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GENERAL SITE NOTES:
1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY
STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO
COMMENCING WORK.
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. UTILITIES
OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR
INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE
SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE
SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY
HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO
LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS
ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE
CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE
CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE
THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL
REGULATIONS AND CODES.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR
TO CONSTRUCTION.
6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING
JURISDICTION. INSPECTION 0F PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE 0F THE
OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY
AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S).
CONTRACTOR SHALL PROVIDE ONE WEEK MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND
ENGINEER OF PRE -CONSTRUCTION MEETINGS.
8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST
OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND
TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND
METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY
OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,
AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF
WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC
AFFECTED.
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND
PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE
CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO
BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT.
12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL
FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES
PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC.
13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY
CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR
SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED
CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN
CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION
RELEASE PLAN SET.
PROPOSED
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LEGEND:
EXISTING
COVER SHEET
FOR
RENTON BROWN BEAR AUTO SENTRY ADDITION
NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
GEOTECHNICAL REPORT NOTES: CITY OF RENTON, KING COUNTY, WASHINGTON
1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE
SHALL BE CONSIDERED PART OF THESE CONSTRUCTION
DOCUMENTS:
SOILS REPORTS: GEOLOGIC HAZARD AREA REPORT
JOB NUMBER: 2032.01
DATE: 07/27/2018
PREPARED BY: ZIPPERGEO GEOPROFESSIONAL CONSULTANTS
19019 36TH AVE WEST, SUITE E
LYNNWOOD, WA 98036
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 THE ARCHITECT/ENGINEER FOR DETERMINATION.
4. A REPRESENTATIVE OF 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 RECOMMENDATIONS OF THE
SOILS INVESTIGATION AND THAT THE WORK WAS
PERFORMED TO HIS/HER SATISFACTION.
5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST
FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING
OR GRADING.
CURB
LUMINAIRE (LUM.)
PAINT STRIPE
YARD LIGHT
[� L
CONCRETE
POWER METER
p
POWER POLE
-0-
CONTOUR
432--
JUNCTION BOX (AS NOTED)
CATCH BASIN (CB)
❑
WATER
_ _ _ _ _ W _
STORM MANHOLE (SDMH)
STORM
---SD--
SANITARY SEWER MANHOLE (SSMH)
0
TYPE 1 CATCH BASIN
❑
CLEANOUT (AS NOTED)
0
GAS METER
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SANITARY
- - SS- -
GAS VALVE
SS MANHOLE
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WATER VALVE (WV)
G
FIRE HYDRANT(FH)
IQ
GAS
CONNECTION (FDC)
POWER OVERHEAD
P (OHS
WATER METER
w
POWER UNDERGROUND
-P (UG)-
SIGN
GRAVEL/SAND (AS NOTED)
DIRECTIONAL ARROW
G _
ASPHALT
BOLLARD
BUILDING LINE
CONIFEROUS TREE
WATER LINE
- W
OH/UG TEL. LINE
-T(xx)-
DECIDUOUS TREE
6
58'33"W 173.58'
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SHEET INDEX 'y
CIVIL: r
C1.0 - COVER SHEET
C2.0 - EXISTING CONDITIONS MAP
C3.0 - TESC AND DEMOLITION PLAN °
C3.1 - TESC NOTES AND DETAILS ° 0 \
C4.0 - GRADING AND DRAINAGE SITE PLAN
C5.0 - CONSTRUCTION DETAILS
C5.1 - CONSTRUCTION NOTES
ARCHITECTURAL:
A1.1 - AUTO -SENTRY CANOPY
A2.1 - AUTO -SENTRY CANOPY ELEVATIONS
A3.1 - TRASH ENCLOSURE
LANDSCAPING AND IRRIGATION:
L-1 - LANDSCAPE PLAN
L-2 - LANDSCAPE PLAN DETAILS
IR-1 - IRRIGATION PLAN
IR-2 - DRIP IRRIGATION SCHEDULE, NOTES AND DETAILS
PROJECT INFORMATION:
CALCULATED AREA:
21,913 +/- S.F. (0.50 AC +/-)
PROPERTY ADDRESS:
77 RAINIER AVENUE S RENTON, WA 98057
PARCEL NUMBER:
182305-9131
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/2011 PER CITY OF
RENTON. CITY OF RENTON CONTROL POINT NO. 884 WAS HELD FOR
POSITION, AND A LINE BETWEEN SAID POINT NO. 884 AND CONTROL
POINT NO. 205 WAS HELD FOR ROTATION, BEING SOUTH 88'00'59" EAST
AS OBSERVED USING RTK GPS IN CONJUNCTION WITH THE W.S.R.N.
(REFERENCE "EVERGREEN HARDIE SHORT PLAT K.C. REC. NO.
20060712900004)
VERTICAL DATUM:
LEGAL DESCRIPTION:
VERTICAL DATUM FOR THIS SURVEY IS NAVD88 PER KING COUNTY. KING
THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST,
COUNTY VERTICAL CONTROL POINT NO. R462 WAS HELD FOR ELEVATION,
WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON, DESCRIBED AS
BEING 40.55'(NAVD88).
FOLLOWS:
CITY OF RENTON VERTICAL CONTROL MONUMENT NO. 2120.
BEGINNING AT THE INTERSECTION OF A LINE DRAWN PARALLEL WITH AND
75 FEET WESTERLY, MEASURED RADIALLY FROM THE CENTERLINE OF
FLOOD ZONE INFORMATION:
PRIMARY STATE HIGHWAY NO. 5, SEATTLE TO RENTON, AND A LINE
DESIGNATION OF FLOOD ZONE IS SCALED PER FEMA FIRM MAP
DRAWN PARALLEL WITH 30 FEET NORTHEASTERLY, MEASURED AT RIGHT
NUMBER 53033CO977F EFFECTIVE MAY 16, 1995 AND DOWNLOADED
ANGLES FROM THE CENTERLINE OF FORMER PRIMARY STATE HIGHWAY
FROM FEMA MAP SERVICE CENTER WEBSITE (HTTP://MSC.FIE MA. GOV):
NO. 5, NOW 91ST PLACE SOUTH, ALSO KNOWN AS D.0 MITCHELL ROAD
AND HAYES PLACE;
ZONE X AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD
THENCE NORTHERLY ALONG SAID 75 FEET LINE A DISTANCE OF 250
PLAIN.
FEET;
THENCE SOUTH 81`55'00" WEST TO THE INTERSECTION WITH THE
EASTERLY MARGIN OF 91ST PLACE SOUTH;
THENCE SOUTHERLY ALONG THE EASTERLY MARGIN IS SAID 91ST PLACE
OWNER
CAR WASH ENTERPRISES, INC.
3977 LEARY WAY NORTHEAST
SEATTLE, WASHINGTON 98107
CONTACT. JOE GIUSEFFI
EMAIL: JOE.GIUSEFFI@BROWNBEAR.COM
SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: BRIAN GILLOOLY, P.L.S.
ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: CHRIS JENSEN, P.E.
ARCHITECT:
BARGHAUSEN CONSULTING
ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
TEL: (425) 251-6222
FAX: (425) 251-8782
CONTACT: DAN GOALWIN
GEOTECHICAL ENGINEER:
ZIPPERGEO GEOPROFESSIONAL CONSULTANTS
19019 36TH AVE WEST, SUITE E
LYNNWOOD, WA 98036
TEL: (425) 582-9928
CONTACT: JAMES GEORGIS
LANDSCAPE ARCHITECT:
BRADLEY DESIGN GROUP, INC.
455E ST HELENS AVE
TACOMA, WA 98402
TEL: (253) 272-4848
FAX: (253) 276-0132
CONTACT: KATHLEEN BRADLEY READER
RENTON, WASHINGTON
VICINITY MAP
SCALE = 1:200
MONUMENT PROTECTION NOTE:
CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO
CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT FEASIBLE. IF IT IS
NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY
THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040) AND BE FULLY RESPONSIBLE FOR OBTAINING
PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE,
DESTRUCTION, OR RELOCATION (WAC 332-120). APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND
SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES:
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
(206) 902-1190
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED THAT ARE
ABLE TO BE REPLACED, 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
REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR.
HORIZONTAL CONTROL NOTE:
CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY
OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY
A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY
(RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING
ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM
BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN
CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF
CONSTRUCTION.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
EXISTING UTILITIES 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 @ 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID
UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
SITE INFORMATION:
PROPOSED SURFACE AREAS
ONSITE NEW/REPLACED IMPERVIOUS AREA:
4,039
SF
(0.09 AC)
OFF -SITE NEW/REPLACED IMPERVIOUS AREA:
176
SF (0.00 AC)
UTILITY/MAINTENANCE IMPROVEMENTS:
1,608
SF
(0.04 AC)
NEW PERVIOUS/LANDSCAPE AREA:
2,078
SF
(0.05 AC)
REPLACED IMPERVIOUS SURFACE DEFINITION PER THE
2017 CITY
OF RENTON SURFACE WATER
DESIGN MANUAL: SS�4NA���'\\
"ANY EXISTING IMPERVIOUS SURFACE ON THE PROJECT SITE THAT IS PROPOSED TO BE
REMOVED AND RE-ESTABLISHED AS IMPERVIOUS SURFACE, EXCLUDING IMPERVIOUS SURFACE 6�
SOUTH, 310.26 FEET TO THE POINT OF BEGINNING. REMOVED FOR THE SOLE PURPOSE OF INSTALLING UTILITIES OR PERFORMING MAINTENANCE _ 4114 01
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON SURFACE WATER UTILITY ON UNDERGROUND INFRASTRUCTURE."
ESTIMATED EARTHWORK QUANTITIES:
CUT: 5 CY
FILL: 78 CY
NET: 73 CY (FILL) 0
AREA TO BE DISTURBED = 0.16 AC 0
EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL
CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM
INDEPENDENT ESTIMATE FOR BIDDING.
2 REVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISIONS PER CITY COMMENTS
NO. REVISION
LRH
CMS 6/18/20 CRJ LRH
LRH 3/19/20 CRJ oKouEoe AEM
BY DATE APPR CRJ
jfarah 07/15/2020
Barghausen
Know what's below. Consulting Engineers, Inc.
