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HomeMy WebLinkAboutzR-3978SetCITY OF RENTON DEPARTMENT OF PUBLIC WORKS S 7TH ST. & SHATTUCK AVE S INTERSECTION IMPROVEMENTS ..cri,v •• S bitl S1 W I ?- y �- � PiLq S Gth Si . n. S 5il St w � a - n Whitworth Lane e Toyota Scinr Apartmerls of Rem on � �ieankersAuta �a� Renton S4ti' T!li St — S 7th St Rebuild & Towingg yl1N St w S I lh 5[ j City Hall Jimmy Mac's Raadhiwsi: _b �r J, Sam's Clu i PROJECT o Walmarl ri. LOCATION v SGsady �' isrl .ro rv:•Starbucka 5 Renton `' a d Y Renton village Sierra Fish Honda Q sGYa Shopping Center 0l C & Pets a r 3 Nay a' k °� c Uwalpmaya Z. 1 a t2thS Bfotherton '�".•• S REM nn Villa§c PI. H 1 Cadillac i& r P ma Medical Buick ISM ti Institute - Renton r r � lE7 d' y�n2n5� — r _st - 5 � `m ¢ a S t 5ttt St ❑ N S 15111 Si ©Google � n VICINITY MAP FEDAID: FA# CM-1292(002)F-r N T TIB 8-1-102(034)-1 �1 Berger /f, n /r,11 ,{ ��ww �� RECORD DRAWING CALL 48 HOURS �/ iJ 171)A1V1 dmfib s —designed as mo ponen dra d/ BEFORE YOU DIG a—anes a —desgned compo ent and/or 33301 9th Avenue South, Suite 300 s ,0.� �; as constmcted components. mlomnacan Federal Way, Washington 98003-2600 mgording as-const_W components .as 1-800-424-5555 (206) 431- 300 Fax: (206) 431-2250 ONAL l�9/1A prodded by others and was not verity d. N0. REVISION SAN BELLINGHAM JAUN/� WHATCOM 5 SKAGIT S��NO CLALLAM EVERETT JEFFERSON SEATTLE ti GRAYS MASON KING HARBOR OLYM IA PIERCE TH RSTON PACIFIC LEWIS WAHKIAKUM 5 C WLI TZ SKAMANIA YAKIMA PEND OKANOGAN FERRY I/ STEVEN CHELAN DOUGLAS LINCOLN SPOKANE KITTITAS GRANT 0 ADAMS WHITMAN FRANKLIN BENTON WALLA WALLA KLICKITAT PROJECT LOCATION AREA MAP DRAWING INDEX N Drawing Sheet Drawing Title Drawing Sheet Drawing Title No. No. No. No. CV-1 1 Cover Sheet, Vicinity Map, & Drawing Index CH-2 16 Channelization Plan Sheet 2 GN-1 2 Notes, Legend, and Abbreviations SG-1 17 Signal Notes GN-2 3 Alignment Plan SG-2 18 Signal Plan DM-1 4 Site Preparation and TESC Plan SG-3 19 Interconnect Plan Sheet 1 DM-2 5 Site Preparation and TESC Plan SG-4 20 Pole Schedule Sheet 2 GRA 6 Grading Plan SDA 21 Communication Vault Detail RS-1 7 Roadway Sections SD-2 22 Video Detection & Antenna Detail RD-1 8 Roadway Plan SD-3 23 Cabinet Equipment Layout DR-1 9 Drainage Plan SS-1 24 Fiber Splice Diagram Sheet 1 DR-2 10 Drainage Elevations SS-2 25 Fiber Splice Diagram Sheet 2 MD-1 11 Miscellaneous Details SS-3 26 Fiber Splice Diagram Sheet 3 MD-2 12 Miscellaneous Details L-1 27 Landscaping Plan Sheet 1 PV-1 13 Paving Plan - Sheet 1 L-2 28 Landscaping Plan Sheet 2 PV-1A 14 Paving Plan - Sheet 2 L-3 29 Landscaping Plan Sheet 3 Channelization Plan CH-1 15 Sheet 1 Approved For BID Robert M. Hanson P.E. Date D111.1.1YEJRL AS SHOWN om:aM �,s6aai,ss, �v CITY OF �m 8/23/16 Rr 9 z RENTON S 7TH ST. AND SHATTUCK AVE S 7 e JCR Public Works Department q Ea DATUM Approved For Construction CU— OJR COVER SHEET, VICINITY MAP, & DRAWING INDEX BY DATE APPR oeovssPr say" "aaoRo'na" Rohert M_ Hanson P_E ❑n+e — t °` 9 0 z CD GENERALNOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS, INCLUDING THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, ENGLISH, DATED 2014, AND AMENDMENTS. 2. APPROVED PLANS AND RECORD DOCUMENTS: A COPY OF THE APPROVED PLANS AND SPECS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THROUGHOUT THE PROGRESS OF THE WORK ON THIS CONTRACT, MAINTAIN AN ACCURATE RECORD OF CHANGES IN THE CONTRACT DOCUMENTS. UPON COMPLETION OF THIS CONTRACT, PROVIDE ONE COMPLETE SET OF RECORD DOCUMENTS TO THE ENGINEER. 3. ALL LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS SHOWN HEREIN ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL DRAINAGE OF ON —SITE SURFACE WATER RUNOFF BY USING TEMPORARY OR PERMANENT EROSION/SILTATION CONTROL PROCEDURES PER KING COUNTY SURFACE WATER DESIGN MANUAL, AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT PUBLIC STREETS, PRIVATE PROPERTY, AND UTILITIES. THE CONTRACTOR SHALL ALSO KEEP CLEAN ALL PUBLIC STREETS AND PRIVATE PROPERTY. 7. ALL REFERENCES MADE TO STANDARD PLANS SHALL BE TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND THE CITY OF RENTON STANDARD PLANS, AND SHALL BE IN ACCORDANCE WITH THE LATEST PUBLISHED EDITION. 8. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED TROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx OR CONTACT CONSTRUCTION COORDINATORS AT 206-477-1140. PLEASE PROVIDE FIVE BUSINESS DAYS NOTIFICATION FOR BUS REROUTES AND THREE BUSINESS DAYS NOTIFICATION FOR BUS STOP IMPACTS. CONTACTS: COMMUNICATIONS ZAYO GROUP CONTACT: TIM SYPOWICZ PHONE: (253) 549-9100 a a COMCAST CONTACT: BILL WALKER z PHONE: (253) 288-7538 CENTURYLINK m' CONTACT:DENA KLUDSIKOFSKY a"I PHONE: (206) 345-0173 ca o CITY OF RENTON a RON HANSEN PHONE: (425) 430-6873 S POWER 3 S PSE r CONTACT: KATHY JOHNSON 3 PHONE: (425) 462-3381 e so sa WATER a d CITY OF RENTON CONTACT: GEORGE STAHL a PHONE: (425) 430-7400 M SANITARY SEWER 0 CITY OF RENTON CONTACT: RICHARD W. MARSHALL z PHONE: (425) 430-7400 o I `3 FEDAID: FA# CM-1292(002) in TIB 8-1-102(034)-1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 STORMWATER CITY OF RENTON CONTACT: RICHARD W. MARSHALL PHONE: (425) 430-7400 TRAFFIC SIGNALS CITY OF RENTON CONTACT: ERIC CUTSHALL PHONE: (425)-430-7423 KING COUNTY CONTACT: CONSTRUCTION COORDINATOR PHONE: (206) 477-1140 WSDOT CONTACT: ED GIRAUD PHONE: (206) 440-4709 EMERGENCY SERVICES CITY OF RENTON POLICE PHONE: (425) 430-7500 (425) 430-2121 CITY OF RENTON FIRE PHONE: (425) 430-7000 *i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 LEGEND ABBREVIATIONS EXISTING ABAN ABANDONED N NORTH ACP ASPHALT CONCRETE PAVEMENT NE NORTHEAST APROX APPROXIMATELY NOM NOMINAL MIC& MONUMENT IN CASE R PAINTED POWER APWA AMERICAN PUBLIC WORKS NTS NOT TO SCALE ASSOCIATION NW NORTHWEST o PK NAIL r PAINTED TELEPHONE ASPH ASPHALT OC ON CENTER ® AT OCT OCTOBER ❑ CATCH BASIN Fo PAINTED FIBER OPTIC AVE AVENUE OD OUTSIDE DIAMETER AWWA AMERICAN WATER WORKS OH OVERHEAD O STORM DRAIN MANHOLE ry PAINTED TV ASSOCIATION PC POINT OF CURVATURE BMP BEST MANAGEMENT PRACTICES PC PIERCE COUNTY O SEWER MANHOLE w PAINTED WATER BOT BOTTOM PCC POINT OF COMPOUND CURVATURE BVCE BEGIN VERTICAL CURVE ELEVATION PI POINT OF HORIZONTAL INTERSECTION o POWER POLE c PAINTED GAS BVC BEGIN VERTICAL CURVE It PROPERTY LINE CB CATCH BASIN POC POINT ON CURVE -C' POWER POLE W/UNDERGROUND CONNECT off OVERHEAD UTILITY LINE (GENERIC) CL CENTERLINE PPM PARTS PER MILLION CDF CONTROLLED DENSITY FILL PROP PROPOSED © POWER VAULT LID SD STORM CFS CUBIC FEET PER SECOND PSE PUGET SOUND ENERGY CL CENTERLINE PSF POUNDS PER SQUARE FOOT GUY ANCHOR s SEWER CLR CLEAR PSI POUNDS PER SQUARE INCH CM CENTIMETER PT POINT OR POINT OF TANGENCY ® JUNCTION BOX FENCE CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE PIPE CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION o STREET LIGHT (LUMINAIRE) PAINTED STRIPE CORR CORRUGATED QPEAK PEAK FLOW CPEP CORRUGATED POLYETHELENE PIPE (N-12) R RADIUS OR RANGE LOT LIGHT PAINTED SKIP STRIPE CPP CORRUGATED POLYETHELENE PIPE RCP REINFORCED CONCRETE PIPE CSBC CRUSHED SURFACING BASE COURSE R/W RIGHT—OF—WAY O TELEPHONE MANHOLE • • • • • • • • • • • • • • • • • RAISED —BUTTON SOLID STRIPE CSTC CRUSHED SURFACING TOP COURSE ROW RIGHT—OF—WAY CTR CENTER RT RIGHT T. TELEPHONE RISER • • • • • • • • • • • • - RAISED —BUTTON SKIP STRIPE CY CUBIC YARDS S SOUTH DI DUCTILE IRON SL SLOPE O TELEPHONE VAULT LID EDGE OF PAVEMENT DIA DIAMETER SE SOUTHEAST DIAM DIAMETER SEC SECTION TELEPHONE POLE — — — — FLOWLINE 0 DIAMETER SEPT SEPTEMBER DIP DUCTILE IRON PIPE SEW STRUCTURAL EARTH WALL FIBER OPTIC MANHOLE CONTOUR DROP DROP INLET SHLDR SHOULDER DWY DRIVEWAY SPEC SPECIFICATION m GAS VALVE ROW LINE DWG DRAWING SS SANITARY SEWER E EAST SSMH SANITARY SEWER MANHOLE M WATER VALVE EASEMENT LINE EG EXISTING GROUND SD STORM DRAIN EL ELEVATION SF SQUARE FOOT ® WATER METER °� CONCRETE ELEV ELEVATION ST STREET EDP EDGE OF PAVEMENT STA STATION A FIRE HYDRANT ROCKERY ESAL EQUIVALENT SINGLE AXLE LOAD STD STANDARD EVCE END VERTICAL CURVE ELEVATION SW SOUTHWEST ® IRRIGATION CONTROL VALVE AC ASPHALT/CONCRETE EVCS END VERTICAL CURVE STATION SWPPP STORMWATER POLLUTION EVC END VERTICAL CURVE PREVENTION PLAN O MONITORING WELL CHLK CHAINLINK EX EXISTING SYM SYMMETRICAL x EXIST EXISTING TELE TELEPHONE SIGN DWY DRIVEWAY EXP EXPANSION T TOWNSHIP OR TANGENT LENGTH F/C FACE OF CURB TESC TEMPORARY EROSION & SEDIMENT 0 DECIDUOUS TREE, DIAMETER (# OF TRUNKS) FG FINISH GRADE CONTROL FL FLANGE THK THICK CONIFEROUS TREE, DIAMETER (# OF TRUNKS) FM FORCE MAIN TV TELEVISION xx^ FT FT TWLTL TWO—WAY LEFT TURN LANE GV GATE VALVE TYP TYPICAL GRAV GRAVEL US UNITED STATES H HEIGHT UV UTILITY VAULT COMPANY H HORIZONTAL VC VERTICAL CURVE HDPE HIGH DENSITY POLYETHYLENE PIPE V VERTICAL HP HIGH POINT VERT VERTICAL HMA HOT MIX ASPHALT W WEST HORIZ HORIZONTAL W/ WITH ID INSIDE DIAMETER WA WASHINGTON IE INVERT ELEVATION WSDOT WASHINGTON STATE DEPARTMENT IN INCH(ES) OF TRANSPORTATION INTX INTERSECTION WM WILLAMETTE MERIDIAN L LENGTH WP WORK POINT LBS POUNDS WQ WATER QUALITY LF LINEAR FEET WS WATER SURFACE LN LANE WSE WATER SURFACE ELEVATION LT LEFT LP LOW POINT LUM LUMINAIRE MH MANHOLE MAX MAXIMUM MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MOD MODIFIED MTG MOUNTING Approved For BID Robert M. Hanson P.E. Date w e6°aiss, °� CITY OF 8/23/16 RECORD DRAWING -RL AS SHOWN °m30N RENTON S 7TH ST. AND SHATTUCK AVE S 7 Information shorn on this record drawing w desadbes as -designed components and/or JCR Public Works Department a onst_tm components. Intonation ca DATUM mgarding s- sWded�componentsr xr°; RL Approved For construction NOTES, LEGEND, AND ABBREVIATIONS n�.G°N— pr idea by °the and s t ffni. NO. REVISION BY DATE APPR = 5G°"—..,.Ly ROVEsar RoheH M_ Hanson PF_ note 9 °, 9 II O CITY OF RENTON PT ID #884 N1113'34"W 2818.73' 1, CONSTRUCTION 9 "A" 0 ROW SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. CITY OF RENTON PT ID #1898 STA "B" 50+00 N01'23'35"E N 176054.52 313.00' E 1299149.02 1� CITY OF RENTON PT ID #1140 O N IO STA "A" 13+55.58 P.I.