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HomeMy WebLinkAboutzR-3866Setr_� L Lj cn O Z W Q V) r cLOO q< U U Q :' E �E cwwN am 'c o, C C, 00 C� .L CLa i er i N 'c ca - >M4 3 Q &MM Li :3� ' 0-04 } 04! 00 �c �CC i c E to ♦r i r :' E �E cwwN am 'c o, C C, 00 C� M i e s, i i er i D ca r s i D i i� Q } 04! 00 i �► i i i to ♦r i r CN r` 3C N Y Y 0Mo ~ Lo LLo04 M i e s, i i er i i +•r • _ i i • ca r s i t sFMr Q L,_. i� Q 0 04! 00 i �► i i i to ♦r i r CN r` 3C N Y ZC7 z 0Mo ~ Lo LLo04 NORTH 8TH ST Y Z wto D cn -v �v co �v> R Z < W v Z z C0 V rn yX,� Z SO NORTH 6TH ST rn a O L SITE VVINE 5� N444Z a LC) 44 o 1-5 NORTH 3RD ST < N w�Y NE OCT— ,, LLJ0 \ Q E F= 0 0 m a 0 rn O co LO N w 0 z O_ V) Q o > cr Li a� C .cn C co LO N cn 0 0 i I= A rama LAL WT 1. ALL WORK AND MATERIALS SMALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUY.DING CODE AND/OR PLUMING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTK.ITIES AS SHOWN ON THESE PLANS ARE BIASED UPON THE ^OAAW RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SMALL CONSULT BARGUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WI1TH CONSTRUCTION. 4. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE AN'PROPRIATE UTILITIES IrMOI.VED PRIOR TO CONSTRUCTION. THE CONTRACTOR SNAIL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTX.ITIES WITHIN THE CONSTRUCTION AREA 04ETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PUWS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN SSS. 6. INSPECTION OF BUILDING ARID SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF SALW LLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MOO" CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3-I4CH MOO" PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRW TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SMALL BOE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERW.. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0`00ING AND/OR EXPORTING ALL MATERIAL AS REOUIRED TO PROPERLY GRADE THNS SITE TO THE FI 11SHNED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSUME THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DAA* SYSTEM. ALL STORM FACILITIES SMALL BE FLUSHED AND CLEANED P"RKaR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL. SHML.L BE TED WITH THE COUNTY P.W. DEPARTMENT. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES ARID COMPACT TO 95 PERCENT RELATIVE COMPACTION UINDER PAAOED AREAS AND 90 PERCENT COMPACTION! OFF PAINED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEOCJIIG IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAMNTENA&CE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL (NECESSARY HORIZONTAL AND VERTICAL. CONSTRUCTION STAKING BIASED ON ELECTRONIC FILES PROVIDED BY BCE. COVER SHEET 2 A A N 92911m _W_ I *so L74 rr rr rr rr PACCAR, INC. 777 106TH AVENUE NE BELLEVUE, WA 98004 CONTACT: SCOTT SEDBERRY (425) 468-7318 %w91w%jwm1qwhm&mmw VU 9AAGi;AUSEN CONSULTMNG ENGINEERS. INC. 18215 72ND AMEVA SOUTH KENT, IMA 95032 PHONE: (425) 251-6222 CONTACT: ,JASON G. HULL, P.E. EMAIL: JHUNIELLMANMGNAUSEN.COM 8 111 1114 • HART CROWSER 1700 WESTLAKE AVENUE NORTH, SUITE 200 SEATTLE, WASHINGTON 96109-6212 (206)324-9530 SARAH B. UPSALL, PHD, PE RAW11AUSEN CONSULTING ENNGNNEERS, INC. 18215 72ND AMMENUE SOUTH KENT, IMA 95032 PHONE: (425) 251-6222 CONTACT: DENNIS SALTYS, P.L.S. EMAIL: DSALTYS911ARGHAUSEN.COM BASIS OF BEARINGS: BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91, PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 1879 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID CONTROL POINT NO. 1879 AND CONTROL POINT NO. 1847 WAS HELD FOR ROTATION, BEING NORTH 2749'25 EAST. VERTICAL DATUM: VERTh^AL DATUM FTV2 THIS PROJECT IS IIID PER CITY OF MENTON. CITY OF RENTON JECT LLfTs CONTROL POINT NO. 1847 WAS HELD FOR ELEVATION, BEING 37.84 FEET DATES OF SURVEY: FIELD SURVEY BY BrA ROWSEN CONSULTING ENGINEERS, INC. CONDUCTED IN JUNE, 2014. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. TAX ACCOUNT NUMBERS: A.P.N. 722300-0010, 062305-9197, AND 082305-9170 i i e s, i i er i i +•r • _ i i • • r s i t sFMr Q L,_. i� Q 0 04! 00 i �► i i i i ♦r i r •► v i er O • • • r s 2 Q L,_. i� CARM THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SMALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POT1NMM G ALL OF THE EXISTING LftITIES AT LOCATION'S OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PUS ARE WSED CAPON THE UNMEIMFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIIAIMTION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING EON ERS INC. THE CITY F SLOWER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR HAZARD AREA *AOLWER PROTECTION ZONE 2 No 4TH ST AND -. r L� Ma ALL sROW wnr APPEM aw M PIIOPOSED SPOT ELEVATIONS /112— MATCH EXISTING ELEVATION tME SIDEMMLK ELEVATION SW •-! r r~ r . •W IN IN !�111 ASPHALT PAVEMENT EX. CONCRETE TO BE REMOVED SHOWN ON TESC SHEETS ONLY EX. ASPH&T TO BE REMOVED SHOWN ON TESC SHEETS ONLY CATCH BASIN INSERT d i i e d d A e � 1 1 CONTRACTOR SHALL BE FULLY RESPONSOLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMEW OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONU MENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAID SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHIINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAID SURVEY OFFICE 1111 WASHIINGTON STREET S.E. P.O. BOX 47010 OLYMPkk wrISHINGTON 9OW-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SMALL BE REPLACED BY A REG15TER ED LAND SURVEYOR, AT THE COST AND AT THE DMECTION OF TIME CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APP# - 1ATE FORMS FOR REPLACEMENT OF SAiD MONIJMENTATION SHALL ALSO BE THE RES"PON51SILrTY OF THE CONTRA". Q-17.- P - _'!0661 Ln in c Ln N Z w .� Vr_ wwig U U l Y 0 0 U = L U W W W Y Y Y U In In In 0 V M Q EXUnW LUMO AIRE (LUM.) *0 YARD LIGHT [i] POWER METE _0- POWER P'OLER ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH Will (CO) STORM MANMIOLE (SO MSN) SANITARY SEINER MAN 400E (SS1MH) ® GAS CL R(AS NOTED) GAS VALVE WATER VALVE (WAV) FIRE HYDRAWT(FH) / COWWECT10N(FDC) ® WATER MNNNOt.E ® WATER METER ri BLOW -OFF -OFF / AWOC • MOWOR WELL DIRECTIONAL ARROW & SURVEY MONUMENT (AS NOTED) + BENCHMARK 1 SECTION CORNER (AS NOTED) 0 FOUND REQ/CAP (AS NOTED) ® FOUND LEAD/TACK IL SURVEY CONTROL STATION R PROPERTY LINE HIANDOW • . a CONCRETE ~L/*.ANO (AS NOVO) BU LLD" LINE x CWrN LMiK FENCE WOOD FENCE Mi1rE0 Wff FENCE ---- HOGWIRE FENCE w WAWR LINE G GAS UK T(XX) OV1EI%"/gi p TEL. U14E P(XX) 04ENNIM/ 01UND PW. LII -0 - STORM UWE SEWER LIK EX. POW TREE EX. DEC -0 TREE AST EX. TIDE STUMP CITY OF NTON Approved by Date: N VIr t Approved by: Date / Approved by: Date: Approved by: Date: v w wW V O • • .r I-5 2 Q L,_. i� Q 0 04! 00 Z O N � to J Q7 n �Q CN r` 3C N Y ZC7 z T_ ~ Lo LLo04 NORTH 8TH ST Y Z wto D cn -v �v �v> R Z < W Z z C0 rn Z SO NORTH 6TH ST rn O SITE VVINE 5� N444Z NORTH 4TH ST 44 1-5 NORTH 3RD ST w�Y NE OCT— ,, HAZARD AREA *AOLWER PROTECTION ZONE 2 No 4TH ST AND -. r L� Ma ALL sROW wnr APPEM aw M PIIOPOSED SPOT ELEVATIONS /112— MATCH EXISTING ELEVATION tME SIDEMMLK ELEVATION SW •-! r r~ r . •W IN IN !�111 ASPHALT PAVEMENT EX. CONCRETE TO BE REMOVED SHOWN ON TESC SHEETS ONLY EX. ASPH&T TO BE REMOVED SHOWN ON TESC SHEETS ONLY CATCH BASIN INSERT d i i e d d A e � 1 1 CONTRACTOR SHALL BE FULLY RESPONSOLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMEW OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONU MENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAID SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHIINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAID SURVEY OFFICE 1111 WASHIINGTON STREET S.E. P.O. BOX 47010 OLYMPkk wrISHINGTON 9OW-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SMALL BE REPLACED BY A REG15TER ED LAND SURVEYOR, AT THE COST AND AT THE DMECTION OF TIME CONTRACTOR. PURSUANT TO THESE REGULATIONS. THE APP# - 1ATE FORMS FOR REPLACEMENT OF SAiD MONIJMENTATION SHALL ALSO BE THE RES"PON51SILrTY OF THE CONTRA". Q-17.- P - _'!0661 Ln in c Ln N Z w .� Vr_ wwig U U l Y 0 0 U = L U W W W Y Y Y U In In In 0 V M Q EXUnW LUMO AIRE (LUM.) *0 YARD LIGHT [i] POWER METE _0- POWER P'OLER ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH Will (CO) STORM MANMIOLE (SO MSN) SANITARY SEINER MAN 400E (SS1MH) ® GAS CL R(AS NOTED) GAS VALVE WATER VALVE (WAV) FIRE HYDRAWT(FH) / COWWECT10N(FDC) ® WATER MNNNOt.E ® WATER METER ri BLOW -OFF -OFF / AWOC • MOWOR WELL DIRECTIONAL ARROW & SURVEY MONUMENT (AS NOTED) + BENCHMARK 1 SECTION CORNER (AS NOTED) 0 FOUND REQ/CAP (AS NOTED) ® FOUND LEAD/TACK IL SURVEY CONTROL STATION R PROPERTY LINE HIANDOW • . a CONCRETE ~L/*.ANO (AS NOVO) BU LLD" LINE x CWrN LMiK FENCE WOOD FENCE Mi1rE0 Wff FENCE ---- HOGWIRE FENCE w WAWR LINE G GAS UK T(XX) OV1EI%"/gi p TEL. U14E P(XX) 04ENNIM/ 01UND PW. LII -0 - STORM UWE SEWER LIK EX. POW TREE EX. DEC -0 TREE AST EX. TIDE STUMP CITY OF NTON Approved by Date: N VIr t Approved by: Date / Approved by: Date: Approved by: Date: IT . 