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HomeMy WebLinkAboutzR-3946SetMAYOR Denis Law CITY COUNCIL Randy Corman Armondo Pavone Ryan Mc ruin Ruth Perez Don Persson Ed Prince Carol Ann Witschi SCHEDULE OF DRAWINGS SHEET NO. TI TLE 4 5 6 - 7 8 - 9 10 - 12 13 14 15 - 16 17 - 18 19 20 21 22 23 24 25 26 27 28 29 - 32 33 33A 33B 34 35 36 - 40A 41 MAIN AVE S (S 3RD STREET TO MILL AVENUE S) COVER SHEET SHEET INDEX, ALIGNMENT PLAN & SURVEY CONTROL LEGEND AND ABBREVIATIONS TYPICAL ASPHALT ROADWAY SECTIONS TYPICAL CONCRETE ROADWAY SECTIONS ROADWAY DETAILS SITE PREPARATION & TESC PLAN ROADWAY PLAN ROADWAY & DRAINAGE PROFILE CONCRETE PANEL PLAN FLOW LINE & SIDEWALK LAYOUT PLAN WATER & SEWER PLAN & PROFILE WATER DETAILS DRIVEWAY PLAN & PROFILE DRIVEWAY DETAILS SIGNALIZATION PLAN - MAIN AVE S AND S 2ND ST SIGNALIZATION NOTES WIRING DIAGRAM SIGNAL POLE SPECIFICATIONS ILLUMINATION DETAILS SIGNALIZATION PLAN - MAIN AVE S & HOUSER WAY S URBAN DESIGN PLAN URBAN DESIGN DETAILS STRUCTURAL DETAILS IRRIGATION PLAN IRRIGATION DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS CHANNELIZATION AND SIGNING PLAN RIGHT OF WAY PLAN TIB # 8-1-102(036)-1 CAG-16-117 October, 2016 Volume 2 of 2 W Approved for Construction CITY OF RENTON DATE City of Renton 1055 South Grady Way Renton, Washington 98057 General Bid Information: Builders Exchange of Washington, Inc. (425) 258-1303 www.bxwa.com City Contact: Consultant Contact: PROJECT VICINITY MAP NOT TO SCALE Keith Woolley (425) 430-7318 kwoolley@rentonwa.gov Jason Fritzler (253) 344-5269 PROJECT LOCATION RECORD DRAWING Information shown on this record drawing describes as —designed components and/or as —constructed components. Information regarding as —constructed components was provided by others and was not verified. A F04rx 3131 Elliott Ave, Ste 400 2502 Jefferson Ave Seattle, WA 98121 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com SEPTEMBER, 2018 NinTF� N 0 N N X 0 z 0 00 0 0 U i 0 0 i z c� w 0 i 0 0 0 0 00 0 z 0 z w i U w 0 i MAIN AVE S / BRONSON WAY S ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS L1 5+00.00 177488.41 1301421.80 500.00' N 1 *29'12" E L2 10+00.00 177988.24 1301434.77 560.14' N 1 *29'12" E L3 15+60.14 178548.19 1301449.30 28.92' N 1 *29'12" E Cl 15+89.06 178577.10 1301450.06 67.99' 47°30'26" 82.00' L4 16+57.05 178636.85 1301478.22 571.04' N 48°59'39" E MILL AVE S ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS L5 60+00.00 178340.06 1301743.98 200.00' N 1 °32'59" E L6 T62+00.00 178539.98 [1301749.39 340.43' N 1-29'13" E S 2ND ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS L7 50+00.00 178556.55 1301149.24 300.18' S 88*24'14" E L8 53+00.18 178548.19 1301449.30 449.82' S 88°26'02" E MAIN AVE S ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS L9 30+00.00 178640.51 1301482.44 37.71' N 41 000'21" W C2 30+37.71 178668.97 1301457.69 14.83' 42°29'34" 20.00' L10 30+52.55 178682.62 1301452.79 312.84' N 1 °29'03" E CENTERLINE INTERSECTION EQUATIONS 15+60.14, MAIN AVE S = 53+00.18, S 2ND ST (SR 900) 62+00.00, MILL AVE S = 56+00.38, S 2ND ST (SR 900) 30+00.00, MAIN AVE S NORTH LEG = 16+23.05, MAIN AVE S 20+28.09, MAIN AVE S = 65+40.43, MILL AVE S PLAN N 0 50 100 200 300 SCALE IN FEET e 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS (LOCATED BY KPG OR OTHERS) 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, DECEMBER, 2014; MARCH & SEPTEMBER, 2015; JUNE 2016; SEPTEMBER 2017. 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 5. UTILITIES IN ALLEY SOUTH OF S 2ND ST AND WEST OF MAIN ST LOCATED BY OTAK. HORIZONTAL DATUM CITY OF RENTON (NAD 83/01), WASHINGTON STATE PLANE, NORTH ZONE. COMBINED SCALE FACTOR = 1.000005 CITY OF RENTON MONUMENTS 205, 1140, 1887, 1898. VERTICAL DATUM CITY OF RENTON (NAVD 88). CITY OF RENTON BENCHMARK 2123, ELEV = 45.11 FEET CONTROL POINT LIST PT # DESCRIPTION NORTHING EASTING ELEVATION 100 PK W/FLASHER 178564.23 1301412.27 44.62' 101 PK W/FLASHER 178372.28 1301469.54 44.76' 102 PK W/FLASHER 177950.71 1301493.97 45.64' 103 PK W/FLASHER 178096.20 1301458.08 44.70' 104 PK W/FLASHER 178082.69 1301759.37 47.11' 105 PK W/FLASHER 178509.68 1301774.69 45.52' 106 PK W/FLASHER 178814.32 1301725.80 43.52' 107 PK W/FLASHER 178529.15 1301122.50 42.05' 108 PK W/FLASHER 178017.53 1301108.87 42.84' 110 PK W/FLASHER 177722.78 1301100.39 41.51' SHEET LEGEND OX SITE PREPARATION PLAN OX ROADWAY PLAN F-xl SIGNAL PLAN <; X ;> URBAN DESIGN PLAN L-J OX LANDSCAPE PLAN X� CHANNELIZATION & SIGNING PLAN RIGHT OF WAY PLAN EXISTING LEGEND ABBREVIATIONS N 0 N \ N n- m m Q w 0 00 0 i 0 0 z c� w 0 0 0 0 0 0 00 0 z 0 z w w 0 c- CL M ti MONUMENT IN CASE MCN SURFACE MONUMENT Rco REBAR & CAP o SPOT SHOT (DESCRIBED) CATCH BASIN O STORM DRAIN MANHOLE YARD DRAIN m DOWNSPOUT SRO STORM DRAIN CLEAN —OUT SEWER MANHOLE ss o SEWER CLEAN -OUT POWER POLE -� POWER POLE WITH UG CONNECT L POWER VAULT LID 0 POWER TRANSFORMER a POWER METER POWER OUTLET GUY ANCHOR TRAFFIC SIGNAL WITH LUMINAIRE PEDESTRIAN SIGNAL ® Z m JUNCTION BOX TYPE 1, 2, 3 TR TRAFFIC CONTROL CABINET TRAFFIC SERVICE CABINET O TRAFFIC ATTENUATOR LOOP STREET LIGHT (LUMINAIRE) LOT LIGHT YARD LIGHT O TELEPHONE MANHOLE T ° TELEPHONE RISER 0 TELEPHONE VAULT LID 4 TELEPHONE POLE Tv TV VAULT LID Fo FIBER OPTIC MANHOLE GAS VALVE GAS METER m WATER VALVE ® WATER METER O WATER MANHOLE FIRE HYDRANT FIRE DEPARTMENT CONNECT 0 UTILITY VAULT LID (GENERIC/UNKNOWN) _ UTILITY ACCESS (GENERIC/UNKNOWN) ® BORE SITE (WITH FIELD DESCRIPTION) BOULDER SIGN N MAILBOX ` SHRUB GRASS DTI 2(3) 0 DECIDUOUS TREE, DIAM. IN INCHES (# OF TRUNKS) CT12(3) *CONIFEROUS TREE, DIAM. IN INCHES (# OF TRUNKS) P T FO Tv w G SD s X X X PAINTED POWER PAINTED TELEPHONE PAINTED FIBER OPTIC PAINTED TV PAINTED WATER PAINTED GAS STORM SEWER FENCE HEDGE (HEIGHT NOTED) BUILDING PAINTED STRIPE RAISED —BUTTON SOLID STRIPE RAISED —BUTTON SKIP STRIPE EDGE OF PAVEMENT FLOWLINE CONTOUR EXISTING RIGHT—OF—WAY LINE PROPERTY LINE CONCRETE GRAVEL NMI METAL GRATE AC ASPHALT CONCRETE MAX ACP ASPHALT CONCRETE PAVEMENT MIN ADA AMERICANS WITH DISABILITIES ACT MH AP ANGLE POINT MIC APPROX APPROXIMATE MJ B&B BALLED & BURLAPPED MON BLDG BUILDING N BSW BACK OF SIDEWALK NAVD CB CATCH BASIN NO CCP CEMENT CONCRETE PAVEMENT NTS CDF CONTROLLED DENSITY FILL OC CHLK CHAINLINK OD q CENTERLINE PC CL CLASS PCC CO CLEANOUT PI COR CITY OF RENTON POB COL COLUMN POE CONC CONCRETE PRC CONT CONTAINER PT CSBC CRUSHED SURFACING BASE COURSE PVC CSTC CRUSHED SURFACING TOP COURSE DI DUCTILE IRON PVT DIA DIAMETER PVI D DRIVEWAY R E EAST OR EASTING ROW EA EACH RT ELEV ELEVATION S EOP EDGE OF PAVEMENT SD EQ EQUAL SDMH EW EACH WAY SE EXIST EXISTING SHT FF FINISHED FLOOR SQ FL FLOW LINE SS FO FIBER OPTIC SSMH FOC FACE OF CURB ST GAL GALLON STA HMA HOT MIX ASPHALT STD HORIZ HORIZONTAL STCR HP HIGH POINT SW HT HEIGHT TRI. SP. ID INSIDE DIAMETER TYP IE INVERT ELEVATION VERT IN INCH/INCHES W JB JUNCTION BOX YD L LENGTH LT LEFT LF LINEAR FEET LP LOW POINT MAXIMUM MINIMUM MANHOLE MONUMENT IN CASE MECHANICAL JOINT MONUMENT NORTH OR NORTHING NORTH AMERICAN VERTICAL DATUM NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF CURVE POINT OF COMPOUND CURVATURE POINT OF INTERSECTION POINT OF BEGINNING POINT OF ENDING POINT OF REVERSE CURVATURE POINT OF TANGENT POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE POINT OF VERTICAL TANGENT POINT OF VERTICAL INTERSECTION RADIUS RIGHT OF WAY RIGHT SLOPE OR SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SHEET SQUARE SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE SOUTHWEST TRIANGULAR SPACING TYPICAL VERTICAL WEST YARD DRAIN N 0 N N T) w 0 Do 0 i O i 0 z c� w 0 i 0 0 0 00 0 i z 0 z w i w 0 i Q 9.5' MIN. SIDEWALK VARIES 6.0' MIN. SIDEWALK VARIES 1.5� / /%/i FXISTING SInFWAI K 1.5%_ 14.0' THRU/RIGHT TURN LANE FL ELEV SLOPE VARIES BRONSON WAY S CONSTRUCTION � 12.0' THRU/LEFT—TURN LANE SLOPE VARIES /\�>/ (D x x '7/ 2 T27 3 BRONSON WAY S -TYPICAL SECTION 3 NORTH LEG OF MAIN AVE S/BRONSON WAY S & S 2ND ST INTERSECTION LOOKING NORTH NTS S 2ND ST CONSTRUCTION 1.59.0' PARKING 11.0' THRU LANE 14.0' THRU LANE FL ELEV 1 1 SLOPE VARIES SLOPE VARIES 7 r n% I Ml A \ ITrM n r$ 7 8.0' PARKING FL ELEV 8.0' PARKING FL ELEV S 2ND ST -TYPICAL SECTION WEST LEG OF MAIN AVE S/BRONSON WAYS & S 2ND ST INTERSECTION LOOKING EAST NTS S 2ND ST CONSTRUCTION 11.0' THRU LANE/LEFT—TURN LANE I SLOPE VA IES 11.0' THRU LANE SLOPE VARIES 3/ S 2ND ST -TYPICAL SECTION \-{ EAST LEG OF MAIN AVE S/BRONSON WAYS & S 2ND ST INTERSECTION LOOKING EAST NTS C2 13 11.0' THRU LANE "I 1 SLOPE VARIES MAIN AVE S CONSTRUCTION 1.0' 11.0' THRU LANE I O SLOPE VARIES TYPICAL SECTION GENERAL NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 14.0' THRU LANE 0.5' 6.0' MIN. 2' MIN. SIDEWALK VARIES 2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL SHOULDER MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. VARIES FL EL V �1 57. 3. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. E N /\�/ �x7 6 \ 4 4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS � APPROXIMATELY 2.5 HMA OVER 8 16 CONCRETE PANELS. 7 5 �'J 5 CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR INSTALLATION OF THE NEW PAVEMENT SECTION. 8.0' PARKING FXISTING MFWALK FL ELEV 7 7.8' PARKING FL ELEV 7 11.0' THRU/LEFT—TURN/RIGHT—TURN LANE 0.5' MAIN AVE S - TYPICAL SECTION SOUTH LEG OF MAIN AVE S/BRONSON WAY S & S 2ND ST INTERSECTION LOOKING NORTH NTS a .5' 7.0' MIN. SIDEWALK VARIES d a e, E 6 4 �5)n 7 --(5 7.5' MIN. SIDEWALK VARIES FL ELEV ,5q 2 7 —05 3) MATERIAL CODE ® DESCRIPTION 1 2" HMA CL Y" PG 64-22 FOR OVERLAY 2 5" HMA CL Y" PG 64-22 (2 LIFTS) 3 6" CRUSHED SURFACING BASE COURSE 4 4" CEMENT CONC. SIDEWALK OR 10" CEMENT CONC. DRIVEWAY ENTRANCE 5 4" CRUSHED SURFACING BASE COURSE 6 18" CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101 7 COMPACTED SUBGRADE 8 10" CEMENT CONC. PAVEMENT 9 5" CRUSHED SURFACING BASE COURSE N 0 N N T) w 0 00 0 C) C) O 0 z w 0 O 0 0 00 0 i z 0 z w i w 0 D_ %" EXPANSION JOINT SCORE LINE IF nnl IDCn AAnklnl ITUln 10' CROSSWALK i SECTION A -A' SECTION B-B' E CONCRETE CROSSWALK DETAIL NTS CONSTRUCTION JOINT #5 BAR -18" LONG 12" SPACING 2.0' ACCENT CONC. PAVER SECTION, SEE SHEET 30 1.5% TY. 7 k" SEE CURB TRANSITION DETAIL, SHEET 6 FLOW LINE Z° 1.5' BRONSON WAY S. APPROX. STA 15+90 TO STA 16+23. LEFT 2.0' ArrFNT r(1Nr PD\/FP BRONSON WAY S, APPROX. STA 16+23 TO STA 16+50, LEFT SECTION C-C' WITH PAVERS NTS 9 7 10 1.5 4 0 L TYP. FLOW LINE S�PE vARiEs 41 TYPICAL SECTION GENERAL NOTES THICKENED EDGE �J SIDEWALK LJ CEMENT CONC. PAVEMENT RAISED INTERSECTION TYPICAL SECTION INTERSECTION OF MAIN AVE S/BRONSON WAYS & S 2ND ST NTS TOC ELEV `" FLOW LINE 0 / � 1/2"R (TYP) d ° 6» d d CV ° a ° d 18" CEMENT CONC. VALLEY CURB NTS 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS APPROXIMATELY 2.5" HMA OVER 8"-16" CONCRETE PANELS. CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR INSTALLATION OF THE NEW PAVEMENT SECTION. MATERIAL CODE ® DESCRIPTION 1 2" HMA CL Y" PG 64-22 FOR OVERLAY 2 5" HMA CL Y" PG 64-22 (2 LIFTS) 3 6" CRUSHED SURFACING BASE COURSE 4 4" CEMENT CONC. SIDEWALK OR 10" CEMENT CONC. DRIVEWAY ENTRANCE (CLASS 4000) 5 4" CRUSHED SURFACING BASE COURSE 6 18" CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD PLAN 101 (CLASS 4000) 7 COMPACTED SUBGRADE 8 10" CEMENT CONC. PAVEMENT (CLASS 4000) 9 5" CRUSHED SURFACING BASE COURSE 10 CEMENT CONC. VALLEY CURB PER DETAIL, THIS SHEET (CLASS 4000) N O N N w 0 0 z 0 00 0 i 0 c� 0 z w 0 i 0 0 i 0 00 0 z 0 z w cc i w 0 z i 2' MIN. 6" -1 I —III I = n, -III-I Q II-III//97 SAWCUT, REMOVE, AND REPLACE-1 I Ii II I I I �I 11- I a EXISTING PAVEMENT TO — CONSTRUCT INTEGRAL CURB. SEE HMA DRIVEWAY DETAIL, SHEET 21 4—#4 CONT. #4 @ 18" W/ 2' MIN. LAP W/ 8" TAIL CEMENT CONC. SIDEWALK NOTES: 1. HEIGHT (H) NOT TO EXCEED 2' 2. H = 6" MINIMUM INTEGRAL CURB DETAIL NTS 2' MIN. 4.4' PLANTER STRIP #4 VERTICAL I #4 HORIZONTAL @ 18" O.C. MAX 1 @ 12" O.C. MAX 6" MIN 2„ a 18" MAX SAWCUT, REMOVE, AND REPLACE 1.5% EXISTING PAVEMENT TO CONSTRUCT WALL. SEE HMA CSBC DRIVEWAY DETAIL, SHEET 21 d CEMENT CONC. SIDEWALK 10" CEMENT WK. PAVEMEr'T 20' TRANSITION TRAFFIC EENGTH `SEE SHEET 15—� CURB & GUTTER 6� HAND FORM SURFACE TRANSITION VALLEY CURBd d a O a d da d � — aa ad o 8 d a d VALLEY CURB TRANSITION DETAIL NTS SECTION A -A NTS 2" HMA OVERLAY �\ 6" CSBC f 2" 6" 6" 4" CEMENT CONC. VALLEY CURB CEMENT CONCRETE FILL WALL DETAIL BEGINS WITH 0" EXPOSURE VA`�£Y pURe CEMENT CONC. VALLEY CURB ENDS NTS WITH 6" EXPOSURE ENDS. MATCH ppRe EXISTING OR PROPOSED CURB EE E q U TR,gNS/Tj p & GUTTER a rylS Sy N CONCRETE ROADWAY T 4d d ° a a £ETRAFF/C HMA OVERLAY TO BE a a � pURe & d FLUSH WITH PAVEMENT. HMA OVERLAY d a a 4 \ OTTER SEAL JOINT WITH AR4000 d GRIND 25' ° a � a a a a a VAR°d a d a d IE d CpN�RElE 20 GAD wq Y RAMP � l p' = GRIND EXISTING EXISTING w ROADWAY TO ROADWAY 0 o FORM BUTT JOINT BUTT JOINT DETAIL NTS ROADWAY RAMP DETAIL NTS N 0 N N w 0 0 O 00 0 i O 0 z c� w 0 w 0 0 0 00 0 z 0 z w w i w 0 w w CONCRETE HMA ROADWAY AREAS PAVEMENT AREAS 1' MIN FOR I TRENCH CROSSINGS CEMENT CONC. PAVEMENT SECTION PER TYPICAL OR SAWCUT AS SECTIONS & DETAILS INDIPAAND ON SAWCUT EXISTING PAVEMENT, APPLY TACK COAT TO SIDES d d ° d a ' EXISTING ASPHALT PAVEMENT (TYP) HMA ROADWAY EXISTING CEMENT CONC. SECTION PER TYPICAL PAVEMENT (WHERE PRESENT) SECTION & DETAILS BANK RUN GRAVEL FOR TRENCH BACKFILL c0 GRAVEL BACKFILL FOR PIPE Uo /// DIP FOR WATER ZONE BEDDING, COMPACTED TO 95% MAX DENSITY OR COMPACTED PIPE USE CONTROLLED DENSITY FILL SUBGRADE 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 TO EX CB NO. 43 NTS FROM CB NO. 11 FROM CB NO. 9 CB NO. 10 - CATCH BASIN TYPE 2, 54" DIAMETER NTS FROM CB NO. 12 OUTLINE OF CATCH BASIN, MANHOLE, VALVE BOX, OR OTHER STRUCTURE 1' MIN. DIMENSION (TYP ALL AROUND) FACE OF CURB 1' MIN. DIMENSION (TYP ALL AROUND FACE OF CURB PAVEMENT JOINT (TYP GRATING OR LID AND FRAME ISOLATION JOINT PAVEMENT JOINT (TYP) OUTLINE OF CATCH BASIN, MANHOLE, VALVE BOX, OR OTHER STRUCTURE ISOLATION JOINT ,IT JOINT (TYP) ISOLATION JOINT (3) #4 BAR, 30" LONG AT 6" OC TYPICAL STRUCTURE ISOLATION JOINTS DETAILS NTS EXISTING GROUND THICKENED EDGE SIDEWALK NTS W = 3/8" MIN 5/8" MAX N NEW PAVEMENT (TYP) m 4 ° ° d ° ° a a a a d Q ad POURED JOINT SEALER ° d BACKER ROD ° ° d o — d d a 0 — 1.25W d d ° d ° d °d° °. d e° d d. 0 NEW PAVEMENT d CONSTRUCTION JOINT SEAL DETAIL NTS co W = 3/8" MIN -H 5/8" MAX N � NEW PAVEMENT a a POURED JOINT � ° °d SEALER N < >d d d BACKER ROD a � ° 0 = 1.25W a d � ° a ° nd ° v a ° d .. ° ° CONTRACTION JOINT SEAL DETAIL (LONGITUDINAL OR TRANSVERSE) NTS 3/8., NEW OR EXISTING STRUCTURE OR PAVEMENT Q d - .. d POURED JOINT ° SEALER ° 1 /2" 0 d < d BACKER ROD a d a ° a ° ° d d �4 °. ° 0 PREMOLDED EXPANSION JOINT FILLER, FULL DEPTH ISOLATION (EXPANSION) JOINT SEAL DETAIL NTS w cll�j 00 0 cll�j c\ CL un O 00 O 0 U 0 a z cD w 0 / 0 O 00 CD 0 z w w cry c-) w 0 w w / STA 50+05.23, 9.84' LT W/FO W/FO W/FO W T • DUCT W/FO . .... .... ... .... ° . DWY DUCT SSMH 6592 PK107 - RIM 42.05 IE NOT ACCESSED; HEAVY TRAFFIC CB 6289 RIM 41.54 IE 39.7 S, 8" CPP IE 39.1 W, 6" CONIC IE 39.1 E, 6" (PLUGGED) CB 6290 RIM 41.50 IE 39.6 N, 8" CPP IE 39.6 E, 8" CPP EMPTY 11 B J a 111 a. DWY ° ° DWY 9 co, A a ° A DWY 0 � [ q T SD 4 1 w SITE PREPARATION LEGEND EXISTING SURFACE REMOVAL LIMITS REMOVE TEMPORARY ASPHALT PATCH & a INSTALL NEW HMA PAVEMENT SECTION, PER SHEET 4 - - - - - - - - SAWCUT LINE REMOVE/ABANDON DRAIN PIPE ° ❑ INLET PROTECTION 6 a a SSMH 10758 P RIM 43.58 IE 37.8 N,S @ CL 6" CONIC AC U . a ° SD AC I ICB 6803 ® a RIM 42.04 IE 38.5 N,W, PER P.E.D. AS -BUILT 6 DT12' W I BARK > I STA 31+31.31, 12.70' RT Q 1 � Z DUCT W/TEL T" D ° 1 STA 30+85. 