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APPROXIMATE LOCATION OF COMMUNICATION •N% ! '1Op i ♦.. 1; �P ` \
CONDUIT RUNS TO STORE. SEE SITE PLAN , tf• , s`�Q - �2 , \
FOR CALLOUTS. CONTRACTOR SHALL
Q COORDINATE EXACT ALIGNMENT KROGER P.M. C a• $ $y't`
LOT LINE\
PHONE ROOM
LOCATION
SEE DETAIL 3 /C8 FOR BUILDING
PENETRATION DETAIL. EXACT LOCATION
TO BE DETERMINED BY KROGER P.M.
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CIVIL GENERAL NOTES
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DEMOLITION AND T.E.S.C. PLAN
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SITE IMPROVEMENT PLAN
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GRADING PLAN
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STORM DRAINAGE UTILITY PLAN
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SANITARY R A WATER
SEWE AND UTILITY PLAN
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION NOTES
L1 OF 6 PLAZA AND GREEN SCREEN LAYOUT PLAN
L2 OF 6 PLAZA AND GREEN SCREEN NOTES AND DETAIS
L3 OF 6 LANDSCAPE PLANTING PLAN
L4 OF 6 LANDSCAPE PLANTING NOTES AND DETAILS
L5 OF 6 LANDSCAPE IRRIGATION PLAN
L6 OF 6 LANDSCAPE IRRIGATION NOTES AND DETAILS
LEGAL DESCRIPTION:
(PER FIRST AMERICAN TITLE INSURANCE COMPANY'S SUBDIVISION GUARANTEE, THEIR
ORDER NO. NCS- 520798 -OR1, DATED APRIL 9. 2012 AT 7:30A.M.)
PARCEL F CITY OF RENTON BOUND ARY LINE A DJUS T MENT N0. LUA 99 -
017 RECORDED
UNDER RECORDING NUMBER 9904069001, IN P F
00 BEING A PORTION ON 0 HENRY H. TOBIN
DONATION LAND CLAIM NO. 37; GOVERNMENT LOTS 11. 13 AND 16 OF SECTION 18,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND TRACTS
1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER
RECORDING NO. 20110811001002.
APN: 000720 - 0209 -08
NOTE: THIS SURVEY REPRESENTS ONLY A PORTION OF THE ABOVE DESCRIBED LAND.
HORIZONTAL DATUM - BASIS OF BEARINGS
THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CITY OF RENTON. CITY
OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY
OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898
WAS HELD FOR ROTATION BEING NORTH 67 23' 14" EAST.
VERTICAL DATUM - BASIS OF ELEVATIONS (NAVD88)
THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF
RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (NAVD88).
SITE BENCHMARK:
FIND LEAD AND TACK IN MONUMENT CASE IN INTERSECTION OF RAINIER AVENUE SOUTH
AND RENTON CENTER WAY. ELEV = 29.69 (NAVD88)
SITE ADDRESS:
431 RAINIER AVENUE SOUTH
RENTON, WA 98057
SHORING AND DEWATERING NOTE
THE GENERAL CONTRACTOR SHALL REVIEW PLANS, NOTES, AND GEOTECHNICAL
ENGINEER RECOMMENDATIONS FOR SHORING AND DEWATERING MEASURES
REQUIRED FOR EXCAVATIONS.
COSTS FOR PROVIDING AND IMPLEMENTING THESE MEASURES ON THIS PROJECT
SHALL BE SPECIFICALLY INCLUDED IN THE CONTRACTOR'S BID PROPOSALS.
SOILS REPORT NOTES
1. THE FOLLOWING SOILS REPORT RAS BEEN PREPARED FOR THIS PROJECT
GEOTECHNICAL ENGINEERING REPORT:
FRED MEYER 459 FUEL STATION - RENTON, WASHINGTON
DATED: JUNE 5, 2012
PROJECT NO.: 2012 -247
SOIL REPORT PERFORMED AND PREPARED BY:
THE RILEY GROUP INC.
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PROJECT CONTACT: ERIC L. WOODS, LG
(425) 415 -0551
EARTHWORK QUANITIES:
FOR PERMIT PURPOSES ONLY
GRADING = 2,500 CY
EXPORT MATERIAL SHALL BE DISPOSED OF OFF -SITE AT
LOCATION APPROVED BY CITY OF RENTON
SITE AREA:
EXISTING SITE AREA = 1.13 AC
AREA DISTURBED DURING CONSTRUCTION = 1.13 AC
NO RIGHT -OF -WAY DEDICATION REQUIRED.
CONTACTS:
OWNER/APPLICANT-
FRED MEYER STORES, INC.
P.O. BOX 42121
PORTLAND, OR 97242
PHONE: (503) 797 -5617
CONTACT: JAMES COOMBES
EMAIL: JKMES.000MBESOFREDMEYER.COM
THE KROGER CO.
3800 S.E. 22ND AVENUE
PORTLAND, OR 97202
PHONE: (503) 797 -3026
CONTACT: BRIAN PETERSON
EMAIL: BRIAN.PETERSONOKROGER.COM
ENGINEER: SOILS ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS. INC. THE RILEY GROUP, INC.