Call before you dig. 18215 72nd Avenue South
Dial 811 Kent, WA 98032
425.251.6222 barghausen.com
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RENTON
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING REGIONAL FIRE AUTHORITY �N*o
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Angelea Weihs 07/23/2019 Ann Fowler 07/15/2020
COVER SHEET
FOR
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057
/10/2020
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LEGAL DESCRIPTION:
THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
COUNTY WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF A LINE DRAWN PARALLEL WITH AND 75 FEET WESTERLY, MEASURED
RADIALLY FROM THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5, SEATTLE TO RENTON, AND A LINE
DRAWN PARALLEL WITH 30 FEET NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF
FORMER PRIMARY STATE HIGHWAY NO, 5, NOW 91ST PLACE SOUTH, ALSO KNOWN AS D.0 MITCHELL ROADAND
HAYES PLACE;
THENCE NORTHERLY ALONG SAID 75 FEET LINE A DISTANCE OF 250 FEET;
THENCE SOUTH 81'55'00"WEST TO THE INTERSECTION WITH THE EASTERLY MARGIN OF 91ST PLACE SOUTH;
THENCE SOUTHERLY ALONG THE EASTERLY MARGIN IS SAID 91ST PLACE SOUTH, 310.26 FEET TO THE POINT
OF BEGINNING.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
TITLE INSURANCE:
ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE INSURANCE
COMPANY COMMITMENT NO. 191735-SC, DATED MAY 14, 2019 AT 12:OOAM, INCLUDING APPURTENANT
EASEMENTS AND ADJOINING DEEDS FOR UNPLATTED LOTS, IF ANY. IN PREPARING THIS MAP, BARGHAUSEN
CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN
CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER
THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED CHICAGO TITLE INSURANCE
COMPANY COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON CHICAGO TITLE
INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND
THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS
TO THAT EXTENT.
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/2011 PER CITY OF RENTON. CITY OF RENTON CONTROL
POINT NO. 884 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 884 AND CONTROL POINT
NO. 205 WAS HELD FOR ROTATION, BEING SOUTH 88'00'59" EAST AS OBSERVED USING RTK GPS IN
CONJUNCTION WITH THE W.S.R.N. (REFERENCE "EVERGREEN HARDIE SHORT PLAT K.C. REC. NO.
20060712900004)
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SURVEY IS NAVD88 PER KING COUNTY. KING COUNTY VERTICAL CONTROL POINT
NO. R462 WAS HELD FOR ELEVATION, BEING 40.55'(NAVD88)
LOT AREA:
21,913 +/- S.F. (0.50 AC +/-)
ADDRESS:
103 RAINIER AVE S, RENTON, WA 98057
TAX PARCEL NUMBER:
182305-9131
DATE OF SURVEY:
THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MAY 1, 2019. ALL
SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN MAY OF 2019.
SURVEYOR'S NOTES:
• ALL DISTANCES SHOWN HEREON ARE GROUND MEASUREMENTS IN U.S. SURVEY FEET.
• THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY, AND DON'T
PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. NO
GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED.
• UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION,
MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION,
NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE
VERIFIED.
• THE LEGAL DESCRIPTION AND SPECIAL EXCEPTIONS SHOWN HEREON ARE PER THE ABOVE REFERENCED
TITLE REPORT UNLESS OTHERWISE NOTED.
• THIS SURVEY HAS DEPICTED ALL VISIBLE OCCUPATIONAL INDICATORS (IE. FENCE LINES, BUILDINGS,
WALLS, ETC. - SEE MAP FOR PARTICULARS) PER W.A.C. 332-130. LINES OF OCCUPATION, AS
DEPICTED, MAY INDICATE AREAS OF POTENTIAL CLAIMS OF UNWRITTEN OWNERSHIP. THIS SURVEY HAS
ONLY DEPICTED THE RELATIONSHIP BETWEEN LINES OF OCCUPATION AND DEEDED LINES OF RECORD. NO
RESOLUTION OF OWNERSHIP BASED ON UNWRITTEN RIGHTS HAS BEEN MADE BY THIS SURVEY OR BY
ANY PERSONNEL OF BARGHAUSEN CONSULTING ENGINEERS, INC.
• THIS IS A FIELD TRAVERSE SURVEY. SPECTRA PRECISION FOCUS 30, TOPCON GR5 GPS AND SPECTRA
PRECISION RANGER DATA COLLECTOR WAS USED TO MEASURE THE ANGULAR AND DISTANCE
RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE
TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN W.A.C. 332-130-090. ALL INSTRUMENTS AND
EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS
AND USED BY APPROPRIATELY TRAINED PERSONNEL.
SPECIAL EXCEPTIONS:
(PER ABOVE REFERENCED TITLE REPORT)
1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES
ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING,
DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL
PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY
GRANTOR: STATE OF WASHINGTON
RECORDING NO.: 5956425
RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO
ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR
OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM
THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED.
(NOT SURVEY RELATED)
2. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING
ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE,
COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP,
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL
LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS
SET FORTH ON SURVEY:
RECORDING NO: 9310209004
(SHOWN HEREON) DOCUMENT DEPICTS LOT CONFIGURATION AND SURROUNDING ROADS.
3. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING
ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE,
COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP,
NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL
LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS
SET FORTH ON DECLARATION OF LOT COMBINATION LLC 18-000287-LC:
RECORDING NO: 20180629000436
(SHOWN HEREON) DOCUMENT DEPICTS CURRENT LOT CONFIGURATION
RENTO,
ss
.fs
\ , ss \
\ 52.55
52.3�
`\\�Sn
m.\\\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
EXISTING CONDITIONS MAP
FOR
►ROWN BEAR AUTO SENTRY .
NE QUARTER OF SECTION 187 TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
SSMH
RIM=49.81'
4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID
ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT
INCLUDE INTEREST AND PENALTIES):
YEAR: 2019
TAX ACCOUNT NO.: 182305-9131
LEVY CODE: 2100
ASSESSED VALUE -LAND: $368,000.00
ASSESSED VALUE -IMPROVEMENTS: $428,600.00
GENERAL AND SPECIAL TAXES
BILLED: $9,032.35
PAID: $4,516.18
UNPAID: $4,516.17
(NOT SURVEY RELATED)
5. PURCHASE OPTION AND RIGHT OF FIRST REFUSAL AND THE TERMS AND CONDITIONS THEREOF:
GRANTED TO: CHEVRON U.S.A., INC., A PENNSYLVANIA CORPORATION
RECORDING DATE:
JULY 25, 2007
RECORDING NO.:
20070725000865
(NOT SURVEY RELATED)
6. A DEED OF TRUST TO SECURE
AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW,
AMOUNT:
$25,000,000.00
DATE:
MARCH 31, 2008
TRUSTOR/GRANTOR:
CAR WASH ENTERPRISES, INC., A WASHINGTON CORPORATION
TRUSTEE:
PRLAP, INC.
BENEFICIARY:
BANK OF AMERICA, N.A.
RECORDING DATE:
MAY 23, 2008
RECORDING NO.:
20080523001534
AFFECTS:
INCLUDES OTHER PROPERTY
FOR INFORMATIONAL PURPOSES ONLY:
THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE
RECORDED, PER AMENDED RCW 65.04.045. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE
FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT:
PORTION SECTION 18-23-5, RENTON LOT LINE ELIMINATION LUA18-000287
TAX ACCOUNT NO.: 182305-9131-01
THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION
AND THE PUBLIC RECORDS. ALL PARTIES MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE DESCRIPTION
DOES NOT CONFORM TO THEIR EXPECTATIONS
(NOT SURVEY RELATED)
SURVEYOR'S CERTIFICATION:
TO: CAR WASH ENTERPRISES, INC., A WASHINGTON CORPORATION
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE
WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED
AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 5, 7(A), 7(B)(1), 7(C), 8, 9, 11, 13, 16 AND 18 OF
TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON MAY 1, 2019.
DATE OF PLAT OR MAP: MAY 6, 2019
MAY 29, 2019
R. L. HILLEBRAND, P.L.S. DATE
WASHINGTON REGISTRATION NO. 37530
2 IREVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISI❑NS PER CITY COMMENTS
NO.
REVISION
POWER \
VAULT
6" PVC CULV WSW
=52.29'
12" CNC CULV WSW
= 52.34'
POWER
VAULT
SSMH
RIM=51.78'
8" DI NW IE=44.63'
8" DI SE IE=44.40'
CMS 6/18/20
LRH 3/19/20
BY I DATE
SDMH T2 °s
!
RIM=43.60' : fie. a
1'
4 s
8" CNC W IE=39.73' 51.31
18" CNC E IE=38.13' .33
8" CNC SW IE=39.98' 47
12" CNC S IE=39.30' O
ss\
UER
SDMH
ssf`
RIM=44.55'
8" CNC N IE=42.33'
\
.
s"
12" CNC N IE= SIGN
3.84
4.48
12" CNC NW IE=40.93' \
8" CNC SW IE=40.83'
4
8" CNC S IE=41.68'
8" CNC S IE=41.02' CB STD GIRT T1
6.,
RIM=43.64'
4
8" CNC NE IE=41.72'
SSMH
RIM=44.36' UNKN N
50 6
8" DI NW IE=38.38' VA T
, }1
8" DI S IE=38.26'
IpH
TEL JB X
6.. .2
CB STD GIRT T1
RIM=44.66'
N
6" DI SE IE=43.73'
\
-SS ASS
SS
�O
SS
SSMH
ss
j-45.50 `�'44,
RIM=47.54'
ss-s�ssl.
8" DI SE IE=41.90'
8" DI NW IE=42.01' CB STD GIRT
LRH
CRJ LRH
CRJ aKo�o� AEM
APPR CRJ
T1
RIM=44.66'
6" CNC NW IE=42.99'
6" CNC W IE=42.86'
6" CNC NE IE=42.99'
Know what's below.
Call before you dig.
Dial 811
1�=30'
*aOt"
a ftaam AccommIr
x�R
SSMH
RIM=37.62'
12" DI N IE=30.40'
3764 8" DI SW IE=30.53'
8" DI E IE=30.12'
3738 SIGN
.55 1°
.36 HYDRANT
36.65
3.
SSMH
RIM=38.56'
8" DI W IE=28.71'
10 12" PVC E IE=28.26'
- SS - 8" PVC S IE=28.86'
CB STD GIRT
7.55 RIM=37.19'
.593fi�" CNC E IE=35.62'
635 (TO CHANNEL)
.37
16
TEL JBOX
UNKNOWN
VAULT
LOT LIGHT
(TYP) �_ 39.14
CB STD GIRT T1
RIM=36.74'
8 CNC E IE=35.09'
56
CNC S IE=35.09'
0
CB STD GIRT T1
RIM=38.79'
6" CNC N IE=37.18'
4,.',�4 QC W IE=37.23'
43.23
CB STD GIRT T1
RIM=41.58'
8" CNC E IE=40.12'
(TO CHANNEL)
-TEL RISER
44(DESTROYED)
CAN
- BUS
453s TOP
WATER
i METER
'•`�,ii,
UNKNOWN VAULT
46.23
TEL RISER
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
vR CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
(NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP)
&�
SURVEY MONUMENT (AS NOTED)
SECTION CORNER (AS NOTED)
•
SET REBAR/CAP (LS#45789)
0
FOUND REBAR/CAP (AS NOTED)
❑
SET 2"X2" HUB/TACK LINE STAKE
MAG/WASHER OR LEAD/TACK (AS NOTED)
BENCHMARK
LUMINAIRE (LUM.)
