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Home My WebLink AboutPlans - Volume 3D—Sig, Envelope ID: 96C79925-DBB6-4ESD.BD89.531359WDC16 MAYOR Armando Pavone CITY COT TNCIL Ryan McIrvin James Alberson, JR. Valerie O'Halloran Ruth P6rez Ed Prince Kim—Kh6nh Vdn Carmen Rivera SCHEDULE OF DRAWINGS SHEET NO. TITLE 1 COVER SHEET 2 LEGEND & ABBREVIATIONS 3 SURVEY NOTES & CONTROL 4 SHEET INDEX 5-9 ROADWAY SECTIONS 10-15 ROADWAY DETAILS 16-32 CONSTRUCTION CHANNELIZATION PLANS 33-35 TEMPORARY SIGNALIZATION PLANS 36-46 EXISTING CONDITIONS PLANS 47-56 SITE PREPARATION & TESC PLANS 57 SITE PREPARATION & TESC DETAILS 58-67 ROADWAY PLANS 68-78 ROADWAY PROFILES 79 CONCRETE PANEL PLAN 80-89 DRAINAGE PLANS 90-103 DRAINAGE PROFILES 104-106 DRAINAGE DETAILS 107-115 SEWER PLANS 116-119 SEWER PROFILE 120 SEWER DETAILS 121-130 WATER PLANS 131-138 WATER PROFILES 139-141 WATER DETAILS 142-143 WATER BYPASS PLANS 144-151 JOINT UTILITY TRENCH PLAN <_ y BID 47<A9 DOCUMENTS 34h14AL \-Y2 ��ti RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 (S 3 RD ST TO NW 3 RD PL) Federal Aid # STPUL-1615(005) TIB # 8-1-102(038)-1 City Project # TED4003813 CAG 22-163 August 2022 Volume 3 of 3 SHEET NO. TITLE 152-159 JOINT UTILITY TRENCH SCHEMATICS 160-161 JOINT UTILITY TRENCH SECTIONS 162 JOINT UTILITY TRENCH DETAILS 163-166 WALL PLAN & ELEVATION 167-168 WALL DETAILS 169 CIP WALL PLAN AND DETAILS 170-181 CURB RAMP DETAILS 182-184 ISLAND AND MEDIAN DETAILS 185-197 DRIVEWAY PLANS & PROFILES 198-199 DRIVEWAY SCHEDULE & DETAILS 200-209 ILLUMINATION AND INTERCONNECT PLANS 210-211 ILLUMINATION DETAILS 212-224 SIGNALIZATION PLANS 225-226 SIGNAL POLE SPECIFICATIONS 227 SIGNAL POLE FOUNDATIONS 228-237 CHANNELIZA11ON & SIGNING PLANS 238-247 LANDSCAPE PLANS 248-249 LANDSCAPE SCHEDULE & DETAILS 250-257 URBAN DESIGN PLANS 258-262 URBAN DESIGN DETAILS 263-271 IRRIGATION PLANS 272-273 IRRIGATION DETAILS 274-285 RIGHT OF WAY PLANS CALL 2 DAYS BEFORE YOU DIG 811 City of Renton 1055 South Grady Way Renton, Washington 98057 General Bid Information: Builders Exchange of WA, Inc. (425) 258-1303 www.bxwo.com City Contact: Michelle Faltaous (425) 430-7301 mfoltoous@rentonwo.gov Consultant Contact: Jason Fritzler (253) 344-5269 PROJECT VICINITY MAP PROJECT t A'rP°'` LOCATION 0 Way a obin t S 2nd St J-� �s 3M St 0Ja s Mtn sc P°°" y Nao� D y1oY h405 as NOT TO SCALE Ap} c ed for Pid i 9 `1 Ty'5ENP19NTE KPG Approved for Coiistnutioti sealge� 3131 E1 ..Avenue. Suite 400 Robert M Hanson iz/zz/zozz I a:oo v PBr Seattle. WA 98121 206.286.1640 r>woma I wenat<nee I I(PG.wm CITYlO ENTON DATE D... Sig, Envelope ID:96C]9925.DBB6-4ESD.BD89-53135966DC16 EXISTING LEGEND ABBREVIATIONS Mlcs MONUMENT IN CASE UTILITY MANHOLE (GENERIC/UNKNOWN) A/C, AC ASPHALT CONCRETE HT HEIGHT T TANGENT ACP ASPHALT CONCRETE PAVEMENT ID INSIDE DIAMETER TCE TEMPORARY CONSTRUCTION EASEMENT MONK SURFACE MONUMENT ( UTILITY VAULT LID (GENERIC/UNKNOWN) ADA AMERICANS WITH DISABILITIES ACT IN INCHES TEL,TELE TELECOMMUNICATIONS ALIGN ALIGNMENT INTX INTERSECTION TESC TEMPORARY EROSION AND SEDIMENT o PK NAIL UTILITY CLEAN —OUT (GENERIC/UNKNOWN) APPROX APPROXIMATE IE, INV INVERT ELEVATION CONTROL REBAR & CAP UTILITY RISER (GENERIC/UNKNOWN) AP ANGLE POINT JB JUNCTION BOX TOC TOP OF CURB ATB ASPHALT TREATED BASE JUT JOINT UTILITY TRENCH TWLTL TWO—WAY LEFT TURN LANE SPOT SHOT (DESCRIBED) SPa STAND —PIPE (GENERIC/UNKNOWN) AVE AVENUE L LENGTH TYP TYPICAL BAT BUSINESS ACCESS TRANSIT LF LINEAR FEET UDGD UNDERGROUND F CATCH BASIN °� UTILITY ACCESS (GENERIC/UNKNOWN) BLDG BUILDING LP LOW POINT UNK UNKNOWN BLVD BOULEVARD LT, L LEFT VC VERTICAL CURVE STORM DRAIN MANHOLE R MONITORING WELL BOW BACK OF WALK LUM LUMINAIRE VERT, V VERTICAL cP BVCCL BLACK VINYL COATED CHAINLINK LW LANE WIDTH VLT VAULT DOWNSPOUT C GUARD POST BVCE BEGINNING OF VERTICAL CURVE ELEVATION MAX MAXIMUM W WEST STORM DRAIN CLEAN —OUT BOULDER BVCS BEGINNING OF VERTICAL CURVE STATION MIN MINIMUM W, WAT WATER CB CATCH BASIN MH MANHOLE WSDOT WASHINGTON STATE CULVERT SIGN CDF CONTROLLED DENSITY FILL MIC MONUMENT IN CASE DEPARTMENT OF TRANSPORTATION CF CUBIC FEET MJ MECHANICAL JOINT WSL WATER SURFACE LEVEL O SEWER MANHOLE MAILBOX (# OF BOXES) CG CURB AND GUTTER MON MONUMENT WV WATER VALVE CHLK CHAIN LINK N NORTH OR NORTHING YD YARD DRAIN 4 POWER POLE W/UNDERGROUND CONNECT C] SHRUB CI CASTIRON NAD NORTH AMERICAN DATUM YR YEAR ❑P POWER VAULT LID { DECIDUOUS TREE, DIAMETER (# OF TRUNKS) CIP CAST IN PLACE NAVD NORTH AMERICAN VERTICAL DATUM xx„ p CENTRAL ANGLE N.A. NOT APPLICABLE ❑0 POWER TRANSFORMER CONIFEROUS TREE, DIAMETER (# OF TRUNKS) CL CLASS NE NORTHEAST xx' q, CL CENTERLINE NO NUMBER l POWER METER CLINK CENTURYLINK NTS NOT TO SCALE P PAINTED POWER CMP CORRUGATED METAL PIPE NW NORTHWEST m POWER OUTLET PAINTED TELEPHONE CNTRL CENTRAL, CONTROL OC ON CENTER CO CLEANOUT OD OUTSIDE DIAMETER __3 GUY ANCHOR PAINTED FIBER OPTIC COL COLUMN OH OVERHEAD COM COMMUNICATION PT, PINT POINT TRAFFIC SIGNAL PAINTED GAS CDR CITY OF RENTON PC POINT OF CURVE i TRAFFIC SIGNAL WITH LUMINAIRE CONC CONCRETE FCC POINT OF COMPOUND CURVE — RECORD GAS CONSTR CONSTRUCTION PCCP PORTLAND CEMENT CONCRETE PAVEMENT PEDESTRIAN SIGNAL CONTR CONTRACTOR PI POINT OF INTERSECTION — PAINTED WATER CPEP CORRUGATED POLYETHYLENE PIPE PL PLACE ® JUNCTION BOX w RECORD WATER CSBC CRUSHED SURFACING BASE COURSE PRC POINT OF REVERSE CURVE CSTC CRUSHED SURFACING TOP COURSE PSE PUGET SOUND ENERGY ® TRAFFIC CONTROL CABINET c STORM DESC DESCRIPTION PT POINT OF TANGENT D DRIVEWAY PVC POLY VINYL CHLORIDE ® ELECTRICAL SERVICE CABINET s SEWER DI DUCTILE IRON PVT POINT OF VERTICAL TANGENT TRAFFIC ATTENUATOR LOOP DIP DUCTILE IRON PIPE PVI POINT OF VERTICAL INTERSECTION i ss ss RECORD SIDE —SEWER DIA 0, DIAMETER R RADIUS STREET LIGHT (LUMINAIRE) DWG DRAWING REF REFERENCE — FENCE E EAST OR EASTING RET RETAINING LOT LIGHT HEDGE (HEIGHT NOTED) EG EXISTING GRADE RJ RESTRAINED JOINT EJ EXPANSION JOINT ROW RIGHT OF WAY 9 YARD LIGHT BUILDING ELEV ELEVATION RP RADIUS POINT EOP EDGE OF PAVEMENT RPM RAISED PAVEMENT MARKER O TELEPHONE MANHOLE PAINTED STRIPE EVCE END OF VERTICAL CURVE ELEVATION RT, R RIGHT EVCS END OF VERTICAL CURVE STATION S SLOPE D TELEPHONE RISER PAINTED SKIP STRIPE EQ EQUAL S SOUTH EX, EXIST EXISTING S SEWER m GAS VALVE • • • • • • • • • • • • • RAISED —BUTTON SOLID STRIPE EXT EXTENSION SCH SCHEDULE o GAS METER RAISED —BUTTON SKIP STRIPE FDC FIRE DEPARTMENT CONNECTION SD STORM DRAIN FF FINISHED FLOOR SDMH STORM DRAIN MANHOLE WATER VALVE EDGE OF PAVEMENT FG FINISHED GRADE SDP STORM DRAIN PIPE FL FLOWLINE SE SOUTHEAST LE WATER METER — — — — FLOWLINE FOC FACE OF CURB SF SQUARE FEET FOMF FACE OF MEDIAN FLOWLINE SHT SHEET ® WATER MANHOLE CONTOUR FOW FACE OF WALL SPU SEATTLE PUBLIC UTILITIES Ow WATER VAULT LID a CONCRETE F FRAC FIBER REINFORCED ASPHALT CONCRETE SS SANITARY SEWER FT FEET SSS SIDE SANITARY SEWER A FIRE HYDRANT GRAVEL FH FIRE HYDRANT SSMH STORM SEWER MANHOLE GV GATE VALVE ST STREET A FIRE DEPARTMENT CONNECT F_- I GRASS H HEIGHT STA STATION HH HANDHOLE STD STANDARD POST INDICATOR VALVE Em ROCKERY HMA HOT MIX ASPHALT STRM STORM HIP HORIZONTAL SW SOUTHWEST ® IRRIGATION CONTROL VALVE BRICK HP HIGH POINT SY SQUARE YARDS mm RIVER ROCK D... Sig, Envelope ID: 96C79925.DBB6-4ESD.BD89-53135966DC16 SURVEY NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. FIELD SURVEY: KPG, NOVEMBER-DECEMBER, 2015; JANUARY, 2016; AUGUST, 2016; DECEMBER, 2016; MARCH, 2018; OCTOBER & DECEMBER, 2019; JANUARY, 2020. 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 5. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. 6. 10'x8' CONCRETE BOX CULVERT AS LOCATED BY DRAINAGE SUBCONSULTANT GHD VIA CCTV. BOX CULVERT LINEWORK INSERTED FROM KPG DRAWING 0655DSTRM0l.DWG DATED AUGUST, 2010. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, PER THE FOLLOWING CITY OF RENTON CONTROL POINTS: 884 CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF RAINIER AVENUE SOUTH AND SOUTH 2ND STREET. N 178653.271 E 1298240.701 1896 1" REBAR WITH CAP DOWN 1.7 FEET IN CASE AT THE INTERSECTION OF TAYLOR AVENUE NORTHWEST AND NORTHWEST 4TH STREET. N 181141.708 E 1297611.129 VERTICAL DATUM NAVD 88, PER THE FOLLOWING CITY OF RENTON BENCHMARK: 2128 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT EN-80 1973" IN SIDEWALK ON THE NORTH SIDE OF AIRPORT WAY. 30'+ WEST OF CHECKERED RUNWAY MARKER. ELEV. 30.86 FEET CONTROL POINT LIST PT # DESCRIPTION NORTHING EASTING ELEVATION 1 PK NAIL 179308.41 1298204.91 44.76' 2 PK NAIL 178354.65 1298272.47 32.32' 3 MIC 179731.48 1298213.50 35.78' 4 PK NAIL 179955.26 1298246.65 37.17' 5 PK NAIL 179622.54 1297948.46 52.56' 6 PK NAIL 180539.48 1298125.38 49.87' 8 PK NAIL 181135.26 1297875.36 79.17' 15 PK NAIL 180422.73 1298194.97 46.43' 16 PK NAIL 180269.53 1298219.58 42.17' 17 PK NAIL 180622.92 1298190.60 50.46' 18 PK NAIL 180814.74 1298133.44 54.46' 19 PK NAIL 180994.74 1298125.64 56.95' 20 PK NAIL 181120.37 1298125.15 57.59' 21 PK NAIL 180642.31 1298245.70 51.09' 22 PK NAIL 180891.50 1298202.95 55.87' 23 PK NAIL 179750.78 1298269.81 36.70' 24 PK NAIL 179951.72 1298451.40 33.74' 25 PK NAIL 179943.70 1298681.99 30.48' 27 PK NAIL 180059.26 1298507.99 32.41' 28 PK NAIL 180087.29 1298228.11 38.90' 29 PK NAIL 180040.78 1298140.91 38.83' 30 PK NAIL 179931.32 1298139.50 36.72' 31 PK NAIL 179695.44 1298168.86 35.84' 32 PK NAIL 179499.62 1298187.97 39.05' CONTROL POINT LIST PT # DESCRIPTION NORTHING EASTING ELEVATION 33 PK NAIL 179193.63 1298203.32 45.48' 34 PK NAIL 179065.03 1298208.63 46.17' 35 PK NAIL 178902.21 1298210.45 45.98' 36 PK NAIL 180060.33 1298245.67 38.42' 37 SCRIBED Y 180391.23 1298200.82 45.66' 38 PK NAIL 180667.43 1298069.34 52.70' 39 PK NAIL 180739.07 1298228.84 53.15' 41 PK NAIL 181142.41 1298261.25 27.96' 42 SURFACE MON 181126.54 1298200.21 37.13' 45 PK NAIL 178517.02 1298181.35 37.12' 46 PK NAIL 178421.53 1298183.30 34.48' 47 SPIKE 178346.71 1298178.94 33.18' 49 PK NAIL 178284.41 1298174.45 32.93' 50 PK NAIL 178160.13 1298180.09 32.85' 52 PK NAIL 178623.14 1298312.66 1 40.00' 53 PK NAIL 178105.78 1298295.98 31.56' 54 PK NAIL 178234.06 1298260.39 31.64' 55 PK NAIL 178492.69 1298275.61 36.32' 56 PK NAIL 178779.80 1298287.46 43.79' 57 PK NAIL 178950.44 1298289.81 46.52' 58 PK NAIL 179053.61 1298290.10 46.59' 64 MIC 179987.08 1298637.76 30.82' 65 PK NAIL 179322.26 1298135.89 52.01' 67 PK NAIL 178619.89 1298383.04 37.54' D... Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F lS5986DC16 6$ g0 37 48 59 69 81 38 49 78 78 78 77 78 Q 60 O O O 52 63 7O3 85 42 53 64 74 86 43 54 65 75 87 36 4l 58 O 1A4 91 11 2 O 70 82 00000 9 50 61 71 83 40 51 62 72 84 41 Q O 4 2 131 $ 145 153 ® 31 92 A 11 2 3 93 A 11 2 13 94 1 11 2 13 95 1© A 11 ' 96 � 11 � 13 97 1® 11 V 13 g0 �© 228 23 201 229 239 146 154 ® ® O ©® ® O ©4© 150 158 206 234 244 151 159 207 223 235 2 212 251 264 277 202 215 230 147 155 203 218 231 148 156 204 232 242 13 149 157 205 220 00 152 240 252 250 2►6 o o � 81 256 269 282 245 270 283 2g3 265 278 241 253 266 279 254 267 280 233 243 0 00 a PT# 8 K �PT# 5T# 47+ r f� 0 PK N ai P# 50 # rn O 9� - r y� 9 °' 00 N o o PT# 49 0- PT 46 F- Q� o O + + F� Z _� 'cs y o # 45,L, V PT# 65 y�`' PT# 3 0+ 2 c� SON PT 38 J $ -1 PK 16 -P # 35 3 �P PT# 31 \ # ------ AWN # y m 4 C1 1 7 P # 34 PT# 33 m PK ""-�pl� s ioe PT# 32 \ �- PT 3 Ef oa PT 29 � 10 lg 44 O55 66 76 88 98 Q v 208 236 246 257 263 284 Rp�N1�R Pvfc I I MIC f- w 0 cn cn PK 5 �T. 53 PT# 54 PT# 55- PTO 67-1 RAINIER AVE S ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L1 7+80.00 177544.81 1298442.74 514.58' N 19'56'45" W C1 12+94.58 178028.52 1298267.20 338.44' 23'54'20" 811.17' 14+66.30 171.72' L2 16+33.03 178361.25 1298220.48 292.31' N 357'35" E C2 19+25.33 178652.86 1298240.66 1079.89' 10'47'53" 5730.00' 24+66.88 541.55' L3 30+05.22 179730.82 1298213.58 278.14' N 6'50'18" W L4 32+83.37 180006.98 1298180.46 395.00' N 6'50'18" W C3 36+78.37 180399.17 1298133.43 1083.41' 10*50,00" 5730.00' 42+21.70 543.33' SW SUNSET BLVD / S 3RD ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN C4 196+66.96 178066.17 1297920.56 155.78' 9'20'46" 955.00' 197+45.02 78.06' L5 198+22.74 178075.16 1298075.90 1119.90' S 88'38'19" E S 2ND ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L6 300+00.00 178662.68 1298241.33 379.49' S 88-17'19" E SW VICTORIA ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L7 397+38.38 179225.42 1297990.63 261.62' S 87-22'07" E `c R/111`il' NVCJ 56 �57�58 _(j f'P�T# 23 HAYES PL SW ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L8 798+00.00 179436.34 1298088.87 102.71' S 40'00'36" E C5 799+02.71 179357.67 1298154.90 46.19' 5255'33" 50.00' 799+27.60 24.89' L9 799+48.90 179339.88 1298195.76 51.10' N 87'03'51" E S TOBIN ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L10 500+00.00 179584.74 1298229.20 397.11' S 87'29'26" E RENTON AVE EXT / AIRPORT WAY ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L11 595+69.07 179764.23 1297824.41 430.93' N 55-42'51" E L12 600+00.00 180006.98 1298180.46 457.73' S 87'30'27" E NW 3RD PL ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L13 698+00.00 180798.51 1297899.94 200.00' S 88'39'25" E CENTERLINE INTERSECTION EQUATIONS STA 13+39.30, RAINIER AVE S = STA 200+00.00, SW SUNSET BLVD/S 3RD ST STA 19+35.18, RAINIER AVE S = STA 300+00.00, S 2ND ST STA 24+86.22, RAINIER AVE S = STA 400+00.00, SW VICTORIA ST STA 26+15.41, RAINIER AVE S = STA 800+00.00, HAYES PL SW STA 28+58.31, RAINIER AVE S = STA 500+00.00, S TOBIN ST STA 32+83.37, RAINIER AVE S = STA 600+00.00, RENTON AVE EXT/AIRPORT WAY STA 40+86.79, RAINIER AVE S = STA 700+00.00, NW 3RD PL 32 34 35 PK # 28 PT# 4 PT# 36 PT# 2 N PK 2 3 J � o ; dPK 27 g ;? PT# 27 o; �?7# 64 MIC ; # ?5 PK 25 SHEETINDEX 0 1 Yu 3 �I 42 43 44 T 6 RAINIER AVE N PK�17 PK PK 2g PT 18 PT# 19 PT# 16 PT# 1PT# 17- PT# 2 PK 9 PK 2 MON 4 PK PT# 37 PT# 21- PT# 22� PY# 2� PT# 39 PK a PT# 41 45 56 67 77 89 99 3r 13 209 237 247 271 285 OEXISTING CONDITIONS PLAN X JOINT UTILITY TRENCH PLAN OX SITE PREPARATION & TESC PLAN X JOINT UTILITY TRENCH SHCHEMATIC ] ROADWAY PLAN X ILLUMINATION AND INTERCONNECT PLAN OX ROADWAY PROFILE X SIGNALIZATION PLAN OX DRAINAGE PLAN X CHANNELIZATION & SIGNING PLAN 0 DRAINAGE PROFILE X LANDSCAPE PLAN QSEWER PLAN X URBAN DESIGN PLAN < SEWER PROFILE X IRRIGATION PLAN WATER PLAN X RIGHT OF WAY PLAN WATER PROFILE \ PT# XX CONTROL POINT, SEE SHEET 3 FOR DATA D... Sig. E-bpe ID: 96C79925-D880-4M-BD89F lS5986DC16 RAINIER AVE S CONSTRUCTION � WIDTH 8.0' 0.5' 13.0' 11.0' 11.0' 12.0' VARIES 11.0' 11.0' 13.0' 0. ' 0-5.0' 8.0' SIDEWALK BAT LANE OR RIGHT -TURN LANE THRU LANE THRU LANE LEFT -TURN LANE MEDIAN THRU LANE THRU LANE BAT LANE OR RIGHT -TURN LANE PLANTER SIDEWALK WEST GUTTER REFERENCE 1.0' (WHERE NOTED 1.5% FOR ROADWAY PROFILES ON PLANS) 1.0' SEE NOTE 15 1 15% 1 EAST GUTTER REFERENCE 2 0% FOR ROADWAY PROFILES 8 1.5% 2 15 5 2 I III 3 4 WIDENING AREA VARIES 13 3 AS INDICATED ON PLANS 7 -III 3 TYPICAL SECTION A s OR 12 7 APPROX. STA 14+08 TO STA 17+00 4 9 LOOKING NORTH • WIDENING AREA VARIES AS 3 13 3 NTS INDICATED ON ROADWAY PLANS RAINIER AVE S CONSTRUCTION WIDTH 8,0' 0.5' 0'-13.0' 11.0' 11.0' VARIES 12.0' 11.0' 11.0'-13.0' 13.0' 0. ' 0-5.0' 8.0' SIDEWALK BAT LANE OR RIGHT -TURN LANE THRU LANE THRU LANE MEDIAN LEFT -TURN LANE THRU LANE THRU LANE BAT LANE OR RIGHT -TURN LANE PLANTER SIDEWALK WEST GUTTER REFERENCE 1.0' (WHERE NOTED 1.5% FOR ROADWAY PROFILES 1.0' SEE NOTE ON PLANS) 15 1.5% EAST GUTTER REFERENCE 1 15 FOR ROADWAY PROFILES 8 VARIES** 1.5% 4 2 =III 3 13 6 IIIIIIIIII I 3 TYPICAL SECTION B 7 APPROX. STA 17+00 TO STA 19+00 * WIDENING AREA VARIES AS 2 4 9 LOOKING NORTH 13 NTS INDICATED ON ROADWAY PLANS 3 3 ** SEE SUPERELEVATION DIAGRAM RAINIER AVE S ON ROADWAY PROFILES CONSTRUCTION � 8.0' 0-5.0' 0.5' 12.0' 11.0' 12.0' 11.0' 12.0' 0-16' 0. ' 0-5.0' 8.0' SIDEWALK PLANTER THRU LANE THRU LANE U-TURN ONLY LANE THRU LANE THRU LANE SHOULDER PLANTER SIDEWALK J (WHERE NOTED 4 (WHERE NOTED ON PLANS) WEST GUTTER REFERENCE 1.0' CURB SEE NOTE * ON PLANS) 9r 1.5% FOR ROADWAY PROFILES EAST GUTTER REFERENCE 9 j 15FOR ROADWA1PROFILES� 8 1.5%5 r 1111II IIIIVARIES** ° GENERAL TYPICAL SECTION NOTES 1. EXISTING CONCRETE PANELS WITH VARYING THICKNESS, RANGING FROM 6.5" TO 9", EXIST BELOW THE ASPHALT ROADWAY WITH VARYING THICKNESS, RANGING FROM 2" TO 8". CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE PANELS VARY, SEE APPENDIX E FOR BORING LOG INFORMATION. 2. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 3. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 4. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED. THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 6. ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. ALL CEMENT CONCRETE USED IN PROJECT SHALL BE CLASS 4000. TYPICAL SECTION C APPROX. STA 20+00 TO STA 23+25 LOOKING NORTH NTS KIN * WIDENING AREA VARIES AS INDICATED ON ROADWAY PLANS ** SEE SUPERELEVATION DIAGRAM ON ROADWAY PROFILES MATERIAL CODE IT DESCRIPTION 1 4" GRIND & PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 2 8" HMA CL Xz" PG 70-22 3 4" CRUSHED SURFACING BASE COURSE 4 CEMENT CONC. TRAFFIC CURB AND GUTTER 5 4" CEMENT CONC. SIDEWALK OR 10" CEMENT CONC. DRIVEWAY ENTRANCE 6 MEDIAN WITH RIVER ROCK TREATMENT PER DETAILS, SHEET 259 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW ASPHALT 8 2" BARK OR WOOD CHIP MULCH 9 24" TOPSOIL TYPE A 10 3" HMA CL )" PG 64-22 FOR TRAIL 11 DUAL FACED SLOPED MOUNTABLE CURB 12 BIORETENTION PLANTER PER DETAIL, SHEET 104 13 CONSTRUCTION GEOTEXTILE FOR SEPARATION 14 CURB MOUNTED DELINEATOR POST PER DETAIL, SHEET 11 15 PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 16 CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN PER DETAIL, SHEET 12 RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWING NO. 5 (S 3RD ST TO NVY 3RD PL) PROJECT NO. 14087A ROADWAY SECTIONS FED AID NO. STP(UL)-1615(005) DATE: JULY 2022 4:00 PM PST SHEET NO. 5 OF 285 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 8.0' 5.0' 0.5' 12.0' 11.0' SIDEWALK PLANTER THRU LANE THRU LANE 10' 4 8 WEST GUTTER REFERENCE 1.5% FOR ROADWAY PROFILES 15 8.0' S.0' SIDEWALK PLANTER 8.0' 5.0' SIDEWALK PLANTER 1.5% B 12.0' THRU LANE WEST GUTTER REFERENCE FOR ROADWAY PROFILES O'-12.0' 12.0' SHOULDER THRU LANE -WEST GUTTER REFERENCE FOR ROADWAY PROFILES 2.0' 1 GENERAL TYPICAL SECTION NOTES 11.0' THRU LANE 11.0' THRU LANE 2.0% 1. EXISTING CONCRETE PANELS WITH VARYING THICKNESS, RANGING FROM 6.5" TO 9", EXIST BELOW THE ASPHALT ROADWAY WITH VARYING THICKNESS, RANGING FROM 2" TO 8". CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE PANELS VARY, SEE APPENDIX E FOR BORING LOG INFORMATION. 2. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 3. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 4. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED. THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 6. ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. ALL CEMENT CONCRETE USED IN PROJECT SHALL BE CLASS 4000. VLRIES** 1.0' 1.0' RAINIER AVE S CONSTRUCTION 3'-12.5 11.0' 12.0' 0-5.0' 8.0' MEDIAN OR 12 THRU LANE THRU LANE PLANTER SIDEWALK (WHERE NOTED SEE NOTE • ON PLANS) ® 1.0' EAST GUTTER REFERENCE 01 FOR ROADWAY PROFILES 8 51�1 N_1 -1.5% 15 TYPICAL SECTION D APPROX. STA 23+25 TO STA 24+50 4 3 9 7 13 2 3 3 LOOKING NORTH • WIDENING AREA VARIES AS NTS INDICATED ON ROADWAY PLANS RAINIER AVE S CONSTRUCTION VARIES 11.0' 12.0'-13.0' 0. ' 0-5.0' 8.0, MEDIAN LANE THRU LANE THRU LANE PLANTER SIDEWALK WIDENING SEE NOTE • (WHERE NOTED ® ON PLANS) 1.0' 1 1.0% EAST GUTTER REFERENCE FOR ROADWAY PROFILES 8 1.5% _ - =1I1=1I I1=1I1=1I1=1I TYPICAL SECTION E Z/ APPROX. STA 25+25 TO STA 28+00 LOOKING NORTH * WIDENING AREA VARIES AS NTS INDICATED ON ROADWAY PLANS ** SEE SUPERELEVATION DIAGRAM ON ROAnwnV DD01711M RAINIER AVE S CONSTRUCTION 3.0' 12.0' 1 12.0' EDIAN LEFT -TURN OR U-TURN LANE LEFT -TURN LANE i - 1.0' 1.0% TYPICAL SECTION F APPROX. STA 29+00 TO STA 31+50 LOOKING NORTH NTS 11.0' THRU LANE 11.0' MATERIAL CODE ® DESCRIPTION 1 4" GRIND & PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 2 8" HMA CL 3 " PG 70-22 3 4" CRUSHED SURFACING BASE COURSE 4 CEMENT CONIC. TRAFFIC CURB AND GUTTER 5 4" CEMENT CONC. SIDEWALK OR 10" CEMENT CONC. DRIVEWAY ENTRANCE 6 MEDIAN WITH RIVER ROCK TREATMENT PER DETAILS, SHEET 259 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW ASPHALT 8 2" BARK OR WOOD CHIP MULCH 9 24" TOPSOIL TYPE A 10 3" HMA CL Y2" PG 64-22 FOR TRAIL 11 DUAL FACED SLOPED MOUNTABLE CURB 12 BIORETENTION PLANTER PER DETAIL, SHEET 104 13 CONSTRUCTION GEOTEXTILE FOR SEPARATION 14 CURB MOUNTED DELINEATOR POST PER DETAIL, SHEET 11 15 PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 16 CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN PER DETAIL, SHEET 12 12.0' RIGHT -TURN LANE EAST GUTTER REFERENCE FOR ROADWAY PROFILES- 2.0' 5.0, 8.0' 1.5% D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 8.0, 5.0' 0. ' 0'-12.0' SIDEWALK PLANTER RIGHT -TURN LANE WEST GUTTER REFERENCE 8 FOR ROADWAY PROFILES 2.0' 1.5% MIN U RAINIER AVE N CONSTRUCTION 11.0' 11.0' 12.0' THRU LANE THRU LANE LEFT -TURN LANE I VARIES** 8.0' 5.0' 0. ' 12.0' SIDEWALK PLANTER THRU LANE WEST GUTTER REFERENCE 1 5i 8 FOR ROADWAY PROFILES 2.0' ARIA 8.0' 0.5' 14.0' 11.0' SIDEWALK THRU LANE THRU LANE WEST GUTTER REFERENCE FOR ROADWAY PROFILES 1.5% 2.0 MIN 15 / 2% GENERAL TYPICAL SECTION NOTES 1. EXISTING CONCRETE PANELS WITH VARYING THICKNESS, RANGING FROM 6.5" TO 9", EXIST BELOW THE ASPHALT ROADWAY WITH VARYING THICKNESS, RANGING FROM 2" TO 8". CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE PANELS VARY, SEE APPENDIX E FOR BORING LOG INFORMATION. 2. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 3. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 4. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED. THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 6. ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. ALL CEMENT CONCRETE USED IN PROJECT SHALL BE CLASS 4000. 0'-12.0' 11.0' LEFT -TURN OR U-TURN LANE THRU LANE TYPICAL SECTION G APPROX. STA 33+75 TO STA 38+25 LOOKING NORTH NTS RAINIER AVE N CONSTRUCTION 2'-7.5' 11.0' MEDIAN 12.0' THRU LANE LEFT -TURN LANE I 1.0' 1.0' 2% I 7 s TYPICAL SECTION H APPROX. STA 38+25 TO STA 40+50 LOOKING NORTH NTS RAINIER AVE N CONSTRUCTION q 12.9'-13.9' 11.0' TWO WAY LEFT-TU,RN LANE THRU LANE I TYPICAL SECTION J APPROX. STA 41+25 TO STA 42+07 LOOKING NORTH NTS 2% ** SEE SUPERELEVATION DIAGRAM ON ROADWAY PROFILES 11.0' THRU LANE 2% 12.0' THRU LANE EAST GUTTER REFERENCE FOR ROADWAY PROFILES- 12.0' _(.5' 5.0' 12.0' THRU LANE PLANTER SHARED -USE TRAIL EAST GUTTER REFERENCE FOR ROADWAY PROFILES 2.0' 8 MIN 1.5% 12.0' THRU LANE EAST GUTTER REFERENCE FOR ROADWAY PROFILES- 5.0' 12.0' PLANTER SHARED -USE TRAIL 1.5% 5.0' 12.0' PLANTER SHARED -USE TRAIL 1.5% MATERIAL CODE IT DESCRIPTION 1 4" GRIND & PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 2 8" HMA CL Nz" PG 70-22 3 4" CRUSHED SURFACING BASE COURSE 4 CEMENT CONC. TRAFFIC CURB AND GUTTER 5 4" CEMENT CONIC. SIDEWALK OR 10" CEMENT CONIC. DRIVEWAY ENTRANCE 6 MEDIAN WITH RIVER ROCK TREATMENT PER DETAILS, SHEET 259 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW ASPHALT 8 2" BARK OR WOOD CHIP MULCH 9 24" TOPSOIL TYPE A 10 3" HMA CL h" PG 64-22 FOR TRAIL 11 DUAL FACED SLOPED MOUNTABLE CURB 12 BIORETENTION PLANTER PER DETAIL, SHEET 104 13 CONSTRUCTION GEOTEXTILE FOR SEPARATION 14 CURB MOUNTED DELINEATOR POST PER DETAIL, SHEET 11 15 PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 16 CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN PER DETAIL, SHEET 12 D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 S 3RD ST CONSTRUCTION i 8.0' 5.0' 0. ' 27.6' 12.0' 15.4' SIDEWALK PLANTER SHOULDER THRU LANE THRU LANE & SHOULDER NORTH GUTTER REFERENCE 1.5% 2 0 FOR ROADWAY PROFILES 14 8 15 1 VARIES VARIES MIN 8.0' 0-5.0' 0.5' 8.0'-27.6' SIDEWALK PLANTER SHOULDER OR PARKING (WHERE NOTED NORTH GUTTER REFERENCE ON PLANS) FOR ROADWAY PROFILES 15 1.5% GENERAL TYPICAL SECTION NOTES 1. EXISTING CONCRETE PANELS MATH VARYING THICKNESS, RANGING FROM 6.5" TO 9", EXIST BELOW THE ASPHALT ROADWAY WITH VARYING THICKNESS, RANGING FROM 2" TO 8". CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE PANELS VARY, SEE APPENDIX E FOR BORING LOG INFORMATION. 2. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 3. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 4. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED. THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 6. ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. ALL CEMENT CONCRETE USED IN PROJECT SHALL BE CLASS 4000. VARIES TYPICAL SECTION A APPROX. STA 201+00 TO STA 201+57 LOOKING EAST NTS S 3RD ST CONSTRUCTION 12.0'-30.0' IKKU LANIL 14.0'-22.0' THRU LANE 1 VARIES TYPICAL SECTION B APPROX. STA 201+57 TO STA 204+63 LOOKING EAST NTS 8.0' SIDEWALK VARIES EXISTING SIDEWALK CURB & GUTTER MATERIAL CODE IT DESCRIPTION 1 4" GRIND & PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 2 8" HMA CL Nz" PG 70-22 3 4" CRUSHED SURFACING BASE COURSE 4 CEMENT CONC. TRAFFIC CURB AND GUTTER 5 4" CEMENT CONC. SIDEWALK OR 10" CEMENT CONC. DRIVEWAY ENTRANCE 6 MEDIAN WITH RIVER ROCK TREATMENT PER DETAILS, SHEET 259 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW ASPHALT 8 2" BARK OR WOOD CHIP MULCH 9 24" TOPSOIL TYPE A 10 3" HMA CL h" PG 64-22 FOR TRAIL 11 DUAL FACED SLOPED MOUNTABLE CURB 12 BIORETENTION PLANTER PER DETAIL, SHEET 104 13 CONSTRUCTION GEOTEXTILE FOR SEPARATION 14 CURB MOUNTED DELINEATOR POST PER DETAIL, SHEET 11 15 PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 16 CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN PER DETAIL, SHEET 12 DocuSig. E-bp. ID: 96C79925-DS5N4E6D-13D89F 135986DC16 AIRPORT WAY CONSTRUCTION 12.0' 2.5'-5.5' 0. ' 0'-12.0' 11.0'-12.0' 11.0' 12.0' 12.0' 11.0' 12.0' 11 VARIES 0. ' 8.0, SHARED -USE TRAIL PLANTER RIGHT -TURN LANE THRU LANE THRU LANE LEFT -TURN LANE LEFT -TURN LANE THRU LANE THRU LANE THRU LANE SIDEWALK NORTH GUTTER REFERENCE 1.0' CURB SOUTH GUTTER REFERENCE FOR ROADWAY PROFILES FOR ROADWAY PROFILES 11 1.5% 8 WIDENING AREA VARIES AS INDICATED 1 VARIES VARIES _ 1 M N 1.5% ON PLANS 10 I � III- II I I IIIIIIII IIIIIII 5 TYPICAL SECTION A APPROX. STA 601+50 TO STA 602+92 4 y 4 2 LOOKING EAST 7 2 3 NTS 3 3 3 3 13 13 2.0'-7.5' AIRPORT WAY CONSTRUCTION CYCLE 12.0' TRACK 11.0' 11.0' 20.4' 11.0' 11.9, 12.0' 0. ' 8.0' VARIES TWO-WAY CYCLE TRACK DIA THRU LANE THRU LANE TAPER TO DOUBLE LEFT -TURN LANE THRU LANE THRU LANE THRU LANE SIDEWALK _ EXISTING SIDEWALK I CURB & GUTTER NORTH GUTTER REFERENCE FOR SOUTH GUTTER REFERENCE ROADWAY PROFILES FOR ROADWAY PROFILES 1 2.0' 2.0' MIN 16 1 VARIES VARIES MIN 1.5% NEW CURB WHERE 5 SHOWN ON PLANS TYPICAL SECTION B 7 7 APPROX. STA 602+92 TO STA 604+56 2 4 4 2 LOOKING EAST 3 3 NTS 3 3 3 13 13 2.0'-3.5' AIRPORT WAY CYCLE CONSTRUCTION 9 0'-19 0' TRACK 11.0' 11.0' 19-0' I 11-0' 11.0' 11.0' VARIES EXISTING SIDEWALK CURB & GUTTER TWO-WAY CYCLE TRACK 16 THRU LANE THRU LANE VARIES TWLT LANE THRU LANE I 1 THRU LANE VARIES THRU LANE GENERAL TYPICAL SECTION NOTES 1. EXISTING CONCRETE PANELS MATH VARYING THICKNESS, RANGING FROM 6.5" TO 9", EXIST BELOW THE ASPHALT ROADWAY WITH VARYING THICKNESS, RANGING FROM 2" TO 8". CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE PANELS VARY, SEE APPENDIX E FOR BORING LOG INFORMATION. 2. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTON 2-06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 3. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 4. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED. THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 6. ACCESS TO PRIVATE PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. ALL CEMENT CONCRETE USED IN PROJECT SHALL BE CLASS 4000. REVISION DESCRIPTION SURVEYED: KPG PFp�A P'j� q z DRAWN BY: DPY DESIGN BY: DPY CHECK BY: KPF 47649 PROD NIGR: JF I�NAL p FILE: 14087A-TYPSEC.dw9 TYPICAL SECTION C 7 APPROX. STA 604+36 TO STA 605+56 LOOKING EAST NTS VARIES EXISTING SIDEWALK CURB & GUTTER MATERIAL CODE IT DESCRIPTION 1 4" GRIND & PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 2 8" HMA CL Kt" PG 70-22 3 4" CRUSHED SURFACING BASE COURSE 4 CEMENT CONC. TRAFFIC CURB AND GUTTER 5 4" CEMENT CONC. SIDEWALK OR 10" CEMENT CONC. DRIVEWAY ENTRANCE 6 MEDIAN WITH RIVER ROCK TREATMENT PER DETAILS, SHEET 259 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW ASPHALT 8 2" BARK OR WOOD CHIP MULCH 9 24" TOPSOIL TYPE A 10 3" HMA CL h" PG 64-22 FOR TRAIL 11 DUAL FACED SLOPED MOUNTABLE CURB 12 BIORETENTION PLANTER PER DETAIL, SHEET 104 13 CONSTRUCTION GEOTEXTILE FOR SEPARATION 14 CURB MOUNTED DELINEATOR POST PER DETAIL, SHEET 11 15 PLACE 4" FIBER REINFORCED ASPHALT CONCRETE (2 LIFTS) 16 CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN PER DETAIL, SHEET 12 K • .®. BID Seattle 3131 Elliott Avenue, Suite 400 DOCUMENT Seattle, WA98121 206.286.1640 CITY OF RENTON • Public Works Department APP�FOR CONSTRUCTION RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 (S 3RD ST TO NW 3RD PQ ROADWAY SECTIONS DRAWING NO. 9 PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005) DATE: JULY 2022 Tacoma I Wenatchee I KPG.com BY. RMH DATE: 12/22/2022 14:00 PM PST SHEET NO. 9 OF 285 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 EXISTING GROUND TASK 1 - ROADWAY WIDENING TASK 2 - PROFILE GRINDING FINAL OVERLAY ADDITIONAL PAVING DEPTH AS NECESSARY, 1" MAX SEE DETAIL, THIS SHEET EXISTING GROUND SURFACE WHERE PLANING BITUMINOUS PAVEMENT GREATER THAN - - - - - - - - - - - \ 2" IS REQUIRED, INSTALL ADDITIONAL HMA AS NECESSARY, ll FINAL OVERLAY SURFACE 1" MAX, TO MATCH EXISTING AND ENSURE MINIMUM - - _ PAVEMENT DEPTHS WILL REMAIN AFTER PLANING AND FINAL OVERLAY 4" FRAC OVERLAY HMA ROADWAY PAVEMENT SECTION PER DETAIL, THIS SHEET FINAL OVERLAY EXISTING GROUND � PLANE BITUMINOUS PAVEMENT 1.5" MIN /DEPTH TO 4" MAX DEPTH TO MINIMIZE QUARTER CROWNS AS FIELD DIRECTED BY THE ENGINEER TASK 3 - PRELEVEL & FINAL OVERLAY NOTES: 1. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR MATERIAL DESIGNATIONS AND DEPTHS. 2. MEDIANS AND ISLANDS ARE NOT SHOWN FOR CLARITY. ROADWAY PAVING NTS TACK WITH PAVING SURFACE /� 8" HMA CL N' PG 70-22 COMPACTED__// 4" CSBC SUBGRADE HMA ROADWAY PAVEMENT SECTION NTS D"c"Sig. Env"bp" ID: 96C]9925-D8 4M-BD89F lS5986DC16 2-RED REFLECTIVE SHEETING BANDS - FLAT TOP 2" WHITE FLEXIBLE DELINEATOR POST PER SPECIFICATIONS — EMBEDDED SURFACE MOUNT WITH REACTIVE SPRING UNIT PLASTIC CURB _ 40" SIDE VIEW 1" DIA Hi (2 EACH; 9h* N CURB MOUNTED DELINEATOR POST NTS II DOWEL J IIIJIM 6' NOTE ANCHOR WHEEL STOP TO PAVEMENT WITH TWO (2) DOWELS OR GALVANIZED NO. 5 STEEL REINFORCING BARS, GRADE 60. WHEEL STOP NTS 4" RADIUS 0.315 RADIUS TOP VIEW CEMENT CONC. TRAFFIC CURB AND GUTTER V EXPANSION JOINT CEMENT CONC. SIDEWALK COMMERCIAL HMA RAMP INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 — MATCH EXISTING PAVEMENT HMA RAMP NTS TAPER DOWN SECTION CONCRETE HMA ROADWAY AREAS PAVEMENT AREAS 1' MIN FOR TRENCH CROSSINGS CEMENT CONC. PAVEMENT SECTION PER TYPICAL OR SAWCUT AS SAWCUT EXISTING PAVEMENT, SECTIONS & DETAILS INDICATED ON APPLY TACK COAT TO SIDES PLANS AND PROVIDE JOINT SEAL .. • EXISTING ASPHALT PAVEMENT (TYP) e�EXISTING CEMENT CONC. HMA ROADWAY SECTION PER TYPICAL PAVEMENT (WHERE PRESENT) SECTION & DETAILS EL CENTER OF STALL < BANK RUN GRAVEL p o FOR TRENCH BACKFILL 00°1 po° �0 0 f}�f�O0pp0 22 o o �0 wo$ J o 0 0 0 o 0 0 0,0o 00o GRAVEL BACKFILL FOR PIPE o \ ZONE BEDDING, COMPACTED DIP FOR WATER TO 95% MAX DENSITY OR COMPACTED \ PIPE USE SUBGRADE CONTROLLED DENSITY FILL POLYWRAP AS INDICATED ON THE PLANS NOTES: 1. FINISHED GRADE SURFACES FOR NON -ROADWAY AREAS NOT SHOWN. PROVIDE CURBS, SIDEWALKS, DRIVEWAY AND PARKING AREA PAVEMENT, AND UNPAVED SURFACE RESTORATION AS SHOWN ON THE PLANS. 2. THE MAXIMUM PAY LIMITS FOR TRENCH WIDTHS SHALL BE IN ACCORDANCE WITH WSDOT STD SPECIFICATION 2-09. 3. TEMPORARY PAVEMENT MAY BE USED FOR PATCHING IN AREAS WHERE ADDITIONAL ROADWAY OR TRENCH EXCAVATION IS ANTICIPATED, OR WHERE DRIVEWAY AND PEDESTRIAN ACCESS MUST BE MAINTAINED. 4. SEE CITY OF RENTON STANDARD PLAN 220.00 FOR PIPE COMPACTION DESIGN AND BACKFILL. TYPICAL UTILITY TRENCH SECTION NTS D... Sig. Env"bp" ID: 96C]9925-D8 4M-BD89F lS5986DC16 4" THERMOPLASTIC SOLID WHITE LANE LINE PER WSDOT STD PLAN M-20.10-02. 16- TRAFFIC LANE ---- 36" MIN TALL WHITE CURB -MOUNTED <` `� DELINEATOR POSTS. CURB DOWELED INTO EXISTING PAVEMENT MEDIAN 4" THERMOPLASTIC WHITE CROSS HATCH MARKING, 10' O.C. SPACING AT LOCATIONS SHOWN ON PLANS PLASTIC CURB PER CURB MOUNTED DELINEATOR POST DETAIL, SHEET 11 2-FT MIN BUFFER, ZONE VARIES PER PLAN CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN DETAIL NTS HMA SHARED -USE PATH CURB k GUTTER FULL DEPTH EXPANSION JOINT SINGLE DIRECTION CURB RAMP PEDESTRIAN CURBS 0b/ 2.0%'M%X� �Q 1 7HMA LANDING 2.0% MAX SLOPE ALL DIRECTIONS 4.0' MIN ISOMETRIC VIEW CEMENT CONC. TRANSITION RAMP DETAIL NTS CENTER OF CROSS HATCH z z w N WHITE RPM CROSS HATCHING N \ \ TYPE 1W RPM, TYP T 173.0'" 10.0' WHITE RPM EDGE LINE DIRECTION OF TRAVEL — CROSS HATCHING DETAIL NTS CENTER OF PAINT LINE ,r 4" WHITE PAINT DIRECTION OF TRAVEL — PARKING CROSS HATCHING DETAIL NTS D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 TRANSITION PANEL MATCH EXISTING LANDING L, -------------I w I I I I I - I -- - - - - - - - - - - -- • • RAINIER AVE MATHEWSON'S SIDEWALK LANDING AUTOMOTIVE MAX SLOPE 2.0% CEMENT CONCRETE SWITCHBACK RAMP DETAIL PARCEL 35 NTS PLAN 0 2.5 5 10 15 SCALE IN FEET SWITCHBACK RAMP LAYOUT POINTS A STATION OFFSET ELEV DESCRIPTION 1 37+14.35 55.50' LT 50.77 LANDING 2 37+19.31 55.50' LT 50.68 LANDING/RAMP 3 37+29.21 55.52' LT 49.88 LANDING/RAMP 4 37+34.16 55.53' LT 49.79 LANDING 5 37+14.35 50.50' LT 50.68 LANDING 6 37+19.31 50.50' LT 50.65 LANDING/RAMP 7 37+29.22 50.52' LT 49.85 LANDING/RAMP 8 37+14.35 49.50' LT 48.70 LANDING 9 37+19.31 49.50' LT 48.80 LANDING/RAMP 10 37+29.23 49.52' LT 49.60 LANDING/RAMP 11 37+14.35 44.00' LT 48.66 LANDING/BOW 12 37+19.32 44.00' LT 48.76 LANDING/BOW 13 37+19.32 45.00' LT 48.77 LANDING/RAMP 14 37+29.24 45.02' LT 49.57 LANDING/RAMP 15 37+34.20 45.03' LT 49.66 LANDING D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 F / EXISTING BUILDING f TRANSITION PANEL zzo �N z X w ra 48" MIN 90BEND LANDING DOOW I 0 LANDING B' 12" MIN EXTENSION 0 48" MIN o (2) 90' BENDS DOWN LANDING 90' BEND 0 POST TYP W z ¢ 48" MIN r 10'-O" 5'-0° CENTERLINE OF POST PLAN CENTERLINE CENTERLINE CENTERLINE CENTERLINE TOP RAIL OR BOTTOM 2"0 TOP HANDRAIL NOTES: RAIL, TYP. 1. SHOP DRAWINGS OF HANDRAIL SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS BASED ON FIELD VERIFICATION FOR FABRICATION 4" AND INCLUDING AN EREC11ON DIAGRAM. MATERIALS BEING USED SHALL BE 3/16" SPECIFIED IN THE SHOP DRAWINGS. 2"0 POST SPLICE SLEEVE W/ 2. ALL HANDRAIL PARTS SHALL BE POWDER (0) S.S. BLIND 12" MAX FROM COATED PER SPECIFICATIONS PRIOR TO COUNTERSUNK BEND AND ON -SITE DELIVERY. FASTENERS ON ONE 0 20' O.C. MAX SIDE ONLY 3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE SLEEVE CONNECTION 0 2"0 BOTTOM RAIL PERMITTED. Z EDGE OF CONIC. RAMP M 4. ALL HANDRAIL COMPONENTS AND BASE 2-1/2 2-1/2" PLATES SHALL BE ADEQUATELY WRAPPED "rn BASE PLATE. SEE DETAIL THIS SHEET TO ENSURE SURFACE PROTECTION DURING I HANDLING AND DELIVERY TO THE JOB SITE. (4)°0 GALVANIZED �j4 BAR EACH WAY ®12" OC HEX HEAD ASTM F1554 FROM CENTERLINE OF SLAB. BEND 5. BASE PLATE, BOTTOM AND TOP RAILS AND C 0 GR36 CAST -IN-PLACE BARS 90 DEGREES AT ENDS HANDRAIL EXTENSIONS SHALL MATCH N ANCHOR BOLT W/ 4" SLOPE OF GRADE OF SIDEWALK, MIN EMBED TYP. RAMP AND LANDING. 8" X 8" X lz" THICK Z 6. CONTRACTOR TO PROVIDE TOLERANCES c.1 0 0 BASE PLATE WITH 1" WITH SLEEVES FOR THE HANDRAIL INSTALLATION PER THE SPECS. RADIUS AT CORNERS 2% MAX 2"0 POST d SURFACE MOUNT BASE PLATE Z 2"0 POST a o � d RAIL d �4" CEMENT CONC. RAMP d 4 d d 8" X 8" X 1/2' THICK BASE 4" MIN CSBC PLATE WITH 1" RADIUS AT CORNERS \ c / (2) #6 BAR CONT ALONG 3" a TOP AND BOTTOM (2) CONT4 BAR CONT (4) %"0 GALVANIZED HEX (2) \/ 4 B\HEAD -ASTMIN- F1554 GR36 CAST -IN-PLACE ANCHOR (4) WO GALVANIZED HEX \m BOLT W/ 4" MIN EMBED TYP. HEAD ASTM F1554 GR36 w CAST -IN-PLACE ANCHOR \ 3 MAX TYP \ BOLT W/ 4" MIN EMBED TYP. /io a � d 1 // \ COMPACTED SUBGRADE POST TO BASE PLATE \ 3" MIN TYP \ \6BAR CONT SURFACE MOUNT BASE PLATE SECTION /�\/�NGTOP AND BOTTOM ��• TYPICAL HANDRAIL SECTION EDGE OF BUILDING 48" MIN 48" MIN 2"0 HANDRAIL. SEE PLANTER STRIP RAMP ELEV. DETAIL THIS SHEET VARIES RAMP ELEV. CEMENT CONCRETE VARIES SIDEWALK. ELEVATION VARIES ,A \�aV '.e<. .�<.�<.�<.�..��.• —4" CEMENT CONC. RAMP 1. 20" MIN 5'-0" -0. 4" MIN CSBC SECTION B-B' CEMENT CONCRETE SWITCHBACK RAMP WITH HANDRAIL DETAIL SECTION A -A' NTS D... Sig. E"""bpe ID: 96C79925-D8 4M-BD89F 1S5986DC16 III 1Y2" 0 SCHEDULE 40 ALUMINUM HANDRAIL TOP, TYP. CONNECTIi DETAIL THIS SHEET %" 0 SCHEDULE 40 ALUMINUM EMBED POST, VERTICAL AND PI NON -SHRINK CEMENTITOUS GR( RAINIER AVE -- -- CEMENT CONCRETE SWITCHBACK RAMP AND STAIR DETAIL PLAN 0 2.5 5 10 15 SCALE IN FEET HANDRAIL EMBED POST CORE DRILL TO RECEIVE POST SLEEVE, ALLOW ROOM FOR GROUT. 4" CEMENT CONIC. SIDEWALK OR CONCRETE STEP LANDING SS CAPPED SLEEVE WITH 3 " COLLAR, GROUT IN PLACE 1" „ 2" RADIUS, Y" TYP. N OOVES, TYP. ) #4 EA. NOSE, TYP. 1-1/2" STAIR STEP NOSE DETAIL 12" PLUS TREAD WIDTH MIN LAYOUT POINTS STATION OFFSET ELEV DESCRIPTION 16 35+68.13 58.00' RT 44.61 LANDING 17 35+68.13 63.00' RT 44.53 LANDING, TOP OF STAIR, EXPANSION JOINT 18 35+68.13 67.00' RT 43.02 EXPANSION JOINT, LANDING 19 35+68.13 70.00' RT 42.97 LANDING 20 35+68.13 75.00' RT 42.90 LANDING 21 35+68.13 77.43' RT 42.97 MATCH EXISTING 22 35+62.13 77.43' RT 42.77 MATCH EXISTING 23 35+62.13 75.00' RT 42.81 BOTTOM OF RAMP, LANDING 24 35+62.13 70.00' RT 42.88 BOTTOM OF RAMP, LANDING 25 35+62.13 67.00' RT 42.93 EXPANSION JOINT, LANDING 26 35+62.13 63.00' RT 44.44 LANDING, TOP OF RAMP, TOP OF STAIR, EXPANSION JOINT 27 35+62.13 58.00' RT 44.52 LANDING, TOP OF RAMP 28 35+41.56 61.58' RT 43.74 LANDING 29 35+36.63 62.43' RT 43.70 AP, LANDING 30 35+36.63 70.57' RT 43.62 AP, LANDING 31 35+41.56 71.42' RT 43.59 LANDING 32 35+42.43 66.50' RT 43.66 AP, LANDING 18" MIN 0 7 12" MIN 4" CEMENT CONIC. I M � SIDEWALK 4" CEMENT CONIC. N p ° I1IIII D° SIDEWALK 2" COMPACTED CSBC p �� ° -�= j1 2" COMPACTED CSBC 1 COMPACTED /r\\�� SUBGRADE COMPACTED 12" SUBGRADE #4 REBAR 015" O.C. E.W., 2" CLR EXPANSION HANDRAIL EMBED POST, EXPANSION JOINT, TYP. #4 0 15"O.C. RUNNING BOTH JOINT, TYP. SEE DETAIL THIS SHEET WAYS, 2" CLR. 4" COMPACTED CSTC STAIR SECTION A -A D... Sig, Envelope ID: 96C79925.DBB6-4ESD.BD89-53135986DC16 GENERAL CONSTRUCTION CHANNELIZATION NOTES (APPLIES TO SHEETS 18-27) 1. THE CONSTRUCTION CHANNELIZATION SHOWN AND THE CONSTRUCTION SEQUENCING LISTED IN STAGE 1, 2, & 3 GENERAL NOTES ON THIS SHEET IS INTENDED TO DEMONSTRATE A POSSIBLE GENERAL COURSE OF ACTION. THE CONTRACTOR SHALL DEVELOP PHASING SUITABLE TO THEIR OPERATION AND SUBMIT FOR REVIEW VIA THE SCHEDULE AND THEIR TRAFFIC CONTROL PLAN. 2. THE CONSTRUCTION CHANNELIZATION SHOWN IS INTENDED TO MEET THE MINIMUM LANE REQUIREMENTS DURING DAYTIME HOURS. THE NUMBER OF LANES AND TURN POCKET LENGTHS SHOWN MAY NOT BE REDUCED DURING THESE HOURS. WORK TO BE PERFORMED OUTSIDE THE THREE WORKZONES SHOWN SHALL BE COMPLETED AT NIGHT. DURING NIGHT WORK, LANE REQUIREMENTS MAY BE TEMPORARILY REDUCED TO 1 LANE IN EACH DIRECTION. DRIVING SURFACES AND DAYTIME CHANNELIZATION ARRANGEMENTS MUST BE REESTABLISHED PRIOR TO DAYTIME HOURS. TRAFFIC CONTROL CONFIGURATIONS FOR NIGHT WORK ARE NOT SHOWN ON THESE PLANS. TRAFFIC CONTROL PLANS FOR NIGHTWORK MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE APPLICABLE CONTRACT DRAWINGS. THIS PLAN DEPICTS GENERAL CONSTRUCTION CHANNELIZATION ONLY. 4. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT. FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE SPECIFICATIONS ARE NECESSARY FOR ITEMS INCLUDING, BUT NOT LIMITED TO, STORM DRAINS, UTILITY TRENCHING AND OTHER ITEMS AFFECTING TRAFFIC OR AGENCY COORDINATION. 5. ALL CHANNELIZATION SHOWN IS SCHEMATIC ONLY. DETAILED TRAFFIC CONTROL PLANS CONFORMING TO THE MUTCD AND WSDOT STANDARD PLANS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER AT LEAST (14) DAYS PRIOR TO THE START OF ANY CONSTRUCTION STAGE. 6. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE, WATER, AND UTILITY SYSTEMS OR CONSTRUCT TEMPORARY SYSTEMS UNTIL FINAL SYSTEMS ARE FULLY OPERATIONAL. 7. PROJECT SIGNS SHALL BE PLACED AT BOTH THE NORTH AND SOUTH CONSTRUCTION LIMITS (COORDINATE EXACT LOCATION WITH THE ENGINEER). "BUSINESS OPEN DURING CONSTRUCTION" SIGNS SHALL BE PLACED AT BUSINESS ACCESSES AS SHOWN ON THE PLANS. THE SIGNS SHALL BE USED DURING ALL CONSTRUCTION PHASES. SEE SPECIFICATIONS FOR DETAILS OF 'BUSINESSES OPEN DURING CONSTRUCTION" AND PROJECT SIGNS. 8. TRAFFIC SAFETY DRUMS SHALL BE SPACED AT 35 FT. MAXIMUM INTERVALS ON CENTERS. FLASHERS SHALL BE MOUNTED ON ALTERNATING DRUMS. ADDITIONAL DRUMS AT CLOSER SPACING WILL BE REQUIRED AT INTERSECTIONS AND DRIVEWAYS TO SAFELY CHANNELIZE THE TRAFFIC. 9. DIFFERENT STAGES WILL REQUIRE ADJUSTING TRAFFIC SIGNAL HEADS AND VIDEO DETECTION EQUIPMENT AT INTERSECTIONS. TEMPORARY RELOCATION OF EXISTING POLES AND THE ADJUSTMENT OF THESE HEADS ON THE SPAN WIRE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SEE TEMPORARY SIGNALIZATION PLANS, SHEETS 33-35. 10. ALL CONSTRUCTION SIGNING, STRIPING AND CHANNELIZATION DEVICES SHALL BE PER MUTCD AND WSDOT STANDARD PLANS. EXISTING REGULATORY SIGNS SHALL BE ADJUSTED AS NECESSARY TO MAINTAIN VISIBILITY TO DRIVER'S DURING CONSTRUCTION. 11. MAINTAIN DRIVEWAY ACCESS TO BUSINESSES. 12. ENCROACHMENT ON TRAVELED LANES IS NOT ALLOWED. 13. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT. 14. STEADY BURNING WARNING LIGHTS (TYPE C MUTCD) SHALL BE USED TO MARK CHANNELIZATION DEVICES AT NIGHT. 15. CHANNELIZATION DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 16. ABRUPT PAVEMENT EDGES OF 0.20 FT (2.5") OR GREATER TRANSVERSE TO THE ROADWAY SHALL BE WEDGED ACCORDING TO THE REQUIREMENTS OF SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 17. MAINTAIN MINIMUM TRAVEL LANE WIDTHS OF 11 FEET WHERE NOT SHOWN BY A CROSS-SECTION. 18. PROTECT VALVE BOXES, MANHOLE LIDS, & CB LIDS WHEN EXPOSED PRIOR TO FINAL GRADING AND PAVING. 19. SEE SPECIAL PROVISION SECTION 1-10 FOR OTHER REQUIREMENTS REGARDING TEMPORARY TRAFFIC CONTROL. 20. MAINTAIN PEDESTRIAN ACCESS TO BUSINESSES. TEMPORARY PEDESTRIAN ROUTES THROUGH CONSTRUCTION WILL ALSO BE REQUIRED TO MAINTAIN PEDESTRIAN ACCESS BETWEEN INTERSECTIONS. STAGE 1 WEST SIDE CONSTRUCTION GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 1. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. REMOVE MEDIANS AND ISLANDS AS NECESSARY TO ESTABLISH CONSTRUCTION CHANNELIZATION AND PROVIDE TEMPORARY PAVEMENT PRIOR TO SHIFTING TRAFFIC. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 3. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER TEMPORARY SIGNALIZATION PLANS, SHEETS 33-35. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE EAST SIDE OF RAINIER AVE S. 4. INSTALL PROJECT SIGNS AND 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 5. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 6. SAWCUT PAVEMENT AND REMOVE SURFACE FEATURES AS NECESSARY FOR INSTALLATION OF THE JOINT UTILITY TRENCH. 7. CONSTRUCT JOINT UTILITY TRENCH. CONSTRUCT RETAINING WALLS IF NECESSARY FOR INSTALLATION OF JOINT TRENCH CONDUIT. COORDINATE WITH PSE (POWER AND GAS), CENTURY LINK, AND COMCAST AS THEY INSTALL THEIR NEW SYSTEMS AND DEACTIVATE THE OLD SYSTEMS. 8. AFTER NEW UTILITIES ARE FULLY OPERATIONAL, AND OLD UTILITY SYSTEMS ARE COMPLETELY DEACTIVATED, CONSTRUCTION OF NEW WATER AND STORM DRAINAGE IN CONFLICT WITH EXISTING UTILITIES CAN PROCEED. 9. REMOVE EXISTING FEATURES AS NECESSARY AND INSTALL WATER AND STORM DRAINAGE SYSTEMS. CROSSINGS AND OTHER PORTIONS OF THESE SYSTEMS THAT ARE OUTSIDE THE STAGE 1 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. 10. INSTALL WALLS, ILLUMINATION SYSTEM, AND SIGNALIZATION SYSTEM. 11. INSTALL CURB, GUTTER, SIDEWALK, DRIVEWAYS AND PROPERTY RESTORATION ITEMS. 12. SAWCUT AND REMOVE EXISTING PAVEMENT AS NECESSARY AND INSTALL CONCRETE INTERSECTION APPROACHES IN THE SOUTHBOUND LANES. INSTALL CONCRETE CROSSWALKS IN THE SOUTHBOUND LANES AND WEST LEGS OF INTERSECTIONS. PORTIONS OF THE CONCRETE ROADWAY AND CROSSWALKS THAT ARE OUTSIDE THE STAGE 1 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. INSTALL HOT MIX ASPHALT PAVING TO MATCH EXISTING PAVEMENT. 13. THE CONTRACTOR MAY INSTALL LANDSCAPING, IRRIGATION, AND SIGNING AT THIS TIME. ANY WORK WITHIN THE STAGE 1 WORKZONE THAT IS NOT COMPLETED PRIOR TO ESTABLISHING THE STAGE 2 WORK ZONE MUST BE COMPLETED AT NIGHT. 14. ANY REMOVALS OR UTILITY INSTALLATIONS THAT ARE OUTSIDE OF THE DELINEATED WORKZONE SHALL BE PERFORMED AT NIGHT. SEE ALSO SPECIAL PROVISIONS SECTION 1-07.23. STAGE 2 EAST SIDE CONSTRUCTION GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 2. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. REMOVE ISLANDS AS NECESSARY TO ESTABLISH CONSTRUCTION CHANNEUZATION AND PROVIDE TEMPORARY PAVEMENT PRIOR TO SHIFTING TRAFFIC. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 3. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER SIGNAL CONSTRUCTION STAGING PLANS. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE WEST SIDE OF RAINIER AVE S. 4. INSTALL 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 5. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 6. SAWCUT PAVEMENT AND REMOVE SURFACE FEATURES AS NECESSARY AND INSTALL WATER AND STORM DRAINAGE SYSTEMS. CROSSINGS AND OTHER PORTIONS OF THESE SYSTEMS OUTSIDE THE STAGE 2 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. 7. INSTALL WALLS, ILLUMINATION SYSTEM, AND SIGNALIZATION SYSTEM. 8. INSTALL CURB, GUTTER, SIDEWALK, DRIVEWAYS AND PROPERTY RESTORATION ITEMS. 9. SAWCUT AND REMOVE EXISTING PAVEMENT AS NECESSARY AND INSTALL CONCRETE INTERSECTION APPROACHES IN THE NORTHBOUND LANES. INSTALL CONCRETE CROSSWALKS IN THE NORTHBOUND LANES AND EAST LEGS OF INTERSECTIONS. PORTIONS OF THE CONCRETE ROADWAY AND CROSSWALKS OUTSIDE THE STAGE 1 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. INSTALL HOT MIX ASPHALT PAVING TO MATCH EXISTING PAVEMENT. 10. THE CONTRACTOR MAY INSTALL LANDSCAPING, IRRIGATION, AND SIGNING AT THIS TIME. ANY WORK WITHIN THE STAGE 2 WORKZONE THAT IS NOT COMPLETED PRIOR TO ESTABLISHING THE STAGE 3 WORKZONE MUST BE COMPLETED AT NIGHT. 11. ANY REMOVALS OR UTILITY INSTALLATIONS THAT ARE OUTSIDE OF THE DELINEATED WORKZONE SHALL BE PERFORMED AT NIGHT. SEE ALSO SPECIAL PROVISIONS SECTION 1-07.23. STAGE 3 GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 3. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER SIGNAL CONSTRUCTION STAGING PLANS. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE OUTSIDE LANES OF RAINIER AVE S. 3. SAWCUT AND REMOVE PAVEMENT FOR MEDIANS. 4. PERFORM ROADWAY PLANING, PRELEVEL AND FINAL LIFT OF HMA OVERLAY FOR THE ENTIRE PROJECT. REESTABLISH STAGE 3 CONSTRUCTION CHANNELIZATION WITH TEMPORARY TAPE. ALL PLANING AND PAVING OPERATIONS SHALL BE COMPLETED AT NIGHT. 5. INSTALL MEDIAN EXTRUDED CURBS AND COMPLETE THE MEDIAN IRRIGATION AND LANDSCAPING. 6. REMOVE STAGE 3 CONSTRUCTION CHANNELIZATION, INSTALL FINAL CHANNELIZATION, COMPLETE THE FINAL SIGNAL CONFIGURATIONS AND THE REMAINING PERMANENT SIGNING. 7. DURING DAYTIME HOURS USE TEMPORARY SINGLE LANE CLOSURES TO COMPLETE ALL OUTSTANDING WORK ITEMS. MULTIPLE LANE CLOSURES WILL ONLY BE ALLOWED AT NIGHT. D... Sig, Envelope ID: 96C79925.DBB6-4ESD.BD89-53135966DC16 MINIMUM TAPER LENGTH = L (feet) LANE WIDTH POSTED SPEED (mph) (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 — — — — 11 115 165 225 295 495 550 — — — — 12 125 180 245 320 540 600 — — — — BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74, 1 100 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CONSTRUCTION SIGNING NOTES "MOTORCYCLES USE EXTREME CAUTION" SIGNS (W21-1701) SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: 1. GROOVED PAVEMENT 2. ABRUPT PAVEMENT EDGE 3. STEEL PLATES 4. LOOSE GRAVEL OR EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH THE "MOTORCYCLES USE EXTREME CAUTION" SIGNS. CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 SIGN SPACING = X (1) RURAL ROADS 45/55 MPH 500' +— RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +— RURAL ROADS & URBAN ATERIALS 25/30 MPH 200' +— (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +— (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT —GRADE INTERSECTIONS, AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ARIAL NARROW FONT ol BUSINESS N ME BUSINESS NAME BUSINESS NAME BUSINESS NAME N BUSINESS NAME OPEN DURING CONSTRUCTION 4.5' BUSINESS ACCESS SIGN NOTES: 1. BUSINESS OPEN DURING CONSTRUCTION SIGNS SHALL BE CUSTOM MADE TO LIST EACH BUSINESS THAT IS ACCESSED BY THE DRIVEWAY WHERE THE SIGN IS PLACED. THE SIGN HEIGHT SHALL VARY (2.5' MIN) TO ACCOMMODATE ALL BUSINESS NAMES. 2. CONTRACTOR SHALL COORDINATE THE BUSINESS NAMES WITH ENGINEER PRIOR TO CUSTOM SIGN FABRICATION. THE NUMBER OF CHARACTERS AND SPECIFIC LETTERING SHALL VARY FOR EACH SIGN. BUSINESS ACCESS SIGN NTS D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 - RA � RERE pVE � r t MEDIAN I I I W 17+p0 \ c 2 1 �RAIN�AV Q ' c o❑ 2 6 J U if PLAN Z I 0 20 40 80 120 SCALE IN FEET 2' BUFFER 1' BUFFER � �j I - 11'-18.5' 11' 11' 11' 11' WORK ZONE THRU RIGHT SOUTHBOUND I LEFT TURN NORTHBOUND NORTHBOUND LANE LANE LANE LANE LANE 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION A -A LOOKING NORTH 2' BUFFER 1' BUFFER 11'-13.5' 11'-13.5' 0'-8.5' SOUTHBOUND SOUTHBOUND PAINTED LANE LANE MEDIAN 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION B-B LOOKING NORTH 11'-12' 11'-12' NORTHBOUND I NORTHBOUND LANE LANE GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE ® PAINTED WHITE EDGE LINE OS PAINTED WHITE WIDE LINE © PAINTED YELLOW MEDIAN LINE O7 PAINTED WHITE TYPE 2SL ARROW O9 PAINTED WHITE STOP LINE. 14 PAINTED WHITE TYPE 3SR ARROW CONSTRUCTION CHANNELIZATION LEGEND ° ° ° ° ° TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER D... Sig. E-bp. ID: 96C79925-D8 4M-BD89F lS5986DC16 0 20 40 80 120 SCALE IN FEET 2' BUFFER 1' BUFFER GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O6 PAINTED YELLOW MEDIAN LINE O9 PAINTED WHITE STOP LINE. CONSTRUCTION CHANNELIZATION LEGEND . . . . . TRAFFIC SAFETY DRUMS WITH LIGHT 11' 11' 11' 11' SOUTHBOUND SOUTHBOUND NORTHBOUND NORTHBOUND WORKZONE LANE LANE LANE LANE � BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 12' I TRAFFIC SAFETY DIRECTION OF TRAVEL DRUMS WITH LIGHT INSTALL TEMPORARY PAVEMENT SECTION C-C LOOKING NORTH - - - TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bp. ID: 96C79925-D8 4M-BD89F lS5986DC16 I T 111191111 Will, 11 11 11 RAINIER RNE "miki� © III ll� � LAN F- 1 ❑ — f-- — ; llUl II II II II II II II II I a 7 IDI 7 � � ® 3 C. 2 a �m a v PLAN z Q o 0 20 40 80 120 SCALE IN FEET 2' BUFFER 1' BUFFER 11' 0'-11.5' SOUTHBOUND PAINTED LANE MEDIAN 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION D-D LOOKING NORTH 2' BUFFER 1' BUFFER 11' 11' NORTHBOUND NORTHBOUND LANE I LANE 1' BUFFER 2 5 REMOVE EXISTING STRIPING TO PROVIDE VEHICLE ACCESS TO T OUTSIDE LANE REMOVE TRAFFIC CURB 2' BUFFER GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE ® PAINTED WHITE EDGE LINE OS PAINTED WHITE WIDE LINE © PAINTED YELLOW MEDIAN LINE O7 PAINTED WHITE TYPE 2SL ARROW O9 PAINTED WHITE STOP LINE. 10 PAINTED WHITE TYPE 2SR ARROW 12 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 14 PAINTED WHITE TYPE 3SR ARROW 16 PAINTED WHITE TYPE 1S ARROW CONSTRUCTION CHANNELIZATION LEGEND . . . . . TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER 15-22' 12' 11.5' 11.5' 11' 12'-15' 13' 12' 12' 12' 13.5' 15' 16.5'-19.5' WORK ZONE MERGE SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND RIGHT TURN WORK ZONE RIGHT TURN SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND RAISED NORTHBOUND LANE LANE LANE LANE LANE LANE LANE LANE LANE LANE LANE PAVEMENT LANE MARKER TAPER 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION E-E LOOKING NORTH 2' 1 TRAFFIC SAFETY DRUMS WITH LIGHT SECTION F-F LOOKING NORTH D... Sig. E—bp. ID: 96C79925-D8 4M-BD89F lS5986DC16 2' BUFFER 1' BUFFER 11' 0'-21' SOUTHBOUND PAINTED LANE MEDIAN 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION G-G 1U9KlFCTUM__ 1' BUFFER 2' BUFFER 0 20 40 80 120 SCALE IN FEET 11' 11'-13' NORTHBOUND NORTHBOUND LANE LANE 11' 11' 11' 11' - U I - WORK ZONE SOUTHBOUND I LEFT TURN I NORTHBOUND I NORTHBOUND LANE LANE LANE LANE ---1 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION H-H R56RIR�NDRTF� 2' BUFFER 1' BUFFER 2' TRAFFIC SAFETY DRUMS WITH LIGHT 11' 11' 12' 11' 11' MERGE SOUTHBOUND EXISTING EXISTING EXISTING LANE LANE TWO-WAY LEFT NORTHBOUND NORTHBOUND LANE LANE LANE SECTION JtiJ LOOKING NORTH GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE ® PAINTED WHITE EDGE LINE OS PAINTED WHITE WIDE LINE © PAINTED YELLOW MEDIAN LINE O7 PAINTED WHITE TYPE 2SL ARROW ® PAINTED WHITE DOTTED EXTENSION LINE 11 PAINTED YELLOW TWO-WAY LEFT TURN LANE 16 PAINTED WHITE TYPE 1S ARROW CONSTRUCTION CHANNELIZATION LEGEND . . . . . TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT - - - TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 0 20 40 80 120 1' BUFFER SCALE IN FEET 12' 11' 11' 12' 12' 12' 12' SOUTHBOUND SOUTHBOUND SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND THRU/RIGHT WORK ZONE LANE LANE LANE LANE LANE LANE LANE 12' 11' 11' 11' RIGHT TURN SOUTHBOUND SOUTHBOUND LEFT TURN LANE LANE LANE LANE SECTION A -A LOOKING NORTH VARIES 11' 11' PAINTED NORTHBOUND NORTHBOUND MEDIAN LANE LANE SECTION B-B LOOKING NORTH 2' TRAFFIC SAFETY DRUMS WITH LIGHT 2' BUFFER t �_� 1' BUFFER WORK ZONE 2' TRAFFIC SAFETY DRUMS WITH LIGHT 2' BUFFER 1BUFFER VARIES 11' 11' VARIES 11' 11' RIGHT TURN SOUTHBOUND SOUTHBOUND PAINTED NORTHBOUND NORTHBOUND LANE LANE LANE MEDIAN LANE LANE SECTION C-C CG0KngU_Ra T F_ 2' TRAFFIC SAFETY DRUMS WITH LIGHT GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O PAINTED DOUBLE YELLOW CENTER LINE O PAINTED WHITE LANE LINE O PAINTED WHITE EDGE LINE OS PAINTED WHITE WIDE LINE © PAINTED YELLOW MEDIAN LINE O7 PAINTED WHITE TYPE 2SL ARROW 10 PAINTED WHITE TYPE 2SR ARROW 12 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 14 PAINTED WHITE TYPE 3SR ARROW CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 1 I I N w f= N 19+00 0 � o — — o 0 71 N, � ��11:4!I MINT11 6 6 k g Q CS o �m c� > PEDESTRIAN CROSSING PROHIBITED UNTIL AFTER PROJECT COMPLETION ---- 9 cl) 15 ni N 9 3 V , 2 — • 1 6 0 i N — N + RAINIER AVE S + 26+UU 24+UV + N N z J U a I� 3 4 16 i 6 �—m PLAN z 0 20 40 80 120 SCALE IN FEET 2' BUFFER �-- 1' BUFFER 11' 10.5, O'-10' 10.5, 10.5 SOUTHBOUND SOUTHBOUND PAINTED NORTHBOUND NORTHBOUND LANE LANE MEDIAN LANE LANE SECTION D-D LOOKING NORTH 2' BUFFER 1 6 � WORK ZONE 2' TRAFFIC SAFETY DRUMS WITH LIGHT BUFFER 10.5' 10.5' 10.5' 10.5' SOUTHBOUND SOUTHBOUND NORTHBOUND NORTHBOUND WORK ZONE LANE LANE LANE LANE U 1� 2' If TRAFFIC SAFETY DRUMS WITH LIGHT SECTION E-E LOOKING NORTH GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O7 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O5 PAINTED WHITE WIDE LINE © PAINTED YELLOW MEDIAN LINE O7 PAINTED WHITE TYPE 2SL ARROW O9 PAINTED WHITE STOP LINE. 10 PAINTED WHITE TYPE 2SR ARROW 12 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 WHITE TEMPORARY CROSSWALK STRIPING 16 PAINTED WHITE TYPE IS ARROW CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 2' BUFFER t �—_1' BUFFER 2' h— TRAFFIC SAFETY DRUMS WITH LIGHT SECTION F-F LOOKING NORTH 2' BUFFER t �__l' BUFFER 0'-11' 11.5' 11' 11' 11' 11' 11' SHOULDER SOUTHBOUND SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND THRU/RIGH1 LANE LANE LANE LANE LANE LANE 2' TRAFFIC SAFETY 2' BUFFER SECTION G-G DRUMS WITH LIGHT 1' BUFFER LOOKING NORTH 11.5 +/-' 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' RIGHT TURN SOUTHBOUND SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND NORTHBOUND WORK ZONE LANE LANE LANE LANE LANE LANE LANE 2' - TRAFFIC SAFETY SECTION H-H DRUMS WITH LIGHT LOOKING NORTH GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O7 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE N w O4 PAINTED WHITE EDGE LINE W x N O5 PAINTED WHITE WIDE LINE O M © PAINTED YELLOW MEDIAN LINE N O7 PAINTED WHITE TYPE 2SL ARROW W J ® PAINTED WHITE DOTTED EXTENSION LINE 2 99 PAINTED WHITE STOP LINE. a 10 PAINTED WHITE TYPE 2SR ARROW 12 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 14 PAINTED WHITE TYPE 3SR ARROW 15 WHITE TEMPORARY CROSSWALK STRIPING CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER ® FLAGGER STATION D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 1' BUFFER 2 V " SCALE IN FEET �V BUFFER 2' BUFFER BUFFER WORK ZONE 10.5' 10.5' 10.5' 10.5' 10.5' 11.0' WORK ZONE EASTBOUND LANE EASTBOUND LANE LEFT TURN LANE LEFT TURN LANE j WESTBOUND LANE THRU RIGHT LANE �I2'�— TRAFFIC SAFETY DRUMS WITH LIGHT ---1 2'� TRAFFIC SAFETY DRUMS WITH LIGHT 2' BUFFER {BUFFER 1' BUFFER 11' 0'-5.5' 10.5' 10.5' SOUTHBOUND SOUTHBOUND PAINTED NORTHBOUND NORTHBOUND WORK ZONE LANE LANE MEDIAN LANE LANE J 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION K-K LOOKING NORTH 2' BUFFER 22'' {BUFFER BUFFER 10.5-11' 11' 11' 11, 11' 11 11' 12' 11' 11' SOUTHBOUND SOUTHBOUND LEFT NORTHBOUND NORBSOUTHBOUND -SOUTHBOUND TWO-WAY LEFT NORTHBOUND NORABTURNOUNDAABLANEAALANELANEA 2' u 2' TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION L-L SECTION M-M LOOKING NORTH LOOKING NORTH BUFFER GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O5 PAINTED WHITE WIDE LINE © PAINTED YELLOW MEDIAN LINE O7 PAINTED WHITE TYPE 2SL ARROW ® PAINTED WHITE DOTTED EXTENSION LINE ( PAINTED WHITE STOP LINE. 11)PAINTED YELLOW TWO-WAY LEFT TURN LANE 15 WHITE TEMPORARY CROSSWALK STRIPING CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT ® TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 9SC79925-DS8N4E6D-13D89d 135986DC16 GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O3 PAINTED WHITE LANE LINE Z O4 PAINTED WHITE EDGE LINE N H 4 W W 2 !n u7 n ® ® o o ®+00 1 0 N 202+00 203+00 < ,S3RD ST---------- -- W Z 0 J 4 STA 206+34.00 C) L'Z 3 MATCH EXISTING CHANNELIZATION PLAN N 0 20 40 80 120 SCALE IN FEET 2' BUFFER 1' BUFFER 10.0'-16.0' 11.0'-15.0' 0'-5.0' WORK ZONE EASTBOUND EASTBOUND SHOULDER LANE LANE 2' TRAFFIC SAFETY DRUMS WITH LIGHT CONSTRUCTION CHANNELIZATION LEGEND SECTION N-N LOOKING EAST TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT TEMPORARY CONSTRUCTION EASEMENT 71 TEMPORARY CONSTRUCTION BARRIER SURVEYED: KPG DRAWN BY: AEH K .®. L 1 ENT TAT CI l i OF 1\. L'.1V 1 O1V CITY nC RAINIER AVE S CORRIDOR IMPROVEMENTS PHASE 4 DRAWING NO. LV (S 3RD STTO NW 3RD PL) PROJECT NO. 14087A - DESIGN BY: AEH BID • Public Works Department CHECKBY: OBP Seattle 3131 Elliott Avenue, Suite 400 DOCUMENT CONSTRUCTION CHANNELIZATION PLAN - STAGE 2 FED AID NO. STP(UQ-1615(005 47649 o r PROJ MGR: JF Seattle, WA 98121 206.286.1640 APPFOR CONSTRUCTION DATE: JULY 2022 RMH S 3RD ST 26 285 NUMBER REVISION DESCRIPTION BY APP. DATE :>• FILE: 14087A-CONST03.dwg Tacoma I Wenatchee I KPG.com By. DATE: 12/22/2022 I 4:00 PM PST SHEET NO. OF D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 w Lu x V) Ln 0 Q cn cn z J 2 U H Q PLAN N 0 20 40 80 120 SCALE IN FEET 2' BUFFER 2' BUFFER 1' BUFFER— I I I F1' BUFFER 10.0' 10.5' 10.5' 10.5' 10.5' 10.5' lift WORK ZONE WESTBOUND WESTBOUND LEFT TURN LEFT TURN EASTBOUND EASTBOUND LANE LANE LANE LANE LANE LANE 2' 2' TRAFFIC SAFETY TRAFFIC SAFETY DRUMS MATH LIGHT DRUMS WITH LIGHT SECTION 0-0 LOOKING EAST 2' BUFFER 10.5' 10.5' 10.5' 10.5' 10.5' 10.5' WESTBOUND WESTBOUND TWLT EASTBOUND EASTBOUND EASTBOUND LANE LANE LANE LANE LANE LANE 2' SECTION P-P TRAFFIC SAFETY DRUMS WITH LIGHT LOOKING EAST GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNEUZATION NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O5 PAINTED WHITE WIDE LINE O7 PAINTED WHITE TYPE 2SL ARROW OS PAINTED WHITE DOTTED EXTENSION LINE 11 PAINTED YELLOW TWO—WAY LEFT TURN LANE CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT TEMPORARY CONSTRUCTION EASEMENT 71 TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 PLAN 0 20 40 80 120 SCALE IN FEET 2' 2' BUFFER BUFFER V BUFFER 1' BUFFER 11' 10' 10' 10.5' 11' 13' THRU/RIGHT SOUTHBOUND SOUTHBOUND LEFT WORK ZONE NORTHBOUND MERGE LANE LANE LANE LANE LANE LANE L 2'� 2'�- TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION A -A LOOKING NORTH 2' 2' BUFFER BUFFER 1' BUFFER 1' BUFFER 11' 10' 10' 11' 0'-17' THRU/RIGHT SOUTHBOUND SOUTHBOUND WORK ZONE NORTHBOUND PAINTED LANE LANE LANE LANE MEDIAN 2' - 2' `- TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION B-B LOOKING NORTH GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES Oi PAINTED YELLOW EDGE LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O7 PAINTED WHITE TYPE 2SL ARROW O9 PAINTED WHITE STOP LINE. 14 PAINTED WHITE TYPE 3SR ARROW i6 PAINTED WHITE TYPE 1S ARROW 18 PAINTED WHITE MEDIAN LINE CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT - - - TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 IN04 I 0 �9 3 15 19+00 _ PLAN iZ 0 20 40 80 120 SCALE IN FEET 2' BUFFER ' BUFFER 11" 11" SOUTHBOUND SOUTHBOUND WORK ZO LANE LANE 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION C-C LOOKING NORTH F- _Q O �o > - k PEDESTRIAN CROSSING PROHIBITED n y n F UNTIL AFTER PROJECT COMPLETION PEDESTRIAN CROSSING PROHIBITED UNTIL AFTER PROJECT COMPLETION �-v 2' BUFFER 1' BUFFER 11' E NORTHBOUND LANE �I 2' TRAFFIC SAFETY DRUMS WITH LIGHT 2' 2' BUFFER BUFFER 1' BUFFER 1' BUFFER 10' 11' SOUTHBOUND WORK ZONE NORTHBOUND LANE LANE 2' 2' TRAFFIC SAFETY TRAFFIC SAFETY DRUMS MATH LIGHT DRUMS WITH LIGHT SECTION D-D LOOKING NORTH GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. >� CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O3 PAINTED WHITE LANE LINE O PAINTED WHITE EDGE LINE o O PAINTED WHITE STOP LINE. w W 15 WHITE TEMPORARY CROSSWALK STRIPING 0 18 PAINTED WHITE MEDIAN LINE N N W Z � a CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 1' BUFFER 1' BUFFER 0'-11' 12' 11' 11' 12' 12' SHOULDER SOUTHBOUND WORK ZONE LEFT TURN LEFT TURN NORTHBOUND RIGHT TURN LANE j LANE LANE LANE LANE 2' 2' TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION E-E LOOKING NORTH 2' BUFFER 1BUFFER 1' BUFFER 2' BUFFER 12' 11' 0'-11' 12' 12' RIGHT TURN SOUTHBOUND PAINTED LEFT TURN WORK ZONE NORTHBOUND LANE LANE MEDIAN LANE LANE i2' 2- TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION F-F LOOKING NORTH PLAN Z 0 20 40 80 120 SCALE IN FEET 2' BUFFER 2' BUFFER 1' BUFFER 1' BUFFER 10.5'1� � L EA LANE TBOUND WORK ZONE 2' 2' 1- TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION G-G LOOKING WEST GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O7 PAINTED YELLOW EDGE LINE O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O5 PAINTED WHITE WIDE LINE O7 PAINTED WHITE TYPE 2SL ARROW ® PAINTED WHITE DOTTED EXTENSION LINE O9 PAINTED WHITE STOP LINE. M 10 PAINTED WHITE TYPE 2SR ARROW w w N 15 WHITE TEMPORARY CROSSWALK STRIPING 0 + 16 PAINTED WHITE TYPE IS ARROW M N 18 PAINTED WHITE MEDIAN LINE w z x U H Q 12' 11' 12' 12' LEFT TURN WESTBOUND WESTBOUND RIGHT TURN LANE LANE LANE LANE CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT [/ / / / / / 71 TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 c N F L 0 20 40 80 120 SCALE IN FEET 2' 2' BUFFER BUFFER 1' BUFFER 1' BUFFER 11' 12' SOUTHBOUND WORK ZONE NORTHBOUND LANE LANE 2'� 2'� TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION H-H LOOKING NORTH SOUTHBOUND TWLT NORTHBOUND NORTHBOUND LANE I LANE LANE LANE SECTION J-J L KILN NMIF 12' GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O7 PAINTED WHITE TYPE 2SL ARROW OS PAINTED WHITE DOTTED EXTENSION LINE O9 PAINTED WHITE STOP LINE. 11 PAINTED YELLOW TWO-WAY LEFT TURN LANE 15 WHITE TEMPORARY CROSSWALK STRIPING 16 PAINTED WHITE TYPE 1S ARROW 18 PAINTED WHITE MEDIAN LINE CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT — — — TEMPORARY CONSTRUCTION EASEMENT E� TEMPORARY CONSTRUCTION BARRIER D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 0 M H W LLj N If) 0 Q u) w z J 2 H Q PLAN O 20 40 80 120 SCALE IN FEET 2' BUFFER 11, 11' WESTBOUND WESTBOUND LEFT TURN LANE LANE LANE 1' BUFFER 2'F- TRAFFIC SAFETY DRUMS WITH LIGHT SECTION K-K LOOKING EAST 11' 11' 11' 19' 2' BUFFER 1' BUFFER 12' 12' E EASTBOUND EASTBOUND LANE LANE 2' TRAFFIC SAFETY DRUMS WITH LIGHT 19, 19, WESTBOUND WESTBOUND TWLT EASTBOUND EASTBOUND EASTBOUND LANE LANE LANE LANE LANE LANE SECTION L-L LOOKING EAST Ic3:1►1:1:L1SdeL`M I:i�I��C�I�[�3:L1►1►1��F�IIDC��II�+? FOR GENERAL CONSTRUCTION CHANNELIZA11ON NOTES, SEE SHEET 16-17. CONSTRUCTION NOTES O1 PAINTED YELLOW EDGE LINE O3 PAINTED WHITE LANE LINE O4 PAINTED WHITE EDGE LINE O5 PAINTED WHITE WIDE LINE O7 PAINTED WHITE TYPE 2SL ARROW ® PAINTED WHITE DOTTED EXTENSION LINE 11 PAINTED YELLOW TWO-WAY LEFT TURN LANE CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT WORKZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 17 DIRECTION OF TRAVEL INSTALL TEMPORARY PAVEMENT - - - TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION BARRIER D... Sig, E... bp, ID: % 79925-D8 4M-BD89d 135988DC18 GENERAL NOTES 1. ALL SIGNAL WORK SHALL BE IN ACCORDANCE WITH THE SIGNALIZATION PLANS, SHEETS 212-226. 2. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS, SHEETS 16-32. 3. COORDINATE NIGHT WORK WITH TRANSPORTATION MAINTENANCE MANAGER. 4. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 5. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS MATH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLAN SHEETS 212-226. 6. TEMPORARY INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 7. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT/HARING DURING CONSTRUCTION. 8. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIAN. 9• FOR CONDUIT/WIRING, SEE SIGNAL PLANS, SHEETS 212-226. 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON TECHNICIANS. 11. SIGNAL HEADS NOT IN USE SHALL BE NEATLY COVERED WITH OPAQUE BLACK MATERIAL. LEGEND EXISTING NEW DESCRIPTION 0— SIGNAL POLE TYPE II OR III O ® SIGNAL POLE TYPE I OR PS O DECORATIVE ROADWAY LUMINAIRE Oo-n LUMINAIRE —111. VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) �» PEDESTRIAN SIGNAL HEAD �E EVPE DETECTOR MAST ARM/POLE MOUNTED SIGN ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET DID Fs-cvl SMALL CABLE VAULT E:::]< 1111111111114 VEHICLE DETECTION CAMERA =a 104 PTZ CAMERA IR m ID B O DI JUNCTION BOX TYPE 1, 2, 8 00 WORK ZONE o � I STAGE 1 TEMPORARY SIGNAL PLAN SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: OPERATE EXISTING SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. CONSTRUCT PORTIONS OF THE NEW SIGNAL SYSTEM CONSISTENT WITH THE WORK ZONES FOR THIS STAGE. STAGE 2: INITIALLY, OPERATE EXISTING SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. COMPLETE THE NEW SIGNAL CONSTRUCTION AND CHANGEOVER TO THE NEW SIGNAL SYSTEM, WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. REMOVE PORTIONS OF THE EXISTING SIGNAL SYSTEM THAT ARE TO BE REMOVED. STAGE 3: OPERATE NEW SIGNAL SYSTEM MATH TEMPORARY MODIFICATIONS TO ACCOMMODATE CONSTRUCTION CHANNELIZATION FOR THIS STAGE (NOT SHOWN ON THESE PLANS). COORDINATE VEHICLE DETECTION AND SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FIELD. AT THE END OF THIS STAGE, MODIFY SIGNAL SYSTEM AS NECESSARY TO FINAL CONFIGURATION PER SIGNALIZATION PLANS. PLAN 0 10 20 40 60 SCALE IN FEET EXISTING OR NEW TRAFFI SYSTEMS SHALL REMAIN OPERATIONAL DURING C( INTERSECTION SIGNAL Mil SHALL BE DONE AT NIGHT POLICE OFFICER SHALL U TRAFFIC DURING THE CH) /!00 CONSTRUCTION NOTES 0 AIM VEHICLE DETECTION CAMERA AS NECESSARY AND CREATE VIRTUAL VEHICLE DETECTION ZONES FOR REALIGNED TRAFFIC LANES. O VIRTUAL VEHICLE DETECTION ZONE, SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. O3 FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. ® FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. MAINTAIN VISIBILITY OF EXISTING VEHICLE SIGNAL HEADS ON EXISTING MAST ARM. INSTALL NEW SIGNAL MAST ARM SHORTLY BEFORE CHANGEOVER TO NEW SIGNAL SYSTEM. O5 PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. © PROTECT EXISTING SIGNAL EQUIPMENT LOCATED WITHIN THE ROADWAY NTH CONSTRUCTION BARRIERS DURING CONSTRUCTION. PROVIDE OPENINGS IN CONSTRUCTION BARRIERS FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. REMOVE EXISTING MAST ARM SIGNAL POLE DURING CHANGEOVER TO NEW SIGNAL SYSTEM. MAINTAIN VISIBILITY OF NEW VEHICLE SIGNAL HEADS ON NEW MAST ARM. O7 TEMPORARILY COVER SIGNAL HEAD HATH OPAQUE MATERIAL UNTIL LANE BELOW IS OPENED TO TRAFFIC. / 3 W Z m co STAGE 2 TEMPORARY SIGNAL PLAN D... Sig, Envelope ID: 96C79925-D88P4M-BD89d 135986DC16 GENERAL NOTES 1. ALL SIGNAL WORK SHALL BE IN ACCORDANCE WITH THE SIGNALIZATION PLANS, SHEETS 212-226. 2. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS, SHEETS 16-32. 3. COORDINATE NIGHT WORK WITH TRANSPORTATION MAINTENANCE MANAGER. 4. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 5. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLAN SHEETS 212-226. 6. TEMPORARY INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 7. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT/WIRING DURING CONSTRUCTION. 8. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIAN. 9. FOR CONDUIT/WIRING, SEE SIGNAL PLANS, SHEETS 212-226. 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON TECHNICIANS. 11. SIGNAL HEADS NOT IN USE SHALL BE NEATLY COVERED WITH OPAQUE BLACK MATERIAL. 18+00--- LEGEND EXISTING NEW DESCRIPTION @ SIGNAL POLE TYPE II OR III 0 ® SIGNAL POLE TYPE I OR PS O0 DECORATIVE ROADWAY LUMINAIRE o LUMINAIRE VEHICLE SIGNAL HEAD 4. VEHICLE SIGNAL HEAD i� (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) �» PEDESTRIAN SIGNAL HEAD EVPE DETECTOR MAST ARM/POLE MOUNTED SIGN ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET ® ® SMALL CABLE VAULT VEHICLE DETECTION CAMERA �a a PTZ CAMERA ® Z IT IRO 11 JUNCTION BOX TYPE 1, 2, 8 WORK ZONE I SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: OPERATE EXISTING SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN, INCLUDING PORTABLE TEMPORARY TRAFFIC SIGNAL TRAILER MOUNTED SIGNALS. CONSTRUCT PORTIONS OF THE NEW SIGNAL SYSTEM CONSISTENT WITH THE WORK ZONES FOR THIS STAGE. CHANGEOVER TO NEW VEHICLE SIGNAL HEADS ON NEW MAST ARM POLE, TEMPORARILY USING EXISTING SIGNAL CONTROLLER. REMOVE PORTIONS OF THE EXISTING SIGNAL SYSTEM CONSISTENT WITH THE WORK ZONES FOR THIS STAGE. STAGE 2: INITIALLY, OPERATE EXISTING SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. COMPLETE THE NEW SIGNAL CONSTRUCTION AND CHANGEOVER TO THE NEW SIGNAL SYSTEM, WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. REMOVE THE EXISTING SIGNAL SYSTEM. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE CONSTRUCTION CHANNELIZATION FOR THIS STAGE (NOT SHOWN ON THESE PLANS). COORDINATE VEHICLE DETECTION AND SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FIELD. AT THE END OF THIS STAGE, MODIFY SIGNAL SYSTEM AS NECESSARY TO FINAL CONFIGURATION PER SIGNALIZATION PLANS. PLAN Z 0 10 20 40 60 SCALE IN FEET RAINIER AVE S I —I I EXISI ai I I SYST Cl I OPEF I INTEF c� CD P I I F SHAL ® I 11 POLI( TRAF STAGE 1 TEMPORARY SIGNAL PLAN CONSTRUCTION NOTES O1 FURNISH AND INSTALL PORTABLE TEMPORARY SIGNAL SYSTEM WITH MAST ARM IMMEDIATELY BEHIND CONCRETE BARRIER. MAXIMIZE MAST ARM REACH OVER TRAFFIC LANE. LOCATION OF SYSTEM AND SIGNAL HEADS SHALL BE VERIFIED WITH THE ENGINEER. SIGNAL HEADS SHALL BE CONTROLLED BY EXISTING TRAFFIC SIGNAL CONTROLLER CABINET ASSEMBLY. CONNECT COMMUNICATIONS AND POWER EQUIPMENT AND CABLES. COMPLETE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. DISCONNECT AND REMOVE SYSTEM AFTER CHANGEOVER TO NEW SIGNAL SYSTEM. SEE SPECIAL PROVISIONS. O CONNECT TEMPORARY WIRING INSIDE EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. DISCONNECT AND REMOVE EXISTING WIRING AS NECESSARY. PROTECT EXISTING CABINET IN PLACE UNTIL CHANGEOVER TO NEW SIGNAL SYSTEM. O DURING CHANGEOVER TO PORTABLE TEMPORARY SIGNAL SYSTEM WITH MAST ARM SIGNAL HEADS, DISCONNECT AND COVER OR REMOVE EXISTING MAST ARM SIGNAL HEADS. ® AIM VEHICLE DETECTION CAMERA AND EVPE DETECTOR AND CREATE VIRTUAL VEHICLE DETECTION ZONES FOR REALIGNED TRAFFIC LANES. O VIRTUAL VEHICLE DETECTION ZONE, SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK MATH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. © PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. O7 FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. ® FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. INSTALL TEMPORARY WIRING FOR SIGNAL HEADS FROM TERMINAL CABINET TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. INSTALL TEMPORARY WIRING FROM EVPE DETECTORS TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. Og DURING CHANGEOVER TO NEW SIGNAL HEADS ON NEW MAST ARM POLE, TEMPORARILY RELOCATE EXISTING VIDEO VEHICLE DETECTION CAMERAS TO NEW MAST ARMS. INSTALL TEMPORARY WIRING TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. REMOVE EXISTING CAMERAS AND WIRING AFTER CHANGEOVER TO NEW SIGNAL SYSTEM. IQ PROTECT EXISTING ELECTRICAL SERVICE CABINET IN PLACE UNTIL CHANGEOVER TO NEW SIGNAL SYSTEM. 11 RELOCATE EXISTING SIGNAL HEAD (CIRCULAR RED, CIRCULAR YELLOW, CIRCULAR GREEN) ON EXISTING MAST ARM. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE TYPE N MOUNTING PER WSDOT STANDARD PLAN J-75.20. PROVIDE WIRING AS NEEDED. RELOCATE TWO EXISTING SIGNS FROM MAST ARM TO POLE TO REDUCE XYZ WIND LOAD. TEMPORARY LOCATIONS SHALL BE APPROVED BY THE ENGINEER IN THE FIELD. 1P FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. MAINTAIN VISIBILITY OF EXISTING SIGNAL HEADS ON EXISTING MAST ARM. INSTALL NEW SIGNAL MAST ARM SHORTLY BEFORE CHANGEOVER TO NEW SIGNAL SYSTEM. — — — — — — -------------- L--=-- 0 0 0 0 0 0 0 0 0 o po r� I III IN AaWo Co] ,�I'j;�'1 I �i �"�•1 •--��TYP. 6 a D... Sig, Envebp, ID: 9EC79925-D8 4M-BD89d 135988DC18 GENERAL NOTES 1. ALL SIGNAL WORK SHALL BE IN ACCORDANCE WITH THE SIGNALIZATION PLANS, SHEETS 212-226. 2. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELZATION PLANS, SHEETS 16-32. 3. COORDINATE NIGHT WORK WITH TRANSPORTATION MAINTENANCE MANAGER. 4. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 5. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLAN SHEETS 212-226. 6. TEMPORARY INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. HARING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 7. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT/HARING DURING CONSTRUCTION. 8. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIAN. 9. FOR CONDUIT/WIRING, SEE SIGNAL PLANS, SHEETS 212-226. 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON TECHNICIANS. 11. SIGNAL HEADS NOT IN USE SHALL BE NEATLY COVERED WITH OPAQUE BLACK MATERIAL. 12. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY VIDEO CAMERA VEHICLE DETECTION SYSTEMS FOR ALL APPROACHES AT THIS INTERSECTION. lbqLqqwqqllw �� ;�.— � 0-1 32+00 1------- -- T`Y�P. ------ LEGEND EXISTING NEW DESCRIPTION (9— SIGNAL POLE TYPE II OR III ® s SIGNAL POLE TYPE I OR PS DECORATIVE ROADWAY LUMINAIRE 0-1 LUMINAIRE VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) P PEDESTRIAN SIGNAL HEAD --K- EVPE DETECTOR -# MAST ARM/POLE MOUNTED SIGN ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET ® ® SMALL CABLE VAULT 11111111111141 VEHICLE DETECTION CAMERA �4 a PTZ CAMERA ®m D7 9 O 01 JUNCTION BOX TYPE 1, 2, 8 WORK ZONE 7'�L_w TYP. STAGE 1 TEMPORARY SIGNAL PLAN SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: OPERATE EXISTING SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. CONSTRUCT PORTIONS OF THE NEW SIGNAL SYSTEM CONSISTENT WITH THE WORK ZONES FOR THIS STAGE. STAGE 2: INITIALLY, OPERATE EXISTING SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNALIZATION PLAN. COMPLETE THE NEW SIGNAL CONSTRUCTION AND CHANGEOVER TO THE NEW SIGNAL SYSTEM, WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNAUZATION PLAN. REMOVE THE EXISTING SIGNAL SYSTEM. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE CONSTRUCTION CHANNELIZATION FOR THIS STAGE (NOT SHOWN ON THESE PLANS). COORDINATE VEHICLE DETECTION AND SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FIELD. AT THE END OF THIS STAGE, MODIFY SIGNAL SYSTEM AS NECESSARY TO FINAL CONFIGURATION PER SIGNALIZATION PLANS. ------------- �-Q TYP. 1'---------- CONSTRUCTION NOTES O FURNISH AND INSTALL VIDEO CAMERA VEHICLE DETECTION SYSTEM INCLUDING ALL ASSOCIATED EQUIPMENT AND WIRING FOR TEMPORARY USE ON EXISTING SIGNAL MAST ARM. AIM CAMERA AND CREATE VIRTUAL VEHICLE DETECTION ZONES FOR REALIGNED TRAFFIC LANES. TEMPORARY LOCATIONS SHALL BE APPROVED BY THE ENGINEER IN THE FIELD. DURING CHANGEOVER TO NEW SIGNAL SYSTEM, RELOCATE VIDEO DETECTION SYSTEM TO NEW SIGNAL MAST ARM. FOR PERMANENT LOCATIONS AND WIRING, SEE SIGNAL PLANS. O VIRTUAL VEHICLE DETECTION ZONE, SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH THE TRANSPORTATION MAINTENANCE DEPARTMENT. O FURNISH AND INSTALL VIDEO CAMERA VEHICLE DETECTION SYSTEM IN EXISTING TRAFFIC SIGNAL CONTROLLER CABINET WHILE EXISTING SIGNAL SYSTEM REMAINS IN OPERATION. DURING CHANGEOVER TO NEW SIGNAL SYSTEM, RELOCATE VIDEO DETECTION SYSTEM TO NEW TRAFFIC SIGNAL CONTROLLER CABINET. COORDINATE WORK WITH THE TRANSPORTATION MAINTENANCE DEPARTMENT. ® FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. O FOR LOCATION AND INSTALLATION OF SIGNAL POLE, SEE SIGNAL PLANS. MAINTAIN VISIBILITY OF EXISTING VEHICLE SIGNAL HEADS ON EXISTING MAST ARM. INSTALL NEW SIGNAL MAST ARM SHORTLY BEFORE CHANGEOVER TO NEW SIGNAL SYSTEM. © PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. O PROTECT EXISTING SIGNAL EQUIPMENT LOCATED WITHIN THE ROADWAY WITH CONSTRUCTION BARRIERS DURING CONSTRUCTION. PROVIDE OPENINGS IN CONSTRUCTION BARRIERS FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. REMOVE EXISTING SIGNAL POLE DURING CHANGEOVER TO NEW SIGNAL SYSTEM. MAINTAIN VISIBILITY OF NEW SIGNAL HEADS ON NEW MAST ARM. STAGE 2 TEMPORARY SIGNAL PLAN PLAN Z 0 10 20 40 60 SCALE IN FEET ------------------ I -----------------I \� ----- j ---- `RAINIER AVE S D... Sig, En bpe ID: 96C79925-D8 E6D-BD89-53135986DC16 FIRESTONE I I -SDMH #14042 (500178) SDMH #14041 (500177)� TRIM 30.27' RIM 30.05' B�$,( O'REILLY AUTO PARTS TFtASHC SDMH #14062 (500182)\ / g RIM 30.76' / a a a „DWY° a p C) o° � a TOM TUR I I 32� a w---w. .... .... .... .... .... . .... SS CONSTRUCTED �� . 