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CURB, GUTTER AND SIOEWALK TO BE REMOVED FOR NEW SIDEWALK RAMP CONSTRUCTION. ElSAMICUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ,1 I ,1 1 11 1 1� 1 ■ ,1 1 11 1 ,1 1 11 i 11 i ■ il' ,I 1 ,I 1 11 1 !11 ■ FOUND MONUMENT IN CASE ; ---- 1/2" COPPER PLUG W/PUNCH IN 4X4 CONC ----_1 SET 0.50' BELOW GRADE--: � � � • Cg MAY 2014 --------------------- ---------------------------------- - -. -_-------------------------------------------------------------------------------------------------------------------------------- - _____________________________________________________________-______________________________- l WATER M/H a � ■G 2) GAS VALVES WATER VALVE G G G 0 G G G G G G G G G G G G�-- 1 G r WATER VALVE GAS VALVE w wEX. TER EX. TREE TO 114RE-w w w � w w CB BE REMOVED HYDRANT GAFK)B4 AVE _-- __------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ----------------------------------------------- --- ---- ------------M-O- -N-IT-O--R - WELL TYP- ` -------------------------------------------- -----------------�-- ______ --------- ■ .,,�„� � REE TO MANN Cb 5V WATER METER -.. —'= POD) PANG) P(NG) '�P(uli} Poe) Poe) Poo PANG) PWG) - .' Pow ' P{UC) I NG) --.- � _- p�tii} Pow Pwo Poo ' f � PON*��} . C�� x xx Y — x x x x x x x x x---------- x-- x x x x x x x— IRR ■ IRRIGATIaN _gam ----� --w-JBOX FIRE BOLLARD x maBOLLARD IRRGATION ® ° YI ■ )7 -- --�--� _ SDM o 18” CMP I.E. S=27.a9 • \ ` �t7 18” CMP I.E. W=28.09' Z7 12" CMP I.E. N=26,19' B 1 EX. STRIPS TO BE REMOVED (TYP.) 1. ALL EXISTING UTILITIES AND APPURTENNNNCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRII EWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. I I G ,u ,p ,1 ,u 111 � , 11 1 11 1 ■ 1 11 1 1 11 i ` 1y WATER VALVE a G Q SSMH RIM=33.35' (INACTIVE) CB POWER i --- AULT ) xx x x --- TTGFrr- STANDARD ° EX. ASPHALT TO BE REMOVED FOR SIDEWALK CONSTRUCTION. REMOVE AND REPLACE CURB W/FULL HEIGHT C_ T� - 2 . -3>VO4 6 tip to ~ C o Rwm . r r V) V z 88 w wig U U Y �Q W W W 17 Y Y Y V toto 1n V_ V_ V w M •' MATERIALS OF CONSTFUCTION � t FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ANTERIAL. FABRIC IS � Q IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION W � AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 AMt) IL GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 PREAIEABIIITY: 0.38 CM/SECOND )Wm=N80 W" SKIRT: 24"x38" SOCK FILTER/SEPARATOR: 10" D x 24" L u IIIRft • CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS GUY ,y F OAS � r o cn z A L �- 1 INSERT SHALL BE DIRTRAPo Q O v o4-1 rT c_ c INLET ULTRA DRAINGAURD Ne O .o �Q W � W :3 C� _ °- zLLJ =v L to a� rm2ov 0 10 20 40 Know what's bliOlAl. 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CURB, GUTTER AND SIOEWALK TO BE REMOVED FOR NEW SIDEWALK RAMP CONSTRUCTION. ElSAMICUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ,1 I ,1 1 11 1 1� 1 ■ ,1 1 11 1 ,1 1 11 i 11 i ■ il' ,I 1 ,I 1 11 1 !11 ■ FOUND MONUMENT IN CASE ; ---- 1/2" COPPER PLUG W/PUNCH IN 4X4 CONC ----_1 SET 0.50' BELOW GRADE--: � � � • Cg MAY 2014 --------------------- ---------------------------------- - -. -_-------------------------------------------------------------------------------------------------------------------------------- - _____________________________________________________________-______________________________- l WATER M/H a � ■G 2) GAS VALVES WATER VALVE G G G 0 G G G G G G G G G G G G�-- 1 G r WATER VALVE GAS VALVE w wEX. TER EX. TREE TO 114RE-w w w � w w CB BE REMOVED HYDRANT GAFK)B4 AVE _-- __------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ----------------------------------------------- --- ---- ------------M-O- -N-IT-O--R - WELL TYP- ` -------------------------------------------- -----------------�-- ______ --------- ■ .,,�„� � REE TO MANN Cb 5V WATER METER -.. —'= POD) PANG) P(NG) '�P(uli} Poe) Poe) Poo PANG) PWG) - .' Pow ' P{UC) I NG) --.- � _- p�tii} Pow Pwo Poo ' f � PON*��} . C�� x xx Y — x x x x x x x x x---------- x-- x x x x x x x— IRR ■ IRRIGATIaN _gam ----� --w-JBOX FIRE BOLLARD x maBOLLARD IRRGATION ® ° YI ■ )7 -- --�--� _ SDM o 18” CMP I.E. S=27.a9 • \ ` �t7 18” CMP I.E. W=28.09' Z7 12" CMP I.E. N=26,19' B 1 EX. STRIPS TO BE REMOVED (TYP.) 1. ALL EXISTING UTILITIES AND APPURTENNNNCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRII EWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. I I G ,u ,p ,1 ,u 111 � , 11 1 11 1 ■ 1 11 1 1 11 i ` 1y WATER VALVE a G Q SSMH RIM=33.35' (INACTIVE) CB POWER i --- AULT ) xx x x --- TTGFrr- STANDARD ° EX. ASPHALT TO BE REMOVED FOR SIDEWALK CONSTRUCTION. REMOVE AND REPLACE CURB W/FULL HEIGHT C_ T� - 2 . -3>VO4 6 tip to ~ C o Rwm . r r V) V z 88 w wig U U Y �Q W W W 17 Y Y Y V toto 1n V_ V_ V w M •' MATERIALS OF CONSTFUCTION � t FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ANTERIAL. FABRIC IS � Q IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION W � AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 AMt) IL GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 PREAIEABIIITY: 0.38 CM/SECOND )Wm=N80 W" SKIRT: 24"x38" SOCK FILTER/SEPARATOR: 10" D x 24" L u IIIRft • CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS GUY ,y F OAS � r o cn z A L �- 1 INSERT SHALL BE DIRTRAPo a-, 0 v N O Ia INLET ULTRA DRAINGAURD tx .o m M� W _ °- zLLJ O to Z >M d N 00 Z 00 C:)CN (30 to0 0� z W� Y � N Z 2, 0 LLJ 000 W 04 ai �— Y13 v c U t U 0 W aW Jv 00 N O V LO n L17 0 Q N O M � W Q 0 ai v 0 v+ v w r` LO N W z o_ Ln a � rn W C 1` to LON / In 0 N 6 ii z iL rm2ov 0 10 20 40 Know what's bliOlAl. 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CURB, GUTTER AND SIOEWALK TO BE REMOVED FOR NEW SIDEWALK RAMP CONSTRUCTION. ElSAMICUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ,1 I ,1 1 11 1 1� 1 ■ ,1 1 11 1 ,1 1 11 i 11 i ■ il' ,I 1 ,I 1 11 1 !11 ■ FOUND MONUMENT IN CASE ; ---- 1/2" COPPER PLUG W/PUNCH IN 4X4 CONC ----_1 SET 0.50' BELOW GRADE--: � � � • Cg MAY 2014 --------------------- ---------------------------------- - -. -_-------------------------------------------------------------------------------------------------------------------------------- - _____________________________________________________________-______________________________- l WATER M/H a � ■G 2) GAS VALVES WATER VALVE G G G 0 G G G G G G G G G G G G�-- 1 G r WATER VALVE GAS VALVE w wEX. TER EX. TREE TO 114RE-w w w � w w CB BE REMOVED HYDRANT GAFK)B4 AVE _-- __------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ----------------------------------------------- --- ---- ------------M-O- -N-IT-O--R - WELL TYP- ` -------------------------------------------- -----------------�-- ______ --------- ■ .,,�„� � REE TO MANN Cb 5V WATER METER -.. —'= POD) PANG) P(NG) '�P(uli} Poe) Poe) Poo PANG) PWG) - .' Pow ' P{UC) I NG) --.- � _- p�tii} Pow Pwo Poo ' f � PON*��} . C�� x xx Y — x x x x x x x x x---------- x-- x x x x x x x— IRR ■ IRRIGATIaN _gam ----� --w-JBOX FIRE BOLLARD x maBOLLARD IRRGATION ® ° YI ■ )7 -- --�--� _ SDM o 18” CMP I.E. S=27.a9 • \ ` �t7 18” CMP I.E. W=28.09' Z7 12" CMP I.E. N=26,19' B 1 EX. STRIPS TO BE REMOVED (TYP.) 1. ALL EXISTING UTILITIES AND APPURTENNNNCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRII EWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. I I G ,u ,p ,1 ,u 111 � , 11 1 11 1 ■ 1 11 1 1 11 i ` 1y WATER VALVE a G Q SSMH RIM=33.35' (INACTIVE) CB POWER i --- AULT ) xx x x --- TTGFrr- STANDARD ° EX. ASPHALT TO BE REMOVED FOR SIDEWALK CONSTRUCTION. REMOVE AND REPLACE CURB W/FULL HEIGHT C_ T� - 2 . -3>VO4 6 tip to ~ C o Rwm . r r V) V z 88 w wig U U Y �Q W W W 17 Y Y Y V toto 1n V_ V_ V w M •' MATERIALS OF CONSTFUCTION � t FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ANTERIAL. FABRIC IS � Q IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION W � AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 AMt) IL GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 PREAIEABIIITY: 0.38 CM/SECOND )Wm=N80 W" SKIRT: 24"x38" SOCK FILTER/SEPARATOR: 10" D x 24" L u IIIRft • CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS GUY ,y F OAS � r o cn z A L �- 1 INSERT SHALL BE DIRTRAPo a-, 0 v N O Ia INLET ULTRA DRAINGAURD tx .o m OR APPROVED EQUAL. _ °- zLLJ O OVERFLOW PROTECTION Z >M d N 00 Z SKIRT C:)CN (30 to0 0� z W� Y � N Z 2, HANDLING STRAP LLJ 000 W 04 HANDLING �— Y13 STRAP c t U \- SEDIMENT COLLECTION CATCH BASN N�H'T NOT TO SCALE Wom i r E I cn ui U O Ia m � 17 1 r � Z � — z E I cn ui U O N m � 17 1 r � Z R- m w D < °- zLLJ O � Z >M d N 00 Z C C I r C:)CN (30 to0 0� z W� CN Q to 3t N Lo N Z 2, LLJ 000 W 04 �— Y13 t W i A Jv qV 00�► � m U' — z E I -� V I $ 04 N m U' — z D z�zi C m � 17 1 r � o R- m n � o m O Z � C C I r C17 z U U Q Q --I-- 00 D � 444in .inE © OE o N Q to c w:3 s, w a-a. F•�1 ts 00 � =v E < fu I ■ Know what"s beiO1N. callim, W-T%nv you dig. IEEE[ RZ I imalow m Dig rkA ■ ■ ■ ■ ■ ■ ■ EX. TREE TO ■ --_■------------ ------ GB BE REMOVED ------------ ------—Zr—wiw----A.iR�i+ .ii. iPT. liiil�M%/�iYW►.---------- •F7J J—�n_{�3l l7LYVYtiI �� � _-- —_— T— --------------------------------- --- ---------------_--_-- ----- --- ------ ------------------------------ -- _________ _____ ______ ____�_____ ___ __ ■ j — — — — — — — — — — — — — — — — — — — —• — — — — — — — — — — --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — _ — — — — — — _ — — — _ _ — — — _ _ _ ----- _ S - o G G G G GG�y�� G G 6 6 G ��^++ RIM = .���gy 1.2 7' REMOVE AND RE G G G G G G G G 12" Gi c*2 G G G G G G G I � � EX. TREE TO CURB W/FULL HEIGHT EX. TREES TO AVE N 24i� CONIC I.E. E=24,82BE REMOVED REMOVED 18 CONIC I.E. N=24.82' EX. TREE TO �.. REMOVE AND REPLACE WATER VALVE CB BE REMOVED -�..