*0
YARD LIGHT
0
ORNAMENTAL LIGHT
o 14�
TRAFFIC SIGNAL LIGHTS
POWER METER
-0-
POWER POLE
®
JUNCTION BOX (AS NOTED)
®
TELEPHONE MANHOLE
❑
CATCH BASIN (CB)
®
STORM MANHOLE (SDMH)
O
SANITARY SEWER MANHOLE (SSMH)
o
CLEANOUT (AS NOTED)
FGAS
METER
V
GAS VALVE
�Dv4y
pQ
WATER VALVE (WV)
Ir
FAUCET
FIRE HYDRANT(FH) / CONNECTION(FDC)
®
WATER MANHOLE
®
WATER METER
BLOW -OFF / AIRVAC
MONITOR WELL
SIGN
1>
IRRIGATION SPRINKLER
DIRECTIONAL ARROW
(
HANDICAP
x
CHAIN LINK FENCE
ii
WOOD FENCE
❑
HOGWIRE FENCE
-***
SILT FENCE
p
METAL/IRON FENCE
GUARD RAIL/CABLE FENCE
- w - w -
WATER LINE
-G-G-
GAS LINE
STEAM-
STEAM LINE
T(xx)
TELEPHONE LINE (OH) OR (UG)
-P(xx)-
POWER LINE (OH) OR (UG)
-SD -
STORM LINE
- SS
SEWER LINE
C:mC3a
ROCKERY
CIE=
KEYSTONE WALL
O
DECIDUOUS TREE
CONIFEROUS TREE
TREE DRIPLINE
°a a
CONCRETE
GRAVEL/SAND (AS NOTED)
ASPHALT
LL /�
BUILDING LINE
ABBREVIATIONS
(R#)
REFERENCE SURVEYS
(OH)
OVERHEAD
(UG)
UNDERGROUND
(TYP)
TYPICAL
(C)
CALCULATED
(M)
MEASURED
REFERENCE SURVEYS
EVERGREEN HARDIE AVENUE SHORT PLAT K.C. REC. NO. 90060712900004
RECORD OF SURVEY K.0 REC. NO. 931020900
RECORD OF SURVEY K.0 REC. NO. 8202189010
R - 411401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 7/15/2020
CURRENT PLANNING
4ngelea Weihs 07/23/2019
1/10/2020
EXISTING CONDITIONS MAP nkerAft
FOR mm
BROWN BEAR CARWASH °'""m''
77 RAINIER AVE S
RENTON, WA 98057 sat C2.0°" 7
:l
T - DEMOLITION CALLOUTS:
1 1. DEMOLISH EXISTING ON -SITE CONCRETE AND/OR ASPHALT AND DISPOSE OF
O OFFSITE.
qt 2. DEMOLISH EXISTING FUEL CANOPY, FUEL DISPENSERS, FUEL ISLANDS, AND
Q 1 APPURTENANCES AND DISPOSE OF OFFSITE (TYPICAL).
W 3. DEMOLISH EXISTING UNDERGROUND STORAGE TANK (UST) AND FUEL DISPENSER
H CONCRETE SLAB AND DISPOSE OFFSITE.TANKS SHOULD BE DECOMMISSIONED,
REMOVED AND DISPOSED OF PER APPLICABLE DEPARTMENT OF ECOLOGY AND
CITY OF RENTON/KING COUNTY REQUIREMENTS. SEE DEEP EXCAVATION NOTE
THIS SHEET.
4. CONTRACTOR TO PROVIDE SEPARATE SHORING PERMIT AND DESIGN AS
NECESSARY TO REMOVE EXISTING UST SYSTEM. PER GEOTECH REPORT, VISUAL
MONITORING OF TANK EXCAVATION IS RECOMMENDED AND TEMPORARY SHORING
IS IMPLEMENTED UPON OBSERVATION OF UNSTABLE SLOPES.
5. REMOVE EXISTING CHANNELIZATION MARKERS (TYPICAL) AND DISPOSE OFFSITE.
6. CONTRACTOR TO COORDINATE RELOCATION AND PROTECTION OF EXISTING BEAR
STATUES WITH OWNER PRIOR TO DEMOLITION.
7. REMOVE EXISTING ONSITE CURB AND DISPOSE OFFSITE.
8. PROTECT EXISTING CURB TO REMAIN.
9. EXISTING CARWASH TO REMAIN AND BE PROTECTED.
10. APPROXIMATE SAWCUT LIMITS (TYPICAL).
11. CONTRACTOR TO OBTAIN PERMITS AS NECESSARY TO REMOVE EXISTING
OIL/WATER SEPARATOR AND DISPOSE OFFSITE.
12. REMOVE EXISTING CATCH BASIN AND DISPOSE OFFSITE. PLUG EXISTING STORM
DRAIN. EXISTING STORM DRAIN TO REMAIN AND BE PROTECTED.
13. CONFIRM EXTENTS OF EXISTING UNDERGROUND POWER REMOVAL. CONTRACTOR
TO CONFIRM POWER SERVICE TO NEW LOT LIGHTS, AND AUTO SENTRY
STRUCTURE PRIOR TO CONSTRUCTION. CONSULT OWNER FOR ELECTRICAL
DESIGN AND CONDUIT ROUTING PRIOR TO CONSTRUCTION.
14. REMOVE EXISTING FENCE AND DISPOSE OFFSITE.
15. REMOVE EXISTING LIGHT AND DISPOSE OFF -SITE.
16. PROTECT EXISTING LIGHT TO REMAIN.
17. PROTECT EXISTING VAC STATIONS TO REMAIN.
18. REMOVE EXISTING OFF -SITE ASPHALT. CONTRACTOR TO CONFIRM SEPARATE
ROW PERMIT FOR WORK OFF -SITE AS NECESSARY.
19. PROTECT EXISTING ASPHALT/CONCRETE PAVEMENT TO REMAIN.
20. PROTECT EXISTING TREE TO REMAIN. CONTRACTOR TO INSTALL PERIMETER
PROTECTION AROUND EXISTING TREES FOR DURATION OF PROJECT.
21. REMOVE EXISTING SIGN AND APPURTENANCES AND DISPOSE OFF -SITE.
22. PROTECT EXISTING STORM PIPE TO REMAIN.
23. ABANDON EXISTING STORM PIPE TO EXTENTS SHOWN. SEE C4.0 FOR LOCATION
OF PROPOSED STORM PIPE.
24. PROTECT EXISTING CATCH BASIN TO REMAIN.
SEDIMENT CONTROL NOTE:
CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL BMP'S TO ENSURE
THAT THE SITE CONTAINS ALL SURFACE STORM WATER RUNOFF AND SEDIMENT. THE
PROPERTY SHALL BE BOUND BY SILT FENCE AS NECESSARY. ADDITIONAL TESC
CONTROL MAY BE REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS ONLY
THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM WATER. CONTRACTOR MAY BE
REQUIRED TO MODIFY OR IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT
CONSTRUCTION.
0
UTILITY CONFLICT NOTE:
U
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,
Q AND DEPTH OF ALL EXISTING UTILITIES 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 @ 811 AND
o THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS
OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED
7, PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
CO THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO
3 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
z
w TESC/DEMO LEGEND:
co
0
N
0,
Cm
CATCH BASIN PROTECTION
i
�
PERIMETER PROTECTION
CN
LIMITS OF DISTURBANCE
0
0
o
---------------------- SAWCUT LINE
a
CONSTRUCTION FENCE
TESC AND DEMOLITION PLAN
FOR
RENTON BROWN BEAR AUTO SENTRY ADDITION
NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
3 1p
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O TESC CALLOUTS' ° \ \ \ I �'` �' a C I '
1. TEMPORARY CONSTRUCTION FENCE 6' HIGH CHAIN LINK OR °:..I
SIMILAR). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH °' ° L 0 \ ° °•
OWNER. SEE DETAIL 3/C3.1. \ \\\ \ °
-i
2. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH
LOCKING DEVICE). FIELD VERIFY AND CONFIRM EXACT LOCATION \ \
O
WITH OWNER.
3. CONTRACTOR TO INSTALL PERIMETER PROTECTION (TEMPORARY \ 1 \ ss\ss \\ \\
SILT FENCE - MIRAFI 10OX, OR EQUIVALENT) AROUND \ \ \ \Ln
PERIMETER OF SITE AS REQUIRED PER COR STANDARD PLAN \1 GJ
216.30 TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, \ °
AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 1 /C3.1.
N
\ ss \ \ \ \ \ \ ArGCJ \ 1
4. CONTRACTOR TO INSTALL M D STORRAIN INLET PROTECTION AT C
ss \ \\
ALL CATCH BASIN INLET LOCATIONS AS REQUIRED PER COR \ GCJ \
STANDARD PLAN 214.00 TO PREVENT TO PREVENT SILT -LADEN \ss
WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS
DIRECTED BY CITY INSPECTOR. SEE DETAIL 2/C3.1. \ ss h
5. CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA s
FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. \ \ \Ss
AREA SHALL BE USED TO FUEL EQUIPMENT AND TEMPORARY \ ��
STORAGE OF FUEL. CONTRACTOR SHALL KEEP SPILL KITS
ON -HAND IN CASE OF EMERGENCY. ADJUST SIZE AND LOCATION \ ss
OF AREA AS NEEDED DURING CONSTRUCTION. \ \Ss
6. APPROXIMATE LIMITS OF DISTURBANCE.
CONCRETE TO BE REMOVED
ASPHALT TO BE REMOVED
CURB TO BE REMOVED
UTILITY NOTE:
ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN UNDISTURBED UNLESS
OTHERWISE SHOWN. ALL CLEANOUTS AND OTHER UTILITIES WITHIN REPLACED ASPHALT
OR CONCRETE TO BE RAISED TO FINISHED GRADE.
2 REVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISIONS PER CITY COMMENTS
NO. REVISION
LRH
pow
CMS 6/18/20 CRJ LRH
LRH 3/19/20 CRJ * ook AEM
BY DATE APPR CRJ
:: l
2
d= �
R=56 .
L=2 .01'
4
1 I 0
a
\ ✓ i 42
e J O
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Dial 811
1"=20'
*a dem
Y UNU I=
ifW*Ado•
am Ilpgl�grQ�r
1
I
1
1
DEMOLITION PERMIT:
A DEMOLITION PERMIT FROM THE DEPARTMENT OF
ECOLOGY SHALL BE REQUIRED FOR THIS PROJECT.
EROSION CONTROL NOTES:
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO
FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS
WHEN RAIN IS IMMINENT.
2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY HAVING
JURISDICTION AFTER EACH RUN-OFF PRODUCING RAINFALL.
3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
AS MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH
MAY ARISE.
4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION
BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND
MAINTAINED.
5. CONTRACTOR TO IMPLEMENT SLOPE STABILIZATION MEASURES AS NECESSARY
FOR EXPOSED SLOPES DURING CONSTRUCTION.
DEMOLITION NOTES:
1. ALL PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE LIMITS OF
DISTURBANCE SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE
PLANS.
2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY
COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND/OR
RELOCATION OF EXISTING SERVICE AS NECESSARY.
3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND
CONSTRUCTION APPROVALS HAVE BEEN OBTAINED PRIOR TO COMMENCING
WORK.
4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT AND/OR
LANDSCAPING DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY.
5. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF
IMPROVEMENTS, FIELD VERIFY AND CONFIRM LIMITS OF DEMOLITION AS WELL
AS EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN.