18 BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT _ RAINIER AVE S _ _ _ . .... � /. . • .... .. .�. .. o IC 88 .......................................` \:............... o CB 10403 (500068) o RIM 30.84 .... .... .... �1\\ .. .... o IE 27.4 EW2"2"RON .. .... .... .... .... .... .... .... 27.2 N,11RO : : : 1-, : : : : :::. .... ...... .... ..... .... ......•.:•.`.... .. _ -30- DWY BE SDMH #13897 (500041) SDMH #13892 (500181) RIM 29.78, RIM 30.14• SHELL 7-ELEVEN PLAN Imm 0 10 20 40 60 SCALE IN FEET TRASHCAN a 10' METAL SCULPTURE (TYP) !/1' METAL BEjH 0 c� \ DT2" o w AT�+y 20 c lisp SHFFT 44 ° O \ t '\ s Elw CB 14138 (136074) RIM 33.07' \/ WALGREENS 29.7 W, 8" IRON .7 W 29.7 E, 8" IRON RATIVE METAL COLUMN (TYP) �JIICEU LAQUE - RUTHERFORD'S XX BARREL 1930 SMH 13637 (MH2183) IM 32.18 25.5 N,W-E ® CL 12" CLAY DECORATIVE METAL COLUMN (TYP) METAL BENCH CB 13614 (141051) RIM 33.73 E 26.8 N, 12" PVCIE26.7SW, 12" PVC METAL & PLASTIC, W/POWER, LGREENS" ATIVE METAL COLUMN (TYP) 4 PVC m GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. '5/ CB 13673 (178157) �S E_/ MAPS' RIM 30.64 CB 101 (500065) IE 26.6 E, 12" METAL RIM 30.33 CB 108 (5000 )` "IRON P IE 28.1 W, 1 SDMH 11 30 (1365 1) IF za.o sE, 1z IR°" RIM .96 E 29.6 E, 12',I ON RIM 30.40 � GP CORRESPONDING SHEETS I E 2s.9 NW. " CQNC BEAM POST ;, dC CATEGORY SHEET E 26.8 SW, 6" CONIC 22' BILL ARD, IE 18.5 W. 48" OFF W R EXISTING CONDITIONS PLAN 36 IF 18.5 E, 48" CPP I -BEAM POST SDMH 13674 (178158) SITE PREPARATION & TESC PLAN 47 GRQUN . D RIM 30.57 CB 13672 (178163) IE 26.4 NW, 12" METAL 12" ROADWAY PLAN 58 / RIM E 18.3 SW, 48" HDPE IE 28.9 E, 6" CONIC E 1a.z NE, 4a" HDPE ROADWAY PROFILE 68 GROUND.R METAL BENCH IE 28.5 S, 6" CONIC SSMH 10531 (MH6344) CB 10077 (500066) DRAINAGE PLAN 8D AC RIM 31.22 RIM 30.38 DRAINAGE PROFILE 90 \ " IE 24.9 W-E @ OIL 12" IRON IE 27.9 NW, 12IRON IE 27.8 SE, 12" IRON SEWER PLAN 107 GATEWAY FEATURE 18474 ( 500069 �O ) 0' METAL COLUMNCB CB 13694 (178167) SEWER PROFILE 116 RIM 30A4 RIM 31.18 WATER PLAN 121 IE 26.7 W, 12" METAL IF 26.5 NE, 12" HDPE E 26.6 N, 12- METAL IE 2s.5 S, 12" METAL WATER PROFILE 131 '___ __• SDMH 13695 (178159) HERTZ/LYFT RIM 3o.93 JOINT UTILITY TRENCH PLAN 144 CABLE E 21..6 9 BE, BE, 112" HDPE 2' METAL E 21. I JOINT UTILITY TRENCH SCHEMATIC 152 ` IE 17.8 NE, 48" METAL IE 17.8 NW, 48"ILLUMINATION METAL & INTERCONNECT PLAN 200 METAL & PLASTIC, CHANNELIZATION & SIGNING PLAN 228 W/BER' W/POWER, UBER_ LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E-bp. ID: 96C79925-D880-4E61D-BD89d3135986DC16 ISANSONINA WALGREENS 1 MIDAS N la 5' METAL & PLASTIC, W/POWER, I "CASCADE CREST" �35--i CB 10229 (133313) in .37 �' CB 31050 (500080) RIM 34.94 RIM IE 31.9T N, INACCESSIB IE 31.2 W, 8" CPR IE 31.91 E, INACCESSIBL 1 IF30.8 S, 12" CPR STOP FILLED W/SLUDGE CB 13fi15 (NO ID) m 31172 (133312) RIM 33.89 RI 35.03 W- W CB 10230 (142243) IE 32.5 E, 8" CPR a IE 3 2 S. 4" CONC _ W CB 10259 (141290) CB 10231 (133535) RIM 33.01 IE 31.5 NW, SIZE/TYPE UNKNOWN CB 3 171 (NO ID) c� RIM 34.15 RIM 3223 IE 30.5 W, 8" PVC CB 31208 (300039) RIM 3 .39 IE 28.0 E, 12" PVC IE 29.7 E, 6" PVC IE 30.5 SW, 8" PVC RIM 35.54 IF IN CESSIBLE, FULL 0 DIRT IF 27.8 S, 8' PVC CULV 10273 IE 29.6 N, 12" CPR I' IE INACCESSIBLE N,SE, FULL OF MUD CB 31049 (500079) IE 27.8 SW, 12" PVC IE 29.9, 8" PVC 29.3 S. 12" CPR C) ELEV 33.5 @ TOP OF TEE, 12" CMP RIM 35.56 IF 27.7 N, 8" PVC CB 10232 (500071) SSMH 10826 (MH2184) \`CAI AC / 25' METAL & PLASTIC, / E INACCESSIBLE, RIM TARRED IN PLACE RIM 32.36 IE 28.3 N, 12" CPP RIM 32.71 MARL IE 26.5 N-S ®CL 8" CLAY ' W/POWER. "MIDAS" IE 28.3 W, 12 PV T -34 30' METAL &PLASTIC, "PIZZA W/POWER, HUT" \\ 3' JUNIPER AC -�36� O RR -TIE RELAVALRICK D2 T1 • * C DT12" .31 32- �1IJ(` _35� SS L_ SS( SS S PK 45 p {-�� SPII(E 47 ,Jv, BUSRTLN RR -TIE RET\4 ROCK _ _BUS PT.I W W m W W- W / W W W W DO .... .. .... ... Lj M / Li .... .... .... �.. .... .... .... .... ... .... .... .. ... .... ... .... .... . .... .... / N W .... .. .. .r . .. ./ . _ \ N 1n 3 MIG 9, I E R AVE. S ' 1. ppp ��Ae \ Llj N . . ... \ .. Z-32- W W W W \ W .\ ... W U J \ U DY PK 55 ,JVE,7 32 1.533 \33� IIJJ PK 2 AC _ AC GP � AC 1) -32 IRONCABLE /"GP �® I ^ N GATE ARM IRON GATE ARM PINE20" 40' METAL & PLASTIC \� % ON IRON SUPPORTS, \ W/POWER, "WENDY'S" \ \ / 5' CHLK 20' METAL & PLASTIC, W/POWER, 'SAFEWAY" W/ GAS PRICES II � HERTZ/LYFT AFEW,A� WENDY'S II6' WOOD G -3 II h SPEED B MP 41011 AC Q ACAC PLAN z L 0 10 20 40 60 SCALE IN FEET RR -TIE RET WALL TACO TIME 2' METAL & PLASTIC, W/POWER, "DRIVE-THRU" P GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91,100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F lS5986DC16 GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S SDMH 30 0 (133311) CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND RIM 40A9 SOUTH LAKE IS NOT NECESSARILY ACCURATE OR COMPLETE. METRO PCS / E 36.4 N; ,2 CDNC E 3s.4 s,'1z" CONIC EUROPEAN I SSMH 3 a1 (MH2145) E 33s s, ,a" CMP AUTOZONE 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS ELEV 38.3 ® TOP OF WATER PIPE, 8" IRON I RIM 41.1 SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, SDMH 30535 (133310) IE 33.6 -E ® cL 8" CONC /- RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN CB 30968 (500078) RIM 4g0I11 SDMH z045s na831 '4b- APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE RIM 39.69 I IE 35.4I N, 12. CONC ii ( CB 30056 (178830j IE 38.9 N, 4" CONIC IE 3s.3 S, 12 coNc f / RIM 45.05 / EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING IF 33.� N 18" CMP IE INACCESSIBLE, RIM 44.90 eLEV 317.3 ® TOP of WATER PIPE, FULL of WATER E 41s w, a" UNKNOWN WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL IE 4,.6 E, 8" UNKNOWN SDMH 30875 1333os) � a" IRory / OIL SEPARATOR s14 (zsooa,) ', / PIPES UNDER WATER DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S IM 39.4s , BIG ISLAND I / RIM aa.6s FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL s.z w, s" CONIC a o� ce 97a0 (,333oa) UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE 45 IE 41.5 E, 12" IRON IE 36.2 N, 6" CONIC I RIM 43.89 IF 34.e E, 18" CONIC POKE / SDMH 9781 (178833) IE 42.2 NW, 6" PVC CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE RIM 44.06 E 421 W, 12" IRON EXPLORATION. CALL 811. IE 41.3 NW, 12' PVC / IE 42.0 SE, 12" PVC 3' WOOD HANDRAIL (TYP) I I / IE 39.4 S, 12" CONIC J IE 3s.a s, 8" CONIC 3. CONTOUR INTERVAL = 1 FOOT. RAISED PATIO '^ AC SSMH 9782 (MH6688) I RAISED PAT10 I qq. RIM 44.33 u s' METAL, W/POWER, 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & _ IE 36.8 W-E ®CL 8 VC o) °AUTOZONE" POTHOLE PLANS, APPENDIX J. 1 I I a2 I 25' METAL & PLASTIC, W/POWER, SSMH 9783 (MH2143) p COL a CO 1 TAT ONLY)O O a "TO NG, METRO PCS, SUBW�-Y"'� RIM 44.02 a Q 47� IE 35.2 W, S, N ®CL " PVC coo n p p / I _43 30648 (500077 1 p RIM 41.76 \\ o` ��EMPTY T _u _may D'p AC GP n' IE 40.4 W, 4" CONC AC p IE 40.2 E, 8" CONIC \ a p a W PK 35 a GP P ��G p '44 DS3" U G o CL B DWY WY G S M M TV S W G �� ' - 5• . j W S S �.. .... .... W 5L'i.... ... ..... .... ..� ... y.. 0 � ocA E"D of ALL ... ' c� � 5PU EED R•RWER .. a / ... .... / /� + 14 PIPES APP OXIMATE N k N,/ RAINI R A [ Sl -:-::: Q .. .: I MIC 78 / a N :::::_ ::::: N .:::: . .:::::: -� �T ........... . WlJ/ /.. ... ... .. �... .... .. / J Z I .. ............( ... �. ......... . W W W ..... W w PK 57 WY O AC P - q �] CD Q PK 56 ---44- C:J 2B-METAk��[� p 0' METAL RT.TUR _ . - RENTOT VETERINARY OSPITAC C 878 CJ - _ -q3- WOOD STAIR LASTIC. O _ I . _SSMH 3143 HMi Q45) i'c-- ' DT24" a - TACO TIME"�� RIM 4-/ _ �� 3 CD 42�29W/CL 8" CONIC ' 42 AC 3 \\ / 8' STEEL (POST ONLY)CD 47 -40 T VI f.P L 40. �� 7 15' METAL, "ONE STOP" CONIC RET WALL • {� _C) C� 3' METAL - - - - CD CD 0 3 I CB 9862 (500076) r--- - RIM 44.81 '9 c7I DO.NOT.ENTER °L p IE 43.7 S, 6" IRON CORRESPONDING SHEETS P CATEGORY SHEET CB 301ss (162506) 1 CB 30297 (1 2508) I EXISTING CONDITIONS PLAN 38 AP6 I CB 30384 (162507) RIM 40.36 0 ' RIM 0 S RIM 39.27 IE 37.1 S, 8" PVC IE 37.o s, s" Pvc IE 36.6 S. 8" PVC SITE PREPARATION & TESC PLAN 49 �1S \ N ,, a - IE 36.8 N, 8" PVC IF 36.6 N, 8" PVC � ROADWAY PLAN 60 T SHCAN 3 \ DTP IE ass E, e" PVC N� RENTON GRAVITY ROADWAY PROFILE 70 SDMH 31227 (134529) AC BUDDY'S HOME VETERINARY I SPORTS DRAINAGE PLAN 82 RIM 40.56 Ea.z W, 1 8SS TO BE CONSTRUCTED I VACANT I FURNISHING HOSPITAL DRAINAGE PROFILE 92 I3" " IF 34.2 E, 1 BY DOWNTOWN UTILITY PK 6 SEWER PLAN 109 I IMPROVEMENTS PROJECT SEWER PROFILE 116 WATER PLAN 123 12" W TO BE CONSTRUCTED T c� CULV 20442 I WATER PROFILE 132 BY DOWNTOWN UTILITY pri . 11 E 37.8, 6" IRON JOINT UTILITY TRENCH PLAN 146 IMPROVEMENTS PROJECT I JOINT UTILITY TRENCH SCHEMATIC 154 \� O WOOD RET WALL ILLUMINATION & INTERCONNECT PLAN 202 SDMH 202s2 134507) o CHANNELIZATION &SIGNING PLAN 230 IE 33s sw 18" CONC W IV I / PLAN ;Z LANDSCAPE PLAN 240 E 31.8 E, 18"ICONIC M IDWY : I 7 I a< URBAN DESIGN 252 0 10 20 40 60 IRRIGATION PLAN 265 SCALE IN FEET RIGHT OF WAY PLAN 278 D... Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F HS5986DC16 I36798 7520 (133304) / I 1-6 I RIM'44.41 IE 41' S, 6" CONC CON BLOCI ET WALL CONC REP WALL -61 IE 41.1 NE, 6" CONC / DT12" IE 40.8 SE, 6" CONC 62 - IF 40.8 12" CONC SS 8252 (MH2138) I \ IS 40.8 N 12" (CAPPED IM -5 _ IF 40.7 SW„6" CONCOING (CAPPED) /yg� IE 44.3 .3 NW -SE @ CL 8" CONC CB 8849 (133306) 5 RIM 44.52 SDMH 7519 133303) 1 IS 43.6 S. IRON RIM 43.47 / \ I a 5 K N BRICK CHIMNEY IE 39.8 W, 8° ON IE 39.7 SW, 8" ONC I ~ Q 5 FOOTING IE 39.3 S, 12' C NC CAPPED) \\ s WOOD IE 18" CONC Q� 5 DECK PWM6" SSMH 8848 (MH2140) PK 65 V RIM 47.40 5 �56 d FL 3679I08 WATSON SECURITY E 41.e w-E ®cL a" CLAY 1 -ss R 'AC �� 16" a \ 2.3' METAL POST FENCE CONC PET WALL + \ CB 9359 (NO ID) / CB 8843 (133307) \ HOL 8" \/ - \ RIM 45.65 RIM 44.51 INE18" bi CED18" �� k O IE 43.0 S, 8" PVC \ CB 8289 (133305 ® \ IE 43.4 W, 6" CONC \ \ 0 An IE 428 N, 6" IRON 9 RIM 43.51 Z 8 IE 42.8 NE, 6" CONC S IS 41. , 6" CON Q - I SDMH 8845 (178835) AC I 8 CED18" a RIM 44.90 p \ IE 41.3 SW, 6" CONC STOP SHRSJ$S�IVY CED18" 1 A IE 40.9 N, 12" CONC AC CB 747 135020 } 4s " 0 "PER RECORD \ TV \ � / \\�-46 RIM .44 p 1\ AC a ° YY '_ J .9 E, 8" CONC 0 p OP --d- AC S RE 1T 799+ .9.% �CJ WPK-34 r K 3 H v� P 44DWY Llj W DT3" -46 W T T = DWY Off, o A -q W W N M W P O S S W CAPPED WYE (�YP)� W W / W \ + I-- .. .... .... .... .... .... .. S -� S -� S 44\ �/ \ N = a. .... _ .... .... y� - N _ SSMH 8844 (MH2139 SSSMH 8288 (MH668 CLEAN OUT LOCATION S N . • •. RBR RIM 44.96 RIM 4423 \ (PE AVO/RECORO) \ • . • ... W N6- .� .... .... ....IE 37 3 WtN-S ®CL 8" CLAY .. .... ... ... .IE 38.2 NW-S @ CL 8"... .... .... ... .. ... ... \ Z N :::: •yt<:-:............................. ° ..... `._-46` RAINIER AVE S o �� \ o A\ ................. �- - w o. ........... Z \ �, 00 J ... �. ... .... ... .. .... .... . U .... . ... .... .... .... .... .... . Q �W W ..�... .... .... ..� .... .... .... ....�. ... W Vy W �`�MIC .. .... .115 SS W T W S DT36°4 K 58 '- DT34" S a BU p DWY ° WY OT34' -44- DTi6" i 4i - - -S R p DP2�„ sne - wood Box R AC CONC BLOCK CDT T G D 26" G - - - - AC RET WALL I G AC AC � G - - - _ GP RAMP FLAGSTONE AC J GP AD G -46- s6 O4 \ T iJ / GATE COL 1 RC. 18912.MULLIN WATER FEATURE 30' METAL &PLASTIC, W/POWER, N / \ W/ROCKS "FORMULA FAST LUBE° / li -30' METAL & PLASTIC ON BRICK BASE, CONCIyILOCK NET WALL W/POWER, "WEST WIND MOTEL" 2' WOOD BOX W2' WOOD CARVING I TOP WEST WIND MOTEL I ROYAL ORCHID FORMULA 1 FAST LUBE TOMMY'S CAFE I , I I I PLAN 4Z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGA110N PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bp. ID: 96C79925-D880-4E61D-BD89d 135986DC16 Py�yQ I _Ss ss ss� BROWN BEAR CHEVRON / % MCDONALD'S PLUM12" CAR WASH —� / CB 7716 (NO ID) 30' METAL &PLASTIC, W/POWER, 1�B 6984 (149448) 30' METAL & PLASTIC, RIM 38.70 / CB 6953 (149449) \ IE 4" CONC CHEVRON/BROWN BEAR RIM 37.16 RIM 38.04 W/POWER, GOLDEN ARCHES / IE 35.0 W, 4' PVC IE 34.4 N, 4" PVC ( ) \ IE 37.1 N. 6" GONG CB 5225 149447 ° \ P IE 36.9 S, 8" GONG ANDONED) IE 35.0 N, 8" IRON O�Gk OIL -WATER SEPARATOR IE 34.4 E, 6" PVC RIM 36.10 \ VACUUMS i \ IE 34.4 S. 8" IRON IE 34.0 E. 6" PVC \ �` ° ° I IE 33.9 W, 8" GONG ° GP OGP \ / \ ° Q ° DT4 DDT6 1 GP zz CB 38 G METAL GUARDS RIM 36.64 W/MAILBOX QI' ° SS RAIL �j iP IE 35.0 E, 8" GONG WATE�PUMPS `P S PIPE NOT VALEMETAL & PLASTIC, �C G GP �-y0 W/POWER,"EXIT" - W I 9E Y O_ 3', "METAL'd PLASTC, j'36�36p � ' DT10' 0 37 \i\ CB 6740 (502307) \ \ 1 O / ° DT10' 36" CB 491 (133534) 70AC io1'RIM 35.07IM36E, 1 31.7-SW, 6"-PVC�3R6 E ' .E E12" CO A \ ) _31GOINGAC CD, C) DT2 � CD, DT28 0 1 `1'U, ®Q� ° ,n N PIPE NOT VISIBLE - W PIWE PER V16E0-C6CA1101�APP ° D W \ W M \ \ \ SD SDI SD SD O.... .... .. .... .... .... .... ... ..3 ... .... \ . .... .... .... .... .... .... .... .0p+ .. ... ... 36 • CO 4977 (101D) .... 2 co \ W O \ \ N + 00 RAINIER AVE S ;': 9 3a '' CL RIM313o.so 12" GONG o N :. •. •. •. •. •. •. •. •. •. •. IE 31.0 W. 12" GONG V) M � O W - �J.. .. • \• ' • ••' \• • • • .. SESMH 6741 (MH2111) M37.50h R\ .... .... .... .... I302 N,S-E ®CL 8"-12" GOING .... .... .... ....\ O W os \ ... .... .. ~ °DT20 S W • .. , DT36.... .. \ TKLD 4 W .. .. .... D 66 G GP TFi7 AC ° G 'PO ON \ a ,FO — DWY ° G . ST W D,�AIL Q ° ° C) �1 P P SA PLAQUE-"T SCD / 1 • 1z / / 'f ` CD, iJ W W W AC - I I` HCP.PRKG � P p —36—� GP / HCP.PRKG © 0 36 IL'� { --36_ D7;24'° RAISED BRICK PLANTER (TYP) GP •• �' 3' METAL HANDRAIL I-j SD 30' METAL &PLASTIC, W/POWER, / „¢� HCP.PRKG� O 3 COL P- TOMMY'S CAFE / OR O P ® CB 15316 (50481 RAMP / Q / I + RIM 35.99' CB 15315 (504811) P U p� Q Q a METAL BIKERACK RIM 35.98' QLA / Lo SSMH 7124 (MH2112) 3' METAL HANDRAIL RIM 38.44 pW'y / S o IE 28.4 E-W ®CL 8" COI C OIL WATER SEPARATOR S PIPE DRY F.-.. T r T Ss T Ss SS SS ss TOMMY'S CAFE L MO' MET & PLASTIC, J/POWER. SS / y �' DT12 v METAL SHED � SS SS Z � 3 O C7 MO' BUSINESSES CB 7185 (114109> S O Ss S �� STARBUCKS N RIM 34A8 C� DT2 ' IE 31.3 S, 6" PVC ' IE 31.1 N, B" PVC vi I a SS®S� S G7 —C@-13554 NO ID) 1 DT/�SS _SS SS PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E-bp. ID: 96C79925-D880-4E61D-BD89d3135986DC16 blb NO SIG_3g\ CB 5310 (141061) 30' METAL & PLASTIC, W/POWER RIM 37.57 "ARCO" I OQ V E 34.4 SW, 12" CPP E 34.4 NE, 12" CPP CB 4282 (150289) _ RIM 35.78 SS 3 SS A �O';��L� •. DT6" AY GAS VECB 44NT 34 (141062 ( ) IE 31 5 NE, 8" CONIC I SS IE 31.3 SW, PIPE SIZE/TYPE UNCLEARI IE 3ll NW, 12" CPP �\�S�P' `, Gc` • • O q�� p ((. t 0 \ v RIM34.0 SW, 12" CPP I CB 4435 (141295) CONC ARCO I MP '• ` 0 U E 34.0 N, 12" CPP RIM 38.77 `G�`•/ �'� I / CB 4281 (142249) RIM 35.09 IE 333E 8" CONC IE 31.5 SE, 12" CPP AM/PM j IF 31.2 N, 12" CPP I SDMH 3736 (134577) I \� -o •\ �� \ RIM 35.75 IS 29.4 SW, 8" CONC 3 \ \\ IE 29.4 W, 12" GOIN \ ",•? �� ` IE 25.6 SW, 48" CONC SDMH 4467 (141294) a924) JQ SD IE 25.4 NE, 48" CONIC RIM 40.24 �'10 \ ppT6 SDIE INACCESSIBLE S IF INACCESSIBLE E, UNKNOWN I RENTON LAUNDRY I 29.4 E, 12" GONG - \\� 1 \ AC IE 33.5 S, 12' CPP 1n \ \••••. \\\ SEE NOTE #5 SDMH .87' (NO ID) CB 4945 (17892 \ . RIM 39.8T I I RIM 35.42 SDMH 4436 (136Ti0)� SDMH (/4465 (NO ID) E INACESSIBLE 1 \ \' I \\- RIMRIM 38.93 RIM 40.19' PLUGGED W/DIRTTE I ��' IS 33' 9 S, 12" CPP \ CB 3697 (135019) •�\ ELEV 36.5 ® TOP OF TEE 3 AC CULV 517 \' RIM 37.93 IE 33.9, CO C 1l - \- • '` SQ IE 36.4 W, 8' GONG __C?� POCD WER\UT_0EE I I JO !e `js �,p•• a BU 104 - W MH 37-35 (MHk396) ( A,IE 38.4 S, CO IE 38.4 N, 8" CONC • RIM 6.32 \ / 36� •\� '2 6r . -fpSD ' DT4" 3 1 1 �_- . BURIED - \SDT4„ ED D S_SD c 3 I SD SD 6 l AC I DT15' - 35.22- �� - Gi SDI SD E 29'; 12 .:W. -- NC ' DT24" O ( - 50 IE 2S, GONG�� W - IS 28.8 N,•18" GONG OO ZZ jH Nn W DT24" BK . 30 U WY DT20' O / .38� / w w �p � _ s s S4 S s SSMH 3837 (MH5395 , , , , , , , , , . . w . ... .... .... .... .... .... .... .... o RIM 37.81 /l „ „ � / IS 32.2 NW,N-S M / N 12" CONC S, 8" NC N, WE RAINIER AVE N o wo �/ O Q\6::::::::::::::::::::::::•.::::::::::::: I :::::::::: + ................. N +00 0 33+00 , 341+00 35+00 M 0 0 .... .... .... .... . .... .... ... .. .... .. ... ... o . .... .... .... .... .... o �O: �.. �. l .. \ M RAINIER AVE S l o ' l \ a \ \ \ Z Q o \ J H N o \ ............� ............... ........ �� .........� w ...•............ ................................ . 9 PK 4 a a T' �36 K 28 P . 97 METAL & PLASTIC, P PK 36 �Q '� P 4 38 5 e K 16 p- �BANNE BANK" T A \ O •• ,; g � ,°�• _ 5T26" p 3L 1�-- -37 •pTp,,,` _`I� Q + .. �� 36�= DT1� - \OMMEMCRATIVE'35 MONUMENT -IELD / n- NO SIGNAL BANNER BANK - I \ - 1. I• ` :; \ %/ ,, /�� FO _3 �. '\ �� _= �T12" o DT20 FO -� \ = _ w p31-\�_�-W- / - .. MATCH LINE 50 Q o _30_ STA 601+ / /s° / DT16- SHEET 46��°. PLAN Z IMM 0 10 20 40 60 SCALE IN FEET i'29- T--P - CB 4727 (141898) RIM 28.22 IE INACCESSIBLE, RIM STUCK GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZA11ON & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 PLAN 4Z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F lS5986DC16 SDMH 199 (146356) RIM 54.7 IE 51.6 N 8" CMP IE 502 N , 12' CONC SDMH 1724 (169038) DMH 2805 (136050) 11 IE 49.9 N 8" CMP RIM 55.45 IM 54.80 IE 49.8 N E, 8" CONIC IE 50.2 E, 12" CONIC 47.5 E. 12" CPP IE 44.9 S 18" CONIC IF 45.6 NW, 12" CON E 44.1 NW, 8" CONIC / IE 44.9 N 18" CONC IE 45.3 S. 18" CONC E 42.1 N, 18" CONIC MY DENTIST E 41.2 SE, 18- CONC - - ON 2804 (150766) DENTAL IEIM50.76N, 1 " CMP CENTER - BRIM 154.42 995 46357) 59 OWY ICONIC NET WALL IE 50.6 W, "CMP IE 522 N, 4" CPR IE 49.8 E, 8" CMP E 49.8 8, 12" CMP 8- ss� \ 5' CHILE IE 52.7 0 TOP OF TEE 0 8" C, VACANT GERBER COLLISION ADVANCE �n CB 1819 (NO ID) p \s RIM 5239 & GLASS AUTO TUNE IIj IF 48.5 W, 12"CPP p \S\ - SID O I I STMF I;;I', (MH2-0s1 SID ' a 5 + F I CB 1461 (150165) p SD CB 13572 (136052) R M 56.72 50.2 NW, 6" CONIC CB 913 (NO ID) RIM 58.14 _ S AC RIM 54.19 502 N, S, CONIC RIM 58.34 \ IE 51.4 S, 12" CONIC IE 56.0 S, 8" PVC CB 1722 (136051) D14y J IE 56.0 N, 8" PVC '�F g4 •� - AC 1 E 55.8 W, PVC - d \ SSMH 1719 (MH2109) 47.0 S, 8" CONIC IS 56.0 E, 6" PVC S E 55.7 E, 6" PVC �A' \ 4.14 p RIM 54.78 IE 56.0 W, 6" PVC •• .• �: p IE 45.9 N-S ® CL 8" CONC CB 1462 (150164) 18' METAL &PLASTIC, W/POWER SSMH 1016 MH2180 IF 50. 12„ CONIC RIM 57.61 ( ) CB 1044 (136082) RIM .2 N, CB 1015 (136081) IE 522 N-S ® CIE 8" C \ / •y \38 1 > - ` \ RIM 55.67 IE 56.2 N, 8" PVC RIM 57.31 49.9 S, 12" IRON IF 54.4 W, 6" PVC �� cn D ' 7' M AL, "DENTIST"- - Z I IE 49.8 NI, 12" IRON ,r IF 53.8 S. 12' IRON HEAT.PUMf GATE DT24lDT38' J-STOP RAMP E, 6°, NOT VISIBLE - - - p �,5q � S � AC /�b•xIRON RIM 5252 @ P - RIM .00 GP2 IE 50.0 S. 8" IROA� \ \ p- a F \ 30' METAL �57 ham' IE 50.1 IRON b NIE 46.3 S, 12° IRO SS - CONC`RET WALL - - OST i P 46.2 N, 12" IRON 53Sf ET ` �5s- SS CONIC RET W AC Op 53 W DT24"- o P SD �S N� SD SD S - S S S S S S - 5 ... ... .... .... .... . . .. . .. .... .. W RAINIER AVE N W a \ 0 0 `& 41+= ss 42+00 43+00 + am N W ... .... \.... .... .... .... .... .... �. .... . ... .... . ... .... .... .... .... ... Z . �... .... a... ...�... .. .... .... ..�\ \\ J \ \ 2 FU Q a PK 18 o DTI O" a PK 19 p T10'd Al2" DT4" 3 STONE WALL f - IVY IVY �OTB" ` /"'24" C:� -58 _C \ \o DT6 (3)�� nr CB 1606 (135018) \v CB 1607 (135017) T - CT12" \ m _ / RIM 54.74 - (\ E 53.4. S, 6" IRON H 2457 136048\ RIM .5 S, � - �57-.�_ SUM ( ) IE 50S, 6" IRON AC \ EM44.925, 12 PVCN STCR FULL OF DIRT \ \ AC ` WOOD STAIR & LANDING - - IE 38.5 NW, 18' CONC \ / CB 3051 (113808 \ )/ IE 38.5 SE, 18" CONIC EM47749 9S. 6" CONC E, 6", NOT VISIBLE (CAPPED) \ 5" // j / FO 56 /" / / Fo Fo / - Fo PK 220 / Fo I r �- Fo _ - FO PK 39 AC WALK F �Fo-\ PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E—bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 zD GENERAL NOTES HERTZ/LYFT CB 18465 RIM 30.97 113735) S EWAY SD. METAL &PLAsnc, W/POWER & LED,-SAFEWAY- CB 18710 (141564) CB 18707 (141563) 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTORS IE 29.4 S, 8" GONG RIM 3o.aa RIM 30.76 CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND 0 No IE 28.7 E, 8" PVC IE 28.3 NW, 8" PVC IE z9.1 w, a' PVC CB 18485 (113734) S NOT NECESSARILY ACCURATE OR COMPLETE. METAL & P CB 18709 (NO ID) RIM 31612 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS wER, "ue.-� ce 1564s (1a155a) RIM 31.n 1 E 28.8 E, 6" PVC IE z3 s, a' GONG NO.PHAFEWAYPRKG SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RON GAT RIM 31.03 E za.z NE, a" PVC ARM "a E 28.7 N, 6" PVC 0 cB 18708 (No ID) ONE.WAY SAEEWAYPRING RECORD DRAWINGS, OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE METAL &PLAsnc, w/PowER, CAR CLUB INC" RIM 3TnoC0DT1 29.4 W, 6" PVC003'CABLE ' EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING BLE cP ABLE sroP/oNEwnY oNE.wnYQ as TRASHCAN nc 0 DT10" DT12" APEwnY.PRKc WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S AC PAC /\ RC.HAI.LS33125 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL IRON GATE ARM SP 5 POST.ONLY DT1a" 3•„� PwE14" UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE UViJ YWV 3, T12 3' j PINE1a" 3' CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE 1 d a d d — eP MAP6 a — — — — — EXPLORAl10N. CALL 811. D� AML° 3. CONTOUR INTERVAL = 1 FOOT. N os L 1 1 1 1 1 1 1 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. M M M M MS 'Aa M Al M CD N n 20 +00 MIC 90 .. n 203+0 3RD ST 204+00 n c 205+00 .... 's . '� .... .. . S S s S 5 s s N w -0 03 03 0 0 0 C `J J f T T U ® d Al ❑ DWY (\ ~ Q DT4' 11 DT20" T4" ONE.WAY - - � B SIGNAL ENDS � � TRASHCAN TRASHCAN SDMH 18172 (13587) 3 _ 11 WOOD PLTR FF=32.14 DT4" 8 " LONG METAL BENCH SDMH 18144 (135 77) IE 23.3 E, 8" GOING 3' METAL HANDRAIL RIM 31.36 IE 23.1 NW, 12' METAL IE 26.2 N, 8" COOC IE 24.s E, 8"CO C IE 24.6 W, 8' CO C r SHELL 7-ELEVEN FORTUNE CASINO PLAN 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN — SEWER PROFILE — WATER PLAN 129 WATER PROFILE — JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH SCHEMATIC — ILLUMINA11ON & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E—bp. ID: 96C79925-D880-4E61D-BD89F lS5986DC16 SIBLE N, /DIRT & WATER 1 CB 5007 (178923) / CB ta r I A AC I I 15' METAL & PLASTIC, W/POWER, I "MCDONALD'S" - L_MLETAL�LLAZL_J/U.�LL "DRIVE THRU" _ / /RENTON AVENUE EXT Lo.. . .. ... .... . rn Lo 00, 597 00 596+00 595+69 N\........: •, , : :\, ::, ., ., , :\ ::: t ::, \ .... \ SDMH #5380 (134526) \ \ RIM 43.42' 2 CIS OS \ �6 (IS CIS n d d S AC 6. �. \ \ (MH5398) RIM 42+78'2.78' RIM 53(141060) RI RIM 39+3.37 IE 35.9 W, 12" CPR / E 35.9 NE, 12" CPP / PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTORS CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - D... Sig. E-bp. ID: 96C79925-D880-4E61D-BD89F lS5986UC16 • MEMORIAL PLAQUE REBAR & CAP 62 CB 5943 (141025) RIM 31.01 � CB 3613 (113444) IE 26.2 N, 6" CONIC 1 RIM 35.36 IE 26.2 S, 12" GONG • IE 33.3 NE, 6" CONC SDMH 5795 (113445) ,_�• D •d SDMH 3696 (113443) 1 RIM 34.35 RIM 30.48 IE 30.8 SW, 6" CONC IE 26.3 S, 12" CONC IE 25.7 E; 42" GONG CB 5965 (141904) IE 26.2 W, 12" CONIC 4.9 NW, 18" CONIC RIM 30.27 IE 26.0 E, 12" GONG ' IE 24.9 N. 12" CONC CB 4785 (112861) IE 26.7 E, 6" GONG IE 25.9 N, 12" CONIC $/ RIM 32.21 IE 26.6 N, 6" CONC CB 5970 (14190 ) IE 26.2 S, 12" CMP IE 26.6 5, 6' CONIC RIM 30.69 1 \ IE 26.7 E, 6" CONC 1 •� IE 26.7 W, 6" CONIC \ \ b ' as' -�\-� oj DT19" 0A , oj v1 d d d as f d• o Wo 0 L........... \....... .... ..... ........------------... ` OS� a� OS .... .... .... .... . .... .... .. . .... .... .... .... .... .... .... .... .... . ... .. .... .... \ \ ..................... W.'� •Y. .... ... LAIC J 6p+00 603+00 AIRPORT WAY / 604+00 0 3 5+06 \.•................ 1 .. / . .... .... / .... .... .... .... ....y _�.. ..... .... .... .... .... .... �.1. ..../•• \ \.. / Z.............. ............ ................ {• :: �'H M M- T- 0 0 / / \ SDnq / 4 24 DWY d r77- - - a a a a DT10' UT12" DT12" DT12"� 4 GP _ M Al) Do _ AC/ �{ 0 CB 6442 (114023) RIM 29.78 DT12 / ^ I E 27.8 W, 6" GONG • BP.Z•HIGH is CB 6034 (113446) p \I 1 Q CB 6215 (113447) \ �\ �® / RIM 27 598 8" CONIC SUM 6218 (114022) RIM 29.93 /`� ' a IE 27.5 E, 8" CONC I EIM2 0 E, 12" CONC IE 26.1 S, 8' CONIC a 1 IE 26.8 W, 12" CONIC CB 6186 (114026) :ii IE 26.4 W, 8" CONIC IE 26.8 E, 12" CONIC ' I RIM 29.94 W IE 26�4 N, 12" CONIC / BANNER BANK 'G E 27.4 N, 8" CONC > IE 2 3 S, 12" IONIC WING WAL_ ; A IORA PRIMARY CARE a KAZI'S HOOKAH I Y I LOUNGE �J `1 w 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTORS CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS, RECORD DRAWINGS, OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 811. 3. CONTOUR INTERVAL = 1 FOOT. 4. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - D... Sig. E-bp° ID: 96C79925-D880-4E61D-BD89F lS5986DC16 I I I I FIRESTONE I I -SDMH #14042 (500178) SDMH #14041 (500177)'RIM 30.27'� I RIM 30.05' DWY O'REILLY AUTO PARTS -00 RAINIER AVE S 12+00 DWY SDMH #13892 (500181)J RIM 30.14' STA 12+12.5 61.1' RT SHELL 7-ELEVEN NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. , I I � 14080 (/83) IIM 30.6 P CB 14138 (136074) RIM 33.07' ,O PT 1 �v 98�22 �4 / WALGREENS J� Cl 10233 (Tij RIM 31.50 / II IE 29.7 W, B" IRON IE 29.7 E, 8" IRON \ o v Q CB 13614 (141051) 0 RIM 33.73 IE 26.8 N, 12" PVC X IE 26.7 SW, 12" PVC � CJ STA 14 6.9 / TA 14+43.1 53.3' LT ��° 61.2' LT CULV 10734 STA 13+98.8 C> q" IE 31.1, 8" PVC 64.8' LT 2 STA 14�-i1.2 ° 3 _ _ 4S, +09.9 \ \ a n w----w 3.8' LT \ .� DT 00 S 14+05.4 \' a F `n 81� RT STA 14+30 6 cm 51.1' LT )) II e STA 14+47.0 c e 13.3' RT a STA 1LT68.2 ti STA 12+53.400 _ _ - _ _ 30.0' LT 57.9' RT STA 13+48.3 N m 1 STA 12+67.1 34.5' RT CB 12 (500067) I� m o 37.9' RT R 84 0 CB 0403 (500068) 1 2 . E, 12" IRON F4 II i RIM 30.84 E 7 , 12" IRON II Q I� ^ IE 7.4 E, 12" IRON +12.5 IE zz Nw, 1z" IRON ---__ T 1 STA 13+00 w w w co 40.3' RT -- / B IW 14+60.2 20 40.0' RT 2 FO ME 20 BEGIN STA 201+1 ss 1 30.2' LT a : " �� RIM 30.40 IE 26.9 NW, 6" CON C 4 . _ IE 2s.8 SW, " CDNC S 14+19.8 2 O IE 18.5 W, 4 " CPP IE 18.5E 48 CPP 64. RT 5 OD SO H 13674 (17 58) RIM23�.SNW, 12" M TAL CB 13672 (178163) 4 IE30.58 1 3 SW, 48" HD E IEM28.9 E, 6" CDNC IE 18. NE, 48" HD STA 14.. 0.0 IE 28.5 S, 6" CONIC IDT2" Q, oTz" DUN/ a 69.6' RT CB 10077 (500066) OO 3 AU STA 14+01.4 RIM 30.38 \ IE 27.9 NW, 12" IRON �Qry 70.2' RT IE 27.A SE, 12" IRON STA 13+00.7 �� \ � � STA 13+93.1 � 13+ 0 " O'OII 0 STA 12 49.5' R 44T�H ove Srq c W 2 2 peso SyFFT SS PLAN 0 10 20 40 60 SCALE IN FEET 4 1.uuuon/ y CB 13694 (178167) 14 RIM 31.18 W, 12" METAL IE 26.5 NE, 12" HDPE N, 12" METAL IE 26.5 S, 12" METAL SDMH 13695 (178159) RIM 30.93 IE 25.9 SW, 12" HOPE IE 21.6 SE, 12" METAL IE 17.8 NE, 48" METAL IE 17.8 NW, 48" METAL H E RTZILYFT SDMH #14062 (5001 RIM 30.76' ® CO. cJ GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZA11ON & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE DI AM currm ')IQ-9A7 SITE PREPARATION & TESC LEGEND 0 REMOVE CEMENT CONC. PAVEMENT -REMOVE ASPHALT PAVEMENT; BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT - - - - - - FULL DEPTH SAWCUT LINE XXXXXXXX REMOVE CURB AND/OR GUTTER SILT FENCE INLET PROTECTION REMOVE CONIFEROUS TREE d REMOVE DECIDUOUS TREE SITE PREPARATION NOTES O1 REMOVE MEDIAN OR TRAFFIC ISLAND. O2 REMOVE AND RELOCATE FENCE PER ROADWAY PLANS, SHEETS 58-67 ® REMOVE, SALVAGE, AND RELOCATE BENCH. O5 REMOVE, SALVAGE, AND RELOCATE TRASH RECEPTACLE. i2 REMOVE AND RELOCATE TRELLIS, PER ROADWAY PLAN, SHEET 58. 13 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. 20 REMOVE EXISTING FENCE. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 WALGREENS MIDAS STA 17+30.5 la I STA 17+60.5 112.2' LT I 113.0LT CB 310 0 (500080) CB 10229 (133313) in PROTECT EXISTING SWALE STA 17+25.9 " CPP 82.0' LT .94 IEIM313 3 N, INACCESSIB 93 E, INACCESSIBL STA 16+18.9 STA 16+49.3 2" CPP FILLED W/SLUDGE 81.1' LT 81.0' LT 15 (NO ID) F 1172 (133312) W W CB 10230 14224 ( .89 E, 8" OF 5.03 .2 S. 4" CONIC SANSONINA Po CB 10259 (141290) CB 10231 (133535) RIM 33.01 NW, SIZE/TYPE UNKNOWN 1171 (NO ID)RIM34.15RIM 3223 IE 30.5 W, 8" PVC !LE 208 (300039) 35.39 IE 28.0 E, 12" PVC IE 29.7 E, 6" PVC 30.5 SW, 8" PV RIM 35.54 NACCESSIBLE, FULL 0 DIRT IE 27.8 S, 8" PVC CULV 10273 IF 29.6 N, 12" CPP IE INACCESSIBLE N,SE, FULL OF MUD STA 17+61 8 CB 31049 (500079) IE 27.8 SW, 12" PVC IE 29.9, 8" PVC 29.3 S, 12" CPP CD ELEV 33.5 ® TOP OF TEE, 12" CMP 74.3' LT RIM 35.56 .56 IF 27.7 N, 8" PVC STA 1 2 .1 E 13 ssIBLE, CB 10232 (500071) MAP1 54.8' RIM TARRED IN PLACE RIM 32.36 28.3 N, 12" cPP r STA 17+0991 STA 17+84.8 IE 26.3 w, 12" PV 54. ' 75.0' LT s°- DT12OTi 2" SS -S§ SS-S' _ ss s.- PK 45 Q fQ," . c _ ... W p,-) S STA 15+24.7 STA 16+00.0 STA 16+0 M 20.0' LT 13.4' LT 10.0' LT + w ----- STA 15+68.3--- a o 1.0' RT 16+ 01 RAINIER AVE S MIC 91 7+00 18+00 + ao - - - - - - - STA 15+67.8 - - STA 16+09.6 11.0'RT 5.21RT - - - STA 15+59.8 STA 16+01.5 8 _ 15+59.3 23.3' RT g 4.9' RT 13 U.1 29.1' RT ------------ - - -- - - - - - - - - -- w --- = END STA_15+216-N 20 39.7' RT -- R 6 6 1.5' C.7 2-- 21 --- a 13 NJp®E2o' *' STA 16+37.0 _ - - - - - - - - STA 17+79.1 61.0' RT q 68.3' RT TA 17+21.0 STA 17+79.1 0' RT STA 17+69.6 65.5' RT STA 16+31.3 I 61.0' RT STA 15+26.7 a 68.5' RT L 'z STA 7+0 STA 17+69.6 69.1' RT BEGIN 15+63.2 STA 16+06.8 STA 16+72.4 2 .6 68.2' T 65.5' RT STA 15+24.7 4713 63.1' RT 81.2' RT 62.1' RT ENDST 15+61.7 2 68.4' R STA i6+91.5 WENDY'S I SPEED BUMP CD - P D DT4' DT " 74.1' RT TACO TIME END STA 15+24.0 2 SAFEWAY STA 16+91.5 I STA 17+59.3 50.2' RT 80.5' RT o 4' AC 61.0' RT G HERTZILYFT I STA 16+95.4 STA 17+53.3 % 74.0' RT SPEED B �MP 68.0' RT NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. PLAN N�yl L 0 10 20 40 60 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE PI AM CNCCTC ')iA-')A7 SITE PREPARATION NOTES O1 REMOVE MEDIAN OR TRAFFIC ISLAND. O2 REMOVE AND RELOCATE FENCE PER ROADWAY PLANS, SHEETS 58-67. ( REMOVE GUARDPOST. O8 REMOVE ROCK. 13 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. 20 REMOVE EXISTING FENCE. 21 RELOCATE EXISTING GATE PER ROADWAY PLANS, SHEETS 58-67. SITE PREPARATION & TESC LEGEND REMOVE CEMENT CONIC. PAVEMENT XXXXXXXX REMOVE CURB AND/OR GUTTER ASPHALT PAVEMENT, BURIED SILT FENCE -REMOVE CONCRETE PANELS MAY EXIST � INLET PROTECTION PLANING BITUMINOUS PAVEMENT REMOVE CONIFEROUS TREE FULL DEPTH SAWCUT LINE REMOVE DECIDUOUS TREE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E-bpe ID: 96C79925-D880-4M-BD89d OS5986DC16 SDMH 30 0 (133311) RIM .99 SOUTH LAKE METRO PCS IE 3s40.4 N; 12" coNc S,112" coNc E 33.9 EUROPEAN AUTOZONE S, 1.4 IE 38" CMP SDMH 30535 (133310) ELEV 38.3I@ TOP OF WATER PIPE, 8" IRON CB 30968 (500078) RIM 39.69 BIG ISLAND I RIM 4gq11 STA 20+04.7 IE 35.4I N, 12" CONC 105.5' LT SDMH 2O459 178831 ( CB 30056 (178830) IF 38.9 N, 4" CONC POKE IE 35.3, S, 12" CONIC E 33.M N, 18" CMP STA 20+52.7 RIM 45.05 IE INACCESSIBLE, STA 21+06.7 RIM 44.90 E 41s w, a° UNKNOWN o SDMH 30875 (133309) GG ELEV 3 .3 ® TOP OF WATER PIPE, B" IRO�1I 105.5' LT FULL OF WATER 83.0' LT IE 41.6 E, 8" UNKNOWN OIL SEPARATOR 914 (250041) PIPES UNDER WATER EM36.2 W, 6" CONC I STA 19177.4 RIM41456912" IRON CB 9780 (133308) IE 36.2 N, 6^ CONC 68.3' L U' RIM 43.69 IE 34.8 E, 18" CONIC STA 19+01.4 0'/ STA 20+04.7 SDMH 9781 (178833) IE 422 NW, 6" PVC STA 21+71.7 E 4z.1 W, tz" IRON 67.3' LT I 79.3' LT RIM 44.06 E 41.3 NW, 1z" PVC IF 420 SE, 12" Pvc 83.0' LT IE 40.7 S, 12" CONC STA 18+89.9 AISED PATIO Al IE 39.4 S, 8" CONIC 63.0LT STA 19 32.2 o RAISED PATIO g8.0' LT I STA 18+41.0 I63.0' LT I co 13 10 I N I I ` �E61PTY 3' P rK �6 0 P O 00 � --- 5 w w L w I 6 N C14� STA 20+33.6 0 'E -'E--_ 10.0' LT Ln + N I S 22+00 N ro+ ST 18+30.3 a o i 21+00 - ------------ -- _ _ _ _ _RAINIER �'I V) I o I, r- - - ---- --------- STA 21+59.7 STA 21+64.3 I z L I9. 1 1 STA 21+01.5 I 42.5' RT 36.0' RT I I - J Z- STA 20+28.0 19.9' RT --------- = 2R CATHOD - - _� - - - - STA 21+64,4 -------------- I _J -EX < PROTECTION 6 T9 A 300+54.8 W - 40.0' RT - - x XXXyY xX �nxXXx Kv ,/(x 3 T4 AP6" STA 18+48.5 61.0' RT STA 301+ ® DT1 29.7 RT STA 18+£ SDMH 31227 (134529) AC 102. ' RT 0 STA 3 1+OE RIM 40.56 STA 18+41.9 IE 34.2 W, 1 " CONC ' 61.0' RT IF 34.2 E, 1 CONC Ip 6 16.3' LT STA 18+ 8.9 STA 18+41.9 STA 3 1+01 72.0' RTI 72.0' RT 44.9' ISTA 18+28.9 STA 3 1+0 TACO I�ME 61.0T� ca IrT 47.2' T D ' I SDMH 2O252 34507) RIM 31.52 STA 3 1+� W IE 31.9 W, 18" CONIC IE 31.8 E, 18"ICONC IOWY RIM 39.01 IE 37.0 S, 6" PVC IE 36.8 N, 8" PVC VACANT OI I � I CULV 20442 C� E 37.8, 6" IRON O g V I I � PLAN Z 0 10 20 40 60 SCALE IN FEET c1 4p - "c, '' 45.5 RT 3 STA 21 23.1 47.5' RT 47.1' RT STA 21+10.5 59.1' T � I � STA 21+ 9.3 73.5' RT CB 30297 (1 CB 30384 (162507) RIM 40.36 RIM 39.27 IE 37.1 S, 8" IF 36.6 S, 8" PVC IE 36.6 N, 8" PVC IF 36.5 E. S' PVC BUDDY'S HOME FURNISHING RT V 3 STA 22+06.9 52.5' RT 'IS STA 21+59.6 52.5' RT STA 21+53.8 46.6' RT 9862 (500076) 44.81 43.7 S, 6" IRON RENTON VETERINARY HOSPITAL GRAVITY SPORTS GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE PLAN SHEETS 238-247. SITE PREPARATION NOTES O3 REMOVE ROCK WALL. O6 REMOVE GUARDPOST. 10 REMOVE CONCRETE WHEEL STOPS WITHIN PAVEMENT REMOVAL LIMITS. 13 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. 14 REMOVE RAISED PATIOS, STAIRCASE, AND HANDRAILS. I I SITE PREPARATION & TESC LEGEND NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER REMOVE CEMENT CONC. PAVEMENT XXXXXXXX REMOVE CURB AND/OR GUTTER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN REMOVE ASPHALT PAVEMENT, BURIED SILT FENCE FOR SPU PROVIDED INSPECTION. CONCRETE PANELS MAY EXIST INLET PROTECTION PLANING BITUMINOUS PAVEMENT REMOVE CONIFEROUS TREE FULL DEPTH SAWCUT LINE O REMOVE DECIDUOUS TREE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 1 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 —�V 58.3'RT WEST WIND MOTEL I ROYAL ORCHID FORMULA 1 FAST LUBE I NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. SITE PREPARATION & TESC LEGEND REMOVE CEMENT CONIC. PAVEMENT XXXXXXXX REMOVE CURB AND/OR GUTTER PLAN REMOVE ASPHALT PAVEMENT, BURIED SILT FENCE CONCRETE PANELS MAY EXIST INLET PROTECTION 0 10 20 40 60 PLANING BITUMINOUS PAVEMENT SCALE IN FEET - - - - - REMOVE CONIFEROUS TREE — FULL DEPTH SAWCUT LINE . REMOVE DECIDUOUS TREE STA 798+70.0 4.2' LT a w N O Cl N Q I— N w Z J 2 U Q TOMMY'S CAFE SITE PREPARATION NOTES GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZA11ON & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE DI AN CNCCTC ')IQ—')A7 O1 REMOVE MEDIAN OR TRAFFIC ISLAND. O2 REMOVE AND RELOCATE FENCE PER ROADWAY PLANS, SHEETS 58-67. O3 REMOVE ROCK WALL ® REMOVE ROCK. O9 REMOVE BUS SHELTER. COORDINATE MATH KING COUNTY METRO. 10 REMOVE CONCRETE WHEEL STOPS WITHIN PAVEMENT REMOVAL LIMITS. 15 REMOVE CONCRETE WALL. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F 135986DC16 BROWN BEAR ^ A p -A[ II L SS ASS ASS GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZA11ON & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE DI AM 'ZWPrTC ')15Z—')A7 SITE PREPARATION NOTES O6 REMOVE GUARDPOST. 13 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. REMOVE AND RELOCATE HANDRAIL PER ROADWAY PLANS, SHEET 16 58-67. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. SITE PREPARATION & TESC LEGEND CORRESPONDING SHEETS REMOVE CEMENT CONC. PAVEMENT -REMOVE ASPHALT PAVEMENT, BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT FULL DEPTH SAWCUT LINE XXXXXXXX REMOVE CURB AND/OR GUTTER e 31.1 N, e" Pvc ° SILT FENCE ass STARBUCKS ss STA 30+82.34 1 ■ ( INLET PROTECTION Ce-M554 No 0) orz ss _ / STA 29+35.45 75.00' RT 1 r RIM 35.16 ss — SS -- 78.16' RT Pvc I 3 I REMOVE CONIFEROUS TREE 0 REMOVE DECIDUOUS TREE PLAN 0 10 20 40 60 SCALE IN FEET CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZA11ON & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 SNE 6 NO SIG CB 5310 (141061) SITE PREPARATION & TESC LEGEND GENERAL SITE PREPARATION & TESC NOTES Q GRIM 37.57 T10' IF 34.4 SW, 12" CPR CB 4282 (150289) sy IE 34.4 NE, 12" CPR REMOVE CEMENT CONC. PAVEMENT XXXXXXXX REMOVE CURB AND/OR GUTTER 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE � 'A RIM 35.78 CITY OF RENTON STANDARD PLAN 268.00. CB 4546 (NO ID GAS VENT ARRAY IE 31.5 NE, 8" CONIC O IE 31.3 SW, PIPE SIZE/TYPE UNCLEAR RIM 35.93 O '`� DT6" CB 4434 (141062) IE 31.1 NW, 12' CPR REMOVE ASPHALT PAVEMENT; BURIED SILT FENCE 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE IF 4.1 w, a" coNc so \ n RIM 39.4o IE 31.0 E, 12" CONIC CONCRETE PANELS MAY EXIST APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND IE 33.7 NE, 8" CONIC \ STA 598 17.77 y \ CP IE 34.0 SW, 12" CPP RI 48.7 (141295) ARCO INLET PROTECTION o E 34.o N, 1z' CPP ■ APPROVED BY THE ENGINEER. \ U G CB 4281 (142249) IEM31.5 SE, 12' CPR AM/PM PLANING BITUMINOUS PAVEMENT CULV 5161 r�T10 G� \ RIM 35.os IF 31.2 N, 12" CHIP REMOVE CONIFEROUS TREE 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL IF 33.6, a" CONC 2 E 33.3 E, B" GONG SDMH 3736 (134577) - - - - - - FULL DEPTH SAWCUT LINE EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF G \ CB 5007 (178923) RIM 35.75 REMOVE DECIDUOUS TREE INSTALLATION. IE 29.4 SW, 8" CONC • RIM 34.92' \ E 29.4 W, i2" CONC 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE IE E 25.4 NE, 48" CONIC SW, 48" CONIC SDMH 4467 (141294) TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. CB 5021 (178924) �� so SD 25.RIM 40.24 RIM .4 E, p \ QoTs SD IE INACCESSIBLE s I 3.5 S, 1SIBLE E, UNKNOWN 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IE 29.4 E, 12" CONIC \ AC IE 33.5 S, 12" CPR SEE NOTE g5 SDMH #4466 (NO ID) IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT CB 4945 (17892 -� RIM 39.87' .STA 34+43.18 - I ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND TRIM 35.42 \ \ ;. [,, �, SDMH 4436 (17_9TO)- SDMH (/aas5 (No ID) 79.48' LT RENTON LAUNDRY I OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. E INACESSIBLE ,{� _;:.,,� RIM 40.19' PLUccFD W/DIRT WALE STA 59 +57.14 \\ \\ ��' RIM s 12" CPP ON 3697 (135019) ti 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF AC CULV 517 22.13' L \ \ ` \ ELEV 36.5 0 TOP OF TEE RIM 37.93 3 ----_ ( I CONSTRUCTION LIMITS. IE 33.9, 8 CONC C] \ \ ,n W IF 36.4 W, B" CONIC - - - - _ - - \ 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST POWER SHUT-OFF -�---- STA 34+48.50 EXPANSION JOINT, WITH NO SAWCUTTING. 0 o DT4' -w---- p STA 34+1097 78.00' LT 0 O eu t� -w---- - 84.48 CB 3492 (150290) STA 3 +89.63 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS c� w-- IE 38.. 0� 72.86' LT 200-209. TRro oa '� ca MCDONALD' s0) o \ \ ` y - IE 38A s, 6" CONC 9 R \ \ S�SMH 3735 (MH539fi) © p IE 38.4 N, 8" CONIC �i � e 3z.{ s DT4" DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, FO D BURIED soT4" SHEETS 185-197. ---- 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, E 5ozo h 1 so D s A DT1535.22 AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. ' /�c 7" i \ SD E 298.W 12' CONIC /} so IE 2.9 s 12CONC + 0 1 k 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE E 2 8.8 N 18 coNc .. / k} _ ky_ JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL PK 30x x COORDINATE NTH FRANCHISE UTILITY OWNERS. _ _ _ D STA 32 82.91 ? L \` "' X. ':Kkkkk \`\ STA 33+48.2� ----� r-- 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATION STA 31+80.62 kY,kG}Y -_ &SIGNING PLANS, SHEETS 228-237. 41.23' LT 59.45' T + ^x k 29.50' LT -� I ------ s s s s - VD J n s � s s s + s 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED 1 1 SSMH 3B37 (MN5s.5 .a � 1 BY OWNER. ti - J - - - - - J- _ 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE coNc s, a' co c N, STA 2+98.47 al AM CL FFTC M ------------- 32+00 ��0 33+00 s.5o Lr 1 341+Op RAINIER AVE N 35+00 w SITE PREPARATION NOTES o RAINIER AVE S STA 31+76.87 0o N Oi REMOVE MEDIAN OR TRAFFIC ISLAND. 39.50' RT 11) STA 31+76.87 i -/Lo a 55.00' RT - Ln N STA 31+46.89 Z - �- r7 ----42.58' RT- - - - - - - --------y'---- ----- ¢ --------� w ________________1---------- �-'--,.- _'---__� �- N NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC Z 1 I I C - - - - - - Z MAIN.Li CONTACT CONTACTWSIEN WORKING NSEATTLEEAR WATER PU 48 HOURSBEFOREBEGNNING - - - - - - - - - - _ I -- - J CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. PK 4 I V P ;. p T I PK 36� '.:'. K i6:-: I T STA 32+33.71 I 1 LJoTe" OD126" DT12' � I K ? K'I 112.84' RT o O I + STA 34+16.31 83.28' RT ODT10" - no° _- cs- fl Q STA 33+10.39 sa DT15" C I 103.84" RT ) DT16" 00 a NO SIGNAL BANNER BANK I ®O I O X Fo - FO I T12" Q DTi6"-FO DTza X w F° SO _ w - - MATCH LINE STA sot+ SO 50 SHEET 56 � --- PLAN 4 0 10 20 40 60 SCALE IN FEET P-- CB 4727 (141898) SD RIM 28.22 IF INACCESSIBLE, RIM STUCK CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNEUZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F OS5986DC16 OIL-WAT SEP 908 E468N RIM 46.14 IE 43.9 W, 12' CMP IE 43.8 E, 12' CMP CB 4 (502 RIM 44.04 IE 41.3 S, 12" CMP E 41.3 W. 12"OPP AC IE 41.3 N, 12" CMP �sz7s-(asozegZ RIM 46.00 IE 43.7 S, 12" CMP IE 43.7 W, 12" CV - CB 3255 (150286) MATHEWSON'S RIM 46.71 AUTOMOTIVE E 44.8 E, 12" CMP IE 44.8 W, 12' CMP ti IE 44.8 N. 12" CMP Cp STA 36+08.17 CB 13573 (150287) 53.94' LT RIM 47.68 E 45.7 N, 4" PVC TB' S0 IE 45.5 SW, 12" CMP STA 36+87.06 STA 37+16A 0 54.00' LT 60.77' LT 0 � W CD _ `Di1T DTz11 "1 w -i \10J u10J I I N- - - - - - - - - - - - - �I - - - - - - - - - - - - - � I E- I r w 36+00 37.43' RT AC A �F<S 0, S AA \\ . STA 37+68.98 \ 48.00' LT STA 37+82.52 51.00' LT \ STA 37+82.52 PRECISION \ 48.00' LT MOTORS \� STA 38+99.50- OR 15618 (NOT IN 0) RIM 49.28 50.92' LT IE 47.3 N, 8" PVCSTA 38+99.50 \Sl POST & WIRES ONLY 48.00' LT 2POST & C AMw€ nnnrt�unnrtnnnnnnn XXXnnnnnxXXXXXXXXXXXXXXXXXXXXXXXXXXX r` ------ ------------r- n n- - - - - - - - - - Ld r` w co - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - J L S� N RIM 46.86------- E 42 3 N-S ® CL 8" CONC _ _ _ _, ) 37+00 RAINIER AVE N 38+00 _- a7 DT28" PINE51 (2 PINE5" mE20" STA 38+89.67 0 BURIED PocnnoN) 64.15' RT PIK 177 N I \ C] -� �oD 01DT1z" I 7T12 Q DT12"DT12" DT15" 0 �DT12" ODTi B" 0DT12" 0DTB" 01DT18" `- ID' �DT10" I P DT8" CB 2349 (113967) I STA 35+65.26 RIM 43.95 I 77.42' RT IE 42.0 E, 12" CONC \DT24" GP (BURIED FO) FO FO FO FO FO --- TO FO FO FO I I 0 -----W-----w-sa o I PLAN �'-1, L 0 10 20 40 60 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTING. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14, FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE PI AM C4JCCTC ')IA-')A7 SITE PREPARATION NOTES (2)REMOVE AND RELOCATE FENCE PER ROADWAY PLANS, SHEETS 58-67. 10 REMOVE CONCRETE WHEEL STOPS WITHIN PAVEMENT REMOVAL LIMITS. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. SITE PREPARATION & TESC LEGEND REMOVE CEMENT CONC. PAVEMENT -REMOVE ASPHALT PAVEMENT; BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT FULL DEPTH SAWCUT LINE XXXXXXXX REMOVE CURB AND/OR GUTTER SILT FENCE �0 (� S INLET PROTECTION -� REMOVE CONIFEROUS TREE REMOVE DECIDUOUS TREE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 SDMH 199 (146356) Ss - / /06.06' STA 40+65.10 RIM 54.7 IE 51.62 8 CMP N "2" J a LT N INC E 50 , 18° CO SDMH 1724 (169038) DMH 2805 (136050) o11 40+60.79 W IE 49.9 , CMP IE 49.8 NINE 8' CONC 0 RIM 55.45 580STA 47.5 E, 12" CPP 102.59' LT IE 44.9 S! 18" CONC Cn IE 50.2 E12° CONC IE 45.6 NW, 12" CON4a.1 NW, 8" CONC [42.1N, 118cCON IE 44.9 NI 18" CONC IE 45.3 S, 18" CONC sE, 1s" CONC STA 40+58.6741.2 Z 100.75' LT _ - ce zaoa (15o766) RIM 54.62 CB 1995 (146357) "DWY I IE 50.7 N, IF 50.6 W, 1 " CMP " CMP RIM 54.42 0� IF 52.2 N, 4" CPP VACANT IE 49.8 E, 8" CMP i I \SSA IF 49.8 S, 12' CMP IE 52.7 ® TOP of TEE 0 8" STA 41+05.37 I I c 103.11' LT GERBER COLLISION P \Sg CB 1819 (NO ID) 0 & GLASS I RIM 52.39 IF 48.5 W, CPP I STA 41+03.07 I \\ Ss SD so 40+56.52 a I I 69.05' LT ssM 1 'v-zl06j p SD 72.40' LT Sn CB 13572 (136052) CB 913 NO ID RM5027NW 6° CONC ( ) STA 39+63.11 S SID A + I RIM .4.19 CONC50.2 E 12" N, 8" CONC RIM 58.34 73.74' LT CB 1722 (136051) W MH1 1 2109 SSMH 1719 (MH2ID9) I I 47.0 S. 8" CONC IE 55.8 W, 6" PVC E 55.7 E, 6" PVC STA 39+49.03 51.11' LT 'O RIM 54.14 IE 50.9 N, 12" CONC RIM 54.78 IE 45.9 N-S ® CL 8" CONS CB 1462 (150164) \ 2" CONC CB 1044 (136082) RIM 57.75 STA 39+46.89 DT38' I a STA 391/+�96 �8 I RIM 55.67 E 56.2 N, 8" PVC NFL 48+00' LT \ E ass S, 1z° IRON SNOT STA 42+: ' SO ��47 DT24" E, 69 VISIBLEEN - - - 51.0 LT NA� P� 38 CB 2169 (169037) DT38" I E S AC 2170 (136049) 'I- N�, RIM 5222 P D � --------- --- - OP RIM .00 IE 50.1 \IRON p 6 IE 50.0 5, 8" IRON NIE 46.3 S, 12" \ � P P 19� ro IRON I IE 46.2 N, 12" RON ,Q I - ^ _ 51.99' LT DDTT.24" c r S S s � -� STA 41+09.33 w w I�___---- - 51.36' LT N-------Iar------ / --_- o / I o 41+00 rn M S 140+74.28 1 LT w II z J II al x 7CB ----- -- -- -- Tf STA 39+19 55 O - 1606 (135018) - SDMH 2457 (136048) RIM 51.64 IE 50.5 S, V IRON STA 39+19.82 RIM 51.29 STCR FULL OF DIRT 6 7' RT IE 45.9 N, 12" IRON . IE 44.9 S, 8" PVC IF 38.5 NW, 18" CONC STA 40+23.12 CB 3051 (113808) IE 38.5 SE, 18" CONC 52.36' RT RIM 49.99 E 47.7 S, 6" CONC E. 6"1 NOT VISIBLE (CAPPED) s STA 41+39-35 ____56.80' LT STA 41+20.98 57.94' LT 42+00 RAIN STA 42+07.42 31.43' RT CB 1461 (150165) RIM 58.14 IE 56.0 S, 8" PVC IE 56.0 N, 8" PVC IE 56.0 E, 6" PC IE 56.0 W, 6" PVC CB 1015 (136081) RIM 57.31 IE 54.4 W, 6" PVC IE 53.8 S, 12" IRON GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE ADVANCE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. AUTO TUNE 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. SSMH 1016 (MH2180) 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST RIM 57.61 EXPANSION JOINT, WITH NO SAWCUTTING. IE 52.2 N-S ® CL 8" CO ass - S s c STA 42+80.29 s - 29.50' LT STA 42+80.29 N 43+00 8„(2.��.CQ4- Ct-CT2r2} oDT15" DT " �Vi� DT6" 30 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. _ram 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, -- e AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATON & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE DI AM currm 94A-9A7 SITE PREPARATION NOTES O2 REMOVE AND RELOCATE FENCE PER ROADWAY PLANS, SHEETS 58-67. P - ( REMOVE GUARDPOST. 19 REMOVE CONCRETE RETAINING WALL. .27 35017 0 -� 11 cT12„ NOTE' CONTRACTOR SHALL COORDINATE MATH SEATTLE PUBLIC IE 53.6 S, 6" IRON \\ C? \ STA 40+79.95 AC 50.88' RT STA 40+51.07 STA 41+35.41 61.61' RT 56.78' RT L PLAN //z�\\ 0 10 20 40 60 SCALE IN FEET UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. SITE PREPARATION & TESC LEGEND 0 REMOVE CEMENT CONC. PAVEMENT REMOVE ASPHALT PAVEMENT, BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT FULL DEPTH SAWCUT LINE XXXXXXXX REMOVE CURB AND/OR GUTTER SILT FENCE INLET PROTECTION REMOVE CONIFEROUS TREE • REMOVE DECIDUOUS TREE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E-bpeID: 96C79925-D880-4EM-BD89d3135986DC16 SITE PREPARATION NOTES GENERAL SITE PREPARATION & TESC NOTES STA 02+06.75 BEGIN SJK 20 +14.302 O2 REMOVE AND RELOCATE FENCE PER ROADWAY PLANS, SHEETS 58-67. 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE HERTZ/LYFT 52.5 ' LT 40.2 ' LT CITY OF RENTON STANDARD PLAN 268.00. S 202+26.01 SAFEWAY O5 REMOVE, SALVAGE, AND RELOCATE TRASH RECEPTACLE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE STA 201+78.85 STA 202+06.75 CB 1a4s5'n3735) 9.34' LT so CB 18707 141563 APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND 57.50' LT 57.50' LT RIM .4S. cB 130.8 (141ss4) APPROVED BY THE ENGINEER. IE zs.4 S. " coNc STA 202+26.16 RIM 3D.aa RIM 3o.7s O7 ADJUST MONITORING WELL TO GRADE. STA 201+74.80 42.155' T IE 28.7 E, 8" PVC E 29.1 W, 8" PVC JI �n 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL a a.3 Nw, a" Pvc EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF ® CB 18485 (113734) 50.50' LT END STA 20 +25.57 2 CB 18709 (No ID) RIM 31.12 ® REMOVE ROCK. INSTALLATION. C 15649 (14155 40.04' LT RIM 31.17 IE 29.8 8, 8" CONC 16 E IV 31.03 IE 28.8 E, 6" PVC' IE 28.2 N " PVC GP E 28.7 N, 6" PVC 11 REMOVE AND SALVAGE TREE GRATE. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE 13 - cP CB 18708 (NO ID) STA 204+63.55 TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. RIIMz31.17 s" Pvoc 29.9T LT O REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES IE 13 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE END STA 2 ° - 0 Ac C� AT THE RIGHT OF WAY LINE. IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT 40.26' LT 2 NO STA 2�12+25.4 20 7 °S 7 18 18 PRESERVE AND PROTECT. ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND Ac 5.11' 0 0 RC.HAI.Es331zs � OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 21� _ _ 20 REMOVE EXISTING FENCE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. w � 21 RELOCATE EXISTING GATE PER ROADWAY PLANS, SHEETS 58-67. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST N - --- -- - - - EXPANSION JOINT, WITH NO SAWCUTTING. 8 2 7 13 0 11 5 11 11 22 NOTE 22 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS + M BEGIN TA 202+08.54 20 M M- M Al M M 200-209. 0 20TOO MIc 90 30.48' LT 203 . +Op S 3RD ST a 204+00 00 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR s s s s N s s s s DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, ~ D STA 01+73.69 20 SHEETS 185-197. 3 s 10OR ABANDONMENT OF STORM DRAINAGE, WATER, Li 30. ' LT 3 STA 205+01.65 . FOR REMOVAL AND/ AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. ®.) d ni D Dwv d 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL _ slcNAe ENDS-[ 18 COORDINATE WITH FRANCHISE UTILITY OWNERS. BDMH 18172 (13587 FF=32.14 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATION IM 3.06 \:�STA 8" Oc G SDMH 1a1aa (13s n) & SIGNING PLANS, SHEETS 228-237. 3.3 E, 8'CONC RIM 31.363.1 NW, 12" METAL IE z6.z N, 8' CO�C 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED IE24.9 E, 8"CO C201+57.79 E z'6 w, a" co c BY OWNER. 18.90' RT SHELL 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE 7-ELEVEN FORTUNE CASINO " "' ""---- "' "- NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. SITE PREPARATION & TESC LEGEND REMOVE CEMENT CONIC. PAVEMENT XXXXXXXX REMOVE CURB AND/OR GUTTER -REMOVE ASPHALT PAVEMENT, BURIED SILT FENCE CONCRETE PANELS MAY EXIST INLET PROTECTION PLANING BITUMINOUS PAVEMENT REMOVE CONIFEROUS TREE FULL DEPTH SAWCUT LINE . REMOVE DECIDUOUS TREE PLAN 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNEUZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 RECAP & CAP 62 CB 3613 (113444) 1 RIM 35.36 E 33.3 NE, 6" CONC 1 a SDMH 3696 (113443) 1 RIM 34.35 IE 30.8 SW, 6" CONC I E 252 E, 12" GONG IE 24.9 NW, 18" CONC I 1 IE 24A N. 12" GONG d Io \ 1 N N H w w II o STA 601+72.67 + 48.10' LT o STA 01+53.05 47.70� LT N STA 601+53.16 w 43.50' 4T z 602+00 x II \ STA 602+21.42 40.59' LT STA 601+96.79 42.88' LT S ��STA O 1_ 602+94.6 L956.62' +A 5 42.62' LT 603+00 AIRPORT WAY I I STA 602+80.41 [f:LSI.Y,7f[!L'ilCl� : b v � d &S OS (IS o STA 603+57.60 55.79' LT STA 603+36.05 M 57.78' LT Lo CD 0 Mlc to 604+00 a L7 CB 5943 (141025) RIM 31.01 IE 26.2 N, 6" GONG IE 26.2 S, 12" GONG SDMH 5795 (113445) RIM 30.48 IE 26.3 S, 12" CONC E 26.2 W, 12" CONC IE 26.0 E, 12" CONIC IE 25A N, 12" GONG CB 5970 (141905) RIM 30.69 IE 26.7 E, 6" CONC IE 26.7 W, 6" GONG -a� 3 605+00 31.57' RT STA 602+93.06 31.00' RT V_ �Ih e o 4445' RT M o o o a D o o- _J L- SD d W PK 24 OWY- GP - M -- M-- M ,lA - AC � Q � / STA 602+59.06 O RIM 29.78 \I 54.09' RT SR2'HIGH Q II CB 6034 (113446) o E 27.8 W, 6" GONG CB 6215 (113447) \ STA 603+06.08 RIM229..98 8" CONIC SDM RIM 6218 (114022) o.31 RIM 29.93 E v.1 s, a" GONG 53.09' RT IE 27.5 E, 8" CONIC IE 26.9 W, 12" CONC CB 6186 (114026) IE 26.6 W, 8" GOING IE 26.8 E, 12" GONG \ RIM 29.94 (n IE 26 4 N, 12" CONIC IE 27.4 N, 8" CONC W IE 263 S, 12" GONG I WING WALL (TYP) Q I I o Q PLAN 0 10 20 40 60 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES 1. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. INLET PROTECTION FOR CATCH BASINS SHALL BE PLACED IN ALL EXISTING CATCH BASINS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE, AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE OF CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE TO THE NEAREST EXPANSION JOINT, WITH NO SAWCUTTNG. 8. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-209. 9 MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL LIMITS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 10. FOR REMOVAL AND/OR ABANDONMENT OF STORM DRAINAGE, WATER, AND SEWER SYSTEMS, SEE THOSE RESPECTIVE PLAN SHEETS. 11. FOR REMOVAL AND/OR ABANDONMENT OF FRANCHISE UTILITIES, SEE JOINT UTILITY TRENCH PLANS, SHEETS 144-151. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY OWNERS. 12. FOR ROADWAY SIGN REMOVAL AND RELOCATION, SEE CHANNELIZATON & SIGNING PLANS, SHEETS 228-237. 13. PRIVATE SIGNS SHALL BE REMOVED BY CONTRACTOR OR RELOCATED BY OWNER. 14. FOR EXISTING TREES TO BE SAVED AND PROTECTED, SEE LANDSCAPE DI AM CI-ICCTC ')'AA-')A7 NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. SITE PREPARATION & TESC LEGEND REMOVE CEMENT CONC. PAVEMENT REMOVE ASPHALT PAVEMENT, BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT FULL DEPTH SAWCUT LINE XXXXXXXX REMOVE CURB AND/OR GUTTER SILT FENCE INLET PROTECTION REMOVE CONIFEROUS TREE REMOVE DECIDUOUS TREE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATON & INTERCONNECT PLAN - CHANNELIZATON & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - RRIGATON PLAN - RIGHT OF WAY PLAN - D"c"Sig. E—bp. ID: 96C79925-D8 4M-BD89F 1S5986DC16 -TOE IN SHEETING IN 4" X 6" TRENCH A MIN OF 8' SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. 10' CONVEY RUNOFF TO —MAX-1 /- APPROVED LOCATION. TERMINATE AT LEVEL AREA. FOLD UNDER 4" & STAPLE PROVIDE ENERGY 3' MIN AT 12" INTERVALS. DISSIPATION AT TOE WHEN NEEDED. TOE IN SHEETING IN 4" X 6" TRENCH A MIN OF 3' SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. NOTES: 1. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. PLASTIC COVERING NTS NOTES: 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL. 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN. 4. CATCH BASIN INSERTS SHALL BE USED FOR TEMPORARY STORMWATER TREATMENT DURING CONSTRUCTION. EXISTING CATCH BASINS SHALL BE EQUIPPED WITH INSERTS FOR SEDIMENT CONTROL DURING CONSTRUCTION AND RECONFIGURED IN NEWLY INSTALLED CATCH BASINS AS THE WORK PROGRESSES. EACH INSERT MAY BE REMOVED AND RE -INSTALLED ONLY ONCE, AND ONLY IF THE INSERT REMAINS INTACT AND IN FULL WORKING CONDITION, SUBJECT TO THE APPROVAL OF THE ENGINEER, AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS REQUIRE AT LEAST WEEKLY INSPECTION, AND MAINTENANCE IF NEEDED. 5. CATCH BASIN INSERTS DO NOT MEET SPILL CONTAINMENT REQUIREMENTS AND CANNOT BE USED AS SUCH. METHODS OF POTENTIAL SPILL -CONTAINMENT SHALL BE ADDRESSED IN A TEMPORARY WATER POLLUTION/EROSION CONTROL PLAN. DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) ADAPTOR SKIRT TRIM TO WITHIN 3" TO 5" OF GRATE GEOTEXTILE FABRIC CATCH BASIN INLET PROTECTION INSERT NTS RETRIEVAL STRAP 0 OVERFLOW BYPASS FOR PEAK STORM VOLUMES GEOTEXTILE FABRIC SEDIMENT ACCUMULATION 2 X 2 WOOD POST, STEEL POST, OR EQUIVALENT W2"X2" 14 GAUGE IRE MESH FENCE WITH CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE — 1 MAX NEWLY GRADED OR DISTURBED SIDE SLOPE BURY BOTTOM OF GEOTEXTLE MATERIAL WITH WASHED GRAVEL BACKFILL 'v °o°o 0 iv o � N 12" SECTION JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2" X 2" 14 GAUGE WIRE MESH FENCE WITH CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE u u u BURY BOTTOM OF 6' MAX GEOTEX7ILE MATERIAL 12" X 8" TRENCH — NOTES: ELEVATION 1. FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2:1. 2. JOINTS IN GEOTEXTILE SHALL BE OVERLAPPED 6 INCHES AT POST. 3. USE STAPLES, WARE RINGS, OR EQUIVALENT TO ATTACH GEOTEXTILE TO WIRE FENCE. 4. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. TEMPORARY REINFORCED SILT FENCE NTS D... Sig. E-bp. ID: 96C79925-D8 ,IE61D-BD89F lS5986DC16 -00 FIRESTONE DWY I � � T O'REILLY AUTO PARTS I \ / \ X L \ cy)� A RAINIER AVE S 12+00 SHELL 7-ELEVEN PLAN ZA 0 10 20 40 60 SCALE IN FEET �- 18" SS CONSTRUCTED BY DOWNTOWN UTILITY IMPRC PROJECT 11 Do MEDIAN 6 n rn 1 N a _ GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND / p / SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 1g8�22 �4 / 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND WALGREENS TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE I SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR I ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. I 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, o0 9 C7 AND SERVICE LINES, SEE SHEETS 121-130. r C) 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE § 1 1 DRIVEWAY PLANS, SHEETS 185-197. e? 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. k1 CONSTRUCTION NOTES � 3 17 <� c \ PC \ STA 9.69 � 61 61' RT AP FENCE STA 14+20.26 63.07' RT STA 13+70.03 16 AP FENCE 86.12' RT STA 14+20.53 AP FENCE STA 13+62.74 70.06' RT AP SIDEWALK 95.51' RT STA 14+19.99 18 69.60' RT HERTZ/LYFT AP FENCE 17 STA 14+01.54 70.68' RT STA 13+96.56 1 68.20' RT Oi MATCH EXISTING. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. O4 CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. O7 BEGIN PAVING. 16 RELOCATE COLUMNS AND GATEWAY TRELLIS, PER DETAILS SHEETS 259-260. 17 RELOCATE CABLE RAILING AND POSTS. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PERPENDICULAR A PER 25 WSDOT STD PLAN F-40.15 AND CURB RAMP DETAILS SHEETS 170-181. 31 INSTALL CURB MOUNTED DELINEATOR POSTS PER DETAIL, SHEET 11. 35 CONSTRUCT MEDIAN WITH BIORETENTION PLANTER PER DETAIL, SHEET 104. -P a LEGEND �n NEW HMA PAVEMENT SECTION 0 HMA OVERLAY ° CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY - - PROPOSED RIGHT OF WAY FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 1 14+30.99 52.03' LT PC, 20, MATCH EXIST 2 14+40.24 49.79' LT PRC, 638'R CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 \II/w l nnCC\IQ RAM PLAN N�yl L 0 10 20 40 60 SCALE IN FEET w N N 00 w z x U a LEGEND _ NEW HMA PAVEMENT SECTION HMA OVERLAY CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY - - PROPOSED RIGHT OF WAY FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 3 15+79.18 44.38' LT PT 4 16+35.53 44.50' RT PT 5 17+25.56 42.50' LT AP 6 1 17+97.56 1 44.50' LT AP CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN j 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES O1 MATCH EXISTING. OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONIC. SIDEWALK PER CDR STD PLAN 102. 4O CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONIC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. OCONSTRUCT CEMENT CONIC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 17 RELOCATE CABLE RAILING AND POSTS. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 20 RECONSTRUCT CEMENT CONIC. WALKWAY AND MATCH AT EXISTING JOINT. 22 ADJUST MONUMENT CASE AND COVER TO FINISH GRADE. 23 ADJUST GAS VALVE TO FINISH GRADE. CONSTRUCT MODULAR BLOCK FILL WALL. SEE WALL PLAN FOR 24 ELEVATION AND WALL DETAILS, SHEETS 163-168. 35 CONSTRUCT MEDIAN WITH BIORETENTION PLANTER PER DETAIL, SHEET 104. 37 INSTALL CEMENT CONCRETE FILL WALL PER DETAIL, SHEET 167. 42 RELOCATE SWING GATE. 45 INSTALL PEDESTRIAN RAILING PER DETAIL, SHEET 168. D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 SEATTLE STA 301+09.32 \7� 8" SS TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT 12" W TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT NEW HMA PAVEMENT SECTION HMA OVERLAY CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT 0 10 20 40 60 - - PROPOSED RIGHT OF WAY SCALE IN FEET FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 7 19+12.69 44.50' LT AP 8 19+57.82 164.79' RT MATCH EXIST 9 19+74.32 32.50' LT PC, 5697.50'R 10 20+29.67 42.50' RT AP 11 21+10.50 26.50' RT PC, 5753.45'R G CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZAT10N & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES O1 MATCH EXISTING. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONIC. SIDEWALK PER CDR STD PLAN 102. ® CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. ®CONSTRUCT CEMENT CONC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 10 INSTALL DUAL FACED SLOPED MOUNTABLE TRAFFIC CURB WITH REBAR PER WSDOT STD PLAN F-10.64-03. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 19 RECONSTRUCT CEMENT CONIC. DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 22 ADJUST MONUMENT CASE AND COVER TO FINISH GRADE. 23 ADJUST GAS VALVE TO FINISH GRADE. CONSTRUCT MODULAR BLOCK FILL WALL. SEE WALL PLAN FOR 24 ELEVATION AND WALL DETAILS, SHEETS 163-168. CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PERPENDICULAR A PER 25 WSDOT STD PLAN F-40.15 AND CURB RAMP DETAILS SHEETS 170-181. 28 CONSTRUCT CEMENT CONC. COMBINATION CURB RAMP PER WSDOT STD PLAN F-40.14-03. 32 INSTALL WHEEL STOP PER DETAIL, SHEET 11. 40 INSTALL WOOD RAILING, IN KIND TO CLOSE OFF PATIO. 41 CONSTRUCT CEMENT CONCRETE ROAD PER CONCRETE PANEL PLAN, SHEET 79. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN 43 F-45.10-02. RAMP PER RAMP DETAIL DETAIL, SHEET 173. 46 INSTALL BOLLARD, TYPE 1 PER WSDOT STD PLAN H-60.10. 51 INSTALL VALLEY GUTTER PER DETAIL, SHEET 105. D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 0 co w w cn 0 N N cn z J WEST WIND MOTEL i ROYAL ORCHID I LEGEND _ NEW HMA PAVEMENT SECTION 0 HMA OVERLAY 0 CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY - - PROPOSED RIGHT OF WAY PLAN L 0 10 20 40 60 SCALE IN FEET FORMULA 1 FAST LUBE FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 12 23+06.49 26.50' RT PT 13 23+81.42 28.00' RT PC, 5768'R TOMMY'S CAFE GENERAL CONSTRUCTION NOTES SEE GENERAL CONSTRUCTION NOTES ON SHEET 60. CONSTRUCTION NOTES O1 MATCH EXISTING. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN 102. 4O CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. OCONSTRUCT CEMENT CONC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. OCONSTRUCT BUS SHELTER FOOTING B21, PER KING COUNTY METRO DRAWING D103. SEE APPENDIX D. 10 INSTALL DUAL FACED SLOPED MOUNTABLE TRAFFIC CURB WITH REBAR PER WSDOT STD PLAN F-10.64-03. 13 CONSTRUCT CEMENT CONC. PEDESTRIAN ISLAND PER DETAILS, SHEETS 182-184. CONSTRUCT ROCK WALL. SEE WALL PLAN AND ELEVATION AND WALL 14 DETAILS, SHEETS 163-167. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 20 RECONSTRUCT CEMENT CONC. WALKWAY AND MATCH AT EXISTING JOINT. 22 ADJUST MONUMENT CASE AND COVER TO FINISH GRADE. 23 ADJUST GAS VALVE TO FINISH GRADE. 27 CONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16. 28 CONSTRUCT CEMENT CONC. COMBINATION CURB RAMP PER WSDOT STD PLAN F-40.14-03. CONSTRUCT CONCRETE CAST IN PLACE FILL WALL. SEE WALL PLAN 30 AND ELEVATION AND WALL DETAILS, SHEETS 163-168. 32 INSTALL WHEEL STOP PER DETAIL, SHEET 11. 35 CONSTRUCT MEDIAN WITH BIORETENTION PLANTER PER DETAIL, SHEET 104. 37 INSTALL CEMENT CONCRETE FILL WALL PER DETAIL, SHEET 167. 47 CONSTRUCT MODIFIED CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15-04. 49 REMOVE AND RE -INSTALL FENCE. CORRESPONDING SHEETS CATEGORY WATER PROFILE SHEET 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E-bp. ID: 96C79925-D8 4M-BD89F 1S5986DC16 PLAN 0 10 20 40 60 SCALE IN FEET 15 27+06.77 28.50' RT PT 16 28+61.93 102.47' RT MATCH EXIST 17 28+84.41 37.70' LT PT 18 29+41.95 50.50' RT PC, 5780.50'R 19 30+05.22 50.50' RT PT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNEUZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES Oi MATCH EXISTING. OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONIC. SIDEWALK PER CDR STD PLAN 102. O4 CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONIC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. O7 BEGIN PAVING. ® CONSTRUCT CEMENT CONIC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. OCONSTRUCT BUS SHELTER FOOTING B21, PER KING COUNTY METRO DRAWING D103. SEE APPENDIX D. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 19 RECONSTRUCT CEMENT CONIC. DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 20 RECONSTRUCT CEMENT CONIC. WALKWAY AND MATCH AT EXISTING JOINT. 22 ADJUST MONUMENT CASE AND COVER TO FINISH GRADE. 23 ADJUST GAS VALVE TO FINISH GRADE. CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PERPENDICULAR A PER 25 WSDOT STD PLAN F-40.15 AND CURB RAMP DETAILS SHEETS 170-181. 26 CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12. 32 INSTALL WHEEL STOP PER DETAIL, SHEET 11. 33 REMOVE AND RE -INSTALL HANDRAIL. LEGEND 0 NEW HMA PAVEMENT SECTION 0 HMA OVERLAY CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY D... Sig. En bpe ID: 9SC79925-DS8N4E6D-13D89F 135986DC16 + 0 10 20 40 60 SCALE IN FEET REVISION DESCRIPTION SD - SD ac r - - MATCH LINE STA 601+50 SHEET 67 P Fg,1, SURVEYED: KPG ¢�7 DRAWN BY: DPY DESIGN BY: KPF CHECK BY: KPF 47G49 w� 1$0 � PROJ MGR: JF fow t FILE: 14087A-RD02.dw9 KPG Seattle 3131 ElliottAvenue, Suite 400 I I � ss Ss � SS I I RENTON LAUNDRY FO - Fo - �W�- SD -- c BID DOCUMENT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 UTILITY TRENCH SCHEMATIC JATION & INTERCONNECT PLAN ELIZATION & SIGNING PLAN CAPE PLAN DESIGN TION PLAN OF WAY PLAN CITY OF RENTON Public Works Department APP�FOR CONSTRUCTION GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES O1 MATCH EXISTING. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN 102. 4O CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. O7 BEGIN PAVING. OCONSTRUCT CEMENT CONC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 10 INSTALL DUAL FACED SLOPED MOUNTABLE TRAFFIC CURB WITH REBAR PER WSDOT STD PLAN F-10.64-03. 11 CONSTRUCT ASPHALT SHARED -USE PATH PER TYPICAL SECTIONS, SHEETS 7 & 9. 13 CONSTRUCT CEMENT CONC. PEDESTRIAN ISLAND PER DETAILS, SHEETS 182-184. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER 25 WSDOT STD PLAN F-40.15 AND CURB RAMP DETAILS SHEETS 170-181. 31 INSTALL CURB MOUNTED DELINEATOR POSTS PER DETAIL, SHEET 11. 32 INSTALL WHEEL STOP PER DETAIL, SHEET 11. 48 CONSTRUCT CEMENT CONC. WALKWAY AND MATCH EXISTING WALKWAY. 135 FLOW LINE POINTS LEGEND 0 NEW HMA PAVEMENT SECTION HMA OVERLAY CEMENT CONCRETE SIDEWALK 157 U STATION OFFSET DESCRIPTION AND/OR PAVEMENT 205 BIORETENTION CELL 233 20 31+15.67 47.50' LT AP 243 21 31+64.76 143.74' LT MATCH EXIST RIVER ROCK TREATMENT 255 22 32+56.87 135.62' LT MATCH EXIST - EXISTING RIGHT OF WAY 268 281 23 35+17.73 41.50' LT AP - - PROPOSED RIGHT OF WAY RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 (S 3RD ST TO NVV 3RD PL) ROADWAY PLAN By RMH DATE: 12/22/2022 II 4:00 PM PIT CTA q1-nn Tn CTA ir;,r;n DRAWING NO. 63 PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005 DATE: JULY2022 SHEET NO. 63 OF 285 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 PLAN 0 10 20 40 60 SCALE IN FEET 6' IRONJAC \ I \ FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 24 36+05.73 30.50' LT AP 25 36+78.37 30.50' LT PC, 5760.50'R CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES O1 MATCH EXISTING. OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONIC. SIDEWALK PER COR STD PLAN 102. O4 CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONIC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. OCONSTRUCT CEMENT CONIC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 10 INSTALL DUAL FACED SLOPED MOUNTABLE TRAFFIC CURB WITH REBAR PER WSDOT STD PLAN F-10.64-03. 1CONSTRUCT ASPHALT SHARED -USE PATH PER TYPICAL SECTIONS, 1DSHEETS 7 & 9. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 20 RECONSTRUCT CEMENT CONIC. WALKWAY AND MATCH AT EXISTING JOINT. 32 INSTALL WHEEL STOP PER DETAIL, SHEET 11. CONSTRUCT CEMENT CONIC. SWITCHBACK RAMP WITH HANDRAIL AND 36 STAIRS WHERE SHOWN PER DETAIL, SHEETS 13-15. TIE INTO EXISTING LANDING. 49 REMOVE AND RE -INSTALL FENCE. LEGEND _ NEW HMA PAVEMENT SECTION HMA OVERLAY CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 NEW HMA PAVEMENT SECTION HMA OVERLAY 0 CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT MIM BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY - - PROPOSED RIGHT OF WAY PLAN L 0 10 20 40 60 SCALE IN FEET FLOW LINE POINTS ® STATION OFFSET DESCRIPTION 26 39+14.84 35.65' RT PC, 3488'R 27 40+71.52 121.51' LT MATCH EXIST 28 40+92.71 83.82' LT BEGIN CURB 29 41+84.61 28.58' RT PT 30 42+80.28 32.50' LT PT 31 42+07.42 31.43' RT MATCH EXIST CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZA11ON & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES O1 MATCH EXISTING. OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONIC. SIDEWALK PER COR STD PLAN 102. O4 CONSTRUCT MEDIAN PER DETAILS, SHEETS 182-184. OCONSTRUCT CEMENT CONIC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. O7 BEGIN PAVING. OCONSTRUCT CEMENT CONIC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 11 CONSTRUCT ASPHALT SHARED -USE PATH PER TYPICAL SECTIONS, SHEETS 7 & 9. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 20 RECONSTRUCT CEMENT CONIC. WALKWAY AND MATCH AT EXISTING JOINT. CONSTRUCT CEMENT CONIC. CURB RAMP TIME PERPENDICULAR A PER 25 WSDOT STD PLAN F-40.15 AND CURB RAMP DETAILS SHEETS 170-181. 26 CONSTRUCT CEMENT CONIC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12. 28 CONSTRUCT CEMENT CONIC. COMBINATION CURB RAMP PER WSDOT STD PLAN F-40.14-03. 32 INSTALL WHEEL STOP PER DETAIL, SHEET 11. 34 CONSTRUCT HMA RAMP PER DETAIL, SHEET 11. 44 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. 49 REMOVE AND RE -INSTALL FENCE. 50 REPLACE EXISTING CATCH BASIN. D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 HERTZ/LYFT I 00 w w x CD 0 N Q H N W z x PLAN 0 10 20 40 60 SCALE IN FEET FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 32 201+57.91 21.92' RT MATCH EXIST 33 203+31.95 34.00' LT AP CURB 34 204+57.22 21.94' LT AP CURB 35 204+63.59 21,95' LT MATCH EXIST GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES Oi MATCH EXISTING. OCONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONC. SIDEWALK PER CDR STD PLAN 102. OCONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. O7 BEGIN PAVING. OCONSTRUCT CEMENT CONC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 17 RELOCATE CABLE RAILING AND POSTS. RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, 18 AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 22 ADJUST MONUMENT CASE AND COVER TO FINISH GRADE. 31 INSTALL CURB MOUNTED DELINEATOR POSTS PER DETAIL, SHEET 11. 42 RELOCATE SWING GATE. LEGEND 0 NEW HMA PAVEMENT SECTION 0 HMA OVERLAY 0 CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT BIORETENTION CELL RIVER ROCK TREATMENT EXISTING RIGHT OF WAY - - PROPOSED RIGHT OF WAY CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 MEMORIAL PLAQUE 1 REBAR & CAP 62 1 PLAN N 0 10 20 40 60 SCALE IN FEET FLOW LINE POINTS ## STATION OFFSET DESCRIPTION 36 601+64.96 53.03' LT AP 37 601+97.23 45.91' LT PC, R=100.0' 38 602+07.74 41.32' RT AP 39 602+21.56 43.60' LT PT 40 602+61.68 38.32' RT AP 41 602+90.98 63.03' LT AP 42 602+91.47 45.54' LT AP 43 603+07.01 63.48' LT AP 44 603+57.87 58.78' LT MATCH EXIST 45 604+17.19 33.97' RT AP �46 604+36.35 34.00' RT MATCH EXIST CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - GENERAL CONSTRUCTION NOTES 1. CONSTRUCT ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 5-12. 2. FOR EXISTING CONDITIONS, SEE SHEETS 36-46. 3. FOR REMOVAL LIMITS, APPROXIMATE CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES, SEE SHEETS 47-56. 4. FOR ALIGNMENT AND GUTTER PROFILES, SEE SHEETS 68-78. FOR ISLAND AND MEDIAN DETAILS, SEE SHEETS 182-184. 5. FOR TREATMENT OF STORM DRAIN SYSTEM, SEE SHEETS 80-89. 6. FOR TREATMENT OF SEWER MAINS, MANHOLES, AND SIDE SEWERS, SEE SHEETS 107-115. 7. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS, AND SERVICE LINES, SEE SHEETS 121-130. 8. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE SHEETS 144-151. 9. FOR TREATMENT OF FEATURES BEHIND BACK OF SIDEWALK, SEE DRIVEWAY PLANS, SHEETS 185-197. 10. FOR CURVE DATA AND RADIUS INFORMATION SEE SHEETS 170-181. CONSTRUCTION NOTES Oi MATCH EXISTING. OCONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER (CLASS 4000) PER WSDOT STD PLAN F-10.12. O3 CONSTRUCT CEMENT CONIC. SIDEWALK PER CDR STD PLAN 102. OCONSTRUCT CEMENT CONIC. DRIVEWAY ENTRANCE PER DETAILS, SHEET 198-199 AND DRIVEWAY PLAN AND PROFILE SHEETS 185-197. O7 BEGIN PAVING. OCONSTRUCT CEMENT CONIC. EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42. 10 INSTALL DUAL FACED SLOPED MOUNTABLE TRAFFIC CURB WITH REBAR PER WSDOT STD PLAN F-10.64-03. 11 CONSTRUCT ASPHALT SHARED -USE PATH PER TYPICAL SECTIONS, SHEETS 7 & 9. 18 RECONSTRUCT HMA DRIVEWAY/PARKING LOT PER DETAIL, SHEET 198, AND DRIVEWAY PLANS & PROFILES, SHEETS 185-197. 20 RECONSTRUCT CEMENT CONIC. WALKWAY AND MATCH AT EXISTING JOINT. 22 ADJUST MONUMENT CASE AND COVER TO FINISH GRADE. 23 ADJUST GAS VALVE TO FINISH GRADE. 31 INSTALL CURB MOUNTED DELINEATOR POSTS PER DETAIL, SHEET 11. 38 INSTALL CEMENT CONC. TRANSITION RAMP PER DETAIL, SHEET 12. INSTALL CURB MOUNTED DELINEATOR POST PER DETAIL, SHEET 11 39 AND PER CYCLE TRACK MEDIAN DETAIL, SHEET 12. LEGEND _ NEW HMA PAVEMENT SECTION 0 HMA OVERLAY 0 CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT PHUgg BIORETENTION CELL RIVER ROCK TREATMENT - EXISTING RIGHT OF WAY - - PROPOSED RIGHT OF WAY D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 60 40 ----------------------------------------------------------- 7-- 20 EXISTING GROUND AT � 80 GENERAL ALIGNMENT PROFILE NOTES 60 40 20 FL LT 32.92 33.17 � ELEV 31.73 31.92 32.18 32.45 0 FL RT R2 R2 R2 31.52 0 11+00 12+00 13+00 14+00 15+00 RAINIER AVE S CENTERLINE PROFILE 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS MATH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 60 PVI STA = 16+36.47 PM ELEV = 33.16 m 100.00' VC co m 0o m n� ua 40 V) 'n V II > II dw aw 20 FL LT 33.41 33.63 34.29 35.46 j ELEV 32.71 32.99 33.66 34.85 0 FL RT 31.80 32.10 32.77 33.97 16+00 17+00 80 60 EXISTING GROUND AT FE PROPOSED FINISHED GROUND AT OL / 40 36.82 36.18 20 38.17 38.83 37.51 38.17 0 18+00 18+25 +2% +2% L = 100.03 +1% +1% 0% 0% FOR INTERSECTION GRADING SEE -1% L = 100.03 CURB RAMP DETAIL SHEETS 170-181 1% -2% -2% 16+00.03 FULL SUPER 16+99.03 17+13.56 LT = +1.50% RT = -2.00% GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS MATH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 60 40 20 80 PVI STA = 23+18.43 PA ELEV = 51.28 /VV.VV YV 60 EXISTING GROUND AT PL PROPOSED FINISHED GROUND AT 40 20 FL LT 30.50 40.R2 42.04 43.17 44.21 45.07 45.76 46.29 46.64 � ELEV 38.83 40.16 41.49 42.69 43.72 44.59 45.28 45.80 46.16 0 FL RT R3 2ND ST 2ND ST R4 44.30 45.02 45.54 45.89 0 19+00 20+00 21+00 22+00 22+50 RAINIER AVE S CENTERLINE PROFILE +2% +2% L = 175.00 +1% +1% 0% 0% -1% FOR INTERSECTION GRADING SEE CURB RAMP DETAIL SHEETS 170-181 -1% -2. -2% 20+19.17 20+00.00 FULL SUPER LT = +1.50% RT = -1.007 RAINIER AVE S SUPERELEVATION DIAGRAM GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 HP STA = 23+29.01 HP ELEV = 46.37 PV1 STA = 23+18.43 PVI ELEV = 51.28 760.00' VC 60 PROPOSED FINISHED GROUND AT 40 HIGH POINT ` U EXISTING GROUND AT � 80 GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. II 60 c 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND n u RADIUS INFORMATION. i w 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 251% 40 w 3 In = zN z 0 �o �o 0 N + t + 20 g + CD � 20 + .< r V1 ol II (n II FL LT 46.82 46.84 R5 VICTORIA ST 42.29 41.04 � ELEV 46.34 46.36 46.20 45.87 45.38 44.71 43.87 42.87 41.69 0 FL RT 46.08 46.08 46.92 45.59 L�"1 44.43 43.59 42.59 41.41 0 23+00 24+00 25+00 26+00 27+00 RAINIER AVE S CENTERLINE PROFILE +2% +2% FOR INTERSECTION GRADING SEE CURB RAMP DETAIL SHEETS 170-181 0% 0% 0% 0% -1% - 1 % -2% -2% 25+25.00 25+82.51 26+59.18 FULL SUPER LEVEL CROWN NORMAL CROWN LT = +1.50% LT = +0.00% LT = -2.00% RT = -1.00% RT = -1.00% RT = -1.00% RAINIER AVE S SUPERELEVATION DIAGRAM 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F 1S5986DC16 80 80 LP STA = 30+58.90 LP ELEV = 36.38 PM STA = 30+18.76 60 PV1 ELEV = 33.68 60 <u r` 510.00' VC M n N u$ N i EXISTING GROUND AT q J PROPOSED FINISHED GROUND AT -2.51% a W 40 LOW POINT 40 cJi — — — - — — — — — -e— — — — — — — — — — — 20 o2 o 20 coo �o +� co 11� aN N II FL LT 39.78 38.55 37.56 36.68 36.06 35.66 35.48 35.51 0L ELEV 40.43 39.23 38.24 37.45 36.88 36.53 36.38 36.45 0 FL RT 40.14 R7 TOBIN ST R8 36.38 36.02 35.88 35.95 0 28+00 29+00 30+00 31+00 RAINIER AVE S CENTERLINE PROFILE +2% +2% -1% -1% 0% 0% -1% FOR INTERSECTION GRADING SEE CURB RAMP DETAIL SHEETS 170-181 -1% -2% -2% LT = -2.00% RT = -1.00% RAINIER AVE S SUPERELEVATION DIAGRAM GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS MATH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 C) 80 GENERAL ALIGNMENT PROFILE NOTES 9 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE 0 SURFACING AND MEDIAN LOCATIONS. 0 a 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, ~x, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR PV1 STA = 30+18.76 MEDIAN PROFILE AND GUTTER PROFILE. PVI ELEV = 33.68 a 60 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 60 510.00' VC a n z 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND n z + z W o RADIUS INFORMATION. N' + 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS Ni g� o ate' 5 PROPOSED FINISHED GROUND AT INSTALLED AND OPERATIONAL. 