HomeMy WebLinkAboutS-338304GRAPHIC SCALE
CEDAR RIVER CORPORATE PARK 10; L.-I i
SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ( IN FzgT )
I inch = 40 ft
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LLI C GENERAL NOTES
> 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING MAIN SIZE, LOCATION,
MATERIAL AND DEPTH PRIOR To CONSTRUCTION AND ORDERING MATERIALS.
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2. CONTRACTOR SHALL CONTACT UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO
II CONFLICTS WITH
01: LOCATE UTILITIES. CONTACT ENGINEER IF DISCREPANCIES OR
PROPOSED BUILDIIIIIIII T
PROPOSED UTILITIES.
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FF ■ 25.25 8 RIM=20.10'
APPROXI 3. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE
N 6 CMP S 18.29 THER SE
L) NOTED.
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4. SEE IRRIGATION PLANS FOR IRRIGATION SYSTEM LAYOUT.
1 95' B FER 5. SEE SHEET C4.5 FOR PIPE BEDDING AND COMPACTION REQUIREMENTS.
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(D 20.57 NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE IN WETLAND OR WETLAND
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SPOOL AS REQUIRED BUFFERS, UNLESS SPECIFICALLY DIRECTED.
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7- 4L 7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL
95LF 12' CPEP LOCATION OF EXISTING 12" PETROLEUM LINE. POTHOLING SHALL BE CONDUCTED
QOLF 18* CPEP CPEP
16 03LF 18
0 PRIVATE WTH A REPRENSENTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT HOLLY
WILLIAMSON (425) 235-7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION
0 S 18' CPEP 39LF 6" PVC -PROPOSED BUILDING 'D` AND ORDERING MATERIALS TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR
w L;TI — 02.2% ti PR PRIVATE 178LF Or PVC Do
FF 25.25
aLlILM-GL� 1: % PRIVATE �FLF 6- PVC _@Z2X S PRIVATE 100V -7 ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS.
jv. J41Y 6 ryt, 7PV72 2%
PROPIOSED BUILDNIQ W. f
019.5% '58 ST. 1 ;
FF 8, PER THE GEOTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC.,
DATED DEC. 7, 2006, SMALL TO LARGER BOULDER SIZED FRAGMENTS OF
BEDROCK WERE OBSERVED BY THE GEOTECHNICAL ENGINEER IN ALL TEST PITS
RANGING FROM 3- TO 4-FEET BELOW EXISTING GRADE. SEE GEOTECHNICAL
01
REPORT.
if 1 9. PER GEOTECHNICAL REPORT, GROUNDWATER SEEPAGE SHOULD BE ANTICIPATED
c- c WITH EXCAVATIONS TO DEPTHS 5 FEET AND GREATER. SEE GEOTECHNICAL
I it REPORT FOR DEWATERING AND TRENCHING RECOMMENDATIONS.
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PROPOSED BUILD0101 IV EGO
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FF v 2545 4OLF r III. CL52 I II II
19,14'
6�.CLp N747.03'
V 8"CMP S 17.03'
A 1
&P I
4 III I
5' BUFFER
1� 68LF 12' CPEP 64L
J 0 F 2' .
-2-5- 1
D 4
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16" 111, CL52
15
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W IF 10' 01. fll�l 137LF MH
RIM=18.80'
LF AC WE TLAND "B" 6 16.50'
10 UTILI ;vC Lut
AF 1144 To-3 R Ov Nr,� OF F
I _lE 8"CMP S 16,50'
P I P
HI -WATER MA! 100' SETBACK FROM
HI-WATER MARK
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14.21
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C}12.1 ',� ,20) P IN
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Is CHECKED FOR COMPLIANCE FjjTM 6/4/06
RECOMMENDED CALL TWO BUSINESS TO CITY STANDARDS MM OF DOCUMOM
F-ORAPPROVAL ,
lPJXJ_4rdi" DAYS BEFORE YOU DIG
THESE DRAWINGS ARE NOT TO 0 1 —
E DATE
USED FOR CONSTRUCTION UNLESS EY DATE
1-800-424-5555 4
VERTICAL DATUM INAVD 881 Mw SIGNED BY THE REVIEWING Ey DATE
CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON liTH PUNCH 0 AGENCY
ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET
a D 06/05/07
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN MR SM= 9RH ma-7. CEDAR RIVER CORP0RATE 'ARK
OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84, SEE SHEET CO.O. 1"=40' CITY OF
- CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' CTH
0 N*ft. BEE RENTON
HORIZONTAL DATUM �Mm Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN C3 . 0
PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW TACOMA - SEATTLE
F TAT pE AIM
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO. REVISION BY DATE APPR 9 -24
23RD STREET. BEARING NORTH 89'51'58' WEST; SEE SHEET CO.O. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 1 1
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