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HomeMy WebLinkAboutzR-3426setT 50 \G 3 O i c� / t / m i i 0 Q U / U 0 O ry / z w z w / Q O Z Q Of / 0 on 0 0 0 U) 0 141% CITY OF RENTON FAINIER AVE, (SR 167) MPROVEMENTS PROJECT PHASE QHATTUCK AVE S. STORMWATER BYPASS DMJM HARRIS I AECOM 10900 NE BTH STREET, SUITE 750 BELLEWE, WASHINOTON 98004 PHONE: (425) 454.5800 FAX: (425) APPROVED FOR CONSTRUCTION CITY OF RENTON FEDERAL AID NUMBER: ARRAM0167(044)1 �> C/) S 3rd St ¢ E`9 Q co 3rd PI o �Q S 0 Q J Sw Sk SWI 116th I !St DATE SW 7th St cos D�a Cedar vi er a Da 5 h S Q Q L cn > >Cn U > 6 S C o � o S 7th St Cn > Cn V Q � 0 9th a' 0 2r Q1 O � N PROJECT SITE 10th �-405 L L O C a� S 15th St N CD LO Ln Cif >, � �, S 17th St � (D N 7 L LO 0 =S1 7 0 w NO . I, REVISION. VICINITY MAP_ N TS BY I DATE I APPR QJ. SYSTEM RECORD DRAWINGS SEP'TEMBER 2010 BASED ON CONTRACTOR'S RECORDS SURVEYED: RAINIER AVE S (SR 167) UHI G: SCALE: VERTICAL: NAVD 1988 IMPROVEMENTS PROJECT DESIONOM: NTS HORIZONTAL: NAD 1983/1991 FIELDBOOK: RZBRIEN CITY OF PHASE 1 PAGE: DRAWN: Y.JIANG t RENTON SHATTUCK AVE S STORMWAT'ER BYPASS DRAWING NO: DATU M CHECKED: ONE INCH Public Works Dept. VM01 R.MEYER AT FULL SCALE IF NOT ONE INCH FED AID NO.: ARRA-0167(044) TITLE SHEET AND VICINITY MAP SCALE ACCORDINGLY SHEET:. OF: APPROVED: � R.MEYER _ ❑0©0©0©u SECT.18 T.23N. R.5E. W.M. s- O 48" CPEP SD RECONNECT EXISTING 10"' SS PROTECT OR RELOCATE EXISTING SANITARY SEWER SERVICE, 6"MIN CLEARANCE SS PROFILE STA 17+23 SCALE: H: I' = 10' V1•-5' LLi O ca bi 0_ Z J V)� o Z W r� W Q }LO 0 pC CO N _ Ilww Waf V) W cn 3 uu j j O Cb p a_ a_ r u� " = Q CO " (0 coo C) N 4k f�� <N� �[] �NN �� N = 0r N N Do CD Coco 01 V) Ld fr W = II II _----�—COME CT EXIST1NIG-1 VSS- TO NEW SSMH #4 3� 9LF r�h p vc 0 @ Tj4s� 0 48" CPEP SD 10" PVC SS SS PROFILE - SSMH #4 SCALE: H: 1" = 10' V: 1 "= 5' J Z Rd- � 0 z W W W W N Ld UJ U W W a_[y U U C7 to U to : 00 Z_ U W (a r [ j csi 4 CTi d + d 4 N N N LC] r- LC] r Q Vl m:2 II II II Q g j V) C) E C" �_ 1 i �pp 0 1 �L7p 00 r 39.8 L.F. 12" CPEF S=0.13% SID PROFILE - CB#2 SCALE: H 1" = 10' V: 1 "=5' Z a F zw O z H .... Cn Q O — Z Z^ U U in r. co WW Q n a- WWa- a� N W W W a- U Z _ O J Q Qi " W W W W W of Ld 0 N U U W U f -- Z ~ r N W W W W W O 00 .� 3 U �3 �z�o G° rJUU�rJ" (° w - W W CQ CO " _ n W " " " " " 00 r r r W W— N r r (0 n i r] (o r In In� 00 � n � ][ � � N (o co p N h'7 [V =Nr� ¢N (6(6 N Fes- L6 N_Hu]NW VI H r N N N + r r r rrN � N ..-� + rr�d� Hm II II II II II II Ln (° 77 V) II m� II II II = II II �IQN�'w w o (n 0- w U OC W W W W W r C-DLn z VI () 0. W W W W Ld Ld 4 N d rz 0 o Qm� II C14�m II O orf Z V)U0h w — V] U OC W U LL-14 +`. _ --- -� •~tit_ t n 12" CPELn Uj o 5' 36 L.F. 12" CPEP r{ N S=1.67% 00 CV Co 19 L.F. `i$" S PVC, S=1.58% 13 L.F. >14" STEEL CASING BSD PROFILECB#4 #5 - SCALE: H: 1" = 10' SCALE: H: 1" = 10' V: 1 "= 5' V: 1 "= 5' RoSEWATER CLIENTS PEOPLE PERFORMANCE 1201 THIRD AvENJE, `'il ti06 6 SEATT-E, WASH NGT.QN y�i' 39-�. DMIM HARRIS I AECOM BELLEWE, WASHIN(iTON 96004 PHONE: (428) 454-6800 FAX: (425)1640220 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE ADDENDUM NO. 1 REVISION DESIGNED: K ewrni DRAWN: CHECKED: FL KDE111■ WRE 07/09 KRS APPROVED: BY DATE APPR K aIIIIIIIII■'lH W Cb ) WJ N a U W N r r n 4` r m� II U fr W Q V] Cn Z V] W W ^ 0- a- a- OLD. W 00 n 00 ~ LO �NPO LO LC] — LC] r PO (O r (D r N (n C0 r r m � li II II II II U0� W W W W W 0 N t2.5' 17.1 L.F. 12" CPEP S= 3.51 % W Z Vl Cb Cb d ii�d It '-` W W W r N 13- 0- 13- UUU N W a 0-N CO CQ + � N r + n LO00 r Q r�N�nn m II II II V) U E W W W W � \\\'A N 32.1 L.F. 12CPEr 5=6.85%O i L 4. 0' >r 00 T OC di W W W W W W W W (C] W r, n 0-N to r N r N r N r 00 r 00 r LC]Nwco0� toN 0 r M r 0 N C N r N (6 r r o � rn � II II II II II II N � r 37.3 L.F. 18" CPEP S=6.43% 3.2 L F. 18" DIP S=0.60% SID PROFILE - CB# 3 SCALE: H: 1" = 10' V: 1 "= 5' d r W U n cv Q CD 00 ry vN mm II U OC W 3" USE POLYETHYLENE FOAM AT GAS & WATER CROSSINGS SID PROFILE = CB #7 rvr ■rr■ ■ ■. ■ ■ r V: 1 "=5' SCALE:VERTICAL: NRVO / .rAM� 1 ■ HORIZONTAL -NAB 198383�1991 DATU M ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF qtet F=0N Public Works Dept. FED AID NO.: ARRA-0167(044) c a- N Lij a - LC] w U a_ Q 0) > oa 00 N N 00 � � Q < N Cn :2 RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS IMPROVEMENTS PROJECT PHASE 1 PAGE: SHATTUCK AVE S STORMINATER BYPASS :0., STORM DRAINAGE S UTILITIES SDO4 PROFILES AND SECTIONS :, AERNMmmu ,.n 8" DIA PVC SAN SEWER 48" DIA CPEP SD E 15.46' 14" STEEL CASING 8" PVC IE 14.51' ENCASE 13 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE SSMH #1 48" DIA MANHOLE ! r 14" STEEL CASING 8"PVC IE14.55' 48" DIA CPEP SD E 15.46' TYPE 2 CATCH BASIN, 84" DIA CASING DETAIL, THIS 8" DIA PVC SAN SEWER SHEET., - CORE DRILL AND CONNECT TO EXISTING MANHOLE. 'f RECHANNEL MANHOLE. -��-A------------ _--- 18" SS MH2383, 48 DIA PLAN INSTALL ADJUSTMENT RINGS STANDARD SOLID LOCKING AS NECESSARY, 4" MIN., RING AND COVER 16" MAX. HEIGHT IE 14.7' FILL CB SUMP TO IE OF 48" PIPE WITH CONCRETE SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS m 401, ' PROFILE 1 DETAIL SCALE: 1 °"=4' RvSEWATER d CLIENTS I PEOPLE PERFORMANCE 1201 TARO V. E E. SUITE 15-1 S_ATT_- •AAE ":;TON 95101 _;03' DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 OO FAX: (425) 4544 0 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 14" STEEL CASING 8" PVC IE 17.30' TYPE 2 CATCH BASIN 84" DIA EX 10" W 39.5" TO CROWN �i SSMH #3, 48" MANHOLE 12" DIA CPEP SD C7�B7 #4Ar� } 22" X 26f, I I CON C INLET 14" STEEL CASING I I 48"' CPEP S❑ 8" PVC IE 16.48' I I ry IE = 16.35' --�rf� ll1 - ,-- - } I I r +1-----�r�18— SS i------------� I I M H 2181 PLAN 54" MANHOLE ENCASE 12 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE CASING DETAIL, THIS SHEET. INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT EX 10" f 39" IE 16.35 SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS m STANDARD SOLID LOCKING RING AND COVER r PROFILE 4 DETAIL SCALE: 1 "=4' oE�cWE� SCALE' vmIm KOWM IL ®RAIJ1i CHECKED: OWE wcH Y DE LWI AT FULL QfJI F NCH ADDENDUM NO. 1 WRE 07/09WAPPR C NOT ONE NQ- APPROVED: SCALE I�CORGNGLY NO. REVISION BY DATE LOMITH VEtzncw MVD 1988 HORTIOWTkL- WAD 1983/1991 DATU M 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. 2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.) STEEL PIPE CASING MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE SIX (6) FEET 0. C. 1 r CASING SPACERS SHALL BE MAXIMUM OF ONE (1) FOOT FROM EACH SIDE OF PIPE JOINT (TYP.) SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CASCADE END SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SDR 35) CASING SPACERS CARRIER PIPE DIAMETER 6'" 8"" CASING DIAMETER 12"' 14" MIN. CASING THICKNESS 0.25" 0.25" SPACER BAN ❑ WIDTH 8" 8'" ANTICORROSION COATING THICKNESS: CASING — 12 MILS ❑FT NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. SEINER CASING DETAIL N T'S r CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVE S (SR 1 B7) IMPROVEMENTS PROJECT REIDEOM: PHASE -I PAGE; SHATTUCK AVE S STORMINATER BYPASS DRAWING NO: S I RM DRAINAGE& LMLMES S DETAILS SHEET a SECT.18 T.23N. R.5E. W.M. 0 0 �� ► v �1� 1 2� BUILDING 1 T T. C)0 � 1 3 SSA 18+90, 8 A 'f° n o 1 � STON LATE +�3 � Y4r4 WAY COW �.� _ TOP , IG MO ps `O MH843 SINCE 1800 ONE LANE ROAD AHEAD ` CONC. + + * + + • + + + + + + r + + + ♦ + CONC_ SIDEWALK e _ — Bp + a • + + • + a f ♦ + + ♦ CV F� w h 'BT r + 4 + ♦ + + ++++++r+7F +r`++7+**+F+ �A ao ? rON RP a QC SID D STOP S5 SS 1� CONO S - - r_x Q} MH84 oY 20+43,07 n _ SIGN cl 3E sr LL v /C d0 S 3 18+00 MH849 �' 87. 20+ ` 21+00 �. � t� JJ 32+00 �/ J — } — — — — — — 17+00 1s PVC plg. 1 � M 1 18" PVC , LO W w-,'R tiA " ah A ., SIGN 1fif' � _ — W *1 W 7R ►7 w w ■* 4r O. A .`A :. .J. .A W B 8T BT B BT T BT r p � G Yi1Z9Sl N-) CONC. '� ; r o, Q 7A CONC. SIDEWALK B o STREET CONC, SIGN MA1LB0?C 6.5' IRON FENCE — � L' LE AIN 3 STA 21+17 6.5' RT /-� T II II II h-I n {�MTI! LLED OUT AS MH2987 i C� N 1 4J C TI N P❑UCT" ON 57 RIM=2. SOUTH AVE 18, 42 CTR. CHAN. �� 5E� A TI RQ -57 RIM=28.08 INTERCEPTOR SEWER PLANS. 07 WA R A c4 � =18.85 1 INSTALL 3" SCH. 80 CONDUIT �N 1 STA 19+72, T THIS LINE IS CALLED OUT AS "PROPOSED TELE. DUCT" ON 2 CAP END OF CONDUIT 1987 SHATTUCK AVE. SOUTH j J INSTALL WSDOT TYPE 8 JUNCTION BOX (LOCKING LID) MARKED COMM. INTERCEPTOR SEWER PLANS, 4 REPLACE EX HANDHOLE WITH NEW TYPE 8 JUNCTION BOX IN NEW SIDEWALK � � � RECORD DRAWINGS � RCSEIWATER PLAN SEPTEMBER 2010 BASED ON CONTRACTOR'S 20 0 20 40 41 Lrr ' CLIENTSIPEOPLEIPERFORMANCE SCALE: 1" = 2D' I RECORDS 1201 THIRD AVENUE, SUITE 1500 SCALE IN FEET SEATT-. WASHIN•;TON 98'01 30 3 SURVEYED: RAINIER AVE S (SR 167) APPROVED FOR CONSTRUCTION SCAM. VERTICAL- NAw 19M IMPROVEMENTS PROJECT � DMJM HARRIS AECOM - DESIGNED: w— � HORIZONTAL- NAD 1983�1931 FlELDBOOK: rc.� 1 — ao CITY OF PHASE 1 PAGE: 10900 NE BTH STREET, SUITE 750 DRAWN: R. EDRpLNV OR N'I"Q SHATTUCK AVE S STORMWATER BYPASS IN NO: BELLEYUE, WASHIN(�TON 9�8QQ4ONE DATU M PHONE' (425j 45"OW FAX' (425j 454-02M CITY OF RENTON DATE CHECKED: HE � R. EDRALW AT FULL SINCHSE Public Works Dept. FIBER OPTIC PLAN SQ09 i ADDENDUM NO. 1 WRE 07/09 KRS ���� SCALE ONE INCH ILE ACCORDINGLY FED AID NO.: ARRA-01 fi7(O44) SHEET: 40 OF48 NO. REVISION BY I DATE I APPR K. SMrTH An"UmmNu r ub CP Cn I U Cn J m I d d C..] J U In 0 J CD z Lv z CD Cn Ld 0 a= 0 a_ Cn z d fE J 0 0 r .. L Cn 0 STA 16+65 \ EXISTING POWER VAULT O � f 4 EXISTING ST. LIGHT— � CONC. SIDEWALK --- 1 —�---- -- ------�-- ---- --- _--_� _ -4 7 ------- -- f --- ----- EXISTING ( 5) CONDUIT--+--��00�10 18+ 00 i� i Y 0 16" w W '" S LINE CONIC. F j A no HOUSER WAY S. NO PARKING CONSTRUCTION NOTES: 1 INSTALL NEW CITY STANDARD SERVICE CABINET WITH BATTERY BACKUP SYSTEM FOR STREET CONTROL AND TRAFFIC SYSTEM WITH A PHOTO CELL. REMOVE EXISTING CONDUIT DURING TRENCH OPERATION AND INSTALL NEW CONDUIT FROM POWER VAULT TO SERVICE CABINET. 3 INSTALL NEW TYPE 1 JUNCTION BOX. 1 INSTALL 2" PVC CONDUIT WITH 3—#14 AWG AND 6—#8 AWG CONDUCTORS. DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 5600 FAX- (425) 454-02 0 APPROVED FOR CONSTRUCTION CITY OF RENTON SECT .18 T.23N. 11 �1 MON. 1 WELL R.5E. W.M. L?LA1� WwAY CS1$OD ONE LANE ROAD, AHEAD Z4 — — — — -- — BP = ■ - -- - �.