= {� STA "B" 51+68.08 N: 175886.48 E: 1299145.02 I 00 ' ' 11+00' ' ' 12+00 S89'40'35"E 13+00 ...................� ' S 7TH ST ........................... STA "A" 10+00 N 175888.49 SEE GENERAL NOTE 1 FEDAID: FA# CM-1292(002) in TO 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SK' ROW 7,NEW ROW^ 1 R=180.00' A--37.17'55" L=117.18' T=60.75' CONSTRUCTION CL "B" LINE 0 14+00 15+00 Ml A A 1 2183.90' ROW— — —L— 16+00 17 O( +........ j--c-o , BASIS OF BEARING HORIZONTAL DATUM CITY OF RENTON HORIZONTAL DATUM (NAD 83/91), WASHINGTON STATE PLANE, NORTH ZONE. COMBINED SCALE FACTOR = 1.000005 POINT ID: CITY OF RENTON #884 (KPG #78) N. 178653.29 E. 1298240.69 DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 2ND STREET AND RAINIER AVENUE SOUTH. POINT ID: CITY OF RENTON #1140 (KPG #86) N. 178048.56 E. 1299195.49 DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 3RD STREET AND SHATTUCK AVENUE SOUTH. POINT ID: CITY OF RENTON #1898 (KPG #260) N. 176367.42 E. 1299156.63 DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 6TH STREET AND SHATTUCK AVENUE SOUTH. VERTICAL DATUM ROW CITY OF RENTON VERTICAL DATUM (NAVD 88). MONUMENT IN CASE FOUND Eg� N: 175885.03 POINT ID: RENT1920 E: 1299145.84 ELEV. 27.86' TOWNSHIP SECTION LINE DESCRIPTION: BRASS DISK SET IN DRILL HOLE IN SIDEWALK STAMPED "KING COUNTY EN-61 1973." AT BUILDING #604 RAINIER AVENUE SOUTH ON THE WEST SIDE OF THE STREET AT THE NORTH SIDE OF THE DRIVEWAY. GENERAL NOTES 1. WORK WITHIN THE PARK AND RIDE AND OUTSIDE THE RIGHT-OF-WAY LIMITS SHALL BE INCLUDED IN SCHEDULE B. ALL OTHER WORK SHALL BE INCLUDED IN SCHEDULE A. 0 STA "B" 54+00 N 175673.69 E 1299214.75 NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING IUR-11 Information shmm on this record dra,ing w describes es —designed components and/or ". JCR as —co ns-ted components. Inf—stion regardi„g as—consWded components was scxroJRL prodded by others and ne not verinea. NO. REVISION BY DATE APPR = _T AS SHOWN oaw. "o�,e6"/, �s—I11 no, DATUM Approved For BID Robert M. Hanson P.E. Date 8 CITY OF RENTON Public Works Department Approved For Construction 40 0 40 80 scale feet S 7TH ST. AND SHATTUCK AVE S ALIGNMENT PLAN oELO8//23/16 "mGN-2 _ TESC NOTES O 1. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SEDIMENTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES NI SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT O MIGRATION OF SEDIMENTS TO OFFSITE PROPERTIES. RELOCATE OR INSTALL NEW TESC MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION CONTROL IS ALWAYS IN ACCORDANCE WITH KING COUNTY ESC REQUIREMENTS. z 2. CONTRACTOR SHALL PERFORM STREET SWEEPING DAILY WITHIN y PROJECT LIMITS TO REMOVE ANY SEDIMENTS FROM PAVEMENT. 3. CONTRACTOR SHALL APPLY MULCH TO ANY AND ALL DISTURBED o AREAS. a 4. CLEARING AND GRUBBING LIMITS SHALL BE MARKED ON -SITE WITH STAKES AND BRIGHTLY COLORED ORANGE TAPE 3 TO 6 m FEET HIGH OFF THE GROUND. a 0 5. PROTECT ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN m THROUGHOUT CONSTRUCTION. GENERAL NOTES .T to 1. CONTRACTOR TO COORDINATE WITH THE CITY AND PROVIDE A TRAFFIC CONTROL PLAN AND A TEMPORARY PEDESTRIAN ACCESS PLAN TO MAINTAIN ACCESS TO THE BUS PLATFORM AT ALL TIMES DURING CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SIGNAGE NEEDED THROUGH THE PROJECT AREA, INCLUDING THAT NEEDED FOR ROADWAYS AND SIDEWALKS. SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. LEGEND: REMOVE ASPHALT CONCRETE PAVEMENT ` CLEARING AND GRUBBING REMOVE CEMENT CONCRETE SIDEWALK ® PAVEMENT PLANING AND HMA OVERLAY x HIGH VISIBILITY FENCING — SAW — SAWCUT — CG — CLEARING AND GRUBBING X XS* X UTILITY TO BE ABANDONED BY REMOVAL f$¢� UTILITY TO BE ABANDONED IN PLACE. FILL BOTH ENDS WITH CDF REMOVE CHANNELIZATION AND RAISED PAVEMENT MARKERS I A "A- 1 CONSTRUCTION U "A" LI� STA "A" 11+72 10+00 11+00 17.00' RT STA "A" 10+98 12+00 WHOLE 1 6 STA STA "B" 50+99 0.00' T STA "B" 50+99 10.00' RT L STA "B" 50+99 1 0 27.16' RT I 15 13+45.92 18.50' LT ° 13+29.67 5 /�7-- STA "A" 13+00.17 ° 19.00' LT P STA "A" 13+00.17 G 7TH STREET 13+ 0 1 STA "A" 13+05 a r7 on' Rr STA "B" 51+05 3 I 0,00' T 3 a STA "B" 51+05 I ° I 10.00' LT I 3 22.50' RT STA "A" 10+00'�`-��m'�'��Im L AMA19 79 9 2 STA "A" 10+98.01 40.79' RT FEDAID: FA# CM-1292(002) in TO 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 rrr//// /////r � � 11 �� � ❑ �� rrrr/rr/ ���� �`� �� ��� 14 ���� ��� STA "B" 52+11.81 ` 23.00' RT ` `��` I ` STA °B" 52+16.61 21.00' RT � 1 �` 12 ` 97 / " " `. STA B52+40 1700' RT cc.� WHOLE 1 SLIP LANE ` ` �T � 5 STA "A" 11+99.68 v ////// 92.75' RT /rrrr/ // SAW / r///15 F� "A" sD / STA 11+42.01 PROTECT EXISTING TREE 109.72' RT 5 "B" 12 5 STA 52+55.20 STA "A" 11+47.91 ° STA "A" 11+99.66 21.80' RT / " " / '& 1 109.66' RT 109.57' RT PROTECT EXISTING TREE STA "B" 52+90.03 F 41.85' RT rrrr// DI All NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING Information show on this record dra'ing describes es —designed components and/or a nnstmcted components. Information regarding as—consWded components was prodded by others and .as not verinea. NO. REVISION BY DATE APPR 061 AS SHOWN om:arR �,eeai,ae, en JRL Dance: JCR DATUM aJRL nvsaovcSPr s— otcoao,"cav 5 I T STA "B" 51+56 10.00' LT t,Z 1. I LI STA "A" 14+16.50 13.00' LT O c'M ° + N 15 Q 0 LU I LI —jw LU 2 Z U) �J W �= W UU) Q I STA "A" 14+22.78 i32.29' RT STA "A" 14+16.57 1 22.71' RT STA "B" 52+37.21 i 33.61' LT STA "B" 52+34.44 STA "B" 52+34.44 ' T 11.00' RT I STA "B" 52+55 11.00RT CONSTRUCTION CE "B" LINE 53+47.54 K 1 STA "B" 53+47.54 11.00' RT Approved For BID Robert M. Hanson P.E. Date CITY OF RENTON Public Works Department Approved For Construction CONSTRUCTION NOTES 01 REMOVE CEMENT CONCRETE CURB AND GUTTER O2 REMOVE TRAFFIC MARKING O3 REMOVE CHANNELIZATION AND RAISED PAVEMENT MARKERS O4 REMOVE PLASTIC STOP LINE OS INLET PROTECTION OPLANNING BITUMINOUS PAVEMENT TO EXISITNG/PROPOSED LANE LINE O7 REMOVE EXISTING SIGN /o REMOVE EXISTING JUNCTION BOX 9O REMOVE EXISTING LUMINAIRE 10 EXISTING UTILITY TO BE RELOCATED BY OTHERS 11 ADJUST EXISTING UTILITY TO GRADE Ly 17 HIGH VISIBILITY FENCING 13 PROTECT EXISTING SIGN POST 14 PROTECT FIBER OPTIC LINE IN PLACE COORDINATE WITH CENTURYLINK 15 PROTECT SHALLOW FIBER OPTIC LINES KEYPLAN 20 0 20 40 scale feet 8/23/16 S 7TH ST. AND SHATTUCK AVE S ate. SITE PREPARATION AND TESC PLAN DM-1 SHEET SHEET 1 , a SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. d LL M M N a ` zno d FEDAID: FA# CM-1292(002) in TIB 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in so 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 Ti, w z Q Foo_ �� J -TFFO s 17+00 s s 5 17+69 --�-I-- — —� �rrrrrrrrrr�rrrrrrrr...r...r...r...r. NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING — a. Informatic shorn on this record Braving weJRL describes es —designed components and/or . JCR a nnstmcted components. Inf—stion regarding as—consWded components was scXroJRL prodded by others and ne not verinea. NO. REVISION BY DATE APPR = _T Approved For BID Robert M. Hanson P.E. Date AS SHOWN CITY OF om:aa".w a o�,e6aai�ae� 8 RENTON DATUM Public Works Department Approved For Construction Robert M. Hanson P.E. Date CONSTRUCTION NOTES O REMOVE CHANNELIZATION AND RAISED PAVEMENT MARKERS LEGEND: REMOVE CHANNELIZATION AND RAISED PAVEMENT MARKERS 20 0 20 40 scale feet 8/23/16 S 7TH ST. AND SHATTUCK AVE S aMa: SITE PREPARATION AND TESC PLAN a�wDM-2 SHEET 2 � a SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. 10 FEDAID: FA# CM-1292(002) in TIB 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 1 7TH STREET _► NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING11 IUR' .'IN. Information shorn on this record draving w describes es —designed components and/or e. JCR a nnstmcted components. Information regarding as—consWded components was scxroJRL prodded by others and ne not verinea. NO. REVISION BY DATE 1APPR = _T T�� CTION q "B" LINE Approved For BID Robert M. Hanson P.E. Date AS SHOWN a.