CONSTRUCTION SEQUENCE:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A
PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE APPLICANT,
APPLICANT'S CONSTRUCTION REPRESENTATIVE, AND THE CITY OF RENTON.
2. POTHOLE / UTILITY LOCATES.
3. FLAG CLEARING LIMITS.
4. INSTALL DESIGNATED CONSTRUCTION ENTRANCE AS NEEDED.
5. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN.
6. INSTALL ONSITE/OFFSITE CATCH BASIN PROTECTION.
' 7. POTHOLE EX. UTILITIES FOR VERTICAL AND HORIZONTAL LOCATIONS
' 8. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED.
9. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF -SITE, OF ALL SEDIMENT AND
DEBRIS AFTER CONSTRUCTION.
10. REMOVE TEMPORARY EROSION CONTROL MEASURES WHEN SITE IS
COMPLETELY STABILIZED.
DEEP EXCAVATION NOTE:
TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS. TANK EXCAVATIONS
THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED SEPARATELY
AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
CITY OF
RENTON
Planning/Building/Public Works Dept.
G ��SW�EN
p 47671
�`FS FC I S i
ro II`L
R-411401.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` ••
-r
Scott Warlick 7/15/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
1 /10/2020
FOR mm
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057 I`t C3.d' 7
.,
0
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0
0
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/
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED -
FILTER FABRIC
00
TESC NOTES AND DETAILS to
N
FOR �
RENTON BROWN BEAR AUTO SENTRY ADDITION 0
N
NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. U
2' MIN.
--i�------------I�-- I �'
6' MAX.
12"MIN.
POST SPACING MAY BE INCREASED I
TO 8' IF WIRE BACKING IS USED I I 4"x4"MIN. TRENCH
BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4" TO 1-1/2" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT (TYP.)
NOTES:
1. CONDITIONS OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC' MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30 % MAX. (WOVEN
ULTRAVIOLET RESISTANCE (ASTM D4355)
70 % MIN.
STANDARD STRENGTWFABRIC REQUIRES WIRE BACKING TO INCREASE THE-STRENI� III TH�FENCE. WIRE BACWNG OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER PENCE
2.3 WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V'
ZA* IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY IMUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS 11607HE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS<<REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH:
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
PUBLIC WORKS
STD. PLAN - 214.00
UR
PRo D
DEPARTMENT SILT FENCE GAZ 9/28/2018
Public Works Administrator DATE
SILT FENCE
c3.1 SCALE: NOT TO SCALE
4 C /mll ^ M ! Al %IAKII rPM
\.VIV -INt- i L ULV\,F\
MIN 80 LBS
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IN
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AROUND ENTIRE FENCE PANEL
TEMPORARY CONSTRUCTION FENCE
SCALE: NOT TO SCALE
CITY OF RENTON, KING COUNTY, WASHINGTON
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DRAINAGE GRATE
GRATEFRAME
C=
SEDIMENT AND DEBRIS
FILTERED
WATER -
SECTION V-MW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN)
BELOW INLET GRATE DEVICE
5" MAX.
TRIM
OVERFLOW BYPASS
1
BELOW INLET GRATE DEVICE
RETRIEVAL SYSTEM�(TY�)1
OVERFLOW BYPASS (TYP.)
ISOMETRIC VIEW
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS, WI-
DO-OPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
Si,i 17HE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
8' THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 216"30
moo,® PUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018
Public Works Administraor DATE
2 IREVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISIONS PER CITY COMMENTS
NO.
REVISION
2 CATCH BASIN INSERT
C3.1 SCALE: NOT TO SCALE
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLANS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET -WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TR4LCKVSHALL BE PERFORMED OFF -SITE -OR IN DESIGNATED -CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES..BN-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAN4.�LEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES"OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION,
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO,SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 268.00
• UBLIC WORKS EROSION AND SEDIMENT CONTROL PPR
PRI DEPARTMENT GAZ 9/28/2018
STANDARD PLAN NOTES
PO4C Works Administrator DATE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Barghausen DEVELOPMENT ENGINEERING ` }
Consulting Engineers, Inc. Scott Warlick 7/15/2020
18215 72nd Avenue South
Kent, WA98032 CURRENT PLANNING
425.251.6222 barghausen.com Angelea Weihs 07/23/2019 07
.08mrX00110„I AOF%k1 /10/2020
CITY OF nhoomw
RENTON FOR
BROWN BEAR CARWASH
Planning/Building/Public Works Dept. 77 RAINIER AVE S
RENTON, WA 98057c3.�'� 7
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SANITARY SEWER
TABLE
SSCB # 1, W/ TRAFFIC RATED LID
W/ VERTICAL TEE FOR OIL/WATER SEPARATION
RIM = 39.36
IE=36.86 (6.00" OUT SE)
CATCH BASIN
GRADING AND DRAINAGE SITE PLAN
FOR
RENTON BROWN BEAR AUTO SENTRY ADDITION
01 MEASUREMENT FROM NORTHEAST PROPERTY CORNER TO NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.
CENTER OF THE NORTH EASTERN CANOPY COLUMN. CANOPY CITY OF RENTON, KING COUNTY, WASHINGTON
AS SHOWN IS PARALLEL TO NORTH PROPERTY LINE.
TABLE
CB #1, TYPE 1, W/STANDARD GRATE
RIM = 37.11
IE=34.61 (8" E)
IE=34.61 (6" SE) A
CB #2, TYPE 1, W/ SOLID LOCKING TRAFFIC RATED LID
RIM = 38.16
IE=35.78 (6" NW)
IE=35.78± ME (6" S) �1 I
•`..�+•.••:� :. \ \o I:.� % 38.67 8 \
0.8 0 1 38.7
•••�•••.•.'.'. 38.80' 38.56 38.45± ME
38.89
\ 9.39 TP `39.50 •. .•••. -. . \ 1
\• `::•�:•.._�. .••••. G� \ 0 •` 39.39 .:.'.;y' % `••.•:•:.•.:.�. 38.58 35.19'
••.•.3$. • .`. '` col
\ 39.39• .�SSCB 1 i 38.42± ME
\ ••.. �G 39.47' :. .:.'.'. .••-+.�_ �••-.•••• 39.50 •'39.40'••.:' I
\\ \ `-•:•+..••• \ . .O'�,� .•+'. .•. . . ��:. .� ; 2 37.29± ME
39.12 37.20± ME
450
DRAINAGE STRUCTURE NOTES \ ` o�., .. •. • • •.... •. • .. ` , 39.29 2 LF 8 DI SD @ 0.50% 4
- • -
1. PROPOSED CATCH BASIN. PROPOSED CONNECTION \ �P. �' �`:- . 39.87 o�g ' '
TO EXISTING STROM LINE. CONTRACTOR SHALL \ . q p� - _� 39.60 2 LF �8" DI SD @ 0.50% 2 37.16±
PROVIDE FITTING/ADAPTERS AS NECESSARY TO \ �G .��`� -`-` -• '• 0.0 01,�iCB 1MAKE CONNECTION AS SHOWN. IT MAY BE..�'�0 39.49 ,i o
00
NECESSARY TO ADJUST POINT OF CONNECTION TO v\ \`, G�S� 39.92± ME �. • • • • 6 `� 39.60 f '
EXISTING STORM. NOTIFY BARGHAUSEN CONSULTING \ O��\ ` 40.16 �. ��° 37.11
3 1
ENGINEERS OF ANY DISCREPANCIES AND/OR \
DEVIATIONS FROM WHAT IS SHOWN. \ \ p
39.87
2. FUELING AREA OIL/WATER SEPARATOR PER CITY O '
MEASUREMENT FROM NORTHEAST PROPERTY CORNER TO
CENTER OF THE NORTH WESTERN CANOPY COLUMN. CANOPY 80.15
AS SHOWN IS PARALLEL TO NORTH PROPERTY LINE. I / g8.15' 6) 14
�.. -.
PROPERTY LINE
C�lggg38'33 _ 350'-` :•`_i.-• . .`.`.'-` . . . . . . :.i.:.`.+ •.-. .-.f"`.'-��•-.'.
-•--. ct°r.. . . . . . • . .
. ..•... - .-... -.•+• . . . 16
r �•\.-:.•�.-.�-. •W- :�•:.,,-+•.- ••.•_ •-. .••-.--•. .`..�` ` .'+ -ME ., .. v"3'9'.. 4 I.. �.'�. U: -0.8`. . 11 Q:N.•�.o..I
38.53± ME
. .. .. ...-
. . . . . .•. . . . . . . . . ... . 39.13.' - i7
•' '•-._.:.'_
... . . .�;_......`.'.'. .......
:.:::�T�412
39.20± N 10 .93. . %. . . . . II I 11 �0
•-•.••-`-•-•.•••-'� 38.90 I
. ; 7 9.10 3 .22 Tm
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18
13' . .-. \
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T-CONSTRUCTION NOTES SITE PLAN
1. EXISTING BROWN BEAR CAR WASH WITH EMPLOYEE OFFICE.
2. NEW TRASH ENCLOSURE WITH CONCRETE PAD TO SURFACE FLOW.
ENCLOSURE TO BE COVERED PER CORMC TITLE IV. 4-4-090.
CONTRACTOR TO INSTALL CATCH BASIN AND ROUTE TO EXISTING
SIDE SEWER. SEE ARCHITECTURAL PLANS FOR DETAILS. PAVEMENT
I
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SECTION PER DETAIL 7/C5.0.
I
3.
PARKING STALL MARKINGS SHALL BE 4" WIDE WHITE TRAFFIC
PAINTED STRIPES (TYPICAL).
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4.
NEW ACCESSIBLE PAVEMENT MARKINGS PER DETAIL 1/C5.0.
'
voted I
5.
NEW ACCESSIBLE SYMBOL PER DETAIL 2/C5.0.
i6.
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NEW ACCESSIBLE AND "NO PARKING" SIGN PER DETAIL 3/C5.0.
o
7.
NEW ON -SITE BARRIER CURB PER DETAIL 4/C5.0.
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8.
NEW ON -SITE CURB AND GUTTER PER DETAIL 6/C5.0.
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9.
NEW ASPHALT PAVEMENT PER DETAIL 9/C5.0.
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10.
NEW CONCRETE SLAB UNDER AUTO -SENTRY. PAVEMENT SECTION
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PER DETAIL 7/C5.0.
P(UG) o - PiUG)
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11.
NEW AUTO SENTRY PAY STATIONS. CURBING TO BE LESS THAN 9".
I
SEE ARCHITECTURAL PLANS.
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12.
NEW AUTO SENTRY CANOPY. SEE ARCHITECTURAL PLANS FOR
DETAILS.
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13.
NEW LANDSCAPING. SEE LANDSCAPING PLANS FOR DETAILS.
ItA
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CONTRACTOR TO GRADE LANDSCAPING AREAS TO PROMOTE POSITIVE
d
9
m
DRAINAGE. THE SOIL AMENDMENT BMP PER C.2.13 OF THE
CORSWDM SHALL BE IMPLEMENTED IN ALL LANDSCAPED AREAS
I
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ON -SITE.
