HomeMy WebLinkAboutR-3940300
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THE AUTO SUPERSTORE
CARMAX Auto Super Stores, Inc.
Civil Permit Set
Renton, WA LUA15-000288
STORE 7252
PROJECT TEAM
OWNER
CIVIL ENGINEER
CARMAX AUTO SUPERSTORE WEST COAST
PACLAND
12800 TUCKAHOE CREEK PARKWAY
1505 WESTLAKE AVENUE N., SUITE 305
RICHMOND, VA 23238-1115
SEATTLE, WA 98109
PHONE: 804.747.0422
PHONE: 206.522.9510
FAX: 804.935.4547
FAX: 206.522.8344
CONTACT: LANCE MASON
CONTACT: BILL FORTUNATO, P.E.
ENTITLEMENTS CONSULTANT
SURVEYOR
CENTERPOINT INTEGRATED SOLUTIONS, LLC
KENT, WA 98032
1240 BERGEN PKWY, SUITE A-250
PACE ENGINEERS
EVERGREEN, CO 80439
11255 KIRKLAND WAY, SUITE 300
PHONE: 303.679.6975
KIRKLAND, WA 98033
FAX: 303.670.4172
PHONE: 425.827.2014
CONTACT: AMANDA STEINLE
FAX: 425.827.5043
425.430-7382
CONTACT: DAVE FULTON
ARCHITECT/ SITE PLANNER
CONTACT: ANN FOWLER
CONTACT: ANN FOWLER
GEOTECHNICAL ENGINEER
TERRY L. HERR, AIA ARCHITECT IN
Is
by.
ASSOCIATION WITH PIEPER, O'BRIEN, HERR ARCHITECTS
ZIPPER GEO ASSOCIATES, LLC
3000 ROYAL BLVD. SOUTH
19023 36TH AVENUE W., SUITE D
ALPHARETTA, GA 30022
LYNNWOOD, WA 98036
PHONE: 770.569.1706
425.582.9928
FAX: 770.569.1786
CONTACT: JAMES P. GEORGIS, L.E.G.
CONTACT: IAN HALSEY
LIST OF CONTACTS
U16003156
GENERAL NOTES
1. TOTAL CUSTOMER/EMPLOYEE PARKING SPACES: REQUIRED = 48 SPACES
PROVIDED = 348 SPACES
2. CUSTOMER/EMPLOYEE PARKING SPACE SIZE: REQUIREMENTS = 9'X20'
PROVIDED = 9'X20'
SITE PARCEL I.D. NOS:
INDUSTRIAL MEDIUM (IM):
1253600030
3. SITE ADDRESS = 3751 EAST VALLEY ROAD; RENTON, WA
4. TOTAL SITE ACREAGE = 12.28 ACRES
5. TOTAL DISTURBED ACREAGE = 10.81 ACRES
6. AREA BREAKDOWN: BUILDING
= 20,217 SF=
3.8%
PAVEMENT/IMPERVIOUS
= 357,732 SF=
66.9%
LANDSCAPE/GRASSED
= 129,618 SF =
24.2%
DETENTION PONDS
= 27,350 SF =
5.1%
TOTAL
= 534,917 SF =
100%
7. SITE LIES WITHIN FEMA REGULATORY ZONE A.
8. ALL VEHICLE LOADING AND UNLOADING IS TO OCCUR IN THE CARRIER LOADING
ZONE. ANY USE OF PUBLIC SPACE WILL REQUIRE PERMITTING WITH THE CIN OF
RENTON.
9. USE PERMITTED UNDER RMC 4-2-080 A.29
STORM DRAINAGE, SANITARY SEWER,
GAS
SITE PLANNING&ZONING
PUBLIC WORKS DEPARTMENT
& DOMESTIC WATER
11,138 SF
_
of tes8j,1�T2
PRESENTATION:
PUGET SOUND ENERGY
RENTON CITY HALL
RENTON CITY HALL
CITY OF RENTON
8001 S. 212TH ST.
PLANNING& COMMUNITY DEVELOPMENT
PUBLIC WORKS DEPARMTENT
PUBLIC WORKS DEPARMTENT
KENT, WA 98032
1055 S. GRADY WAY
1055 S. GRADY WAY
1055 S. GRADY WAY
405 SPACES
RENTON, WA 98057
RENTON, WA 98057
RENTON, WA 98057
POWER
425.430.6598
425.430-7382
425.430-7382
CONTACT: JILL DING
CONTACT: ANN FOWLER
CONTACT: ANN FOWLER
PUGET SOUND ENERGY
ADProved
Is
by.