----�' CB EX. TREE TO EX. TREE TO SDMH DRY WELD C FULL HEIGHT BE REMOVED BE REMOVED RIM = 32.38 EX. THEE TO 12" CONC I.E. SE=28.93' ------- ------------------------------- ----------- --------------------------------------------------- _ ---� __- -- =----= .� .. N ..�._ �.-----------------------------____________________====================_______--------___-___- -__ - 8E------ -- =___- -___= J' ___- __----------_�'�' _ P{uG} P Pti - - -_ P{i1G} } J __- /--- -�-- --- _� w �-a --� - --.r:.'� - v ---- P{uG}% uG} P{LIG} P{L/G} P{IJ�r} { } t } t }} P{uG} �P{Lra} P{uG} 3 P LIG Poo P LIG P LIC ..� p "`" '""" P{uG {uG} P{uG} P{uG} Poo Plus} P{uG} - P ► �� ► ►tn ►cn ►� ►� ►� ►tn ►� ►� ►V3 ►N ►� ► ► P► } ► �' {L(G: ► ► �► P{ucy - P{} t T is V! V! Vi t/! tN �/� th ► ►► ►tJ� ► ►Vs ► ►� ►tn w� ►tn ►t!� ►N ►N ► ► ► �► ►----►Pi x x x x ------------W x_ x x --� x. x z x x x x x x x x sc z x x x `�"--- ----`f TREE TOV, sR IRRIGATION JBCiX --�-----_�_ EX. STUMPS o r� �`°�, -- EX. STUMPS a o �1@E�` o TO IYP.)�", o o `°------- .._...�.�_ TO BE RE1�It?�D--'{- o SSMH o x TEL. RISER ��1R BOX ----•-- --- Q ---�- RI = 7 ■ c� 8c BOLLARD o M ��' � - ° o �0" VC 1 E. t= 5:� EX ASPHALT TO BE REMOVED 8" PVC I.E. N=25,50' MONITOR WEAL . FOR SIOEV ALK CONSTRUCTION g I ADJUST RIM TO MATCH EX ASPHALT TO BE RE ---� � � �"" `�-------- __�___ � � .----- --�- -W--'_ -__. _ 8 PVC I.E. S=27,20 MONITOR 1HELL NEW �K ELEWATION 4�7Xw FOR SIOEWK CONSTRUCTION IRR. BOX- ;� & BOLLAR z Y ius o N O 2 to c O I ■ > 00 SIGNAL BOX < a a Z SIGNAL POLEJBOX co Q� W N N N 00 C) CN 0 tD 1 0§ Z— 1 1 WZ Z0 N N � Z - i - 0 is b MH � (2) GAS VALVES TYP�. PER DETAIL SHT R2) � . v U z W `moo o G G G Ag 0 GAJ VA EX. TREE TO G G G G G Q BE REMOVED � EX. TREE TO BE REMOVED GAFCEN AVE N LIGHT STANDARD ! C SIGNAL BOX 00 U r L0 o Q N w Qr 0 a� E Q% +r M L.1J v 0 v+ v W r� to Lo N r W cr a :2 z O CD Lo O > w c ry �L c .cp h to In N N 0 0 N I ■ Know what"s beiO1N. callim, W-T%nv you dig. IEEE[ RZ I imalow m Dig rkA ■ ■ ■ ■ ■ ■ ■ EX. TREE TO ■ --_■------------ ------ GB BE REMOVED ------------ ------—Zr—wiw----A.iR�i+ .ii. iPT. liiil�M%/�iYW►.---------- •F7J J—�n_{�3l l7LYVYtiI �� � _-- —_— T— --------------------------------- --- ---------------_--_-- ----- --- ------ ------------------------------ -- _________ _____ ______ ____�_____ ___ __ ■ j — — — — — — — — — — — — — — — — — — — —• — — — — — — — — — — --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — _ — — — — — — _ — — — _ _ — — — _ _ _ ----- _ S - o G G G G GG�y�� G G 6 6 G ��^++ RIM = .���gy 1.2 7' REMOVE AND RE G G G G G G G G 12" Gi c*2 G G G G G G G I � � EX. TREE TO CURB W/FULL HEIGHT EX. TREES TO AVE N 24i� CONIC I.E. E=24,82BE REMOVED REMOVED 18 CONIC I.E. N=24.82' EX. TREE TO �.. REMOVE AND REPLACE WATER VALVE CB BE REMOVED -�..----�' CB EX. TREE TO EX. TREE TO SDMH DRY WELD C FULL HEIGHT BE REMOVED BE REMOVED RIM = 32.38 EX. THEE TO 12" CONC I.E. SE=28.93' ------- ------------------------------- ----------- --------------------------------------------------- _ ---� __- -- =----= .� .. N ..�._ �.-----------------------------____________________====================_______--------___-___- -__ - 8E------ -- =___- -___= J' ___- __----------_�'�' _ P{uG} P Pti - - -_ P{i1G} } J __- /--- -�-- --- _� w �-a --� - --.r:.'� - v ---- P{uG}% uG} P{LIG} P{L/G} P{IJ�r} { } t } t }} P{uG} �P{Lra} P{uG} 3 P LIG Poo P LIG P LIC ..� p "`" '""" P{uG {uG} P{uG} P{uG} Poo Plus} P{uG} - P ► �� ► ►tn ►cn ►� ►� ►� ►tn ►� ►� ►V3 ►N ►� ► ► P► } ► �' {L(G: ► ► �► P{ucy - P{} t T is V! V! Vi t/! tN �/� th ► ►► ►tJ� ► ►Vs ► ►� ►tn w� ►tn ►t!� ►N ►N ► ► ► �► ►----►Pi x x x x ------------W x_ x x --� x. x z x x x x x x x x sc z x x x `�"--- ----`f TREE TOV, sR IRRIGATION JBCiX --�-----_�_ EX. STUMPS o r� �`°�, -- EX. STUMPS a o �1@E�` o TO IYP.)�", o o `°------- .._...�.�_ TO BE RE1�It?�D--'{- o SSMH o x TEL. RISER ��1R BOX ----•-- --- Q ---�- RI = 7 ■ c� 8c BOLLARD o M ��' � - ° o �0" VC 1 E. t= 5:� EX ASPHALT TO BE REMOVED 8" PVC I.E. N=25,50' MONITOR WEAL . FOR SIOEV ALK CONSTRUCTION g I ADJUST RIM TO MATCH EX ASPHALT TO BE RE ---� � � �"" `�-------- __�___ � � .----- --�- -W--'_ -__. _ 8 PVC I.E. S=27,20 MONITOR 1HELL NEW �K ELEWATION 4�7Xw FOR SIOEWK CONSTRUCTION IRR. BOX- ;� & BOLLAR --------------- OX JBOX - ------------------------------------ - ----- ------------------------------- --- ----- .. C �> IS POD) --------- P{{ "i----------- P{uG} P(UG) -- T (na)d T i -- (on)d (ae)d �""" -.------ Cert}d 10A ILA ftto two w- t/! - JBOX LI HT STANDARD TEL. RISER EL. RISER POWER VAULT POWER CABINET 4 EX. STUMPS TO BE REMOVED (TYP.) B FENCE POST -------------------------- P A I \ 1 X° .� \ BE REMOVED CB GUY ANCHOR (ABANDONED,N a SIGNAL POLE IIS .1 S$101-1 f SIGNAL BOX j SIGNAL BOX pcwl 47 ` -----= j— -------- C B G G CG .4 w\�, , WATER VALVE SSMH 1 H 1 z Y ius o N O 2 _ m c O I ■ > LLJ D SIGNAL BOX < a a Z SIGNAL POLEJBOX z Q� W N N N C) CN 0 tD 1 0§ Z— 1 1 WZ Z0 N N � Z - i - v- is b MH � (2) GAS VALVES TYP�. PER DETAIL SHT R2) � . z W G G G GAJ VA EX. TREE TO G G G G G coo BE REMOVED EX. TREE TO BE REMOVED GAFCEN AVE N LIGHT STANDARD ! C SIGNAL BOX --------------- OX JBOX - ------------------------------------ - ----- ------------------------------- --- ----- .. C �> IS POD) --------- P{{ "i----------- P{uG} P(UG) -- T (na)d T i -- (on)d (ae)d �""" -.------ Cert}d 10A ILA ftto two w- t/! - JBOX LI HT STANDARD TEL. RISER EL. RISER POWER VAULT POWER CABINET 4 EX. STUMPS TO BE REMOVED (TYP.) B FENCE POST -------------------------- P A I \ 1 X° .� \ BE REMOVED CB GUY ANCHOR (ABANDONED,N a SIGNAL POLE IIS .1 S$101-1 f SIGNAL BOX j SIGNAL BOX pcwl 47 ` -----= j— -------- C B G G CG .4 w\�, , WATER VALVE SSMH 1 H 1 1. ALL EXISTING UTILITIES AND APTENWES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTM DRIVENIAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL. BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHM EXISTING. rt SDMH 4r, SSMH (PER DVAL TN SIGNAL BOX - SIGNAL POLE iris'(► � . -I 1 1 ------ bbLLARD POWER VAULT XWALK SIGNAL WATER VALVE (TYP. FIRE HYDRANT 1 1 1 >i �-- -v 1w • • i �! � �, !R 111. �. k o ul) � Z Z N 7L Z vv, Y \� W W ! Y Y Y Vo In In0 ib M S Lnrtr 3 w GUY y I WAS H = ►��NA L O z Y ius o N O 2 _ m c O m I m > LLJ D doe < 1. ALL EXISTING UTILITIES AND APTENWES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTM DRIVENIAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL. BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHM EXISTING. rt SDMH 4r, SSMH (PER DVAL TN SIGNAL BOX - SIGNAL POLE iris'(► � . -I 1 1 ------ bbLLARD POWER VAULT XWALK SIGNAL WATER VALVE (TYP. FIRE HYDRANT 1 1 1 >i �-- -v 1w • • i �! � �, !R 111. �. k o ul) � Z Z N 7L Z vv, Y \� W W ! Y Y Y Vo In In0 ib M S Lnrtr 3 w GUY y I WAS H = ►��NA L O z Y c O C •O o N O 2 _ m c O m I m > LLJ D O < E • Dat* I Date D -� � CA < '0 • z Y � N z _ m c O m I m C LLJ D O < a a Z V z Q� E • Dat* I Date D -� � CA < '0 • z 9rn 0 U z* z _ m c O m I m m LLJ D < a a Z z Q� W N N N C) CN 0 tD 1 0§ Z— WZ Z0 N N � Z - i - v- *o-%% _ ~ Ln Ln W N Z N N00 LLJ Y .,.� U 0 z W coo E • Dat* I Date D -� � CA < '0 • z 9rn z* z _ m c Nz m I m m O D n C to Q < z Q� L;i 9 9 111 TEL. M SIGNAL BOXES 8" CONC 12* CONC I.E. N=30 V CONC I.E. NE=32 REMOVE CORNER POST FROM FENCE AND REPLACE FENCE FROM NEXT REMOVE AND REPLACE EXISTING POST NORTH AND EAST OF CORNER GROWL ACCESS ROAD AND I AAWF%e^&9%fi&W'% llki ZOA&A^ rt%ft C%T&%Ml&A 6* CONC I.E. W=33.57' 20 PVC I.E. E=28.44II ' CB ST GRATE` 20" PVC I.E. W=28.34' 11 RIM=3 .18' E W/XWALK 6" CONC I.E. E=33.18' QSAWCUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ■ Ex. SIDEWALK AND CUM TO BE zzzz------REMOVED. .; ------- ---------------- -- -- T AT NEAREST---SKIIEW-ALK JOINT (DO UG) -------- ix'=-_.._� Nuc)� Nucy P(uar Polo pof)� 4 0(us) -- - - - - - - - - - - - -a"L-----=x =--=== - --- - - - - - - - - - - - - - - - - - - -A- m PEDESTRIAN SIGNAL (TO REMAIN) 0iUS) . ' N -A - CB STD GRATE LIGHT ---/ W=34.87' javA -------- �' l 8* CONC I.E. W=32.42' ■ 8* D.I. I.E. S=32.50- N 471H %0 1 • Nil SSMH FOUND MONUMENT IN CASE RIM=35.53' 5/8" REBAR IN CONC 8* PVC I.E. 5=29.27' SET O.3Q' BELOW GRADE 6' CONC I.E. N=29.70' (MAY 2014) w w w 20* PVC I.E. E=29.10' 20- w w w - w ■ ---"` CB STD GRATE TEL. VAULT RW=35.06' SSMH 8' PVC I.E. SW=33.28' CABLE RISER ■ RIM=35.44' 8' D.I. I.E. N=33.28' H/C RAMP R* PVC i r rz=,)a ■ ■ 8* PVC I.E. N=29.56' 0 S"CUT AT NEAREST SIDEWALK JOINT SIDEWALK CONSTRUCTION REMOVE EX. PIPE wh A 4P.-AI6 - - - - - - - - - - - - - ------- MONITOW" EWLL MIN. jug QO () P00 P(U) m -X-X--- X x 3t .7-3. i. `004 NO w --- --------- OWER VAULT WANUA LF/w - 1\ --------- ---- 4WOR e0 SfD @WE WELL 12' 12* COK I.E. N=32.07' ■ i go cnw- IF c.= IZ07- 8* CONC I.E. E=32, D7' I.E. W=32 07s w w W - w - W w W w w w�� w CEI 1X2 GRATE RIM=34.36' WATER _--- • COK ----- VALVE 4 I.E. NE=33.49' IL X.1I CB STD GRATE v w ■ RIM=34.34 0 0 FOUND MONUMENT IN CASE 0%- -I..a LEAD&TACK IN CONC 6" CONC I.E. SW=32.45' En (n -c: SET 0.30' BELOW GRADE 0 c 0E AT 20T4' 20" PVC < FOUND MONUMENT IN CASE ■ 7 LEAD & TACK IN CONC �4 _0 LiJ SET 0.30' BELOW GRADE I.E. N=29.80' af ,--, c: (MAY 2014) zIr- E�5 I- rn ui Lu .