5 II + J "g NII 1n dW Q N SJ SJ dW N II aW 2.41% 40 1.83% 40 i� i EXISTING GROUND AT 20 20 FL LT R11 RENTON AVE EXT RENTON AVE EXT RENTON AVE EXT R12 40.60 41.81 43.27 OL ELEV 36.73 37.23 37.93 38.83 39.68 40.28 41.43 42.64 43.84 0 FL RT R9 RENTON AVE EXT RENTON AVE EXT RENTON AVE EXT R10 41.02 42.23 43.44 0 32+00 33+00 34+00 35+00 35+50 RAINIER AVE S CENTERLINE PROFILE +2% +2% -1% -1% 0% 0% -1% FOR INTERSECTION GRADING SEE CURB RAMP DETAIL SHEETS 170-181 -2% 35+29.62 NORMAL CROM LT = -2.00% RT = -1.00% 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDI11ONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 60 40 II EXISTING GROUND AT n II iw PROPOSED FINISHED GROUND AT �- 80 60 40 20 20 FL LT 44.93 46.33 47.65 48.67 49.65 50.63 51.61 0L ELEV 45.05 46.09 47.08 48.06 49.04 50.02 51.00 0 FL RT 44.40 45.28 46.27 47.26 48.25 49.26 50.27 0 36+00 37+00 38+00 39+00 RAINIER AVE N CENTERLINE PROFILE +2% +2% -1% L = $7.50 -1% 0% L = 43.75 0% -1% L = 23.37 = 43.75 -1% -2% -2% 35+73.37 36+17.12 37+04.62 TRANSITION LEVEL CROWN FULL SUPER LT = -1.00% LT = +0.00% LT = +2.00% RT = -1.00% RT = -2.00% RT = -2.00% RAINIER AVE N SUPERELEVATION DIAGRAM GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 100 80 60 100 GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 80 rn 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND a o RADIUS INFORMATION. w n °D CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH z 3 M C.5. N + �+., UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS aZ + �� v a INSTALLED AND OPERATIONAL. N oo v1- II ^o• II � II � EXISTING GROUND AT + �� PROPOSED FINISHED GROUND AT �,+ �CD nu emu' r a� au) u a � a< r II s� jw mui >w o w Sw aw 60 n II 5J gN 1n 11 aw 1.45% 0.91% ---- ------------ i `' 2.00% 40 40 FL LT 52.59 53.59 R13 R14 56.55 6L ELEV 51.98 52.98 53.98 54.98 55.90 56.63 57.22 20 FL RT 51.30 52.33 53.36 55.32 56.02 20 40+00 41+00 42+00 43+00 43+50 RAINIER AVE N CENTERLINE PROFILE +2% +2% -1% -1% 0% 0% -1% L = 450.00 -1% -2% -2% RAINIER AVE N SUPERELEVATION DIAGRAM 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 60 40 ° II M aM H r M N II N II a W d W -0.10% EXISTING GROUND AT 20 FL LT R2 30.89 0 Z ELEV 31.35 31.40 200+25 201+00 80 60 °pi 40 � ~ N n II N II N II II 1 W d W d W d W 0.06% 0.24% 0.36% PROPOSED FINISHED GROUND AT q 31.05 30.80 30.82 31.07 31.47 31.54 31.57 31.60 202+00 203+00 S 3RD ST CENTERLINE PROFILE 20 30.88 31.13 31.38 31.63 31.75 31.87 32.03 0 204+00 205+00 205+25 GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 60 II Q H 40 s �I .............. d4 20 FL LT 6. 0 FL RT 3R,87 598+00 80 60 20 FL LT 33.73 0 L REV 34.778 602+00 LP STA = 598+96.94 LP ELEV = 36.44 PM STA = 599+00.18 PM ELEV = 36.36 00 25.00' VC I� fV n II co �d H M H M d W d W II r M N II aW .70% 2.E \ EXISTING GROUND AT � U a =M aM n II N II Lw aw \ PROPOSED FINISHED GROUND AT GL R12 R12 RAINIER AVE R10 36.67 35.60 36.45 37.21 38.52 37.88 37.33 36.78 RAINIER AVE RAINIER AVE RAINIER AVE RAINIER AVE R9 R9 599+00 600+00 601+00 80 60 40 20 34.52 35.78 34.66 0 602+00 80 60 it PROPOSED FINISHED GROUND AT ro 110, pp 40 NII NM --------- -0.59% EXISTING GROUND AT 20 32.58 33.78 32.78 31.78 31.49 31.19 32.76 31.60 30.76 603+00 604+00 605+00 AIRPORT WAY CENTERLINE PROFILE 0 606+00 GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 80 80 100 100 60 c ISHED GROUND AT 60 80 80 o n t PVI STA = 399+31.40 +PVI cli ELEV = 46.34 0O 25.00' VC rn arnm O L-3.74% a EXISTINGGROUND ATiw 40 =9��° --- -2.00%w 40 60 "' H60 - - - - - - U rn M o O V H�dw dW III N a W NII STA 19+35.18 RAINIER AVE S CL EXISTING GROUND AT aw NII SJ -1.00% -1.37% a w 20 20 40 40 PROPOSED FINISHED GROUND AT q STA 28+58.31 RAINIER AVE S CL J ELEV 40.56 38.95 ELEV 46.15 45.53 0 0 20 20 300+00 301+00 302+00 398+50 399+00 400+00 S 2ND ST CENTERLINE PROFILE SW VICTORIA ST CENTERLINE PROFILE 80 80 100 100 LP STA = 699+36.18 LP ELEV = 54.75 60 60 80 PVI STA = 699+20.98 80 PVI ELEV = 54.66 o '2 N CD 35.00' VC c Oo> OO+N O } to + p + YIDI MII C. W } } } + 0, IIIcp W I OQ00 a piD 4M ^ III NOo III II � II � II rn III � In Na QN to HQN �NII 40 60 II II 6040 -2%aw CLcw wm �W ------- 0.50% -1.37% PROPOSED FINISHED EXISTING GROUND AT GROUND AT —' EXIS7NG PROPOSED FINISHED \ GROUND AT GROUND AT q 20 STA 32+83.37 RAINIER AVE S CL 20 40 40 STA 40+74.52 RAINIER AVE S CL ELEV 37.58 36.44 ELEV 56.16 54.81 54.47 0 0 20 20 500+00 501+00 501+50 698+50 699+00 700+00 S TOBIN ST CENTERLINE PROFILE NW 3RD PL CENTERLINE PROFILE GENERAL ALIGNMENT PROFILE NOTES 1. SEE ROADWAY PLAN SHEETS 58-67 FOR ROADWAY AND OFFSITE SURFACING AND MEDIAN LOCATIONS. 2. SEE TYPICAL SECTIONS, SHEETS 5-9, FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ROADWAY PLANS FOR CURB LAYOUT. 4. SEE CURB RAMP DETAIL SHEETS 170-181 FOR CURVE DATA AND RADIUS INFORMATION. 5. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 10 20 40 60 SCALE IN FEET D... Sig. E—bp. ID: 96C79925-D8 4M-BD89F lS5986DC16 W = 3/8" MIN 5/8" MAX NEW PAVEMENT POURED JOINT SEALER BACKER ROD 0 = 1.25W CONTRACTION JOINT SEAL DETAIL (LONGITUDINAL OR TRANSVERSE) NTS PLAN N 0 10 20 40 60 SCALE IN FEET W = 3/8" MIN 5/8" MAX N NEW PAVEMENT, TYP POURED JOINT SEALER BACKER ROD 0 = 1.25W CONSTRUCTION JOINT SEAL DETAIL NTS 10" CEMENT CONCRETE PAVEMENT " � a a• .d, aas ..da .• a•8a � .e CSBC SUBGRADE TYPICAL CEMENT CONCRETE PAVEMENT SECTION NTS GENERAL NOTES 1. CONCRETE PANEL JOINT LAYOUT IS SCHEMATIC. CONTRACTOR TO SUBMIT PLACING AND JOINTING PLAN TO ENGINEER FOR APPROVAL, PRIOR TO CONSTRUCTING FORMS. JOINTS SHALL BE CONSTRUCTED PER SPEC SECTION 5-05.3(8) AND PER WSDOT STANDARD PLAN A-40.10. JOINTING PLAN TO INCLUDE VAULT LIDS AND ANY OTHER PENETRATIONS, SHOWING JOINTS FOR THESE LOCATIONS. 2. JOINTS ARE NOT SHOWN FOR CEMENT CONCRETE SIDEWALK AREAS. SEE SHEET 252 FOR SCORED SIDEWALK CONCRETE DETAILS. 3. LONGITUDINAL JOINTS ARE TO BE CONSTRUCTION JOINTS UNLESS PAVED BY A MACHINE CAPABLE OF PLACING AND FINISHING CONCRETE FOR TWO OR MORE PANEL WIDTHS (IN WHICH CASE A CONTRACTION JOINT IS ALLOWED). 4. ALL TRANSVERSE AND LONGITUDINAL CONTRACTION JOINTS SHALL BE FORMED WITH SUITABLE POWER —DRIVEN CONCRETE SAWS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT SAWING EQUIPMENT CAPABLE OF COMPLETING THE SAWING TO THE REQUIRED DIMENSIONS AND AT THE REQUIRED RATE TO CONTROL CRACKING. THE CONTRACTOR SHALL PROVIDE ADEQUATE ARTIFICIAL LIGHTING FACILITIES FOR NIGHT SAWING. 5. COMMENCEMENT OF SAWING TRANSVERSE CONTRACTION JOINTS WILL BE DEPENDENT UPON THE SETTING TIME OF THE CONCRETE AND SHALL BE DONE AT THE EARLIEST POSSIBLE TIME FOLLOWING PLACEMENT OF THE CONCRETE WITHOUT TEARING OR RAVELING THE ADJACENT CONCRETE EXCESSIVELY. 6. LONGITUDINAL CONTRACTION JOINTS SHALL BE SAWED AS REQUIRED TO CONTROL CRACKING AND AS SOON AS PRACTICAL AFTER THE INITIAL CONTROL TRANSVERSE CONTRACTION JOINTS ARE COMPLETED. 7. ANY DAMAGE TO THE CURING MATERIAL DURING THE SAWING OPERATIONS SHALL BE REPAIRED IMMEDIATELY AFTER THE SAWING IS COMPLETED. B. WHEN CEMENT CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CEMENT CONCRETE PAVEMENT, THE VERTICAL FACE OF ALL EXISTING WORKING JOINTS SHALL BE COVERED WITH POLYETHYLENE FILM OR BUILDING PAPER IN ACCORDANCE WITH AASHTO M 171. 9. LENGTH TO WIDTH RATIO BETWEEN JOINTS SHALL NOT EXCEED 1.5:1. JOINT SPACING SHALL NOT EXCEED 15'. 10. ISOLATION JOINTS FOR STRUCTURES ARE NOT SHOWN ON THESE PLANS BUT SHALL BE CONSTRUCTED PER DETAILS ON THIS SHEET OR WSDOT STANDARD PLAN A-40.15 FOR ALL CATCH BASINS AND MANHOLES. 11. PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO THE CENTERLINE FOR ALL CONCRETE IN STREET. 12. CLEAN JOINTS BY SAWCUT OR HAND TOOL. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. 13. SEE CONCRETE ROADWAY JOINT DETAILS, THIS SHEET. D"c"Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F lS5986DC16 14080 ( 0183) / I IM 30.6 I / T FIRESTONE I O'REILLY AUTO PARTS I T -SDMH #14042 (500178) SDMH #14062 (500182) 'RIM 30.27' RIM 30.76' RI SDMH #14041 (500177) / .E1 RIM 30.05' DWY CZ CD / \\ \\ \\ DUCT w w 1 s 32 \ll 1 BEGIN CELL AT STA 14+22 -00 RAINIER AVE S 12+00 13+00 OR 1 2 (500067) II II 7 \ \ CB 10403 (500068) R 2 . 8 E, 12" IRON II II12" RIM 30.84 E 7 NW, 12" IRON IE 27.4 E, 12" IRON E 27.2 NW, 12" IRON 6 �xXxxxxxxxxxx; xx x -- \ xxxx �� x -�\ 7 72„ SD 3 - / 8 5 2 SDMH #13897 (500041) SDMH #13892 (500181) FO _- RIM 29.78' RIM 30.14'O I N PLAN ZA 0 10 20 40 60 SCALE IN FEET GENERAL DRAINAGE NOTES ' CB 14138 (136074) 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE RIM 33.07' WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE EXISTING FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR V / ROW WALGREENS 8" OR SMALLER DIAM. PIPE. c61oz33 (:,;r; ; 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. RIM 31.So E 29.7 18" IRON 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. IE 29.7 E. 8" IRON 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR I PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: IA. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 a CB 13614 (141051) 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) RIM 33.73 E 26.8 N, 12" PVC UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: zs.7 SW, 12" PVC A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 / D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 IE 31.1, 8" 8" PVC E10 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION Q OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED �33\ 3q ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE a 3z INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION �33 SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. w s 7 S.1 CONSTRUCTION NOTES (13651)IC�� SHELL 3 a RIM 30.40 ®;E 268 NW; 6° CONC 7-ELEVEN I 7 IE 18.58 W, 48" OPP # 2" SD IE 18.5 E, 48" CPP ` OR OD SDMH 13674 (178158) I 16 45 RIM 30.57 IE 26.4 NW, 12. METAL 7 1 IE 18.3 SW, 48" HDPE 8 IE 18.2 NE, 48' HDPE d Q G RO ao azq M � A 2 4 16 MgT�N AA'' G C 1 474 (500069) CB 13694 (1-97) S%/.� 20' ^ 619W, 12" METAL RIM 31.18 Q 23 N, 12" METAL IE 26.5 SE 12? METAL S Sy SDMH 13695 (178159) HERTZ/LYFT E FT PROPOSED RIM 30.93 88 ROW E 25.9 SW, 12" HOPE IE 21.6 SE, 12' METAL 2 4 IE 17.8 NE, 48" METAL IE 17.8 NW, 48" METAL w �15 LF 6" Sb CB 13672 (178163) RIM 30.58 E 28.9 E, 6" CONC IE 28.5 S, 6" COMO CB 10077 (500066) RIM 30.38 IE 27.9 NW, 12" IRON IE 27.8 SE, 12" IRON g CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 ® CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. O7 REMOVE DRAINAGE STRUCTURE. O8 ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. 11 INSTALL BIORETENTION PLANTER PER COR STD PLAN NO. 262.10 AND DETAIL ON SHEETS 104-105. 13 INSTALL BEEHIVE GRATE PER DETAIL ON SHEET 104 14 INSTALL 18" CURB OPENING PER CDR STD PLAN NO. 262.30 AND DETAIL ON SHEET 104. 16 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER CDR STD PLAN NO. 204.10 AND 204.50 LEGEND 8 CONIC INLET, CB TYPE 1 OR CB TYPE 1L 4 CB TYPE 2 WITH RECTANGULAR FRAME 0 CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW m EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D"c"Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 W CB 10259 (141290) W RIM 34.15 IE 28.0 E. 12" PVC IE 27.8 S, 8" PVC C SW, IE 212" PVC IE 27.7 N, 8" PVC CB 10232 (500071) OR TM 32.11 28.3 N, 12"CPP (7 I WALGREENS MIDAS la I, PROTECT EX 8" SO SWALE \ W CB 10230 (142243) \ CB 10231 (133535) RIM 33.01 1 RIM 32.23 IE 30.5 W. 8" PVC I IE 29.7 E, 6" PVC IE 30.5 SW, 8" PVC 0273 IE 29.6 N, 12" CPP 8" PVC 29.3 S, 12" CPP CD AC CB 10229 (133313) J_ in CB 31050 (500080) RIM 34.94 RIM 33.25 IE 31.93 N, INACCESSIB IE31.2W, 8"CPP E 30.8 S, 12' CPP CB 13615 (NO ID) RIM 33.11 IE 32.5 E, 8" CPP IE 31.5 NW, SIZE/TYPE UNKNOWN CB 31211 '300031) RIM 35.54 IE INACCESSIBLE N,SE, FULL OF MUD ELEV 33.5 ® TOP OF TEE, 12" CMP 93 E, INACCESSIB YRI STCR FILLED W/SLUDGE 1172 (133312) 5.03 IE 3 2 S, 4" DINO CB 1171 (NO ID) PLAN 0 10 20 40 60 SCALE IN FEET SANSONINA CB 31049 (500079) RIM 35.56 E INACCESSIBLE, RIM TARRED IN PLACE /PROPOSE / ROW TACO TIME P CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91,100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES ® CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. O7 REMOVE DRAINAGE STRUCTURE. ® ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. 11 INSTALL BIORETENTION PLANTER PER CDR STD PLAN NO. 262.10 AND DETAIL ON SHEETS 104-105. 14 INSTALL 18" CURB OPENING PER CDR STD PLAN NO. 262.30 AND DETAIL ON SHEET 104. 16 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER CDR STD PLAN NO. 204.10 AND 204.50 17 INSTALL NEW OUTLET PROTECTION PER DETAIL ON SHEET 105 LEGEND IN CONIC INLET, CB TYPE 1 OR CB TYPE 1L 4 CB TYPE 2 WITH RECTANGULAR FRAME Q CB TYPE 2 NTH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER ^" FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D... Sig. E-bpe ID: 96C79925-D880-4E61D-BD89F 1359860C16 1 /� LL I 1/ / SDMH 30 0 (1L7= RIM 40.99 SOUTH LAKE I METRO PCS IE 36.4 N; 12" coNc �- / IE 36.4 S,'12" CONc EUROPEAN _ ,3Q S, 16° 1MP AUTOZONE ELEV 38.3 ® TOP OF WATER PIPE, 8" IRON SDMH L535 (133310) �X CB 30968 (500078) I RIM 4gq11 46- RIM 39,69 35.4I N, 12" CONC / PROPOSED SDMH 2O459 (178831 / 5.05 CB 30056 (17883D) IF 38.9 N, 4" CONC IE 35. S, 12" CONC 1 AS ALT FLOW LINEIEIM NACCESSIBLE, RIM 44.90 E 33.43,I N, 18" CMP IE 41.6 W, B" UNKNOWN ELEV 3G.3 ® TOP OF WATER PIPE, I FULL OF WATER SDMH 30875 133309) I 8" IRON( 41.6 E, 8" UNKNOWN IV 39.45 I /1 OIL SEPARATOR 914 (250041) PIPES UNDER WATER IE 36.2 A 6" CONC 4y I BIG ISLAND P KE I RIM 44.69 I CB 9780 (133308) IF 41.5 E, 12" IRON IE 36.2 N, 1" CONC I RIM 43.89 IE 34.8 E, 18" CONC SDMH 9781 (178833) IE 422 NW, 6" PVC RIM 44.06 IE 42.1 W, 12" IRON 44 45 IF 42.0 SE, 12" PVC I I 43 IE 41.3 NW, 12" Pvc / J IF 40.7 S, 12" CONC 6 4J AC / IE 39.4 S, 8" CONC I R seo PATIO Io AISED PATIO I°a, 41 4 PRO OSED ?`� u I -a2 I R 4co ®� ♦ g a1 4 � 1 a3-� 7 14 19 c° - - I 3 648 (5 077� _ _I _ _ _ 15 19 12' sn �Y �� RIM 1-Ir- \ 45 �c� .,.� ------------ ''�� `, .. ��i . -... �� s� I; � laid► gull a_--- 11 - Yl�S9N�t��irfi�i��■►..■�. r-1�1' ►��iir- �m� �, n�--� • Lit m -�_e► pper�: __ Ii:v tl \sk .�IIwi►1;,, _ -= ,��-►-- 1 IN�. cci ICI '+ RI 2l� .1I ,. r RIM 3 ., N VACANT I,i ' III►Q �" ,"CLILV 20442 "" s CB 30297 (1 CB 30384 (162507) RIM 40.36 2508) RIM 39.27 IE 37.1 S, 8" IF 36.6 S, 8" PVC IE 36.6 N, 8" PVC IF 36.5 EL 8" PVC PVC RENTON BUDDY'S HOME I VETERINARY FURNISHING HOSPITAL SDMH 2O252 134507) M I _ RIM 36.52 `L IE 31.9 W, 18"CONC W I ` II p G IE 31.8 E, 18"ICONC DWY PLAN Z 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES ® CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. 06 CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. 07 REMOVE DRAINAGE STRUCTURE. 08 ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. i6 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER COR STD PLAN NO. 204.10 AND 204.50 19 INSTALL SHALLOW INLET PER DETAIL ON SHEET 105 LEGEND 8 CONC INLET, CB TYPE 1, CB TYPE 1L, OR SHALLOW INLET Q CB TYPE 2 WITH RECTANGULAR FRAME Q CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D"c"Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 WEST WIND MOTEL I ROYAL ORCHID PLAN 0 10 20 40 60 SCALE IN FEET FORMULA 1 FAST LUBE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES ® CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. 0REMOVE DRAINAGE STRUCTURE. O8 ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. 12 INSTALL BIORETENTION PLANTER WITH UNDERDRAIN PER COR STD PLAN NO. 262.10 AND DETAIL ON SHEETS 104-105. 13 INSTALL BEEHIVE GRATE PER DETAIL ON SHEET 104 14 INSTALL 18" CURB OPENING PER COR STD PLAN NO. 262.30 AND DETAIL ON SHEET 104. 16 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER CDR STD PLAN NO. 204.10 AND 204.50 18 INSTALL BIORETENTION BERM PER DETAIL ON SHEET 104 LEGEND ❑� CONC INLET, CB TYPE 1 OR CB TYPE 1L 0 CB TYPE 2 WITH RECTANGULAR FRAME Co CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW m EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D... Sig. E—bp. ID: 96C79925-D8 4M-BD89F lS5986DC16 • • EiLryO© s J •11 w, G1 - • Till 11� I ^lull I ►1n�111��—=��'�riSiayA ��il�yil�t►�i��iVV��i��w�o_ i ��i'� �_�_e ' !'e!.ssu7LrY�•�.o.,= ��21�1►E'.�.�Tl�!I�iR.�I11��Eu��I�fCE•'�' �levi'�_ � --24" SD - _ _ �--- �, ii JCf%1J D. WWII �--�y•��11 —ii 1 11 —.� , AC :� ►� _ ----------------- o PROPOS ROW Gp RAMP Gp TOMMY'S CAFE CB 7185 :• RI 134 PLAN *Z 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE IL - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. T1PE iL CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES ® CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. O6 CONNECT NEW STORM DRAIN PIPE TO EXISTING PIPE. O7 REMOVE DRAINAGE STRUCTURE. O8 ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. Di6 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER CDR STD PLAN NO. 204.10 AND 204.50 LEGEND ❑p CONC INLET, CB TYPE 1 OR CB TYPE 1L 4 CB TYPE 2 WITH RECTANGULAR FRAME Q CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER r ^" FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D"c"Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 CB 4546 (NO ID) RIM 35.93 IE 34.1 W, B" CONIC IE 33.7 NE, 8" CONC IE 33.6, 8" CONC CB 5007 (178923)� RIM 34.92' CB 5021 (178924) RIM 33.10 IE 29.4 E, 12" CONC PROPOSED ROW CB 4945 (1789 MATCH LINE STA 601+50 SHEET gg 0 10 20 40 60 SCALE IN FEET CB 4282 (150289) RIM 35.78 IE 31.5 NE, 8" CONIC IE 31.3 SW, PIPE SIZE/TYPE UNCLEAR IE 31.1 NW, 12" CPP CB 4435 (141295) CONIC ARCO 8.77 IEM3311.5 SE, 12- CPP AM/PM IE .2 N, 12" CPP IE INACCESSIBLE E, UNKNOWN FE33.5 S, 12" CPP MH #4466 (NO ID) RIM 39.87'.87' I� I �SS�SS� SS RENTON LAUN DRY I N F -�u I2, \ DTI\ 3I��J9 F -� (DDT20" FO \ -32- Sow__ �__-w IE INACCESSIBI 00 F- w x N O ¢ r cn z J U H Q CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 ,IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES O4 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. O7 REMOVE DRAINAGE STRUCTURE. O 8 ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. 16 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER COR STD PLAN NO. 204.10 AND 204.50 LEGEND ❑� CONC INLET, CB TYPE 1 OR CB TYPE 1L CB TYPE 2 WITH RECTANGULAR FRAME Co CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER r ` FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 00 7 w N O + M v, N z J x U F— Q AC DNA s \� +� \fie.. PLAN r7'-1, L 0 10 20 40 60 SCALE IN FEET r` 00 w w x 0 0 M Q H N w Z J U CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE IL - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES ® CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. 0REMOVE DRAINAGE STRUCTURE. \- ADJUST DRAINAGE STRUCTURE TO GRADE. O9 LOCATE BURIED DRAINAGE STRUCTURE AND ADJUST RIM TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. 16 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER COR STD PLAN NO. 204.10 AND 204.50 LEGEND 0 CONIC INLET, CB TYPE 1 OR CB TYPE 1L Q CB TYPE 2 WITH RECTANGULAR FRAME 0 CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D"c"Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 / SS �- DMH 2805 (136050) EXISTING M 54.Bo 47.5 E, 12" CPP ROW 44.1 Nw, 8" CONC E 42.1 N, 18" CONC E 41.25E, 18"CNC CB 2804 (150766) C RIM I IE 50.7 N, N, 1 CMP IE 50.6 W, CMP 00 w in 0 rn M Q N w Z Oilm-11 40allZ•PI 0� W a-s /CB 1995 (146357) RIM 54.42 IF 52.2 N, 4" CPP kD E, 8" CMP IF S, 12° CMP ® TOP OF TEE 0 8" (NO ID) , 12" CPP SD B 1722 (136051)4.14 IE 50. 12" CONC CONC DT24� �� W CB 1606 (135018) SDMH 2457 13604E RIM 51.64 )\ S F S, O IRON RIM 51.29 STCR FULL OF DIRT AC IE 45.9 N, 12" IRON IE 44.9 S, 8" PVC CB 3051 (113808 IF 38.5 NW, 18" CONC 7 IE 38.5 SE, 18" CONS \ PROI ROW RIM 49.99 E, 6°, NOT VISIBLE (CAPPED) \ 1 ti h� SDMH 1" '146356) RIM 54.77 I IE 51.6 N 8" CMP IE 50.2 N 12" CONC J SDMH 1724 (169038) IE 49.9 W 8" CMP IE 49.8 N E, 8' CONC d RIM 55.45 IE 50.2 E, 12° CONC IE 44.9 S 18" CONC Q IF 45.6 NW, 12' CONgq IE 44.9 N 18" CONC IE 45.3 S, 18" Co., M IF� Z h9. I Dwv -SS f I c JUDO BOXING GERBER COLLISION 57 I & GLASS 01 �I 8 56 I 1 CB 3572 (136052) CB 1461 (150165) AC I RIM 54.19 E 51.4 S, 12" CONC CB 913 (NO ID) RIM 58.34 IE 55.8 W, 6° PVC RIM 58.14 IE 56.0 S, 8° PVC IF56.0 N, 8" PVC WY I IE 55.7 E, 6" PVC I IE 56.0 E, 6" PVC D IF 56.0 W, 6" PVC 55 CB 1462 (150164) CB 1044 (136082) RIM 57.75 IE 56.2 N, 8" PVC CB 1015 (136081) RIM 55.67 IE 49.9 S, 12" IRON RIM 57.31 IE 49.8 N.12" IRON / IE 54.4 W, 6" PVC IE 53.8 S, 12" IRON R M F E, 6", NOT VISIBLE --- � - - - - - AC----------- W- 8 o \ 41+00 12" SO\ �DT12° �` 07 135017 RIM 54.74 EXISTING IE 53.6 S, 6" IRON ROW \AC ] \ 15 LF 6" SO / 41 PLAN //z�\\ L 0 10 20 40 60 SCALE IN FEET ADVANCE AUTO TUNE SD - S S S S 42+00 \ RAINIER AVE N a 43+00 �-',TB,(2) 5D ^ 47------QTuj2Ll,� DT15"245-12 6" SD %� CT12" � 57 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE IL - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES ®CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O5 CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. O7 REMOVE DRAINAGE STRUCTURE. OS ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. 16 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER COR STD PLAN NO. 204.10 AND 204.50 LEGEND ❑� CONC INLET, CB TYPE 1 OR CB TYPE 1L CB TYPE 2 WITH RECTANGULAR FRAME 0 CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW m EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D... Sig. E-bpeID: 96C79925-D880-4E61D-BD89d3135986DC16 0 Do w V) 0 N w z J U H CB HERTZ/LYFT RIM ;. IE 29.4 .9S7, SAFEWAY\ sD- cB 18710 (141564) ' 0 oCB 18709 (NO ID) , �"� , :: IE ^ �ROW 7.2 IE 70 c a IIlMAIM MGM �M �i 6" PVC .r.'MAKI I-- 1 11 1 11 - 1 1 11 \-31 -/ I SD SD SID 9 0 \I 8 IF _ySDMH 18172 (13587 32r9 $ SICNAL ENDS 11=32.14 �I& r-B" SDM�2114(131 IE 23.3 E, B CONC IE 23.1 NW, 12^ METAL EXISTING RIM 31.36 IE 26.2 N, 8" CONC ROW IE 24.9 E, 8'CO C IE 24.6 W, 8' CO C SHELL 7-ELEVEN SLEEPLESS COFFEE FREDDIE'S CASINO PLAN 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES O4 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O7 REMOVE DRAINAGE STRUCTURE. ® ADJUST DRAINAGE STRUCTURE TO GRADE. i6 INSTALL RECTANGULAR SOLID METAL COVER OR STORM ROUND FRAME AND COVER PER CDR STD PLAN NO. 204.10 AND 204.50 LEGEND 0 CONIC INLET, CB TYPE 1 OR CB TYPE 1L CB TYPE 2 WITH RECTANGULAR FRAME 0 CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ FILTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER r FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D"c"Sig. E-by"ID: 96C79925-D880-4E61D-BD89d3135986DC16 CB 5943 (141025) CB 3613113444 ( ) RIM 31.01 IE 26.2 N, 6" CONC '( RIM 35.36 IE 26.2 S, 12" GONG IE 33.3 NE, 6" CONC 293 d 58 1D SDMH 3696 (113443) SDMH 5795 (113445) RIM 30.48 1 RIM 34.35 IE 30.8 SW, 6" CONC 1 IE 2§.2F�42" CONC CB 5965 (141904) IE 26.3 S, 12" CONC IE 26.2 W, 12" CONC IE 26.0 E, 12" CONC 1 \4.9 NW, 18 CONC IE 24.9 N, 12" CONC CB 4785 (112861) RIM 30.27 IE 25 E, 6" CONC IE 25.9 N, 12" CONC �c� ! RIM 32.21 IE 26.2 S, 12" CMP IE 26.6 N, 6" CONC IE 26.6S, fi" CONC CB 5970 (14190 ) M 31 1 IE26.7 E, 6" CONC E 26.7 W, 6" CONC \ 12 LF 6" SO p as -30- - 31- 32- _31-Z - _ -33- _ -34-� -35 I Dd -mod OA > 162 5 8 Od o ® ❑ Os s -ems` d 1 \ - \ as os o - Os d \ 7 83 N 602+00 603+00 AIRPORT WAY 604+00 3 5+68 H M M- �= SD 1 �81,y� SP.2'HIGH WING WALL (TYP) M Q CB 6034 (113446) RIM 29.98 IE 27.5 S, 8" GONG IE 27.5 E, 8" CONC CB 6186 (114026) RIM 29.94 E 27.4 N, 8" GONG PLAN N 0 10 20 40 60 SCALE IN FEET AC CB 446 2 (114023) RIM 29.78 IE 27.8 W, 6" GONG (1 3447) S0M 6218 (114022) RIM 29.93 RI 29 3 �\ RIM 0.31 IE 7'15 8" CONC "CON IE 2 0 E, 12" CONC IE 26.9 W, 12" GONG ui IE 266 W, 8' CONC IE 26.8 E, 12" CONC W IE 214 N, 12" CONC IE 2 3 S, 12" CONC Q YI o CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - GENERAL DRAINAGE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 10. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES O CONNECT NEW STORM DRAIN PIPE TO EXISTING DRAINAGE STRUCTURE. 77 REMOVE DRAINAGE STRUCTURE. O ADJUST DRAINAGE STRUCTURE TO GRADE. 10 INSTALL FILTERRA UNIT AND 6" PVC PIPE CONNECTION PER DETAIL ON SHEET 106. LEGEND ❑� CONC INLET, CB TYPE 1 OR CB TYPE 1L CB TYPE 2 WITH RECTANGULAR FRAME 0 CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW EXISTING STORM PIPE xxxxxxxxxxxx ABANDON STORM PIPE BIORETENTION CELL ❑■ ALTERRA UNIT (WATER QUALITY TREATMENT) ® SDCB STRUCTURE NUMBER r FLOW DIRECTION (GRADE TO DRAIN) PAVEMENT FLOW LINE D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 CB TYPE 2-48" 4 STA 14+95.67, 39.38' RT 40 RIM 31.63 IE IN 26.60 (12"N) 40 IE OUT 26.60 (12"S) PROPOSED GROUND AT ROAD 35 35 EXISTING GROUND AT ROAD q - - - - - - - - - - i -- 30 30 0 67 LF 12" SD S=0.87% 0 PROFILE CONTINUES 25 25 ON SHEET 91 20 20 SAN STRUC 15 6 CB TYPE 2-48" CB TYPE 2-48" 5 15 STA 14+05.08, 46.97' RT STA 14+25.73, 46.36' RT RIM 31.01 RIM 31.13 IE IN 25.83 (12"N) IE IN 26.02 (12"N) IE OUT 25.83 (12"E) IE IN 28.28 (12"W) 10 IE IN 26.53 (6"E) FILTERRA 10 IE OUT 26.02 (12"S) CONNECTION 19 LF 12" SD S=0.50% 5 5 13+00 14+00 15+00 EAST SIDE PROFILE SEE PLAN SHEET 80 HOR: 1"=20' VER: 1"=5' 40 35 30 25 20 15 10 5 CB TYPE 1 9 STA 14+26.60, 3.71, RT RIM 30.90 40 IE OUT 28.50 (12"E) BIORETENTION CELL 43 LF 12" SD -DI S=0.51% 35 EG AT PIPE 30 B 25 3 w� 20 15 10 5 CB 9 TO CB 5 PROFILE SEE PLAN SHEET 80 HOR: 1"=20' VER: 1"=5' STRUCTURE LAIJI lA ITYL L-/L 2 STA 13+82.25, 70.56' RT 40 40 40 RIM 31.62 40 IE IN 18.30 (48"NE) 40 PROPOSED GROUND AT PIPE 40 40 40 EXISTING GROUND AT PIPE IE IN 25.49 (12"NW) CONNECT NEW EXISTING GROUND AT PIPE CB TYPE 2-48° CB TYPE 2-60" 3.12, 58.42' LT 2 CB TYPE 2-48" 2 PROPOSED GROUND AT PIPE IE OUT 18.20 (48"W) EXISTING GROUND PIPE TO EXISTING 48 STA 0.82 .67, 32.43' LT RIM 30.82 RIM 301+ IE IN 26.10 (12"SW) CONNECT NEW STRUCTURE TO EXIST PIPE STA 201+34.91, 32.43' LT CONNECT NEW RIM 322. STRUCTURE TO EXIST IE IN 22.09 (12"SE PIPE 35 CB TYPE 1 5 8 35 35 STRUCTURE 35 IE OUT 26.40 (12"NE) IE IN (48"NE) 35 35 IE OUT 22.09 (12"NW 35 RSTA IM 14+03.14, 71.94' RT 30.66 PROPOSED GROUND 21.60 IE IN 21.60 (12"SE IE OUT 17.80 (36"NW) PEXISiING GROUND IE OUT 27.50 (12"SW) - i 30 -- - 30 30 -i --- I 30 30 -- 30 30 - 30 I 0 35 LF 12" SD CORRESPONDING SHEETS 25 25 25 25 25 s=o.867 25 25 25 CATEGORY SHEET 10 LF 12" SID EXISTING CONDITIONS PLAN 36 16 LF 12" SD S=4.91% I I -- - -G SITE PREPARATION & TESC PLAN 47 S=1.00% I - - ROADWAY PLAN 58 20 20 20 1 o 20 20 20 20 20 ROADWAY PROFILE 68 I I 18 LF 12" SD PIPE CONTINUES TO DRAINAGE PLAN 80 CB TYPE 2-48" 45 S=1.00% STRUCTURE 221 DRAINAGE PROFILE 90 STA 13+99.74, 62.24' RT 15 15 15 L J 15 SEWER PLAN 107 RIM 31.64 15 15 15 15 IE IN 25.67 (12"W) SEWER PROFILE 116SAME IE IN 27.00 (12"NE) WATER PLAN 121 IE OUT 25.67 (12"SE) STRUCTURE WATER PROFILE 131 10 10 10 10 10 10 10 10 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 5 5 5 30.7 5 5 5 5 5 CHANNELIZATION & SIGNING PLAN 228 CB 6 TO CB 8 PROFILE CB 480 TO CB 221 PROFILE CB 222 PROFILE LANDSCAPE PLAN 238 SEE PLAN SHEET 80 CB 452 TO CB 220 PROFILE URBAN DESIGN 250 HOR: 1"=20' VER: 1"=5' SEE PLAN SHEET 80 SEE PLAN SHEET 80 SEE PLAN SHEET 80 IRRIGATION PLAN 263 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' RIGHT OF WAY PLAN 276 D"c"Sig. E"""bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 55 50 45 40 35 30 25 20 15 15+00 CB TYPE 1 211 STA 17+63.75, 42.64' LT RIM 37.18 PROFILE CONTINUES SEE SHEET 100 E IN 33.10 (8"W) IE OUT 32.90 (12"S) 20 CB TYPE 1 STA 17+33.26, 41.79' LT RIM 36.36 PROFILE CONTINUES SEE SHEET 100 -IE IN 31.84 (8"W) CB TYPE 1 ^ CB TYPE 1 IE IN 31.54 (12"N) STA 15+11.89, 47.17' LT " STA 16+04.54, 42.11' LT 22 IE OUT 31.54 (12"S) RIM 33.22 RIM 33.66 IE IN 29.04 (12"N) IE IN 29.53 (12"N) CB TYPE 1 IE OUT 28.24 (12"W) IE IN 29.53 (12"E) STA 16+62.65, 41.58' LT 21 IE OUT 29.53 (12"S) RIM 34.54 IE IN 30.84 (12"N) IE IN 31.34 (8-NW) PROPOSED GROUND AT ROAD IE OUT 30.84 (12"S) ___- EXISTING GROUND AT ROAD ;s,'4 -12"SD I71 LF 12" SD 5=0.99%98 LF 12" SD 5=0.50% 60 LF 12" SO S=2'20% 0 0.46 , o q 0 3 3 SAME 55 50 45 CB TYPE 1 STA 15+68.97, 44.0. RIM 31.93 FILTERRA IE IN 27.24 (12"N) 40 CONNECTION-IE IN 27.74 (6"E) IE OUT 27.24 (12"S) 35 30 70 LF 12" SD S=0.92% 25 PROFILE CONTINUES 20 SHEET 90 3 15 15+00 16+00 WEST SIDE PROFILE SEE PLAN SHEET 81 HOR: 1"=20' VER: 1"=5' EXISTING GROUND AT ROAD PROPOSED GROUND AT ROAD OL - 17+00 CB TYPE 1 CB TYPE 2-48" STA 17+63.44, 43.51 STA 16+56.32, 42.14' RT FILTERRA RIM 35.88 RIM 32.95 1 CONNECTION --IE IN 31.40 (6"E) IE IN 29.40 (12"1' IE OUT 30.90 (12"S) IE OUT 29.40 (12"S) 07 16+00 17+00 EAST SIDE PROFILE SEE PLAN SHEET 81 HOR: 1"=20' VER: 1"=5' 55 55 55 55 55 50 50 50 50 50 CB TYPE 1 22 15 CB TYPE 1 45 45 STA 16+04.54, 42.11, LT RIM 33.66 45 STA 16+21.94, 54.79' LT 45 RIM 33.43 45 IE IN 29.53 (12"N) IE OUT 31.16 (8"S) IE IN 29.53 (12"E) IE OUT 29.53 (12"S) EXISTING GROUND 40 40 40 40 40 OUTFALL PROTECTION PER DETAIL SHEET PROPOSED GROUND 105 35 35 EXISTING 35 35 35 GROUND 1` 46 LF 12" SD -DI 30 30 30 30 - 30 S=0.84% 0 PROPOSED GROUND 25 25 3 25 25 25 12 LF 8" SD S=0.50% 20 20 20 20 20 451 CB TYPE 2-48" STA 16+05.52, 3.47' RT RIM 32.97 15 15 IE OUT 29.91 (12"W) 15 15 15 17+70 CB 22 TO 451 PROFILE CB 155 OUTLET PROFILE SEE PLAN SHEET 81 SEE PLAN SHEET 81 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' SAME STRUCTURE 55 55 55 50 50 50 45 45 45 40 40 PROPOSED GROUND 40 EXISTING GROUND 12 LF 8" SD S=2.18% 35 35 I I� 35 II 0 30 30 30 158 EXIST CB TYPE 1 STA 16+66.96, 52.68' LT 25 RIM 35.54 25 IE IN 31.60 (6"NW) IE OUT 31.60 (8"SE) CONNECT NEW PIPE TO EXISTING STRUCTURE 20 20 20 15 15 15 18+00 CB 158 TO CB 21 PROFILE SEE PLAN SHEET 81 HOR: 1"=20' VER: 1"=5' SEE SHEET 100 - 103 FOR ADDITIONAL STORM DRAIN PROFILES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 55 CB TYPE 2-48" CB TYPE 1 STA 20+07.61, 29.93' LT 411 PROFILE 40 STA 21+34.13, 31.50' LT RIM 43.31 CONTINUES RIM 45.55 IE IN 40.22 (8"W) SHEET 100 -IE IN 41.30 (12"W) 50 IE OUT 36.08 (12"N) IE IN 41.30 (12"N) PROPOSED GROUND AT ROAD i IE OUT 41.30 (12"S) EXISTING GROUND AT ROAD q 45 LI 0 30 LF 12" SO 65 LF 12" SD Q 40 0 5=1.55% S=1.56% 1 LF 12" SO 35 S=0.51% p p I Q I �I w 30� N� wl wl CB TYPE 1 25 STA 21+04.14, 31.58' LT 1 CB TYPE 2-48" STA 20+39.17, 30.93' LT 41 RIM 45.12 IE IN 40.83 (12"N) RIM 43.97 IE IN 42.74 (8"W) IE IN 39.83 (12"N) IE OUT 40.83 (12"S) w w 20 IE IN 35.92 (12"S 3 3 3 IE IN 35.92 (12"W PROFILE CONTINUES SHEET IE OUT 35.92 (18-SE) 100 15 19+95 21+00 WEST SIDE PROFILE SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' SAME STRUCTURE 55 55 55 CB TYPE 1 STA 20+06.82, 47.75, LT 41 RIM 43.44 50 E IN 40.40 (8"W) CONNECT EXISTING 50 50 IE OUT 40.40 (8 E) PIPE TO NEW STRUCTURE 18 LF 8" SO PROPOSED GROUND 45 S=1.00% 45 45 40 0 40 EXISTING GROUND 40 35 35 35 0 30 CB TYPE 2-48" 3 30 STA 20+07.61, 29.93LT 411 RIM 43.31 IE IN 40.22 (8"W) 25 IE OUT 36.08 (12"N) 25 25 20 20 20 15 15 15 CB 412 TO CB 411 PROFILE SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' 55 55 55 60 CB TYPE 2-48" 9 STA 18+98.46, 29.80, LT RIM 40.57 IE IN 36.23 (12"W) PROFILE CONTINUES SHEET 100 50 50 IE OUT 35.80 (12"E) 50 55 PROFILE CONTINUES SHEET 93 CB TYPE 2-48" STA 19+07.53, 2.79' RT 34 45 45 RIM 40.38 EXISTING GROUND AT 45 50 IE IN 34.48 (18"N) PIPE FL LF 12" SD S=0.51% IE IN 34.65 (12"W) PROPOSED GROUND IE OUT 34.15 (18"E) AT PIPE CL 40 40 ---------------- 40 45 Q 34 LF 12" SD 35 35 O 102 LF 18" SD 35 40 5=3.40% � s=1.os% 30 30 �� 30 35 25 25 3 CB TYPE 2-48" 25 30 N 44 STA 19+10.11, 104.27' RT w w 44 RIM 38.33`-"'.- . 27 RT IE IN 33.07 (18"W) 20 20 IE IN 33.07 (12"N)_ 20 25 IE OUT .,07 (18"S)--- PROFILE CONTINUES IE OUT 33.07 (18"S) SHEET 100 15 15 15 20 22+00 22+50 CB 294 TO CB 446 PROFILE SEE PLAN SHEET 82 HOR: 1 "=20' VER: 1 "=5' SAME STRUCTURE CB TYPE 2-48" 31 CB TYPE 1 32 PROFILE STA 20+26.98, 0.93' RT STA 22+07.86, 1.58' RT <I CONTINUES RIM 45.86 RIM 43.26 SHEET 100 -IE IN 41.36 (12"E) IE IN 38.51 (12"N) �I ry IE IN 38.51 (12"E) IE OUT 41.36 (12"S) = PROFILE IE IN 35.75 (18"NW) PROPOSED GROUND AT ROAD w CONTINUES IE OUT 35.08 (18"S) SHEET 100 EXISTING GROUND AT ROAD 181 LF 12" SD S=1.587 0 119 LF 18" SD -DI O 0 S=0.50% 3 w of Z a o w EAST SIDE PROFILE SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' SURVEYED: KPG I TI I AISOD�k I onin111=0 AWE c , 60 SHALLOW INLET 14 STA 20+55.38, 50.74' LT RIM 44.44 IE OUT 43.07 (8"N) 55 SHALLOW INLET 1 PROPOSED GROUND STA 21+03.40, 50.37' LT AT PIPE OL RIM 44.66 50 IE IN 42.83 (8"S) EXISTING GROUND IE OUT 42.83 (8"E) AT PIPE q 19 LF 8" SD -DI S=0.50% 45 40 3 35 48 LF 8" SD -DI 30 S=0.50% 1 CB TYPE 1 STA 21+04.14, 31.58' LT 25 RIM 45.12 IE IN 40.83 (12"N) IE IN 42.74 (8"W) IE OUT 40.83 (12"S) 20 CB 514 TO CB 513 PROFILE SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' 55 50 45 40 35 30 25 20 15 SEE SHEET 100 - 103 FOR ADDITIONAL STORM DRAIN PROFILES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 55 50 45 40 PROFILE CONTINUES SHEET 92 35 30 25 20 22+50 60 60 CB TYPE 1L 3 STA 23+32.67, 31.59' LT RIM 46.84 IE OUT 42.30 (12"S) 55 55 50 50 f 01 LF 12" SD S=0.50% 45 45 40 40 3 35 �I 35 30 30 25 25 20 20 23+00 23+50 24+00 WEST SIDE PROFILE SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' RIM 45.43 IE OUT 43.48 (8"N) PROPOSED GROUND AT ROAD OL CB TYPE 2-48" n STA 24+77.85, 52.47, LT YO RIM 45.66 IE IN 43.37 (8"S) IE OUT 43.07 (12"N) [30 LF 12" SD S=3.89% �22 LF 12" SO S=2.31% EXISTING GROUND AT ROAD q RIM 43.77 IE IN 39.80 (12"S) IE IN 39.80 (12"W)-- PROFILE IE OUT 39.30 (18"N) CONTINUES SHEET 100 60 CB TYPE 2-48" STA 26+65.08, 30.93' LT " RIM 41.91 IE IN 37.75 (18"S) 55 IE OUT 37.75 (18"N) 50 PROFILE CONTINUES ON SHEET 94 45 40 S=2.177 I w 35 7 LF 8" SD S=1.55% 3 CB TYPE 2-48" STA 25+19.92, 32.11, LT 45 30 RIM 45.53 IE IN 41.40 (12-SW) IE OUT 41.50 (12"N) CB TYPE 1L 25 STA 25+07.22, 51.53' LT -& SAME RIM 45.96 STRUCTURE IE IN 41.91 (12"S) IE OUT 41.91 (12"NE) 20 25+00 26+00 27+00 60 PROPOSED GROUND AT ROAD CL 55 EXISTING GROUND AT ROAD EL 120 CB TYPE 2-48" CB TYPE 1 STA 24+83.45, 26.43' RT STA 25+22.81, 27.08' RT 118 FILTERRA RIM 45.29 RIM 44.82 50 CONNECTION---E IN 40.63 (6"E) IE IN 40.92 (12"W) IE OUT 40.20 (12"N) IE IN 39.92 (12"S) w PROPOSED GROUND AT IE OUT 39.92 (12"N) 3 45 40 LF 12 SD ° 125 LF 12" SD S=0.50% 40 ° 5=0.71% 35 30 25 � w 20 24+00 25+00 26+00 EAST SIDE PROFILE SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' WEST SIDE PROFILE SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' 60 60 60 60 CB TYPE 1 STA 26+34.60, 52.26' LT 146 RIM 44.32 55 55 55 55 IE OUT 40.16 (12"S) CB TYPE 1L STA 25+99.56, 51.33' LT 14 CB TYPE 1 RIM 44.97 BA 26+47.28, 27.06' RT 117 STA 25+22.98, 1.87' LT 119 IE IN 39.99 (12"N) S RIM 26+ 50 50 RIM 43.97 50 50 IE OUT 39.99 (12"E) IE OUT 41.89 (12"E) IE IN 39.29 (12"S) IE OUT 39.29 (12"N) BIORETENTION PROPOSED GROUND 23 LF 12" SD -DI rr EXISTING GROUND S=0.84% 45 45 L-- 45 45 35 LF 12" SD -DI 40 40 Q 40 40 S=0.50% PROFILE CONTINUES 35 35 29 LF 12" SD -DI 35 35 ON SHEET 93 5=3.35% 30 30 30 30 25 25 3 25 25 3 SAME STRUCTURE 20 20 45.0 20 20 « 3 L3L 27+00 CB 119 TO CB 118 PROFILE CB 146 TO CB 144 PROFILE SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' 60 55 50 45 40 35 30 25 20 SEE SHEET 100 - 103 FOR ADDITIONAL STORM DRAIN PROFILES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 219 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 45 PROFILE CONTINUES ON SHEET 93 40 126 35 CF 18" SD 30 25 20 15 10 27+00 CB TYPE 2-48" /� STA 27+91.47, 29.82' LT RIM 38.83 IE IN 29.07 (18"S) IE IN 33.74 (6"W)-FILTERRA IE OUT 29.07 (18"N) CONNECTION 28+00 EXISTING GROUND AT ROAD PROPOSED GROUND AT w ROAD CB TYPE 2-48" STA 28+53.35, 34.49' LT RIM 37.49 IE IN 28.48 (18"S) PROFILE IE OUT 28.48 (18"N) CONTINUES SHEET 102 29+00 WEST SIDE PROFILE SEE PLAN SHEET 84 HOR: 1"=20' VER: 1"=5' 50 CB TYPE 2-48" CB TYPE 2-48" 13 STA 29+59.22, 38.97' LT 34 STA 30+21.49, 41.63' LT RIM 36.02 RIM 35.61 IE IN 32.78 (12"SW}--- PROFILE IE IN 26.84 (24"S 45 IE IN 27.65 (18"S) CONTINUES IE IN 30.60 (6"NWr�FILTERRA PROFILE IE OUT 27.15 (24"N) SHEET 102 IE IN 32.94 (8"W) ON CONTINUES IE OUT 26.84 (24"N SHEET 102 w w 40 0 35 ° 30 62 LF 24" SO 118 LF 24" SD PROFILE CONTINUES ON SHEET 95 S=0.50% S=0.53% 25 20 15 10 30+00 31 +00 GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 50 50 CB TYPE 2-48" 116 STA 27+97.81, 29.74' RT CB TYPE 2-48" 115 STA 28+63.90, 40.74' RT C11 TYPE 2-48" 110 RIM 38.98 IE IN 35.10 (12"S) RIM 37.44 STA 30+78.93, 30.85' RT 45 IE OUT 35.10 (12"N) IE IN 32.90 (12"S) E IN 31.05 (12"W) 4 PROFILE CONTINUES IE OUT 32.90 (12"N) FILTERRA CONNECTION -IE IN 31.55 (6"E) SEE SHEETS 100 - 103 ON SHEET 93 IE IN 31.05 (12"S) FOR ADDITIONAL STORM 40 PROFILE CONTINUES SHEET 102 -IE OUT 30.55 (18"N) 40 DRAIN PROFILES PROPOSED GROUND AT ROAD 151 IF 12" SO 77% S=2 , EXISTING GROUND AT ROAD 35 67 12" SD S=3.267 35 216 LF 12" SD S=0.86% PROFILE CONTINUES ON SHEET 95 30 V q 30 25 to � 25 3 20 wj 20 15 15 10 10 27+00 28+00 29+00 30+00 31+00 EAST SIDE PROFILE SEE PLAN SHEET 84 HOR: 1"=20' VER: 1"=5' D"""Sig. E-bp" ID: 96C79925-D8 4M-BD89F lS5986DC16 50 13 CB TYPE 2-54" STA 31+79.85, 50.08' LT 45 PROFILE RIM 36.05 CONTINUES IE IN 29.12 (12-SW) SHEET 102 - IE IN 26.00 (24"S) IE OUT 26.00 (24"NW) 40 35 100 CB TYPE 2-48" STA 32+93.86, 80.83' LT PROFILE RIM 36.01 CONTINUES IE IN 30.90 (18"NW) SHEET 103 -IE IN 30.90 (12"SW) IE OUT 30.90 (18"SE) CB TYPE 2-48" STA 33+02.08, 90.60' LT RIM 36.61 IE IN 31.61 (12"N) ` IE OUT 31.11 (18"SE) SD 50 CB TYPE 2-54" 10frvA\PROFILE CONTINUES STA 33+82.19, 64.78' LT PROFILE ON SHEET 96 RIM 40.49 CONTINUES IE IN 32.75 (12"E) SHEET 103 PROPOSED GROUND AT ROAD 45 IE IN 37.57 (12"N) EXISTING GROUND AT ROAD IE IN 37.57 (8"W) FILTERRA IE IN 34.76 (6"E)-- CONNEC110N _ IE OUT 32.75 (12"S) ___ 171 LF 12" _ % SD -DI 5-2.1840 0 ° 35 L9 30 m 30 41 LF 24" SO 0 87 LF 24" SO o 25 S=0.54% 25 S=0.52% 13 LF 18" SD S=1.68% PROFILE CONTINUES ON SHEET 94 TCB 12 LF 18" SO S=2.00% 20 29 LF 24" SD TYPE 2-48" 130 20 S=0.52% STA 31+96.17, 74.04' LT CB TYPE 2-72" RIM 35.89 8 STA 32+82.99, 76.02' LT IE IN 32.91 (12"SW) PROFILE RIM 36.16 15 IE IN 25.85 (24-SE) CONTINUES IE IN 30.66 (18"NW) 15 CB TYPE 2-48" 3 IE OUT 25.85 (24"N) SHEET 102 IE IN 25.40 (24"S) CONNECT EXISTING PIPE STA 31+39.02, 45.47' LT IE IN 25.60 (48"SW) TO NEW STRUCTURE RIM 35.74 IE OUT 25.40 (48"NE IE IN 26.22 (24"S) 10 IE OUT 26.22 (24"N) 10 31+00 32+00 33+00 WEST SIDE PROFILE 34+00 35+00 35+50 SEE PLAN SHEET 85 HOR: 1 "=20' VER: 1 "=5' 50 50 50 CB TYPE 2-72" 84 CB TYPE 1L 85 STA 33+59.97, 15.58' RT PROPOSED GROUND AT ROAD STA 33+17.81, 23.54' RT RIM 39.57 45 RIM 38.66 IE IN .50 (12"N) d 45 45 IE OUT 34.85 (12"S) PROFILE CONTINUES TO 29 IE IN 29.10 (18-5) w EXISTING GROUND AT PIPE CE PROPOSED GROUND AT PIPE � STRUCTURE 88 ON SHEET 99 -_ IE IN 32.50 (12"N) 103 LF 12" SD _r EXISTING GROUND AT ROAD ylE OUT 29.10 (18"E) S=3.25% 40 ----- 40 40 35 � ° 35 35 PROFILE CONTINUES ON SHEET 94 Q 239 LF 18" SO S=0.61% 30 30 30 O O 43 LF 12" SD S=5.48% 25 CB TYPE 1L 88 25 25 STA 34+19.81, 39.58' RT RIM 40.30 IE IN 36.34 (6"E)-FILTERRA 20 IE OUT 35.84 (12"S) CONNECTION 20 20 of 15 of 15 15 wl SAME STRUCTURE 10 10 10 31+00 32+00 33+00 34+00 34+50 C13 85 TO C13 84 PROFILE EAST SIDE PROFILE SEE PLAN SHEET 85 SEE PLAN SHEET 85 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. SEE SHEETS 100 - 103 FOR ADDITIONAL STORM DRAIN PROFILES D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 70 65 60 55 CB TYPE 1 9 STA 35+53.35, 56.19' LT 50 RIM 44.04 IE IN 41.30 (12"W) CONNECT NEW PIPE TO IE IN T 41. 0 (12- ) EXISTING STRUCTURE IE OUT 41.30 (12"S 45 40 ~ LJ PROFILE CONTINUES ON SHEET 95 35 30 35+50 36+00 70 65 60 55 50 45 40 35 30 35+50 36+00 CB TYPE 1 STA 37+84.90, 45.5- RIM 49.32 IE OUT 46.59 (12"N) 37+00 WEST SIDE PROFILE SEE PLAN SHEET 86 HOR: 1"=20' VER: 1"=5' CB TYPE 1 CB TYPE 1 17 STA 37+12.95, 15.4E STA 36+21.41, 15.58' RT RIM 47.02 RIM 45.22 IE IN 43.77 (12"N) IE IN 41.40 (12"N) IE OUT 43.77 (12"S) IE OUT 41.40 (12"E) 70 65 60 PROPOSED GROUND AT ROAD q EXISTING GROUND AT ROAD 55 PROFILE CONTINUES wl ON SHEET 97 ------- - --- 50 113 LF 12 SD -DI S=1.209" 45 40 CB TYPE 2-48" 180 STA W N 38+97.29. 45.81' LT 35 RIM 52.21 IE IN 45.23 (12"S) IE OUT 45.23 (12-NE) 30 38+00 39+00 37+00 38+00 EAST SIDE PROFILE SEE PLAN SHEET 86 HOR: 1"=20' VER: 1"=5' 70 65 60 PROPOSED GROUND AT ROAD 55 PROPOSED GROUND AT EXISTING GROUND AT ROAD 50 45 CB TYPE 1 STA 38+57.60, 4.15' LT 174 40 RIM 50.25 IE OUT 46.90 (12"S) 35 GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOUD METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 70 65 60 CB TYPE 2-48" CONNECT " STA 36+15.83, 107.TO RT EXISTING PIPE RIM 43.63 TO NEW IE IN 38.25 (12"W) STRUCTURE -IE OUT 38.25 (12"E) 55 50 PROPOSED GROUND AT PIPE EXISTING GROUND 45 _-- AT PIPE q ---- -�---------- _ 40 O a 68 LF 12" SD 5=2.24% CB TYPE 1 35 STA 36+19.82, 39.25' RT 90 RIM 44.72 24 LF 12" 30 30 S=6.1 39+00 IE IN 39.78 (12"W�FILTERRA IE IN 40.28 (6"N) CONNECTION IE OUT 39.78 (12"E) CB 172 TO CB 170 PROFILE SEE PLAN SHEET 86 HOR: 1"=20' VER: 1"=5' 70 65 SEE SHEETS 100 - 103 FOR ADDITIONAL STORM DRAIN PROFILES 60 55 50 45 40 35 30 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 70 EXIST CB TYPE 2-48" STA 39+12.32, 30.36' LT 0 CONNECT EXIST PIPE CB TYPE 2-48" 0 RIM 51.29 TO NEW STRUCTURE STA 40+68.75, 63.66' LT 65 IE IN 38.50 (18"NW) RIM 54.25 IE IN 50.90 (12"N) IE IN 45.57 (6"E) CONNECT NEW PIPE TO EXISTING STRUCTURE IE OUT 50.90 (12"W) IE IN 45.90 (12"N) IE IN 45.00 (12"SW) IE OUT 38.50 (18"SE) EXIST CB TYPE 1 04 60 STA 39+51.85, 29.58' LT RIM 52.61 IE IN 46.20 (12"N) IE IN 50.00 (8"S) CONNECT NEW 55 IE OUT 46.30 (12"S) PIPE TO EXIST IE IN 50.51 (8"W)-� STRUCTURE - - - - - - - - - - - gg 50 I I 11 EXIST 12" SO I EXIST 12" SD _ q r- - - - - r 23 LF 12" SD S=0.9 45 I o I----------1 1-- I 40 I I I lol I I I I I I I LJ 35 22 LF 12" SD S=1.06% PROFILE CONTINUES 30 ON SHEET 96 39+00 40+00 70 65 60 55 50 45 40 35 30 38+00 CB TYPE 2-48" /� STA 38+49.21, 32.24' RT "i RIM 49.36 IE IN 46.76 (12"N) IE OUT 46.76 (12"E) - PROFILE CONTINUES SHEET 102 RIM 55.11 IE IN 51.43 (8"N) IE OUT 51.13 (12"S) qCB TYPE 1WTH PIPE OFFSET 0 STA 41+02.35, 64.31' LT 3 RIM 55.42 =I IE OUT 51.65 (8"S) EXISTING GROUND AT ROAD CL II PROPOSED GROUND AT ROAD j 41+00 WEST SIDE PROFILE SEE PLAN SHEET 87 HOR: 1"=20' VER: 1"=5' LF 8" SD S=1.78% EXISTING GROUND AT ROAD � - PROPOSED GROUND AT ROAD 39+00 40+00 EAST SIDE PROFILE SEE PLAN SHEET 87 HOR: 1"=20' VER: 1"=5' 70 65 60 55 50 45 40 30 42+00 CB TYPE 2-48" STA 40+61.78, 29.24' RT 19 RIM 53.63 IE IN 48.89 (12"N) IE IN 49.39 (6"E)-FILTERRA IE OUT 48.89 (12"S) CONNECTION 70 CB TYPE 1 65 STA 39+51.55, 45.92' LT 18 RIM 52.75 IE OUT 50.60 (8"E) PROPOSED GROUND 60 AT PIPE 16 LF 8" SD -DI S=0.55% 55 EXISTING _ GROUND AT PIPE p 11 50 11D11 45 40 35 30 CB 182 TO CB 304 PROFILE SEE PLAN SHEET 87 HOR: 1"=20' VER: 1"=5' 70 65 60 55 50 45 /0 CB TYPE 1 STA 41+72.60, 27.81' RT RIM 55.68 IE IN 51.58 (6"E) FILTERRA 40 IE OUT 51.08 (12"S) CONNECTION 35 30 41+00 42+00 70 65 60 55 50 45 40 30 GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. SEE SHEETS 100 - 103 FOR ADDITIONAL STORM DRAIN PROFILES D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 50 CB TYPE 2-60" STA 201+03.12, 58.42' LT 221 RIM 30.93 IE IN 26.10 (12"SW) 45 IE IN 17.80 (48"NE) 45 PROPOSED GROUND AT PIPE E IN 21.60 (12"SE) CONNECT EXISTING PIPE IE OUT 17.80 (36"NW TO NEW STRUCTURE EXIST GROUND AT PIPE 40 40 CB TYPE 2-48" W48 STA 200+79.67, 32.43' LT 35 RIM 30.82 35 IE OUT 26.40 (12"NE) i 30 - 30 25 25 35 LF 12�ST 20 S=0.86% 20 15 1 15 10 10 S 3RD ST CB 480 TO CB 434 PROFILE SEE PLAN SHEET 80 HOR: 1 "=20' VER: 1 "=5' 50 50 50 50 PROPOSED GROUND AT PIPE PROPOSED GROUND AT PIPE EXIST GROUND AT PIPE q 45 EXIST GROUND AT PIPE Ct 45 45 45 CB TYPE 2-48" 44 STA 12+74.58, 207.38' RT 4 CB TYPE 1 CB TYPE 2-48° 47 STA 12+40.13, 341.02' RT STA 12+25.11, 334.40' RT RIM 31.19 RIM 30.93 RIM 31.28 IE IN 27.30 (12"N) IE OUT 27.27 (12"S) IE IN 26.34 (12"N) 40 IE IN 23.07 (12"E) -� 40 40 t IN 2s.83 (t'L t) 40 CB TYPE 1 24 STA 202+14.85, 33.08' LT E OUT 23.07 (12"W) -- CONNECT EXISTING IE OUT 23.83 (12'W) - CONNECT EXISTING PIPE RIM 30.72 PIPE TO NEW STRUCTURE TO NEW STRUCTURE IE OUT 27.50 (12"S) 35 35 35 35 30 30 30 30 25 25 25 25 18 LF 12" SD -/ 5=1.08% 20 20 20 20 16 LF 12" SDJ S=5.67% 15 15 15 15 10 10 10 10 S 3RD ST S 3RD ST CB 224 TO CB 442 PROFILE CB 445 TO CB 479 PROFILE SEE PLAN SHEET 88 SEE PLAN SHEET 88 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' 1 - GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. En bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 50 50 50 PROFILE CONTINUES CB TYPE 2-72" 84 STA 33+17.81, 23.54' RT EXIST CB TYPE 2-48" 16 STA 601+77.78, 60.46' LT CB TYPE 1 81 STA 601+64.04, 41.62' RT SHEET 95 RIM 38.66 83 CB TYPE 2-48" RIM 35.66 RIM 35.36 45 E IN 32.50 (12"N) STA 601+61.45, 51.37' LT IE IN 25.84 (18"S 45 45 IE OUT 33.11 (12"N) 45 IE IN 29.10 (18"S) E IN 32.50 (12"N) �I FILTERRA RIM 35.39 CONNECTION- IE IN 26.21 (18"W) IE IN 25.20 (17'E)� IE OUT 24.90 (18"NW) CONNECT NEW PIPE TO IE OUT 29.10 (18"E) IR IE IN 31.25 (6"N) IE OUT 24.90 (12"N) EXISTING STRUCTURE an IE IN 30.75 (12"S) 40 N wlw I IE OUT 26.21 (18"NE) 40 40 PROPOSED GROUND AT PIPE 40 ------ ------- ___+J�_--{ EXISTING GROUND AT ROAD PROPOSED GROUND EXISTING GROUND AT PIPE -- AT ROAD-- 35 35 35 - - - - 35 SD -DI 5=2.547 O I I 93 LF 12" 30 O 144 IF 18" SD 5=2.00% 9 I I I I I 30 30 o 30 25 I I I �i 25 25 O 25 -19 LF 18" SO S=2.00% 20 20 20 20 15 15 15 15 10 10 10 10 600+00 601+00 602+00 602+50 AIRPORT WAY AIRPORT WAY NORTH SAME CB 83 TO CB 81 PROFILE CB 84 TO CB 162 PROFILE STRUCTURE SEE PLAN SHEET 88 SEE PLAN SHEET 88 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' CB 81 TO CB 83 PROFILE GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 50 55 55 55 159 EXIST CB TYPE 1 CB TYPE 1 STA 17+33.07, 53.73' LT STA 17+25.62, 70.43' LT 1 45 RIM 331.9 IE IN 31.90 (6"W) 45 50 RIM 35.87 CB TYPE 1 50 50 211 IE IN 31.90 (8"N) IE OUT 33.60 8"N ( ) STA 17+63.75, 42.64' LT IE IN 31.90 (81,W) CONNECT NEW PIPE TO EXISTING GROUND AT PIPE RIM 37.18 IE IN 33.10 (8"W) IE OUT 31.90 (8"E) EXISTING STRUCTURE CB TYPE 1 IE OUT 32.90 (12"S) 40 EXISTING PROPOSED 40 45 STA 17+60.65, 75.84' LT 1 45 GROUND AT PIPE CL GROUND AT PIPE RIM 36.41 IE IN 33.40 (8"S) PROPOSED GROUND - IE OUT 33.40 (8"E) EXISTING GROUND 35 _ ---- � 35 40 40 40 1 CB TYPE 1 STA 17+60.65, 75.84' LT J0 RIM 36.41 IE IN 33.40 (8"S) 30 a 30 35 -- -r---- 35 35 IE OUT 33.40 (8"E) ---- ----- 33 LF 8" SD -DI 12 LF 8" SD G G S=0.50% 3 S=0.90% 25 25 30 ip 30 30 20 CB TYPE 1 35 LF 8" SD -DI STA 17+33.26, 41.79' LT S=0.56% 20 RIM 36.36 20 25 25 25 IE IN 31.84 (8"W)- PROFILE IE IN 31.54 (12"N) CONTINUES IE OUT 31.54 (12"S) SHEET 91 15 15 20 3 20 20 10 10 15 �wl 15 15 CB 159 TO CB 20 PROFILE CB 203 TO CB 202 PROFILE CB 202 TO CB 201 PROFILE SEE PLAN SHEET 81 SEE PLAN SHEET 81 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' 55 43 CB TYPE 1 55 TYPE 1 55 STA 19+55.30, 109.64' RT SBTA 8+54.92, 54.58' LT 44 CB TYPE 2-48" 37.73 RIM 40.00 CB TYPE 1LWITH PIPE OFFSET 44 SRIM E OUT 33.31 (12"S) TA 19+10.11, 104.27' RT IE OUT 36.70 (12'N) STA 19+03.77, 54.75' LT PROFILE RIM 38.33 50 RIM 50 50 CONTINUESHEET �'IE IN41.60 36.40 (12"S) 92S IN 33.07 (12"N) IE IN 38.40 (12"N) CB TYPE 1 IE OUT 33.07 (18"S) PROPOSED GROUND IE OUT 36.40 (12"E) STA 19+48.65, 47.14, LT 441RIM 42.29 45 PROPOSED GROUND AT PIPE 45 EXISTING GROUND IE OUT 38.63 (12"S) 45 EXISTING GROUND AT PIPE 36 CB TYPE 2-48" STA 19+02.26, 102.10' RT 3 40 - - - - 40 40 RIM 38.97 IE IN 33.03 (18"N) --- - __ 45 LF 12" SD IE OUT 33.03 (18"E) --- 5=0.51% 35 35 35 O 30 30 30 25 25 25 TSD 8 LF 18" SD S=0.50% 49 LF 12" SO 20 20 S=0.61% 20 46 LF S=0.52% 15 15 15 S 2ND STREET CB 440 TO CB 441 PROFILE CB 438 TO CB 36 PROFILE SEE PLAN SHEET 82 "=20' "=5' SHEET 82 HOR: 1 VER: 1 HOR: 1"=20' VER: 1"=5' 55 50 45 40 35 30 25 20 15 55 55 55 CB TYPE 2-48" 9 50 50 STA 18+98.46, 29.80' LT 50 PROPOSED GROUND AT PIPE RIM 40.57 EXISTING GROUND AT PIPE IE IN 36.23 (12"W) CONNECT EXISTING IE IN 36.20 (6"W)� PIPE TO NEW IE IN 36.20 (6"N) STRUCTURE 45 45 IE OUT 35.80 (12"E) 45 `� PROFILE CONTINUES SHEET 92 40 40 0 40 0 8 35 35 35 30 30 30 26 LF 12" SO 25 25 S=0.65% 25 CB TYPE 1LWITH PIPE OFFSET 44 20 20 STA 19+03.77, 54.75' LT 20 RIM 41.60 IE IN 36.40 (12"S) IE IN 38.40 (12"N) 15 15 IE OUT 36.40 (12"E) 15 CB 44 TO CB 294 PROFILE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZA11ON & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN j 266 RIGHT OF WAY PLAN 1 279 SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' CB TYPE 2-48" 41 FILTERRA CB TYPE 1 50 STA 20+39.17, 30.93' LT EXISTING CONNECTION STA 20+24.60, 41.57' PROFILE RIM 43.97 CONTINUES IE IN 39.83 (12"N) GROUND AT PIPE RIM 42.80 CIE IN 39.20 (6"E) SHEET 92 IE IN 35.92 (12"S) PROPOSED GROUND IE OUT 38.71 (12"W) IE IN 35.92 (12"W) AT PIPE 45 E OUT 35.92 (18"SE) 45 40 40 � � o 35 Q 35 30 3 30 RIM 43.11 IE OUT 36.12 (12"E) 20 15 10 25 34 LF 18" SD 41 LF 12" SO S=0.50% S=0.50% 20 CB TYPE 2-48" 139 STA 20+26.98, 0.93' RT 32 LF 12" SD S=0.51% RIM 43.26 IE IN 38.51 (12"N) IE IN 38.51 (12"E) PROFILE CONTINUES 15 IE IN 35.75 (18"NW) SHEET 92 IE OUT 35.08 (18"S 10 CB 43 TO 33 PROFILE SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 60 60 60 60 60 CB TYPE 1 31 STA 22+07.86, 1.58' RT CB TYPE 1 3 EXIST CB TYPE 1 RIM 45.86 40 STA 21+34.13, 31.50' LT STA 22+98.63, 51.25' LT RIM 45 66 CONNECT 55 IE IN 41.36 (12"E�— PROFILE IE OUT 41.36 (12"S) CONTINUES 55 55 RIM 45.55 IE IN 41.30 (12"W 55 55 IE IN 43.00 (8"W) NEW PIPE 55 SHEET 92 IE IN 41.30 (12"N) PROFILE IE OUT 43.00 (8"S) TO EXIST STRUCTURE PROPOSED GROUND IE OUT 41.30 (12"S) CONTINUES AT PIPE CL SHEET 92 50 50 50 14 LF 12" SD 50 50 EXISTING I 50 EXISTING GROUND S=1.04% EXIST 12" SD GROUND AT PIPE AT PIPE PROPOSED GROUND AT — -- -- PIPE 45 45 45 45 45 r 45 -- QI I 0 0 I 40 40 40 40 40 LJ 40 23 LF 12" SO S=4.36% 35 w 3 35 35i 35 35 35 w 14 LF 8" SID 30 30 30 30 30 S=0.56% 30 30 CB TYPE 1 STA 22+07.94, 25.57' RT CB TYPE 1 RIM 45.62 STA 22+95.23, 65.07' LT 46 IE OUT 42.37 (12"W) RIM 45.75 25 25 25 25 25 IE OUT 43.08 (8"E) 25 20 45.9 20 20 44.E 20 20 20 CB 31 TO CB 30 PROFILE EXIST WQ STRUCTURE CB 46 TO CB 338 PROFILE SEE PLAN SHEET 82 TO C B 40 PROFILE SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' SEE PLAN SHEET 82 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' 60 60 60 3 EXIST CB TYPE 1 CB TYPE 2-48" 144 STA 25+98.48, 28.84' LT STA 22+98.63, 51.25' LT RIM 45 66 CONNECT RIM 43.77 55 IE IN 43.00 (8"W) NEW PIPE 55 55 PROPOSED GROUND AT PIPE IE IN 39.80 (12"S) 55 55 E OUT 43.00 (8"S) TO EXISTING GROUND AT PIPE CL IE IN 39.80 1(18"N) STRUCITURE IE OUT 3930ST PROFILE CB TYPE 1L CONTINUES 50 EXISTING �I 50 50 14 STA 25+99.56, 51.33' LT SHEET 93 50 50 GROUND AT o RIM 44.97 PIPE IE IN 39.99 (12"N) EXISTING GROUND AT PIPE EL PROPOSED GROUND AT IE OUT 39.99 (12"E) PIPE 45 t 45 45 ------------ — 45 45 40 J 40 40 o40 40 FL14 35 35 35 w� 35 35 LF 8" SD —DI m 30 s=o.56% 30 30 30 30 CB TYPE 1 46 STA 22+95.23, 65.07' LT 3 M 45-75 25 IE OUT 43.08 (8"E) 25 25 23 LF 12" SD —DI 25 25 S=0.84% SAME STRUCTURE 20 20 20 20 20 CB 46 TO CB 338 PROFILE CB 145 TO CB 144 PROFILE SEE PLAN SHEET 83 SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' 60 CB TYPE 1 STA 26+34.60, 52.26' RIM 44.32 IE OUT 40.16 (12"S)55 50 45 35 LF 12" SD —DI 40 S=0.50% 0 35 30 25 SEE PLAN SHEET 83 HOR: 1"=20' VER: 1"=5' 20 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 1 279 D... Sig, Envelope ID: 96C79925.DBB6-4ESD.BD89-53135986DC16 PROFILE CONTINUES 45 SHEET 94 PROPOSED GROUND AT PIPE CL 40 EXISTING GROUND AT PIPE OL 35 30 25 20 15 10 CB TYPE 2-48" STA 28+53.35, 34.49' LT 139 RIM 37.49 45 45 PROPOSED GROUND AT PIPE CB TYPE 2-48" 13 45 45 45 IE IN 34.01 (8"W)- CONNECT EXISTING EXISTING GROUND AT PIPE STA 29+59.22, 38.97' LT EXIST CB TYPE 1 0 IE IN 28.48 (18"S) PIPE TO NEW 19 LF 6" SD RIM 36.02 STA 30+21.13, 87.36' LT IE OUT 28.48 (18"N) STRUCTURE S=2.61% IE IN 32.78 (12-SW) RIM 36.10 TI IE IN 27.65 (18"S IN 33.90 (8"W) CONNECT NEW PIPE 40 40 IE OUT 27.15 (24"N)- ___ 40 40 IE OUT 33.90 (8"E)- TO EXISTING 40 EXIST 6' SO _ PROFILE EXISTING GROUND STRUCTURE CONTINUES SHEET 94 PROPOSED AT GROUND PIPE 35 35 jII \-- 35 35 _ -1 - 46 35 LF 8" SO S- '2.10 II LJ I I EXIST 8" SD u 30 30 30 30 ° 30 4 EXIST CB TYPE 1 O STA 29+52.77, 80.55' LT RIM 38.00 25 25 IE IN 34.40 (4"N) 25 25 25 IE OUT 34.32 (8"S) IE OUT 34.40 (6"E)--- CONNECT NEW PIPE TO -18 LF 12" SD -DI 5=2.60% ICB 20 20 EXISTING 20 20 TYPE 2-48" 134 20 STRUCTURE STA 30+21.49, 41.63' LT CB TYPE 1 138 STA 29+52.55, 55.79' LT FILTERRA RIM 35.61 IE IN 26.84 (24"S CONNECTION-IE IN 30.60 (6"NW� 15 15 RIM 35.85 IE IN 33.76 (6"W) 15 15 IE IN 32.94 (8"W) 15 IE OUT 33.26 (12"NE) CONTILE IE OUT 26.84 (24"Nr/ CONTINUES SHEET 94 10 10 10 10 10 CB 140 TO CB 139 PROFILE SEE PLAN SHEET 84 HOR: 1"=20' VER: 1"=5' CB 340 TO CB 137 PROFILE SEE PLAN SHEET 84 HOR: 1"=20' VER: 1"=5' CB 306 TO CB 134 PROFILE SEE HOR: 1"=20' VER: 1"=5' 110 �o m� L-90 STA 30+78.93, 30.85' RT CB TYPE 2-48" 13 51' LT STA 31+65.43, 75. 130 CB TYPE 2-48" 45 RIM 36.09 IE IN 31.05 (12"W) 45 RIM 3 45 STA 31+96.17, 74.04' LT 45 45 29.2 IE IN 29.27 (12"SW) CONNECT EXISTING 45 RIM 35.89 PROFILE E IN 31.55 (6"E) IE OUT 29.27 (12-NE) PIPE TO NEW PROFILE IE IN 32.91 (12-SW) CONTINUES -IE IN 31.05 (12"S) PROPOSED GROUND STRUCTURE CONTINUES _ _-IE IN 25.85 (24"SE) SHEET 94 IE OUT 30.55 (18"N) EXISTING GROUND SHEET 95 = __ -IE OUT 25.85 (24"N) 40 EXISTING GROUND AT PIPE 40 40 40 40 40 PROPOSED GROUND AT PIPE EXISTING GROUND 35 35 _ 35 PROPOSED GROUND 35 F 12" F;S'4.9671 35 EXIST 12" SD _ 35 43 LF 12" SD -DI SO S=0.65% n 30 30 30 30 30 30 25 25 25 29 LF 12" SO S=0.51% 0 25 25 - O 25 20 - 20 20 20 20 CB TYPE 1 131 STA 31+80.92, 114.63' LT 20 CB TYPE 1 w STA 30+72.72, 7.59' LT 111 CB TYPE 2-54" 13 RIM 35.44 IE OUT 33.19 (12"NE) 15 RIM 36.24 15 15 STA 31+79.85, 50.08' LT RIM 36.05 15 15 15 IE OUT 32.98 (12"E) IE IN 29.12 (12"SW)f____ IE IN 26.00 (24"S) PROFILE IE OUT 26.00 (24"NW) CONTINUES 10 10 SHEET 95 10 10 10 10 CB Ill TO CB 110 PROFILE C CB 133 TO CB 132 PROFILE CB 131 TO CB 130 PROFILE SEE PLAN SHEET 84 HOR: 1"=20' VER: 1"=5' SEE PLAN SHEET 85 SEE PLAN SHEET 85 HOR: 1"=20' VER: 1"=5' HOR: 1"=20' VER: 1"=5' GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. D... Si9" Envelope ID: 96C79925.DBB6-4ESD.BD89-53135966DC16 50 50 EXIST CB TYPE 1 STA 32+88.32, 96.59' LT 47 RIM 36.15 45 IE IN 31.30 (12"SW) 45 IE OUT 31.00 (12-NE) -CONNECT NEW PIPE PROPOSED GROUND TO EXIST STRUCTURE 40 AT PIPE 40 EXISTING GROUND AT PIPE 35 "- - i� II 35 IQI 30 O 30 u 17 LF 12" SD S=0.60% 25 25 100 Cl TYPE 2-48" STA 32+93.86, 80.83' LT 20 RIM 36.01 20 IE IN 30.90 (18"NW)--- ----- IE IN 30.90 (12-SW) PROFILE CONTINUES IE OUT 30.90 (18"SE) SHEET 95 15 15 10 10 CB 470 TO CB 100 PROFILE SEE PLAN SHEET 85 HOR: 1"=20' VER: 1"=5' 70 70 70 65 65 65 EXIST CB TYPE 2-48" STA 37+92.72, 59.22' RT 199 RIM 49.25 60 21 LF 12" SO IE IN 34.39 (18"NW) 60 60 S=1.00% IE IN 44.45 (12"W)- _CONNECT NEW E OUT 34.39 (18'"E) PROPOSED GROUND AT PIPE PIPE TO EXISTING STRUCTURE 55 55 55 EXISTING GROUND AT PIPE 50 ; 50 50 45 _ I I I I 45 45 40� I I I 40 40 190 CB TYPE 2-48" I STA 37+91.23, 37.83' RT 35 RIM 48.11 IE IN 44.66 (12"N) 35 OI 35 IE OUT 44.66 (12"E) SAME STRUCTURE 30 30 30 SEE PLAN SHEET 86 HOR: 1"=20' VER: 1"=5' 50 50 PROPOSED GROUND AT PIPE CB TYPE 1 STA 33+82.16, 41.36' LT 104 EXISTING GROUND AT PIPE RIM 38.98 45 IE OUT 34.63 (12"W) 45 40 -- 40 35 35 c O LF 12SD30 �23" 30 S=8.28% 10 CB TYPE 1 STA 33+82.62, 14.22' LT RIM 40.93 25 IE IN 37.85 (6"N) 25 CONNECT EXISTING IE OUT 37.69 (8"E) PIPE TO NEW STRUCTURE 20 20 CB TYPE 2-54" STA 33+82.19, 64.78' LT 10 RIM 40.49 15 IE IN 32.75 (12"E) 15 IE IN 37.57 (12"N) FILTERRA IE IN 37.57 (8"W) PROFILE CONNECTION IE IN 34.76 (6"E) CONTINUES IE OUT 32.75 (12"S) SHEET 95 10 10 CB 103 TO CB 104 PROFILE SEE PLAN SHEET 85 HOR: 1"=20' VER: 1"=5' 70 70 CB TYPE 2-48" 70 STA 38+49.21, 32.24' RT 191 RIM 49.36 IE IN 46.76 (12"N) PROFILE CONTINUES 65 65 IE OUT 46.76 (12"E) SHEET 97 65 PROPOSED GROUND AT PIPE 4' X 4' FTPD-D 60 60 60 STA 38+48.78, 41.57' RT 62 IE IN 46.73 (12"W) EXISTING GROUND AT PIPE EXISTING GROUND AT PIPE IE OUT 45.43 (12'S) PROPOSED GROUND AT PIPE OL 55 55 55 50 50 50 ----- 57 LF 12" SD --_---_ 45 45 45 5=1.34% 40 40 J 40 6 LF 12" SO S=0.47% 35 35 35 SAME STRUCTURE 30 30 30 C13 190 TO STRUCTURE 62 PROFILE SEE PLAN SHEET 86 HOR: 1"=20' VER: 1"=5' CB 191 TO STRUCTURE 62 PROFILE SEE PLAN SHEET 86 HOR: 1"=20' VER: 1"=5' GENERAL DRAINAGE PROFILE NOTES 1. SEE CITY OF RENTON STD PLAN 267.00 AND 267.10 FOR SURFACE WATER STANDARD PLAN NOTES. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" OR LARGER DIAM. PIPE. SOLID WALL PVC STORM SEWER FOR 8" OR SMALLER DIAM. PIPE. 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: A. TYPE 1 - RENTON STD. PLAN 200.00 B. TYPE 1L - RENTON STD. PLAN 200.10 C. CONCRETE INLET - RENTON STD. PLAN 200.30 D. TYPE 2 - RENTON STD. PLAN 201.00 6. CATCH BASINS SHALL BE VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: A. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00 B. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10 C. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30 D. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50 E. BEEHIVE GRATE - RENTON STD PLAN 262.40 (BIORETENTION OVERFLOW OUTLET STRUCTURE) AND DETAIL ON SHEET 104. 7. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 8. TYPE 1L CATCH BASINS WITH ROUND FRAME AND COVERS SHALL BE INSTALLED WITH A CONVERSION RISER PER RENTON STD PLAN 200.40 9. TYPICAL TRENCH AND BACKFILL FOR STROM DRAIN PIPE INSTALLATION SHALL BE PER RENTON STD PLAN 220.20 UNLESS OTHERWISE NOTED IN THE PROJECT PLANS AND SPECIFICATIONS. D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 WIDTH VARIES, SEE MEDIAN LAYOUT SHEETS 182-184 20" x 24" SEE DETAIL, THIS SHEET BOTTOM WIDTH 10" x 12" FOR 18" WIDE 3' (TYP) VARIES 2'-2" TO 5' 3' (TYP) BIORETENTION CURB INLET SEE LANDSCAPE PLANS FOR OVERFLOW STRUCTURE _ MULCH & PLANTINGS WITH BEEHIVE GRATE NOTE 12" (TYP) PER DETAIL THIS SHEET ? INSRATE ONTRECTANGULAR ALL BEEHIVE GFRAME m RIM ELEV 6" ABOVE (REVERSIBLE) WITH FLANGE ?S•� __ = BOTTOM ELEV OF SIDE UP Ljr1„ BIORETENTION CELL F Z _ SECTION VIEW PLAN VIEW 0 m BEEHIVE GRATE DETAIL FOR BIORETENTION PLANTER NTS INSTALL BEEHIVE GRATE ON OVERFLOW STRUCTURE PER CITY OF RENTON STANDARD PLAN NO. 262.40 COMPACTED SUBGRADE BIORETENTION CELL 0 STA 14+22 TO STA 15+16 NTS INSTALL BIORETENTION PER CITY OF RENTON STANDARD PLAN NO. 262.00 UNLESS OTHERWISE SHOWN ON DETAIL 1" DEPTH FROM EDGE OF MEDIAN CURB (TYP) PAVEMENT TO PLANTER SIDE 12„ ` STREAMBED COBBLES PER R VARIES (SEE MEDIAN LAYOUT SHEETS 182-184) / PLANC262 30ANDARD 2 MULCH SEE DETAIL, THIS 3' (TYP) WIDTH VARIES 2' TO 4.9' 3' (TYP)— SHEET 4" CSBC V� jA� jA� jA�jj FOR 18" WIDE BIORETENTION CURB 4" X 18" WIDE INLET SEE LANDSCAPE CONCRETE PAD PLANS FOR MULCH & PLANTINGS OVERFLOW STRUCTURE 18"�� 12" (TYP) SEE DETAIL THIS SHEET BIORETENTION CURB INLET COMPACTED SUBGRADE _ _ ?S•A _ = NTS INSTALL BIORETENTION CURB CUT INLET PER CITY OF RENTON STANDARD PLAN NO. 262.30 UNLESS OTHERWISE SHOWN ON DETAIL 18" BIORETENTION MEDIA COMPACTED SUBGRADE —8" SLOTTED DRAIN PIPE WITH FILTER FABRIC COVER GRAVEL BACKFILL FOR DRAINS (MATCH WIDTH WITH CELL BOTTOM) BIORETENTION CELL wl UNDERDRAIN STA 23+84 TO STA 25+35 NTS MATCH BOTTOM CELL GRADE SUBi KEYED BERM. FOR PLl11iLMLIY I OF COBBLES. SEE LANDSCAPE PLANS FOR SOIL & PLANTINGS ON BERM BOTTOM CELL WIDTH VARIES COARSE COMPOST a STREAMBED COBBLES 0 0 0 0 1 =l I I I I N=1 11 I I=1 I I 1 11= =1 I I=1 I I=1 1I IETENTION MEDIA a v PLAN VIEW NTS NTS BIORETENTION BERM DETAIL NTS D... Sig. E-bpe ID: 96C79925-D8 4HD-BD89F lS5986DC16 2:1 MAX SLOPE 12" DEPTH QUARRY SPACES FOR CHANNEL PROTECTION, MATCH WIDTH OF EXISTING SWALE. FLOW NEW 8" DIAM SD PIPE i O/ i CONSTRUCTION GEOTEXTILE EXISTING CHANNEL FOR SEPARATION 3' COMPACTED SUBGRADE OUTFALL PROTECTION DETAIL NTS BIORETENTION STA. 14+19 TO STA. 15+16 PLAN VIEW NTS POINT TABLE FOR BIORETENTION BOTTOM AREA 14+19 TO 15+16 POINT STATION, OFFSET ELEV DESC 1 14+24.06, 2.00' 30.39 PC R=573.21 2 14+42.90, 2.12' 30.52 PC R=577.01 3 14+83.94, 2.81' 30.69 PC R=577.01 4 15+25.03', 4.35' 30.85 PC R=05 5 15.24.96, 6.27' 30.85 PT 6 14+19.41, 6.97' 30.74 PC R=788.22 7 14+69.96, 7.04' 30.51 PC R=788.22 8 14+57.96, 7.04' 30.53 PC R=95.45 9 14+40.56, 6.78' 30.46 PT 10 14+24.09, 4.82' 30.39 PC R=0.97 Lu 0.5' z N CEMENT d o n CONCRETE I_ • . d ° PER TYPICAL o c a a s d a SECTIONS 4 . (3) #4, 12" EPDXIED o DOWELS 0 4" OC 4" CRUSHED SURFACING CONTROL POINT BASE COURSE PER TYPICAL SECTIONS NOTES: *SEE PLAN AND PROFILE, THIS SHEET 1. USE kz" WIDE FELT EXPANSION MATERIAL AT EACH END OF VALLEY GUTTER AND A MAXIMUM OF 60" OC. 2. USE (3) #4, 12" EPDXIED DOWELS ® 4" OC AT EACH EXPANSION JOINTS AND AT EACH END OF POURS. 3. BROOM FINISH. VALLEY GUTTER DETAIL NTS BIORETENTION STA. 23+84 TO STA. 25+35 PLAN VIEW POINT TABLE FOR BIORETENTION BOTTOM AREA 23+84 TO 25+35 POINT STATION, OFFSET ELEV DESC 11 23+81.69, -1.57' 44.68 PT 12 23+98.89, -3.48' 44.64 PC R=194.98 13 24+23.77, -4.69' 4-4.54 PT 14 24+62.50, -4.71' 44.11 PT 15 25+32.82, -4.74' 43.34 PC R=1.95 16 25+32.87, 0.12' 43.34 PT 17 24+63.90, -0.02 44.11 PT 18 23+81.72, 0.17' 44.68 PC R=0.52 SQUARE CURB INLET MEDIA VAULT MAX. MAX. UNDER- DESIGNATION AVAIL- BAV SIZE OUTLET/BY BYPASS FLOW DRAIN PIPE DIA. TREE GRATE ABILITY SIZE (L x W) PASS QTY. & SIZE PIPE DIA. (CFS) (PERF) FOW404 ALL 4 x 4 f-W r SOR 33 1.42 i$ (1) ? x ? FMCM R/A 0 X 4 s X 4 r WR 35 IN 4$ (1) 3' III 3 NTS ,�Vllflllli� *, VAULT LENGTH � 3 r IO j � w H U J > I � I �3 L IE PLAN VIEW NTS STRUCTURE 56 AND 57 - FILTERRA INTERNAL BYPASS CURB (FTIBC) CONFIGURATION DETAIL SEE SHEET 106 FOR ADDITIONAL FILTERRA DETAILS 6" RISER 12" RISER SECTION A -A NTS D... Sig. E-bpe ID: 96C79925-D880-4HD-BD89F lS5986DC16 TRANSFER OPENING CURB AND GUTTER, TYP. 4" x 15" ON 4' WIDE VAULTS VAULT LENGTH (NOT BY CONTECH) :INLET PIPE, NOT BY CONTECH \� SEE CURB INLET DETAIL (LOCATION VARIES)-`� WQ UNIT STRUCTURE POINT TABLE NUMBER STATION OFFSET ELEV DESCRIPTION 50 14+36.78 50.63' RT 31.70 4' X 4' FILTERRA 51 15+75.81 47.91' RT 32.48 4' X 4' FILTERRA 52 17+69.16 47.47' RT 36.56 4' X 4' FILTERRA 53 20+33.62 44.76' RT 43.52 4' X 4' FILTERRA 54 24+76.09 30.89' RT 45.89 4' X 4' FILTERRA 55 27+99.83 36.54' LT 39.09 4' X 4' FILTERRA 56 30+79.75 53.04' RT 36.42 4' X 6' FTIBC 57 30+69.76 48,81' LT 36.01 4' X 4' FTIBC 58 33+13.43 160.78' RT 36.06 4' X 4' FILTERRA 59 33+90.85 44.20' LT 39.75 4' X 4' FILTERRA 60 34+31.73 43.51' RT 41.12 4' X 4' FILTERRA 61 36+28.17 43.49' RT 45.39 4' X 4' FILTERRA 62 38+48.78 41.57' RT 46.95 4' X 4' FTPD-D 63 40+72.64 33.55' RT 54.36 4' X 4' FILTERRA 64 41+81.07 31.62' RT 56.32 4' X 4' FILTERRA 18.5" th io a a L-- ------ ° a a 24.5" DEPRESSED GUTTER DIMENSIONS NTS IT--------J A (1 UNDERDRAIN A ACINLET CESS I - = 7"0 CLEANOUT ENERGY DISSIPATION CURB INLET OPEI *INLET PIPE NOT BY CONTECH (LOCATION VARIES)- 12" PLANT PROVIDED BY CONTECH TREE FRAME AND GRATE CAST INTO TOP SLAB CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB TOP SLAB FTPD-D DEEP OPTION CONFIGURATION DESIGNATION VAULT WEIR 'MAX INLET/ TREE (OPTION S:-P, AVAILABILITY MEDIA SIZE LENGTH/ BYPASS FLOW OUTLET GRATE -T -PT) BAV SIZE (W x L) MAX CURB ACCESS O 8 OPENING (CFS) DIA SIZE SIZE FTPD0404-D N/A CA 4x4 I 4x6 1'-8'.1 4.6 17/12" 1 (1)Tx 3' REQUIRED TO DETER12MINE CURB INLET FLOW C1111 1-1 APAIIL CITY vv�in rwvv. ai ar��ir i� nrvn�raw w 2 0 IRRIGATION PORT I I � (TYP 3 PLACES) �� (� 2"0 IRRIGATION PORT (TYP 3 PLACES) _ _ _ J 3" MULCH OUTLET PIPE LAYER, TYP PROVIDED BY CONTECH INLET BAY PERMANENT OUTLET SETTUNG POOL ELEV. 0 6" UNDERDRAIN STONE LAYER, TYP NOT BY CONTECH � ACCESS TREE GRATE ", PROVIDED BY CONTECH (LOCATION VARIES) 4.00' MEDIA BAY OUTLET PIPE NOT BY CONTECH MIN SECTION A -A 21" FILTERRA MEDIA, TYP PROVIDED BY CONTECH PLAN VIEW (LOCATION VARIES) ` FLOWKIT NTS (STANDARD DEPTH SHOWN) NTS STRUCTURE 62 - FILTERRA PEAK DIVERSION (FTPD) CONFIGURATION DETAIL RECESSED TREE FRAME AND GRATE CAST IN TOP SLAB CLEANOUT COVER GALVANIZED GALVANIZED ANGLE NOSING CAST IN TOP SLAB ANGLE NOSING 4" MIN THROAT O4G:--i- 8" TOP SLAB -'CURB AND GUTTER MULCH LAYER, FLOW LINE INTERLOCKING PROVIDED BY CONTECH THROAT ELEVATION JOINT (TYP) � - - - CAST -IN -PLACE CURB GUTTER.NSEE CAST -IN -PLACE a ,, =III-III=III- =III=III=I = I - DETAIL ABOVE DEPRESSED GUTTER 111 III II 11111 I=III= AND THROAT OPENING L III-� 1=1I 1=1I 1=1I =1 1-1- TREATMENT (BY CONTRACTOR) FILTER MEDIA, #4 DOWEL BARS ® 12" O.C. TO BE BENT AS PROVIDED BY NECESSARY BY CONTRACTOR PRIOR TO CONTECH INSTALLATION OF FIELD POURED GUTTER ° < ° 4 < a <o a UNDERDRAIN STONE LAYER, PROVIDED BY CONTECH PERFORATED UNDERDRAIN SYSTEM FILTERRA PROFILE VIEW NTS G CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) FILTERRA TOP VIEW S OUTLET PIPE CONNECT 4" PVC (PRECAST IN FILTERRA UNIT) TO 6" PVC WITH 6" - 4"X 6" PVC REDUCER AND PVC COUPLING. TWO (2) - 22.5- BENDS CONNECT 6" PVC TO o BYPASS STRUCTURE I�4000f,�v� . TRANSITION TO DEPRESSED GUTTER (SEE ADDITIONAL DETAIL) RIM ELEVATION PER PLANS 18' THROAT (ENTRANCE) BYPASS ELEVATION 2" LOWER STRUCTURE THAN GUTTER FLOW LINE ELEVATION. FILTERRA LAYOUT VIEW NTS CURB AND GUTTER, TYP (NOT BY CONTECH) STREET CUB INLET DETAIL PRECAST TOP SLAB THROAT PROTECTION DEVICE INCLUDED IN PRECAST UNIT. DO NOT REMOVE. LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA UNIT IS ACTIVATED PRECAST BOX WALL FILTERRA THROAT OPENING NTS TOP OF CURB FILTERRA UNIT_ BYPASS STRUCTURE I I I I I I PREMOLDED JOINT FILLER (TYP.) TOP OF DEPRESSED GUTTER TRANSITION SECTION GUTTER PAN AT FACE OF NTS CURB D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 I I / I I I I I FIRESTONE I O'REILLY AUTO PARTS I _ DWY � p ® C1 C1 Q Q � I � \\ \W✓ w u -00 RAINIER AVE S 12+00 13+00 DWY SHELL 7-ELEVEN PLAN 0 10 20 40 60 SCALE IN FEET 18" SS CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT / ti aa 3 .A O / � II 'N WALGREENS G ' 18" SS CONSTRUCTED BY I DOWNTOWN UTILITY IMPROVEMENTS PROJECT a �o v Q s EX 8" SS `8 �/ SLIP LINED BY ti DOWNTOWN UTILITY vj IMPROVEMENT PROJECT it 0 15 co W� 2 r GR OD / o GRD / A / / HERTZ/LYFT "'U ti g GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. LEGEND PROPOSED SANITARY SEWER ss — ss — PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m m m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT # SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 'I I SANSONINA N IeIni ulnwc� a PLAN N�yl L 0 10 20 40 60 SCALE IN FEET GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. m 0 t— w CONSTRUCTION NOTES "-' O INSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN + 1 400.1. 00 OINSTALL & CONNECT SIDE SEWER AND SURFACE CLEANOUT PER CITY OF RENTON STD. PLAN 406.1 AND 407. z ® ABANDON EXISTING SEWER PIPE IN PLACE. J C) O5 REMOVE EXISTING SEWER PIPE. © REMOVE EXISTING SEWER MANHOLE. LEGEND PROPOSED SANITARY SEWER ss — ss —PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss— EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m m m m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT # SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 METRO PCS 00 0 Lj w w cq 00 U) w z 2 SOUTH LAKE EUROPEAN c II BY DOWNTOWNVUTILITY IMPROVEMENTS PROJECT VACANT _-12" WATER CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT -c PLAN 0 10 20 40 SCALE IN FEET 60 BUDDY'S HOME FURNISHING RENTON VETERINARY HOSPITAL 0 GRAVITY SPORTS LEGEND GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. ►tGYVZ CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING NEAR CEDAR RIVER PIPELINES WITHIN CITY OF SEATTLE RIGHT OF WAY (STA 18+40 TO 19+05). CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF OF CEDAR RIVER PIPELINES FOR SPU PROVIDED INSPECTION. CONSTRUCTION NOTES OINSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN 400.1. OINSTALL CURED —IN —PLACE PIPE LINING IN EXISTING SEWER PIPE AND THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PRONSIONS. 4O ABANDON EXISTING SEWER PIPE IN PLACE. O5 REMOVE EXISTING SEWER PIPE. O6 REMOVE EXISTING SEWER MANHOLE. O7 ADJUST MANHOLE TO GRADE. 00 PROPOSED SANITARY SEWER —ss —ss — PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m m m m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT ## SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 WEST WIND MOTEL I ROYAL ORCHID PLAN FORMULA 1 FAST LUBE I 0 10 20 40 60 SCALE IN FEET TOMMY'S CAFE LEGEND GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. CONSTRUCTION NOTES OINSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN 400.1. OINSTALL & CONNECT SIDE SEWER AND SURFACE CLEANOUT PER CITY OF RENTON STD. PLAN 406.1 AND 407. OINSTALL CURED —IN —PLACE PIPE LINING IN EXISTING SEWER PIPE AND THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PROVISIONS. O4 ABANDON EXISTING SEWER PIPE IN PLACE. O5 REMOVE EXISTING SEWER PIPE. O6 REMOVE EXISTING SEWER MANHOLE. PROPOSED SANITARY SEWER — ss — ss — PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m m Em m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT ® SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F 1S5986DC16 PLAN 0 10 20 40 60 SCALE IN FEET GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. N CONSTRUCTION NOTES w O 1 INSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN N 400.1. o O INSTALL CURED —IN —PLACE PIPE LINING IN EXISTING SEWER PIPE AND + THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PROVISIONS. O4 ABANDON EXISTING SEWER PIPE IN PLACE. V) w O5 REMOVE EXISTING SEWER PIPE. z J = O6 REMOVE EXISTING SEWER MANHOLE. U H Q LEGEND PROPOSED SANITARY SEWER ss — ss — PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m 00 m m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT (j# SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 1\ \\5 59�k�S PLAN 0 10 20 40 60 SCALE IN FEET REPLACE 48LF 8" SANITARY SEWER UPSTREAM OF NEW SSMH r — — SD � \ I I� 3 I —s' � SS _s s I I RENTON LAUNDRY SD n GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES OINSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN 400.1. OINSTALL CURED —IN —PLACE PIPE LINING IN EXISTING SEWER PIPE AND THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PROVISIONS. O6 REMOVE EXISTING SEWER MANHOLE. LEGEND PROPOSED SANITARY SEWER ss — ss —PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER �'$11117%17L ABANDON EXISTING SEWER PIPE SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT #N SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNEUZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 I— w w x V7 O Ln M Q F- N W Z J 2 U F- Q ---- -—w-----w--m . \IRONJAG \ I \ GATE PLANL 0 10 20 40 60 SCALE IN FEET uj w w x Cl 0 rn M Q H (n W Z J x U H Q GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES OINSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN 400.1. OINSTALL CURED —IN —PLACE PIPE LINING IN EXISTING SEWER PIPE AND THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PROVISIONS. © REMOVE EXISTING SEWER MANHOLE. LEGEND PROPOSED SANITARY SEWER ss — ss — PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m m m m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT (j# SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN — IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 --ss— ss \P ss � P � CONNECT EX SS (DEPTH UNKNOWN) INSTALL REDUCER TO MATCH DIAM. GATE uO/'/p 5� / I I J Y / III I DWY ICONC NET WAI'. Z I 5' CHLK C) c JUDO BOXING GERBER COLLISION ADVANCE & GLASS AUTO TUNE D SD S n SD - SD AC I AC SSW 10113 MH2180 Wv RIM 57.61 *� A X 6" SSS I I IE 52.2 N—S ® CL 8" CONC o I I 9T3B" • � _ _ I / I EX 6" SSS EX 6" SSS N r w6oD OD— — — T24" DT R M I - ------------- x-fl-,_x x_ AC u 6' IRON S� in-� ❑ S ® Q p 'I1 u1 in \--------_ SD _ C NC'RET WALL J_T --1)=_ aC --- En W W --- 00 ° NEW 8" SS 6 Z g Ss 55 5 S S S 16 2108 3 W n W� WSW 7 W s 1 0 41+00 RAINIER AVE N 7 42+00 3 43+00 o 15 a * G:? STONE WALL �f � Q Q CT22" � I� � DTa" Ca cT24" C) oT1r DT611(31 r------------- T T CT1ME2" Cs GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2• PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES OINSTALL SANITARY SEWER MANHOLE PER CITY OF RENTON STD. PLAN 400.1. OINSTALL CURED -IN -PLACE PIPE LINING IN EXISTING SEWER PIPE AND THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PROVISIONS. O4 ABANDON EXISTING SEWER PIPE IN PLACE. O6 REMOVE EXISTING SEWER MANHOLE. O7 ADJUST MANHOLE TO GRADE. - . A- - - - - - - - III ' FO -FO'-- _ - FO _ - FO — Fo LEGEND FO - FO AC WALK PROPOSED SANITARY SEWER - FO ❑ �Fo — ss — ss — PROPOSED SIDE SEWER PLAN //z�\\ L 0 10 20 40 60 SCALE IN FEET s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ABANDON EXISTING SEWER PIPE m 00 m m M SANITARY SEWER TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT (j# SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN — IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E—bpe ID: 96C79925-D8 4E61D-BD89d3135986DC16 SM�379 H5398) RIM 42.78 \ i SD 597+00 h sM �r [J7'k\; _ �f7 oo RENTON AVENUE EXTcm 598+00 w z J G U H Q PLAN 6 0 10 20 40 60 SCALE IN FEET GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES OINSTALL CURED —IN —PLACE PIPE LINING IN EXISTING SEWER PIPE AND THROUGH REPAIRED SECTIONS PER PROJECT SPECIAL PROVISIONS. LEGEND PROPOSED SANITARY SEWER ss — ss — PROPOSED SIDE SEWER s CIPP LINING OF EXISTING SANITI s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER ,%%%' 1$11117Lfff ABANDON EXISTING SEWER PIPE SANITARY SEWER TO BE CONSTF DOWNTOWN UTILITY IMPROVEMEN ## SSMH STRUCTURE NUMBER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN — SEWER PROFILE — WATER PLAN 129 WATER PROFILE — JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH SCHEMATIC — ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 45 40 35 30 25 20 15 10 15+00 SSMH TYPE 1 - 48" STA 15+49.20, 30.00' LT RIM 33.15 IE IN 26.50 WN) L OUT 26.50 (8"S) EXIST 8" SS TO BE SLIP LINED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT 16+00 17+00 PROFILE 15+00 TO 18+50 i rrc i — as - PROPOSED GROUND AT - STA 18 EXISTING GROUND AT RIM 38.61 r IE OUT 28.46 (8"S) 18+00 50 45 40 35 30 25 20 15 10 18+50 50 < < 3 W 50 3 EXISTING GROUND AT 45 45 40 3 _ 40 368 LF EXIST 8" SS 35 O 148 LF EXIST 8" SS ---------------- -------------------------------------- 35 -------------------- - - ----------- TO BE CIPP REHABILITATED --------------- 4-------- TO BE CIPP REHABILITATED PROFILE CONTINUES 30 ON SHT 117 30 25 SSMH TYPE 1 - 48" 3 4 SSMH TYPE 1 - 48" 25 STA 19+63.58, 26.22' LT STA 21+12.73, 26.17' LT RIM 42.22 RIM 45.17 IE OUT 33.60 (8"E) IE IN 35.20 (8"N) N 33.60 (8"N) IE OUT 35.20 (8"S) 20 20 15 15 10 10 19+50 20+00 21+00 22+00 23+00 PROFILE 19+50 TO 23+00 SIDE SEWER TABLE SIDE SEWER NO. APPROX. STATION AT MAIN OFFSET 1 16+77.6 LT 2 17+43.4 LT 3 18+22.8 LT GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. 60 60 EXISTING GROUND AT q 55 PROPOSED GROUND AT q 55 MH 6345 TO BE REPLACED BY DOWNTOWN UTILITY IMPROVEMENT PROJECT 50 50 3 3 45 45 40 40 35 0 O 0 35 S 30 56 LF 8" SS 5=1.24% 30 X6345 EXIST SSMH STA 19+64.16, 30.26RT 25 RIM 41.14 25 IE IN 32.90 IE OUT 32.90 (81) EXIST 8" SS 20 20 MH2145 TO MH6345 CROSSING 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37,38 SITE PREPARATION & TESC PLAN 48,49 ROADWAY PLAN 59,60 ROADWAY PROFILE 69,70 DRAINAGE PLAN 81,82 DRAINAGE PROFILE 91,92 SEWER PLAN 108,109 SEWER PROFILE 116 WATER PLAN 122,123 WATER PROFILE 131,132 JOINT UTILITY TRENCH PLAN 145,146 JOINT UTILITY TRENCH SCHEMATIC 153,154 ILLUMINATION & INTERCONNECT PLAN 201,202 CHANNELIZATION & SIGNING PLAN 229,230 LANDSCAPE PLAN 239,240 IRRIGATION PLAN 264,265 RIGHT OF WAY PLAN 277,278 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 55 50 45 PROFILE CONTINUES ON SHT 116 40 35 30 25 20 23+00 oJMn ITrc i — 90 7 SW VICTORIA ST STA 25+02.65, 21.76' RT RIM 45.13 SSMH TYPE 1 — 48" IE IN 30.14 (6"SE) STA 25+43.57, 26.0 IE OUT 30.14 (8"N) RIM 45.07 SSMH TYPE 1 — 48" I- IN 38.20 (8"NW) STA 24+91.19, 76.52' LT IF OUT 38.20 (8"S) RIM 47.59 IF IN 41.80 (8"W) IE OUT 41.80 (8"E) o � SSMH TYPE 1 — 48" 24+82 18, 26.10' LT I 61 LF EXIST 8" SS RSTA IM TO BE CIPP REHABILITATE] IE IN 37.30 (8"W) 52 LF 8" SS S=0.50% IE IN 37.30 (8"N) I 1 IE OUT 37.30 (8"S) 24+00 25+00 PROFILE 24+50 TO 29+00 60 55 50 45 40 35 30 HAYES PL SW LF 8" GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. 60 55 50 EXISTING GROUND AT PROPOSED GROUND AT q 45 26+00 27+00 60 X2138 EXIST SSMH STA 26+54.90, 121.26' LT PROPOSED GROUND AT CE RIM 44.30 (8"SE) E OUTT 55 EXISTING GROUND AT j -- 50 ,- 45 45 CIPP REHABILITATED 40 _--_------ TO BE 35 30 MH2138 TO MH8 CROSSING 40 35 30 PROFILE CONTINUES ON SHT 118 25 20 28+00 0 10 20 40 60 SCALE IN FEET SIDE SEWER TABLE SIDE APPROX. STATION OFFSET SEWER NO. AT MAIN 4 25+00.7 RT 5 25+54.3 RT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39,40 SITE PREPARATION & TESC PLAN 50,51 ROADWAY PLAN 61,62 ROADWAY PROFILE 71,72 DRAINAGE PLAN 83,84 DRAINAGE PROFILE 93,94 SEWER PLAN 110,111 SEWER PROFILE 117 WATER PLAN 124,125 WATER PROFILE 133,134 JOINT UTILITY TRENCH PLAN 147,148 JOINT UTILITY TRENCH SCHEMATIC 155,156 ILLUMINATION & INTERCONNECT PLAN 203,205 CHANNELIZATION & SIGNING PLAN 231,232 LANDSCAPE PLAN 241,242 IRRIGATION PLAN 266,267 RIGHT OF WAY PLAN 279,280 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 S TOBIN ST SSMH TYPE 1 - 48" 9 fE 55 STA 28+03.10, 25.30' RT RIM 38.92 IE IN 28.63 (8"S) SSMH TYPE 1 - 48" IE OUT 28.63 (8"N) STA 28+48.03, 34.52' RT 50 RIM 37.95 IE IN 28.40 (8"S) IE IN 28.40 (12"W) IE OUT 2&40 (81) 45 I SSMH TYPE 1 - 48" STA 28+55.98, 26.2 RIM 37.61 IE IN 3020 (12"N) IE OUT 30.20 (12"E) 40 1 35 30 46 IF 8" SS S= kPR�OFILE CONTINUES 25 ON SHT 117 20 28+00 SAME SAME 60 RENTON AVE EXT/AIRPORT WAY 55 SSMH TYPE 1 - 48" 1 STA 32+81.14, 27.24' LT RIM 37.74 IE IN 32.20 (8"W) 50 IE IN 32.20 (8"N) IE OUT 32.20 (12"S) PROFILE CONTINUES IE OUT 32.20 (12"S) ON SHT 119 45 40 35 424 LF EXIST 12" SS --------------------------------------------------- ----------------------------------------------------------- --- -------------------------------------------------- TO BE CIPP REHABILITATED ----------------------- 30 LF 12" SS S=2.94% 50 SSMH TYPE 1 - 48" STA 28+55.98, 26.28' 1 RIM 37.61 45 IE OUT 30.20 IE IN 30.20 (12"N) EXISTING GROUND AT PROPOSED GROUND 40 35 3 0N 30 6 25 29+00 30+00 31+00 RAINIER AVE PROFILE 28+00 TO 33+50 0 10 20 40 60 SCALE IN FEET 50 50 25 32+00 20 33+00 33+50 GENERAL SEWER NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. it 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVA11ONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS FOR EXISTING SEWER SYSTEM. 