� a EXISTING ST. LIGHT �,. TO REMAIN ul)-ri 1 1h 1 PLAN SCALE: 1" = 20' REMOVE EXISTING STREET LIGHT DURING TRENCH OPERATION AND RELOCATE AS REQUIRED WITH STREET CONSTRUCTION IMPROVEMENTS AND INSTALL PEC ON TOP OF POLE. + INSTALL 2" PVC CONDUIT WITH 2—#8 AWG CONDUCTORS FROM RELOCATED STREET LIGHT TO JUNCTION BOX FOR STREET LIGHT PLUS 3—#14 AWG FOR PEC. RELOCATE LIGHT TO STA 18+69, 24.5' L. EXISTING 2" CONDUIT SERVICE TO EXISTING SERVICE CABINET AT SHATTUCK AVE. AND S 4TH ST. SEE DWG TS03 FOR SACRIFICIAL BEAM ELECTRICAL DETAILS. DATE &, I ADDENDUM NO. 3 NO. I REVISION O S. 4TH PL. q � Z ----' SHATTUCK AVE. 22+0❑ SHATTUCK AVE. �VFttti CONC. — — — SIGN SEE DWG TS02 FOR HEIGHT DETECTION WARNING SYSTEM ELECTRICAL DETAILS. 10 INSTALL 2" PVC CONDUIT WITH 6—#8 AWG FOR HEIGHT DETECTION WARNING SYSTEM, FLASHING BEACONS AND UNDER STRUCTURE LIGHTING AND 1—#8 AWG GROUND. 11 INSTALL 2" PVC CONDUIT WITH 4—#8 AWG (2—#8 POWER TO NORTH HEIGHT DETECTION WARNING SYSTEM AND 2—#8 AWG TO WARNING LIGHTS ON BEAM AND RAILROAD STRUCTURE) AND 1—#8 AWG GROUND. SU RVEYEU DESIGNED: D.BELLUOMINI DRAWN: Y.DARMAWAN CHECKED: J. KIM YD ❑ 7/09 APPRCVM- BY I DATE APPR R.MEYER SCALE; 1 „ = 20' ONE NCH AT FULL SCALE F NOT ONE NCH SCALE ACCORDINGLY VE RMAL- NAWD 1988 HORIZONTAL• NAD 1983/1991 DATU Y END PROJECT END CONSTRUCTION SHATTUCK AVE 22+ 33 12 NOT USED. 13 INSTALL 2" PVC CONDUIT WITH 2—#8 AWG FOR UNDER STRUCTURE LIGHTING AND WARNING LIGHTS AND 1—#8 AWG GROUND. CITY OF sinRENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 I I SCALE IN FEET RAINIER AVE S (SR 167) Lm IMPROVEMENTS PROJECT FIE LDBOOK: PHASE 1 PAGE.- SHATTUCK AVE S STORMWATER BYPASS DPAWNG NO: TRAFFIC SYSTEM AND TS01 WARNING LIGHT SYSTEM ;41 OF: It Lom"WABl- Rl ub H Cn 3 N 0 Cf1 i U m i d t7 d U U D O z LLI z 0 Cn Ld a 0 Cn z d I? C a .: i WE il] a L Cn a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUfTE 750 FlFI I FUI IE, WASHINGTON 980D4 PHONE: (425) 454-5800 FAX: (425) 454�?2Q ELEVATION APPROVED FOR CONSTRUCTION CITY OF RENTON DAT E A 119 0 A 1Alr" ►l]I 1DUCTORS HT CONDUCTOI w J C� Z Q W. 0 m TILT SVI PROBE SPRIN DOUBLE NUT`. Y2"O BOLT SECTION TII T C,WITCH ENCLOSURE SQUARE U—BOLT (3/8" 0) HSS BEAM 1 x5x6'-4-Y8 1" NIPPLE FOR CONDUIT (TYP. AT HANGER) HANDHOLE ** (TYP.) SEE ST07 STILT SWITCH e SEE CHANGE ORDER #2 AND APPROVED SHOP DRAWINGS FOR CHANGES TO THE SWING ARM ASSEMBLY ■ SPRING STEEL SUPPLIED TO THE CITY, BUT NOT INSTALLED CESIGNEO: DAELLUOMINI DmvN: Y.DARMAWAN CHEC Imo: J. KIM APPROVIM.- R.MEYER RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS sue: N.T.S. ONE NCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICJL• NAVO 19m HORIZONTAL: NAD 19&3/1991 DATUM ENCLOSURE FLASHING BEACON CONTROL IN NEMA 3R TERMINAL CABINET SEE ST05 FOR NEMA 3R TERMINAL CABINET DETAILS SEE TS-03 FOR FLASHING BEACON WIRING DIAGRAM POST WARNING LIGHT SEE TRAFFIC SYSTEMS �j z---HANDHOLE AS REQUIRED SHEET TS-03 4 CAP (TYP.} \ 12" LED YELLOW \ FLASHING BEACON W12— 2 SEE SHEET SGO1 FOR LOCATIONS SEE SHEET SG02 FOR DETAILS HSS 6 X 6 X 3/8" POST (TYP.) z n II Ili TYPE B JUNCTION BOX 2" PVC CONDUIT HEIGHT DETECTION ELEVATION NOTES: 1. INSTALL 2—#12 AWG AND 1—#12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO NEMA-3R ENCLOSURE FOR FLASHING WARNING LIGHT. 2. INSTALL 2—#12 AWG AND 1—#12 AWG GROUND FROM NEMA-3R ENCLOSURE TO FLASHING WARNING LIGHT. 3. INSTALL 2—#12 AWG AND 1—#12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO TILT SWITCH ENCLOSURE. 4. INSTALL 2—#12 AWG AND 1—#12 AWG FROM TILT SWITCH ENCLOSURE TO WARNING LIGHT CONDUCTORS IN JUNCTION BOX. CITY OF RENTON Public Works Dept. FED AID NO.: ,ARRA-01 G7(044) IMPROVEMENTS PROJECT RI PHASE 1 ME; SHATTUCK AVE S STORMWATER BYPASS HEIGHT DETECTION WARNING SYSTEM TS02 ELEVATION AND PLAN = 4 DI-121713141216 CI] z C, 0 J J m i d J d C..] J U a J a J c� z w z 0 U) Uj Q a= a a_ In z d ill a a J .. a C P a a In 0 -12" LED RED FLASHING WARNING LIGHTS 6"0 HANDHOLE @ NIPPLE LOCATION** 8' MIN. wel1 1 CENTER OVER 10' LANE L W12— 301 CENTER OVER 10' LANE z SEE SG04 FOR DETAILS 1 j" NIPPLE @ SIGN (AS REQUIRED) 1 HSS 16" X 16" X 1/2" 12" LED RED FLASHING WARNING LIGHTS SEE ST05 FOR N EM A 3R TERMINAL CABINET DETAILS w J m z a Ln z w 0 w w Cn _--HANDHOLE SACRIFICIAL BEAM ELEVATION 00 oqo 0 00 o YELLOW — RED T� 8---7 —� I� SOLID STATE FLASHER UNIT r I R EEN Tholil� GREEN LINE N G TYPE B JUNCTION BOX TO FLASHINGFROM 120V 2" PVC CONDUIT BEACONS SOURCE WIRING DIAGRAM LED FLASHING BEACON CONTROL ASSEMBLY * CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. ** HANDHOL❑ IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1'-6" FROM ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE WSDOT STD. SIGN BRIDGE 10.1—A2-2. NOTES: 1. INSTALL 2—#12 AWG AND 1—#12 AWG GROUND FROM WARNING LIGHT CONDUCTORS IN JUNCTION BOX TO FLASHING CONTACTOR IN NEMA-3R TERMINAL CABINET ON TOP OF BEAM. 2. INSTALL 2—#12 AWG AND 1—#12 AWG GROUND FROM FLASHING CONTACTOR TO 12" LED RED FLASHING WARNING LIGHTS. RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS B 2-3/4" .111110 MOUNTING 3/4" PLATE FOR SIDE MOUNTING STRUCTURAL COLUMN OR PLATE SECTION A —A 1 /2" 0 STANDARD BOLT C'Al \11KI17M 1 /2" 0 LO WASHER CABLE GU 1/2" 0 NUT SECTION B—B v F__V 1O LOCK NIPPLE O2 NIPPLE O3 NOT USED O4 GASKET AND WASHER O12" LED WARNING LIGHT WITH BACK PLATE O6 MOUNTING PLATE (SEE DETAIL BELOW) DRILL HOLES AND ATTACH MOUNTING SHELF TO PROT TEE WITH (2) — 1 /2" BOL_ LOCK WASHERS AND NUTS POLE PLATE FOR WARNING LIGHTS 7/16" THICK PLATE 0 -LAT WASHER 1-1/2" NIPS PIPE THREAD FRUCTURAL )LUM N OR -ATE 12" LED WARNING LIGHT MOUNTING DETAIL q„ 9„ MOUNTING SHELF FOR WARNING LIGHTS ATTACHED TO PROTECTIVE TEE ON BRIDGE (PLATE, NUTS AND BOLTS ARE GALVANIZED) 12" LED WARNING LIGHT WITH STANDARD VISOR AND 5" BACKPLATE S" RAINIER AVE S (SR 167) APPROVED FOR CONSTRUCTION 5�. SAL_ Nm 19M IMPROVEMENTS PROJECT N DMJM HARRIS AECOM DESIGUED N.T.S. HORIZONTAL NAD 1983/1991 BOOK o.BELLUDMINI CITY OF PHASE 1 PAGE; 109M NE 8TH STREET, SURE 750 D Y.aARMAWAN apTU Y � RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 ONE C PH�hIE: (425) 454 FAX: (425) 454-02 a CHECKED: im NCH SACRIFICIAL BEAM, CITY OF RENTON DATE AT Fug SCALE Public Works wept. �.� N APND00R a' FED AID NO.: ARRA-0167(044) LED FLASHING BEACON CONTROL ASSEMBLY 43 48 NO. REVISION BY 1 DATE 1, APPR R.MEYER An"UNMH LLJ J I = I j T 0 ry a LLJ V) Lr I,,- w < , STA 18+10, 24'L 30LF 12" CPEP CB #7B, TYPE 2 (48") E-18.99 12" CPEP(N,E) 3 ' MH848 -� PROPO Fr PAVEM NT RIM=27.41 4B LIMITS, SEE SHEE RP03 IE NW=22 35� IE NE=21.68 ,� 37 20CB# 13 - " nnsir+ 1 I • .► H212 10SS (AL'AlND-ICI 011111111;;�� 25 1 j \\\ 12g 39 Ln Ai 38 0 j 18+OC W 41 sj49� 87. P w W w - BT T BT CONC. v r A 41 CEW-0 C82273 44 7 6.41-F 12 P S^1.51-7 ° { jl - MH849 C132203 RIM=27.53 CBS51 RIM-27.17 CTR. CH RIM=2 9 1 IE=24.57 =17.74 IE=2 8 WITH CONTROL STRUCTURE I B2C195 36 37 CB #8B RIBA-26_50 1E=24.31 CB #8C I STA 18+64.6 15.3R TYPE 2 (48") RIM=26.9 IE=19.7 12"CPEP(W) IE=19.8 12"CPEP(N) a_ o Li d. J U a� 0 two ._. Cn r� Ln W 00Z w or - +�NZf ^Nf1f L(] r` ca r":Nr �Z QEp r n II Ila r 77 LIJ w 40 L.F. 48" CPEP SD S=0.20% RosEWATER CLIENTS PECPLEI PERFORMANCE 1201 THIRD AVENUE, SLITE SEAT'' �'41NC ON 9810 r DMJM HARRIS AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-WW FAX: (425) 464.0220 SECT.18 T.23N. R.5E. + 18+40, 2 , CB #7C, TYPE 0. IE=20.02 E�X, 2 4109.4 LF 4'CPEP S= I4 1 ' j� �11�isw�l PAD 38 iWICIMA N STA 19+95.3, 19.81 1Dy11.25 DEGREE BEND BUILDING CB #9 ZO 0" PVC SS y- 39 MO 4 18 AEH843 RIM=27 L 3 s - l =28,01 1E E_ 77 IE= _ CTR. HAN. CB " =20 3 CPEP S� 24�'�' 1.1�33' "STEE NG �O SSMH #MH2987 s � sfi sL or t£ 1 CPE � 11,(11 6 L F 1 1 z lU MH 2779 RIM=31.51 L CTR. CHAN. PLAN SCALE: 1" = 20' wr r I I RAILROAD BRIDGE cn w `-' •• , CI) Hpz- ¢ ao as 0- Q Z O UZ J a r Z a J a -jH Ld�. N �U - x X U ` N U 0 Ld . �Z�af LUaU W Z w w ti - W = LdLU U L) L)� � Y U U Q CV CC] a N N Z N O CD U O Ld Ld ❑ ❑ L10 CO rrnz= J ooN Of �rn rno �m II II�� w w -i Q> Ldr: Q j NN tnU(if wwo ¢ ¢ x x c~nUocw x (A ryww W W W ?¢ PROPOSED E_ - 166 L.F. 48" CPEP SD S= 0.20 65.2 L.F. 48" CPEP SD S=0.00% APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 56.3 L.F. 48" CPEP SD S=0.27% PROFILE SCALE: H: 1" = 20' V: 1 "=10' NO. ADDENDUM NO 1 REVISION W.M. F. HYD. 21+14.5 57.6L CONSTRUCTION NOTES: W. VALVE REPLACE EXISTING WATER 21+24.7 59.7� CB #JOB CONCRETE INLET REMOVE EXISTING CATCH 1 STA 21,+86.9 21.9E SERVICE LINE TO MAIN 36 BASIN* �. RIM-27�8 �� (PIPE AND INSTALLATION IE=24.2 12 0PEP (E) BY CITY) 37 REMOVE EXISTING STORM 43 A MHZ REPLACE EXISTING WATER DRAIN PIPE* m RIM 2828-31 4 IE E=23.21 METER AND METER BOX 1E W=1$.81 REMOVE ABANDONED IE-N=20.2- (BY CITY) 38 IE�s=2o- SANITARY SEWER* 42� fi PROTECT EXISTING 8" 3 C16 0 24 WATER MAIN 39 REMOVE EXISTING MANHOLE* M .54 ' 31- RIIE CONNECT EXISTING STORM 19C 7 46 0 6 U7 DRAIN PIPE TO NEW CB, 41 ADJUST VALVE BOX VERIFY PIPE DEPTH PRIOR ADJUST HANDHOLE J_ BOX 48" CPEP 39 - TO CONSTRUCTION 42(COORDINATE WITH PSE AND S' , ABANDON AND FILL EXISTING STORM DRAIN PIPE QINEST ) 37 7 5 PROTECT EXISTING GAS LINE 43 ADJUST POWER VAULT H #10 (COORDINATE WITH PSE) COORDINATE WITH (PSE) M 1 18" Pvc 41 , 12 PROTECT EXISTING BURIED BURIED TELEPHONE (BT) = 2oa7 ,h : �A, _� N TELEPHONE CONDUIT 8w '" SHOWN MAY NOT EXIST. " 28 (COORDINATE WITH QWEST) TELEPHONE IS OVERHEAD, VERIFY PRIOR TO `" U P9 26 28 Q 12 2°� - 13 PROTECT EXISTING BURIED CONSTRUCTION. 0 POWER LINE (COORDINATE • 0 Q 1 'C. ATTU CI'\ � V E. WITH PSE} 46 FIELD LOCATE CB TO - - - INTERCEPT EXISTING STORM ION FENCE PROTECT EXISTING BURIED DRAIN PIPE FROM BUILDING p MH2987 CB2087 18 cBz05� 14 CABLE TV CONDUIT � RIM=29.57 RIM=27.15 MH841 �}1 RIM=�7.73 (NOT FOUND} CTR. CHAN. IE N=24.28 RIM=28.08 49 IE=2s.8s (COORDINATE WITH 47 WARNING - SHALLOW =18.42 IE E=2423 CTR. CHAN. IE W=2Z17 =18.85 COMCAST) WATER MAIN IN THIS AREA 30.7 LF 12" CPEP THIS LINE IS CALLED OUT As S=1 A 4% 15 GAS MAIN RELOCATION (PSE) 48 PROTECT POWER VAULT "PROPOSED TELE. DUCT" ON 1987 SHATTUCK AVE. SOUTH �� r�- Z (COORDINATE WITH PSE) INTERCEPTOR SEWER PLANS. CB #1OA 16 COORDINATE WITH VER120N 1 STA 21+87 15.5E BUSINESS FOR RELOCATION OF PROTECT EXISTING 3" DIA STA 20+21.8, 14.9'L TYPE 2, 48" EXISTING FIBER OPTICS LINES 49 CITY CONDUIT (COORDINATE 1-11.25 DEGREE BEND RIM=28.1IE-20.75 12" CPEP(S) 17 COORDINATE WITH ALLSTREAM WITH CITY) FOR RELOCATION AND IE=20.65 12" CPEP(N) PROTECTION OF EXISTING 51 INSTALL 18" OVERFLOW IE=23.4 12" CPEP(W) FIBER OPTICS LINE RISER AND SHEAR GATE, PROTECT EXISTING AT&T FIBER SEE DETAIL ON 18 OPTICS LINE (COORDINATE WITH SHEET SD07 AT & T) *UTILITY REMOVALS PAID SEE SHEET SD04-SD05 FOR FOR BY "REMOVAL OF 20 PROFILE STRUCTURE AND OBSTRUCTION". w 24 REPLACE AND RECONNECT EXISTING 10 SANITARY J cn o .