4, 12 RT GATE DT6" 1 I 6 6',CHLK 5' I �x rfR8R CD T6" D T " 6' 0 101 I � ° IlU JV •� SDMH 11284 15 RIM 43.75 IE 39.9 S, 8" CLAY ° IE 39.9 N, 8" CLAY CB 6813 e RIM 41.47 IE 38.8 N, 8" CONIC 1 ° - W/ 3" VERTICAL PIPE IN DIRT YD 4566 2 RIM 43.14 .• , IE INACCESSIBLE, FULL OF DIRT 10 YD 10710 STA 50+15.33, 1.65' LT RIM 43.89 3 ,••••C ' STA 51 +00.03, 1.20 RT IE 43.2 N, 3" PVC I ' o STA 50+15.48, 9.92' RT IE 43.2 S, 3" PVC Po ' • 8 ' • . 6' IRON STA 51 +89.91 � a STA 50+37.72, 2.55 RT 44- 3 ' zi 17.01' LT Po . FO P Fp a ° 4 I VDU 4. � • • . ' •'•• �� .� • ' DUCT W/FO • • AC T , • �• F 0 P ... ....o . ... �,S Fo s Fo S SETA 52+03.10 S 1 Fos . Fo S S2�VDST `J 5 17.01' LT.• 521C-1 A�G_3 �C ------------7------------ -------------- • . MIC20 -\ T-------------- - - - - - - - - - - - - -- 14 \4 STA 52+03.10 - • 1 W 3 W - .---- - -1��---tea------ •-- wI66" SPU W - W ----�� --- --- ---- --ro 1 7 a T aV °. � °e.. .D Y.. F � T a P DWY" ' 'F0FO Z. STA 50+17.31 18.80' RT n .DU(�T° a °' �. SDMH 6288 ' °. ❑, °RIM 4 RIM 42.03 3 IE 37.6 S-W, Q CL 12" CONICt' W/FO j a .ga 1 a.. aeG :.° CB 7001 / °ID cn STA 51+55.46, 15.72 RT RIM 42.81 CB 6266 ° ° O ° ', .SS STUB' 12 RIM 41.40 _x Q'. '' c IE 41.3 N, 6 ETr. °❑° 11 10642° IE 39.8 W, 8" CPP x . ,59 .� d k1 Y \ SDMH 6287 AC °_ ® IE . W, -6„ cL cA� IE 41. RIM 42.02 ° IE 38.1 E, 8" CPP e SDMH 10997 W IE 38.0 W, 8" CPP 6' CHLK GP EPT 2017 IE 37.9 N, 12" CONIC RIM 44.02 ° IE 37.9 S, 12" PVC GPO ° a IE 40.9 S, 12" CO CID THE LOFTS IE 40.9 E, 12" CON I� ° . UNDER CONSTRUCTION ° ° I m 2 13 �, - --- 3 4 STA 53+77.1 36.90' RT SDMH 10996 I AC RIM 43.94 CB 10491 IE 41.4 - 45- RIM 43.52 IE 41,,f E, 6"" CQQNC IE 40.5 N, 8" CONIC IE 0.9 N, 8" CPNC 'P �- 16 a I STA 14+70.41, 16.50' RT PLAN STA 14+67.01 a ° 4.14' LT /LuI- STA 14+83.04 Na a .. a G d 0 10 20 40 60 I '° Z 0 �„ SCALE IN FEET / Q MA 3 4 a. C Gp� f / MATCH LINE STA 14+25 SHEET 9 GENERAL NOTES 1 • THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. 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. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. 8. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 9. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND/OR TEMPORARY ILLUMINATION. 10. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). 11. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 36-40. 12. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 22-27 13. FOR WATER & SEWER REMOVALS, SEE SHEETS 17-19 SITE PREPARATION NOTES D SAWCUT &REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE CONCRETE CURB &GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE EXTRUDED CURB AND/OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. OPROTECT PRIVATE BUSINESS SIGN, POST, FOUNDATION, AND ELECTRICAL CONNECTION. O6 REMOVE TREE. O7 REMOVE SHRUBS. O8 REMOVE MEDIAN CURB AND PAVEMENT. O9 PRESERVE AND PROTECT EXISTING RETAINING WALL. 10 REMOVE EXISTING DRAINAGE STRUCTURE. 11 FRANCHISE UTILITY VAULT TO BE REMOVED BY OTHERS. 12 RELOCATE PLAQUE AS SHOWN ON URBAN DESIGN PLAN SHEET 28. CONTRACTOR TO USE GREAT CARE IN REMOVING PLAQUE AND PROTECT PLAQUE DURING STORAGE FOR RELOCATION. 13 REMOVE METAL POLE. 14 REMOVE STORM DRAIN PIPE. 15 ABANDON EXISTING DRAINAGE STRUCTURE. 16 PRESERVE AND PROTECT METAL BOLLARDS. N 0 cll�j c� \ CL un 0 00 0 O / a z c� w 0 w O a 0 00 0 / z 0 z w w cry c� w 0 w w / STA 62+29.92, 15.45' LT ' STA 55+66.39, 9.79' LT- Lu STA 54+05.32, 0.83' LT � STA 55+56.45, 0.12' LT < RET WALL STA 54+11.56, 0.80' LT STA 55+29.39, 9.96' LT W ARK EXPOSED 4" CONDUIT (x2) STA 55+19.45, 0.29' LT •, J FLASHING BEACON BRICK RET WALL 2 CHLK 6' CHLK AC I 15'R QAK24' RIM 45.855 00 IE 38.2 NE,E,S-W @ CL � - a STA 56+12.58, 12.94' LT W a w \\ � II o �2 I I I G I GI I I G G " I I 3 I 2 Ln 4J w_.. s .... .. J 1 1 - .. I S 2ND SI N 3 Q- ---------�� - ---:�:- - - - - - - - - - - - - - - - - - - - ---- -� -- G w W• • W • I I ` STA 54+72.86, 0.50'-CT � W " Tv z I I STA 54+66.00, 0.54' LT 1 `� so STA 56+42.80, 3.79' RT W W W W W o 3 = SDI SD SD sn U T T 3' Q T P P GID p P ALSO O DT12" n- a .. DUCT. W/PO 4. a a105 BARK RIM 45.35SDMH 4 AC BARK aQ STA 55+78.89, .0e LT •• 2 I DJC a IE 400 SEIE 41.7 S,88»CONC CONC 4 THLK a ;: W W IE 38.9 W, 12" CONC FLASHING BEACON •• a IE 38.8 E, 12" CONC STA 54+62.39, 2.94 RT PINE18" a 1'-2' CONC WALL/BENCH STA 54+34.09, 22.89' RT •• a CB 5653 SDMH 5656 •• a DT20" RIM 44.94 RIM 45.24 ,• 3' IE 42.9 NW, 8" CONC IE 42.0 S, 8" CONC IE 42.9 N, 8" CONC IE 39.0 W, 12" CONC a - .. `D STA 56+22.60, 13.42' RT PLAN IE 38.8 E, 12" CONC •• N CB 5657 a T16' A STA 61+60.61, 12.66' RT RIM 44.72 iiiiii IE 42.0 S, 8" CONC 1'-2' CONC WALL/BENCH 0 10 20 40 60 IE 42.0 N, 8" CONC I SCALE IN FEET i ... X X X X .. a .I i+. + +....... � ] . . + . . . + . . . + .. +. ............ GJd L �. x D . . . . . . ... .. . .. 8' WOOD .. 6' Wo 1 N\ AC 6' WOOD a ° tti ...... 6' WOOD I. 0.............. D I. GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. 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. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. 8. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 9. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND/OR TEMPORARY ILLUMINATION. 10. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). AC - NE , SEPTr 017 11 • FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 36-40. 12. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 22-27 13. FOR WATER & SEWER REMOVALS, SEE SHEETS 17-19 SITE PREPARATION NOTES CB 7349 N �p RIM 44.68 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE fla ` I IE 42.6 E, 8" STEEL O REMOVAL LIMITS. 3' METAL _ ....... . ch O REMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN a ' I D N EXISTING SURFACE REMOVAL LIMITS. REMOVO COMCRSETE CURB & GUTTER WITHIN EXISTING SURFACE L REMOVE THE LOFTS ° ° I N UNDER CONSTRUCTION 14 REMOVE STORM DRAIN PIPE. 3 10" I.... ° I I....... 00 15 ABANDON EXISTING DRAINAGE STRUCTURE. ° SSMH 3635 CB 7350 RIM 45.114 1 :2) YD 4071 STA 13+03.02 � a B 3 25 RIM 45.23 6 N CL 15 CB 3624 E 41.8 W, 41.5 E, 8" STEEL 8" STEEL I. I RIM 45.28 CB 5865 SSIV 5864 8.90 RT \ w L LJ RIM .60 Ll 4 E, 8" 1 N RIM 44.37 IE 42.4 E, 8" CONC IE 44.5 W, 3" PVC IE 44.5 E, 3" PVC RIM 43.95 RIM 44.86 a A e : = C/) CONC ° a P4» IE 8.4 S,W-N @ CL o .4 . f s se o. :.., .. Ln a ° ° 45- 45� ° �. -- o ° p a A. p.a. e ' . P'. °. d e D'W ' .p N + P ° U Q h W W W w w W w I W� 14 -45_ I _ STA 13+49.62, 4.36 LT .. .. 3 � w S s ... I •s• s ' ' z aI I •� �- - - J v . Do .•.'.oar ° Q . 5D: D SID o SD ' STA 13+40.60, 4.79 RT a � a SITE PREPARATION LEGEND 4 ` ° 45 -\ W W W W W W W a � 45 EXISTING SURFACE REMOVAL LIMITS 4$QEF)__D 15: . -45 PK103� Q p a 4 DWY a QDWY ° � � DWY � ° � ° 1 REMOVE TEMPORARY ASPHALT PATCH & ® ° STA 10+62.86 SDMH 5897 SDMH 5863 STA 13+99.36, 4.62' RT INSTALL NEW HMA PAVEMENT SECTION, U) b, RIM 45.38 CB 5878 SDMH #5862 RIM 45.01 , 12.88 RT RIM 45.12 RIM 44.29' PER SHEET 4 IE 42.0 W, 8" PVC IE 41.3 W, 8" PVC STA 13+17.61, 8.90 RT STA 10+44.86 IE 41.8 N, 12" PVC IE 44.7 W, 2" PVC IE 41.3 E, 8" PVC 1 T IE 41.8 S, 12" PVC IE 44.1 E, 3" PVC IE 41.3 SE, 12" PVC STA 14+10.70, 8.82 RT 2.03 R CB 5877 IE 41.2 N, 12" CONC - - - - - - - - SAWCUT LINE Lu a ° RIM 44.52 IE 41.2 S, 12" CONC PLAN Z c � CB 324 IE 44.2 W, 2" PVC STA 12+83.53, 8.90' RT ///////////// REMOVE/ABANDON DRAIN PIPE a � RIM 44.83 CB 5861 • / ° IE 43.1 NE, PW 3620 RIM 44.01 ❑ INLET PROTECTION o I IE 43.0 SW, 8' IRM 45.21 IE 42.6 W, 8" PVC 0 10 20 40 60 it en 1)nir o» innni SCALE IN FEET GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN 400.4. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-5 AND FLOW LINE AND SIDEWALK LAYOUT PLANS, SHEETS 15-16. 3. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLAN, SHEETS 8-9. 4. FOR STORM DRAINAGE NOTES, SEE SHEET 10. FOR STORM DRAINAGE PROFILES, SEE SHEET 11 & 13. 5. FOR SEWER AND WATER IMPROVEMENTS, SEE SHEETS 17-19. w 6. FOR SIGNALIZATION & ILLUMINATION IMPROVEMENTS, SEE SHEETS = 22-27. 0 7 FOR URBAN DESIGN AND LANDSCAPING IMPROVEMENTS, SEE SHEETS CD 28-35. 8. FOR CHANNELIZATION AND SIGNING IMPROVEMENTS SEE SHEETS Q 36-40. w z GENERAL DRAINAGE NOTES 1 PIPES LABELED "SD" SHALL BE CORRUGATED POLYETHYLENE STORM Q SEWER PIPE. 2• PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4. 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 1 L — RENTON STD. PLAN 200.10 c. CONCRETE INLET — RENTON STD. PLAN 200.30 d. TYPE 2 — RENTON STD. PLAN 201.00 5• CATCH BASIN 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 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. CONSTRUCTION NOTES O GRIND ENTIRE ROADWAY 2" AND PLACE 2" HMA CL 1 /2" PG 64-22 OVERLAY. O2 ADJUST WATER VALVE TO GRADE. O3 ADJUST CATCH BASIN TO GRADE. 23 GRIND BUTT JOINT PER DETAIL, SHEET 6. 30 REMOVE TEMPORARY ASPHALT PATCH AND INSTALL NEW HMA ROADWAY SECTION, SHEET 4. LEGEND 0000000000 0000000000 0 NEW PAVEMENT AREA PER TYPICAL SECTIONS, SHEET 4 OVERLAY AREA CEMENT CONC. SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE ACCENT CONCRETE PAVER STORM DRAIN STRUCTURE NUMBER, PROFILE SHEET 11 & 13 Y Lc 0 N N z 0 00 0 i 0 i 0 z c-D w 0 i 0 0 0 00 0 z 0 z w w 6 LEGEND NEW PAVEMENT AREA PER TYPICAL SECTIONS, SHEET 4 OVERLAY AREA CEMENT CONC. SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE ACCENT CONCRETE PAVER STORM DRAIN STRUCTURE NUMBER, PROFILE SHEET 11 & 13 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN 400.4. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-5 AND FLOW LINE AND SIDEWALK c" LAYOUT PLANS, SHEETS 15-16. w 3. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY = EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION U' & TESC PLAN, SHEETS 8-9. 0 4. FOR STORM DRAINAGE NOTES, SEE SHEET 10. FOR STORM DRAINAGE PROFILES, SEE SHEET 11 & 13. Ln 5. FOR SEWER AND WATER IMPROVEMENTS, SEE SHEETS 17-19. cn 6. FOR SIGNALIZATION & ILLUMINATION IMPROVEMENTS, SEE SHEETS z 22-27. J = 7 FOR URBAN DESIGN AND LANDSCAPING IMPROVEMENTS, SEE SHEETS 28-35. Q 8. FOR CHANNELIZATION AND SIGNING IMPROVEMENTS SEE SHEETS 36-40. SIGNALIZATION CONSTRUCTION NOTES IZATION GENERAL LEGEND SEE SHEET 27. TECTION SHALL FIXED MODE DURING ,NT OF WEST BOUND IUCTION LOOPS. .......50 6,,....CONDUIT.... :. 50 IE ..................................................................................................................... FIELD ''MEASUREMENT 40 I 103 LF 8" DIP (� 0.56% .....................................................®................... 40 ..........................................................................................................................................:.............................................................................................................................................................................................................. CB TYPE 1 » 50.........................................................................EXIST CB TYPE 2-48 STA 11+32.24, 125.93' LT ............................. STA 11+29.46, 2.88' RT 48 ...........................:......................................... RIM 44.37. .......... IE OUT 42.68(8"E).................:........... .. .............................RIM 45.38...€ 30 CB TYPE 1 IF IN 41.80 (12"S) ....................:....................................................................................................... 1 60 .. :................. ©................ ..........................................................:....... STA 11+30.12, 28.01' LT z IF IN 42.00 (8 W) �..... �.......... RIM 45.14 Lj o w IF OUT 41.80 (12 N) .. :.......IE OUT 41.46 (8"E) ....... .� Q. w ......... IE IN 41.40 (8"W) - CONNECT NEW ....................................................................... IE IN 42.13...8„E............� . r. �t Q.....U'.......... PIPE TO ( ) �, ,�, ,�, 31 - LF 8 D-I P' 20.................................................................................................................................... ................. .S=fl:20 .... ...20........ EXISTING A STRUCTURE ALLEY STORM DRAINAGE PROFILE - STATION 11+29.50 Oj EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED OR REMOVED BY GRINDING (DISCONNECT LOOPS SPLICES IN THE JUNCTION BOX PRIOR TO GRINDING. REMOVE SECTION OF EXISTING TWISTED PAIR LOOP WIRING FROM JUNCTION BOX SPLICE TO PAVEMENT. REMOVE UNUSED EXISTING DETECTOR LEAD-IN 2CS CABLES, ALL OTHER EXISTING DETECTOR LEAD-IN 2CS CABLES TO CONTROLLER SHALL REMAIN (PROTECT AND LABEL EXISTING CONDUCTOR ENDS IN THE JUNCTION BOX). O INSTALL 6' DIA VEHICLE INDUCTION LOOP PER WSDOT STANDARD PLANS J-50.12 AND J-50.15 EXCEPT MATCH EXISTING LOOPS SPACING. LOOPS SHALL BE CENTERED IN THE TRAFFIC LANE BASED UPON THE CHANNELIZATION PLAN AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO SAWCUTTING. SPLICE LOOP LEAD-IN WIRES TO EXISTING DETECTOR LEAD-IN 2CS CABLES TO REMAIN. CONSTRUCTION NOTES O GRIND ENTIRE ROADWAY 2" AND PLACE 2" HMA CL 1 /2" PG 64-22 OVERLAY. O2 ADJUST WATER VALVE TO GRADE. O3 ADJUST CATCH BASIN TO GRADE. O4 ADJUST SEWER MANHOLE TO GRADE. O9 CONSTRUCT CURB, GUTTER, AND SIDEWALK. 