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14.
NEW LOCATION OF BEAR STATUES. CONTRACTOR TO CONFIRM FINAL
' I
LOCATION WITH OWNER PRIOR TO CONSTRUCTION.
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15.
EXISTING LOT LIGHT.
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16.
EXISTING CURB TO REMAIN.
/
17.
NEW "EMPLOYEE PARKING ONLY" SIGN PER DETAIL 8/C5.0.
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18.
SAWCUT LINE.
RIM=37.62'
12" DI N IE=30.40'
EXISTING STORM PIPE TO BE 8" DI SW IE=30.53'
CAPPED AND ABANDONED TO 8" DI E IE=30.12'
FACILITATE PROPOSED STORM '
NETWORK IMPROVEMENTS. ,
CONTRACTOR TO PROVIDE
OF RENTON STANDARD DETAIL 240.10. SEE DETAIL \ \ NECESSARY MATERIALS FOR
2 C5.1. h� �G� �^��� `�`, `-`��'. � `40. 1 4 + \`�� I I' CAPPING OF STORM LINE. /
/ \ ` 39.56_ ME �` �, a /
RIM: 37.13 40. 6 26 LF 6" DI SD @ 4.03% I
IE: 34.60 (8 IN W) y /
J 5 81 LF 6" SDR-35 PIPE SS C� 2.00% MIN. �` �
` 1 I
IE: 35.10 (8" OUT E)
\ G 40.21
4042
3. PROPOSED CATCH BASIN PER CITY OF RENTON
STANDARD PLAN 200.00. SEE DETAIL 1 /C5.1.
4. CONTRACTOR TO RAISE EXISTING CATCH BASIN TO
FINISH GRADE.
RIM:37.15
IE: 35.09 (6" W)
EX. IE: 35.09 (8" E)
GRADING NOTES:
O `
�9 40.67± ME \ g
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\ ��\
1. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP
OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS OTHERWISE
NOTED. (TA = TOP OF ASPHALT, TC = TOP OF CURB, FC = FLUSH CURB, GB =
GRADE BREAK, ME = MATCH EXISTING ELEVATIONS, TPI = TOP OF ISLAND).
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED
GRADES IN RELATIONSHIP TO SURVEYED BASIS OF ELEVATION.
3. FILL MATERIAL AND COMPACTION SHALL CONFORM TO CITY OF RENTON AND
KING COUNTY REQUIREMENTS.
4. CONTRACTOR TO PROTECT AND MAINTAIN EROSION CONTROL MEASURES
DURING GRADING OPERATIONS AND REMOVE AT END OF CONSTRUCTION.
5. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF
RENTON AND KING COUNTY REQUIREMENTS.
GEOTECHNICAL NOTES
BASED ON ZIPPERGEO'S GEOLOGIC HAllARD AREA REPORT, DATED
JULY 27, 2018, PRIMARY GEOTECHNICAL CONSIDERATIONS THAT MAY
AFFECT ASPECTS OF DESIGN AND CONSTRUCTION INCLUDE
REQUIRING VISUAL MONITORING BY THE CONTRACTOR OF
TEMPORARY EXCAVATIONS AND THE IMPLEMENTATION OF TEMPORARY
SHORING OR BUTTRESSING IF UNSTABLE TEMPORARY EXCAVATION
SLOPES ARE OBSERVED.
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES
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 @ 811 AND THEN POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID
UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY
BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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PROPOSED BENCH. CONTRACTOR TO
\\� VERIFY SUITABLE LOCATION TO
INSTALL BENCH OUTSIDE CARWASH.
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UTILITY POTHOLING NOTE
THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO \ \ \
VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY \\ \
AND/OR POTENTIAL CONFLICTS WITH EXISTING UTILITIES. I
POTHOLING SHALL BE PERFORMED PRIOR TO INSTALLING ANY
PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN
CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
HORIZONTAL CONTROL NOTE:
CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK,
STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND
PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR
CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR
SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED
TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY
BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES
FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY
ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS
SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO
THE START OF CONSTRUCTION.
APPROXIMATE LOCATION OF SEWER
CONNECTION TO CARWASH PER CITY OF
RENTON SEWER CARD # 182305-9131
ROOF DRAIN NOTE:
CONTRACTOR TO INSTALL ROOF DRAINS TO SURFACE FLOW ONTO
PAVEMENT. SEE ARCHITECTURAL/MEP PLANS.
ACB #2
18
PROPOSED POINT OF CONNECTION TO
EXISTING 6" CONCRETE SEWER PIPE.
CONTRACTOR TO INSTALL PVC TEE
CUT IN TO EXISTING SIDE SEWER.
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REVISI❑NS PER CITY COMMENTS DATED 05/21/20
CMS
6/18/20
1
REVISIONS PER CITY COMMENTS
LRH
3/19/20
NO.
REVISION
BY
DATE
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MATCH EXISTING ELEVATIONS AT EDGE OF NEW
In PAVEMENT. CONTRACTOR TO INSTALL ASPHALT
PAVEMENT TO MATCH EXISTING DRAINAGE PATTERNS.
APPROXIMATE LOCATION OF EXISTING SIDE SEWER. CONTRACTOR TO TV
EXISTING SEWER LINE TO VERIFY VERTICAL AND HORIZONTAL LOCATION
PRIOR TO CONSTRUCTION. CONNECT PROPOSED SEWER LINE TO EXISTING
SIDE SEWER. CONTRACTOR TO POTHOLE POINT OF CONNECTION TO
CONFIRM VERTICAL AND HORIZONTAL LOCATION AS WELL AS PIPE SIZE,
DEPTH, AND CONDITION. CONTRACTOR TO PROVIDE ALL NECESSARY
FITTINGS/ADAPTORS TO MAKE CONNECTION. CONNECTION LOCATION SHALL
VARY AS NEEDED TO CONNECT TO EXISTING SIDE SEWER AT A MINIMUM
OF 2% SLOPE ON PROPOSED SEWER. ACTUAL CONNECTION LOCATION MAY
ADJUST AS NECESSARY. CONTRACTOR SHALL NOTIFY BARGHAUSEN
CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
MATCH EXISTING ELEVATIONS AT EDGE OF NEW PAVEMENT. CONTRACTOR
TO INSTALL ASPHALT PAVEMENT TO MATCH EXISTING DRAINAGE PATTERNS.
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Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
CITY OF
RENTON
Plonning/Building/Public Works Dept.
CARWASH DISCHARGE NOTE:
EXISTING CARWASH EFFLUENT CURRENTLY AND WILL REMAIN TO
DISCHARGE TO SANITARY SEWER.
ELECTRICAL DESIGN NOTES:
CONTRACTOR TO CONFIRM ELECTRICAL CONDUIT REQUIREMENTS, ROUTING,
PLACEMENT AND TRENCHING AND RESTORATION WITH OWNER PRIOR TO
CONSTRUCTION. ELECTRICAL DESIGN PROVIDED PER OWNER.
GEOLOGIC HAZARD NOTE:
SITE IS ADJACENT TO GEOLOGIC HAZARD ZONES. HAYES PLACE SW ROW IS
WITHIN LANDSLIDE HAZARD ZONE. PER THE CITY OF RENTON SWDM,
INFILTRATION DEVICES MUST BE 50' FROM LANDSLIDE HAZARD ZONES. SEE
GEOLOGIC HAZARD REPORT MENTIONED ON SHEET C1.0 FOR MORE DETAILS.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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Scott Warlick 7/15/2020 Ann Fowler 07/15/2020
CURRENT PLANNING , % SURFACE WATER UTILITY
Mgelea Weihs 07/23/2019 W jfarah 07/15/2020 '
GRADING AND DRAINAGE SITE PLAN
FOR
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057
1/10/2020
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MAXIMUM SLOPE IN —
ANY DIRECTION SHALL
NOT EXCEED 2.00%
36%36" BLUE —
STENCILED SIGN
(DETAIL 2/C5.0,'
0
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PARKING AREA
" CURB
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NO PARKING
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ALIGN
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9'-0" 8'-0"
SEE SITE PLAN
;DADA PARKING REQUIREMENTS
NOT TO SCALE
3/8" JOINT
PETROLEUM RESISTANT SEALANT
PTI SEALANT
3/4" DEEP (MIN.)
NEW PAVEMENT
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ACCESS AISLE
12" HIGH MIN. WHITE
PAINTED LETTERING
(MUST BE VISIBLE TO
TRAFFIC CONTROL OFFICER)
4" WIDE PAINTED
STRIPES (TYP.)
WITH BLUE OUTLINE
SEE GRADING SHEET C5.0
FOR ELEVATIONS AND SLOPES OF
PROPOSED ACCESSIBLE PARKING
STALL.
CITY OF RENTON, KING COUNTY, WASHINGTON
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PAINT
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BLUE
BACKGROUND
3'-0" WHITE BORDER
PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS
DRIVE,CENTERED ON PARKING SPACE.
C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND.
INTERNATIONAL SYMBOL OF ACCESSIBILITY
NOT TO SCALE
5-1/2"
1 /2" R 77-7 EN
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LANDSCAPE OTED ON PLANS
ADJACENT P)
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6" I 12"
ON -SITE CURB AND GUTTER
NOT TO SCALE
NT
18"
PROVIDE ACCESSIBLE
PARKING AND AISLE
SIGNS AT LOCATIONS
SHOWN ON PLANS.
SET POST FOR SIGN
INSIDE GUARD POST
42" HIGH GUARD POST
PER DETAIL 4/C7.0
6" (MIN.) PORTLAND CEMENT
CONCRETE PAVEMENT W/ #4
BARS Q 18" O.C. EA WAY @
MID —DEPTH.
L-SUBGRADE COMPACTED TO 90% MAX DRY DENSITY, IF PRESENT ONSITE,
AND CONSTRUCTED IN ACCORDANCE WITH UNSUITABLE MATERIAL
STRUCTURAL PLANS AND CITY OF RENTON AND SHALL BE REPLACED
KING COUNTY STANDARD SPECIFICATIONS. BY SUITABLE MATERIAL
RECOMMENDED BY
NOTE: THE GEOTECHNICAL
(FOR REFERENCE ONLY) ENGINEER.
ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC) SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER.
ATYPICAL CONCRETE PAVING SECTION
NOT TO SCALE
2 REVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISIONS PER CITY COMMENTS
NO. REVISION
LRH
CMS 6/18/20 CRJ LRH
LRH 3/19/20 CRJ aKoaeor AEM
BY DATE APPR CRJ
RESERVED
PARKING
(WHITE)
(BLUE)
12% 18" SIGN
STATE DISABLED PARKING
PERMIT REDDiRED
TEXT ACCORDING TO
LOCAL JURISDICTIONAL
VAN
REQUIREMENTS
ACCESSIBLE
12"
NO
PARKING
ACCESSIBLE AISLE
"NO PARKING SIGN"
HEIGHTS ACCORDING TO LOCAL REQUIREMENTS IF
N I SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE
I BOTTOM OF SIGN AT 80" ABOVE WALKING
SURFACE, AND 60" IF OUTSIDE OF WALKING
SURFACE
WALKING SURFACE
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0"
ACCESSIBLE PARKING AND AISLE SIGNS
;5.0,jNOT TO SCALE
12"
EMPLOYEE
PARKING
ONLY
NOTE:
1. USE POST DETAIL FROM DETAIL 3 THIS SHEET.
2. CONTRACTOR TO FURNISH SIGN AND INSTALL MATERIALS AS
DEPICTED OR SIMILAR.
