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HomeMy WebLinkAboutW-394401I E SE 1/4 , SECTION 26, TOWNSHIP 23N, RANGE 4 E, W.M. UTILITY AND DRAINAGE PLAN C) 0 C) ..... _ o / ASPHOb O T CY) CONC CURB _ CY) p I PLANTER Y PLANTER CONC CURB 0 10 20 40 U �- J -o I 3 -� PROPERTY UNE 7 LLJ- N J t0 . , PI ANTFR ��2 S01'1407 W 459.00 m w a o CONC CURB F_ z PLANTER a o �� „RB DEA j 3011 IL KEY NOTES: ~ ( I N• 75336.51 ° � -AW-WASHED-------- z I / 294260.1 N: 175088.99 E: 1294329.94 Q��TYPE-1 CB PER STD PLAN 200 EL: 19.781 WATER QUALITY UNIT LLI o XOR, o - I \ �� o _ ��� RIM=20.84 I ASPH coNc �o 31 LF 8 DI ®0.97% �, CB 2 cuRe Q z I �_��� IE IN 8 sPl(S) 16.95 # PRIVATE FACILITY A J I I ��oo IE IN �' (N) 16.95 N: 5251.33 \ I 4'X6' BIOSCAPE FILTERRA N a_ � o> „ 7.50' WASHINGTON OR APPROVED EQUAL PER LLJ a I TR �o. IE OUT 10 (W) 16.95 E: 1294265.25 NATURAL GAS COMPANY DTL 1 ON SHEET C7.3 COo - , \ I EASEMENT AS PER REC. CD TYPE-1 CB PER STD PLAN 00 / P I No. 8810110122 RIM = 20.70 0 m Cn I ° ° E1MN 28'75SW 17 0 Q I IE OUT 8" (E) 17.50 Q 7.5 UTILITY ( ) • P J I EASEMENT �' , 1 ❑ �� 1 I I r I PER PLAT OF TR IE OUT $ (E) ,40 / P �' I 2 WATER QUALITY UNIT Q Cn WA CENTER �j 20 LF 8" DI ® 0.50% IE OUT 8" (N) .4 ° ,19 /�� GRASS p PRIVATE FACILITY B D TECHNICAL CENTER 2 \ I ASPH J Q VOL. 122, PAGES ° ° ti� I 20 I 98-102 4° / e �_ \ 4 X4 BIOSCAPE FILTERRA B ILDING p p ' _� OR APPROVED EQUAL PER Q 91. TBacK I M �. 85 LF 8" PVC ®0.53% ° p ��s �� oo z I PE SHORT II\�cco DTL 1 ON SHEET C7.3 O PLAT N0. I - T a LF 08 1 • - r� 16-8 L - CONC WALK �� RIM 20.45 ° ® IE OUT 8" (E) 17.35 OC °PROPOSED ° GAS METER °° MAG AND W -- NEW CB#3 S ARS BUSH CONC LU BRUSH �° SEE MECHANICAL PLAN .74 N: 175222. 3 ° CO ° SHEET P105. °° E: 1294255.70 E: 12942 .89 �, 7 LEGEND - PROPOSED tr) EL: 20.52 TYPE-1 CB PER STD LAN 200 z .EIRO ERR so..00' °, w �, PROPOSED TYPE I CATCH BASIN PROhERTY LINE FUND 8" ROD A [ ° . D - 1 ROPOSED SEWER CONN. T N� RIM=20.25 ° �, o c O FOUND 1/ "" ND CAP ® X BLDG., SEE MECHANICAL a IE OUT 8" (NE) 18. 0 o q w- (� LS # 13731 / Q 10'X20'J LAN SHEET P105. ° I ' �y�otic wv `"v (D 'ARKING STALL �� o / q �yo� ■ PROPOSED STORM DRAIN MANHOLE co Z=ASEMENT AS BLDG CONN. -� PLANTER I O 00 PER REC. NO. ., SEE MECHANICAL \ CURB 18 I I PLANTER 0 PROPOSED WATER QUALITY STRUCTURE o Y 9006260973 u PLAN SHEET P105. o cONc-20 I �' -1s CONC CURB O 15' PUBLIC UTILITIES EASEMENT INCLUDING WATER C) EXISTING CB ' N 2 CT TO EX AND SEWER AS PER REC. NO. 9012061027 I SD PROPOSED STORM DRAIN z N: 175353. 1 - GA SERVICE w w w w / r Q � � � � j°i MIJj ° >�.' 'jM-U ' a a � � T E: 1 94200.96 a a a ° PE TILITY _� . . n RIM=19.81 Z ° a ASPHALT PAVEMENT W » p d 1 ° � I LU IE IN 10 (E) 16.60 U. IE IN 8" 5 16.60 TR ,0. o z U GRASS U LANDSCAPE Q » ROPOSED OIL/WA z EX IE OUT 10 W) 16.5 0 PLANTER ° CONCRETE WALK Q SEPARATOR, SEE ° .' , ° D ROPOSED G I ° pC ➢ 8 DI @ 2.00% MECHANICAL PLAN OWER CROS NG. ON ACT R p �o m TR SHEET P105. .6TO MAINTAIN MINI 0 1 COk CURB LIMITS OF DISTURBANCE rn 1 SCRIBE X � 2° ROPOSED WA FROM EX d ERTICA CLEARAN E. Z � _ UILD�NG c, N: 175 82.18 ° z mono SEZBACKT BLDG, SEE MECHANICAL E: 129 185.31 CHAINLINK FENCE T R Q N z oTo PPn �T $a• 1 OF PLAN SHEET COUNTY-FMD FACILITIES GM ` EL: 20 35 N I F j G O o PROPOSED GAS SERVICE N ^� ��� 1 NEW CB#4 -SOLID LID / 3 LF 3" PVC 900 OAKESDALE AVE SW 98055 ° Q z _ ®1.00% 3 STORY BUILDING z d I J �-o �m� N: 175291.69 " _� I PROPOSED GAS METER 0 E• 1294 04.23 SDCO #1 ASPH 2O-- N m w v o z � � ?