11 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY PLAN & PROFILE SHEET 20 AND DRIVEWAY DETAILS, SHEET 21. 14 MATCH EXISTING. 22 RECONSTRUCT HMA DRIVEWAY. SEE SHEETS 20-21. 28 INSTALL CURB & GUTTER. INSTALL 2" HMA CL 1 /2" PG 64-22 TEMPORARY WALKWAY OVER 4" CSBC. 30 REMOVE TEMPORARY ASPHALT PATCH AND INSTALL NEW HMA ROADWAY SECTION, SHEET 4. 31 REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. 32 RESTORE TRENCH IN ALLEY PER TYPICAL UTILITY TRENCH SECTION, SHEET 7. SUBSTITUTE HMA PAVEMENT SECTION WITH 13" CSBC. Q0 N CD N z 0 00 0 O c� z c-D v� w 0 / O CD 00 0 i z 0 z w / w 0 n / MATCH LINE STA 52+20 SHEET 11 0 Ud'W/FO p THE LOFTS 28 0 22 0 ° c UNDER CONSTRUCTION o a F ° ST 5 +33. � \° 6 ° 0 4% a o FO a 14rl DWY o ' ° ° ° � / o p ° 41 °o ° ° H TA 525.4 0° o ° cl)° ° ILI D283°o o //F-1 U, ° N °00° ° o . 17 ° 3 ° o TV � ° D Z fP TV P T ° TV ° R/ TV p ° 0 2 ° o ° o G ° G W p W ° ° c 2 ° w C"4 STA 15+00.00 ° ° 12 ° � 44A5STA 15+26.71 ° s ° — �� s ° ° J o � Q STA 15+ .5 + 0 3 o o `b E o 1 M IN ACS � Q ° ° SEE SHEET 11 FOR GENERAL NOTES CONSTRUCTION NOTES O GRIND ENTIRE ROADWAY 2" AND PLACE 2" HMA CL 1 /2" PG 64-22 OVERLAY. 22 ADJUST WATER VALVE TO GRADE. O3 ADJUST CATCH BASIN TO GRADE. O ADJUST SEWER MANHOLE TO GRADE. O REESTABLISH DISTURBED MONUMENT PER SPECIAL PROVISION 8-13.3. O ADJUST FRANCHISE UTILITY VAULT OR MANHOLE. 13 Ac 24 SD24 a °C d ° V p fit) ° N Al ° DWY ss ° D4 T C N� i° GRIND ► ®DEPTH AND OVERLAY, HMA CIL ©_ PG , 4-22. LIMITS • � ; �, i�� ��/fieGl♦ � � 1 1 C.�SHOWN ARE APPROXIMATE 14 rvv SID Flo, ME m ZEI 17 R11 mom Old mom I m I- m m �,....,.. • Ll ■ MEN Wild FF I w IffbaiM ■ . ■ 1 ® ����CONCRETV,,=,,.,,13 CURB ♦ ' ` • ♦ �I DRAIN. RUN TO CB#9 INSTALL NEW ROOF •1 I�/J �� • III ♦ •AT 2% SLOPEINTERCEPT EXISTING ROOF DRAIN® ��1 ��IIIF �1� � � d = • .. •' rlit Off MIL CONSTRUCTION NOTES O7 ADJUST WATER MANHOLE TO GRADE. O8 ADJUST GAS VALVE TO GRADE. O9 CONSTRUCT CURB, GUTTER, AND SIDEWALK. �Q CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15-03. CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY PLAN & PROFILE SHEET 20 AND DRIVEWAY DETAILS, SHEET 21. �Z CONSTRUCT CEMENT CONC. PAVEMENT RAISED INTERSECTION PER TYPICAL SECTION, SHEET 5. 13 ADJUST WATER METER BOX TO GRADE. 14 MATCH EXISTING. 15 CONSTRUCT CEMENT CONC. ROADWAY RAMP PER DETAIL, SHEET 6. 22 RECONSTRUCT HMA DRIVEWAY. SEE SHEETS 20-21. 23 GRIND BUTT JOINT PER DETAIL, SHEET 6. LEGEND 24 O NEW TRAFFIC BEARING LID TO BE PROVIDED BY OTHERS. ADJUST NEW PAVEMENT AREA PER TYPICAL SECTIONS, SHEET 4 FRANCHISE UTILITY VAULT. T /' OVERLAY AREA 25 INSTALL BUMPER CURB. CEMENT CONC. SIDEWALK OR PAVEMENT 26 CONSTRUCT CEMENT CONC. FILL WALL PER DETAIL, SHEET 6. \ 0-°°°°°°°0° 00000 ° ° ° � - DETECTABLE WARNING SURFACE 27 CONSTRUCT THICKENED EDGE SIDEWALK PER DETAIL, SHEET 7 WHERE STREETSCAPE FENCING WILL BE INSTALLED. ACCENT CONCRETE PAVER O28 STORM DRAIN STRUCTURE NUMBER, PROFILE SHEET 11 & 13 INSTALL CURB & GUTTER. INSTALL 2" HMA CL 1 /2" PG 64-22 # TEMPORARY WALKWAY OVER 4" CSBC. EL r- N �o CD 7D I n, n CD 00 C:D 0 U 0 U CD 00 CD LLI cry C) C) w 7.0. I We 5.0. NE 3.0. co 10. S 2ND ST ................................................. ..... ...................................... ................................................. ................................................. ................................................. ................................................. ................................................. ................................................. ....................... ................................................. ............................. ............... ................................................. ........ ....... .................... ............................. TO--BE-AB-ANDONEDA ................. co co ................................................. .............. ................. C6 ................ C6 ...................... ...... ............................ 9:� ­ .... .................. .................. 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L0 Lr) Lr) + L0 co ......................................... ......................... ...... ................... ...... ............................ .................. ...... .................. ...... ................... ...... ................................................. .............. ...... . ....... .................. - .............. oo 1. CB TYPE 1 11 (.0 00 jj..C�4 ................ 12 ................ ................ ....... ................. ...... ................................................. ................................................. ....... ............. . ....... i I 1.1�.. .................. ................ .. STA 16+95.16, 26.87' LT-- ............ CD .............. ............. .. RIM 43.42 ............................... ................................................. ............................ ................. i ... ul V) - - ...... ...... .... ......... .................... ............... r cf) cf) Lij Li cn ...... ................. IE: OUT 40.81 (12" DIP, SW) .................. .......................... ............. ................................................................................................... ....................................................... ............ ............. ....... .............. .................................... ................ ... ....... : ....................................... ................ .... .................................................................................................. u-i .............. EXI STIN.G...GRO.U.N.D.. ........... ................. .... ................................................. ........................... ................................................. ................................................. ............................ . . ....................... ...... . . ........................... QNA ................................................ Q. 9 /7.,;' 1.25% -0..44%: -Q..447 ......... 5-8-7d ........... AT CONSTRUCTI ............... ............ ... ......... .. ..... .1.25% .......... ........................ . ................. .... - - - - - - - - - - - - - ................................................. ................................................. o .......................................... . .............................................. ........................................... ..... .......... ................. ................................................. ................................................. 0 ................................................................................................... ................................................................................................... ........ ..................................................................................... .... GROUND ................... .................................................................................. .... ........ . .......... ......... ........................ .................................. ..l ...... ................................................................................................... .................................................................................................. PROPOSED0 ...............DIP......... ................................................. 37 -LF- - 12" - A ............. ..... ..... .......................................... ...... ........ ................... ................................................. ................................................. ..... AT - -GONSTRU-CTl ON - - CB TYPE 1 ................ .. ...... ................. ................................................. S=-0�507 . ...... Z ................... ......................................... ....... BI-DIRECTIONAL VANED GRATE . .............. CB TYPE 1 L ...... ........ ....................... PRO ........ ................................................. ....... STA 15+05.61, 18.00' R ......................................... T ..................... BI-DIRECTIONAL VANED GRATE- POSED.: ................................................. ................................................. .............. ...........RIM 44.01 ...................................................... .......................................... .......................... 40.1 .... DJA TEL: ................................................................................................... ..................................................................................... ................. ................. ..................... .................... .............................................................. STA 16+42.89, 18.80' LT IE OUT 41.60 (12" DIP, W)l ................................................. ................................................. ............... ........ ........................(48."..MIN-OVER.) ............................... ................................................. -RIM 43.80 ................................... IEOUT 40.03 (12" SD, NE) .......... ........ . CB TYPE 2-54" ................................................. ....... ................................................. ........................................... ... ................................................. ROUND SOLID LID ................................................. ................................................. ................................ ...... ........ ......................................... ................................................. STA 16+58.91, 20.53' LT ................................................................................................... ................................................................................................... ................................................................................................... ................................................................................................... ...................................................................... . ............... .......... ..................... ..... RIM 43.87­­­­­­­ ........... 19 LF1.27 SD ................................................. ................................................. ................................................. ................................................. ............................ ....... ...... ::S) ............................................. ................................................. ......... IE IN 40.63 (12 S 5.00% ..PROPOSED. ... .... ................................................. .... ..................................................................................................................................................... .......... IE IN 39.06 (12 SW) .......... .............................................................................................................................................................. ................................................. :..EX.ISTI.N.GA..ELEV..(TyP.) ... ....... IE IN 40.63 (12"NE) .................................................. ................................................. ................................................................................................... ............................................................................ ........... ............................................................................................................. ................................................................................................... ................................................................................................... ..................... IE OUT 38.8 ................................. .................................................................................................. 6 (8"N)­ ......................................................... ................................................. ............................................... ... ............................................... ................................................. ................................................. 7.0 ......... 5.0 ......... .3.........0 ......... 20 .10 .......... CD: r__ 0- F-- :... i i .............................................. .............................................. . .......................................... .............................................. ........................................... ........................................... 00 ............................................................................................ 4: ............................... ............................... -d .............. .9t .............................................. ............... ................................ .............................................. ............... .............. 0 0 ........... ............................................................................................................................................................................................................................................................................................................................................................................................................... ................................................................................................... .................................................................................................... : ................................................................................................... ................................................................................................ 