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Home My WebLink AboutR-411401:l I O qt I Q 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 J Q cn CURB AND GUTTER BARRIER CURB CONCRETE ASPHALT <'I Q SAWCUT N 0 I CONTOUR o I STORM °' I SANITARY ' POWER 01 PAINT STRIPE 0 TYPE 1 CATCH BASIN co N Cm 01 01 0 N 0 0 0 0 N i 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 ❑o SANITARY - - SS- - GAS VALVE SS MANHOLE O 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' G _- I A=2`31' \ ` R=565 �L=250 0 I \ ` EYJsn CAR WASH O 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 1�=40' '""'CITY 0F vR RENTON *a +o• M FaL I= Planning/Building/Public Works Dept. •Wum+a• am Ilpgl�grQ�r IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING REGIONAL FIRE AUTHORITY �N*o "R APPROVED o d p Scott Warlick 7/15/2020 ' m cthomas 07/15/2020 o"'F7RE.o CURRENT PLANNING _,p WASTEWATER UTILITY 0 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 C1.0 . 7