18215 72ND AVENUE SOUTH
17 BOTHELL AY
522 BO ELL W NE
KENT, WA 98032
BOTHELL, WA 98011
PHONE: (425) 251 -6222
PROJECT CONTACT: ERIC L. WOODS, LG
CONTACT: JASON G. HUBBELL, P.E.
(425) 415 -0551
EMAIL: JHUBBELLOBARGRAUSEN.COM
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SURVEYOR:
POWER COMPANY-
BARGHAUSEN CONSULTING ENGINEERS, INC.
PSE /POTELCO
18215 72ND AVENUE SOUTH
JOSE VEGA
KENT, WA 98032
(425)766 -0993
PHONE: (425) 251 -6222
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CONTACT: DENNIS SALTYS, P.L.S.
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EMAIL: DSALTYSOBARGHAUSEN.COM
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Table of Recorded Covenants, Conditions, Restrictions and/or Easements
Slialdgd Documents May Impact the Proposed Development of a Fred Meyer Fuel Center #459 / Renton Center
4315. Rainier Ave. Renton, WA 98057 - Parcel No. 000720-0209.08
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United States of America
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Not mappable
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3664560
07/16/1946
City of Seattle
Easement - Double circuit transmission line
Not mappable
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5051341
06/24/1959
State Of Washington
Deed - reserving all oil, gases, coal, ores, minerals, fossils etc., and the
Not mappable
right of entry for opening, developing and working the same.
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5259593
02/02/1960
City of Renton
Easement -Sewer
Not mappable
7
5820505
10/20/1964
Puget Sound Power & Light
Easement - Underground electric system
Not mappable
Company
Renton Shopping Center
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921010320
10/14/1992
Covenants, conditions, restrictions and /or easements
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system
Puget Sound Power and Light
Easement - An underground electric transmission and /or distribution
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9410201209
10/20/1994
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Company
system
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Roundup Co.
declaring modifications thereof recorded November 27, 2002 as
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2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS
OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF
THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION.
3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN
ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE
BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC.
4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE
EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS
ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE
EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS
INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE
CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS
REPORT.
AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER:
A. SITE EXCAVATION AND GRADING,
B. INSTALLATION OF SHORING SYSTEM,
C. OVEREXCAVATION FOR PLACEMENT OF STRUCTURAL FILL (WHERE APPLICABLE),
D. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION,
E. VERIFICATION OF SOIL- BEARING CAPACITY,
G. PLACEMENT OF UNDERGROUND STORAGE TANK BACKFILL.
5. PROVISIONS FOR SOILS ENGINEER SPECIAL INSPECTIONS SHALL BE INCLUDED IN CONTRACTOR'S BID PROPOSAL.
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VICINITY MAP
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL
BUILDING CODE AND /OR PLUMBING CODES.
2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY
STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF
ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT.
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE
RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR,
THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED
PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES
WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS.
6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
7. PRIOR TO ANY CONSTRUCTION /DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE
CONTACTED FOR ANY REQUIRED PRE - CONSTRUCTION MEETING(S).
B. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT
MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S
RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION.
9. PONDING OR "BIRDBATHS" EXCEEDING ONE- QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND
SHALL BE CORRECTED BY THE CONTRACTOR.
10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT,
ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO
BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND /OR EXPORTING ALL MATERIAL AS
REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN
ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER
DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND
CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE CITY
PUBLIC WORKS DEPARTMENT.
13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE
COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL
BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS.
14. OWNER SHALL PROVIDE PRIVATE OPERATIONS /MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM
FACILITIES.
15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY
HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE.
CITY OF RENTON
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Approved b f VSa-,- Date.
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Call Toll Free
1 (800) 424 -5555 [ Date: It tq
slt� Approved .
TWO WORKING DAYS Approv Date:4
BEFORE YOU DIG ^n^� r /
Approved by: I' LUL, V �4V Date:
R=373701 WASHIN TON STATE DEPARTMENT OF ONATURALFRESOU OBTANING RESOURCES FOR REMOVING ANDS
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UTILITY CONFLICT NOTE:-
CAUTIOI*
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTIUMES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1- 800 -424 -5555 AND THEN POTHOLING
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
CML ENGNEERNG, LAND PLANKING.
SURVEYING. ENVRONMENLAL SERVICES
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REPLACING ALL SURVEY MONUMENTATION THAT MAY BE A FECTED 81 CONSTRUC ION
ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504 -7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
C 'D ' R- 373�0 1
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REPLACING ALL SURVEY MONUMENTATION THAT MAY BE A FECTED 81 CONSTRUC ION
ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504 -7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
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431 RAINIER AVENUE SOUTH
RENTON. WA 98057
CIVIL. GENEPAL NOTES
FRED MEYER
FUELNG FACLITY
Permit No. U13001730
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Project d: 13245
Store #00459
Designed By:
CMT
Drown By:
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431 RAINIER AVENUE SOUTH
RENTON. WA 98057
CIVIL. GENEPAL NOTES
FRED MEYER
FUELNG FACLITY
Permit No. U13001730
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Project d: 13245
Store #00459
Designed By:
CMT
Drown By:
RDC
Checked By:
JH
Dole:
9.7.2012
Scale:
1 " =50'
Disk File:
13245-01-0
431 RAINIER AVENUE SOUTH
RENTON. WA 98057
CIVIL. GENEPAL NOTES
FRED MEYER
FUELNG FACLITY
Permit No. U13001730
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