=«� wes%1991 ,' °, CITY OF a � $ RENTON DATUM Public Works Department Approved For Construction Robert M. Hanson P.E. Date GENERAL NOTES 1. GRADE TO PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. LEGEND 25 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 24 ---- 25 ------ EXISTING MAJOR CONTOUR ------ 24 ------ EXISTING MINOR CONTOUR 20 0 20 40 scale feet 8/23/16 S 7TH ST. AND SHATTUCK AVE S ate. GRADING PLAN a�w GR— 1 � "A" LINE O Ef) rr It O 1.00' 10.50' i_ LEFT TURN LANE PLANING LIMIT (SEE SITE PREP PLAN) ---------I-- -- - — \ SAWCUT LINE (SEE SITE PREP PLAN) VARIES 1.50' 2.00' 11.00' 11.75' 1 F1 5.00' THRU LANE RIGHT TURN LANE SIDEWALK EXISTING _ _ — — --- GROUND —-----2.0% _ — 5 A ROADWAY SECTION SCALE: 1"=5' STA "A" 10+98 — STA "A" 12+80.25 VARIES 1.50' (2' MIN) SIDEWALK EXISTING VARIES 6 GROUND 2.% MAX SAWCUT LINE — — — — — — — — — (SEE SITE PREP PLAN) J EXISTING GROUND NW CURB SECTION SCALE:1"=5' STA "A" 13+00.2 — STA "B" 50+99.4 1.50'-1 r—(2' MIN) VARIES SIDEWALK VARIES 2.% MAX -1.00' (TYP ALL SECTIONS) SAWCUT LINE (SEE SITE PREP PLAN) SAWCUT LINE (SEE SITE PREP PLAN) � I NE CURB SECTION SCALE:1"=S' STA "B" 51+05 — STA "A" 14+16.3 2.00' —1 r 1.50' EXISTING -- GROUND 3:1 SLOPE a M D SE CURB SECTION N SCALE: 1"=5' STA "B" 52+34.7 — STA "A" 14+22.8 a 'o z so FEDAID: FA# CM-1292(002) qEN P. T in TIE 8-1-102(034)-1 �) BergerAliAM 5�w�""W� �G RECORD DRAWING CALL 48 HOURS �/ d—db`" --wihmm ns nisreaaman.Iny de�dnes �-designed components and/or BEFORE YOU DIG 33301 9th Avenue south, Suite 300 9 as-c°nst acted components. Intonation N Federal Way, Washington 98003-2600 "'''E" � agording as-wn*ad d wmpanents was 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 "` t�9�K pronded br °"C and "°' "°` YenOed NO 1 �- 5 (TO EXISTING CONSTRUCTION NOTES O HMA CL 1/2 IN PG 64-22 0.25' COMPACTED DEPTH — WEARING COURSE O HMA CL 1/2 IN PG 64-22 0.60' COMPACTED DEPTH — LEVELLING COURSE OCRUSHED SURFACING BASE COURSE 0.45' COMPACTED DEPTH 4O 4" THK CEMENT CONCRETE SIDEWALK 5O 2" THK CRUSHED SURFACING TOP COURSE O6 CEMENT CONCRETE CURB AND GUTTER 7O CEMENT CONCRETE TRAFFIC CURB 8O 2" THK PLANING AND HMA OVERLAY 1.50' 2.00' VARIES VARIES RIGHT LANE SIDEWALK EXISTING VARIES _ `GROUND 6 2.% MAX VARIES- -- — — —— — ---- ------ �1 --- 11- 5 5 E SW CURB SECTION SCALE:1"=5' STA "A" 11+72 — STA "B" 52+35 "B" LINE 11.00' 10.50' VARIES 1.50' F. 2.00' 5.00' SIDEWALK EXISTING GROUND ---- 5 ---5-- I a EXISTING SLIP LANE SAWCUT LINE �/ L 1.00, (SEE SITE PREP PLAN) (TYP ALL SECTIONS) ROADWAY SECTION SCALE: 1"=5' STA "B" 52+35 — STA "B" 53+47.5 5.50' r 0 50' VARIES 5.50'NTO 63.00' r 0.50' SIDEWALK I I EXISTING GROUND — — 1.0% _ --3 PARK AND RIDE SECTION SCALE:1"=5' STA "A" 11+47.9 (109.7' RT) — STA "A" 11+48.0 (59.1' RT) Approved For BID Robert M. Hanson P.E. Date E° CITY OF °0Ni wsasi�ss� JRL AS SHOWN a3 a "o RENTON ­ JCR Public Works Department so DATUM Approved For Construction OJRL REVISION BY DATE APPR o sPr sG" ""o"°,aaa" Rnhert M_ Hnnsnn P_F_ ❑nte S 7TH ST. AND SHATTUCK AVE S ROADWAY SECTIONS oELO8//23/16 �."RS-1 0 rr to O 10 FEDAID: FA# CM-1292(002) in TIB 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SF 1 /4. SFCTION 18 TOWNSHIP T ?3 N. RANGF 5 F. W.M. t o NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING IUR-11 Information shorn on this record dravinJRL g w describes es —designed components and/or e. JCR as -co ns-ted components. Inf—stion regarding as—consWded components was scxroJRL prodded by others and ne not verinea. NO. REVISION BY DATE APPR = _T AS SHOWN om:aa".w a o11 no, �,e6aai�ae� �� DATUM Approved For BID Robert M. Hanson P.E. Date 8 CITY OF RENTON Public Works Department Approved For Construction CONSTRUCTION NOTES OFACE OF CEMENT CONCRETE CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-03 OPERPENDICULAR CURB RAMP TYPE A PER WSDOT STD. PLAN F-40.15-02 OPARALLEL CURB RAMP TYPE A PER WSDOT STD. PLAN F-40.12-02 AS MODIFIED PER DETAIL D ON MD-1. OCEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F-30.10-03 OFACE OF CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD. PLAN F-10.12-03 OYELLOW WHEEL STOP SEE SHEET MD-1 FOR DETAIL O PLACE NEW HANDHOLD 264-TA WITH SKID RESISTANT LID FOR CENTURYLINK (BY OTHERS) :NERAL NOTES MATCH EXISTING CURB AND SIDEWALK AT TIE-IN POINTS. LEGEND MNEW CONCRETE SIDEWALK S 7TH ST. AND SHATTUCK AVE S ROADWAY PLAN oELO8//23/16 R"D-1 0 rr fr) O SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. 0 ------------ --------------24.4-- �'------------ --- ---------- ----C _-, G ----- CONSTRUTION "A" LINE 10+00 _ _ 11+00 BEGIN PROJECT= SDi, CB TYPE 1 BEGIN CONSTRUCTION= - -STA "A" 11+85.00 (34.4' RT) G STA "A" 10+00 -- RIM = 23.77 --' ,= IE (S) = 21.16 FO -- ---------------- ------------- `o FEDAID: FA# CM-1292(002) TO 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS �/ ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 �IIII um 1m, ;1111 wu EX CB #2280, CB TYPE 1 STA "A" 11+94.90 (86.9' RT) RIM = 25.02 IE (N) = 20,90 IE (SW) ee 21.00 (EX) uiln �'044 � aria i i unal'';pvp„aim � I ' 4 X 5 CB #1318, EX TYPE 2 - 48" STA "A" 12+84.27 (35.0, RT) RIM = 24.10 IE (S) = 19.90 (EX) IE (NE) = 20.30 (EX) ----- S--- ---------D-____� 12+00-___�z'P5ak-.: za 1c- - - 7TH STREET STA "B" 51+16.51 (13.8' LT) w RIM ) 23IE 21. 75 SD4, CONCRETE INLET W/ COMBINATION INLET o II STA "B" 51+34.97 (16.4' RT) RIM = 23.75 ° IE (S) = 20.50 I_ o .a 8 LF 12" HOPE 53 LF ROW_ , �F 12' HDPE SD7, WSDOT TYPE 2 - 72' _ - 35 HOPE FLOW CONTROL STRUCTURE W/ SOLID LOCKING LID 12 IN, STA "A" 12+82.14 (56.4' RT) RIM - 27.30 IE (S) = 19.90(EX) IE (E) = 20.15 E (N) = 19.90 (EX) SD2, CB TYPE 2 -(48" W/ COMBINATION INLET ------- STA "A" 13+15.95 (48.7' RT) ` ----- RIM = 23.94 IE (E) = 20.40 % -SD--- IE (SE) = 20.40 ; - IE (W) = 20.40 - CONCRETE INLET W/ / COMBINATION INLET STA "B" 52+33.29 (29.9' RT) RIM = 24.04 IE (NW) = 20.50 CONSTRUCTION (j "B" NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING . JRL Information shorn on this record dra,ing w describes es -designed components and/or " JCR a nnstmcted components. Inf-stion regarding as-consWded components was sc"caJRL prodded by others and ne not verinea. NO. REVISION BY DATE APPR = „- 30 LF 8" DIP 7" 14+00 _s �' EX MH #1294, MH TYPE 1 - 72" ---- a------ - STA "B" 51+44.93 (3.4' LT) _ - - RIM = 24.22 W G IE (N) - 21.50 _ -# IE (W) = 17.82 (EX) -- 0 +)T - 77 LF -- - 12" HOPE I \ , 21 LF �, 1 1/ 6 , I , o 0 CONSTRUCTION NOTES O1 REMOVE EXISTING CATCH BASIN. O2 NOT USED. OABANDON EXISTING STORM DRAIN PIPE AND FILL REMAINING PIPE ENDS WITH CDF. 4O ADJUST RIM TO FINAL GRADE. O5 CONNECT NEW STORM SEWER PIPE TO EXISTING STRUCTURE. ORECONNECT EXISTING STORM SEWER PIPE TO NEW STRUCTURE OFIELD VERIFY DEPTH OF EXISTING STORM DRAIN PIPE BEFORE INSTALLING NEW CATCH BASIN. OCONNECT NEW STORM SEWER PIPE TO EXISTING STRUCTURE PER DETAIL B ON MD-1. Og REPLACE LID WITH SOLID RECTANGULAR LID PER CITY OF RENTON STD PLAN 204.10. 10 PROTECT FIBER OPTIC LINE IN PLACE. COORDINATE WITH CENTURYLINK. 11 INSTALL FLAPGATE AND RISER PIPE PER DETAILS ON MD-2. - 12 REMOVE EXISTING RISER PIPE AND FLAPGATE. GENERAL NOTES -- 1. CONCRETE INLET REFERS TO CITY OF RENTON STD PLAN 200.30. - 2. COMBINATION INLET REFERS TO CITY OF RENTON STD PLAN 203.00. 3. CB TYPE 1 REFERS TO CITY OF RENTON STD PLAN _- 200.00. 4. CB TYPE 1L REFERS TO CITY OF RENTON STD PLAN 200.10. 5. CB TYPE 2 - 48" REFERS TO CITY OF RENTON STD PLAN 201.00. SD3, CB TYPE 1L W/ COMBINATION INLET STA "A" 13+91.96 (38.4' RT) RIM = 24.09 IE (W) = 20.80 IE (SE) = 20.70 (EX) A \ IN�o \ C14� \ . � Approved For BID Robert M. Hanson P.E. Date AS SHOWN a�=«� wes%1991 ,' °, CITY OF a � $ RENTON DATUM Public Works Department Approved For Construction Rnhert M- Hnnsnn P-F- ❑nte KEYPLAN 20 0 20 40 scale feet S 7TH ST. AND SHATTUCK AVE S DRAINAGE PLAN oELO8//23/16 a."DR-1 0 75 O GRIND SAWCUT AND REMOVE .0' MIN 12" HDPE 1.00' 2.50' 1.00' MIN MIN MIN GRIND 1.0' MIN `0.21' HMA CL Y IN PG 64-22 \-0.64' HMA CL Yz IN PG 64-22 CSBC COMPACTED DEPTH PIPE BEDDING SEE SPECIFICATIONS A TYPICAL 12" LATERAL TRENCH SECTION SCALE: NTS 1"0 HOLE (TYP) 16" #6 REBAR DRIVEN THROUGH ASPHALT (TYP) 390 HOLE #4 REBAR (TYP)____\ 4 Y" SEAL Yz" DEEP HOLE WITH MORTAR I �n 4000 PSI ' I CONCRETE y„ Y4" 9,, SECTION I WHEEL STOP DETAIL ak I SCALE: NTS z o so `3w FEDAID: FA# CM-1292(002) qEN r. T in TIB 8-1-102(034)-1 �) BergerAliAM 5�w RECORD DRAWING CALL 48HOURS �/ macdbee"—desiastoiepnenrecord dnrd/o de�dnes �—designed components and/or BEFORE YOU DIG 33301 9th Avenue South, Suite 300 ° as-c°nst acted components. Intonation N Federal Way, Washington 98003-2600 "'''E" � agording as-con*aded wmpanents was 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 "` t�9�K pronded br °"C and "°' "°` YenOed NO na, REVISION EXISTING 12" HDPE PIPE (REMOVED)- EXISTING 24" CONC. PIPE IE=18.82 — PROPOSED 12" HDPE PIPE IE=19.41. SHAPE NEW PIPE TO FIT AND REGROUT THE OPENING WITH NON -SHRINK GROUT PER WSDOT SPECS SECTION 9-20.4(4). ALL JOINTS AND ALL OPENING CUT THROUGH THE WALLS SHALL BE GROUTED AND WATERTIGHT. EXISTING 18" HDPE PIPE IE=17.70 ------------- ----------� IF EXISTING 60" CONC. PIPE EXISTING 36" IE=14.45 EXISTING 48" HDPE PIPE IE=14.45 HDPE PIPE IE=14.30 (NOTE: EXISTING INVERTS TAKEN FROM AS-BUILTS) B NEW CONNECTION TO EXISTING VAULT SCALE: NTS OMIT PEDESTRIAN CURB AND GRADE EXISTING SLOPE TO MATCH BACK OF PAVEMENT 5' MIN 5' MIN ROW LINE ACCESSIBLE PEDESTRIAN PUSHBUTTON POST M POST FOUNDATION CURB RAMP -/ RAMP LANDING ` CURB RAMP J CURB &GUTTER -/ DETECTABLE WARNING SURFACE NOTES: 1. DIMENSIONS AND SLOPES PER WSDOT STD PLAN F-40.12-02 UNLESS OTHERWISE SHOWN. 