-. J SEWER. N -Z Ld Jw o ❑- as �.w�.� o 00 IZ w a_ a_ w v) rn J w rn c� -- CL a cn N N a- 0 a- a C N 0- o .-. o N v o w v o 25 ADJUST MANHOLE t w U" U U" _ 0)U UZ t Q; a " CN = " 000 a - O �' +I co a- "~ co o ADJUST CB TO GRADE AND []C]1NN� 0 N >❑ -CO�r�N OC 2� + >- "� - ,n r r N °C + U r x af N + ~ n � ,n r INSTALL SOLID LOCKING COVER Q �} 117 Ifl I� U 0 C] � � 0 � _ c6 N7 U N Nr N N N r`� N N Y ►� N �`!r N Cq 28 CONNECT TO EXISTING STORM m II II 11 11 II o Q CI U w ❑� II II II II U DRAIN STRUCTURE cn U f,• W W W W W { 7 V <Y w H- 0° Vi c] rr W W W W x ci Lx�I 31 REMOVE EXISTING FIRE HYDRANT*, NEW FIRE HYDRANT AT STA± - 21 +14.5, 57.6' L 33 ROTATE MANHOLE TOP OUT OF f� CURB LINE AND ADJUST TO GRADE, REPOSITION LADDER WRE 107/091 KRS 8Y 1 DATE I APPR 117.3 L.F. 48" CPEP SD S=0.09% 16.5 L.F. 12" CPEP SD S=11.52% SURVEYED: DESIGNED: Kawffl DRAWN: III �M K N LLLA APPROVED: K S TH RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTORS RECORDS 210 0 20 4+0 SCALE IN FEET RAINIER AVE S (SR 167) DAI L: SCALE: vmnc&: NA110 19s8 IMPROVEMENTS PROJECT HORIZONTAL NAD 1903/1991 IE EOM l" - w CITY OF PHASE 1 PAGE tiA7U M a RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING N ONE INCH Public Works Dept. STORM DRAINAGE & UTILITIES SDO3 AT FULL Sc.ALE IF NOT ONE INCH p -AND-PROFILE STA 17+50 TO 22� SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) SHEET: 34 7 A0NrJw[TN[= SECT.18 T.23N. R.5E. W.M. 5TA 1 +82, 27' LT CONNECT TO EXISTING WITH 113' 10" SLEEVE(MJ) PROPOSED PAVEMENT LIMITS, SEE SHEET RP02 o I 0 2188 M=25.65 4 =23.26 CB860 2 AREA Uf (��7 ANHDLES W �� E U W (ems Atq 4 PEP S SS SS L'7 1 rya 1 ONC. MHr G G ------G�� G G d 44 3 LLJ Z MH2183 MH218 =26,01 RIJ EMNW-19.17 EMN 21..41 IE—NE=20.88 IE— =22.51 IE—S=19.68 IE E=22-5 r g I IE s11�21.29 < I STA 14+51, 10'R1 CB2185 CONNECT TO EXISTING EIM23666 WITH 4.0' 16" SLEEVE(M J) LLJ LLJ m ROSEWATER CLIENTS PECPLEI PERFORMANCE 1201 THIRD AVENUE, SUITE �TTLE. wk� DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUfTE 760 BELLEVUE, WASHINfiTON 98004 PHONE: (425) 4545800 FAX: (425) 454=0220 I MPi RIM=26.04 IE—E=16.36 CTR. CH AN. M 0226.09 . =H AN 17 MH2187 7.83 IM=25.62 MH2186 —N=20.07 =25.62 IE =20.07 C R: IE—S —20.12 N 20.08 IE— =22.92 N � c Iy �r4a T — MH21 IF f-, MITZ! �t- RHEA=26.21 1 16.1 CAN. LE E=16.56 IE N11---17.44 MH2179 RIM=25.3 0lE V=2 IE—NIE— LE - 0.10 7 1 I C621 4 RI —25.7 36 IC-$=24:00 -48 P 2 1 s' S5 L12" C P SD G w w ST 14+82, 4'L l 1-122.5 DEGREE BEND I I STA 14+84, 2'L 1 1 1-�22.5 DEGREE BEND I 7 15 Svc P1-1 c6 00 w BT CONC. i t ■f IQ cork. slaEwALl< CB21 J5 0�a1Ts x ,�. fi3RR[M-276 C92164 RIM=25-06z IE=23.96 STA 15+24, 10'RT THIS LINE IS CALLED OUT AS Q++"PROPOSED TELE. DUCT" ON r1-16 GATE VALVE 1987 SHATTUCK AVE. SOUTH u] MH21 s2 1 (INSTALLED BY CITY}INTERCEPTOR SEWER PLANS. 3a'3D'STA 14+84, 1O'R CD 1-16"+1 0" TEE MJxFL 1-10" GATE VALVE FLxMT • 1-THRUST BLOCK U) x APPROVED FOR CONSTRUCTION CITY OF RENTON DATE P31►7\ PROFILE SCALE: H: 1" = 20' V: 1 "=1 D' NO. ADDENDUM NO. 1 REVISION WRE 107/091 KRS BY I DATE I APPR SURVEYED: DESIGNED: K. SMRH DRAWN: R. EDRALN CHECKED: M. DE LLLA APPROVED: K. SMITH i r ` • r � n a O 0 O LLJ LLJ 07 a LO I Ld CONSTRUCTION NOTES: O2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND INSTALLATION BY CITY) O3 PROTECT EXISTING WATER METER AND METER BOX REPLACE EXISTING WATER O METER AND METER BOX (BY CITY) OINSTALL TRAFFIC RATED COVER ON METER BOX OPROTECT EXISTING 10" WATER MAIN, COORDINATE WITH RENTON WATER DEPARTMENT TO SHUT OFF MAIN DURING CONSTRUCTION OCONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION OABANDON AND FILL EXISTING STORM DRAIN PIPE 9 PROTECT GAS O LINE (COORDINATE WITH PSE) O10 COORDINATE WITH PSE TO RELOCATE OR PROTECT EXISTING UTILITY POLE CONSTRUCT 8" SANITARY SEWER THROUGH MANHOLE IN 14" STEEL CASING. SEE DETAIL, DWG SD06 15 GAS MAIN RELOCATION (BY PSE) pp SEE DWG SD04-SD05 FOR PROFILE 23 PROTECT OR RELOCATE EXISTING SANITARY SEWER SERVICE 25 ADJUST MANHOLE 2� CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TO EXISTING STORM DRAIN STRUCTURE 32 ABANDON STORM DRAIN MANHOLE 35 WARNING -UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. 3fi REMOVE EXISTING CATCH BASIN* 37 REMOVE EXISTING STORM DRAIN PIPE* REMOVE ABANDONED 38 SANITARY SEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 46 FIELD LOCATE CB TO INTERCEPT EXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIRE HYDRANT *UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION". 51 INSTALL 2-5 /8" SHACKLE ROD (STATION 14+82, 4'L TO STATION 14+84, 10'R) RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 err r I SfJXLE- IN, F EST e RAINIER AVE S (SR 167) 1" - 29 HORIZONTAL- NAD 1983�1991 ■ IMPROVEMENTS PHASE 1PROJ EST IE M CITY OFT PAGE � RENTON AVE S STORMWATER BYPASS DRAWING N DRTU M ONE IN� Publlc Works Dept. WATER LINE RECONSTRUCTION SD02A AT FAC sr�F PLAN AND PROFILE STA 13+50 TO 17+50 IF NOT ONE INCH SCALE ACCORDINGLY FED AID NO.: ARRA-01 fi7(044} SHEET: �F A0"wwmNv SECT.18 T.23N. R.5E. W.M. Ir— O co O W bi V) 0 Ln r1r) N- Q Cf) CD a Ld LLJ Cf) 0 Ln V) LLJ J C) r- Q ROSEWATER 1 CLIENTS I PEOPLE I PERFORMANCE 12.-1 THIRD AVENUE, SUITE 1500 16 SE4fT.. WASHIA;TON 98'01 30 3 i DMJM HARRIS I AECOM 10900 NE STH STREET, SUITE 750 BELLEVUE, WASHINGMN 98044 PHONE: (425) 45"OW FAX: (425) 454-OM 14.1 LF 12" CPEP S=6.74% - APPROVED FOR CONSTRUCTION CITY OF RENTON DATE PROFILE SCALE: H: 1" = 20' V: 1 "=1 0' SURVEYED; DESIGNED: SCALE K SMITH R. EDRALIN CHECKED: DNE N1CH M. DE LL1A AT FULL QfJI F ADDENDUM N0. 1 WRE 07/09 KRS C NOT ONE INCH APPRwED: scuE ►uccaRaNGLr NO. REVISION BY I DATE I APPR K. SMFTH VERTICAL• NAW 1988 HORIZONTAL NAD 1983/1991 DATU M 0 CD LLJ Ld (I) 0 L7 V) K) 0 Cn 0 Ld Ld C!) 0 Ln Q V) W z J U d CONSTRUCTION NOTES: O2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND INSTALLATION BY CITY) O3 PROTECT EXISTING WATER METER AND METER BOX REPLACE EXISTING WATER O METER AND METER BOX (BY CITY) INSTALL TRAFFIC RATED COVER O ON METER BOX OPROTECT EXISTING 10" WATER MAIN, COORDINATE WITH RENTON WATER DEPARTMENT TO SHUT OFF MAIN DURING CONSTRUCTION CONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION ABANDON AND FILL EXISTING STORM DRAIN PIPE 9 PROTECT GAS LINE (COORDINATE WITH PSE) iC COORDINATE WITH PSE TO RELOCATE OR PROTECT EXISTING UTILITY POLE 11 CONSTRUCT 8" SANITARY SEWER THROUGH MANHOLE IN 14" STEEL CASING. SEE DETAIL, DWG SD06 15 GAS MAIN RELOCATION (BY PSE) 20 SEE DWG SD04-SD05 FOR PROFILE 23 PROTECT OR RELOCATE EXISTING SANITARY SEWER SERVICE 25 ADJUST MANHOLE 2� CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TO EXISTING STORM DRAIN STRUCTURE 32 ABANDON STORM DRAIN MANHOLE 35 WARNING -UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) 36 REMOVE EXISTING CATCH BASIN 3� REMOVE EXISTING STORM DRAIN PIPE* 38 REMOVE ABANDONED SANITARY SEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 46 FIELD LOCATE CB TO INTERCEPT EXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIRE HYDRANT *UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION". RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 L.wli- SCALE IN FEET RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FlELDBOOK: PHASE 1 PAGE SHATTUCK AVE S STORMWATER BYPASS AWIN.' STORM DRAINAGE & UTILITIES SD02 PLAN AND PROFILE STA 13+50 TO 17+50 SHEET: . :, A0©Umm©u LEGEND Q J 0 m i a 4 U U v 0 0 r 0 z L� z c� LEI a a a IZ z a Of F- T) CI J .. a DMJM HARRIS I AECOM � 10900 NE BTFI STREET, SURE 75O � 891EVUE, W/13FIINOTON 880O4 PHONE: (425) 454-5800 FAX: (425) 454.0220 a m N ❑ CATCH BASIN ❑ INLET BASIN/YARD DRAIN �❑ STORM DRAIN MANHOLE STORM DRAINAGE VAULT �-� FLOWLINE ] CAP/PLUG LIGHT POLE UTILITY POLE/LIGHT POLE UTILITY POLE ANCHOR -~�- UTILITY POLE UTILITY POLE/UNDERGROUND POWER YARD LIGHT STROBE LIGHT ® WATER METER/POWER BOX WATER SPIGOT WATER MANHOLE WATER VALVE -0 WATER BLOWOFF VALVE FIRE HYDRANT ❑ ICB IRRIGATION CONTROL BOX 16 m IRRIGATION VALVE 5 SPRINKLER VALVE POST FLAGPOLE gU BUS STOP SIGN SIGN SINGLE POST SIGN DOUBLE POST SIGN HANDICAP SYMBOL o MAIL BOX CROSSWALK SIGNAL n TRAFFIC SIGN AS NOTED ❑ TSCB TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL POLE TS TRAFFIC SIGNAL VAULT TRAFFIC DETECTOR LOOP (TYPICAL) 0 BOULDER ROCKERY G3 SHRUB ❑ SMALL SHRUBS TREE -CONIFER TREE -DECIDUOUS STUMP 0 SEWER CLEAN OUT 0 SEWER MANHOLE ® GAS METER GAS VALVE POWER MANHOLE ® POWER VAULT []PR POWER RISER ® JUNCTION BOX Q GROUND ROD 0 BOLLARD/FENCE POST ® PAD MOUNTED TRANSFORMER IJ TRANSMISSION TOWER �TV TV RISER ❑] TV JUNCTION BOX TV TELEVISION VAULT FIBER OPTIC MANHOLE ® CABLE TV VAULT TELEPHONE MANHOLE ® TELEPHONE BOOTH O TELEPHONE RISER a TELEPHONE VAULT ❑TM TELEPHONE MARKER m TJB TELEPHONE JUNCTION BOX ABBREVIATIONS ABUT. ABUTMENT E. EAST, EASTING ACP ASPHALT CONCRETE PAVEMENT EL ELEVATION APPROX. APPROXIMATE EMBED EMBEDMENT A.P. ANGLE POINT E.O.P. EDGE OF PAVEMENT B.C.R. BEGIN CURB RETURN EQ EQUAL DISTANCE BLDG. BUILDING E.V.C. END VERTICAL CURVE B.V.C. BEGINNING VERTICAL CURVE ELEV. OR EL. ELEVATION BTV BURIED TELEVISION ESM'T EASEMENT C.B. CATCH BASIN EXIST., EX. EXISTING CI CAST IRON F.H., OR HYD. FIRE HYDRANT CJP COMPLETE JOINT PENETRATION FL FLOW LINE CL CLASS FM FORCE MAIN CONIC. CONCRETE FTC FOOTING C/L OR CENTERLINE GA GAGE CONN CONNECTION GALV. GALVANIZED CONST. CONSTRUCTION G.E. GRATE ELEVATION CONT. CONTINUOUS GV GAS VALVE CBSC CRUSHED SURFACING BASE COURSE HDPE HIGH DENSITY POLYETHYLENE CSTC CRUSHED SURFACING TOP COURSE HMA HOT MIXED ASPHALT CPEP CORRUGATED POLYETHYLENE PIPE HT HEIGHT DI DUCTILE IRON HORZ. HORIZONTAL DIA. DIAMETER HPS HIGH PRESSURE SODIUM DWG DRAWING INT. INTERSECTION D/W DRIVEWAY I.E. INVERT APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. REVISION JBOX JUNCTION BOX JT JOINT L.F. LINEAL FEET LT. LEFT OR LIGHT MAX. MAXIMUM MIN. MINIMUM MH MANHOLE N. NORTH N.E. NORTHEAST NB NORTHBOUND NO. NUMBER NOM NOMINAL N.T.S. NOT TO SCALE O.C. ON CENTER PERCENT PC POINT OF CURVE (HORIZONTAL) P.C.C. PORTLAND CEMENT CONCRETE PT OF COMPOUND CURVE P.I. POINT OF INTERSECTION PJF PREMOLDED JOINT FILLER F_ PLATE P.O.B. POINT OF BEGINNING P.0.E POINT OF END PP POWER POLE BY I DATE 1 APPR DESK*M- Y.JFANG DMWN: Y.JIANG CHECKED! R.MEYER APPFAMD: R.MEYER SCALE; wA ONE INCH AT FULL SCALE F NOT ONE INCH SCALE ACCORDINGLY P/T/TV OH 6P Bu