- a) FOUND LEAD&TACK Lo CN :3 E mm (MAY 2014) . Lo 00-%. Lo E CN 100 -Z C*4 04 LLJ pl�� C J �� E L- CD REMOVE CORNER POST FROM FENCE AND REPLACE FENCE FROM NEXT REMOVE AND REPLACE EXISTING POST NORTH AND EAST OF CORNER GROWL ACCESS ROAD AND I AAWF%e^&9%fi&W'% llki ZOA&A^ rt%ft C%T&%Ml&A 6* CONC I.E. W=33.57' 20 PVC I.E. E=28.44II ' CB ST GRATE` 20" PVC I.E. W=28.34' 11 RIM=3 .18' E W/XWALK 6" CONC I.E. E=33.18' QSAWCUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ■ Ex. SIDEWALK AND CUM TO BE zzzz------REMOVED. .; ------- ---------------- -- -- T AT NEAREST---SKIIEW-ALK JOINT (DO UG) -------- ix'=-_.._� Nuc)� Nucy P(uar Polo pof)� 4 0(us) -- - - - - - - - - - - - -a"L-----=x =--=== - --- - - - - - - - - - - - - - - - - - - -A- m PEDESTRIAN SIGNAL (TO REMAIN) 0iUS) . ' N -A - CB STD GRATE LIGHT ---/ W=34.87' javA -------- �' l 8* CONC I.E. W=32.42' ■ 8* D.I. I.E. S=32.50- N 471H %0 1 • Nil SSMH FOUND MONUMENT IN CASE RIM=35.53' 5/8" REBAR IN CONC 8* PVC I.E. 5=29.27' SET O.3Q' BELOW GRADE 6' CONC I.E. N=29.70' (MAY 2014) w w w 20* PVC I.E. E=29.10' 20- w w w - w ■ ---"` CB STD GRATE TEL. VAULT RW=35.06' SSMH 8' PVC I.E. SW=33.28' CABLE RISER ■ RIM=35.44' 8' D.I. I.E. N=33.28' H/C RAMP R* PVC i r rz=,)a ■ ■ 8* PVC I.E. N=29.56' 0 S"CUT AT NEAREST SIDEWALK JOINT SIDEWALK CONSTRUCTION REMOVE EX. PIPE wh A 4P.-AI6 - - - - - - - - - - - - - ------- MONITOW" EWLL MIN. jug QO () P00 P(U) m -X-X--- X x 3t .7-3. i. `004 NO w --- --------- OWER VAULT WANUA LF/w - 1\ --------- ---- 4WOR e0 SfD @WE WELL 12' 12* COK I.E. N=32.07' ■ i go cnw- IF c.= IZ07- 8* CONC I.E. E=32, D7' I.E. W=32 07s w w W - w - W w W w w w�� w CEI 1X2 GRATE RIM=34.36' WATER _--- • COK ----- VALVE 4 I.E. NE=33.49' IL X.1I CB STD GRATE v CB STD GRATE ■ RIM=34.34 0 RIM=34.85' 6" CONC I.E. NW=33.24' SSMH f 6" CONC I.E. SW=32.45' c co RIM=35.32 12" CONC I.E. N=32.45' m 20" PVC I.E. E=28.92' w ■ 20" PVC I.E. W=28.82' CN 00 m ca I.E. N=29.80' r-,- 00 cn zIr- m I rn ui Lu CN < U-) C-4 Lo CN ■ c; . Lo 00-%. Lo CN 100 -Z C*4 04 LLJ J �� X X z W ei 6wist! w 0 ui cx) LO v - Ln CL v - C) CN C) Li < r) ai E m uj cr ri (D LO CN z uj 0 z 0 o > cif Lii 11`11 ry (D co LO CN U) CN O REMOVE CORNER POST FROM FENCE AND REPLACE FENCE FROM NEXT REMOVE AND REPLACE EXISTING POST NORTH AND EAST OF CORNER GROWL ACCESS ROAD AND I AAWF%e^&9%fi&W'% llki ZOA&A^ rt%ft C%T&%Ml&A 6* CONC I.E. W=33.57' 20 PVC I.E. E=28.44II ' CB ST GRATE` 20" PVC I.E. W=28.34' 11 RIM=3 .18' E W/XWALK 6" CONC I.E. E=33.18' QSAWCUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ■ Ex. SIDEWALK AND CUM TO BE zzzz------REMOVED. .; ------- ---------------- -- -- T AT NEAREST---SKIIEW-ALK JOINT (DO UG) -------- ix'=-_.._� Nuc)� Nucy P(uar Polo pof)� 4 0(us) -- - - - - - - - - - - - -a"L-----=x =--=== - --- - - - - - - - - - - - - - - - - - - -A- m PEDESTRIAN SIGNAL (TO REMAIN) 0iUS) . ' N -A - CB STD GRATE LIGHT ---/ W=34.87' javA -------- �' l 8* CONC I.E. W=32.42' ■ 8* D.I. I.E. S=32.50- N 471H %0 1 • Nil SSMH FOUND MONUMENT IN CASE RIM=35.53' 5/8" REBAR IN CONC 8* PVC I.E. 5=29.27' SET O.3Q' BELOW GRADE 6' CONC I.E. N=29.70' (MAY 2014) w w w 20* PVC I.E. E=29.10' 20- w w w - w ■ ---"` CB STD GRATE TEL. VAULT RW=35.06' SSMH 8' PVC I.E. SW=33.28' CABLE RISER ■ RIM=35.44' 8' D.I. I.E. N=33.28' H/C RAMP R* PVC i r rz=,)a ■ ■ 8* PVC I.E. N=29.56' 0 S"CUT AT NEAREST SIDEWALK JOINT SIDEWALK CONSTRUCTION REMOVE EX. PIPE wh A 4P.-AI6 - - - - - - - - - - - - - ------- MONITOW" EWLL MIN. jug QO () P00 P(U) m -X-X--- X x 3t .7-3. i. `004 NO w --- --------- OWER VAULT WANUA LF/w - 1\ --------- ---- 4WOR e0 SfD @WE WELL 12' 12* COK I.E. N=32.07' ■ i go cnw- IF c.= IZ07- 8* CONC I.E. E=32, D7' I.E. W=32 07s w w W - w - W w W w w w�� w CEI 1X2 GRATE RIM=34.36' WATER _--- • COK ----- VALVE 4 I.E. NE=33.49' IL X.1I CB STD GRATE v CB STD GRATE ■ RIM=34.34 0 RIM=34.85' 6" CONC I.E. NW=33.24' SSMH f 6" CONC I.E. SW=32.45' c X RIM=35.32 12" CONC I.E. N=32.45' m 20" PVC I.E. E=28.92' HYDRANT ■ 20" PVC I.E. W=28.82' CN 00 m 6" CONC I.E. N=29.80' r-,- 00 cn zIr- m I I vl- ui Lu CN < U-) C-4 Lo CN ■ EX. CONCRETE SIDEWALK AM CLAS TO BE REMOVED. REMOVE AND Ai OWNHEAD UTILITY LINES CB INLET W/SOLID LID RW=35.16" REPLACE -- X 12" CONC I.E. S=32.76 Xmw EXISTINGx CONC I.E. S=32.76' \EXI 4 Or I EX. FENCE TO RE 7• ---SiCNAL 80k� T't� �w 40 . A4'0 A''000 - - - - - - - - - - - - - - - - - - - - - - - &d -fl WMEL 1. ALL EXISTING UTILITIES AND APPURTENANCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRAOEWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL K REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. CD.2 8 (0 6 oy an in C in CN N Z- cn v) !# V W O cc ir �eCle -1 cog mmm W ui w !ek mMdit tn In Ln V, -0 'W21 Ln IV pn 0 z v v - 0 -0 0 > z m 3 w- 4 S T C'. �!7s�Tt srl�fll �*;Lcolm L B - 0 -0 0 m cF Y to Lu 0 > z m V ) z c c X X LL m z uj - m cF to Lu 0 > z m V ) z c z KT m0 X LL m z uj - > CN 04 CN 00 m z m 04 00 to r-,- 00 cn zIr- m I I vl- ui Lu CN < U-) C-4 Lo CN z - -0 Z LO . Lo 00-%. Lo CN 100 -Z C*4 04 LLJ J �� z W 0 m cF 8 N m cF > > z m z c z KT m0 c m M 0) Ln LTJ -Z O m z m m cn > D n M 0 m00 � 0 > �z Zm Mr cy). in LTI 51 z z m cn > c m M Da O rc 9 LLJJ V O W Q 3m cn Of Q -I-0 O N 0 o� :3E E �N C c 0•, 0 N in I I = I I I CD X U) W �� H Q W a = W Y � I I c0 00 S 00 o v ai V) v 0 W Y =t°i W N `t? Lo 0 � Ln M r2 Q N CN 9 N 0 r c o � ai v v ru m v, in -v Li 0 3 I w Lo c cr N Lo Z _N W w 0 0 a z o O j V) cp C w cn c •� C h 'vv+ � N U) N O / N O / O G7 N N i a o z ROAD IMPROVEMENT EROSION/DEMOLITION PLAN r-zo o ,o zo .o Know whaPs bAIOW. � Call you dq. - --gym— --TV ---- T--- r TYP. (PER DETAIL SHT R2) �-- 0 ,,,.,3 O --,- o x �� x AM ° \A° EX. FENCE IRR. BOA{ & BOLLARD x POW& 'OLE - EWW -'` REMOVE AND REPLACE EX. STREET SIGN CB S RATE " % ` RIM=39.86' / 6" PVC I.E. E=37.36' 12 CONC I.E. SW 37.36 CB STD GRATE ' RIM=40.21'' 36" CONC I.E. NE=33.21' oSDM _ a 3fi,> CONC I.E. E-33.41 RIM= 0.31' , am " \ ;' RIM 39.99' NC I.E. E=33.26 3 CONC I.E. W=33.29' 36" CON W=33.26' c��d s CONC I.E. SW=33.19 ------ _ __ 1 PIS") l !� ! `�' fit" CONC I.E. N=36.19' -�. ' p!b"''r'____" p( «) p(«) K«) ) x , !! �-d,�-- • xi•�.����rS. .! •.°. ' -�-d-- -'-°d -{-=` � • a - a'°° W - b° -,a "`-, ,a-' ° $_a '- . ;-•` -° -, , -a. �°' -"- "- -e a - r�te, - e-4'a�° °e a.-i;R" �a,Ma-` 'f a.- .: ` rd• _ -Q � .�e e ea' : •tTe • -��„ '- �' -)I.�r--'�I:-E.=fi-eaT=.-.'S°d--° +��-^� 3li--2-,-T- 4-• ' -a +.4.o,a�'!°r"!°a e, e ,• '_. :r_m,_ N. - ,`°=s 4=s ,_• �'.="-_p`t�Tfle_ • -e-e a• ----�,_.=`�f. • s� _�, `-.. o -a - ..-`no�di'�d r. .+-►t •-• �a- -- •,- -a e • -e 4• -- '---�:--- e- , t• 5• • --e--`-4-� -- .- '- ---*--: -d'. . ,aR. A,�j• •A }Eav° - a° , " mlei . ,ydli a�•" "¢. °•***e... ae _"'•� pIa°." x a ° .. '�° a . e,pFe- liy+ -:� _- -• a -i • eei a4 a• e ,o . e e° . e " Ya - °e �E.;' )dS C• ".t• °ae° •M�C)Le 'a . a s •a.fl e ! a = !! / TEL . MIH 4 ---------- mf- ------- p(QN) --- - - - - - - -- - - - - - - Kpb+} a R da aa 'POWER SNAIRE a .t�E1 06tlD LID,p-j---------- AEOQ 4 a LE ` 6XCUA TQ' BE -4'P OLE d' WALUMIIyAIRE;... FOUND. MONUM Td �E E=3260' a � POWER P OL E %PINCH IN 444 -------.. ° 6U �:` . `° SLDMA.KN-CASA_POW,FR�A ° -"��a - QR SIE A`TRAhSFO�R ` 12.Cts` I:E: W= 2.i0a i5 � ae'd, 4 W LUMINAIRE & UG WIRESCa_ .41F a e tea': XCtNC�E rES BE -LOW Gd a d A IALa4u BE DE (%AY' 14 d T . 4'" . e a4N 4 i d dfl d v a fl a �aL! V v4GN fl. XWATEIA VALVE JTl#", SI a$ e e.dfl . � a, a axeD% 4 4 A a 4 fl Q• `e ec 01 1 CL ---- ------------------- __pfoW3 il-- ___.m-♦�da 'Ify'.wd W:fl ° d e Ili------_-_ -� � __� � _ - ----- -- ----- ----- • _ ,®/ ) pt p(dQ - P(pN) P(QM) - - - -.T - - - - — - - — - - - POWER POLE --- a . SSMH WATER VALVE POWER POLEIs 4- -- -` T 7-- T r � RIM=35.25' WATER VALVE METER CB SOLID LID 24 CONC I.E. E=30.50, WATER VAULT WATER RIM=35.37' 24" CONC I.E. W=30.40' WATER VALVE FIRE HYDRANT fill METER . 8" D.I, I.E. N=32.82' POWER POLE ' CB SOLID LID 2" CLAS *2" TO 6" C OR C 1' 1' 2.5'1' 1' MIN MIN MIN MIN MIN 2" CLASS `B' CRUSHED ROCK, FLOWA6LL FILL OR AS REQUIRED BY ENGINEER 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. — 1' 1' 25 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 ,S* OF CURB OR OF PAVEMENT ;ENTER LINE OR .ANE LINE D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON ♦ i1 \.\ / STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 1. ALL EXISTING UTILITIES AND APPURTENANCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRNEIMAY'S ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SMALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. ' u � • Z , + r aw 4e i f a" e 46 r ,• .ilY W • SDMH r e RIM=39.86' i` ---- --------- -= 12" CMP I.E. E=33.61' 12" D.I. I.E. N=32.71' T ! WATER VALVE RIM=39.22 WATER VAL E 24" CONC I.E. NE=34.12' 24" CONC I.E. S=34.12' EX. CURB, ASPHALT, LANDSCAPMiG AND SIDEWALK TO BE REWWD FOR NEW SIDEWALK DAMP CONS7M1UCT10N. Cp�'12_ 5S�6a5' 12 D.I. I.E. W=32.71' WATER MANHOLE MONITOR WELL 1 1 1 LoLo�o w- W -11 c c W �._ 0 0E N 16,z4 0 Y O w 3 w � ri �0 V c O Z Z� :3E E �N C c 0•, 0 N in I I = I I I CD X U) W �� H Q W a = W Y � I I c0 00 S 00 o v ai V) v 0 W Y =t°i W N `t? Lo 0 � Ln M r2 Q N CN 9 N 0 r c o � ai v v ru m v, in -v Li 0 3 I w Lo c cr N Lo Z _N W w 0 0 a z o O j V) cp C w cn c •� C h 'vv+ � N U) N O / N O / O G7 N N i a o z ROAD IMPROVEMENT EROSION/DEMOLITION PLAN r-zo o ,o zo .o Know whaPs bAIOW. � Call you dq. - --gym— --TV ---- T--- r TYP. (PER DETAIL SHT R2) �-- 0 ,,,.,3 O --,- o x �� x AM ° \A° EX. FENCE IRR. BOA{ & BOLLARD x POW& 'OLE - EWW -'` REMOVE AND REPLACE EX. STREET SIGN CB S RATE " % ` RIM=39.86' / 6" PVC I.E. E=37.36' 12 CONC I.E. SW 37.36 CB STD GRATE ' RIM=40.21'' 36" CONC I.E. NE=33.21' oSDM _ a 3fi,> CONC I.E. E-33.41 RIM= 0.31' , am " \ ;' RIM 39.99' NC I.E. E=33.26 3 CONC I.E. W=33.29' 36" CON W=33.26' c��d s CONC I.E. SW=33.19 ------ _ __ 1 PIS") l !