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Project Notes
1. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND
CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING
PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE
DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE
CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA
SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF
CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.
2. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY
THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE
EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS
REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION
OR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120.
4. CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN AND
OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACT
MEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS -BUILT DRAWINGS.
5. SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN.
6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THAT
ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE
CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR
CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO
DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE
PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT
1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
Construction Sequence:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS
CONSTRUCTION REPRESENTATIVE.
2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES.
CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED
CONSTRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555.
3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.
4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.
5. INSTALL SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.0 PLAN, SHEET C1.00.
6. INSTALL UTILITIES AND ALL SURFACE IMPROVEMENTS.
7. VEGETATE AND STABILIZE SITE.
8. CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.
9. REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.
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Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
WELL FIRE SERVICE
947 Powell Avenue SW
Renton, Wa 98057
Permit Set
June 10, 2020
Vicinity Map
NTS
j VICINITY MAP Legend
4 947PowellAveSN
aDor
e
n i I
SEPARATE PLANS AND PERMITS SHALL
BE SUBMITTED TO THE RENTON FIRE
AUTHORITY FOR THE INSTALLATION OF
ALL PIPING DOWNSTREAM OF THE
BACKFLOW VAULT.
SURVEYED: SCALE:
KAP
DESIGNED:
KNK
DRAWN:
BTD ONE INCH
CHECKED: AT FULL SCALE
KNK IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: KNK SCALE ACCORDINGLY
Civil Engineer
COUGHLIN PORTER LUNDEEN
801 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
(206) 343-0460 CONTACT: KEITH KRUGER, PE
Surveyor
PLS, INC.
1375 NW MALL STREET, #3
ISSAQUAH, WA 98027
(425) 425-3139378 CONTACT: KURT PARCHER, PLS
Sheet Index
C0.00
COVER SHEET
C0.10
NOTES SHEET
C1.00
DEMOLITION & TESC PLAN
C2.00
PAVING PLAN
C2.10
PAVING DETAILS
C3.00
WATER PLAN
C3.10
UTILITY DETAILS
C3.20
WATER PROFILE
U
Q
J
Legal Description
Civil Abreviations
PER CHICAGO TITLE NO. 1354161
CB
CATCH BASIN
CONC
CONCRETE
LOT 1, CITY OF RENTON SHORT PLAT NO. LUA-06-149, SHPL-A,
COR
CITY OF RENTON
RECORDED UNDER RECORDING NO. 20070410900009, IN KING
DEMO
DEMOLITION
COUNTY, WASHINGTON
ELEC'L
ELECTRICAL
EVA
EMERGENCY VEHICLE ACCESS
EX
EXISTING
H
HORIZAONTAL
IE
INVERT ELEVATION
L
LENGTH
Horizontal Datum
MAX
MAXIMUM
MID
MIDPOINT
NAD 83/91 (ASSUMED)
MIN
MINIMUM
NTS
NOT TO SCALE
Vertical Datum
PC
POINT OF CURVE
NAVD 88
PI
POINT OF INTERSECTION
PSE
PUGET SOUND ENERGY
Basis of Bearings
g
PT
POINT OF TRANSITION
R
RADIUS
STA
STATION
STD
STANDARD
Benchmark
TYP
TYPICAL
V
VERTICAL
VC
VERTICAL CURVE
WSDOT
WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION
Site Information
SITE INFORMATION
TOTAL SITE AREA: 35,000 SF (0.80 AC)
PARCEL NUMBER 918800-0070
�Ren on O
Markup Leaend
RED Required Revisions
BLUE Recommended Revisions
GREEN Items to be Deleted
PURPLE Advisory Only
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
V`R]
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-413101
W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS U
DEVELOPMENT ENGINEERING REGIONAL FIRE AUTHORITY 7(S-.
•-F� APPROVED W
Nathan Janders 07/29/2020 ' U7
cthomas 07/29/2020
W
WATER UTILITY . r CURRENT PLANNING L
M.Mitchell 07/28/2020 amorganroth 07/29/2020 J
DATE: W
947 POWELL FIRE SERVICE 06/10/2020
RENTON, WA nELDBOOK: O
PERMIT SET PAGE:
COVER SHEET DRAWING N0:CO.00
SHEET: 1 OF: 8