T FO 5D 55 G L n \ ----42000 - SOIL BORING SURVEY CONTROL BM SURVEY CONTROL PK SURVEY CONTROL REBAR AND CAP MONUMENT IN CASE SURFACE MONUMENT MONITOR WELL ROCK WALL GUARD RAIL AERIAL POWER LINE W/ TELEPHONE AND TV OVERHEAD POWER UNDERGROUND POWER TELEPHONE FIBER OPTIC CABLE STORM DRAIN SANITARY SEWER WATER EXISTING GAS LINE BOUNDARY LINE RIGHT-OF-WAY RIGHT-OF-WAY CENTERLINE FENCE LINE BUILDING CONTOUR LINE P.T. POINT OF TANGENT (HORIZONTAL) P.O.T. POINT ON TANGENT PVMT. PAVEMENT PVC. POLYVINYL -CHLORIDE R RADIUS/RADIAL RDWY. ROADWAY REQD REQUIRED RT. RIGHT R/W RIGHT OF WAY SB SOUTHBOUND SD STORM DRAIN S/W SIDEWALK S. SOUTH SIG SIGNAL SCH SCHEDULE SQ. FT. SQUARE FEET SHT SHEET SS SANITARY SEWER SL STREET LIGHT SST STAINLESS STEEL STA STATION STD STANDARD STW STEEL, WELDED VERTICAL NAM 1988 HORIZONTAL• NAD 1903/1991 DATUM CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) SY SQUARE YARDS T/C TOP OF CURB T.O.C. TOP OF CURVE TP TELEPHONE POLE TRANSV. TRANSVERSE TS TRAFFIC SIGNAL TYP TYPICAL UG UNDERGROUND V.A.P. VERTICAL ANGLE POINT V.C. VERTICAL CURVE (LENGTH) VERT. VERTICAL V.P.C. VERTICAL POINT OF CURVATURE V.P.I. VERTICAL POINT OF INTERSECTION V.P.T. VERTICAL POINT OF TANGENCY W/ WITH WM WATER METER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WWM WELDED WIRE MESH WV WATER VALVE RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVE S (SR 1 B7) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS LEGEND AND ABBREVIATIONS PAG E LGO1 qm"" MHU SECT.18 T.23N. R.5E. W.M. N J WE u J DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-WW FAX (425) 454-02 0 6- CD J d W W C! CD Ln W z J INTERSECTION & A.P. R/W (� STA 14+82.30 = S. 6 TH S T. STA 6 0+ 00 a - +- - -i- -ice - —i- - I-, A 14+00 N 01 *15'52" E 15+00 16+00 SHATTUD f 3 0' I30. , w I o+ `° I 0 t 00 m {/ SHATTUCK AVE. R/W (� MONUMENT POINT STATION OFFSET NORTHING EASTING ELEVATION DESCRIPTION E 14+82.30 0' 176367.35 1299156.69 25.69 MONUMENT CASE AND COVER FOUND, CITY OF RENTON MON# 1898 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE n Q CD O W W CJ ��� W J U d RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 2❑ ❑ 2❑ 4❑ SCALE IN FEET I oESK;NEoe �`E` 1 "=2p� HORVMTICL ,, ;�,�, IMPROVEMENTS PROJECT Fly : V.BACURIN Aidt crry OF PHASE 1 PA9 E: ORFMIN: RENTON SHATTUCK AVE S STORMWATER BYPASS V.BACURIN DATUM CHECKED: ONE INCH ALIGNMENT/RIGHT OF WAY AL02 A. 4 AT FULL SCAT F PuhIIC Works wept. IF NOT ONE INCH STA 13+50 TO STA 17+50 APPROVM SCALE ►u)COROINGYY FED AID NO.: ARRA-0167(044) SHEET: 5 OF:48 NO. REVISION I BY I DATE I APPR 1 R.MEYER AnNumm"L 0 C L 0 0 Ln 0 co 16 n1 N co I 3" SHATTUCK AVE. 30' STORM DRAIN F7] 16.4' AND VARIES TO 20' 28' 19' I 17' VARIES NEW CROWN ❑1 3 L/ EXISTING CROWN 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION A—SHATTUCK AVE. STA 10+23 TO STA 11 +12 SHATTUCK AVE. 30' �ly 30' STORM DRAIN x1fhRIES 39' TO 37.9" 16.4' wl 19 I 17 NEW CROWN I VARIES ❑1 I VARIES_ —� 41 -. 1 1 3„ I � I `--� 2 033' �I r—_ _J 14 EXISTING CROWN I I I I I I I I O I� I I --- -------- --J 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION B-SHATTUCK AVE. DMJM HARRIS AECOM PHONE: (425)454aeee FAX: (425) 4eaa=D STA 11+12 TO STA 11+97 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. EXISTING GROUND i� I� Ix Iw i I i I I I I I I I - - I I EXISTING GROUND REMSION I 3: 1 ARIES 37.9' TO 32.9' wj I I I I I I I I I 0 r I VARIES 0 SHATTUCK AVE. q SHATTUCK AVE. 3 0' STORM DRAIN —0116.4' AND VARIES TO 14.71'� 19' 17' NEW CROWN i VARIES ;; a 3 0' 3 O1 O O 14 EXISTING CROWN 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION C-SHATTUCK AVE srn 11+97 TO srn is+az.aa 17' CONSTRUCT FLOW LINE OF CURB AT CONSTANT SLOPE BETWEEN STORM STRUCTURES. SEE SD SHEETS FOR RIM ELEVATIONS. EDGE CONDITION DETAIL DESIDAM: Y. JIANG DRAwrt Y.JIANG CHECKED: R.MEYER B Y DATE APPR R. MEYER N TS �" NTS ATT�11I 51AIF IF NOT ONE INCH SCALE ACCORDINGLY bE]iX&: NMO 1988 HORIZONTAL NAD 1983/19131 DATU M EXISTING CURB r II LJ CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) EXISTING GROUND NOTES: FilMAX CROSS SLOPE OF 5.0% 3 MATCH EXISTING PAVEMENT SURFACE ELEVATION. AT EXISTING CURB ❑16.2' AND TAPERS FROM STA. 12+74, 16.2' LT. TO STA. 14+ 38.35, 14.85' LT. STA. 11 +98 TO STA. 14+02.85 El SWALE GRADE LINE SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION ❑7 SEE DRAINAGE PLAN FOR LOCATION OF STORM DRAIN SEE EDGE CONDITION DETAIL ON THIS DRAWING F5-1 GENERAL NOTES; 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS SURFACING LEGEND; 1O HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE (D2" PULVERIZED ASPHALT 3O PULVERIZE, GRADE AND COMPACT EXISTING ASPHALT RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FIELDPHASE 1 PAGE-- . PAGE: SHATTUCK AVE S STORMWATER BYPASS TYPICAL SECTIONS RS01 1 OF 5 l CU�. 77. . DORIM©MR Q C7 C, N 0 U) I _r_ Cn / I 4 0 4 U Y V U) d rr / CD z w z Ca Cn LI 0 d 0 a_ Cn z .N f .. 0 C p.1 L 0 0 Ln a 0) CV a m a 30' 7' 5.5' r r SIDEWALK w I ❑. 5' T VARIES 2% . VARIES :I 17' SHATTUCK AVE. 30 , �I y 17.6' I # 13 D EXISTING CROWN 4" 3,p 0 I I I Cy- 10 5.5' .< i SIDEWALK wl 2%0.5' At 4. 4" 211 3 w E EXISTING GROUND 48" SD TRENCH, SEE DWG SD08 FOR DETAILS -(D STA 14+ 02.6 5 TO STA 14+ 44.28 (D STA 14+99.65 TO STA 15+13.48 F STA 14+02.84 TO STA 14+44.28 STA 14+99.65 TO STA 15+13.48 �I 7' 5.5' 5 x �- F-61 W 1 1� VA� R I ES _ _2% Fil U 9 � 611 4" 3 STA 14+44.28 TO STA 14+53 o� 1 2" STA 14+ 16.72 TO STA 15+ 13.48 ROADWAY SECTION D - SHATTUCK AVE. STA 14+62.84 TO STA 15+13.48 DMJM HARRIS I AECOM 10800 NE BiFI STREET, BUTE 750 BEJ.LEWE, WASF11N070N 90004 PHONE: (425) 464dBBB FAX (425) 484 422D APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. REVISION SHATTUCK AVE. �I 3 0' 3 0' UJ 5.5' 17' 17.6' SIDEWALK 0.5' - i 0 F7] 5i] VARIES 13 4" STA 15+ 13.48 TO STA 15+15.20 I �I �I w 1 F5 F6] 7' 5.5' F 1-1 VARIES 2% (Di ❑" Q 4" STA 15+ 36.42 TO STA 15+ 58.42 STA 16+28.42 TO STA 16+61.62 STA 16+61.62 TO STA 16+91.62 EXISTING CROWN Q 3'.01 48" S❑ TRENCH, SEE DWG SD08 0- GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH NOTES: IIRD01 SEE CEMENT CONC. ❑RIVEWAY ENTRANCE TYPE A ❑ETAIL ON ❑WG FOR FACE OF CURB ELEVATIONS �3 SLOPE TO GRADE NOT TO EXCEED 3:1 F5]SEE EDGE CONDITION DETAIL ON DWG RS01 F6]FULL DEPTH SAWCUT MATCH EXISTING PAVEMENT GRADE ESEE DWG RP02 AND RP03 FOR FACE OF CURB ELEVATIONS ROADWAY SECTION E - SHATTUCK AVE EVAX CROSS SLOPE OF 5.0% BY I DATE t APPR STA 15+13.48 TO STA 17+59.53 DEEIGNED: Y.JIANG DRAWN: Y.JIN%r3 CHECKED: R.MEYER APPROVED: R.MEYER �: NTS ONE IF NCT ONE INCH SCALE ACCORCMLY RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 11EHMML-- NMO 19M HORIZONTAL• NAD 19B3%1991 DATUM E SLOPE PAVEMENT STARTING FROM CENTERLINE TO GUTTER FLOWLINE SURFACING LEGEND: 1O HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE 2O 2" PULVERIZED ASPHALT 3O CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DRAWING F-005 5O DEPRESSED CURB, SEE DETAIL ON DWG RD02 O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE DWG RD02 9O CEMENT CONC. DRIVEWAY ENTRANCE 10 4" TOPSOIL TYPE C &SEEDING &FERTILIZING 13 PULVERIZE, GRADE, AND COMPACT EXISTING ASPHALT mtCITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT ELDIMCK: PHASE 1 PAGE- SHATTUCK AVE S STORMWATER BYPASS DRAWNG NO - TYPICAL SECTIONS RS02 2 0 F 5 l Q�. a Ar. ❑0©U©m©u SECT.18 T.23N. R.5E. W.M. a r U as as U] 0 Q U U 0 CD z Lil z CD Cn Ld 0 a a_ U) z a :N s r .. L U) 0 BEGIN PROJECT BEGIN CONSTRUCTION SH ATTU C K AVE 10+ 20.53 DMJM HARRIS I AECOM 10800 NE 87H STREET, SUITE 750 BELLEWE, WASHIPgTON 98004 PFIONE (425) 454-6900 FAX: (425) 454022U ASPHALT t_—" APPROVED FOR CONSTRUCTION CITY OF RENTON DATE REVISION GENERAL NOTES: 1. SEE ROADWAY PLAN & PROFILE ON DWG RP01-RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SD01-SD03 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: O� ABANDONMENT OF MONITORING WELL. WELLS TO BE DECOMMISSIONED. O2 REMOVE SIGN. PAID AS PERMANENT SIGNING. SEE DWG SG01—SG03 FOR RELOCATION. BY ! DATE I APPR SUF, I DESONEO: I Y.JIANG K.MCBRIDE CHECKED: A LASZL� APPROVED: R.MEYER SC E: 1 N=20, ONE INd, AT FULL SDALE IF NOT ONE INCH SCALE ACCORDINGLY N O n c� a w w V) 0 0 RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS .12101211191 ® INLET PROTECTION — — — SAWCUT REMOVING ASPHALT CONC. PAVEMENT PLANING BITUMINOUS PAVEMENT PULVERIZE PAVEMENT 20 0 20 40 immmrw SCALE IN FEET RAINIER AVE S (SR 167) VEWWAU WO AN IMPROVEMENTS PROJECT HO9I2tlNTAl MAD , /, ss, rC 'y OF PHASE 1E PAGE: Aami,RREIITTON SHATTUCK AVE S STORMWATER BYPASS DATu � Public Works Dept. SITE PREPARATION/EROSION CONTROL SPo1 5TA 10+00 TO STA 13+50 :12 :q FED AID NO.: ARRA-0167{044] ❑0©U©m© SECT.18 T.23N. R.5E. W.M. CD n Ar� i Ld Ld 0 L0 a N 0 IZ Cn I U m (D Cn rn I d 0 d C..] U Cn O CD z w z CD Cn Ld 0 0 IZ Cn z d of 0 s .. L Cn 0 m Iz N DMJM HARRIS I AECOM 109M NE STH STREET, SUITE 750 BELLEVUE, WASHINGT+ON 980a4 a PHONE: (425) 454-SSODO FAX: (425) 4544220 a as U) APPROVED FOR CONSTRUCTION CITY OF RENTON DATE PLAN GENERAL NOTES: 1. SEE ROADWAY PLAN & PROFILE ON DING RPO1—RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. LEGEND � INLET PROTECTION — — — SAWCUT REMOVING CEMENT CONC. PAVEMENT REMOVING CEMENT CONC. CURB REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING REMOVING CEMENT CONC. SIDEWALK PLANING BITUMINOUS PAVEMENT PULVERIZE EXISTING PAVEMENT REVISION BY .1 DATE I APPR 2. SEE DWG SD01—SD03 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: O� ABANDONMENT OF MONITORING WELL. WELL TO BE DECOMMISSIONED. DSEE REMOVE SIGN. PAID AS PERMANENT SIGNING. DWG SG01—SG03 FOR RELOCATION. O REMOVE SIGN. PAID AS PERMANENT SIGNING. O POWER POLE TO BE RELOCATED BY OTHER (PSE). qDPROTECT EXISTING MONUMENT DESIGNED: Y.JIAM K.MCBRIDE CHECKED: A LASZL� APPRC A-11. R.MEYER SC&E:1 "=20' ONE !LOH AT FULL STALE IF NOT ONE INCH SCALE ACCCIRDNGLY VERTrAu NA4D 19aa HORIZONTAL MAD 1983/1991 DATUM C= OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) n cn n 1ff T 0 V L,J _z J U RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 IIIIIIIIIIIIIIIIIIIIIIIIE SCALE IN FEET RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT LP: PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SITE PREPARATION/EROSION CONTROL SP02 STA 13+50 TO 5TA 17+50 -, . A ❑0©U©m© SECT.18 T.23N. R.5E. W.M. C0 U a 3 v M 0 Ul I C.