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. 50 11 EXIST SSMH EXIST SSMH STA 31+60.06, 326.09' LT 537 45 45 RIM 42.78 IE OUT 37.50 (8-NE) PROPOSED GROUND AT RENTON AVE EXT � - - EXISTING GROUND AT 40 40 ------__ - RENTON AVE EXIT --------- L_------- - 35 35 L�--------------------------------------- _247 LF 8" SS TO BE CIPP REHABIurATED ---- ----------- - 30 30 CONNECT TO EX SS MATCH EX SS DIA. AND SLOPE 25 25 20 20 20 596+50 MH11 TO MH10 CROSSING 597+00 598+00 599+00 SSMH TYPE 1 - 48" 1 STA 32+96.43, 62.34' LT RIM 36.32 45 IE IN 32.30 (8"SW) IE 0'JT 39-30 (8"F 40 c� ------ a 35 Z I LF 8" SS S=1.77% 30 38 LF EXIST 8" SS 25 TO BE CIPP REHABILITATED 20 600+00 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 60 GENERAL SEWER NOTES 14 SSMH TYPE 1 - 48" STA 36+82.06, 28.22' LT 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER RIM 47.14 NOTES AND SPECIFICATIONS. 55 IE IN 42.30 (8"N) 55 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. IE OUT 42.30 (8"S) IE OUT 42.30 (8"S) PROFILE CONTINUES 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN THIS SHEET 405. 50 50 4• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. SEE EXISTING CONDITIONS PLANS FOR COMPLETE SURVEY CALLOUTS 3 FOR EXISTING SEWER SYSTEM. 45 PROPOSED GROUND AT OL 45 6. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & _ _ POTHOLE PLANS, APPENDIX J. �- EXISTING GROUND AT OL _---------------- --- 60 60 - --- ---- PROFlLE CONTINUES � _--- p - ------------------ ON SHT 118 - - - - - 40 -------------- _-----____ _------------- 40 EXISTING GROUND -- _ _ - - - - - - PROPOSED GROUND 401 LF EXIST B" SS ------------- 55 55 35 _________________ TO BE CIPP REHABILITATED 35 ---- w - - 3 50 50 30 30 21 LF 8" SS 5=2.00% 45 45 25 25 CONNECT EX SS (DEPTH UNKNOWN) 40 INSTALL REDUCER TO 20 20 MATCH EX SS DIA. 33+50 34+00 35+00 36+00 37+00 38+00 PROFILE 33+50 TO 38+00 SAME 35 35 STRUCTURE 70 70 30 30 EXIST SSMH EXIST SSMH NW 3RD PL X2108 X2SJ80 STA 42+77.88, 27.43' LT MH4 STUB CONNECTION 65 SSMH TYPE 1 - 48" STA 41+96.48, 23.29' LT RIM 57.61 STA 39+58.24, 23.74' LT 15 16 SSMH TYPE 1 - 48" EMIN550.20 (8"N) E IN 52.20 (8"N) 65 RIM 52.62 RIM 54.7j4.57, 25.82' LT E IN 50.20 (6"NW) E OUT 52.20 (8"S) IE IN 44.91 (8"W) IE IN 45.90 (8"N) PROPOSED GROUND AT CL IE OUT 47.00 (8"S) - .L IN 44.91 (8"N) IE OUT 45.90 (8"S) EXISTING GROUND AT CE 3 60 IE OUT 44.91 (8"S 60 IE OUT 44.91 (8"S - 55 � I I 55 - PROFILE CONTINUES ------------- - f 3 l THIS SHEET __---- ___ 82 LF EXIST 8_' SS =____� 50---------- LLL I I� 50 TO BE CIPP REHABILITATED LJ EXIST 8" SS 3 199 IF 8" SS S=0.90% EXIST 6" SSS 45 117 LF EXIST 8_SS--------_ - J 277 LF EXIST 8" SS --- p ---------------------------- 45 _-_-_--_- TO BE CIPP REHABILITATED TO BE CIPP REHABILITATED CONNECT NEW SS TO EX MH & 40 RECHANNEL 40 35 35 30 30 38+00 39+00 40+00 41+00 42+00 43+00 PROFILE 38+00 TO 43+00 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42,43 SITE PREPARATION & TESC PLAN 52,53 ROADWAY PLAN 63,64 ROADWAY PROFILE 74,75 DRAINAGE PLAN 86,87 DRAINAGE PROFILE 96,97 SEWER PLAN 113,114 SEWER PROFILE 119 WATER PLAN 127,128 WATER PROFILE 135,136 JOINT UTILITY TRENCH PLAN 150,151 JOINT UTILITY TRENCH SCHEMATIC 158,159 ILLUMINATION & INTERCONNECT PLAN 206,207 CHANNELIZATION & SIGNING PLAN 234,235 LANDSCAPE PLAN 244,245 IRRIGATION PLAN 269,270 RIGHT OF WAY PLAN 282,283 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OR STORM SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION GROUND VARIES 401 CFWFR (1R CTnpm CFWFR NOTE: FOR NEW PIPES LESS THAN OR EQUAL TO 12" DIAM., USE PVC C-900 FOR SANITARY SEWER OR STORM SEWER FOR WHEN MIN. HORIZONATAL OR VERTICAL SEPARATION FROM EX. WATER MAIN CANNOT BE ACHIEVED. FOR PIPES GREATER THAN 12" DIAM. USE DIP WITH POLYETHYLENE ENCASEMENT. WATER & SEWER UTILITY CLEARANCES NTS Q D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 FIRESTONE I I G I / O'REILLY AUTO PARTS I \ -00 RAINIER AVE S 12+00 SHELL w 18" SS TO BE CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT 13+00 7-ELEVEN I co M O o w co MgT�y `8 �Nf STq 2p c 7-�50 10 SyFFT 729 PLAN /I 0 10 20 40 60 SCALE IN FEET w �v co EX 12 DI� o i o WALGREENS Z98 / STA 14+02.2, 65.8' LT 1 - 12" SOLID LONG SLEEVE COUPLING (MJxMJ) 1 - 12" 45' BEND (MJxMJ) W/ THRUST BLOCK AND RESTRAINED TO CONC DEAD -MAN BLOCK 12" DI SPOOL (LENGTH AS NEEDED) CAP AND ABANDON EXISTING 12" WATER TO NORTH SEE CONNECTION 1 & 1A, I SHEET 139 EX 8" DI STA 14+44.3, 59.4' LT 2 9 1 - 8" LONG SLEEVE ° COUPLING (MJxMJ) 8" DI SPOOL (LENGTH AS NEEDED) REMOVE 8" W AND GV TO EAST STA 14+77.5, 59.7' HYDRANT ASSEMBLY °—�,w 3 GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 122. CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. ® ADJUST EXISTING VALVE BOX TO FINAL GRADE. O9 ABANDON WATER VALVE. 10 ADJUST WATER MANHOLE TO FINAL GRADE. REMOVE EXISTING FIRE HYDRANT AND INSTALL 6" PLUG ON EXISTING 14 VALVE. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. 15 NEW 1" WATER SERVICE AND WATER METER RELOCATION BY CITY OF RENTON. LEGEND W WATER MAIN W WATER SERVICE LINE FI, TEE CROSS y BEND CAP 8 WATER METER IINE GATE VALVE r FIRE HYDRANT COUPLING w EXISTING WATER LINE ABANDON WATER LINE )0000x wx**xx* -x REMOVE/DISPOSE WATER LINE AIR AND VACUUM RELEASE p 14 15 GR OD STA 14+53.6, 50.2' RT 3 HYDRANT ASSEMBLY 8 (3) GRO 1 TA 12" 641, 22. ' TEE (FL) RT W/ THRUST BLOCK 1 - 6" GATE VALVE (FLxMJ) 0 28 LF 6" DI SPOOL STA 13+34.4, 131.2' RT 3 a HYDRANT ASSEMBLY 31 LF 6" DI SPOOL HERTZ / LYFT / CONNECT NEW HYDRANT TO EX 6" GATE VALVE REMOVE EXISTING HYDRANT AND 6" 7 PIPE TO EX VALVE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 I GENERAL WATER NOTES SANSONINA 1. ALL WORK SHALL CONFORM TO THE LATEST CITY OF RENTON WATER UTILITY N STANDARD PLANS. SOME STANDARD PLANS MAY HAVE BEEN MODIFIED. THE WALGREENS MIDAS I a CONTRACTOR SHALL REFER TO THE STANDARD PLANS INCLUDED IN THE CONTRACT DOCUMENTS. 2. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL \ THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS STA 15+19.7, 43.3' LT 2 1 BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. w 1 - 8" SOLID LONG SLEEVE COUPLING (MJxMJ) I STA 16+54.1, 54.0' LT 3 a I 3. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN 8" DI SPOOL (LENGTH AS NEEDED) HYDRANT ASSEMBLY I CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. EX 8" DI REMOVE EX 8" W AND GV TO EAST I CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR 7 I 4 SCHEDULE OF CONNECTIONS AND SHUTDOWNS. REFER TO SP 7-09.3(19) 4 4 ' 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM 4 FOOT STA 15+17.0, 23.1' LT COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 1 - 12"X8" TEE (MJxMJxFL) N 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE W/ THRUST BLOCK p a 9 MANUFACTURER. a _1 - 8" GATE VALVE (FLxMJ) c c 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE WATER MAY REQUIRE NED IN _ ---- ---- - - - --- - - - - - - � -------- - CONSTRUCTION OF OTHEROROADWAY ANDAUTILITY IMPROVEMENTS. FOR THE ---- 6. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION 3 ` POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE " 3 OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT N PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION N I8" DI COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL I EX 12" CI 9 EX 6" Cl " w DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). W W W W W N REFER TO SP 7-09.3(19) w` _ _ _ SEE CONNE ON 3, SHEET 139 N 1 12" DI N 7• ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL SEE CONNECTION 2, 16+0 RAINIER AVE S k001 THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL CD SHEET 139 PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE i 00 ¢ SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB , _ _ _ - - - - - - - - - - REPORTS, AND ARE THOROUGHLY FLUSHED. REFER TO SP 7-09.3(23) & -- - ------ N — 12" DI 1 z 7-09.3(24) B. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO Z EX 12" DI c=i CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. J �W = w - _-_ ;�_ � 9. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY v T -- OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. r _ --- 11 P li v 10. ALL WATER PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS PER ' - ----' - SPECIFICATIONS. REFER TO SP 9-30.2(6) aT-_ -_ ;-- � � _-__ • __.' ---- - - - - - ` 11. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING -_ -- PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE x P ® 4 I HORIZONTAL THRUST BLOCKING PER RENTON PLAN. L� 7 12. WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OF STORM I% SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM STA 15+85.7, 47.8' RT I TACO TIME JOINT SEPARATION. 15 HYDRANT ASSEMBLY 3 13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER a e GLANDS EQUAL TO MEGAWG 1100 SERIES, OR ROMAGRIP OR APPROVED EQUAL IN INSTALL CONIC ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. REFER TO SP 8 DEAD -MAN BLOCK WENDY'S I' 9-30.2(6) AND SHACKLE TO STA 15+65.0, 25.5' RT EXISTING GATE VALVE I I 1 - 12" FLxMJ COUPLING i 14. RESTRAINED JOINT DUCTILE IRON PIPES SHALL HAVE A POSITIVE METAL TO METAL REMOVE GATE VALVE TO NORTH AND WEST OF TEE. CONTACT LOCKING SYSTEM WITHOUT THE USE OF GRIPPING TEETH. THE USE OF GASKETS FOR PUSH -ON PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH HERTZ / LYFT SAFEWAY CAP AND ABANDON EX 12" W TO WEST OF TEE. II (E.G. FIELD LOK GASKET, FAST GRIP GASKET, TALON RJ GASKET) OR LOCKING REMOVE EX 12" W TO NORTH. , SEGMENTS SHALL NOT BE ALLOWED AS SUBSTITUTE FOR RESTRAINED -JOINT PIPES. REMOVE EX 12" TEE AND CONNECT NEW 12" WATER c REFER TO SP 9-30.2(6) I I TO EX GATE VALVE. / I 15. WRAP ALL DUCTILE IRON PIPE, FITTINGS, VALVES WITH 8-MIL POLYETHYLENE CONFORMING TO AWWA C105. REFER TO SP 9-30.1(2) 16. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. PLAN L 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF O4 RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. ® ADJUST EXISTING VALVE BOX TO FINAL GRADE. O9 ABANDON WATER VALVE. 15 NEW 1" WATER SERVICE AND WATER METER RELOCATION BY CITY OF RENTON. LEGEND W WATER MAIN W WATER SERVICE LINE FT-1 TEE CROSS �y BEND CAP e WATER METER IINC GATE VALVE l�f FIRE HYDRANT COUPLING w EXISTING WATER LINE tl)4111 11ff ABANDON WATER LINE )^^^^^^^ wx x*)ek * REMOVE/DISPOSE WATER LINE )II AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91,100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D"c"Sig. E—bp" ID: 96C79925-D8 4M-BD89F lS5986DC16 TACO TIME SEE CONNECTION 4, SHEET 139 I- SPU r ROW 8" SS CONSTRUCTED �BY DOWNTOWN UTILITY wIMPROVEMENTS PROJECT . .- ---- ___ --_- ---. -.._ 1..._....._I 12" DI SPOOL (LENGTH AS NEEDED) VACANT 12" W CONSTRUCTED BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT 0 10 20 40 60 SCALE IN FEET STA 20+99.3, 21.9' RT 1 - 12"x8" TEE (MJxMJxFL) W/ THRUST BLOCK 1 - 8" GATE VALVE (FLxMJ) REMOVE EX TEE AND EX 12" W TO SOUTH AND EAST CAP AND ABANDON EX 12" W TO NORTH 8" DI SPOOL (LENGTH AS NEEDED) INSTALL 8" CAP SHACKLED TO DEAD -MAN BLOCK PRIOR TO REMOVAL OF EX 8" W TO WEST. 8" DI RENTON BUDDY'S HOME VETERINARY FURNISHING HOSPITAL GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 122. NOTE CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING NEAR CEDAR RIVER PIPELINES WITHIN CITY OF SEATTLE RIGHT OF WAY (STA 18+40 TO 19+05). CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF OF CEDAR RIVER PIPELINES FOR SPU PROVIDED INSPECTION. COORDINATE WITH SPU CEDAR RIVER PIPE LINE SPECIALIST JERRY GO AT 206-605-6568 WITH MIN. 5 DAYS NOTICE PRIOR TO FINAL SIDEWALK RESTORATION FOR INSTALLATION OF TEST STATION BY SPU. NSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF O4 RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. O8 ADJUST EXISTING VALVE BOX TO FINAL GRADE. COORDINATE WITH SEATTLE PUBLIC UTILITIES. INSTALL CATHODIC 11 PROTECTION. INSTALL JOINT BONDS AT ALL JOINTS AND ANODES EVERY 20 FT ON NEW 12" DI WATER. INSTALL 12" INSULATION SLEEVES AT EACH END. SEE CITY OF RENTON STD. PLAN CP. 16 8" CAP WITH TEMPORARY BLOW -OFF VALVE. 17 INSTALL 2 CATHODIC PROTECTION STATIONS TYPE FF PER CITY OF RENTON STD. PLAN CP. - LEGEND V WATER MAIN W WATER SERVICE LINE TEE CROSS y BEND CAP sa WATER METER K GATE VALVE Y FIRE HYDRANT COUPLING w EXISTING WATER LINE �y6IVIIII I- ABANDON WATER LINE *x �e wx*x-� REMOVE/DISPOSE WATER LINE )1� AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 M _N H W W 2 O N N W z J U F- �� i I I \l�I a I F STA^22+61.9, 35.5' LT/1 I WEST WIND MOTEL I ROYAL ORCHID I REMOVE VEX 12"VTO WEST v I TOMMY'S CAFE FORMULA 1 FAST LUBE I I I PLAN 4Z 0 10 20 40 60 SCALE IN FEET u') N_ W W N O O r N Q N z_ IJ U GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 122. CONSTRUCTION NOTES O1 FURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF O4 RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. ©FURNISH AND INSTALL 2" AIR & VACUUM RELEASE ASSEMBLY PER CITY OF RENTON STD. PLAN NO. 340.4. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. O9 ABANDON WATER VALVE. LEGEND W WATER MAIN W WATER SERVICE LINE FI, TEE CROSS y BEND CAP 0 WATER METER IIHL GATE VALVE FIRE HYDRANT COUPLING w EXISTING WATER UNE "�y1"'� ABANDON WATER LINE )^^gym wx ^^^ REMOVE/DISPOSE WATER LINE AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bp. ID: 96C79925-D8 4M-BD89F 1S5986DC16 / BROWN BEAR CAR WASH o < OP / �s s ODP 0 cP \ C�. 55 P GP v W W U) Co 0 N , Q v' /fig/ w 1 12" DI z = W �W W 00 RAINIER AVE S IEx 10" 1 12" DI STA 28+66.0, 0.1 W 1-12" 11' BEND � W/ THRUST BLOC o c 4 A 10' STA 28+07.6, 14.5' RT OG 1-12" 11' BEND (MJxMJ) e W/ THRUST BLOCK Q 12" DI CONNECTION DETAIL 7 & 7A, cP If SEE SHEET 140. STA 28+56.0, 57.4' RT ' ,® 1 - 12"X10" TEE (MJxMJxFL) I W/ THRUST BLOCK ' 1 - 10" GATE VALVE (FLxMJ)I yl / / I STA 28+49.7, 105.7' RT ` ss _ TOMMY'S CAFE L1 - 12" 90' BEND (MJxMJ) W/ THRUST BLOCK s Z � ss — MCDONALD'S ss ss ss STA 30+49.4, 61.7' LT CHEVRON / % 2 1-6" SOLID LONG SLEEVE / COUPLING (MJxMJ) / 6" DI SPOOL (LENGTH AS STA 28+05.5, 37.1' LT / NEEDED) HYDRANT ASSEMBLY 3 / STA 30+49.3, 16.8' LT STA 30+95.3, 49.7' LT / 1-12"x6" TEE (MJxMJxFL 3 HYDRANT ASSEMBLY W/ THRUST BLOCK s STA 28+65.7, 15.5' LT 1 - 6" GATE VALVE (FLxMJ) 12°x12" TEE (FLxFLxFL) El / W/ THRUST BLOCK ss / 3 - 12" GATE VALVES (FLxMJ) 4 4 „ w o © u EX 6" DI --------- 1 —� --- -- --4— j— II D 9 P - - - - -----�T---- q ..... ..___...............................................��..�,. EX 10" N '—s— s —s 12" DI o 1 6" Ld ~ w W W W W o N x C. 30+00 + o M 1 I12" DI STA 28+61.6, 25.3' RT < 1 - 12"x12" TEE (FLxFLxFL) `u $ W/ THRUST BLOCK z 2 - 12" GATE VALVES (FLxMJ) CONNECTION DETAIL 8, ` 1 - 12" COUPLING (FLxMJ) SEE SHEET 140.E r� 0 12" DI 1 STA 28+66.5, 58.8' RT 2 \;� • 9 1 - 10" SOLID LONG SLEEVE COUPLING I 10" DI SPOOL (LENGTH AS NEEDED) ^ I w EX 10" DI " EX 10" DI ° w w w 10" DI 1 10" DI o 0 STA 30+74.5. 44.5' RT — — c 7 1 - 12"x10" TEE (MJxMJxFL) W/ THRUST BLOCK —1 - 10" GATE VALVE (FLxMJ) 7 r ® STA 28+62.1, 65.4' RT 1 - 12" POLY PIG STATION PER CDR STD PLAN 300.6 o� HYDRANT ASSEMBLY 3 12" DI SPOOL (LENGTH AS NEEDED) 4 sso / STARBUCKS 2 STA 30+64.5, 67.9' RT P 1 - 10" SOLID LONG SLEEVE COUPLING (MJxMJ) 9' RT r 106 6 STA 28+58., . 10" DI SPOOL (LENGTH AS NEEDED) — ss ? � 2 INSTALL CONIC DEAD -MAN BLOCK ON EX 10" W 11 - 12" 90' BEND (MJxMJ) W/ THRUST BLOCK AND SHACKLE TO NEW 10" 90' BEND 10" DI AND RESTRAINED TO CONIC DEAD -MAN BLOCK N STA 30+75, 67.6' RT C. 4. 1 - 12" SOLID LONG SLEEVE COUPLING (MJxMJ) 1 - 10" 4. BEND (MJxMJ) 12" DI SPOOL (LENGTH AS NEEDED) ss® ® CAP AND ABANDON EX 12" W TO WEST I W/ THRUST BLOCK ss� s EX 12" CI sS 3 STA 30+94.5, 53.5' RT ss —ss _ss — ss _� HYDRANT ASSEMBLY r-. PLAN 0 10 20 40 60 SCALE IN FEET GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 122. CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF O4 RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. O9 ABANDON WATER VALVE. LEGEND W WATER MAIN W WATER SERVICE LINE � TEE CROSS y BEND CAP 0 WATER METER N GATE VALVE Y FIRE HYDRANT COUPLING w EXISTING WATER LINE 1%f4 4i'XI111117`f ABANDON WATER LINE REMOVE/DISPOSE WATER LINE " AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 & 137 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN j 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 1 - 12" POLY PIG STATION PER CDR STD PLAN 300.6 MATCH LINE STA 601+50 SHEET 130 0 10 20 40 60 SCALE IN FEET I EX 8" DI I CONNECTION DETAIL 10, SEE SHEET 141. RENTON LAUNDRY GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 122. CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF O4 RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. O9 ABANDON WATER VALVE. REMOVE EXISTING FIRE HYDRANT AND INSTALL 6" PLUG ON EXISTING 14 VALVE. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. LEGEND vV WATER MAIN W WATER SERVICE LINE FT, TEE CROSS �y BEND CAP 0 WATER METER N[ GATE VALVE Y FIRE HYDRANT COUPLING w EXISTING WATER LINE W)4hV %= ,L ABANDON WATER LINE )0�) , 0 r) M0 ,,.,,80o( REMOVE/DISPOSE WATER LINE AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNEUZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 A N \ 0+10\` MATHEWSON'S ��y PLAN *z 0 10 20 40 60 SCALE IN FEET 00 Lu w w x (n 0 rn M ¢ H w z J U H GENERAL WATER NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST CITY OF RENTON WATER UTILITY STANDARD PLANS. SOME STANDARD PLANS MAY HAVE BEEN MODIFIED. THE CONTRACTOR SHALL REFER TO THE STANDARD PLANS INCLUDED IN THE CONTRACT DOCUMENTS. 2. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 3. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. REFER TO SP 7-09.3(19) 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM 4 FOOT COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY AND UTILITY IMPROVEMENTS. 6. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). REFER TO SP 7-09.3(19) 7. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. REFER TO SP 7-09.3(23) & 7-09.3(24) 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 9. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 10. ALL WATER PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. REFER TO SP 9-30.2(6) 11. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN. 12. WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OF STORM SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES, OR ROMAGRIP OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. REFER TO SP 9-30.2(6) 14. RESTRAINED JOINT DUCTILE IRON PIPES SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM WITHOUT THE USE OF GRIPPING TEETH. THE USE OF GASKETS FOR PUSH -ON PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH (E.G. FIELD LOK GASKET, FAST GRIP GASKET, TALON RJ GASKET) OR LOCKING SEGMENTS SHALL NOT BE ALLOWED AS SUBSTITUTE FOR RESTRAINED -JOINT PIPES. REFER TO SP 9-30.2(6) 15. WRAP ALL DUCTILE IRON PIPE, FITTINGS, VALVES WITH 8-MIL POLYETHYLENE CONFORMING TO AWWA C105. REFER TO SP 9-30.1(2) 16. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF ® RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. LEGEND W WATER MAIN W WATER SERVICE LINE J i TEE CROSS BEND CAP 0 WATER METER uNL GATE VALVE FIRE HYDRANT COUPLING w EXISTING WATER LINE ,V111111X111111jV ABANDON WATER LINE )^^wx ^^ REMOVE/DISPOSE WATER LINE AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - RRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 � I ss I / I 191 fI � a \SS S\ SD a P S_ID n SD s \ - SD NF� N 12 STA 39+40.8, 46.0' LT 3 LL HYDRANT ASSEMBLY GP \ .� P. P P 'll e� n 13 JT _ -- --- -- 7 DI 0 o I 41+00 I I GERBER COLLISION & GLASS I STA 41+92.1, 39.8' LT 3 I HYDRANT ASSEMBLY JUDO BOXING ADVANCE I CONNECTION DETAIL 11, AUTO TUNE STA 699+16.40, 6.43' LT SEE SHEET 141. 12" POLYPIG STATION PER COR STD PLAN 300.6 STA 42+06.9, 40.2' LT 1 - 12" 90' BEND (MJxMJ) W/ THRUST BLOCK r STA 42+14.5 39.7' LT STA ANT ASSEMBLY BLY LT/1 I I I 1 - 12" SOLID LONG SLEEVE COUPLING (MJxMJ) 2 HYDRANT ASSEMBLY I 4 12" DI SPOOL (LENGTH AS NEEDED) INSTALL CONC DEAD -MAN BLOCK ON EX 12" W I AND RESTRAIN TO 12" 90' BEND DI I El w 0 w 6 7 SD 5 S S S 12" DI 42+0 — J 43+00 RAINIER AVE N X X X x n STA 42+07.9, 12.2' LT 1 - 12"X12" TEE (MJxMJxFL) W/ THRUST BLOCK 1 - 12" GATE VALVE (FLxMJ) STA 40+84.9, 14.5' LT 1 - 12" POLY PIG STATION 1 - 12"X12" TEE (FLxFLxFL) PER COR STD PLAN 300.6 W/ THRUST BLOCK 12" DI SPOOL (LENGTH AS NEEDED) 3 - 12" GATE VALVE (FLxMJ) - FO p FO Fo - -Fo- - FO - FO ❑ FO PLAN z L 0 10 20 40 60 SCALE IN FEET GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 122. CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. OFURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN NOS. 310.1 AND 310.3. FURNISH AND INSTALL WATER SERVICE AND METER PER CITY OF O4 RENTON STD. PLAN NOS. 320.1-320.3 AND CONNECT TO EXISTING SERVICE LINE. OREMOVE EXISTING FIRE HYDRANT. SALVAGE AND DELIVER HYDRANT TO CITY MAINTENANCE SHOPS. 12 REMOVE WATER MANHOLE. 13 REMOVE WATER VALVE. LEGEND W WATER MAIN W WATER SERVICE LINE TEE CROSS BEND CAP WATER METER N[ GATE VALVE FIRE HYDRANT IK COUPLING w EXISTING WATER LINE W)4hV ;, V ABANDON WATER LINE )00i) wx*^^ x** REMOVE/DISPOSE WATER LINE 1r AIR AND VACUUM RELEASE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 Z L- Ld w N C) 0 N Ln Ln z J x HERTZ/LYFT I �tEW Y 0 15 m 15 I L��pp q -co _ co as GP_ (mi O d d dam— d ---- oS 8 8c M 20 +00 " " M 203+0 MS 3RD ST M a M 204+00 M M 205 00 s s s s s s s s ® d Al ❑ d SHELL 7-ELEVEN SLEEPLESS COFFEE FREDDIE'S CASINO PLAN 0 10 20 40 60 SCALE IN FEET LEGEND W WATER MAIN • W WATER SERVICE LINE FT, TEE CROSS ry BEND CAP 0 WATER METER �IIHE GATE VALVE Y FIRE HYDRANT COUPLING w EXISTING WATER LINE ABANDON WATER LINE REMOVE/DISPOSE WATER LINE AIR AND VACUUM RELEASE GENERAL WATER NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST CITY OF RENTON WATER UTILITY STANDARD PLANS. SOME STANDARD PLANS MAY HAVE BEEN MODIFIED. THE CONTRACTOR SHALL REFER TO THE STANDARD PLANS INCLUDED IN THE CONTRACT DOCUMENTS. 2. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 3. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. REFER TO SP 7-09.3(19) 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM 4 FOOT COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY AND UTILITY IMPROVEMENTS. 6. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST—IRON AND ASBESTOS —CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). REFER TO SP 7-09.3(19) 7. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. REFER TO SP 7-09.3(23) & 7-09.3(24) 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 9. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 10. ALL WATER PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. REFER TO SP 9-30.2(6) 11. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN. 12. WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OF STORM SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES, OR ROMAGRIP OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. REFER TO SP 9-30.2(6) 14. RESTRAINED JOINT DUCTILE IRON PIPES SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM WITHOUT THE USE OF GRIPPING TEETH. THE USE OF GASKETS FOR PUSH —ON PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH (E.G. FIELD LOK GASKET, FAST GRIP GASKET, TALON RJ GASKET) OR LOCKING SEGMENTS SHALL NOT BE ALLOWED AS SUBSTITUTE FOR RESTRAINED —JOINT PIPES. REFER TO SP 9-30.2(6) 15. WRAP ALL DUCTILE IRON PIPE, FITTINGS, VALVES WITH 8—MIL POLYETHYLENE CONFORMING TO AWWA C105. REFER TO SP 9-30.1(2) 16. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES O8 ADJUST EXISTING VALVE BOX TO FINAL GRADE. 15 NEW 1" WATER SERVICE AND WATER METER RELOCATION BY CITY OF RENTON. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN — SEWER PROFILE — WATER PLAN 129 WATER PROFILE — JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH SCHEMATIC — ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 to W w cn 0 0 cD (N w z J U a -a 1 of os' 0-A oj as ---------- as � as STA 602+87.03, 33.28' RT 1 - 12"x10" TEE (MJxFL) W/ THRUST BLOCK 1 - 10" GATE VALVE (FLxMJ) 1 - 12" POLY PIG STATION PER CDR STD PLAN 300.6 12" DI SPOOL (LENGTH AS NEEDED) 602+00 603+00 � 1 f 12" DI o eo o 1 - 10" 90' BEND W/ THRUST BLOCK CONNECTION DETAIL 9, SEE SHEET 141. 777 as 604+00 t AIRPORT WAY M M-- ffi__m_ 7RT . EX10"DISTA 602+96.86, 47.82' RT/2 1 - 10" SOLID LONGG SLEEVE COUPLING 10' DI SPOOL (LENGTH AS NEEDED) REMOVE EX 10" W TO WEST MJ) INSTALL CONC DEAD -MAN BLOCK ON EX 10" W AND RESTRAIN TO NEW 10" 90' BEND 0 10 20 40 60 SCALE IN FEET as' o as — 3 605+00 0 o � SD d Ixr]4zI 0 ' d- elu w WATER MAIN W WATER SERVICE LINE TEE CROSS BEND CAP 0 WATER METER IINC GATE VALVE FIRE HYDRANT COUPLING w EXISTING WATER LINE 7L111111'l//////// ABANDON WATER LINE )9090900wx ;^ REMOVE/DISPOSE WATER LINE AIR AND VACUUM RELEASE GENERAL WATER NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST CITY OF RENTON WATER UTILITY STANDARD PLANS. SOME STANDARD PLANS MAY HAVE BEEN MODIFIED. THE CONTRACTOR SHALL REFER TO THE STANDARD PLANS INCLUDED IN THE CONTRACT DOCUMENTS. 2. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 3. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. REFER TO SP 7-09.3(19) 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM 4 FOOT COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY AND UTILITY IMPROVEMENTS. 6. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). REFER TO SP 7-09.3(19) 7. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. REFER TO SP 7-09.3(23) & 7-09.3(24) 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 9. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 10. ALL WATER PIPE AND FITTINGS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. REFER TO SP 9-30.2(6) 11. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN. 12. WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OF STORM SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES, OR ROMAGRIP OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. REFER TO SP 9-30.2(6) 14. RESTRAINED JOINT DUCTILE IRON PIPES SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM WITHOUT THE USE OF GRIPPING TEETH. THE USE OF GASKETS FOR PUSH -ON PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH (E.G. FIELD LOK GASKET, FAST GRIP GASKET, TALON RJ GASKET) OR LOCKING SEGMENTS SHALL NOT BE ALLOWED AS SUBSTITUTE FOR RESTRAINED -JOINT PIPES. REFER TO SP 9-30.2(6) 15. WRAP ALL DUCTILE IRON PIPE, FITTINGS, VALVES WITH 8-MIL POLYETHYLENE CONFORMING TO AWWA C105. REFER TO SP 9-30.1(2) CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND RESTRAINED -JOINT FITTINGS. OFURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. ® ADJUST EXISTING VALVE BOX TO FINAL GRADE. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE 137 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - D"c"Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 45 SW SUNSET BLVD STA 14+02.2, 65.8 LT CONNECT TO EXISTING 12" W IE ±27.0 40 STA 14+07.4. 45' BEND 35 30 25 20 STA 14+ 15 45' BENI 10 13+75 14+00 50 45 40 35 EXISTING GROUND AT 30 25 20 15 10 13+75 14+00 IE ±27.5 SEE STA 14+40 CONNECTION PROFILE, SHEET 137. STA 15+17.0, 23.1' LT o 12" X 8" TEE IE f 27.5 SEE STA 15+20 CONNECTION PROFILE, SHEET 137. 3 r 445 LF 12" DIP 15+00 16+00 17+00 WEST SIDE WATER LINE 15+00 PROPOSED FINISH GRADE AT EXISTING GROUND AT STA 17+29.5, 14.9' LT 1" SERVICE STA 15+65.7, 25.6' RT 3 CONNECTION TO EXISTING 12" W IE f29.0 Q PROPOSED FINISH GRADE AT w xl 16+00 EAST SIDE WATER LINE SERVICE 255 LF 12" DIP 17+00 50 45 STA 17+88.6, 15.0' LT 1" SERVICE 40 35 30 25 20 15 10 18+00 18+25 50 45 40 35 30 25 20 15 10 18+00 18+25 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDI11ONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 121-122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D"c"Sig. E"""bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 Sl A 55 50 45 40 35 30 25 25 LF 12" DIP 20 18+25 60 STA 18+ FIRE HYI 55 50 45 40 35 -T 30 25 AN 20 18+25 STA 20+25.1, 15.7' LT 12" X 8" TEE IE ±38.7 S 2ND ST SEE STA 20+25 CONNECTION PROFILE, SHEET 138. IE +31.0 SEE STA 18+40 CROSSING PROFILE, SHEET 136. STA 19+87.6, 15.7' LT 1" SERVICE STA 19+31.9, 15.3' LT STA 19+36.1, 15.3' LT 90' BEND 1" SERVICE IE ±35.5 SEE S 2ND ST F 3 SHEETCROSSI136PROFlLE, X g W 19+00 JJJ �18 8" SS-1--1 STA 20+17.1, 15.7' LT 22.5- BEND (VERTICAL) SD W/ THRUST BLOCK STA 20+24.1, 15.7' LT 22.5' BEND (VERTICAL) W/ THRUST BLOCK S 2ND ST EXISTING GROUND AT i d STA 20+46.5, 15.7' LT 1" SERVICE 319 LF 12" DIP 20+00 21+00 W/ THRUST BLOCK STA 18+44.8. 24.8' RT 45- BEND (VERTICAL) PROPOSED FINISH GRADE AT W/ THRUST BLOCK STA 18+49.1, 24.8' RT Flo 12" X 12" TEE o IE f 34.8 LIP SEE STA 18+40 CROSSING wl of PROFILE, SHEET 136. to 25" COVER LJ PROPOSED 12" STORM z o� w� m �8" SS STA 19+32.0, 24.4' RT 12" CROSS IE ±35.6 xw SEE S 2ND ST CROSSING wl w� PROFILE, SHEET 136. 83' LF - INSTALL JOINT BONDS AT ALL JOINTS, ODES EVERY 20' AND 12- INSULATION SLEEVES AT EX61 END PROPOSED 12" STORM W/ THRUST BLOC STA 20+27.0, 22.4' RT 11.25- BEND (VERTICAL) W/ THRUST BLOCK 425 LF 12" DIP 19+00 20+00 EAST SIDE WATER LINE EXISTING GROUND AT 60 55 PROPOSED FINISH GRADE AT STA 21+66.2, 16.6' LT 1" SERVICE STA 21+67.7. 16.7' LT 50 1" SERVICE 45 40 35 STA 21+73.5, 16.8' LT FIRE HYDRANT ASSEMBLY STA 21+56.9, 16.4' LT 30 12" X 10" TEE IE ±40.5 SEE STA 21+55 CONNECTION PROFILE, SHEET 138. 25 STA 21+33.3, 21.4' RT 1" SERVICE STA 20+99.3, 21.9' RT 12" X B" TEE IE ±38.8 SEE STA 21+00 CONNECTION PROFILE, SHEET 137. 21 +00 20 22+00 22+50 60 STA 21+75.9, 21.2' RT 55 1" SERVICE STA 22+49.0, 20.0' RT 1" SERVICE 50 PROPOSED 12" STORM 45 40 35 30 25 20 22+00 22+50 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 55 STA 22+67.0, 18.0' LT 2" AIR & VACUUM RELEASE ASSEMBLY 50 0 0 45 4U 35 STA 22+61.8, 18.0' LT FIRE HYDRANT ASSEMBLY 30 25 20 22+50 23+00 60 55 STA 22+64.4, 19.8' RT FIRE HYDRANT ASSEMBLY wI 50 m _ 45 40 - SW VICTORIA ST PROPOSED FINISH GRADE AT w EXISTING GROUND AT OE STA 24+27.6, 16.6' LT STA 25+28.5, 1 1" SERVICE 1" SERVICE A 24+24.0, 16.7' LT STA 25+00.7, 15.2' LT iE HYDRANT ASSEMBLY 12" X 8" TEE IE + 40.3 SEE SW VICTORIA ST CONNECTION PROFILE, SHEET 136. 450 LF 12" DIP 24+00 25+00 WEST SIDE WATER LINE EXISTING GROUND AT STA 23+14.3, 18.9' RT 35 1-1/2" SERVICE STA 23+10.0. 19.1' RT STA 23+91.5, 18.4' RT 2" AIR & VACUUM RELEASE ASSEMBLY 1" SERVICE 30 25 20 22+50 23+00 SW VICTORIA ST of PROPOSED FINISH 3 GRADE AT w J PROPOSED 12" STORM 450 LF 12" DIP 24+00 25+00 EAST SIDE WATER LINE 60 HAYES PL SW 55 50 45 40 35 STA 26+27.5, 16.3' LT 12" X 8" TEE 30 IE ±37.8 SEE HAYES PL SW CONNECTION PROFILE, SHEET 137. 26+00 HAYES PL SW �I I - STA 25+67.3, 10.2' RT 1" SERVICE 26+00 25 20 27+00 60 55 50 45 40 35 -1' 30 25 20 27+00 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 1 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F 1S5986DC16 50 45 40 35 30 25 20 15 10 27+00 50 45 40 35 30 25 20 15 10 27+00 S TOBIN ST STA 28+05.8, 14.9' LT 3o STA 28+79.1, 15.8' LT PROPOSED FINISH GRADE AT CL FIRE HYDRANT ASSEMBLY 1-1/2" SERVICE STA 28+63.5, 15.5' LT Wo 3 awl 11.25- BEND (VERTICAL) x STA 28+59.5, 15.3' LT 11.25' BEND (VERTICAL) EXISTING GROUND AT Tt T CL ) 11 PROPOSED 12" SEWER 12" X 12" TEE IE ±32.5 SEE S TOBIN ST CONNECTION PROFILE, THIS SHEET. 400 LF 12" DIP 28+00 29+00 30+00 WEST SIDE WATER LINE 50 PROPOSED FINISH STA 27+81.1, 13.5' RT S TOBIN ST GRADE AT 1" SERVICE � STA 28+07.6, 14.5' RT 45 STA 28+61.6, 25.3' RT 11.25' BEND 12" X 12" TEE IE ±32.5 SEE S TOBIN ST 40 CONNECTION PROFILE, THIS SHEET. EXISTING GROUND AT 35 30 PROPOSED 12" SEWER 25 20 15 162 LF 12" DIP 10 28+00 29+00 EAST SIDE WATER LINE STA 30+07.8, 16.9' LT 1" SERVICE STA 30+09.9, 16.9' LT gp 1-1/2" SERVICE - STA 30+49.3, 16.8' LT 12" X 6" TEE IE ±30.9 SEE STA 30+50 CONNECTION PROFILE, SHEET 138. 50 STA 28+65.7, 15.5' LT STA 28+52.8, 81.8' R CONNECTION TO WEST 1" SERVICE 45 SIDE OF RAINIER AVE, STA 28+53.0, 80.3' RT THIS SHEET. 1-1/2" SERVICE STA 28+66.1, 0.2' LT 11.25' BEND 3� 40 PROPOSED FG a w - AT WATER LINE EG AT 35 WATER LINE 12" SD-4 30 STA 28+61.6, 25.3' RT 25 12" X 12" TEE CONNECTION TO EAST SIDE OF RAINIER AVE, THIS SHEET. STA 28+56.0, 57.4' RT 20 12" X 10" TEE STA 28+55.1, 64.4' RT FIRE HYDRANT ASSEMBLY STA 28- 90' BEN 15 138 LF 12" DIP 10 S TOBIN ST - CROSSING PROFILE RAINIER AVE - STA 28+60 50 45 40 35 30 25 20 15 10 31+00 50 STA 28+58.6, 106.9' RT 90' BEND 45 STA 28+57.8, 112.8' RT CONNECTION TO EXISTING 12" W 40 - - --- 35 -� 30 25 20 J 15 10 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 55 50 45 40 35 30 25 20 15 31+00 60 55 50 45 40 35 30 25 20 35+00 CONNECTION RENTON AVE EXT/AIRPORT WAY q STA 32+70.2, 16.3' LT 12" x 12" TEE IE +32.5 SEE RENTON AVE EXT CONNECTION PROFILE, SHEET 138. -+- 32+00 w� 405 LF 12" DIP 33+00 WEST SIDE WATER LINE STA 36+94.5, 16.8' LT 12" X 8" TEE IE ±42.2 SEE STA 36+95 CONNECTION PROFILE, SHEET 138. STA 36+99.8. 16.6' LT 1" SERVICE STA 37+09.6, 16.2' LT 1" SERVICE 402 LF 12" DIP 36+00 37+00 WEST SIDE WATER LINE EXISTING GROUND AT q PROPOSED FINISH GRADE AT q 34+00 12" X 8" TEE IE f34.2 SEE STA 34+30 CONNECTION PROFILE, SHEET 138. STA 34+05.9. 16.6' LT 55 50 45 40 35 30 25 20 15 35+00 60 55 PROPOSED FINISH GRADE AT EXISTING GROUND AT q -------------- 50 45 n 40 STA 38+37.8, 13.0' LT Q 1" SERVICE 35 w� 30 25 20 38+00 39+00 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 126-127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN — IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D"c"Sig. E—bp" ID: 96C79925-D8 4M-BD89F lS5986DC16 65 60 55 EXISTING GROUND AT q i L------ 50 45 40 STA 39+41.0, 12.6' LT FIRE HYDRANT ASSEMB 35 30 25 39+00 40+00 NW 3RD PL PROPOSED FINISH GRADE AT � STA 40+84.9, 14.5' LT 12" X 12" TEE IE +49.7 SEE NW 3RD PL CONNECTION PROFILE, SHEET 138. 310 LF 12" DIP 41 +00 WEST SIDE WATER LINE 55 55 55 STA 19+31.9, 15.3' LT STA 18+49.0, 15.1' LT 50 90' BEND 50 50 90' BEND CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 132. CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 132. STA 19+31.9, 7.0' LT 11.25' BEND (VERTICAL) STA 18+49.1, 24.8' RT 45 12" X 12" TEE 45 PROPOSED FG CONNECTION TO EAST SIDE LEGAT LINE OF RAINIER AVE, SHEET 132. 40 NE 40 40 --- -- PROPOSED FG AT WATER LINE 3r EG AT - - - - - - - - - WATER LINE 35 35 35 r1a" so �� STA 19+32.0, 24.4' RT 12" CROSS 4 CONNECTION TO EAST 30 30 30 SIDE OF RAINIER AVE, g SHEET 132. N STA 1814H5RT wl 45' BEND (VERTICAL) 25 W/ THRUST BLOCK 25 25 i STA 18+49.0, 9.9' RT 45' BEND (VERTICAL) W/ THRUST BLOCK 20 20 20 40 LF 12" DIP 15 15 15 STA 18+40 - CROSSING PROFILE PLAN SHEET 123 105 LF 12" DIP S 2ND ST - CROSSING PROFILE RAINIER AVE - STA 19+40 PLAN SHEET 123 STA 41+89.5, 12.4' LT 1" SERVICE 65 65 65 STA 42+07.5, 23.7' LT 11.25' BEND (VERTICAL) 60 W/ THRUST BLOCK 60 Ed xl 60 55 55 55 50 50 4 50 STA 42+07.9, 12.2' LT 12" TEE W/ WILY END PLUG N IE f51.8 45 45 �� w 45 40 40 STA 42+06.9, 40.2' LT 40 90' BEND ROTATED DOWN 35 35 35 STA 42+14.5, 40.8' LT CONNECTION TO EXISTING 12" W 30 30 IE ±53.2 I 30 44 LF 12" DIP 25 25 25 42+00 42+15 --- — -- ... --- ....— -- --- — ---- RAINIER AVE - STA 42+00 PLAN SHEET 128 55 60 60 STA 25+00.7, 15.2' LT 12" X 8" TEE CONNECTION TO WEST SIDE 50 55 OF RAINIER AVE, SHEET 133. 55 PROPOSED FG AT WATER LINE STA 25+00.5, 68.0' 45 50 8" POLYPIG STATION EG AT WATER LINE 40 45 _ _ _ ---------- 45 12" SD� 35 40 40 r of �� • 30 35 w 35 25 30 w l w w STA 25+00.5, 64.0' LT STA 19+34.4, 89.1' RT FIRE HYDRANT ASSEMB CONNECTION TO 12" DI (COMPLETED BY DOWNTOWN U1ILITY IMPROVEMENTS PROJECT) 25 25 56 LF 12" DIP 15 20 20 SW VICTORIA ST - CONNECTION PROFILE RAINIER AVE - STA 25+00 PLAN SHEET 124 0 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 60 55 50 45 40 18" 35 30 25 20 STA 26+64.4, 104.3 - PROPOSED FG 8" POLYPIG STATION AT WATER LINE STA 26+27.5, 20.0' LT STA 26+60.3, 101.4' LT 11.25- BEND (VERTICAL) FIRE HYDRANT ASSEMBL` STA 26+27.5, 26.2' LT STA 26+53.5, 96.4' LT 11.25- BEND (VERTICAL) 1" SERVICE 12" SD -DI , ww a /t EG AT WATER LINE STA 26+27.4, 77.1' LT A 45' BEND ROTATED UP 3� STA 26+27.5, 55.8' LT 11.25' BEND - VERTICAL W/ THRUST BLOCK STA 26+27.5, 16.3' LT 12" X 8" TEE CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 133. 114 LF 8" DIP HAYES PL SW - CONNECTION PROFILE 60 55 50 45 40 35 30 25 20 50 50 STA 14+39.5, 38.8' LT 12" X 8" TEE 45 CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 131. 40 STA 14+44.0, 58.3' LT CONNECT TO EXIST 8" W �� of 35 o 35 - 7 V -- 30 30 25 25 �I 20 w� 20 15 15 21 LF 8" DIP 10 10 STA 14+40 - CONNECTION PROFILE 50 50 STA 15+17.0, 23.1' LT 12" X 8" TEE CONNECTION TO WEST SIDE 45 OF RAINIER AVE, SHEET 131. 40 40 I� 35 35 w�o 30 �12" 30 25 25 20 o STA 15+19.5, 42.2' LT CONNECT TO EXIST 8" W 15 15 20 LF 8" DIP 10 10 STA 15+20 - CONNECTION PROFILE 60 60 STA 20+99.3, 21.9' RT 12" X 8" TEE 55 CONNECTION TO EAST SIDE OF RAINIER AVE, SHEET 132. 50 wl 50 STA 20+98.9, 44.4' RT of ICI CONNECT TO EXIST 8" W 45 - -- 45 40 ✓ 40 35 3Q wo 35 30 30 25 25 23 LF 8" DIP 20 20 STA 21+00 -CONNECTION PROFILE RAINIER AVE - STA 26+25 PLAN SHEET 121 PLAN SHEET 122 PLAN SHEET 123 PLAN SHEET 124 55 55 STA 30+64.5, 67.9' RT CONNECTION TO EXISTING 10" W 50 CONNECTION TO EAST SIDE OF 50 RAINIER AVE, SEE PLAN SHEET 125. STA 31+88.0, 285.2' RT CONNECTION TO EXISTING 10" WATER STA 30+74.5, 67.6' RT CONNECTION TO SOUTH SIDE OF 45 10" 90' BEND AIRPORT WAY, SEE PLAN SHEET 130. 45 ROTATED STA 31+89.5, 275.9' RT 40 10" 90' BEND 40 STA 32+04.0, 277.8' RT PROPOSED FG TEE AT WATER LINE w EG AT EG 35 WATER LINE ----------- �_ a 35 12' SD -DI -------____ x 30 30 25 25 STA 30+94.5, 44.5' RT FIRE HYDRANT ASSEMBLY STA 32+06.9. 69.6' RT STA 32+26.0, 115.8' RT w STA 31+46.6, 44.6' RT 45' BEND 12" 22.5' BEND 20 STA 30+74.5, 44.5' RT 12"x10" TEE 12" 22.5' BEND 12" 20 10 LF 375 LF 12" DIP 25 LF 10" DIP 10" DIP 15 15 AIRPORT WAY AND RAINIER AVE S - SOUTHEAST CORNER CONNECTION PROFILE o 10 20 40 sa PLAN SHEETS 125-126, 130 SCALE IN FEET D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 50 STA 32+70.2. 16.3' LT 50 55 55 70 70 12" x 12" TEE STA 40+84.9, 14.5' LT CONNECTION TO WEST SIDE STA 34+32.3. 16.6' LT 12" X 12" TEE OF RAINIER AVE, SHEET 135. 12" X 8" TEE CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 136. 45 45 50 OF RAINERNAVE, TO VSH SHEST EET DE 50 65 STA 40+85.4, 30.4' LT 65 STA 32+70.2, 27.3' LT 11.25' BEND (VERTICAL) 22.5' BEND (VERTICAL) W/ THRUST BLOCK STA 32+70.1, 79.1' LT W/ THRUST BLOCK 22' BEND ROTATED DOWN PROPOSED FG 40 40 45 AT WATER LINE 45 60 PROPOSED FG 60 IF EG AT EG AT AT WATER LINE �ww PROPOSED FG WATER LINE WATER LINE AT WATER LINE ww wlI EG AT _ 1 w awh WATER LINE 12" SD 35 ----- 35 40--i2-so-ol 40 55 55 Li 30 w 30 35 35 50 50 N�w STA 32+66.1 86.6' LT 3 w 8" SS wl� m 11.25' BEND (VERTICAL) y� 3� �� 25 o W/ THRUST BLOCK 25 30 wW w 30 45 w 3< 45 24" SD 3 � STA 40+85.5 36.1' LT wo wo STA 32+44.9, 127.1' LT 22.5' BEND (VERTICAL) wI FIRE HYDRANT ASSEMBLY W/ THRUST BLOCK 20 20 25 STA 34+32.2, 54.4' LT 25 40 40 CONNECT TO EX 8" W STA 40+86.7. 76.3' LT STA 32+39.9, 136.2' LT FIRE HYDRANT ASSEMBLY 12" POLYPIG STATION STA 40+86.9. 82.9' LT 12" POLYPIG STATION 15 15 20 20 35 35 130 LF 12" DIP 40 LF 8" DIP 70 LF 12" DIP 10 10 15 15 30 30 RENTON AVE EXT - CONNECTION PROFILE STA 34+30 - CONNECTION PROFILE NW 3RD PL - CONNECTION PROFILE RAINIER AVE - STA 32+70 PLAN SHEET 126 RAINIER AVE - STA 40+85 PLAN SHEET 126 PLAN SHEET 128 60 STA 20+25.1. 15.7' LT 60 60 60 50 STA 30+49.3, 16.8' LT 50 60 STA 36+94.5, 16.8' LT 60 12" X 8" TEE STA 21+56.9. 16.4' LT 12" X 6" TEE 12" X 8" TEE CONNECTION TO WEST SIDE 12" X 10" TEE CONNECTION TO WEST SIDE CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 132. CONNECTION TO WEST SIDE OF RAINIER AVE, SHEET 134. OF RAINIER AVE, SHEET 135. 55 STA 20+25.1, 30.5' LT 45' BEND (VERTICAL) 55 55 OF RAINIER AVE, SHEET 132. 45 STA 30+49.4, 34.6' LT 22.5' BEND (VERTICAL) 45 55 STA 36+94.7, 25.3' LT 55 W/ THRUST BLOCK W/ THRUST BLOCK 11.25' BEND (VERTICAL) STA 20+25.0, 33.5' LT 3w W/ THRUST BLOCK 45' BEND (VERTICAL) 2STA 30+49.4, 61.7' LT 3 x STA 36+95.4, 47.7' LT 50 W/ THRUST BLOCK 50 50 50 40 to �w CONNECT TO EXIST 6" W 50 CONNECT TO EXISTING 8" W PROPOSED FG AT WATER LINE, TYP xo EG AT WATER wI w II 45 LINE, TYP 45 --� l 45 35 -- - 35 45 45 40 -JUT STA 20+25.0. 55.9' LT 8" CAP W/ TEMPORARY BLOW -OFF VALVE 40 x 40 30 4 30 40 I� wJr22_5T 36+95.2. 43.2' LT STA 30+49.4, 56.9' LT ��' BEND (VERTICAL) 22.5' BEND (VERTICAL) woHRUST BLOCK W/ THRUST BLOCK 35 35 35 35 25 24" SD 35 3� 35 12 SD �� 3m h STA 30+49.3, 41.T LT EX 8" SEWER 3wx wo Q 22.5' BEND (VERTICAL) 3<= W/ THRUST BLOCK I" w w� STA 36+95.1, 38.1' LT 30 TO BE RELINED 30 30 Flo 30 20 m o z 20 30 22.5' BEND (VERTICAL) STA 21+56.6, 34.2' LT p W/ THRUST BLOCK CONNECT TO EXIST 10" W STA 30+49.3, 25.3' LT STA 36+94.9, 32.3' LT 11.25' BEND (VERTICAL) 22.5' BEND (VERTICAL) 25 25 25 25 15 W/ THRUST BLOCK 15 25 W/ THRUST BLOCK 40' LF 18 LF 45 LF 32 LF 8" DIP 10" DIP 6" DIP 8" DIP 20 20 20 20 10 10 20 20 STA 20+25 - CONNECTION PROFILE STA 21+55 - CONNECTION PROFILE STA 30+50 - CONNECTION PROFILE STA 36+95 - CONNECTION PROFILE PLAN SHEET 123 PLAN SHEET 123 PLAN SHEET 125 PLAN SHEET 127 0 10 20 40 60 SCALE IN FEET D... Sig. E-bp" ID: 96C79925-D8 4M-BD89F lS5986DC16 I J u coEX12°CIW 3 EX I— LLI---w_ co) —w 4 cn w - cn INSTALL CONC DEAD —MAN ----- BLOCK ON EX 12" W = NEW 12" DI W VER7ICAL CROSS PER W- -CDR STANDARD PLAN — A W— NO. 300.6 RAINIER AVE S TESTING DETAIL CONNECTION 1 AND 1A Il�yl SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 121 PROFILE SHEET 131 "tea w—w J EX 12" Cl W W— w— w Wm NEW 12" DI W / RAINIER AVE S TESTING DETAIL CONNECTION 2 SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 122 PROFILE SHEET 131 INSTALL CONIC DEAD —MAN BLOCK RAINIER AVE S ON EX 12" W AND SHACKLE TO VERTICAL CROSS PER EX 12" WV PRIOR TO REMOVAL I COR STANDARD PLAN OF 12" DI W TO NORTH NO. 300.6. ---wX — DI W� wl INSTALL PLUG ON EX 12"—WV�PRIOR TO REMOVING EX 12" Cl W TO NORTH D1 L\ TESTING DETAIL CONNECTION 3 SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 122 PROFILE SHEET 131 D2 CONNECTION 1 TO EX a EX8"DIW WATER MAIN. CUT AND C CAP EX 12" W TO NORTH. o EX 12" DI W EX 8" WV TO BE REMOVED. I CONNECTION 1A TO m CUT AND CAP EX 12" W. 3 EX WATER MAIN H Lu _ —_ Z / 41 SHACKLE SLEEVE AND EX 12" Cl W TO BE ABANDONED — —_ BEND TO CONC DEAD —MAN BLOCK NEW 8" DI W--A W— NEW 12" DI W / RAINIER AVE S FINAL CONNECTION 1 AND 1A DETAIL Z SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 121 PROFILE SHEET 131 EX 8" DI EX 8" WV TO BE REMOVED. EX 6" WV TO —CUT AND CAP EX 12" W. --\ ---- BE ABANDONED CONNECTION 2 TO EX WATER MAIN EX 12" WV TO BE ABANDONED EX12"CIW NEW 8" DI W TO BE ABANDONED W- w�� w T Munn" wm NEW 12" DI W—/ RAINIER AVE S FINAL CONNECTION 2 DETAIL Z SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 122 PROFILE SHEET 131 CONIC DEAD —MAN BLOCK, SHACKLED TO EX GV NEW 12" DI W EX 12" DI W w � w CONNECTION 3 TO EX 12" WATER VALVE WITH 12" DI SPOOL, 12" FLxMJ COUPLING, AND 12" SLEEVE. — D1 REMOVE TWO (2) EX 12° WS (N & RAINIER AVE S W). REMOVE EX 12" TEE. CAP AND ABANDON EX 12" W TO WEST. NEW 12" DI W o D2 II o FINAL CONNECTION 3 DETAIL SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 122 PROFILE SHEET 131 IF WATER CONNECTION GENERAL NOTES 1. THESE CONNECTION DETAILS ARE INTENDED TO SHOW THE ANTICIPATED FINAL PIPE AND FITTING CONFIGURATION AT EACH CONNECTION LOCATION AND FOR CLARITY DO NOT INCLUDE ALL EXISTING AND PROPOSED UTILITIES AND IMPROVEMENTS. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. SEE SP 7-09.3(19) 3. PRIOR TO ORDERING ADAPTORS AND FITTINGS REQUIRED FOR THE CONNECTIONS, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT TO CONFIRM EXISTING CONDITIONS AND TO DETERMINE SPECIFIC FITTING REQUIREMENTS. SEE SP 7-09.3(19) 4. SEE RENTON STANDARD PLANS 300.5 AND 300.6 FOR CONFIGURATION OF POLY PIG STATION AND TEMPORARY THRUST BLOCKING TO BE USED DURING CLEANING, DISINFECTING AND TESTING THE NEW WATER MAIN PRIOR TO MAKING THE FINAL CONNECTION. 5. THE FINAL CONNECTION TO THE EXISTING WATER MAIN SHALL BE MADE BY THE CITY OF RENTON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE FINAL CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION AFTER THE CONNECTION HAS BEEN MADE. SEE SPECIAL PROVISIONS, SP 7-09.3(19) NEW 12" DI W VERTICAL CROSS PER CDR STANDARD PLAN NO. 300.6 CONNECTION 4 TO EX WATER MAIN. p REMOVE CAP AND THRUST BLOCK z a N LJ N �l EX 12" DI BY DOWNTOWN UTILITY IMPROVEMENTS PROJECT FINAL CONNECTION 4 DETAIL SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 123 PROFILE SHEET 136 0 5 10 20 30 SCALE IN FEET D... Sig. E-bp. ID: 96C79925-D8 4M-BD89F 1S5986DC16 NEW 12" DI W �W—W ��WmimiiI wow- EX 12" Cl W J w INSTALL CONC DEAD -MAN BLOCK ON EX 8" W AND RESTRAIN TO END CAP PRIOR TO REMOVAL OF 8" W TO WEST. RAINIER AVE S EX8"DIW�� TESTING DETAIL CONNECTION 5 SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 123 PROFILE SHEET 137 WE NEW 12" DI W �W-yy __L CUT AND CAP EX 12" Cl NEW 8" DI RAINIER AVE S EX 8" WV AND TEE SHACKLE SLEEVE TO CONC CONNECTION 5 TO EX WATER DEAD -MAN CLOCK EX8"DIW FINAL CONNECTION 5 DETAIL Z SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 123 PROFILE SHEET 137 v p uv L, EX 6" DI W ,4� �� W INSTALL 10" PLUG ON NORTH SIDE OF EX TEE v EX10"DIW EX 10" DI w w EX 6" WV TO BE ABANDONED Q EX10"DIW Q 4 EX 6=CI W TO BE ABANDONEDt EX6"CIWJ u WSW z WWI NEW 12" DI IN RAINIER AVE S TESTING DETAIL CONNECTION 6 Z SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 123 PROFILE SHEET 138 (2) EX WV AND TEE TO BE REMOVED. CUT AND CAP EX 6" W 0" DI W WE AND ABANDON EX 10" DI W ON 6 TO EX WATER MAIN - SLEEVE AND DI SPOOLS NEW 12" DI W ' RAINIER AVE S FINAL CONNECTION 6 DETAIL SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS �v PLAN SHEET 123 PROFILE SHEET 138 co co) J) W EX 10" DI W W EX 10" DI W CONNECTION 7 TO EX WATER MAIN. ❑> REMOVE EX TEE, & BLOCKING.L� CUT AND CAPP 1 EX 12" W. CONNECTION 7A TO EX WATER MAIN. QEX 10" Cl W 4 Q a SHACKLE BEND TO CONC DEAD -MAN BLOCK. I Ix INSTALL CONIC DEAD -MAN BLOCK ON EX 12" W " " M M - ,, z M EX 12" Cl W mmmm*W — IMMUNE W VERTICAL CROSS PER COR STANDARD PLAN VEX 12" CI W NEW 12" DI W I NO. 300.6 S TOBIN ST TESTING DETAIL CONNECTION 7 & 7A SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 125 PROFILE SHEET 134 CAP AND ABANDON EX 12" W TO WEST OF CUT -IN —NEW 10" DI W NEW 12" DIW I S TOBIN ST FINAL CONNECTION 7 & 7A DETAIL SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 125 PROFILE SHEET 134 WI 4 Q M EX 12" CI W WATER CONNECTION GENERAL NOTES 1. THESE CONNECTION DETAILS ARE INTENDED TO SHOW THE ANTICIPATED FINAL PIPE AND FITTING CONFIGURATION AT EACH CONNECTION LOCATION AND FOR CLARITY DO NOT INCLUDE ALL EXISTING AND PROPOSED UTILITIES AND IMPROVEMENTS. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. SEE SP 7-09.3(19) 3. PRIOR TO ORDERING ADAPTORS AND FITTINGS REQUIRED FOR THE CONNECTIONS, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT TO CONFIRM EXISTING CONDITIONS AND TO DETERMINE SPECIFIC FITTING REQUIREMENTS. SEE SP 7-09.3(19) 4. SEE RENTON STANDARD PLANS 300.5 AND 300.6 FOR CONFIGURATION OF POLY PIG STATION AND TEMPORARY THRUST BLOCKING TO BE USED DURING CLEANING, DISINFECTING AND TESTING THE NEW WATER MAIN PRIOR TO MAKING THE FINAL CONNECTION. 5. THE FINAL CONNECTION TO THE EXISTING WATER MAIN SHALL BE MADE BY THE CITY OF RENTON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE FINAL CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION AFTER THE CONNECTION HAS BEEN MADE. SEE SPECIAL PROVISIONS, SP 7-09.3(19) RAINIER AVE S NEW 12" DI W VERTICAL CROSS PER CDR STANDARD PLAN NO. 300.E 1 INSTALL CONC DEAD -MAN BLOCK ON EX 10" W EX10"DIW TESTING DETAIL CONNECTION 8 SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 125 PROFILE SHEET 137 RAINIER AVE S NEW 12" DI W �W- W CONNECTION 8 TO EX WATER MAIN 10" DI W EX 10" DI CONCKLE DEBD TO ADE MAN BLOCK w � FINAL CONNECTION 8 DETAIL 4 SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 125 PROFILE SHEET 137 0 5 10 20 30 SCALE IN FEET D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 NEW 12" DI W } Q H FY O a w Q EX 10" DI W TO BE REMOVED I*] SHACKLED CONIC DEAD -MAN ' BLOCK TO BEND o rn VERTICAL CROSS PER COR STANDARD PLAN NO .L CONC MAN BLOCK 10" W EX10"DIW M �J } Q Z H O IL NEW 12" DI W Q m NEW 10" DI W CONNECTION 9 TO EX WATER MAIN TESTING DETAIL CONNECTION 9 Z FINAL CONNECTION 9 DETAIL Z SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 130 PLAN SHEET 130 PROFILE SHEET 137 PROFILE SHEET 137 3 EX8"DIW EX 8" DI W EX 8" DI W TO BE ABANDONED INSTALL 8" PLUG ON EX 8" WV #TO BE ABANDONED CONNECTION 10 TO EX WATER MAIN WITH 8" SLEEVE AND DI SPOOLS Fl EX 8" DI W a EX 12" DI W TO BE CAPPED AND ABANDONED AND TEE TO III- w —w REMOVED Fl;k- II'I �Fff1f .., , 7/fhFh�� Li _WON W wwwwwwW RAINIER AVE N NEW 12" DI W 34 TESTING DETAIL CONNECTION 10 Z SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 126 PROFILE SHEET 138 womaW Ll 02.8 34 FINAL CONNECTION 10 DETAIL Awba Z SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 126 PROFILE SHEET 138 m m WATER CONNECTION GENERAL NOTES 1. THESE CONNECTION DETAILS ARE INTENDED TO SHOW THE ANTICIPATED FINAL PIPE AND FITTING CONFIGURATION AT EACH CONNECTION LOCATION AND FOR CLARITY DO NOT INCLUDE ALL EXISTING AND PROPOSED UTILITIES AND IMPROVEMENTS. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. SEE SP 7-09.3(19) 3. PRIOR TO ORDERING ADAPTORS AND FITTINGS REQUIRED FOR THE CONNECTIONS, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT TO CONFIRM EXISTING CONDITIONS AND TO DETERMINE SPECIFIC FITTING REQUIREMENTS. SEE SP 7-09.3(19) 4. SEE RENTON STANDARD PLANS 300.5 AND 300.6 FOR CONFIGURATION OF POLY PIG STATION AND TEMPORARY THRUST BLOCKING TO BE USED DURING CLEANING, DISINFECTING AND TESTING THE NEW WATER MAIN PRIOR TO MAKING THE FINAL CONNECTION. 5. THE FINAL CONNECTION TO THE EXISTING WATER MAIN SHALL BE MADE BY THE CITY OF RENTON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE FINAL CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION AFTER THE CONNECTION HAS BEEN MADE. SEE SPECIAL PROVISIONS, SP 7-09.3(19) 12" DI W - D33C -INSTALL CONIC DEAD -MAN BLOCK ON EX 12" W VERTICAL CROSS PER CDR STANDARD PLAN NO. 300.6 RAINIER AVE N NEW 12" DI W TESTING DETAIL CONNECTION 11 j4LZ SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 128 PROFILE SHEET 136 EX 12" DI W TO BE ABANDONED NEW 12" DI 11 4� CONNECTION 11 TO EX WATER MAIN w D33C SHACKLED CONC DEAD -MAN BLOCK TO BEND. CAP EX 12" DI TO SOUTH RAINIER AVE N FINAL CONNECTION 11 DETAIL SEE COR STANDARD PLAN NO. 300.5 FOR ADDITIONAL DETAILS PLAN SHEET 128 PROFILE SHEET 136 0 5 10 20 30 SCALE IN FEET D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 1 RENTON VETERINARY HOSPITAL DY'S HOM VISHING 0 20 40 80 120 SCALE IN FEET CONSTRUCTION NOTES FURNISH AND INSTALL 4-INCH DIAMETER HOPE WATER BYPASS FOR O1 TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL SIZE AND LOCATION FOR WATER BYPASS PIPE. MAINTAIN 30" MIN COVER. CONSTRUCT TEMPORARY FIRE HYDRANT ASSEMBLY AND CONNECT TO OEXISTING MAIN. CONTRACTOR SHALL COORDINATE WITH FIRE DEPARTMENT TO DETERMINE FINAL LOCATION FOR TEMPORARY FIRE HYDRANT. VERIFY EXISTING SERVICE SIZE TO EXISTING METER AND CONNECT 03 TEMPORARY SERVICE LINE FROM TEMPORARY BYPASS LINE TO FRONT SIDE OF EXISTING METERS. WATER BYPASS GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT ALL WATER BYPASS PIPE WITH 30" MINIMUM COVER. NO PORTION OF THE WATER BYPASS SYSTEM WILL BE PERMITTED ABOVE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, PROTECTING, AND REPAIRING THE WATER BYPASS SYSTEM FOR THE DURATION OF ITS OPERATION. 2. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF ALL EXISTING WATER SERVICES AND, IN NECESSARY, PROVIDE ADDITIONAL CONNECTIONS NOT SHOWN ON THESE PLANS. 3. WATER BYPASS MAINS, TEMPORARY FIRE HYDRANTS, AND ASSOCIATED APPURTENANCES SHOWN ARE SCHEMATIC, NOT TO SCALE. AND PROVIDED FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ROUTING THE WATER BYPASS SYSTEM TO COORDINATE MATH CONSTRUCTION ACTIVITIES, AND TO MEET ALL CONTRACT REQUIREMENTS. NO PORTION OF THE WATER BYPASS SYSTEM SHALL BE LOCATED OUTSIDE CITY RIGHT-OF-WAY AND PERMANENT EASEMENT BOUNDARIES. 4. CONTRACTOR SHALL MAINTAIN FIRE FLOW AND SERVICE CONNECTIONS TO BUSINESSES AT ALL TIMES. WHERE EXISTING SYSTEM IS IN CONFLICT MATH CONSTRUCTION OF NEW WATER SYSTEM OR OTHER CONSTRUCTION, CONTRACTOR SHALL PROVIDE TEMPORARY WATER BYPASS SYSTEM UNTIL NEW MAIN HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHOD OF CONSTRUCTION FOR ALL WATER BYPASS PIPE INCLUDING SIZE AND TYPE FOR ALL FITTINGS, CONNECTIONS TO EXISTING MAINS, CONNECTIONS TO EXISTING METERS, AND TEMPORARY FIRE HYDRANT ASSEMBLIES. WATER SERVICE TO BUILDINGS WITH FIRE SPRINKLER SYSTEMS MUST BE MAINTAINED DURING CONSTRUCTION OF WATER MAIN IMPROVEMENTS. 6. THE WATER BYPASS MAIN, ALL ASSOCIATED CONNECTIONS, AND EXTENSIONS SHALL BE HDPE PER SPECIFICATIONS. 7. THE WATER BYPASS MAIN, ALL ASSOCIATED CONNECTIONS, AND EXTENSIONS SHALL BE PRESSURE TESTED AND DISINFECTED PER SPECIFICATONS. 8. FURNISH AND INSTALL VALVES AT ALL LOCATIONS WHERE TEMPORARY HOPE SERVICE LINES CONNECT TO EXISTING MAINLINES. 9. FOR CONSTRUCTION OF NEW WATER MAINS, SERVICES, AND HYDRANTS, SEE WATER PLANS AND PROFILES, SHEETS 121-138. 10. CONTRACTOR SHALL COORDINATE MATH CITY OF RENTON REGARDING NOTIFICATION TO RESIDENTS AND BUSINESSES PRIOR TO PLANNED WATER SERVICE INTERRUPTION FOR CONNECTIONS TO TEMPORARY WATER BY -PAS LINES. 11. BACKFILL FOR WATER BYPASS SYSTEM TRENCHING SHALL BE COMPACTED GRAVEL BORROW OR SUITABLE NATIVE MATERIAL. THE CONTRACTOR SHALL REPAIR ALL DRIVING SURFACES AND PEDESTRIAN WALKWAYS OUTSIDE THE WORK ZONE EXTENTS WITH TEMPORARY PAVING. WATER BYPASS LEGEND w EXISTING WATER --dwB---VB- HOPE WATER BYPASS, SEE WATER BYPASS CONSTRUCTION NOTES APPROXIMATE EXTENTS OF EXISTING WATER MAIN TO BE REMOVED FROM SERVICE D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 ,2 ARCO Oy AM/PM 2GF CONNECT TO EXISTING 33 34 I ' I I —RENTON LAUNDRY 3 �va�ya 35 36 04, A MATHEWSON'S AUTOMOTIVE I 37 38 3 2 \\co J� DO BOXING 1E7 GERBER COLLIE --___ & GLASS RAINIER AVE CONNECT TO EXISTING MAIN 41 42 CONSTRUCTION NOTES FURNISH AND INSTALL 4—INCH DIAMETER HDPE WATER BYPASS FOR O1 TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL SIZE AND LOCATION FOR WATER BYPASS PIPE. MAINTAIN 30" MIN COVER. CONSTRUCT TEMPORARY FIRE HYDRANT ASSEMBLY AND CONNECT TO OEXISTING MAIN. CONTRACTOR SHALL COORDINATE WITH FIRE DEPARTMENT TO DETERMINE FINAL LOCATION FOR TEMPORARY FIRE HYDRANT. VERIFY EXISTING SERVICE SIZE TO EXISTING METER AND CONNECT O3 TEMPORARY SERVICE LINE FROM TEMPORARY BYPASS LINE TO FRONT SIDE OF EXISTING METERS. WATER BYPASS LEGEND w EXISTING WATER PLAN y�8�wa� HDPE WATER BYPASS, SEE WATER BYPASS __4 CONSTRUCTION NOTES APPROXIMATE EXTENTS OF EXISTING WATER MAIN 0 20 40 80 120 TO BE REMOVED FROM SERVICE SCALE IN FEET BYPASS GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT ALL WATER BYPASS PIPE WITH 30" MINIMUM COVER. NO PORTION OF THE WATER BYPASS SYSTEM WILL BE PERMITTED ABOVE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, PROTECTING, AND REPAIRING THE WATER BYPASS SYSTEM FOR THE DURATION OF ITS OPERATION. 2. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF ALL EXISTING WATER SERVICES AND, IN NECESSARY, PROVIDE ADDITIONAL CONNECTIONS NOT SHOWN ON THESE PLANS. 3. WATER BYPASS MAINS, TEMPORARY FIRE HYDRANTS, AND ASSOCIATED APPURTENANCES SHOWN ARE SCHEMATIC, NOT TO SCALE. AND PROVIDED FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ROUTING THE WATER BYPASS SYSTEM TO COORDINATE WITH CONSTRUCTION ACTIVITIES, AND TO MEET ALL CONTRACT REQUIREMENTS. NO PORTION OF THE WATER BYPASS SYSTEM SHALL BE LOCATED OUTSIDE CITY RIGHT—OF—WAY AND PERMANENT EASEMENT BOUNDARIES. 4. CONTRACTOR SHALL MAINTAIN FIRE FLOW AND SERVICE CONNECTIONS TO BUSINESSES AT ALL TIMES. WHERE EXISTING SYSTEM IS IN CONFLICT WITH CONSTRUCTION OF NEW WATER SYSTEM OR OTHER CONSTRUCTION, CONTRACTOR SHALL PROVIDE TEMPORARY WATER BYPASS SYSTEM UNTIL NEW MAIN HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHOD OF CONSTRUCTION FOR ALL WATER BYPASS PIPE INCLUDING SIZE AND TYPE FOR ALL FITTINGS, CONNECTIONS TO EXISTING MAINS, CONNECTIONS TO EXISTING METERS, AND TEMPORARY FIRE HYDRANT ASSEMBLIES. WATER SERVICE TO BUILDINGS WITH FIRE SPRINKLER SYSTEMS MUST BE MAINTAINED DURING CONSTRUCTION OF WATER MAIN IMPROVEMENTS. 6. THE WATER BYPASS MAIN, ALL ASSOCIATED CONNECTIONS, AND EXTENSIONS SHALL BE HDPE PER SPECIFICATIONS. 7. THE WATER BYPASS MAIN, ALL ASSOCIATED CONNECTIONS, AND EXTENSIONS SHALL BE PRESSURE TESTED AND DISINFECTED PER SPECIFICATIONS. 8. FURNISH AND INSTALL VALVES AT ALL LOCATIONS WHERE TEMPORARY HDPE SERVICE LINES CONNECT TO EXISTING MAINLINES. 9. FOR CONSTRUCTION OF NEW WATER MAINS, SERVICES, AND HYDRANTS, SEE WATER PLANS AND PROFILES, SHEETS 121-138. 10. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON REGARDING NOTIFICATION TO RESIDENTS AND BUSINESSES PRIOR TO PLANNED WATER SERVICE INTERRUPTION FOR CONNECTIONS TO TEMPORARY WATER BY —PAS LINES. 11. BACKFILL FOR WATER BYPASS SYSTEM TRENCHING SHALL BE COMPACTED GRAVEL BORROW OR SUITABLE NATIVE MATERIAL. THE CONTRACTOR SHALL REPAIR ALL DRIVING SURFACES AND PEDESTRIAN WALKWAYS OUTSIDE THE WORK ZONE EXTENTS WITH TEMPORARY PAVING. D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES CONSTRUCTION NOTES ❑1 SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET STRUCTURE DESCRIPTION HH01B 14+21.6 64.6' RT PSE SINGLE PHASE HANDHOLE, 23.25"X32.75" CV01 14+80.8 62.2' RT COMCAST VAULT, 17"x3O" HH01A 14+93.8 62.9' RT PSE THREE PHASE CONC HANDHOLE 32"X44" CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 PLAN z L 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES CONSTRUCTION NOTES ❑1 SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET STRUCTURE DESCRIPTION CV02 15+51.0 61.6' RT COMCAST VAULT, 17"00" HH02A 15+66.1 60.5' RT PSE THREE PHASE CONIC HANDHOLE 32"X44" CLO1 15+69.0 65.0' RT CENTURYLNK 3048 VAULT CHH01 15+97.0 55.9' RT COMCAST HANDHOLE HH03A 16+02.3 55.4' RT PSE THREE PHASE CONC HANDHOLE 32"x44" FB01 16+08.4 63.1' LT PSE FIBER VAULT, 27"x62.5" CL02 16+11.3 62.8' LT CENTURYLINK 25-TA VAULT CV03 16+15.4 52.7' LT COMCAST VAULT, 24"x36" J02 16+16.3 59.4' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"x84" CV04 16+96.1 60.0' RT COMCAST VAULT, 17"x30" HH04A 17+00.7 60.9' RT PSE HANDHOLE, 32"x44" V02A 17+05.0 65.3' RT PSE THREE PHASE TRANSFORMER, 56"x66" CLO3 17+18.1 62.7' RT CENTRUYLNK 25-TA VAULT CV05 17+71.4 62.0' RT COMCAST VAULT, 17"00" HH05A 17+76.6 62.1' RT PSE SINGLE PHASE CONIC HANDHOLE 30"X30" PV02 18+06.3 56.4' LT PSE PULL VAULT 70"X136" CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN j 251 RRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E-bpe ID: 96C79925-D8 4M-BD89F lS5986DC16 m �i .;�� r ki�i •,I RAINIER AVE S 21+00 1 JUT TO GO UNDER PROPOSED HH07A WATER PIPE IF IN CONFLICT ��ssa�l4r'ir��►s■�r.3�1'� �1�1�� gill - ��"04� `�� law IS�+er�r��/f �\ i -= -_ 'ilk • I �.. NARY �� `� ♦�� " HOSPITAL PV03 go GRAVITY SPOTTS t I 3 TIME + I CV07 I o k: J P 1 FB02 c� M J05 CV09 aJ 1 3 O J06 BUDDY'S HOME I o VACANT I FURNISHING N I JUT TO GO UNDER PROPOSED 8" SS CONSTRUCTED BY N I SS I STORM PIPE IF IN CONFLICT DOWNTOWN UTILITY IMPROVEMENT PROJECT d u I I T I CV10 12" W CONSTRUCTED BY DOWNTOWN UTILITY L - IMPROVEMENT PROJECT I I � PLAN z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES CONSTRUCTION NOTES ❑1 SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET STRUCTURE DESCRIPTION CVI1 21+15.6 53.0' LT COMCAST VAULT, 36"08" CL09 21+46.4 34.5' RT CENTURYUNK ADA REPLACEMENT COVER HH07A 21+50.2 30.2' RT PSE HANDHOLE, 32"X44" CV13 21+62.8 39.2' RT COMCAST VAULT, 17"x30" CL10 22+32.7 51.3' LT CENTURYUNK 25-TA VAULT V07 300+94.6 32.3' LT PSE MINIPAD TRANSFORMER, 48"X42" CV09 301+03.4 37.1' LT COMCAST VAULT, 24"x36" J06 301+08.2 32.6' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" CV10 301+48.7 19.7' LT COMCAST VAULT, 2406' FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET STRUCTURE DESCRIPTION CV07 18+30.8 61.1' RT COMCAST VAULT, 24"06" CV06 18+33.0 56.7' LT COMCAST VAULT, 24"x36" J05 18+33.5 67.9' RT PSE THREE PHASE JUNCTION BOX VAULT, 56"x84" CL04 18+38.0 61.4' RT CENTURYUNK 467-TA VAULT HH08A 19+04.4 64.0' LT PSE HANDHOLE, 32"X44" V03 19+09.7 58.3' LT PSE THREE PHASE TRANSFORMER 56"X84" FBO2 19+78.2 99.1' RT PSE FIBER VAULT, 27"X62.5" CV08 20+07.3 53.1' RT COMCAST VAULT, 24"x36" CL08 20+15.4 510 LT CENTURYUNK 612-TA VAULT PV03 20+16.3 58.0' RT PSE PULL VAULT 70"X136" J07 20+83.8 56.4' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" V10 20+99.0 55.3' LT PSE THREE PHASE TRANSFORMER 70"X136" CV12 21+07.8 41.5' RT COMCAST VAULT, 17"x30" HH06A 21+11.8 41.8' RT PSE HANDHOLE, 32"X44" CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E-bp. ID: 96C79925-D8 4M-BD89F 1S5986DC16 c) JUT TO GO UNDER EXISTING lo, SEWER PIPE IF IN a I CL11 SE \ CONFLICT loe I LOCATION IS APPROXIMATE, U CONFIRM FA LOCATION IN THE FIELD. u `;I EX V13 VI 2A I WATSON IIIII�I� . • ® © II �I�i - _-'i-b -c �i ��-'ls•�'��yr��lgry� `Z�1�� y��?I��i�� / - 11 11 RAINIER AVE S _. MENEM - IC•�r� • =��1®r��►�M ll`j� ■ I I -1 to a�� /� � jam: PLAN 4Z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES CONSTRUCTION NOTES ❑1 SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET STRUCTURE DESCRIPTION CV14 23+11.7 41.0' RT COMCAST VAULT, 17"x30" CV15 23+39.2 53.6' LT COMCAST VAULT, 24"06" CV25 23+72.6 43.9' RT COMCAST VAULT, 24"x36" V11A 23+76.8 49.1' RT PSE THREE PHASE TRANSFORMER 70"X136" CV27 24+44.7 51.3' LT COMCAST PEDESTAL, 24"x24" CV26 24+51.8 44.6' RT COMCAST VAULT, 24"x36" CV28 24+61.3 51.8' LT COMCAST VAULT, 24"06" HH09 24+78.1 43.8' RT PSE HANDHOLE, 23.25"X32.75" CL11 25+00.9 78.2' LT CENTURYLINK 38Y-612 MILITARY VAULT CL12 25+26.7 62.2' LT CENTRUYLINK 467-TA VAULT CV16 25+43.5 62.0' LT COMCAST VAULT, 24"06" J10 25+46.8 70.1' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" V12A 25+68.4 80.6' LT PSE THREE PHASE TRANSFORMER 70"X136" CL13 26+60.9 66.6' LT CENTURYLINK 3048 VAULT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: 96C79925-D8 4M-BD89F 1S5986DC16 BROWN BEAR CAR WASH \ \ A/ \ \ ss OGP 0cP ca c s BB / ss — SS — SS —W GG F— co Z m O ti i SS O ss CHEVRON/ / / PVO6A CV17 MCDONALD'S V16A CV18 J12 JE V15A 0 —SD SD I SD SD — S S S S W W W w FO 2 w w c � n 0 CL14 — a p 1 a e CL15 SS i T T T SS STARBUCKS I} J STA 501+51.37 3 20.90' LT SSA as I s5 ss — ss — ss — ss PLAN 0 10 20 40 60 SCALE IN FEET J13 CL16 rb SS Ss SS -r—1 T GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES QREMOVE POLE BY OTHERS, COORDINATE WITH PUGET SOUND ENERGY A3 INSTALL NEW POLE BY OTHERS, COORDINATE WITH PUGET SOUND ENERGY CONSTRUCTION NOTES SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET DESCRIPTION CL14 29+27.79 50.87' RT CENTURYLINK 25—TA VAULT CL15 30+07.53 67.79' RT CENTURYUNK 25—TA VAULT CL16 30+57.12 62.30' LT CENTURYUNK 467—TA VAULT CV17 29+16.02 65.86' LT COMCAST VAULT, 24"x36" CV18 30+02.02 69.94' LT COMCAST VAULT, 24"06" J12 29+86.02 71.56' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" J13 30+60.02 68.44' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" PV06A 29+15.57 70.50' LT PSE PULL VAULT 70"X136" V15A 29+69.11 71.10' LT PSE THREE PHASE TRANSFORMER 70"X136" V16A 30+08.71 72.17' LT PSE MINIPAD TRANSFORMER, 48"X42" CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E—bp. ID: 96C79925-D8 4M-BD89F lS5986DC16 c O`�° O O CL17 \ \c \\\ G \ \ 0 ARCO cv20 ;n \ SD - AM/PM J02A c 02 \ SD \ 9tny \ CL18 G0�l ,10 \ w Fo P MCDONALD'S `��- , «»z;„ -w-- CV19 SD 00 : VOX 0 W O` W W N WCD W o W W W 0 PV02A O Q s s s s s s s s H (n LLJA Z W W W W W W W W J U \\ a 32+00 0$ 33+00 34+00 RAINIER AVE S o0 A SQ U P i -- I I 1 BANNER BANK 1 I I PLAN 4 0 10 20 40 60 SCALE IN FEET HHOX P 3 I i SS SS I I I 3 I I RENTON LAIUNDRY I ..... ._ _ C) SD '�•v.,'•'T,�T w w 4� N T.. - ... y � + M H N w s s s Z J 2 Q RAINIER AVE N 35+00 B so FO � --- Fo � Fc F� SD so / e P GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES CONSTRUCTION NOTES SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET DESCRIPTION CL17 32+62.42 144.85' LT CENTURYLINK PRO 6 PEDESTAL CL18 33+38.60 101.51' LT CENTURYLINK 467—TA VAULT CV19 31+35.81 68.01' LT COMCAST VAULT, 24"06" CV20 598+32.54 47.35' RT COMCAST VAULT, 24"x36" HHOX 33+77.09 46.46' RT PSE HANDHOLE 24.25"X32.75" J02A 598+45.63 47,56' RT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" PV02A 31+14.59 63.30' LT PSE PULL VAULT 70"X136" VOX 33+73.69 79.87' LT PSE MINIPAD TRANSFORMER 48"X42" CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNEUZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bp. ID: 9SC79925-DS8N4E6D-13D89F 135986DC16 I N GENERAL NOTES I 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. \ 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE I I \ \ NF A SHEETS 144-151. \ Ls+ 0 s 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. I \ 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. I \ 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & \ POTHOLE PLANS, APPENDIX J. CL19 \ _ A MATHEWSON'S V �� CONSTRUCTION NOTES AUTOMOTIVE PRECISION \ �. cv21 PV03 u MOTORS \ 0 J03A CL20 P � a o U CV22 P SD --- CONSTRUCTION NOTES w ---=' — — --T - _ y. Y u.u.��,i, _ ,. .. -•-• -� �TSEE w 1 TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS _ P - - SHEET 162. - S S S S S H Lu 'W WSW I 5o �W N W_ o 0 W 37+00 RAINIER AVE N 38+00 M 36+00 CD u'7 + U-) U-1 Z M J Q 2 N SC Z J ■ Q �— i B — P P P — -p P — P - / o / / EX V02 SD a G? (BURI-Er - FO _ _ FO FO FO FO —- - - - - - - - . - - - FO FO FO FO -----w-----w—s4 0 PLAN 0 10 20 40 60 SCALE IN FEET SURVEYED: KPG KpG H TT�7 L UL7�7T �7 RAINIER AVE S CORRIDOR IMPROVEMENTS PHASE 4 DRAWING NO. 1 50 CITY 01' �1`1 4`'PPwFRq� DRAWN BY: DPY BID 1�1%1`1 1 (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A o DESIGN BY: KPF z CHECK BY: KPF Seattle a " Public Works Department JOINT UTILITY TRENCH PLAN FED AID NO. STP(UL)-1615(005) 47649 ro� 3131 Elliott Avenue, Suite 400 DOCUMENT 4' PROJ MGR: JF Seattle, WA98121 206.286.1640 'Y APP�FOR CONSTRUCTION DATE: JULY2022 STA 35+50 TO STA 39+00 NUMBER REVISION DESCRIPTION BY APP. DATE TONAL Tacama I Wenatchee I KPG.com .'� FILE: 14087A-JUT02.dwg BY: RMH DATE: 12/22/2022 14:00 PM PST SHEET NO. 150 OF 285 FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET DESCRIPTION CL19 36+39.37 54.81' LT CENTURYUNK 264—TA VAULT CL20 37+74.52 51.16' LT CENTURYLINK 264—TA VAULT CV21 36+24.80 60.65' LT COMCAST VAULT, 24"x36" CV22 38+46.62 43.16' LT COMCAST VAULT, 14"x21" J03A 36+17.73 56.56' LT PSE THREE PHASE JUNCTION BOX VAULT, 56"X84" PV03 36+54.34 53.50' LT PSE THREE PHASE TOTAL UNDERGROUND TRANSFORMER CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION &INTERCONNECT PLAN 206 CHANNELIZATION &SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN — IRRIGAiION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. 4. FOR JOINT UTILITY TRENCH SCHEMATIC PLANS, SEE SHEETS 152-159. 5. FOR EXISTING POTHOLE INFORMATION SEE UTILITY CONFLICT & POTHOLE PLANS, APPENDIX J. CONSTRUCTION NOTES CONSTRUCTION NOTES SEE TRENCH SECTION SHEETS 160-161 AND TRENCH SECTION DETAILS SHEET 162. FRANCHISE UTILITY STRUCTURE SCHEDULE ID STATION OFFSET DESCRIPTION CL21 41+29.47 53.63' LT CENTURYUNK 467-TA VAULT CL22 42+75.81 35.06' LT CENTURYUNK 264-TA VAULT CV23 41+14.92 49.05' LT COMCAST VAULT, 24"x36" CV24 42+59.64 35.65' LT COMCAST VAULT 17"00" EXSWOI 40+17.54 55.44' LT EXISTING STRUCTURE EXV03 40+46.41 54.89' LT EXISTING STRUCTURE FB03 40+29.80 46.10' LT PSE FIBER VAULT 27"X62.5" HHOXA 40+43.38 51.29' RT PSE HANDHOLE 24.25"X32.75" CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. PSE LEGEND "" 2—INCH CONDUIT — 41N — 4—INCH CONDUIT 31N 3—INCH CONDUIT — - — 6—INCH CONDUIT N (4) 3—INCH CONDUIT o INTERCEPTION POINT sl" (4) 6—INCH CONDUIT— EB 4IN — 4—INCH FIBER CONDUIT "" EXISTING 4—INCH CONDUIT BIN EXISTING 6—INCH CONDUIT PSE (GAS) LEGEND 6—INCH GAS LINE INTERCEPTION POINT CENTURYLINK LEGEND 4IN _ 4—INCH CONDUIT INTERCEPTION POINT (4) 41N (4) 4—INCH CONDUITS COMCAST LEGEND 4—INCH CONDUIT INTERCEPTION POINT — — (4) 3—INCH CONDUITS —4, 41— (4) 4—INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bp. ID: ED11AM-D!313 0-ADE2-AA43]]3913UC WALGREENS FB01 i� N W w O O 16+00 N 00 w z J U a I I, I EX J04 I M I DAS I' CL02 O J02 e CV03 41N 41N 41N 41N N N aE IN aIN 1 41NN a1iNN 4in � 61N IN 61N 61N IN I BIN 61N A 61N IIN N ININ ==41N:N' -===:41N====41N===-41N=--41N----41N---- RAINIER AVE S 17+00 NINE �� II �• I CV02 HHO3 ) HH02A CV04 CHH01 CL01 HH04A I I HERTZILYFT SAFEWAY WENDY'S V02A SANSONINA PV02 4'"4IN 41w " 41N 1 N 41N _ _ _ 41N _ _ _ _ 41N_ - - 41N — - - — — — — -- ---41N,P _ L= 41 ..I IN CV05 TACO TIME CL03 HH05A I PLAN 0 10 20 40 60 SCALE IN FEET w w N oo u) w z J 2 U a GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. PSE LEGEND "" 2-INCH CONDUIT — 41N — 4-INCH CONDUIT 31N 3-INCH CONDUIT — fig" — 6-INCH CONDUIT 31N (4) 3-INCH CONDUIT o INTERCEPTION POINT (4) 6-INCH CONDUIT— F6 41N —4-INCH FIBER CONDUIT "" EXISTING 4-INCH CONDUIT 61N EXISTING 6-INCH CONDUIT PSE (GAS) LEGEND e1N 6-INCH GAS LINE o INTERCEPTION POINT CENTURYLINK LEGEND — _ _ 41N - 4-INCH CONDUIT INTERCEPTION POINT (4) 41N (4) 4-INCH CONDUITS COMCASTLEGEND 4 4-INCH CONDUIT o INTERCEPTION POINT — (4) fiIN — (4) 3-INCH CONDUITS — (4) 411 — (4) 4-INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91,100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E—bpe ID: ED11AM-D!313 0-AM-AA43773913UC I I I METRO PCS I I I I I BIG ISLAND POKE II ICVO6 ) V03 I HH08A II CL08 Lo ,�zzzm A zz I � uj wI �- l 19+ON o 17 o O N] W ¢ co N __ 31N a N qIN W Z J („) - 31N 4N 41N BIN 6IN SIN =31N aIN 41N 41N 41N 41N 6IN 41 N 6IN 6IN fiIN 6IN 41N ' 411N 4N 6IN 41 IN -- 6IN IN 4N Z Q41N - (4) 41w 41N (4) �IN ) N F �- - 41 CL04 J05 "^ _ CV07 TACO TIME I I I I== I I I Z I I I N I I M 3131N CV08 V07 FB02 PV03 SOUTH LAKE AUTOZONE EUROPEAN I CV11 CL10 V10 I J07 --7r4441N-- — --- w —fa — _ 41N (4 41N w 41N 41N 4 41 (4) C4 2 ONN 41 O 61 41N 4N aN O N 6IN 6IN 61N -` 6IN N 41N 61N �N 4- 61N 61NLo 61N + " 6w6 6IN al�-_agIN N N N 6IN 6IN 6IN 61N N -- 41N 4N N FB 41N F6 {p 4/` MNSN 6IN 41�- 414N 41N M1-i��J 41N Q ,N QiN �NF. 41 — /[*� I--' RAINIER AVE S �2Y+ FS q1 `" W Z J U Q cvos J0 VACANT CV10 ) 41N - 4N 41. CL09 CV12 HH07A HH A � CV13 BUDDY'S HOME FURNISHING PLAN � L 0 10 20 40 60 SCALE IN FEET RENTON VETERINARY GRAVITY HOSPITAL SPORTS GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. PSE LEGEND - 2-INCH CONDUIT — " — 4-INCH CONDUIT 31N 3-INCH CONDUIT — 61N — 6-INCH CONDUIT (4) 31N — (4) 3-INCH CONDUIT o INTERCEPTION POINT (4> 61N — (4) 6-INCH CONDUIT— " 41N — 4-INCH FIBER CONDUIT W" EXISTING 4-INCH CONDUIT SIN EXISTING 6-INCH CONDUIT PSE (GAS) LEGEND 6-INCH GAS LINE INTERCEPTION POINT CENTURYLINK LEGEND — - - 41N - — 4-INCH CONDUIT INTERCEPTION POINT (4) 41N (4) 4-INCH CONDUITS COMCAST LEGEND 41N 4-INCH CONDUIT INTERCEPTION POINT — (4) - — (4) 3-INCH CONDUITS — (4) 6IN — (4) 4-INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: ED11AM-DBB3-400-ADE2-AA4377391BE4G II I a ® I I I a � I I EX CL23 I � azl a WATSON SECURITY I M CV15 I CV28 g EX J08 CV27 w — — AN 41N I — — — 91N — — — — — — — >— — — — — — — AN CL12 N(4) 4m (4) 41N �� (4) N N 0.N _ _ — — 41N — 41N — 4 4 — — — (4) 41NN (4) AN (4) 41N —_ alN qiN 41N 41N N BIN BIN 41N 441N 41N BIN 61N N BIN61N61N 61N 61N BIN SIN BIN IN 6 N 41N 61N BIN61N 61 / L.L1 p N AN AN 41N 61N Z AN N 41N 41N J FE AN FB 61N 61N61N 61N MN 4!N 61N MIN 41N 4N AN �2 F0 AN FE 41N 23+00 FB AN 24+00 NRAINIER AVE S 441N AN +oo Q AN AN w AN N w 1N 31N CV25 CV26 I HH09 CV14 V11A I I I WEST WIND MOTEL I ROYAL ORCHID I I I I � PLAN 4Z 0 10 20 40 60 SCALE IN FEET v / CL13ZBROW/ EAR N k0nllinl §�; JI 26+00 o CAR WASH AN 1 ~ 4 AN N =� 41N (4) AN u, E41 = N --TFORMULA 1 FAST LUBE TOMMY'S CAFE I 0 0 N Q GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. PSE LEGEND 2' 2—INCH CONDUIT — 41N — 4—INCH CONDUIT 31N 3—INCH CONDUIT — BIN — 6—INCH CONDUIT ( )'IN (4) 3—INCH CONDUIT o INTERCEPTION POINT (4) BIN (4) 6—INCH CONDUIT— BB AN —4—INCH FIBER CONDUIT �" EXISTING 4—INCH CONDUIT BIN EXISTING 6—INCH CONDUIT PSE (GAS) LEGEND BIN 6—INCH GAS LINE o INTERCEPTION POINT CENTURYLINK LEGEND 4-INCH CONDUIT INTERCEPTION POINT 1) AN (4) 4-INCH CONDUITS COMCAST LEGEND — 4—INCH CONDUIT o INTERCEPTION POINT 1, — (4) 3—INCH CONDUITS IN — (4) 4—INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC / BROWN BEAR CHEVRON / MCDONALD'S PLAN Z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. PSE LEGEND 2N 2—INCH CONDUIT — 41" — 4—INCH CONDUIT N 3—INCH CONDUIT — - — 6—INCH CONDUIT (4) 3—INCH CONDUIT o INTERCEPTION POINT sl" (4) 6—INCH CONDUIT— F9 41N — 4—INCH FIBER CONDUIT �" EXISTING 4—INCH CONDUIT 91" EXISTING 6—INCH CONDUIT PSE (GAS) LEGEND 6-INCH GAS LINE INTERCEPTION POINT CENTURYLINK LEGEND — _ _ 41N - 4-INCH CONDUIT INTERCEPTION POINT (4) 41N (4) 4—INCH CONDUITS COMCAST LEGEND 4—INCH CONDUIT INTERCEPTION POINT — — (4) 3—INCH CONDUITS —4, 41 — (4) 4—INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. En bpe ID: ED11AM-D!313 0-ADE2-AA437739BE4C CV20 \J02A A pH CV19 MCDONALD'S IN <N IN (D F - FB 41N w 0 0 PV02A� u) w z J 2 U Q 00 RAINIER AVE S BANNER BANK PLAN 0 10 20 40 60 SCALE IN FEET S \ OD N _ oIN�IN_ 41= 61 ¢IN 17 41— FB 41N 32+00 CL17 IN MN N �4 6— 61N IN — (4) 41N ARCO I AM/PM I � CL18 RENTON LAUNDRY I I , IN �� 41N �� 41N 41N N — 4 61N SIN 41N 41N -- _ 41N — — -- IN _ iN 61N 4 N — 1 41N 41N IN 411 6 GB 41N FB 61 VDX FB 41NaN — 41N-- — 4�IN1 -41 S 61IN - aN _ _ -1N 41N Ba1N--41N_ _— �41N _ — 81- �— 1\\\ F B y N — N——_ 41 N IN FB 41N — 4N N _ — N �_\ \ `` 6N \ aN` N ` �gN N 33+00 34+00 HHOX 1-- RAINIER AVE N 35+00 00 H w LU 0 to M Q v) w z J U GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. PSE LEGEND N 2-INCH CONDUIT - 41N - 4-INCH CONDUIT N 3-INCH CONDUIT - 61N — 6-INCH CONDUIT (4) 31N � (4) 3-INCH CONDUIT o INTERCEPTION POINT (4) 61N — (4) 6-INCH CONDUIT— FB 4 — 4-INCH FIBER CONDUIT IN EXISTING 4-INCH CONDUIT BIN EXISTING 6-INCH CONDUIT PSE (GAS) LEGEND 6-INCH GAS LINE INTERCEPTION POINT CENTURYLINK LEGEND NN - 4-INCH CONDUIT INTERCEPTION POINT (4) 41N (4) 4-INCH CONDUITS COMCAST LEGEND 4-INCH CONDUIT INTERCEPTION POINT — --1 — (4) 3-INCH CONDUITS — — (4) 4-INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNEUZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC uj w w 0 to M Q H N w Z J S U r a I \ \ I \ I \ \ CL19 A \ MATHEWSON'S I \ CV21 PV03 AUTOMOTIVE PRECISION \ MOTORS \ _ J03A CL20 91N _ CV22 36+00 37+00 RAINIER AVE N a1N 61N� 61N 61N' N 61N m 61N =-==1N4N===-4N===-===-4N===--___ 41N 41N 41N 21N FB 411 21N IS 41 FB a�N " 41N w cn 0 38+00 M cn w z J 2 U Q EX V02 PLAN 4Z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. PSE LEGEND 21N 2-INCH CONDUIT — 41N — 4-INCH CONDUIT N 3-INCH CONDUIT — 61N — 6-INCH CONDUIT (4) 3-INCH CONDUIT o INTERCEPTION POINT fi1N (4) 6-INCH CONDUIT— F9 41N —4-INCH FIBER CONDUIT �" EXISTING 4-INCH CONDUIT BIN EXISTING 6-INCH CONDUIT PSE (GAS) LEGEND sw 6-INCH GAS LINE o INTERCEPTION POINT CENTURYLINK LEGEND - 41N - 4-INCH CONDUIT INTERCEPTION POINT 1) 41N (4) 4-INCH CONDUITS COMCAST LEGEND - 4-INCH CONDUIT INTERCEPTION POINT - (4) 3-INCH CONDUITS - (4) 4-INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC \ '4`Z4( S0 N44 \ \ EX V03 N� FBO3 EX SWO1 4IN N 61N 611 611. 61N N 61N 61N 61N _ _ 4IN a— _" oo N N 41N FB 4IN 4IN 4IN FB 41 FB 41 r- w w 0 rn M Q F- (n w Z J 2 U F- Q HH01XA 0 cn �i 1 �I/ IMR mm 0 41+00 I I I VACANT GERBER COLLISION I & GLASS I ICV23 CL21 CL22 CV24-- aN SI 61N — — — —BIN N — — 4IN \ ♦ w. YN u PLAN z L 0 10 20 40 60 SCALE IN FEET 42+00 RAINIER AVE N 43+00 ADVANCE AUTO TUNE GENERAL NOTES 1. SEE GENERAL JOINT UTILITY TRENCH NOTES AND LEGEND, SHEET 162. 2. FOR JOINT UTILITY TRENCH PLANS AND STRUCTURE SCHEDULE, SEE SHEETS 144-151. 3. FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND OFFSETS TO CENTER OF STRUCTURE. PSE LEGEND " 2-INCH CONDUIT — 41N — 4-INCH CONDUIT N 3-INCH CONDUIT — 61N — 6—INCH CONDUIT (4) 3—INCH CONDUIT o INTERCEPTION POINT 4 61N (4) 6—INCH CONDUIT— F9 41N — 4—INCH FIBER CONDUIT EXISTING 4—INCH CONDUIT 61N EXISTING 6—INCH CONDUIT PSE (GAS) LEGEND ,, • 6—INCH GAS LINE INTERCEPTION POINT CENTURYLINK LEGEND — _ _ 41N - — 4-INCH CONDUIT INTERCEPTION POINT (4) 411 (4) 4—INCH CONDUITS COMCAST LEGEND 4—INCH CONDUIT INTERCEPTION POINT — 1 — (4) 3—INCH CONDUITS —4, 41 — (4) 4—INCH CONDUITS CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN — IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D"c"Sig. E—bp" ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PSE 3-4" PSE 2-6" COMCAST 2-4" U PSE 2-6" 0 PSE 1-3" 00 Q 00 Q 0 0 PSE GAS 1-6" CLINK 2-4" 1 PSE 3-4" N COMCAST 2-4" 44" TRENCH SECTION A NTS SIDEWALK OADWAY 0000 PSE 3-3", 5-4" 00 00000 COMCAST 5-4" , 00 00000 CLINK 20-4" ' O O 00000 O o 0 0000 0 1 67" TRENCH SECTION F NTS SIDEWALK OADWAY SIDEWALK OADWAY PSE 1-2" 0 0 0000 PSE 2-3" O 0 00 PSE 2-4"" 0 0000 08 00 PSE GAS 1-6" PSE 2-6" N 0 0 00000 PSE GAS 1-6" 00 00 0 CLINK 4-4" PSE FIBER 1-4" 00 00000 0 CLINK 16-4" COMCAST 2-4" 50" 69" TRENCH SECTION B NTS SIDEWALK ROADWAY PSE GAS 1-6" PSE 2-4" O 0 00000 PSE 2-6" N 0 00000 PSE GAS 1-6" PSE FIBER 1-4" 100 00000 0 CLINK 13-4" COMCAST 3-4" 69" 1 TRENCH SECTION G NTS TRENCH SECTION C NTS SIDEWALK OADWAY SIDEWALK OADWAY O PSE 2-4"" 0 0 0 0000 PSE 2-4"" 00 0 0000 PSE 2-6" N O O 00000 PSE GAS 1-6" PSE 2-6"�� 0 00000 PSE GAS 1-6" PSE FIBER 1-4" 00 00000 0 CLINK 14-4" PSE FIBER 1-4" 00 00000 0 CLINK 13-4" COMCAST 3-4" L COMCAST 3-4" 69" 69" TRENCH SECTION D NTS TRENCH SECTION E NTS SIDEWALK ROADWAY SI YSIDIFWALKIROADWAY 6" o 1ljj 0 PSE 3-4" 0 0 O Q Q Q Q Q Q PSE FIBER 1-4" Q N PSE 2-4" �� 00000 PSE 2-6"'�� D Q Q Q Q Q Q PSE GAS 1-6" PSE 3-4"It' 0 "' PSE 2-6" 0 0 00000 PSE GAS 1-6" PSE FIBER 1-4" 00 00000 0 CLINK 13-4" PSE 2-6" 00 Q COMCAST 5-4" 100 00000 0 CLINK 12-4" COMCAST 3-4" CLINK 4-4" COMCAST 5-4" B9" 31" COMCAST 1-2" 69" TRENCH SECTION H NTS TRENCH SECTION I NTS TRENCH SECTION J NTS OADWA FY SIDEWALK OADWAY SIDEWALK ROADWAY SIDEWALK/ROADWAY 00 0000 PSE FIBER 1-4" CLINK 14-4" 0000 PSE 2-4" O Ol PSE 2-4" 0 0 000 N CLINK 4-4" CLINK 2-4" 0 0 CLINK 4-4" 0 0 0000 PSE 2-6" 00 r PSE 2-6" 00 000 COMCAST 2-4" 14" —f 11 26" 18" 40" TRENCH SECTION K TRENCH SECTION L TRENCH SECTION M TRENCH SECTION N TRENCH SECTION O NTS NTS NTS NTS NTS SIDEWALK ROADWAY PSE FIBER 1-4" O PSE 2-4" N 0 0 00 CLINK 3-4" PSE 2-6" 00 0001 COMCAST 2-4" 40 TRENCH SECTION P NTS O PSE 2-3" ' O O COMCAST 1-4" 17" TRENCH SECTION Q NTS ROADWAY O 00 COMCAST 1-4", 1-2" PSE 3-3" 0 0 0 0 CLINK 2-4" 28" TRENCH SECTION R NTS ROADWAY O 0 COMCAST 1-4" PSE 3-3" 1 O O 0 0 CLINK 2-4- 1 28" TRENCH SECTION S NTS ROADWAY 0000 " 0000 N CLINK 13-4" 0000 26" TRENCH SECTION T NTS D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC SIDEWALK ROADWAY DWAY ROADWAY WAY ROADWAY 0 0 O PSE FIBER 1-4" 00 O " p PSE 2-4" ° O o CLINK 3-4" O O N' COMCAST 2-4" PSE 2-3" CLINK 2- " PSE 2-3" O COMCAST 1-4" 0 0 Q Q Q `� COMCAST 2-4 1-2" COMCAST 2-4" O O O O CLINK 3-4" EXISTING PSE 2-4" PSE 1-4° a O O CLINK 2-4" PSE 1-4" O O CLINK 2-4" PSE 2-6" EXISTING PSE 2-6" 0 0000 CLINK 3-4" 0 00 O 00 40" _ 26" 38" 24" 24" TRENCH SECTION U TRENCH SECTION V TRENCH SECTION W TRENCH SECTION X TRENCH SECTION Y NTS NTS NTS NTS NTS PSE FIBER 1-4" U PSE 2-4" � O O 0000,O PSE 3-4" O O O PSE 2-6" w O 00000 PSE GAS 1-6" PSE 2-6" O O PSE GAS 1-6" COMCAST 3-4" 00 00000 O CLINK 13-4" COMCAST 2-4° 00 O O CLINK 2-4" 69' 44" TRENCH SECTION Z TRENCH SECTION AA NTS NTS SI EWALK OADWAY O O CLINK 4-4" PSE FIBER 1-4" 0 000 `r COMCAST 2-4" 3" TRENCH SECTION BB NTS SIDEWALK ROADWAY O O O J-a CLINK 5-4° PSE FIBER 1-4" O 000 COMCAST 2-4" 30" TRENCH SECTION CC NTS SIDEWALK ROADWAY PSE 1-2" ° O 0 PSE 3-a", OO 00000 PSE 2-6" O 00000 PSE GAS 1-6" PSE FIBER 1-4" 00 00000 O CLINK 13-4" COMCAST 3-4" I 69" I TRENCH SECTION DD NTS SIDEWALK OADWAY R AD AY ROADWAY Q O PSE 2-4" PSE 2-4" PSE 4-4° O O PSE 2-6" PSE 2-6" Q PSE FIBER 1-4" PSE FIBER 1-4" O O O PSE 2-6" N O O PSE GAS 1-6" COMCAST 5-4" °1100000 j 0 0 0 PSE GAS 1-6" COMCAST 5-4" COMCAST 2-4" 00 0 O CLINK 2-4" PSE 1-4" PSE 1-3" O 0 0 0 0 0 01 000001 44�- 8" 7" 53" 35° TRENCH SECTION EE TRENCH SECTION FF TRENCH SECTION GG TRENCH SECTION HH TRENCH SECTION II NTS NTS NTS NTS NTS SIDEWALK ROADWAY 0 CONK 13-4" o 000000 N 00 0000 39" TRENCH SECTION JJ NTS ROADWAY 0 COMCAST 1-4 PSE 2-3" 00 00 CLINK 2-4" 28" TRENCH SECTION KK NTS ROADWAY PSE 3-4" PSE 1-2" o 000 20" TRENCH SECTION LL NTS D... Sig. E" bp. ID: ED11AM-D!313 0-ADE2-AA43]]3913UC FINISHED GROUND 36" MIN COVER VARIES OVER CONDUITS 10 1 12" MIN CLEAR CONDUIT BANK DEFLECT JOINTS OR PROVIDE FITTINGS/BENDS/SWEEPS AS REQUIRED BY THE FRANCHISE UTILITIES TYPICAL JOINT UTILITY TRENCH TRANSITION NTS UNPAVED AREA - 6' MIN RESTORATION PER TYPICAL SECTION, SHEETS 5-9 BACKFILL PER TYPICAL SECTION, SHEETS 5-9 NOTES: 1. POWER CONDUITS SHALL BE SEPARATED FROM COMMUNICATION CONDUITS BY A MINIMUM HORIZONTAL DISTANCE OF 6". 2. POWER CONDUITS SHALL BE SEPARATED FROM OTHER POWER CONDUITS BY A MINIMUM OF 2" HORIZONTALLY AND VERTICALLY. 3. NON -POWER COMMUNICATION CONDUITS SHALL BE SEPARATED FROM OTHER NON -POWER COMMUNICATION CONDUITS BY A MINIMUM OF 2" HORIZONTALLY AND VERTICALLY. WHERE CENTURYLINK EXCEEDS 10 CONDUITS IN TRENCH SECTION HORIZONTAL SEPARATION FROM OTHER NON -POWER COMMUNICATION CONDUITS SHALL BE A MINIMUM OF 3". 4. CDF IS REQUIRED IN TRENCHES CONTAINING 10 OR MORE CENTURYLINK CONDUITS. DEFLECTING JOINTS OR INSTALLING BENDS/SWEEPS PER THE FRANCHISE. 5. ALL STACKED CONDUITS SHALL INCLUDE SPACERS PER PSE STANDARD 6800.6000. 6. ALL CONDUITS AND FITTINGS TO BE PVC SCHEDULE 40. 7. GAS VALVE BOX ADJUSTMENT TO BE COORDINATED WITH PUGET SOUND ENERGY. 8. ILLUMINATION CONDUITS TO BE INCORPORATED IN THE JOINT TRENCH WHERE PRACTICAL. SEE SHEETS 200-209 FOR ILLUMINATION PLANS. 9. TRENCH SECTIONS SHOWN ARE APPROXIMATE AND TYPICAL OF MANY, BUT NOT ALL. SEE GENERAL NOTES, THIS SHEET. FOR CONDUIT SECTION DETAILS SEE ALSO JOINT UTILITY TRENCH SECTION SHEETS 160-161. UNPAVED AREA PAVED AREA RESTORATION PER TOP LIMIT FOR EXCAVATION TO BE TYPICAL SECTION, SHEET 11 EXISTING GROUND AFTER CLEARING & GRUBBING AND SURFACE REMOVAL BACKFILL PER FINISHED GROUND TYPICAL SECTION, SHEET 11 -PAVED AREA - TOP LIMIT FOR EXCAVATION TO BE EXISTING GROUND AFTER CLEARING & GRUBBING AND SURFACE REMOVAL FINISHED GROUND FINISHED CDF TO BE USED IN BEDDING AROUND o " CONDUITS. z n CONTRACTOR MAY HAVE TO UTILIZE FROM WORK TO AVOID CDF IN PSE ° POWER OR PSE GAS SAND BEDDING AREAS. wa a <. 2 6" 12" PSE Z (TYP) MIN COMM PSE GAS ON POWER ON (COMCAST, CLINK) STREET SIDE OF NON -STREET SIDE VARIES TRENCH WHERE FRANCHISE UTILITY EXCAVAl10N PRESENT IN MAXIMUM PAY LIMITS TRENCH SECTION TYPICAL JUT SECTION 3 FOR JUT SECTION B GROUND TOP LIMIT FOR EXCAVATION TO BE RESTORATION PER EXISTING GROUND AFTER CLEARING TYPICAL SECTION, SHEETS 5-9 &GRUBBING AND SURFACE REMOVAL GENERAL JOINT UTILITY TRENCH NOTES 1. EXISTING UNDERGROUND UT1LIilES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR BACKFILL PER � SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TYPICAL SECTION, SHEETS 5-9 TRENCHING, EXCAVATION, BEDDING, BACKFILL, AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A SAND BEDDING MEETING PUGET COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, SOUND ENERGY SPECIFCATiONS � U AND THE CITY OF RENTON. IS TO BE USED AS BEDDING ? M AROUND ALL CONDUITS. NO � 2. THE JOINT UTILITY TRENCH LAYOUT, SWEEPS, VAULTS, AND OTHER ANGULAR MATERIAL WILL BE 'a PSE GAS ON FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO PERMITTED IN THIS ZONE. STREET SIDE OF MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A TRENCH COMPLETE AND FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, WHERE CLINK IN TRENCH WHERE PRESENT BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE EXCEEDS 10 CONDUITS, CDF TO IN TRENCH CONTRACTOR SHALL BE PER THE REQUIREMENTS AND BE USED IN BEDDING AREA OF SECTION SPECIFICATIONS OF THE FRANCHISE UTILITIES. COMM CONDUITS. CONTRACTOR 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS AND MAY HAVE TO UTILIZE FORM VAULTS EXCEPT WHERE INDICATED TO BE FURNISHED AND/OR WORK TO AVOID CDF IN PSE • iv ? INSTALLED BY OTHERS. THE CONTRACTOR SHALL PROVIDE ACCESS POWER OR PSE GAS SAND �, . z^ � TO THE EXCAVATED TRENCH TO ALLOW FRANCHISE UT1LIilES TO BEDDING AREAS � ° • e ° •° � INSTALL THEIR VAULTS AND CONDUITS. THE CONTRACTOR SHALL O •:p o O PROVIDE ALL NECESSARY EXCAVATION, BEDDING, BACKFILL, TRAFFIC °O CONTROL AND UTILITY COORDINATION TO PROVIDE A COMPLETE .. �-y ° ^ �' O• j� INSTALLATION. 4. CONSTRUCT THE JOINT UTILITY TRENCH PER THE TYPICAL TRENCH � • � �i-1 ° O �, DETAILS AND SECTIONS. ADJUST THE HORIZONTAL ALIGNMENT AND N `J �,/ VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS MATH EXISTING AND PROPOSED UT1LIilES AND ROADWAY FEATURES, WHILE > MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY 2" (TYP) DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS UNPAVED AREA PAVED AREA RESTORATION PER TOP LIMIT FOR EXCAVATION TO BE TYPICAL SECTION, SHEETS 5-9 EXISTING GROUND AFTER CLEARING BACKFILL PER & GRUBBING AND SURFACE REMOVAL TYPICAL SECTION, SHEETS 5-9 _\ \x FINISHED GROUND SAND BEDDING I aiur -\ MEETING PUGET SOUND ENERGY SPECIFICATIONS IS TO BE USED AS BEDDING AROUND ALL CONDUITS. NO ANGULAR MATERIAL WILL BE PERMITTED IN THIS ZONE. 2" (TYP)MW 12" MIN PSE POWER ON °a � NON -STREET SIDE (TYP) COMM VARIES (COMCAST, CLINK) FRANCHISE UTILITY EXCAVATION PSE GAS ON STREET SIDE OF TRENCH WHERE PRESENT IN TRENCH MAXIMUM PAY LIMITS SECTION TYPICAL JUT SECTION 1 FOR JUT SECTIONS NOT UTILIZING SEC110N 2 OR SECTION 3 I�IIIIIIII�III�IIIIIIIIII�IIIIIIIII�II IIII� II-1 III z or U z r� t0 O o O 0 0 O • Q • � 3" 3" 6" TYPICAL JUT SECTION 2 FOR JUT SECTIONS C, D, E, F, G, H, J, T, Z, DID TYPICAL JOINT UTILITY TRENCH SECTIONS NTS WHERE CLINK IN TRENCH EXCEEDS 10 CONDUITS, CDF TO BE USED IN BEDDING AREA OF COMM CONDUITS. CONTRACTOR MAY HAVE TO UTILIZE FORM WORK TO AVOID CDF IN PSE POWER OR PSE GAS SAND BEDDING AREAS SAND BEDDING MEETING PUGET SOUND ENERGY SPECIFICATIONS IS TO BE USED AS BEDDING AROUND ALL CONDUITS. NO ANGULAR MATERIAL WILL BE PERMITTED IN THIS ZONE. 2° (TYP) PSE GAS ON STREET SIDE OF TRENCH WHERE PRESENT IN TRENCH SECTION 2 5. WORK SHALL BE SEQUENCED TO ALLOW CONTINUED OPERATION OF (TYP)a � COMM ALL EXISTING UNDERGROUND UTILITIES UNTIL JOINT UTILITY TRENCH VARIES (CLINK) WORK IS COMPLETE. FRANCHISE UTILITY EXCAVATION 6. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO MAXIMUM PAY LIMITS REMAIN. TYPICAL JUT SECTION 4 7. ILLUMINATION AND SIGNAL CONDUITS ARE NOT SHOWN BUT SHOULD FOR JUT SECTION M BE INCORPORATED IN THE JOINT TRENCH WHERE PRACTICAL. SEE JOINT UTILITY TRENCH LEGEND SHEETS 200-209 FOR ILLUMINATION PLANS AND SHEETS 212-224 FOR SIGNALIZATiON PLANS EXISTING JOINT UTILITY TRENCH 8. ALL DISTURBED CURB, GUTTER, SIDEWALK, AND PLANTER AREAS SHALL BE REPLACED IN KIND. PROPOSED JOINT UTILITY TRENCH y FRANCHISE UTILITY STRUCTURE SCHEDULE LISTS STATIONS AND X" DIAMETER CONDUIT -PSE POWER OFFSETS TO CENTER OF STRUCTURE. 10. ALL CITY SPARE CONDUITS SHALL HAVE DETECTABLE PULL TAPE X" DIAMETER CONDUIT - CENTURYLINK AND SHALL BE LABELED AS "CITY OF RENTON" CONDUIT. X" DIAMETER CONDUIT - COMCAST 11• DUCTS SHALL BE PROOFED, HAVE STRING/MULE TAPE PULLED THROUGH, AND CAPPED FOR FUTURE USE. X" DIAMETER CONDUIT -PSE GAS PROPOSED RIGHT OF WAY SECONDARY ELECTRICAL NOTES 1. PROVIDE THOROUGH LOCATE SERVICE FOR ALL SECONDARY CONDUIT PROPOSED PERMANENT EASEMENT ROUTES AND POLE INSTALLATION LOCATIONS. PSE MINI -PAD OR TRANSFORMER 2. SWAB ALL CONDUITS PRIOR TO INSTALLING CONDUCTORS. PSE JUNCTION BOX VAULT 3• FOR ALL 3-PHASE SERVICES, CHECK OWNER'S ELECTRICAL ROTATION PRIOR TO INSTALLATION. COORDINATE ACCESS WITH PROJECT PSE HANDHOLE MANAGER. 4. COORDINATE SERVICE CUTOVERS MATH PSE AND PROJECT MANAGER. PSE PULL VAULT 5. PROVIDE AND INSTALL NEW SUPPORTS PER NEC ON OWNER'S PSE SWITCH VAULT WEATHERHEADS, AS NEEDED, AND INSTALL ALL PROPERTIES GROUNDING AT SERVICE. PSE FIBER VAULT 6. PROVIDE TYPE II H10 RATED HANDHOLE ON OWNER'S PROPERTY AS CENTURYLINK VAULT NEEDED TO AVOID EXCEEDING NEC CONDUIT BEND RESTRICTIONS. 7. RESTORE DISTURBED PRIVATE PROPERTY TO PREVIOUS OR BETTER CENTURYLINK HANDHOLE CONDITION. COMCAST VAULT COMCAST HANDHOLE FRANCHISE UTILITY STRUCTURE PER SCHEDULE D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC BEGIN WALL, WALL 1 STA 0+10.00 =` �n✓f (i STA 15+30.68, 55.77' LT NJ v PC WALL 1 STA 0+32.05 = � STA 15+50.95, 54.70' LT 15 45 40 35 1 1 � 1 1• 1. AP WALL 1 STA 1 _8�---_------ ---------- II 1 • %/!I///I =A/r=iiii�rrsiir�rs c iiiiriiiri./ sa \ END WALL \\ i�16\ WALL 1 STA 1+07.33W � W WPL STA 16+21.24, 51.09' LT PT AP -W�WALL 1 STA 0+62.78 = WALL 1 STA 0+89.60 = \ STA 15+79.71, 52.87' LT� STA 16+04.88, 51.52' LTAP WALL 1 STA 0+96.76STA16+11.30, 51.31' LT RAINIER AVE \� PLAN Z WALL 1 0 5 10 20 30 STA 0+00 TO STA 1+18 SCALE IN FEET i w Ip Co FURNISH AND N o N 0 M + INSTALL PEDESTRIAN g �� RAILING, SEE DETAILS a o zQ N II II I SHEET 168 II O O N N N 1n J Q Q ^O tEl 3-aN d^�JM J Q JMOJMO JM Q JM Q J� aM cZ-.D J Jn Z�M 311 311 311 311 WQJ maw HWQJ dJ o_m3w Qw P CL Qw I UJ w aw EG 33.14 \ 30 FINISHED GRADE AT BACK OF SIDEWALK EG 30.52 EXISTING GROUND AT FACE OF WALL 25 0+00 O N c3 O uj O Q II II II n in in m CD N H Z ao CD + n ¢ Q �M Q y�Nin U QN� � II 3 II 3 II o 3� � rf �rMj 1 J d ¢w QwJ d ¢waw3w J Z Q J w3w -------------t--- 45 40 35 30 EG 30.72-j EG 30.96J CONSTRUCT MODULAR BLOCK EG 33.22 FILL WALL WITH THICKENED EDGE SIDEWALK PER DETAIL SHEET 167 25 PROFILE 1+00 1+18 HOR: 1 =20 VER: 1 =5 GENERAL NOTES 1. SEE WALL DETAILS, SHEET 167-168. 2. THESE ELEVATIONS HAVE BEEN PROVIDED FOR USE AS A GUIDE FOR CONSTRUCTION. THE RETAINING WALL SHALL BE CONSTRUCTED FOR TYPICAL SECTIONS, DETAILS, AND MANUFACTURER'S RECOMMENDATIONS EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN DURING WALL CONSTRUCTION. LEGEND - EXISTING RIGHT OF WAY - - - - - PROPOSED RIGHT OF WAY - - PROPOSED TCE PROPOSED PERMANENT EASEMENT WALL 1 ALIGNMENT NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN Cl 0+00.00 178245.80 1298164.38 23.68' 2'05'54" 646.50' 0+11.84 11.84' L1 0+23.68 178269.47 1298164.16 2.19' N 23'03'12" W L2 0+25.87 178271.49 1298163.31 4.00' N 0'52'57" E L3 0+29.87 178275.48 1298163.37 2.19' N 24'49'06" E C2 0+32.05 178277.47 1298164.29 30.72' 2'43'22" 646.50' 0+47.42 15.36' L4 0+62.78 178308.16 1298165.68 26.82' N 357'35" E L5 0+89.60 178334.91 1298167.53 1.64' N 21'40'52" W L6 0+91.23 178336.44 1298166.93 3.89' N 357'35" E L7 0+95.12 178340.31 1298167.19 1.64' N 2936'03" E L8 0+96.76 178341.73 1298168.00 13.49' N 3'57'35" E D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC AP END WALL WALL 2 STA 0+19.42 = WALL 2 S' STA 17+17.54, 52.75' LT rL STA 17 AP WALL 2 STA 0+15.28 = � STA 17+13.78, 51.00' LT-, ILI F SDDys�= ----- JT 0 / AP / I � WALL 2 STA 0+51.18 = 16 = � � j STA 17+30.93, 68.65' LT �$8.67' LT OA 59 A- 1 i WALL 2 STA 0+23.42 WALL 2 STA 17+21.53, 52.75LT AP L � I WALL 2 STA�0+27.56 = i q STA 17+25.28, 51.00' LT +-1-F---- x rirr ,,,,,,',,,'.',,','/w-WALL 2 STA 0+33.69==`>S`f STA 17+31.41, 51.17' LT BEGIN WALL I WALL 2 STA 0+10.00 STA 17+08.50, 51.00' LT W W / RAINIER AVE S I 17 I PLAN *Z 0 5 10 20 30 SCALE IN FEET WALL 2 STA 0+00 TO STA 0+59 45 40 FINISHED GRADE AT BACK OF SIDEWALK �a IFILEURAUIE EG 35.67J EG 35.18- CONSTRUCT MODULAR BLOCK FILL WALL WITH THICKENED EDGE SIDEWALK PER DETAIL SHEET 167 30 0+00 PROFILE HOR: 1"=20' VER: 1"=5' 45 45 40 40 TF-7 35 FINISHED GRADE AT FACE OF WALL EXISTING GROUND AT FACE OF WALL EG 35.56 30 0+59 35 PT WAI LL 3 STA 0+80.47 STA 301+01.03, 44.70' RT I / AP WALL 3 STA 0+85.05 =\ co STA 301+05.60, 44.70' RT 3 END WALL II WALL 3 STA 0+90.34 = \� STA 301+10.11, 41.93' RT PLAN L 0 5 10 20 30 SCALE IN FEET WALL 3 STA 0+00 TO STA 0+98 a o n n + O N N + a No FINISHED GRADE AT 3 jj00 BACK OF SIDEWALK M 00 a MNop m •= W CL d J Z a J dW QW WiW - - - - - - - - - - - - - - - I EG 37.17 LPROPOSED CEMENT CONC FILL FINISHED GRADE AT WALL PER DETAIL SHEET 167 EG 37.32J FACE OF WALL EG 37.29 EXISTING GROUND CONSTRUCT MODULAR BLOCK AT FACE OF WALL EG 38.19 FILL WALL WITH THICKENED EDGE SIDEWALK PER DETAIL SHEET 167 EXISTING ROCK WALL 30 0+00 PROFILE HOR: 1"=20' VER: 1"=5' M 45 40 35 30 0+98 GENERAL NOTES 1. SEE WALL DETAILS, SHEET 167-168. 2. THESE ELEVATIONS HAVE BEEN PROVIDED FOR USE AS A GUIDE FOR CONSTRUCTION. THE RETAINING WALL SHALL BE CONSTRUCTED FOR TYPICAL SECTIONS, DETAILS, AND MANUFACTURER'S RECOMMENDATIONS EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN DURING WALL CONSTRUCTION. LEGEND - EXISTING RIGHT OF WAY - - - - - PROPOSED RIGHT OF WAY - - PROPOSED TCE - - - - - - PROPOSED PERMANENT EASEMENT WALL 2 ALIGNMENT NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L9 0+00.00 178430.09 1298174.12 15.28' N 3'57'35" E 1-10 0+15.28 178445.33 1298175.17 4.14' N 21'00'19" W L11 0+19.42 178449.20 1298173.69 4,00' N 3'55'37" E L12 0+23.42 178453.19 1298173.96 4.14' N 28'57'35" E L13 0+27.56 178456.81 1298175.97 0.16' N 3'57'35" E L14 0+27.71 178456.97 1298175.98 5.97' N 2'22'07" E L15 0+33.69 178462.94 1298176.23 17.49' N 87'37'53" W L16 0+51.18 178463.66 1298158.75 7.82' S 4407'24" W WALL 3 ALIGNMENT NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L17 0+00.00 178562.18 1298293.03 10.00' N 3'55'08" E C3 0+10.00 178572.16 1298293.72 70.47' 87'46'52" 46.00' 0+54.25 44.25' L18 0+80.47 178614.98 1298340.98 4.57' S 8816'39" E L19 0+85.05 178614.85 1298345.55 7.77' N 60'06'56" E L20 0+92.82 178618.72 1298352.29 5.18' N 88-42'24" W D... Sig. E-bp" ID: ED11A2E1-DI3I3 0-ADE2-AA437739I3E4C 21 / RAINIER AVE S / BEGIN WALL WALL 4 STA 0+10.00 = / STA 21+11.76, 40.00' RT AP / WALL 4 STA 0+28.97 = STA 21+30.59, 40.00' RT END WALL WALL 4 STA 0+58.71 = STA 21+59.62, 36.83' RT W � +0 Q --- - ---- r- ------ _ WALL4 3 F / I I WOOD STAIR AG 3 I WALL 4 STA 0+48.71 STA 21+50.20, 40.00' RT I / n PLAN z L 0 5 10 20 30 SCALE IN FEET 55 WALL 4 STA 0+00 TO STA 0+70 FINISHED GRADE AT BACK OF SIDEWALK 50 o n n + a N a N maw ¢w aw 55 50 EG 44.86 EG 44.37 45------- 45 --- - -- 44.46 EG 44.13 CONSTRUCT MODULAR BLOCK FILL WALL WITH THICKENED EDGE SIDEWALK PER DETAIL SHEET 167 EXISTING GROUND 40 AT FACE OF WALL 40 0+00 0+70 PROFILE HOR: 1"=20' VIER: 1"=5' END WALL WALL 5 STA 0+21.70 = � STA 399+39.01, 16.09' RT END CEMENT CONCRETE WALL AND BEGIN WALL 5 WALL 5 STA 0+10.00 = j STA 399+50.72, 15.98' RT- L------- G - s W� -4mW-W --------------------------- RAINIER AVE S PLAN 0 5 10 20 30 SCALE IN FEET WALL 5 STA 0+00 TO STA 0+35 60 INSTALL METAL HANDRAIL IN EXISTING CONCRETE WALL 55 50 FINISHED GRADE AT STREET SIDE FACE OF WALL - PROPOSED CEMENT CONC FILL WALL PER DETAIL SHEET 167 45 EXISTING GRADE AT STREET SIDE FACE OF WALL 40 0+00 N 00 4- w 60 55 50 -- 45 EG 46.15 CONSTRUCT CONCRETE CAST IN PLACE FILL WALL PER DETAILS, SHEET 167 EG 45.22 40 0+35 PROFILE HOR: 1"=20' VER: 1"=5' GENERAL NOTES 1. SEE WALL DETAILS, SHEET 167-168. 2. THESE ELEVATIONS HAVE BEEN PROVIDED FOR USE AS A GUIDE FOR CONSTRUCTION. THE RETAINING WALL SHALL BE CONSTRUCTED FOR TYPICAL SECTIONS, DETAILS, AND MANUFACTURER'S RECOMMENDATIONS EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN DURING WALL CONSTRUCTION. LEGEND - EXISTING RIGHT OF WAY - - - - - PROPOSED RIGHT OF WAY - - PROPOSED TICE PROPOSED PERMANENT EASEMENT WALL 4 ALIGNMENT NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L21 0+00.D0 178827.67 1298291.97 10.00' N 835'30" W L22 0+10.00 178837.56 1298290.48 18.97' N 2-00-08" E L23 0+28.97 178856.51 1298291.14 19.74' N 1'48'35" E L24 0+48.71 178876.25 1298291.77 15.81' N 16'48'19" W L25 0+64.52 178891.38 1298287.20 5.48' N 1'32'00" E WALL 5 ALIGNMENT NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L26 0+00.00 179190.69 1298206.33 10.00' N 25'36'14" W L27 0+10.00 179199.71 1298202.00 9.70' N 87*48'13' W L28 0+19.70 179200.08 1298192.32 15.56' N 8890'29" W D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC VD WALL ALL 6 STA 0+19.29 = 1STA 799+17.37, 30.84' LT ----------------- IT U TA 799+42.45,V34.39' LT \ RAINIER AVE S PLAN z 0 5 10 20 30 SCALE IN FEET WALL 6 STA 0+00 TO STA 0+30 55 55 EG 45.91 EG 48.28 O O N O 50 50 J a\n 3�0o JN�,1 awn 3 WQJ m 3w 2QJ w 3w CONSTRUCT ROCK WALL PER DETAIL SHEET 168 45 45 EXISTING GROUND AT STREET SIDE FACE OF WALL --'l EG 43.49 1 7 FINISHED GROUND AT STREET SIDE FACE OF WALL EXISTING ROCK WALL 40 40 0+00 0+30 PROFILE HOR: 1"=20' VIER: 1"=5' GENERAL NOTES 1. SEE WALL DETAILS, SHEET 167-168. 2. THESE ELEVATIONS HAVE BEEN PROVIDED FOR USE AS A GUIDE FOR CONSTRUCTION. THE RETAINING WALL SHALL BE CONSTRUCTED FOR TYPICAL SECTIONS, DETAILS, AND MANUFACTURER'S RECOMMENDATIONS EXCEPT AS ADJUSTED IN THE FIELD BY THE ENGINEER. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN DURING WALL CONSTRUCTION. LEGEND — EXISTING RIGHT OF WAY — — — — — PROPOSED RIGHT OF WAY — - PROPOSED TCE PROPOSED PERMANENT EASEMENT WALL 6 ALIGNMENT NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS PI STA TAN L29 0+00.00 179374.76 1298201.98 19.29' S 87'04'07" W L30 0+19.29 179373.78 1298182.71 1.56' S 47'02'52" W L31 0+20.85 179372.71 1298181.57 5.03' N 80'42'09" E L32 0+25.88 179371.90 1298176.60 4.12' N 60'04'36" W D... Sig. En bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC ROW LINE r ^r ^r WHERE SHOWN ON PAVING PLANS, WALL MUST BE CONSTRUCTED AS SHOWN TO AVOID LUMINAIRES OR UTILITY POLES. THE WALL MUST BE CONSTRUCTED SO THAT THE WALL BLOCKS ARE CONTAINED WITHIN THE ROW. MODULAR BLOCK WALL AT LUMINAIRE / UTILITY POLE NTS 6" MIN. PEDESTRIAN RAILING WHERE SHOWN ON w PLANS. SEE DETAIL, SHEET 168. a 4" CEMENT CONIC. SIDEWALK 3 (OR 10" CEMENT CONIC. DRIVEWAY ENTRANCE) PROFILE STATION w 4" CSBC (OR 6" CSBC UNDER & OFFSET c� REFERENCE " CEMENT CONC. DRIVEWAY ENTRANCE) b � d4 EXISTING GROUND ---- o z L . MIN. 6" 6" rLIMIT FOR STRUCTURE r EXCAVATION CLASS B h INCLUDING HAUL GRAVEL BACKFILL FOR WALLS PER SECTION 9-03.12(2) SECTION NOTES: 1. ALLOW ROOM FOR TOPSOIL ON FINISH GRADE WHERE REQUIRED. MODULAR BLOCK FILL WALL WITH THICKENED EDGE SIDEWALK NTS SKATE DETERRENT, EPDXY INTO PLACE, 36" O.C. ON ROAD SIDE OF 1" CONTINUOUS ALL CONIC WALLS EXCEPT WHERE CHAMFER ALONG TOP RAILINGS ARE PRESENT 4" CAP BACK AND FRONT CORNERS OF WALL LOCATE AS NECESSARY TO MATCH EXISTING GRADE FINISHED GRADE 3/Sa 5 8" _ 5/8" " . . 3/8 ° la 5/8• s ___ ---- --- HORIZONTAL VERTICAL -- ---- REVEAL SECTION REVEAL SECTION EXISTING GROUND LINE ELEVATION TOP OF 1" CHAMFER EXPANSION JOINT, 30' O.C. nnu HI I-HI.AL -ILAL LUI.AIIU- a HORIZONTAL REVEAL 3/8•" 3/8 . 5/8"" 9 a VERTICAL REVEAL 1" CHAMFER ELEVATION FOR REVEAL, SEE CEMENT HORIZ LOCATION 6" DETAIL, THIS SHEET CONCRETE CONTROL POINT SIDEWALK 4. 14 HORIZONTAL 8" MIN 0 12" O.C. MAX 18" MAX • I EXISTING 6 MIL VISQUEEN — GRADE BOND BREAKER AT 12" BACK OF SIDEWALK 2• I 3• #4 VERTICAL 0 18" O.C. MAX 2" s" s" 4" SECTION CEMENT CONCRETE FILL WALL NTS LIMITS OF CONCRETE FILL WALL j STATION OFFSET BEGIN 17+53.50 58.42' RT END 18+48.48 58.42' RT BEGIN 23+70.08 46.41' LT END 1 24+73.36 150.56' LT D... Sig. E-bp" ID: ED11AM-D!313 0-ADE2-AA43773913UC 2VX2)¢" POST CAP WELD TO PLATE, TYP 3"X3"XY" STEEL PLATE, WELD TO POST, TYP FACE OF CEMENT CONCRETE THICKENED EDGE SIDEWALK OF POST 2" X 1V X 0.072" THICK TOP RAIL, TYP 2" X Or X 0.120" VERTICAL POST, TYP INSTALL LEVEL AND PLUMB 1" X 1" SO X 0.072" THICK II VERTICAL RAIL, TYP �I 2" X Of X 0.072" THICK BOTTOM RAIL, TYP .POST Z -5" X 5" X V THICK BASE PLATE (4) %' 0, 4" LENGTH BOLTS WITH LEVELING WASHERS IN CONCRETE ANCHOR, PAINT TO MATCH PEDESTRIAN RAILING SURFACE MOUNT SECTION WALL 1 5-A" OF POST SO POSTS, INSTALL PLUMB � OF POST 5'-9" (TYP) TOP RAIL, INSTALL PARALLEL TO FINISHED GRADE VERTICAL SO a RAILS, INSTALL PLUMB 4„ TYP BOTTOM RAIL, INSTALL PARALLEL TO FINISH GRADE FINISHED GRADE OF SIDEWALK °v 13 VERTICAL RAILS ELEVATION PEDESTRIAN RAILING NOTES: 1. ALL PEDESTRIAN RAILING PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON -SITE DELIVERY. 2. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. 3. TOP RAIL, BOTTOM RAIL, POSTS AND VERTICAL RAILS SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND DELIVERY TO THE JOB SITE. 4. WHERE PEDESTRIAN RAILING IS LOCATED ON OR ADJACENT TO SIDEWALK, RAILS SHALL MATCH PROFILE OF FINISHED GRADE OF SIDEWALK. WHERE PEDESTRIAN RAILING IS LOCATED ADJACENT WALL OR INTEGRAL CURB, RAILS SHALL MATCH TOP OF WALL OR INTEGRAL CURB PROFILE. 5. PEDESTRIAN RAILING SHALL BE INSTALLED AND ADJUSTED IF NECESSARY AFTER INSTALLATION TO ENSURE A CONTINUOUS LINE AND GRADE. 6. SURFACE MOUNT ANCHORAGE SHALL BE STAINLESS STEEL. CONTRACTOR SHALL SUBMIT VERIFICATION OF COMPLIANCE WITH ALL APPLICABLE INTERNATIONAL BUILDING CODE REQUIREMENTS FOR LAYOUT, GEOMETRY, AND SURFACE MOUNT ATTACHMENT REQUIREMENTS. ANCHORAGE ON BASE PLATES SHALL AVOID EXPANSION JOINTS IN CEMENT CONCRETE SIDEWALK. 7. SEE WALL PLANS FOR PEDESTRIAN RAILING LAYOUT. PEDESTRIAN RAILING N TS WALL 1 NOTES: 1. ROCKERY MUST BE INSTALLED BY LICENSED ROCKERY CONTRACTOR. 2. FILTER FABRIC SHALL BE MIRAFI 140 S OR EQUAL. ROCK WALL - CUT SECTION SCALE:NTS PROPERTY RESTORATION, SEE LANDSCAPE PLANS FILTER FABRIC AVEL BACKFILL FOR WALLS R SECTION 9-03.12(2) D... Sig. E..bp. ID: ED11AM-D!313 0-ADE2-AA43773913E,IC 1 2 `1 L 5 B 7 8 9 1A 11 12 FXIC MATCH EXISTING WALL THICKNESS AT TOP T.O. WALL EL VARIES 1)r2" #4 ® V-6" - #4 ® 1'-0" FINISHED PAVEMENT GRADE #4 ® 1'-O" (6) #4 T&B B.O. FTG MATCH EXIST SEE NOTE 5 #4 ® V-6" - RAINIER AVENUE SOUTH WALL #5 LAYOUT SCALE: 1 /8" = 1' PROVIDE METAL HANDRAIL, MATCH EXISTING 4" THICK CONC GUTTER, PER WSDOT STANDARD 1 -6" EL IVARIESSHED GRADE, V GRAVEL FILL, SEE GEOTECH REPORT N � i.t GRANULAR BASE, 2'-0" 1'-4" 3'-2" SEE GEOTECH REPORT 6'-6" WALL SECTION SCALE: NTS PL }"x4"x8" 11 � WALL SEC RAILING TO MATCH EXIST (2) J" ANCHOR BOLTS, 3" EMBEDMENT W/ HILTI RE-500 V3 EPDXY START OF DEMOLITION AND REPLACEMENT EXTENTS, WALL 5 STA 0+10.00 TOP OF WALL EL 47.01 %� WALL ELEVATION `� NTS 4 RAILING CONNECTION TO WALL NTS i L� A r. _L" SECTION��•��•� PROVIDE (4) #4 BARS AT MID -DEPTH OF STEM WITH HILTI RE-500 V3 EPDXY PROVIDE (4) #4 BARS AT MD -DEPTH OF FOOTING WITH HILTI RE-500 V3 EPDXY II A.GENERAL 1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF RECORD IF CONDITIONS ENCOUNTERED IN FIELD ARE CONTRADICTORY TO THOSE SHOWN ON STRUCTURAL CONTRACT DOCUMENTS. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. 3. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH CIVIL, ELECTRICAL, AND/OR MECHANICAL CONTRACT DOCUMENTS AND WITH EXISTING CONDITIONS. NOTIFY ENGINEER OF RECORD OF ANY CONFLICT AND/OR OMISSION. 4. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY ENGINEER OF RECORD DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTING. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. B. EXCAVATION 1. INSPECT EVERY EXCAVATION LOCATION FOR POSSIBLE OBSTACLE CONFLICTS. PROMPTLY NOTIFY ENGINEER OF RECORD AND ENGINEER OF RECORD OF ANY CONFLICTS. 2. LOCATE UTILITIES IN AREAS WHERE EXCAVATION IS REQUIRED PRIOR TO START OF WORK. CONTRACTOR SHALL COORDINATE AND MANAGE PROCESS TO HAVE APPROPRIATE AGENCIES LOCATE AND MARK ALL UNDERGROUND UTILITIES. IF AN UTILITY CONFLICT EXISTS PROMPTLY NOTIFY ENGINEER OF RECORD AND ENGINEER OF RECORD TO ARRANGE FOR RELOCATIONS. ANY DAMAGE TO BELOW -GRADE UTILITIES OR STRUCTURES IS RESPONSIBILITY OF CONTRACTOR. 3. VERIFY UTILITY LOCATIONS AND ELEVATIONS WITH POTHOLE EXCAVATIONS. UTILIZE CAREFUL HAND DIGGING OR VACUUM EXCAVATION METHODS. DO NOT START DEMOLITION/EXCAVATION WORK UNTIL ALL UTILITIES HAVE BEEN VERIFIED. 4. DO NOT USE MECHANICAL EXCAVATION METHODS WITHIN 5 FT OF UTILITIES. VACUUM EXCAVATION IS NOT CONSIDERED TO BE A MECHANICAL EXCAVATION METHOD. 5. IF AN UNDERGROUND UTILITY IS DAMAGED OR SEVERED DURING EXCAVATION, TAKE MMEDIATE ACTION TO SECURE AREA. NOTIFY AGENCY RESPONSIBLE FOR UTILITY SO THAT DAMAGED SECTION CAN BE ISOLATED, REPAIRS INITIATED AND OTHER NOTIFICATIONS MADE AS REQUIRED. C. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT PROVIDED BY WOOD. 2. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON SHALL INSPECT CONDITION OF SITE AND ASSURE ALL SUBGRADES, FILLS, AND BACKFILLS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. GEOTECHNICAL ENGINEER SHALL SUBMIT REPORTS TO STRUCTURAL ENGINEER OF RECORD DESCRIBING FINDINGS INCLUDING ANY NON -CONFORMING WORK. 3. GROUND WATER SHALL BE KEPT AT LEAST 3 FEET BELOW THE DEEPEST FOUNDATION BEARING ELEVATION DURING CONSTRUCTION. 4. EXCAVATIONS FOR FOUNDATIONS SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL SOIL BELOW FOUNDATIONS SHALL BE PROPERLY COMPACTED AND SUBGRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE. 5. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED. 6. FOUNDATION CONCRETE SHALL BE CAST ON SAME DAY AS EXCAVATION IS APPROVED. IF BEARING SURFACE IS ALLOWED TO BECOME DISTURBED IN ANY WAY, IT SHALL BE REWORKED TO THE SATISFACTION OF TESTING ENGINEER PRIOR TO CASTING OF THE CONCRETE. 7. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO PRESERVE SAFETY AND PREVENT CAVING. 8. EXCAVATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. D. REINFORCED CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE. 2. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS: • PORTLAND CEMENT TO BE ASTM C150 TYPE I/II FOR ALL CONCRETE. • CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33. • MIXING WATER SHALL CONFORM TO ASTM C1602. • AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C260. 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI. 4. PROVIDE MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO OF 0.45. 5. CONCRETE SHALL HAVE 6% (t 1.5%) AIR ENTRAINED CONTENT. 6. NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT EXCEED 1 1/2 INCH, NOR BE LESS THAN 3/4 INCH. 7. USE OF CALCIUM CHLORIDE, CHLORIDE IONS OR OTHER SALTS IN CONCRETE IS NOT PERMITTED. 8. PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY AN INDEPENDENT TESTING LABORATORY AND SUBMITTED TO ENGINEER OF RECORD FOR REVIEW A MINIMUM OF 5 WORKING DAYS PRIOR TO USE. RESPONSIBILITY FOR OBTAINING REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S. 9. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI. 10. SUBMIT PROPOSED CURING METHODS AND MATERIALS A MINIMUM OF 5 WORKING DAYS PRIOR TO USE. 11. WHEN PLACING CONCRETE UNDER HOT OR COLD WEATHER CONDITIONS COMPLY WITH LATEST EDITIONS OF ACI 305R GUIDE TO HOT WEATHER CONCRETING OR ACI 306R GUIDE TO COLD WEATHER CONCRETING. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 7 1 II I a 13. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS NOTED ON STRUCTURAL DRAWINGS 14. SUBMIT REINFORCING BAR SHOP DRAWINGS INCLUDING PLACEMENT PLANS, BAR BENDING DIAGRAMS, SPLICE LENGTHS AND LOCATIONS, BAR SPACING, CONCRETE COVER, SUPPORT DEVICES AND ACCESSORIES CONFORMING TO ACI 318 AND ACI SP-66. 15. TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS INTO WET CONCRETE IS NOT PERMITTED. 16. PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL AND MISCELLANEOUS ELEMENTS UNTIL CONCRETE HAS OBTAINED DESIGN STRENGTH AND ALL PERMANENT BRACING ELEMENTS ARE INSTALLED. 17. SAMPLES FOR TESTS OF CONCRETE PLACED SHALL BE TAKEN BY TESTING AGENCY NOT LESS THAN ONCE A DAY WITH A MINIMUM OF 5 BATCHES SAMPLED FOR THE TOTAL PROJECT, OR ALL BATCHES IF FEWER THAN 5 BATCHES ARE REQUIRED FOR THE TOTAL PROJECT. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172. PERFORM FOLLOWING TESTS IN ACCORDANCE WITH INDICATED STANDARD: • SLUMP: ASTM C143 • AIR CONTENT: ASTM C231 OR C173 • COMPRESSIVE STRENGTH: ASTM C39, WITH TWO CYLINDERS AT 7 DAYS, TWO CYLINDERS AT 28 DAYS AND ONE CYLINDER HELD IN RESERVE • TEMPERATURE: ASTM C1064 17. TOLERANCES SHALL CONFORM TO ACI 117 AND ACI 347. SHEET NOTES: 1. EXISTING CONDITIONS AND DIMENSIONS ARE BASED ON SURVEY INFORMATION AND SITE LAYOUT LOCATIONS PROVIDED BY KPG AND ARE FOR REFERENCE ONLY. COORDINATE ALL LOCATIONS OF EXCAVATION, DEMOLITION, AND CONSTRUCTION WITH KPG PRIOR TO PROCUREMENT AND/OR FABRICATION OF MATERIALS. 2. STRUCTURAL DESIGN IS BASED ON WSDOT STANDARD PLAN D-10.10-01 TYPE 1 RETAINING WALL. CONTACT ENGINEER OF RECORD IN THE EVENT THAT CONTRACT DRAWINGS AND STANDARD PLAN D-10.10-01 ARE IN CONFLICT. 3. WHERE DIMENSIONS OF EXISTING WALL VARY BY MORE THAN t1 1/2" FROM NEW WALL AS SHOWN HERE, CONTACT ENGINEER OF RECORD. 4. REFER TO GEOTECHNICAL REPORT FOR FILL REQUIREMENTS BELOW RETAINING WALL AND AT HEEL FOR DRAINAGE. ALL FILL MATERIAL TO CONFORM TO WSDOT STANDARDS, CONTRACT ENGINEER OF RECORD IF A DISCREPANCY EXISTS. 5. BOTTOM OF FOOTING FOR NEW WALL SECTION TO MAINTAIN CONSTANT ELEVATION. DO NOT SLOPE OR STEP, CONTACT ENGINEER OF RECORD IF ALIGNMENT OF EXISTING FOOTING CANNOT BE MAINTAINED. 4n ENVIRONMENT & INFRASTRUCTURE SOLUTIONS, INC. 1075 BIG SHANTY ROAD, NW SUITE 100 KENNESAW, GA 30144 TEL: (770) 421-3400 E CON 1i OF WgSy� lf� Tg �, cn 0 10NAL 0 NOT VALID WITHOUT SIGNATURE AND DATE i PROJECT: RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 (S 3RD ST TO NW 3RD PL) RENTON. WA CITY OF RENTON PUBLIC WORKS DEPT. 1055 S. GRADY WAY RENTON, WA 98057 WOOD PROJECT No: 6917-18-0860 REVISIONS DESIGNED BY: AGS DRAWN BY: MDH CHECKED BY: - APPROVED BY: - DATE: 13 NOV 2020 SHEET TITLE: WALL #5 LAYOUT AND DETAILS SHEET NUMBER: REV. 11 S-102 - SHI 169 OF 255 SHEETS J:\6917180860 - Rainier Ave S - S 3rd St to NW 3rd\DWG\S-102 WALL 5 LAYOJTAd g - S-102 WALL 5 11/23/2020 12:29p michael.harbison D... Sig. En bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC RAINIER AVE S 1 OC.01 qi O R1 -SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPTION 1 12+12.51 61.09' RT 30.82 PC, R=50', MATCH EXISTING 2 12+31.20 64.06' RT 31.17 PT 3 12+36.25 65.85' RT 31.33 PC, R=25.71' 4 12+45.07 83.50' RT 31.78 PCC, R=17.53' 5 12+53.20 102.94' RT 32.05 PCC, R=19.57' 6 12+60.64 117.08' RT 31.75 PCC, R=16.25' 7 12+61.50 117.66' RT 31.73 PT PLAN Imm 0 2.5 5 10 15 SCALE IN FEET c -\\\ OC O O (Type i Al M co 13+00 GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. CURVE DATA R# DELTA RADIUS TANGENT LENGTH R1 99-24'08- 45.00' 53.06' 78.07' R1 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 10 12+12.51 52.52' RT 30.20 MATCH EXISTING 11 12+26.30 52.52' RT 30.37 PC, R=45' 12 12+45.64 56.89' RT 30.75 FLARE, TOC=31.25' 13 12+50.99 59.90' RT 30.86 RAMP 14 12+55.01 62.87' RT 30.96 RAMP 15 12+60.17 67.90' RT 31.10 FLARE, TOC=31.60' 16 200+91.17 48.87' RT 31.11 MIDPOINT OF CURVE 17 200+92.38 46.77' RT 31.12 FLARE, TOC=31.62' 18 200+95.94 41.76' RT 31.15 RAMP 19 200+99.31 38.08' RT 31.18 RAMP 20 201+03.99 34.09' RT 31.21 FLARE, TOC=31.71' 21 201+21.48 26,23' RT 31.31 PT 22 201+36.51 23,06' RT 31.13 PC, R=45' 23 201+45.07 22.10' RT 31.06 PT LEGEND CEMENT CONC. SIDEWALK o°o° DETECTABLE WARNING SURFACE D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 0 RAINIER AVE S 14 0 0 o � N R2 -SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPTION 1 13+62.63 88.80' RT 31.47 PC, R=15.42' 2 13+73.32 80.67' RT 31.50 PCC, R=16.82' 3 13+89.14 69.41' RT 31.59 PCC, R=12.89' 4 14+01.51 62.18' RT 31.63 AP 5 14+01.75 70.18' RT 31.75 BSW 6 14+00.61 54.20' RT 31.51 PT GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. CURVE DATA R# DELTA RADIUS TANGENT LENGTH R2 5'50'56" 60.02' 3.07' 6.13' R2 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 30 200+78.57 34.00' LT 30.77 PC, R=50' 31 200+69.65 34,80' LT 30.79 FLARE TOC=31.29' 32 200+62.72 36.58' LT 30.81 RAMP 33 200+58.06 38.40' LT 30.82 RAMP 34 200+52.64 41.25' LT 30.83 FLARE TOC=31.33' 35 200+48.41 44.12' LT 30.85 MIDPOINT OF CURVE 36 13+73.64 55.95' RT 30.86 FLARE TOC=31.36' 37 13+79.49 53.17' RT 30.88 RAMP 38 13+84.48 51.38' RT 30.91 RAMP 39 13+91.91 49.58' RT 30.91 FLARE TOC=31.41' 40 14+00.41 48.70' RT 30.93 PCC, R=691' LEGEND CEMENT CONIC. SIDEWALK DETECTABLE WARNING SURFACE D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC I RAINIER AVE S 19+00 I V L.J D IV 13 SCALE IN FEET 0 0 0 0 GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. CURVE DATA R# DELTA RADIUS TANGENT LENGTH R3 87-45'06" 60.00' 57.69' 91.89' R3 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 50 18+48.51 44.50' RT 38.10 PC, R=60' 51 18+70.92 48.84' RT 38.23 1/4 OF CURVE 52 18+87.75 59.11' RT 38.33 FLARE TOC=38.83' 53 18+90.09 61.25' RT 38.35 MIDPOINT OF CURVE 54 18+92.13 63.31' RT 38.37 RAMP 55 18+95.41 67.08' RT 38.40 RAMP 56 18+99.51 72.90' RT 38.44 FLARE, TOC=38.94' 57 19+03.24 79.92' RT 38.48 3/4 OF CURVE 58 19+08.46 102.15' RT 38.36 PT 59 19+08.79 110.44' RT 38.06 MATCH EXISTING LEGEND CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE D°c°Sig. E-bp° ID: ED11AM-D!313 0-ADE2-AA43773913UC 0 0 0 0 RAINIER AVE S w Bp\ 4 .6g 2 _ 0� h6ga 0 4S� j ¢O• �Cj / LEGEND CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE PLAN Z 0 2.5 5 10 15 SCALE IN FEET GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. 10 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10. 11 CONSTRUCT MODIFIED CEMENT CONC. COMBINATION CURB RAMP PER WSDOT STD. PLAN F-40.14. CURVE DATA R# DELTA RADIUS TANGENT LENGTH R4 91'27'07" 50.00' 51.28' 79.81' R4 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 60 19+55.68 93.98' RT 38.62 PC, R=50' 61 19+58.90 74.43' RT 39.74 1/4 OF CURVE 62 19+61.52 68.68' RT 40.11 FLARE, TOC=40.61' 63 19+64.68 63.48' RT 40.44 LANDING 64 19+68.37 58.83' RT 40.53 LANDING 65 19+69.41 57.71' RT 40.58 MIDPOINT OF CURVE 66 19+74.22 53.29' RT 40.78 FLARE, TOC=41.28' 67 19+80.53 48.99' RT 41.17 FLARE, TOC=41.67' 68 19+87.81 45.57' RT 41.59 LANDING 69 19+93.51 43.84' RT 41.68 LANDING 70 20+01.46 42.62' RT 41.93 FLARE, TOC=42.43' 71 20+04.85 42.50' RT 42.13 3/4 OF CURVE 72 20+08.13 42.49' RT 42.29 PT 73 19+86.93 32.50' LT 42.83 RAMP 74 19+91.95 32.50' LT 42.93 RAMP R4 - SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPTION 1 19+64.04 93.70' RT 39.24 PC, R=41.5' 2 20+05.43 51.40' RT 42.78 PT 3 19+40.82 47.75' LT 42.27 TOP OF RAMP 4 19+46.76 46.60' LT 41.95 BOTTOM OF RAMP D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC i I I I I I I ry I I • • ❑ I— V) _a 0 U N N ------------------------------------------------------------------- --------------------------------------------------------- I I RAINIER AVE S C. 25+00 0 -------------------------- 0 PLAN L 0 2.5 5 10 15 SCALE IN FEET LEGEND CEMENT CONC. SIDEWALK 0 o DETECTABLE WARNING SURFACE uj W x w w N 04 N H N uj J 2 H Q GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16. OCONSTRUCT MODIFIED CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R5 52 26'15" 35.00' 17.24' 32.03' R6 90'26'44" 35.00' 35.27' 55.25' R5 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 70 24+44.16 32.50' LT 46.35 PCC, R=35' 71 24+63.17 38.00' LT 45.91 LANDING 72 24+68.31 41.94' LT 45.81 MIDPOINT OF CURVE 73 24+72.06 46.00' LT 45.70 LANDING 74 24+79.50 65.21' LT 46.05 PT R6 - SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPTION 1 25+26.53 46.00' LT 46.18 ANGLE POINT R6 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 80 25+04.32 67.66' LT 46.66 PC, R=35' 81 25+13.31 44.26' LT 45.83 LANDING 82 25+16.92 40.77' LT 45.75 MIDPOINT OF CURVE 83 25+21.18 37.72' LT 45.65 FLARE, TOC=46.15' 84 25+39.73 32.50' LT 45.17 PCC, R=5697.5' D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC C ----- --- I I i I k ------------------------------------------ILL) c .� ,tea. / / ❑ • • • • ❑ • • • • ❑ • • • • ❑ I 0008.5'�0 RAINIER AVE S 26+00 • ❑ • • • • ❑ • • • • ❑ • • • • Li 0 —1 • • • 4 c50 0 00^00� � p Q Q 6.9% 9.0 1 5.0 .0oo --- -7�V -, a � a p s ,_ GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 — 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. PEDESTRIAN ISLAND WITH 2' WIDE DETECTABLE WARNING SURFACES PER WSDOT STD PLAN F-45.10. AND PER MEDIAN DETAIL SHEETS 182-184. 11 CONSTRUCT MODIFIED CEMENT CONC. COMBINATION CURB RAMP PER WSDOT STD. PLAN F-40.14. LAYOUT POINTS ® STATION OFFSET ELEV DESCRIPTION 90 25+47.49 32.50' LT 44.98 FL 91 25+52.51 32.50' LT 44.88 FL 92 25+45.74 8.49' LT 44.85 DWS 93 25+54.26 8.50' LT 44.71 DWS 94 25+38.75 4.00' RT 44.83 DWS 95 25+47.25 4.00' RT 44.71 DWS 96 25+40.51 28.00' RT 44.54 FL 97 25+45.49 28.00' RT 44.47 FL LEGEND CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE PLAN Z 0 2.5 5 10 15 SCALE IN FEET D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 28+00 RAINIER AVE S e 00 29+00 0 LO 7 77 76 �6h 00 z ❑ 0 • m A�`P$ OHO O 4 74 3 73 go 2 00 go 1 ~ 72 m co Z 000 71 F- 00 cl) 1_ 5 (iyP) ��} LEGEND go '�^� 0 CEMENT CONC. SIDEWALK 70 �• P DETECTABLE WARNING SURFACE PLAN 0z�1\ Co 0 2.5 5 10 15 SCALE IN FEET GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12. R8 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 70 500+87.95 17.70' LT 36.29 PC, R=10' 71 500+80.89 14.78' LT 36.52 PT 72 500+78.52 12.42' LT 36.63 PC, R=10' 73 500+71.46 9.50' LT 36.92 PT 74 500+69.27 9.50' LT 37.00 PC, R=30' 75 500+57.64 11.85' LT 37.06 FLARE, TOC=37.56' 76 500+52.25 14.80' LT 37.09 RAMP 77 500+48.38 17.97' LT 37.12 RAMP 78 500+44.44 22.67' LT 37.15 FLARE, TOC=37.65' 79 500+39.28 38.67' LT 37.11 PT R8 - SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPITON 1 500+72.49 29.70' LT 37.56 PC, R=20' 2 500+65.50 30.96' LT 37.85 SIDEWALK POINT, R=20' 3 500+60.99 33.34' LT 37.86 SIDEWALK POINT, R=20' 4 500+55.52 39.12' LT 37.85 PT CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R7 94'44'58' 30.00' 32.60' 49.61' R8 88'24'36° 30.00' 29.18' 46.29' D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 32+00 I RAINIER AVE S I GENERAL NOTES R9 - MEDIAN POINTS ® STATION OFFSET ELEV DESCRIPTION 100 31+97.84 41.50' RT 36.81 LANDING 101 32+04.38 41.50' RT 36.90 LANDING 102 32+17.00 56.22' RT 36.97 AP 103 32+13.36 61.01' RT 36.88 INTERSECTION POINT 104 32+09.22 64.71' RT 36.80 LANDING 105 32+13.13 69.26' RT 36.79 LANDING 106 32+20.95 62.29' RT 36.95 INTERSECTION POINT 107 32+21.05 56.29' RT 37.04 INTERSECTION POINT 108 32+37.22 56.55' RT 37.23 LANDING 109 32+37.12 62.55' RT 37.16 LANDING 110 32+06.87 47.23' RT 36.96 AP 111 32+01.88 50.83' RT 36.91 AP 112 32+12.85 52.54' RT 37.00 AP 113 32+08.87 57.03' RT 36.96 AP 114 32+27.22 56.39' RT 37.28 AP 115 32+27.12 62.39' RT 37.21 AP PLAN Z I98 0 2.5 5 10 15 I SCALE IN FEET 1 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. I CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. OCONSTRUCT CEMENT CONC. PEDESTRIAN ISLAND WITH 2' WIDE DETECTABLE WARNING SURFACES PER WSDOT STD PLAN F-45.10. AND PER MEDIAN DETAIL SHEETS 182-184. OCONSTRUCT CEMENT CONC. PEDESTRIAN ISLAND PER DETAILS, SHEETS 182-184. CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R9 1 7318'17- 85.00' 63.25' 108.75' R9 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 90 31+31.67 50.50' RT 36.07 PC, R=85' 91 31+66.83 58.11' RT 36.25 1/4 OF CURVE 92 31+90.16 73.83' RT 36.40 FLARE, TOC=36.90' 93 31+94.40 78.14' RT 36.43 RAMP 94 31+95.69 79.59' RT 36.42 MIDPOINT OF CURVE 95 31+97.66 81.93' RT 36.40 RAMP 96 32+01.31 86.76' RT 36.32 FLARE, TOC=36.82' 97 32+13.09 111.08' RT 35.96 3/4 OF CURVE 98 32+15.90 146.93' RT 35.48 PT R9 - SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPTION 1 31+47.88 64.00' RT 36.85 PC, R=35' 2 31+82.84 97.26' RT 37.07 PRC, R=25' 3 32+03.54 120.66' RT 36.55 PCC, R=581.23' LEGEND CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE r�aRq� z 47G49. ¢. .'Y SURVEYED: KPG DRAWN BY: DPY DESIGN BY: DPY CHECK BY: KPF PROJMGR: JF FILE: 14087A-CRBRMP02.dwg KPG BID Seattle DOCUMENT 3131 Elliott Avenue, Suite 400 Ta�maW 9 ec Wenatchee I6KPGen40 H CITY 01' 1�1%1`1TO1`1 PRICITY L UL7�7 �7 a Public Works Department APP ED FOR CONSTRUCTION RMH 12/22/2022 1 BY DATE. RAINIER AVE S CORRIDOR IMPROVEMENTS PHASE 4 (S 3RD ST TO NW 3RD PL) CURB RAMP DETAILS FJAINIER AVE S & AIRPORT WAY (SE CORNER) 4:08 PM P 1 77 DRAWING NO. I / PROJECT NO. 14087A FED AID NO. STP(UL)-1615(00! DATE: JULV 2022 SHEET NO. 177 OF 285 REVISION DESCRIPTION BY APP. DATE D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC RAINIER AVE N E3 co I GEMLN I DUNG. NUtWALK DETECTABLE WARNING SURFACE PLAN 5 5 10 15 SCALE IN FEET GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R10 85.56'31" 45.00' 41.92' 67.50' R10 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 90 33+20.23 82.32' RT 37.31 PC, R=45' 91 33+22.27 71.76' RT 37.59 FLARE, TOC=38.09' 92 33+24.48 66.19' RT 37.89 RAMP 93 33+26.88 61.78' RT 37.95 RAMP 94 33+32.39 54.62' RT 38.23 FLARE, TOC=38.73' 95 33+34.96 52.12' RT 38.34 FLARE, TOC=38.84' 96 33+38.94 48.90' RT 38.56 RAMP 97 33+43.16 46.22' RT 38.63 RAMP 98 33+51.15 42.72' RT 38.89 FLARE, TOC=39.59' 99 33+65.12 40.50' RT 39.31 PT R10 - SIDEWALK POINTS ® STATION OFFSET ELEV DESCRIPTION 1 33+42.75 94,32' RT 38.05 AP 2 33+39.60 91,86' RT 37.69 PC, R=25.5' 3 33+60.60 70,57' RT 39.49 PT 4 33+63.18 73.78' RT 40.10 AP 5 33+46.65 77.82' RT 38.53 MIDPOINT D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R11 117-26-52" 45.00' 74.08' 92.24' R11 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 110 31+40.67 47.50' LT 35.69 PC, R=45' 111 31+50.66 48.62' LT 35.75 FLARE, TOC=36.25' 112 31+56.54 50.39' LT 35.77 RAMP 113 31+61.12 52.41' LT 35.80 RAMP 114 31+66.38 55.57' LT 35.79 FLARE, TOC=36.29' 115 31+67.62 56.46' LT 35.78 FLARE, TOC=36.28' 116 31+72.28 60.47' LT 35.74 RAMP 117 31+75.63 64.17' LT 35.71 RAMP 118 31+79.17 69.20' LT 35.68 FLARE, TOC=36.18' 119 598+74.20 44.78' RT 35.55 3/4 OF CURVE 120 598+52.14 39.00' RT 35.41 PT LEGEND CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE 01 o PLAN ob 03 a 0 2.5 5 10 15 Q SCALE IN FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC CURB RETURN DATA R12 - FLOWLINE POINTS PLAN \ - IL • 2 0 2.5 5 10 15 60o RAINIER AVE N SCALE IN FEET _ _ RENTON AVE EXT - MEDIAN POINTS GENERAL NOTES MPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SHOWN. DS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT NDARDS. COMPLIANCE SHALL BE CHECKED BY THE TOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS I FOR ADA COMPLIANCE SHALL BE APPROVED BY THE US DETECTABLE WARNING SURFACE (DWS) WHERE ILE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN ND AND MEDIAN DETAIL POINTS SEE SHEETS 182 — 184. JCTION NOTES ICT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER ;TD PLAN F-40.15. ICT CEMENT CONC. PEDESTRIAN ISLAND WITH 2' WIDE BILE WARNING SURFACES PER WSDOT STD PLAN F-45.10. MEDIAN DETAIL SHEETS 182-184. ICT CEMENT CONC. PEDESTRIAN ISLAND PER DETAILS, 182-184. LEGEND CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE —'"j, �e w T �� z 47G49. �' fONAt l}� .'Y SURVEYED: KPG DRAWN BY: DPY DESIGN BY: DPY CHECK BY: KPF PROJ M087 JF FILE: 14087A-CRBRMP03.dwg KPG BID Seattle DOCUMENT 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 Tacoma I Wenatchee I6KPGeom H CITY O1' 1�1%1`1TO1`1 PRICITY L UL7�7 �7 a Public Works Department APP ED FOR CONSTRUCTION BY WH DATE12/22/2022 I RAINIER AVE S CORRIDOR IMPROVEMENTS PHASE 4 (S 3RD ST TO NW 3RD PL) CURB RAMP DETAILS Q�� 4:08'pT✓rAS'r IER AVE S & RENTON AVE EXT (NW CORNER) 1 00 DRAWING NO. IO PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005: DATE: JULV 2022 SHEET NO. 180 OF 285 NUMBER REVISION DESCRIPTION BY APP. DATE D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC RAINIER AVE N I o • 41+00 PLAN 0 2.5 5 10 15 SCALE IN FEET ILINE POINTS ELEV DESCRIPTION 55.07 PC, R=35' 55.26 RAMP 55.48 LANDING 55.52 MIDPOINT OF CURVE 55.58 LANDING 55.88 RAMP 56.10 PT GENERAL NOTES 1. CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2. ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3. USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4. FOR ISLAND AND MEDIAN DETAIL POINTS SEE SHEETS 182 - 184. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15. OCONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER WSDOT STD PLAN F-40.12. 11 CONSTRUCT MODIFIED CEMENT CONC. COMBINATION CURB RAMP PER WSDOT STD. PLAN F-40.14. CURB RETURN DATA R# DELTA RADIUS TANGENT LENGTH R 33 85 21'42" 35.00' 32.28' 52.14' R13 - FLOWLINE POINTS ® STATION OFFSET ELEV DESCRIPTION 140 40+32.69 30.50' LT 54.19 PC, R=35' 141 40+35.07 30.58' LT 54.20 FLARE, TOC=54.70' 142 40+41.08 31.54' LT 54.24 RAMP 143 40+45.80 33.09' LT 54.27 RAMP 144 40+51.21 35.90' LT 54.31 FLARE, TOC=54.81' 145 40+53.31 37.35' LT 54.33 FLARE, TOC=54.83' 146 40+56.26 39.82' LT 54.36 MIDPOINT OF CURVE 147 40+57.85 41.42' LT 54.37 RAMP 148 40+60.99 45.28' LT 54.40 RAMP 149 40+64.04 50.58' LT 54.44 FLARE, TOC=54.94' 150 40+67.20 62.77' LT 54.52 PT LEGEND 0 CEMENT CONIC. SIDEWALK DETECTABLE WARNING SURFACE D... Sig. E—bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL NOTES 1. FOR MEDIAN TREATMENT SEE LANDSCAPE PLAN, SHEETS 238-247. . I I f-1 ,AAV AN oe 14 0 15 i6 o 18 0 17 o • 19 20 STA18+44.96 7.00' LT off+ STA 15+66.40 / o 5.94' RT . • • • •25 • ffff efff ef�f eaf. o 17 ef.ff. fefttttf efftttffat ER AVE S ° 23 22 21 ... .... 24 . o . o rai o o II I'� II I M 32 33 - 31 fff-�ffft�ffN�fffAfffA.f 0 21 RAINIER AVE S i r 30 34 o r I II II II II II II II II II .-. PLAN 4 0 10 20 40 60 SCALE IN FEET MEDIAN 1 POINT TABLE ® STATION OFFSET DESCRIPTION 10 14+12.75 7.14' RT PC, R=4.5' 11 14+13.37 1.82' LT PCC, R=590' 12 14+24.38 1.84' LT END CURB 13 14+25.88 1.84' LT BEG CURB/PC, R=590' 14 15+57.44 2.28' RT END CURB/PT 15 15+58.94 2.37' RT BEG CURB/PC, R=590' 16 15+75.98 3.50' RT PT 17 16+90.87 5.50' RT AP 18 17+56.42 7.34' LT AP 19 17+98.06 8.50' LT AP 20 18+44.96 8.50' LT PC, R=1.5' 21 18+44.96 5.50' LT PT 22 18+08.11 5.50' LT AP 23 17+55.10 4.03' LT AP 24 16+91.16 8.50' RT AP 25 16+35.53 8.50' RT PC, R=727' 26 14+52.95 11.16' RT PRC, R=100' 27 14+40.78 10.66' RT PT MEDIAN 2 POINT TABLE ® STATION OFFSET DESCRIPTION 30 19+66.49 2.50' RT AP 31 19+66.45 3.39' LT PC, R=5' 32 19+71.41 8.43' LT PT 33 19+83.42 8.52' LT PC, R=25' 34 19+75.69 2.50' RT PT D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC w w N 34 N N ... ... ... 41_ w U m MEDIAN 3 & MEDIAN 4 PLANIBM Z 0 10 20 40 60 SCALE IN FEET 04 ................o.......... 9._ o o ...... .................• + o 0 M _ 35 0 0 o o STA 31+65.38 37 CL 10.00' LT 029.................e ..e3. 39.. e... o... e... o 31 o38 3. B t 1 1/ B t t S 1 J ... .•• .••e f f f t e t f f 1 B f f f 1 e t f t f e 1 t f 1 B f f t t e 1 1 f f e f t t t e f I t f e t 1 1 1 e f t f t e 1 t f RAINIER AVE S ... ... ... ... B 1 t t t f i t t t f t t t 1 .. t t t f t f t= t t t f 1 t 1- 1 t t t t t t= f f f 1 t f 1 Z 7' Z PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. FOR MEDIAN TREATMENT SEE LANDSCAPE PLAN, SHEETS 238-247. MEDIAN 3 POINT TABLE ® STATION OFFSET DESCRIPTION 10 23+33.06 2.92' RT PC, R=1.33' 11 23+32.81 0.28' RT PT 12 23+99.15 7.36' LT PC, R=199' 13 24+20.08 8.50' LT PRC, R=5721.5' 14 24+62.60 8.50' LT PT/ END CURB 15 24+64.10 8.50' LT BEG CURB/ PC, R=5721.5' 16 25+33.38 8.50' LT PT/ END CURB 17 25+34.88 8,50' LT BEG CURB/PC, R=5721.5' 18 25+45.74 8.49' LT PT/AP 19 25+45.75 4.50' LT AP 20 25+38.75 0.00' AP 21 25+38.75 4.00' RT AP/PC R=5734' 22 23+81.64 4.00' RT PT MEDIAN 4 POINT TABLE ® STATION OFFSET DESCRIPTION 30 25+47.25 4.00' RT AP/PT 31 25+47.25 0.00' AP 32 25+54.25 4.50' LT AP 33 25+54.26 8.50' LT AP/PC, R=5721.5' 34 27+99.92 8.50' LT PT 35 28+91.91 11.50' LT PC, R=5718.5' 36 30+05.22 11.50' LT PT 37 31+65.38 11.50' LT PC, R=1.50' 38 31+65.38 8.50' LT PT 39 30+05.22 8.50' LT PC, R=5721.5' 40 28+78.76 8.50' LT PT 41 28+30.85 7.01' LT AP 42 27+46.00 2.53' RT PC, R=199' 43 27+21.46 4.00' RT PCC, R=5734' D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC 32 ISLAND 1 PLAN Z 0 10 20 40 60 SCALE IN FEET MEDIAN 5 PLAN z 0 10 20 40 60 SCALE IN FEET ISLAND 2 PLAN z L 0 10 20 40 60 SCALE IN FEET 41 I t t Ott i t 9 t t 1 1 1 t• t °9 i t t GENERAL NOTES 1. FOR MEDIAN TREATMENT SEE LANDSCAPE PLAN, SHEETS 238-247. ISLAND 1 POINT TABLE ® STATION OFFSET DESCRIPTION 10 31+85.28 45.22' RT PC, R=2'/PT 11 31+86.30 41.50' RT PT 12 31+97.84 41.50' RT AP 13 32+01.88 50.83' RT AP 14 32+13.36 61.01' RT AP 15 32+09.22 64.71' RT PC, R=105' 16 600+79.73 58.08' RT PT 17 601+04.83 37.36' RT PT, PC=105' 18 601+03.49 32.71' RT PT/PC, R=2.5' 19 600+69.23 35.50' RT PC, R=311' 20 600+71.58 51.49' RT AP 21 32+37.22 56.56' RT PT 22 32+17.00 56.22' RT AP 23 32+06.87 47.23' RT AP 24 32+04.38 41.50' RT AP 25 32+22.22 41.50' RT PC, R=15' ISLAND 2 POINT TABLE ® STATION OFFSET DESCRIPTION 30 32+88.85 54.53' LT PC, R=2.5' 31 32+92.61 57.65' LT PRC, R=170' 32 33+05.71 48.36' LT PT 33 33+03.93 45.44' LT AP 34 32+92.81 46.90' LT AP 35 33+24.86 32.50' LT PT 36 33+13.69 32.50' LT AP 37 33+11.68 44.70' LT PC, R=170' 38 33+10.01 41.98' LT AP 39 33+25.92 37.27' LT PRC, R=2.5' 40 33+06.18 32.50' LT AP 41 33+03.33 32.50' LT PC, R=5' 42 32+98.89 35.20' LT PT 43 32+96.19 40.41' LT AP 44 33+03.49 39.44' LT AP 56 57 13 MEDIAN 5 POINT TABLE _- RAINIER AVE S _ - - ® STATION OFFSET DESCRIPTION a 50 38+39.92 2.22' RT PC, R=1.33' C + N 51 38+39.51 0.41' LT PT 52 38+78.23 6,50' LT PC, R=5736.5' I 53 40+35.03 6.50' LT PRC, R=1' 54 40+35.01 4.50' LT PRC, R=3524' 55 39+13.36 0.32' LT PT MEDIAN 6 POINT TABLE # STATION OFFSET DESCRIPTION y 56 12+69.37 10.87' LT BEGIN , PC, R=1.5' O� 57 12+69.38 7.87' LT END, PT MEDIAN 6 PLAN 0 10 20 40 60 SCALE IN FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 15 RAINIER AVE S RAINIER AVE 15+42.00 = D1 0+00.00, RT 00 Z PI STA 0+44.34 \ 15.00' 15.00' D1 STA .24 t p GP 58. 7' r / I STA 15+61.77 N 86'37'23" E - �- _6,8.3\ PLAN Z D1 0 5 10 20 30 SCALE IN FEET D1 STA 0+00 TO STA 0+75 60 50 40 30 20 0+00 PROFILE HOR: 1"=20' VER: 1"=10' 60 50 40 30 20 0+75 16 \ RAINIER AVE S\ RAINIER AVE 16+18.75 = D2 0+00.00, RT P\ \ g rn PI STA 0+43.57\ \ U � 11.50' 11.50' D2 O STA 16+30.96 \ ;D 53.01' RT STA 16+06.65 53.14' RT STA 16+31.29 STA 16+06.82 68.45' RT Ri IA' OT PLAN D2 0 5 10 20 30 SCALE IN FEET D2 STA 0+00 TO STA 0+75 60 60 1i o 0 0 O O O O a 50 IINllc'111a "" 50 QNQMQN M M QM N II N II N II N II L W 1 W d S� W d W 40 40 EXISTING GRADE- -2.00% _ .50 _ 4.37% 30 30 FINISHED GRADE -6.45% 20 20 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 STA 16+18.24 p— — 80.64' LT, PT — — — — — STA 16+49.30 / J 81.10' LT STA 16+20.92 I I \ STA 16+50.22 71.87' LT, PC=15'R 55.6' LT EL 34.185 r — J J — \ FLOWLINE GRADE — — �� BREAK — t D3 -47_T —15.00' 15.00, STA 16+22.02 54.48' LT EL 33.78 / STA 16+50.50 STA 16+22.06 / 3 51.00' LT 51.08' LT N N / Z \ RAINIER AVE 16+35.50 = \ D3 0+00.00, LT 16 A RAINIER AVE S n PLAN D3 *Z 0 5 10 20 30 SCALE IN FEET D3 STA 0+00 TO STA 1+00 60 60 00 50 II o u n 11 11 50 M M M M M � II N II N II H II N II N II S J 5;_ O_W dw .5- CLW 5;- ILW 5;- dW S dW 40 40 EXISTING GRADE 1.50% 0.61% 30 2.11% 30 FINISHED GRADE -3.45% -1.50% 20 20 0+00 1+00 PROFILE HOR: 1"=20' VER: 1"=10' D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN z D4&D5 0 5 10 20 30 SCALE IN FEET D4 STA 0+00 TO STA 1+00 60 :t 0 oa t9 o 50 na nn n� Q M Q M Q M En II N II N II 40 EXISTING GRADE -2.00%% 0.50% 4; 30 FINISHED GRADE 20 0+00 PROFILE HOR: 1"=20' VER: 1"=10' D5 STA 0+00 TO STA 0+75 60 60 o 0 60 >o Dn a 00 00 II M 50 50QP II N II N II II QM 50 0 III 1 W Sw D_ W cL D_ S� S� 40 40 EXISTING GRADE 40 -1.50% 1.50% -2.52% - -- 30 30 30 FINISHED GRADE 20 20 20 1+00 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' I 7A 03' 15 nA' PLAN D6 0 5 10 20 30 SCALE IN FEET SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 5 STA 0+00 TO STA 1+20 60 60 7 + OMB ? 0, N 50 II a`,ga' r*� II o nc�nc6 + + �'o 50 rn II � II �M ¢MaM �M awiwNll y II N II III S� ' awa S� aw 40 i 40 1.50% .50 2.90 0.77% ---------- - --- --- 2.36%�- -1.50% 30 EXISTING GRADE)J� FINISHED GRADE 30 20 20 0+00 1+00 1+20 PROFILE HOR: 1"=20' VER: 1"=10' D... Sig. E-bp° ID: ED11AM-D!313 0-ADE2-AA43773913UC _ SEE DRIVEWAY SCHEDULE, STA 20+04.72 NOTES & DETAILS SHEETS 198 -199 \ STA 18+48.00 \ I J I % STA 20+28.73 105.50' LT 53.00' LT \ I � I I 105.50' LT STA 20+52.74 _ FLOW LINE 105.50' LT - U '�- I GRADE BREAK STA 18+54.00 63.01' LT \ I I � STA 20+28.93 STA 20+53.15 / EL 40.52 I I r 80.38' LT RAINIER AVE S 79.85' LT RAINIER AVE 20+88.69 FLOW LINE \ STA 20+04.72 EL 43.35 �/ EL 44.49 w D9 0+00.00, RT GRADE \ I STA 19+77.37 1 79.26- L f BREAK \ STA 19+02.19 3 \ 68.32' LT 53.83' LT - - - - \ I STA 20+04.72 S STA 20+28.97 I 69.50'OLT 3.36 00 STA 20+77.61 PI STA 0+30.70 A 21+04.88 68.38' LT 0 68.88' LT EL 44.52 O \ 47.51 RT, PC=3 R 1.3�T, PC=3'R STA 18+54.00 ` I z EL 44.01 EL 43.11 _\ - - � 14.00 STA 19+77.47 � \ 14.00 STA 19+46.92 PI STA 19+61.84 46.83' LT z 0 47.42' LT -- - - STk20+=4 / 9 r o - 46.83' LT - - - N �- CP �' � STA 20+53.62 f - D O O 46.00' LT i ION OF ALL EDAR RIVER RAINIER r ;.Do,' 15.00 ^ - -- /' D8B PI STA 0+44.20 -- - ' 'STA D8A ® - -- TA 2 21+10.33 4.n RT a O 14.80' O 14.80' °°°°° ° ° ° � STA 20+59.83 STA-20+74:69 - - 856' RT STA 21+07.91 � _ ' / 3.14' 12.00' 12. EL43.47 / PI STA 0+35.40 0 20+74.91 ISTA 21+07.30 / 65.76' RT FLOW LINE 41.80 GRADE w I67.89 RT, PT BREAK STA 20+75.20 STA 21+07.31 73.46' RT 86 RT m RAINIER AVE +59.72 = D8A 0+00. 0, LT z / RAINIER AVE 20+25.00 = N D8B 0+00.00, LT Q W / I .55' STA 0+86.58 N St 21+02.36 67 86' RT, PC=2.5' / / L- ------- - STA 20+60.44 STA 21+02.36 -_ J------- 19 RAINIER AVE S 20 / 86.79' RT 73.44'IIRT PLAN Z PLAN Z Dg D7, D8A &D8B 0 5 10 20 30 0 5 10 20 30 SCALE IN FEET SCALE IN FEET Dg D8A D8B STA 0+00 TO STA 1+00 D7 STA 0+00 TO STA 0+83 STA 0+00 TO STA 1+25 80 80 STA 0+00 TO STA 0+75 70 70 70 70 70 70 Q`. �Q! O 1� O p O M Yi M (V in e�i O M PVI STA = 0+49.20 + + M + M + + 70 + PVI ELEV = 43.83 70 0 + 0�00 + + orn m 60 o'D u oa N a �; N a 60 60 ONO�oo 11 n u 0 a o rn voi 60 O n �' o 10 0 VC +Q PA STA = 0+81.57 60 II o II II II 60 a ¢ + a o o PA ELEV = 39.70 H H H N II N II + + o0 (n (n II N II II O N + O1n O> O N II N N iQ,QOyC II rlJ II N II II SJ 1 SJ W dW C Qw �n <`+ I,.-j SJSJSJ II4 N II N III O 60 O p SJ O_ W + + 60 SJ a w a r>J w a s W o_ w IIn1 D_ W dWaW a Nj a O CD o n o n n 50 50 50 N� N II ~ u 50 50 N II ~ N II N II 50 II u� H 11 H co EXISTING GRADE aw >J o_w 1.50% 1w SJ o-w -4.23i 2.29% !LIW 1_88� -- 50 N II > II J > o O II J ¢ w O M II o ¢cli M 50 1.50% 3.18% _4.94% _ i w a w N N % 54% 40 --------- - 40 40 -- 4040 a . 40 .. -_ w EXISTING GRADE EXISTING GRADE 40 _ 0.50% -- 0 44%, - 40 30 FINISHED GRADE 30 30 FINISHED GRADE 30 30 FINISHED GRADE 30 -1.50% �` -5.33% 0+00 0+82.92 0+00 1+00 1+25 EXISTING GRADE 0+00 0+75 30 FINISHED GRADE 30 PROFILE PROFILE PROFILE 0+00 0+99.98 HOR: 1°=20' VER: 1"=10' HOR: 1"=20' VER: 1"=10' HOR: 1"=20' VER: 1"=10' PROFILE HOR: 1"=20' VER: 1"=10' D... Sig. E—bp" ID: ED11AM-D!313 0-ADE2-AA43]]3913UC - — — STA 20+89.23 + 46.00' LT � oSTA 21+04.33 STA 20+68.73 0 0 51.03+ �T 46.00' LT EL 44.60 ° o STA 20+53.62 \ — — — — o $TA 21�4.32 ° 51.26' LT — — — — i 46.00' LT° EL 44.40, ------------------ EMPTY STA 20+53:.62 46.00' LT D88 EJ— / 4" CURB HEIGHT / 3 RAINIER AVE 20+61.12 = r 4" CURB HEIGHT /q" CURB / 3 W491 21 RAINIER AVE S o � � 0 0 PLAN /'� D39 & D40 0 5 10 20 30 SCALE IN FEET DW39 STA 0+00 TO STA 0+65 80 80 70 70 po O � M o M �c�pp M cocpp 7 N O OM oN OODOO On On00 60 II °y III IIII III II�II� 60 as Q�a�a�a�Qaa N II N II N II N II N II N II N II SJ SJSJSJSJSJSJ 5050 4GRADE 71%40 -6.27% 40 1.00% 2.18% 50% 30 30 0+00 0+65 PROFILE HOR: 1"=20' VER: 1"=10' DW40 STA 0+00 TO STA 0+65 80 80 70 o o 0 70 in pCpp) copp t O t ON + O�pO�Op,O�OM'J + + + t 60 60 N II N II N II N II N II � II N II >L�7 1WdWlLWaW50 50 1.00%40 40 FINISHED GR -6.77% EXISTING GRADEJ -1.50% 30 -1.50% 30 0+00 0+65 PROFILE HOR: 1"=20' VER: 1"=10' SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC STA 21+56.17 — — — — — — — — — — — — — — — — 69.28' LT STA 21+06.71 EL 45.42 83.00' LT FLOW LINE GRADE BREAK � � STA 21+71.66 54 STA 21+ 6.74° SiA 21+ 3. ELT 9 46.22 §9.25' LT 69.39' L EL 45.774 EL 4k2 ° v ° STA 21$06.71 ° > STA 21-5.10 STA 21+71.65 p 55.50' LT. STAa 3 90 n 55.50, EL 45. 155.50' LT — — 55 50'1 LT O ° EL L�FP LD V 1 0' SA 21+53 07 — 13.00' .5+PC=3'R00T/ / STA 21+26.93 3 46.06' LT / 52.50' LT, PC=3'R r STA 21 w RAI E S LT, PT 46.00' LT, PT Z RAINIER AVE 21+40.00 = 21 D10 0+00.00, LT 22 22 SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 PLAN D11A, D11, D12A & D12B PLAN m !/1L�11 D10 0 5 10 20 30 z SCALE IN FEET 0 5 10 20 30 SCALE IN FEET D11A D11 D12A D12B D10 STA 0+00 TO STA 0+75 STA 0+00 TO STA 0+75 STA 0+00 TO STA 0+75 STA 0+00 TO STA 0+75 STA 0+00 TO STA 1+00 80 80 80 80 80 O C. O 80 80 80 80 80 C. ' O O O O ' O O � - ,C N O N O M N N + 000� N + M +O i + O + O + OM + O, + O� + O� + ON + OM 1� + OO 70 70 70 ° 70 70 a a ¢ 70 70 a�awa as 70 70 8 8 70 �' N II � II m II N II � II N II N II N II N II N II N II N II M in M � O � dW SJ dW cLw 5;-dW dW 54GRADE SJS co SJ w + + + of 1+i � + O� 10 ,qj dW dW aw O O n 0 (V (p o 0p c„ O so + II 1p l!7 N o� so so so so so soso „�a II a II o1n ¢ oao G N N 60 + ,�j uri 60 IILo N II II II II N II N II N II 00 ¢� t ¢� 7 ¢' ¢� IL SJ SJSJ w a w a III w N 00 II U-i !n II ~ rn II !LW H ~ ~ N� aW a� aw 50 iw aw aw aW 50 50 50 50 50 5050 50 5J aw II H aW II 50 -0, .50 1.21% 2.34%_ =L00 _ 50 3.34% -8 - -- .50 3.54% --__ --------__ 1.50% -- -3.88% ---- - 2.007 40 FlNISHED GRADE7 40 40 FINISHED GRADE 40 40 40 4040 1.00% -2.65% 40 1.00% 1.00% 40 EXISTING GRADEEXISTING GRADE FlNISHED GRADE FINISHED GRADE EXISTING GRADE 30 30 30 30 30 30 30 30 30 EXISTING GRADE 30 0+00 0+75 0+00 0+75 0+00 0+75 0+00 0+75 0+00 1+00 PROFILE PROFILE PROFILE PROFILE PROFILE HOR: 1"=20' VER: 1"=10' 1" HOR: 1"=20' VER: =10' HOR: 1 =20' VER: 1"=10' HOR: 1"=20' VER: 1"=10' HOR: 1"=20' VER: 1"=10' D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC MSTA 23+25.62 SEE DRIVEWAY SCHEDULE, STA 22+94.40 72.00' LT 72.00' LT NOTES & DETAILS, SHEETS 198 -199 STA 22+94.40 STA 23+25.60 64.54' LT STA 23+43.84 63.88' LT FLOW LIN GRADE - ___ - STA 22 77.54 63.67' LT EL 46.56 BREAK STA 23+70.52 --------- - EL 45.76 63.50' T ■ \ 63.82' LT • • • o • 5�" �23;+52150 46.1 _ - - - EL 46.89R •EL 0O D15 0+00.00, RT STA 23+25.60 1 RAINIER AVE S 63.04' LT I STA 22+94.40 o o STA 23+43.84 55.24' LT o 16 � i STA 23+70.57 z STA 22+77.36 55.00 LT, PT N ZEL 46.50 55.46' LT EL 46.76 55.00' LT EL 46.19 \ __ _ _ _ - _ STA 23+14.67 PI STA 0+27.31 36.09' RTSTA 15,00' 15.00' \ 52 00'2LT,7 C2 3' PB STA 23+70.08_ D15 L STA 23+25.63 --------_ 46.83' LT 46.00' LT STA 23+86.10• STA 23+67.10 41.50' RT ---- 41.14' RT \ STA 22+97.42 LT23+15.37 43.96' RT 1 Lj cP STA 23+15.27 GP STA 23+85.55 D 1 DI 52.13' RT STA 23+34.27 w- 54.19' RT - - - \ STA 23+69.77 _ 44.28' RT, PT vn� \7' RT, PT STA 23+37.31 00 STA 23+66.87 fmi 41.33 RT, PC=3 R 50.70' RT PC=3'R _ / 13.50' 13.50' 13.00' 13.00' PLAN Z D15 0 5 10 20 30 D13 3 3 D14 SCALE IN FEET STA 0+00 TO STA 0+85 STA 0+00 TO STA 1+00 90 90 - - - -� --- _----------- M m 90 90 LP STA = 0+67.06 °° N - LP STA = 0+62.02 LP ELEV = 45.97 z LP ELEV = 46.66 D15 PM STA = 0+63.36 PVI STA = 0+58.40 STA 0+00 TO STA 0+75 PM ELEV 93 RAINIER AVE S PM ELEV 64 80 vc 80 80 vc 80 80 80 pp p lf1 O O S O O O M a0 CO gpo0 M N + O O 1- M M 0 00 0 ^ ' � oo + + RAINIER AVE 23+11.00 = RAINIER AVE 23+57.00 = O p cV in CO � � < + + + + OM Op Op Ono + N N oleo o ^ NII 70 II� II Ilo II v o o 70 a a a ao a a a D13 0+00.00, LT D14 0+00.00, LT I • 70 II ao II II o 0 0 ^ ^ 70 70 Ilo II MIIa II a`� `� � to <0 70 <c NII NII NII IIN Ilrn N • <d v a II u ��r Q� m m � I- II W W 1 W N N W 2 3 • • • N II N II N II N a O II N O N II N II N III I NII S J S J S J S J 1 d /L II II 57 -- d W a W a W SJ II II N U Wa S J aw awa 1. w aw 60 a W a W 60 PLAN 60 W W o 60 60 60 D13 & D14 Z II N II 50 50 0 2 5 5 10 50 W 50 50 50 1.5096 -6.67 0.887 SCALE IN FEET 1.50% 3.45 .55 _ -QT _ -Opp50 40 _ 0.50% 1 •�% 40 40 _ _--50- 0.50% 40 234� _ 1.50% -2.19% EXISTING GRADE EXISTING GRADE 40 40 7 FINISHED GRADE FINISHED GRADE FINISHED GRADE EXISTING GRADE 30 30 30 30 30 30 0+00 0+85 0+00 1+00 0+00 0+75 PROFILE PROFILE PROFILE HOR: 1"=20' VER: 1"=10' HOR: 1"=20' VER: 1"=10' HOR: 1"=20' VER: 1'=10' D... Sig. E—bp" ID: ED11AM-D!313 0-ADE2-AA43773913UC 24 RAINIER AVE S \ I \\ II 25 f�T_ ---------------�---- --- ------------- ---------- -------------------- ---- - ------------- ---- 0 0 RAINIER AVE 24+09.00 RAINIER VE 25+01=-- D16 0+00.00, RT D17 0+00.00, RT N o \ � co STA 23+96.06 Z STA 24+21.94 \ STA 24+88.56 Z STA 25+14.44 41.50' RT 41.50' RT / 41.50' RT 41.50' RT 13.00' 13.00' / 13.00' 13.00' / � / D17 D16 — — — — — — — — o M I \ I — — — — — — — — — — — — I— — — — — — — — — STA 25+15.77 — — — — d 55.00' RT I I 5STA 408'3RT5.56 j STA 24+88.56 I 5IA % ullll 58.08' RT 1 D16 STA 0+00 TO STA 0+75 80 80 70 o Lo L o N N M 70 60 t O n ul t OHO^ n � 11 ¢ II N t O 11 ¢ II N t OM u II N t O<O N � n II N O � II 60 50 d Wa WaW dW dW 50 -1.09%_ _ 50 -1.417 1.50% 40 1.50% -j 40 FINISHED GRADE EXISTING GRADE 30 30 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' I PLAN Nz�11 D16 & D17 0 5 10 20 30 SCALE IN FEET STAY 24+86.98 y J' 54.02' RT, PT . STA 24+85.94 55.00' RT D17 STA 0+00 TO STA 0+75 80 80 70 70 8 C. 1n 0 o (oV N M + t O 01(� O v1 O 1� + Opp 60 m II III IIII¢� rn ¢� 60 N II N II N II II N II SJ SJSJ aW S dW 1 W lLWdW 50 50 -i Q0$__ 00. 1.53Y. -1.88% 40 1.50% 40 FINISHED GRADE EXISTING GRADE 30 30 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' J p RAINIER AVE S SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 �, 26 \ 11 ,• � �� 00 j 00 15.00, \ L 2.32 STA 26+12.1841.50' RT 9 STA 26+12.61 48.50' RT 48.50' RT PLAN D18 0 5 10 20 30 SCALE IN FEET D18 STA 0+00 TO STA 0+75 80 80 70 70 M m M + + ON O 00 N M 60 II coo II 1„�j II II II 60 N II N II N II N II N II SJSJo-WdW SJ d W d W O_ W 50 50 =LOD%__ 50 _ 1.20% — 40 8.20% 1.77% 40 FINISHED GRADE 7 EXISTING GRADE 30 30 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC z/-z / STA 799+20.42 / / 0.00 79PT83.04 .95' RT, PT STA 798+93.92 STA 799+20.22 /23.93' RT STA 798+98.58 ' 14.12' LT / / 0 STA 47 14.15 LT, PT S �� / /// / 799+22�// 19.89' RT, PC=5'R PC STA 799+02.71 k O / �// �/� / / GP 4� GP GP 9 37.29 ��3'5T EL j b �j� -� - / -/ STA 27+13.52- - -� - \ �o STA 26+63.58 / / 49.82' LT, PC=5'R STA 799+49.85 --- - TA 9 75.88' LT, PT STA 27+18.54 \ 16.86' RT, PT STA 798+89.17 I y STA 799+37.23 EL 2 / / 55.52' LT 54.86 LT, PT STA 799+53.96 19.07' LT EL 41.85 �21.80 RT, PC 5 R a PC=30'R FLOW LINE o STA 799+53.94 / GRADE 25.94' RT Q STA 26+83.41 BREAK 0 i STA 799+48.96C� 48.59 LT, PC=5 R _ 19.93 LT, PT _J PI STA 799+48.90 STA 26+83.41 STA 27+13.55 _ 45.96' LT, PT 46.01' LT, PT m HAYES PL SW \ \ D21 15.00' 15.00' \ 20.00' 20.00' \ STA 26+41.56 \ \ 46.00' LT a 3 STA 26+40.57 RAINIER AVE 26+15.41 = o \\ 46•00 LT, PC=5R \ \ HAYES PL 800+00.00, LT RAINIER AVE 26+98.50 = D21 +00.00, LT N N . D o o . . . . D . . . o PLAN �Z \ RAINIERAVE\S \ HAYES PL AND D21 26 27 0 5 10 20 30 SCALE IN FEET HAYES PL D21 STA 798+50 TO STA 800+00 STA 0+00 TO STA 0+75 80 80 80 80 70 60 50 ------ 40 30 798+50 PIA STA = 798+88.04 PM STA = 799+41.58 PM ELEV = 50.96 PM ELEV = 44.80 799+00 PROFILE HOR: 1"=20' VER: 1"=10' 70 70 70 0 o o g oo OOON 0000 O 60 60 60 �aFa �a�aFao N II N II N II N II h II awawawaw awol� II 50 50 50 30 800+00 srsc�- EXISTING GRADE' -5.10%j J 30 FINISHED GRADE, 1.66% 30 0+00 PROFILE 0+75 WR: 1"=20' VER: 1"=10' SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 .199 PLAN !`� D20 0 5 10 20 30 SCALE IN FEET D20 STA 0+00 TO STA 0+75 80 80 70 70 60 50 40 30 , 0+00 PROFILE HOR: 1"=20' VER: 7-710' 60 50 40 30 0+75 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC STA 29+07.44 69.53' LT STA 28+34.20 57.55 LT, PT STA 28+68.33 STA 29+06.69 / EL 37.67 STA 28+39.45 59.17' LT EL 37.18 61.31' LT IA _52.91' LT, PC=5'R STA 29+22.41 STA 29+37.66 67.31' LT 68.D6' LT GP / STA 2828+39.68\ STA 28+78.58 67.92 LT, PT ❑ ❑ / 48 95 LT, PT \ STA 28+91.72 \ 60.48 LT, PT O O O \ 2 22 A T , STA 29+05.87 8.75' 12.07' 12.00' -52' LT \ STA 28+63.56 STA 29+22.45 PI STA 0+40.25 STA 29+40.09 PI STA 0+35.98 3 53.92 LT, PC=5 R 53.29' LT 3 54.16' LT N STA 28+63.76 � 50.09' LT RAINIER AVE 29+31.95 = .D23 RAINIER AVE 28+52.40 = 0+00,00, LT D22 0+00.00, LT \ N VI • • • • ❑ • • • • u • • • • ❑ • • • • ❑ • • • • ❑ • • • • ❑ RAINIER AVE S 29 PLAN Z D22 & D23 D22 D23 STA 0+00 TO STA 0+80 0 10 20 40 60 STA 0+00 TO STA 0+75 70 70 SCALE IN FEET 70 70 into Obi M OM m M � p + ON N pp V} O^0�+1N n n h+ O� f^O OofOD 60 III O IIa II^ 60 60 II II mII�II� II ,p 60 QM n QM QMQMQM tNp QM QM N II N rn IIN II In00 II N II 1W �J d W IL WaW1W dW dW 50 O or\ u� 50 50 50 40 to S� a II W 40 40 40 -2.00% 1.00% -3.80% 3.377 -2.00% 1.50X 1.61% 1 3.43% 30 EXISTING GRADE FINISHED GRADE 30 30 EXISTING GRADE- 1.'0 FINISHED GRADE 20 20 20 20 0+00 0+80 0+00 0+75 PROFILE PROFILE HOR: 1 =20 VER: 1 =10 HOR: 1"=20' VER: 1"=10' SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 .199 PLAN D24 0 10 20 40 60 SCALE IN FEET D24 STA 0+00 TO STA 1+00 70 60 50 40 30 20 0+00 PROFILE HOR: 1"=20' VER: 1"=10' 70 60 50 40 _5_677 -_ 30 20 1+00 D"c"Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC Lw O $$ ` I 3 0° \ W N ST 30+12.12 0 72.1 ' LT ao / o _ STA 30+42.64 l— - 73.31' LT 0 STA 30+11.47� W.15-1 "L- J STA 30+42.00 © 58.28' LT © ss O D5 p 15.00' -1 1 R ❑ 3 N RAINIER AVE 30+26.96 = D25 0+00.00, LT • • ❑ • 30 • • • ❑ • • • ❑ • • • • u RAINIER AVE S PLAN 07�11 D25 0 5 10 20 30 SCALE IN FEET D25 STA 0+00 TO STA 0+75 70 70 60 O II a N O� N11,j Ma„� IIN Opp II 5 II ")II SJ C) ,� III n;5- oil O^ IIm a N II 60 50 S JSJ p_ Wp_ W p_ SJ W p_w SJ p.W 50 40 FINISHED GRADE 40 30 -2.00% .50 1.62% 0.23% 30 1.50% EXISTING GRADE 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' PLAN Z D26 tv 0 5 10 20 30 SCALE IN FEET D26 STA 0+00 TO STA 1+00 70 60 50 40 30 �. 0+00 PROFILE HOR: 1"=20' VER: 1"=10' 70 60 50 40 4_20%_-_ 30 1+00 SEE DRIVEWAY SCHEDULE, \ NOTES & DETAILS, SHEETS 198 -199 STA 34+10.96 STA 0+82.13 \ 84.48' LT, PT STA 34+48.91 -- -- \ 77.95' LT - STA 34+87.50 ST"4+48.23 55.8372.49' LTSTA 34+11.08 STA 34+42.377.38' LT, PC=41' 3 79.61' LT STA 34+46.53 TA 34+46.9169.68' LT72.66' LT STA 34+-48.40 — g69.45' tUINE, LYSTA 34+ .40 STA 34+08.50 STA 34+39.50 5 . 3' 5.00' LT / g STA 4+57.50 8 PI STA 0+55.00 55.83 LT7±7 I 27 D28 15.50' Z 15.50' 15.00' 15.00' N / � / O M � M � / N / / I RAINIER AVE 34+24.00 = / RAINIER AVE 34+72.50 = D27 0+00.00, LT D28 0+00.00, LT 34 RAINIER AVE N PLAN Z D27 & D28 0 5 10 20 30 SCALE IN FEET D27 D28 STA 0+00 TO STA 0+90 STA 0+00 TO STA 0+85 70 o 0 0 70 70 70 o 0 a CV I- " OO tofV N Oa N 0�0O n M O 8 1p '1 60 60 II IIMII n 6060 o dw aw lw dw dw 0_WO_W lLW III III Ila 50 50 50 oil N II N 50 II FINISHED GRADE FINISHED GRADE 5; 5: aw aw 40 -2.00% .50 1.73% 1.96% 40 40 -2.00%\\� 00 1.20% 40 1.50% 1.00% -0.88% 1.08% EXISTING GRADE 30 EXISTING GRADE 30 30 30 0+00 0+90 0+00 0+85 PROFILE PROFILE HOR: 1"=20' VER: 1"=10' HOR: 1"=20' VER: 1"=10' D... Sig. E—bpe ID: ED1MM-D!313 0-ADE2-AA43773913UC PLAN 4-yL 46 PLAN Z D29 D30 0 5 10 20 30 0 5 10 20 30 SCALE IN FEET SCALE IN FEET D30 STA 0+00 TO STA 0+75 80 80 D29 STA 0+00 TO STA 0+75 o o a M + oM o ON 70 70 70 ON u n u II u ° 70 H H H H H M M N II II N II N II N II + + + + + O 0,7'D O� OGp O_ w D_w dw D-w aw 60 II � IIM II ,�,j II Mj III ��Q� 60 60 60 Q4 II N II y II N II N II awiwcLwaw aw 50 50 50 50 1.38% L.50 4.81% _3.78%___ -1. 1% 50 �•97% 0.56% 1.50% 40 4.20% 40 40 EXISTING GRADE IL 40 FINISHED GRADE FINISHED GRADE 30 EXISTING GRADE 30 30 30 0+00 0+75 0+00 0+75 PROFILE PROFILE HOR: 1"=20' VER: 1"=10' HOR: 1 =20 VER: 1 =10 PLAN /z\\ D31 0 5 10 20 30 SCALE IN FEET D31 STA 0+00 TO STA 1+00 80 0 0 80 M O u„10 N0 O— 00 70 II M IlLqllp Ilo III 70 ��s�� N II N II N �s II N �� II N II S�SMSM awawaw SM aw SM aw 60 60 50 --_ -2.00% 0.50% -)no"_ 0.66%_______ 50 0.50% FINISHED GRADE 40 EXISTING GRADE 40 0+00 1+00 PROFILE HOR: 1"=20' VER: 7-10' SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 899x STA 899+29.49\ STA 899+29.43 00 18.85' LT STA 899+39.4/ 13.57' LT 53.04 TOC \ ?g ELL53.58 STA 899+42.67 \ \ / F 15.18 LT 899+50.37 TOC EL 66 ---�STA 19.72' LT \� T C EL 54.27 STA 899+29.50 \ \ --- STA 8 +52. PT STA 899+40.32 - 22.98' LT TOC EL 54.36 \ 899+21.57 73 3' \STA 13.21' RT . LT 552� LT STA 39+94.15 L * �C 99+30.02 � o. 44.00' LT \ \ 13.17R STA 899+33.72 PC 18.95' RT STA 899+60.46 \ NELSON PL N 20.00' 20.00' I M z I RAINIER AVE 39+74.25 = \ NELSON PL 900+00.00, LT _ o no o RAINIER AVE N PLAN NELSON PL 0 5 10 20 30 SCALE IN FEET NELSON PL STA 899+00 TO STA 900+00 90 80 70 60 50 40 899+00 PROFILE HOR: 1 "=20' VER: 1 "=10' 90 80 70 60 50 40 900+00 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC I STA 41+20.98 STA 41+87.95 57.96' LT 51.25' LT I STA 41+20.94 STA 41+60.35 STA 41+87.20 51.30' LT 41.00' LT ---------- ------- 41.04' LT ---- STA 41+39.33 50.99' LT 45.35' LT — — —STA 42+22.21 3 / _41.00' LT J — —7 Q— SD T / o STA 41+26.24 " �� v — �� — - PI STA �MC 0+40.98 STA 41+18.60 7.50' 7.50' 14.35' 14.35' 42.15' LT / 3 O 3 STA 42+50. 2 36.89' LT RAINIER AVE 41+73.77 V ao 00 = RAINIER AVE 42+36.47 = 1n \D33B 0+00.00 D33 0+00.00 . .�. o o . . .�. . . . \ 42 o : :��. o RAINIER AVf�I w RAIN 41+50.02 = D33A Q0.0� \ r` \ \ z \ PI STA 0+29.04 15.00' 15.00, \ +65.34 0 \ STA 41+74.76 47.04' RT -77 STA 41+77.45 561RT7 / STA 41+35.25 47.61' RT o \ 0 _ \ z PLAN D33A, D33B &D33C 0 5 10 20 30 SCALE IN FEET D33B STA 0+00 TO STA 0+56 80 80 70 II II II 70 H H r NII NII NII aw aw aw 60 60 2.007 .50 1.95% 4.65% 50 50 EXISTING GRADE FINISHED GRADE 40 40 0+00 0+56 PROFILE HOR: 1"=20' VER: 1"=10' D33A STA 0+00 TO STA 0+75 80 80 70 n n II n n 70 ¢ n ¢ ¢ N II NII NII NII NII dw dw dw dw dw 60 60 —2.00% 0.50% 2.52 _i_08%_ 0.50% 50 50 EXISTING GRADE FINISHED GRADE 40 40 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 .199 D33C STA 0+00 TO STA 0+75 80 $ K; o M 0 80 00 00 00 II II ^ II n II Lo 70 III NII NII NII 70 dW SJ O w 1w 60 �87%50 60 _3'59%_ 3.50% 50 50 FINISHED GRADE 40 EXISTING GRADE 40 0+00 0+75 PROFILE HOR: 1"=20' VER: 1"=10' D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC S 3RD ST PLAN D34 & D35 N 0 5 10 20 30 SCALE IN FEET D34 STA 0+00 TO STA 0+60 60 60 M + ornor + o� + oto 50 u b uo°� p M II M g M u'-• 50 M N M II N II y II N II ul N II dW dW SJ dW SJ dW dW 40 40 304-2.07%- 00%30 4.67%7.50% EXISTING GRADE 20 ISHED GRADE 20 0+00 0+60 PROFILE HOR: 1"=20' VER: 1"=10 D35 STA 0+00 TO STA 0+60 60 60 S M 0 M o�noa M o,� II IIM 50 OIIMIIM 50 H N MH III H IIN H II N II SJSJSJSJ 4040 4GRADE� 30�B4% 30 4.12% 20 FINISHED GRADE 20 0+00 0+60 PROFILE HOR: 1 =20 VER: 1 =10 SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEETS 198 -199 ------------------- --- ----- Al PORT WAY 603+00 STA 699+21.08 STA 699+40.82 - 21.57' LT 24.4 / AIRPORT WAY�602+9340 = D36 0+00.00, RT \ \ \ N NW 3RD PL 699+14.36 = - �D38 0+00.00, LT � g W Z Q / PI STA 0+37.45 699+ 0 NW 3RD PL /13.00' G' W 13.00' / STA 699+29.67 o / / \ Z 1 / N 7.50' RT 15.32' 15.32' 31+94.71 STA 31+91.21 36' RT 295.13' RT 31+84.80 06' RT / o II / N STA 31+81.35 293.42' RT PLAN D36 0 5 10 20 30 SCALE IN FEET 60 50 40 30 20 0+00 D36 STA 0+00 TO STA 0+75 60 50 40 0.84% 30 EXISTING GRADE E 20 0+75 PROFILE HOR: 1"=20' VER: 1"=10' t17.5O' I�8+99.04T L8+98.74 21.45' RT El STA 699+29.15 1 23.50' RT PLAN D38 0 0 5 10 20 30 SCALE IN FEET D38 STA 0+00 TO STA 0+50 90 90 80 CV o (V �a N N a oM N M 80 70 N SJSJSJSJ aWaWo_WaW II N II II II 70 60 -0.82 60 1.35% 50 " -6.247 1.50%� 50 EXISTING GRADE FINISHED GRADE 40 40 0+00 0+50 PROFILE HOR: 1"=20' VER: 1"=10' D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC RAINIER AVE DRIVEWAY SCHEDULE NUMBER STATION LT/RT ENTRANCE WIDTH (LF) ENTRANCE LENGTH (LF) DRIVEWAY LENGTH (LF) LEFT WING LENGTH (LF) RIGHT WING LENGTH (LF) ENTRANCE TYPE D1 15+42.02 45.34' RT 30 13 10 10 9 2 MOD D2 16+18.75 44.57' RT 23 8 10 12 6 1 D3 16+35.50 42.50' LT 30 8 30.1 10 11 3 D4 16+81.50 44.50' RT 20 10.6 25.4 12 6 1 D5 17+38.50 44.50' RT 30 13 10 10 6 2 D6 17+47.47 43.11' LT 30 8 61 6 12 1 D7 18+69.00 44.50' LT 30 8 10 6 8 1 D8A 19+59.72 35.40' LT 29.6 10.3 22.3 N/A N/A 1 D88 20+25.00 32.50' LT 24 13 59.5 6 6 2 D9 20+88.69 30.70' RT 28 13 42.4 8.3 6 2 MOD D10 21+40.00 32.50' LT 26 13 37 8 10 2 D11 22+08.34 26.50' RT 20 8.5 17.6 5 5 1 D11A 21+73.50 26.99' RT 20 8.0 17.5 5 6 1 D12A 22+46.14 26.50' RT 24 8 19.5 8 6 1 D12B 22+91.00 26.50' RT 24 8 20.3 10 6 1 D13 23+11.00 32.50' LT 27 13 26 8 6 2 D14 23+57.00 32.50' LT 26 13 26 10 9 2 D15 23+52.50 27.31' RT 30 13 12.6 10 7 2 D16 24+09.00 28.00' RT 26 13 12.6 10 8 2 D17 25+01.50 28.00' RT 26 13 13.5 10 7 2 D18 25+97.25 28.00' RT 30 13 7 6 9 2 D20 26+63.00 28.00' RT 30 8 15 6 6 1 D21 26+98.50 32.50' LT 30 13 17 12 6 2 D22 28+52.40 36.16' LT 24 13 17 12 8 2 D23 29+31.95 40.25' LT 17.5 13 14 10 6 2 D24 29+72.50 50.50' RT 30 13 10 10 10 2 D25 30+26.96 44.21' LT 30 13 15 8 8 2 RAINIER AVE DRIVEWAY SCHEDULE NUMBER STATION LT/RT ENTRANCE WIDTH (LF) ENTRANCE LENGTH (LF) DRIVEWAY LENGTH (LF) LEFT WING LENGTH (LF) RIGHT WING LENGTH (LF) ENTRANCE TYPE D26 30+43.00 50.50' RT 30 13 10 10 10 2 D27 34+24.00 41.50' LT 31 13 27.13 6 10 2 D28 34+72.50 41.50' LT 30 13 20 6 12 2 D29 35+47.12 37.83' LT 30 13 10 6 13 2 D30 36+77.50 30.50' LT 26 13 10.35 6 11 2 D31 39+03.54 36.10' RT 30 17 10 13 8 2 D33A 41+50.02 29.04' RT 30 17 10 6 6 2 D33B 41+73.77 32.50' LT 15 8 10.21 6 9 1 D33C 42+36.47 32.50' LT 28.7 8 10 6 10 1 D34 201+91.00 34.00' LT 30 13 10 10 6 2 D35 202+49.00 34.00' LT 31 5 10 10 10 1 D36 602+93.00 37.45' RT 26 5.5 10 6 10 1 D38 699+14.36 12.00' RT 30.6 5 6 6 15 1 D39 20+61.16 32.50' LT 15 13 14.4 5.5 6 2 D40 20+96.78 32.50' LT 15 13 14.9 7 10 2 MOD HAYES PL SW 26+15.41 32.50' LT 40 13 70.96 12 5 2 NELSON PL 39+74.25 30.50' LT 40 13 26.46 6 8 2 EXISTING DRIVEWAY OR PARKING PAVEMENT SAWCUT AS INDICATED ON PLANS. NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. PROVIDE TACK AND COAT AND SEAL JOINT WITH AR4000 ---/ EXISTING DRIVEWAY OR PARKING PAVEMENT SAWCUT AS INDICATED ON PLANS. NEW PAVEMENT TO BE 4" CSBC COMPACTED SUBGRADE HMA PARKING AND DRIVEWAY PAVEMENT 4" COMMERCIAL HMA OR MATCH EXISTING WHICHEVER IS GREATER 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAY WITH FULL DEPTH EXPANSION JOINTS AT 15' MAX SPACING FLUSH WITH EXISTING PAVEMENT "I 2" CSBC AND INCLUDE FULL DEPTH EXPANSION JOINT COMPACTED SUBGRADE CONCRETE PARKING AND DRIVEWAY PAVEMENT PARKING AND DRIVEWAY PAVEMENT NOTES: 1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. PARKING AND DRIVEWAY PAVEMENT DETAIL NTS D... Sig. E—bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC PAY LIMITS REFERENCE POINT FOR DRIVEWAYPROFILES G� 3/8" EXPANSION OTHERWISEUNLESS NOTED JOINT (TYP) O��cF ��OJ� � RIGHT WING LEFT WING EXPANSION O�y�p IN SCORE JOINT POURED MONOLITHIC ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 839 MAX . CEMENT CONCRETE SIDEWALK o ° (TYP) MATCH ROADWAY SLOPE iTYP ` 5% x `8.3% MAX` o a a 15 MAX ° a . VNNG ENTRgyCE SEE A DEPRESSED CEMENT\\�\\ CONCRETE TRAFFIC/i� //i\/i�//;/i COMPACTED NOTE g FOR/tEHgY H�ULE 15 MAX CURB &AIL THISSHEET 6" SUBGRADE CSBC WING SEE CEMENT CONCRETE SECTION A —A NOTE 8 TRAFFIC CURB & GUTTER ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NTS 3/8" EXPANSION REFERENCE POINT FOR DRIVEWAY G� (TYP) JOINT TYP LEFT WING UNLESSPROFILES OTHERWISE NOTED DR/�Wgy O `,cQ QO DA, PAY LIMITS ENTRANCE LENGTH SIDEWALK LENGTH RIGHT WING SEE DRIVEWAY SCHEDULE SEE DRIVEWAY SCHEDULE W W CEMENT CONCRETE 8 SIDEWALK (TYP) o 8.3% MAX 1.5% TYP MATCH ROADWAY SLOPE DEPRESSED CEMENT CONCRETE \/\\ \\ \\\\ i,//�/i-//. /i, / 6" CSBC B' B° TRAFFIC CURB & GUTTER, PER DETAIL THIS SHEET COMPACTED WING EEDR�gN 7F/ �fW�SCHE7JU(E SECTION B—B SUBGRADE 6, 3/8" EXPANSION WING JOINT SCORE LINE IF CEMENT CONCRETE POURED MONOLITHIC TRAFFIC CURB & GUTTER ISOMETRIC VIEW DEPRESSED CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS PAY LIMITS OTHERWISE NOTED 3/8" EXPANSION A JOINT (TYP) LEFT WING — SEEN0TE8 ISOMETRIC VIEW �R/�E KqY WON 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET CEMENT CONCRETE o SIDEWALK (TYP) CEMENT CONCRETE CEMENT CONCRETE TRAFFIC CURB & GUTTER TRAFFIC CURB & GUTTER DEPRESSED CEMENT PER DETAIL, THIS SHEET CONCRETE CURB & GUTTER COMPACTED SUBGRADE NTS ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 1_5% TYP_ 6' CSBC SECTION C—C ROADV CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL ON SHEET 198. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. B. THE WING RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAX LENGTH, THE RUNNING SLOPE OF THE WING RAMP SHALL BE AS FLAT AS FEASIBLE. 6.5" 1/2"R DEPRESSED CEMENT CONCRETE CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCES NTS D"c"Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC CONSTRUCTION NOTES O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4. 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND HARING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O FURNISH AND INSTALL SIGNAL POLE MOUNTED LUMINAIRE PER LUMINAIRE SCHEDULE, THIS SHEET. FOR ADDITIONAL INFORMATION SEE SIGNAL PLANS, SHEETS 212-224. © EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. CONTRACTOR TO MAINTAIN WIRING CONTINUITY AND PROTECT EQUIPMENT DURING CONSTRUCTION. O LOCATION OF ELECTRICAL SERVICE CABINET. FOR ADDITIONAL INFORMATION, SEE SIGNAL PLANS, SHEETS 212-224. FOR PANEL SCHEDULE, SEE ILLUMINATION DETAILS, SHEETS 210-211. ® FOR SIGNAL POLE MOUNTED LUMINAIRE REMOVAL, SEE SIGNAL PLANS, SHEETS 212-224. Og EXISTING PRIVATELY OWNED LUMINAIRE. COORDINATE REMOVAL OF LUMINAIRE, POLE, FOUNDATION AND ALL ASSOCIATED EQUIPMENT WITH PROPERTY OWNER. 11 EXISTING ROADWAY LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING/CONDUIT DURING CONSTRUCTION. 12 FOR LUMINAIRE CONSTRUCTION NOTE, SEE SIGNAL PLANS. INSTALL LUMINAIRE PER LUMINAIRE SCHEDULE, THIS SHEET. 45 FOR CONDUIT/WRING CONTINUATION SEE SIGNAL PLANS. 15 REMOVE EXISTING ILLUMINATION CONDUCTOR SPLICE INSIDE EXISTING JUNCTION BOX. RE —SPLICE LUMINAIRES INTO ONE CIRCUIT. CUT EXISTING GATEWAY MONUMENT SIGN WIRES AND SPLICE TO NEW WIRES TO NEW ELECTRICAL SERVICE CABINET. REMOVE ALL UNUSED WIRING. ® REMOVE EXISTING ILLUMINATION CONDUCTOR SPLICE INSIDE EXISTING JUNCTION BOX. RE —SPLICE LUMINAIRES INTO ONE CIRCUIT. © CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2—#8 (ILL) TO REMAIN 3 EX EX 2—#8 (ILL) 4 EX EX 2—#8 (ILL) REMOVE UNUSED WIRING 5 2" 4—#8 (ILL) 6 3" 1-48CT FO 7 1" 3—#12 (ILL*) s BUS SHELTER 8 2" 2—#8 (ILL), 3—#12 (ILL*) s BUS SHELTER 9 2" 2—#8 (ILL), 2—#B(GATEWAY) 10 4" FUTURE 5G NETWORK NOTES: 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WiTH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWSE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. LEGEND EXISTING NEW DESCRIPTION 0��_ TRAFFIC SIGNAL POLE WITH MAST ARM DECORATIVE SIGNAL POLE WITH MAST ARM AND ROADWAY LUMINAIRE o- COBRAHEAD ROADWAY LUMINAIRE AND POLE o-{ p DECORATIVE ROADWAY LUMINAIRE AND POLE E DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DECORATIVE COMBINATION ROADWAY/ �1 —! PEDESTRIAN LUMINAIRES AND POLE SIZE] H77 JUNCTION BOX TYPE 1, 2 & 8 CZI TRAFFIC SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET — CONDUIT Q HARE NOTE O CONSTRUCTION NOTE LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS Al s s DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V s s s 1 (Si) * SEE SIGNAL PLANS A2 s : DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V s s s 1 (S1) * SEE SIGNAL PLANS A3 * « DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V • s s 1 (Si) s SEE SIGNAL PLANS P64 3RD ST 201+05 38.0' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—G1, 240V 4' 16.5' FIXED 9 (S1) P1 RAINIER 14+46 51.4' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5' FIXED 5 (S1) P2 RAINIER 14+89 55.9' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—G1, 240V 4' 16.5' FIXED 9 (S2) P67 RAINIER 14+93 50.3' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—Gi, 240V 4' 16.5' FIXED 5 (S1) ss 1 DEC ROADWAY 135W, LED, III, 4000K, 83—UO—G2, 240V 6' 35.5' FIXED 5 (Si) ** 10' FOUNDATION DEPTH. #4 HORIZONTAL HOOPS AT 12" SPACING. 8—#7 VERTICAL BARS D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE MATH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. LEGEND EXISTING NEW DESCRIPTION TRAFFIC SIGNAL POLE HATH MAST ARM DECORATIVE SIGNAL POLE WITH MAST ARM AND ROADWAY LUMINAIRE COBRAHEAD ROADWAY LUMINAIRE AND POLE o- DECORATIVE ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DECORATIVE COMBINATION ROADWAY/ PEDESTRIAN LUMINAIRES AND POLE ®mm NIA JUNCTION BOX TYPE 1, 2 & 8 ® m TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET — - - — CONDUIT Q HARE NOTE Q CONSTRUCTION NOTE r I CONSTRUCTION NOTES O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE R/W r — 12 1 PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, HARING, BASE COVER, AND APPLY _ _ a DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. P — — P — —I- I — — R W FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD -F PLANS 117.3, 117.4. 119 AND 124. _ O CONSTRUCT ARTERIAL STREET SMALL CELL DEC RATIVE LUMINAIRE POLE FOUNDATION CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, P 6 POLE, ARM, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING 4 ,:� - 2 P N TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL A 1 �r3 i ////// /1/////// (/✓(/a //////I' � '// � ✓i/✓L; T/i//////�/ �/ / /////Y '/Y "//i ///I '/I ' o INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. 0 10 2 4 n 10 3 2 4 3 w ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND r v=i CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING w a . N FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL 0 w n N YB 9 s i e e e ° ° + AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE ti AVE S �7t 0016+RAINIER00 AND LUMINAIRE PER SPECIAL PROVISIONS. CD moo....° ¢ 0 � g EXISTING PRIVATELY OWNED LUMINAIRE. COORDINATE REMOVAL OF LUMINAIRE, -------� ' N POLE, FOUNDATION AND ALL ASSOCIATED EQUIPMENT WITH PROPERTY OWNER. Lu - __-- ---- ° 3 ° 9 2 ° 9 4 I^ i6 (TYp) 2 ? 10 EXISTING PRIVATE LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT EXISTING N - 9 ° ° LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT. Z 9 4 ° xxx>*kyxxgx xxxxxxxx xxxxxxxxxxx xxxxxxxxxxxxxxxxxxxx xx� x xxx xxx, xxxxxxxxxxxxxxxxxxxxxxx°xxx x xxxxxxxxxxxxxxx xxxx ¢ 16 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING z s FROM STUBOUT TO EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION v - BOX SPLICES PRIOR TO GRINDING. -- v p -- 5 -P 3 - — ' • ' • 7 18 INSTALL PULL BOX AND MOUNTING HARDWARE PER WSDOT STD PLAN J - 9010 LID SHALL MATCH PROPOSED GRADE O ` LEMPs - - p� P9 © CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, -- __ CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND _.•� — - - INSTALL ARTERIAL STREET DECORATIVE COMBINATION ROADWAY/PEDESTRIAN L LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL • "°I i6 NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR — — — — — —— — — — ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. I � Q a a I� PLAN z 0 10 20 40 60 SCALE IN FEET LUMINAIRE SCHEDULE LUMINARE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE MOUNTING HEIGHT ARM POLE BASE POLE ID # CIRCUIT # COMMENTS 2 RAINIER 15+47 52.5' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5' FIXED 9 (S2) ** 3 RAINIER 15+94 53.6' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5' FIXED 5 (S1) ss P3 RAINIER 16+08 48.9' LT DEC PEDESTRIAN 55% LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 9 (S2) P4 RAINIER 16+51 51.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 5 (Si) 4 RAINIER 16+69 49.5' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5' FIXED 9 (S2) ss 5 RAINIER 17+05 48.5' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 8 (S2) *s P5 DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' 8 (S2) P6 RAINIER 17+20 49.5' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 9 (S2) 6 RAINIER 17+79 51.0' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5' FIXED 9 (S2) ** P7 RAINIER 17+82 48.8' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 8 (S2) P8 RAINIER 18+20 51.5' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-Gi, 240V 4' 16.5' FIXED 9 (S2) 7 RAINIER 18+24 48.5' RT DEC ROADWAY 135% LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 8 (S2) ** P9 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 8 (S2) WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2-p8 (ILL) 3 EX EX 2-#8 (ILL) TO REMAIN 4 EX EX 2-#8 (ILL) REMOVE UNUSED HARING 5 2" 4-#8 (ILL) 6 1 3" 1-48CT FO 7 1° 3-#12 (ILL*) * BUS SHELTER 8 2" 2-#8 (ILL), 3-#12 (ILL*) * BUS SHELTER 9 2" 2-#8 (ILL), 2-#8(GATEWAY) 10 4" FUTURE 513 NETWORK NOTES: 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. ** 10' FOUNDATION DEPTH, #4 HORIZONTAL HOOPS AT 12" SPACING, 8-#7 VERTICAL BARS SURVEYED: KPG �P oCwOANr`F DRAWN BY: EH • DESIGN 8V: DE � CHECK BY: IC Seattle m 3131 Elliott Avenue, Suite 400 P�F 39324 2�� PROJ MGR: JF Seattle, WA98121 206.286.1640 �'IopAL Ey1 Tacoma I Wenatchee I KPG.com NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14087A-ILL01.dwg p BID DOCUMENT • PRICITY OF RENTON . Public Works Department APP ED FOR CONSTRUCTION BY RMH DATE12/22/2022 1 4:08 RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 (S 3RD ST TO NW 3RD PL) ILLUMINATION AND INTERCONNECT PLAN PM PST STA 15+00 TO STA 18+25 201 DRAWING NO. G I PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005; DATE: JULV 2022 SHEET NO. 201 OF 285 D... Sig, E... bpe ID: ED11AM-DBB3-400-ADE2-AA43773913UC GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE MATH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. B. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. LEGEND EXISTING NEW DESCRIPTION = TRAFFIC SIGNAL POLE MATH MAST ARM DECORATIVE SIGNAL POLE MATH MAST ARM AND ROADWAY LUMINAIRE o-0 COBRAHEAD ROADWAY LUMINAIRE AND POLE -0 p� DECORATIVE ROADWAY LUMINAIRE AND POLE �l DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DECORATIVE COMBINATION ROADWAY/ PEDESTRIAN LUMINAIRES AND POLE 0017 80JI JUNCTION BOX TYPE 1, 2 & 8 ® CD TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET — — — — CONDUIT QWIRE NOTE WIRE NOTES O CONSTRUCTION NOTE ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2—#8 (ILL) 3 EX EX 2—#8 (ILL) TO REMAIN 4 EX EX 2—#8 (ILL) REMOVE UNUSED WIRING 5 2" 4—#8 (ILL) 6 3" 1-48CT FO 7 1" 3—#12 (ILL*) s BUS SHELTER 8 2" 2—#8 (ILL), 3—#12 (ILL*) s BUS SHELTER 9 2" 2—#8 (ILL), 2—#8(GATEWAY) 10 4" 1 FUTURE 5G NETWORK NUILb 1. GROUND HARE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWSE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE 0 N ui w LU N Lo N ao a V) z J x a 0 10 20 40 60 SCALE IN FEET LUMINAIRE SCHEDULE LUMINARE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS 81 • : DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V s s : 1 (S2) *SEE SIGNAL PLANS B2 s All, DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V s s s 1 (S2) *SEE SIGNAL PLANS B3 • • DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V s s • 1 (S2) *SEE SIGNAL PLANS B4 s s DEC ROADWAY 135W, LED, III, 400OK, 83—UO—G2, 240V s s s 1 (S2) *SEE SIGNAL PLANS P10 REMOVED FROM PLANS _ — — — — REMOVED FROM PLANS P11 RAINIER 20+66 39.3' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—Gi, 240V 4' 16.5' FIXED 5 (S2) P68 RAINIER 20+78 36.5' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5' FIXED 13 (S2) ss 8 DEC ROADWAY 135W, LED, III, 4000K, 83—UO—G2, 240V 6' 35.5' 13 (S2) P69 RAINIER 21+42 30.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—Gi, 240V 4' 16.5' FIXED 5 (S2) ss 9 DEC ROADWAY 135W, LED, III, 4000K, 83—UO—G2, 240V 6' 35.5' 5 (S2) P12 RAINIER 21+80 36.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5' FIXED 13 (S2) P13 RAINIER 22+25 33.7' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5' FIXED 5 (S2) 10 RAINIER 22+35 36.7' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXED 13 (S2) ss P14 DEC PEDESTRIAN 55W, LED, II, 4000K, 61—UO—G1, 240V 4' 16.5' 13 (S2) ss 10' FOUNDATION DEPTH, #4 HORIZONTAL HOOPS AT 12" SPACING, 8—#7 VERTICAL BARS O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. O CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O FURNISH AND INSTALL SIGNAL POLE MOUNTED LUMINAIRE PER LUMINAIRE SCHEDULE, THIS SHEET. FOR ADDITIONAL INFORMATION SEE SIGNAL PLANS, SHEETS 212-224. Oj LOCATION OF ELECTRICAL SERVICE CABINET. FOR ADDITIONAL INFORMATION, SEE SIGNAL PLANS, SHEETS 212-224. FOR PANEL SCHEDULE, SEE ILLUMINATION DETAILS, SHEETS 210-211. ® FOR SIGNAL POLE MOUNTED LUMINAIRE REMOVAL, SEE SIGNAL PLANS, SHEETS 212-224. 11 EXISTING ROADWAY LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING/CONDUIT DURING CONSTRUCTION. 14 FOR CONDUIT/WIRING CONTINUATION SEE SIGNAL PLANS. 16 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION BOX SPLICES PRIOR TO GRINDING. © CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, HARING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. D... Sig. Envelope ID: ED11A2E1-DI3I3 0-AM-AA437739I3E4C 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. LEGEND EXISTING NEW DESCRIPTION TRAFFIC SIGNAL POLE WITH MAST ARM DECORATIVE SIGNAL POLE WITH MAST ARM AND ROADWAY LUMINAIRE o COBRAHEAD ROADWAY LUMINAIRE AND POLE o p DECORATIVE ROADWAY LUMINAIRE AND POLE ,tom �( DECORATIVE PEDESTRIAN LUMINAIRE AND POLE �J- DECORATIVE COMBINATION ROADWAY/ PEDESTRIAN LUMINAIRES AND POLE 0010 I9OEN JUNCTION BOX TYPE 1, 2 & 8 m TRAFFIC SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET - - CONDUIT Q WIRE NOTE WIRE NOTES O CONSTRUCTION NOTE ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2-#8 (ILL) 3 EX EX 2-#8 (ILL) TO REMAIN 4 EX EX 2-#8 (ILL) REMOVE UNUSED WRING 5 2" 4-#8 (ILL) 6 3" 1-48CT FO 7 1" 3-#12 (Ills) s BUS SHELTER 8 2" 2-#8 (ILL), 3-#12 (ILL*) « BUS SHELTER 9 2" 2-#8 (ILL), 2-#8(GATEWAY) 10 1 4" 1 IFUTURE 5G NETWORK NOTES: 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 513 (SMALL CELL) NETWORKS SHALL BE NUMBER REVISION DESCRIPTION CD N N N LUMINAIRE SCHEDULE — J J 77 4 2 ° 14 23+00-------24+00-- - �--------------- RAINIER AVE S 18 2 14. W �4 IL — — --- --- -- I PLAN 0 10 20 40 60 SCALE IN FEET l D © © O O G --��R/W --- ELECTRICAL CONSTRUCTION NOTES SERVICE "SY O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. ST PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. O CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, BASE COVER, BASE PLATE, HARING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND CAP AND ABANDC EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR LUMINAIRE POLE STATION POLE OFFSET # LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS 11 RAINIER 22+68 33.4' RT DEC ROADWAY 135W, LED, III, 4000K, 83-UO-G2, 240V 8' 35.5' FIXED 8 (S3) ss P15 RAINIER 22+86 36.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-G1, 240V 4' 16.5' FIXED 9 (S3) P16 RAINIER 23+28 31.0' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 8 (S3) 12 RAINIER 23+81 36.7' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 9 (S3) s« P17 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-Gi, 240V 4' 16.5' 9 (S3) P70 RAINIER 23+82 32.0' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 8 (S3) •• 13 DEC ROADWAY 135W, LED, III, 4000K, 83-UO-G2, 240V 6' 35.5' FIXED 8 (S3) P19 RAINIER 24+34 31.9' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 9 (S3) P18 RAINIER 24+50 36.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 9 (S3) Ci « s DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V « « « 1 (S3) *SEE SIGNAL PLANS C2 s « DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V « s s 1 (S3) *SEE SIGNAL PLANS P20 RAINIER 25+72 32.0' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 5 (S3) 14 RAINIER 26+37 36.6' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5' FIXED 5 (S3) ss P21 RAINIER 26+47 36.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 13 (S3) ss 10' FOUNDATION DEPTH, #4 HORIZONTAL HOOPS AT 12" SPACING, 8-#7 VERTICAL BARS � CiGAN SURVEYED: KPG KPG 4 DRAWN BY: EH T DESIGN 8V: DE CHECK BY: IC Seattle P�F 39324 ¢', 3131 ott Avenue, Suite 400 l� �'IONAL PROJ MGR: JF Seattle, WA 98121 206.286.1640 Tacoma Wenatchee KPG.com BY APP. DATE FILE: 14087A-ILL01.dwg I I REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CIT OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O FURNISH AND INSTALL SIGNAL POLE MOUNTED LUMINAIRE PER LUMINAIRE SCHEDULE, THIS SHEET. FOR ADDITIONAL INFORMATION SEE SIGNAL PLANS, SHEETS 212-224. O LOCATION OF ELECTRICAL SERVICE CABINET. FOR ADDITIONAL INFORMATION, SEE SIGNAL PLANS, SHEETS 212-224. FOR PANEL SCHEDULE, SEE ILLUMINATION DETAILS, SHEETS 210-211. 90 EXISTING PRIVATELY OWNED LUMINAIRE. COORDINATE REMOVAL OF LUMINAIRE, POLE, FOUNDATION AND ALL ASSOCIATED EQUIPMENT WTH PROPERTY OWNER. 14 FOR CONDUIT/WIRING CONTINUATION SEE SIGNAL PLANS. 16 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING FROM STUBOUT TC EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION BOX SPLICES PRIOR TO GRINDING. ig INSTALL CONDUIT STUB —UP INTO BUS SHELTER FOUNDATION PER KING COUNTY METRO TRANSIT STANDARD DETAIL D112. COIL WIRE IN JUNCTION BOX, THEN PULL INTO SHELTER WHEN DIRECTED. INSTALL SUFFICIENT LENGTH OF WIRE TO ENABLE CONNECTION TO SHELTER LIGHTING SYSTEM BY OTHERS. COORDINATE ALL WORK WITH KING COUNTY METRO TRANSIT INSPECTOR. SEE SPECIAL PROVISIONS. Q CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATiM COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, HARING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWING NO. 203 BID (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A DOCUMENT • Public Works Department ILLUMINATION AND INTERCONNECT PLAN FED AID NO. STP(UL)-1615(005) APP ED FOR CONSTRUCTION By WH DATE12/22/2022 1 4:08 PM PST STA 22+50 TO STA 27+00 DATE: JULY 2022 SHEET NO. 203 OF 285 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC LUMINAIRE SCHEDULE LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASECIRCUIT COMMENTS P22 RAINIER 27+16 35.3' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 FIXED 113 15 RAINIER 26+29 36.8' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXEDs* P23 DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—Gi, 240V 4' 16.5 P24 RAINIER 27+87 37.9' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 FIXED 13 (S3) 16 RAINIER 27+94 38.2' RT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 8' 35.5' FIXED 5 (S3) ss 17 RAINIER 28+29 39.2' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXED 13 (S3) ** P25 DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 13 (S3) 18 RAINIER 28+80 49.3' RT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXED 5 (S3) ss P26 DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 5 (S3) P27 RAINIER 29+23 52.4' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 FIXED 5 (S3) 19 RAINIER 29+52 45.1' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXED 13 (S3) ss P48 DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 13 (S3) 20 RAINIER 30+07 54.5' RT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXEDr— 5 (S3) P29** DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—Gi, 240V 4' 16.5 5 (S3) P30 RAINIER 30+53 49.4' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 FIXED 12 (S4) P31 RAINIER 30+69 54.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—Gi, 240V 4' 16.5 FIXED 9 (S4) 21 RAINIER 30+90 P32 50.8' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' FIXED 12 (S4) ss DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5 12 (S4) ** 10' FOUNDATION DEPTH, #4 HORIZONTAL HOOPS AT 12" SPACING, 8—#7 VERTICAL BARS LO 0 N r— x CD M W Z J 2 a GENERAL NOTES CONSTRUCTION NOTES O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. O CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. Og EXISTING PRIVATELY OWNED LUMINAIRE. COORDINATE REMOVAL OF LUMINAIRE, POLE, FOUNDATION AND ALL ASSOCIATED EQUIPMENT WITH PROPERTY OWNER. 18 INSTALL PULL BOX AND MOUNTING HARDWARE PER WSDOT STD PLAN J-90.10. LID SHALL MATCH PROPOSED GRADE. Q INSTALL CONDUIT AND FEEDER WIRING TO PSE POWER SOURCE PER WIRE NOTES. COORDINATE ALL WORK WITH PSE, INCLUDING WIRING CONNECTION. © CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. PLAN L 0 10 20 40 60 SCALE IN FEET 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE HARING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. B. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2—#8 (ILL) 3 EX EX 2—#8 (ILL) TO REMAIN 4 EX EX 2—#8 (ILL) REMOVE UNUSED WIRING 5 2" 4—#8 (ILL) 6 3" 1-48CT FO 7 1" 3—#12 (ILL*) * BUS SHELTER 8 2" 2—#8 (ILL), 3—#12 (ILL*) * BUS SHELTER 9 2" 2—#8 (ILL), 2—#8(GATEWAY) 10 1 4" 1 IFUTURE 5G NETWORK NOTES: 1. GROUND HARE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 513 (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. LEGEND EXISTING NEW DESCRIPTION TRAFFIC SIGNAL POLE WITH MAST ARM DECORATIVE SIGNAL POLE MATH MAST ARM AND ROADWAY LUMINAIRE o } COBRAHEAD ROADWAY LUMINAIRE AND POLE p DECORATIVE ROADWAY LUMINAIRE AND POLE ter"\ DECORATIVE PEDESTRIAN LUMINAIRE AND POLE Tro1� DECORATIVE COMBINATION ROADWAY/ �1 ! PEDESTRIAN LUMINAIRES AND POLE ®eD] HA I JUNCTION BOX TYPE 1, 2 & 8 ® CD TRAFFIC SIGNAL CONTROLLER CABINET ® CK ELECTRICAL SERVICE CABINET — — CONDUIT Q WIRE NOTE p CONSTRUCTION NOTE �P oCwOANr`F P�F 39324 m �IONAL Ey1 SURVEYED: KPG DRAWN BY: EH DESIGN 8V: DE CHECK BY: JC PROJ MGR: JF FILE: 14087A-ILL02.dwg KPG • � BID Seattle DOCUMENT 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 Tacoma I Wenatchee I KPG.com • CITY OF RENTON a Public Works Department APP ED FOR CONSTRUCTION BY RMH DATE12/22/2022 1 RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 (S 3RD ST TO NW 3RD PL) ILLUMINATION AND INTERCONNECT PLAN 4:08 Pro PST STA 27+00 TO STA 31 +00 2OA DRAWING NO. L Y PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005) DATE: JULV 2022 SHEET NO. 204 OF 285 NUMBER REVISION DESCRIPTION BY APP. DATE D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC k •m•• ti / 21 . m / 2 JT_ S S— oN ..." 5 - - - w W W W w M B t t i t B t t i t B t I t tLLj 9 >` s 4 RAINIER AVE S U H � ssessss ssesss sssesssssssBs FOR LEGEND AND I, • GENERAL NOTES, SEE SHEET 204 ^ PLAN 0 10 20 40 60 SCALE IN FEET LUMINAIRE SCHEDULE S / CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR OLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECPRATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, OLE, ARMS, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL CONSTRUCTION NOTES Oj CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION PER C.O.R. STD PLAN NUMBERING TO LUMINAIRE POLE PE C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE TAILS, SHE 210-211, AN C.O.R. 119 AND 12 . 117.1A. FURNISH AND INSTALL DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, CONDUIT, WIRING, BASE COVER, BASE PLATE, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE ♦ _ DDITiONAL INFORMATION SEE DETAILS,SHEETS 210-2 , %�� I r AND C.O.R. STD PLANS 117.3 119 AND 124 71, _h�fWjf I O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 xxxxxxxxxxxx AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. �K`xkH' a ee S_ 2 +_ X- _ �T---- ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND CAP AND ABANDON P V k x �� EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE 1 xxxx XO COMPLETELY. BACKFlLL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE Xxxxxx AND LUMINAIRE PER SPECIAL PROVISIONS. _ --- ♦ � 4 o O FURNISH AND INSTALL SIGNAL POLE MOUNTED LUMINAIRE PER LUMINAIRE SCHEDULE, THIS SHEET. FOR ADDITIONAL INFORMATION SEE SIGNAL PLANS, SHEETS 212-224. 1' P - -- - - w O 7 LOCATION OF ELECTRICAL SERVICE CABINET. FOR ADDITIONAL INFORMATION, SEE SIGNAL PLANS, SHEETS 14 26 28 v=i 212-224. FOR PANEL SCHEDULE, SEE ILLUMINATION DETAILS, SHEETS 210-211. F ` 0 Lr) ® FOR SIGNAL POLE MOUNTED LUMINAIRE REMOVAL SEE SIGNAL PLANS SHEETS 212-224 q I/ i B t St i t B t I l t S t t t B t S B i t t 1 B t is t t B I t i s B I t t I B t t SS t SBA + r "� 12 FOR LUMINAIRE CONSTRUCTION NOTE, SEE SIGNAL PLANS. INSTALL LUMINAIRE PER LUMINAIRE SCHEDULE, W W W W W THIS SHEET. 4 w 14 FOR CONDUIT/WIRING CONTINUATION SEE SIGNAL PLANS. I t I B t I t t B t 1 I B t $ I t B i t t t B t t t l e t t t t e t i t a[ t i t B t t t t B t t t t 9 1 34,+DQ RAINIER AVE N 35+00 Z = 16 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO c� EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION BOX SPLICES PRIOR TO GRINDING. i t B i 7. B l 1 t B t t I t B t t 8 I B t t t t e t t I t B t t t t a t t t t B t i t t B i t t t B t Q REMOVE EXISTING JUNCTION BOX, ALL EXISTING HARING, AND ALL EXPOSED, UNUSED CONDUIT. BACKFlLL \ T 17 O AND COMPACT VOID PER SPECIAL PROVISIONS. CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION PER C.O.R. STD PLAN 5 7 14 2 16 (TYP) 4 2 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, CONDUIT WIRING, BASE COVER, BASE PLATE, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD 27 PLANS 117.3, 119 AND 124. D1 © CONTRACTOR SHALL EXERCISE CARE IN LOCATING POLE AND FOUNDATION, AND SHALL PROVIDE A MINIMUM OF 48" PEDESTRIAN ACCESS ROUTE (PAR) WIDTH BETWEEN DECORATIVE POLE BASE AND L=Z4 FRONT OF SIDEWALK (BACK OF CURB). WIRE NOTES S4" FO - Fo / Fo so LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS 22 RAINIER 31+29 54.5' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 9 (S4) ** P33 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-Gi, 240V 4' 16.5' 9 (S4) D1 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S4) *SEE SIGNAL PLANS D2 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S4) *SEE SIGNAL PLANS D3 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S4) *SEE SIGNAL PLANS D4 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S4) *SEE SIGNAL PLANS D5 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S4) *SEE SIGNAL PLANS D6 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S4) *SEE SIGNAL PLANS NUMBER REVISION DESCRIPTION BY IAPP. �DATEDATE P CtGAN� Po 39324��m � � 1 IpNAL P LUMINAIRE SCHEDULE ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 2 2" 2-#8 (ILL) 6 3" 1-48CT FO 10 4" FUTURE 5G NETWORK 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 1 A" C(1Nf1illTC F(1R FI IT IRF 5(,' (CMAI I CFI I) NFTW(1R1(C CHAT I RF DIVInFI) INTO A RACFWAVC LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS 23 RENTON AVE 598+61 52.3' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 12' 35.5' FIXED 13 (S4) ** 24 RENTON AVE 598+77 45.0' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 8' 35.5' FIXED 13 (S4) ** 25 AIRPORT WAY 600+78 54.0' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 8' 35.5' FIXED 8 (S4) ** P35 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 8 (S4) P36 AIRPORT WAY 601+33 56.1' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 8 (S4) P34 AIRPORT WAY 601+48 53.9' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 9 (S4) P37 RAINIER 33+78 79.9' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 8 (S4) 26 RAINIER 33+98 45.8' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 13 (S4) ** P38 DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' 13 (S4) P39 RAINIER 34+14 44.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 5 (S4) 27 RAINIER 34+68 44.5' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 5 (S4) ** P40 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 5 (S4) 28 RAINIER 35+20 45.5' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6 35.5' FIXED 13 (S4) ** P41 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 13 (S4) P42 RAINIER 35+34 44.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 5 (S4) SURVEYED: KPG KPG Agatk DRAWING NO. 2OrJ DRAWN BY: EH CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DESIGN BY: p � BID w (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A DE Public Works DeRZWpartment FED AID NO. STP(UL)-1615(005: CHECK BY: JC Seattle DOCUMENT 3131 Elliott Avenue, Suite 400 ILLUMINATION AND INTERCONNECT PLAN PROJ M087 JF Seattle, WA 98121 AP ED FOR CONSTRUCTION RMH iz/zz/zozz I 4:08 PM PST STA 31 +00 TO STA 35+50 DATE: JULY2022 SHEET NO. 205 OF 285 FILE: 14087A-ILL02.dwg Tacoma I Wenatchee I6KPGeo4m BY� DATE. D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 0 N w w x N Lo ul M a r rn Z c; r a GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE MATH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCA110NS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUC110N IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 0 10 20 40 60 SCALE IN FEET LEGEND EXISTING NEW DESCRIPTION TRAFFIC SIGNAL POLE WITH MAST ARM DECORATIVE SIGNAL POLE WITH MAST ARM AND ROADWAY LUMINAIRE o-0 COBRAHEAD ROADWAY LUMINAIRE AND POLE o- DECORATIVE ROADWAY LUMINAIRE AND POLE �t \ DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DECORATIVE COMBINATION ROADWAY/ �1--! PEDESTRIAN LUMINAIRES AND POLE ®em NII ■ JUNCTION BOX TYPE 1, 2 & 8 ® I= TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET — - - — CONDUIT 0 WIRE NOTE Q CONSTRUCTION NOTE ** 10' FOUNDATION DEPTH, #4 HORIZONTAL HOOPS AT 12" SPACING, 8-#7 VERTICAL BARS CONSTRUCTION NOTES O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. 10 EXISTING PRIVATE LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT EXISTING LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT. 18 INSTALL PULL BOX AND MOUNTING HARDWARE PER WSDOT STD PLAN J-90.10. LID SHALL MATCH PROPOSED GRADE. © CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2-#8 (ILL) 3 EX EX 2-#8 (ILL) TO REMAIN 4 EX EX 2-#8 (ILL) REMOVE UNUSED HARING 5 2" 4-#8 (ILL) 6 3" 1-48CT FO 7 1" 3-#12 (ILL*) : BUS SHELTER 8 2" 2-#8 (ILL), 3-#12 (ILL:) • BUS SHELTER 9 2" 2-#8 (ILL), 2-#8(GATEWAY) 10 4" FUTURE 5G NETWORK NOTES., 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. LUMINAIRE SCHEDULE LUMINARE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS P43 RAINIER 35+87 37.1' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 13 (S4) 29 RAINIER 36+02 44.5' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5 FIXED 5 (S4) •• P44 DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' S (S4) 30 RAINIER 36+53 34.7' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 13 (S4) •� P45 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 13 (S4) P46 RAINIER 36+70 44.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 5 (S4) P47 RAINIER 37+29 34.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 9 (S5) 31 RAINIER 37+39 44.2' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35' FIXED 8 (S5) P48 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5, 8 (S5) 32 RAINIER 38+06 34.7' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35' FIXED 9 (S5) •• P49 DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' 9 (S5) P50 RAINIER 37+95 43.3' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 8 (S5) 33 RAINIER 38+63 41.6' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V B. 35.5' FIXED 8 (S5) •• P51 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 8 (S5) P52 RAINIER 38+70 34.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 1 9 (S5) D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC PLAN GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE PATH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. -R W--- % - - --jam -- CONSTRUCTION NOTES O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. O CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND HARING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O FURNISH AND INSTALL SIGNAL POLE MOUNTED LUMINAIRE PER LUMINAIRE SCHEDULE, THIS SHEET. FOR ADDITIONAL INFORMATION SEE SIGNAL PLANS, SHEETS 212-224. O LOCATION OF ELECTRICAL SERVICE CABINET. FOR ADDITIONAL INFORMATION, SEE SIGNAL PLANS, SHEETS 212-224. FOR PANEL SCHEDULE, SEE ILLUMINATION DETAILS, SHEETS 210-211. 11 EXISTING ROADWAY LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT AND WiRING/CONDUIT DURING CONSTRUCTION. 14 FOR CONDUIT/HARING CONTINUATION SEE SIGNAL PLANS. 21 CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, BASE PLATE, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. © INTERCEPT EXISTING ILLUMINATION CONDUIT, AND RE-ROUTE INTO NEW JUNCTION BOX TO ENABLE CORRIDOR RACEWAY CONNECTIVITY. MATCH EXISTING CONDUIT SIZE. CAP AND ABANDON UNUSED EXISTING CONDUIT. VERIFY POWER SOURCE FOR EXISTING ILLUMINATION CIRCUIT, IN THE FIELD, HATH THE CITY TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE. SPLICE WIRES AND RE -ENERGIZE EXISTING ILLUMINATION CIRCUITS FROM NEW SERVICE, IF REQUIRED. REMOVE ALL UNUSED EXISTING ILLUMINATION HARING TO POWER SOURCE. 0 CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION, CONDUITS, AND ANCHOR BOLTS PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, BASE COVER, BASE PLATE, WIRING, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. 0 10 20 40 60 NOTES: WIRE NOTES SCALE IN FEET 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND HARE. GROUND LEGEND SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL RACEWAY/ CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON'. ® CONDUIT SIZE CONDUCTORS COMMENTS EXISTING NEW DESCRIPTION 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 2 2" 2-#8 (ILL) TRAFFIC SIGNAL POLE WITH MAST ARM 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. 6 3" 1-48CT FO DECORATIVE SIGNAL POLE HATH MAST ARM LUMINAIRE SCHEDULE 10 4" FUTURE 5G NETWORK AND ROADWAY LUMINAIRE o- } COBRAHEAD ROADWAY LUMINAIRE AND POLE LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS o- p DECORATIVE ROADWAY LUMINAIRE AND POLE P53 RAINIER 39+30 39.0' RT DEC PEDESTRIAN 55W, LED, II, 4000K, 81-UO-G1, 240V 4' 16.5' FIXED 8 (S5) DECORATIVE PEDESTRIAN LUMINAIRE AND 34 DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' 9 (S5) POLE RAINIER 39+33 34.7' LT FIXED ** P54 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 9 (S5) l�orl DECORATIVE COMBINATION ROADWAY/ Y�1 ! PEDESTRIAN LUMINAIRES AND POLE 35 DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' 8 (S5) RAINIER 39+86 37.0' RT FIXED ** 0007 H117 JUNCTION BOX TYPE 1, 2 & 8 P55 DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' 8 (S5) ® m TRAFFIC SIGNAL CONTROLLER CABINET P56 RAINIER 40+07 34.7' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 9 (S5) ® ® ELECTRICAL SERVICE CABINET E1 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V * * * 1 (S5) *SEE SIGNAL PLANS — - - — CONDUIT E2 * * DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V s * * 1 (S5) *SEE SIGNAL PLANS Q WIRE NOTE P57 RAINIER 41+24 33.5' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 5 (S5) O CONSTRUCTION NOTE 36 RAINIER 41+55 39.5' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5, FIXED 13 (S5) ** 37 DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' 5 (S5) RAINIER 41+89 32.5' RT FIXED ** P58 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-GI, 240V 4' 16.5' 5 (S5) 45 RAINIER 40+98 1 68.8' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 10' 35.5' FIXED 13 (S5) ** ** 10' FOUNDATION DEPTH. #4 HORIZONTAL HOOPS AT 12" SPACING. 8-#7 VERTICAL BARS D... Sig, Envelope ID: EDllA2E1-DBB3-400-ADE2-AA437739BE4C GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2• UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE HARING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. LEGEND EXISTING NEW DESCRIPTION -__ TRAFFIC SIGNAL POLE WITH MAST ARM DECORATIVE SIGNAL POLE WITH MAST ARM AND ROADWAY LUMINAIRE o} COBRAHEAD ROADWAY LUMINAIRE AND POLE o-} p DECORATIVE ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DECORATIVE COMBINATION ROADWAY/ ��--! PEDESTRIAN LUMINAIRES AND POLE ®Bm BOA JUNCTION BOX TYPE 1, 2 & 8 ® m TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET — — — CONDUIT Q WIRE NOTE Q CONSTRUCTION NOTE 4) 0 N uj uj x <n Lo 0 N Ln w az U LUMINAIRE SCHEDULE PLAN 0 10 20 40 60 SCALE IN FEET LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID # CIRCUIT # COMMENTS P71 3RD ST 201+61 38.0' LT DEC PEDESTRIAN 55W, LED, II, 40DOK, Bi—UO—Gi, 240V 4' 16.5' FIXED 9 (Si) ** 42 DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 6' 35.5' 9 (S1) P65 3RD ST 202+20 42.9' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1—UO—G1, 240V 4' 16.5' FIXED 9 (Si) 43 3RD ST 202+83 39.5' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 10' 35.5' FIXED 9 (S1) ss P66 3RD ST 203+45 39.5' LT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi—UO—Gi, 240V 4' 16.5' FIXED 9 (S1) 44 3RD ST 204+04 35.6' LT DEC ROADWAY 135W, LED, III, 4000K, B3—UO—G2, 240V 10' 35.5' FIXED 9 (Si) ss CONSTRUCTION NOTES O CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL DECORATIVE COMBINATION ROADWAY/PEDESTRIAN LUMINAIRES, POLE, ARMS, CONDUIT, WIRING, BASE COVER, BASE PLATE, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. ® REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O EXISTING PRIVATELY OWNED LUMINAIRE. COORDINATE REMOVAL OF LUMINAIRE, POLE, FOUNDATION AND ALL ASSOCIATED EQUIPMENT WITH PROPERTY OWNER. 11 EXISTING ROADWAY LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING/CONDUIT DURING CONSTRUCTION. 21 CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION PER C.O.R. STD PLAN 117.1A. FURNISH AND INSTALL ARTERIAL STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE COVER, BASE PLATE, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121, FOR ADDITIONAL INFORMATION SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. © CONTRACTOR SHALL EXERCISE CARE IN LOCATING POLE AND FOUNDATION, AND SHALL PROVIDE A MINIMUM OF 48" PEDESTRIAN ACCESS ROUTE (PAR) WIDTH BETWEEN DECORATIVE POLE BASE AND FRONT OF SIDEWALK (BACK OF CURB). © INTERCEPT EXISTING ILLUMINATION CONDUIT, AND RE—ROUTE INTO NEW JUNCTION BOX TO ENABLE CORRIDOR RACEWAY CONNECTIVITY. MATCH EXISTING CONDUIT SIZE. CAP AND ABANDON UNUSED EXISTING CONDUIT. VERIFY POWER SOURCE FOR EXISTING ILLUMINATION CIRCUIT, IN THE FIELD, WITH THE CITY TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE. SPLICE WIRES AND RE —ENERGIZE EXISTING ILLUMINATION CIRCUITS FROM NEW SERVICE, IF REQUIRED. REMOVE ALL UNUSED EXISTING ILLUMINATION WIRING TO POWER SOURCE. WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2—#8 (ILL) 3 EX EX 2—#8 (ILL) TO REMAIN 4 EX EX 2—#8 (ILL) REMOVE UNUSED WIRING 5 2" 4—#8 (ILL) 6 3" 1-48CT FO 7 1" 3—#12 (Ills) s BUS SHELTER 8 2" 2—#8 (ILL), 3—#12 (Ills) s BUS SHELTER 9 2" 2—#8 (ILL), 2—#B(GATEWAY) 10 4" FUTURE 5G NETWORK NOTES 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTIUTY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATIONS OF ALL FEATURES ARE SHOWN FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. CONDUIT LOCATIONS ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. PLACE CONDUITS IN JUT WHERE PRACTICABLE. 6. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 7 ALL CONDUITS AND LUMINAIRE WIRING BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLANS 117.1A AND 119. CONDUITS SHALL BE 2" UNLESS NOTED OTHERWISE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS (270 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 270 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.1 OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE FROM EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. LEGEND EXISTING NEW DESCRIPTION TRAFFIC SIGNAL POLE MATH MAST ARM DECORATIVE SIGNAL POLE WITH MAST ARM AND ROADWAY LUMINAIRE o-} COBRAHEAD ROADWAY LUMINAIRE AND POLE DECORATIVE ROADWAY LUMINAIRE AND POLE �Y\ DECORATIVE PEDESTRIAN LUMINAIRE AND POLE DECORATIVE COMBINATION ROADWAY/ �1 -! PEDESTRIAN LUMINAIRES AND POLE XXEll 807 JUNCTION BOX TYPE 1, 2 & 8 ® Ctl TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET — - - — CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE �{ CONSTRUCTION NOTES 1 Oj CONSTRUCT ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE FOUNDATION PER C.O.R. STD PAN 117.1A. FURNISH AND INSTALL COMBINATIONLUMINAIRES, DECORAVE ROADWAY/PEDESTRIAN IRPOLE, ARMS, R/W WIRING,BA ECOVERBASE PLATE, ANDAPP APPLY DECAL CCONDU T¶ ° NUMBERING TO LUMINAIRE POLE PER C.O.R. STD PLANS 117.1 AND 121. od od od FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. —0d�---- t7— - od O CONSTRUCT ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRE POLE AND FOUNDATION PER C.O.R. STD PLAN 117.2. FURNISH AND INSTALL - d-------___�___ DECORATIVE PEDESTRIAN LUMINAIRE, POLE, ARM, CONDUIT, WIRING, BASE - - d � COVER, AND APPLY DECAL NUMBERING TO LUMINAIRE POLE PER C.O.R. STD � — ° - — —' _ -� d - PLANS 117.2 AND 121. FOR ADDITIONAL INFORMATION SEE DETAILS, SHEETS --- — 210-211, AND C.O.R. STD PLANS 117.3, 117.4, 119 AND 124. _ REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, AND HARING 38 AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING 4 1 2 4 .. , 21 FOUNDATION 3' BELOW PROPOSED GRADE OR REMOVE COMPLETELY. ° , , .. , .. 11 n BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE ° ' • • . • • . ° �^� CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. N ..° ... ... ••° a 10 O EXISTING PRIVATE LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT EXISTING LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT. r ••° ..° ,$ , :. .o .. ' o `" + e, f , f , f e �,", e f , 11 EXISTING ROADWAY LUMINAIRE TO REMAIN. CONTRACTOR TO PROTECT o 602+„f„f .`-603+00 AIRPORT WAY 604+00 LUMINAIRE, POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING/CONDUIT ° ° ° °T, DURING CONSTRUCTION. N 21 CONSTRUCT ARTERIAL STREETSMALLDECORATIVE LUMINAIRE I1 ° ° ... _ ... .... ° .. ° 7.1A. FURNISH AND INSTALL FOUNDATION PER C.O.R. STD AN 1IARTERIAL J.. ° . • • • 2 10 21 402 STREET DECORATIVE ROADWAY LUMINAIRE, POLE, ARM, CONDUIT, WIRING, 4• 21 AND PLY COVER,OLE DECAL121. _ ° . • • • • • . ° . , o I} _ PALE PER C.O.R. .R.S 1SETDLATE, P PLANS 117.1 FOR ADDITIONAL INFORMATION AND SEE DETAILS, SHEET 210-211, AND C.O.R. STD PLANS 117.3, 119 AND 124. W W 39 W 41 - s d - R/W— � R/W--- � N r , z / a o MJ / Q / LV JI PLAN 0 10 20 40 60 SCALE IN FEET LUMINAIRE SCHEDULE LUMINAIRE # POLE STATION POLE OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE POLE ID BASE # CIRCUIT # COMMENTS 38 AIRPORT WAY 602+03 48.9' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 6' 35.5' FIXED 8 (S4) *s P59 DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' 8 (S4) 39 AIRPORT WAY 602+11 47.1' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 8' 35.5' FIXED 9 (S4) *s P61 AIRPORT WAY 602+54 44.8' RT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 9 (S4) P60 AIRPORT WAY 602+62 64.6' LT DEC PEDESTRIAN 55W, LED, II, 4000K, B1-UO-G1, 240V 4' 16.5' FIXED 8 (S4) 40 AIRPORT WAY 603+22 64.0' LT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 12' 35.5' FIXED 8 (S4) ** 41 AIRPORT WAY 603+30 42.4' RT DEC ROADWAY 135W, LED, III, 4000K, B3-UO-G2, 240V 8' 35.5' FIXED 9 (S4) ** P62 AIRPORT WAY 604+17 40.0' RT DEC PEDESTRIAN 55W, LED, II, 4000K, Bi-UO-Gi, 240V 4' 16.5' FIXED 9 (S4) ** 10' FOUNDATION DEPTH, #4 HORIZONTAL HOOPS AT 12" SPACING, 8-#7 VERTICAL BARS WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE 2 2" 2-#8 (ILL) 3 EX EX 2-#8 (ILL) TO REMAIN 4 EX EX 2-#8 (ILL) REMOVE UNUSED HARING 5 2" 4-#8 (ILL) 6 3" 1-48CT FO 7 1" 3-#12 (ILL*) * BUS SHELTER 8 2" 2-#8 (ILL), 3-#12 (ILL*) * BUS SHELTER 9 2" 2-#8 (ILL), 2-#8(GATEWAY) 10 1 4" 1 IFUTURE 5G NETWORK NOTES: 1. GROUND WIRE NOT SHOWN. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC J m � H N W Q U) O to U CKT13� > 2-#8 (ILL) \� X5 -X8 CKT 9 CKT 1 - CKT 13 CKT 9 3.� �-#8 (ILL) �-#8 (ILL) 0� 2-#8 (ILL) �-#8 (ILL) � - - - '---t---�-- t---T---t----r - 1 •-----•--- X 6 X 1 � 8 12 RAINIER AVE S X X I A3 A2 Al � I P1 1 3 P4 5 P7 7 61 6 i P5 + - -�-----�-�--�--�-� 2TOLL) 1 CKT 5 CKT 8 2-#8 (ILL) 2-#8 (ILL) Z N SERVICE "Si" N CKT 8 11-- EXISTING GATEWAY in 2 #8 (ILL) fA MONUMENT SIGN G' AND UPLIGHTS eh PANELSCHEDULE # 51 LOCATION: RAINIER AVE S & S 3RD ST/SW SUNSET BLVD VOLTS: 120/240 PHASE: 1 SERVING: SIGNAL, ILLUMINATION MAIN BREAKER: 200 AMPS WIRE: 3 CK#T LOAD DESCRIPTION KVA KVA LOAD DESCRIPTION T ATRIP MPS 1 ATRIP 2 20 ILLUMINATION 1.2 TRAFFIC SIGNAL SYSTEM 2 1 (EX6,A1,A2,A3) 0.7 20 3 5 4 15 6 15 2.0 GFCI RECEPTACLE 4 5 ILLUMINATION 0.5 0.3 CONTROL PHOTOCELL 6 0.3 GATEWAY MONUMENT SIGN 8 (P1,1,3,P4,P67) 20 7 9 8 20 10 60 ILLUMINATION (EX3,EX4, 1.2 FUTURE SMALL CELL NETWORK 10 9 (P64,42,P65,43,P66,44,P71) 1.1 20 11 13 20 12 60 14 1.2 FUTURE SMALL CELL NETWORK 12 13 ILLUMINATION 0 9 - BLANK 14 - BLANK 16 (EX1,EX2,EX5,EX7,EXB) 15 17 19 16 18 0 17 BLANK - - BLANK 18 19 BLANK - - BLANK 20 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONNECTED LOAD: 9.4 KVA 39.2 MPS CONTROLLED BY PHOTOCELL DEMAND LOAD (1257): 11.8 KVA 49.0 MPS PANELSCHEDULE RAINIER AVE S 11 � 13 �', C 7 - CKT 5 CKT 8 2-#8 (ILL) 2-#8 (ILL) CKT 1 CKT 13 - 2-#8 (ILL) - / 2-#8 (ILL) 2 2 2 C2 2 15 2 17 19 RAINIER AVE S CKT 5 2-#8 (ILL) SERVICE "S2" CKT 12 SERVICE "S3" 3-#12 (BUS SHELTER ILL) ONE -LINE DIAGRAM I NTS # S2 LOCATION: RAINIER AVE S & S 2ND ST SERVING: SIGNAL, ILLUMINATION VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 200 AMPS WIRE: 3 C#T LOAD DESCRIPTION 1 20 3 8 207 20 9 11 13 20 15 17 19 TRIPOAD 2 20 4 15 6 15 8 10 20 12 20 14 60 16 60 18 0 DESCRIPTION #ILLUMINATION 1(B1,B2,B3,B4) tKVAMPS 1.2 TRAFFIC SIGNAL SYSTEM 2 2.0 GFCI RECEPTACLE 4 5 ILLUMINATION (P11,9,P13,P69) 0.3 CONTROL (PHOTOCELL) 6 0.6 ILLUMINATION (P5,5,P7,7,P9) 8 9 ILLUMINATION (P2,2,P3,4,P6,6,P8) 1.0 1 IRRIGATION 12 13 ILLUMINATION (8,1`12,P14,10,P68) 0.5 1.2 FUTURE SMALL CELL NETWORK 14 1.2 FUTURE SMALL CELL NETWORK 16 17 BLANK - - BLANK 18 19 BLANK - - BLANK 20 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL CONNECTED LOAD: 9.9 KVA 41.3 MPS DEMAND LOAD (125%): 12.4 KVA 51.6 MPS PANELSCHEDULE # S3 LOCATION: RAINIER AVE S & SW VICTORIA ST SERVING: SIGNAL, ILLUMINATION VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 200 AMPS WIRE: 3 C#T LOAD DESCRIPTION KVA MPS 1 20 3 5 20 7 9 20 11 13 20 15 17 19 AMPS 2 20 4 15 6 15 8 10 20 12 20 14 60 16 60 18 0 KVA LOAD DESCRIPTION CST 1 ILLUMINATION (C1,C2) 0.4 1.2 TRAFFIC SIGNAL SYSTEM 2 2.0 GFCI RECEPTACLE 4 5 ILLUMINATION (P20,14,P22, 16,18,P26,P27,20,P29) 1 0 0.3 CONTROL (PHOTOCELL) 6 0.5 ILLUMINATION (11,P16,13,P19,P70) 8 9 ILLUMINATION (P15,P17,12,P18) 0.4 0.4 BUS SHELTER ILLUMINATION 12 13 ILLUMINATION (P21,P23, 15,P24,P25,17,P28,19,) 0.9 1.2 FUTURE SMALL CELL NETWORK 14 1.2 FUTURE SMALL CELL NETWORK 16 17 BLANK - - BLANK 18 19 BLANK - - BLANK 20 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL CONNECTED LOAD: 9.5 KVA 39.6 AMPS DEMAND LOAD (1257): 11.9 KVA 49.5 AMPS D... Sig. E-bp" ID: ED11AM-D!313 0-ADE2-AA43773913UC H- X w Ill Q z O F- z LLI 24 — 2- ) 23 I CKT 13 CKT 12 — — — 22-#8 (ILL) 2-#8 (ILL) 3 i D6 �i I 3 4 4 4 j3 21 D4 I, 26 28 I; RAINIER AVE N , 3 22 D2 D1 I;I �tn 27 29 3 4 j4 CKT 9 2-#8 (ILL) CKT 5 I 2-#8 (ILL) Q SERVICE 'S4' O CKT 8 CL 2-#8 (ILL) Q 38 59 �6 - 40 J PANELSCHEDULE # S4 LOCATION: RANIER AVE S & AIRPORT WAY/RENTON AVE EXT. SERVING: SIGNAL, ILLUMINATION VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 200 AMPS WIRE: 3 CKT LOAD DESCRIPTION KVA TRIP AMPS 1 20 3 5 20 7 9 20 11 13 20 15 17 19 AMPS 2 20 4 15 6 15 8 10 20 20 20 60 tO60 KVA LOAD DESCRIPTION CKT 1 ILLUMINATION (D1,D2,D3,D4,D5,D6) 1.0 1.2 TRAFFIC SIGNAL SYSTEM 2 2.0 GFCI RECEPTACLE 4 5 ILLUMINATION (P39,27,P40,P42,29,P44,P46) 0.7 0.3 CONTROL (PHOTOCELL) 6 09 ILLUMINATION (40,P60,38,P59,P36,25,P35,P37) 8 9 ILLUMINATION (P31,22,P33,P34,39,P61,41,P62) 0.9 ILLUMINATION (P30,P32,21) 12 13 ILLUMINATION (23,24,P38, 26,P41,28,P43,P45,30) 1'1 IRRIGATION 16 17 BLANK - L12 FUTURE SMALL CELL NETWORK 18 19 BLANK - FUTURE SMALLCELL NETWORK 20 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL CONNECTED LOAD: 11.8 KVA 49.2 AMPS DEMAND LOAD 1257: 14.8 KVA 61.5 AMPS W U Q J a 0 M z CKT 9 CKT 1 CKT 13 2-#8 (ILL) 2-#8 (ILL) 45 \ 2-#8 (ILL) 5 5 34 5 E2 36 RAINIER AVE N 31 33 35 E1 5 37 5 CKT 8 CKT 5 2-#8 (ILL) 2-#8 (ILL) SERVICE "S5" ONE -LINE DIAGRAM NTS PANELSCHEDULE # S5 LOCATION: RANIER AVE S & NW 3RD PL SERVING: SIGNAL, ILLUMINATION VOLTS: 120/240 PHASE: 1 MAIN BREAKER: 200 AMPS WIRE: 3 CKT LOAD DESCRIPTION KVA AMPS 1 20 3 5 20 7 9 20 11 13 20 15 17 19 AMPS 2 20 4 15 6 15 6 10 20 12 60 14 60 16 18 0 KVA LOAD DESCRIPTION CKT �l 1 ILLUMINATION (E1,E2) 0.4 1.2 TRAFFIC SIGNAL SYSTEM 2 2.0 GFCI RECEPTACLE 4 5 ILLUMINATION (P57,37,P58) 0 3 0.3 CONTROL PHOTOCELL 6 0.9 ILLUMINATION (31,P48, P50,33,P51,P53,35,P55) 8 9 ILLUMINATION (P47,P49, 32,P52,P54,34,P56) 0.7 1 1.2 IFUTURE SMALL CELL NETWORK 12 13 ILLUMINATION (36,45) 0.4 1.2 FUTURE SMALL CELL NETWORK 14 - BLANK 16 17 BLANK - - BLANK 18 19 BLANK - - BLANK 20 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL CONNECTED LOAD: 8.6 KVA 35.8 AMPS DEMAND LOAD (125%): 10.8 KVA 44.8 AMPS D... Sig. E"""bp" ID: ED11AM-D!313 0-ADE2-AA43773913UC EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION DECORATIVE SIGNAL POLE WITH MAST ARM AND VEHICLE/BICYCLE VIDEO DETECTION ZONE DECORATIVE LUMINAIRE ------- ®� m 8 0 Ell JUNCTION BOX TYPE 1, 2, 8 ® TYPE I OR TYPE PS SIGNAL POLE :l1A © SMALL CABLE VAULT ® 0. TYPE PPB SIGNAL POLE WITH PPB ® CD TRAFFIC SIGNAL CONTROLLER CABINET DECORATIVE ROADWAY LUMINAIRE AND POLE [} 90 DECORATIVE PEDESTRIAN LUMINAIRE AND POLE ® ® ELECTRICAL SERVICE CABINET VEHICLE SIGNAL HEAD ® IRRIGATION CONTROLLER CABINET e - TENON (FUTURE SIGNAL HEAD LOCATION) _ _ _ - CONDUIT POLE CONSTRUCTION NOTE PEDESTRIAN SIGNAL HEAD / I.R. EMERGENCY VEHICLE PRE-EMPTION O CONSTRUCTION NOTE / DETECTOR (EVPE) Q WIRE NOTE SIGNAL MAST ARM MOUNTED SIGN Q SIGN NOTE a PTZ CAMERA / 111111111114 VIDEO DETECTION CAMERA - 46 � a GPS EMERGENCY PRE-EMPTION TRANSPONDER \ _ 68-D METRO TRANSIT SIGNAL PRIORITY (TSP) ANTENNA �512 O 522 O 212 18 (TYP):: 222 0.232 ::.. .... ... PLAN PROPOSED SIGNAL HEAD ASSIGNMENTS EXISTING SIGNAL HEAD INDICATES HORIZONTAL PLUMBIZER ASSIGNMENTS LOCATION, TYP (TYPE "M" MOUNTING O 12" MAST ARM MOUNT) O 12" � 12" OY 12" OR 12" � 12" OY 12" 12" W OG 12" I rr OY 12" 12" 12" 12" ? G12" G 12" G 12"Lo O O - O O VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: EX VEHICLE EX VEHICLE EX PEDESTRIAN #21, 22, 23, #41, 45, 51/01-C, #42 #28, 29, 38, 48, HEADS: #61, HEADS: HEADS: #37, 49, 69 43, 44, 46 52/01-C 68 62, 63 #11 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW RETROREFLECTIVE TAPE. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "K" OR "D". ALL SIGNAL HEAD HOUSINGS AND TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL BACKPLATES SHALL BE BLACK COLOR (FRONT) AND YELLOW COLOR (BACK) PER SPECIAL PROVISIONS. 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE ` TYPE "A", "B" OR "D" MOUNTINGS. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. ALL SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE. SEE SPECIAL PROVISIONS. r�..� EX 69 �r PHASE SEQUENCE DIAGRAM EVPE SCHEDULE r / / 01 02 03 04 °L�4I IIL o' �l FUTURE FUTURE # PHASES A 02, 05 B 04 (+ FUTURE 07) C 01, 06 D FUTURE 03, 08 05 06 07 Os VIDEO DETECTION IZ' / / SCHEDULE / VEHICLE MOVEMENT OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT � I / # 05 06 07 Os VIDEO DETECTION IZ' / / SCHEDULE / VEHICLE MOVEMENT OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT � I / # PHASES VDA 02, 05 VDB 04 + FUTURE 07 VDC 01, 06 VDD FUTURE 03, 08 077 33:-> _� I J♦ 1� A 1 vas 9 I 19 / PLAN 0 5 10 20 30 I L SCALE IN FEET J D-Sig" En bpe ID: ED11AM-DBB3-400-ADE2-AA437739BUC GENERAL NOTES WIRE NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARDSPECIFICA OF RENTON STANDARD PLANS, WSDOT ¶ PLANS. STANDARD 2. UTILITY LOCATION DIAL -A -DIG PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. JUNCTION BOXES AND VAULTS IN THE SIDEWALK SHALL BE INSTALLED PARALLEL TO THE SIDEWALK SCORE LINES, EXCEPT THAT JUNCTION BOXES AND VAULTS IMMEDIATELY ADJACENT TO THE CURB SHALL BE INSTALLED WITH EDGES PARALLEL TO THE CURB. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9. REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED MATH THE EXISTING SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT MATH THE NEW SYSTEM SHALL BE REMOVED UNLESS NOTED OTHERWISE IN THE PLANS. 10. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 11. APS PUSH BUTTON CONTROL FACES SHALL BE INSTALLED PARALLEL TO THE CROSSWALK SERVED. ORIENTATION AND LOCATION OF APS PEDESTRIAN PUSH BUTTONS SHALL BE AS SHOWN ON THE PLANS AND SHALL BE FIELD VERIFIED WITH THE ENGINEER PRIOR TO INSTALLATION. 12. FOR ADDITONAL GENERAL NOTES SEE CDR STD PLAN 135. \Op�e� ��`� �AN ��1hSO�p ��0`9P�`JJ�P��1 J�57 �V 1 2' SPARE 2 3" SPARE 3 2" 2 4 1" 1 5 EX 2" 2 6 EX 3" 3 1 1 1* 1 1 *REMOVE EXISTING HARING 7 EX 2" 1 1 1 8 3" 4 2 1 1 9 2" 4 2 10 1 2" 1 1 1 1 1 11 3" 5 2 2 1 1 12 3" 3 1 1 1 1 13 2" 2 14 3„ 4 2 1 1 1 15 3" 1 16 2" 8 2 17 3" 2 18 3 1 1 1 1 3 IFEEDER, NO GROUND 19 3„ 1 20 EX 2" 4 REMOVE UNUSED HARING 21 EX 2" 2 1 EXISTING SPARE CONDUIT 22 EX 3" 4 2 23 EX 3" 1 REMOVE UNUSED WIRING 24 EX 3" 4 REMOVE UNUSED WIRING 25 EX 3" 6 4 26 EX 3" 1 1 REMOVE UNUSED HARING 27 3" 4 28 2• 1 2 1 29 3" 6 4 30 3„ 1 1 31 3" 4 1 1 1 32 2" 1 1 1 1-EX 33 4" 1-EX 34 4" 1 1 1-EX 1-EX 35 4" 1-EX REMOVE EXISTING CABLE 36 4" SPARE 37 * 1-EX 38 2" 2 2 39 4" _�EFUTURE 5G NETWORK PUSH BUTTON SCHEDULE POLE # PUSH BUTTON 0 ARROW DIRECTION SIGN AUDIBLE WALK INDICATION 2 38 LEFT R10-3e(L) PERCUSSIVE TONE 3 28 RIGHT R10-3e(R) PERCUSSIVE TONE 4 29 LEFT R10-3e(L) PERCUSSIVE TONE 5 48 RIGHT R10-3e(R) PERCUSSIVE TONE 7 68 1 RIGHT I R10-3e(R) PERCUSSIVE TONE NOTES: 1. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WARE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. * MATCH EXISTING CONDUIT. SIGNAL POLE EQUIPMENT SCHEDULE SIGN SCHEDULE oIc ONLYS 3 r d S tONLY 0 R3-8 (MODIFIED) D3-1 R3-8 (42" x 36") (126" x 36") (36" x 36") re,NN TURING OK STOP Pon ® © Q D3-1 R3-6 MUTCD RIO-15R NOTES: (96" x 18") (MODIFIED) (MODIFIED) 1. SIGNS ARE NOT SHOWN TO SCALE. (30" x 36") (30" x 30") 2. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. 3. FOR MAST ARM MOUNTED STREET NAME SIGNS USE 12 INCH C-SERIES NUMERALS AND LETTERS. 4. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM COLOR. 5. MAST ARM MOUNTED SIGN INSTALLATION SHALL BE PER WSDOT STD PLAN G-30.10. POLE POLE EQUIPMENT MOUNTED ON POLE MAST ARM LUMINAIRE ARM NUMBER ® TYPE VEH HEAD PIED HEAD APS WITH SIGN SIGN TERM CABINET PTZ CAMERA VEH HEAD EVPE I.R. PRE- E1PEON GPS VEH DETECT CAMERA SIGN LUMI NAIRE PHOTO CELL 0 III 1131 11" - - 1 - 5141 2 1 1 O 2 O - 0 PPB 1 - 1 1 4141 1 0 PS - 112] 1 - - - - - - - - - - © EX III - EX EX - EX EX EX - - 1 0 EX - 0 1 1(2) 1 [1] 1 0 - - - - - - - - - 0 P3 - EX EX - - - - - - - - - - ® EX PS - EX EX - - - - - - - - - - 111TYPE B 121TYPE D 131TYPE K 141TYPE M *LUMINAIRE POLE CONSTRUCTION NOTES O® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN J-20.10. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O3 CONSTRUCT FOUNDATION PER C.O.R. STD PLAN 117.1A (EXCEPT FOUNDATION SHALL BE 10' DEEP WITH #4 HORIZONTAL HOOPS AT 12" SPACING AND 8-#7 VERTICAL BARS) AND FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE POLE, ARM, AND DECORATIVE ROADWAY LUMINARIE, PER COR STD PLANS 117.1 AND 117.3, EXCEPT POLE SHAFT AND ARM SHALL BE STEEL. APPLY DECAL NUMBERING PER COR STD PLAN 121. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10 AND FURNISH AND INSTALL TYPE PS POLE PER WSDOT STD PLANS J-20.16 AND J-20.20. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © INSTALL EQUIPMENT ON EXISTING TYPE III SIGNAL POLE PER SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. INSTALL TERMINAL STRIP IN EXISTING TERMINAL CABINET AND TERMINATE NEW 5C CABLE FOR FUTURE LEFT TURN VEHICLE SIGNAL HEAD #33 ON POLE. 0 REMOVE EXISTING TYPE PS SIGNAL POLE AND SALVAGE POLE, SIGNAL HEAD AND PUSHBUTTON. FURNISH AND INSTALL NEW TYPE I SIGNAL POLE ON EXISTING FOUNDATION PER WSDOT STANDARD PLANS J-21.10 AND J-21.15. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. INCLUDING BOLT CIRCLE AND BOLT SIZES. INSTALL EQUIPMENT PER SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE II SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. IG 10 EXISTING TYPE PS POLE TO REMAIN. 11 CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLAN 126.2. CENTER OF FOUNDATION LOCATED AT APPROX. RAINIER AVE S, STA 14+12.9, 65.5' RT. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL NEMA TS2-TYPE 1 STANDARD ITSP+ SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY THE CONTRACTOR. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, SHEET 210. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 12 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET WITH METRO TRANSIT ITS COMPARTMENT, ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING. COORDINATE WITH METRO TRANSIT. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING FOUNDATION AND BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. 13 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING MAST ARM SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND HARING. GRIND DOWN EXISTING FOUNDATION 3 FEET BELOW PROPOSED GRADE OR REMOVE COMPLETELY, AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FIELD AND PER SPECIAL PROVISIONS. 14 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL POLE (TYPE PPB, TYPE PS OR TYPE 1) AND ALL ASSOCIATED EQUIPMENT AND WIRING. REMOVE EXISTING SIGNAL POLE FOUNDATION AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FIELD AND PER SPECIAL PROVISIONS. 15 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE TRANSPORTATION MAINTENANCE MANAGER. 18 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION BOX SPLICES PRIOR TO GRINDING. 45 REMOVE EXISTING JUNCTION BOX OR VAULT, ALL ASSOCIATED EXISTING WIRING AND ALL EXPOSED, UNUSED CONDUIT. CAP AND ABANDON REMAINING UNUSED CONDUIT. BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. 45 EXISTING JUNCTION BOX TO REMAIN. ADJUST TO PROPOSED GRADE. PRESERVE CONDUIT AND WIRING CONTINUITY AND PROTECT EXISTING EQUIPMENT DURING CONSTRUCTION. 45 INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND J-90.50. LID SHALL MATCH PROPOSED GRADE. FURNISH AND INSTALL NEW FIBER SPLICE ENCLOSURE AND COIL 100 FEET OF EACH FIBER CABLE. FIBER OPTIC CABLE SPLICING BY . ©0 SEE ILLUMINATION PLANS SHEETS 200-211 FOR LUMINAIRE EQUIPMENT REMOVAL/MODIFICATIONS NOTES. 21 REMOVE EXISTING VIDEO DETECTION CAMERA AND INSTALL NEW VIDEO DETECTION CAMERA USING EXISTING MOUNTING TO THE EXTENT FEASIBLE. SEE SPECIAL PROVISIONS. © REMOVE EXISTING MAST ARM MOUNTED SIGN AND BRACKET. © FOR CONDUIT/WIRING CONTINUATION SEE ILLUMINATION PLANS, SHEETS 200-211. ® DISCONNECT EXISTING CABLES IN EXISTING CABINETS AND PULL BACK TO EXISTING JUNCTION BOX ON NORTHWEST CORNER. INTERCEPT AND CUT EXISTING CONDUITS, AND EXTEND WITH NEW CONDUITS TO NEW JUNCTION BOXES. REPULL EXISTING AND NEW CABLES, AND CONNECT TO TERMINALS IN NEW CABINETS. Q LOCATION OF EXISTING POWER SOURCE (PSE VAULT) FOR EXISTING TRAFFIC SIGNAL SYSTEM. COORDINATE ALL WORK WITH PSE, INCLUDING DISCONNECTION OF EXISTING FEEDER WIRING. REMOVE EXISTING FEEDER WIRING AND ABANDON EXISTING CONDUIT. © REMOVE EXISTING JUNCTION BOX AND REPLACE PATH NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10 IN NEW LOCATION. REROUTE AND EXTEND EXISTING CONDUITS AND FIBER OPTIC CABLES TO NEW JUNCTION BOX PER WIRE NOTES. CAP AND ABANDON REMAINING UNUSED CONDUIT. BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. © CONTRACTOR SHALL LOCATE EXISTING CDR FIBER OPTIC CABLE CONDUIT. CABLE(S) TO BE CUT AND PULLED OUT OF CONDUIT BY THE CONTRACTOR. AFTER CABLE REMOVAL, CONTRACTOR SHALL CUT EXISTING CONDUIT AND EXTEND PATH NEW CONDUIT TO NEW JUNCTION BOX OR VAULT AS SHOWN. CABLE(S) TO BE RE -PULLED INTO CONDUIT AND SPLICED IN SMALL CABLE VAULT BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WORK WITH TRANSPORTATION MAINTENANCE MANAGER AT (425) 430-7423 AND PROVIDE A MINIMUM OF 48 HOURS NOTICE TO TRANSPORTATION MAINTENANCE MANAGER PRIOR TO CUTTING EXISTING CONDUIT. ® INTERCEPT AND CUT EXISTING CONDUIT, AND EXTEND WITH NEW CONDUIT TO NEW SMALL CABLE VAULT. ©9 INSTALL CONDUIT AND FEEDER WIRING TO PSE POWER SOURCE PER WIRE NOTES. COORDINATE ALL WORK WITH PSE, INCLUDING WIRING CONNECTION. MAINTAIN WIRING CONTINUITY TO EXISTING GATEWAY MONUMENT SIGN AND UPLIGHTS. DocuSig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC EXISTING' J-BOX EXISTING POLE #6 (AT POLE BASE) POLE #4 ` (AT POLE BASE) REVISION DESCRIPTION 5C :X 2CS Nod"POLE #7 -B 744 P B 745 R 741 DON T G 742 WALK W 743 COM EX 49 0 746 PAR B 747 PAR �� EX PTZ 661 P 662 1 - 6�3 cc EX 63 68 EXISTING POLE #9 , POLE #8(AT POLE BASE) 734 Bj tXl, I ING P B 735 POLE #10 EX 37 PHASE SEQUENCE DIAGRAM EVPE SCHEDULE 01 0119 Oil gd C.D LC FUTURE FUTURE # PHASES A 02, 05 B 04 (+ FUTURE 07) C 01, 06 D FUTURE 03, 08 05 06 07 08 VIDEO DETECTION VEHICLE MOVEMENT SCHEDULE OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT # PHASES VDA 02, 05 VDB 04 + FUTURE 07 VDC 01, 06 VDD FUTURE 03, 08 EVPE B SCHEMATIC FIELD WIRING DIAGRAM AND�GROUND WIRES ARE NOTSHOWN- SEE PLANS FOR ADDITIONAL INFORMATION CIGA.rVt SURVEYED: KPG Ply S +f' DRAWN BY: EH DESIGN BY: DE CHECK BY: JC Seattle '9 39324 `I W� 3131 Elliott Avenue, Suite 400 �vONAL �C_ D M PROD JF Seattle, WA 98121 206.286.164 Tacoma Wenatchee KPG.co fE FILE: 14087ASIG01.dwg I I z INPUT Q 24V PWR 1 B - U < R N 24V RTN 2 W- w ® GROUND 3 G - 24V PWR 1 B - � ; a 24V RTN 2 W - J 0 GROUND 3 *-G- m 24V PWR 1 B - 1 Q 24V RTN 2 W - Z GROUND 3 G - O 24V PWR 1 B - U 24V RTN 2 W - GROUND 3 G - Q Z 0 U) U LL a 24V 581 0- ILL A CALL 582 Y - m GROUND 583 BL- 24V 584 0 - B CALL 585 Y - o GROUND 586 BL- 24V 587 0 - o C CALL 588 Y - GROUND 589 BL- o it 24V 590 0 - iR I CALL 591 Y - GROUND 592 BL- TO 764 CARD rpc� 0 TO ETHERNET SWITCH B- W- B- W- B- W- B- W- B- W- B- W- B- W- B- W- B- W- B- R 0 G B W R 0 G B W 0 G B W R 0 G B W OUTPUT B W z N3 IpPAKtl �ti /J/rd•' ILRMINAL GAd NtI "i 85¢ W— R 681 RED so = 861 B - 0 682 YELLOW B a VIDE� S S up 862 W- G 683 GREEN 3(x" 863 B - B 684 SPARE C 864 --W- W 686 COM Yi c`"i alloMMO 5C OLE #1 a 871 872 B - W - - R - 0 6A1 6A2 RED YELLOW To 873 B - - G 6A3 GREEN o CONTROLLER 5C (AT POLE BASE) 874 881 W - B - - B -W- 6A4 6A6 SPARE COM 5 s 5C 5C J-BOX o0 a 882 883 -W- B- - R -0- 6B1 6B2 RED YELLOW V1DE0 884 -W- - G - B 6B3 6B4 GREEN SPARE T. TO PTZ SE CORNER -W- 6B6 COM CONTROLLER 2CS - R 6C1 RED 724 B 5C 2CS -0-1 - G 6C2 6C3 YELLOW GREEN o P 725 J-BOX B -5C 6C4 SPARE - R ISC COM DON T 721 R POLE #3 - 6D1 RED WALK 722 G 28 734 B - 0 -G 6D2 6D3 YELLOW GREEN COM 723 W PAR 726 0 735 - B 6D4 SPARE PAR 727 B 2CS PPB POLE #2 - W 6D6 COM CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWING NO. 1 214 BID (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A a Public Works Department SIGNALIZATION PLAN FED AID NO. STP(UL)-1615(005) DOCUMENT AP ED FOR CONSTRUCTION DATE: JULY 2022 I 4:08 PM RAINIER AVE S & S 3RD ST WIRING DIAGRAM SHEET NO. 214 OF 285 m BY WH DAT02/22/2022 D... Sig, Envelope ID: ED11A2E1-DBB3-400-ADE2-AA437739BE4C GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9. REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH THE EXISTING SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT WITH THE NEW SYSTEM SHALL BE REMOVED UNLESS NOTED OTHERWISE IN THE PLANS. 10. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 11. APS PUSH BUTTON CONTROL FACES SHALL BE INSTALLED PARALLEL TO THE CROSSWALK SERVED. ORIENTATION AND LOCATION OF APS STYLE PEDESTRIAN PUSH BUTTONS SHALL BE AS SHOWN ON THE PLANS AND SHALL BE FIELD VERIFIED WITH THE CITY ENGINEER PRIOR TO INSTALLATION. 12. FOR ADDITIONAL GENERAL NOTES SEE CDR STD PLAN 135. EVPE SCHEDULE PHASE SEQUENCE DIAGRAM # PHASES 01 02 03 04 A 02, 05 B 09 C 01, 06 D 03, 08 C-n ►� NOT NOT Z OLA USED USED OLD VIDEO DETECTION 05 06 07 08 09 SCHEDULE VEHICLE MOVEMENT # PHASES PEDESTRIAN MOVEMENT VDA 02, 05 OVERLAP PEDESTRIAN MOVEMENT VDB 09 VDC 01, 06 VDD 03, 08 SIGNAL HEAD ASSIGNMENTS R/W AEI E== �� mtom —■ ■NI�MOM E MEN - ESMT— ❑ _ INDICATES HORIZONTAL PLUMBIZER 3 LOCAN, TYP (TYPE "M" MOUNTING, MASTTIOARM MOUNT) O 12" O 12" 12 I 13 12" 12" 12" 12" (512" 12" 12 15 - -- -- -- -- -- -- "'17 17•12" 12" 12" W 12" 12" W 12" 12" a a _ 101 12" G 12" 12" 12" 12" F 12" 12" - 3 VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: 14 #21, 22, 61, #31, 32 & 51 #11 #81 & 83 #82 #91 #93 28, 29, 68/OLD, 62 & 92 69/OLD, 78 & 79 I NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW RETROREFLECTIVE TAPE. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "K" OR "D". ALL SIGNAL HEAD HOUSINGS AND TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL BACKPLATES SHALL BE BLACK COLOR (FRONT) AND YELLOW COLOR (BACK) PER SPECIAL PROVISIONS. I19, 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE "A", "B" OR "D" MOUNTINGS. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE. SEE SPECIAL PROVISIONS. IL_'il � A O A O r,�,• �— ii�� Z Clp�i-� � 1 1 • , • �i( — ` `�.� �... � � ®1 ice„ �� I ly�ll Ea � ■ ► �� -'��Il�r</��1/�/��45 7(/li�a�{a%a �r��■Z�%� NMI, w/, / f1 � � I�t � m � L � ♦ ' eeA I D/ I I uo 13 © ��♦ R sj 1 jib ■ ■ ■se■■� • ■ IN IN 0� E . ■ ■ ■ ■ ■ NN— ■ ■ ■ _ - ►III ■ ■ ■ VDA- IIt� m ■■ � �. sw�--� � E 9q 1: � Il�li•'�� / CiGAN PC39324 A l� �'IONAL SURVEYED: KPG DRAWN BY: EH DESIGN 8V: DE CHECK BY: JC PROJ MGR: JF FILE: 14087A-SIG02.dwg BID Sal3311311 Ellott Avenue, Suite 400 DOCUMENT Seattle, WA 98121 206.286.1640 Tacoma I Wenatchee I KPG.com NUMBER REVISION DESCRIPTION BY APP. DATE -B; « « ID« N m I PLAN « •• - I II _; I 0 5 10 20 30 V411 V421 V81 + V821 EX R/W SCALE IN FEET « « M •• 16 14 (TYP) F „I 1 I II I EXISTING TRAFFIC SIGNAL SYSTEM SHALL a REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWING NO. 215 (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A a Public Works Department SIGNALIZATION PLAN FED AID NO. STP(UL)-1615(005) APPFWED FOR CONSTRUCTION DATE: JULY 2022 By RMH DATE12/22/2022 4:08 PM PST RAINIER AVE S & S 2ND ST SHEET NO. 215 OF 285 Doc"Sig. E—bpe ID: ED11AM-D13133-400-AM-AA437739BE4C O SIGN SCHEDULE WIRE NOTES [0 11 .__ - - jONLY ONLY ONLY 0 Q ® Q 0 11 R3-1 (24" x 24") D3-1 R3-5 (MODIFIED) D3-1 R3-801 (MODIFIED) EX SIGN S10 (60" x 18") (30" x 36") (78" x 18") (42"' x 36") ON SHEET 230 TURNING VEHICLES FOR POR ( O9 0 012 13 R3-8 (MODIFIED) MUTCD R10-15R R3-8 (MODIFIED) R6-1L R6-1R (36" x 36") (MODIFIED) (36" x 36") (36" x 12") (36" x 12") * THRU ARROW (30" x 30") * EX SIGN S11 AT 20' ANGLE ON SHEET 224 DO NOT E ® t USE USEROSSWPIN CCROSSWALK IE 0 0 018 Q14 R5-1 R9-3A R9-38L R9-3BR (24" 30") x NUItS: (30" x 30") (30" x 30") (18" x 12") (18" x 12") EX SIGN S7 1. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST NOTES: ON SHEET 224 CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE 1. SIGNS ARE NOT SHOWN TO SCALE. PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL SIGN DIMENSIONS SHALL BE VERIFIED MATH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERNASE NOTED. 3. FOR MAST ARM MOUNTED STREET NAME SIGNS USE 12 INCH C—SERIES NUMERALS AND LETTERS. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS 4. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM * MATCHING EXISTING CONDUITS COLOR. PUSH BUTTON SCHEDULE 5. MAST ARM MOUNTED SIGN INSTALLATION SHALL BE PER WSDOT STD PLAN G-30.10. SIGNAL POLE EQUIPMENT SCHEDULE EQUIPMENT MOUNTED ON POLE POLE POLE MAST ARM LUMINAIRE ARM NUMBER TYPE VEH FPED APS SIGN TERM PTZ VEH PRE— PRE— VEH SIGN LUMI PHOTO ® HEAD HEAD WITH CABINET CAMERA HEAD EMPTIONEMPTION DETECT NAIRE CELL SIGN I.R. GPS CAMERA 01 III 1 [3' 1 [" 1 ® 1 — 3[4' 1 1 1 O ® - 2 10 - 11 12 13 ® FIB- 15 17 0 16 O 05 SD — — — 1 1 7[4' 2 — 2 ® — 18 19 © PS — 1[21 07 1 1[2' SIGNAL HEAD MOUNTING TYPE: ["TYPE B [2'TYPE D 131TYPE K (4'TYPE M *LUMINAIRE POLE POLE # PUSH BUTTON 0 ARROW DIRECTION SIGN AUDIBLE WALK INDICATION 1 79 LEFT R10-3e(L) PERCUSSIVE TONE 2 28 RIGHT R10-3e(R) PERCUSSIVE TONE 4 29 RIGHT R10-3e(R) PERCUSSIVE TONE 6 68 RIGHT R10-3e(R) PERCUSSIVE TONE 7 69 LEFT R10-3e(L) PERCUSSIVE TONE 8 78 RIGHT R10-3e(R) PERCUSSIVE TONE LEGEND EXISTING NEW DESCRIPTION EXISTING DECORATIVE SIGNAL POLE WITH MAST ARM AND DECORATIVE LUMINAIRE o ® TYPE I OR TYPE PS SIGNAL POLE ® TYPE PPB SIGNAL POLE WITH PPB o} Ot DECORATIVE ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE - ► VEHICLE SIGNAL HEAD TENON (FUTURE SIGNAL HEAD LOCATION) PEDESTRIAN SIGNAL HEAD I.R. EMERGENCY VEHICLE PRE-EMPTION DETECTOR (EVPE) SIGNAL MAST ARM MOUNTED SIGN a PTZ CAMERA VIDEO DETECTION CAMERA GPS EMERGENCY PRE-EMPTION TRANSPONDER -0 METRO TRANSIT SIGNAL PRIORITY (TSP) ANTENNA NEW Im 0 0 O CONSTRUCTION NOTES ,C O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. 00 CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10 AND FURNISH AND INSTALL TYPE I SIGNAL POLE PER WSDOT STD PLAN J-21.15. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10 AND FURNISH AND INSTALL TYPE FB SIGNAL POLE PER WSDOT STD PLAN J-21.16. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O COORDINATE WITH CENTURYLINK, AND POTHOLE TO LOCATE EXISTING CENTURYLINK FIBER OPTIC DUCT BANK IN THE PRESENCE OF CENTURYLINK PERSONNEL. IF CENTURYLINK DETERMINES THAT ADDITIONAL MEASURES ARE NEEDED TO PROTECT THEIR DUCT BANK, THEY ARE ALLOWED TO TAKE THE APPROPRIATE ACTION, INCLUDING BUT NOT LIMITED TO INSTALLING A FOAM PAD TO ELIMINATE VIBRATIONS TO THE DUCT BANK. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE SO DUAL MAST ARM SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. © CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 AND FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STD PLAN J-20.16. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. ® CONSTRUCT DECORATIVE ROADWAY LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.1. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM AND CONDUIT/WIRING, EXCEPT POLE SHAFT AND ARM SHALL BE STEEL. APPLY DECAL NUMBERING TO LUMINAIRE POLES PER CDR STD PLAN 117.1. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY WITH ONE 90-DEGREE ADAPTER AND ONE 12" EXTENSION BRACKET (PAINTED TO MATCH SIGNAL POLE PER SPECIAL PROVISIONS SECTION 6-07) ON THE POLE. SIGNAL EQUIPMENT INSTALLATION AND ORIENTATION SHALL BE VERIFIED IN THE PRESENCE OF THE ENGINEER. POLE LOCATION AND SIGNAL EQUIPMENT MOUNTING HEIGHTS SHALL BE PER SIGNAL POLE SPECIFICATIONS, SHEETS 225-226. FOR ONE LINE DIAGRAMS AND PANEL SCHEDULES, SEE SHEETS 210-211, AND FOR ADDITIONAL INFORMATION SEE COR STD PLANS 117.1, 117.3, 119, 121, 124 AND 125. DESCRIPTION VEHICLE/BICYCLE VIDEO DETECTION ZONE JUNCTION BOX TYPE 1, 2, 8 gO CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLAN 126.2. CENTER OF FOUNDATION LOCATED AT APPROX. RAINIER AVE S, STA 19+83.6. 61.6' RT. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL NEMA TS2-TYPE 1 STANDARD ITSP+ SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY THE CONTRACTOR. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, SHEET 210. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 10 FOLLONANG ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING CONTROLLER AND ITS CABINET FOUNDATIONS AND BACKFILL AND COMPACT VOIDS PER SPECIAL PROVISIONS. 11 FOLLONANG ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING FOUNDATION AND BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. 12 FOLLONANG ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 3 FEET BELOW PROPOSED GRADE OR REMOVE COMPLETELY, AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FIELD AND PER SPECIAL PROVISIONS. 13 FOLLONANG ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING TYPE PS SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. REMOVE EXISTING FOUNDATION AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FIELD AND PER SPECIAL PROVISIONS. 14 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE TRANSPORTATION MAINTENANCE MANAGER. 15 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION BOX SPLICES PRIOR TO GRINDING. 16 REMOVE EXISTING JUNCTION BOX, ALL EXISTING WIRING, AND ALL EXPOSED, UNUSED CONDUIT. BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. SMALL CABLE VAULT 0 EXISTING JUNCTION BOX TO REMAIN. PRESERVE CONDUIT AND WIRING CONTINUITY AND PROTECT EXISTING EQUIPMENT DURING CONSTRUCTION. TRAFFIC SIGNAL CONTROLLER 18 INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND J-90.50. LID SHALL MATCH PROPOSED GRADE. O CABINET FURNISH AND INSTALL NEW FIBER SPLICE ENCLOSURE AND COIL 100 FEET OF EACH FIBER CABLE. FIBER OP11C CABLE SPLICING SHALL BE ELECTRICAL SERVICE CABINET DONE BY THE CONTRACTOR. IRRIGATION CONTROLLER CABINET 19 FOR LUMINAIRE EQUIPMENT REMOVAL/MODIFICATIONS NOTES, SEE ILLUMINATION PLANS SHEETS 200-211. CONDUIT ©0 FOR CONDUIT/WIRING CONTINUATION SEE ILLUMINATION PLANS, SHEETS 200-211. POLE CONSTRUCTION NOTE 21 FOR ADDITIONAL EXISTING VEHICLE DETECTION LOOP REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-211. CONSTRUCTION NOTE © INSTALL CONDUIT AND FEEDER WIRING TO PSE POWER SOURCE PER WIRE NOTES. COORDINATE ALL WORK WITH PSE, INCLUDING WIRING WIRE NOTE CONNECTION. SIGN NOTE © POTHOLE TO LOCATE EDGE OF UNDERGROUND CEDAR RIVER PIPELINE NEAREST TO SIGNAL POLE LOCATION. COORDINATE WITH SEATTLE PUBLIC UTILITIES. ® CONTRACTOR SHALL LOCATE EXISTING CDR FIBER OPTIC CABLE CONDUITS. CABLES TO BE CUT AND PULLED OUT OF CONDUITS BY THE CONTRACTOR. AFTER CABLE REMOVAL, CONTRACTOR SHALL CUT EXISTING CONDUITS AND INSTALL CONDUIT JOINTS AND CONDUIT EXTENSIONS TO NEW SMALL CABLE VAULT. CABLES TO BE RE -PULLED INTO CONDUITS AND SPLICED IN SMALL CABLE VAULT BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WORK MATH THE TRANSPORTATION MAINTENANCE MANAGER AT (425) 430-7423 AND PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE TRANSPORTATION MAINTENANCE MANAGER PRIOR TO CUTTING EXISTING CONDUITS. rnw nian. �r I Tacoma Wenatchee I.BY I BY WH DATEx2/22/2022 I I4:08 PM PST HAII\Jlt:h AVt J N .J LINU A I INN I tzb I SHEET NO. 216 OF 285 NUMBER REVISION DESCRIPTION IIIAPP. DATE 'ti FILE: 14087ASIG02.dwg D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC J-BOX 723 COM 29 726 PAR 727 PAR POLE #4 J-BOX TERMINAL CABINET POLE #6 POLE #5 (AT POLE BASE) -VIDEO 3CS R 631 P 0 632 v R 631 R 0 632 v 0 590 81 R 681 R 0 682 v R 681 e 682 Y G 633 c B 634 G 633 e B 634 Y 591 � G 683 c 685 c G 683 c B 684 W 636 W 636 BL 592 V B 684 W 686 PTZ2 31 32 EVPE D VDD W 686 82 s31 PHASE SEQUENCE DIAGRAM TERMINAL CABINET REVISION DESCRIPTION �}m 611 R 612 v 613 c 6�a 01 02 03 04 Z ►m- NOT USED NOT USED a � OLD 05 06 07 08 09 VEHICLE MOVEMENT 21 a 623 4 H z INPUT m Q ` a 24V PWR 1 B 24V RTN 2 W w a GROUND 3 G 24V PWR 1 B i; 24V RTN 2 W O GROUND 3 G 24V PWR 1 B 24V RTN 2 W Z a GROUND 3 G O m 24V PWR 1 B U o 24V RTN 2 W eI GROUND 13 G Q Z 0 N U LL n 24V 581 0 ILL a A CALL 582 Y N GROUND 583 BL ~ 24V 584 0 0 a B CALL 585 Fw Y w GROUND 586 BL o 24V 587 0 w C CALL 588 Y gw F. GROUND 589 BL ® 24V 590 0 D CALL 591 Y GROUND 592 BL TO 764 CARD GPS -4-3CS 4-VIDEO- u_r�r 6-2CS -G -W -0 -B OUP -W M 0 5 RE W RE x � M a rn RE - - PEDESTRIAN MOVEMENT 624 B R 611 RED OVERLAP PEDESTRIAN MOVEMENT W 626 0 G 612 613 YELLOW GREEN m R 651 R SCOME EVPE SCHEDULE m o G s52 653 o G w R 516 621 RED # PHASES EVPE A g B 654 B TO ETHERNET 0 622 YELLOW W 656 W SWITCH G 623 GREEN A 02, 05 b R 621 R W 626 SCOME B 09 04i622 0 R 631 RED C D 01, 06 03, 08 wA G B 623 624 G B 0 G 632 633 YELLOW GREEN a W 626 W B 634 SPARE R 621 R R 691 R W 636 COM RED VIDEO DETECTION s2z o 692 0 -0 642 YELLOW a SCHEDULE 22 623 G G 693 G 811 Ill -G-- 643 GREEN $ i 624 B B 694 B ® 812 W- - B 644 SPARE PHASES W 626D W 696 W 814 W - R 656 RE VDA 02, 05 P 691 R G 772 G 821 B - 0 652 YELLOW z VDB 09 692 W 773 W N 822 823 W - B — G B 653 654 GREEN SPARE m VDC 01, 06 93 693 G OTT 6 �0 824 Ill W 656 COM VOID 03, 08 694 B B 777 B 831 Iw B — R 661 RED 696 W TERMINAL CABINET n e 832 833 W — B - 0 G 662 663 YELLOW GREEN o 834 Ill W - B 664 SPARE DON T 721 R m DON T 771 R N Dc o p= a 841 842 B- W - W R 666 681 COM RED WALK 722 G a WALK 772 G 79 COM 773 W r < w w 0 843 844 B- Ill 0 G 682 683 YELLOW GREEN T 28 COM 723 W PAR 776 0 o 851 B - B 684 SPARE PAR 726 0 PAR 727 B N N J ® 852 W- W 686 1 COM m P B 774 B z o 853 854 *-B- W- - R -0-- 691 692 RED YELLOW 775 W 861 B - - G 693 GREEN T co 862 *-W- - 6 694 SPARE n N 863 B - - W 696 COM POLE #1 y' ^ �' �' o 864 871 W- B - -R -0-- 6A1 6A2 RED YELLOW (AT POLE BASE) 872 W- -G 6A3 GREEN e DB W SN 873 B - - B 6A4 SPARE 91 O POLE #2 S 874 W - - W 6A6 COM R 691 R 2�5C m 881 882 B- W- - R -0-- 6B1 682 RED YELLOW q� 692 Y 883 B- -G-- 6B3 GREEN m 9 G 693 c J-BOX J-BOX 884 W- - B - W 6B4 6B6 SPARE COM 36 V 695 c 2CS o I -R-- 6C1 RED B 694 SEOCORNERT VIDEO s n u`',I -0-- 6C2 YELLOW W 696 5C 5C� - G 6C3 GREEN - B 6C4 SPARE -W 6C6 COM SCHEMATIC FIELD WIRING DIAGRAM Z - R sD1 RED -0 6D2 YELLOW (NOT TO SCALE) - G 6D3 GREEN $ NOTES: ILLUMINATION, INTERCONNECT SYSTEM TO TO -W- AND GROUND WIRES ARE NOT SHOWN - SEE CONTROLLER CONTROLLER PLANS FOR ADDITIONAL INFORMATION ocwcANlk SURVEYED: KPG K ® CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 2 1 7 DRAWING NO. L �P �eG DRAWN BY: EH DESIGN BY: DE ® BID e Public Works Department (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005) m CHECK BY: JC Seattle 3131 Elliott AvenueA98121, Suite 400 DOCUMENT SIGNALIZATION PLAN PCA.R, �NAb4 � PROJMGR: JF SeattIeTacomaWWenatchee 6KPGcc40 AP� FOR RMH CONSTRUCTION 12/22/2022 RAINIER 4:08 Fm s AVE S & S 2ND ST WIRING DIAGRAM DATE: JULY 2022 SHEET NO. 217 OF 285 FILE: 14087ASIG02.dwg BY DATB. D... Sig. Evebp. ID: ED11AM-D!313 0-AM-AA43773913UC CITY OF RENTON STANDARD PLAN NOTES 1. SEE CITY OF RENTON STD PLAN 138.1 FOR SIGNAL HEAD ASSIGNMENTS, SIGNAL PHASE SEQUENCE DIAGRAM, SIGN SCHEDULE, AND GENERAL SIGNAL NOTES. 