2. ACCESSIBLE PEDESTRIAN PUSHBUTTON POST AND FOUNDATION PER WSDOT STD PLAN J-20.10-03. SEE SIGNAL PLAN FOR DETAILS. D PARALLEL CURB RAMP DETAIL SCALE: NTS Approved For BID Robert M. Hanson P.E. Date s�EAS SHOWN a o— a • 11 ws Ps., �� ° CITY OF °N JRL a"RENTON S 7TH ST. AND SHATTUCK AVE S we. JCR Public Works Department DATUM Approved For construction MISCELLANEOUS DETAILS OJRL BY DATE APPR 'eOV sar 5G�" ACC0R01NCL Rohert M_ Hnnsnn P_F_ ❑nte SHEET 1 oELO8//23/16 �: MD-1 N O 0 75 O PP ` r rri G � 9/1 j i m cF J ✓12 FLOW CONTROL STRUCTURE NOTES: INSTALL FLAP GATE PLAN - FLOW CONTROL STRUCTURE SCALE: NTS RIM ELEVATION = +27.3 - HANDHOLD ------- STANDARD GALV STEEL LADDER/STEPS, SEE NOTES 8 AND 10____ LIFT HANDLE, SEE NOTE 3 SHEAR GATE, 8" 0 MIN, SEE NOTE 2 18" INLET C4 z I ELEV = +19.9 N � INSTALL FLAPGATE SEE NOTE 9 CD z: N � a z M 18" MIN 1. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTE 1 FOR VERTICAL PIPE SUPPORT(S). 2. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTES 4, 7, 8, AND 9 FOR SHEAR GATE. 3. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTE 7 FOR LIFT HANDLE. 4. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTE 1, 2, 3 AND 5 FOR VERTICAL RESTRICTOR/SEPARATOR PIPE. 5. PIPE SIZES AND SLOPES PER PLANS. 6. METAL PARTS: CORROSION RESISTANT. GALVANIZED PARTS TO HAVE ASPHALT TREATMENT 1 PER WSDOT STD SPEC. 9-05. 4 (4) 7. LADDER/STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. 8. SEE DRAINAGE PROFILE PLANS FOR ADDITIONAL RIM ELEVATION, PIPE INVERTS, STRUCTURE TYPE, PIPE MATERIAL AND STATIONING. 9. INSTALL FLAP GATE SIMILAR TO EXISTING FLAPGATE LOCATED IN CB #1318 AND AS APPROVED BY ENGINEER. 10. ORIFICE SIZE SHOWN OBTAINED FROM RECORD DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ORIFICE DIAMETER ON EXISTING CB #1318 AND DUPLICATE SIZE ON NEW RISER PIPE IN SD7. ELEV = +24.3 PIPE SUPPORT, SEE NOTE 1 ELEV = +19.9 18" 0 RESTRICTOR/SEPARATOR PIPE SEE NOTE 4 - RESTRICTOR PLATE WITH 4-3/8" ORIFICE CUT ROUND AND SMOOTH ELEV = +17.9, SEE NOTE 10 72" 0 TYPE 2 CATCH BASIN d � MODIFIED AS SHOWN a BOTTOM ELEVATION = +15.9 m M 2 SECTION - FLOW CONTROL STRUCTURE SCALE: NTS 'o z so `3w FEDAID: FA# CM-1292(002) qEN P.. T in TIB 8-1-102(034)-1 �) BergerAliAM 5�w�°"W� �G RECORD DRAWING CALL 48 HOURS �/ Information " °°°w° on this p nen dnwIny de�dnes �—designed components and/or BEFORE YOU DIG 33301 9th Avenue South, Suite 300 D as-c°nst acted components. Intonation N Federal Way, Washington 98003-2600 "'''E" � agording as- *acted wmponents was 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 "` r�9�K pronded br °"C and "°' "°` YenOed NO 1LN JRL a we: JCR e D; RL REVISION BY DATE APPR Peo ,,._ GUTTER 8" WHITE THERMOPLAS- RAMP (TYP) LINE 6" MIN (TYP) A CROSSWALK DETAIL SCALE: NTS AS SHOWN Da:Dw".w DATUM Approved For BID Robert M. Hanson P.E. Date ° CITY OF RENTON Public Works Department Approved For Construction \-ST S 7TH ST. AND SHATTUCK AVE S MISCELLANEOUS DETAILS SHEET 2 ELO8//23/16 I —IN. No MD-2 10+00 BEGIN PROJECT= BEGIN CONSTRUCTION= STA"A"10+00 a M 0 z SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. GENERAL NOTES 1. SEE CITY OF RENTON STD. PLAN H032.1 FOR PAVEMENT SECTION OF STORM DRAIN TRENCH PAVING. 2. SEE ROADWAY SECTIONS FOR PAVEMENT SECTION DEPTHS. I ,Z) I I MATCH EXISTING LEGEND MATCH ______ I _ ____ _ _ o EXISTING -- r 1 � + NEW HMA PAVEMENT -----. LOW POINT @ PROP CB SEE SHEET A FOR I LOW POINT ® PROP CB I I I STA B" 51+14.17 CURB RETURNN GRADING STA B" 51+35.41 I FACEI EL 23.50 I EL 23.75 � I GUTTERR 14.93' LT I SEE SHEET PV-1A FOR CURB RETURN GRADING 15.46' RT I I h° I PC EL 23.50 PC EL 24.07 x�ti IT EL 24.31 I I I I - - ELEVATION WORKING POINTS CONSTRUCTION "A" LINE LOW POINT ® PROP CB SEE SHEET PV-1A FOR MATCH S S ST �- --� CURB RETURN GRADING ELA2A" 111+85 EXISTING �n� Spgq+� F�Spgq+� F ? ' B` MATCH WORKING POINT AT 11+00 34.25' RT 12+00 3.78 TTH STREET 1 00 �Sp6T �xj0 �S/RT �x3s I RTp x9js EXISTING FACE OF GUTTER -�- - - -�- -I ��- m w <n m w to m w to m w to m w to m w cn m w cn m w cn rpm ND r�� r-�� r�� r-�� NNNn NND NND NND NND SEE SHEET PV-1A FOR n a wcny wcnn v y wci �cny jcnn Asq , O Tq 0 O No 0 o w oo ro o F' CURB RETURN GRADING CURB AND GUTTER Co,� w� � rn�� o� rn� F O �� �N �N �N �N ?A 'PT .Tx `2 S>x �- - o n+i c+n o n+i c+n 9B pS6, �Sy MATCH 9�S t �Q Q-titi QP o cn o cn o cn o cn 9 B o� �� �`� CO �O _ _ � + icy °`�/ WORKING POINT EXISTING FACE OF GUTTER `�� S / AT FACE OF CURB p Tq / (PT) MATCH F� Op e1S FACE OF GUTTER i� I EXISTING - Y2 PT EL 24.72 16' - - ROW - - PC EL 24.13 Y4 PT EL 24.82 _41 PT EL 24.96 25.62 LOW POINT ® PROP CB 1 STA A" 13+15.95 � I / LOW POINT TRAFFIC CURB Yz PT EL 25.55 26.08 N c 25.53 EL 23.94 �� I I ® PROP CB `48.83' RT STA A" 13+91.96 ` PT EL 25.41 LOW POINT ® PROP CB I ROW J EL 24.09 38.30' RT Yz PT EL 25.47 25.49 2510 STA B" 52+33.30 I (PC) MATCH 25.00 EL 24.04 PT EL 24.07 EXISTING PT EL 25.35 29.75' RT r o I MATCH PT EL 25.90 N \� STA B" 52+50 `\ EXISTING EXIST CB EL 24.16 \ 24.91' RT STA A" 11+94.90 PC EL 24.42 RIM EL 25.02 Y4 PT EL 24.50 MATCH EXISTING 86.88' RT STA B" 52+75 EL 24.37 \ 21.32' RT + C TRUCTION "B" LINE X22 PT EL 24.63 \\ MATCH EXISTING Y4 PT EL 24.69 \\ MATCH \ EXISTING KEYP LAN (PT) MATCH EXISTING \ 20 0 20 40 s PLAN scale feet Approved For BID FEDAID: FA# CM-1292(002) in TO 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / BEFORE YOU DIG 33301 9th Avenue South, Suite 300 N Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. Robert M. Hanson P.E. Date RECORD DRAWING e,„mRL SEAS SHOWN ro e6°aisw, 0P10Ni DATUM °� CITY OF �$ �NTON Public Works Department Approved For Construction RoheH M_ Hanson PF_ ❑nte S 7TH ST. AND SHATTUCK AVE S PAVING PLAN 8/23/16 �a�aw. Informarwn shown on this record drawing dmdbes as -designed components and/or a onst_tm components. Intonation mgardi,q s- swated wmp ent w prodded by others and was not verified. w ". JCR s--..,.LY PV-1 °l 9 - 11 ea ". RL NO. REVISION BY DATE APPR = ROVEsar El a m a m CD O m STA "A" 13+06.11 a 23.28' LT tj BOC ELEV= 24.17 ROW V�I STA "A" 13+06.18 21.78' LT MATCH 1,HP ELEV= 24.17 EXISTING Ya DELTA 7.41 % PCC 23.92 �I DELTA M+ °O 23.86 STA "B" 51+29.20 ;. BOC RT o BOC ELEV= 23.79 Y2 DELTA 23.79 FACE OF GUTTER LP 23.75 DELTA F85 24.07 NW CURB RETURN PLAN SCALE: I" = 5' ZO5143.34' TA "A" 13+06.58 RT OC ELEV= 23.90 23 97LTA F GUTTER IL j u°'i M N '10� Z so FEDAID: FA# CM-1292(002) in TIB 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / BEFORE YOU DIG 33301 9th Avenue South, Suite 300 N Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 STA "B" 52+21.43 38.05' RT BOC ELEV= 23.97 7/4 DELTA SW CURB RETURN PLAN SCALE:1" = 5' RECORD DRAWING Information shorn on this record drawing describes se —designed components and/or r a onsbucted components. Infomwtion regarding as —co *u- components was provided by others am ras not verified. N0. REVISION FACE OF GUTTER GENERAL NOTES 1. SEE CITY OF RENTON STD. PLAN H032.1 FOR PAVEMENT SECTION OF STORM DRAIN TRENCH PAVING. 2. SEE ROADWAY SECTIONS FOR PAVEMENT SECTION DEPTHS. 3. SEE PV-1 FOR LOW POINT STATIONS AND ELEVATIONS. ELEVATION WORKING POINTS WORKING POINT AT WORKING POINT AT BACK OF CURB (BOC) FACE OF GUTTER (FOG) CURB AND GUTTER Robert M. Hanson P.E. Date a�=aa we;s;,aw, CITY OF AS SHOWN S 7TH ST. AND SHATTUCK AVE S $ RENTON DATUM Public Works Department Approved For Construction 0R01�y PAVING DETAIL Rohert M_ Hanson PF_ ❑rite FlELO8//23/16 a—IN. -1 A SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. 0 6.25' RT I -- I I I I 6 STA "B" 2.00 .... ..v123.20' RT 1.. . .... .... .... ... 10+00 11+00 12+00 7TH STREET -� 0 BEGIN PROJECT= ............................�ti 1 STA "A" 11+88 BEGIN CONSTRUCTION= 11.50 RT ..... STA "A" 10+00 ............... r r r r r r r r r r r- 1 c R3-7 (36" x 36") FEDAID: FA# CM-1292(002) in TO 8-1-102(034)-1 �) BergerABAM CALL 48 HOURS / ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 in Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 R3-7 (36" x 36") M NE 1 /4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M. RECORD DRAWING . JRL Information show on this record draving e. w describes es —designed components and/or JCR a nnstmcted components. Information regarding as—consWded components was scxroJRL prodded by others and .as not verinea. NO. REVISION BY DATE APPR = _T CONSTRUCTION NOTES OAPPROACH LINE CHANNELIZATION MARKER PER CITY OF RENTON STD. PLAN H002 OWHITE PLASTIC TYPE 2SL TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-01. 