14+00 15+00 16+00 17+00 18+00 PROFILE - MAIN AVE S / BRONSON WAY S rl rl 50 Llr ................................ S= 50 CB 18 Lri*fDIP "*'*'*'*'*'*'*'*'*'*'* ........... .... SEI S=2-:!1'37 ...................... PR ...... ................ 40 I_ .................... -p ..................... ........ EXIST CB TYPE 2-48" TA-14+99.22, 1.34' RT RIM 44.68 .30 1 1 IE IN 40.95 (12"S) ........... ........................ IE OUT 40.95 (12"N) CONNECT NEW PIPE TO IE IN 41.22 (12"E) ......... ....... ................ EXISTING STRUCTURE LLJ 20 1 1 ..................... ........ .......................... � ......... 10.... TYPE 1 'VAIN' FILE 3.0 2.0 ............. ............... ........................ 10 ........ . ................................................ ..................... STORM PROFILE - CB 4 & CB 5 X/-(2)-2" AND (1)-1.5" FIELD MEASUREMENT 41.46 (BOTTOM OF PIPE) f�n I I cn ch� I— ED m 1--ii DIPCD ....... ...... ... .... ................ ................................................. ...................... ........... . ............. .50/ ................................................ . .......................% ...........(r`......... ....... I -TO BE ABANDONED LLJ CB TYPE 2-54" o SEE MAIN 0 vj F-- = 0 LL-1 PROFILE � -< a- F- .................... ................................................................................................... ................................................................................................... ................................................................................................... ................................................. ................................................. ................................................. ... . .... ... . N.D ... ST..TQ. WELLS ..... ................................................................................................... AVE S PROFILE, THIS SHEET Lo ......................................... ................................................. ............................. it ................. ....................................................................................................................................................................................................... MAIN AVE 8- (SR 515)/ ................................................. ................................................. BRONSON WAYS (SR 900) ................................................. .................................. col ............................................ ..... .............. ................................................................................................... ................................................................................................... .................... ................................................. ................................................. ........... ................................................. .......................................... ...... 00 CD 00 c ....... ......... 0 . ..... ................................................. r ................ ............ . .............. . ...... . . . . . .. . ......................................... .................. ..... 40 0� ............................. ............... ............................. .................................. PROPOSED ................................................ ......... ..... ................. ... .... . . ......... ........... ......... ................. .......... ..... To. ......................................................................... . 8 ... .................. ............... 108 LF DIP u ........... .......................... .......... ........ - 60 CD 60 .................... 4' . D I A.. TEL ............ HYDRANT LATERAL ...... .................... . ......... .................................. .............. .................... ................................................................................................... ................................................................................................... ..................................................... + . ................................ + . .................................................................................... ............ ......... ................................. . . .............. . ........... ................................................................................................... .................... . . ......................................... ........... ............ (48". MI.N... COVER). ..................................... 30 ........... FJ E LD.. M.EAS.U.REM.EN.T ........... i I ................................................. ................................................. ........................... Q4 ................. L0 Ln'll I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .......... tn ....................................... : rIj ..................... ;_:.� ........ ................ . ...... ................................................. 'd- ................................ ............................................................................... ........................ .................. . ....... ............................................ / ...... ................. .............. i .... 38.59 TOP .... DE ... PIPE .............. i 4 ............. .. .................................................. KIM +Z. / I ............................. .......... Its) 30 IE IN 40.51 (8 130 .................... ........................................................................... ...................... ..... .... ............................ ................................................................................................... ................................................................................................... ................................................................................................... ................................................................................................... ................................................................................................... .................... 60 60 CONCRETE INLET .................... .................................................................................................. 7 .................................................................................................. .................... IE OUT 40.51 (8"W)-SE�-- PROFILE THIS SHEET FOR PIPE! FIELD KA$QREMENT..± 39.96 WSDOT TYPE 26M CB TYPE 1 ............................ .......... .............................................. ............... ..... CON'Ti CONTINUANCE AINCEWEST TOWELLSAVE: 12 LF 8" DIP ................ CB TYPE 1L ............................. -DIRECTIONAL RECTANGULAR SOLID LID Ir (TOP OF PIPE) DETAKlt-%l 1 11 AD cni in Pn%/E'D , A A BI-DIRECTIONAL NK L.J lJQ Lr o vir ... ............... ...... INIIVI -rz-. 10 V ........................... ............................................. ............................................... .1 ............................................... r I LLU MLAZZ)UML ... ..... ... .... ... ... ... ............. ........................... ..... ...... C)o: . .. ................ 92.11' RT 00 IE OUT 40.53 (8"N) .......... L0 Ll j................................................ ICZ) ........................................... U-) ............................................. ............................................. ................................................ S=0.27% 6 LF 8" DIP . .... ... Df ................ .................... ................................................. JA ........ :RIM 44.00 ............. .... .... ..... IE IN 40.53 (EX 6"S) 'd-: j-: Li-i Of ............................... r-\ J" - IE OUT 41.82 ..................................... .............. .................................... ............... ................................................. (811S) .............................. ............. . .............................................. .............................................. . LLJ S=2.15% I < .......... �g ......... ................. ... .......... ........ .............................................. . 0 0 C) FIELD MEASUREMENT i 30 .................... ....... ...... . .................... ..................................................................................... ............................................................................................................................................................................................................................................................................................................................................................................................................... ........................................................................................................................ 30 1 30 30 1 ...... ................................................. .......... .................... .................... .......... .......... ..................... o . . ....................... ............ .................... Qe . .............. ............ C-0 PIPE TO NEW 40.151.' ......................... 51+00 52+00 53+00 54+00 EX 12" SD IE ±39.8­***:*******­­ kiLIF 8" DIP S=0.58% STRUCTURE (CONTRACTOR FIELD MEASURE) of ......... EXIST CB .............. (7OP' Or-.' 'PI-P-E-) CONTRACTOR FIELD LLJ LL �4_ A- �1�) I - _u �b_ LLJ 36 RT .............................................. I ........................ i ........................ MEASURE ... . ..... ..... .... ..... ......... Lr_ L-1 .....tea..... 0 PROFILE - 0 LNU 0 1 RIM42.03 ................................................. ...................... . ........................ ...... ...... i . ..... ................. IE IN 37.60 (12"S).2020 .................................................................................................. .................................................................................................. .................... IE OUT 37.60 (12"W) .............. SEE - .2N.D. - STREET ......... IE IN 39.64 (81) 1 CONNECT NEW PIPE ................................................ .............. PROFILE,.. THI.S.. SHEET.-.i TO EXISTING ................................................. I : 10 10 : ''STRUCTU'RE .............................. ....... : ........................................................................ * ....... ­­­ .......... .............. ­­* ....... ­­ TO ................................. * ............................... S .................... zz S:TORM PROFILE - S 2ND ST WELLS AVE LLJ CUT -IN TEE INTO t........ ... .......... ............ .. L�j II ............ ................. . EXISTING 12" CONC cn SD. L_J ........................... Q, M i CD C) LJ ...........................cam Of !(D CD 10 .............................. m LLJ j2) L!� ............... .. .. ..... A4 STORM .. . ..... .... ..... ..... LJ,j .... < PROFILE .. .. . . ..... ... C .. B .... 6 ... ...... .. ...... ..... -4- LL_ C-8 8 CL r` N 0 N N z J CL z 0 U 0 00 0 i O U / 0 / z w 0 / O 0 0 00 0 i z 0 z w c) w O / EXPANSION JOINT CONTRACTION JOINT (TYP) 42 °°0°v °°00°°°°°°° 41 °°° ° P 15+89.06 °°o °�°°°° 39 ° 40 38 CONSTRUCTION JOINT (TYP) 00 33 34 35 36 37 6 0 r� STA 52+53.45 LO a:TOP OF ROADWAY RAMP 29 52 S 2ND ST 25 26 27 28 � 3 PI 15+60.14 STA 52+33.45 10' 10' N 11' 10.7512' 12' BEGIN CEMENT CONCRETE ROADWAY 30 31 03 EXPANSION JOINT 32 0 ASIDEWALK TO BE CONSTRUCTED BY COSMOS DEVELOPN ENT A ICONCRETE PANEL ELEVATIONS FOR EAST HALF OF INTERSECTION NUMBER REVISION DESCRIPTION �P O`er �� - STA 16+23 49 END � ROADWAY CEMENTCONCRETE 0 12 06. �o �2 C -------------- 15 , STA 15+93.57 0 TOP OF �OADWAY RAMP ���l cal 23 r cV 10 11 12' 12' N - 22 C' 5.50' CD 17 21 0 o STA 15+26.71 TOP OF - ROADWAY RAMP � 12' 12' 7' STA 15+06.71 Ln BEGIN CEMENT CONCRETE ROADWAY LU Z_ Q PLAN N 0 5 10 20 30 SCALE IN FEET SURVEYED: KPG DRAWN BY: VS DESIGN BY: OBP CHECK BY: JF PROJ MGR: JF FILE: 1408000NCPLN.dwg VS OBP 9 2018 KPF OBP 5 12 17 KPF OBP 4/14/1 BY APP. DATE 0 °0 °° °° °° °° °° EXPAN ION rl JOINT �12 -n D2 STA 53+39.68 TOP OF ROADWAY RAMP "' STA 53+63.68 END CEMENT CONCRETE ROADWAY 14 13 CONSTRUCTION JOINT (TYP) 15' 9' IP C"W"k Interdisciplinary Design 3131 Elliott Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 www.kpg.com EXPANSION JOINT RECORD DRAWING Information shown on this record drawing describes as -designed components and/or as -constructed components. Information regarding as -constructed components was provided by others and was not verified. 0 A,CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 1 15+06.71 1.00' LT 44.19 2 15+26.71 1.00' LT 44.47 3 15+36.71 1.00' LT 44.55 4 15+47.14 1.00' LT 44.64 5 15+59.14 1.00' LT 44.75 6 15+71.14 1.00' LT 44.69 7 15+83.57 1.00' LT 44.62 8 15+93.51 1.12' LT 44.57 9 16+23.47 0.44' LT 44.17 10 53+11.19 1.00' RT 44.81 11 53+23.19 1.00' RT 44.87 12 53+28.69 1.00' RT 44.90 13 53+39.68 1.00' RT 44.96 14 53+63.69 1.00' RT 44.57 15 15+94.26 10.89' RT 44.45 16 15+83.57 11.00' RT 44.53 17 15+36.70 11.00' RT 44.61 18 15+26.70 11.00' RT 44.43 19 15+71.10 28.50' RT 44.66 20 15+47.10 28.50' RT 44.79 21 15+36.69 28.50' RT 44.47 22 15+47.13 11.00' RT 44.70 23 15+71.13 11.00' RT 44.75 OCONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 25 52+33.45 1.00' RT 43.84 26 52+53.44 1.00' RT 44.10 27 52+64.45 1.00' RT 44.26 28 52+75.19 1.00' RT 44.42 29 52+87.19 1.00' RT 44.59 30 52+75.21 13.00' RT 44.04 31 52+87.21 13.00' RT 44.36 32 15+36.71 13.00' LT 44.16 33 52+33.45 11.00' LT 43.69 34 52+53.45 11.00' LT 44.03 35 52+64.45 IN 44.20 HN 36 52+75.16 71.00'LT 44.36 37 52+87.16 44.53 38 52+64.44 23.36' LT 44.13 39 52+75.14 23.38' LT 44.29 40 52+87.14 23.40' LT 44.46 41 15+92.95 13.11' LT 44.40 42 16+01.98 12.18' LT 44.18 Apftk r;Rj CITY OF RENTON vtwv Public Works Department APPROVED FOR CONSTRUCTION BY: VALUE DATE: VALUE LEGEND CONTRACTION JOINT (LONGITUDINAL & TRANSVERSE) CONSTRUCTION JOINT EXPANSION JOINT GENERAL NOTES 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-40.10-03. 