} as Cn fn d O d C..] U Cn 0 If CD z Lq z CD Cn w 0 Ir 0 a_ Cn z d (E 0 2: 0 1-1 .. L a a Cn 0 0 J4 U ASPHALT o 0 42 o LL I f. f fi rr=ri _ - - - R — \ r \ 'wEL \ \ V) — CONC. 00 U w C622q J MH848 RIM = 27.41 IE N=20.80 IE NW=22.35 IE NE=21.68 NaM 0 MH849 CB2203 RIM=27.53 CB851 RIM=27.17 CTR. CHAN. EIM24.589 IE=24.57 WITH CONTROL STRUCTURE CB2095 114 RIM=26.5Dik 1 E= 24.31 NO PARKING 4 LEGEND - INLET PROTECTION SAWCUT X X— HIGH VISIBILITY FENCE REMOVING CEMENT CONC. PAVEMENT o REMOVING CEMENT CONC. CURB REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING, SITE REMOVING CEMENT CONC. SIDEWALK PLANING BITUMINOUS PAVEMENT EROSION CONTROL BLANKET PULVERIZE EXISTING PAVEMENT m HAL H5 UB 1 -0 155. C E C N w 5�,I ER= 99 8 30 EL 8T ; $ G=R i 0` , sYD r t BUILDING f � q YD Q •x 1 `•' o a v $4 MO L MH843 RIM=27.63 31 =28.01 1E E=23.77 5 iE= CTR. CHAN. xa =20.93 PHS LIN DOE i`r . nA'TL C11 , 36 w NG A ALT H2779 RIM=31.51 Z CTR. CHAN. 1 =18.00 L �f w xm C Fi �O8 or i it, l STONE PLATE F f W/4 W Y COW SINCE 1 D ONE LANE ROAD AHEAD 4 1 . t exQ +00 MH2987 B208--1-- r RIM=29.57 RIM=27:1 CTR. CHAN. IE N=24.28=28-08, =18.42 IE E=24.23 C' 8 A�. `s CONC. IE W=24.17 ABUTMENT L G THIS LINE IS CALLED OUT AS "PROPOSED TELE. DUCT" ON 1987 SHATTUCK AVE. SOUTH INTERCEPTOR SEWER PLANS, CAUTION: WATERLINE IS NEAR PAVEMENT SURFACE. PLAN- GENERAL NOTES: 1. SEE ROADWAY PLAN &PROFILE ON DWG RP01—RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SD01—SD03 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: Oz REMOVE SIGN. PAID AS PERMANENT SIGNING. SEE DWG SG01—SG03 FOR RELOCATION. 4O REMOVE SIGN. PAID AS PERMANENT SIGNING. O5 ADJUST EXISTING MONUMENT CASE AND COVER. SEE DWG RP03 FOR LOCATION. ORELOCATE LIGHT POLE. SEE DWG TS01 FOR LOCATION. O� REMOVE HISTORICAL MARKER. SEE DWG RD03 FOR LOCATION. o � l 4 Z M H 2O63 .;� 7 RIM=28.31 �-�-+ IE E=23,21 V IE ;16.81 IE-N=20.21 10 IE-S=20.31 ALT I CB2046 RIM=27.64 STREET CONC. SIGN 05CB2279 7 9 3IM2.88E= 8 CONTRACTOR TO CONTACT BNSF PRIOR TO WORKING WITHIN BNSF R.O.W. �❑ REMOVING PAINTED CROSSWALK LINE. FLAG TREES TO BE RETAINED AND PAINT WITH ORANGE OR WHITE "X" THOSE TREES TO BE REMOVED ACCORDING TO OWNERS REPRESENTATIVE. SET CLEARING LIMITS AROUND EXISTING TREES TO BE PRESERVED BASED ON RECOMMENDATION FROM CITY ARBORIST. PLACE HIGH VISIBILITY FENCE ALONG CLEARING LIMITS AROUND EXISTING TREES TO REMAIN. END PROJECT END CONSTRUCTION SHATTUCK AVE 22+33 ' *3 BRIM m m 75"If M, RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 �2 REMOVE TREE FrrrrI —� 13 REMOVING PAINT LINE SCALE IN FEET DMJM HARRIS AECOM 11 NE M STREET, SURE 750 6ELLEWE, WASHIN[3TON 98DQ4 PHONE: (4�45'4-58DO FAX: (425)454.022D APPROVED FOR CONSTRUCTION CITY OF RENTON DATE SUED; O P_11F; 1 =20 ONE IN AT FULL soaLE F NOT ONE INCH SCALE ACCORDINGLY Ham, , , 9M�, DATUM • CITY OF a RENTON public works wept. FED AID NO.: ARRA-0167(044) RAINIER AVE S 1 167} IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SITE PREPARATION/EROSION CONTROL 5TA 17+53 T4 5TA �2+33 : o ,, YjIlAw Fly : PAGE: DRAWN: Y.JIANG . SP�3 �� A-�O �ou1E� FLMEYER ;14 48 NO. I REVISION BY I DATE APPR An"UmmH SECT.18 T.23N. R.5E. W.M. 0 n rr Ch 7 C4 (D a_ o= i c� m i d 0 d C..] U 0 1-11 CD z w z CD Cn w 0 o= 0 a_ U) z d fE N C a .: .. L Q �SSTA 14+02.84 SHATTUCK STA 14+02.84, 17' LT _ BEGIN CEMENT CONC. SIDEWALK BEGIN CEMENT CONC. TRAFFIC , CURB AND GUTTER R1 CURVE DATA HORIZONTAL VERTICAL PO - 14+55.65 FLOWLINE 17.65' RT ELEVATIONS: ? = 89'53'58" BEGIN 25.08' R = 9.5' 1? 25.06' L = 14.94' D? 25.04' T = 9.48' 0? 25.02' PT - 14+65.15 EN D 25.00' 27.17' RT R2 CURVE DATA HORIZONTAL VERTICAL PC - 15+00.48 FLOWLINE 28.14' RT ELEVATIONS: ? = 90'35'18" BEGIN 25.13' R = 10.5' 1? 25.18' L = 16.60' D? 25.20' T = 10.61' 0? 25.13' PT - 15+10.98 END 25.03' 17.53' RT CD EL ❑C 0 W Ld Cn VARIES CD ASPHALT SWALE + 14+C Ir7 17.6 < r ~ PROPOSED PAVING LIMIT Ld z J 3" HMA 9 4 30' i� 1 � t++++ + +#++++f}�+++#+++ N - s� � �` #++++++* *++*++41/ 17' 0 - 15+00 vI SHATTUCK AVE. R1 �. _ R2 ,h .0 (n l CD SHATTUCK STA 14+10.72. 17.65' RT ICJi BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER MATCH EXISTING CURB DSTAS. 6TH 60+25,20, 18 .00' RT 17- S. 6TH STA 60+ 31.20, 17.18' RT CD END CEMENT CONC. TRAFFIC CURB AND CIL GUTTER AND SIDEWALK �G:f MATCH EXISTING CURB ROADWAY SECTION C W UA 35 SHATTUCK STA 15+08.00, 17' LT. 7 f' 30' 30' 5_ � 7CON- --A C 3" HMA 0 a- - � 5' 30' � � ® I p n Cn 46-5% - -= 0_. 4_-_- -- I SHATTUCK AVE. R/W LL 17' CD I� I� J S H ATTU CK 2 16+00 SHATTUCK 1 17+00 � STA 15+�7.42, 17' LT 2 5TA 16+46.16, 17' LT � SHATTUCK � 17.3' � COMMERCIAL DRIVE) COMMERCIAL DRIVE STA 16+87.15, 17 LXD - - ® (COMMERCIAL -DRIVE) Q - F- CONC. SIDEWALK Fume) W SHATTUCK STA 15+15.20, 17.54' RT z END CEMENT CONC. TRAFFIC CURB J AND GUTTER = MATCH EXISTING CURB SHATTUCK 8 LEGEND STA 15+ 07.92 17.86 RT� � CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 S. 6TH STA 60+35.78 BEGIN HMA OVERLAY S. 6TH �� STA 60+26.16, 17.28' RT s S. 6TH 8 STA 60+ 25.06, 18.44' LT S. 6TH STA 60+ 31.0 4, 18.44' LT BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES: AND GUTTER I CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. MATCH EXISTING CURB C2 V JGG UGI/11L UYVV RUV1. PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON GENERAL NOTES: O DWG RD01. rr) 4 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. 1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN. O O SEE DETAIL DWG RD01. 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14+82.30. CONSTRUCT FLOWLINE OF CURB AT CONSTANT O SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 ROADWAY SECTION D ROADWAY SECTION E Q TO STA 18+89.84, ELEV. 27.53. O NOT USED ROADWAY EXCAVATION INCL. HAUL = 241 CY Li I SHATTUCK STA 14+02, 19' LT END ASPHALT SWALE EXISTING GROUND p ELEV = 25.26' In 30 SWALE GRADE LINE 0.427 SWALE SLOPE C/) W 1 'n Ln N J 14+00 Ef .9 LD 15+00 PROFILE SCALE: H: 1 " = 20' V: 1 = 5 35 TYPE 2A SIDEWALK RAMP PER RENTON STD. PLAN DWG. F011. TYPE 3A SIDEWALK RAMP PER RENTON STD. PLAN F012. 0 30 Ln NOT USED. CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. SEE DETAIL ❑1NG RD01. 25 < Cf) `n W N N _Z 16+00 17+00 J C� RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 V SCALE IN FEET DMJM HARRIS AECOM 10900 NE 8TH STREET, suRE rso 6ELLEWE, WASHIN[3TIDN 98DQ4 PF�E• (4�454-58DO FAX: (4�454 ' APPROVED FOR CONSTRUCTION CITY OF RENTON DATE �: 1 =2D' " E AT C NOT � INCH SCALE ►uCCOROINGLY H ,, 9m �, ' DATUM CITY OF i RENTON Public Works Dept. FED AiD NO.: ARRA—O 167(D44) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS ROADWAY PLAN AND PROFILE STA 13+50 TO STA 17+50 Lm": n ,, Y��� Fly : PAGE ORNN": �-��' NG Na. RP02 °H �� APPROVED. FLMEYER 16 48 NO. REVISION I BY DATE _ APPR An"UmmH SECT.18 T.23N. R.5E. W.M. c] 0 CL C� �i 0 a_ o= I 0 r m I 4 a d U J U D a 0 o• c� z L`J z c� U) Uj Q a= 0 a_ In z a I? a 0 r a C 0 0 In 0 S STA 101 +50.00 1 r-k Irt rk lrk IT ,..,kI TRAFFIC CURB AND GUTTER BEGIN DEPRESSED CURB AND GUTTER S STA 100+77.18 S STA 101+43.18, 14.72' LT BEGIN' CEMENT CONC. BEGIN HMA PAVEMENT 1i TRAFFIC CURB AND GUTTER S STA 101+19.96 S STA 100+69.05 BEGIN CEMENT CONC. S STA 102+50.00 END CEMENT CONC. �`� TRAFFIC CURB AND GUTTER ` 111_nl� END DEPRESSED CURB 13 TRAFFIC URB AND GUTTER ` 5 STA 1D1+12.D6 `, AND GUTTER �' 1 YD A , SHATTUCK END CEMENT CONC. ', N STA 17+74.58, 17' LT -TRAFFIC CURB AND GUTTER CD COMMERCIAL DRIVE) GBEGI S S A 100+44.20, 1D LT �� s STONE PLATE :A N CEMENT CONC. MON. S4 WAY 0/28.6�,. 4 WELL SINCE 18D[. TRAFFIC CURB AND GUTTER 1 15 (03 -� CA DEWALK Lij -- --__ - i• li S LINE 4 +4o CD 18+00 + r I. 14� 1 � Ld SHATTUCK STA 18+87.86(D y �1 _ /• 11 S STA- 100+47.19, 10' RT 5 7c 10 UBEGIN CEMENT CONC. \ � 0\ 2 0 24 TRAFFIC CURB AND GUTTER \ 7�4G\ HOUSER WAY S. R/W BEGINNING OF I DEPRESSED CURB NO PARKING AND HEIGHT DEPRESSED CURB & GUTTER TRANSITION 5, AS SHOWN IN DETAILS IN CU B DWG RD02 FACE ­ OF , OF CURB �-� CURB TRANSITION DETAIL N TS GENERAL NOTES: 1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN. �$I-OOoL 19 - - -- ONE uA ` ROA4 AHEAD ----- --------------- _ -I-------���- l 0 0 S. 4TH PL. R/W Z S ST 102+63.11, 20' LT H A PAVEMENT S STA 102+63.61, 10' LT&RT END CEMENT CONC. TRAFFIC CURB AND GUTTER HATTUCK STA 21+54.63 1 �-- 102+00 - - 30� SHATTUCK AVE. 1❑ 11 5 22+00 8' ]DIAL WAY- �� SHATTUCK AVE. R/W 1 t .�) S STA 21+93, 21 R END CEMENT CONC TRAFFIC CURB + aJTT 3 1 12 SHATTUCK STA 20 4.. 0 0 RTC 18 S STA 1 D1 +69.24E 1 D' S STA 21+47 21R 1 BEGIN CEMENT CONC 5 STA 101 + 30.27 TRAFFIC CURB + GUTTER L E G E N D S STA 100+80.97 BEGIN CEMENT CONC. �. BEGIN CEMENT CONC. CEMENT CONC. SIDEWALK TRAFFIC CURB AND GUTTER TRAFFIC �URB`yAND GUTTER PER CITY OF RENTON STD PLANS F005 S STA 100+72.84 00 S STA 101`+21 1�6 END CEMENT CONC. CONSTRUCTION NOTES: END CEMENT CONC. � TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER INSTALLATION OF MONUMENT CASE AND COVER (BY OTHERS). (D COORDINATE INSTALLATION WITH CITY OF RENTON. 16 12 7 �� 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. SEE DETAIL DING RD01. � 15 3 SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RD01. PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT SCALE: 1 " = 20' SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 TO STA 18+89.84, ELEV. 27.53. 11 SEE DWG RD02 FOR CEMENT CONC. CURB AND GUTTER DETAILS. 12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019. END PROJECT END CONSTRUCTION SHATTUCK AVE 22+33 ANGLE POINTS POINT STREET LOCATION S LINE STA 100+45.08,39.8' RT 2 S LINE STA 100+51.51,38.9' RT S LINE STA 101+55.20,33.5' RT 4� S LINE STA 100+ 37.55,110.5' R T ROADWAY SECTION F ` I l ROADWAY ROADWAY SECTION H. ROADWAY ROADWAY SECTION T ON G .........:............................:............................. . .........:........ . : ROADWAY EXCAVATION -INCL. HAUL = 336 CY ..... .... EXISTING BNSF RR 60' VC OVERCROSSING Ln VPI S STA = 101+65 _ Ln SEE DWG RD03 ~~ ~T + o VPI ELEV = 26.75 + cn FOR ADDITIONAL o,N o N GRADING ;w INFORMATION z^ < w < w VPI S STA 102+69.11 SHATTUCK AVE. <0 � _j (n J ELEV 28.37 -5 ('Yin LU LU z.w00 cn I ..�.. �.J .0 C)0 �CL -1. 08% ' j3 j> 1.7 5% " !SHATTUCK STA 18+54.68 PROFILE GRADE ' = S STA 100+00 - EXISTING GROUND AND PIVOT POINT VPI S STA 100+45.71 VPI 5 STA 102+63.61 =SHATTUCK STA. 19+00, 8.10 LT. SHATTUCK STA. 21 +18.40, 10' LT E L 28.04 ELEV 28.48 100+00 101 + 00 102+ 00 PROFILE SCALE: H: 1 " = 20' V: 1 " = 5' SURVEYED; DMJM HARRIS AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 980D4 PHONE: (425) 454-B00 FAX: (425) 45440220 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE DESIGNED: SCALE; 1 "=20' _ Y. DARMAWAN DRAWN: Y.DARAAAWAN CHECKED: ONE MlCH A.L 7N ZLO A7 RILL IFNOT ONEE INCH APPROVED, SCALE I)CORDrlGLY NO- REVISION I BY DATE IdAPPR FLMEYER _ ROADWAY SECTION J TD SHATTUCK STA 22+33 SEE DWG RD03 FOR ADDITIONAL GRADING INFORMATION S. 4TH PL. 3( MATCH EXISTING S STA 102+69.61 2! ELEV 28.20 S. 4TH PL. STA 39+89.66 = S STA 102+99.34 SHATTUCK STA 21 +52. 