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HomeMy WebLinkAboutW-295306CY) u) N i\ C\I r 9 8 7 6 5 4 3 2 1 NO A B C D E I F G H I J ; K L M N 0 P / V WELL _ � BORING SOIL iS_ RIM 7 576 \ YARD DRAIN ® _ r RIM =76.46 CONCRETE CURB BORING SOIL TEST rn n 8- _ 7P V- JC NET 85 DRIVING YARD DRAIN AN PO'-ES RIM =76.33 \_11LLL `\ v__ M15C o PVC � J RIM 76.77 7-7 1 J pD -4'b'� �� // / RANGE SUPPORTIVING. -- `�1 VV _ -- BOING SG _ _� . ,.. _ L 77 .7 �� OATH 00 ,� � .:...... .,,.,. -.. ASpti ALT 7 CART .... .. .;. -... - , • \ cp �� W —CH EMICAL VAULT /POW ER VAULT 00 -77 EDGE OF PAVEMENT S0. S- � \ \ TYPE 1 JUNCTION -BOY. o \ \ 79.- _ 78 S, •\ LD ,IONI ORiNG W`E_L - .s ALA_ COVER __ 77.__ c, _ _ � SAND 0.0 MM TOR NG W-�_ CO\ c 8218 O - _ 03 SAND 25' POLES FOR NET - - -\ EXISTING ACCESS (TYPICAL) SAND ^�- GUY ANCHORS FOR .ROAD C/ os, _ ,8 25.: POLES TYPICP.L... \. t a5, ASPHALT 18TH .GREEN PARKING CHEMICAL VAULT /POWER VAULT` r2 MONITORING WELL HEAD COVER -- - EL =78.91 0) -) - /—VENTILATION MANHOLE. -. 79 0) CLEAR WELL VENT o 80 ,,� ...�0,. ` CHEMICAL VAULT /POWER VAULT - - CHEMICAL VAULT—\ Z z CLEAN OUT N: _ CO SANITARY SE IrE^ a \� c 84 - % i9 \�— BORING SOIL TEST - , . -. .__,. _ P O O Gi rJ O G! -A, S 1a� 7j c 5 ,-,x 0.D cc . - - CLEAN OU I � ��... �� `/ J I Ga POND 11 J C.J - \. POWER VAULT - POLE tr) i J_ U WATER VAULT oo z p,f) Y 00 RAVEL Ca Q7 - CHEMICAL VAULT cD -. ��CHEMICAI VAULT,: EXISTING \ : POWER VAULT BUILDING \� CONSTRUCTION SURVEY CONTROL a _ �AVEMENT (D z w z 1 � CONCP. TF a� - " G - t301,:NG SUIL LJ 1 NOTES: � -rAVEM ENT _ _ 1 �P,AVEL &G FIRE HYDRANT � -•� yn :a ASPHAI PATH COORDINATES PT # DESCRIPTION NORTHING ' FASTING ELEV POINTS 1 AND 2 THROUGHOUT THE COURSE OF 175437.81 1311674.66 86.84 SCRIBE ® LOADING DOCK —EAST 1 CONSTRUCTION. PT # 3 MAY BE RELOCATED AS REQUIRED SIDE OF EXISTING BUILDING_ MANHOLE CP TO FACILITATE CONSTRUCTION. PK NAIL —SOUTH EDGE OF EXISTING ' i29513"A7 175409.77 " 1311839.27 88.33 MAINTENANCE ACCESS _RD. COURSE OF CONSTRUCTION. provided by the Contractor, and by others. HDR has not PK NAIL IN PAVE TEMP 175123.59 1311696.49 76.12 CONSTRUCTION �P,AVEL &G FIRE HYDRANT � -•� yn :a ASPHAI PATH 1, CONTRACTOR SHALL PRESERVE AND PROTECT CONTROL POINTS 1 AND 2 THROUGHOUT THE COURSE OF SANITARY SEWER CONSTRUCTION. PT # 3 MAY BE RELOCATED AS REQUIRED CONSTRUCTION RECORD DRAWING NOTICE MANHOLE CP TO FACILITATE CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN A MIN. OF (3) CONTROL POINTS ON THE SITE AT ALL TIMES THROUGHOUT THE i29513"A7 These record drawings have been prepared based upon 2 information contained in addenda, change orders,or other available construction information, and information ° a za COURSE OF CONSTRUCTION. provided by the Contractor, and by others. HDR has not _ - verified the accuracy or completeness of the information SCALE IN FEET p� VV 3. ALL CONSTRUCTION SURVEYING SHALL BE BY CONTRACTOR. - provided to it and does not warrant the accuracy or completeness of these record. drawings: Users of this information shall be solely responsible to verify any and � O all information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Kennedy /Jenks COnSUiiangS ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 E. a.� CITY OF RENTON ��- Planning /Building /Public works Dept. DATE: 1 OCTOBER, 2003:. DESIGNED: J.E. ONE INCH �� AT FULL SCALE PROJECT No. 3 701 -358 DRAWN: R.B. MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS CHECKED: G.P. APPROVED — REVISION No. z 32001 32nd Ave. S., Sure 100 BELLEVUE, WASHINGTON 98004 RECORD DRAWINGS RB 1/06 GP IF NOT ONE INCH DATUM Federal Way, Washington 98001 EXISTING SITE FEATURES SHT NO. ISSUED FOR CONSTRUCTION RB 10/01 GP SCALE ACCORDINGLY PORTLAND, OR /BELLE VU E, WA / KENNEWICK, WA /OLYMPIA, WA REVISION BY DATE APPR DWG No. C3 A B C D E F G H i J K L M N W- 2 9 5 3 A A N, SCANNED OCT 2 T K26 ROLL 0� �3 FR� r ..