2. JOINTS ARE NOT SHOWN FOR CEMENT CONCRETE SIDEWALK AREAS. SEE SHEET 28 FOR SCORED SIDEWALK CONCRETE DETAILS. 3. SEE SHEET 28 FOR URBAN DESIGN PAVEMENT LAYOUT. SEE SHEET 14 FOR ROADWAY SCORE JOINT LOCATIONS AND SHEET 30 FOR SCORE JOINT DETAILS. 4. 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). 5. 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. 6. 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. 7. 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. 8. ANY DAMAGE TO THE CURING MATERIAL DURING THE SAWING OPERATIONS. SHALL BE REPAIRED IMMEDIATELY AFTER THE SAWING IS COMPLETED. 9. 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. 10. LENGTH TO WIDTH RATIO BETWEEN JOINTS SHALL NOT EXCEED 1.5:1. JOINT SPACING SHALL NOT EXCEED 15'. 11. JOINT LOCATION IN SIDEWALKS SHALL BE LOCATED TO DIFFERENTIATE PANEL THICKNESS AND PAVEMENT TREATMENT, TYP. 12. ISOLATION JOINTS FOR STRUCTURES ARE NOT SHOWN ON THESE PLANS BUT SHALL BE CONSTRUCTED PER DETAILS ON SHEET 7 OR WSDOT STANDARD PLAN A-40.15-00 FOR ALL CATCH BASINS, MANHOLES, WATER VALVES AND MONUMENTS. 13. PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO THE CENTERLINE FOR ALL CONCRETE IN STREET. 14. CLEAN JOINTS BY SAWCUT OR HAND TOOL. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. 15. SEE CONCRETE ROADWAY JOINT DETAILS, SHEET 7. MAIN AVENUE S (S 3RD STREET TO MILL AVENUE S) CONCRETE PANEL PLAN 14 DRAWING NO. PROJECT NO. 14080 FED AID NO. ---- DATE: OCT 2016 SHEET NO. 14 OF 44 FLOW LINE POINTS 1 NUMBER STATION OFFSET ELEV DESCRIPTION 50 30+85.64 15.70' RT 42.72 PC, 8'R 51 30+78.72 11.72' RT 42.91 PRC, 5'R 52 30+74.41 9.25' RT 43.03 PT 53 30+63.46 9.25' RT 43.12 PC 15'R 54 30+37.59 16.47' RT 43.25 RAMP CL 55 30+36.84 16.78' RT 43.26 MIDPOINT 15'R 56 16+93.15 27.89' LT 43.42 PT 57 17+04.53 27.90' LT 43.52 MATCH SIDEWALK POINTS NUMBER STATION OFFSET ELEV DESCRIPTION 60 30+86.00 29.25' RT 43.61 BSW, MATCH 61 30+77.85 29.25' RT 43.76 1 BSW 62 30+65.85 29.25' RT 43.98 BSW 63 17+04.51 35.66' LT 44.07 1 BSW 64 30+75.85 17.17' RT 43.62 PLANTER 65 30+75.85 13.18' RT 43.55 PLANTER 66 30+65.85 17.16' RT 43.74 PLANTER 67 30+65.85 13.16' RT 43.67 PLANTER 50 6 25 64Al > 52 a 67 61 Z - 66 1 62 63 a / 0 57 °° ° 24 °° 56 7 54 35 55 22 y� �P °° cJ 21 �O 46 47 90 (_45 � 91 92 � 93 34 44 94 �� 104 19 ��/ 142 1 43 cJ 33 J� 95 �i 141 �1 1 106 18 0 105 FF=45.51 c 96 z 42 0= 107 1 STA 52+72.06, 34.85' LT STA 15+95.21, 29.37' RT �� r 32 A 52+53.57, 26.91' LT 41 97 S A 15+83.72, 29.74' RT 30 39 16 vJ� R 108 1 111 zL 31 ° °°°° 40 °°000°° I 0° x 109 112 113 °° (38 ° 1 0° °°°°°° 99 110 1 37 °°0°00o°°° 00 140 ° D2°° 17 ° STA 5 +31 15, 21.00' LT 14 15 G ° S 53+39.15, 18.00' LT ° °° 11 13 P °° °°°°° 12 °°° CURB TRANSITION �, CURB &GUTTER` G�6, 100 101 102 103 CURB TRANSITION CURB & GUTTER S 2ND ST 52 3 S 2ND ST 54 PLAN 0 N Al 0 5 10 20 30 SCALE IN FEET SURVEYED: KPG MAIN AVENUE S DRAWING NO. 15 DRAWN BY: OBI KIPG� RECORD DRAWING r;R) CITY OF RENTONInterdisciplinary Design (S 3RD STREET TO MILL AVENUE S) PROJECT NO. 14080 DESIGN BY: KPF Information shown on this record drawing Public Works Department 3131 Elliott Ave 2502JeffersonAve FED AID NO. ---- CHECK BY: JF describes as -designed components and/or RECORD DRAWING VS OBP 9 2018 Suite Tacoma, WA98402 as -constructed components. Information APPROVED FOR CONSTRUCTION DATE: OCT2016 A REVISE POINT ELEVATIONS KPF OBP 04 04 17 PROJ MGR: JF Seattle, WA98121 (253)627.0720 regarding as -constructed components was FLOW LINE & SIDEWALK LAYOUT PLAN (206) 286-1640 www.kpg.com provided by others and was not verified. BY: DATE: SHEET NO. 15 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14080SWPLN.dwg &BSW FLOW LINE POINTS - NW CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 10 51 +90.10 21.92' LT 42.97 MATCH 11 52+00.10 20.00' LT 43.10 AP 12 52+10.10 20.00' LT 43.23 AP 13 52+33.44 22.33' LT 43.54 BEGIN CONC RAMP 14 52+51.92 24.18' LT 43.93 PC, 42'R 15 52+53.44 24.33' LT 43.96 END CONC RAMP 16 52+75.14 34.14' LT 44.23 BEGIN CONC RAMP 17 52+74.67 33.74' LT 44.23 MIDPOINT 42'R 18 16+10.81 15.37' LT 43.95 PRC, 129'R 19 16+22.84 15.41' LT 43.79 END CONC RAMP 20 16+33.09 15.85' LT 43.70 PC, 30'R 21 16+47.54 25.43' LT 43.55 MIDPOINT 30'R 22 30+35.25 14.23' LT 43.47 RAMP CL 23 30+41.78 14.98' LT 43.38 PRC, 15'R 24 30+49.14 16.27' LT 43.19 PT 25 30+78.13 24.21' LT 43.50 MATCH n N 0 N N \ IN 0 0 00 0 z 0 z w w i c-) w D O i -. SIDEWALK POINTS - NW CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 30 51+90.20 30.00' LT 43.84 BSW 31 52+00.15 30.00' LT 43.77 BSW 32 52+10.10 30.00' LT 43.89 BSW 33 52+40.06 57.54' LT 44.50 BSW 34 16+27.21 43.33' LT 44.65 BSW 35 30+47.89 31.39' LT 43.96 BSW 36 30+78.13 30.00' LT 43.67 BSW 37 52+27.70 24.27' LT 43.99 BEGIN PLANTER 38 52+27.70 26.92' LT 44.02 PC, 38.95'R 39 52+51.73 29.22' LT 44.03 PT 40 52+51.73 26.68' LT 44.00 END PLANTER 41 15+96.96 23.94' LT 44.26 BEGIN PLANTER 42 15+99.54 28.52' LT 44.30 PC, 20'R, BEGIN SEAT WALL-C 43 16+12.45 25.50' LT 44.35 PCC, 40'R, BEGIN SEAT WALL-B 44 16+31.63 29.17' LT 44.36 BEGIN SEAT WALL A 45 16+39.69 27.45' LT 44.21 PT, END SEAT WALL -A 46 16+42.55 26.56' LT 44.15 AP 47 16+44.98 22.54' LT 44.07 END PLANTER FLOW LINE POINTS - NE CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 90 16+95.09 28.50' RT 43.24 MATCH, PC, 10'R 91 16+88.02 25.57' RT 43.30 PT 92 16+85.88 23.43' RT 43.33 PC, 10'R 93 16+78.81 20.50' RT 43.39 PT 94 16+69.60 20.50' RT 43.47 PC, 70'R 95 16+34.55 24.27' RT 43.72 MIDPOINT 70'R 96 16+25.31 25.12' RT 43.77 BEGIN CONC RAMP 97 15+95.77 26.85' RT 44.27 END CONC RAMP 98 15+92.35 26.95' RT 44.31 PT 99 15+85.59 27.00' RT 44.39 PC, 10'R 100 53+37.15 15.50' LT 44.64 PT 101 53+39.65 15.50' LT 44.67 BEGIN CONC RAMP 102 53+63.65 15.50' LT 44.18 END CONC RAMP 103 53+98.65 15.50' LT 44.04 MATCH SIDEWALK POINTS - NE CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 104 16+95.09 35.00' RT 43.96 1 BSW 105 16+35.30 33.30' RT 44.39 BSW 106 16+34.61 34.75' RT 44.40 BSW 107 16+29.58 33.81' RT 44.43 1 BSW 108 53+39.67 33.83' LT 44.50 BSW 109 53+43.14 31.83' LT 44.65 BSW 110 53+43.14 30.00' LT 44.82 1 BSW 111 53+66.18 30.00' LT 44.50 BSW 112 53+67.25 27.79' LT 44.65 BSW 113 53+98.65 27.84' LT 44.89 r` N 0 N N 0 0 00 0 z 0 z w w U w 0 -. S 2ND ST 52 53 S 2ND ST 54 CURB TRANSITION & CUTTE CURB - -- - A2 2 9<<FJ- CURB TRANSITION 118 119 120 121 c�'�9 GJ`� .`�, � 1 159 160 1 158 zi� 2 0 116 122 GJ� 157 161 162 A2 156 115 �F� 1 170 ° °° STA 53+40.06, 172 1 x °°o°° 171 1 II 117 �2 155 °°o°° 23.16' RT °° 174 ° 173 123 ° °° 4 0 0 © rF)°o°° 167 168 169 0 124 z oz STA 1 , o ,= 25.86' T 05 A2 SIDEWALK TO BE 125 z Q 166 CONSTRUCTED BY 126 � COSMOS DEVELOPMENT- 127 m icao__ 153 � U A2 wE�D N1\\\ w 129 �2 ' Ln 152 48 131 PLAN 2 N ACO 165 0 5 10 20 30 W SCALE IN FEET > a . Z Q x 164 I O SD I ® 150 nI IA2 V4 Of- . NJ Z_ 1L. U NJ SURVEYED: KPG DRAWN BY: i i�� r7na RD DRAWING , CITY OF RENTON MAIN AVENUES DRAWING NO. 1 Interdisciplinary Design � (S 3RD STREET TO MILL AVENUE S) PROJECT NO. 14080 DESIGN BY: hown on this record drawing Public Works Department RECORD DRAWING VS OBP 9 2018 3131 Elliott Ave 2502JeffersonAve -designed components and/orFED AID NO. ---- CHECK BY: Suite 400 Tacoma WA 98402REVISE POINT ELEVATIONS ON SW CORNER KPF OBP 05 12 17 ted components. Information APPROVED FOR CONSTRUCTION DATE: OCT 2016 REVISE POINT ELEVATIONS KPF OBP 03 30 17 PROJ MGR: JF Seattle, WA98121 (253)627-0720 -constructed components was FLOW LINE & SIDEWALK LAYOUT PLAN (206) 286-1640 www.kpg.com others and was not verified. BY: DATE: SHEET NO. 16 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 14080SWPLN.dwg FLOW LINE POINTS - SW CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 115 52+25.93 22.00' RT 43.17 MATCH, PC, 10'R 116 52+33.02 19.05' RT 43.45 2 PT 117 52+33.45 18.62' RT 43.47 BEGIN CONC RAMP 118 52+35.11 16.95' RT 43.50 PC, 10'R 119 52+42.20 14.00' RT 43.62 2 PT 120 52+53.45 14.00' RT 43.79 END CONC RAMP 121 52+66.25 14.00' RT 43.88 PC, 20'R 122 15+40.33 19.84' LT 43.99 MIDPOINT 20'R 123 15+26.71 14.01' LT 44.10 BEGIN CONC RAMP 124 15+26.21 14.00' LT 44.09 PT 125 15+20.72 14.00' LT 44.02 PC, 10'R 126 15+13.64 16.93' LT 43.91 PT 127 15+11.50 19.07' LT 43.87 PC, 10'R 128 15+06.72 21.73' LT 43.82 END CONC RAMP 129 15+04.43 22.00' LT 43.81 2 PT 131 14+99.18 22.00' LT 43.78 MATCH FLOW LINE POINTS - SE CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 150 14+70.69 21.95' RT 43.90 MATCH 151 14+80.70 19.00' RT 43.87 AP 152 15+06.70 19.00' RT 43.84 19.00' RT 43.94 BEGIN CONC RAMP 153 15+10.99 PC, 30'R 154 15+26.69 23.44' RT 44.35 END CONC RAMP 155 15+30.71 26.39' RT 44.38 MIDPOINT 30'R 156 53+39.72 20.63' RT 44.48 BEGIN CONC RAMP 157 53+45.12 19.37' RT 44.37 PT 158 53+63.72 16.78' RT 43.99 END CONC RAMP 159 53+76.58 14.99' RT 43.89 PC, 10'R 160 53+85.03 17.82' RT 43.83 1 PT 161 53+86.67 19.46' RT 43.81 PC, 10'R 162 53+93.74 22.39' RT 43.79 1 PT 163 53+98.65 22.39' RT 43.81 MATCH SIDEWALK POINTS - SE CORNER NUMBER STATION OFFSET ELEV DESCRIPTION 164 14+70.83 30.03' RT 44.71 BSW 165 14+83.67 34.50' RT 44.59 BSW 166 15+13.18 42.64' RT 44.69 BSW 167 15+25.68 42.66' RT 44.66 BSW 168 53+52.80 30.00' RT 44.65 BSW 169 53+98.65 30.00' RT 44.53 MATCH 170 53+68.82 18.59' RT 44.48 1 PLANTER 171 53+76.93 17.47' RT 44.42 PLANTER, PC, 7.5'R 172 53+82.82 19.18' RT 44.36 PLANTER 173 53+82.81 21.97' RT 44.38 1 PLANTER 174 53+68.82 21.95' RT 44.54 PLANTER n 00 N 0 N N 0 0 00 0 0 Co cn 0 / z CD w 0 / w 0 0 0 00 0 z 0 z w w cry c� w 0 EL / PLAN 0 5 10 20 30 SCALE IN FEET DRIVEWAY 1 STA 0+00 TO STA 0+60 6 .................0 ................ a ...................................................................................................................... ...................................................................................................................... o.................................................................o p p ............................ Ln 0 o.................... O O o p p Lc) + i...................................I... Ocfl 50 + p� ..........................!�`� + p ............................+ N p " �................ , p 50 „ ................................................................. .............................................. ,...................................,................................ Q v> vnl Il ............................... ~ II .......................(!�. ......................... �'� �EJ -EW J W J W 0- W ...................................................................................................................... 0— W 4�3�� 0.21�-- —__-121% - 2.00%--- -- — -- .......................................................................... ....EXLST..... ROUND........... 40 ................................:...............................................................................................................................................................................................................................................;................................ ...................................................................................................................... ...................................................................................................................... �� PROPOSED GROUND 40 ...................................................................................................................... ...................................................................................................................... 30 ................................ :...................................................................................................................................................................................................... 30 _...................................... ................................. 0+00 0+60 PROFILE HOR: 1 "=20' VER: 1 "=10' BRONSON WAY S 16+62.57 DRIVEWAY 2 & 3 1+02.39 / 14, 5s - O� In III fill MAUR PI 0+30�o a a ZA a OV" ° 9 G Al� , a \(b m .. A p a d , a 2 a 6 a a � 3 FF=45.51 '1••4 Lffi_- NJ _ •�� D" DR00 00 PLAN N 0 5 10 20 30 SCALE IN FEET DRIVEWAY 2 & 3 STA 0+00 TO STA 1+02 a AC T T GP S 2ND ST L54 n PLAN 0 5 10 20 30 SCALE IN FEET a CONSTRUCTION NOTES O1 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE C2 PER COR STD PLAN 104, 104.2, & 104.4. ALSO, SEE DETAILS SHEET 21. O CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE TYPE C213 PER COR STD PLAN 104, 104.2, & 104.4. ALSO, SEE DETAILS SHEET 21. O3 RECONSTRUCT HMA DRIVEWAY PER DETAIL SHEET 21. LEGEND DRIVEWAY 4 STA 0+00 TO STA 0+60 NEW PAVEMENT AREA OVERLAY AREA CEMENT CONC. SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE Of I 00 N O N N O 00 O 0 / 0 / z c� v� w 0 / In 0 0 O 00 O z O z w w cr) O w O w w CONCRETE ROADWAY RAMP C a a a EMIT L 4 ` 4 Q Q Q d p d a 20, wA a RoA RAMP \_ SAWCUT AS INDICAT PLANS. NEW PAVEMENT FLUSH WITH EXISTING PAVE PROVIDE TACK AND COA SEAL JOINT WITH AR4000. CEMENT CONC. TRAFFIC CURB BEGINS WITH 0" EXPOSURE CEMENT CONC. TRAFFIC CURB BEGINS WITH 0" EXPOSURE. END CURB & GUTTER WITH 0" EXPOSURE. CEMENT CONC. TRAFFIC CURB ENDS WITH 0" EXPOSURE. BEGIN CURB & GUTTER a "CEMENT CONC. DRIVEWAY a ° ° 4a ENTRANCE" PAY LIMIT pRj SEW ° 6' Q —"CEMENT CONC. DRIVEWAY a ° AY E'1v G E Q ° apR�� ENTRANCE PAY LIMIT CONCRETE ROADWAY RAMP - a° a ° RANGE ° a° a a a VAS My ENT Cp/vc u 4 ° Ea 1 4 c�TTER a RoApw a A Y RAMp DRIVEWAY D1 DETAIL N TS HMA CL Y" PG 64-22 1JIJlYlI r,,a I L_Li 1+ USBC SUBGRADE PARKING AND DRIVEWAY PAVEMENT NOTES: 1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. HMA DRIVEWAY DETAIL N TS CURB & GUTTER ENDS WITH 6" EXPOSURE. CURB & GUTTER BEGINS WITH 0" EXPOSURE. DRIVEWAY D2 DETAIL N TS CEMENT CONC. TRAFFIC CURB BEGINS WITH 6" EXPOSURE. n 0 0 cl� c� 0-') m 0 0 0 u 0 CD z c-D w 0 i 0 0 0 0 0 z 0 z w i w 6 n i PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. ALL STATIONS AND OFFSETS ARE TO CENTER OF FEATURE, SEE SCHEDULE THIS SHEET. 