6905 S. 228TH ST.
BUILDING DEPARTMENT
FIRE DEPARTMENT
KENT, WA 98032
CV -1.0
NOTES & INFORMATION SHEEr
RENTON CITY HALL
425.430.7024
BUILDING CODE OFFICIAL
CONTACT: COREY THOMAS
1055 S. GRADY WAY
RENTON, WA 98057
425.430.7290
CS -1.0
EXISTING CONDITIONS PLAND-1.0
CONTACT: CRAIG BURNELL
■■■■■■■■■■
L
"S(2)/M"
ANK
CLp
SALES
11,138 SF
_
of tes8j,1�T2
PRESENTATION:
2,022 SF
CAR WASH
, ,
�3�5
_
20,216 SF
PARKING SPACES
m.
s
Approved
Approved
by
by
SALES (9' WIDE)
405 SPACES
1505 Westlake Ave. N. T (2D6) 522-9510
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•y& P�18T6ggo .g
9yy ®
APProvad
by
Supe 305 F (206) 522-8344
AL 8F
Seattle. WA 98109 wxw.P4dxlo.ox�
mown
ADProved
Is
by.
CITY OF RENTON
_
Date---
Date--
Date---
Date--
NO.
ate-__Date__Date-_Date
NO.
REVISION
PROJECT DATA BOX ij
BUILDING PROTO DESIGNATION:
"S(2)/M"
AREA:
SALES
11,138 SF
SERVICE (M):
61137 SF
PRESENTATION:
2,022 SF
CAR WASH
919 SF
TOTAL:
20,216 SF
PARKING SPACES
CUSTOMER/EMPLOYEE (9' WIDE)
348 SPACES
SALES DISPLAY
SALES (9' WIDE)
405 SPACES
LEGAL DESCRIPTION
SEE SHEET CV -1.1 FOR LEGAL DESCRIPTION.
HEARING EXAMINER CONDITIONS OF APPROVAL
SEE SHEET CV -1.1 FOR HEARING EXAMINER CONDITIONS OF APPROVAL
SEPA MITIGATION CONDITIONS
SEE SHEET CV -1.1 FOR SEPA MITIGATION CONDITIONS.
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE NTH THE DESIGN INTENT.
THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE
NEW CONSTRUCTION SHOWN, BASED UPON AN AS -BUILT SURVEY PREPARED BY
INFORMED LAND SURVEY, DATED 9/5/17 AND 9/20/17. THIS DOCUMENT DOES
NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES
THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN
IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY
REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR AND SURVEYOR
PROVIDED RECORD INFORMATION.
PACLAND CERTIFICATION
BY VFF� DATE 47-1b- 7-7
1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT, DATED FEBRUARY 7, 2014s AND SUPPLEMENTAL GEOTECHNICAL DATA REPORT, DATED MAY 6, 2016, PREPARED BY ZIPPER GEO
NOTES: ASSOCIATES AND INCLUDED AS PART OF THE CONSTRUCTION DOCUMENTS.
1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. 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 OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 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 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REWIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.
5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN
ACCORDANCE WITH THE BID DOCUMENTS, SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES.
6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS.
AS NOTED »lml"' & CITY OF CA STORE NO. 7252 "i1/os/17
W" RENTON
-----
.� THE AUTO SUPERSTORE
� DATUM NOTES & INFORMATION w
WF Planning/Building/Public Works Dept. CV -1.O
BY DATE APPR WF � AS -BUILT w
R-394030 16 0 0 315 6
SHEET INDEX
■■■■■■■■■■
CV -1.0
NOTES & INFORMATION SHEEr
CS -1.0
EXISTING CONDITIONS PLAND-1.0
■■■■■■■■■■
DEMOLITION PLAN
D-1.1
EROSION CONTROL PLAN, PH. I
D-1.2
EROSION CONTROL PLAN, PH. 11
EROSION CONTROL DIFTAILSC-6.3
■■■■■■■■■■
EROSION CONTROL DIFTAILS
C-1.1
SITE DIMENSIONS PLAN
C-1.3
LIGHT POLE LOCATION PLAN
C-2.0
GRADING AND DRAINAGE PLAN
C-2.1
STORM DRAINAGE PROFILES
STORM DRAINAGE DETAILS
WATERD-2.1
NOTES& DETAILSC-B.2
■■■■■■■■■■
SITE DETAILS
SITE DETAILS
C-9.0
DETAILSC-B.1
SITE
■■■■■■■■■■
C-9.2
SITE DETAILS
L-1.0
LANDSCAPE PLAN
L-2.0
IRRIGATION PLAN
1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT, DATED FEBRUARY 7, 2014s AND SUPPLEMENTAL GEOTECHNICAL DATA REPORT, DATED MAY 6, 2016, PREPARED BY ZIPPER GEO
NOTES: ASSOCIATES AND INCLUDED AS PART OF THE CONSTRUCTION DOCUMENTS.
1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. 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 OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 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 WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REWIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.
5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN
ACCORDANCE WITH THE BID DOCUMENTS, SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES.
6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS.
AS NOTED »lml"' & CITY OF CA STORE NO. 7252 "i1/os/17
W" RENTON
-----
.� THE AUTO SUPERSTORE
� DATUM NOTES & INFORMATION w
WF Planning/Building/Public Works Dept. CV -1.O
BY DATE APPR WF � AS -BUILT w
R-394030 16 0 0 315 6