2. SEE CITY OF RENTON STD PLAN 138.3 FOR HAWK SIGNAL POLE ELEVATION AND BASE PLATE DETAIL. 3. SEE CITY OF RENTON STD PLAN 135 FOR ADDITIONAL GENERAL NOTES. EVPE SCHEDULE # PHASES A B 01 SIGN SCHEDULE CROSSWALK STOP STOP ON ON RED «IF FLASHINGG� 4*• • THEN PROCEED ROCEED 0 RIO-23 MODIFIED PER CITY OF RENTON I STD PLAN 138.1 ■W— o .•—W W PUSH BUTTON SCHEDULE POLE # PUSH BUTTON ARROW DIRECTION SIGN EXTENSION AUDIBLE WALK INDICATION 1 29 LEFT R10-3e(L) 6" PERCUSSIVE TONE 2 27 LEFT & RIGHT R10-3e(L/R) 6" PERCUSSIVE TONE 3 28 LEFT R10-3e(L) 6" PERCUSSIVE TONE CONSTRUCTION NOTES O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY PRE—EMPTION DETECTOR, ONE GPS EMERGENCY TRANSPONDER AND ONE REGULATORY SIGN ON THE MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD (MOUNTING TYPE B), ONE AIRS STYLE PEDESTRIAN PUSH BUTTON (WITH R10-3e(L) SIGN) WITH 6" EXTENSION BRACKET, ONE PTZ CAMERA AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. O CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 AND FURNISH AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN J-20.10. INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. INSTALL TWO SIGNAL HEADS AND ONE REGULATORY SIGN ON THE MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD (MOUNTING TYPE B), ONE APS STYLE PEDESTRIAN PUSH BUTTON (WITH R10-3e(L) SIGN) WITH 6" EXTENSION BRACKET AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. ® CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLAN 126.2. CENTER OF FOUNDATION LOCATED AT APPROX. RAINIER AVE S, STA 25+27.5, 45.1' RT. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL NEMA TS2—TYPE 1 HAWK ITSM36+ SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY THE CONTRACTOR. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, SHEET 210. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. O INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND J-90.50. LID SHALL MATCH PROPOSED GRADE. FURNISH AND INSTALL NEW FIBER SPLICE ENCLOSURE AND COIL 100 FEET OF EACH FIBER CABLE. FIBER OPTIC CABLE SPLICING BY THE CONTRACTOR. © FOR CONDUIT/WIRING CONTINUATION SEE ILLUMINATION PLANS, SHEETS 200-211. O7 FOR LUMINAIRE EQUIPMENT REMOVAL/MODIFICATIONS NOTES, SEE ILLUMINATION PLANS SHEETS 200-211. ® INSTALL CONDUIT AND FEEDER HARING TO PSE POWER SOURCE PER WIRE NOTES. COORDINATE ALL WORK WITH PSE, INCLUDING WIRING CONNECTION. WIRE NOTES NUItJ: 1. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND HARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. LEGEND NEW DESCRIPTION NEW DESCRIPTION DECORATIVE SIGNAL POLE W/MAST ARM & DEC LUMINAIRE CD TRAFFIC SIGNAL CONTROLLER CABINET ®' TYPE PPB SIGNAL POLE WITH PPB ® ELECTRICAL SERVICE CABINET DECORATIVE ROADWAY LUMINAIRE AND POLE — — — — CONDUIT DECORATIVE PEDESTRIAN LUMINAIRE AND POLE Q POLE CONSTRUCTION NOTE —1111- VEHICLE SIGNAL HEAD O CONSTRUCTION NOTE PEDESTRIAN SIGNAL HEAD Q WIRE NOTE I.R. EMERGENCY VEHICLE PRE—EMPTION DETECTOR (EVPE) O SIGN NOTE 4 SIGNAL MAST ARM MOUNTED SIGN 8 O [11 JUNCTION BOX TYPE 1, 2, 8 a PTZ CAMERA a GPS EMERGENCY TRANSPONDER PLAN 0 5 10 20 30 SCALE IN FEET D... Sig. E—bp. ID: ED11A2E1-D1313 0-ADE2-AA43773913E4C INPUT OUTPUT ,-BOX w z R 721 DON'T CID U B1 722 SPARE G 723 WALK 2 5C L o EVA 5 EVB 5B2 BL e 726 SPARE 5C W o COM 5AB3 BA 7 41 DONRT a W J +26V 5CD1 EVC 5C2 74SPARE 743 WALK � 746 SPARE s c z Z COM 5CD3 747 SPARE O • 761 DON'T a POLE #3 J 724 762 763 WALKS e 111) (AT POLE BASE) ¢ 725 W 766 SPARE a Z U_' 744 B - m 745 *-W- 767 SPARE 781 DON T to a 764 B - 782 SPARE V 765 W - • 783 WALK s LL 784 B - 786 SPARE PPB 27 Q 785 W - 787 SPARE F W NEUTRAL BUS COM R 71 R W 72 W G 7 3 G R 631 R- 1012 7 6 R 641 B 7 7 m 3 13 632 0 6 2 R 6�W 1_�3-2CS PTZ �PS12 611=LEFT RED 6 4 612=YELLOW 621=RIGHT RED W 6 6 W B 724 B P B POLE #2 W TO 764 NEUTRAL BUS COM W 725 CARD R 611 0 6 2 EVPE A/B 0 612 6 3 R 721 DON T 2CS 6 4 W 722 COM o r Jm TO ETHERNET 614N x -W 6 6 G 723 WALK 2g J-BOX ¢ z SWITCH 616 o JREDR TERMINAL CABINET 726 PAR m o R 621 622 GPS-3 623R 611 R 624R 626 B R R 641 B 612 12 14 632 W 6 6 W 0 632 YELLOW 633 GREEN _ B 6 1 R r 634 SPARE J W 616 636 W 6 2 0 6 3 636 SPARE o R 611 a s 6 4 631=LEFT RED 632=YELLOW R 641 RED R 642 YELLOW a s B 621 P 6 6 W 641=RIGHT RED 643 GREEN a 814 r 11 O R-R � R 644 SPARE DON T 721 R W 7 2 W 646 SPARE W 6�16 COM 722 W G 7 3 G 29 WALK 723 G 7 6 PAR 726 7 7 CABINET WIRING NOTES: PAR 727 TERMINAL CABINET 1. GREEN & YELLOW PHASES WITHOUT WIRE CONNECTIONS SHALL RECEIVE 5W RESISTORS 724 B P B 725 W if PTZ3 APPROACH #1 r 01 Z 02 ¢ a POLE #1 (PED) m 99 w (AT POLE BASE) 01 APPROACH $ J-BOX SCHEMATIC FIELD WIRING DIAGRAM Z (NOT TO SCALE) NOTES: ILLUMINATION, INTERCONNECT SYSTEM 2CS AND GROUND WIRES ARE NOT SHOWN - SEE SC PLANS FOR ADDITIONAL INFORMATION 5C TO 2CS CONTROLLER PTZ 5C SURVEYED: Ply C14dn'I,�. KPG KPG H CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 DRAWING NO. 219 DRAWN BY: 2 DESIGN BY: • EH DE ® B I D Public Works Department (S 3RD ST TO NW 3RD PL) PROJECT NO. 140161 FED AID NO. STPIUL)-1615(005) CHECK BY: r JC Seattle DOCUMENT 3131 Elliott AvenueA98121, Suite 400 SIGNALIZATION PLAN P 3v324 `�w v PROJMGR: Tamma" APP ED FOR RMH CONSTRUCTION 12/22/2022 14: 8 I ER AVE S & SW VICTORIA ST WIRING DIAGRAM �� DATE: JULV 2022 SHEET NO. 219 OF 285 NUMBER REVISION DESCRIPTION o G BY APP. DATE FILE: 14087A-SIG03.dwg Wenatchee I6KP��o4m BY� DATE. D... Sig. E-bp° ID: ED11AM-D!313 0-ADE2-AA43773913UC / G -- - i r - o _ --- - - -- SIGNAL HEAD ASSIGNMENTS / o A • _ --- '• ^ _ X INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE "M" MOUNTING, -• [MAST ARM MOUNT) O 12" A ♦ 9 ' ''V421�`, �_V411� r �'`V711'`, + xxxxxxxx / ♦ m .�, r + xxxxx: ♦ O 12" 12" 12" OY 12" 8 ♦ 68 • • • x - ` `- �- T P - X XX\ X . O 12" 12" 12" OG 12" hrr ,.� X 17 ♦ ' r •' - _ ,; �, m I _ r ��ti 9 ` . , • XX _ O , 2" , 2" 12" � 12" r r 0 ♦ � -A `� VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: ♦I ♦ PPB 16 (TYP) �L/( ) • 9G ON r � - #21, 22, 41, 42, #11, 12, 13, 14, #91, 92, 111, 112 #83/OLA #28, 29, 48, 49, 68, ♦ I 49 d I • 43, 61, 62, 81, 31, 32, 51, 52, 69, 88, 89, 108, 109, o �f 128 11 ` 82 53, 54, 71, 72 128, 129 � Y1/ 1 1 9- f 1 NOTES: - / - 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE - - • /�/ I / 1 TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1„ 49 1 YELLOW RETROREFLEC11VE TAPE. MAST ARM MOUNTED VEHICLE SIGNAL • ill 3 1 HEADS SHALL USE MOUNTING TYPE "M", POLE MOUNTED SIGNAL • I 1 1 HEADS SHALL USE MOUNTING TYPE "K" OR "H". ALL SIGNAL HEAD • • • ❑ • • • 5 O HOUSINGS AND TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL A BACKPLATES SHALL BE BLACK COLOR (FRONT) AND YELLOW COLOR • • • • • • 62� 31 32 81 82 W VDD 88 i i i R i i i i IF I s i 1 (BACK) PER SPECIAL PROVISIONS. S S S S S -S-S S - S --- S 83/0 r-------------------------------� � 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID ❑ _ _ `" V621 1 SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL 8 7 8 16 (TYP) USE TYPE "A", "B" OR "D" MOUNTINGS. ALL PEDESTRIAN SIGNAL RAINIER AVE S Q3 ♦ HEADS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST 6' TZ4 ADOPTED MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL �W�W ^J W W �WSW W W-Vv 1 Wm HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. ____________________________________� 1 1 1 (TYP) 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE. EVPE-C ` SEE SPECIAL PROVISIONS. i i i H i i i I'VI21: 6 V12 32+00 0 33+00 o 5y � a PHASE SEQUENCE DIAGRAM i s i 54 - - - - - - - - - i _ I1� i i i i 02 01* 04 03* I V521 11 ` 52 II Vi l l --- 'S' - s A 9 ------------------------------------ . EVPE-A cD � ram-► ;OLA 1 V211 05* 06 07* 08 1 1 AINIER AVE N LINLER' ms 010 18 (TYP) 21 GPS-4 1 1 1 VEHICLE MOVEMENT • / so22 1 i ° Z Q OVERLAPPED VEHICLE MOVEMENT ----------------------------------- �_ /2UZ0\ _ �a ► PEDESTRIAN MOVEMENT V21 �-- NBRT SE CORNER *SEE NOTES FOR CONCURRENT PED CROSSWALK PHASE RESTRICTIONS t i i 8 t i i i i i i B i i t i i i i B i 48� _T __ _ _ __ Oil 012 �W 2 72 Q 91 ♦ / ♦ 42 41 VDB 71 1� /� /� /� /� 43 ,17 LZV_Z2 A / 1 A SBRT NW CORNER PED CROSSWALK 8 , ♦ ♦ , ° 29 28 i N4I�: P 8 3 so 1. SEE CONCURRENT PHASE SCHEDULE, SHEET 221. a �� .492, / 1 • 1 °� p 2. SEQUENTIAL LEAD/LAG REQUIRED FOR NB AND SB LEFT TURNS (TYP) ° PPB 28 r ♦ P P / (05 AND 01) DUE TO CONFLICTING VEHICLE TURNING PATHS. PLAN P ❑ 18 10 3. SEQUENTIAL LEAD/LAG REQUIRED FOR EB AND WB LEFT TURNS A •• •' •• • m (07 AND 03) DUE TO POTENTIAL CONFLICTING VEHICLE TURNING B 10 0 5 10 20 30 \ 1 18� > �• ,� '• 2 PATHS. SCALE IN FEET 3 In m • ») 18 4. OLA IS RIGHT TURN ARROW AND IS HARD WIRED TO RUN WITH » » '• 14 PHASE 1. EXISTING TRAFFIC SIGNAL SYSTEM SHALL \ o .. » REMAIN FULLY OPERATIONAL UNTIL DAY 5. PHASES 9 AND 10 SHALL TIME INDEPENDENTLY FROM ALL ♦ �� CL V31 '• ,• OTHER PHASES. OF CHANGEOVER WHEN UNIFORMED 109 g » IV321I �V811I IV8211 POLICE OFFICER SHALL DIRECT TRAFFIC. Q » ) so 6. PHASES 11 AND 12 SHALL TIME INDEPENDENTLY FROM ALL 5 '• •• • » OTHER PHASES. • m SURVEYED: KPG • 220 P�cicnNl ® CITY L UENT T�7 RAINIER AVE S CORRIDOR IMPROVEMENTS PHASE 4 DRAWING NO. GG of was 'f' DRAWN BY: EH CITY 01' 1�1%1`1 1 �1`1 BID (S 3RD STTO NW 3RD PL) PROJECT NO. 14087A DESIGN 8V: DE Public Works Department SIGNALIZATION PLAN FED AID NO. STP(UL)-1615(005) CHECK BY: JC Seattle DOCUMENT m 3131 Elliott Avenue, Suite 400 APP ED FOR CONSTRUCTION DATE: JULV 2022 P� P324 PROJMGR: JF Seatle,WA98121 206.286.1640 RAINIER AVE S &AIRPORT WAY pAL E y1 Tacoma I Wenatchee I KPG.com BY WH DATE12/22/2022 4:08 Pro PST SHEET NO. 220 OF 285 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14087A-SIG04 PHASECH NGE.dwg D... Sig, E... bp, ID: EDllA2E1-DBB3 DOC-ADE2.AA43]]39BE4C 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, WSDOT/APWA STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, WSDOT STANDARD PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL AT (425) 430-7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7. ALL NEW JUNCTION BOXES AND VAULTS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. JUNCTION BOXES AND VAULTS IN THE SIDEWALK SHALL BE INSTALLED PARALLEL TO THE SIDEWALK SCORE LINES, EXCEPT THAT JUNCTION BOXES AND VAULTS IMMEDIATELY ADJACENT TO THE CURB SHALL BE INSTALLED WITH EDGES PARALLEL TO THE CURB. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9. REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH THE EXISTING SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT WITH THE NEW SYSTEM SHALL BE REMOVED UNLESS NOTED OTHERWISE IN THE PLANS. 10. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 11. APS PUSH BUTTON CONTROL FACES SHALL BE INSTALLED PARALLEL TO THE CROSSWALK SERVED. ORIENTATION AND LOCATION OF APS STYLE PEDESTRIAN PUSH BUTTONS SHALL BE AS SHOWN ON THE PLANS AND SHALL BE FIELD VERIFIED WITH THE CITY ENGINEER PRIOR TO INSTALLATION. 12. FOR ADDITIONAL GENERAL NOTES SEE CDR STD PLAN 135. PUSH BUTTON SCHEDULE J� 6- 1 2" SPARE 2 3" SPARE 3 2" 2 4 1" 1 5 2" 1 1 6 3" 4 1 1 7 3" 5 2 1 1 8 3" 6 1 1 1 1 9 2" 3 2 10 1 3" 1 9 3 1 1 1 1 1 11 2" 2 1 12 3" 4 1 1 1 13 3" 5 3 14 3" 6 1 1 1 1 15 3" 6 2 1 1 1 16 3" 6 3 1 1 17 3" 12 18 2" 4 19 2" 6 20 3" 1 21 1 1 1 1 1 1 22 2" 2 23 3" 3 FEEDER, NO GROUND 24 • 1—EX 25 4" 1 1 FUTURE 5G NETWORK NOTES: 1. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND HARE. GROUND HARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. • MATCH EXISTING CONDUIT. SIGNAL POLE EQUIPMENT SCHEDULE POLE # PUSH BUTTON 0 ARROW DIRECTION SIGN CUSTOM VOICE WALK MESSAGE 1 89 LEFT R10-3e(L) RAINIER AVENUE WALK SIGN IS ON TO CROSS RAINIER AVENUE 2 28 RIGHT R10-3e(R) AIRPORT WAY WALK SIGN IS ON TO CROSS AIRPORT WAY 3 29 RIGHT R10-3e(R) AIRPORT WAY WALK SIGN IS ON TO CROSS AIRPORT WAY 4 108 RIGHT R10-3e(R) TURN LANE WALK SIGN IS ON TO CROSS TURN LANE 5 109 LEFT R10-3e(L) TURN LANE WALK SIGN IS ON TO CROSS TURN LANE 6 48 RIGHT R10-3e(R) RAINIER AVENUE WALK SIGN IS ON TO CROSS RAINIER AVENUE 8 49 LEFT R10-3e(L) RAINIER AVENUE WALK SIGN IS ON TO CROSS RAINIER AVENUE 9 68 RIGHT R10-3e(R) RENTON AVENUE EXTENSION WALK SIGN IS ON TO CROSS RENTON AVENUE EXTENSION 10 69 LEFT R10-3e(L) RENTON AVENUE EXTENSION WALK SIGN IS ON TO CROSS RENTON AVENUE EXTENSION 10 128 RIGHT R10-3e(R) TURN LANE WALK SIGN IS ON TO CROSS TURN LANE 11 129 LEFT R10-3e(L) TURN LANE WALK SIGN IS ON TO CROSS TURN LANE 12 88 RIGHT R10-3e(R) RAINIER AVENUE WALK SIGN IS ON TO CROSS RAINIER AVENUE SIGN SCHEDULE Renton Ave Ext oK ONLY ONLY ONLY Airport Way 0 ® © Q 0 R3-8 (MODIFIED) R3-8 (MODIFIED) D3-1 R3-4 (42" x 36") (42" x 36") (126" x 36") (30" x 30") Ave S Airport Way m Renton Ave Ex D3-1 O O OTE • (78• x 18") D3-1 R3-8 (MODIFIED) 1. SIGNS ARE NOT SHOWN TO SCALE. (126" x 36") (42" x 36") 2. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. 3. FOR MAST ARM MOUNTED STREET NAME SIGNS USE 12 INCH C—SERIES NUMERALS AND LETTERS. 4. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM COLOR. 5. MAST ARM MOUNTED SIGN INSTALLATION SHALL BE PER WSDOT STD PLAN G-30.10. EQUIPMENT MOUNTED ON LUMINAIRE ARM limm ml o .. 0 0 ^Y 0 o F, 0 0 o a� ��mmmmOEE� SIGNAL HEAD MOUNTING TYPE: LEGEND FOR LEGEND, SEE SHEET 212. 111TYPE A I21TYPE B I3ITYPE D 141TYPE H 151TYPE K 161TYPE M • LUMINAIRE POLE I71PPB MOUNTED ON 90—DEGREE 6" EXTENSION BRACKET CONSTRUCTION NOTES Oj CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN J-20.10. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVSIONS. ® CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 AND FURNISH AND INSTALL TYPE I POLE PER WSDOT STD PLAN J-21.15. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT LUMINAIRE POLE FOUNDATION PER C.O.R. STD PLAN 117.1A (EXCEPT FOUNDATION SHALL BE 10' DEEP WITH #4 HORIZONTAL HOOPS AT 12" SPACING AND 8—#7 VERTICAL BARS) AND FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE, POLE AND ARM PER C.O.R. STD PLANS 117.1 AND 117.3, EXCEPT POLE SHAFT AND ARM SHALL BE STEEL. APPLY DECAL NUMBERING PER C.O.R. STD PLAN 121. FOR POLE LOCATION AND DETAILS, SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATIONS PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. © CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 AND FURNISH AND INSTALL TYPE I POLE PER WSDOT STD PLAN J-21.15. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. Oj CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVSIONS. ® CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE PIPE POLE PER WSDOT STD PLAN J-20.10. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVSIONS. Og CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10 AND FURNISH AND INSTALL TYPE PS POLE PER WSDOT STD PLAN J-20.16. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVSIONS. ® CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 AND FURNISH AND INSTALL TYPE I POLE PER WSDOT STD PLAN J-21.15. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. 0 CONSTRUCT LUMINAIRE POLE FOUNDATION PER C.O.R. STD PLAN 117.1A (EXCEPT FOUNDATION SHALL BE 10' DEEP WITH #4 HORIZONTAL HOOPS AT 12" SPACING AND 8—#7 VERTICAL BARS) AND FURNISH AND INSTALL DECORATIVE ROADWAY LUMINAIRE, POLE AND ARM PER C.O.R. STD PLANS 117.1 AND 117.3, EXCEPT POLE SHAFT AND ARM SHALL BE STEEL. APPLY DECAL NUMBERING PER C.O.R. STD PLAN 121. FOR POLE LOCATION AND DETAILS, SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATIONS PLANS, SHEETS 200-211. SEE SPECIAL PROVSIONS. © CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVSIONS. 13 CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERMCE CABINET FOUNDATION PER CITY OF RENTON STD PLAN 126.2. CENTER OF FOUNDATION LOCATED AT APPROX. RAINIER AVE S, STA 33+67.7, 55.3' RT. EAST AND SOUTH EDGES OF FOUNDATION SHALL BE IN LINE WITH SIDEWALK SCORE LINES. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL NEMA TS2—TYPE 1 STANDARD ITSP+ SIGNAL CONTROLLER CABINET MATH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY THE CONTRACTOR. FURNISH AND INSTALL ELECTRICAL SERMCE CABINET PER CITY OF RENTON STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, SHEET 211. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVSIONS. 14 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER AND ELECTRICAL SERMCE CABINETS AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING. SALVAGE PER SPECIAL PROVSIONS. REMOVE EXISTING FOUNDATION AND BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. 15 FOLLOWNG ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 3 FEET BELOW PROPOSED GRADE OR REMOVE COMPLETELY AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FIELD AND PER SPECIAL PROVSIONS. 16 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE TRANSPORTATION MAINTENANCE MANAGER. 17 ABANDON EXISTING VEHICLE DETECTION LOOP AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO EXISTING SIGNAL CONTROLLER CABINET. REMOVE JUNCTION BOX SPLICES PRIOR TO GRINDING. 18 REMOVE EXISTING JUNCTION BOX, ALL EXISTING WIRING AND ALL EXPOSED, UNUSED CONDUIT. BACKFILL AND COMPACT VOID PER SPECIAL PROVSIONS. 19 INSTALL PULL BOX AND MOUNTING HARDWARE PER WSDOT STD PLAN J-90.10. LID SHALL MATCH PROPOSED GRADE. 0 INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND J-90.50. LID SHALL MATCH PROPOSED GRADE. FURNISH AND INSTALL NEW FIBER SPLICE ENCLOSURE AND COIL 100 FEET OF EACH FIBER CABLE. FIBER OPTIC CABLE SPLICING BY THE CONTRACTOR. 21 FOR ADDITIONAL EXISTING VEHICLE DETECTION LOOP REMOVAL, SEE ILLUMINATION PLANS, SHEETS 200-211. © FOR LUMINAIRE EQUIPMENT REMOVAL/MODIFICATIONS NOTES, SEE ILLUMINATION PLANS SHEETS 200-211. © FOR CONDUIT/WIRING CONTINUATION, SEE ILLUMINATION PLANS, SHEETS 200-211. ® CONTRACTOR SHALL LOCATE EXISTING CONDUIT MATH EXISTING FIBER OPTIC CABLE TO S 2ND ST VIA LAKE AVE. CABLE TO BE CUT AND PULLED OUT OF CONDUIT BY THE CONTRACTOR. AFTER CABLE REMOVAL, CONTRACTOR SHALL CUT EXISTING CONDUIT AND EXTEND MATH NEW CONDUIT TO NEW SMALL CABLE VAULT. CABLE TO BE RE —PULLED INTO CONDUIT AND COILED IN SMALL CABLE VAULT BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WORK WITH TRANSPORTATION MAINTENANCE MANAGER AT (425) 430-7423 AND PROVIDE A MINIMUM OF 48 HOURS NOTICE TO TRANSPORTATION MAINTENANCE MANAGER PRIOR TO CUTTING EXISTING CONDUIT. ©INSTALL CONDUIT AND FEEDER WIRING TO PSE POWER SOURCE PER HARE NOTES. CONCURRENT PHASE SCHEDULE COORDINATE ALL WORK WITH PSE, INCLUDING WIRING CONNECTION. EVPE SCHEDULE # PHASES A 02, 05 B 04, 07 C 01, 06 D 03, 08 VIDEO DETECTION SCHEDULE # PHASES VDA 02, 05 VDB 04, 07 VDC 01, 06 VDD 03, 08 SIGNAL PHASE ALLOW CONCURRENT SIGNAL PHASE ALLOW CONCURRENT 1 1, 6, 9-12 7 4, 7, 9-12 2 2, 5, 6, 9-12 8 3, 4, 8, 9-12 3 3, 8, 9-12 9 1-9, 11, 12 4 4, 7, 8, 9-12 10 1-8. 10-12 5 2, 5, 9-12 6 1, 2, 6, 9-12 11 1-11 12 1-10, 12 RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 (S 3RD ST TO NW 3RD PL) SIGNALIZATION PLAN PM PST RAINIER AVE S & AIRPORT WAY NOTES NOTES: 1. SEE PHASE SEQUENCE DIAGRAM, SHEET 220. 2. 9-12 INCLUDES 9, 10, 11 AND 12 (TYPICAL) D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC FROM JB AT J-BOX POLE #9 SW CORNER J-BOX K 6111 R DON T 761 R a WALK 762 G POLE #8 G g9 COM 763 WG 762 WALK 6114 B PAR 766 0 m W 763 COM 68 TO JB ATNW CORNER BI 7r� P B MAST ARM POLE #7 R-f.l 741 I�R — AT POLE BASE ( ) G W 742 743 c W R 631 R P 631 R P 681 R P 681 R P 681 0 R 746 661 0 B r 632 633 Y 632 0 633 G 682 0 c 683 G r 682 0 c 683 G 590 0 5g1 y 682 e 683 684 634 B 634 B 684 B 684 B 5g2 L G 636 W 636 W 686 W 686 W 686 663 B 31 32 81 82 EVPE D VDD 6 2 664 666 g1 ] W R 741 DON T e 6 3 R 651 R G 742 WALK 6 4 ON T G 653 G 0 746 PAR 49 PHASE SEQUENCE DIAGRAM 83/oLA NALK B 654 B R 4 74 02 01* 04 03* ' 92 a 693 694 POLE #6 sss DON T 7101 WALK 7102 108 COM 7103 PAR 7106 PAR 7107 P 7104 B 7105 71U4 B POLE #4 7105 POLE #5 J—BOX J-BOX cD z_ -P iOLA 662 v 05* 06 07* 08 663 c 61 09 010 a 551 664 VEHICLE MOVEMENT FT 652 666 z Q OVERLAPPED VEHICLE MOVEMENT 52 c 653 �/ VDC► rT PEDESTRIAN MOVEMENT 654 rT 656 NBRT SE CORNER * SEE NOTES ON SHEET 220 FOR PED CROSSWALK CONCURRENT PHASE RESTRICTIONS rRT-6 1-1 011 012 r 112 EVPE C 14 c 613 rT 614 orm z i-#rT 616 JIJ � . 651 R SBRT NW CORNER VDA /m 652 Y PED CROSSWALK . ss3 c 5a VIDEO DETECTION . sss EVPE SCHEDULE SCHEDULE EVPE A . 611 R # PHASES # PHASES � r J 613 c 12 A 02, 05 VDA 02, 05 m g14 B 04, 07 VDB 04, 07 R 6 616 C 01, 06 VDC 01, 06 PPB 28 6 611 P D 03, 08 VDD 03, 08 41 c 6 0-6 612 v l} })0-6 . 613 c 11 yl._,II' (AT POLE BASE) I? m C 29 22 R 721 DON T G 722 WALK 43 O 13 42 41 71 EVPE B R 721 R W 723 COM 0 726 PAR R 641 R R 611 R R 641 P R 641 R R 671 k 672 r POLE #2 G 722 G W 723 W B 727 PAR B 724 642 v G 643 c 0 612 r 642 v B 644 G 613 c G 643 c 0 642 v G 643 c G 673 c 585 B 674 R 67 67 0 726 0 P B 725 B 614 B 644 W 646 B 644 BL 586 W 676ryT 72 c 67 R 6�1 R W 616 W 646 W 646 I� VDB r I� 0 612 G 613 ' z B 614 6 5 5C _ C MAST ARM R 6411 W 2CS 89LC O 0 642 5C S-PP G 643 B 644 SCHEMATIC FIELD WIRING DIAGRAM 5C2CS 3CSVIDEO 'P C 646 R s71 R (NOT TO SCALE) zc S 0 672 NOTES: ILLUMINATION, INTERCONNECT SYSTEM ~ 3CS DE G 673 AND GROUND WIRES ARE NOT SHOWN - SEE SCVIC B 674 B PLANS FOR ADDITIONAL INFORMATION5C _ W 676 W - TERMINAL CABINET J-BOX CiGAN SURVEYED: KPG KPG DRAWN BY: EH DESIGN 8V: DE Pov 39324 CHECK BY: JC S attt!ott Avenue, Suite 400 l� �'IONAL PROJ MGR: JF Seattle, WA 98121 Wenatchee 206.286.1640 KPG.com NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14087A-SIG04 PHASECH NGE.dwg acoma I I N a POLE #11 POLE #12 (AT POLE BASE) J-BOX J-BOX FROM JB AT J-BOX NW CORNER U N & cV U�U H z INPUT m Q < @ 24V PWR 24V RTN 1 2 B — W — U UJ GROUND 3 G — 24V Pill1 B — J a 24V RTN 2 W — OJ a GROUND 3 G - — 0 0 24V PWR 24V RTN 1 2 B W — F Z GROUND .31 G — Q U m� 24V PWR 24V RTN 1 2 B W @ GROUND 3 G — Q Z C7 U) CU U. 24V 581 0- U- e A CALL 582 Y - Q GROUND 583 BL- F o w a 24V a B CALL 584 585 0- Y - e GROUND 586 BL- 0 24V 587 0 - w e' C CALL 588 Y - Q� e GROUND 589 BL- `'' m 24V 590 0 - n D CALL 591 Y - GROUND 592 BL- TO 764 CARD MIZ--� TO ETHERNET SWITCH R 0 G B W R 0 G B W R 0 G B W R 0 G B W R 0 G B W 0 G B OUTPUT >>j TO CONTROLLER POLE #1 (AT POLE BASE) 1n CITY OF PENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWINGNO. 222 BID 1103 (S 3RD ST TO NW 3RD PL) PROJECT NO. 14087A a Public Works Department SIGNALIZATION PLAN FED AID NO. STP(UL)-1615(005) DOCUMENT APP ED FOR CONSTRUCTION DATE: JULY 2022 BY RMH DATE12/22/2022 14:06RNNIER AVE S & AIRPORT WAY WIRING DIAGRAM SHEET NO. 222 OF 285 D... Sig. E—bpe ID: ED11AM-D13133-400-AM-AA437739BE4C PUSH BUTTON SCHEDULE POLE # PUSH ARROW DIRECTION SIGN AUDIBLE WALK INDICATION BUTTON 0 2 29 RIGHT R10-3e(R) PERCUSSIVE TONE 4 28 LEFT R10-3e(L) PERCUSSIVE TONE A A \ o �X Rl P — PT — I i f i f S S f S H f T 1 I- ESMT P JI I P CITY OF RENTON STANDARD PLAN NOTES CONSTRUCTION NOTES • 0 1. SEE CITY OF RENTON STD PLAN 138.1 FOR SIGNAL HEAD Oj CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. INSTALL TWO VEHICLE SIGNAL j + N ASSIGNMENTS, SIGNAL PHASE SEQUENCE DIAGRAM, SIGN HEADS, ONE TYPE 722 EMERGENCY PRE-EMPTION DETECTOR, ONE GPS EMERGENCY TRANSPONDER AND ONE REGULATORY SIGN ON THE 0) SCHEDULE, AND GENERAL SIGNAL NOTES. MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD (MOUNTING TYPE B), ONE PTZ CAMERA AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE 2. SEE CITY OF RENTON STD PLAN 138.3 FOR HAWK SIGNAL SPECIFICATIONS, SHEETS 225-226 AND FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL PROVISIONS. POLE ELEVATION AND BASE PLATE DETAIL. l - 3. SEE CITY OF RENTON STD PLAN 135 FOR ADDITIONAL O CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD PLAN J-20.11 AND FURNISH AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN SD J J-20.10.INSTALL ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE GENERAL NOTES. SPECIFICATIONS, SHEETS 225-226. SEE SPECIAL PROVISIONS. —I EVPE SCHEDULE SIGN SCHEDULE O3 CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND FURNISH AND INSTALL TYPE III SIGNAL POLE. INSTALL TWO VEHICLE SIGNAL a •• # PHASES HEADS, AND ONE REGULATORY SIGN ON THE MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM. INSTALL C R 0 S S W A L K ONE PEDESTRIAN SIGNAL HEAD (MOUNTING TYPE B) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE r�i • A 01 1 SIGNAL POLE SPECIFICATIONS, SHEETS 225-226 AND FOR LUMINAIRE DETAILS SEE ILLUMINATION PLANS, SHEETS 200-211. SEE SPECIAL LTHEN TOP ON STOP HING * PROVISIONS. Z •. ON RED}} 4 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE PPB POLE PER WSDOT STD PLAN J-20.10. FOR POLE LOCATION AND DETAILS SEE J NO EEDO SIGNAL POLE SPECIFICATIONS, SHEETS 225-226. SEE SPECIAL PROVISIONS. • O INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND-90.50. LID SHALL MATCH PROPOSED GRADE. 0 20 FURNISH AND INSTALL NEW FIBER SPLICE ENCLOSURE AND COIL 100 FEET OF EACH FIBER CABLE. FIBER OPTIC CABLE SPLICING BY THE R10-23 MODIFIED CONTRACTOR. PER CITY OF 138.1 RENTON 6 FOR LUMINAIRE EQUIPMENT REMOVAL/MODIFICATIONS NOTES, SEE ILLUMINATION PLANS SHEETS 200-211. STD PLAN 1 V O7 FOR CONDUIT/WIRING CONTINUATION SEE ILLUMINATION PLANS, SHEETS 200-211. CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLAN - - 126.2. CENTER OF FOUNDATION LOCATED AT APPROX. RAINIER AVE S, STA 40+31.2, 53.3' RT. VERIFY FINAL LOCATION WITH THE ENGINEER - - IN THE FIELD. FURNISH AND INSTALL NEMA TS2-TYPE 1 HAWK ITSM36+ SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, ADDITIONAL FIBER All - PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY THE CONTRACTOR. FURNISH AND INSTALL 00 ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, SHEET 7 211. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. P T T PT -- U Og INSTALL CONDUIT AND FEEDER WIRING TO PSE POWER SOURCE PER HARE NOTES. COORDINATE ALL WORK WITH PSE, INCLUDING HARING .� so SD SD SD CONNECTION. 1 13 A/B �I W— Wool ■ 0 41+00 RAINIER AVE N • o i :,f •i 2 S E i i i i f f• i oq S i i i i i 2 L f f �i i. - - - - - - - - - - —P— WIRE NOTES 1 2" 1 SPARE 2 3" SPARE 3 2" 2 4 1" 1 5 2" 3 6 3" 3 1 1 1 7 3" 3 1 1 1 1 8 2" 6 9 3" 10 10 2" 2 11 3" 1 12 2" 1 3 1 1 13 1 3" 1 1 1 1 1 3 1 1 1 IFEEDER.NO GROUND 14 I 4" I I I I I I I I IFUTURE 5G NETWORK NOTES: 1. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". 2. ALL PROPOSED CONDUITS SHALL BE RIGID PVC SCH 80, UNLESS OTHERWISE NOTED. 3. 4" CONDUITS FOR FUTURE 5G (SMALL CELL) NETWORKS SHALL BE DIVIDED INTO 4 RACEWAYS. LEGEND NEW DESCRIPTION DECORATIVE SIGNAL POLE W/MAST ARM & DEC LUMINAIRE ®' TYPE PPB SIGNAL POLE WITH PPB DECORATIVE ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE —10, VEHICLE SIGNAL HEAD — PEDESTRIAN SIGNAL HEAD —111� I.R. EMERGENCY VEHICLE PRE-EMPTION DETECTOR (EVPE) 4 SIGNAL MAST ARM MOUNTED SIGN 8 LA FE JUNCTION BOX TYPE 1, 2, 8 a GPS EMERGENCY TRANSPONDER NEW DESCRIPTION CD TRAFFIC SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET — - - — CONDUIT 0 POLE CONSTRUCTION NOTE O CONSTRUCTION NOTE Q WIRE NOTE O SIGN NOTE PLAN 0 5 10 20 30 SCALE IN FEET CwOANr "T® m y01 39�324 w �IONAL Ey1 SURVEYED: KPG DRAWN BY: EH DESIGN BY: DE CHECK BY: JC PROJMGR: JF FILE: 14087A-SIGO5.dwg K PG BID Seattle 3131 Elliott Avenue, Suite 400 DOCUMENT SeaMe,WA98121 206.286.1640 Tacoma I Wenatchee I KPG.com . CITY OF RENTON 0 Public Works Deztwpartment APP ED FOR CONSTRUCTION BY RMH DATE12/22/2022 1 RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 (S 3RD ST TO NW 3RD PL) SIGNALIZATION PLAN 4:08 PM PST RAINIER AVE N & NW 3RD PL 22 3 DRAWING NO. GG PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005: DATE: JULV 2022 SHEET NO. 223 OF 285 NUMBER REVISION DESCRIPTION BY APP. DATE D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC F- INPUT OUTPUT LU ? R 721 DON'T 722 SPARE m +26V 5AB1 0 J-BOX G 723 WALK 0 o EVA 5A2 Y 726 SPARE EVB 5B2 BL 727 SPARE w w COM 5AB3 BA 741 DON T 5C 5C +26V 5CD1 0 J w 742 SPARE i SCo g EVC 5C2 743 WALK Z EVD 5D2 a W COM 5CD3 746 SPARE o a z Z 747 1 SPARE m p 761 DON'T a U 762 SPARE of N J 724 e,B 763 WALK e w Q 725 W 766 SPARE w N POLE #3 Z 74-4 B - 767 SPARE f 745 *-W- 781 DON'T POLE #4 (AT POLE BASE) u� a 764 B - 782 SPARE U 765 W - 783 WALK LL 784 B - 786 SPARE 0 Q 785 W - 787 SPARE CIC Y' Yi W NEUTRAL BUS COM B 724 PPB 28 R 721 R ,--W725 W 722 W G 723 G R 631 R 2-2CS 726 R 641 B - 2-5C 727 13Lyj 632 0 1-PTZ R 611 R 0 612 0 636 W 611=LEFT RED 614 TO 764 W NEUTRAL BUS COM 612=YELLOW CARD R 611 RED L 621=RIGHT RED W 616 W 0 612 YELLOW R 621 B m m m m 613 GREEN v 0 622 EVPE A/B TO ETTERNET 614 SPARE J 623 R 721 DON T 616 SPARE a 624 W 722 COM o r R 621 RED R W 626 G 723 WALK 48 m 631 R 622 YELLOW N a a TERMINAL CABINET 726 PAR 0 632 624 GREEN624 SPARE J 727 PAR crs-s 633 626 SPARE 634 R 631 RED L R 611 0 632 YELLOW z P B 621 P P 631 R 6 646 R 633 GREEN N N > 641 B 634 SPARE J = 12 O 642 0 0 636 SPARE 14 63 643 R 641 RED R of W 616 644 631=LEFT RED 642 YELLOW 636 W 646 W 641 �RIGHLLORED 643 GREEN R 611 P R 721 R 644 SPARE J 646 SPARE B 621 P DON T 721 R 1W 722 W 11 COM 722 W 723 G 29 WALK MG 726 CABINET WIRING NOTES: W 616 PAR 726 727 1. GREEN & YELLOW PHASES WITHOUT WIRE PAR 727 TERMINAL CABINET CONNECTIONS SHALL RECEIVE 5W RESISTORS PPB 29 P7Z5 N H a APPROACH #1 pg� �01 = POLE #1 (P02 ED) (AT POLE BASE) N POLE #2 01� J-BOX APPROACH ¥2 SCHEMATIC FIELD WIRING DIAGRAM Z 5C (NOT TO SCALE) 5C 2CS NOTES: ILLUMINATION, INTERCONNECT SYSTEM AND GROUND WIRES ARE NOT SHOWN - SEE TO 2CS PLANS FOR ADDITIONAL INFORMATION CONTROLLERFGPS PTZ SC � 5C SURVEYED: KPG 22 A �P oCwGANr`F DRAWN BY: EH KPG H RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 DRAWING NO. LGY ® BID CITY OF RENTON DESIGN BY: DE ztw Public Works Department (S 3RD ST TO NW 3RD PL) PROJECT NO. 140161 CHECK BV: IC Seattle DOCUMENT SIGNALIZATION PLAN FED AID NO. STPIUL)-1615(005) P 39324 ¢� 3131 ElliottAvenue, Suite 400 APP ED FOR CONSTRUCTION p/� DATE: JULV 2022 PROJ MGR: G Tacoma I Wenatchee I6KPGeom BY DATE. 4sro ' RMH iz/zz/zozz I a: o6 rM dS�, INTER AVE N & NW 3RD PL WIRING DIAGRAM SHEET NO. 224 OF 285 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14087A-SIGOS.dwg D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM E2 POLE ORIENTATION LINE (E1 9� ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E2 O O �o 9X ATTACHMENT POINT POLE ORIENTATION LINE / ANCHOR BOLT PLATE (E1 ATTACHMENT POINT) J O O LOCATION STATION E1 Gy JF _P09 POLE ORIENTATION ANGLE (P.O.A.) �09 DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION AND ATTACHMENT POINT DETAIL ETHERNET VIDEO CABLE NOTES SIGNAL MAST ARM I I 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND SHAPE OF CABLE. 1 2. CAMERA ROTATION IN HOUSING TO BE ADJUSTED TO PROVIDE LEVEL I MONITOR PICTURE. 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUE TO 1 MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED W/SUITABLE COPPER OPEN j SPADES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. 9. CAMERA MOUNT, STRAPS AND HOUSING SHALL BE PAINTED RAL 9005 "JET BLACK" TO MATCH DECORATIVE SIGNAL POLES PER SPECIAL PROVISIONS SECTION 6-07. VIDEO DETECTION CAMERA SIGNAL MAST ARM MOUNT DETAIL NTS LUMINAIRE MAST ARM X Y Z ft MAST ARM LENGTH X Y Z (ft)3 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14' 46.2 16' 52.8 NOTES LJ MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN CHART. O FIELD INSTALLED. O3 LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ® SEE CITY OF RENTON STANDARD PLAN 117.3. O5 DECORATIVE ROADWAY LUMINAIRE. SEE VIDEO DETECTION CAMERA SIGNAL MAST ARM PAINT SPECIFICATIONS: MOUNT DETAIL, THIS SHEET. ALL POLES, ARMS, BASES, POLE -MOUNTED TERMINAL CABINETS AND RELATED PARTS SHALL BE FACTORY 1 GALVANIZED AND FACTORY POWDER COATED WITH 2 PRIMER FINISH. ALL LUMINAIRE FIXTURES SHALL BE 61 FACTORY POWDER COATED WITH PRIMER AND FINISH. B2 VD FOR PAINT COLOR AND APPLICATION PROCESS, SEE SPEICAL PROVISION 6-07. b LEGEND 0. VEHICLE DISPLAY b. MAST ARM MOUNTED SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. CABINET i. PPB-M j. HANDHOLE k. VIDEO DETECTION CAMERA I. PTZ CAMERA B4 b SIGNAL POLE AND FOUNDATION ° - - - k - - - - 0 L IDENTIFICATION TAGS: - - - - - - INSTALL TAGS PER COR STD PLAN 139 I SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY 2 9 o I 0 n 2 2 .� � I TYPE PPB TYPE PS PED. PUSH PED. HEAD BUTTON POST STANDARD TYPE I VEHICLE HEAD STANDARD b °O B9 I 0 b Ij[610 b HORIZONTAL DISTANCE FROM STOP LINE 3 SECTION 5 SECTION DOGHOUSE 12" 40 45 50 53 - 180 MIN. 16.5' MAX. 17.5' MIN. 16.5' MAX. 19.2' MIN. 16.5' MAX. 20.9' MIN. 16.5' MAX. 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY POLE BASE NOTES SIDEWALK mom B11 C E ANCHOR BOLTI TION I 1. WHERE POLE IS IN SIDEWALK, TOP OF FOUNDATION POLE FOUNDATION IDENTIFICATION TAG ON TOP OFFOUNDATIONN IS 2 3 PER CDR STD PLAN 139. OF SIDEWALK.\\/�\�// 4 I2. INSTALL 3. CONSTRUCT SIDEWALK THICKENED EDGE AROUND FOUNDATION PER DETAIL. SIDEWALK THICKENED 4. POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK OR TOP OF CURB ELEVATION AND MAINTAIN REQUIRED EMBEDDMENT PER MANUFACTURER'S RECOMMENDATIONS.. EDGE AROUND 5. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD. FOUNDATION DETAIL 16. PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD. NTS I ROADWAY LIMITS OF VERTICAL CLEARANCE REQUIREMENTS TYPE II, III & SO SIGNAL STANDARDS OR 1 2 h H G 9 9 I i 0 j ao SEE POLE BASE NOTES SIGNAL STANDARD DETAIL CHART POLE NOTE FIELD LOCATION POE MOUNTING HEIGHT MAST ARM LENGTH LUMINAIRE ARM LENGTH SIGNAL MAST ARM DATA OFFSET DISTANCES POLE r TO ATTACHMENT POINTS WINDLOAD AREAS FT) CALCULATED POLE a XYZ [FT] POLE ATTACHMENT POINT ANGLES [DEG] [2] TOP OF FOUNDATION ELEVATION SOIL LATERAL BEARING PRESSURE (PSF) FOUNDATION DEPTHS POLE D # REMARKS STATION OFFSET LT RT P.O.A. Al A2 [Z] (FT) (SO [X] [Y] D E F1 F2 G1 G2 H 11 12 J (UPPER) L 3' RD 3' SQ 4' RD C B1 B2 B3 B4 B5 B6 B7 68 B9 610 B11 61 62 63 64 B5 B6 67 B8 69 B11 RAINIER AVE S & S 31RD ST 1 RAINIER AVE S, STA 13+96.7 54.3' X 0' II 18.0' 35.0' 65.0' 8.0' 61.5 55.5 49.5 - 46.5 38.0 - 26.5 14.5 - 7.0 9.2 10.5 9.2 - - 9.2 - 9.2 9.2 31.5 2577.7 0' 0' [3] - [3] - 180° - - 180° 180' - 31.14 PER POLE FOUNDATIONS SCHEDULE, SHEET 227 PER POLE FOUNDATIONS SCHEDULE, SHEET 227 _ O RAINIER AVE S, STA 13+89.1 60.4' X - PPB - - - - - - - - - - - - - [1] - - - - 31.13 - PER WSDOT STD PLAN J-20.10 3 0 S 3RD 66.9 STA 200+ 45.7' X 0' * - 35.0' - 10.0' - - 33.0 0' - - - [3] - - [1] - 180- - - 31.03 - - - - 4 S 3RD ST, STA 201+06.8 43.6' X 335' II 18.0' 35.0' 65.0' 12.0' 64. 60.0 55.0 50.5 48.0 43.0 - 31.5 18.5 - 10.0 9.2 9.0F 9.2 9.0F (-) _ 11.6 (9.2 _ 9.2 9.2 12 0 20789 (2654.6f 0' 0' - - [3] - 180' [1] - 180' 180' 340' 31.34 PER POLE FOUNDATIONS SCHEDULE, SHEET 227 PER POLE FOUNDATIONS SCHEDULE, SHEET 227 _ O S 3RD ST, STA 200+96.1 64.5' X - PS - - - - - - - - - - - - [1] - 180' - - 31.1 - PER WSDOT STD PLAN J-21.10 - © RAINIER AVE S, STA 12+90.6 52.4' X EX EX III 19.5XEN 35.0 45.0 X 12.0 X 44. 41.0 32. - - 20.0 - X 12E0 - - AX 9.2 7.5 9.2 - - 9.2 1 9.2 - 31.5 1534.3 EX EX - - EX - EX EX - EX EX EX - - EXISTING - 7 SW SUNSET BLVD, STA 199+34.8 42.8 X - I - - - - - - - - - - [3] - - [1] - 180 - - - - EXISTING 8 SW SUNSET BLVD, STA 198+90.3 67.6' X 342' II 18.0' - 65.0' - 64.5 - 54.0 - - 42.0 - 33.0 - - 12.0 9.2 - 9.2 - - 9.2 - 9.2 - 12.0 144 0 (1924.2}F _ 0. _ - - - 180' - - 180' 180' - 32.86 PER POLE FOUNDATIONS SCHEDULE, SHEET 227 PER POLE FOUNDATIONS SCHEDULE, SHEET 227 - FOR SIGNAL STANDARD DETAIL CHART NOTES, SEE SHEET 226. IGg APP Cq,I� m 39324 W TONAL ti SURVEYED: KPG DRAWN BY: EH DESIGN BY: DE� CHECK BY: JC PROJ MGR: JF FILE: 14087ASIGDETA g xClK BID Seattle DOCUMENT 31attleElliott Avenue, Suite Seattle, WA 98121 206.288.1640 Tacoma I Wenatchee I KPG.com " CITY OF RENTON KPublic Works Department APP ED FOR CONSTRUCTION BY WH DAT02/22/2022 1 RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 (S 3RD ST TO NW 3RD PL) SIGNAL POLE SPECIFICATIONS 4:08 PM PST DRAWING NO. 225 PROJECT NO. 14087A FED AID NO. STP(UL)-1615(005) DATE: JULV 2022 SHEET NO. 225 OF 285 REVISION DESCRIPTION BY APP. DATE D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC SIGNAL STANDARD DETAIL CHART FIELD LOCATION MOUNTING HEIGHT MAST LUMINAIRE SIGNAL MAST ARM DATA TO ATTACHMENT WINDLOAD AREAS CALCULATED POLE ATTACHMENT POINT ANGLES [DEG] [2] TOP OF SOIL LATERAL FOUNDATION DEPTHS POLE POLE ARM ARM LENGTH POLE FOUNDATION BEARING POLE REMARKS STATION OFFSET LT RT P.O.A. Al A2 OFFSET DISTANCES [Z] POLE q POINTS (FT) (SO FT) [X] [Y] D E F1 F2 G1 G2 H 11 12 J J (UPPER) L 3' RD 3' SO 4' RD NOTE TYPE LENGTH XYZ [FT3] ELEVATION PRESSURE (PSF) D C B1 B2 B3 B4 65 B6 B7 88 69 B10 B11 81 82 63 B4 BS B6 B7 BS B9 B11 RAINIER AVE S & S 3RD ST OSW SUNSET BLVD, 58.3' X - EX PS - - - - - - - - - - - - - EX - - - - - - EXISTING - STA 199+03.1 ® RAINIER AVE S, 61.5' X - EX PS - - - - - - - - - - - - - EX - - - - - - EXISTING - STA 14+31.0 RAINIER AVE S & S 2ND ST 1 0 RAINIER AVE S, 54.1' X 0' III 18.0' 35.0' 55.0' 12.0' 52.0 25.0 40.5 - 37.5 28.5 - - - - 19.5 9.2 4.0 9.2 - - 9.2 - - - 7.5 1399.1 0' 0' [3] - [3] - 180' [i] - 180' 180' - 42,p1 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 19+93.5 - SCHEDULE, SHEET 227 SCHEDULE SHEET 227 2 0 S 2ND ST 36.6' X - I _ _ _ _ _ _ _ _ - [3] - - [1] - 180' - - 40.77 _ PER WSDOT STD STA 300+68 PLAN J-21.10 O S 2ND ST, 39.0' X 0' III 18.0' 35.0' 20.0' 6.0' 19.5 15.0 10.5 - 12.5 - - - - - 5.5 11.8 9.0 9.2 - - - - - - 9.8 531.5 0' 0' - - - - 180' - - 180' 180' - 38.7 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 300+82.3 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 ® S 2ND ST, 56.4' X - FB - - - - - - - - - - [3] - - [1] - 180' - - 38.55 - PER WSDOT STD STA 300+59.5 PLAN J-21.10 RAINIER AVE S, 18.0' 35.0' 50.0' 8.0' 48.5 45.0 37.0 - 41.0 26.0 - - - - 13.0 9.2 7.5 9.2 - - 9.2 - - - 7.5 1487.2 0' 0' - - - - - - 180' 180' 0' PER POLE FOUNDATIONS PER POLE FOUNDATIONS 0 STA 18+93.9 52.1' X 0' SD 180' 40.94 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 18.0' - 50.0' - 49.5 44.0 38.5 31.0 33.5 26.5 20.5 14.5 - - 8.5 9.2 9.0 11.6 5.0 - 9.2 10.5 9.2 - 9.8 2128.8 - 270' - - - - - - - - - © RAINIER AVE S, �'4� X - PS - - - - - - - - - - - - - [1] - 180' - - 42.75 -PER WSDOT STD STA 19+39.1 PLAN J-20.11 7 RAINIER AVE S, 45.7' X - I - - - - - - - - - - [3] - - [1] - 180' - - 42.92 _ PER WSDOT STD STA 19+83.7 PLAN J-21.10 8 0 RAINIER AVE S, 39.3' X - * - 35.0' - 8.0' - - 26.4 0' - - - [3] - - [1] - 180' - - 43.04 STA 19+95.1 RAINIER AVE S & SW VICTORIA ST O RAINIER AVE S, 32.7' X 0' III 18.0' 35.0' 25.0' 12.0' 22.0 16.0 10.5 - 19.5 - - - - - - 10.6 10.0 10.6 - - - - - - - 544.1 0' 0' - - [3] - 180' [1] - 180' 180' 0' 44,73 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 25+47.5 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 O RAINIER AVE S, 2.2' X - PPB - - - - - - - - - - - - - [1] - - - - 45.25 _ PER WSDOT STD STA 25+51.5 PLAN J-20.11 3 0 RAINIER AVE S, 37.0' X 0' III 18.0' 35.0' 25.0' 6.0' 23.0 16.0 10.0 - - - - - - - 10.6 10.0 10.6 - - - - - - - 529.6 0' 0' - - [3] - 180' [1] - 180' 180' - 44.75 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 25+45.5 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 RAINIER AVE S & AIRPORT WAY 1 RAINIER AVE S, 53.9' X 0' III 18.0' 35.0' 60.0' 12.0' 55.5 49.5 49. - 35.0 43.5 - 32.0 20.5 - 11.0 9.2 10.5 9.2 - - 9.2 - 9.2 9.2 31.5 2755.1 0' 0' [3] - [3] [3] 180' [i] - 180' 180' - 38.93 PER POLE FOUNDATIONS PER POLE IONS STA 33+49.8 SCHEDULE, SHEET 227 , SHEET SCHEDULE, SHEET 227 O RAINIER AVE S, 71.0' X - PPB - - - - - - - - - - - - [1] - - - - 38.08 _ PER WSDOT STD STA 33+33.4 _ PLAN J-20.10 3 AIRPORT WAY, 42.2' X 351' III 18.0' 35.0' 40.0' 8.0' 36.0 - - - 26.0 22.5 - 10.0 - - 5.0 9.2 - - - - 9.2 - 9.2 - 9.8 705.6 0' 0' [3] [3] [3] - 180- [1] - 180' 180' - 38.86 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 600+62.1 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 4 AIRPORT WAY, 53.9' X - 1 - - - - - - - - - - [3] - - [1] - 180- - - 37.38 - PER WSDOT STD STA 600+75.4 PLAN J-20.11 O AIRPORT WAY, 76.4' X 314' * - 35.0' - 10.0' - - 33.0 0' - - - [3] - - [1] - 180' - - 36.61 - - - - STA 601+02.8 ©RAINIER AVE S, 47.5' X - I - - - - - - - - - - [3] - - [1] - 180' - - 37.37 - PER WSDOT STD STA 31+99.8 PLAN J-20.11 O RAINIER AVE S, 52.1' X 343' III 18.0' 35.0' 65.0' 6.0' 64.5 59.0 59. - 44.0 53.0 - 36.0 23.5 - 15.5 9.2 10.5 9.2 - - 9.2 - 9.2 9.2 31.5 3298.8 0' 0' - - (3] - 180, - - 180' 180, - 35.93 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 31+49.2 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 ® RAINIER AVE S, 58.6' X - PPB - - - - - - - - - - - - [1] - - - - 35.98 - PER WSDOT STD STA 31+51.7 _ PLAN J-20.10 O RENTON AVE EXT, 682' X - PS - - - - - - - - - - [3] - - [i] - 180' - - 35.96 _ PER WSDOT STD STA 598+84.1 PLAN J-21.10 ® RENTON AVE EXT, 35.6' X - I - - - - - - - - - - [3] [3] - [1] [1] 180' - - 38.40 _ PER WSDOT STD STA 599+65.5 PLAN J-20.11 0 RENTON AVE EXT, 67.3 X 332' * - 35.0' - 10.0' - - 33.0 0' - - - [3] - - [1] - 180' - - 37.10 - - - - STA 599+52.0 ® RAINIER AVE S, 369. X 90' III 18.0' 35.0' 60.0' 12.0' 59.5 54.0 48.5 - 22.0 37.5 31.5 25.5 4.0 - 12.0 9.2 10.5 9.2 - - 9.2 10.5 9.2 11.6 9.8 2674.6 0' 0' [3] - [3) - 180' [1] - 180' 180' 315' 37.57 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 33+14.1 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 RAINIER AVE N & NW 3RD PL O RAINIER AVE S, 50.0' X 0' 111 18.0' 35.0' 45.0' 12.0' 41.0 36.0 31.0 - 38.5 - - - - - - 10.6 10.0 10.6 - - - - - - - 1162.8 0' 0' - - [3] - 180' - - 180' 180' 0' 53.80 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 40+54.2 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 O RAINIER AVE S, 36.8' X - PPB - - - - - - - - - - - - - [1] - - - - 52.86 - PER WSDOT STD STA 40+37.5 PLAN J-20.11 O RAINIER AVE S, 46 0' X 0' III 18.0' 35.0' 35.0' 12.0' 34.0 27.5 20.5 - - - - - - - 10.6 10.0 10.6 - - - - - - - 892.3 0' 0' - - [3) - 180' - - 180' 180' - 54.49 PER POLE FOUNDATIONS PER POLE FOUNDATIONS STA 40+37.3 SCHEDULE, SHEET 227 SCHEDULE, SHEET 227 ® RAINIER AVE S, 360' X - PPB - - - - - - - - - - - - - [1] - - - - 54.43 _ PER WSDOT STD STA 40+33.8 PLAN J-20.10 [1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO DRILLING. FACE OF PUSH BUTTON SHALL BE [2] SEE POLE BASE NOTES, SHEET 225. [3] ATTACHMENT ANGLES FOR POLE F FUTURE SIGNAL HEAD OR SIGN. INSTALL * LUMINAIRE POLE WHERE POLE IS IN SIDEWALK, TOP OF MOUNTED EQUIPMENT SHALL BE TENON FOR FUTURE SIGNAL HEAD. B INSTALL TENON FOR SIGNAL HEAD ON FOUNDATION ELEVATION IS VERIFIED BY THE ENGINEER IN EX EX SIGNAL HEAD OR SIGN. BACK SIDE OF MAST ARM BOTTOM OF SIDEWALK. THE FIELD PRIOR TO DRILLING. D... Sig. EvebpeID: ED11A2E1-DBB3400C-ADE2-AA437739BE4C 1 2 3 5 I 12 III q SIGNAL POLE TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE ti SEE STANDARD PLAN J-26.15 FOR PLACEMENT DETAILS GROUT W/ DRAIN HOLE 7■ -N 3■ r U 0 zom vNi a � U owztz #4 HOOPS m N N 1'-O" CENTERS Z w ¢� "1 U CONDUIT COUPLING w INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) EARTH EMBANKMENT AS REQUIRED -SEE WDOT PLACEMENT DETAILS O X EXISTING GRADE — 3 1 MAX III — GROUND SLOPE ANCHOR .ITS & ANCHOR \ PLATE SUPPLIED BY SIGNAL POLE MANUFACTURER 8 - #8 BARS EVENLY SPACED _ 3" CUR. (TYP.) t 3'-0" SQUARE OR ROUND UNDISTURBED y OR 4'-0" ROUND EARTH FOUNDATION REINFORCEMENT DETAIL CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT ALTERNATE #1 rk SIGNAL POLE TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE ti SEE STANDARD PLAN J-26.15 FOR PLACEMENT DETAILS CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GROUT W/ �" GLUE PVC STUBOUT) DRAIN HOLE 111 EARTH EMBANKMENT AS REQUIRED -SEE WDOT PLACEMENT DETAILS O X � o �� I EXISTING GRADE o¢ 1 MAX. aoaa GROUND SLOPE oVlo ¢ ? o SEE NOTE 7 :i 7 a oFF yN w0 3 W V ANCHOR BOLTS & ANCHOR PLATE SUPPLIED BY SIGNAL wt� a #4 HOOPS 0 POLE MANUFACTURER m c3 0 1'-0" CENTERS w � � SEE NOTE 7 N Z 8 - #8 BARS o "� i� 3" CUR. EVENLY SPACED (T P. 3'-0" SQUARE V-0" OR ROUND UNDISTURBED OR 4'-0" ROUND f EARTH FOUNDATION REINFORCEMENT AND BACKFILL DETAIL CONCRETE CAST AGAINST CORRUGATED METAL PIPE STAY —IN —PLACE FORM ALTERNATE #2, SEE NOTE 6 NOTES: 1. THIS STRUCTURE HAS BEEN DESIGNED ACCORDING TO THE FIFTH EDITION 2009 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. BASIC WIND VELOCITY IS 115 MPH, DESIGN LIFE/RECURRENCE INTERVAL 50 YEARS AND FATIGUE CATEGORY III. 2. FOUNDATION DIMENSIONS ARE IN ACCORDANCE WITH WSDOT STANDARD PLAN J-26.10-03 WHERE APPLICABLE AND AS INDICATED IN THE SCHEDULE NOTES. FOUNDATIONS NOT WITHIN THE PARAMETERS OF THE WSDOT STANDARD PLAN REQUIRED SPECIAL DESIGN AND ARE INDICATED IN THE SCHEDULE NOTES. 3. WHERE A FOUNDATION IS CONSTRUCTED WITHIN A MEDIA FILTER DRAIN, THE FOUNDATION DEPTH SHOWN IN THE CONTRACT PLANS SHALL BE INCREASED BY THE DEPTH OF THE MEDIA FILTER DRAIN. 4. THE TOP 2 FEET OF THE FOUNDATION SHALL USE A SMOOTH FORM (SUCH AS PAPER OR CARDBOARD). AFTER THE CONCRETE HAS CURED, THIS ENTIRE FORM SHALL BE REMOVED. 5. INSTALL SIGNAL FOUNDATION IDENTIFICATION TAG. SEE STANDARD PLAN J-26.15 FOR DETAILS. 6. WHEN THE EXISTING SOIL WILL NOT RETAIN A VERTICAL FACE, OVER -EXCAVATE THE FOUNDATION AREA AND INSTALL A 36" OR 48" DIAMETER CORRUGATED METAL (PIPE) FORM. THE TOP OF THE CORRUGATED METAL FORM SHALL TERMINATE 1 FOOT BELOW FINAL GRADE. CONTINUE FORMING TO FULL HEIGHT USING PAPER OR CARDBOARD FORM TO ACHIEVE A SMOOTH FINISH ON FINAL EXPOSED CEMENT CONCRETE. SUPPORT THE FORM AS NECESSARY TO REMAIN PLUMB. PLACE THE CONCRETE FOUNDATION. AFTER CONCRETE HAS CURED, REMOVE THE ENTIRE PAPER OR CARDBOARD FORM PORTION. 7. SHORING OR EXTRA EXCAVATION AS REQUIRED. EXCAVATED AREA SHALL BE BACKFILLED WITH CONTROL -DENSITY FILL (CDF), OR WITH SOIL IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 8-20.3(2) AND COMPACTION METHOD 1 OF STANDARD SPECIFICATION SECTION 2-09.3(1)E. 8. CONTRACTOR SHALL PROCEED WITH CARE DURING EXCAVATION AND COORDINATE WITH PROJECT UTILITY DRAWINGS PRIOR TO EXCAVATION. RAINIER AVE SIGNAL POLE FOUNDATIONS SCHEDULE SIGNAL POLE LOCATION ALLOWABLE GROUNDWATER FOUNDATION ALT. 1 FOUNDATION ALT 2 FOUNDATION BEARING PRESSURE BORING BORING DEPTH (FEET) SOIL TYPE DEPTH "` AVERAGE N-VALUE (BPF) SOIL FRICTION ANGLE (DEG) DESIGN XVZ NOTES POLE NOTE INTERSECTION CORNER/STREET (PSF) (FEET) (FT9) DIA. X DEPTH SIDE DIA. X DEPTH 1 S 3RD STREET NE 1,000 B-20, CPT-10 21.5 SM/ML 6 5 26 2,600 3' 0 x 20'-0" 4' 0 x 18'-0" TO x 28'-0" W 0 x 21'-0" SPECIAL DESIGN 4 S 3RD STREET SE 1,000 CPT-10 19.9 MH/MUSM 8 6 26 3,000 TO x 20'-0" 4' 0 x 19'-0" TO x 28'-0" W 0 x 2Z-0" SPECIAL DESIGN 8 S 3RD STREET NW 1,000 B-19, CPT-11 19.9 SM/ML 11.75 5,6 26 2,300 TO x 18'-0" 4' 0 x 11'-0" TO x 2V-0" W 0 x 14'-O" STANDARD DESIGN 1 S 2ND STREET NE 1,000 B-18, CPT-15 16.5 MH/MUSM - 5 26 1,500 TO x 1 V-0" 4' 0 x 9%0" 3' 0 x 1 F-0" W 0 x 1 Z-0" STANDARD DESIGN 3 S 2ND STREET BE 1,000 B-18, CPT-15 16.5 SM - 5,6 26 700 Y 0 x 10'-0" 4' 0 x 8'-0" TO x 10%0" *0 x V-0" STANDARD DESIGN 5 S 2ND STREET SW 1,000 B-18, CPT-16 16.5 SM - 6 26 2,300 X 0 x 18'-0" " 4' 0 x 1 V-0" 3' 0 x 25'-0" " 4' 0 x 14'1" " STANDARD DESIGN 1 SW VICTORIA STREET E 1,500 B-17 16.5 SP 11.5 10,12 28 700 TO x 8%0" 4' 0 x T-0" TO x 8'-0" 4' 0 x T-0" STANDARD DESIGN 3 SW VICTORIA STREET W 1,500 B-13 11.5 SANDSTONE - 8,12 28 700 TO x 8%0` 4' 0 x T-0" TO x 8'-0" *0 x T-O" STANDARD DESIGN 1 AIRPORT WAY NE 3,500 B-12 11.5 SP - 29 34 3,000 TO x 15'-0" 4' 0 x 8%0" TO x 20'-0" WO x 9%0" STANDARD DESIGN 3 AIRPORT WAY BE 1,000 MW-11 21.5 GP 14.25 4 26 900 3' 0 x 10'-0" 4' 0 x 8%0" TO x 10'-0" 4' 0 x 8%0" STANDARD DESIGN 7 AIRPORT WAY SW 800 B-10 16.5 SM 12 3 26 3,400 3' 0 x 21'-0" 4' 0 x 19'-O" TO x 28'-0" 4' 0 x 2Z-0" SPECIAL DESIGN 12 AIRPORT WAY NW 750 B-9 26.5 SM 13.5 2 26 3,000 TO x 20'-0" ` 4' 0 x 19'-0" ` 3' 0 x 28'-0" ` 4' 0 x 22'-0" ` SPECIAL DESIGN 1 NW 3RD PLACE E 3,500 B-5 9 SM - 20 34 1,500 TO x 8'-0" 4' 0 x 6%0" 3' 0 x 1 V-0" 4' 0 x 6-0" STANDARD DESIGN 3 NW 3RD PLACE W 1,000 B-7 19 SM 10 6 26 900 3' 0 x 10'-0" 4' 0 x 8'-0" 3' 0 x 10'-0" 4' 0 x S-0" STANDARD DESIGN NOTES: * - MINIMUM SHAFT LENGTH ANTICIPATED IS 28'-0", FINAL SHAFT DETERMINATION TO BE ESTABLISHED DURING SHAFT EXCAVATION 4' 0, ALT. 1 IS PREFERRED BASED ON LOOSE SOIL PROFILES ENCOUNTERED AT 13' BELOW GROUND SURFACE *** - GROUNDWATER DEPTHS AT TIME OF DRILLING, CONDITIONS MAY VARY 1 1 1 n 1 1 1 1 n 1 n 0 IV wood ENVIRONMENT & INFRASTRUCTURE SOLUTIONS, INC. 1075 BIG SHANTY ROAD, NW SUITE 100 KENNESAW, GA 30144 TEL: (770) 421-3400 Tg � c�1 4 o .� ISTF,Q' 1 �sS70NAL E' NOT VALID WITHOUT SIGNATURE AND DATE ' PROJECT: RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 (S 3RD ST TO NW 3RD PL) RENTON. WA CITY OF RENTON PUBLIC WORKS DEPT. 1055 S. GRADY WAY RENTON, WA 98057 WOOD PROJECT No: 6917-18-0860 1 l I I l DESIGNED BY: MDH DRAWN BY: DP CHECKED BY: ASS APPROVED BY: - DATE: 06 NOV 2020 i SHEET TITLE: SIGNAL POLE FOUNDATIONS SHEET NUMBER: REV. # S-101 0 SHEET 227 OF za5 SHEETS ,6917180860 - Rainier Ave S - S 3rd St to NW 3rd\DWG\S-101 SIGNAL POLE FOUNDATIONS.dwg - S-101 SIGNAL POLE FOUNDATIONS 11/23/2020 12:30P michoeL—bi— D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC O'REILLY AUTO PARTS 11+00 RAINIER AVE S 12+00 .... ... ... .... .... .... .... _ �l .............................. ............................ I I I 10 STA 199+40.3 I 0.8 RT EST10 STA 199+37.4 11.3 RT I / o- MAT�y • ?.0 • • . STg 2 p 1)t5o SyFFT 238 0 10 20 40 60 SCALE IN FEET GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. CONSTRUCTION NOTES �1 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN 128. ElTHERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 127. THERMOPLASTIC TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40. THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. THERMOPLASTIC TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40. © WIDE LANE LINE PER WSDOT STD PLAN M-20.50. �7 LANE LINE PER WSDOT STD PLAN M-20.50. ®NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM FACE OF CURB. �9 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. 10 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10. 11 CROSSHATCHING (WITH WHITE RPMS) PER DETAIL, SHEET 12. 12 PAINT CURB YELLOW. 23 CURB MOUNTED DELINEATOR POST, PER DETAIL SHEET 11 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 12+49.5 68.6' RT Ri-2 YIELD REMOVE S2 13+48.9 142.0' RT PRIVATE SIGN TO REMAIN S3 14+41.2 86.9' LT PRIVATE SIGN TO REMAIN S4 14+84.5 76.1' RT PRIVATE SIGN TO REMAIN S5 14+45.4 50.8' RT W9-iR RIGHT LANE ENDS NEW - ATTACH TO POLE S6 13+43.4 111.2' RT R7-401 "NO STOPPING OR STANDING" NEW - ATTACH TO POLE S7 13+27.3 150.4' RT R7-401 "NO STOPPING OR STANDING" NEW CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. En bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC WALGREENS MIDAS I SANSONINA r S6 _ ----- 5 3 I S7 i I1 r D3 II T D6 S9 STA 15+34.3 6 S3 S8 o S2 34.1' LT- fttt fffe ffff fffe fff fffe ffff fffe ftff fffe fttt t, p o M STA 16+45.9 `�' 7.5' LT. N w 4 4 w 8 UO 12 16+00 RAINIER AVE S 17+0000 p o 0 _ PT STA 16+35.53 12 AP STA 17+36.43 6 STA 17+86.9 o Li 20.50' RT ° . . . ° . 20.50' RT ° 8.1' RT . z 0 n 3 STA 16+32.2� 43.5' RT 8 ° N - - D2 D4 D5 D1 II HERTZ/LYFT s1 S4 WENDY'S SAFEWAY PLAN z L 0 10 20 40 60 SCALE IN FEET STANDARD SIGN INFO SIGN DESIGNATION SIGN SIZE W9-1R RIGHT LANE ENDS 36"X36" R7-401 NO STOPPING OR STANDING 12"X18" R3-7R (MOD) RIGHT LANE MUST TURN RIGHT EXCEPT BUSES 30"X42" SEE DETAIL W4-2L LANE ENDS 36"X36" R3-8 (MOD) DOUBLE RIGHT, THRU VARIES X 30" R3-801 (MOD) DOUBLE LEFT VARIES X 30" R3-5R RIGHT TURN ONLY 30"X36" RIO-15 (MOD) TURNING VEHICLES STOP FOR PEDESTRIANS 30"X30" W11-2 PEDESTRIAN WARNING 18"X18" r- .6i �'�7I-- -- 2Ir I rYP 3 5 (TYP) 15 AP STA 18+08.28 7.50' RT STA Ix 17+67.51 --'AP STA 18+08.43 66.83' RT 18.50' RT TACO TIME STANDARD SIGN INFO SIGN DESIGNATION SIGN SIZE M6-1 LT ARROW (WHITE COLOR) 12"X9" D11-1 "BIKE ROUTE" 24"X18" R9-6 BIKE YIELD TO PEDESTRIANS 12"X18" M6-3 BIKE ROUTE STRAIGHT ARROW (DARK GREEN COLOR) 12"X9" R9-3 NO PEDESTRIANS 12"X18" W1-2R CURVE WARNING 18"X18" W11-15 BIKE AND PEDESTRIAN CROSSING 18"X18" W11-15P TRAIL CROSSING PLAQUE 18"X12" RIGHT LANE 4C MUST 5c TURN RIGHT 4C EXCEPT 3.5D BUSES 3.5D BLACK ON WHITE R3-7R (MOD) SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 15+73.6 72.6' RT PRIVATE SIGN RELOCATE - BY OTHERS S2 15+47.1 52.5' LT R3-7R (MOD) "RIGHT LANE MUST TURN RIGHT EXCEPT BUSES" NEW - ATTACH TO POLE SEE DETAIL SHEET 229 S3 16+08.0 48.9' LT "CHAMBER OF COMMERCE" RELOCATE - ATTACH TO POLE S4 15+99.9 64.8' RT PRIVATE SIGN RELOCATE - BY OTHERS S5 17+16.1 70.8' RT PRIVATE SIGN BY OTHERS SEE St, SHEET 230 S6 17+28.0 64.9' LT PRIVATE SIGN TO REMAIN S7 17+67.8 59.0' LT PRIVATE SIGN RELOCATE - BY OTHERS S8 17+79.5 51.0' LT "FARMER'S MARKET" RELOCATE - ATTACH TO POLE S9 18+19.7 51.5 LT R3-7R (MOD) "RIGHT LANE MUST TURN RIGHT EXCEPT BUSES" NEW - ATTACH TO POLE SEE DETAIL SHEET 229 S10 17+05.9 48.5' RT W4-2L LANE ENDS NEW - ATTACH TO POLE GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6• MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. CONSTRUCTION NOTES THERMOPLASTIC TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40. ETHERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. THERMOPLASTIC TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN El M-24.40. © WIDE LANE LINE PER WSDOT STD PLAN M-20.50. lfl LANE LINE PER WSDOT STD PLAN M-20.50. �8 NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM FACE OF CURB. �9 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. 11 CROSSHATCHING (WITH WHITE RPMS) PER DETAIL, SHEET 12. 12 PAINT CURB YELLOW. 15 4" WHITE PAINT LINE. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL CHANNELIZATION & SIGNING NOTES CONSTRUCTION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. ❑ 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST PLAN 128. EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 127. \ I 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. THERMOPLASTIC TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN -x� I 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTSM-24.40. , 4 THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. ❑ M-24.40. \ 16 II METRO PCs / 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. ❑ THERMOPLASTIC TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN 0 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED M-24.40. \ (TYP) 15 I BIG ISLAND POKE I 18 GRADE' © WIDE LANE LINE PER WSDOT STD PLAN M-20.50. \ I I 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. (TYP) 15 15 (TYP) 15 ❑7 LANE LINE PER WSDOT STD PLAN M-20.50. \ 18.o'--' J SOUTH LAKE AUTOZONE NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM \ STA 18+76.8 S9 FACE OF CURB. 31.5' LT 9 16 I I EUROPEAN 19.5' rn I S15 16 5 TA 19+99.3 / I I - WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. co 3 yg 1 31.5' LT � coy ❑9 � 3 5 3 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10. $2 - - - - L _2 - _ -- 1_ 11 CROSSHATCHING (WITH WHITE RPMS) PER DETAIL, SHEET 12. D7 -- _ I III o 12 B PAINT CURB YELLOW. O rn ro I \ 24 O D10 N04 13 THERMOPLASTTIC U-TURN TRAFFIC ARROW PER DETAIL THIS SHEET. N 1111111 N a ssss sss TA19+84.5 0 ° W o I 7 ST 18+ .00 $6 S7 2 30.8' LT ` o N 15 4" WHITE PAINT LINE. w \ 20 0' LT w I 1 6 STA 20+00.0 13 v=i c STA 1 +45.96 35' R 9.5' 13 N g,50' T STA 18+66. 17 1 12 + 16 4" WHITE PAINT LINE CROSSHATCHING PER DETAIL, SHEET 12. �} 9.5' LT STA 19+16.98 a s s e s s o s s s s e s s s s e s s s s 9 s s s s e s s s s e s s s s e s s s s B s s s s e s s s s s s s s s s s s 21+00 22+00 N 8 19+00 13.13' RT =2 00 17 N RAINIER AVE S 17 DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.50. N `r 8 0 / 12 w 24 4" YELLOW PAINT LINE. N ss s Essssss ss ss o STA 20+00.00 4 8 ° . . . . . . . ° J z 12 / 2.50' RT N = 25 THERMOPLASTIC TRAFFIC ARROW TYPE 4 PER WSDOT STD PLAN J STA 18+76.8 10 I 50' R o STA °20+20.00 11 M-24.40. 0 4 7.5' RT 1 6 c4 3.50' RT D11 D12A 26 THERMOPLASTIC TRAFFIC ARROW TYPE 3R PER WSDOT STD PLAN M 11 7 I 10 STA 19+99.2 O D11A M-24.40. STA 18+66.8 1 7 6 5' RT 14.5' RT o Dg PO C. 8 - S5 i 10 S10 _ _ - - - - RENTON S4 ' / / S11 S13 VETERINARY Si i S3 - S14 Q I I RAVI l+ II II II III II II II �O STA 19+84.5 2 S12 HOSPITAL PORTS d-41 - T 2 20.0' ao STA 300+54.6 15 (TYP) I I I \ 5 ®� 24.0' LT 2 15 (TYP) STA 300+546 4 - 6 TA 300+69.3 1 2 37.4' RT - 2 .9' LT �7 - ® 1 STA 300+69.3 I II --- - 37.4' RT o I coy _ I 12.0' ' 26 �i I TACO TIME 12.0' m 12.0' m 12.0' VACANT S16 J I tom/) S8 6 STA 301+09.3 18.7' RT Z I • � I I PLAN �l 0 10 20 40 60 SCALE IN FEET BUDDY'S HOME FURNISHING U-TURN ARROW CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS Si 18+31.5 41.1' RT PRIVATE SIGN RELOCATE - BY OTHERS - SEE S5 SHEET 229 S2 18+39.0 60.3' LT 12' METAL POST REMOVE S3 18+46.5 46.5' RT R3-1 NO RIGHT TURN RELOCATE S4 18+91.8 42.3' RT GAS MARKER RELOCATE BY OTHERS SS 19+00.9 47.6' RT R3-2 NO LEFT TURN REMOVE S6 19+12.4 43.6' LT R3-2 NO LEFT TURN REMOVE S7 19+24.0 51.7' LT "1405", "SR900" RELOCATE - ATTACH TO MAST ARM SS 19+58.4 111.4' RT R5-1 DO NOT ENTER R3-8 (MOD) DOUBLE RIGHT, THRU RELOCATE NEW S9 20+00.8 53.1' LT PRIVATE SIGN RELOCATE - BY OTHERS SIC 19+92.9 28.2' RT R3-1 NO RIGHT TURN RELOCATE - ATTACH TO MAST ARM S11 19+93.5 54.1' RT R6-1(L) ONE WAY RELOCATE - ATTACH TO POLE S12 20+39.7 47.5' RT 8' STEEL POST REMOVE S13 21+41.6 30.5' RT R2-1 SPEED LIMIT 35 RELOCATE - ATTACH TO POLE S14 21+60.8 41.1' RT PRIVATE SIGN TO REMAIN S15 22+23.9 52.4' LT PRIVATE SIGN TO REMAIN S16 19+06.3 113.4' RT R5-1 DO NOT ENTER R3-801 (MOD) DOUBLE LEFT TO REMAIN NEW - ATTACH TO POLE D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC GENERAL CHANNELIZATION & SIGNING NOTES I }� 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST I Q STA 798+94.1 EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS 17 MATCH EXISTING fY I 0.0' ` FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". I I V Q�5 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. �5 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, y STA 399+10.5 POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. I 3 I �Q' 17 0.0' RT to o PT STA 799+15.78 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. Irn STA 799+33.1 13.14' RT sir 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED WATSON SECURITY I "' I S4 15 14.5' RT �x�� m® / GRADE. STA 399+50.7 2 30' R ROWN 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. 15 15 (TYP) STA 399+47.2 I / 17.1' LT / PT STA 799+03. BEAR 1 / 11.7' RT S3 11.5' 12.5' I S7 0.00' CAR CONSTRUCTION NOTES 2 STA 24+78.1 j S8 WASH ❑ 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD rn 20.0' 47.9' LT • PLAN 128. S5 N 5R 2 THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 1 ❑ 127. - w Ln M _ D13 0 D,4 II II II III D21 -- _ ❑6 WIDE LANE LINE PER WSDOT STD PLAN M-20.50. o '� w STA 22+56.7 6 ---- HAYES SW o ❑7 LANE LINE PER WSDOT STD PLAN M-20.50. w9.5' LT N 7 STA 25+45.0 STA 799+53.0 � = c . . . ° 2 14,3 ° LT o 0.0' RT ° 17 ° ❑g NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM " FACE OF CURB. o 8 RAINIER AVE S 1 5+97.0 8 o N + 0 12 U 9.5' L 12 z `� N 23t00 ° 12 PAINT CURB YELLOW. N \ J $4 " _ _ #$0 _ jj 2000 o p C 27 15 4" WHITE PAINT LINE. w o 12 STA 23 3172 ° ° ii� �� \ c / jii(+� 111f� n \ `• ° ° ° 8° ° o 16 4" WHITE PAINT LINE CROSSHATCHING PER DETAIL, SHEET 12. _z .... 7 �9T-8 PT STA 23+06.57 ° " ° ° ' 'b 17 DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.50. a 14.50' RT AP STA 23+81.50 1 STA 24+88.1 A 25+38.0 ND12B D15 5.0' RT ' RT D16 D17 D18 D20 _ _ -� - - - - - - - - S6 - A - - GP S1 pGP o O 16 ' 15 � S2 � d - - - - - - - - - - - - - H - - - STA 26+83.94 Co r I 52.82' RT 15 I , I / jj WEST WIND MOTEL ROYAL ORCHID FORMULA 1 FAST LUBE I TOMMY'S CAFE I , PLAN z 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 23+26.9 31.0' RT "FLOOD EVAC." RELOCATE - ATTACH TO POLE S2 23+33.6 53.3' RT PRIVATE SIGN TO REMAIN S3 24+76.7 58.0' LT R1-1 STOP R3-5R RIGHT TURN ONLY RELOCATE NEW - ATTACH TO SIGN POST S4 25+08.7 60.3' LT R2-1 SPEED LIMIT 25 RELOCATE S5 25+12.4 49.5' LT "VICTORIA ST" RELOCATE S6 24+74.7 31.0' RT BUS STOP RELOCATE BY OTHERS S7 25+97.0 53.4' LT R1-1 STOP R3-5R RIGHT TURN ONLY RELOCATE NEW - ATTACH TO SIGN POST S8 26+42.0 49.3' LT "HAYES PL" RELOCATE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E-bpe ID: ED11A2E1-DB133-400-ADE2-AA43773913E4G BROWN BEAR CHEVRON / / MCDONALD'S CAR WASH / \ o GP / \\\ OGP 0GPG/ GP / \�_1--- 3 S7 -® 5 -3-- S10 s12 S13 OO S9 a O � --- -- D25 B22 ° • • • ° AP STA 28+91.80 23.50' LT 0 ° ° C-11 AP STA 30+05.22 ° ° 'o ° 23.50' LT N N 5, 22 PT STA 27+99.54 7 STA 27+35.2 ° ° " 20.50' LT ° c ° ° 0 8 ° ° o w 12 �' w ti hr ,M c7ruo.yu 2 STA 28+32.8 \\\ 42.2' RT __a III II S11 19.5' ---- S2 ll S4 GP S3 7.5' 120' : 12. GP GP S5 I + 15 TOMMY'S CAFE j 17 STA 501+00.9 Z 2.5 RT m O R CO' 0 o .. ° .. .. 29+00 ° ... . }° o . . .... ° ... 30+00 . . . ..... ..... ..... . . 31 + O M STA 29+41.95 t t t t e t t l t i i i i e i i t i e i t t g t i t t g i t i t g t t i t 4.50' RT cli 4 \ 1-1 0 <n STA 500+59.7 p Z°J 4 � ,,' 1 17 • •• t t i A t i t t I t t t E 1 t t t B I t t B 1 1 t t B t t t t B t i l t Z 1.5' RT J STA500+45.32 o °„ 4 6° 4 o °. ° 9.2'LT o 5 IUI 5 0 ¢ °•' °" i t i t t t e t t i e i t t t t t l l t t e t t t i t t t e t t t t t l l e t t t t i l l e t t t t 0 0 ID24 1 D26 2' RT LJI - N STA 500+87.9 15 9.5' LT PLAN L 0 10 20 40 60 SCALE IN FEET GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. CONSTRUCTION NOTES 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN 128. THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 127. ❑3 THERMOPLASTIC TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40. ❑4 THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. THERMOPLASTIC TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN El M-24.40. Ifl WIDE LANE LINE PER WSDOT STD PLAN M-20.50. 1flLANE LINE PER WSDOT STD PLAN M-20.50. �8 NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM FACE OF CURB. 11 CROSSHATCHING (WITH WHITE RPMS) PER DETAIL, SHEET 12. 12 PAINT CURB YELLOW. 15 4" WHITE PAINT LINE. 17 DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.50. 22 DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 28+12.8 55.8' RT STEEL POST REMOVE S2 28+15.1 62.8' RT PRIVATE SIGN TO REMAIN S3 28+15.8 79.5' RT R7-801 RESERVED PARKING TO REMAIN S4 28+17.3 70.6' RT R7-801 RESERVED PARKING TO REMAIN S5 28+14.9 88.4' RT R7-801 RESERVED PARKING TO REMAIN S6 28+63.4 61.0' RT R1-1 STOP, R3-5R RIGHT TURN ONLY, R7-101 NO PARKING RELOCATE S7 29+46.0 58.0' LT PRIVATE SIGN RELOCATE - BY OTHERS S8 30+06.9 54.5' RT R3-7R RIGHT LANE MUST TURN RIGHT, R14-1 TRUCK ROUTE RELOCATE - ATTACH TO POLE S9 30+44.5 63.0' LT PRIVATE SIGN RELOCATE - BY OTHERS S10 27+32.2 35.7' LT BUS STOP NEW - BY OTHERS S11 28+02.4 34.2' RT R9-3 NO PEDESTRIAN CROSSING (SYMBOL) NEW S12 28+29.1 39.5' LT R9-3 NO PEDESTRIAN CROSSING (SYMBOL) NEW - ATTACH TO POLE S13 28+80.0 40.5' LT R9-3 NO PEDESTRIAN CROSSING (SYMBOL) NEW S14 28+79.9 49.5' RT R9-3 NO PEDESTRIAN CROSSING (SYMBOL) NEW - ATTACH TO POLE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 KpGAgatIL RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 ® BID 0 CITY OF RENTON (S 3RD STTO NW 3RD PL) Public Works Department Seattle - CHANNELIZATION & SIGNING PLAN 3131 Elliott Avenue, Suite 400 DOCUMENT APFOR CONSTRUCTION Seattle, WA 98121 20 Tacoma I Wenatchee I6KPGeo4m BY DATEiz/zz/zozz 14:08 PM PST . STA 27+00 TO STA 31+00 RMH D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC AP STA 598+67.43 28.00' LT �pJgkS o STA 598+98.0 22 28.0' LT MP�C� � 1Lp 110 \-n STA 599+02.6 23 ° 8.0' L MCDONALD'S • �10 ��•� 4 STA 598+97.54 STA 599+22.8 5.0' LT 1 -- II - S6 6 y� 6 0m 6.35' RT STA 599+52.6 23 1 STA 598+92.2 , .0' L STA 599+66.1 2 59.4' RT \ 9G 12 ••�� 60.8' LT STA5LT+73.0 2 STA 598+9 .7 63.9' RT Fe. 17 49.3 _ / 2 STA 3 65.0 5 m' f • 336'R ,. STA 334 30.5' LT 47.8T �O Q m 21 STA 33+46.4 ARCO AM/PM RENTON LAUNDRY STA 35+40.77 115 101.54' LT ?91. 9.01 ti 49.4' LT N 1 STA 599+27.4 D27 D28 8.9' RT STA 599 9EVZI�Q29 04 M N o 11 o PC STA 32+00.17 6.0' RT 1 S2 N N 23.50' LT 10 2 STA 599+ 9.3 • e e e e e e e e e e / STA 33+40.3 1 5 5 o STA 35+18.1 6 t- w 'o "uoi 8 7 12 - - `r75,R 28.6' LT 21 32.3' LT o 0 29.5' LT w N t STA 31+6 1 10 38'R 4 6 4 N 0 7.5' LT CD O° t t B t t t 1 I t 1 3 i t f 1= t l t t B f= I t t 1= I t i t B t I t B 1 1 1 1 B t I B t In + 00 a 4 " 32+00 . ' i0 33+00 4 34+00 RAINIER AVE N o 35+00 M (V (V W7 Q e e e r e - - - - - - - � ` 44' R � OD - - " ^� a r e B < c 4 5 PC STA 32+42.31 ~ L.J 6 4.50' RT w J B 8 8 8 1 B 8 p B STA 31+89.0 7 PT STA 32+95.24- J x CD RAINIER AVE S 38.5' RT 'J 4.50' RT STA 33+49.27 12 16.50' RT a ° STA 32+06.0 i STA 33+39.3 " . . . . . . . . . " . . . ° 0 1 STA 31+78.7� n 2 PC STAB 60 +52.34 17 16.5' RT STA 33+44.1 STA 34+29.2 " STA 34+47.4 0 41.6' RT 7 40.2' RT 7 3 32 33 �; / 23.96' RT 28.5' RT 49.7 RT 0' RT eN .�„ e� e { e { 21 1 STA 600+72.0 1 7.9' RT STA 600+82.08 o 1 7.90' RT CA 5 \ 1 1 11 I�1 11 11 I tz 21 S112. 2 02.2 81.3' RT 2 STA 600+71.0 34.0' RT BANNER BANK o STA 600 7 20.8' RT STA 601- 23 30.6' RT PLAN 0 10 20 40 60 SCALE IN FEET Z O 5.0' 2.0' 3.0' 1 4.0' 1.0' SLOW BIKE DETAIL NTS REVISION DESCRIPTION TO 17 1=J- LJ 12 - - o _ 21 4 4 5 m m 5 . Q 1 - S10 12.0' 11.0. 12.0' ` 12.0' ` 32 - 11.0' • 11,0' M12.0' ATCH LINE STA 601+50 SHEET 237 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION S12 33+43.5 124.7' RT W11-15 BIKE AND PIED CROSSING W11-15P TRAIL CROSSING PLAQUE S13 33+94.8 76.3' RT W11-15 BIKE AND PIED CROSSING WWII,,-15P TRAIL CROSSING PLAQUE S14 34+41.4 60.5' RT WI-2L CURVE WARNING 47 w F T 9 z 47649 ¢� 1}� fo ut :ti SURVEYED: KPG DRAWN BY: RED DESIGN 8V: KPF CHECKBV: KPF PROJ MGR: JF FILE: 14087A-CH02.dw9 Y APP. DATE S9 S13 / 1/ I44.3 T9M 2 01+15.7 42.2' RT LT 6 STA 600+58.7 2 49.9' LT STA 600+63.7 1 S12 S3 48.5' LT STA 601+17.8 3 / S11 63.7' LT STA 601+28.2 3 68.2' LT STA 601+45.8 33 _ 63.9. LT REMARKS NEW NEW NEW NEW NEW S14 STA 34+20.1 3 GENERAL CHANNELIZATION & SIGNING NOTES SEE GENERAL CHANNELIZATION AND SIGNING NOTES SHEET 232. CONSTRUCTION NOTES ❑1 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN 128. ❑2 THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 127. THERMOPLASTIC TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40. ®THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. THERMOPLASTIC TRAFFIC ARROW TYPE 2SR PER WSDOT STD PLAN M-24.40. �6 WIDE LANE LINE PER WSDOT STD PLAN M-20.50. �7 LANE LINE PER WSDOT STD PLAN M-20.50. ElNO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM FACE OF CURB. 10 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10. 11 CROSSHATCHING (WITH WHITE RPMS) PER DETAIL, SHEET 12. 12 PAINT CURB YELLOW. 15 4" WHITE PAINT LINE. 17 DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.50. 21 PAINT CURB WHITE. 22 DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. 23 CURB MOUNTED DELINEATOR POST, PER DETAIL SHEET 11 27 THERMOPLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50. INSTALL THERMOPLASTIC TRAFFIC LETTERS PER WSDOT STD PLANS 32 M-80.10-01 AND M-80.30-00. SEE SLOW BIKE DETAIL, SHEET 233. 33 4" WHITE THERMOPLASTIC SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03. SEE SLOW BIKE DETAIL, SHEET 233. SIGN SCHEDULE SIGN NO STATION OFFSET DESIGNATION REMARKS S1 31+29.4 54.5' RT AIRPORT, R3-7R RIGHT LANE MUST TURN RIGHT RELOCATE - ATTACH TO POLE S2 33+06.9 -39.2' LT R3-51- LANE CONTROL, R3-5A LANE CONTROL REMOVE S3 601+04.0 -90.9' LT R1-2 YIELD REMOVE S4 33+97.7 -45.8' LT R3-7R RIGHT LANE MUST TURN RIGHT RELOCATE - ATTACH TO POLE S5 35+01.2 64.9' RT W4-2R LANE ENDS REMOVE S6 31+72.4 -100.4' LT R10-15(MOD) TURNING VEHICLES STOP FOR PEDESTRIANS NEW - ATTACH TO POLE S7 33+23.7 87.4' RT R10-15(MOD) TURNING VEHICLES STOP FOR PEDESTRIANS NEW - ATTACH TO POLE S8 34+16.2 63.6' RT W11-2 PEDESTRIAN WARNING (WHITE COLOR) M6-1 LT ARROW (WHITE COLOR) NEW NEW S9 33+77.8 79.9' RT D11-1 "BIKE ROUTE" M6-3 BIKE ROUTE STRAIGHT ARROW (DARK GREEN COLOR) NEW - ATTACH TO POLE NEW - ATTACH TO POLE S10 33+17.3 140.3' RT D11-1 "BIKE ROUTE" R9-3 NO PEDESTRIANS NEW - ATTACH TO POLE NEW - ATTACH TO POLE S11 33+33.7 143.1' RT W11-2 PEDESTRIAN WARNING (WHITE COLOR) M6-1 LT ARROW (WHITE COLOR) W11-2 PEDESTRIAN WARNING (YELLOW COLOR) NEW NEW NEW CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 KPG CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWING NO. 233 BID (S 3RD STTO NW 3RD PL) PROJECT NO. 14087A Public Works Department FED AID NO. STP(UL)-1615(005) Seattle CHANNELIZATION &SIGNING PLAN 3131 ElliottAvenue, Suite 400 DOCUMENT APP •ED FOR CONSTRUCTION DATE: JULV 2022 SeattleTacoma I Wenatchee IWA 98121 6KPG�o4m BY� DATE. STA 31+00 TO STA 35+50 RMH 12/22/2022 4:08 pm PST SHEET NO. 233 OF 285 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC M M F— W W N 0 M H N W Z J U F— Q MATHEWSON'S AUTOMOTIVE PLAN L 0 10 20 40 60 SCALE IN FEET N so Is' SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 35+86.9 37.1' LT R3-7R RIGHT LANE MUST TURN RIGHT RELOCATE — ATTACH TO POLE S2 36+70.4 44.5' RT R2-1 SPEED LIMIT 35 RELOCATE — ATTACH TO POLE S3 38+62.8 41.6' RT R7-1 NO PARKING RELOCATE — ATTACH TO POLE GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6• MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. CONSTRUCTION NOTES ❑4 THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. �6 WIDE LANE LINE PER WSDOT STD PLAN M-20.50. �7 LANE LINE PER WSDOT STD PLAN M-20.50. ®NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM FACE OF CURB. 12 PAINT CURB YELLOW. 15 4" WHITE PAINT LINE. 22 DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN — IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC I NF�SONA S2 _ ST� 1 12.0 RT 2 STA 40+65.3 46.2' LT ® 2 STA 40+47.8 29.7' LT NELSON PL NW WIIIIIIIIIIiiIIIIII STA 40+08.9 1 --f� w►�'��'�!c �i►11r3 9.0' "7'�S T1615 (TYP) TA J a 0 M 3 Z JUDO BOXING GERBER COLLISION ADVANCE & GLASS AUTO TUNE ( 45.9' LT I-=1 S7 STA 41+27.1 12.0' 12.0' 31.5' LT 1 S10 STA 41+27.5 1 19 ___ _ 7.5' LT -- �' R- - ----------- S9 I II II III / D33B 0 d 7 STA 41+84.220 STA 40+4 .5 2 1.5' LT STA 42+87.1 7 29.4' RT STA 40+77.9 • • • ° • • • ° 18.4' LT 1.6' LT 17 c b MATCH EXISTING • ... .... .. 55'R ::... ::: ::::• :• 41+00 o, " .. :::: •• :::e....s::: .� r 42+00- 43+00 RAINIER AVE N a s s s o 1 t f t B /� 1j•1 t f t°B t t 1 f t t t B t A :: : • • : : : : . . . . 8 . . : . . . . : : 61.6'RJ STA 41+09.8 17 19 19 STA 42+80.21 6.7' RT ° . . . , .. MATCH EXISTING STA 40+60.2 17 7 _ S6 _ I D33A I ZZI k S11 06 7 ; t - r ❑ (TYP) - . , , \ \ \ alq \ PLAN �z 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS Si 39+12.0 50.0' LT PRIVATE SIGN RELOCATE - BY OTHERS S2 39+46.8 50.4' LT R1-1 STOP, "NELSON PL NW, R3-5R RIGHT TURN ONLY RELOCATE S3 39+84.7 37.0' RT R7-1 NO PARKING ANY TIME RELOCATE - ATTACH TO POLE S4 40+60.8 40.9' RT "NW 3RD PLACE" REMOVE S5 40+61.4 51.6' LT R1-1 STOP, "RAINIER AVE S" RELOCATE S6 40+71.0 50.7' RT "NO PARKING AFTER 10 PM" RELOCATE S7 41+16.7 54.8' LT PRIVATE SIGN TO REMAIN S8 41+73.5 31.7' RT "NO PARKING AFTER 10 PM" RELOCATE S9 41+55.4 39.5' LT R7-1, "CHAMBER OF COMMERCE" RELOCATE - ATTACH TO POLE S10 41+26.3 35.0' LT R9-3 NO PEDESTRIAN CROSSING (SYMBOL) NEW S11 41+23.9 33.7' RT R9-3 NO PEDESTRIAN CROSSING (SYMBOL) NEW - ATTACH TO POLE S12 39+28.7 39.1' RT "VIEWING AREA CLOSES AT 7:OOPM NIGHTLY" RELOCATE - ATTACH TO POLE GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. CONSTRUCTION NOTES O16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN 128. ETHERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 127. THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. © WIDE LANE LINE PER WSDOT STD PLAN M-20.50. �7 LANE LINE PER WSDOT STD PLAN M-20.50. ®NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM FACE OF CURB. 12 PAINT CURB YELLOW. 15 4" WHITE PAINT LINE. 16 4" WHITE PAINT LINE CROSSHATCHING PER DETAIL, SHEET 12. 17 DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.50. 19 TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.50. 20 TWO-WAY LEFT TURN LANE ARROWS PER WSDOT STD PLAN M-3.40 WITH THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN - RRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC HERTZILYFT SAFEWAY 44.00' LT I 4 3 S12 S2 S5 S3 14 I AC SIS D34 \ 35 -JA T--- - -----\ �- ow N o CN w, P 1 STA 202+46.25 20.0' 1 1 N 44.00' LT 15 (TYP) N it STA 204+57.4 29 o 202+00 11 203+00 S 3RD ST 204+00 14.1' LT N o N " STA 203+74.9 7 N w STA 201+56.5 N 23 5.4' LT �1 STA 202+39.3 N 7 0,0' 20.0' ............. 6.6'RT x �1>2 _ STA 202+25.2 n , \ STA 14 A0' 04 - 18.618.6' RAJ SSRT SHELL 7-ELEVEN SLEEPLESS COFFEE PLAN 0 10 20 40 60 SCALE IN FEET FREDDIE'S CASINO GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. a CONSTRUCTION NOTES 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN 128. THERMOPLASTIC TRAFFIC ARROW TYPE 1S PER WSDOT STD PLAN M-24.40. 205700 THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. (TYP) STA 2 55+01.65 MATCH EXISTING �7 LANE LINE PER WSDOT STD PLAN M-20.50. T T ® NO PASS LINE PER WSDOT STD PLAN M-20.50, OFFSET 1' FROM - FACE OF CURB. CROSSHATCHING (WITH WHITE RPMS) PER DETAIL, SHEET 12. 07 14 THERMOPLASTIC LETTERS PER WSDOT STD PLAN M-80.30. 15 4" WHITE PAINT LINE. I 23 CURB MOUNTED DELINEATOR POST, PER DETAIL SHEET 11 29 4" WHITE THERMOPLASTIC CROSS HATCHING PER CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN DETAIL, SHEET 12. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS Si 201+87.3 23.7' RT R6-1 ONE WAY TO REMAIN S2 202+19.6 42.5' LT R2-1 SPEED LIMIT 25, "NO STOPPING OR STANDING" RELOCATE - ATTACH TO POLE S3 202+30.3 40.5' LT R1-1 STOP, R3-1 NO RIGHT TURN, R6-1 ONE WAY PRIVATE SIGN R6-1 ONE WAY RELOCATE S4 202+68.4 61.5' LT RELOCATE - BY OTHERS S5 202+67.6 40.5' LT RELOCATE S6 202+66.5 32.8' LT STEEL POST REMOVE S7 203+44.7 39.5' LT R7-108 4HR PARKING "NO PARKING" RELOCATE - ATTACH TO POLE S8 203+66.1 24.1' RT BUS STOP TO REMAIN S9 203+95.7 37.4' LT R6-1 ONE WAY RELOCATE S10 204+08.1 36.2' LT PRIVATE SIGN RELOCATE - BY OTHERS S11 204+56.3 31.6' LT R7-1 "NO PARKING EAST OF HERE" RELOCATE S12 201+63.8 38.0' LT R7-401 "NO STOPPING OR STANDING" NEW - ATTACH TO POLE CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC 595+69 596+00 ARCO `\ \ AC J n STA 598+17.8 "m 10 7 28.0' LT 10 .... «. N STA 598+18.0 c t- AP STA 596+71.39 7 17.0' LT w STA 596+24.0 .... N 6.0' RT 17 6.00' LT 17 STA 598+17.8 12 0 0 6.0' LT t`etf f gtVAb 5b dOO00 00 RENTON AVENUE EXT 4 4 o vn w �597+21.4 STA 598+17.86 .7 17.0' RT STA 598+17.8 0 6,28.0' RT PLAN 20 40 60 V I SCALE IN FEET I FMCDONALD'S AC STA 602+32.8 STA 602+74.9 STA 601+55.7 STA 601+75.5 28 27 63.1' LT 33 27 55.4' LT 53.6' LT 62.9' IT STA 602+56.2 27 STA 602+92.5 29 AP STA 604+57.2 29 44.7' LT 35.3' LT PCC STA 601+80A 28 S3 59.1' LT AP STA 603+07.1 STA 603+60.5 27 59.7' LT S2 57.4' LT 28 55.5' LT AP STA 604+60.8 29 S4 AP STA 603+06.6 29 STA 603+79.0 37.2' LT 51.5' LT ---- 47.8' LT 27 31 (TYP)El - AP STA 604+84.9 28 \ \ o _ - - - -- 41.0' LT 0 7 AP STA 602+94.4 AP STA 602+94.3 22 = - _ _ - - _ 33.6' LT 22.6' LT - - Q n STA 601.. 27 . . 6. w .. • . ... " AP STA 604+56.6 7 o 0 w o Z�''JJ , 24.3' LT o w 54.4' LT " = t:tt tfefsttttfeftfttftefttttfteft ttf teftt� ••. .. AP STA 604+56.3 o 6 4 STA 602+95.59 „0 22 19 0 o 4 10.68' LT ... 13.3' LT . . + S . tl t l f t t i 9 f t i t t t 1 9 f 1 t t t i t tl 1 I f t t i t d 1 1 1 t l CD 602+ ----- E ❑4 - .603+00 AIRPORT WAY 604+00 605+00�.� 6o6+oc (V N 17 STA 603+45.9 " o 0 w o 12 : 1.0' RT... ... .... " ... .... " ... .... .. .... .... .... .. . z • • . ' . ' ' ' " STA 603+44.9 o STA 603+81.4 STA 605+40.02 b in 7 12.0' RT 23 MATCH EXISTING " 22 0' RT " . ... ... ... ".. o ... _o o ... STA 604+56.3 17 19 0 1.0' RT o C-4 - ri GFGP AC j- -e�f -- ------------- S1 22 7 AP STA 602+49.4 C STA 601+58.1 26.7' RT to I 29.2' RT 23 - ^Lu ;- PLAN Q W Y 0 10 20 40 60 SCALE IN FEET GENERAL CHANNELIZATION & SIGNING NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 4. ALL NEW AND RELOCATED ROADWAY SIGNS SHALL HAVE NEW POSTS, POST BASES, AND HARDWARE PER CITY OF RENTON STD PLAN 129. 5. ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LANES. 6. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. 7. FOR MUTCD STANDARD SIGN INFO SEE TABLE, SHEET 229. CONSTRUCTION NOTES ❑THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. © WIDE LANE LINE PER WSDOT STD PLAN M-20.50. ❑7 LANE LINE PER WSDOT STD PLAN M-20.50. 12 PAINT CURB YELLOW. 17 DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.50. 19 TWO-WAY LEFT -TURN CENTERLINE PER WSDOT STD PLAN M-20.50. TWO-WAY LEFT TURN LANE ARROWS PER WSDOT STD PLAN M-3.40 20 WITH THERMOPLASTIC TRAFFIC ARROW TYPE 2SL PER WSDOT STD PLAN M-24.40. 22 DOTTED LANE LINE PER WSDOT STD PLAN M-20.50. 23 CURB MOUNTED DELINEATOR POST, PER DETAIL SHEET 11 27 THERMOPLASTIC BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50. 28 4" PAINTED YELLOW DOTTED LANE LINE PER WSDOT STD PLAN M-20.10. 29 4" WHITE THERMOPLASTIC CROSS HATCHING PER CURB MOUNTED DELINEATOR POST CYCLE TRACK MEDIAN DETAIL, SHEET 12. ❑CURB MOUNTED DELINEATOR POSTS PER CYCLE TRACK MEDIAN DETAIL, SHEET 12 33 4" WHITE THERMOPLASTIC SOLID LANE LINE PER WSDOT STD PLAN M-20.10-03. SEE SLOW BIKE DETAIL, SHEET 233. SIGN SCHEDULE SIGN STATION OFFSET DESIGNATION REMARKS NO. Si 602+11.3 47.1' RT "BICYCLES YIELD TO PEDESTRIANS" RELOCATE -ATTACH TO POLE S2 602+63.7 -64.6' LT D11-1 "BIKE ROUTE" NEW - ATTACH TO POLE R9-6 "BIKE YIELD TO PEDS" NEW - ATTACH TO POLE S3 602+44.4 -47.2' LT R9-3 NO PEDESTRIANS NEW D11-1 "BIKE ROUTE" NEW S4 601+98.9 -64.6' LT W1-2R CURVE WARNING NEW CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC -00 RAINIER AVE S 12+00 13+00 1 I � G E5 q ° S5 O p 11 l� S1 Mq Thy C/yF 7 ST q SyEFT 2gB PLAN ZA 0 10 20 40 60 SCALE IN FEET s 5 LIMIT, TYP. �. 13 s 2��;t;c14� v m v -- u ,,�- ---, 0 .