EMPLOYEE PARKING SIGN (TYP)
NOT TO SCALE
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Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
CITY OF
RENTON
Planning/Building/Public Works Dept.
5 1/2"
7 3/4"
ONSITE BARRIER CURB
NOT TO SCALE
3" (MIN.) COMPACTED DEPTH J
ASPHALTIC CONCRETE
6" CRUSHED ROCK BASE
OR 4" ATB
SUBGRADE COMPACTED TO 90% MAX DRY DENSITY,
AND CONSTRUCTED IN ACCORDANCE WITH CITY OF
RENTON AND KING COUNTY STANDARD
SPECIFICATIONS.
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IF PRESENT ONSITE,
UNSUITABLE MATERIAL
SHALL BE REPLACED
BY SUITABLE MATERIAL
RECOMMENDED BY
THE GEOTECHNICAL
ENGINEER.
NOTE:
1. DETAIL IS FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL
CONSULT GEOTECHNICAL ENGINEER FOR PAVEMENT, AGGREGATE,
OVER -EXCAVATION AND SUBGRADE REQUIREMENTS.
2. HMA IS TO BE IN CONFORMANCE TO WSDOT SECTION 9-03.8(2).
3. AGGREGATE IS TO BE IN CONFORMANCE TO WSDOT SECTION
9-03.8(6).
TYPICAL ON -SITE AC SECTION
NOT TO SCALE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
Scott Warlick 7/15/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
1 /10/2020
CONSTRUCTION DETAILS
FOR FXL
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057 1I`t C5.d' 7
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SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD. PLAN NOTES..
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETINd'SHALL BE HELD AMONG THE CITY OF RENTOAI,HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION..
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO
THE CITY.
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5, A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS.
7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY.
9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10, ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND',
220.20.
13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE,
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE:
• RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
• ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
• ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16, LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.00
PUBLIC WORKS SURFACE WATER STANDARD PLAN PPRD: 9/Uz7.00 I
,�
U1� DEPARTMENT NOTES (1 OF 2) GAZ
DATE
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD. PLAN NOTES..
18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• 4 - 8 INCH ROCK / 40 - 70 % PASSING;
• 2-4INCH ROCK /30-40%PASSING; AND
• LESS THAN 2 INCH ROCK / 10 - 20 % PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
,20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
12t ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23, ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24. FOR ALL DISTURBED' PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDTOR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26 ADEQUATE SAFEGUARDS, SAFETY _DEVICES;'PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS'NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27. PROJECTS LOCATED WITHIN THE CITYS AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE _APPLICANT.
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE,
THEN ANOTHER TEST PER ASTM C1701 .SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE. ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
1JNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.10
-�_ IL PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR
DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 1
W tl � , DATE
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CONSTRUCTION NOTES to
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RENTON BROWN BEAR AUTO SENTRY ADDITION 0
N
NE QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. U
.4". 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
CITY OF RENTON, KING COUNTY, WASHINGTON
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP",
12"
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC.9-05.12(1)
15
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
CORRUGATED POLYETHYLENE STORM
SEWER PIPE
6
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NOTES:
9� OrF
1.
AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS IN
(PLACED
ACCORDANCE WITH STANDARD SPECIFICATION
HAVING AI NIMUM AREA
0.112 SQUARER CIHES PER FOOT SHALLMESH
BE USED W THE
io
THE MINIMUM REQUIRED REBAR SHOWN IN THE
/ I
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
I
L
- �I
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
#3 BAR EACH CORNER
/
'
1.
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
!
(FOOT MAY BE USED.
1;1
ITkE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
/
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
I y
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
/
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
#3 BAR EACH SIDE
STANDARD SPECIFICATION 9-04.3.
3.
THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
e
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
#3 BAR EACH WAY
4.
THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN,
PRECAST BASE SECTION
5.
THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
#3 BAR HOOP
6.
THE OPENING SHALL BE MEASURED AT THE TOP OF THE
/
PRECAST BASE SECTION.
/
7.
ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
#3 BAR EACH
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
/ /
CORNER 18" MIN.
STANDARD SPECIFICATION 9-20.3(2).
I
8.
ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
[0)
'MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
O:I
FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
i.
ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
SEE NOTE 1
REMAIN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
� STD. PLAN - 200aIQ
PUBLIC WORKS
APPR ED:
CATCH BASIN TYPE
1
GAZ 9/28/2018 1
DEPARTMENT
Public Wo. Adm ,,t,.m DATE
CATCH BASIN DETAIL
NOT TO SCALE
2 IREVISI❑NS PER CITY COMMENTS DATED 05/21/20
1 REVISIONS PER CITY COMMENTS
NO.
REVISION
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12" MIN. VENTILATION PIPES AT CORNERS (TYP.)
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ACCESS'16601R1ALLOWINGREMOVAL OF
PLATE PACK OR PROVIDE FULL LENGTH
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L
NOTES:
1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC
SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA.
2. GRAVITY DRAIN SHALL BE AT LEAST 8 INCH MINIMUM DIAMETER AND SHALL BE CONTROLLED BY A VALVE. USE OF A
SHEAR GATE IS ALLOWED ONLY AT THE INLET OF A PIPE LOCATED WITHIN AN APPROVED STRUCTURE.
3. ACCESS TO EACH COMPARTMENT IS REQUIRED, ON EACH END, AND EVERY 50 FEET MINIMUM.
4. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES.
VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED, BUT DESIGNED SO THAT MAINTENANCE PERSONNEL
CAN REMOVE FOR VENTILATION.
5. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE
SAME MATERIAL AS THE CONNECTING PIPE.
6. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 240.10
.�.�ft PUBLIC WORKS COALESCING PLATE OIL / WATER [PPRMED:
' DEPARTMENT SEPARATOR GAZ 9/28/2018 1
vkavPublic Wad Ad-i-t., DATE
OIL/WATER SEPARATOR DETAIL
NOT TO SCALE
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
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Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Scott Warlick 7/15/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
1 /10/2020
CONSTRUCTION NOTES nhoomw
FOR
BROWN BEAR CARWASH
77 RAINIER AVE S
RENTON, WA 98057c5.�'� 7
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REVISION
No.
Date
By
1
07 Jan 2019
YSL
Rev. per Sit
Plan Change
Scale
1" = 20'-0"
Designer Sheet No.
YSL
Project Manager
MFW
P nciZI
KBR
Date o{ 2 Sheets
16 April 2018
Phase
CD
a
PLANT SCHEDULE:
SYMBOL QTY. BOTANICAL NAME / COMMON NAME
TREES - DECIDUOUS
SIZE SPACING, CONDITION & REMARKS
1 MAGNOLIA X GRAN DIFLORA'LITTLE GEM' / LITTLE GEM SOUTHERN MAGNOLIA 2" CAL. B&B, MULTI -TRUNK (3 CANES), EVENLY BRANCHED
2 PRUNUS CERASIFERA'CIPRIOZAM' / CRIMSON POINTE PLUM 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY)
TREES -EVERGREEN
a— 11 CALOCEDRUS DECURRENS / INCENSE CEDAR 4'-5' HT. B&B, NURSERY GROWN
SHRUBS
16 ARBUTUS UNEDO'COMPACTA' / COMPACT STRAWBERRY BUSH
15 BERBERIS THUNBERGII 'ROSE GLOW'/ ROSE GLOW JAPANESE BARBERRY
10 CHOISYA TERNATA / MEXICAN ORANGE
9 HEBE 'PATTY'S PURPLE' / PATTY'S PURPLE HEBE
S 11 JUNIPERUS SCOPULORUM 'SKYROCKET' / UPRIGHT JUNIPER
5 MYRICA CALIFORNICA / PACIFIC WAX MYRTLE
O 15 RIBES SANGUINEUM / RED FLOWERING CURRANT
25 SPIRAEA JAPONICA'GOLDMOUND' / GOLDMOUND SPIREA
14 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY
FERNS, GRASSES & PERENNIALS
31 CHALAMAGROSTIS X ACTUTIFLORA'KARL FOERSTER' / FEATHER REED GRASS
23 HAKONECHLOA MACRA'AUREOLA' / GOLDEN JAPANESE FOREST GRASS
O 95 HELICTOTRICHON SEMPERVIRENS 'SAPHIRSPRUDEL' / BLUE OAT GRASS
19 NEPETA X FAASSENII 'WALKER'S LOW' / WALKER'S LOW CAT MINT
39 PENNISETUM ALOPECUROIDES'LITTLE BUNNY' / LITTLE BUNNY FOUNTAIN GRASS
36 SEDUM 'AUTUMN JOY' / AUTUMN JOY SEDUM
GROUNDCOVER
607 FRAGARIA'PINK PANDA' / PINK PANDA SAND STRAWBERRY
EXISTING VEGETATION TO REMAIN
1-3 MAN PLACEMENT ROCKS
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PLANTING REQUIREMENTS:
GENERAL NOTES:
A. Plant material list submittal: within 30 calendar days after receipt of the
notice to proceed, landscape contractor shall submit a complete list of
materials proposed to be furnished and installed demonstrating
conformance with the requirements specified. Include the name,
addresses and telephone numbers of all plant material suppliers and
growers.
1.A. Documentation shall also include suppliers name, contact person,
address, telephone number, botanical and common name, plant
size and size of container or ball.
1.B. Contractor shall provide a signed statement from the plant suppliers
who have furnished the plant materials identifying the plant materials
being supplied by botanical and common names, plant size and
stating that all of the plants supplied by them are in healthy growing
conditions meeting the asns.
1.C. Submit a project installation schedule, coordinated with the proposed
soil amending and planting schedule to the landscape architect or
owner for approval at least 30 calendar days prior to start of work
under this section.
B. Substitutions of plant materials will not be permitted unless authorized in
writing by the landscape architect or owner. If proof is submitted that any
plant specified is not obtainable, a proposal will be considered for use of
the nearest equivalent size and or variety. Such proof shall be
substantiated and submitted in writing to the landscape architect or
owner at least 30 days prior to start of work under this section. These
provisions shall not relieve contractor of the responsibility of obtaining
specified materials in advance if special growing conditions or other
arrangements must be made in order to supply specified materials.
C. Plants shall be subject to inspection and approval by landscape architect
or owner for conformance to specifications upon delivery to the project
site. Such approval shall not impair the subsequent right of inspection
and rejection during progress of the work. Contractor shall give
landscape architect 48 hours advance notice when plants will be
delivered to the site for inspection. Inspection of plant materials shall
take place within 24 hours of delivery to the site.
D. Coordinate work with other trades as required.
E. Locate all underground utilities prior to commencing work to avoid
damage to buried pipes and cables.