10' LT vMMAL- MW 1988 HORIZONTAL- MAD 1983/1991 DATU M 103+00 CITY OF RE OR rrroN rN IA Public Works Dept. FED AID NO.: ARRA-0167(044) RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 13 SEE DWG RD02 FOR DEPRESSED CURB DETAILS AND CURB TRANSITION DETAIL THIS SHEET. 14 SIDEWALK RAMP TYPE 2. SEE RENTON STD. PLAN F011. 15 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL AND PLACEMENT LOCATIONS. 16 CONTRACTOR TO CONTACT BNSF WHEN WORKING WITHIN BNSF R.O.W. 17 CEMENT CONC. DRIVEWAY ENTRANCE TYPE B. SEE DETAIL DWG RD01 FOR DETAILS. 18 ADJUST EXISTING MONUMENT CASE AND COVER. 13 SEE DWG ST02 FOR HEIGHT DETECTION WARNING SYSTEM DETAIL AND PLACEMENT LOCATIONS. 24 SEE DWG RD03 FOR INTERSECTION DETAILS. 20 0 20 40 SCALE IN FEET RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT EK PHASE 1 PAGE; SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: ROADWAY PLAN AND PROFILE RP03 STA 17+50 TO STA 22+33 -, . A 'ER J H019 (TYP.) ND GUTTER DETAIL CEMENT CONCRETE CURB AND GUTTER SEE DWG RD03 FOR DETAIL CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL fI m SHATTUCK Q STA 14+39.28, 17' LT BEGIN DEPRESSED CURB , AND GUTTER y Cn O z 0 w U .---_�_ Uj SHATTUCK f r STA 14+44.28, 17Lam- t Q PROPERTY LINE EXIST. �XIST. COMMERCIAL PROPERTY LINE ESIDENTI L ASPHALT DRIVEWAY f CEMENT CONCRETE TO M TCH EXISTING SURFACE ELEVATION •,. + + + + EXIST. COMMERCIAL + + + + + + + + ASPHALT DRIVEWAY + + + + + + + + + ++++++ +++++++ gSPHALT ++ + + + + + + + jl + + + + + + + + + + + + + + + + + + + + + + + + + + rJ~- J o C 0.465% FLOWLINE GUTTER SLOPE FULL DEPTH SAWCUT MATCH EXISTING GRADE SIDEWALK T 1— VARIES 2% 1:3 MAX t SHATTUCK STA 15+05.65 END DEPRESSED CURB AND GUTTER BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER T/C= 26.19' T/C=25.50' 10" THICK CEMENT CONCRETE SHATTUCK SHATTUCK a_FL=25.33' (COMMERCIAL DRIVE) STA 14+99.65, 17' LT STA 15+11.24, 17' LT z T/C= 25.82 T/C= 26.21 FL=25.65' FL=25.71' N 0 6" THICK CEMENT CONCRETE 15+00 NOTE: (RESIDENTIAL DRIVE SHATTUCK AVE. R/W FOR EXPANSION JOINT DETAILS 10" THICK CONCRETE 4" CSTC PROFILE VIEW CEMENT CONC. SIDEWALK NOTE: FOR EXPANSION JOINT DETAILS SEE CITY OF RENTON STD. PLAN F-03. CEMENT CONC. SIDEWALK DRIVEWAY P19, ti S , ti O CEMENT CONC. TRAFFIC CURB AND GUTTER SEE DWG RD02 FOR DETAIL DEPRESSED CURB AND GUTTER SEE DWG RD02 FOR DETAIL 6 MIN. 10" THICK CEMENT CONCRETE IN APPROACH AREA CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL 0 ►. 1 . 5-.►1' wil row. AS SHOWN ON CEMENT CONCRETE TRAFFIC DWG RPOl-RP03 CURB AND GUTTER f (ON STREET SIDE) 2%__ CURB VARIES FROM 0 TO 6 4" CEMENT = I SEE CITY OF RENTON STD. PLAN F-03. a C P C; a a CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL DMJM HARRIS AECOM BELLEYUE, WASHINOTON 98004 PHONE: (425) 454-6800 FAX: (425) l+ APPROVED FOR CONSTRUCTION CITY OF RENTON DATE �] ADDENDUM NO. 3 NO. REVISION 2' 6„ r. 1:12 M A7C SLOPE 4" 3/8" EXPANSION JOINT SEE RENTON STD. PLAN F-03 CEMENT CONCRETE SIDEWALK SEE DRAWINGS RS02 & RS03 CONCRETE SIDEWALK DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION — 2" CSTC SEE DETAIL ON RENTON STD. PLAN F13-1 e SIDEWALK RAMP TYPE 5 SECTION m woni m v.. W. SURVEYED; DESIGNED: Y.JIm4G O RMM: Y.JIANG CHECKED: A.LASZLO APPROOM R.MEYER MJI C' NTS ONE NCH AT FULL SCALE F NOT ONE NCH SCALE ACCORDINGLY MATCH EXISTING PAVEMENT ELEVATION RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS VERWAL- MEND 1988 HOWZONTA - HAD 1983/1991 DATU Y r CITY OF OR RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) NOTES: 1. A MINIMUM 4' WIDE ACCESSIBLE ROUTE SHALL BE MAINTAINED IN ALL PEDESTRIAN ACCESSIBLE AREAS. 2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS AT 15' MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED AND EDGED. 3. DUMMY JOINTS TO BE PLACED AT 5' INTERVALS AND ALL SIDEWALK JOINTS TO MATCH CURB AND GUTTER JOINTS. 4. CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES A, B & C SHALL BE CONSTRUCTED OF AIR -ENTRAINED CONCRETE CLASS 3000 AND MAY BE POURED INTEGRAL WITH CURB. RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS PAVING DETAILS PAGE; RD01 An"UmmH 6 1 /2„ 7 N 0 0 i U I m i cn 41 0 a c� r U 41 0 0 c� z Lv z 0 Cn w 0 a z Q 0 i Cn 0 L 0 0 ch 0 /—FACE OF CURB — — 1 /2" R AND VARIES TO 1" R FOR 6" CURB FACE ,1 t MATCH 1 /2" ROADWAY SLOPE LL D p rr w 1,_6„ mp- DEPRESSED CURB AND GUTTER SECTION AT SIDEWALK RAMPS AND DRIVEWAY ENTRANCES TOP OF ROADWAY SEAL WITH CSS-1 (TYP.) 2" GRIND OR PARTIAL DEPTH SAWCUT (TYP.) 2" MIN. HMA CL. 1 /2" PG 64-22 SURFACE COURSE 6" MIN. HMA CL. 1 /2" PG 64-22 BASE COURSE 6" MIN. CRUSHED SURFACING TOP COURSE CONSTRUCTION GEOTEXTILE FOR SEPARATION NOTES: SEE 48 TRENCH CROSS SECTIONS ON DRAWINGS SD05 AND SD06 FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS. TYPICAL LONGITUDINAL PATCH DETAIL -an 6 1 /2" 1 /2„ R 5 1 /2" 1„ 1$$ R v MATCH ROADWAY SLOPE —FACE OF CURB a d „ 1R 1/2„ TOP OF ROADWAY Id 4.1 dIT a 1,-6„ CEMENT CONCRETE TRAFFIC CURB AND GUTTER 6'-6" MIN 1' 1' MIN 2 5, MIN MIN _AL WITH CSS-1 (TYP.) CRUSHED SURFACIN( BASE COURSE OR AS SHOWN ON NOTES: SEE TRENCH CROSS SECTION ON DWG SD08 FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS. GRIND OR PARTIAL 7PTH SAWCUT (TYP.) MIN. HMA CL. 1 /2" PG 64-22 SURFACE COURSE MIN. HMA CL. 1 /2" PG 64-22 BASE COURSE MIN. CRUSHED SURFACING TOP COURSE Y►ATER SERVICE OR OTHER UTILITY TYPICAL TRANSVERSE PATCH DETAIL GR ATE 5" MAX. TRIM GEOTEXTILE OW BYPASS kN❑ DEBRIS INLET PROTECTION DETAIL SECTION RECORD DRAWINGS 8EPTEMBER 2010 BASED ON CONTRACTORS RECORDS 6" �. 1" R 1" R SIDEWALKS 1 /4" JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB DETAIL GRATE RETRIEVAL SYSTEM 'ASS INLET PROTECTION ISOMETRIC VIEW NOTES: 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BGID SHALL HAVE A BUILT—IN HIGH —FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL. SURVEYED. RAINIER AVE S (SR 167) APPROVED FOR CONSTRUCTION DESIGNEID: SCALE. NTS A "MWOAID 13/1441 IMPROVEMENTS PROJECT DMJM HARRIS AECOM Y.JIANG ■ CITY OF PHASE 1 PAGE 10900 NE 8TH STREET SURE 750 RE1�TTON SHATTUCK AVE S STORMWATER BYPASS N " BELLEVUE, WASHINGTON 9M4 CHECKED! E E IC. MCBRIDE ONE INCH DATUM PHONE: (425) 454- FAX: () 4.54- CITY ❑F RENTON DATE R.O'BRIEN AT FULL SCALE Public Works Dept. ROADWAY DETAILS RD02 F WIT ONE INCH APPROVED; SCALE ACCORDINGLY NO. REVISION BY DATE I APPR I R.MEYER FED AID NO.: ARRA-0167�044) nNummH O C] CIN rra C:) 0 o= I c� m I d 0 d C..] U 0 U) 0 CD z w z CD U) LJ r Q a U) z d N C a r .. R3 CURVE RETURN ELEVATION @ FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 24.95'. A--71'29'07", R=25', T=14.4' POINT STREET STATION OFFSET ELEVATION PC SHATTUCK AVE. 18+61.53 17.02' RT 26.72' 1 /4 26.75' 1 /2 26.78' 4 3/4 26.73' PT HOUSER WAY S. 50+27.75 17.33' RT 26.77' - CONC. SIDEWALK STA 1,.QO+_3 M. j. 14 r� R=3'(TYP.) SHATTUCK AVE. R/W q a 4' y -- --- - - -r 349 -11 18 + SHATTUCK AVE. 0 -� �.8.00' 1 SHATTUCK STA 18+47.00 CONC. SHATTUCK STA 18+61.53, 17.02' RT gBEGIN CEMENT CONC. TRAFFIC CURB AND CUTTER AND SIDEWALK Lj O r L - - 4'- - - HOUSER WAY S. STA 50+33.27, 17.98' RT �STAHOUSER WAY S. 50+42.77, 17.70' RT �p�' END CEMENT CONC. TRAFFIC CURB AND GUTTER AND SIDEWALK HOUSER WAY S. STA 50+42.77 HOUSER WAY S 1 END PAVEMENT HMA PAVING STA 50+31.52, 7.06 LT HOUSER WAY S. CONSTRUCTION HOUSER WAY S. INTERSECTION PLAN FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION HOUSER WAY S. 5C+42.77 0.00' RT 26.99' HOUSER WAY S. 50+47.07 6.21' LT 27.11' HOUSER WAY S. 50+33.27 17.48' RT 26.76' 1�9 HOUSER WAY S. 50+31.52 6.56' LT 27.01' 10 SHATTUCK AVE. 18+81.48 4.00' LT 27.64' 11 SHATTUCK AVE. 18+94.18 1 4.00' LT 27.77' 12 HOUSER WAY S. 50+31.70 1 0.00' RT 26.89' SECT.18 T.23N. R.5E. W.M. CONSTRUCTION NOTES: S. 4TH PL. STA 39+14.5, 26.5' RT S. 4TH PL. STA 39+29.21 21.5' RT z (D CEMENT CONC. DRIVEWAY ENTRANCE TYPE C BEGIN SIDEWALK 20 BEGIN CEMENT CONC. TRAFFIC CURB p SEE DWG RD01 FOR DETAILS AND GUTTER 0 ��h 1_11� X, A STONE PLATE - \/V 4 WAY 0Oi\- SINCE 1800 E LANE 19 AD AHEAD O 10' 16 � cv 2% J DSHATTUCK STA 21 +21.77, 6' RT SI G N Lu 0 ED 6.5' IRON FENCE HOUSER WAY S. STA 50+48.73, 4.53 LT END CEMENT CONC. TRAFFIC CURB AND GUTTER FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION 13 SHATTUCK AVE. 18+52.00 4.00' LT 27.35' 14 S LINE 100+37.55 10.53' LT 27.53' 15 S LINE 102+40.00 12.51' LT 28.77' 16 S LINE 102+62.00 12.51' LT 28.88' 17 S 4TH PL. 39 +46.89 21.5' R T 27.72 18 S 4TH PL. 39+60.82 23.15' RT 27.91 S 4TH PL STA 39+4 21.5' RT BEGIN DEP SED CURB AND GUTTER S. 4TH PL. R/W S. 4TH PL. STA 39+23.7 TYPE 5 SIDEWALK RAMP PER DETAIL ON DWG RD01 BEGIN HMA OVERLAY �1 S. 4TH PL. STA 39+44.0, 22.3' LT 14 TYPE 2A SIDEWALK RAMP PER RENTON STANDARD BEGIN CEMENT CONC. TRAFFIC CURB ��► PLAN DRAWING F011 AND GUTTER AND SIDEWALK CEMENT CONCRETE PEDESTRIAN CURB, SEE DETAIL S 4TH PL. 19 DWG RD02 STA 39+53.5, 22.4' LT BEGIN DEPRESSED CURB & GUTTER 20 MATCH EXISTING S 4TH PL. STA 39+61.99, 22.463 L Te SAWCUT 21 MATCH EXISTING PAVEMENT ELEVATIONS 1 -^ SEAL W/ CSS-1 ASPHALT S 4TH PL. �6P 'C1�1 STA 39+73.18 24.3' LT END DEPRESSED CURB & 2� GUTTER INSTALL RELOCATED HISTORICAL MARKER IN SIDEWALK PER DIRECTION OF ENGINEER. �,S 4TH P STA 39+9.28, 22.8' RTS 19 23 REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER AS NEEDED DURING CATCH BASIN INSTALLATION. SHATTUCK STA 21+80.20 ®&GINTRAFFIC ISLAND 102 9. 4j�GN SHATTUCK STA 21+93.9. 22.1' LT 20 END CEMENT CONC. TRAFFIC CURB Z AND GUTTER AND SIDEWALK I�SI r 20' Ll R=3' (TYP.) WHITE STA^- f 8 S STA 102+69.61 DOUBLE YELEaW 22+ 00 8.00' SHATTUCK AVE. SHATTUCK STA 21+21. 7, .00' RT END DEPRESSED CURB �QU GUTTER BEGIN TRAFFIC CURB ATTER NC. - - eTREI __ S STA 21 +47, 21 R Sr�N� BEGIN CEMENT CONC TRAFFIC CURB + GUTTER SHATTUCK STA 21 +22.27, 20.15' RT. 20 END TRAFFIC CURB AND GUTTER S. 4TH PL. INTERSECTION PLAN R4 CURVE RETURN ELEVATION @ FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 32.62', A---74'45'20", R=25', T=19.1' POINT STREET STATION OFFSET ELEVATION 19 PC S. 4th PLACE 39+63.98 22.47' LT 27.40' R0 1 /4 2 7.5 0' 21 1 /2 27.59' �? 