2. SEE SIGNALIZATION PLANS, SHEETS 22-27, FOR SIGNAL AND LUMINAIRE STATIONS AND SCHEDULE. CONSTRUCTION NOTES 0SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 30. OSCORED CEMENT CONCRETE CROSSWALK PAVEMENT PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. MEDIUM BROOM FINISH. OSCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1. SEE DETAIL, SHEET 30. OSCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 2. SEE DETAIL, SHEET 30. OPLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 34-35. O9 CONCRETE SEAT WALL. SEE DETAIL, SHEET 31. 11 DOWNTOWN GATEWAY SIGN. SEE DETAIL, SHEET 31. 15 DECORATIVE PEDESTRIAN LUMINAIRE AND POLE WITH BANNER. SEE SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. 20 WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 30. a 21 LANDSCAPE STRIP FENCINGO&O SEE DETAIL, SHEET 32. 22 STREETSCAPE FENCING. SEE DETAIL, SHEET 32. 23 RELOCATED PLAQUE. SEE DETAIL, SHEET 30. 26 SEE ENLARGEMENT LAYOUT PLAN, SHEET 29. 27 SIDEWALK/DRIVEWAY EDGE. SEE DETAIL, SHEET 30. 28 ACCENT CONCRETE PAVER. SEE DETAIL, SHEET 30. 30 LED UPLIGHT ILLUMINAIRES. SEE DETAIL, SHEET 31 AND SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. RELOCATED PLAQUE SCHEDULE STATION OFFSET 53+75.80 22.94' RT NOTE: PLAQUE LOCATIONS TO BE APPROVED BY LIZ STEWART AT RENTON HISTORY MUSEUM PRIOR TO INSTALLATION. WASTE RECEPTACLE SCHEDULE STATION OFFSET 16+48.80 45.68' LT 4'X4' SCORED CEMENT CONCRETE INTERSECTION LE( GENERAL NOTES �\ U I YK rnvivi tsvur\ yr VV/HLr\ iv HVviu 1. ALL STATIONS AND OFFSETS ARE TO CENTER OF FEATURE, SEE CEMENT CONCRETE PAVEMENT - STANDARD 1 D \ EXISTING DUCT BANK AT ORIGINAL SCHEDULE THIS SHEET. � w\I nrATInN Aim ](�T I OrATION OF ;'NONNONNONNINNONNONNONNINNONNINONNINNONNONONNONNONNONNONNINONNINNONNONNONNONONNIN/ ONION PROPOSED JUNCTION BOX AS NEEDED. 2. SEE SIGNALIZATION PLANS, SHEETS 22-27, FOR SIGNAL AND COLORED CEMENT CONCRETE PAVEMENT —FLAGSTONE BROWN . _ son NONNON— — — — — LUMINAIRE STATIONS AND SCHEDULE. COLORED CEMENT CONCRETE PAVEMENT —PALOMINO VEHICULAR BOLLARD SCHEDULE STATION OFFSET 52+72.52 18.88' RT 52+75.05 38.94' LT 53+25.27 37.97' RT 53+41.65 19.03' LT WASTE RECEPTACLE SCHEDULE STATION OFFSET 53+41.70 30.55' LT 53+42.01 31.92' RT L52+72.29 38.87' LT n 0 o 0 N N 7D m n- 0 00 0 �r O 0 z c� w 0 i w O 0 0 0 0 z 0 z LI w i w 0 w w U U PLAN '(f 0 5 10 20 30 SCALE IN FEET SCORED CEMENT CONCRETE INTERSECTION ENLARGEMENT LAYOUT PLAN N TS CONSTRUCTION NOTES 0SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 30. OSCORED CEMENT CONCRETE CROSSWALK PAVEMENT PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. MEDIUM BROOM FINISH. OSCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1. SEE DETAIL, SHEET 30. OPLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 34-35. 9O CONCRETE SEAT WALL. SEE DETAIL, SHEET 31. Al APT SGULPTURE FOUNDATIGN. SEE DETAIL, SHEET �2. ING DELETED BY i DIRECTIVE 37 11 DOWNTOWN GATEWAY SIGN. SEE DETAIL, SHEET 31. 12 SCORED CEMENT CONCRETE APPROACH PAVEMENT. SEE DETAIL, SHEET 14. S UTILITY CABINET BOX WRAP (3 TOTAL). 15 DECORATIVE PEDESTRIAN LUMINAIRE AND POLE WITH BANNER. SEE SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. 16 SIGNAL TYPE PS, I, OR PPB. SEE SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. 17 DECORATIVE SIGNAL POLE WITH LUMINAIRE. SEE SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. 18 DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. 20 WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 30. 21 LANDSCAPE STRIP FENCINGOA & OB SEE DETAIL, SHEET 32. 22 STREETSCAPE FENCING. SEE DETAIL, SHEET 32. 25 VEHICULAR BOLLARD. SEE DETAIL, SHEET 30. 27 SIDEWALK/DRIVEWAY EDGE. SEE DETAIL, SHEET 30. 28 ACCENT CONCRETE PAVER. SEE DETAIL, SHEET 30. 30 LED UPLIGHT ILLUMINAIRES. SEE DETAIL, SHEET 31 AND SIGNALIZATION PLANS AND DETAILS, SHEETS 22-27. 35 CIRCLE BIKE RACK PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 30. FINAL LOCATION TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. w 0 0 N N 0 i m m 0 00 0 i O 0 z w 0 w O U 0 0 Go 0 i z 0 z w w i w 0 w w NOTE: MINIMUM DISTANCE BETWEEN EXPANSION JOINTS IS 15'. EXPANSION JOINT DETAIL NTS CV 1 /8" �I✓ d a � a ° �a a a a a a 4 ° d POURED JOINT SEALER EXPANSION JOINT WITH JOINT FILLER, TYP. SIDEWALK, DRIVEWAY, OR CROSSWALK 4" CSBC ARCHITECTURAL SCORE JOINT, TYP. SIDEWALK, CROSSWALK, DRIVEWAY, OR INTERSECTION NOTE: CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. co I ARCHITECTURAL SCORE JOINT DETAIL NTS LIFTING EYE VEHICULAR BOLLARD LIFTING EYE VEHICULAR BOLLARD PER VEHICULAR BOLLARD MANUFACTURER'S RECOMMENDATION FINISHED GRADE/SCORED CEMENT CONCRETE SIDEWWALK, TYP. a a° as d - a av a a a a � g r� a d i a a 4 b d ° 4 4 a as Q d d N a a d '4 d d d Q a SECTION VEHICULAR BOLLARD DETAIL NTS 2'-8" SQUARE, CIP FOOTING 1 /2" RADIUS X a PLANTING AREA. SEE LANDSCAPE °� PLANS AND DETAILS, _ SHEETS 34-35 a a d d III SIDEWALK OR SIDEWALK EDGE PLANTER EDGE DETAIL NTS BIKE RACK OR WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS FINISHED GRADE 1 /2" S.S. LOCK NUT 1 /2" S.S. FLAT WASHER LEVELING WASHERS STAINLESS STEEL CONCRETE ANCHOR BOLT, LENGTH PER MANUFACTURER SURFACE MOUNT DETAIL NTS MIN. Y" PLAN PLANTING AREA GROUT JOINT, TYP. ACCENT CONCRETE PAVER PERPENDICULAR TO CURB, TYP. CEMENT CONCRETE CURB SIDEWALK/DRIVEWAY EDGE. SEE DETAIL, THIS SHEET GROUT JOINT, TYP. SEE DETAIL, THIS SHEET ADA TACTILE WARNING STRIP OR SIDEWALK EDGE, SEE DETAIL, THIS SHEET EXPANSION JOINT, TYP. SEE DETAIL, THIS SHEET ACCENT CONCRETE PAVER, TYP. CEMENT CONCRETE CURB OR EDGE OF DRIVEWAY 4" CEMENT CONCRETE 4" CSBC ARCHITECTURAL SCORE JOINT, TYP. SEE DETAIL, THIS SHEET SCORED CEMENT CONCRETE SIDEWALK, LIGHT SANDBLAST FINISH, TYP. SCORED CEMENT CONCRETE SIDEWALK DETAIL NTS PLANTING AREA CONCF ACCENT CONCRETE PAVER DETAIL NTS GROUT JOINT DETAIL NTS SECTION PAVER, TYP. GROUT JOINT, TYP. ACCENT CONCRETE PAVER EXPANSION JOINT, TYPICAL. SEE DETAIL, THIS SHEET CEMENT CONCRETE VALLEY CURB 1 /2" MORTAR BED 4" CEMENT CONCRETE 4" CSBC 5(UUKLU CONCRETE ACID WASH FINISH, TYP. SCORED CEMENT CONCRETE SIDEWALK SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 2, LIGHT SANDBLAST FINISH, TYP. ARCHITECTURAL SCORE JOINT, TYP. SEE DETAIL, THIS SHEET EXPANSION JOINT, TYP. SEE DETAIL, THIS SHEET DIRECTION OF CEMENT CONCRETE CURB TRAFFIC SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 2 DETAIL NTS DUURCU OF IVICIV I >- CONCRETE SIDEWALK N 2'-0" TYP. CIf1FWAI k /nRl\/FWAY SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1, LIGHT SANDBLAST FINISH, TYP. EXPANSION JOINT, TYP. SEE DETAIL, THIS SHEET ARCHITECTURAL SCORE JOINT, TYP. SEE DETAIL, THIS SHEET CEMENT CONCRETE CURB EDGE. SEE DETAIL, UIKLU I IUN OF THIS SHEET TRAFFIC SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1 DETAIL NTS LANDSCADC CTDID FENCIN( SHEET ARCHITI SCORE SEE DE SHEET EXPANSIuN juIN i. btt DETAIL, THIS SHEET STATION/OFFSET PER PLANS RELOCATED PLAQUE 3/" WIDE GROUT, TYP. 1 /2" THICK LATEX PORTLAND CEMENT MORTAR SCORED CEMENT CONCRETE SIDEWALK RELOCATED PLAQUE DETAIL NTS nrAIrAIT nnnlnnr-Tr- SIDEWALK/DRIVEWAY EDGE DETAIL NTS N OTES: 1. RELOCATED PLAQUE SHALL BE ORIENTED WITH ARCHITECTURAL SCORE JOINTS OF SCORED CEMENT CONCRETE SIDEWALK. 2. ENGINEER TO FIELD VERIFY, EXACT LOCATION OF PLAQUE PRIOR TO INSTALLATION. EDGE OF ROADWAY 2' WIDE SIDEWALK/DRIVEWAY EDGE, MEDIUM/HEAVY SANDBLAST FINISH ADA TACTILE WARNING STRIP PLANTING AREA SCORED CEMENT CONCRETE SIDEWALK OR SCORED CEMENT CONCRETE SIDEWALK TYPE 1 NOTE: SIDEWALK/DRIVEWAY EDGE TO SHALL EXTEND TO ADA TACTILE WARNING STRIP, EXPANSION JOINT, ADA RAMP, OR ARCHITECTURAL SCORE JOINT AT LANDSCAPE STRIP FENCING, SEE PLANS OR ART SCULPTURE FOUNDATION DETAIL, SHEET 32 FOR OTHER CONDITIONS. Un I CL 0 r� 0 N N 0 I m 0 00 0 i O i 0 i z c� w 0 c- 0 0 0 00 0 i z 0 z w w i w 0 w i 2" CSBC SHALL BE FLUSH WITH BOTTOM OF LUMINAIRE COVER I- LED LUMINAIRE UPLIGHT 4" CSBC SECTION PLANTING AREA, TYP. CIP FOOTING DOWNTOWN GATEWAY SIGN, SEE DETAIL, THIS SHEET LED LUMINAIRE UPLIGHT, TYP. '-4" DIA. CSBC, TYP. 21'-0" N1'-3", TYP. m ' lDQWNTOW N PLAN LED LUMINAIRE UPLIGHT DETAL 1'-3" TYP. NTS SCORED CEMENT C SIDEWALK EDGE. SEE SH CONCRETE STEF DETAIL, SH AlLAYOUT PLAN CONCRETE SEAT WALL -A. STA/OFF REFERENCING POINT B CSBC, TYP. LED LUMINAIRE UPLIGHT, TYP. DOWNTOWN GATEWAY SIGN. SEE DETAIL, THIS SHEET PLANTING AREA ACCENT CONCRETE PAVER. SEE DETAIL, SHEET 30 STA/OFF REFERENCING POINT A CONCRETE SEAT WALL-B SCORED CEMENT CONCRETE APPROACH PAVEMENT L CONCRETE SEAT WALL-C I=1 11 i-11 STA/OFF REFERENCE POINT A, ; STA 16+21.53 OFFSET 21.45 L 6'-4" TYP. SKATE DETERRENT NOTCH, TYP. TOP OF SEAT WALL OR CONCRETE STEP FACE OF SEAT WALL (SIDEWALK SIDE) CHAMFER SKATE DETERRENT NOTCH PLAN Al NOTES: 1. INSTALL ALL DOWNTOWN GATEWAY SIGN COMPONENTS LEVEL AND PLUMB. U, w 2. ELECTRONIC GRAPHIC FILE OF DOWNTOWN LETTERS TO BE Q � > PROVIDED BY ENGINEER PER CONTRACTOR'S REQUEST TOWARDS PRIOR TO FABRICATION. 3. ENGINEER TO FIELD VERIFY LOCATION AND ORIENTATION OF DOWNTOWN GATEWAY SIGN PRIOR TO INSTALLATION. rc X Q BACKDROP PLATE GATEWAY LETTER, TYP. r- cl:: 1" RADIUS, TYP. N r cV CIP FOOTING, TYP. : m POST (BEHIND), TYP. FINISHED GRADE/ PLANTING AREA z STA/OFF REFERENCE POINT B, STA 16+35.84 OFFSET 23.14 L FRONT ELEVATION 0 DOWNTOWN GATEWAY SIGN DETAIL NTS TOP OF SEAT WALL CONSTANT ELEVATION z rn CONCRETE SEAT WALL -A VERTICAL RIBBED FINISH, TYP. CONCRETE SEAT WALL DETAIL NTS CONCRETE SEAT WALL-B VERTICAL RIBBED FINISH, TYP. EQ. 3' O.C., <3', TYP. TYP. 0 I a as I a a a a. SECTION 1 /4" THICK BACKDROP PLATE, WELD TO POST 1" THICK GATEWAY LETTER, WELD TO BACKDROP PLATE TOWARDS ROADWAY 3" SQ X %" THICK POST, EPDXY INTO SLEEVE WITHIN FOOTING, LEVEL AND PLUMB CIP FOOTING 1/2" CHAMFER ON ALL TOP EDGES PLANTING AREA, TYP. CIP FOOTING, TYP. SEE STRUCTURAL DETAIL B ON SHEET 33 Al 4" CSBC — 3" LENGTH SKATE EQ. DETERRENT NOTCH, TYP. <3', TYP. SEE DETAIL, THIS SHEET � — SMOOTH ARCHITECTURAL FINISH, TYP. � —CHAMFER — REVEAL, TYP. — VERTICAL RIBBED FINISH, TYP. SEE DETAIL, THIS SHEET CONCRETE SEAT WALL ,— FINISHED GRADE CONCRETE SEAT WALL—C LNU LLLVA I IUIN FOR CONCRETE SEAT WALL FOOTINGS SEE STRUCTURAL DETAILS, SHEET 33 ]ITECTURAL FINISH ON AND SIDES ;HAMFER ON ALL SIDES c1Y" REVEAL ON ALL SIDES, TYP. TICAL RIBBED FINISH. DETAIL, THIS SHEET ICRETE SEAT WALL ,,,ISHED GRADE w 0 0 N N 0 i m n- 0 00 0 i O / 0 CD z c� w 0 / w 0 0 00 0 i z 0 z w w / w 0 w w / OF CAP OF CAP AND POST AND POST LENGTH = 3' 6" OR LESS POST CAP, TYP. SEE DETAIL, TOP RAIL THIS SHEET STRAIGHT MIDDLE RAIL VERTICAL RAIL, TYP. POST, TYP. 0 LANDSCAPE STRIP FENCING N if BOTTOM RAIL ;�, FINISHED GRADE EQUAL 4" MAX SIDE ELEVATION NOTES: 1. SHOP DRAWINGS OF ALL FENCING TYPES SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS. CORNER CONNECTIONS SHALL TO MECHANICAL TO AID IN TRANSPORTATION AND INSTALLATION. 2. ALL FENCING PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON —SITE DELIVERY. 3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. ALL FENCING POSTS, TOP RAILS, BOTTOM RAILS, VERTICAL RAILS, ARCHED MIDDLE RAILS, STRAIGHT MIDDLE RAILS, AND BASE PLATES SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND DELIVERY TO THE JOB SITE. 5. BASE PLATE, BOTTOM AND TOP RAILS SHALL MATCH SLOPE OF FINISHED GRADE OF SIDEWALK. 6. CONTRACTOR TO PROVIDE TOLERANCES WITH SLEEVES FOR ALL FENCING TYPES PRIOR TO INSTALLATION PER THE SPECS. 7. ALL ARCS SHALL BE SMOOTH AND CONTINUOUS. 8. ALL SPACING DIMENSIONS FOR POSTS ARE APPROXIMATE. VERIFY IN FIELD PRIOR TO FABRICATION. J STATION ET PER PLANS Q Lj 2'-01) r—O» LENGTH = GREATER THAN 3'-6", MAX LENGTH = 5-0" 0 � OF CAP OF CAP AND POST AND POST POST CAP, TYP. SEE EQ. EQ. DETAIL, THIS SHEET � EXPAN`. ARC MIDDLE RAIL JC TOP RAIL FINIAL C­4 >- VERTICAL RAIL, TYP. SEE DE] SHEET POST, TYP. LANDSCAPE STRIP FENCING BOTTOM RAIL FINISHED GRADE 4" MAX. EQUAL SPACING, TYP. 4" MAX FRONT ELEVATION ART SCULPTURE FOUNDATION — SANDBLAST FINISH, TYP. d �N N » 4'-9 4'-10" 4'-9" 4,-9» 4,-9" 4,-9» LANDSCAPE STRIP FENCING OO PLAN VERTICAL_5WED FINISH, TYP. SEE IL, SHEET 31 2" CHAMFER ON ALL SIDES EXPANSION JOINT, TYP. SEE DETAIL, SHEET 30 CONCRETE STEP i SANDBLAST FINISH, TYP. Y" CHAMFER ON ALL SIDES 3" TALL SKATE DETERRENT NOTCH, 12 TOTAL EQUALLY SPACED APPROX. 3'-1 ", TYP. SEE DETAIL, SHEET 31. FINISHED GRADE EXPANSION JOINT, TYP. SEE ETAIL, SHEET 30 FOR CO E STEP FOOTING SEE STRUCTURAL D SHEET 33 4" CSBC cV � OF CAP, POST, AND PLANTER BAND SECTION A —A' 4C' TOP RAIL, TYP. POST, TYP. NNPLANTING AREA PLANTER BAND I N POST CAP. SEE DETAIL, THIS SHEET 2" SQ X %6" THICK METAL POST, INSTALL VERTICAL AND PLUMB LANDSCAPE STRIP FENCING FINISHED GRADE Y" CHAMFER (PLANTING SIDE) PLANTING AREA, TYP. 9" SLEEVE TO ACCOMMODATE POST, FILL WITH NON —SHRINK GROUT AFTER LANDSCAPE FENCING INSTALLATION 6" WIDE X 12" DEEP CEMENT CONCRETE PLANTER BAND, INSTALL FLUSH WITH SIDEWALK SECTION B—B' 4'-6" _ _ 4'-6" _ _ 4'-6" "III"l LANDSCAPE STRIP FENCING OB PLAN LANDSCAPE STRIP FENCING N TS D� /l /'� ITVn� I IAII rf'`P` AI/�Trn /l TI Irn un P`r ELEVATION DETAIL POST, TYP. TOP RAIL, TYP. VERTICAL RAIL, TYP. BOTTOM RAIL, TYP. FINISHED GRADE TOP RAIL, TYP. POST, TYP. I N -- PLANTING AREA PLANTER BAND CV ` N BASE PLATE, TYP. -/ POST CAP PLAN STREETSCAPE FENCING DETAIL FINIAL, WELD TO TOP RAIL, SEE DETAIL THIS SHEET 1Y" TALL X 2" WIDE X Y" THICK METAL TOP RAIL Y" SQ X 316" THICK METAL VERTICAL RAIL, INSTALL VERTICAL AND PLUMB 1" TALL X 516" THICK METAL FLAT BAR, STRAIGHT OR ARC MIDDLE RAIL, WELD TO VERTICAL RAIL LANDSCAPE STRIP FENCING 1Y" TALL X 2" WIDE X Y" THICK METAL BOTTOM RAIL POST ELEVATION f 2 1 /4" N POST CAP SEAL WELD POST CAP TO POST TOP RAIL, TYP. POST CAP �. POST CAP PLAN TOP RAIL, TYP. 