F. Provide protection for all property, persons, work in progress, structures,
utilities walls curbs and paved surfaces from potential damage arising
p p 9 g
from this work. The contractor shall a for an such damage at no
pay Y 9
additional cost to the owner. Unfinished and completed work shall be
protected from erosion or trespassing, and proper safeguards shall be
erected to protect the public from injury or danger.
PLANTING NOTES:
1. Verify bedlines and plant layout with landscape architect prior to
commencing work.
2. Verify that site conditions are acceptable prior to beginning work. Do not
install any site elements or plant material until unsatisfactory conditions
are corrected. When conditions detrimental to plant growth/constructed
elements are encountered, immediately notify the owner.
3. Substitutions or changes in materials and placement shall be made only
after written change orders are accepted by the owner.
4. Install protective fencing for on site existing trees and vegetation to
remain, and plant material located on adjacent property prior to
commencing work. The critical root protection area of all trees to remain
has been established as a 1' radius of protection area for every 1" of
diameter measured at 4.5' above grade, or the tree drip line, whichever is
greater. Locate tree protection fencing as indicated on plan. Fencing is
to be installed with stakes driven into the ground, not mounted on cinder
blocks. Signage shall be affixed to the fencing that reads: 'No Entry,
Tree Root Protection Area'. See existing tree and vegetation protection
detail for additional information.
5 GAL. CONTAINER
FULL FOLIAGE, 42" O.C.
2 GAL. CONTAINER
FULL FOLIAGE, 36" O.C.
5 GAL. CONTAINER
FULL FOLIAGE, 36" O.C.
2 GAL. CONTAINER
FULL FOLIAGE, 36" O.C.
4'-5' HT.
B&B, NURSERY GROWN
5 GAL. CONTAINER
FULL FOLIAGE, 48" O.C.
2 GAL. CONTAINER
FULL FOLIAGE, 36" O.C.
2 GAL. CONTAINER
FULL FOLIAGE, 36" O.C.
2 GAL. CONTAINER
FULL FOLIAGE, 42" O.C.
1 GAL. CONTAINER
24" O.C.
1 GAL. CONTAINER
18" O.C.
1 GAL. CONTAINER
18" O.C.
1 GAL. CONTAINER
18" O.C.
1 GAL. CONTAINER
12" O.C.
1 GAL. CONTAINER
24" O.C.
4" POTS 18" O.C.
5. All areas subject to clearing and grading that have not been covered by
impervious surface, incorporated into a drainage facility or engineered
as structural fill or slope shall, at project completion, demonstrate the
following:
1) General Soil Requirements: The topsoil layer shall have a minimum
depth of eight inches except where tree roots limit the depth of
incorporation of amendments needed to meet the criteria. Subsoils
below the topsoil layer should be scarified at least 4 inches with some
incorporation of the upper material to avoid stratified layers, where
feasible. The topsoil layer shall have an organic matter content of 5%
dry weight for turf areas, and 10% dry weight for planting beds (typically
around 20-25% compost for turf areas and 35-40% compost for planting
areas). The soil portion must be 75-80% sandy loam for turf areas, and
60-65% sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf
areas, 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with
acid -tolerant or native plantings.
2) Requirements for Amending Existing Soil in Place:
Turf Areas - Place and rototill 1.75 inches of composted material into
7.75 inches of existing soil for a total depth of 9.5 inches, and a settled
depth of 8 inches. Subsoils below this layer should be scarified at least 4
inches, for a finished minimum depth of 12 inches of uncompated soil.
Planting Beds - Place and rototil 3 inches of composted material into
6.5 inches of existing soil for a total depth of 9.5 inches, and a settled
depth of 8 iches. Subsoils below this layer should be scarified at least 4
inches, for a finished minimum depth of 12 inches of uncompated soil.
Do not scarify within drip lines of existing trees to be retained.
3) Requirements for Applying Imported Topsoil:
Turf Areas and Planting Areas - Scarify or till subgrade in two
directions to 6 inches depth. Entire surface should be disturbed by
scarification. Do not scarify within drip lines of existing trees to be
retained. Place 4 inches of imported topsoil mix on surface and till into
2 inches of soil. Place second lift of 4 inches topsoil mix on surface.
4) Requirements for Reapplying Stockpiled Topsoil:
Turf Areas - Reapply stockpiled soil and rototill in 1.75 inches of
composted material for a combined minimum depth of 8 inches of soil
and compost.
Planting Beds - Reapply stockpiled soil and rototil in 3 inches of
composted material for a combined mimimum depth of 8 inches of soil
and compost.
5) Within Stormwater Systems - On -site soil mixing or placement shall
not be performed if soil is saturated or frozen. Total amended soil depth
p p
shall be a minimum of 18 inches. Mix all soil amendments uniformally
throughout the rain garden soil section. Amended soil shall be placed in
horizontal layers in no greater than 12" lifts. Allow soils to compact and
settle naturally. Areas can be watered after each lift is placed to speed
settling, but should not be wetted to saturation. Until the upstream
catchment area is thoroughly stabilized, flow diversion and erosion
control measures must be installed to protect the bioretention area from
sedimentation.
6) Rake beds to smooth, clean and remove all rocks, roots and debris
over 1 inch in diameter. Water or roll turf areas to compact soil to 85
percent of maximum. Finish grade shall be at least 3 inches below
adjacent hard surfaces for planting areas to allow for application of
mulch. Finished grade for turf areas shall be at least 2 inches below
adjacent hard surfaces. All planting areas must be mulched with 2
inches of organic material.
6. Plants shall be pit planted with a 50/50 prepared mix of native soil and
topsoil mix. See planting details for depth and staking requirements.
7. Fertilize all installed plants during backfill operations with organic
fertilizer as recommended by manufacturer.
8. Mulch all planted areas with a minimum 2 inch (2") depth of medium fine
bark mulch. Finish grade of mulch shall be one inch (1") below top of
adjacent hard surface.
9. All plant material to be nursery grown stock and arrive on -site in a
healthy, vigorous, well branched, disease and insect free condition.
10. Plant trees, shrubs and groundcover as shown in the planting details.
Roughly scarify sides of the planting pits. Install plant material at finish
grade and feather bark mulch away from base of plant. Water plant pits
thoroughly midway through backfilling and add fertilizer tablets. Balled
and burlapped material that cannot be installed immediately shall be
heeled in, mulched and watered regularly to keep root balls moist.
11. Provide landscape maintenance immediately after planting and continue
until final acceptance. Work shall include watering, spraying, fertilizing,
pruning, resetting of plants, restoring eroded areas, adjustments to
staking and removal of weeds/debris as required for healthy plant
growth.
12. Inspection and acceptance: the owner will make an inspection for
substantial completion of the work upon request by the contractor.
13. Replacement of plantings: remove any plant from site that is either dead,
or in unsatisfactory condition as determined by the owner or landscape
architect. Replace with a new planting of equal size and species as soon
as conditions permit within the normal planting season. All replacement
plantings are then to be under re -instated guarantee period as specified.
Identify those replacements and take whatever measures necessary to
prevent similar demise of additional plant material.
14. Provide root barrier in a surround or linear pattern for tree plantings when
trunk is located within five(5) linear feet of any paved surface. Deeproot
universal barrier #ub18-2 (or approved equal). Install per manufacturer's
recommendations.
Warranty:
The warranty shall include replacing and planting the same size and
pp p
species of plant material as shown on the landscape Ian and that has
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been designated, by the landscape architect, to be replaced. Except for
loss due to excessively severe climatological conditions (20 year
weather charts), installed plant materials are required to be guaranteed
until the end of one growing season against defects and unsatisfactory
growth, except for cases of neglect or abuse by the owners or others. All
plants replaced shall be re -instated under these plant guaranty
conditions.
PLANTING DETAILS:
Provide min. 4'-0"
high protective mesh
fence and support with wood
posts at dripline of existing
trees and vegetation
to be protected
during construction i
A IN
\\
Plan
°
°
In areas where'construction
activity may cross into dripline,
place 6" of medium size wood
chips and cover with a metal plate
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Existing Tree & Vegetation -
Protection Detail
(Not To Scale)
Fertilizer tablets quantity
per manufacturer's
recommended application
rates _
Provide 6" clearance b€twee
root ball and edge of planting
pit.
Cut and remove bui
1/3 of ball or complE
*remove all treated or container*
nonbio-degradable materials
2" layer mulch feather
away from trunk
.fin I.,.. w I^k +.,..+k.
Slope conditions
Shrub Planting Detail_
(Not To Scale)
C
III I i<�iy�iy�
50 native & 50 vI 11 v�
topsoil mix
Fertilizer tablets quantity per J
manufacturer's recommended
application rates
1 gal. or 4" potted plant
material
Mound soil to form basin me 0 C
3" above grade. �, - Provide 3" clearance ,y
' -3„ between root ball and 00 0
Equidistant
edge of planting pit. spacing
Use knife or sharp blade to cut
through bottom half of root
ball. Butterfly rootball to bring 0 0 0
the root system closer to the
surface.
Groundcover Plantin
(Not To Scale)
Detail
CITY REVIEW NOT FOR CONSTRUCTION
2" layer mulch,
feather away from trunk
Mound soil to form basin 6"
above grade
III III I
=1 I I III III III III III �iv�/� �
-III III III III \�� III IIIIIIIIIIIII III III-
�11_ 11 111 11 '-
50 native & 50 \VA�� III III Fertilizer tablets quantity per
topsoil mix 6" III 1- manufacturer's recommended
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II Illly. application rates
Cut and remove burlap from top 1/2 of
12" greater than ball. Remove all treated or non
bio-degradable material.
Root ball width
Conifer Tree Plantin
(Not To Scale)
Finish Grade
Sidewalk
1"
2X Min. Dia. Rootball
Detail
1 /2" Dia. Black Rubber Hose (Typ)
12 Ga. Wire, Twist to Tighten
2" Dia. Tree Stakes (Typ)
Tree Wrap as Specified to First Branching.
Remove Burlap and Twine (and Wire Baskets)
Off Top 1 /3 of Rootball
2" Mulch Layer Feathered Away from Trunk
j 3" Water Basin
Curb & Asphalt
I
F Root barrier (see note #2)
_ I Break Sides and Bottoms of Planting Pit
to Allow for Root Penetration
Planting Mix as Specified
Fertilizer Tablets as Specified
Compacted Soil Base
Fertilizer Tablets as Specified
NOTES:
1. Plant Tree 1 Inch Higher Than Depth Grown In Nursery. Tree Pit
Shall Not Be Less Than (2) Times Diameter of Rootball.
2. Rootbarrier Shall be 12 In. Deep and 8 L.F. on Each Side of Rootball
Adjacent to Curbs and Paved Surfaces.
3. There Shall be a Minimum Rootball Diameter of 10 In. Per Trunk
Caliper Inch as Measured 6 In. Above Rootball.
Tree w/ Root Barrier
Planting Detail_
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REVISION
No.
Date
13y
1
07 Jan 2019
YSL
Rev. per Site
Plan Changes
Scale
1" = 20'-0"
Designer Sheet No.