3 WHITE PLASTIC TYPE 2SR TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-01. OWHITE PLASTIC STOP LINE PER CITY OF RENTON STD. PLAN H008. O WHITE THERMOPLASTIC PARALLEL LINES CROSSWALK PER SHEET MD-2 (DETAIL A). I O DOUBLE YELLOW CENTERLINE CHANNELIZATION MARKER PER CITY OF RENTON STD. PLAN H001 O7 SIGN SUPPORT ST-2 PER WSDOT STD PLAN G-24.50-03. I 8O 4" WIDE WHITE PAINT STRIPE OYELLOW CONCRETE WHEELSTOP (9 EACH) SEE SHEET MD-1 FOR DETAIL I I O co + N i Q = 4 ° V 14+00 ' - W W W 2 ;5. ;I Z_ (0 J W !VW Cn � IQ J I� / I J I I STA ' B" 52+45 /� 15.40' LT I I k--CONSTRUCTION q "B" LINE Approved For BID Robert M. Hanson P.E. Date AS SHOWN a ,' °, CITY OF � $ RENTON Public Works Department DATUM Approved For Construction Rnhert M_ Hnnsnn PF_ ❑nte 20 0 20 40 scale feet 23/16 8/ S 7TH ST. AND SHATTUCK AVE S a8/ CHANNELIZATION PLAN CH— 1 SHEET 1 . SIGNAL PLAN LEGEND EXISTING NEW ---- ---- CONDUIT VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICLE PREEMPT DETECTION m O a TYPE 1, 2, AND (3, 7, OR 8) JUNCTION BOX =D 25-TA JUNCTION BOX LUMINAIRE POLE SIGNAL POLE W/ LUMINAIRE j PEDESTRIAN SIGNAL PEDESTAL W/ PUSHBUTTON ® SERVICE CABINET SIGN ON MAST ARM m SIGNAL CONTROLLER CABINET VIDEO DETECTION CAMERA ❑ B VIRTUAL VEHICLE DETECTION ZONE (DETECTION CAMERA) ♦ WIRELESS ACCESS ANTENNA (KING COUNTY FURNISHED) 0 CONDUIT RUN NUMBER OSIGNAL POLE STANDARD NUMBER OCONSTRUCTION NOTE GENERAL NOTES: 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT/APWA STANDARD PLANS, CURRENT WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, AND THESE PLANS. 2. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND MAY NOT BE ALL INCLUSIVE. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND DIRECTIONAL BORING. CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. ALL NEW METAL CONDUIT SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC REQUIREMENTS AND WSDOT STANDARD PLAN J-60.05-00 (TYPICAL GROUNDING DETAILS).. 4. CONDUITS AND JUNCTION BOX LOCATIONS ARE SCHEMATIC. VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 5. NEW JUNCTION BOXES LOCATED WITHIN PEDESTRIAN WALKWAYS SHALL HAVE SKID -RESISTANT LID SURFACE. 6. PROPOSED CONDUITS PLACE BENEATH ROADWAYS AND SHOULDER AREAS SHALL BE SCHEDULE 80 PVC. PROPOSED CONDUITS PLACED IN ALL OTHER AREAS SHALL BE SCHEDULE 40 PVC. DIRECTIONAL BORED CONDUITS SHALL BE HDPE. 7. ALL PEDESTRIAN PUSH BUTTONS SHALL BE ACCESSIBLE APS TYPE AND CONFORM TO THE CONTRACT SPECIFICATIONS. PUSH BUTTONS SHALL BE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 8. ALL NEW CONDUCTOR(S) SHALL BE PERMANENTLY LABELED IN EACH JUNCTION BOX, CABINET, AND TERMINAL CABINET. Q POLE NOTES: 1. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10-02. FURNISH AND INSTALL TYPE III DUAL MAST ARM SIGNAL POLE. FURNISH AND INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 764 EMERGENCY VEHICLE PRE-EMPTION DETECTOR, ONE VIDEO DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE NORTHBOUND MAST ARM. FURNISH AND INSTALL ONE 135 WATT LED LUMINAIRE (TYPE III, 4000K, FLAT LENS) WITH HOUSE -SIDE -SHIELD ON THE LUMINAIRE ARM. FURNISH AND INSTALL ONE VEHICLE SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS, ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY, AND ONE TERMINAL CABINET ON THE POLE. FURNISH AND INSTALL THREE (ONE WITH FLASHING YELLOW ARROW) VEHICLE SIGNAL HEADS, ONE TYPE 764 EMERGENCY VEHICLE PRE-EMPTION DETECTOR, ONE VIDEO DETECTION CAMERA WITH RADAR, ONE STREET NAME SIGN AND ONE REGULATORY SIGN ON THE WESTBOUND MAST ARM. 2. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10-02. FURNISH AND INSTALL TYPE III DUAL MAST ARM SIGNAL POLE. FURNISH AND INSTALL THREE (ONE WITH FLASHING YELLOW ARROW) VEHICLE SIGNAL HEADS, ONE TYPE 764 EMERGENCY VEHICLE PRE-EMPTION DETECTOR, ONE VIDEO DETECTION CAMERA WITH RADAR, ONE STREET NAME SIGN, AND ONE REGULATORY SIGN ON THE EASTBOUND MAST ARM. FURNISH AND INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 764 EMERGENCY VEHICLE PRE-EMPTION DETECTOR, ONE VIDEO DETECTION CAMERA, AND ONE STREET NAME SIGN AND ONE REGULATORY SIGN ON THE SOUTHBOUND MAST ARM. FURNISH AND INSTALL ONE 135 WATT LED LUMINAIRE (TYPE III, 4000K, FLAT LENS) ON THE LUMINAIRE ARM. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, AND ONE TERMINAL CABINET ON THE POLE. 3. CONSTRUCT FOUNDATION PER COR STD PLAN 117.1 AND POLE SCHEDULE. FURNISH AND INSTALL LED LUMINAIRE WITH PHOTOCELL, LUMINAIRE ARM, AND STEEL POLE. FURNISH AND INSTALL ONE SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS ON THE POLE. FOR LUMINAIRE POLE DETAILS, SEE COR STD PLAN 117.1 (EXCEPT INSTALLATION SHALL NOT INCLUDE THE PEDESTRIAN "SMALL SERIES" LED LUMINAIRE AND BANNER BRACKETS). 4. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10-04. FURNISH AND INSTALL ONE PEDESTRIAN PUSH BUTTON POST. FURNISH AND INSTALL ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 5. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10-04. FURNISH AND INSTALL ONE TYPE PS POLE AND ONE PEDESTRIAN SIGNAL HEAD. FURNISH AND INSTALL ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 6. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10-04. FURNISH AND INSTALL ONE TYPE PS POLE. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 7. CONSTRUCT FOUNDATION PER COR STD PLAN 117.1 AND POLE SCHEDULE. FURNISH AND INSTALL LED LUMINAIRE, LUMINAIRE ARM, AND STEEL POLE. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. FOR LUMINAIRE POLE DETAILS, SEE COR STD PLAN 117.1 (EXCEPT INSTALLATION SHALL NOT INCLUDE THE PEDESTRIAN "SMALL SERIES" LED LUMINAIRE AND BANNER BRACKETS). 8. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10-04. FURNISH AND INSTALL ONE TYPE PS POLE. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 9. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10-03. FURNISH AND INSTALL ONE PEDESTRIAN PUSH BUTTON POST. FURNISH AND INSTALL ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 10. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10-03. FURNISH AND INSTALL ONE PEDESTRIAN PUSH BUTTON POST. FURNISH AND INSTALL ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 11. CONSTRUCT FOUNDATION PER COR STD PLAN 117.1 AND POLE SCHEDULE. FURNISH AND INSTALL LED LUMINAIRE, LUMINAIRE ARM, AND STEEL POLE. FOR LUMINAIRE POLE DETAILS, SEE COR STD PLAN 117.1 (EXCEPT INSTALLATION SHALL NOT INCLUDE THE PEDESTRIAN "SMALL SERIES" LED LUMINAIRE AND BANNER BRACKETS). 12. EXISTING LUMINAIRE TO CONNECT TO SERVICE CABINET #S1, CIRCUIT C. 13. CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10-04. FURNISH AND INSTALL ONE PEDESTRIAN PUSH BUTTON POST. FURNISH AND INSTALL ONE ACCESSIBLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. 0 CONSTRUCTION NOTES: 11. FURNISH AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03 WITH LID LABELED "SIGNAL". 12. FURNISH AND INSTALL NEW TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03 WITH LID LABELED "SIGNAL". 13. CONSTRUCT FOUNDATION PER COR STD PLAN 117.1 AND POLE SCHEDULE. FURNISH AND INSTALL LED LUMINAIRE, LUMINAIRE ARM, AND POLE. FOR LUMINAIRE POLE DETAILS, SEE COR STD PLAN 117.1 (EXCEPT INSTALLATION SHALL NOT INCLUDE THE PEDESTRIAN "SMALL SERIES"LED LUMINAIRE AND BANNER BRACKETS). 14. REMOVE EXISTING LUMINAIRE, POLE, AND ASSOCIATED CONDUIT/WIRING/JUNCTION BOX. GRIND EXISTING FOUNDATION 2-FEET BELOW FINISHED GRADE. 15. EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 16. FURNISH AND INSTALL NEW TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03 WITH LID LABELED "TS". 17. CONSTRUCT TRAFFIC CONTROLLER AND ELECTRICAL SERVICE CABINET FOUNDATION PAD PER COR STD DETAILS 126.2. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET, TYPE TS2-TYPE 6 P+ CABINET, EAGLE CONTROLLER, INCLUDING ALL ASSOCIATED EQUIPMENT TO OPERATE A FULLY FUNCTIONING TRAFFIC SIGNAL SYSTEM. 18. INSTALL CONDUIT INTO EXISTING TYPE 7 JUNCTION BOX. ADJUST AND RAISE LID OF EXISTING BOX TO BE FLUSH WITH TOP OF SIDE WALK. 19. ROUTE FIBER THROUGH EXISTING CONDUIT. 20. SPLICE FIBERS IN VAULT ACCORDING TO FIBER OPTIC SPLICE DIAGRAMS S1.A AND S1.13. (DRAWING NO. SS1 AND SS2) COIL 100' OF FIBER SLACK IN THE VAULT. CONTACT COR IT NETWORK SYSTEMS MANAGER RON HANSEN AT (425)430-6873 AND TRANSPORTATION MAINTENANCE SUPERVISOR ERIC CUTSHALL AT (425)430-7423 TO COORDINATE WHEN SPLICING SHALL OCCUR TO MINIMIZE DISRUPTION TO TRAFFIC SIGNAL COMMUNICATION. 21. PROVIDE 75' OF FIBER SLACK IN THE JUNCTION BOX. 22. FURNISH AND INSTALL NEW 25-TA JUNCTION BOX PER SHEET SDI. 23. REMOVE CONDUCTORS AND ABANDON CONDUIT IN PLACE. 