'OST, TYP. I Z \ `—PLANTING AREA 'PLANTER BAND LANDSCAPE STRIP FENCING OO PLAN nnc,T n n n POST CAP ELEVATION f 22/�» N TS POST CAP SEAL 1 POST c POST TOP R� 0 0---------- BOLT, TYP. BASE PLATE, WELD TO POST 0 o POST BASE PLATE PLAN SECTION POST CAP. SEE DETAIL, THIS SHEET 2"X1Y2"XY"THICK METAL TOP RAIL 1"X1"SQXYs"THICK METAL VERTICAL RAIL, INSTALL VERTICAL AND PLUMB ZY"SQX316"THICK METAL POST, INSTALL VERTICAL AND PLUMB 2" X 1Y" X Y" THICK METAL BOTTOM RAIL (4) J/2" 0, 6" LENGTH ANCHOR BOLT WITH (4) BOLT COVERS, SIZED TO FIT 5" SQ X %" THICK METAL BASE PLATE WITH BOLT COVERS THICKENED EDGE SIDEWALK. SEE DETAIL, SHEET 7 w z. 119, O 2 d Im 4 N. CD N C. SECTION A -A (6)#4 BAR f cl�T Ci UUA TIMI PLAN DETAIL B REINFORCEMENT DETAILS NTS W3.5 SPIRAL ® 6" PITCH t .". ry r U r 2r`opt r � 3" "' CLR nCTA II (' #4 0 8- O.C. TYP #4 TYP SURVEYED: KPG DRAWN BY: JM DESIGN BY: Wz CHECK BY: MH PROJ MGR: DO FILE: 16028-PH1 (08-19-16).dwg CiviLTECH RD DRAWING ® CITY OF RENTON Public Works Qeportment APPROVED FOR BI❑ BY: DATE: MAIN AVENUES (S 3RD STREET TO MILL AVENUE S) STRUCTURAL DETAfLS DRAWING NO. 33 PROJECT NO. 14080 FED AI❑ NO. DATE: AUG 2016 SHEET NO. 33 OF 44 hown on this record drawing —designed components and/or rdescribes ted components. Information —constructed components was others and was not verified. RECORD DRAWING VS OBP 9 2018 NUMBER REVISION DESCRIPTION BY APP. DATE CONSTRUCTION NOTES 0 N N 0 co 0 i 0 0 0 0 z w 0 0 0 0 0 00 0 z 0 z w cn c� w D 0 i — FO MATCH LINE STA 14+50 THIS SHEET PIPE SIZE CHART GPM SIZE 0 — 8 3/4" 8 — 15 1" 15 — 22 11/4" 22 — 35 1 y2" 35 — 55 2" NOTE: ALL IRRIGATION MAII` SHALL BE 1Y4" PVC SCH 4( UNLESS OTHERWISE NOTED PLANS S2ND ST SPRAY SYSTEM FOR PLANTERS 20 40 SCALE IN FEET 0 10 20 40 60 MATCH LINE STA 14+50 THIS SHEET SCALE IN FEET 1 /2" FEMALE ADAPTER FOR 1 /4" MICROTUBING 1 /2" PVC NIPPLE 1/2" PVC RISER BRICK SUPPORTS, TYP. EACH CORNER PVC LATERAL SUPPLY LINE SIZE AS NEEDED %��% S x T ADAPTER, SIZE AS NEEDE (TEE WHERE APPLICABLE FOR SUPPLY TO NEXT LUMINAIRE) PVC TEE OR ELBOW 0 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC 0 INSTALL MAIN AND LATERAL LINES IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. OCOORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT LOCATIONS. 0 REMOVE EXISTING IRRIGATION CONTROLLER FROM SE CORNER OF BUILDING AT THE "LOFTS AT SECOND AND MAIN". INSTALL NEW IRRIGATION CONTROLLER (TO BE PROVIDED BY THE CITY OF RENTON); LOCATION SHOWN IS APPROXIMATE. COORDINATE WITH COSMOS DEVELOPMENT COMPANY FOR POWER AND PHONE CONNECTION, AND LOCATION OF EXISTING CONDUIT FOR WIRE RUNS. EXTEND IRRIGATION WIRING, INCLUDING SPARE WIRING, FROM NEW CONTROLLER TO PROPOSED IRRIGATION VALVES. EXTEND IRRIGATION WIRING TO RECONNECT EXISTING VALVES. 0 EXISTING METER AND POINT OF CONNECTION FOR THE "LOFTS AT SECOND AND MAIN". EXISTING SLEEVING FOR IRRIGATION MAIN LINE AT BACK OF CURB; 0 6 LOCATION SHOWN IS APPROXIMATE. EXTEND IRRIGATION MAIN THROUGH SLEEVING TO NORTH SIDE OF 2ND AVENUE. CONTRACTOR MAY USE 3/4" POLYPIPE AS NECESSARY TO EXTEND MAINLINE FROM EXISTING POC TO ACCESSIBLE LOCATION IN PAVEMENT ON SW CORNER OF MAIN AND 2ND. LOCATE CONNECTION FOR POLYPIPE TO 1-1/14" RIGID PVC IN PAVEMENT RATED VALVE BOX FOR FUTURE ACCESS. CONNECT TO EXISTING IRRIGATION MAIN LINE IN PLANTER; LOCATION 0 Z SHOWN IS APPROXIMATE. COORDINATE WITH COSMOS DEVELOPMENT COMPANY FOR LOCATION OF EXISTING MAIN LINE. INSTALL DRIP IRRIGATION IN PEDESTRIAN LUMINAIRE POLE. SUPPLY 0 8 EQUIPMENT AS SPECIFIED; SEE DETAILS, SHEET 33B AND ILLUMINATION DETAILS, SHEET 26 INSTALL DRIP ACCESS VALVE BOX IN PAVEMENT OR PLANTER FOR 0 9 DRIP CONNECTION TO LUMINAIRE; SEE IRRIGATION DETAILS THIS SHEET, SHEET 33B AND ILLUMINATION DETAILS, SHEET 26 CONNECT MAINLINE TO DRIP CONTROL VALVE, SEE SPRAY IRRIGATION 2 10 SYSTEM THIS SHEET. O11 EXISTING LATERAL DRIP LINE, SLEEVING AND DRIP CONTROL VALVE FOR THE SOUTH SIDE OF S 2ND ST AND THE WEST SIDE OF BRONSON WAY ARE NOT SHOWN ON PLAN. EXTEND PIPING AS REQUIRED FROM DRIP ACCESS BOXES, INSTALL CONNECTION PER DRIP CONNECTION DETAIL AND EXTEND DRIP PIPING THROUGH SLEEVING TO LUMINAIRE POLE. DRIP ACCESS VALVE BOX, SEE GENERAL EXISTING POLYPIPE IN HDPE SLEEVING FROM EXISTING TREE WATERING NOTES SHEET 33B 2 12 ZONE. CUT INTO AND EXTEND TO PLANTER. LOCATE CONNECTION IN FINISH GRADE PLANTING NEW PLANTER AREA. CONTRACTOR SHALL INSTALL NETAFIM TECHLINE AREA CV DRIP EMITTER SYSTEM, CONNECTED TO TREE WATERING ZONE, FOR PLANTER AREA THIS LOCATION ONLY. BARK A 13 INSTALL 2 FLEXIBLE 3/4" POLYPIPES IN SLEEVE UNDER NEW 0 MULCH CROSSWALK PAVEMENT TO PLANTING AREA, FOR PLANTER IRRIGATION AND DRIP IRRIGATION TO ILLUMINATION POLE FLOWER BASKETS. TOPSOIL TYPE A, TY& 1 /4" MICROTUBING TO PEDESTRIAN LUMINAIRE POLE 1" CONDUIT SWEEP TO LUMINAIRE BASE, SEE SHEET 26 COMPACTED SUBGRADE DRIP ACCESS VALVE BOX IN PLANTER FOR CONNECTION TO LUMINAIRE POLE 0 IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. L ® 6Q 6H RAINBIRD 1806-6 VAN SERIES 4 44 EST SST RAINBIRD 1806-15 STRIP SERIES � RAINBIRD 1806-15 END STRIP, W/ PCS 030 8Q A RAINBIRD 1806 8 VAN SERIES DRIP IRRIGATION LEGEND SYMBOL DRIP CONNECTION VALVE BOX � D DRIP CONTROL VALVE SEE SHEET 33B FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. WAI n 0 N N on w 0 0 Do O i O i 0 z w 0 n 0 0 0 00 0 i z 0 z w i w 0 i IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION ® ® RAINBIRD 1806-6 VAN SERIES SHRUB HEAD — 6" PLASTIC POP—UP. ADJ ARC NOZ, 4'-6' RADIUS AT 30 PSI. INSTALL ON SWING JOINT, SEE DETAIL THIS SHEET 8Q 8H A 44 EST SST RAINBIRD 1806-15 STRIP SERIES SHRUB HEAD — 6" PLASTIC POP—UP. 5'x15', 5'x3O' AT 30 PSI. SIDE & END STRIP NOZZLE, INSTALL ON SWING JOINT, SEE DETAIL THIS SHEET 2 RAINBIRD 1806-15 END STRIP SHRUB HEAD — 6" PLASTIC POP—UP. 3'X12' AT 30 PSI. END STRIP NOZZLE, INSTALL ON SWING JOINT, SEE DETAIL THIS SHEET W PCS-030 8Q 8H RAINBIRD 1806-8 VAN SERIES SHRUB HEAD — 6" PLASTIC POP—UP. ADJ ARC NOZ, 6'-8' RADIUS AT 30 PSI. INSTALL ON SWING JOINT, SEE DETAIL THIS SHEET SENTINEL (1) 9—STATION OUTDOOR CONTROLLER TO BE PROVIDED TO THE CONTRACTOR BY THE CITY OF RENTON. PROVIDE 3 © TORO SATELLITE SPARE WIRES (RED) FROM CONTROLLER THROUGH EACH CONTROL VALVE BOX, TO FURTHEST VALVE BOX FROM SCN09WS3U CONTROLLER. RAINBIRD PEB AUTOMATIC CONTROL VALVE — SIZE AS NOTED ON PLAN. POC EXISTING POINT OF CONNECTION EXISTING IRRIGATION METER — — PVC SCH 40, IRRIGATION MAIN LINE - 24" MIN COVER PVC SCH 40, LATERAL SUPPLY LINE- 18" MIN. COVER - SIZE AS NOTED. — — — — — SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. 1 INDICATES VALVE# 10.5 INDICATES APPROX. GPM 1" INDICATES VALVE SIZE SUPPLY (1) DRIP BUBBLER ON SPIKE PER FLOWER BASKET (TWO BASKETS PER LUMINAIRE). FLOW RATE BASED ON APPROX 4GPH A aD FLOWER BASKET DRIP EQUIPMENT 15-30PS1. SUPPLY TUBING FROM PAVEMENT PR PLANTER VALVE BOX CONNECTION (SEE DETAIL, THIS SHEET AND SHEET 33A) TO LUMINAIRE POLE AND UP TO ACCESS HOLE PROVIDED FOR MICROTUBING AT FLOWER BASKETS. SPLIT SUPPLY LINE OUTSIDE POLE WITH 1 /4" BARBED TEE TO SUPPLY MICROTUBING TO EACH HANGING BASKET ARM. COIL 3' EXCESS (MIN.) MICROTUBING IN EACH BASKET LOCATION. TIE MICROTUBING TO LUMINAIRE ARMS NEATLY WITH BLACK WIRE TIE OR OTHER APPROVED TIE. SUPPLY CITY OF RENTON WITH REQUIRED NUMBER OF DRIP EMITTERS AND SPIKES FOR FUTURE BASKET INSTALLATION. SEE ADDITIONAL NOTES THIS SHEET. AD 3/4" DRIP CONTROL VALVE ASSEMBLY EACH DRIP ZONE TO INCLUDE (SEE DRIP CONTROL VALVE DETAIL, THIS SHEET): 1. DRIP CONTROL (LOW FLOW) VALVE 2. 3/4" PRESSURE REGULATING FILTER 3. PVC BALL VALVE ® DRIP ACCESS VALVE BOX SEE INSTALLATION DETAIL IN PAVEMENT OR PLANTER THIS SHEET AND SHEET 33A. SEE ILLUMINATION DETAILS SHEET 26 AUTOMATIC CONTROL VALVE N TS VALVE BOX FLUSH IN LAWN AREAS, 1/2" ABOVE FINISH GRADE IN SHRUB AND GROUNDCOVER AREAS. AUTOMATIC CONTROL VALVE SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION - TYP. PVC LATERAL LINE 4" MIN. PEA GRAVEL BRICK SUPPORTS; TYP. EACH CORNER PVC 90° ELBOW PVC PIPE - THREADED SCH 80 NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN PVC THREADED ELBOW OR TEE FINISH GRADE—, III N N FINISH SURFACE OF PAVEMENT GENERAL NOTES OR CURB SPRINKLER FLUSH WITH GRADE ;mll 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION FINISH GRADE OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND /I/ivllll �\lhflvllffilll UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. ° - III —III= III 2. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND III —III GUARANTEED AS PER SPECIFICATIONS. III —III 3. IRRIGATION SYSTEM IS DESIGNED TO OPERATE FROM 30 PSI. CONTRACTOR SHALL FIELD CHECK EXISTING WATER PRESSURE a° = ADJUSTING PRV AS NECESSARY TO PROVIDE OPTIMUM PERFORMANCE 3" MIN NOZZLE AND BODY PER 4. LOCATIONS OF IRRIGATION MAIN LINE, LATERALS, SLEEVING AND SPECIFICATIONS. USE VALVES INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. ADJUST 6" MAX III— BOTTOM INLET ONLY LOCATIONS AS NECESSARY. DO NOT OVERSPRAY ONTO PAVED SURFACES. TWO (2) MARLEX STREET ELLS 5. IRRIGATION MAIN LINE LOCATION IS DIAGRAMMATIC, LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. SCHEDULE 80 PVC NIPPLE, 6" MINIMUM LENGTH 6. MAIN LINE SHALL BE BURIED TO A DEPTH OF 24" BELOW FINISH z GRADE. LATERAL LINE FOR SPRAY ZONES SHALL BE BURIED TO A — MARLEX STREET ELL DEPTH OF 18" BELOW FINISH GRADE. N 7. SLEEVE UNDER ALL PAVED SURFACES, CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, SLEEVING SHALL BE 2 TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. SCHEDULE 40 PVC FITTINGS, TYP. LATERAL, TYP. NOTE: USE TEFLON TAPE AT ALL THREADED FITTINGS TYPICAL SWING JOINT NOTE: N I b INSTALL WIRE BUNDLE BELOW PIPE COPPER TRACE WIRE NYLON TY-WRAP AT 10' OC IRRIGATION MAINLINE, SIZE AS INDICATED ON PLAN WIRE BUNDLE CONTROL WIRE BUNDLE INSTALLATION N TS PVC BALL VALVE, THREADED ENDS, SIZE TO MATCH PIPE WATERPROOF CONNECTION VALVE BOX 30" LINEAR LENGTH OF WIRE, COILED DRIP CONTROL (LOW FLOW) VALVE PRESSURE REGULATING FILTER SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION, TYP. PVC LATERAL LINE 77 o 01. ------ 4" MIN. PEA GRAVEL O o?" ---- BRICK SUPPORTS, TYP. EACH CORNER 0 DRIP CONTROL VALVE N TS PVC 90° ELBOW SCHEDULE 40 PVC PIPE, NIPPLE LENGTH AS REQUIRED PVC PRESSURE MAIN WITH TRACER WIRE PVC ELBOW OR TEE 1 /2" FEMALE ADAPTER FOR 1 /4" MICROTUBING 1 /2" PVC NIPPLE 1 /2" PVC RISER BRICK SUPPORTS, TYP. EACH CORNER PVC LATERAL SUPPLY LINE, SIZE AS NEEDED PVC SLEEVE IN PAVED AREAS 8• CONTROLLER WIRES SHALL BE TAPED TOGETHER IN A BUNDLE AT 10' INTERVALS. SNAKE WIRE 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. 9. 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 10. NO GALVANIZED FITTINGS. ONLY BRASS OR SCH 40 PVC SHALL BE USED. 11. 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. 12. MICROTUBING FOR FLOWER BASKETS SHALL BE BLACK, UV RESISTANT 13. DRIP ACCESS VALVE BOXES FOR PAVEMENT SHALL H2 PRECAST JUNCTION BOX TYPE 1, AS APPROVED BY ENGINEER. ACCESS BOXES INSTALLED IN PLANTERS SHALL (12"X10") CARSON VALVE BOX 1012 PAVEMENT RATED VALVE BOX, SEE GENERAL NOTES THIS SHEET FINISH GRADE SIDEWALK CEMENT zi CONCRETE SIDEWALK 1 /4" MICROTUBING TO PEDESTRIAN LUMINAIRE POLE S x T ADAPTER, SIZE AS NEEDEDv\%/j ,�//��//��//�� 1" CONDUIT SWEEP TO (TEE WHERE APPLICABLE FOR ; �///�/ LUMINAIRE BASE, SEE SUPPLY TO NEXT LUMINAIRE) \�j�\�j�\�j�\�j�\�j�\�j,��� ILLUMINATION DETAIL SHEET 26 PVC TEE OR ELBOW COMPACTED SUBGRADE 0 DRIP ACCESS VALVE BOX IN PAVEMENT FOR CONNECTION TO LUMINAIRE POLE N TS 14 00 0 c� N o� on z 0 00 0 0 0 U 0 a z c� w 0 / 0 0 0 00 0 z 0 z w / w 0 / CONSTRUCTION NOTES 0 ROADWAY PLANTER; INSTALL 36" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP. 0 EXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL SHEET, 35. 0 INSTALL 6" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH OVER ENTIRE DISTURBED AREA; REPLANT TO MATCH EXISTING AS DIRECTED BY THE ENGINEER. 06 NO ROOT BARRIER REQUIRED, THIS LOCATION. 0 ADJUST GROUNDCOVER LAYOUT TO MAINTAIN MIN. 12" OFFSET FROM UPLIGHT LUMINAIRES, THIS AREA. PLANT SYMBOL PLANT QUANTITY SEE SHEET 35 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES PLANT SCHEDULE ROOT FLARE SHALL BE LOCATED ABOVE 0 N N 7D w 0 zl 0 00 0 0 0 z w 0 i 0 0 0 0 0 00 0 z 0 z w i w 0 LEI SYMBOL BOTANICAL NAME/COMMON NAME QTY SIZE REMARKS STREET TREE 0 T1 AMELANCHIER LAEVIS 'JFS-ARB'/ SPRING FLURRY SERVICEBERRY 3 0/2" CAL. 12 -14 HT. B&B; WELL BRANCHED SHRUBS, GRASSES, GROUNDCOVERS AND PERENNIALS S1 FOTHERGILLA GARDENII 'BLUE MIST'/ BLUE MIST DWARF FOTHERGILLA g 2 GAL. CONT. FULL & BUSHY S2 HEBE ANOMALA 'PURPUREA NANA'/ DWARF HEBE 16 2 GAL. CONT. FULL & BUSHY O S3 SPIRAEA JAPONICA 'YAN'/DOUBLE PLAY GOLD SPIREA 7 2 GAL. CONT. FULL & BUSHY S4 WEIGELA FLORIDA 'ELVIRA'/ MIDNIGHT WINE WEIGELA 16 +7- 2 GAL. CONT. FULL & BUSHY G1 PENNISETUM ORIENTALE 'KARLEY ROSE'/PINK FOUNTAIN GRASS 6 -7- 1 GAL. CONT. FULL 0 G2 SESLERIA AUTUMNALIS/ AUTUMN MOOR GRASS 22 +8- 2 GAL. CONT. FULL P1 HEMEROCALLIS 'PURPLE D'ORO'/ PURPLE D'ORO DAYLILY 25 1 GAL. CONT. 18" O.C. TRI. SP. TYP. GC1 ERICA CARNEA 'MYRETOUN RUBY'/ MYRETOUN RUBY WINTER HEATH 26 1 GAL. CONT. 18" O.C. TRI. SP. TYP. GC2 VERONICA PEDUNCULARIS 'GEORGIA BLUE'/ GEORGIA BLUE SPEEDWELL 50 1 GAL. CONT. 15" O.C. TRI. SP. TYP. DRIPLINE V / � � TREE PROTECTION DETAIL NTS V-0" MAX TO LIMIT OF GRADING \ REMOVABLE 6' HT CHAINLINK TREE PROTECTION FENCING EXCAVATION ZONE, SEE NOTE 2 GROUND LINE; TOP OF ROOT BALL SHALL GENERAL NOTES BE FLUSH WITH FINISHED GRADE 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR 4" SOIL BERM ABOVE ROOT BALL SURFACE; NURSERY STOCK, ANSI Z60.1 MOST CURRENT VERSION. �- BERM SHALL BEGIN AT ROOT BALL EDGE FINISH GRADE 2" BARK OR WOOD CHIP MULCH; 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. KEEP AWAY FROM BASE OF PLANT 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF ENGINEER. SPECIFIED SPACING, TYP. 4. INSTALL 2" BARK OR WOOD CHIP MULCH OVER ALL DISTURBED AREAS �Q 1 TOPSOIL TYPE A NOT BEING PLANTED OR SEEDED, UNLESS OTHERWISE NOTED. 