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GENERAL UTILITY NOTES
1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A.
STANDARD SPECIFICATIONS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF
THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED
FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., DATED
OCTOBER 9, 2012, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD
CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF
CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER
PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD
BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,
INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION,
HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY
A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
3. CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS ON THE PLANS.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION
AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS,
RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT
BUILDING UTILITY ENTRANCE LOCATIONS.
5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE
INSTALLATION OF PROPOSED UTILITIES.
7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72
HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET.
9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN
CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE
EDGE OF PIPE).
10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY
LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE
SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT
LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE
MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO
PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI
A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50).
11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED
BEFORE BACKFILLING.
12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICA1ONS OF
THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF
THE WATER AND SEWER LINES.
13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES
AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO
ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40
CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE
FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO
COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY
PROVIDER.
16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL
UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY
PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY
PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR
PRIMARY ELECTRIC SERVICE LOCATIONS.
17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS
MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER.
CITY OF RENTON SEWER NOTES
SEE SHEET C-5.0 FOR CITY OF RENTON SEWER NOTES
CITY OF RENTON WATER NOTES
SEE SHEET C-7.0 FOR CITY OF RENTON WATER NOTES
W=389901
LEGEND
WATER SERVICE 1" DOM. WA 1 PROPOSED STORM SB
C-7.0 DRAINAGE SYSTEM
WATER METER • c-1
7.o GAS LINE
RPBA ® 2
c-7.o GAS METER
SIDE SEWER SERVICE 6" SS 2 3 ELECTRICAL
® 2.0%
TELEPHONE T
SS MANHOLE BY OTHERS •
SS CLEANOUT TO GRADE 1
C-5.0
S=389901
fl r'6'
s
1505 Westlake Ave. N. T 206 522-9510 �� ,p 34375
( ) oy� �GISTER ,��`v
Suite 305 F (206) 522-8344 O'SJOVAL ECGN
Seattle, WA 98109 www.PAcLAND.CO
CITY OF, R E N T N
Approved by. � r;...,-! Date. ,'
Approved by __--__-_ �.�_�Date- ' _
Approved by: �_____-..__.,____r�_�� Dote--y_
Approved by. _______-__.__� Date
_. _----. .. _.
SURVEYED:
SCALE:
AS NOTED
HORIZONTAL: NAD NAVD198 1988
, 991
DATUM
DESIGNED:
JAC
DRAWN.
w�
ONE INCH
PERMIT REVIEW COMMENTS
PACLAND
1/8/16
CHECKED:
JAC
AT FULL
IF NOT ONE INCH
SCALE ACCORDINGLY
0.
R EVI S I 0 N
BY
DATE
AP P R
APPROVED:
JAC
CITY OF
RENTON
Planning/Building/Public Works Dept.
7 ( 18
'1/4 OF S 19. T 23
L P(40 H1 !
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EX. 108" KING COUNTY
! SEWER MAIN !
P ! PROPOSED SEWER MAIN 1
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EX. TELEPHONE!
PEDESTAL
PAVEMENT RESTORATION AREA
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CONNECT TO EXISTING
_ 12 WATER MAIN
63 LF 1" DOM. WA
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GRAPHIC SCALE
( IN FEET )
i inch = 10 ft.
DUTCH BROS.
UTILITY PLAN
RENTON, WA
a'
DATE:
1/15/16
PAGE:
DRAWING NO:
C--3.0
SHEET: 7 0
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