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HomeMy WebLinkAboutR-422936rn N O 0 w L; i Q Z >P - CURB ANGLE POINT Sp i N:174,341.62- sp o E:1,297,362.28 IBEGIN CURB o ss z N-174,341.05 X 22� Q 8 )LE 1t=1 /.y/, I CJ t' w = 12.36 FORCEMAIN E P m C) 0 STORM CATCH BASIN TYPE I RIM=23.66 IE=19.65, 12 "CPP N IE=19.76, 12 "CPP E IE=19.76, 12 "CPP S IE=20.38, 6"PVC W STORM CATCH BASINfi TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON END CURB RIM=22.06 N a sp: _ �a Q Vv 1 ' IE=19.91, 8 D.I. N o2 s 1'� sp -'! _ _ _ w N:174,393.93 2�As IE=16.44, 6"PVC E x 2 titi' sp a d _ , - w ::::::..:::::::: E:1,297,595.31 GASti5� IE=16.36, 6 PVC W a AS HALT s _ - w %L`� ss ' S'''` R HP' - :: d 1/' ....................... ..... I a w Z_T H"NO PARKING" w ' •:2 -23- 18 S .1 , GNK E NO PARKING" `o ::SpSY 14 FENC i .......... ; .... *.......::.S 5' H .......................% �;�;�A,IkNLSI T-ORM- V- AULT W/OIL WATER SET PARATOR ,»:;;;::::::: sp P W _ ..........................""::`:`... 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS W TEL 3 L RIM=24.08 ''a -� �N- - '•y:.r:r.:i�:•N�'I��.�•�•:�•is�itt:•t'ati:i:•::iiti:i•:i:i•i:.,•:.�: •• � TE � TL - SS rr::::.::::::.:::::::::::::........::::::.: TEL TOP OF BAFFLE 21 78 -:::::.....:......:.....:......:........:;::::.: J TOP OF VERT. TEE=21.55, r.:•:.....:.....:..... ......:::: TEL ............... z BOTT. OF VERT. TEE=18.58 12 PVC W s- s , - 522� is itr _ ss...? QE ti TOP OF PIPE=20.9f, 12"PVC E, 2 "' ""'� E� I , - z UNABLE TO MEASURE IE 1. L / WATER LEVEL=19.98 14 / BOTT. OF STRUCT.=17.53 - TE4EL �j Q .. TE4EL / U TEL 1 I i � / / SDI ins, I // I x 22 TPN 3340402755 AZULEj PROPERTIES LLC 40,, 0 N 7&8" OAS - 1 42" "WATER LINE" w SJ SID 19 11 RED "HAZARD" tit x 2 ❑� 11 z ,, w x 0 w e HALT _ ~ `�' w 26 3 x tititi "NO PARKING" i 9 _ W - � "NO x titia6 - �(��j� �0000 1119) iCO) e�� TELEPHONE RISER VHrn F HORIZONTAL CONTROL/SITE PLAN (PUBLIC) SCALE: 1 "=20' SURVEYED: DESIGNED: DKM/RJJ • Call 811 DRAWN: KLK/DKM • ° two business days 1 12TH ST CURB AND GUTTER SAWCUT AND FLOWLINE ADJUST. S&H 05.28.24 DCD CHECKED: DCD before you dig NO. REVISION BY DATE APPR APPROVED: DCD I I I VACITY CATED F RENTON 5 8 PEORDINANCE #4668313 i REC. NO. 1g9j0j15� SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. I� NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Planning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - ASPHALT PAVEMENT ASPHALT PAVEMENT OVERLAY CONCRETE ,-� CAST -IN -PLACE CURB CHAINLINK FENCE GRADE BREAK • LANDSCAPING PER L1.00 AND L1.1C GENERAL NOTES 1. SEE APPLICABLE SITE PLAN AND PAVING NOTES ON C2.2C 2. SEE L1.0 FOR PROPOSED PRIVATE LANDSCAPING RESTORATION. EXPOSED SURFACES WILL BE COMPOST AMENDED PER DETAIL 200/C2.3C 3. ASPHALT PAVEMENT MARKING PAINT SHALL COMPLY WITH WSDOT STANDARD SPECIFICATIONS 6-07 AND 9-08 4. ALL RADII DIMENSIONS ARE TO THE FACE OF CURB, WALL, FLOWLINE, OR SIDEWALK, UNLESS OTHERWISE NOTED 5. CATCH BASIN STENCILING SHALL BE APPLIED AT ALL CATCH BASINS (WITH A GRATE) IN PAVED AREAS PER CITY OF RENTON REQUIREMENTS 6. WHERE CONFLICTS OCCUR WITH PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER KEY NOTES INSTALL ASPHALT PER 201/C2.3C INSTALL ASPHALT PAVEMENT JOINT PER DETAIL 202/C2.3C INSTALL CONCRETE PAVEMENT PER DETAIL 203/C2.3C WITH 1' TROWELED GRID AS SHOWN IN PLANS 4� INSTALL WHEEL STOP PER DETAIL 204/C2.3C 5� INSTALL PAINT MARKINGS AS NOTED -SEE DETAIL 205/C2.3C FOR NO PARKING ZONE MARKINGS -SEE DETAIL 206/C2.3C FOR ADA PARKING STALL MARKINGS -SEE STD PLAN 127/C2.5C FOR PEDESTRIAN CROSSING MARKINGS INSTALL ADA PARKING SIGN PER DETAIL 207/C2.3C :� INSTALL CHAINLINK FENCE PER DETAIL 208/C2.3C INSTALL CAST -IN -PLACE CURB PER DETAIL 220/C2.4C INSTALL CONCRETE SIDEWALK PER STD PLAN 102/C2.3C 10 INSTALL CONCRETE ISOLATION JOINT AT BUILDING PER DETAIL 221 /C2.4C 11 INSTALL STRUCTURE PER STRUCTURAL PLANS 12 INSTALL TYPE 1 CEMENT CONCRETE DRIVEWAY ENTRANCE PER STD PLAN 104/C2.5C 13 INSTALL VEHICULAR SWING GATE PER DETAIL 209/C2.3C 14 INSTALL CURB AND GUTTER PER STD PLAN 101/C2.5C 15 BIKE RACK PER ARCHITECTURAL (MINIMUM 7 STALLS) 16 INSTALL CRUSHED SURFACE TOP COURSE AS NEEDED. FEATHER TO MATCH EXISTING. 17 INSTALL ROLLED CONCRETE CURB PER DETAIL 211 /C2.3C 18 HOT MIX ASPHALT OVERLAY. COORDINATE WITH CITY OF RENTON INSPECTOR FOR LIMITS AND DEPTH WHICH WILL RESULT IN ADEQUATE CROSS SLOPE FOR FINISH ROADWAY. sitts&hill CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422936 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON DATE: FIELDBOOK: PAGE: HORIZONTAL CONTROL/SITE PLAN C2. 1 C (PUBLIC) SHEET: 10 OF: - N T O O I N Ir 0- N T O O I N N a J 0 O O N A u