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GENERAL NOTE
Q� ���' I UTILITY PURVEYORS PRIOR TO CONSTRUCTION TO LOCATE UTILITIES. CONTACT
PVC ss I I _ _ � 1 Q 0 � I I � `� o � � 1. CONTRACTOR SHALL CONTACT
,....
ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES.
IVATE
8 PV
4 PRIVATE SSMH '3
38t — — — I 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
.1 C5.1 RIM=24.54 I
,50 MIN. - Cl CHANNEL= 15.12 x o I 3. PROVIDE 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES.
.. LADDER (NE) ' �
4. PROVIDE 6' MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES.
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< I PROPOSED BUILDING 'B' I I I 5. PROVIDE 10 MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5 HORIZONTAL
PRIVATE SSMH #2 2 4 � SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE.
W RIM=24.40 C5.1 C5.1 ® FF ■ 25.25 I o
N — CI CHANNEL= 13.95 CD( I I / 6. AS -BUILT DRAWINGS (S-1997, S-229, 13-2-4) PROVIDED BY CITY OF RENTON SHOW EXISTING 8 SANITARY
LADDER (NW) + I LINE STUBBED TO PROPERTY LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND
SEE SHEET C5.1 FOR PROFILES I
v I ® * I INVERT ELEVATION PRIOR TO CONSTRUCTION AND ORDERING MATERIALS.
Ha 4
"
-_-._
7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12 PETROLEUM
PRIVATE SSMH 1 2 4_ ' ; I (1 I I LINE. POTHOLING SHALL BE CONDUCTED WITH A REPRENSENTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT
C5.1
RIM=24.13 — — ---- f ,-_ III ,� HOLLY WILLIAMSON (425) 235-7736, OLYMPIC PIPELINE, PRIOR TO CONSTRUCTION AND ORDERING MATERIALS
CI CHANNEL=11.51 TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS.
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TIC -MP 121 I 60 W (R) 0/H PWR 60 W (R, 0/H PWR 1 0/H PWR
�-- RECORD NOTE 01/23/08
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMAl10N SUBMITTED,
IN PART BY OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE AHBL
IST
Civil Engineers
IS NOT RESONSIBLE FOR ITS MICH MAY
ADOC�MENTRAS RREOSULTIONTHOSE
THESE DRAWINGS ARE NOT
TO BE
VERTICAL DATUM I N A V D 881
roxaL�
Structural Engineers
AOR
HAVE BEENPNCORPORATED INTO THIS RELYING
ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION
USED FOR CONSTRUCTION
UNLESS
@ 4
SIGNED BY THE REVIEWING
AGENCY
CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH
EXPIRES 7 / 14 /
Landscape Architects
OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET
suRVErEo
�
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN
Community Planners
BRH
1 "=40'
OF AN EAST -WEST PIPELINE RIGHT-OF-WAY. ELEVA11ON = 18.84; SEE SHEET C0.0.
Land Surveyors
CTH
- CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56'
®
13 -
DPA
°R""
HORIZONTAL DATUMI
Neighbors
® RECORD DRAWING CTH
® CTH
1 23 08 BEE
6 26 07 a
ONE INN
f �Ei scAEE
T A C O M A S E A T T L E
WATER METER LOCATIONS &SERVICE ENTRIES
AT
IF N°E CIIN
IMIl
PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422 TEL
NO REVISION I BY
DATE APPR A
CO
scaEE Y
23RD STREET. BEARING NORTH 89'51'S8" WEST; SEE SHEET C0.0.
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
206.267.2425 TEL
RECOMMENDED CALL TWO BUSINESS
BY FOR APPROVAL DAYS BEFORE YOU D I II
BY 1-800-424-5555
BY
VE7iTrA_ NAVD 19M
HORIZONI•AL• W 1983/1991
DATUM
r
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
}= CITY OF CEDAR RIVER CORPORATE PARK
=� RENTON SEWER PLAN
Planning/Building/Public Works Dept.
11 S` .. jI S U 1
RECORD -DRAWING
REUSE OF DOCUMENTS
THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 ROW,
UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS
DOCUMENT WILL INVALIDATE THE DOCUMENT,
MY CERTIFICATION AND XNATURE
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF
AID AND IS NOT TO BE USED, IN WHOLE OR N PART, FOR ANY
OTHER PRDJECT WITHOUT WRITTEN AUTHORIZATION OF AHBL
DATE:
06/05/07
PADS
DRAWING NO
C5.0
=HEFT: OF:
16 24