24. INTERCEPT EXISTING CONDUIT, EXTEND CONDUIT INTO PROPOSED JUNCTION BOX. 25. RECONNECT EXISTING LUMINAIRE ONTO NEW ELECTRICAL CIRCUIT C, SERVICE CABINET S1. 26. REMOVE EXISTING JUNCTION BOX. 27. INSTALL KING COUNTY FURNISHED AND WIRELESS ACCESS ANTENNA CONNECT WITH CAT-6 CABLE. CAT-6 CABLE SHALL RUN FROM THE TOP SHELF OF THE SIGNAL CABINET TO THE WIRELESS ACCESS ANTENNA. AFTER PULLING CAT-6 CABLE, CONNECT RJ-45 CONNECTORS TO EACH END AND TEST PIN OUTS. 28. REMOVE EXISTING LUMINAIRE, POLE, AND GRIND EXISTING FOUNDATION 2-FEET BELOW FINISHED GRADE. MAINTAIN AND KEEP OPERATIONAL THE EXISTING CIRCUIT FOR THE PARK AND RIDE LIGHTING SYSTEM. 29. FURNISH AND INSTALL ONE (1) 12CT FIBER PATCH PANEL (LC CONNECTORS) IN THE UPPER COMPARTMENT OF THE NEW DOUBLE DOOR P+ CABINET AND ONE (1) 12CT FIBER PATCH PANEL (SC CONNECTORS) IN THE LOWER COMPARTMENT OF THE NEW DOUBLE DOOR P+ CABINET AS SHOWN IN THE DETAILS ON DRAWINGS SD3. FURNISH AND INSTALL THE TSP INTERFACE PANEL. 30. CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF UTILITIES. UTILITY DEPTH IS KNOWN TO BE SHALLOW. 9. ALL NEW TRAFFIC SIGNAL, PEDESTRIAN HEADS, AND PUSH BUTTONS SHALL BE SECURELY COVERED WHILE NOT IN OPERATION. 10. NEW CONDUITS SHALL SHARE THE SAME TRENCH WITH OTHER NEW UTILITIES WHEREVER PRACTICABLE. 11. CONTRACTOR SHALL MAINTAIN THE EXISTING OR HIGHER LIGHTING LEVELS UNTIL NEW FIXTURES AND INSTALLED AND OPERATIONAL. 12. CONDUIT BENDS AND SWEEPS FOR FIBER CONDUIT RUNS SHALL NOT EXCEED 3-FEET MINIMUM RADIUS. 13. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR 90 DEGREE BENDS OR 360 DEGREES TOTAL. THE CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL Approved For Bid JUNCTION BOXES AS REQUIRED. 1g0AK7 0 Robert M. Hanson P.E. Date FEDAID: CM-1292(002) CITY OF 719 Second Ave., Suite 1250 F RECORD DR]d!­ "°°' CALL 48 HOURS 9 re `� 1„ 10 °�RENTON SIGNAL 8c ILLUMINATION Seattle, Washin ton 98104 mformodon shown on tnls a de°Danes o designed � pPublic Works Department(206)382-9800 c E4 l os-constructed componeo6.RECORD DRAWING WST WDATEA"R "eowm. DATUM A roved For Construction 7TH AND SHATTUCKBEFORE YOU DIG 'S d deepp SG-1 vwmvAksassoclates.corn SIONAL ' P a;ded9 by°others and was 1-800-424-55555 NO. REVISION BY gym. "" ORD1NG' Robert M. Hanson P.E. Date Eer 17 `29 NOTES: SE 1 /4 SEC. 18, T. 23 N., R. 5 E., WM I SEE SG-1 FOR 2. SEE SG-3 FOR WIRING ASCHEDULE, AND TRLUMIINOAIRE OSCHEDULE. D LEGEND. NE 1 / 4 SEC. 19, T. 2 3 N . , R. 5 E., W M JER SOURCE E PHASE) VIRTUAL VIDEO DETECTION AREA, TYP. SIGNING LEGEND 78" I Shattuck Al.S S1 42" cO S 7th St S2 12" R R 12" Y 12" 12" F 12" 12" G 12" LEFT TURN YIELD ON GREEN • R10-12 24"X30" S3 TENON HEADS NO. HEADS NO. HEADS NO. 31,71 21,22,23,41,42 28, 29, 48, 49 61,62,63,81,82 68, 69, 88, 89 SIGNAL DISPLAY NOTES: 1. ALL NEW VEHICLE SIGNAL HEADS SHALL BE LED TYPE. INSTALL TUNNEL VISORS AND 5" WIDE LOUVERED ALUMINUM BACKPLATES WITH A 1" WIDE STRIP OR YELLOW RETRO—REFLECTIVE TAPE AROUND THE PERIMETER OF THE BACKPLATE. USE MOUNT TYPE "M" FOR MAST ARM MOUNTS (PER WSDOT STD PLAN J-75.20-00) AND TYPE "K"FOR SIDE MOUNTS (PER WSDOT STD PLAN J-75.10-01). 2. ALL NEW PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH COUNTDOWN SOLID SYMBOLS AND EQUIPPED WITH Z CRATE VISORS. USE CLAMSHELL MOUNT STYLE. 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE ACCESSIBLE PUSH BUTTON (APS) ASSEMBLIES. 4. PROTECTED LEFT TURN LANES WITH FLASHING YELLOW ARROWS EB & WB. SIGNAL PHASE DIAGRAM PRE EMT 1 NOT USED 2 3 4--T 5 6 7 8 NOT USED yl � VEHICLE MOVEMENT F- PEDESTRIAN MOVEMENT --PERMISSIVE MOVEMENT A 2 B 4,7 C 6 D 8,3 t T v t t 10 0 10 20 30 Approved For Bid FEET Robert M. Hanson P.E. Date . 1 " = 10') FEDAID: CM-1292(002) ti Rw r "' oo CITY OF 719 Second Ave., Suite 1260 F RECORD DR]d!mng �_"°°' CALL 48 HOURS 9 re `"1„ 10"�f"M RENTON SIGNAL 8c ILLUMINATIONSeattle, Washin ton 98104 mformodon shown on thl, a d"°ndh. "s-designed nompPublic Works Department (206)382-9800 c E4 l o:-constructed component". RECORD DRAWING WST WDATEAPPR "rnwno. A roved For Construction 7TH AND SHATTUCKBEFORE YOU DIG ' S d t teak. pp SG-2 NAksassoclates.cofn SIONAL ' P nn;di.9 by°others and was 1-800-424-55555 NO. REVISION BY moo. ORD1NG' Robert M. Hanson P.E. Date J.- 18 oF29 MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION E1 - POLE ORIENTATION LINE (E1 ATTACHMENT POINT) POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (El ATTACHMENT POINT) E2 �-� 2 I WAWA ME �01 6100y SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE STD. NO. XX SIGNAL STANDARD NO. STD. NO. 02 WINDLOAD XXXX WINDLOAD XYZ WINLOAD 2000 CIF MANUFACTURER MANUFACTURER APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. AB12345 FAB. 6/14/2002 FAB. X/XX/XXXX FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III) - LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM \ OF 3/16" HIGH, STAMPED OR EMBOSSED. ATTACHMENT POINT ALL HANDHOLES AT 180° FROM E1 ANCHOR BOLT PLATE LOCATION STATION 90 9 POLE ORIENTATION AND ATTACHMENT POINT DETAIL NOTE: TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTIONS: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED) SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45^ INCREMENT SHALL USE A TYPE A MOUNT FOR TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR SINGLE PEDESTRIAN DISPLAY. SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY HORIZONTAL DISTANCE FROM STOP LINE 40' 45' 50' 53' - 180' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 5 SECTION DOGHOUSE 12" 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.5' 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY LUMINAIRE MAST ARM XYZ(ft) MAST ARM LENGTH X Y Z (ft) 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 16' 46.2 52.8 g g c g :g] c 0 0 0 � I II II � I I � I I O TYPE PPB TYPE PS TYPE I O HEIGHT OF PEDESTRIAN PPB POST PED. HEAD VEHICLE HEAD PUSH BUTTON: 42" STANDARD STANDARD OPLACEMENT SHALL BE 2'- 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4'- O" MIN. FROM CONIC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE O NOTES 1. MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. 2. FIELD INSTALLED. B1 a PAINT SPECIFICATIONS: ALL STEEL SIGNAL AND LUMINAIRE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005 "JET BLACK" WITH A HAMMER FINISH. O ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY. 1. DRILL 1" DIAM. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. B4 1 32 W9/D BI k a LEGEND a. VEHICLE DISPLAY b. VIDEO DETECTION CAMERA C. STREET NAME SIGN d. PRE-EMPT DETECTOR AND INDICATOR LIGHT e. POST MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. CABINET i. PPB-M j. HANDHOLE k. SIGNAL SIGN M. WIRELESS ACCESS ANTENNA ROADWAY B8 �' j B7 a 2 E E a F OR F 2 e h Eg VG h H H N 0 I I I ELEVATION IS TO TOP OF FOUNDATION o CURB OR EDGE OF SHOULDER j !'� I I SEE STANDARD PLAN J-26.10 LIMITS OF VERTICAL CLEARANCE FOR FOUNDATION INFORMATION. TYPE II, III APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING SIGNAL STANDARD THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD SIGNAL STANDARD DETAIL CHART STD NO 0 FIELD LOCATION POLE TYPE MAST ARM LENGTH MOUNTING SIGNAL MAST ARM DATA LUMINAIRE (X)(Y)(Z) FT3 CALCULATED POLE X Z ( ))() FT3 LUMINARE ARM (FT) POLE ATTACHMENT POINT ANGLES DEG ( ) FOUNDATION DEPTH (FT) SOIL PSF REMARKS OFFSET DISTANCE FT Z POLE CL TO ATTACHMENT ( ) ( ) ( POINT) WINDLOAD AREAS (FT) (X)(Y) STATION OFFSET LT RT ELEV P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B1 B2 B3 B4 B5 B6 B7 B8 B9 D E1 E2 F G1 G2 H I J 3' RD. 3' SQ. 1 13+35.82 47.46 X III DUAL 50 18.0 50.0 48.0 42.0 45.0 37.0 32.0 23.0 39.0 11.6 5.0 9.2 9.2 9.8 26.4 1726 0.0 186.0 90.0 180.0 135.0 0.0 90.0 30 SAME DEPTH FOR 4' RD. FND. 32 18.0 35.0 32.0 28.0 21.0 24.0 10.0 9.2 9.2 5.3 8 270.0 270.0 - 2 13+97.22 52.70 X III DUAL 45 18.0 45.0 42.0 36.0 39.0 30.0 26.0 17.0 13* 9.2 5.0 9.2 9.2 9.8 9.2 39.6 1481 12 0.0 180.0 135.0 90.0 30 SAME DEPTH FOR 4' RD. FND. 50 18.0 35.0 50.0 46.0 44.0 42.0 20.0 11.6 9.2 5.3 270.0 270.0 - 3 13+7.64 58.33 X LUM. - 35.0 39.6 52.8 12 90.0 180.0 270.0 180.0 9 750 LUMINAIRE POLE 4 13+2.34 46.31 X PPB 90.0 1.5 800 5 13+11.46 28.96 X PS 275.0 3 800 6 13+76.76 46.99 X PS 0.0 3 800 7 14+1.47 20.85 X LUM. 35.0 26.4 52.8 8 0.0 0.0-j[ 90.0 9 750 LUMINAIRE POLE 8 14+8.01 33.19 X PS 355.0 265.0 3 800 9 13+87.38 59.89 X PPB 0.0 1.5 800 10 13+16.96 60.46 X PPB 353.0 1.5 800 11 12+69.65 41.46 X LUM. 26.4 8 9 750 LUMINAIRE POLE 13 13+98.50 23.64 X PPB 90.0 1.5 750 "FL) I UKE SIGNAL HEAL)(INS I ALL A 1" UTAME ILK CUUF'LING A I I HE t3U I I UM OF I HE MA51 AKM FUK FU I UKE WIKING) Approved For Bid lg�I Robert M. Hanson P.E. Date FEDAID: CM-1292(002) CITY OF 719 Second Ave., Suite 1250 F RECORD D!Inf NG °�=°M �_"°°' CALL 48 HOURS 9 9 �ee - '� RENTON POLE SCHEDULE Seattle, Washington 98104 mformodon enown on tnlemwln I desodnes os-designed �000d/or Public Works Department (206)382-9800 c E4 l os-constructed comp°neood°" RECORD DRAWING WST 8/09/16 EHS weowm. A roved For Construction 7TH AND SHATTUCKBEFORE YOU DIG 'S d tact s was � pp SG-4 vwmv.dksassoclates.wrn SrONAL ' P °ided9 bysothers and wified. 