Loading...
HomeMy WebLinkAboutWTR2702953.6L N CV IN I I • 7 I 5 B C D E F G H I K M N GATE POST — EXISTING GATE BORING SOIL TEST of g �/7 -7� /` / V YARD DRAIN RIM=75.46 CONCRETE C'JRB C EXISTING BORING SOIL TEST 85' DRIVING /U NETTING 85' DRIVING Y RD \ � J A. DRAIN RANG- PC _rES �� GC ��' RANG= POLE v �� - RIM-76.33 'TYP.) �� (TYP.) I W MISC. 6" PVC �a O 4JJ GJ a'j � 0 2 TYPE B0X IE GUY ANCHORS OR DRIVING RANCE POLE SUPPORT (TYPICAL) �J cc . I_. BCRiNG S.,I'- TEST ♦ - ) UO1 • I w ASPHF'_T CART PATH, _ 03 �\ c� r� ?7 \—'EDGE Or PAVLMEN T r� DCRING SOIL TEST g TYo 1 JUNCTION BOX \ 70 #3 MONITORING W'-LL s HEAD C 0 V - R E'_=77.29 00 GO #1 MON; T ORING V'_LL HEAD COS EL=82.18 CD c�^ I25' POLES FOR NET SUPPORT SAND ;TYPICAL; EXISTIN ACCESS SAND � (J _ �� �y �� POLES FOR ROAD ,�7 `' G ,�Ncs (TYPICAL ASPHAL \ PARKING #2 MONITORING WELL HEAD COV_R C EM C,Ai` VAULT ��OW� R EAUI T =78.91 g2 D` VENTILATION MANHOLE yJ j CL__AR WE'ILL VENT / �J CL o CHEMICAI 'vAULT z 8� CHEMICAL VAULT/POWER) VAULT z CLEAN OUT �J S A N i Are Lij _>q (___1 BORING SOIL TIES 0 L CC CLAN: OUT i F-77 Li.� \ U�C_q \ POWER VAULT P 0 L E \ _a DO CHEMICAL VAULT �-CHEMICALVAULT WATER VAULT. ' �-'� � Xis T IN , POWER VAULT ,� �= BUILDIN \ CONSTRUCTION SURVEY CONTROL 4 00 00 03 z eP 03 <GP ?AVEMET z PJ W � J cc +� C �_ CHEMICAL VAULT 3 LL_ c ° C 0 N C P II BOiN'NG SOIL TEST COORDINATES PT # DESCRIPTION NORTHING FASTING ELEV 175437.81 1311674.66 86.84 SCRIBE @ LOADING DOCK —EAST � SIDE OF EXISTING BUILDING. 2 175409J7 1311839.27 88.33 PK NAIL —SOUTH EDGE OF EXISTING MAINTENANCE ACCESS RD. 3 175123.59 1311696.49 76.12 PK NAIL IN PAVE TEMP CONSTRUCTION 0 P W_-L RIM 75.76 WEIL RIM 76.77 \ CHEMICAL VAUL T; POWER VAULT SAND 18TH GREEN 0 0 L- AvLMEN T ASPHALT PATH - NOTES: 1. CONTRACTOR SHALL PRESERVE AND PROTECT CONTROL BRAVE SANI T ARY SEWER POINTS 1 AND 2 THROUGHOUT THE COURSE OF MANHOI_ CONSTRUCTION. PT # 3 MAY BE RELOCATED AS REQUIRED TO FACILITATE CONSTRUCTION. CONSTRUCTION RECORD DRAWING NOTICE 2 I ��`RAVEL CP 2. CONTRACTOR SHALL MAINTAIN A MIN. OF (3) CONTROL These record drawings have been prepared based upon L 0 information contained in addenda, change orders, or POINTS ON THE SITE AT ALL TIMES THROUGHOUT THEW=2953A7 0 20 40 COURSE OF CONSTRUCTION. other available construction information, and information c\� provided by the Contractor, and by others. HDR has not F SCALE IN FEET verified the accuracy or completeness of the information -,9 FIRE HYDRANT _ �°� 3. ALL CONSTRUCTION SURVEYING SHALL BE BY CONTRACTOR. provided to it and does not warrant the accuracy or -\4. completeness of these record drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. SURVEYED: — SCALE: AS SHOWN CITY OF RENTON DATE: � DESIGNED: J.E. VERTICAL: NAVD 1988 OCTOBER, 2003 DRAWN: R.B. ONE INCH HORIZONTAL: NAD 19831991 �/ / Kennedy/Jenks ECONOMIC AND ENGINEERING Planning/Building/Public Works Dept. PROJECT No. CHECKED: G.P. SERVICES INC. 3-01-358 AT FULL SCALE COt1SUItan�S MAPLEWOOD REVISION - APPROVED: — 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTSNo. 2 RECORD DRAWINGS RB 1 /06 GP IF NE INCH DATUM 32001 32nd Ave. S., Suite 1-00 2 BELLEVUE, WASHINGTON 98004 1 ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE OACOCORD ACCORDINGLY Federal Way, Washington 98001 / BELLEVUE, WA KENNEWICK, WA OLYMPIA, WA EXISTING SITE FEATURES SHT N0. PORTLAND, OR / / NO. REVISION BY DATE APPR DWG No. C3 A B C ID E I F I G I H K M N W-21953AA