� ! `�' fit" CONC I.E. N=36.19' -�. ' p!b"''r'____" p( «) p(«) K«) ) x , !! �-d,�-- • xi•�.����rS. .! •.°. ' -�-d-- -'-°d -{-=` � • a - a'°° W - b° -,a "`-, ,a-' ° $_a '- . ;-•` -° -, , -a. �°' -"- "- -e a - r�te, - e-4'a�° °e a.-i;R" �a,Ma-` 'f a.- .: ` rd• _ -Q � .�e e ea' : •tTe • -��„ '- �' -)I.�r--'�I:-E.=fi-eaT=.-.'S°d--° +��-^� 3li--2-,-T- 4-• ' -a +.4.o,a�'!°r"!°a e, e ,• '_. :r_m,_ N. - ,`°=s 4=s ,_• �'.="-_p`t�Tfle_ • -e-e a• ----�,_.=`�f. • s� _�, `-.. o -a - ..-`no�di'�d r. .+-►t •-• �a- -- •,- -a e • -e 4• -- '---�:--- e- , t• 5• • --e--`-4-� -- .- '- ---*--: -d'. . ,aR. A,�j• •A }Eav° - a° , " mlei . ,ydli a�•" "¢. °•***e... ae _"'•� pIa°." x a ° .. '�° a . e,pFe- liy+ -:� _- -• a -i • eei a4 a• e ,o . e e° . e " Ya - °e �E.;' )dS C• ".t• °ae° •M�C)Le 'a . a s •a.fl e ! a = !! / TEL . MIH 4 ---------- mf- ------- p(QN) --- - - - - - - -- - - - - - - Kpb+} a R da aa 'POWER SNAIRE a .t�E1 06tlD LID,p-j---------- AEOQ 4 a LE ` 6XCUA TQ' BE -4'P OLE d' WALUMIIyAIRE;... FOUND. MONUM Td �E E=3260' a � POWER P OL E %PINCH IN 444 -------.. ° 6U �:` . `° SLDMA.KN-CASA_POW,FR�A ° -"��a - QR SIE A`TRAhSFO�R ` 12.Cts` I:E: W= 2.i0a i5 � ae'd, 4 W LUMINAIRE & UG WIRESCa_ .41F a e tea': XCtNC�E rES BE -LOW Gd a d A IALa4u BE DE (%AY' 14 d T . 4'" . e a4N 4 i d dfl d v a fl a �aL! V v4GN fl. XWATEIA VALVE JTl#", SI a$ e e.dfl . � a, a axeD% 4 4 A a 4 fl Q• `e ec 01 1 CL ---- ------------------- __pfoW3 il-- ___.m-♦�da 'Ify'.wd W:fl ° d e Ili------_-_ -� � __� � _ - ----- -- ----- ----- • _ ,®/ ) pt p(dQ - P(pN) P(QM) - - - -.T - - - - — - - — - - - POWER POLE --- a . SSMH WATER VALVE POWER POLEIs 4- -- -` T 7-- T r � RIM=35.25' WATER VALVE METER CB SOLID LID 24 CONC I.E. E=30.50, WATER VAULT WATER RIM=35.37' 24" CONC I.E. W=30.40' WATER VALVE FIRE HYDRANT fill METER . 8" D.I, I.E. N=32.82' POWER POLE ' CB SOLID LID 2" CLAS *2" TO 6" C OR C 1' 1' 2.5'1' 1' MIN MIN MIN MIN MIN 2" CLASS `B' CRUSHED ROCK, FLOWA6LL FILL OR AS REQUIRED BY ENGINEER 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. — 1' 1' 25 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 ,S* OF CURB OR OF PAVEMENT ;ENTER LINE OR .ANE LINE D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON ♦ i1 \.\ / STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 1. ALL EXISTING UTILITIES AND APPURTENANCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRNEIMAY'S ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SMALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. ' u � • Z , + r aw 4e i f a" e 46 r ,• .ilY W • SDMH r e RIM=39.86' i` ---- --------- -= 12" CMP I.E. E=33.61' 12" D.I. I.E. N=32.71' T ! WATER VALVE RIM=39.22 WATER VAL E 24" CONC I.E. NE=34.12' 24" CONC I.E. S=34.12' EX. CURB, ASPHALT, LANDSCAPMiG AND SIDEWALK TO BE REWWD FOR NEW SIDEWALK DAMP CONS7M1UCT10N. Cp�'12_ 5S�6a5' 12 D.I. I.E. W=32.71' WATER MANHOLE MONITOR WELL 1 1 1 LoLo�o w- W -11 o W N --� N 16,z4 0 Y O _N Z' � O Z Z� C v 88 � z zLAJ w t ?__ ?__4 CN PnN00 CN C,) N m tL� U U tY Z W z W Y Q Ln 3 N Lo 04 Q � - �- L Lo 7 L Z C4 N Y W W W Y Y Y � V t in InIn .r z W ul) .r 1411 z° B Date GUY e0 /y F wAS* 4*1%,c. cn z F 0 / s T E��� ss�ONA t ` h W .. N 16,z4 Z � Y O C4 � ` h W z V v O t� V1 Z � Y O C4 � O c C v X U- z ` h E Z z V ,p O t� V1 Z � O � O UJ X U- z zLAJ t i Q CN PnN00 CN C,) N m tL� ^ 0I tY Z W z W Q Ln 3 N Lo 04 z - �- L Lo W N 00 Z C4 N Y .� t z W i M�Jv �O ` h E Z ..' N 1 ,p O t� V1 D 0 00 00cn -f -0 • �Z z� � m= rnO I U m 0 D n o C) Z � o T O � � C z LA J V) M 0 W ry V) (aW` 7°o7 -SS 0 2.5 5 10 r -s r r r I � � i r REPLACE CONCRETE TO NEAREST ,JOINT 2 35.06± ME I CURB .CC. Ib'w W y - 4 v ~ ME 9 ME TC y n I i "Y • M Q Y • • r... ♦ • • • • s PARALLEL CURB RAMP PER WSDOT STD PUMA F-40.1 -02 DETEC WARNING SURFAC ROAD IMPROVEMENT PLAN r 2.o, Know whaPs bliOW. Call edo.. you dig. o ,oho 'o I EX. SO4AL BOX TO REMAIN. ADJUST LID TO BE FLUSH WITH RAMP LANDING. INSTALL KION -SKID COVER. 35.01 a� � FOUND MONUMENT IN LEAD & TACK IN I SET 0.30' BELOW G (MAY 1 FOUND LEAD&TACK 'MAY4) -- 50 ----- ----- SIG, LE W/XWALK CB STD GRATE RIM.-�� .18' 6" CONC I.E. 18 PARALLEL CURB RAMP PER WSDOT STD PLM! "■" P-40.12-02 ■ SDMH ■ RIM --35,04' .�. 8° CONC I.E. S=31.97' ■ 12" CONC I.E. N=30.92' RAMP .. 87 CONC I.E. NE=32.K --- RAMP 6" CONC I.E. W=31.49' CB CBD GRATES-------- ------------ ---------------------- _---------_------------------_-------_ _____________________________----------------------------- -------------- __ == RIM= ' - GAS VALVE -------------------- D V Y ------- w 8 CONC I.E. SW 33 'I'-"---•-._-'�' ; G G C G C G G G C G C G G G G C C C C G G i— E CURB AND GUTTER > WATER VALVE ■ 36+00 PER 103. 37+ 38+00 .. ADAJSI M REPLACE CUI1B AND NT ELEV AS CB — I �'' ....•.• WATER MET NECESSARY TCH EX. S�EWAL.K ELEV a " ---- s "---------------------------------- ------------------------------ T-------------------------------------------_- T --- --- 34.91 � ir x • -- ,� . s' .37 • • •'' ; 41� ONT. • is . a ,,•' •• 1�.� • '. !•.► z h ,„.•'. .i .•{Ir"���i.� RI�I��I.i.. •..� •:v• •• 'r' -•'• '•' •� •.••'. .. .l. ,.r w • •• '�• • •�T��AI+►• � • 1► l • !-'�' •� _ ..! , •. ... L : •:. :. - . � '. -; ` .'. .':' :.� .: , _.. .. �:�►:�' � ,I -. .., .yam r � , • , p • -� �:. • if 34. 1 / CD STD GRATE w x JBO x x x x x x x x x --�--x x x x-----�--_-- x x x x RA#=35.10' JBOX * .. :� :.: ,; T GATE .BOX 6 CONC I.E. W=33,57 : ' JBOX ■ N NEW 1 IRRIGATION METER - _ _ '■� PARALLEL Cu■3 RAMP :. LE ( ) PER CITY Of RENTON STD DETAIL ^ ` ■ CUR$ PER WSOOT STD PLAN n x ': ,� SIG SET DETER BOXS FLUSH WITH SIDEWALK POWER VAULT REPLACE CURE ANN. ITER .. GUTTER F-40.12-02 o �� �:_ NEW 12" W a > PER COR STD ■ SEE DETAIL GRADING ” I o r, r::.:... _ .. PLAN / I (SEE SEPARATE IMPROVEMENT PUMAS) TRANS-- CB STD ��ATE xx ■ � rr° + WW GAFCEN AND :'F1Ni}:'' D&TACK RI 34.19' r rr :Y. y FORMER %� M''� n 22 x27 POWER EASEMENT --- -x 12" PVC LE•.'E=29.09' . RAW / ; :� -� REC8808300419 F IRR, BOX 6" PVC I,E'. N=29.74' x ■ 1 ot/ 1 ■ 1 ■ / ■ : ' SAL' X &BOLLARD SCALE: 1"=5' r -s 2.5 5 EX CB TO REMAIN MATCH NEW PAVEMENT TO EX RIM PARALLEL CURB PER 1MSpOT PLAN F .12-02 SEE DE GEiADIMG- , . J / UM■ TA. + 29.76' RT MATCH� 1 Re BEGIN SMEWAL.K AMMMEN / ELEV=35.45 SAWCUT, REMOVE AND REPLACE (DEXISTING ASPHALT AS NECESSARY / FOR STORM CONSTRUCTION. SEE SHEET R6 'z rr ,r r ,r r r• ■ ,r r rr r ■ / k' r. I r 11r /FOUND MONUMENT IN CASE / � Q� � • C$� �� � " 1 2COPPER PLUG W PUNCH IN 4X4 10 ��-- - a / / / CONC --- �S /CB SET 0.50' BELOW GRADE t'"v1T> --------------------L-------------------------------------------- GAS VALVE (MAY 214) ae ,u rr , rr ,.r SSMH RIM=33,35' rr ,n (INACTIVE) ix ADJUST RIM ELEV TO BE FLUSH WITH It PROPOSED SIDEWALK. LID MUST BE I NON-SKID. REPLACE F NECESSARY cn 1`1 -0 * o� O �Q >04 •v ;?,r 3 w O -p �.�Illliillll�u] 00 c � =v E 51 = a� 0 2.5 5 10 r -s r r r I � � i r REPLACE CONCRETE TO NEAREST ,JOINT 2 35.06± ME I CURB .CC. Ib'w W y - 4 v ~ ME 9 ME TC y n I i "Y • M Q Y • • r... ♦ • • • • s PARALLEL CURB RAMP PER WSDOT STD PUMA F-40.1 -02 DETEC WARNING SURFAC ROAD IMPROVEMENT PLAN r 2.o, Know whaPs bliOW. Call edo.. you dig. o ,oho 'o I EX. SO4AL BOX TO REMAIN. ADJUST LID TO BE FLUSH WITH RAMP LANDING. INSTALL KION -SKID COVER. 35.01 a� � FOUND MONUMENT IN LEAD & TACK IN I SET 0.30' BELOW G (MAY 1 FOUND LEAD&TACK 'MAY4) -- 50 ----- ----- SIG, LE W/XWALK CB STD GRATE RIM.-�� .18' 6" CONC I.E. 18 PARALLEL CURB RAMP PER WSDOT STD PLM! "■" P-40.12-02 ■ SDMH ■ RIM --35,04' .�. 8° CONC I.E. S=31.97' ■ 12" CONC I.E. N=30.92' RAMP .. 87 CONC I.E. NE=32.K --- RAMP 6" CONC I.E. W=31.49' CB CBD GRATES-------- ------------ ---------------------- _---------_------------------_-------_ _____________________________----------------------------- -------------- __ == RIM= ' - GAS VALVE -------------------- D V Y ------- w 8 CONC I.E. SW 33 'I'-"---•-._-'�' ; G G C G C G G G C G C G G G G C C C C G G i— E CURB AND GUTTER > WATER VALVE ■ 36+00 PER 103. 37+ 38+00 .. ADAJSI M REPLACE CUI1B AND NT ELEV AS CB — I �'' ....•.• WATER MET NECESSARY TCH EX. S�EWAL.K ELEV a " ---- s "---------------------------------- ------------------------------ T-------------------------------------------_- T --- --- 34.91 � ir x • -- ,� . s' .37 • • •'' ; 41� ONT. • is . a ,,•' •• 1�.� • '. !•.► z h ,„.•'. .i .•{Ir"���i.� RI�I��I.i.. •..� •:v• •• 'r' -•'• '•' •� •.••'. .. .l. ,.r w • •• '�• • •�T��AI+►• � • 1► l • !-'�' •� _ ..! , •. ... L : •:. :. - . � '. -; ` .'. .':' :.� .: , _.. .. �:�►:�' � ,I -. .., .yam r � , • , p • -� �:. • if 34. 