� TYPE-1 B PER STD PLAN 200 RIM=21.42 9188000146 � ° m �: RIM-21.1 •' ASPH so All KM PROPOSED GAS VALVE N O -° �... IE IN 8 E 18.14 \cn � IE IN 8" S) 17.84 IE OUT 8( (N 18.14 CONC WALK / /20 I TR TREE RETENTION ' I m w, » \ ) ° 0 V J cr - �o EX IE IN 4 (W) 17.84 PSP&L EASEMENT FOR ELECTRIC TRANSMISSION \ F° L �� E OUT 8" 17.84 AND/OR DISTRIBUTION SYSTEM REC. NO. 8906260460 A So O G> I(N ) OVER A PORTION OF LOT 2, CITY OF RENTON LOT LINE ��ti I MU SOIL AMENDMENT/MULCH 91 6--4. LAPERFORdTED PVC ® ADJUSTMENT NO. 001-86, REC. NO. 8609179004 ��Q CONIC CURB STD PLAN NO. 264.00 2 0 o ...AS CONSTRUCTED, OR TO BE CONSTRUCTED, 1n EXTENDED OR RELOCATED. CONC WALK BIKE RACK 1 I ° EXISTIN LEGEND - � ° So G G ° PLANTER ° GRASS ASPH 0 CONTROL POINT AS NOTED BUILDING LINEcn ° • REBAR (FOUND AS NOTED) CABLE TV UNDER GROUND LINE WHEEL CHAIR RAMP FIBER OPTIC UNDERGROUND LINE ON SITE STORMWATER MANAGEMENT NOTES I i I SIGN GAS UNDERGROUND LINE 1. ALL PROPOSED STORM DRAINAGE IS PRIVATE. I w) to a LIGHT POWER UNDERGROUND LINE 2. ESTABLISH A MINIMUM SOIL QUALITY AND DEPTH THROUGH SOIL AMENDMENT PER STD PLAN I coa 00 NO 264.00 AND SECTION C.2.13 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN SURFACE AREAS: I Z-18800-0147 z STORM DRAIN LINE MANUAL. °�o CALL BEFORE YOU DIG LU � HANDICAP PARKING BEFORE yLU TOTAL SITE AREA: 17,879 SQUARE FEET (0.41 AC) ® STORM CATCH BASIN WATER LINE 3. THE ROOF DRAIN CONNECTION SHALL BE A PERFORATED PIPE CONNECTION PER SECTION LU C.2.11 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. EXISTING PERVIOUS AREA: 5,511 SQUARE FEET (0.13 AC) Call: TOLL FREE Q co STORM CLEANOUT EXISTING IMPERVIOUS AREA: 12,368 SQUARE FEET (0.28 AC) a_4. BMPS MUST BE IMPLEMENTED FOR 20% OF THE SITE AREA, OR 3,575.8 SQUARE FEET; 1-800-424-5555 w STORM CULVERT HOWEVER, ON -SITE BMPS ARE NOT FEASIBLE FOR THIS SITE. SEE GEOTECHNICAL REPORT PROPOSED PERVIOUS AREA: 5,365 SQUARE FEET (0.12 AC) � ADDENDUM PREPARED BY S&EE, DATED 5/31 /2017. PROPOSED IMPERVIOUS AREA: 12,514 SQUARE FEET (0.29 AC) m © Q CABLE TV PULLBOX ® GAS VALVE ® GAS METER ® WATER VALVE EXISTING UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED UPON A COMBINATION OF SOURCES INCLUDING FIELD TOPOGRAPHIC SURVEY AND CITY UTILITY SYSTEM MAPS. CONTRACTOR SHALL BE ADVISED THAT UNDERGROUND UTILITIES FIRE HYDRANT NOT IDENTIFIED ON THESE PLANS MAY EXIST WITHIN THE PROJECT SITE, AND SHALL EXERCISE APPROPRIATE CARE DURING EXCAVATION ACTIVITIES. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING UNDERGROUND UTILITY SIZES AND KEY/CARD PAD LOCATIONS AT CRITICAL LOCATIONS PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER IF DISCREPANCIES EXIST. 1 • lI ' I B 8 SURVEYED: GALA SCALE: VERTICAL: 0 DECIDUOUS TREE AS NOTED HORIZO NTAL: NAD 19 3/1991 DESIGNED: GXLE CITY OF CONIFEROUS TREE sGR RENTON DRAWN: ONE INCH DATU M ° CHECKED: AGC AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED:AGC SCALE ACCORDINGLY S-399401 J IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) H a SURFACE WATER UTILITY % DEVELOPMENT ENGINEERING J rstraka 11 /29/2018 rnair 11 /30/2018 Q z O WATER UTILITY w Abdoul Gafour 11/29/2018 p a KING COUNTY REGIONAL DATE. 1/3/2018 z AFIS LAB REPLACEMENT FIELDBOOK: D ® O DAV I D E VA N S PAGE: O ANDASSOCIATES INC. DRAWING NO: U 14432 SE Eastgate Way, Suite 400 UTILITY AND DRAINAGE C7.0 CD Bellevue Washington 98007 PLAN SHEET.1 3 OF: 135 z Phone: 425.519.6500 W-399401 R-399412