3/4 27.68' PT SHATTUCK AVE. 21 +91.27 22.07' LT 27.77" SHATTUCK STA 22+33 END HMA PAVING OVERLAY� S STA 21 +93, 2111 END CEMENT ONC TRAFFIC CURB + GUTTER RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS LEGEND` CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 NOTES: 1. ALL ELEVATIONS ARE TO FACE OF CURB OR SPOT GRADING ELEVATIONS 10 0 10 20 SCALE IN FEET SURMED: RAINIER AVE S (SR 167) Ln APPROVED FOR CONSTRUCTION ' ' sue: VENAw 1988 IMPROVEMENTS P RQV EM ENTS PROJECT N DMJM HARRIS AECOM �� 1:1Q' H��=�� ►� ,��,9g, Fl��: YJANG CITY` OF PHASE 1 PAGE: 10" NE 8TH STREET, SUITE 750 DRAWN Y�I� DArUM a RENTON SHATTUCK AVE S STQRMWATER BYPASS DPAWNG NO: BELLEWE, WASHINGT+DN 98004 Public Works Dept. INTERSECTION DETAILS RD03 05 PHONE: (425) 454-58W FAX: (425) 4544YM CITY OF RENTON DATE cHocK R.MEYER I AT FULLNarH� APPROVED: SCALENCH ACCORDINGLYFED AID NO..: ARRA-0167(044) sNErr_20 aF_ 48 NO. REVISION 9Y DATE APPR R.MEYER DI-121713141216 r I POST rB TYP. ST05 LN SPAN LENGTH L SEE DIMENSION TABLE �6"0 HANDHOLE @ NIPPLE LOCATION(TYP.)** 8' MIN. FOR WARNING LIGHTS CENTER EVER 10'-LANE POST SEE TRAFFIC SYSTEM SHEETS RI (TYP.)H 6"0 HANDHOLE �O6SEE ST05 FOR N EM A 3R TERMINAL CABINET DETAILS SOFFIT ELEVATION SEE DIMENSION TABLI HSS 16" X 16" X 1 /2" (TYP.) ERECT VERTICAL f Y4" @ BEAM (TYP BOTH LEGS) HSS 16" X 16" X 1 /2" (TYP.) oo C (TYP.) HORIZONTAL OFFSET VARIES ST05 / SEE DIMENSION TABLE l BOT. OF BASE l PLATE ELEV. 2� I 4,— 0" MIN m ¢ � � O a d U m � C � C Cn w m o Of m c� z LEI z 0 U) Uj Q I O Cn z d of I? C O a ME 01 a C P C; a fn '--W12-301 CENTER OVER 10' LANE SEE DWG SG02 FOR DETAILS 1;" NIPPLE AT BACK OF BEAM @ SIGN (AS REQUIRED)(TYP.) * S—LINE PAINT APPROACH SIDE AND BACKSIDE ALTERNATING BLACK AND YELLOW COLOR 1' WIDE @ 45' 2� �— PROFILE GRADE & PIVOT POINT SACRIFICIAL BEAM ELEVATION * CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. ** HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1'-6" FROM ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE DWG ST07 HSS POST TAPER F]IM_ A TAPER DIM. B (SOUTH SIDE) PLAN NORTH BEAM SHOWN SOUTH BEAM SIMILAR DMJM HARRIS I AENCOM 10900 NE 9TH STREET, SUrTE 750 BELLEWE, WASHINOTON 98004 PFIONE: (425) 454.6800 FAX: (425)454022D CONCRETE PAVEMENT CI S—LINE ASPHALT PAVEMENT APPROVED FOR CONSTRUCTION CITY OF RENTON LEVEL (TYP.) w m z 0 _(n .-. z ui w ow a. w T � W Cn .1 HANDHOLE 4' MINIMUM BOT. OF FOOTING ELEVATION SEE DIMENSION TABLE �ONUnrTr PAVED SURFA LEGEND 1" CURB FACE DETAIL BOT. OF BASE PLATE ELEV. Ir � EXISTING 16" WATER LINE EAST SIDE OF STRUCTURES 9STO IDENTIFIES VIEW OR DETAIL :TAKEN OR SHOWN ON DRAWING ST01 rff"'� TAKEN OR SHOWN ON THE SAME SHEET 9 /riff DI)E-hA i nc-n SECTION GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2008 AND AMENDMENTS. 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACKUP PLATES OF '/" MIN. THICKNESS. 3. THE BACK—UP PLATES FOR ALL FULL PENETRATION WELDS SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ROOT OF THE FULL PENETRATION WELD. 4. ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO M232. 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AASHTO M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. FABRICATE POSTS STRAIGHT 7. MATERIALS SPECIFICATIONS: CAST —IN —PLACE CONCRETE IN THE SHAFTS SHALL BE 4000P EXCEPT AS NOTED ALL OTHER CAST —IN —PLACE CONCRETE SHALL BE CLASS 4000 REINFORCING BARS SHALL CONFORM TO ASSHTO M31 GRADE 60 SPRING STEEL SHALL BE HARD ROLLED AND SHALL CONFORM TO AISI—C1075 TEFLON WASHERS SHALL CONFORM TO ASTM D3294-03, 21 A ALL STRUCTURAL STEEL ASTM A 572 GR. 50 OR ASTM A 588 EXCEPT AS OTHERWISE NOTED ANCHOR RODS ASTM F 1554 GR. 105 HANDHOLE COVER SCREWS ASTM F 593 GR. 1 SPLICE BOLTS AASHTO M 164 SIGN BRACKET BOLTS ASTM A 307 MOUNTING BEAM BOLTS AASHTO M 164 COVER PLATES ASTM A36 HSS (FY = 46 KSI) ASTM A500—GRADE B 8. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO THE FABRICATION OF THE STRUCTURAL STEEL AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. FINAL VALUES WILL BE FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. 9. POSTS, BASE PLATES, BEAMS AND SPLICE PLATES ARE MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND SHALL MEET THE LONGITUDINAL CHARPY V—NOTCH TESTS AS DESCRIBED IN SECTION 6-03.2 FOR AASHTO M 270 MATERIAL. NON—DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM TO TENSILE MEMBERS WITH CYCLIC LOAD. 10. REFER TO TRAFFIC SYSTEM AND LIGHTING PLANS FOR INTERNAL ROUTING OF THE CONDUCTORS. CONDUIT CONDUCTORS SHALL NOT BE ATTACHED TO THE OUTSIDE OF THE STRUCTURE. SEE NEMA 3R TERMINAL CABINET DETAIL ON DWG ST05. 11. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE 2 1 /2" AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM OF FOOTINGS, 2" AT TOP OF FOOTINGS AND FACE OF PIER WALLS, AND 1 1 /2" AT ALL OTHER LOCATIONS. RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS DIMENSION TA B L E * CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE LOCATION COLUMN LOCATION SOFFIT ELEV. BOTTOM OF FTG. ELEV. BOTTOM OF BASE T ELEV. TAPER DIM. A TAPER DIM. B TAPER DIM. A TAPER DIM. B H L LEFT RIGHT WEST EAST SACRIFICIAL BEAM SOUTH S—LINE STA 100+72.59, 13.5' LT S—LINE STA 100+77.45, 13.5' RT 36.05' 23.46' 28.22 4.28' 2.83' *2.84' *4.28' 9.00' 27.43' SACRIFICIAL BEAM NORTH S—LINE STA 101+14.63, 13.5' LT S—LINE STA 101+27.29, 13.5' RT 1 35.56' 1 22.94' 1 27.73' 1 5.79' 2.13' 1 *1.93' *5.87' 1 9.00' 1 30.00' DATE SURD: DESIGNED: S.TU N.T.S. ONE NlCH AT FULL stJl F F NOT ONE INCH SCALE ACCORDINGLY DRAWN: Y. JIANG CHECKED: K. LINTS APPRQNE@ R. MEYER NO. REVISION BY DATE APPR vVmCAli NAVD 1988 HOR}ICNTAL• NAD 1983/1 DATU Y wtr CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RAINIER AVE S (SR 167) "" IMPROVEMENTS PROJECT FIELDBOM PHASE 1 PAGE SHATTUCK AVE S STORMWATER BYPASS DPAWNG NO: SACRIFICIAL BEAM ST01 PLAN, ELEVATION AND SECTIONSHEET: ni An"UmmH 0 H CD C� GT Nn 1 Cn Cn m I 0 Q U U Cn 0 0 ry- c� z w z C7 U) w 0 CL Cn z a :N r 0 G= L 0 0 0 ANCHOR ROD — 1 "0 x - 4'-4" LONG THREADED ROD WITH 2 WASHERS AND 4 HEAVY HEX NUTS (TYP.). THREAD EACH END 14". GALVANIZE ANCHOR ROD ENTIRE LENGTH. r .. I I 0 0 0 Cn Cn w Nw/�/ L�.f_1 t) z 0 NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. B x POST i r CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN STRUCTURE IS TEMPORARY SUPPORTED IN PLACE SEE ANCHOR DETAIL 1 ALTERNATE HOOKS EVERY OTHER BAR 3_ 0„ STEP FO-TIM11, � �I ] #9 (10 BARS TOTAL) 3'-0" 0 SHAFT SHAFT ELEVATION * CASE THE EXCAVATION AND USE TREMIE WHEN WATER IS PRESENT 1 '— 3" n N POST OIL H Ln n c3j � POST CAP EACH END SECTION rB 1" LENGTH OF 1" SPIRAL BAR — WELD FIELD WELD OR SHOP WELD S(E /2 �R S(E SHOP WELD WELDING SHALL MEET THE REQUIREMENTS OF STD. SPEC. 6-02.3(24)E FOR WELD DIMENSIONS. SEE TABLE BELOW. �— 1 1 /16" 0 HOLE (TYP.) 3/8" THICK (ASTM A36) ANCHOR DETAIL 1 DMJM HARRIS AECOM BELLEWE, WASHINOTON 98004 PHONE: (425) 454.6800 FAX: (425)454022D DEFORMED BAR WELD DIMENSIONS S E TLEN GTH L #4 1r 1 1% 1 4 WELDED LAP SPLICE DETAIL APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 3/4" CHAMFER (TYP.) Q #9 (10 BARS TOTAL) ] #5 (TYP.) n 4 TOTAL �1 #4 (TYP.) AT EACH CORNER =D GROUND LINE 0 STEEL CONDUIT 3 WRAPS OF SPIRAL SPIRAL BAR NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. �F5 #6 Q 12" F 4 #6 @ 12" F5 #6 F3 #8 SLOPE TO MATCq ROADWAY II li II — — — — — — — — -- SEE ANCHOR DETAIL 2 --------i ! II • � II II ���� - T 1)�" DIAM. STEEL CONDUIT F10 #6 n F1 #6 AND F2 #6 14 SPA. @ 6" 12" F1 3„ 'rTOP & BOT. N SECTION rD 25" �01 L� i1 ANCHOR ROD-2"O X 4'-4" LONG THREADED ROD WITH 2 WASHERS AND 4 HEAVY HEX NUTS (TYP.) THREAD EACH END 8" GALV. ANCHOR ROD ENTIRE LENGTH CAP EACH END WELDED SPLICE AT END OF SPIRAL SPIRAL TERMINATION DETAIL x [V ¢ I � I�- ; A�J 71 1. LL N >- POST 0 171 N>- LO Q 0 1/2" PREMOLDED JOINT FILLER REINFORCED CONCRETE PAVEMENT SURFACE, Sum: SC&E- NTS ONE INCH AT FULL SU F F NOT ONE INCH SCALE ACCORDINGLY v�- NAw 1988 HORIIONTAL MAD 1983/1991 DATU Y oESICMEo- S.TU DRAWN: Y.JINANG CHECKED: KLINTS APPROVED. ! R. MEYER REVISION I BY I DATE I APPR r A- N Of rz J < 0 U AND F2 46 0 12 (TOP & BOT ) RECORD DRAWINGS SEPTEIY6ER 2010 BASED ON CONTRACTORS RECORDS 2 1 /4" 0 HOLE (TYP.) 3/8" THICK F� (ASTM A36) ANCHOR DETAIL 2 ANCHOR ROD F3 #8 4" M A X =-t-� TOP OF CURB HMA PAVEMENT — SURFACE •1 '- 6" I I F2 #6 n ALT. HOOK MIN. DI RECTI ON •EMBEDMEN • F9 #6 (TYP. E.S.) 2" CLR (TYP.) F1 #6 r r].-. F3 8 7 SPA. @1'-1" MAX. = 7-6" TOP AND BOT. SECTION rA RAINIER AVE S (SR 167) IMPROVEMENTS PROJECTFIMOBOM: • CITY OF PHASE 1 PAGE E- tRENT�N SHATTUCK AVE S STORMWATER BYPASS DPAWNG NO: Public works Dept. FOUNDATION DETAILS ST03 FED AID NO.: ARRA-0167(044) SHaT-.23 -4 O Cl) Cl) 0) 3 Ln 0 i M V) i m i i 0 ¢ U a V) 0 i c� z w z c� w 0 i 0 n V) z ry i C 0 0 i .. 0 0 i� 0 5 1 /2" 1'-4" POST 5 1 /2" 2„ N Ln N Q Li ANCHOR BASE —STIFFENER (TYP.) N Ln 1 /2" X 1" DRAIN SLOT (TYP.) .J TYP. 5/16 rT� lltll�l 0 I V 2 1 /4"0 HOLE FOR 3" _ _ 10 Y2" _ _ 10 Y2" _ _ 3" _ ANCHOR ROD (TYP.) SECTION qPs. N DMJM HARRIS I AECOM 10900 NE STH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 0 PHONE: (425) 454-6600 FAX: (425) 454-0220 cn LJ C ST01 APPROVED FOR CONSTRUCTION CITY OF RENTON 6"0 HANDHOLE SEE DETAIL B ON DWG ST07 DATE Q LLJ m I NM (� TIFFENER R 3/4 D EDGES TO FIT) q POST ner r-ni i nnr i ini r t�rniTrnrr-N Ti ini i e-TirrrKirne- 1 � POST RADIUS (TYP.) SECTION F STIFFENER t 3/8 — — — — — — — — — — — — — — — — — rr — — — — — — — — — — — — — — — — I I N 1 /4 I I H xx LJ n \� � II » LJ �Ys MAX. REINF. H G II - j---------_I_---- I I I TIFFENER 3/8 2 4' I I I I I I 13/4" 0 DRAIN HOLE I I I I I I I I * MT & VT @ ROOT PASS 100% I I & @ COVER PASS 100% I I I I I I I I 1 /2" jf 1 /2"1 I DETAIL B 1'-4" ST01 .,r.-I POST IFFENER 3/4 DETAIL � — ST06 SIM STIFFEN RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR"S N EMA TILT' SWITCH e—Ti rrrn i r—m v A DETAIL ' �"�"�/ 2 ST06 IM 1 /4" NG x 8"(D) 4A r 'TYP.) IINET 3R TERMINAL CABINET ENCLOSER ATTACHMENT DETAIL PLAN VIEW SUFURVEVED: RAINIER AVE S (SR 167) LAIL: SCALE: VERTICAL: NAVD 1988 IMPROVEMENTS PROJECT' DESIGNED: NTSHORIZONTALNAD 1983/1991 I LD K: S.TU CITY OF PHASE 1 PAGE: DRAWN: RIDE RENTSHATT'UCK AVE S ST'ORMWAT'ER BYPASS DRAWING NO: K.MCBDATU M CHECKED:.R�+ ONE I AT FULL CH Public Works Dept. STEEL CONNECTION DETAILS ST05 K.LINTS IF NOT ONE INCH 1 OF 3 APPROVED: 11 SCALE ACCORDINGLY SHEET:25 OF:48 FED AID NO.: ARRA-0167(044) NO. I REVISION BY DATE APPR R. MEYER IDI-121713141216 M A = SECT. 18 T.23N. R.5E. W.M. N H 7 r-n 0 cD Ln I cn m I Q 4 C3 U 0 r c� z Lv z 0 Ln w 0 a 2 a 2 .I J cn 0 C: 0 a IZ 0 9; N a m cn STA 17+97.00 CN L/'� 0 Ld BF a 9 !!