1-800-424-55555 NO. REVISION BY DATE APPR gym. N "CCORD1N Robert M. Hanson P.E. Date Ecr 20 oF29 0 11)/4w DOORS O.D. CLEAR OPENING rBOLT DOWN LOCKING 1 (2) - J2"0 HEX BOLTS / 77 771-7-/7 7 77 771-7-/ YE A L1 /1/L/L/ /L/,4 717-/T/ 77 771-7-/7—/ 77 to !] O `v of A N No. 25P SUITABLE FOR H-20 WHEEL GALVANIZE DIAMOND PLATE LOAD IN OFF-STREET LOCATIONS DOORS W/LOCKING BOLTS WHERE NOT SUBJECTED TO HIGH DENSITY TRAFFIC PLAN VIEW WO INSERT W/HEX BOLT 1Y2"0 LIFT HOLE (2 EACH SIDE) (1 EACH SIDE) =JL� �, ADJUSTMENT 2' 4' i 4'-O" LONG GALVANIZED "C" CHANNEL (1 EACH SIDE) L LENGTH 10' WIDE KNOCK, IN FLOOR FOR INTERCEPTS SECTION A —A FIELD GROUT --------------- - — r — — — — — — — — — — —I- ------------ 5Y2"x10" BLOCKOUT i1 (1 EACH END) Fl DETAIL 1: 25—TA COMMUNICATIONS VAULT DETAILS NOT TO SCALE �goAK7 Gay wnsgr '+,/a FEDAID: CM-1292(002) 'ti ti�7 719 Second Ave., Suite 1250 F RECORD DR]tio. CALL 48 HOURS ' Seattle, Washing ton 98104 mformodon shown on thls — 3 describes o designed compo BEFORE YOU DIG Izosl aaz-s zoo a E4 on- —anted norm hems. SSr �ti regarding a n- t eted comRECORD DRAWING WNM1VAksassodates.cofn ONAL /14 provided by others and was 1-800-424-55555 N0. REVISION END VIEW BY I DATE I APPR I sr -- ING FROM RACKING HARDWARE ARD PLAN J-90.20 FOR TRUNK SPLICES, COIL HALF OF THE FIBER CABLE PRIOR TO ENTERING SPLICE ENCLOSURE. SEE PLANS FOR SLACK QUANTITY TO BE STORED SEE PLANS FOR NUMBER AND SIZE OF CABLES FIBER SPLICE ENCLOSURE PLACED TO MAXIMIZE FIBER BEND RADIUS. DETAIL 2: FIBER SPLICE ENCLOSURE AND CABLE STORAGE DETAIL NOT TO SCALE EXISTING CONDUIT DETAIL 3: FIBER OPTIC INSTALLATION DETAIL NOT TO SCALE GENERAL NOTES: 1. PROVIDE NON-SKID COVERS FOR LIDS WITH LOCKING BOLTS AND MARK WITH 'ITS' USING 3" HIGH LETTERING. THE LABEL SHALL BE STAMPED OR WELDED ON THE COVER. 2. ALL CONDUITS ARE TO BE MANDREL -PROOFED PER WSDOT SPECIFICATIONS. 3. UTILITY VAULT SHALL MEET ASTM C 478 WITH TWENTY-EIGHT (28) DAY 550OPSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. 4. VAULT COVER SHALL HAVE A SLIDE -LOCK DEVICE AND GROUND STRAP. 5. VAULTS SHALL BE SUPPLIED WITH HARDWARE MOUNTING RACK FOR CABLE STORAGE AND MOUNTING OF THE SPLICE CASE. 6. VAULTS SHALL BE CONFIGURED SUCH THAT THE TENSILE AND BENDING LIMITATIONS OF THE FIBER OPTIC CABLE ARE NOT COMPROMISED. VAULTS SHALL BE CONFIGURED TO MECHANICALLY PROTECT THE FIBER OPTIC CABLE AGAINST INSTALLATION FORCE AS WELL AS INERT FORCES AFTER CABLE PULLING OPERATIONS. Approved For Bid Robert M. Hanson P.E. Date na�=o� °�=�,ae, CITY 0 F 1. — 10, uLn� (811RENTON I o�ExCx I Public Works Department INTERCONNECT DATUM Approved For Construction COMMUNICATION VAULT D ETA I Robert M. Hanson P.E. Date SD-1 CAT6 ANTENNA CABLE ACCESS F OMNID DETAIL 1: ANTENNA AND ACCESS POINT MOUNTING NOT TO SCALE NOTES: 0 1. THE ROUTE 101 ANTENNA, ACCESS POINT, AND ACCESS POINT MOUNTING ASSEMBLY WILL BE PROVIDED BY KING COUNTY. THE CONTRACTOR SHALL INSTALL THE ANTENNA, ACCESS POINT, AND MOUNTING ASSEMBLY ON THE LUMINAIRE ARM OR MAST ARM AS NOTED IN THE PLANS. Z 2. SEE PLAN SHEET FOR INTERSECTION SPECIFIC MOUNTING LOCATION FOR ACCESS POINTS a � INSTALLED ON MAST ARM. ACCESS POINT SHALL BE MOUNTED ON THE OPPOSITE SIDE OF THE MAST ARM FROM THE SIGNAL HEADS. VERIFY LOCATION WITH PROJECT REPRESENTATIVE 0 PRIOR TO INSTALLATION. Of 3. CHASE NIPPLES SHALL BE FILLED WITH SILICONE RUBBER, ROOM TEMPERATURE VULCANIZED o (RTV) OR OTHER APPROVED SEALANT. 0 a i 0 4. CONTRACTOR SHALL CONNECT THE CAT6 CABLE TO THE ACCESS POINT. 5. COIL CAT6 CABLE INTO 6—INCH DRIP LOOP PRIOR TO PULLING CABLE INTO LUMINAIRE ARM/MAST a ARM. SECURELY FASTEN DRIP LOOP WITH TIE WRAP TO THE LUMINAIRE ARM OR MAST ARM. 4 y o s 3 � r T� O U —cE3a ola � o p N � � �no pU O M f io 4 �1g0AK7 aF Wasyr f N N m - FEDAID: CM-1292(002) ti Rw 719SecondAw.Suit. UM F RECORD DRAWING n z° ^ a Seattle, Washin ton 98104 mformodon shown on tms po—rdn. dmnd O. CALL 48 HOURS 9 desndbesns-desi a d9 a yne nomponen s nn /or o (206) 382-9800 a E4 as constructed components. Information M� w BEFORE YOU DIG sSr � gnrdi.9 ns-n—t—tk —ponents — aO W Q WNM1V.di(SaseoClates.Com ONAL provided by others and was not verified. 1-800-424-55555 NO xax:� DETAIL 2: LUMINAIRE ARM/MAST ARM MOUNTED ANTENNA AND ACCESS POINT REVISION NOT TO SCALE BY I DATE I APPR I --m. DATUM CAMERA / HOUSING Li DRIP LOOP H 0 Li w 0 0 r, TILT Fc PAN BRACKET VIDEO SPLICE ENCLOSURE WITH WEATHER TIGHT CABLE ENTRANCES CABLE CLAMP (BAND CLAMP IS UNACCEPTABLE) ARM DETAIL 3: MAST ARM MOUNTED VIDEO DETECTION NOT TO SCALE GENERAL NOTES: 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND SHAPE OF CABLE. 2. CAMERA ROTATION IN HOUSINGS TO BE ADJUSTED TO PROVIDE LEVEL MONITOR PICTURE. 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 4. ALL HARDWAYRE FASTENERS SHALL BE STAINLESS STEEL, TORQUED TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED WITH SUITABLE COPPER OPEN SPACES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. TILT AND PAN BRACKET, SENSOR BRACKET SHALL BE ALODINED ALUMINUM. 9. THE UNIVERSAL HUB PLATE SHALL BE CAST ALUMINUM — 6063—T6. 10. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. Approved For Bid Robert M. Hanson P.E. Date (a CITY OF RENTON VIDEO DETECTION DETAIL Public Works Department Approved For Construction ANTENNA DETAIL Robert M. Hanson P.E. Date SD-2 LEGEND 0 O U cE3a ola o 0n pU O M n f yNm rn io'a =axe S1.A (TRAFFIC SIGNAL INTERCONNECT) IN O C S 0 O C Z O GENERAL NOTES 1, FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. 1g0AK7 FEDAID: CM-1292(002) ti Rw ' 719 Second Ave., Suite 1250 F RECORD DRAWING CALL 48 HOURS Seattle, Washington98104 mformodon shown on thlo —rd d—ny 3 describes os—designed c mponents and/ar (206) 382-9800 a E4 onstrucNd components. Information BEFORE YOU DIG vww.dksassxiates.com SSIpNpy F�Gl 'gndm% -coast clad component was 1-800-424-55555 /sf. pro idea by oners and .os not vedded. EXISTING FIBER NEW FIBER ■ EXISTING SPLICE • NEW SPLICE © PROTECT END OF FIBER OPTICS H 7TH/RAINIER SIGNAL CABINET LOCATION: EX. 25TA VAULT Approved For Bid @ 7TH / RAINIER Robert M. Hanson P.E. Date � .1. — 10' off om �3„ee, CITY OF(a �n wHn, RENTON INTERCONNECT eRPo � oH����� DATUM Public Works Department : RECORD DRAWING WST 8/09/16 EHS CH—M. — Approved For Construction FIBER OPTIC SPLICE DIAGRAM SS-1 f NO. REVISION BY DATE APPR novm. s`"`"CORD1NG' Robert M. Hanson P.E. Date ccn 24 o N m !n m 0 N n A <_ m f rn m o o m s D m� x !n f*I Z Z m f S1.13 (KC METRO COMMUNICATIONS) Q Z U W r-------------------------------------------------------- O 0, 0- Dq LUE SEE SPLICE DETAIL S1.A z FOR SPLICE DETAILS = X 111LA01 RELATED TO TRAFFIC o G SIGNAL INTERCONNECT Z M ON DRAWING NO. SS-1 oN 0 o o —cE3a o10o O w o U 1 63 z000 yNm rn -' o aoo.. ioXa xax:� LEGEND EXISTING FIBER NEW FIBER ■ EXISTING SPLICE • NEW SPLICE ® PROTECT END OF FIBER OPTICS —wk 1 1 ' AQUA 96 AQUA 96 1 ' ROSE 95 ROSE 95 I 1 VIOLET 94 VIOLET 94 ' ' YELLOW 93 YELLOW 93 BLACK 92 BLACK 92 ' ' BLACK RED 91 RED 91 BLACK ' ' WHITE 90 40 WHITE 90 ' SLATE 89 SLATE 89 ' BROWN 88 BROWN 88 GREEN 87 GREEN 87 ' ' ORANGE 86 ORANGE 86 ' ' BLUE 85 BLUE 85 ' { m o < m m (Ax O O ' C r O m m czi c D m q `2 T. 0 m m Z Z m m ' Co Co W 2 Co J J J J J J J ' 1 A W N O c0 Co J 0 0? C. ' I I ' G m co D O r oom00m:zi 120 AQUA I ' M0m D Cl) z U m m z z m m 119 ROSE rn 0 I ' W W W W W w W N N N N N rn rn a w N o co m J m cn 118 VIOLET ' 117 YELLOW ' 116 BLACK ' 115 RED VIOLET ' ' 114 WHITE ' 113 SLATE ' 112 BROWN ' 111 GREEN I ' 110 ORANG ' 109 BLUE 1 W G m aa m G7 A 0 0 0 F 2 O m Z a] I ' c cvtroc->mmc1c q 0 ' m D m 0 m m Z Z m m x m ' N O t0 M J co tP ? W I ' BLUE I ' 1 I EX. 12CT DROP CABLE TO TSC CABINET GENERAL NOTES 1. FULL TUBE SPLICES SHALL SPLICE FIBERS TO MATCHING INTERNAL COLORS/NUMBERS. of Wasy FEDAID: CM-1292(002) 719 Second Ave., Suite 1250 F RECORD DR!t.fifwdn. NG CALL 48 HOURS Seattle, Washington98104 Infor--ion shown on thlo —g 3 describes os—designed c mand/ar (206) 382-9800 a E4 onA—Nd componentsation BEFORE YOU DIG vww.dksassociates.comSSICNAy E��l «yo dnq os-nonswoted nwos 1-800-424-55555 provided by of — and n NO z 70 1 O Z x �— _M co m om z 0 1, A A ? 2 Z Z Z m � 48CT EAST TO CITY HALL 48CT EX 48CT (NOT SHOWN FOR CLARITY) TO RR TERMINATION LOCATION: EX. 25TA VAULT EAST TO EAST TO TYPE 8 Approved For Bid CABINET @ 7TH / RAINIER 7TH / SHATTUCK 300' E OF RAINIER ON 7TH Robert M. Hanson P.E. Date 1" — 10' off o ae, CITY OF �n wHn, RENTON INTERCONNECT oH� DATUM Public Works Department o: RECORD DRAWING WST 8/091i6 EHS H—M.AT Approved For Construction FIBER OPTIC SPLICE DIAGRAM e SS-2 REVISION BY DATE APPR novm. s`"`"CORD1NG' Robert M. Hanson P.E. Date ccr: 25 `2 SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. NE 1/4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M 0 CBNC DWYI / 4H K iW - VETERINARY CONGWAL { LANDSCAPE CLINIC -I. LAWN I I APARTMENT BLOG W HOUSE HOUSE 4'CHLK ACP PARKING u! l GATE DT8' x x I _ LAWN .GONG 2 i---- �ANRS.G -- ------------ LAWN CP DWY P IvyDWY LAWN _ A� IR BS)Of HRPRRK . F +—c PDWY 24.0 / I 1 MPH' m SID— 1 so / so S 7TH ST / /A DUOUS TREE PLANTINd I sp SD Do10+00 11+00 12+0 , S LOPE P 25.0 s t s ..............