5. PROPERTY RESTORATION TO BE DONE AS DIRECTED BY THE PROJECT ENGINEER. RECOMPACT TOPSOIL BELOW 6. STREET TREES SHALL MEET WSDOT "STREET TREE GRADE" STANDARD. • O O /��/��/��/��/� /� /� �A A �11 A ROOT BALL TO PREVENT SETTLING PLAN SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION TREE PLANTING NOTES TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL 1• TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL DIAMETER. NTS 2. CUT ALL TIES AND REMOVE BURLAP FROM ROOTBALL. TREE TRUNK Nit [Greys C: PLAN TYPICAL ROOT BARRIER DETAIL NTS FINISHED GRADE / / A / / SCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION CEMENT CONCRETE CURB ROOT BARRIER, TYP. ROOT BARRIER, TYP. CEMENT CONCRETE SIDEWALK TRUNK TREE STAKE PREVAILING WIND TREE STAKE ROOT BALL NON-ABRASIVE RUBBER TREE TIES 2" DIA. WOOD STAKE; STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL AND SHALL NOT INTERFERE WITH PERMANENT BRANCHES ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE 2" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK TOPSOIL TYPE A CONCRETE SIDEWALK ROOT BARRIER, TYP.; SEE DETAIL THIS SHEET RECOMPACT TOPSOIL BELOW ROOT BALL TO PREVENT SETTLING TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS 3. REMOVE ALL PLASTIC AND TWINE. 4. BACKFILL TOPSOIL TYPE A AROUND ROOT BALL IN 6" LIFTS AND LIGHTLY RECOMPACT EACH LIFT; AFTER BACKFILLING, WATER IN ROOT BALL TO SETTLE THE SOIL. 5. PLANT TREES WITH ROOT FLARE VISIBLE; DO NOT COVER TOP OF ROOTBALL WITH SOIL. TREE PROTECTION NOTES 1. SIX FOOT HIGH HIGH -VISIBILITY FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS 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 BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. 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 THE FENCING. 4. PORTIONS OF THE CHAIN LINK FENCE MAY BE MOVED 1 /3 INTO THE DRIP LINE IF UNABLE TO PROTECT ENTIRE DRIP LINE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE DRIP LINE AREA THAT ARE IN CONFLICT WITH CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'S APPROVAL. 5. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO START OF CONSTRUCTION ACTIVITIES. 6. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. 7. MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVAL OR A FINAL APPROVAL IS ISSUED. 8. SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCING STATING THAT THE TREE IS DESIGNATED FOR PROTECTION AND THE AREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER. GENERAL NOTES n N 0 N N N z 0 00 0 O 0 z c� w 0 0 N 0 N 0 z 0 z w cry c� w 0 i [8] STA 7+34.83 MI STA 6+82.22, 11.50' RT 7 F1 STA 6+88.78 J [8] STA 7+34.83 ONLY SIGN S1 DETAIL N TS I I 5 I A ,+bb.1 b 1 ISTA 8+66.67 STA 9+39.67, 12.50' RT 0 10 20 40 60 SCALE IN FEET r- w w 0 0 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. F2] 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ElDOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H001. ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H002. F6] 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. F7] 4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, WHITE TYPE 1 RPMS AT 3' OC. THERMOPLASTIC RAILROAD CROSSING SYMBOL PER WSDOT STANDARD PLAN M-11.10-01. F12] WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H 010. F 13 SITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H011. F18] 4" DOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-02 WITH RPM SUBSTITUTION, 3 WHITE TYPE 1 RPMS AT 1' OC. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 * 6+53.30 29.90' RT R3-8 NEW S2 10+65.09 23.68' RT "DO NOT ENTER" REMOVE S3 10+89.95 24.64' RT "NO PARKING" REMOVE *ATTACH TO POLE c0 F w Q:: w a' N O o ± 1 Q ;o cn N w z -CCD) _ 060 U Q N 0 N N z 0 00 0 O U 0 z c� w 0 i c- O 0 0 00 0 i z 0 z w i w 0 i Ill E . . .. , ., , I . . . 0. • : STA 11 +34.11, 20.0 ' LT -AP STA 11 +33.67, � 9.03' LT STA 11+42 06 ❑1 STA 11 +82.86�8 STA 12+84.43, 14.00' LT AP STA 12+84.36, 3.00' LT 0 THE LOFTS UNDER CONSTRUCTION STA 13+84.00 L\ STA 12+13.68 7 STA 13+24.00 20' (TYP) STA 14+24.00 • — ; I`'I 6 TYP ..�. 12' .... 13 .... .... 14 ](TYP)V6 : �12 ADD 20' LONG PARKING STALL MAIN AVE S E 3] N-i 19 � � ®b Im 'o' ® ®( 20' AP STA 11 +34.14, 2.00' RT \-STA 11 +82.43 (TYP) STA 11 +33.00, 15.00' RT Efl S4 AP STA 12+84.14, 8.00' RT PLAN 0 10 20 40 60 SCALE IN FEET e ►� GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND 00 POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND ,wL, OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. cn o) 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED ++ GRADE. . cn w z J U CHANNELIZATION NOTES NNIV r ❑ WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN S� H008. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H001. ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H002. F6] 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. El 4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, WHITE TYPE 1 RPMS AT 3' OC. THERMOPLASTIC RAILROAD CROSSING SYMBOL PER WSDOT STANDARD PLAN M-11.10-01. Fl 2 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H 010. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S4 12+73.01 24.47' RT PARKING REMOVE S5 13+00.01 23.43' LT "ONE WAY" REMOVE S6 13+33.71 24.49' RT "ONE WAY" REMOVE S7 13+97.00 24.40' RT "ONE WAY" & PARKING REMOVE S8 14+37.56 24.12' RT "ONE WAY" & PARKING REMOVE C n N 0 0 N z c� 0 0 0 0 0 i z 0 w 0 0 a 0 00 0 i z 0 z w cry c� w 0 i OO STA 50+57.92 0 -S TA 50+30.75] 51 16 (TYP) (TYP) [6] r STA 30+81.63, 3.25' L STA 30+56.09, 3.25' LT EISTA 30+56.11-t---- lflSTA 30+46.09, 2.36' LT - S15A S15 j 13 STA 16+36.48 Lu •• Q Z o•• N.. I � ••c ® 1210 El STA 15+98.14 1.92' LT �o 00 . • 12 o, STA 52+09.10 - ] (TYP) 11.00' LT , • ' ' gM my J_ J_ J_ J .. C 20' (TYP) STA 51 +78.68'--�''� � • _ ' ' ' ' ' ' ' ' 90 R 9 S12 9 c 11.00' LT 7 52 3 S 2ND ST STA 51+65.95 • , . . • . • STA 53+4 .44, 3.50' RT-f T T -1 S10 OO i; STA 50+57.91 STA 50+98.00 ❑ 0 0 �X I ® THE LOFTS O x I UNDER CONSTRUCTION PLAN 0 0 10 20 40 60 SCALE IN FEET STA 14+64.00 It S14 C AN1=11ili■Trli■TfTi■'lriiu•�'% o cn [5] Lu .. S Q •• 11' 11' 11' ]] 14' I 8' •• MATCH LINE STA 14+50 SHEET 37 7 9x • • • ' ' q17 ?9 o � •.: ao 10 ', A co a STA 16+95.09 20.50' RTF-6] " ICI rI AP STA 16+72.94, 6.50' RT S13 'STA 16+09.1 2 10.61' RT X o 20' TYP cn STA 54+03.00 --,L 00 N .. ... 54 Ln [12]STA' 53+7 .80 ' . " " ' . • • ' 3 � w z T 0 IE] ESTA 53+93.73 S11 9 �� 15 (TYP) 15+21.95, 8.00' RT�2 STA 14+95.21 17 -n INSTALL 3 ADDITIONAL WHEELSTOPS ►: GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. ] 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ElDOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H001. ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H002. Efl 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. El 4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, WHITE TYPE 1 RPMS AT 3' OC. Efl12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. 10 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, YELLOW TYPE 1 RPMS AT 3' OC. 12 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H 010. 13 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H011. H 4" WHITE PAINT LINE FOR PARKING STALL. E THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 127. EflWHITE THERMOPLASTIC TYPE 7S TRAFFIC ARROW PER WSDOT STANDARD PLAN M-24.40-02. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S9 14+56.04 24.38' LT "NO PARKING" REMOVE S10 15+31.52 29.08' LT "ONE WAY" REMOVE S11 15+27.65 24.41' RT "ONE WAY" REMOVE S12 15+78.88 29.41' LT "ONE WAY" REMOVE S13 16+10.38 34.20' RT "STATE FARM" TO REMAIN S14 * 30+79.59 17.60' RT "DEAD END" RELOCATE S15 * 30+43.45 19.74' LT R1-1, STOP, 30"X30" NEW S15A* 30+43.45 19.74' LT R3-5R, RT ONLY, 30"X36" NEW * ATTACH TO POLE GP ADD TRHU/RIGHT 13 TURN ARROW ' STA 18+11.02 STA 17+57.47 12 26.76' I T S17 '�P STA 18+37.54, 16.50' LT S18 STA 19+69.76, 16.50' LT 0 LLJw • • •' • '• ' ' ' 5 `D — STA 19+69.76, 5.50' LT cn. . '• ' N ❑ ° ' ' AP STA 18+01.35, 2.06' LT STA 19+24.76, 5.50' LT + 3 ... t .r....... ...... ...... •� .•o • :..•,.•, • ..• ... ...... ........� g ...... ��— ' ❑ :o V Lo • J. •TYP STA 17+55.09 ' • �y s� • %• ° dye ' '20' •TYP AP STA 19+29.76 • —STA 19+69.76, 6.50' •R.T,• z 10 6.50' RT STA 19+54.40 1 _ Q = A �� STA 17+92.65 REMOVE STALL , S16 / •.. ❑1 STA/6 +5 4 ti PLAN %%•' S ti % 4 I �� 0 10 20 40 60 ,9 u SCALE IN FEET 6�x ass � �O n N N z 0 00 0 O U i 0 i z c� w 0 i O 0 0 00 0 z 0 z w w cry c) w 0 w w i 50.0' REMOVE EXISING CHANNELIZATION FOR LEFT —TURN OPENING INSTALL QWIK KURB MEDIAN SEPARATOR W/ YELLOW POSTS AND REFLECTORS STA 20+36.73 ❑2 • ' e : s i : ;s ; s : a t s :s ;: L s .e 21 .... .... . ..... BRONSON WAY S .. ... ...... .... . 4 F1 STA .2.0+61.73...................................... . S19 S20 STA 64+87J3 STA 64+56.14 Fil GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2 3. 4. 5. 0 7. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. El 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ElDOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H001. E APPROACH LINE PER COR STANDARD PLAN H002. ElLANE LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H002. F6] 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. F7] 4" EDGE LINE AND 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, WHITE TYPE 1 RPMS AT 3' OC. Fi—ol 8" CROSSHATCH PER COR STANDARD PLAN H008 WITH RPM SUBSTITUTION, YELLOW TYPE 1 RPMS AT 3' OC. 12 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H 010. Fl 3 WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H011. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S16 17+59.39 35.89' RT "ONE WAY" REMOVE S17 18+45.18 37.76' LT "ONE WAY" REMOVE S18 19+76.69 37.38' LT "ONE WAY" REMOVE S19 64+94.69 17.73' RT R1-1: "STOP" NEW S20 64+86.43 17.18' RT LEFT —TURN PROHIBITED REMOVE GENERAL NOTES T 0 L0 0 Q0 V) w c� r� 0 N N 7D z c� 0 00 0 i O 0 z c� w 0 i w 0 0 0 00 0 z 0 z w w cry c) w 0 w w i MATCH LINE STA 54+25 SHEET 38 F2]STA 55+64.32, 3150' END TWO-WAY LEFT -TURN LANE I 17 CT A 01 1 70 F,0 t •: •: • : * t •: STA 61 +18.30, 4.50' RT I n L/ F2]STA 61+98. Z N .. cn •• � .. `0 •• o N 3 �� • d t REMOVE "NO PARKING" SIGNS ON NORTH SIDE OF 2ND ST BETWEEN MILL AVE AND MAIN AVE IF ` 'PtPS-21 (T1P) 16 0 0 0 2 0 Al PLAN o io zo ao so SCALE IN FEET STA 55+43.00 STA 63+26.83, 7.00' LT STA 62+26.83, 7.00' LT STA 62+76.83, 7.00' LT - STA 63+53.28 14 —STA 62+26.83 4.00' RT STA 63+74.98, 7.00' LT 1 F1 /* 11 E ::✓ 63 MILL AVE S • .? 64 STA 62+56.58 \ STA 63+74.98, 4.00' RT 11 STA 63+26.83, 4.00' RT rn w w L0 N w z_ J U Q 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES OWHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. I:fl 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. I:fl DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS (RPM) PER COR STANDARD PLAN H001. lilAPPROACH LINE PER COR STANDARD PLAN H002. lfl 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. Fi-il TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN H001. F14] WHITE THERMOPLASTIC ARROWS PER COR STANDARD PLAN H006. F16] THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 127. SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S21 55+14.73 19.57' LT "FIRE LANE" REMOVE S22 54+26.58 19.40' LT "FIRE LANE" REMOVE S23 61+66.11 19.00' RT CROSSWALK RELOCATE GENERAL NOTES ►A w N 0 N N 7D z c� 0 00 0 0 0 0 0 z c� w 0 w 0 0 0 0 a 0 00 0 z 0 z w w co c� w 0 w w i (TYP) CITY TO ROTATE EXISTING EB APPROACH - GREEN LEFT TURN ARROW 90 DEGREES TO SHOW A THROUGH ARROW c� .... .. .. .... . 100.0' INSTALL R3-9b SIGN-,X/ PLAN 0 10 20 40 60 SCALE IN FEET NSTALL R3-9b SIGN BEGIN TWO-WAY LEFT -TURN LANE 14 In w 0 Ln 0 6CD J . Q Lf7 cn w z_ J U Q 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. 13 SITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H011. F14] WHITE THERMOPLASTIC ARROWS PER COR STANDARD PLAN H006. n N 0 N N 0 n- 0 00 0 i O z w 0 w 0 0 0 00 0 z 0 z w w i w 0 w w 50+0000 I�207 NW 1 /4, SEC. 17, T. 23 N., R. 5 E., W.M. - - 117 o I BRAUNSCHWEIG ROBERT &SHERRY 0 52+00 S2NDST 0 SW 1 /4, SEC. 17, T. 23 N., R. 5 E., W.M. PLAN N 0 10 20 40 60 SCALE IN FEET 30' CEDAR RIVER COURT 00 723150-0970 + C /o zol CD N 17+06.77, Cl) zl W � 35.00 LT > 16+99.67, Q 41.51' LT Z w 30' QC) o � -118 ° z\--1 16 T 30+52.55 A X, N 88°30'5�" 9.64' ss- N 41'00'21" W '� ,fix° CONST. j �O Q s� .os�o �O 41 N 1 °29 06" E ROW J-/ / O O PC 15+89.0600 0 0 A 100 Ln o= S 88°24'14" E ROW & CONST. 53 00 PI 15+60.14 S 2ND ST 53+00.18 = MAIN AVE S 15+60.14 30' y�P 30+00.00 = 53+65.08, 16+62.63 77.17 LT 53+40.95, 55.00' LT / t. I O 53+43.11, L7 w 52.65' LT w o BRADFORD w DEAN KENT 723150-1020 J z 13.00' 22.00' N 88°26'02" W 53+43.14, 30.00' LT 7 CD 53+65.14, S 88°26'02" E ROW & CONST.' LT 54+00 200 15+25.08, 43.50' RT - z 15+12.19, 43.50' RT- 0 15+12.19, 35.00' RT w N 30' o o N Ln�l - cn W > Q Z a 05 0 0 204 10+00.00 c 14+83.67, 30.00' RT 13 15+30.03, S2NDST 0 80.00' RT "' 15+25.03, 79.99' RT o 115 _ jS88L'2L6'02" E 50.00' S 88°26'02" E 36.49' 15+10.03, 29.97' 79.97' RT �88°26'02" W \N 15+10.07, O co -CD 50.00' RT N N � N PATAS SOUTH SECOND LLC L1 L2 723150-0860 14+83.67, 50.00' RT N 14+83.67, 35.00' RT cn J 55+00 CONTROL POINT LIST PT # NORTHING EASTING ELEVATION DESCRIPTION 100 178564.23 1301412.27 44.62' PK 115 178521.51 1301556.25 44.45' PK 116 178690.71 1301470.20 43.57' PK 117 178707.93 1301422.98 43.71' PK 118 178685.84 1301422.67 43.66' PK 200 178548.19 1301449.30 - MONUMENT IN CASE 201 178539.98 1301749.39 - MONUMENT IN CASE 204 177988.24 1301434.77 - MONUMENT IN CASE 207 178556.55 1301149.24 - MONUMENT IN CASE HORIZONTAL DATUM CITY OF RENTON (NAD 83/01), WASHINGTON STATE PLANE, NORTH ZONE. COMBINED SCALE FACTOR = 1.000005 CITY OF RENTON MONUMENTS 205, 1140, 1887, 1898. VERTICAL DATUM 30' CITY OF RENTON (NAVD 88). CITY OF RENTON BENCHMARK 2123, ELEV = 45.11 FEET 20 LEGEND EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY LINE SECTION/SECTION SUB -DIVISION LINE PROPOSED RIGHT OF WAY - - - - PROPOSED PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT 30, EXISTING RIGHT OF WAY WIDTH 56+00 LINE TABLE LINE LENGTH BEARING L1 5.00' N 88°30'48" W L2 15.00' S 88°30'48" E L3 15.00' S 1 °33'58" W L4 5.00' N 1 °33'58" E L5 8.50' N 88°30'48" W L6 12.89' S 1 *29'12" W L7 3.20' N 41 °00'21" W OWNERSHIPS AND AREAS (SQ. FT.) TEMP. RIGHT OF PERMANENT NO. NAME TAX ID TOTAL AREA * REMAINDER CONST. WAY EASEMENT EASEMENT 1 PATAS SOUTH SECOND LLC 723150-0860 14,375 567 13,808 0 961 2 BRADFORD DEAN KENT 723150-1020 2,580 0 2,580 269 820 3 CEDAR RIVER COURT 723150-0970 8,350 0 8,350 43 0 4 1BRAUNSCHWEIG, ROBERT 1 723150-1110 13,500 0 13,500 0 0 * PER KING COUNTY ASSESSOR