1 / CD STD GRATE w x JBO x x x x x x x x x --�--x x x x-----�--_-- x x x x RA#=35.10' JBOX * .. :� :.: ,; T GATE .BOX 6 CONC I.E. W=33,57 : ' JBOX ■ N NEW 1 IRRIGATION METER - _ _ '■� PARALLEL Cu■3 RAMP :. LE ( ) PER CITY Of RENTON STD DETAIL ^ ` ■ CUR$ PER WSOOT STD PLAN n x ': ,� SIG SET DETER BOXS FLUSH WITH SIDEWALK POWER VAULT REPLACE CURE ANN. ITER .. GUTTER F-40.12-02 o �� �:_ NEW 12" W a > PER COR STD ■ SEE DETAIL GRADING ” I o r, r::.:... _ .. PLAN / I (SEE SEPARATE IMPROVEMENT PUMAS) TRANS-- CB STD ��ATE xx ■ � rr° + WW GAFCEN AND :'F1Ni}:'' D&TACK RI 34.19' r rr :Y. y FORMER %� M''� n 22 x27 POWER EASEMENT --- -x 12" PVC LE•.'E=29.09' . RAW / ; :� -� REC8808300419 F IRR, BOX 6" PVC I,E'. N=29.74' x ■ 1 ot/ 1 ■ 1 ■ / ■ : ' SAL' X &BOLLARD SCALE: 1"=5' r -s 2.5 5 EX CB TO REMAIN MATCH NEW PAVEMENT TO EX RIM PARALLEL CURB PER 1MSpOT PLAN F .12-02 SEE DE GEiADIMG- , . J / UM■ TA. + 29.76' RT MATCH� 1 Re BEGIN SMEWAL.K AMMMEN / ELEV=35.45 SAWCUT, REMOVE AND REPLACE (DEXISTING ASPHALT AS NECESSARY / FOR STORM CONSTRUCTION. SEE SHEET R6 'z rr ,r r ,r r r• ■ ,r r rr r ■ / k' r. I r 11r /FOUND MONUMENT IN CASE / � Q� � • C$� �� � " 1 2COPPER PLUG W PUNCH IN 4X4 10 ��-- - a / / / CONC --- �S /CB SET 0.50' BELOW GRADE t'"v1T> --------------------L-------------------------------------------- GAS VALVE (MAY 214) ae ,u rr , rr ,.r SSMH RIM=33,35' rr ,n (INACTIVE) ix ADJUST RIM ELEV TO BE FLUSH WITH It PROPOSED SIDEWALK. LID MUST BE I NON-SKID. REPLACE F NECESSARY 1`1 -0 * V C O Y• co Y c ~ O -p �.�Illliillll�u] 00 i r 51 c Nz m o m WN Q N MVY N N � 00 !o tD 00 — Z CNQLoLo m I I W z� 3t N c 4 0 Lo Lo N Z N N '-i v �ooX i ia4 W z W Y V Q yW,1 �Jv y O � ct ry p") N CL Q r 0 N W N _ 0 ai � m v 0 v� 3 -v i h co Lo N W w Z — O V) Q W C C a� c c a� co N cn 0 N a O 0 2.5 5 10 r -s r r r I � � i r REPLACE CONCRETE TO NEAREST ,JOINT 2 35.06± ME I CURB .CC. Ib'w W y - 4 v ~ ME 9 ME TC y n I i "Y • M Q Y • • r... ♦ • • • • s PARALLEL CURB RAMP PER WSDOT STD PUMA F-40.1 -02 DETEC WARNING SURFAC ROAD IMPROVEMENT PLAN r 2.o, Know whaPs bliOW. Call edo.. you dig. o ,oho 'o I EX. SO4AL BOX TO REMAIN. ADJUST LID TO BE FLUSH WITH RAMP LANDING. INSTALL KION -SKID COVER. 35.01 a� � FOUND MONUMENT IN LEAD & TACK IN I SET 0.30' BELOW G (MAY 1 FOUND LEAD&TACK 'MAY4) -- 50 ----- ----- SIG, LE W/XWALK CB STD GRATE RIM.-�� .18' 6" CONC I.E. 18 PARALLEL CURB RAMP PER WSDOT STD PLM! "■" P-40.12-02 ■ SDMH ■ RIM --35,04' .�. 8° CONC I.E. S=31.97' ■ 12" CONC I.E. N=30.92' RAMP .. 87 CONC I.E. NE=32.K --- RAMP 6" CONC I.E. W=31.49' CB CBD GRATES-------- ------------ ---------------------- _---------_------------------_-------_ _____________________________----------------------------- -------------- __ == RIM= ' - GAS VALVE -------------------- D V Y ------- w 8 CONC I.E. SW 33 'I'-"---•-._-'�' ; G G C G C G G G C G C G G G G C C C C G G i— E CURB AND GUTTER > WATER VALVE ■ 36+00 PER 103. 37+ 38+00 .. ADAJSI M REPLACE CUI1B AND NT ELEV AS CB — I �'' ....•.• WATER MET NECESSARY TCH EX. S�EWAL.K ELEV a " ---- s "---------------------------------- ------------------------------ T-------------------------------------------_- T --- --- 34.91 � ir x • -- ,� . s' .37 • • •'' ; 41� ONT. • is . a ,,•' •• 1�.� • '. !•.► z h ,„.•'. .i .•{Ir"���i.� RI�I��I.i.. •..� •:v• •• 'r' -•'• '•' •� •.••'. .. .l. ,.r w • •• '�• • •�T��AI+►• � • 1► l • !-'�' •� _ ..! , •. ... L : •:. :. - . � '. -; ` .'. .':' :.� .: , _.. .. �:�►:�' � ,I -. .., .yam r � , • , p • -� �:. • if 34. 1 / CD STD GRATE w x JBO x x x x x x x x x --�--x x x x-----�--_-- x x x x RA#=35.10' JBOX * .. :� :.: ,; T GATE .BOX 6 CONC I.E. W=33,57 : ' JBOX ■ N NEW 1 IRRIGATION METER - _ _ '■� PARALLEL Cu■3 RAMP :. LE ( ) PER CITY Of RENTON STD DETAIL ^ ` ■ CUR$ PER WSOOT STD PLAN n x ': ,� SIG SET DETER BOXS FLUSH WITH SIDEWALK POWER VAULT REPLACE CURE ANN. ITER .. GUTTER F-40.12-02 o �� �:_ NEW 12" W a > PER COR STD ■ SEE DETAIL GRADING ” I o r, r::.:... _ .. PLAN / I (SEE SEPARATE IMPROVEMENT PUMAS) TRANS-- CB STD ��ATE xx ■ � rr° + WW GAFCEN AND :'F1Ni}:'' D&TACK RI 34.19' r rr :Y. y FORMER %� M''� n 22 x27 POWER EASEMENT --- -x 12" PVC LE•.'E=29.09' . RAW / ; :� -� REC8808300419 F IRR, BOX 6" PVC I,E'. N=29.74' x ■ 1 ot/ 1 ■ 1 ■ / ■ : ' SAL' X &BOLLARD SCALE: 1"=5' r -s 2.5 5 EX CB TO REMAIN MATCH NEW PAVEMENT TO EX RIM PARALLEL CURB PER 1MSpOT PLAN F .12-02 SEE DE GEiADIMG- , . J / UM■ TA. + 29.76' RT MATCH� 1 Re BEGIN SMEWAL.K AMMMEN / ELEV=35.45 SAWCUT, REMOVE AND REPLACE (DEXISTING ASPHALT AS NECESSARY / FOR STORM CONSTRUCTION. SEE SHEET R6 'z rr ,r r ,r r r• ■ ,r r rr r ■ / k' r. I r 11r /FOUND MONUMENT IN CASE / � Q� � • C$� �� � " 1 2COPPER PLUG W PUNCH IN 4X4 10 ��-- - a / / / CONC --- �S /CB SET 0.50' BELOW GRADE t'"v1T> --------------------L-------------------------------------------- GAS VALVE (MAY 214) ae ,u rr , rr ,.r SSMH RIM=33,35' rr ,n (INACTIVE) ix ADJUST RIM ELEV TO BE FLUSH WITH It PROPOSED SIDEWALK. LID MUST BE I NON-SKID. REPLACE F NECESSARY X---------------------------------------------------------- --_________-__________________ __----------------- j� e.*"~s----`/f------------------------------------9C---------------------------------'1E--------# ------------------------�(------------------------------ ----------------------___ --------r----------------- RESET SURVEY MARKER / WATER M H a .. > WATER VALVE (2) 1 AS VALVES MONITOR ELL (TYP•) r-- G t- 0 c c c c c c c c c c c c c G ME 34 t L T T ■ 39+00 4+ 7 0 00 41+OOGAFCEN AVE N 00 33.03± MA x I x x xP REPLACE CURB AND GU F 70± TT w I14R'E----• w �v w� - w w W PER COR STD PLAN 10 . TA. 41 + .11 1 r Ct1A8 ELEV L CB HYDRANT 3Sw 3 .1BEGIN SIDEWK 1 ----- ------------------------ =_____________________ ____________________________________________________-________________ _______----------------- __________------------------ ----------- ----------------- ---- _ T T T T SW Swsw = _ ` • • ; •• _ '• �M� � •� 1 .. • .. • •• • • • '' +• •" •' • •.... •• •• Tom'+-�1• � : • • .'. ► u. •1 • a • • •. • : • . (%► ) ^—•ter rr +- �- -- l�(11i '-+-+tea *+•e 1ij: -s— ► {I4) r�.i �u�f • /�,�� t . • , ► . , ., . - --T .t" ��•!!�{�� -= Yi -fit ' i ' . 11ij �+�7 • b ' �r • , • � � •• �i*'-� . 2 t . I( �� - • . � . •' ��T • i-, "_i ' � • r s• r ... • ... .• i j . � .�j �i �•�7T� •��.• '• ���•� . •a .. .x % % % % x x x x �-®% % -•--------•'1E- % x %--------. % ______._-- >Kr, ..%• :x ° JBOX ° a CONSTRUCT SIDEWALK ARO FOE HYDRANT AS NECESSARY • 7 � ° 0 Q / ■ SW Sw SW CONSTRUCT SIDEWALK 1 0 0 11 IRRIGATION >FIRE o ■ IRRIGATION SW AROUND EX1STOW FOE H1TRANT Sw HYDRANT � 0 0 0e► ' o x ' A ADJUST LID ELEVATION TO MATCH STA, 41+12.59, 1. RT x x PROPOSED SIDEWALK. LID MUST END SKXV&K IRR. BOX -- BE NON-SKID, REPLACE If NECESSARY. IRR. BOX _ & BOLLARD - &BOLLARD a A x x !� x x x !� x NEW FENC ■ z' SCALE: 1"=5' PROVIDE 4' MMI. OF SID FW " BETWEEN POLE AND EDGE OF SIDEWALK EX. ASPHALT -"r EX. CURB AND GUTTER a' 7.261± LOCATION PER LMOSCApE PLAN) �. MAX W :•MATCH EX. GRADE AT FENCE a^ r . NEW CONCRETE SIDEWALK PER CITY OF RENTON STANDARD DETAIL 102. -��-- --- ri UPS AND GUTTER fl MD PUMA 103. c c a ITER VALVE S r -z 17 x Sw ■ S=27.09' POWER VAULT W=26,09' CONSTRUCT SIDEWALK N=26.1' AROUND EX. UTILITY. ADJUST LID AS NECESSARY TO BE FLUSH WM S11EWALK. ISECTM A–A By: Dote NOT TO SCALE STA 35+85± TO 6TH STREET Dote GUY N oE r"sy o 3wso � AITEE`�'\����J v 1`1 -0 * V C O Y• Z Y c ~ O -p �.�Illliillll�u] L i r 51 c Nz m o m WN Q N MVY N N � !o tD 00 — Z CNQLoLo m I I W z� X---------------------------------------------------------- --_________-__________________ __----------------- j� e.*"~s----`/f------------------------------------9C---------------------------------'1E--------# ------------------------�(------------------------------ ----------------------___ --------r----------------- RESET SURVEY MARKER / WATER M H a .. > WATER VALVE (2) 1 AS VALVES MONITOR ELL (TYP•) r-- G t- 0 c c c c c c c c c c c c c G ME 34 t L T T ■ 39+00 4+ 7 0 00 41+OOGAFCEN AVE N 00 33.03± MA x I x x xP REPLACE CURB AND GU F 70± TT w I14R'E----• w �v w� - w w W PER COR STD PLAN 10 . TA. 41 + .11 1 r Ct1A8 ELEV L CB HYDRANT 3Sw 3 .1BEGIN SIDEWK 1 ----- ------------------------ =_____________________ ____________________________________________________-________________ _______----------------- __________------------------ ----------- ----------------- ---- _ T T T T SW Swsw = _ ` • • ; •• _ '• �M� � •� 1 .. • .. • •• • • • '' +• •" •' • •.... •• •• Tom'+-�1• � : • • .'. ► u. •1 • a • • •. • : • . (%► ) ^—•ter rr +- �- -- l�(11i '-+-+tea *+•e 1ij: -s— ► {I4) r�.i �u�f • /�,�� t . • , ► . , ., . - --T .t" ��•!!�{�� -= Yi -fit ' i ' . 11ij �+�7 • b ' �r • , • � � •• �i*'-� . 2 t . I( �� - • . � . •' ��T • i-, "_i ' � • r s• r ... • ... .• i j . � .�j �i �•�7T� •��.• '• ���•� . •a .. .x % % % % x x x x �-®% % -•--------•'1E- % x %--------. % ______._-- >Kr, ..%• :x ° JBOX ° a CONSTRUCT SIDEWALK ARO FOE HYDRANT AS NECESSARY • 7 � ° 0 Q / ■ SW Sw SW CONSTRUCT SIDEWALK 1 0 0 11 IRRIGATION >FIRE o ■ IRRIGATION SW AROUND EX1STOW FOE H1TRANT Sw HYDRANT � 0 0 0e► ' o x ' A ADJUST LID ELEVATION TO MATCH STA, 41+12.59, 1. RT x x PROPOSED SIDEWALK. LID MUST END SKXV&K IRR. BOX -- BE NON-SKID, REPLACE If NECESSARY. IRR. BOX _ & BOLLARD - &BOLLARD a A x x !� x x x !