• rn D GROUNDCO ER PLANTING N. 'f' w A SLOPE, P w / 0 G , c G PROPOSED SIDEWA _ • • • • • • • • • • • • • • • "Cb RB,'tYp E�K AND B SOIL PREP RATION, TYP I I MN - — — — — — — — — — — — — — — MH — — — — — _ _ _� ___—_______L-- 1 LAWN o` \ \\ \ \ \ — — \ — —-------- --- — LANDSCAPE— \Pf0!N04.ZV R i MNDS j -LJ.O —A 1 % / co PROVIDE 6' LONG CENTERSp SD N OF PLANTE I IS AREA,— LIMIT OF ,,P�I�RSNIT,lG EQUALS LIMIT P / \ QDT14" / GRADING aiSNLESS OTHERWISE SHOWN Y GROUNDCO E DI AA NT,ITI G C ON DRAWINGS — SEE CIVIL DWGS; / / N ANDSCAPE TYP L-3 MEET & MATCH EXISTING FINISH GRADE I I WITH A SMOOTH TRANSITION, TYP DT12" U) l \ \\ o TREE PROTECTION FENCING, TYP — SEE CIVIL DWGS N °RK i N N EXISTING LANDSCAPE TO REMAIN, TYP EXISTING TREE TO REMAIN, \ �\ n TYP — SEE CIVIL DWGS X a ACP PAR NG ` P OVIDE 6" CROWN ALONG CENTERLINE \ g' s OF PLANTER IN THIS AREA s�9 EXISTING SIDEWALK TO REMAIN 42a�c� \ �• Gc� �` \ `+\ NOTE: SEE SHEET L-2 FOR PLANTING SCHEDULE, NOTES, LEGEND & ABBREVIATIONS. h 0 IL �4f a Sv/ 20 0 20 40 60 o 6 Approved For Bid 1 FEET O z ST, E OF Robert M. Hanson P.E. Date AS NGTON FEDAID CM-1292(002) V(41C NSED RECORD DRAWINGS JH 11.09.16 gym' oxrzoxr m ' — LANDSQAP ARCHITECT RECORD DRAWING s ��04 02 , 5 J SAS SHOWN CITY OF S 7TH ST. AND SHATTUCK AVE S a�a� CALL48HOURS xEJL" �xa,NAVD RENTON Informatwn shown on this record Brewing N JULIET B. ONG desc bes as —designed components and/or AFC Public Works Department BEFORE YOU DIG onstructed_ponents, Infonnafpn DATUM Approved For Construction LICENSE N 667 regarding as —constructed componenss was "m�� mxcL- 1-800-424-5555 EXPIRES ON m by ohers and waa no erirea. REVISION BY DATE APPR Pao m �roxoxar PLANTING PLAN ar: Robert M. Hanson P.E. Date 27 2< T llO^ VJ cc �I O z d m O SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. NE 1/4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M PLANTING SCHEDULE SYM QTY Scientific/COMMON NAME SIZE/REMARKS TREES 3 PACIFIC SUNSET MAPLE/ Acer truncatum x A. platanoides `Warrenred' 2 PERSIAN PARROTIA/ Parrotio Persica GROUNDCOVER 775 CORAL BEAUTY COTONEASTER/ Cotoneaster dammeri 'Coral Beauty' 831 MOUNT VERNON LAUREL/ X, Prunus lourocerasus 'Mount Vernon' O 78 MASSACHUSETTS KINNIKINNICK/ Arctostaphylos uva—ursi 'Massachusetts' 3 CY DEPTH BARK OR WOOD CHIP MULCH ONLY 27 SY SOD INSTALLATION I PLANTING LEGEND 3 / B \ DETAIL IDENTIFICATION v L-3 SHEET IDENTIFICATION a Y k PLANTING ABBREVIATIONS N #/NO NUMBER GAL GALLON o %PERCENT MAX MAXIMUM a & AND MIN MINIMUM of © AT OC ON CENTER k B&B BALLED AND BURLAPPED QTY QUANTITY Copa CAL CALIPER REP REPRESENTATIVE CONT CONTAINTER SPEC(S) SPECIFICATION o CY CUBIC YARD SY SQUARE YARD g DIA DIAMETER SYM SYMBOL DWG(S) DRAWINGS W/ WITH o EX EXISTING TYP TYPICAL c� h 3" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER; SYMMETRICAL BRANCHING HABIT; 6' BRANCHING HEIGHT 7'-8' HT; B&B; FULL, WELL BRANCHED & WELL ROOTED; MULTI —TRUNK WITH THREE MAIN TRUNKS 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING @ 30" OC WITH 24" MIN OFFSET FROM CURB OR SIDEWALK 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING CAA 24" OC WITH 24" OFFSET FROM CURB OR SIDEWALK 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING @ 24" OC WITH 12" MIN OFFSET FROM CURB OR SIDEWALK SEE SPECS — SOIL PREPARATION PER DETAIL B, SHEET L-3 NOT REQUIRED IN THIS AREA SEE SPECS — SOIL PREPARATION PER DETAIL B, SHEET L-3 NOT REQUIRED IN THIS AREA; PROVIDE ALTERNATE SOIL PREPARATION AS DEFINED IN SPECS a �Cln J 1 (/(> u s N z STAlt OF WAS GTON 'v FEDAID: CM-1292(002) IC LASED LANDS ARCHITECT RECORD DRAWING CALL 48 HOURS Information sha.n on this m,nrd d—ng JULIET B. NG d—Ass as -designed components and/or BEFORE YOU DIG—aanswwated components, Information an �, LICENSE N 57 regaNing as—coreUucted components was as 1-800-424-5555 EXPIRES ON M ohes and vas not en ed. REVISION PLANTING NOTES 1. ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. PLANTING DRAWING IS BASED UPON BASE DRAWINGS DATED 9/05/2014. PREPARED BY: BERGER ABAM, 33301 9TH AVE S, SUITE 300, FEDERAL WAY, WA 98003; 206-431-2300. 4. WATER, INCLUDING HAND WATERING WITH A WATER TRUCK, REQUIRED FOR INSTALLING AND ESTABLISHMENT OF PLANT MATERIALS SHALL BE INCLUDED IN UNIT CONTRACT PRICE FOR "PLANT SELECTION 5. TREE LOCATIONS SHOWN ON PLANTING PLAN (SHEET L-1) ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS SHALL APPLY: A. FIRE HYDRANTS 6' B. UNDERGROUND UTILITIES 6' C. UTILITY POLES 10' D. DRIVEWAYS 10' E. STREET LIGHTS 25' F. CORNER OF INTERSECTIONS 40' G. STOP SIGNS AND YIELD SIGNS 40' aeAwa. Arc BY I DATE I APPR 1 -1— AS SHOWN 11 osao, . °re,,q, DATUM Approved For Bid P CITY OF RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Date S 7TH ST. AND SHATTUCK AVE S PLANTING SCHEDULE, LEGEND. ABBREVIATIONS & NOTES 04/02/15 Md' SE 1/4, SECTION 18, TOWNSHIP T 23 N, RANGE 5 E, W.M. NE 1/4, SECTION 19, TOWNSHIP T 23 N, RANGE 5 E, W.M TREE TRUNK Y2"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE / OR APPROVED EQUAL), SECURE TO TREE STAKE W/ #2 PENNY COMMON NAIL (ONE PER STAKE) \ V TREE STAKE _ ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH PAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND TREE TRUNK OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES W/ CHAMFERED TOP Y & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL a v~i WEBBED FABRIC TAPE o = o TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE I 3" BARK OR WOOD CHIP MULCH DEPTH " 3" HEIGHT WATER RING a = I 2.5:1 MAX UPHILL & DOWNHILL SLOPES m Lu - FINISH GRADE PRIOR TO PLACING 0 0 -I I BARK OR WOOD CHIP MULCH o' 1=1I II "— BACKFILL W/ 2/3 TOPSOIL TYPE A & 1/3 TL� EX SOIL, THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL--!—' COMPACTED TO 85% MAX DRY 12" GREATER DENSITY, VERIFY POSITIVE DRAINAGE THAN DIA 014 -SLOPE SUBGRADE TO PROVIDE POSITIVE WATER DRAINAGE PRIOR TO CONSTRUCTION ROOTBALL AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT SECTION A DECIDUOUS TREE PLANTING ON A SLOPE NOT TO SCALE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" BARK OR WOOD CHIP MULCH DEPTH; KEEP BARK MULCH LAYER AWAY FROM FOLIAGE FINISH GRADE PRIOR TO PLACING BARK OR WOOD CHIP MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL W/ 2/3 TOPSOIL TYPE A & 1/3 EX SOIL, THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER SECTION GROUNDCOVER PLANTING NOT TO SCALE FEDAID: CM-1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 'v�VQ STAT OF W SHI GTON CE SED LANDS( E ARCHITECT RECORD DRAWING i VA Information shown on this record dmwing JULIET 8. NG describes as —designed components and/or —constructed components. Information LICENSE re"ming as—constmcled components was EXPIRES ON pRMad by others and was not verified. REVISION LEVEL WITH TOP OF ADJACENT CURB OR PAVING I I I I_ UNDISTURBED EXISTING SOIL OR FLL COMPACTED I TO 8D MUM Y DENISITY,—� TYP; VERIFY III POSITIVE = DRAINAGE PRIOR TO CONSTRUCT ON STEP 1 STEP 1 EXCAVATE EXISTING SOIL TO 14" DEPTH BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. REMOVE SUBBASE FILL MATERIAL FROM PLANTING AREA AND PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. 3" DEPTH BARK OR WOOD CHIP MULCH, INSTALL TOP OF WOOD CHIP MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING INSTALL PLANTS FINISH GRADE TOPSOIL TYPE A r I I I I I FINE I I COMPOSTI N c STEP 2 STEP 3 STEP 2 INSTALL 2" DEPTH FINE COMPOST. STEP 3 SCARIFY COMPOST TO A MINIMUM 6" DEPTH INTO SUBGRADE. ENGINEER SHALL REVIEW & APPROVE WORK PRIOR TO PROCEEDING TO STEP 4. SOIL PREPARATION NOT TO SCALE 3" BARK OR WOOD CHIP MULCH DEPTH; KEEP BARK MULCH LAYER AWAY FROM FOLIAGE i1f�9[i]»iP►�91�7� OF PLANTING HOLE J m 0 0 0-1 UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER SECTION STEP 4 STEP 5 STEP 6 SECTION STEP 4 NOTES INSTALL MINIMUM 9" DEPTH OF 1. ALL DIMENSIONS INDICATE TOPSOIL TYPE A. REVIEW COMPACTED DEPTHS. FINISH GRADE WITH ENGINEER 2. SEE SPECS FOR SOIL PRIOR TO PLANTING. PREPARATION IN SOB PLANTING AREAS. STEP 5 INSTALL PLANTS. STEP 6 INSTALL 3" DEPTH BARK OR WOOD CHIP MULCH. TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING FINISH GRADE PRIOR TO PLACING BARK OR WOOD CHIP MULCH 2.5:1 MAX UPHILL & DOWNHILL SLOPES -I i IBACKFILL W/ 2/3 TOPSOIL TYPE A & II 1/3 EX SOIL, THOROUGHLY WATER SETTLE SLOPE SUBGRADE TO PROVIDE POSITIVE WATER DRAINAGE GROUNDCOVER PLANTING ON A SLOPE NOT TO SCALE AFC BY I DATE I APPR I .P 1—o: AS SHOWN om:om . vDs �i�ss, DATUM �� Approved For Bid CITY OF RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Date S 7TH ST. AND SHATTUCK AVE S PLANTING DETAILS rw 04a/02/15 a—.aL-3