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HomeMy WebLinkAboutSWP2702711.4Ili Cp � o \ \ - _ \� SCALE: 1 "=20' p N----� / `\j V vI !\ CALL 48 HOURS BEFORE YOU DIG CL I TEMPORARY CONTRACTOR STAGING AREA / 1-800-424-5555 -2-7 o / ti 41 y 1 _ PROVIDE TEMPORARY FENCING � � \ EIXISTING CATCH � SIN 1 // cs� ' I Q -AIM-_EL=25.51 CONTRACTOR TO MAINTIAN 15 FOOT TOP OAF 1� jER/ 22.06 2 CLEARANCE FROM PSE OVERHEAD BOTTOM / _ I7.6T- 2s POWER LINES. N / O CONCRETE / IE17.64 ( TY) / N I BH 1 ECOLOGY 0 / RLOCK WALL A ACCESS RISER #1 r STORM DRAIN OUT ET / N 1 1 � , � 14 STD. GRATE z 4 -- -- EX I TIN / STA. 1X+85.50 m 8"DI SE IE 2�324 � __ ST0 M D IN UTLET 1 \ _ oo \ RIM �5.75f / O / \ 7 x o o / tiA p o 0f 48 C P S IE-19.39 DAYLIGHT 8 DI - TO NEW BANK 0 !,� o o---" \11 00-------- --- (n NEXT TO CULVERT ' 2 -- o� x oN r - -- - -- - - �_� vim, V 00 - -- 5 S1 ORM DRAIN �UTLE : ® o— o �_ -� / / A / /\\V0 / rQ 18 CONC NW 03 V / 11 ­32 o ° oo A N \ / ®00 STA. 10+00 �, 0 1 O,y- O PROPOSED OUTLET6BOX � / �'- 12 M� / � LIGHT OLEO 16 � - v \ 2 IE=19.39,> 12 SS --_— - 2„SS— — -- -- - N=174007.71 V — TREES E=1299264.64 o / CAT H BASIN RIM L26.77 STA. 10+12 O� I I 1 1 \ MP S E N=174017.63 25.37 PROPOSED CULVERT ANGL P/bINT 0 STO D AIN OUTLET Q y \ \ � E=1299271.03 M H \ c I Q \\ � 12�, N iE OUT2259 � I / BH-7 SURV ONTROL 12 S IE IN2249 PRECAST OR � PT.# 105 SECTION, SEECDETA L CULVE T 1 / \ / 1 N=174043.12 .5 o \\\ D-271104 E=1299318.52 % / � y � � \ / p v STO DRAIN OUTLE d A SC,� 36"CMP SE IE24. Approved BPB 2 4��JPAsx�� 007 O �, t? x x O P 37338 q Ctj� S T %' 4* �SSI�NAL EXPIRES: 8 /20 /2007 40 ................ RESTORE : PARKING SPACES TO MATCH EXISTING 35 ....._....................................... - .. ........................ FILL WITH: BANK RUN GRAVEL, COMPACT: 30 n 25 20 15 ift ACCESS RISER J#1 1" WATER I.E. UNKNOWN 42" CMP: S T ORf,,1 I.E. 18.25 POWER FOR LIGHT POLE?� : : _ IRRIGATION SYSTI__M 1 S LE. UNKNOWN : : : - 1 ". WATER I.E. UNKNOWN : IN PLANTING STRIP Pi-ANTER :POWER FOR: LiGI-IT POLE%0 : \; PLq.... NG STRIP...... _ \ -..... I.E. UNKNOWN - _ 18 Imo- _ PLANTING: HE : .............. :...................:.. : I. ......................... . ..... - ._........... - - 3 SEE DETAIL :5 ...- 30 25 20 15 W HORIZONTAL SCALE: _1 "=20' j _ _ VERTICAL SCALE: 1 "=5' S 10+00 11 +00 12+00 13+00 �*IC"mmft mac► CONSULTING ENGINEERS 7M DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 981os (M B84-0860 lz IE V 1 -5 F.V 6 /22 REVISED OHPW AND OHCOM LINE LOCATIONS NO. I REVISION I BY 5 7 7 SURVEYED: DESIGNED: B.B. DRAWN: P.M. CHECKED: S.C. DATE APPR ^PROVm: B.B. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1_ DATU M AL CITY OF MR RENTON Planning/Building/Public Works Dept. STORM DRAINAGE NOTES O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. O CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION 30 CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG IN END OF EXISTING STORM DRAIN PIPE AND ABANDON PIPE IN PLACE. ® CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" D CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 6" FOR REVIEW BY CITY. D7 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. D9 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS WITH UTILITY OWNERS. 10 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING 18" SEWER LINE TO VERIFY LOCATION AND CONSTRUCTABILITY WITH BOX CULVERT. 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8" PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. 0 CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 20 PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1 " IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. DO CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL By; -Daniel Carey---- Date: -4/9/07_ ByI---------------- Date: -------- By: r Date------- By:---------------- Dater------- D-2711n4 DAM 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT FIELDBOOK: PAGE: PLAN AND PROFILE SHEET: 4 OF: 12 om" D4-2/(D