� x NEW FENC ■ z' SCALE: 1"=5' PROVIDE 4' MMI. OF SID FW " BETWEEN POLE AND EDGE OF SIDEWALK EX. ASPHALT -"r EX. CURB AND GUTTER a' 7.261± LOCATION PER LMOSCApE PLAN) �. MAX W :•MATCH EX. GRADE AT FENCE a^ r . NEW CONCRETE SIDEWALK PER CITY OF RENTON STANDARD DETAIL 102. -��-- --- ri UPS AND GUTTER fl MD PUMA 103. c c a ITER VALVE S r -z 17 x Sw ■ S=27.09' POWER VAULT W=26,09' CONSTRUCT SIDEWALK N=26.1' AROUND EX. UTILITY. ADJUST LID AS NECESSARY TO BE FLUSH WM S11EWALK. ISECTM A–A By: Dote NOT TO SCALE STA 35+85± TO 6TH STREET Dote GUY N oE r"sy o 3wso � AITEE`�'\����J v 1`1 -0 * V C O Y• Z Y c ~ O -p 60 L i r 51 c Nz m Uj 1`1 -0 * Vz v Y• Z Y c z O -p c W 51 c Nz m o m WN Q N MVY N N � Uj 1`1 -0 * Vz o Y• Z c z O -p c W 51 a Z Nz m I.t.. m WN Q N MVY N N � !o tD 00 — Z CNQLoLo m I I W z� 3t N c 4 Lo Lo N Z N N '-i z W �Jv coo Uj 1`1 -0 * V ' cy Y• Uj 1`1 -0 * Z D Z c z O -p c r f�I 51 Nz m m m O D 0 � o0 umo � m R D �m z� Z� M:" O r , Um � I� N — Z m O D YT n Y c � � Cn Z� i o < � m ` m LLJ V) 0 LLJ ry Q 3m V) �z r Q U U <t cL mE �N _o a) tZ � CD n V)'c _ o 0E 0 N E-4 Q to .UW 0 I rn 1..1_ to 14" OEM us so — a mE �N _o a) tZ � CD n t�: _ PA 0 N z c to Y 0 I rn � to 14" OEM us so W ZIi 0 Q Z O 0 r W Q tV N CN N � • z C:) M ZQ± W W CN Q � 31:N Lo N z C� ZZ LO � U-)LoW v N CK) Z --i Z o oiso Z Or � Z wU _ Vf �J d ry �t n N n L Q o NCN w N a� H 0 m v 0 v+ I (o LO N H W x CL z o_ � Q W Ir ry .L a� a� .01 0) (O 141)h N T_ 0 N z Know what's ��OMI. Call you dig. 7L I SSMH ADJUST RIM AS NECESSARY RIM=32.70' 6" PVC I.E. E=25.60' 8" PVC I.E. N=25.50' 8" PVC I.E. S=27.204 SIGNAL BOX /{ SIGNAL POLE- . / R JBOX • n . x ® , . CB + •: F 2 GAS VALVES - -- --------------------- --- ---------- --------- --- ----- - --- - fl fl a • a a s a fl fl fl fl fl STA. 46+4 . .74' RT {3 GA c s TA, 47+7J.91,17.11RT '� � a c c 47+00 _ AW N c x STA. 47+ 7 17.4 ' RT LIGHT STANDARD 30.861 END x K 311001 1 CURB ELEV SIGNAL x 1 • STA. 47+34.14, 4.17' RT BOX CB BOX SW BEGIN SVEWK CURB ELEV POWER CABINET 30.27 EX.z jz__ z --- ------------- ---------- ------------------- I JBOX sw • - • •\ �, .•- . •♦ 'rte` t � ... .. .• .•• . • .. .•.. . . � � ♦ a - • .♦ � ft T '.. . M• :. ,... �. .. t, :. � '' --_ R- � \♦ _- • . T•. T! ( `�- '^'�– Y �.T'•• % y�.,��_� : - - • t h \11116) mum �,�. 1 • 11. EL. RISER SW POWER VAULT S'W 30.741 EX. STREET LIGHT TO REMAIN. POWER CABINET 1.1 ME CB SIGOIL CONSTIRUCT NEW S10EIMALK SMIdh^ ►, AROUND EXISTING APPURTENANCES. STAT 47+ 1.07 4r41' RT ME mx )'�` �' X I IrIWT gTAKInAPf) A � STA. 48+03.67 26.64' RT END a SIDEWALK MATCH EX. SIDEWALK IM1-1lMENTS _ fl fl fl c c c ~ WATER VANE ~ SSMH SIGNAL BOX SIGNAL BOX P-------- P�ug)-------- -- CB 49 52 REPLACE CURB AN0 GUTTER PER C0111 STD PLAN 103. SIGNAL BOX SIGNAL POLE ',;;. FIRE HYDRANT +LARD POWER VAULT XWALK SIGNAL WATER VALVE (TYP,) / 1'-5' 0 2.5 5 10 49 EX LIGHT BOX TO REMAIN. CONSTRUCT i � 1 1 to kn ~ C04 • OJ in N_ _�= \ \ ; !y z r r V) V) LLJw � 28 � LL �L U CU Y L 17u 0 W W W 16 Y YY V O U U H In In0 ul) NW FACTORY AND 471H By: D"° RAI.P DETAL By: °a1 .T� SCALE: 1 "=5' C�� GUY IYA 0 F VIAS# �TIQ c, (00cr/ 3nw F 4c Z-r'!O,VA �LV_ OA t�: _ PA 0 N z c Cr m Y 0 I rn � D 14" OEM us so REPLACE CURB AN0 GUTTER PER C0111 STD PLAN 103. SIGNAL BOX SIGNAL POLE ',;;. FIRE HYDRANT +LARD POWER VAULT XWALK SIGNAL WATER VALVE (TYP,) / 1'-5' 0 2.5 5 10 49 EX LIGHT BOX TO REMAIN. CONSTRUCT i � 1 1 to kn ~ C04 • OJ in N_ _�= \ \ ; !y z r r V) V) LLJw � 28 � LL �L U CU Y L 17u 0 W W W 16 Y YY V O U U H In In0 ul) NW FACTORY AND 471H By: D"° RAI.P DETAL By: °a1 .T� SCALE: 1 "=5' C�� GUY IYA 0 F VIAS# �TIQ c, (00cr/ 3nw F 4c Z-r'!O,VA �LV_ OA _ t�: _ _ 0 N z c Cr m Y 0 m rn � D W ZIi 0 Q Z _ t�: Z � U D z c Cr m I C> 0 m rn � D W ZIi 0 Q Z O 0 r W Q tV N CN N � • z C:) ZQ± W W CN Q � 31:N Lo N z C� ZZ LO � U-)LoW � N CK) Z N N Y 4 --i • Z Or V _ coN �J ` N t�: Z V ' �— z c n z D G) 4 z c Cr m I C> L LT m rn m D 0 a z G z c 3 m I C> ` O 7 t CD rn 0 z O 0 r z Q� 9 IBM LJLJ U) O LLJ C Loloo 4< 3t V) c� D E m E c: 0 0 c" n rn COF; U) C �wv 0 0 E v X to to C) EM=4 W :3 r)* n all ,-, c cn 00 0 c E wpp J) CA uI D E m E c: 0 0 c" n rn z Z v X to to C) C 0 all c 00 N N wpp J) CA uI 0 U to � x z m z m 00 > 0 V VISA Y ry n n Lo 0 CN LLJ 04 04 aiE 0 3t co Lo 17*4 W CL z 0 V) O > cy bi 1-11 � (71 c c c 4) I-oo, r - CN 0 0 0 04 z Q 1 C602, TYPE 11L W W / ID LOCKWG LID =34.8± (MATCH EX.) IE=30.92 (15* E) IE=30.9± (12w NIS) If I if I O z IN RW= i.04' + 8" CONC I.E. S= .978 if I 12' CONC I.E. N= .92' ill Q 8" CONC I.E. NE= TEL. M/H '® ficow I -F. vt 34 T T Irmo" t SIGNAL BOXES H/C RAMP FOUND MONUMENT IN CASE Sri. SET 0.30' BELOW GRADE w w FOUND LEAD&TACK (MAY 2014) CB STD GRATE RIM=35.18' 6" CONC I.E. E=33.18 CD SIG. POLE W/XWALK + c� in Lo c NEW CB 01, TYPE 2-480 lin .0 W/SOLID LOCKIING LID r-CAUTM ROAD IM ROV M NT AN RIM=38.2tZ EX. UTILITIES TO REMAIN IE=31.27 (15" o . CN S,W) T Lit V) V) • %A -7. x♦• L16J __ 4.... -testi i1 , :: *:.-. ... - '. , %♦ I �. , . V. W, Z • 4, 7 v. 7 L % % 4w SIGNAL POLE-----.- REMOW A6o__4[FLArr-W.- RW=35.26' RIM=36.*' W/XWALK SIG FENCE AS NECESSARY FOR -7*% STUB 51 LF 15" HDPE 18* D.I. IT_N=31.31�.26 7 E3 5 IS 12* COK I.J. S- RR F I CB STD GRATE STORM CONSMXTION POWER CABINET (TYP.) x nb SID 0 0. 1 4X WATER MONITOR WELL RIM=34.58" v- xzx (NEW) 15" HOPE IE N-31.31 )*am XAN X Ail n cnM/H -71W �e 8" CONC I.E. SWT -77 lab IRR. o(In 12" FIR Nuu) Pos) P(uc) LF 15 0 0.14X MONITOR WELL BOX (D X 3t P(4A) CONC BOX P(uc) -P(uc)-P( ,-& = ■ ONE WAY SIGN I ONO POW - p(wo) - P(us) p(w) X- X_ x X -Adz X_ X_ X_ JLN L(uc) 6/8" Cr Mdimbil� - X_ x- x X am x -x x As x pt X --- ------ -------- ----- P(v" I . . -IL-1 zz E - �;v z A. Kill" -,w aw ;*wbc - vwrr.;z us IF Nuo) kur.) Plug) .1 7.0.2_ A -7 -E p(me). X. SIDEWALK (TO REMN) .1 7A Nus) A 7 ptuo -------- A T P(U us), 4 4 - ---------------------------------------- =======n -- - - - - - - - - 'i 0 � We , bon 4 5i ----- --7 ------ -*.Mg aw *.,a = X X TIGHT 7 a OWER VAULT LIJ Ui LIG --V27.7' /W STANDARD !e w le x CB STD (RATE HT LIGHT CB STD GRATE RIM= 34.81 STANBARE) RIM!E54.83' H/C RAMPS a ITOR eB SfD owff a ■ 8* CONC I.E. E=32.64 E=32.26' •\14 RN=34.84' 15+0( GAS VALVE WELL 8" D.I. I.E. S=32.64' 16 00 N 4TH ST W=32.26' 17 0 12* CONC I.E. N=31.07' In Lo in =6m + 18+00 -All a R 12" FIR IF 11 Ptual pial Ple \6 CB STD GRATE GAS VALVE*9 8" CONC I.E. E=32 7y 00 W) R4M 34 9 31 8* CONC I.E. W=3207' ■ LA I N=32.b5* In v rdl Z ■ W W W W W w 0 0. 6" CONC I.E. SE=32.65$ W w w w w - w w IN w IN W S )N w IN w W w W w w Wvr w w Mmm C8 1 2 GRATE x-- ---------------------- SSMH =34.36 WATER ------ ■ M TD GRAIE RIN=19 33' WATER VALVE x % am •9# CONC ---- Xx VALVE TA. 14+4§.03 N 4TH ST= RIM=35.15' I.E. NE 3.49 49.61 GARDEW AVE N 8* D.I. I.E. N=33.37'• S H 8" CONC I.E. S=28.93' CB STD GRATE CB STD GRATE RI 8" CONC I.E. NW=28.83' 6" CONC I.E. 5=33.57' =35�36' RIM=34.34" X' "" z S27 RIM=34,85" Q" I%Amf% I c cc )Q nAl v !m A"MLf\ 01%j 6 CONC I.E. NW=33.24 6 0 I.E. SW=32.45 CB STD GRATE 2 PVC I.E. E=28.44' RIM=35.32' 12" CONC I.E. N=32,45' RIM=35.1 0' • 20" PVC I.E. W=28.34' 20" PVC I.E. E=28.92' HYDRANT ■ 6" CONC I.E. W=33.57' 20" PVC I.E. W=28.82' REMOVE EX. PIPE WORTH AND (D 6" CONC I.E. N=29.80' INSTALL NEW 15" POPE. REPAIR ■ STRUCTURE AS NECESSARY. INSTALL 1 -ECOLOGY BLOCK TO PREVENT PEDESTRIAN ACCESS TO THE NORTH SW.pLE DIRECTION CURS RAMP PER WSDOT STD PLAN F-40.16-02 INSTALL 1 -ECOLOGY BLOCK TO PREVENT PEDESTRIAN ACCESS TO THE NORTH-\ W I •7 % , 4 TIE SINGLE DIRECTION CURS RAMP PER WSOOT STD PLAN F-40.16-02 ■ SEE DETANLED GRADING R7-N� ■ Pon) pon) pom X x X p(us) P(us) p0mr., =t PEDESTRIAN SIGNAL • • ..CB STD GRATE LIGHT RW=X8T_ - 10 a 11 1 8* CONC I.E. W=32.42' ■ 8"19.+.00E. S=32.50' • SSMH ■RIM=35.53' FOUND MONUMENT 8" PVC I.E. S=29.27' N 4TH 4 ( • 6" CONC I.E. N=29.70' Zkj U,,)U tJLLUW GI w w w 20* PVC I.E. E=29.10' (MAY 2 --20w-Pqt I.E. W=21ff-_ W w - w - w CB STD GRATE TEL. VAULT RIM=35.06' SSUH 8" PVC I.E. SW=33.28' CABLE RISEF ■ RIM=35.44' 8" D.I. I.E. N=33.28' H/C RAMF ;t* PVC i r r,=?o u, ■ ■ 8* PVC I.E. N=29.56' 000NTRACTOR TO FIELD VERIFY EX. HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTIK UTILITY. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2 INSTALLATION OF THE STORM LINE SHALL NOT UMDERGMNE THE HIGH PRESSURE WATERLINE. Va f%r'117' nA^^AM INAnVe 1"Aff%rLj1^1 11t%r r%1 AL11t% r -^r% ^Ika%sVr- iLAff%fi%^1Ar1LAr1LoVr% EX. FENCE TO REMAIN. PROTECT FROM DAMAGE 0 UUM, I.L. �-�t,ro �� � SIGNAL BOX CESSARY owl - A 4 . .. - 4�� . . .. .. . I . . . . . . 4 . 4 A . Ap - PON) PON) _71.F44 011111111111 -CONSTRUCT NEW SIOEVAkXo SOM X 4 V C AL Q. A -0 POLE #JKXXD EX. POWER 'Aft 00 -Ek. POWER POLE A 4 A APPUR ------ Amn TFhMCFS, NEW mNmTg's1bEwtK■ - off., 4 4 SSOH- 4- 4 KW' .4 - 2 A R4A .4- 5 42 7 :)Ojnn. *4 na r ruk" 2Q 40 a A Jai :90*77" A .4 - N A Mani 4 =29.67. _�w :"4" CO�P-i_E. 274 MONITOR WELI A 4 -A *4 o. - - S- fA. 11458.55i 21. 44 8' LT' 4'a A 44 0 -4 t EVISEIRTIONAC-C., 4 4 .4 110 . 1!5 Vw.... 4. men DO NOT ENTER IN'ZE"CTft. D-,,P�. SIGN WATER A .4 cm 4 METCa If. R- 4 4 4 w .4 w w IN 1w IV w w w Vp A n* w. 4. 4 ---- ------ - ------ --- - - - - - - - - - - -• - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - -- -- - - -- - - - - - IL Mj - --- - - - - - - - - - - - - A - - - - - - - - - - - - - - - - - - PON PON) p(sm) PON) T 111111174 'o T= -T Yo T T POWER POLE CB INLET ■ Z/ KEYSTONE WATER METER W/ SOLID LID RIM=35.33' RET. WALL TEL. M/H Ib 8" CONC I.E. N=32.53' I // a 4 GUY ANCHOR It/ I - 12" CONC I.E. N=33.130 life 0 ifil. 6" ADS I.E. S=33.93 ■ >i MATCH EX. GRADE AT FENCE 71 y SIDEWALK 4J7, "i SIDEWALK No I x L"T^u v GRADE AT rrLAf%r uj 2X MAX I i- ASPHALT PATCH PER SM PLAN 103 NEW CONCRETE SIDEWALK PER CITY OF RENTON Ek ASPHALT STANDARD DETAIL 102. NEW CEMENT CONCRETE TRAFFIC CUM PER C17Y OF RENTON SM DETAIL 101. c SECTION C -C NOT TO SCALE NOTE: WHERE EXISTING CURS IS BROKEN OR IN DISREPAIR, CURB SHALL BE REPLACED PER STD. PLM 103. 