� -m 000pa°%� � • /I CONSTRUCTION NOTES OROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. BIORETENTION PLANTER AREA; INSTALL 18" BIORETENTION MEDIA AS 02 OUTLINED IN THE SPECIAL PROVISIONS; TOPDRESS WITH 3" COARSE COMPOST, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. < EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 08 INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. ORIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC PLAN N�yl L 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES O1 ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. BIORETENTION PLANTER AREA; INSTALL 18" BIORETENTION MEDIA AS 02 OUTLINED IN THE SPECIAL PROVISIONS; TOPDRESS WITH 3" COARSE COMPOST, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 08 INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. 09 RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN Z 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES O1 ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 08 INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. < RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. 14 MULCH RESTORATION AREA; INSTALL 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA, TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES O1 ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. BIORETENTION PLANTER AREA; INSTALL 18" BIORETENTION MEDIA AS 02 OUTLINED IN THE SPECIAL PROVISIONS; TOPDRESS WITH 3" COARSE COMPOST, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. 06 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 07 INSTALL TREE IN TREE GRATE PER DETAIL, SHEET 249 AND 260. 08 INSTALL TREE IN FILTERA UNIT PER MANUFACTURERS INSTRUCTIONS. < RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. 11 MEDIAN PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. O14 MULCH RESTORATION AREA; INSTALL 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA, TYP. TREE LOCATION TO BE ADJUSTED IN THE FIELD BASED ON FINAL 15 LOCATIONS OF UTILITIES. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES O1 ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. < INSTALL TREE IN TREE GRATE PER DETAIL, SHEET 249 AND 260. 08 INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. 09 RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. 11 MEDIAN PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. 14 MULCH RESTORATION AREA; INSTALL 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA, TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E—bpe ID: ED11A2E1-Dl3l3 0-ADE2-AA437739BE4C \ U CONSTRUCTION NOTES ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" I O BARK OR WOOD CHIP MULCH, TYP. 20� I O EXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 5 I 249. \ tn2 O N o8 INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. ca I O RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. RESTORATION IMIT, fj o Qo N 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. n 1 ❑ ► --- - g N o Q LAWN RESTORATION AREA; INSTALL 4 TOPSOIL TYPE A AND _ HYDROSEED ENTIRE DISTURBED AREA, TYP. o T ❑ • - c� JT 5 � ❑ �T- - - _ ~ 5 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. • 12 GC2 ° 4 ❑ �" ) 1 14 10 19 0 S2 G1 8 T11 S2 GC5 -- N 13 6 - - N GC5 O 7 1 6 GC2 5 3 w 9 20 TYP. 9 8 x W W W W W W W W W � a � O _ C14 + 00 32+00 ��0 33+00 34+00 RAINIER AVE N 35+00 w M RAINIER AVE S Z J Q GC2 2 s1 • 12 LO M • o P1 S2 22 G1 S1 GC6 S5 GC2 4 w T7 �1 zn zn 4F en T4 10 U) I ` \ 22 1 J o S1 • / 1 10� (D 1 + 13 (D ' P Q T7 G1 5 �- o (D = I GC O PLANT SYMBOL Q 25 1 MATCH LINE Q ` so ST, 601+50 SHEET 247 / PLANT QUANTITY v---= PLAN z �I/ 0 10 20 40 60 SCALE IN FEET NUMBER REVISION DESCRIPTION SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 RRIGATION PLAN 1 268 RIGHT OF WAY PLAN 1 281 OF WAR P ABETysOCT MM N y J ati � �Ei(P.0517' �\� � SS A pE pk� SURVEYED: KPG DRAWN BY: JS DESIGN 8V: JS CHECK BY: CS PROJ MGR: JF FILE: 14087A-LS02.dwg KPG p pID Seattle DOCUMENT 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 Tacoma I Wenatchee I KPG.com CITY OF RENTON Public Works Department ® AP ED FOR CONSTRUCTION RM BY H DATE12/22/2022 1 RAINIER AVE S CORRIDOR IMPROVEMENTS -PHASE 4 (S 3RD ST TO NW 3RD PL) LANDSCAPE PLAN 4:08 PM PST STA 31 +00 TO STA 35+50 DRAWING NO. 243 PROJECT NO. 14087A FED AID NO. STPIUL)-1615(005) DATE: JULV 2022 SHEET NO. 243 OF 285 BY APP. DATE D... Sig. E—bpe ID: ED11AM-D!313 0-AM-AA43]]3913UC PLAN Z 0 10 20 40 60 SCALE IN FEET r CONSTRUCTION NOTES O1 ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. < INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. 09 RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. 14 MULCH RESTORATION AREA; INSTALL 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA, TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: ED11A2E1-Dl3l3 0-ADE2-AA437739l3E4C I / \SS\ \ss \ \ ss ❑ O 2 J a o � a M Z II � I I � II1 - IN W- 41+00 2 42+00 RAINIER AVE N I 43+00 c7 1 Ca ca VID RESLATION L TYPE5—=�--5 0 6 4 PLAN 0 10 20 40 60 SCALE IN FEET OF WAR ��.ABErNsc CT SURVEYED: KPG P DRAWN BY: JS DESIGN 8V: JS BID D CHECK BY: CS Seattle Se3131 Elliott Avenue, Suite 400 DOCUMENT Tye, anti 4vV PROJ MGR: JF Seattle, WA98121 206.286.1640 NUMBER REVISION DESCRIPTION BY APP. DATE SCA pE pk�' FILE: 14087A-LS02.dwg Tacoma I Wenatchee I KPG.com CONSTRUCTION NOTES OROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. < INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. 09 RIVER ROCK TREATMENT, TYP. SEE DETAIL, SHEET 259. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 14 MULCH RESTORATION AREA; INSTALL 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA, TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN — IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 CITY OF RENTON RAINIER AVE S CORRIDOR IMPROVEMENTS - PHASE 4 DRAWING NO. 245 (S 3RD ST TO NVV 3RD PL) PROJECT NO. 14087A Public Works Department LANDSCAPE PLAN FED AID NO. STP(UL)-1615(005) AP ED FOR CONSTRUCTION DATE: JULY 2022 By WH DATE12/22/2022 1 4:08 PM PST STA 39+00 TO STA 43+50 SHEET NO. 245 OF 285 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC Do n N H a ®. Li W 2 N GC6 iL-- 10 0 202+00 N F— (N w Z J � d Q d� S 3RD ST PLAN 0 10 20 40 60 SCALE IN FEET d CONSTRUCTION NOTES O1 ROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 13 PLANTER RESTORATION AREA; INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA. TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN N 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES OROADWAY PLANTER AREA; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. 0 EXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL, SHEET 249. O6 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 08 INSTALL TREE IN FILTERA UNIT PER MANUFACTURER'S INSTRUCTIONS. 10 INSTALL ROOT BARRIER PER DETAIL, SHEET 249. QLAWN RESTORATION AREA; INSTALL 4" TOPSOIL TYPE A AND HYDROSEED ENTIRE DISTURBED AREA, TYP. 14 MULCH RESTORATION AREA; INSTALL 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA, TYP. PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEETS 248 & 249 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 45, 46 SITE PREPARATION & TESC PLAN - ROADWAY PLAN - ROADWAY PROFILE - DRAINAGE PLAN - DRAINAGE PROFILE - SEWER PLAN - SEWER PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN - CHANNELIZATION & SIGNING PLAN 237 LANDSCAPE PLAN - URBAN DESIGN - IRRIGATION PLAN - RIGHT OF WAY PLAN - D... Sig. E—bpe ID: ED11AM-D1313 0-AM-AA437739BE4G TREE SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS LARGE DECIDUOUS TREES T1 TILIA TOMENTOSA 'PNI 6051'/ GREEN MOUNTAIN LINDEN 13 2 1/2" CAL 12-14' HT. B&B, WELL BRANCHED T2 QUERCUS FRAINETTO 'SCHMIDT'/ FOREST GREEN OAK 10 2 1/2" CAL 12 -14' HT. B&B, WELL BRANCHED —0 0 T3 PARROTIA PERSICA 'INGE'S RUBY VASE PARROTIA / 11 2 1/2" CAL. B&B, WELL BRANCHED RUBY VASE PERSIAN IRONWOOD 12'-14' HT. T4 NYSSA SYLVATICA 'DAVID ODOM'/ AFTERBURNER TUPELO 21 2 1/2" CAL. B&B, WELL BRANCHED CERCIDIPHYLLUM JAPONICUM/ KATSURA TREE 12'-14' HT. B&B, WELL BRANCHED T5 2 2 1/2" CAL 12'-14' HT. ACCENT TREES ^, f } T6 ACER TRIFLORUM ROUGHBARK MAPLE / 1 2" CAL. 10'-12' HT. B&B, WELL BRANCHED ��,',✓�' S J T7 MALUS 'GOLDEN RAINDROPS'/ GOLDEN RAINDROPS CRABAPPLE 6 2" CAL • B&B, WELL BRANCHED `ors 1O'-12' HT. EVERGREEN TREE T8 CALOCEDRUS DECURRENS/ INCENSE CEDAR 3 7'-8' HT. B&B, WELL BRANCHED BIORETENTION TREE ,o„u,,.,, _ T9 CORNUS KOUSA X NUTTALLII 'STARLIGHT/ STARLIGHT DOGWOOD 11 2" CAL. 10'-12' HT. B&B, WELL BRANCHED FILTERRA UNIT TREES T10 MAWS 'SUGAR TYME'/ 'SUGAR TYME' CRABAPPLE 4 1 1/2" CAL. 8'-10' HT. BIB, WELL BRANCHED T11 CHIONANTHUS RETUSUS/ CHINESE FRINGE TREE 11 1 1/2' CAL' 8'-10' HT. BIB, WELL BRANCHED *FILTERRA UNIT TREES TO BE PROVIDED BY FILTERA UNIT MANUFACTURER. PLANTING SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS SHRUBS OS1 BERBERIS THUNBERGII'ROYAL CLOAK'/ ROYAL CLOAK JAPANESE BARBERRY 1g8 2 GAL CONT. 36" O.C. M. SP. TYP. ® S2 CISTUS X HYBRIDUS/ WHITE ROCKROSE 176 2 GAL CONT. 36" O.C. TRI. SP. TYP. ® S4 SPIRAEA BETULIFOLIA 'TOR'/ TOR BIRCHLEAF SPIREA 138 2 GAL. CONT. 36" O.C. TRI. SP. TYP. ® S5 EUONYMUS JAPONICUS 'MICROPHYLLUS'/ BOXLEAF EUONYMUS 435 2 GAL CONT. 24" O.C. TRI. SP. TYP. OS6 ILEX CRENATA 'HELLERI'/ HFII I HOLLY 127 2 GAL. CONT. 36" O.C. TRI. SP. TYP. ® S7 CORNUS SERICEA 'KELSEYI'/ DWARF REDTWIG DOGWOOD 510 2 GAL. CONT. 24" O.C. TRI. SP. TYP. O S9 TROSA X 'NOATRAUM'/ FLOWER CARPET PINK GROUNDCOVER ROSE 26 2 GAL. CONT. 36" O.C. TRI. SP. TYP. GRASSES ® G1 NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS 554 1 GAL. CONT. 24" O.C. TRI. SP. TYP. G2 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'/ KARL FOERSTER FEATHER REED GRASS 39 1 GAL. CONT. 24" O.C. TRI. SP. TYP. GROUNDCOVERS & PERENNIALS ® P1 HEMEROCALLIS 'STELLA DE ORO'/ STELLA DE ORO DAYLILY 317 1 GAL CONT. 24" O.C. TRI. SP. TYP. O GC2 MAHONIA NERVOSA/ DWARF OREGON GRAPE 413 1 GAL CONT. 24" O.C. TRI. SP. TYP. O GC3 POLYSTICHUM MUNITUM/ WESTERN SWORD FERN 192 1 GAL CONT. 24" O.C. TRI. SP. TYP. ® GC4 COTONEASTER DAMMERI 'EICHHOLZ'/ EICHHOLZ COTONEASTER 35 1 GAL CONT. 24" O.C. TRI. SP. TYP. ® GC5 EPIMEDIUM X PERRALCHICUM 'FROHNLEITEN'/ FROHNIUOTEN BARRENWORT 1,250 1 GAL CONT. 18" O.C. TRI. SP. TYP. GC6 VERONICA PEDUNCULARIS 'GEORGIA BLUE'/ GEORGIA BLUE SPEEDWELL 380 4" CONT. 18" O.C. TRI. SP. TYP. GC7 JUNCUS ENSIFOLIUS/ DAGGER -LEAF RUSH** 210 1 GAL CONT. 18" O.C. TRI. SP. TYP. GC8 JUNCUS 'BLUE DART'/ BLUE DART RUSH** 210 1 GAL CONT. 18" O.C. TRI. SP. TYP. GC9 IRIS DOUGLASIANA/ DOUGLAS IRIS** 50 4" CONT. 18" O.C. TRI. SP. TYP. SEEDED LAWN INSTALLATION 2,10Y0 S **INTERPLANT IN GROUPS OF 3-5 MIN. PER SPECIES, TYP. GENERAL NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY PER SECTION 8-02 OF THE SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF ENGINEER. 4. INSTALL 2" BARK OR WOOD CHIP MULCH OVER ALL DISTURBED AREAS NOT BEING PLANTED OR SEEDED, UNLESS OTHERWISE NOTED. 5. PROPERTY RESTORATION TO BE DONE AS DIRECTED BY THE ENGINEER. 6• ALL SINGLE -STEM DECIDUOUS TREES SHALL MEET WSDOT "STREET TREE GRADE" STANDARD AND SHALL BRANCH AT MIN. 6' HT. ABOVE FINISH GRADE. D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 5' N RECOMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING 5' DRIPLINE TREE PROTECTION DETAIL NTS 1'-O" MAX TO LIMIT OF CONSTRUCTION I IFI—PROTECTION REMOVABLE 6' HT CHAIN -LINK TREE FENCING EXCAVATION ZONE, SEE TREE PROTECTION NOTE 2, THIS SHEET ROOT BARRIER, TYP CEMENT CONC FINISH GRADE CURB & GUTTER ROOT BARRIER, TYP CEMENT CONC SIDEWALK El I CENTER TREE IN PIT ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF ROOT BALL SHALL BE FLUSH SECTION WITH FINISHED GRADE 2" DEPTH PEA GRAVEL LAYER 8'-0" (OR LIMITS OF TREE GRATE AREA) CEMENT CONC TREE GRATE & FRAME; SEE CURB & GUTTER DETAILS, SHEET 260. MIN. 4'X'6'X3' DEPTH TOPSOIL TYPE ROOT BARRIER, TYP z A, BACKFILL AROUND ROOTBALL � z ROOT BARRIER, m 6" CONC. BAND BEHIND CURB �I I ONLY AT TREE GRATEELOCATIONS �n — CEMENT CONC CURB ROOT BALL AND GUTTER II TREE TRUNK LIMITS OF TREE GRATE II AREA, WHERE APPLICABLE ROOT BARRIER, INSTALL ON ALL 4 SIDES OF ROOT BARRIER, TYP TREE GRATE, TIGHT TO EDGE OF PAVEMENT, ' TYP; SEE DETAIL THIS SHEET , SCARIFY SIDES AND BOTTOM OF PLANTING EQ EQ CEMENT CONC PIT PRIOR TO TOPSOIL INSTALLATION PLAN SIDEWALK TYPICAL TREE GRATE PLANTING DETAIL NTS TYPICAL ROOT BARRIER DETAIL NTS TREE PLANTING NOTES TRUNK 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL DIAMETER. TREE STAKE PREVAILING 2. CUT ALL TIES AND REMOVE BURLAP FROM ROOTBALL. WIND 3. REMOVE ALL PLASTIC AND TWINE. TREE STAKE 4. IDENTIFY TRUE ROOT FLARE LOCATION AND REMOVE EXCESS NURSERY PLAN ROOT BALL 6' MIN. BRANCH HT ABOVE SOIL AS NEEDED. FINISH GRADE 5. BACKFILL TOPSOIL TYPE A AROUND ROOT BALL IN 6" LIFTS AND NON-ABRASIVE LIGHTLY RECOMPACT EACH LIFT; AFTER BACKFILLING, WATER IN ROOT RUBBER TREE TIES BALL TO SETTLE THE SOIL. 2" DIA. WOOD STAKE; STAKES SHOULD 6. PLANT TREES WITH ROOT FLARE ABOVE FINISHED GRADE; DO NOT BE LOCATED OUTSIDE OF ROOT BALL COVER TOP OF ROOTBALL WITH SOIL. AND SHALL NOT INTERFERE WITH 7. INSTALL ROOT BARRIER WHERE SHOWN ON THE PLANS PER DETAILS, PERMANENT BRANCHES THIS SHEET. ROOT FLARE SHALL BE LOCATED TREE PROTECTION NOTES ABOVE GROUND LINE; TOP OF 1. SIX FOOT HIGH HIGH -VISIBILITY FENCE SHALL BE PLACED 5' BEYOND ROOT BALL SHALL BE FLUSH DRIPLINE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCL WITH FINISHED GRADE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID 4" SOIL BERM ABOVE ROOT BALL DRIVING POSTS OR STAKES INTO MAJOR ROOTS. SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE 2. AREA WITHIN TREE PROTECTION FENCING SHALL BE MULCHED WITH 3-4" OF BARK OR WOOD CHIP MULCH, TYP. KEEP MULCH AWAY FROM TREE TRUNK OR BASE OF OTHER PLANT MATERIAL WITHIN THE Z 2" BARK OR WOOD CHIP MULCH; PROTECTION FENCING. KEEP AWAY FROM TREE TRUNK Lo H FINISHED 3. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS GRADE OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP _-III III- I- TOPSOIL TYPE A BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS III -III- -III-=III- POSSIBLE. 4. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO — — — — = STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF SCARIFY SUBGRADE PRIOR THE FENCING. TO TOPSOIL INSTALLATION 5. PORTIONS OF THE TREE PROTECTION FENCING MAY BE MOVED 1/3 RECOMPACT TOPSOIL BELOW INTO THE DRIP LINE IF UNABLE TO PROTECT ENTIRE DRIP LINE AREA, ROOT BALL TO PREVENT SETTLING THIS IS ONLY PERMITTED FOR PORTIONS OF THE DRIP LINE AREA TYPICAL DECIDUOUS TREE PLANTING DETAIL THAT ARE IN CONFLICT WITH CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'S APPROVAL. NTS 6. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER TRUNK PRIOR TO START OF CONSTRUCTION ACTIVITIES. WIND EREVAILING 7. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, SHAL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF TREE STAKE TREE STAKE CONSTRUCTION ACTIVITIES. II\ STAKING PLAN ROOT BALL 8. MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVAL ' OR A FINAL APPROVAL IS ISSUED. 9. SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCING STATING THAT THE TREE IS DESIGNATED FOR PROTECTION, THAT THE AREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIOF 2" DIA. WOOD STAKE; STAKES SHOULD BE APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER, AND THAT NO LOCATED OUTSIDE OF ROOT BALL AND SHALL MATERIAL OR EQUIPMENT STORAGE SHALL BE ALLOWED WITHIN LIMITS NOT INTERFERE WITH PERMANENT BRANCHES OF THE FENCING. NON-ABRASIVE RUBBER TREE TIES 10. MULCH SHALL BE REMOVED ALONG WITH TREE PROTECTION FENCING f f ROOT FLARE SHALL BE LOCATED ABOVE AT COMPLETION OF CONSTRUCTION AS AUTHORIZED BY THE CITY AN[ GROUND LINE; TOP OF ROOT BALL SHALL UNLESS OTHERWISE DIRECTED BY THE ENGINEER; SEE LANDSCAPE IpII BE FLUSH WITH FINISH GRADE SPECIFIED PLANS FOR RESTORATION. SPACING, TYP FINISH GRADE p �1 ROOT FLARE SHALL BE LOCATED 2" BARK OR WOOD CHIP MULCH; ROOT KEEP AWAY FROM TREE TRUNK Q BALL SHALOLUND BE FLUSHTOIPhOF d d FINISHED GRADE O E II dd , dd d _I II I TOPSOIL TYPE A PLAR d 2" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM BASE OF PLANT SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION RECOMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING TYPICAL EVERGREEN TREE PLANTING DETAIL FINISH GRADE TOPSOIL TYPE A RECOMPACT TOPSOIL BELOW ROOT BALL TO PREVENT SETTLING SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL NTS D... Sig. E-bp. ID: ED11AM-D!313 0-ADE2-AA43773913UC -00 RAINIER AVE S 12+00 PLAN ZA 0 10 20 40 60 SCALE IN FEET 13+I 14 MATOH Olve STA 2 07�50 SNF£i ENCH SCHEDULE TATION OFFSET 2+47.06 94.26' RT 3+81.92 76.86' RT S 1 1 GENERALNOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES Oi INSTALL BENCH. SEE DETAIL, SHEET 258. INSTALL WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE O2 STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 258. O4 INSTALL SCORED CEMENT CONCRETE SIDEWALK AND CONSTRUCTION JOINT LAYOUT. SEE DETAILS, SHEET 259. O5 INSTALL PLANTING AREA, TYP. © INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. O7 INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. ©INSTALL DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS. O9 INSTALL PEDESTRIAN PUSH BUTTON. SEE SIGNALIZATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN F-30.10. INSTALL DECORATIVE CONCRETE FINISH, HEAVY SANDBLAST FINISH 14 WITH CLEAR SEALER. SEE DETAILS, SHEET 259. INSTALL DECORATIVE CONCRETE FINISH, HEAVY SANDBLAST FINISH 15 WITH CONCRETE ACID STAIN AND CLEAR SEALER. SEE DETAILS, SHEET 259. INSTALL SALVAGED GATEWAY TRELLIS TOP TRUSS, COLUMN, 18 FOUNDATIONS AND ALL ASSOCIATED ELEMENTS. SEE DETAILS SHEETS 261-###. WASTE RECEPTACLE STATION OFFSET 12+45.61 86.04' RT 13+76.63 78.82' RT GATEWAY TRELLIS SCHEDULE STATION OFFSET 13+69.99 86.06' RT 13+96.52 68.12' RT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC PLAN N�yl L 0 10 20 40 60 SCALE IN FEET N N w w V) 00 Q H N Li Z J S U H Q GENERALNOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES 05 INSTALL PLANTING AREA, TYP. 06 INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. 07 INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. 10 INSTALL DECORATIVE COMBINATION ROADWAY AND PEDESTRIAN LUMINAIRE. SEE ILLUMINATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STI) PLAN F-30.10. 19 PEDESTRIAN RAILING ON WALL 1, SEE DETAIL SHEETS 163, 167 AND 168. 20 HANDRAIL AT CEMENT CONCRETE SWITCHBACK RAMP, SEE DETAIL SHEETS 13-14. TREE GRATE SCHEDULE STATION OFFSET 15+72.05 50.41' RT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91, 100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC ul N w N to N 00 H N W Z J 2 U H Q PLAN Z 0 10 20 40 60 SCALE IN FEET GENERALNOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES 05 INSTALL PLANTING AREA, TYP. 06 INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. (7) INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. OINSTALL DECORATIVE SIGNAL POLE IMTH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS. 10 INSTALL DECORATIVE COMBINATION ROADWAY AND PEDESTRIAN LUMINAIRE. SEE ILLUMINATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN F-30.10. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZATION & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN 0 10 20 40 60 SCALE IN FEET GENERALNOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES O3 INSTALL 4'X6' TREE GRATE. SEE DETAIL, SHEET 258. OS INSTALL PLANTING AREA, TYP. 6O INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. 7O INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. ®INSTALL DECORATIVE SIGNAL POLE MATH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS. 10 INSTALL DECORATIVE COMBINATION ROADWAY AND PEDESTRIAN LUMINAIRE. SEE ILLUMINATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN F-30.10. TREE GRATE SCHEDULE STATION OFFSET 26+18.66 33.52' RT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES O3 INSTALL 06' TREE GRATE. SEE DETAIL, SHEET 258. O5 INSTALL PLANTING AREA, TYP. O6 INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. O7 INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. 10 INSTALL DECORATIVE COMBINATION ROADWAY AND PEDESTRIAN LUMINAIRE. SEE ILLUMINATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN F-30.10. w w x N 0 CD w Z J U H Q TREE GRATE SCHEDULE STATION OFFSET 27+41.16 34.61' RT 27+60.99 35.37' RT CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC MATCH LINE STA 601+50 SHEET ### PLAN 0 10 20 40 60 SCALE IN FEET WALL A SCHEDULE STATION OFFSET SIDEWALK ELEV RADIUS 33+59.15 74.65' LT 38.87 R=68' 599+37.00 78.74' LT 37.40 R=68' BENCH SCHEDULE STATION OFFSET 31+47.98 73.05' LT 31+90.88 111.53' RT WALL B SCHEDULE STATION OFFSET SIDEWALK ELEV RADIUS 33+39.60 91.86' RT 37.69 R=27' 600+57.12 87.65' LT 39.49 R=27' WASTE RECEPTACLE SCHEDULE STATION OFFSET 31+52.70 76.86' LT 31+86.87 103.11' RT 33+38.85 94.33' RT GENERAL NOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES Oi INSTALL BENCH. SEE DETAIL, SHEET 258. INSTALL WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE O2 STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 258. O4 INSTALL SCORED CEMENT CONCRETE SIDEWALK AND CONSTRUCTION JOINT LAYOUT. SEE DETAILS, SHEET 259. O5 INSTALL PLANTING AREA, TYP. © INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. O7 INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. ®INSTALL DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS. O9 INSTALL PEDESTRIAN PUSH BUTTON. SEE SIGNALIZATION PLANS. 10 INSTALL DECORATIVE COMBINATION ROADWAY AND PEDESTRIAN LUMINAIRE. SEE ILLUMINATION PLANS. INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION N 11 PLANS. w 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN = F-30.10. 0 13 INSTALL GATEWAY WALL (A & B) WITH SKATE DETERRENTS. SEE + O DETAIL, SHEET 258. Lo INSTALL DECORATIVE CONCRETE FINISH, HEAVY SANDBLAST FINISH M 14 WITH CLEAR SEALER. SEE DETAILS, SHEET 259. Q INSTALL DECORATIVE CONCRETE FINISH, HEAVY SANDBLAST FINISH NUj 15 WITH CONCRETE ACID STAIN AND CLEAR SEALER. SEE DETAILS, SHEET z 259. 16 SMOOTH CEMENT CONCRETE BAND. SEE DETAILS, SHEET 259. t- 17 INSTALL HMA SHARED -USE TRAIL. INSTALL SALVAGED GATEWAY TRELLIS TOP TRUSS, COLUMN, 18 FOUNDATIONS AND ALL ASSOCIATED ELEMENTS. SEE DETAILS SHEETS 261-###. PLANTER SCHEDULE STATION OFFSET DESCRIPTION 33+65.12 45.00' RT PC, R=30.0' 33+65.12 41.00' RT AP 33+95.00 45.00' RT PT 33+95.00 41.00' RT AP 600+88.27 55.21' LT PT 600+88.50 51.22' LT AP 601+18.18 56.23' LT PC, R=29.5' 601+18.29 52.23' LT AP CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bpe ID: ED11AM-D!313 0-AM-AA43]]3913UC PLAN Z 0 10 20 40 60 SCALE IN FEET L GENERAL NOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES 05 INSTALL PLANTING AREA, TYP. 06 INSTALL RIVER ROCK TREATMENT. SEE DETAIL, SHEET 259. 10 INSTALL DECORATIVE COMBINATION ROADWAY AND PEDESTRIAN LUMINAIRE. SEE ILLUMINATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN F-30.10. 17 INSTALL HMA SHARED -USE TRAIL. 20 HANDRAIL AT CEMENT CONCRETE SWITCHBACK RAMP, SEE DETAIL SHEETS 13-14. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC SDo II D® 202+00 203+00 S 3RD ST 204+00 PLAN 0 10 20 40 60 SCALE IN FEET 205+00 r T T T GENERAL NOTES 1. STATION/OFFSET REFERENCE POINT SHALL BE TO CENTER OF FEATURE, UNLESS OTHERWISE NOTED. 2. SEE ILLUMINATION & SIGNALIZATION PLAN SHEETS FOR POLE LOCATION SCHEDULE. CONSTRUCTION NOTES 05 INSTALL PLANTING AREA, TYP. O7 INSTALL DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. 11 INSTALL DECORATIVE PEDESTRIAN LUMINAIRE, SEE ILLUMINATION PLANS. 12 INSTALL CEMENT CONCRETE SIDEWALK. SEE WSDOT STD PLAN F-30.10. CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 44 SITE PREPARATION & TESC PLAN 55 ROADWAY PLAN 66 ROADWAY PROFILE 76 DRAINAGE PLAN 88 DRAINAGE PROFILE 98 SEWER PLAN - SEWER PROFILE - WATER PLAN 129 WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH SCHEMATIC - ILLUMINATION & INTERCONNECT PLAN 208 CHANNELIZATION & SIGNING PLAN 236 LANDSCAPE PLAN 246 URBAN DESIGN 257 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 284 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC DETERRENT, TYP )TAL ON WALL A) ATIVE WALL END H, TYP ETAIL THIS SHEET ATIVE CUTOUTS, TYP ETAIL THIS SHEET ED GRADE SCORE JOINT, BTYP ACK OP, FRONT AND L_ FOUNDATION, SEE WALL A ELEVATION STRUCTURAL FOOTING DETAIL THIS SHEET riD nruruT nnunorlr SKATE DETERRENT, TYP (11 TOTAL ON WALL B) DECORATIVE WALL END SHEATH, TYP SEE DETAIL THIS SHEET DECORATIVE CUTOUTS, TYP SEE DETAIL THIS SHEET FINISHED GRADE WALL SCORE JOINT, TYP L TOP, FRONT AND BACK WALL B ELEVATION FOUNDATION, SEE STRUCTURAL FOOTING DETAIL THIS SHEET TOP OF WALL LEVEL AND PLUMB, TYP ° 4 a 1" RADIUS a m ALL EDGES, TYP a TOP QF WALL A EL 40.99' & 39.75' ° N2" CHAMFER, TYP TOP OF WALL B EL 39.37' & 40.37' 44 a a O 0 ifs' THICK ALUMINUM 1.5" SHEATH, CURVE TO MATCH N FINISHED CLR WALL FORM w GRADE, a a PLANTING ° — OF METAL SHEATH AREA, TV 4 ` TOP OF FOOTING ° a a }¢" GROUT ALL AROUND ELEVATION, SEE THIS SHEET - `D' METAL SHEATH INTO PLACE h" RADIUS, TYP M FACE OF CIP WALL A &, B FINISHED GRADE - ° SUBGRADE, TYP DECORATIVE METAL SHEATH TYPICAL SECTION TOWARDS ROADWAY INSTALL SKATE DETERRENT TO FIT 18" 1" RADIUS, NUMBER OF SKATE DETERRENT PER ELEVATIONS THIS SHEET 4n CAP ® 18" • 1.5" • CLR FACE OF CIP WALL A OR B #5 ® 12" EACH FACE, EACH WAY EXPANSION JOINT, TYP • • FINISHED GRADE, CEMENT CONCRETE SIDEWALK DECORATIVE METAL SHEATHS AT ENDS, TYP SEE DETAIL THIS SH«r SCORED CEMENT CONCRETE SIDEWAD SEE DETAIL SHEET • � DECORATIVE CONCRETE FINISH,ITI `. N DETAIL SHEET 259 -III—III—III #5 CONTINUOUS LAP 2'-6" 30" TYPICAL CONCRETE FOOTING SECTION GATEWAY WALL A & B DETAIL N TS LIGHT SANDBLAST WALL FINISH � fF a CIP WALL KR. CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. WALL SCORE JOINT WALL B LAYOUT PLAN NOTES: 1. FIELD VERIFY ALL CIP FOOTING ELEVATIONS WITH ENGINEER PRIOR TO WALL AND FOOTING INSTALLATIONS. 2. EACH DECORATIVE METAL SHEATH SHALL BE CUSTOM FABRICATED TO FIT AT EACH WALL END. 3. ENGINEER SHALL PROVIDE LAYOUT FOR DECORATIVE CUTOUT PIECES UPON CONTRACTOR'S REQUEST AND ONCE WALL END ELEVATIONS HAVE BEEN FIELD VERIFIED. DECORATIVE METAL SHEATHS AT ENDS, TYP SEE DETAIL THIS SHEET 7 �. SCORED CEMENT CONCRETE SIDEWALK, SEE DETAIL SHEET 259 DECORATIVE FINISH CEMENT CONCRETE SIDEWALK, SEE DETAIL SHEET 259 PLANTING AREA - WALL A, SEE DETAILS THIS SHEET AND PLAN SHEET 255 WALL A LAYOUT PLAN D... Sig. E—bp" ID: ED11AM-D!313 0-ADE2-AA43773913UC DECORATIVE CONCRETE FINISH FOR CONTRACTOR'S REFERENCES: PHASE A - HEAVY SANDBLAST FINISH WITH SEALER TOTAL AREA = 90 SQUARE YARD PHASE A - HEAVY SANDBLAST FINISH WITH COLOR CONCRETE ACID STAIN AND SEALER TOTAL AREA = 20 SQUARE YARD PHASE B - HEAVY SANDBLAST FINISH WITH SEALER TOTAL AREA = 290 SQUARE YARD PHASE B - HEAVY SANDBLAST FINISH WITH COLOR CONCRETE ACID STAIN AND SEALER TOTAL AREA = 20 SQUARE YARD LEGEND SCORED CEMENT CONCRETE SIDEWALK WITH SAWCUT SCORING AND u BROOM FINISH ❑ HEAVY SANDBLAST FINISH WITH CLEAR MATTE SEALER ■HEAVY SANDBLAST FINISH WITH COLOR CONCRETE ACID STAIN AND CLEAR MATTE SEALER SCORE JOINT, TYP SEE DETAIL SHEET 260 SCORE JOINT, TYP SEE DETAIL SHEET 260— SCORED CEMENT CONCRETE oP HEAVY SANDBLAST SIDEWALK `�y FINISH WITH CONCRETE ACID STAIN AND MATTE CLEAR SEALER EXPANSION JOINT, TYP SEE DETAIL SHEET 260 EXPANSION JOINT,_. SEE DETAIL 260LOB HEAVY SANDBLASTED FINISH WITH MATTE CLEAR SEALER SMOOTH CEMENT CONCRETE BANDS A9 ,'& HEAVY SANDBLAST FINISH WITH MATTE y CLEAR SEALER e o! SCORE JOINT, SEE DETAIL SHEET 260 HEAVY SANDBLAST LAYOUT PLAN FINISH WITH CONCRETE ACID STAIN AND MATTE NOTES: CLEAR SEALER 1. WIDTH, LENGTH AND AREA OF DECORATIVE CONCRETE FINISH VARIES, SEE URBAN DESIGN PLAN SHEETS 250-### FOR APPROXIMATE LOCATIONS. 2. CONTRACTOR SHALL DEMARCATE LAYOUT OF HEAVY SANDBLASTED FINISH FOR FINAL INSTILLATION IN THE FIELD WITH ENGINEERS APPROVAL. SCORED CEMENT CONCRETE SIDEWALK AND DECORATIVE CONCRETE FINISH DETAIL NTS 6" RIVER ROCK TREATMENT PER DETAIL THIS SHEET (TYP) MODIFIED CEMENT CONCRETE EXTRUDED CURB, (TYP) SEE LANDSCAPE TREATMENT PER DETAIL, THIS SHEET LANDSCAPE PLAN, SHEETS 238 - 247 4" CSBC ° 10" ° ° IIIIII IIIIII 4 a 7.5" 10" X" X.I 1 MEDIAN WIDTH VARIES, SEE ISLAND AND MEDIAN DETAILS, SHEETS 182-184 FOR MEDIAN LAYOUT TABLES SECTION NOTE: "X" = 14" ADJACENT TO PLANTER AREAS AND VARIES IN TRANSITION AREAS MEDIAN WITH RIVER ROCK TREATMENT DETAIL NTS 1/2" TOOLED RAI)1111Z BARK MULCH TOPSOIL TYPE i SECTION CEMENT CONCRETE SIDEWALK COMPACTED CSBC, TYP COMPACTED SUBGRADE, TYP NOTE: PLANTER BED EDGE IN LOCATIONS WHERE CEMENT CONCRETE GUTTER IS NOT INSTALLED, SEE ROADWAY PLANS. PLANTER BED EDGE DETAIL NTS I a 4 ° 1.5j R ° a m TYP n N 4 a N VUu #3 BAR ® #MEDIAN PROFILE 2' SPACING REFERENCE POINT, SEE ALIGNMENT PROFILES MODIFIED CEMENT CONCRETE EXTRUDED CURB, TYPE 6 NTS 2 M1N RIVER ROCK, TYP ��` MORTAR, TYP 00 O O O� 0/---\ O O LAYOUT PLAN 3" MAX 2" MIN, TYP RIVER ROCK, TYP MORTAR BASE z a SECTION RIVER ROCK TREATMENT DETAIL NTS D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC CEMENT COI SIDEWALK — EXPANSION SEE DETAIL THIS SHEET 6" CONCREI LIGHT BR00 DIRECTION � OF TREE STATION RE PER URBAN PLANS, SHE EXPANSION JOINT DETAIL NTS ELASTOMERIC JOINT SEALER, TYP )C EXPANSION JOINT WITH JOINT FILLER, TYP CEMENT CONCRETE SIDEWALK SCORE JOINT CEMENT CONCRETE SIDEWALK NOTE: CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. SCORE JOINT DETAIL NTS L,Kt It 4'-0" a J JOINT, , e i a BAND, MATH '< I FINISH IN d -13" SO TOWN J OPENING GRATE ° d ERENCE d DESIGN `o =TS od y d 41 d d J 4 a PLAN TREE TRUNK TREE GRATE FRAME TREE GRATE BENCH OR WASTE RECEPTACLE. SEE DETAILS, THIS SHEET FINISHED GRADE 1/2" S.S. LOCK NUT 1/2" S.S. FLAT WASHER LEVELING WASHERS STAINLESS STEEL CONCRETE ANCHOR BOLT, LENGTH PER MANUFACTURER RECOMMENDATIONS NOTES: 1. INSTALL BENCH AND WASTE RECEPTACLE LEVEL AND PLUMB. 2. ENGINEER TO FIELD VERIFY LOCATION AND ORIENTATION OF BENCH AND WASTE RECEPTACLE PRIOR TO INSTALLATION. 6" CEMENT CONCRETE BAND, TYP MATCHING TREE GRATE, FRAME AND ANCHOR SURFACE MOUNT DETAIL NTS SECTION TREE TRUNK �x CEMENT CONCRETE TRAFFIC CURB AND GUTTER PEA GRAVEL, MAX. 1" FROM TREE GRATE TYPE 1, TWO CEMENT CONCRETE PIECES, SEE SIDEWALK OR CEMENT SPECS CONCRETE CURB TREE GRATE &FRAME BROOM FINISH TYP da d CEMENT CONCRETE TRAFFIC CURB AND a , GUTTER WELDED ANCHOR J EXPANSION JOINT, SEE DETAIL THIS SHEET CONCRETE BAND SECTION TREE GRATE AND SIDEWALK LAYOUT DETAIL NTS OF BENCH BENCH I EQUAL EQUAL FINISI GRAD STATION/OFFSET LEVEL BENCH, LOCATION REFERENCE SEE BENCH SURFACE (AT BACK OF BENCH) MOUNT DETAIL, THIS SHEET ELEVATION BACK 01 SIDEWAL PLANT AREA ED BENCH DETAIL NTS SECTION ARM BENCH SURFACE MOUNT PER DETAIL, THIS SHEET FINISHED GRADE CEMENT CONCRETE SIDEWALK STATION/OFFSET LOCATION PER URBAN DESIGN PLAN SHEETS D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC ALUMINUM SHEATH (BACK), WITH DECORATIVE BACK SIDEALUMINUM CAP, FINISH 'C'. ATTACH CUTOUTS Nam. FABRICATE COLUMN CAP IN 1 OF POST CAP TO CONCEALED TABS TWO PIECES, TO FIT SNUG AROUND WITH MACHINE SCREWS INTERNAL SUPPORT OF POST THE POST STUB; SEAL AROUND THE II II FRAME, SEE POST TOP WITH SILICONE SEALANT. II II WELD LOWER BAND TO CAP, FINISH 'C' STRUCTURAL DETAILS SHEET ### POST STUB CONCEALED TABS II II RUBBER GASKET AROUND INSIDES CAP BAND &BETWEEN TABS AND CAPS WELDED TO COLLAR II I II I II I II COLLAR & BOLT PER STRUCTURAL ALUMINUM SHEATH(FRONT) SHEATH DETAILS WTH MACHINE SCREWS THROUGH ALL HSS 4X4X% POST STUB DECORATIVE ALUMINUM LAYERS AND SUPPORT FRAME CUTOUTS (FRONT AND BACK SHEATHS) POST, SEE STRUCTURAL DETAILS, SHEET ### FRONT SIDE - FACING INTERSECTION TRELLIS COLUMN CAP SECTION SECTION A —A' 30'-0' (FIELD VERIFY) TOP CHORD, TYP. TRELLIS RAIL, TYP. EQUAL OF POST - I-S-2.5" TYP. NOTES: CENTER DIAGONAL, TYP. i it i 1. SEE THIS SHEET, SHEET ### FOR STRUCTURAL DETAILS, TRUSS DIAGONAL, TYP. INCLUDING MEMBER SIZES, CONNECTIONS AND FOOTINGS. ENTIRE TRELLIS TOP TRUSS SYSTEM TO BE SALVAGED AND BOTTOM CHORD OF TRUSS INSTALLED ON ERECTED METAL POSTS. INSTALL TRELLIS COLUMN SHEATH AND CAP ON SITE AFTER TRELLIS TOP TRUSS IS IN PLACE.DECORATIVE TREWS COLUMN, TYP. DESIGN FOR TRELLIS COLUMNS TO BE SIMILAR TO EXISTING IDENTITY POLE ON SITE. FINAL GRAPHIC A DESIGN WILL BE PROVIDED IN ELECTRONIC FORMAT BY THEENGINEER.SET I3. TOP OF TRELLIS COLUMNFOOTINGS LEVEL & AT SAME GRADE. STRUCTURE TO BE TRUE AND PLUMB — COLUMN CENTER IS REFERENCE STATION POINT PER URBAN FRONT ELEVATION OF POST & DESIGN PLANS, TYP. TRELLIS COLUMN GATEWAY TRELLIS DETAIL NTS LOWER BAND OF CAP, 3" WIDE, FINISH 'C' ALUM. SHEATH, IN TWO PARTS, FINISH 'A'. APPLIED DECORATIVE ALUM. CUTOUTS, FINISH 'B' WELDED TO SHEATH, PATTERN DETAIL TO BE PROVIDED BY ENGINEER. LOWER BAND, FINISH 'C' POST. FINISH 'D' FINISHED GRADE P ANTING AREA CONCRETE FOOTING, TYP. i OF TRELLIS COLUMN POST 1'-6" x II o� 0 II o � III F z� N W SECTION B—B' SEE STRUCTURAL DETAILS, SHEET ### FOR COLLAR, ATTACHMENT & OTHER TRELLIS MEMBERS TRELLIS COLUMN CAP, SEE DETAIL THIS SHEET ALUM. SHEATH (2) MACHINE SCREWS PER SEAM EACH SIDE THROUGH TO SUPPORT FRAME (12 SCREWS TOTAL) INTERNAL SUPPORT FRAME, SEE STRUCTURAL DETAILS, SHEET ### HSS 6X15A POST (2) PIECE LOWER BAND, WELDED TO INSIDE OF EACH FRONT AND BACK SHEATH; FIT LOWER BAND SNUG TO POST. " CHAMFER AROUND TOP OF FOOTING. TROWEL FINISH TOP. FINISHED GRADE CONCRETE FOUNDATION, SEE DETAIL SHEET ### D... Sig. E..bp. ID: ED11AM-D!313 0C-ADE2-AA43773913UC SE ON Fit GF HSS2Yx2 TYP TOP CHORD CENTER DIAGONAL � i IV1111 i'/'/CENTER iii'.' DIAGONAL --TRUSS DIAGONAL BOTTOM CHORD OF TRUSS / END PL 0 < COLLAR/BEARING PL1" WELDED TO B/_ m S STUB COLUMN o m I II I COLUMN SHEATH �I HSS6x60Y POST TRELLIS TOP SUPPORT DETAIL SCALE: 1 1/2" = 1'-O" 278 2'-6"DIA TRELLIS POST AND SHAFT FOUNDATION DETAIL SCALE: 3/4" = 1'-O" 278 TRUSS DIAGONALS \ \ Y I I I I I "DIA F1554 j BOLTS SNUG I TIGHT I I I I I r I SECTION SCALE: 1 1/2' = 1'-O" 3-"WIDEx1'-5JYi" SHIMS SNUG WELD TO CENTER STUB COLUMN DIAGONAL Ej SECTION SCALE: 1 1/2" - 1'-O" BOTTOM CHORD OF TRUSS HSS4x4 STUB SLOTS INSIDE OF HSS6x6 HSS6x6 POST COLUMN SHEATH A -A PL)(6x3xCONT FRONT & BACK COL SHEETH PL)(6BxCONT SIDES COL SHEATH PL)W&5Y ABOVE & BELOW OUTRIGGER Ya PL TO y OUTRIGGER PL3�x2 OUTRIGGER 4'-0' MAX VERT SPACING (MIN 3 PER COL) HSS6x6 �� iJz° �\— Ya TRELLIS COLUMN SUPPORT SECTION ( C � SCALE: 1 1/2" = 1'-O" A -A TYP GENERAL STRUCTURAL NOTES DESIGN CRITERIA APPLICABLE BUILDING NOTES AND CODES INTERNATIONAL BUILDING CODE, IBC 2018 EDITION, EXCEPT WHERE OTHER CODES ARE MORE RESTRICTIVE. FOUNDATION PER GEOTECHNICAL REPORT PREPARED BY KLEINFELDER,INC. DATED JANUARY 23, 2006. CONCRETE ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 BUILDING CODE, LATEST EDITION. DESIGN STRENGTH CAST -IN -PLACE CONCRETE UNLESS OTHERWISE NOTED fc = 4000 psi AT 28 DAYS (4000 CLASS P) REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60. SPECIAL INSPECTION THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTION 1704. CONCRETE CONCRETE WHICH IS PART OF THE STRUCTURE. REINFORCING STEEL PLACEMENT OF REINFORCING STEEL PILING SEE SPECIFICATIONS FOR INSPECTING AND TESTING PROCEDURES MISCELLANEQUS RECORD DRAWINGS HAVE BEEN USED FOR BACKGROUNDS AND DIMENSIONS OF EXISTING STRUCTURES. THESE RECORD DRAWINGS INDICATED THE LATEST INFORMATION AVAILABLE. COORDINATE AND VERIFY ALL DIMENSIONS, AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. SUBMIT ALL REQUIRED SHOP DRAWINGS AND RECEIVE THEIR SATISFACTORY REVIEW FROM THE ENGINEER, PRIOR TO FABRICATION. STRUCTURAL SYSTEM HAS BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE AND ADJACENT STRUCTURES, DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. ABBREVIATIONS LEGEND DESIGNATION ® AT SECTION (LETTER) BOT BOTTOM SCALE: X CL CENTER LINE CLR CLEAR DRAWING NUMBER OF SHEET WHERE THE SECTION IS SHOWN DIA DIAMETER (DASH IF ON SAME SHEET) DESIGNATION EA EACH DETAIL x (LETTER) FT FEET OR FOOT SCALE: x IN INCH DRAWING NUMBER OF SHEET KSI KIPS PER SQUARE INCH WHERE THE DETAIL IS SHOWN (DASH IF ON SAME SHEET) L LENGTH OR ANGLE LB POUND DRAWING NUMBER OF SHEET MAX MAXIMUM WHERE THE SECTION IS SHOWN MIN MINIMUM (DASH IF ON SAME SHEET) MISC MISCELLANEOUS X/XX SECTION N/A NOT APPLICABLE DESIGNATION (LETTER) SECTION CUT /Ir OC ON CENTER, CENTERS PL PLATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH TYP TYPICAL SOIL/EARTH UNO UNLESS NOTED OTHERWISE W/ WITH D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC 00 N 1 RAINIER AVE S 12 13 `I PLAN Imm 0 10 20 40 60 SCALE IN FEET y4" IV o �q o7`1— O w N 14 y4" h ti Y cl) 'Y4" Z r 4 iy" •� Q y44" r-- CONSTRUCTION NOTES 0 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. 0 COORDINATE SLEEMNG, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 PIPE SIZE CHART GPM SIZE 0 — 8 8 — 13 1" 13 — 22 1%4* 22 — 30 11 2" 30 — 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE - TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 10' SPRAY NOZZLE 9 S 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 36 SITE PREPARATION & TESC PLAN 47 ROADWAY PLAN 58 ROADWAY PROFILE 68 DRAINAGE PLAN 80 DRAINAGE PROFILE 90 SEWER PLAN 107 SEWER PROFILE 116 WATER PLAN 121 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 144 JOINT UTILITY TRENCH SCHEMATIC 152 ILLUMINATION & INTERCONNECT PLAN 200 CHANNELIZATION & SIGNING PLAN 228 LANDSCAPE PLAN 238 URBAN DESIGN 250 IRRIGATION PLAN 263 RIGHT OF WAY PLAN 276 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC — —'-T — — PLAN z L 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 1 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. 0 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 60 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 11 INSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 PIPE SIZE CHART GPM SIZE 0 — 8 Y4" 8 — 13 1" 13 — 22 1%4* 22 — 30 1 Y 2" 30 — 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE — TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 10' SPRAY NOZZLE AM 1% 8H BID 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 37 SITE PREPARATION & TESC PLAN 48 ROADWAY PLAN 59 ROADWAY PROFILE 69 DRAINAGE PLAN 81 DRAINAGE PROFILE 91,100 SEWER PLAN 108 SEWER PROFILE 116 WATER PLAN 122 WATER PROFILE 131 JOINT UTILITY TRENCH PLAN 145 JOINT UTILITY TRENCH SCHEMATIC 153 ILLUMINATION & INTERCONNECT PLAN 201 CHANNELIZATION & SIGNING PLAN 229 LANDSCAPE PLAN 239 URBAN DESIGN 251 IRRIGATION PLAN 264 RIGHT OF WAY PLAN 277 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC PLAN 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 1 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. 0 INSTALL METER AND POINT OF CONNECTION (POC-A) EQUIPMENT, SEE DETAIL SHEET 272. 0 INSTALL IRRIGATION CONTROLLER A, PER CITY OF RENTON STANDARD DETAILS. SEE CORRESPONDING ILLUMINATION SHEET FOR POWER SUPPLY LOCATION. EXTEND 2" CONDUIT TO PLANTER AS SHOWN FOR CONTROL WIRES. INSTALL FACE OF CONTROLLER CABINET AND PEDESTAL 2' FROM BACK OF SIDEWALK EDGE. EXTEND CONCRETE BASE TO BACK EDGE OF SIDEWALK PER DETAIL SHEET 273 O5 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINA1ION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 6o ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 11 INSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 PIPE SIZE CHART GPM SIZE 0 - 8 3/4" 8 - 13 1" 13 - 22 1%4* 22 - 30 1 Y 27 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE - TWO PER SYMBOL EST c5 s�sr END OR SIDE STRIP SPRAY NOZZLE 0 L 10' SPRAY NOZZLE AM 1% 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 38 SITE PREPARATION & TESC PLAN 49 ROADWAY PLAN 60 ROADWAY PROFILE 70 DRAINAGE PLAN 82 DRAINAGE PROFILE 92 SEWER PLAN 109 SEWER PROFILE 116 WATER PLAN 123 WATER PROFILE 132 JOINT UTILITY TRENCH PLAN 146 JOINT UTILITY TRENCH SCHEMATIC 154 ILLUMINATION & INTERCONNECT PLAN 202 CHANNELIZAITON & SIGNING PLAN 230 LANDSCAPE PLAN 240 URBAN DESIGN 252 IRRIGATION PLAN 265 RIGHT OF WAY PLAN 278 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN 4Z 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 0 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. 0 COORDINATE SLEEMNG, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 06 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 11 INSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 13 INSTALL TREE GRATE BUBBLER, TWO PER SYMBOL. SEE DETAIL SHEET 273 PIPE SIZE CHART GPM SIZE 0 - 8 Y4" 8 — 13 1" 13 — 22 1 %4" 22 — 30 1 Y 2" 30 — 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE — TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 L 10' SPRAY NOZZLE AM S 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 39 SITE PREPARATION & TESC PLAN 50 ROADWAY PLAN 61 ROADWAY PROFILE 71 DRAINAGE PLAN 83 DRAINAGE PROFILE 93 SEWER PLAN 110 SEWER PROFILE 117 WATER PLAN 124 WATER PROFILE 133 JOINT UTILITY TRENCH PLAN 147 JOINT UTILITY TRENCH SCHEMATIC 155 ILLUMINATION & INTERCONNECT PLAN 203 CHANNELIZATION & SIGNING PLAN 231 LANDSCAPE PLAN 241 URBAN DESIGN 253 IRRIGATION PLAN 266 RIGHT OF WAY PLAN 279 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC 3;" PLAN L 0 10 20 40 60 SCALE IN FEET 00 Lo N H W W 2 N O O M Q H N W Z J U H Q CONSTRUCTION NOTES OMAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. OCOORDINATE SLEEMNG, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 06 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 11 INSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 1 INSTALL TREE GRATE BUBBLER, TWO PER SYMBOL. SEE DETAIL SHEET 273 PIPE SIZE CHART GPM SIZE 0 - 8 Y4" 8 - 13 1" 13 - 22 1%4* 22 - 30 1 Y 27 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE - TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 10' SPRAY NOZZLE AM 1% 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 40 SITE PREPARATION & TESC PLAN 51 ROADWAY PLAN 62 ROADWAY PROFILE 72 DRAINAGE PLAN 84 DRAINAGE PROFILE 94 SEWER PLAN 111 SEWER PROFILE 117, 118 WATER PLAN 125 WATER PROFILE 134 JOINT UTILITY TRENCH PLAN 148 JOINT UTILITY TRENCH SCHEMATIC 156 ILLUMINATION & INTERCONNECT PLAN 204 CHANNELIZATION & SIGNING PLAN 232 LANDSCAPE PLAN 242 URBAN DESIGN 254 IRRIGATION PLAN 267 RIGHT OF WAY PLAN 280 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC r` to N H W W 2 (n O O M Q H !n W Z J S a PLAN z L 0 10 20 40 60 SCALE IN FEET y CONSTRUCTION NOTES 0 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. 0 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION MATH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 06 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 0 INSTALL IRRIGATION CONTROLLER B, PER CITY OF RENTON STANDARD DETAILS. SEE CORRESPONDING ILLUMINATION SHEET FOR POWER SUPPLY LOCATION. EXTEND 2" CONDUIT TO PLANTER AS SHOWN FOR CONTROL %RES.INSTALL FACE OF CONTROLLER CABINET AND PEDESTAL 2' FROM BACK OF SIDEWALK EDGE. EXTEND CONCRETE BASE TO BACK EDGE OF SIDEWALK PER DETAIL SHEET 273 11 INSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 PIPE SIZE CHART GPM SIZE 0 - 8 Y4" 8 - 13 1" 13 - 22 1 ye 22 - 30 1 Y 2" 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERPASE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE - TWO PER SYMBOL Esr cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 L 10' SPRAY NOZZLE AM S 8' SPRAY NOZZLE ® , 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 41 SITE PREPARATION & TESC PLAN 52 ROADWAY PLAN 63 ROADWAY PROFILE 73 DRAINAGE PLAN 85 DRAINAGE PROFILE 95 SEWER PLAN 112 SEWER PROFILE 118 WATER PLAN 126 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 149 JOINT UTILITY TRENCH SCHEMATIC 157 ILLUMINATION & INTERCONNECT PLAN 205 CHANNELIZATION & SIGNING PLAN 233 LANDSCAPE PLAN 243 URBAN DESIGN 255 IRRIGATION PLAN 268 RIGHT OF WAY PLAN 281 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC Co In N H W W N O Lo M N W Z J 2 U H PLAN 4Z 0 10 20 40 60 SCALE IN FEET 0 :V i.l L n t n _L J J CONSTRUCTION NOTES OMAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. OCOORDINATE SLEEMNG, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 06 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. OINSTALL METER AND POINT OF CONNECTION (POC-B) EQUIPMENT, SEE DETAIL SHEET 272. OINSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. 11 LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 PIPE SIZE CHART GPM SIZE 0 - 8 Y4" 8 - 13 1" 13 - 22 1%4* 22 - 30 1 Y 2" 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE - TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 10' SPRAY NOZZLE AM 1% 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 42 SITE PREPARATION & TESC PLAN 53 ROADWAY PLAN 64 ROADWAY PROFILE 74 DRAINAGE PLAN 86 DRAINAGE PROFILE 96 SEWER PLAN 113 SEWER PROFILE 119 WATER PLAN 127 WATER PROFILE 135 JOINT UTILITY TRENCH PLAN 150 JOINT UTILITY TRENCH SCHEMATIC 158 ILLUMINATION & INTERCONNECT PLAN 206 CHANNELIZATION & SIGNING PLAN 234 LANDSCAPE PLAN 244 URBAN DESIGN - IRRIGATION PLAN 269 RIGHT OF WAY PLAN 282 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC PLAN z 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 0 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. LOCATE SLEEVED MAINLINE AND LATERAL IN SAME TRENCH WHERE POSSIBLE. 0 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 06 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 11 INSTALL VALVE BOXES IN PLANTER, TIGHT TO EDGE OF SIDEWALK. LOCATION SHOWN IS DIAGRAMMATIC. 1 MANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 PIPE SIZE CHART GPM SIZE 0-8 Y4" 8 — 13 1" 13 — 22 1 %4" 22-30 11" 30 — 50 1 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE — TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 10' SPRAY NOZZLE AM S 8' SPRAY NOZZLE ® , 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS PLAN 43 SITE PREPARATION & TESC PLAN 54 ROADWAY PLAN 65 ROADWAY PROFILE 75 DRAINAGE PLAN 87 DRAINAGE PROFILE 97 SEWER PLAN 114 SEWER PROFILE 119 WATER PLAN 128 WATER PROFILE 136 JOINT UTILITY TRENCH PLAN 151 JOINT UTILITY TRENCH SCHEMATIC 159 ILLUMINATION & INTERCONNECT PLAN 207 CHANNELIZATION & SIGNING PLAN 235 LANDSCAPE PLAN 245 URBAN DESIGN — IRRIGATION PLAN 270 RIGHT OF WAY PLAN 283 D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC Co to N H W W 2 N O O (D Q H N W Z J S U H Q PLAN 0 10 20 40 80 SCALE IN FEET CONSTRUCTION NOTES 0 COORDINATE SLEEMNG, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING AND HYDRANT LOCATIONS. SEE SHEETS 200-209 AND 121-130 QMANUFACTURER SHALL PROVIDE SLEEVING THROUGH FILTERRA UNIT FOR IRRIGATION PIPING. COORDINATE PRIOR TO START OF CONSTRUCTION, SEE DETAIL SHEET 273 AND STORM DRAINAGE SHEETS 80-89 PIPE SIZE CHART GPM SIZE 0 - 8 Y4" 8 - 13 1" 13 - 22 1%4* 22 - 30 1 Y 2" 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND * SYMBOL DESCRIPTION �p 1402 BUBBLER NOZZLE - TWO PER SYMBOL EST cs s�sr END OR SIDE STRIP SPRAY NOZZLE 0 10' SPRAY NOZZLE 9 S 8' SPRAY NOZZLE 5' SPRAY NOZZLE AUTOMATIC CONTROL VALVE •SEE SHEET 272 FOR COMPLETE SCHEDULE SEE SHEETS 272 AND 273 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES D"c"Sig. E"""bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION 1402 PRESSURE ❑O RAINBIRD COMPENSATING FULL CIRCLE BUBBLER, INSTALL PER DETAIL SHEET 273, TWO PER TREE BUBBLER e LCS/RCS SST RAINBIRD STRIP SERIES OR 1806-SAM-PRS SHRUB HEAD - 6" PLASTIC POP-UP. 415' AT 30 PSI. END AND SIDE STRIP NOZZLE, INSTALL ON FLEXIBLE RISER. SEE DETAIL, APPROVED EQUAL THIS SHEET. ® ® 5H 5Q RAINBIRD 5 SERIES MPR OR 1806-SAM-PRS SHRUB HEAD - 6" PLASTIC POP-UP. 5' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER. SEE DETAIL, THIS SHEET. APPROVED EQUAL Aft8H 8Q RAINBIRD 8 SERIES MPR OR 1806-SAM-PRS SHRUB HEAD - 6" PLASTIC POP-UP. 8' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER. SEE DETAIL, THIS SHEET. APPROVED EQUAL 0HH 0Q 101 RAINBIRD 10 SERIES MPR OR 1806-SAM-PRS SHRUB HEAD - 6" PLASTIC POP-UP. 10' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER. SEE DETAIL, THIS SHEET. APPROVED EQUAL SENTINEL SATELLITE (2) 12 STATION OUTDOOR CONTROLLERS (A-B) WITH METAL PEDESTAL AND CABINET ENCLOSURE, POWDER COATED TO MATCH © TORO SB12PS14 LUMINAIRE POLES. SEE INSTALLATION DETAIL, SHEET 273. PROVIDE 3 SPARE WIRES (RED) FROM EACH CONTROLLER THROUGH CONTROL VALVE BOX TO FURTHEST VALVE BOX FROM CONTROLLER. RAINBIRD OR APPROVED EQUAL FEB AUTOMATIC CONTROL VALVE - SIZE AS NOTED ON PLAN. SEE DETAIL, THIS SHEET. PO POINT OF CONNECTION EQUIPMENT. SEE ASSEMBLY DETAIL, THIS SHEET. (2) REQUIRED, A-B 1" IRRIGATION METER, BY OTHERS. �V WEATHERMATIC 8200CR %" MASTER SHUT OFF VALVE AND TORO TFS FLOW SENSOR (2 TOTAL). FEBCO 850 1J2" DOUBLE CHECK VALVE ASSEMBLY, INSTALL IN LOCATION SHOWN (2 TOTAL). SEE DETAIL SHEET 273 ® 1" BRASS QUICK COUPLER VALVE NTH LOCKING VINYL COVER. INSTALL PER DETAIL, SHEET 273. INSTALL ONE AT DOUBLE CHECK RAINBIRD 44LRC VALVE ASSEMBLY, AND AS NOTED ON PLANS. — — — PVC SCH 40, IRRIGATION MAIN LINE - 24" MIN. COVER - SIZE AS NOTED ON PLAN. PVC SCH 40, LATERAL SUPPLY LINE- 18" MIN. COVER - SIZE AS NOTED ON PLAN. ALL DRIP CONNECTING LATERAL LINES TO BE 3/4" PIPE SIZE. — - — SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. W_. INDICATES VALVE# (A OR B CONTROLLER) INDICATES APPROX. GPM INDICATES VAI VF S17F AUTOMATIC CONTROL VALVE NTS VALVE BOX FLUSH IN LAWN AREAS, 1/2" ABOVE FINISH GRADE IN SHRUB AND GROUNDCOVER AREAS AUTOMATIC CONTROL VALVE IRRIGATION MAIN LINE SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION - TYP DOUBLE CHECK VALVE MASTER SHUT OFF VALVE WITH FLOW SENSOR, SEE DETAILS THIS SHEET INSTALL IN SEPARATE VALVE BOX IRRIGATION METER FINISH SURFACE OF PAVEMENT OR CURB SPRINKLER FLUSH WITH GRADE FINISH GRADE 3" MIN NOZZLE AND BODY PER �,Fl 6" MAX SPECIFICATIONS. USE II Ill BOTTOM INLET ONLY TWO (2) MARLEX STREET ELLS SCHEDULE 80 PVC NIPPLE, z 6" MINIMUM LENGTH N � f / //- MARLEX STREET ELL '___ SCHEDULE 40 PVC FITTINGS, TYP LATERAL, TYP NOTE: USE TEFLON TAPE AT ALL THREADED FITTINGS TYPICAL SWING JOINT NTS FINISH SURFACE OF PAVEMENT OR CURB SPRINKLER FLUSH WITH GRADE FINISH GRADE PVC TEE OR ELBOW PVC LATERAL LINE BARBED POLYETHYLENE ELBOW - 1/2" DIA, x 12" MIN POLYETHYLENE FLEX PIPE " BARBED POLYETHYLENE BRASS MASTER ^"' ^^"'ro^'1- "` TO PRESSURE MAIN ELBOW NOTE FINISH TYPICAL FLEXIBLE RISER CONNECTION TO PRESSURE MAIN SHALL NOT BE MADE UNTIL 1IRRIGATION MAIN LINE IS " QUICK COUPLER VALVE PRESSURE TESTED TYPICAL POINT OF CONNECTION ASSEMBLY (2 REQ.) PVC LATERAL LINE NTS 4" MIN PEA GRAVEL BRICK SUPPORTS; TYP SERVI-SEAL VALVE BOX MASTER EACH CORNER FLOW SENSOR CONTRO PVC 90' ELBOW PE-89 CABLE VALVE PVC PIPE - THREADED SCH 80 NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN MINIMUM DISTANCE MINIMUM DISTANCE PVC THREADED ELBOW OR TEE 5 x I.D. 10 x I.D. FLOW SENSOR METER RUN NTS NTS uurrtm IKALt WINE PVC 90' ELBOW NYLON TY-WRAP AT 10' OC PVC PIPE, THRE SCH 80, NIPPLE IRRIGATION MAINLINE, SIZE LENGTH AS REC AS INDICATED ON PLAN WIRE BUNDLE ALL WIRE BUNDLE BELOW PIPE q CONTROL WIRE BUNDLE INSTALLATION NTS PVC THREADED ELBOW OR TEE PVC PRFSSURF GENERAL NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED AS PER SPECIFICATIONS. 3. IRRIGATION SYSTEM IS DESIGNED TO OPERATE FROM 30 PSI. CONTRACTOR SHALL FIELD CHECK EXISTING WATER PRESSURE, ADJUSTING PRV AS NECESSARY TO PROVIDE OPTIMUM PERFORMANCE. 4. CONTRACTOR MUST COORDINATE SLEEVING, ROAD CROSSING AND PIPE LOCATIONS WITH INSTALLATION OF UNDERGROUND UTILITIES (INCLUDING ELECTRICAL, SEWER, WATER AND GAS), SIDEWALK, URBAN DESIGN FEATURES AND ILLUMINATION. 5. IRRIGATION MAIN LINE LOCATION IS DIAGRAMMATIC, LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. 6. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED AS PER SPECIFICATIONS. 7. LOCATION OF IRRIGATION MAINLINE, LATERALS, SLEEVING AND VALVES INDICATED ON DRAWING ARE DIAGRAMMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. DO NOT OVERSPRAY ONTO PAVED SURFACES. 8. MAINLINE SHALL BE BURIED AT A DEPTH OF 24" BELOW FINISH GRADE. LATERAL LINES SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH GRADE. 9. SLEEVE UNDER ALL PAVED SURFACES AND CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, SLEEVING SHALL BE 2 TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. 9. CONTROLLER WIRES SHALL BE TAPED TOGETHER IN A BUNDLE AT 10' INTERVALS. SNAKE WARE IN BOTTOM OF PIPE TRENCH WHERE POSSIBLE. WHERE PIPE TRENCH IS UNAVAILABLE WIRES SHALL BE PLACED IN SLEEVING. WIRES TO CONTROLLER SHALL BE PLACED IN 1" / 1.5" SLEEVE, USE 3M DBY SPLICE KITS. 10. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY CITY OF RENTON. SYSTEM IS SPECIFICALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WILL REQUIRE REDESIGN AND RECALCULATION OF IRRIGATION ZONES, BY THE CONTRACTOR 11. NO GALVANIZED FITTINGS. ONLY BRASS OR SCH 40 PVC SHALL BE USED. 12. IRRIGATION TRENCHING NEAR ANY TREES TO REMAIN SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISTURBANCE POSSIBLE. TRIM AND CUT CLEAN ANY EXPOSED OR DAMAGED ROOTS. VALVE BOX SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION, TYP. PVC PRESSURE MAIN TO FLOW SENSOR BRICK SUPPORTS, TYP. EACH CORNER 4" MIN. PEA GRAVEL .. ,- . .,F VALVE, MIN 4" LONG MASTER FLOW CONTROL VALVE NTS D... Sig. E—bpe ID: ED11AM-1)13133-400-ADE2-AA43]]3913UC QUICK COUPLING VALVE, SEE DETAIL THIS SHEET PVC _1_ COPPER BACK TO METER FINISH GRADE 3„ ALL FITTINGS PVC a1 L_ J r- PVC IRRIGATION MAIN °o °00000 o°o o °og oo¢° _ °D COMPOSITE HD POLYMER CONCRETE BOX WITH NON SKID LID. SIZE TO FIT EQUIPMENT PLANTER FINISH GRADE APPROVED DOUBLE CHECK VALVE, INSTALL PER CITY OF RENTON STANDARDS COPPER UNION AND PIPE PRESSURE MAIN CONNECT TO MASTER SHUT OFF VALVE (INSTALLED IN B" MIN DEPTH PEA SEPARATE BOX) AND GRAVEL, WITH FILTER FLOW CONTROL VALVE FABRIC NOTE: INSTALL ASSEMBLY IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 340.8. SEE POINT OF CONNECTION ASSEMBLY, SHEET 264. DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS POC VALVE BOX QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE P.V.C. NIPPLE 3' #4 REBAR STAKE 360' PVC TRIPLE SWING JOINT PVC PRESSURE MAIN PVC TEE OR ELBOW WITH THREADED OUTLET SIDE ELEVATION N ALL THE FITTINGS AND PIPE TO BE SAME DIA AS IPS FEMALE CONNECTION OF QUICK COUPLER/ SPRINKLER HEAD INSTALL IN DCVA BOX QUICK COUPLER OR SPRINKLER BODY 360' PVC TRIPLE SWING JOINT PVC THREADED TEE AT MAINLINE SECTION THROUGH MAIN LINE QUICK COUPLING VALVE/ TRIPLE SWING JOINT NTS NOTE: FOR GROUNDING CONTROLLER, SEE GROUNDING GRID DETAIL THIS SHEET PI SCORED CEMENT CONCRETE SIDEWALK, TYP.---,, 3" TYP H GROUND ROD LAYOUT CONTROLLER ENCLOSURE & PEDESTAL BASE 4 ANCHOR BOLTS MATH WASHERS AND (2) NUTS, TYP. CONCRETE FOUNDATION FINISHED GRADE FLOW SENSOR WIRE EXPANSION JOINT, TYP. — — SCH 40 PVC CONDUIT SWEEP, — COMPACTED SUBGRADE SIZE AS REQUIRED. SEE SCH 40 PVC CONDUIT ILLUMINATION/SIGNAL PLANS, SECTION SWEEP FOR VALVE WIRES FOR ELECTRICAL CONNECTION J TO CONTROL VALVES IRRIGATION CONTROLLER TYPICAL DETAIL NTS NOTE: FACE OF CONTROLLER SHALL BE INSTALLED 2' FROM BACK OF SIDEWALK, VERIFY LOCATION PRIOR TO INSTALLATION OF FOUNDATION PLASTIC CAP FLOOD BUBBLER WITH %2" FEMALE THREADED INLET SHRUB ADAPTOR PEA GRAVEL 4" ADS CPP PERFORATED BLACK PLASTIC PIPE, 1" LENGTH /2" NIPPLE BARBED POLYETHYLENE ELBOW & MARLEX STREET 90' �/2" DIA. POLYETHYLENE FLEX PIPE LENGTH AS NECESSARY BARBED POLYETHYLENE ELBOW PVC TEE OR ELBOW FLOOD BUBBLER ASSEMBLY AT TREE GRATES NTS IRRIGATION LATERAL/MAIN SUPPLY LINE 1� GROUND ROD ASSEMBLY (3 TOTAL) 1A FINAL GRADE 16 6" VALVE BOX iC 8' COPPER CLAD GROUND ROD 1D GROUND ROD CLAMPS 1E MIN 10-1 BARE COPPER O2 PROTECTED DEVICE O3 BARE COPPER GROUND HARE GROUND ROD ASSEMBLY NOTES: 1. MINIMUM 8' SPACING BETWEEN RODS 2. USE 10g (MINIMUM) BARE COPPER HARE. 3. WIRE FROM EQUIPMENT TO FIRST ROD SHOULD BE AS SHORT AND STRAIGHT AS POSSIBLE. 4. USE SEPARATE CLAMP FOR EACH WIRE. GROUNDING GRID DETAIL NTS ELEVATION IRRIGATION SUPPLY LINES) T II I I I I I I I I FACE OF UNIT THROAT OPENING CURB (TYP) PLAN FILTERRA UNIT IRRIGATION LAYOUT NTS TOP OF UNIT MULCH LAYER 20X. MIN 6" KNOCKOUT, FOR IRRIGATION LINE FRONT OF SIDEWALK TYP. 6" KNOCKOUT PRECAST INTO BOTH SIDES OF BOX, TOWARDS SIDEWALK SIDE, FOR IRRIGATION LINE. LINES SHALL BE SLEEVED THROUGH UNIT TREE GRATE D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC mSW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. 1- Iuj W L SE 1/4, SEC. 18, T. 23 N., R. 5 E., WA I NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. T PLAN 0 40 80 160 240 SCALE IN FEET NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL STATIONS 884, 1140, 1333, 1896, 1898 REFERENCES RECORDED SURVEYS 198103129003 198202189010 198206039013 198312079006 198667179003 198901239015 199009179010 199307149003 N 20001012900006 20000314900001 w 20OW530900003 N 20020605900012 20030422900008 20060712900004 1n 20080422900005 Z 2008111 7900007 g 20100907900001 w KING COUNTY ROAD VAULT w 2ND AVE EXT 1938 DC MITCHELL ROAD CONNECTION TO RAINIER AVE 1913 v DC MTCHELL ROAD 976 1913 a DC MITCHELL ROAD 1154 1916 WSDOT SR-167 BLACK RIVER TO EARLINGTON 1925 SR-167 BRYN MAWR TO BLACK RIVER 1925 SR-167 EARLNGTON NORTH 1920 SR-167 EARLINGTON NORTH 1921 SR-167 RENTON TO EARLINGTON 1922 SR-167 SEATTLE TO RENTON 1938 S18 COUNTY ROAD CITY STREET BLACK RIVER JUNCTION TO RENTON 1936 SR-900 RENTON TO SEATTLE 1927 LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE - - - - - PROPOSED RIGHT OF WAY - - PROPOSED PERMANENT EASEMENT - - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH 9 FOUND MONUMENTIN CASE S.F. SQUARE FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 21112 8 i7 s I I — — \ I / � � � NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. I / \ I s I - 2 SH� T 2 00 // - I / / 280 SHEET 281 SHEET / / N \ fA Cl(10 ,9271Yr92M s�� 04 0000— — + ®\ \ \ \ w a 35 36 37 38 39 40 41 42 - 43 - — 32 34 —44 7 28 29 3 31 33 - 45— � � soo RAINIER AVER __ RAINIER AVE S I N Z z y w m Z Lo 1 972705-9007 3908W-o11U �% 11L m 1CL705-9245 _ W I Z J N N / U O / to 13 00 I I M Lo I W `1 0 �° NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. I I 000720- 193 11J IIL co a PI 6 4+57.73 — — PLAN \ `p *Z I0 40 80 160 240 I I SCALE IN FEET co I o 11 1 47 LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY - EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT - — — — — - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH s FOUND MONUMENTIN CASE S.F. SQUARE FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC I 42 OREILLY AUTO I ENTERPRISES 000720-0190, I 43 I KRUSE ALEXANDRA P 000720-0126 SE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. � � r 3 N W 00 RAINIER AVE S FOUND MON IN CASE c� STA 13+39.65, 1.20' LT -00 N 19'56'45" W 12+00 13+00 CONST � & ROW i 14+00 SW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. 17 / WALTRUST PROPERTIES INC 82305-9079 \ \ /n /i TCE M � \ 13+38.3U N MILK AVt 5 = 200+00.00 S 3RD ST OVERHEAD METAL CANOPY o O044 � 01O, VKB DANESH J _ PROPERTIES 1 ,°° / c ;` 0007z0-01o1 I �° clos�f _ �c=3 ��° c�°z �/ L104J `LC70 o /Oti r TCE L105 N 01 ct.'c�ACOO '01'c'50 SHFFT28 /ll /l VADER INVESTMENTS LLC i � 182305-9063 PLAN 0 10 20 40 60 SCALE IN FEET 0U Z LINE TABLE LINE LENGTH BEARING L100 43.89' N 49'14'45" W L101 7.00' S 76'56'19" W L102 41.20' N 49'14'45" W 7.00' S 76'56'19" W rL103 L104 6.00' N 80'56'51" E L105 6.00' S 81'48'45" W LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE - — EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT - — — — — - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH s FOUND MONUMENTIN CASE S.F. SQUARE FEET CURVE TABLE CURVE DELTA RADIUS LENGTH C100 53'26'24" 129.15' 120.46' C101 10'25'59" 771.17' 140.42' C102 11'09'42" 676.50' 131.79' C103 3'34'59" 672.50' 42.05' C104 1'27'31" 669.50' 17.04' C105 1'41'45" 665.50' 19.70' C106 0'51'53" 666.50' 10.06' OWNERSHIPS AND AREAS (S.F.) N0. NAME TAX ID TOTAL AREA: RIGHT OF REMAINDER PERM TEMP WAY ESMT ESMT 1 VADER INVESTMENTS LLC 182305-9063 39,174 6,788 32.386 1,410 1,948 • PER KING COUNTY ASSESSOR D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC SE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. 17 WALTRUST TCE PROPERTIES INC - 182305-90791 L153 L151 I Nr L150 �I - - - J L155 N 16+00 0 0 + 00 R=811.17' 6=2354'20" L=338.44' N Z J U rn W F- C151 C155 L159 o � �.�6/ C156 L156 C152 C157 C154 C150 L157 C153 - TCE TCE" L158 TCE VADERINVESTMENTS LLC O I 8z3o5-9063 ACI REAL ESTATE SPE 138 LLC 182305-9071 cM In M cD H d SW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. Tcl-,,, RENTON PROPERTY 8 I VENTURES RENTON PROPERTY I I s23os-9v3 VENTURES i I �TCE 182305-9213 _� I I L - o I0 Ll ----- I 1ii - -- 86 L184 L5 - L188 18- L187 ---- L183 �� co00 N w uj S 17+00 N 3'57'35" E 18+00 CONST CE & ROW CL I 00 N RAINIER AVE S z U L161 - t L163 164 L165 -----L182 ---- - L169 L170 -L168 L771 L172 L176 - 7177 L17II L175 �1 781 - - TCE- - -L�J- - - - - L179 TCE I RENTON TT LLC - THE CARNEY 18z3o5-9070 INVESTMENT GROUP LP - 182305-9087 PLAN PERM TEMP 0 10 20 40 60 SCALE IN FEET OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER ESMT ESMT 2 ACI REAL ESTATE SPE 138 LLC 182305-9071 20,198 389 19,809 140 340 3 THE CARNEY INVESTMENT GROUP LP 182305-9087 27,943 1,936 26,007 559 1,623 4 RENTON TT LLC 182305-9070 45,807 2,462 43,345 849 1,095 17 WALTRUST PROPERTIES INC 182305-9079 64,112 - 64,112 148 1,773 18 RENTON PROPERTY VENTURES 182305-9213 15,289 1,080 14,209 360 1,507 19 RENTON PROPERTY VENTURES 182305-9273 20,236 1,080 19,156 421 1,844 * PER KING COUNTY ASSESSOR LINE TABLE LINE LENGTH BEARING L150 1.99' S 86°18'43" E L151 10.00' S 3°41'17" W L152 14.00' S 86°18'43" E L153 8.00' S 3°41'17" W L154 16.00' N 86°18'43" W L155 18.00' N 3'41'17" E L156 4.OV N 88°17'19" W L157 10.02' S 88*17'19" E L158 6.01' N 88'17'19" W L159 4.00' N 88'17'19" W L160 19.33' S 88*17'19" E L161 78.05' S 3°57'35" W L162 16.92' N 17°15'35" W LINE TABLE LINE LENGTH BEARING L163 32.51' N 3°57'35" E L164 32.36' N 12°50'53" E L165 14.32 N 3°57'35" E L166 19.01' N 88'17'19" W L167 17.56' N 16'3325" W L168 0.77' N 87'37'11" W L169 27.82' N 2'15'48" E L170 1.63' S 8716'45" E L171 32.00' N 12°50'53" E L172 6.00' S 86°02'25" E L173 15.02' N 3°5735" E L174 10.01' N 88'17'19" W L175 20.02' N 3°5735" E CURVE TABLE CURVE DELTA I RADIUS LENGTH C150 6'21'06" 672.50' 74.55' C151 1*29'13" 771.17' 20.01' C152 1°445" 676.50' 20.02' C153 0°5139" 666.50' 10.02' C154 0'51'10" 672.50' 10.01' C155 3°26'52" 771.17' 46.41' C156 2*15'33" 757.17' 29.85' C157 2°34'07" 1 753.17' 33.76' LEGEND LINE TABLE LINE LENGTH BEARING L176 6.00' N 88'17'19" W L177 37.53' N 3°5735" E L178 8.51' S 8817'19" E L179 12.01' N 3°57'35" E L180 8.51' N 88'17'19" W L181 48.04' N 3°57'35" E L182 129.60' S 3°5735" W L183 90.00' N 3°57'35" E L184 4.00' S 88°17'19" E L185 44.46' S 3°5735" W L186 2.00' S 8817'19" E L187 30.52' S 3°57'35" W L188 2.00' N 88'17'19" W CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE - - EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING - - SECTION/SECTION SUB -DIVISION LINE - - - - - PROPOSED RIGHT OF WAY - - - - - - PROPOSED PERMANENT EASEMENT - - - - - - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) EXISTING RIGHT OF WAY WIDTH S FOUND MONUMENTIN CASE SQUARE FEET D... Sig. E-bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. I _ TCE J&J WEST BROS LLC 22 z4 182305-9073 TWENTY X LLC NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. AUTOZONE PARTS INC 182305-9090 TCE 182305-9082 -- - J&J WEST BROS LLC r 23 82305-9013 I ISLE ENTERPRISES LLCI TCE - - O Ti I I 82305-9074 - - CITY OF SEATTLE 82305-9208 CE TCE�I - I o - L205 I TCE � � I - L219 L2" J _- L214 L202 212 L211r 27 - - - ___ C207 02L2C20L1 - C209 207 2 8 C200 J - C203 C208 n 0 M 0 o N � J rn 22+00 21+00 N 3'57'35" E 19t00 � 20+00 p-10'47'S3" L=1079.89' R=5730.00' CONST OE & ROW - - L20o - - - 300+00. RAINIER A00 S 2ND ST S = RAINIER AVE S 00+0 AFN 3107915 _ _ I L238 ppC217 C218 I L243 - - - L224_ 15 C216 \---- 1N Cj .0 2236 Gti 34 ' L239 L241 ` J �ti L233 L �� V23 L237 I L242 N TCEk-TCE- L228 � o v \ � � I -TCE L221TCE I J Z z \ I o L2301 I _ - 1 �fIII I I - Fl,GOHOIN CD TCE RA V II LLC I 182305-9112 J N + N N z © PARAGON DENTAL _ J L226 N RENTON 2020 LLC ARTS LLC TCE I L23J I 82305-9067 I 82305-9171 NO. NAME 5 CITY OF SEATTLE 6 RENTON 2020 LLC 7 PARAGON DENTAL ARTS LLC 8 SIGROHA INV II LLC * PER KING COUNTY ASSESSOR PLAN 0 10 20 40 60 SCALE IN FEET OWNERSHIPS AND AREAS (S.F.) TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 182305-9208 162,914 - 162,914 7,892 6,355 182305-9067 23,300 522 22,778 925 2,063 182305-9171 49,658 - 49,658 220 1,194 182305-9112 8,723 - 8,723 - 945 8 LINE TABLE LINE LENGTH BEARING L200 66.05' N 3'57'35" E L201 76.06' S 88°17'19" E L202 66.05' S 3°57'35" W L203 76.06' N 88'17'19" W L204 8.01' S 88'17'19" E L205 11.07' S 3°57'35" W L206 8.01' N 88'17'19" W L207 10.56' N 3'57'35" E L208 40.3V N 13°5V37" E L209 39.82' S 13°59'09" W L210 11.50' S 88'17'19" E L211 1.50' S 88*17'19" E L212 6.00' N 88'17'19" W L213 9.50' S 88'17'19" E L214 2.00' N 88'17'19" W LINE TABLE LINE LENGTH BEARING L215 3.00' S 88°17'19" E L216 12.50' N 88'17'19" W L217 10.00' S 88'17'19" E L218 10.01' N 88'17'19" W L219 10.00' S 0'52'31" W L220 9.09' S 88'17'19" E L221 12.01' N 3°57'35" E L222 13.09' N 88*17'19" W L223 23.02' S 88'17'19" E L224 66.05' S 3°57'35" W L225 75,46' N 88'17'19" W L226 19.22' N 1°42'41" E L227 13.3C S 88*17'19" E L228 6.91' N 3°5T35" E L229 39.00' S 88'17'19" E CURVE TABLE CURVE DELTA RADIUS LENGTH C200 0°3015" 5683.00 50.00' C201 0*1O'18" 5671.50' 17.01' C202 0°2000" 5673.00' 32.99' C203 0'30'17" 5683.00' 50.07' C204 0°10'18" 5671.50' 17.00' C205 0°20'02" 5673.50' 33.06' C206 0'13'55" 5673.50' 22.97' C207 0'16'22" 5670.50' 27.00' C208 0'30'14" 5683.00' 49.97' OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 20 J & J WEST BROS LLC 182305-9013 16,700 463 16,237 290 957 21 J & J WEST BROS LLC 182305-9073 16,250 250 16,000 526 1,763 22 TWENTY X LLC 182305-9090 15,750 250 15,500 510 2,670 23 SLE ENTERPRISES LLC 182305-9074 15,375 250 15,125 556 126 24 AUTOZONE PARTS INC 182305-9082 23,249 - 23,249 300 3,306 * PER KING COUNTY ASSESSOR LEGEND LINE TABLE LINE , BEARING L230 12,50' S 1°42'41" W L231 39.00' N 88*17'19" W L232 12.50' N 1°42'41" E L233 35.74' N 2'29'10" E L234 20.07' N 13°4V45" E L235 63.02' N 8'37'12" W L236 63.01' N 8*37'12" W L237 4.08' N 87°32'20" W L238 0.89' N 87°32'20" W L239 4.97' S 87'32'20" E L240 49.37' N 3'43'14" W L241 10,00' S 87°48'21" E L242 10.00' N 1°42'45" E L243 10.00' N 87°48'21" W CURVE TABLE CURVE DELTA RADIUS LENGTH C209 0'06'03" 5680.00' 10.00' C210 87°45'06" 41.50' 63.56' C213 6'02'43" 170.00' 17.94' C214 1'56'06" 170.00' 5.74' C215 21°34'16" 100.00' 37.65' C216 0'23'29" 5774.00' 39.44' C217 0'29'13" 5774.00' 49.08' C218 0'05'57" 5774.00' 10.00' CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE - - - - - PROPOSED RIGHT OF WAY PROPOSED PERMANENT EASEMENT - - - - - - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) EXISTING RIGHT OF WAY WIDTH S FOUND MONUMENTIN CASE _I SQUARE FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. KRW INVESTMENT HOLDINGS LLC 182305-9011 L25 25�� C251 L� r T NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. C253 -- C- 112.5' 125' YING YING LLC I182305-9162 Q I LIANG-MAYTON YUBING � 182305-9163 I \ X Ii o I I O� moo. I ,0) / PI ROW CL I / 798+84.27j A _cN N L256 j� 0 0 N — F--4PI WPI ROW1n ROWS - � - �N B-36399+67.2TN-23+00 24+0025+00 4=1047'53" L=1079.89' R=5730.00' 22+60.97' 24+86.22 400+00.00 L265 N J� J" T — — — _ L563 TCE — — — — ICOX ROBERT E & I o PRISCILLA R TMJD INC 182305-9125 182305-9077 i I WILSON 18230 3 w 0 P o ZN O Z CONST. & ROW 26+00 U i = ST RAINIER AVE S o I FkTCE 11 PETER H 2 I 5-9080 BARMAR LLC 722950-0030 OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 9 COX ROBERT E & PRISCILLA R 182305-9125 12,406 — 12,406 — 1,160 10 TMJD INC 182305-9077 19,159 - 19,159 167 1,193 11 WLSON PETER H 182305-9080 16,800 195 16,605 341 1,367 25 KRW INVESTMENT HOLDINGS LLC 182305-9011 26,143 1,010 25,133 1,091 3,851 * PER KING COUNTY ASSESSOR PLAN 0 10 20 40 60 SCALE IN FEET L=46.19' R=50.00' N AINIER AVE S = HAYES PL SW 7-- LINE TABLE LINE LENGTH BEARING L250 4.00' S 88'17'19" E L251 5.00' N 89'49'18" E L252 5.00' S 89'49'18" W L253 5.00' S 88°17'19" E L254 5.01' N 88*17'19" W L255 17.78' S 39'3C47" E L256 19.66' S 1'27'12" E L257 19.19' N 52°54'42" W LEGEND LINE TABLE LINE LENGTH BEARING L258 23.14' S 52°54'42" E L262 10.21' S 88'17'19" E L263 15.00' N 1'42'41" E L264 12.09' N 88°17'19" W L265 15.12' S 5°2549" E CURVE TABLE CURVE DELTA RADIUS LENGTH C250 1'54'58" 5683.00' 190.06' C251 0'38'16" 5679+00' 63.23' C252 0'03'38" 5674.00' 6.00' C253 0'36'14" 5679.00' 59.84' C254 0°06'04" 5674.00' 10.01' C255 0-17'35" 5679.00' 29.05' CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE — — — — — PROPOSED RIGHT OF WAY PROPOSED PERMANENT EASEMENT — — - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) EXISTING RIGHT OF WAY WIDTH S FOUND MONUMENTIN CASE _I SQUARE FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC / / CAR WASH / / ENTERPRISES INC / / 182305-9131 / / / 29 CAR WASH / ENTERPRISES INC � / 722950-0010 RAINIER AVE N CN N 28+00 d=10'053 L=1079.89' R=5730.00' w z J U F- ¢ o o 0 I I III 0 M I 0 ^"J I � I it I TCE!4302 30, BARMAR co �3 380600-0110 I Z �, N I co I y z z U FOUND MON IN CASE 503+97.11 NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. 31 CORNER INVESTMENT 30 CO MCDONALDS CORP 82305-9234 182305-9227 N N O t M d U `L3os BURKHEIMER FAMILY LLC L306 S , t\-TCE LL307 NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. PLAN NO. NAME 0 10 20 40 60 SCALE IN FEET 13 BARMAR 14 BURKHEIMER FAMILY LLC 31 CORNER INVESTMENT CO * PER KING COUNTY ASSESSOR CONST � & ROW BURKHEIMER FAMILY LLC 182305-9237 H W W 2 O 0 M N W z J x LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE — — EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB —DIVISION LINE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT — — — — — — PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) SC' EXISTING RIGHT OF WAY WIDTH FOUND MONUMENTIN CASE S.F. SQUARE FEET LINE TABLE LINE LENGTH BEARING L300 11.92' N 75°3828" E L301 24.35' S 87°29'26" E L302 1.50' N 2'30'34" E L303 36.41' N 87'29'26" W L304 10.00' S 87°29'26" E L305 10.00' S 2°30'34" W L306 10.00' N 8T2926" W L307 10.00' N 2'30'34" E OWNERSHIPS AND AREAS (S.F.) TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 380600-0110 17,882 75 17,807 — 1,135 182305-9245 18,819 — 18,819 100 68 182305-9227 31,850 — 31,850 — 375 CURVE TABLE DELTA FRADIUS I LENGTH C300 0°02'58" 5790.00' 5.00' D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC \ oy � GF 30 MCDONALDS CORP f� \ 182305-9234 2 � � h, S� TCE / o� INSs L o L351_ 0 O 0 H � W W x C. 0 + 00 N 6'50'18" W 32+00 CONST q & ROW N RAINIER AVE S Lu J x U H 15 BURKHEIMER FAMILY I LLC I 182305-9237 I I PLAN Z 0 10 20 40 60 SCALE IN FEET NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. 32 HARBOR OLYMPIC LAND 6530 LLC — ... .. 420440-0355 a 33+00 34+00 .52+8S.S/ KAINIEK AVE S = 600+00.00 AIRPORT WAY/RENTON AVE EXT 0 + TCE 0 c�j � 3 } Q TCE 3 � 0 / CITY OF1 RENTON OWNERSHIPS AND AREAS (S.F.) z a o723os-9ooT N0. NAME TAX ID TOTAL AREAS RIGHT OF REMAINDER PERM TEMP WAY ESMT ESMT MATCH LINE STA 601+50 16 CITY OF RENTON SEE SHEET 282 NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. SHEET 285 30 MCDONALDS CORP 182305-9234 14,400 745 13,655 - 487 I LACHLAN WHITE POPE 420440-0263 , I _ ro RAINIER AVE N I Go N 0 35+00 ,n M W Z J x U H LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION UNE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) SC' EXISTING RIGHT OF WAY WIDTH FOUND MONUMENTIN CASE SQUARE FEET LINE TABLE LINE LENGTH BEARING L350 40.00' S 55°42'51" W L351 42.00' N 6'50'18" W L352 42.61' S 63'15'46" E . PER KING COUNTY ASSESSOR D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC KRANZ RAINIER \ \ AVENUE PROPERTIES LLC NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. \ \ 420440-0262 I I \ - TICE O KRANZ RAINIER PRECISION MOTORS O 0 AVENUE PROPERTIES I LLC \ LLC 420440-0225 � 420440-0261 I TCE L403 C402— L406 — — —C401 L400 — — _ _ _ — — —C404 C403 — — — — — — — C400 cli H W > r7 N 2 N + (o a W W L M N 6'50'18" W 36+00 U 37+00 38+00 N + Q CONST & ROW A=1050'00" L=1083.4111=5730.00' � V) r— w z ___-- _ N J W _Z Q - RAINIER AVE SLu Ems[_ TCE / 16 �- -� NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. CITY OF RENTON 072305-9007 PLAN //7�11 0 10 20 40 60 SCALE IN FEET OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 16 CITY OF RENTON 072305-9007 7,291,073 1,692 7,289,381 797 10,048 34 KRANZ RAINIER AVENUE PROPERTIES LLC 420440-0262 16,670 — 16,670 — 2,321 35 KRANZ RAINIER AVENUE PROPERTIES LLC 420440-0261 20,725 25 20,700 134 528 36 PRECISION MOTORS LLC 420440-0225 4,250 802 3,448 692 856 * PER KING COUNTY ASSESSOR LINE TABLE LINE LENGTH I BEARING L400 28.46' N 1'48'37" E L403 4.0S N 88'47'25" W L404 10.08' S 88'47'25" E L406 6.00' S 84'1015" W L407 25.64' S 26'3346" E L408 10.86' S 26'33'46" E CURVE TABLE CURVE DELTA RADIUS LENGTH C400 0'11'19" 5775.00 1901.' C401 0'28'23" 5779.00' 47.72' C402 0'05'59" 5785.00' 10.08' C403 1*25'15" 5779.00' 143.31' C404 1'35'41" 5775.00' 160.73' LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB —DIVISION LINE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT — — — — — — PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH ti FOUND MONUMENT IN CASE SQUARE FEET D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC 38 BARRON BRENT & I CYNTHIA 420440-0215 NF�soNp \ \ R 390�2 N 00 uj 04 - w 0 M Q N z J N w S 4 H � 1 I I I 39 I POLOTANU FLORINEL & 122' ANTONELA 420440-0210 J :� TCE a M O � � 3 U 10 Z PI ROW CL 699+66.73 -� I I i II 40 I HOLM JOHN R & MARIKO AKIYAMA-HOLM i 420440-0120 PI ROW O STA 40+89.09, 32.27' LT 41+00 PI ROW C 40+86.79' RAINIER AVE S L450 L451 L452 C450 ---- — �� — — — C451 _ _ — — TCE - - - NW 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. - LEGEND CITY OF RENTON CONSTRUCTION CENTERLINE 072305-9007 EXISTING RIGHT OF WAY rruTrai luc EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB —DIVISION LINE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH FOUND MONUMENTIN CASE S.F. SQUARE FEET PLAN 0z�1\ L 0 10 20 40 60 SCALE IN FEET 41 BUCHAN BROS INVESTMENT PROP 420440-0100 13 y 12 18 7--FOUND MONUMNENTIN CASE I �m ROW N 0'48'56" E - - - z 42+00 43+00 I CONST. & ROW 44+00 LINE TABLE LINE LENGTH BEARING L450 74.93' S 6'44'41" E L451 87.62' S 1°44'27" W L452 4.78' S 86°5826" W L453 8.45' S 865826" W ----�—-------- I CURVE TABLE CURVE DELTA RADIUS LENGTH IC450 1°52'28" 5674.00' 185.62' C451 2'01'01" 5670.00' 199.59' I 18� � NE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. 7 FOUND 3" BRASS CAP ON CONCRETE POST OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 16 CITY OF RENTON SEE SHEET 282 39 POLOTANU FLORINEL & ANTONELA 420440-0210 16,328 — 16,328 — 456 * PER KING COUNTY ASSESSOR D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43]]3913UC 49 I ACI REAL ESTATE SPE 50 D I ACI REAL ESTATE SPE VADER INVESTMENTS 138 LLC 138 LLC LLC 000720-0199 — TCE _ _ — SE 1/4, SEC. 18, T. 23 N., R. 5 E. W.M. 000720-0004 182305-9063 , TCE-- L502 —----- LINE TABLE L500 — — — — — — — — �7 I �I L506 TCE LINE LENGTH BEARING 7501 — — — y, 1 L510 — — — — — — — — — — — — L511 L500 139.48' N 88°38'19" W L509 L512 o L508 L501 141.00' N 88°38'19" W L504 w 1 o6 L507 L502 4.00' N 0°10'08" F w _ a L503 18.50' N 0*10'08" E N FOUND MON IN CASE CD 202+32.61' L504 103.96' S 88*38'19" E + o 202+00 N 88'38'19" W 203+00 204+00 205+00 L505 11.00' S 1°21'41" W N ¢ CONST &ROW OE L506 4.00' S 1°21'41" W "' w S 3RD ST o L507 143.13' S 88°38'19" E Z J L508 115.03' N 83°09'04" W x V L509 28.63' N 88°38'19" W L510 34.05' N 88°38'19" W L511 110.01' N 83°09'04" W L512 4.50' N 6'50'56" E 46 44 JJJ INC VKB DANESH JJJ INC o00720-0165 PROPERTIES o00720-0124 0007zo—o1o1 LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE — — — — — PROPOSED RIGHT OF WAY — — — — — — PROPOSED PERMANENT EASEMENT - — — — — - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH io FOUND MONUMENTIN CASE S.F. SQUARE FEET PLAN 0 0 10 20 40 60 SCALE IN FEET OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA: RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 1 VADER INVESTMENTS LLC SEE SHEET 276 49 ACI REAL ESTATE SPE 138 LLC 000720-0199 19,542 1,196 18,346 436 1,741 50 ACI REAL ESTATE SPE 138 LLC 000720-0004 103,368 945 102,423 632 772 • PER KING COUNTY ASSESSOR D... Sig. E—bpe ID: ED11AM-D!313 0-ADE2-AA43773913UC i6 CITY OF RENTON NE 114, SEC. 18, T. 23 N., R. 5 E. W.M. 072305-9007 ------ 602 N 87'30'27" W CONST q & ROW i i i i i i i p 15 BURKHEIMER FAMILY LLC 182305-9237 LEGEND CONSTRUCTION CENTERLINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY UNE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE — — — — — PROPOSED RIGHT OF WAY PROPOSED PERMANENT EASEMENT - — — — — - PROPOSED TEMPORARY CONSTRUCTION EASEMENT (TCE) 50' EXISTING RIGHT OF WAY WIDTH s FOUND MONUMENTIN CASE S.F. SQUARE FEET 603 M o � u ri Lo o C) 0 co 604 EZ 605 N 87'29'52" W CONST i & ROW AIRPORT WAY I II BURKHEIMER FAMILY LLC 000720-0193 PLAN N 0 10 20 40 60 SCALE IN FEET OWNERSHIPS AND AREAS (S.F.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER PERM ESMT TEMP ESMT 16 CITY OF RENTON SEE SHEET 282 51 BURKHEIMER FAMILY LLC 000720-0193 66,990 - 66,990 - 560 * PER KING COUNTY ASSESSOR PROJECT PARCELS UNDER COMMON OWNERSHIP (AREA TOTALS IN S.F.) NO. NAME TAX ID TOTAL RIGHT OF REMAINDER PERM TEMP AREA* WAY ESMT ESMT 2 182305-9071 49 SAFEWAY INC 182305-0199 143,108 2,530 140,578 1,208 2,853 50 000720-0004 12 BARMAR LLC 722950-0030 44,672 75 44,597 - 1,135 13 380600-0110 14 182305-9245 15 BURKHEIMER FAMILY 182305-9237 115,109 - 115,109 100 628 51 000720-0193 20 21 J & J WEST BROTHERS LLC 182305-9013 182305-9073 32,950 713 32,237 816 2,719 28 29 CAR WASH ENTERPRISES INC 182305-9131 722950-0010 16,000 - - - - 34 35 KRANZ RAINIER AVE PROPERTIES LLC 420440-0262 420440-0261 37,395 25 37,375 134 2,849 45 JJJ INC 000720-0124 32,296 - - - - 46 000720-0165 47 WWX LIMITED LLC 000720-0137 15,007 - - - - 48 000720-0123 * PER KING COUNTY ASSESSOR