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HomeMy WebLinkAboutR-422942L; i Q z w A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON rn RIM=22.06 N a sD.; �- GLIV I UK Y LINK WLs i ' N IE=19.91, 8 D.I. N ,�02 ,� s ��� sD ''� .Q _ _ W � � J o� N IE=16.44, 6"PVC E x ti' sD _ w i 1� SS - _ GAS i IE=16.36, 6"PVC W a AS HALT I w ,L`L� 12 8 4ro GAS PS HP- s O "NO PARKING" a _ w TH S GAS -23- °i <.. _ , W �. Z ti�i SS - - - - - - GP N:174,393.93 "NO PARKING" o � SD SD. _ S' V " ■/ i _>6as _ GAS - E:1,297,595.3110E 0 °�� sp '�' _ , - w ma's SS 2� _GAS ' CHAu� _ - - "NO PARKING" 6 e S 2 P 7'5 ' k a� _ W'� _ w BP , - eP SD _ _ _ w _ - 2 SS-- - - - - - - ' 23 x -STORM VAULT W/OIL WATER SEPARATOR W w - - 22- - - - -�$ � SS o TEL 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS �J - ASPHALT 23 TES RIM=24.08 _�. Scf Ss T TOP OF BAFFLE=21.78 ,o SS - TEL TOP OF VERT. TEE=21.55, 7.sD _ / ss �22 z BOTT. OF VERT. TEE=18.58, 12"PVC W sD m � ST. QE TOP OF PIPE=20.9f, 12"PVC E, sS SS x 2 �' �E� z UNABLE TO MEASURE IE 12S WATER LEVEL=19.98 No Ski - Ss Z ��1 TE4EL - , , / Q BOTT. OF STRUCT. =17.53 a TE4EL SEE PROFILE 12TH FL ON SHEET C3.6C L / x 22�2 Q +0 U _ _ L TO ESTABLISHED ELEVATIONS ON THE 2113 10 �' �s I _ PROPOSED CURB AND GUTTER FLOWLINE.;p 0 0 0 1� GPS C -TEL �� / 22 I I501 TPN 3340402755 x 3 NS �_ AZULEj PROPERTIES LLC r N:174,341.05 . N:174,341.62 _ �n aS aS GPsa E:1,297,355.29 ; �g � S as as E:1 297,362.28 �a )LE --� IE=17.97, 12"CPP W 10' BAY = 12.36 �� / DOOR FORCEMAIN E Py 1�00 2396 2 mo 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 42" "WATER LINE" w SJ SD 19 �1 RED "HAZARD" x 2 W 96 �, ` • ❑� 11 z W x IT O HALT _ L ~ N w 26 3 tititi "NO PARKING" x ��r ) �19 9 »NO x titia6 - � �0000 1196 e$ i C TELEPHONE ' RISER VHrn F GRADING AND STORM DRAINAGE PLAN (PUBLIC) SCALE: 1 "=20' • Call 811 • ° two business days 1 12TH ST CURB AND GUTTER SAWCUT AND FLOWLINE ADJUST. S&H before you dig NO. REVISION BY 40,, 0 N 7&8" OAS l SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM 05.28.24 DCD CHECKED: DCD DATE AP P R APPROVED: DCD VACATED 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. NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Planning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - SD STORM DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR 220.10/C3.3C, AS APPROPRIATE ROOF DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR 220.10/C3.3C, AS APPROPRIATE GRADE BREAK TYPE 1 CATCH BASIN, PER STD PLAN 200.00/C3.3C TYPE 2 CATCH BASIN, PER STD PLAN 201.00/C3.3C ROOF DRAIN CLEANOUT, PER STD PLAN 226.00/C3.3C L:71• L■- 9 GENERAL NOTES 1. SEE APPLICABLE GRADING AND STORM DRAINAGE NOTES ON C3.2C 2. SLOPES NOT TO EXCEED 3H:1V 3. TYPE 1 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER STD PLAN 204.10/C3.4C, UNLESS OTHERWISE NOTED 4. TYPE 2 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER STD PLAN 204.40/C3.4C, UNLESS OTHERWISE NOTED 5. CONTRACTOR TO FIELD -VERIFY LOCATION OF EXISTING UTILITIES. 6. SEE ROOF DRAINAGE SYSTEM PROFILES ON SHEET C3.6C 7. SEE STORM DRAINAGE SYSTEM PROFILES ON SHEET C3.7C 8. STORM STRUCTURES SHALL BE INSTALLED PER STD PLAN 202.00/C3.3C 9. SEE LIFT STATION ELEVATIONS ON SHEET C3.9C KEY NOTES INSTALL LOCKING VANED GRATE PER STD PLAN 204.20/C3.4C INSTALL 5 OLDCASTLE STORMCAPTURE UNITS AS SHOWN PER 342/C3.5C INSTALL OLDCASTLE BIOPOD BIOFILTER VAULT PER 340/C3.5C :� ROOF DOWNSPOUT PER DETAIL 300/C3.3C 5� FIELD LOCATE AND CONNECT TO EXISTING STORMWATER SYSTEM INSTALL CONTECH INLINE CDS PER 341/C3.5C 7� RESTRICTOR TEE FOR SPILL CONTROL PER STD PLAN 237.00/C3.3C 8� INSTALL SUMP PUMP PER DETAIL 320/C3.4C 9�INSTALL CONTROL STRUCTURE PER STD PLAN 237.00/C3.3C 10 UNDERGROUND OVERHEAD UTILITIES PER ELECTRICAL 11 FIELD VERIFY ELEVATION AND LOCATION OF EXISTING WATER MAIN. IF CONFLICTS OCCUR BETWEEN THE EXISTING WATER MAIN AND THE PROPOSED STORM SYSTEM, NOTIFY THE ENGINEER sitts&hill 4�Ee �C�rf CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 fs PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ �PicGj6449 O Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422942 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON DATE: FIELDBOOK: PAGE: GRADING AND STORM DRAINAGE PLAN C3. 1 C (PUBLIC) SHEET: 16 OF:39 N T O O N Ln N T O O N N a J 0 O O N A u