_1 LO + Ld J 12 �-- 2 U Q 1 '1 1 BEN D STA 18+56 00 BEGIN 23 D STA 18+56.00 `J R=40' CkC. SIDEWALK( 5 ° h STA 18+50, SIGN SPECIFICATIONS/ROADSIDE SIGN END HOUSER WAY S STA 50+26.88 R=40' L1 S LINE STA 100+5 2 1(2:) �.r< BEGIN 5- L � 7 S LINE STA 100+51.70 _ r - 19 HOUSER WAY STA 50+42 zz BUILDING 1 C 17(D OSTA END S LINE 102+57.61 0`.. 20' .DS LINE _ STA 1 G2+59 1 _ � _BP '� - 6 PLAN SIGN NO. STREET STATION & OFFSET SIGN CODE NUMBER POST MATERIAL POST SIZE (INCH) SIGN CLEARANCE REMARKS V min (FT) W min (FT) 1 SHATTUCK AVE STA 18+50, 23' RT R1-1 WOOD 4X4 7 ------ 2 S LINE STA 100+51.82, 15.25' LT R1-1 WOOD 4X4 7 ------ 3 HOUSER WAY S STA 50+40, 9' LT R1-1 WOOD 4X4 7 RELOCATED SIGN 4 S 4TH PL. STA 39+55.74, 20.23' RT R1-1 WOOD 4X4 7 RELOCATED SIGN 5 SHATTUCK AVE STA 21 +92, 25' LT R1-1 WOOD 4X4 7 RELOCATED SIGN 6 SHATTUCK AVE STA 21 +11, 2.50' RT R1-1 WOOD 4X4 7 RELOCATED SIGN 7 SHATTUCK AVE STA 10+38, 25' LT R1-1 WOOD 4X4 7 RELOCATED SIGN 8 SHATTUCK AVE STA 21+83, 4' LT R4-302 MOD B WOOD 6X6 7 ------ 9 SHATTUCK AVE STA 18+50, 0' RT R4-302 MOD B WOOD 6X6 7 ------ 10 S LINE STA 102+60, 13' LT R4-302 MOD A WOOD 6X6 7 ------- 11 S LINE STA 100+50, 6' RT W12-2 METAL 6X6 7 INSTALL ON HEIGHT DETECTION COLUMN 12 SHATTUCK AVE STA 17+90, 20' RT MOD R7-301 WOOD 4X4 7 13 S LINE STA 101+18.94, 5' LT W12-301 METAL SACRIFICIAL BEAM SEE DWG ST01 14 S LINE STA 100+75.24, 5' RT W12-301 METAL SACRIFICIAL BEAM SEE DWG ST01 15 S LINE STA 100+70, 13' RT R2-1 WOOD 4X4 7 16 S LINE STA 101 +28, 12' LT R 2-1 WOOD 4X4 7 17 S LINE STA 101 +40.2, 17' LT W12-2 METAL 6X6 7 INSTALL ON HEIGHT DETECTION COLUMN 18 S LINE STA 100+53, 17' RT R4-302 MOD A WOOD 6X6 7 19 HOUSER WAY S. STA 50+27, 14' LT R4-302 MOD C WOOD 6X6 7 20 SHATTUCK AVE STA 18+50 0' RT R4-7 WOOD 6X6 7 INSTALL ON THE BACK SIDE OF SIGN #9 21 SHATTUCK AVE STA 21+85, 4' LT R4-7 WOOD 6X6 7 INSTALL ON THE BACK SIDE OF SIGN #8 22 SHATTUCK AVE STA 21+18, 15' LT R4-302 MOD C WOOD 6X6 7 23 SHATTUCK AVE STA 17+97, 19' LT MOD R7-301 WOOD 4X4 7 24 SHATTUCK AVE STA 16+32, 20' RT 8'-6" CLR. WOOD 4X4 REMOVE EXISTING SIGN AND POST 25 - - - - - - NOT USED 26 S LINE STA 102+55, 16' LT EXISTING WOOD 4X4 REMOVE EXISTING SIGN AND POST DMJM HARRIS AECOM 10000 PE 87H STREET, BURE 760 BBiFVUE, YYABNPIG10N 99001 PFIOPE (4M 46b6e00 FAX: (4M 464-m20 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE ADDENDUM NO., 3 NO. REVISION YD 07/09 BY DA1� I APPR aEESSME11 Y.J IANG DRAWN: ? J �G CHECKED: ALA5ZL4 APPROVED: R..ACYER 1 1 1 1 Z 1 S 4TH P L. STA 39+57 2 BEGIN 3 S. TH P L. iy5 STA 39+75.34, R=40' STA 21 + 83 2 - - --- 5 n I� d - tr„ CD CONC. 6.5' 1 ON FENCE (�>PB EGIN STA 21 +81.00 GENERAL NOTES: 21 SHATTUCK STA 23+00\ END 5 STA 21+85 13' T SHATTUCK AVE, END Q STA 21 + 11.00 R=40' 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NOT BE RE -USED. 3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION. 4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE 7'-0"MINIMUM FOR ONE SIGN AND 6'-0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. CONSTRUCTION NOTES: OSEE PLASTIC CROSSWALK LINE DWG SG04 FOR DETAILS O 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD � PLAN M-20.10-01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENTD MARKINGS PER RENTON STD PLAN 109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3'-0" ON CENTER, 1'-0" FROM FACE OF CURB O6 PAINT CURB REFLECTIVE YELLOW O7 SIGN TO INCLUDE YELLOW FLASHER ODOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-01 ONE INCH AT Cl1LL CCjI E IF NOT ONE INCH SCALE ACCORDINGLY LEGEND F PROPOSED SIGN AND POST EXISTING SIGN AND POST O SIGN INSTALLATION NOTE (DSHATTUCK ADD SINGLE SKIP YELLOW CENTER LINE FROM STA. 10+30.0 FT OFFSET TO STA. 10+30, 0 FT OFFSET TO SHATTUCK STA. 14+60, 0 FT OFFSET ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 15+10, 0 FT OFFSET TO SHATTUCK STA. 17+97, 0 FT OFFSET. SEE RENTON STANDARD PLANS 109. RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 SCALE IN FEET RAINIER AVE S (SR 167)`.: VE nCAL: No 1968 IMPROVEMENTS PROJECT HORIZONTAL_ NAD 1983/1991 a CITY OF PHASE 1E: RENTON AVE S STORMWATER BYPASS N DATU M tR Public Works Dept. SIGNING AND STRIPING PLAN SG03 STA 17+50 TO STA 22+33 :30 : , FED AID NO.: ARRA-01 fi7(04�) YELLOW FLASHER It O FL 3 O U V) I a� a� Cn fn 41 I 0 Q U Y U 41 0 ry / z w z Cn w 0 / Q O Cn 0 Q 0 / 0 a a Cn 0 CURB LANE 1 6" MIN. (TYP.) CURB AND TIRE TRACKS GUTTER (TYP.) TYPICAL 2-LANE RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS DMJM HARRIS AECOM 10800 NE 8TH STREET, SUfTE 750 � BELLEVUE, WASHIN(iTON 88004 PHONE: (425) 454.6800 FAX: (425) 454-0720 CURB LANE --m44 I--*-8" (TYP.)—STRIPE --aI k-w--8" (TYP.)—OPEN ---� k--@--8" (TYP.)—STRIPE CURB AND GUTTER ROADWAY CONFIGURATION APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. REVISION 30" R1-1 SIGN NO. 1-6 W12-2 SIGN NO. 11 AND 17 12" NO NORTH OF HERE MOD R 7- 301 SIGN NO. VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,9000 LBS MUST TURN LEFT R4-302 MOD C SIGN NO. 19 AND 22 BY I DATE I APPR DESIGNED: Y.JIANG DRAWN: Y.JIANG CHECKEDw' SZLO APPROVED:.LJ1a7L R.MEYER 2 4" SPEED LIMIT 5 R2-1 SIGN NO. 15 AND 16 30" 24" 30" R4-7 SIGN NO. 20 AND 21 S FT O IN W12- 301 12 AND 23 SIGN NO. 13 AND 14 SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 48" 48" VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,9000 LBS MUST TURN RIGHT R4-302 MOD B SIGN NO. 8 AND 9 VERTICAL: NAY'D 1988 HORIZONTAL: NAD 1983/1991 DATU M i CITY OF UK it* RENT'ON Public Works Dept. FED AID NO.: ARRA-0167(044) VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,9000 LBS PROHIBITED 24" R4-302 MOD A SIGN NO. 10 AND 18 IMPROVEMENTS PROJECTFIELDBoaK: PHASE 1 PAGE: SHATT'UCK AVE S ST'ORMWAT'ER BYPASS naewlur_ NO: — SIGNING AND STRIPING DETAILS I SG04 SHEET: 31 OF: 4E ❑0©IM©0©U SECT.18 T.23N. R.5E. W.M. on I SIDE NOT F NO i 4 AVEL .. u0 Ld 0 zCL i C6 U p ` x R LJ 1 ¢ W �❑ U - 00 W LL1 PO �C FtNrU r� Ci 00 zz (n Cn Ld W L ty U *:z � f U7 cn r H T-t po F- (p 4 L L J L0 C-7 W W Q QNr M CQ�� Z lf] Lj03(W11 U' Zj C7 C7 fl7 r� 0 I HW x Z Z H x II II ¢N x o V)Nnz w— Z -- _ � t I Ca I I L !n La IY w LEI [J] U W a- � 2 .. r 2 F- x_ x x m Q I- g U II H m p to cO cn to 3 in U Fh w _j to (n to W m u7 0 m a x x x x Ld W LEI W _p� J� 19.7 L.F. 12" CP S=9. %EX VAU LT G SIDE SEV#M FOUND CAPPED AT RM 21 1AA30 SD 1 z m 14)- r� G -AREA OF ABANDONED MANHOLE -' 39 21 3fi 2❑ C8 # SS CB23015 :;Ca1T7MR.C RIM=24.31 IE-E=22.47 V.IE-W�22.37 EXTRUDED CURB or. -mNLILI 0 THIS LINE IS CALLED CUT AS "PROPOSED TEL.E. DUC " ON 1987 SHATTUCK AVE. 9OUTH ! INTERCEPTOR SEWER PANS. I ! 1 i PLAN SCALE: 1" = 20' v, s �G 308 la MH2307 CB2308 RIM-25.18 RIM=24.33 IE-N-19.72 IE= 21.73 IE-NE-21.53 IE-S-19.59 IE-W-20.97 a W D_ U F- F- W Ld LdJ 00 .-� a- F_ CO L7 W U~] [V ��W LdI I LO Ld H W y a- w < Ch 0' x x C7 r7 F- CV X iD LL z z CD CD z + nLO I - - - 1 LyniNn� xx 00 00 x Li7 f� Y m m m In In (n d ® II II 0 (-n [/] U D< W W J x x x Ld x Ld W W x Ld G 192 L.F. 48" CPEP SD S=0.31 % 35.5 L.F. 48" CPEP SD S=1.69% Q a DEA OF ABANDONED MANHOLE a _ 39 8 [ABAND.) 9 13+00 �G IN f— f— _ W I W L U U Z _ Z_ I x LL I x U Ct Ln xx W= W r z � o p U O +i 04 Ld LLi z U) I I F- m O x - I` 0) 232.2 L.F. 48" CPEP SD S=0.24% Ld U CONSTRUCTION NOTES: j� CONNECT NEW 48" PSD TO EXISTING 21 CONNECT EXISTING SANITARY STORM VAULT AT EL. 14.45' (FROM SEWER SERVICE TO NEW 8" PVC SW 7TH AS -GUILTS) AND NEW 12" SD SEWER SERVICE, VERIFY EXISTING AT EL. 19.87' PIPE DEPTH PRIOR TO CONSTRUCTION 2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND 22 PLUG & ABANDON EXISTING SIDE INSTALLATION BY CITY). SEWER. RECONNECT TO NEW 8" SS 3 PROTECT EXISTING METER AND 25 ADJUST MANHOLE METER BOX 27 CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER REPLACE EXISTING WATER MANHOLE, RECHANNEL MANHOLE _J METER AND METER BOX (BY CITY) 29 RELOCATE EXISTING BURIED CONNECT EXISTING STORM LINE TELEVISION (BTV) LINE ADJACENT AT ROW WITH DI PIPE AND FLEX TO EXISTING BURIED POWER COUPLING. MATCH EXISTING IE. (COORDINATE WITH COMCAST) (FWD #704) 30 TELEPHONE PEDESTAL 8 ABANDON AND FILL EXISTING RELOCATION (BY QWEST) STORM DRAIN PIPE 32 ABANDON STORM DRAIN MANHOLE PROTECT GAS LINE (COORDINATE LL�"11 WITH PSE) 36 REMOVE EXISTING CATCH BASIN* 1 D UTILITY POLE RELOCATION 37 REMOVE EXISTING STORM DRAIN PIPE* (BY PSE) 11 CONSTRUCT 8" SANITARY SEWER 38 REMOVE ABANDONED SANITARY SEWER* THROUGH MANHOLE IN 14" STEEL 39 REMOVE EXISTING MANHOLE* CASING. SEE DETAIL, DWG SD06. 12 PROTECT EXISTING BURIED 41 ADJUST VALVE BOX TELEPHONE CONDUIT BURIED TELEPHONE BT SHOWN MAY (COORDINATE WITH QWEST) 44 NOT EXIST. TELEPHONE IS OVERHEAD, 13 PROTECT EXISTING BURIED POWER VERIFY PRIOR TO CONSTRUCTION. LINE (COORDINATE WITH PSE) PROTECT EXISTING BURIED *UTILITY REMOVALS PAID FOR BY 14 TELEVISION (BTV) LINE "REMOVAL OF STRUCTURE AND (COORDINATE WITH COMCAST) OBSTRUCTION". 15 GAS MAIN RELOCATION (BY PSE) 19 BURIED POWER LINE RELOCATION (8Y PSE) 20 SEE SHEET SD04 FOR PROFILE Cn U3 Z W W J n O ow z _z 7 ¢ rn cn rr] a r Zx U3 Z Z II °a Z [V II o Ld U O W U w r: CO II I = Q x 0 LO . �] Z ++ > x DC WU 7 (� prj C9] U[] Z fY 04 cn m hrj=C7 C) N U z Ld w Ld W _ d0 + r Cr! Z L] x II w Lj W U Q U ne Ld ~ Ile L0 Q U W U Z H 0 0 (0 [I)DGUJ Ld z-H Zr L1I _<<< - — - -- - 0 (nOf0J — �F- U� — w LLJ 1 V 139.6 L.F. 8" PVC 5=1.61 % 2.2 L.F. 8" PVC S=0.14% 13 L.F. 14" STEEL CASING ROSEWATER ' SEINER PROFILE 20 0 20 40 GHi CLIE:WTS I PEOPLE I PERFORMANCE PROFILE UK SCALE: H: 1 " = 20' V SCALE: : 1 = 2Q' 12Ci1 THIRD AVENUE, 5111TE 15!1:1 • 1"SCALE: off6iiiiiiii —I SEA i__, WASHIN•]TON 98101 C_,3 V: 1"=10SCALE IN FEET RAINIER AVE S (SR 167) DMJM RABBIS AE M APPROVED FOR CONSTRUCTION CEWNM HORZONmu NAD 1983/1991 IMPRO11EMENTS PRQJECFlELD�: K sMTM 1" = 20' C]TY OF PHASE 1 PAGE-- 1 09M NE 8TH STREET, SUITE 750 °R"°N RENTON SHATTUCK AVE S STORMINATER BYPASS MAIMING NO: 6ELLEWE, WASHIN[3TON 980Q4 R. EDFiAl1N aATuf� cHE PFIOME: (4� 454-58DD FAX: (425)454�D CITY OF RENTON DATE acmM. DE LJ1A "r LLINc�E Public Works Dept. STORM DRAINAGE & UTILITIES SD01 IF NOT ONE INCH PLAN AND PROFILE STA 10+00 TO 13+r50 SwEr ADDENDUM NO. 1 WRE 07/09 KRS �'"1DC01R°'"a'' FED AID NO.: ARRA-0167[044] 32 OF: NO. REVISION BY DATE I APPR K• SmrrH D- 121713141216