2% MAX 4 NEW CONCRETE SIDEWALK-/ PER CITY OF RENTON EX. CONCRETE ASPH&T STANDARD DETAIL 102. NEW CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD DETAIL 101. Ak%, u%:CTM D -D NOT TO SCALE 4P -I GUY IAS* 100 s T '(4; LONA L a -rj 0 z Z v X 0 to C) C 0 all c O 0 N N wpp J) CA uI 0 U > � x z m z m -rj 0 z Z v X m to C) z 0 all c 71 0 r wpp J) CA uI ZX CO U z � -rj 0 z Z > m to C) z 0 c 71 0 r K J) CA uI ZX CO z � m z m z m 0 > > to C) ZX CO All 1 � � C�0 z 9 r 20' !W V , 0 W L'L Q V Q n ry U U 'Q r L Q0 w mE cN C •C C p� 0 C L 0 M v_) O >` E r N C to w 3w Z3 ci is i a c E 00 = a� mE cN C •C C p� 0 C L 0 M T T � o D r N C to z _V C i :- 00 m m �o 3 Z CD O O w QO I M Z Z C W Y W ' n- 0 N � � Q 0 N W CN _N t� �i � m v 0 rn 3 Lo N w o_ � a cr W a� a� L0 N N 0 0 CNi a � z 1 U kVA I kVA P%P%A Ar -Ir U R^qr L &Rft" AaAJ w"a A a a • •+ v s r a, e t ° e4vv t_%_ - - • • - s � - - . . d ay A v WTI i. V MM 11ri11 i L • . a ,p V�, I R�i► � .� i�IRi: .n d " CP W LUMIh AIRE:.e ° , ? *° Cf}NC °I.E`.=32a7Q'f a ` .a a ` • : '' • . ,; FC UW® NUMENT° IN CAS d- a 4`� .^ ` .AROUND ESC " POWER. POLE ..` iI ANSI` QR a E1 ° , 12 ..COMIC I.E. W=32.30 • Nil �E AFF�C C1 8 • .� _ a 4 • . • A a • = • d ° a • 5 BRASSIE 4WPitiCH' 1N °4X•.4. CON,G. • • ad a a ` ` D.I.1'E.4=".vQI ` • ° a .. $.'` : • a 4 . .� ,• 5 0�• aSET 9.50 • BELOW°.GRAS' . d4. a °z�'+00`.. • d ` .. •' �. � yr e! • a a ` 4 • a • * ' i1 . 4 • a a = e A 4TH_ ST �. 4 • , �4• •• or ad 4 •,ek .° .aaa STA 'VE ��D/ a d• .ED�a A um fa, d Q # • e d A • e a O 4 O • da' a • _ a W lard 8W W. w w a - =- __ _•-=ra _ `�►- s +� _ _ _ _' 4 a o' .r "� # , . a W Wd ,t w w. W •.4 yy ---- W, d Yli Yui o n(ouj -- P -- - -- 7 -------___ - �E- __ -- _ ___ _�--- __- - i-- -------�— - -- =L ----- a - a rS a d • Now)K )- P(w) P(«i) Pt�> PON) -P(N) PON) -P � � P��j P(��=�E-3s'� _ = P��� -]�A�� _ _ _ P(ai) _ _ -------- PON) POWER POLE a a WATER VALVE POWER POLE / / WATER VALVE METER CB SOLID LID WATER VAULTAT / / FI HYDRANTWATER ---� s WATER VALVE RE MLIL � 8" D.I. I.E. N=32.82 / POWER POLE X� / i I / REMAIN. CONSTRUCT NEW RAMP AROUND xj POLE EXIST UTILItt REPLACE CONCRETE TO NEAREST JOINT TAPER CURB FROM 0.5' --- INSTALL RAISED CURB, PAINTED YELLOW ALONG RAMP LANDING JL.ALL: 1 =Z) 177-777".�� t •. y 'pix` e:•, } �_` -,� :�� .•'k`. ,., .,. EX. CONCRETE ASPHALT NEW CONCRETE SIDE1Mr~LK BATCH SIDEWALK FROM ONSITE I 111PROYEMENT / PLANS I I / I / of �/ a / I Ex. urkmr POLE = AND sIcw TO IIEIM111. PROTECT ;OR / I IIOM DAl1AGE 101 / I w F _TWQ---_� W , EX. CURB �TCH EJ�511gG --------- - _ TCN_WIpTM OF ---------------- (4. 0 ----------- (4.0' IIW 7' LT ' ' 'O / BOLLA GATE EYPAD SD M RI 39.99' 3CONC I.E. W=33.29' �" CONC I.E. SW=33.19' fie" CONC I.E. N=36.19' - TEL. M/H POWER POLE W/LUMINAIRE & UG WIRE 29.09' LT — SDI H RIM=39.86' 12" CLAP I.E. E=33.61' w 12" D.I. I.E. N=32.71' 12" D.I. I.E. W=32.71' ---D�-- w ;_ HOUSER WAY N � WATER VAS LV •� ��''� WATER MANHOLE ' \ MONITOR WELL i SAVEWALK aur r&�rel a%.*^LG : 1 = J "'T8+00 In Lo I-C • W_ W_ 0 00.2 .c N z v- v- ii w wig U U Y W W LLJ Zf Y Y Y U QJ'1 m In in ul) � M • Ln qr M Z rms 2.5 5 10 (n Vz O w D . z Z LLJ CN CN �rpjNGo Q p N tom. Ca Z� (D00 W Z CN < Lo Lo 3 N N� Ln L(7 W CO W 0 II► v k CO T 4 PER CITY OF RENTON , By: Date: ,,GG , ` STANDARD DETAIL 102. L RAISED CURB TO 1' • BE PAINTED YELLOW 81►: 1 1 YDate: 1 1 _ j**AA�c1EC1X)N A GARDEN 4TH (DEXTEND LANDING EAST AS NECESSARY TO� By: De Z ENCOMPASS EXSTNG UT ITY VAULT LID. NOT TO SCALE Know : kw1ow. N A c RAMP ADJUST LIDS OF EXISTING UTILITIES TO Call 9 you dig. i MATCH PROPOSED BADE AND PROYIDE By. Date SCALE: 1 "=5' NON-SKID LID IF NECESSARY. es ro 06 �; T v! 7 T T � o D r N C Q z _V C i :- > m m �o (n Vz O w D . z Z LLJ CN CN �rpjNGo Q p N tom. Ca Z� (D00 W Z CN < Lo Lo 3 N N� Ln L(7 W CO W 0 II► v k CO T 4 PER CITY OF RENTON , By: Date: ,,GG , ` STANDARD DETAIL 102. L RAISED CURB TO 1' • BE PAINTED YELLOW 81►: 1 1 YDate: 1 1 _ j**AA�c1EC1X)N A GARDEN 4TH (DEXTEND LANDING EAST AS NECESSARY TO� By: De Z ENCOMPASS EXSTNG UT ITY VAULT LID. NOT TO SCALE Know : kw1ow. N A c RAMP ADJUST LIDS OF EXISTING UTILITIES TO Call 9 you dig. i MATCH PROPOSED BADE AND PROYIDE By. Date SCALE: 1 "=5' NON-SKID LID IF NECESSARY. es ro 06 �; T v! 7 T T � o D r N 4 Y z c C a 0 �+V m m �o 3 Z (n Vz O w D . z Z LLJ CN CN �rpjNGo Q p N tom. Ca Z� (D00 W Z CN < Lo Lo 3 N N� Ln L(7 W CO W 0 II► v k CO T 4 PER CITY OF RENTON , By: Date: ,,GG , ` STANDARD DETAIL 102. L RAISED CURB TO 1' • BE PAINTED YELLOW 81►: 1 1 YDate: 1 1 _ j**AA�c1EC1X)N A GARDEN 4TH (DEXTEND LANDING EAST AS NECESSARY TO� By: De Z ENCOMPASS EXSTNG UT ITY VAULT LID. NOT TO SCALE Know : kw1ow. N A c RAMP ADJUST LIDS OF EXISTING UTILITIES TO Call 9 you dig. i MATCH PROPOSED BADE AND PROYIDE By. Date SCALE: 1 "=5' NON-SKID LID IF NECESSARY. es ro 06 �; T v! 7 T T � o D s z 4 00 z c a o *T1 Q� ~ � � m m �o 3 Z C O O w D -o M�m �C t rte^ coVJ D z m z� �_ m r � m- �z m A O Z G1 Z C rb m m Y r) � 00 a o *T1 Q� ~ CD -s Cil 3 Z C O O w z I 0 00 Q% 0 U V) Q ao L0 Ln 0 N 0 E F= v 0 rn -v ro o✓ r; LO N Z X. 0 0 ir rn c CP �o LO N in O 0 i r7 4 Z)� F�_ 4' - V' MIN. (TYP.) - SEE CONTRACT PLANS CURB RAMP - FACE OF CURB NOTES '.IDES CONTRACT1. Provide a s epwab Culla Ramp for each marred or unmarked crosswalk. PLANS PEDESTRIAN CURB- Curb Romp loc� shah be placed within the width of the associatd PEDESTRIAN CURS - 3V EXPANSION JOINT (T51`P.), - � SEE NOTE 9 crosswalk, or as show in On Cc?r Puns. WE NOTE 9 SEE iTA1 PLM F -M." LANDING 2. Where "GRADE BREAK` is called out, the entire length of the grade break bsiwwen the two int surbm planes shall be flush. s SK)EHALK .. 3. Do not plane Graings, Junction Rtes, Access Goner's, or other apPurle- G nances in front of the Curb Rana rt of the Curb R or SIDEWALK _ R or on a Ra 4. Spee Contract Ply for the curb design speed. Sane Plan CURB i MUTTER F-18.12 far Curia, Curb arid Geer, Curb and Gutier, and _~ CURB RAW CURB RAMP� "seinen Curb details. DETECTABLE VW16RNM�iG SURFACE _ DETECTABL.E vwWIIN9dG SURFACE - 4' - Cr MIN. (TYP.) M SEE sT PLAN F -4L" 5. See Pira F-30.10 for Cement Concreis Sids4Aiallk Details. SEE PLAM 111 Is.1• SEE CONTRACT PLANS See Contract Plans for width and of sidewalk. D CURS i GUTTER FACE of CUA It DEPRESS D CURB & GUTTER CROSSWALK CR�SMMLK 8. The Bid Ihemhem"Gent Corxe Curb Ramp Type "does not include CROSSWALK lite at jaaent Curb, Curb and Guiltier, Curb and GuNer, Pedestrian Curb, or Vis. 7. The Curb Ramp maximum running slope shall not require the ramp length PLAN VM DETECTABLE V01"" SURFACE w PLAN VM to exceed 15 bet to avoid chasing the slope indsOniWy when connecting TYPE PARALLEL A SEE aTAN0M111Q PLAN F416.10 TYPE PARALLEL B to aftep grades. VOA len applying the 15-foost max. iergth, the running slope 4r - Cr MIN. of the curb ramp shall be as flat as felrsibie. am Cali W*CT PLANS GRADE BREAK 8. Curb Ramp, Landing, and Flares shall receive broom) finish. See aii.rwiwlrra lNlsrri�e►ns 0-14. 2.0% MAX. cou�I� TOP OF 9. P�adestrian Curb may be omided if the ground surfaces at the back of the 11oA1 Y Curb Ramp "or Landing wry be at the same elevator as the Curb Ramp and well be a>teri I to r .... .. ... :- - am or Landing there no `a 'n. CEMENT CONCRETE PEDESTRIAN/ LANDING CURB - SEE NOTE 9 > SECTM A 15'- 0" MAX. -C - 4" MIN. 15' - 0" MAX. SEE NOTE 7 SW CON71O T PLANS SEE NOTE 7 SIDEMLK GRADE BREAK GRADE BREAK 8.3% MAX __. 2.0'14 MAX. 8.3% M111►X CURB RAMP LANDING CURB RAMP 318" EXPANSION JOINT (TYP.) SEE STA AW PLAM F -i " SIECT1011i E "CEMENT CONCRETE CLIAB RAMP TYPE PARALLEL A" PAY LIMIT M ME NOTE a "AIC YM TYPE PARALLEL- A PAY LWT DEPRESSED CURB s GUTTER SEE PLM F-16.12 AND NOTE 0 15' - 0" MAX. 4' - 0" MN. SEE NOTE 7 9EE CONTPACT PLANE' GRADE BREAK V ..' ,.. , GRADE BREAK 0.3% MAX. it M cn ch 2.044 MAX. CURB RAMP LANDING 3M" EXPANSION JOINT (TYP.) z SEE PLAN F-10.10 ACTION c "CEMENT CONCRETE CURB RAMP TYPE PARALLEL L IBOETRIC vow TYPE PARALLEL E PAY LINT PEDESTRIAN CURB SEE NOTE 9 SLOPE IN EITHER DIRECTION O 34363 O tOxAL ;N H, PAIRAL.LEL C� MAS' STANDAM PLAN F44.1 2 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco filato iich Al #12W13 STATE DEEM ENOMER DATE wows 00 Some a pewma * OFT mope iMiNk -EXISTING ASPHALT PAVEMENT SAWCUT -\ I (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK REST ENIIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB & GUTTER NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PLT - 103 ♦ + PUBLIC WORKS cal ANS APPROD: DEPARTMENT 2AM A, A, arr THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 4. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 6. During the time period of October 1t through April 30t', all project distributed soil areas greater than 5,000 square feet, that are to be left un -worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 9. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. LL_1 1 1 1 1 1 1 C _ �k 10 4' - 0" MIN. -_ I LO to C • r r in N = r r W r r - V) V) !� Z W 22 F U U Y D D L W W W Z7 Y Y Y V Ln Intn LnvM GUY 0 F IAS# cn z 3"W� ��wF� ►SNA L E`fa� w W = V V Z j O LAJ X CL Z Z L4J cN CN 04 rN©0 p Z w I I ww Q u7 Lo Z C� 31:NCV ZZ - l- -U7 Lr) w- ©0 U -J Y ...� .... V 0 Z v (;00 38661 � ID cn � � a rn `p N N V ..' O � w W = V V Z j O LAJ X CL Z Z L4J cN CN 04 rN©0 p Z w I I ww Q u7 Lo Z C� 31:NCV ZZ - l- -U7 Lr) w- ©0 U -J Y ...� .... 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