YSL
Project Manager
MFW L-1
Principal
KBR
Date of 2 Sheets
16 April 2018
Phase
CD
Project No.
18oi�
\
\
\ PROPERTY LINE
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Irrigation Plan
CITY REVIEW - NOT FOR CONSTRUCTION
SCALE: 1 "=20'-0"
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4330 N Lexington St
Tacoma, WA 98407
location
455B St Helens Ave
Tacoma, WA 98402
t.253.272.4848
f.253.276.0132
www.bradtree.com
info@bradtree.com
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STATE OF
WASHINGTON
REGISTERED
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REVISION
No.
Date
By
1 07 Jan 20% YSL
Rev. per Sit
Plan Changes
Scale
1" = 20'-01
1
Designer Sheet No.
YSL
Project Manager I _
MFW
Principal
KBR
Date of 2 Sheets
16 April 2018
Phase
CD
Project No.
18oi�
DRIP IRRIGATION EQUIPMENT SCHEDULE: DRIP DETAILS: Uz
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HUNTER IRRIGATION EQUIPMENT SHOWN IN SCHEDULE. TORO, RAINBIRD, WEATHERMATIC OR EQUIVALENT IRRIGATION EQUIPMENT MAYBE SUBSTITUTED, "" z
WITH LANDSCAPE ARCHITECT'S WRITTEN APPROVAL ONLY. .•<LU
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SYMBOL DESCRIPTION REMOTE CONTROL VALVE WITH DIS'b O E... 0
FILTER AND PRV ■
O BRASS GATE VALVE - RuB Ball Valve - Model S951F43 (Round Handle) - SIZE TO FIT MAINLINE [ '—J
BFP I BACKFLOW ASSEMBLY - FEBCO LF850 (SIZE TO MATCH METER) Z mail
l— 4330 N Lexington St
WATER METER (SEE CIVIL PLAN - COORDINATE POC WITH CONSTRUCTION MANAGER) V UW Tacoma, WA 98407
RAIN SENSOR -HUNTER RAIN-CLIK-WIRELESS RAIN SENSOR (WRC-INT) OR EQUAL, SEE GENERAL NOTE C PVC OR POLY SUPPLY HEADER NOTES: � ~'
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1. SEE PLANS & LEGEND Q Q ne U 455B St Helens Ave CONTROLLER - HUNTER PCC 6 ZONE - PCC-600i (X-CORE, PRO-C, PCC, I -CORE, ACC) I I FINISH GRADE Q Tacoma, WA 98402
CLASS 200 PVC LATERAL LINE PIPING, SIZE PER PLAN I START CONNECTION MALE ADAPTER FOR ALL DIMENSIONSLU
COMPACTED AND Techline LATERAL Q t.253.272.4848
2" SCHEDULE 40 PVC MAIN LINE I I SUBGRADE SPACING U f.253.276.0132
CLASS 200 PVC SLEEVE 2X PIPE DIAMETER, 4" MIN.
Techline TUBING 2. RATIO OF Techline LAT- z www.bradtree.com
Not Shown #14 AWG TYPE OF CONTROL WIRE, RED = SIGNAL, WHITE = COMMON, ORANGE= SPARE I I DRIPLINE (TYP.) I PVC HEADER ERALS TO START CON- info@bradtree.com I
P.S.I. GPH Techline TEE (TYP.) NECTIONS IS SHOWN AT
HUNTER DRIP LINE - PLD-04-12 (12" EMITTER SPACING x 12" ROW SPACING) 15-50 .40 I r� AREA PERIMETER 2:1, BUT MAY VARY PER ado�%/�
Techline START HYDRAULIC DEMAND ON
HUNTER DRIP LINE -PLD-04-18 (18" EMITTER SPACING x 18" ROW SPACING) 15-50 .40 I I
AIR/VACUUM RELIEF VALVE (PLUMBS CONNECTION (TYP.) START CONNECTION.
HUNTER DRIP LINE - BLANK TUBING (HEADER) - PDL-BLNK-18 I I EACH HIGH POINT ( )
) SEE PLANS &LEGEND STATE OF
1" CLASS 200 PVC SUB -MAIN LINE FOR DISTRIBUTION TO HEADERS WASHINGTON
( ) I I REGISTERED
LANDSCAPE_ RCHITECT
AR AIR/VACUUM RELIEF VALVE (PLACED AT HIGH POINT OF ZONE) AR -
De LINE FLUSHING VALVE I I .
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BERM) ,
Op TREE DRIPLINE CENTRIC RING
NOTE: DESIGN ASSUMES 50 PSI STATIC WATER PRESSURE AT POINT OF CONNECTION AND 30 PSI DESIGNED PRESSURE
IRRIGATION REQUIREMENTS:
GENERAL NOTES
A. IRRIGATION DESIGN ASSUMES XX PSI STATIC WATER PRESSURE IS
AVAILABLE ON SITE. VERIFY STATIC WATER PRESSURE IN FIELD PRIOR TO
CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE
IS LESS THAN 55 PSI. IRRIGATION DESIGN IS BASED ON 30 PSI.
B. USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6" POP-UP HEADS
WITHIN ALL SHRUB AREAS. 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS
WITH OWNERS REQUEST.
C. RAIN SENSOR TO BE INSTALLED ON SOUTH OR WEST SIDE OF BUILDING,
AT A MINIMUM OF 8 FEET ABOVE GRADE WHERE SENSOR IS FREE FROM
VANDALISM, TREE CANOPIES, BUILDING OVER HANGS OR OTHER STRUCTURAL /
NATURAL RAIN IMPEDIMENTS. COORDINATE LOCATION WITH CONSTRUCTION
MANAGER.
IRRIGATION NOTES
1. PLAN IS DIAGRAMMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES
AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK. NOTIFY
PROJECT MANAGER OF ANY CONFLICTS.
2. CONTRACTOR TO TEST EXISTING WATER PRESSURE AN PROVIDE WRITTEN
REPORT TO PROJECT MANAGER PRIOR TO COMMENCING WORK.
3. REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK.
4. REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYPES AND
EQUIPMENT.
5. PROVIDE 2 (TWO) SPARE WIRES FROM THE CONTROLLER TO THE
FURTHEST VALVE LOCATIONS FOR FUTURE EXPANSION.
6. STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL.
7. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB OR PAVING.
8. ALL IRRIGATION UNDER ROADS, WALKS, PARKING AREAS OR OTHER PAVED
SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 2 (TWO) TIMES THE
DIAMETER OF THE INSERTED PIPE OR AS INDICATED.
9. ALL PIPING IS DIAGRAMMATIC. PIPING SHOWN WITHIN PAVING OR
ADJACENT / PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED
WITHIN PLANTING BEDS WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED
ON OWNER'S PROPERTY.
10. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN
TO ASSURE COMPLETE AN ADEQUATE COVERAGE WITH MINIMUM OVER
SPRAY.
11. WHEN SLEEVING, PIPING OR HEAD LAYOUT IS REQUIRED IN R.O.W.,
CONTRACTOR TO COORDINATE LOCATION WITH THE PROJECT ENGINEER
PRIOR TO CONSTRUCTION. INDICATE EXACT LOCATION OF SLEEVES AND
PIPING ON THE AS -BUILT DRAWINGS.
12. PLACE TRACE WIRE ON ALL IRRIGATION PIPING AT OWNER'S REQUEST.
13. LATERAL LINE SHALL HAVE MINIMUM 12" OF COVER AND MAINLINES A
MINIMUM OF 18" COVER.
14. PROVIDE MANUAL DRAINS AT ALL LOW POINT ON THE MAIN LINE AND
RECORD ACCURATELY ON AS -BUILT DRAWINGS.
15. LOCATE IRRIGATION BACK -FLOW PREVENTOR DOWN -STREAM OF SITE
WATER METER (WATER METER BY OTHERS). VERIFY LOCATION WITH
PROJECT MANAGER PRIOR TO COMMENCING WORK.
16. COORDINATE LOCATION OF CONTROLLER WITH PROJECT MANAGER.
INSTALL CONTROLLER AT 60" ABOVE (FINISH FLOOR / FINISH GRADE) ON
EXTERIOR WALL OF (BUILDING). PROVIDE A 110 GFI POWER OUTLET AT
CONTROLLER LOCATION FOR POWER SUPPLY. PROVIDE CONDUIT FROM
IRRIGATION CONTROLLER LOCATION TO OUTSIDE PLANTING BED. FLAG ALL
LOCATIONS.
VALVE KEY
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NOTES:
1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS
2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS
OTHERWISE INFORMED.
End Feed Layout Detail
(NOT TO SCALE)
LF
NOTES TO DESIGNER
PVC OR POLY EXHAUST HEADER
PERIMETER LATERALS 2" TO 4" FRON
PLUMBED TO PVC OR POLY LINE FLU
VALVE "END FEED" LAYOUT
EDGE OF PAVING
SUPPLY HEADER
AIR/VACUUM RELIEF
VALVE AT HIGH POIN
REMOTE CONTROL
VALVE ASSEMBLY
Techline TUBING
ARRANGED TO COVER
TRIM AREA
EXHAUST HEADER
SPRINKLER ON
PVC LATERAL IN
IDEAL SPACING
PATTERN (TYP.)
EDGE OF TURF
LINE FLUSHING VALVE
1- IN THIS EXAMPLE, IDEAL SPACING IS MAINTAINED FOR THE SPRINKLER SYSTEM
W/ OUT DISTORTION, WHILE THE HEADS ARE SET AWAY FROM THE PAVING EDGE
TO AVOID OVERSPRAY
2- BLANK Techline TUBING IS USED TO JOIN THE LATERALS ACROSS THE HIGH SPOT
TO ENHANCE THE FUNCTION OF THE AIR/VACUUM RELIEF VALVE.
1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS
2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED.
Tubing Detail
(NOT TO SCALE)
n
NOTES:
1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS
2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED.
3. CONTACT NETAFIM FOR SPECIFICATIONS AND DETAILS BEFORE INSTALLATION.
Sub -Header Installation Detail
(NOT TO SCALE)
LANDSCAPE DRIPLINE TUBING:
HUNTER LANDSCAPE DRIPLINE
TIE DOWN STAKE
(QTY. AS REQUIRED)
TREE TRUNK
=SSION TEE
REQUIRED)
1/2-INCH POLYETHYLENE TUBING:
BLACK STRIPE TUBING
NOTE:
1. SEE "LOW -VOLUME LANDSCAPE IRRIGATION DESIGN MANUAL
(D39030D) FOR DRIPLINE EMITTER SPACING.
2. QUANTITY OF DRIPLINE RINGS, EMITTER SPACING AND FLOWS
ARE DEPENDANT ON TREE CANOPY SIZE.
Drip Around Tree Detail
(NOT TO SCALE)
CITY REVIEW - NOT FOR CONSTRUCTION
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REVISION
No.
Date
Ey
1 107 Jan 20% YSL
Rev. per Site
"Ian Changes
Scale
1" = 20'-0"
Designer Sheet No.
YSL
Project Manager IR-2
MFW
Principal
KBR
Date of 2 Sheets
16 April 2018
Phase
CD
Project No.
3.8oi3