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HomeMy WebLinkAboutzR-4250setJ J L�j m < I EL N N N 0 N 0 0 w I1 a) Go 0 U z 0 1n z < m X w i i co CD 00 O O 0 Do a w 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 ENSURE 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 OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF 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. CURB AND GUTTER NEW PROPERTY LINE BARRIER CURB CONCRETE COVER SHEET FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON N77'26'42"E 148.56' n • %1 S12°33'18"E 94.21� \ < LIMIT OF \ WORK -N20° 15'00"W 95.07'\ a \ N77'26'42"E 55.75' \ - .,'� ta \\ \\SA- C__1 c 0 30' 60' 120' SCALE: 1 "=60' S19°57'04"E 274.63' M %0 ,•;.tea. !'� V` \ Ad R' \ O NOTIFICATION REQUIREMENT NOTE: PROPOSED DEVELOPMENT INCLUDES WORK THAT MAY DISTURB ADJACENT PARCELS AND WITHIN A JOINT LEGEND ACCESS EASEMENT. CONTRACTOR TO CONFIRM WITH 4G DEVELOPMENT AND CONSULTING, INC. (951-970-9138) AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR AGREEMENTS PROPOSED FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO EXISTING ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT. ASPHALT SAWCUT CONTOUR WATER WATER METER STORM SANITARY GAS POWER PAINT STRIPE TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN SANITARY SEWER CLEANOUT a CURB PROPERTY LINE PAINT STRIPE CONCRETE CONTOUR WATER STORM TYPE 1 CATCH BASIN SANITARY SS MANHOLE GAS POWER OVERHEAD POWER UNDERGROUND GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE WATER LINE OH/UG TEL. LINE ESTIMATED EARTHWORK OUANTITIES: CY CUT: 1,900 CY FILL: 900 CY NET: 1,000 CY (CUT) AREA TO BE DISTURBED 0.80 AC EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDENT ON SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. LUMINAIRE (LUM.) YARD LIGHT POWER METER POWER POLE JUNCTION BOX (AS NOTED) 432 - - CATCH BASIN (CB) _ _ _ _ _ W _ _ _ _ STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) -- -SD-- CLEANOUT (AS NOTED) ❑ GAS METER __SS__ GAS VALVE O WATER VALVE (WV) G FIRE HYDRANT(FH) CONNECTION (FDC) P (OHS WATER METER P (UG)- SIGN DIRECTIONAL ARROW - BOLLARD CONIFEROUS TREE - W - -T(xx)- DECIDUOUS TREE rs Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com 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 OR REPLACEMENT (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)902-1 190 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 REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. SITE PLAN NOTE: SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. 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. SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: JC NO. REVISION BY DATE APPR APPROVED: ADB �A,ll�,xwo •u u V 1. N10'53' 15"E 42.03' 19'57'04"W 4 48' ��� y PROJECT INFORMATION HORIZONTAL DATUM - BASIS OF BEARINGS - NAD 83/91 THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67. 23' 14" EAST. VERTICAL DATUM - BASIS OF ELEVATIONS - NAVD88 THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (NAVD88). PROPERTY ADDRESS 375 RAINIER AVE S RENTON, WA 98055 PARCEL NUMBERS: 000720-0149 000720-0215 LEGAL DESCRIPTION - SEE ALTA SURVEY SITE BENCHMARK MAG/WASHER IN SIDEWALK OF RAINIER AVENUE SOUTH AT THE NORTHEAST CORNER OF THE SITE, 2.0' SOUTHWEST OF RAINIER'S CURB THE ELEVATION FOR THIS MAG/WASHER: EL=30.63' (NAVD88) CIVIL SHEET LIST SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C2.0 EXISTING CONDITIONS MAP C3.0 TESC AND DEMO PLAN C3.1 TESC DETAILS C4.0 GRADING PLAN - NORTH C4.1 GRADING PLAN - SOUTH C5.0 DRAINAGE PLAN C5.1 DRAINAGE DETAILS C5.2 DRAINAGE DETAILS C6.0 HORIZONTAL CONTROL PLAN C7.0 SITE PLAN C8.0 WASTEWATER AND WATER PLAN C8.1 WASTEWATER AND WATER DETAILS C9.0 COMPOSITE UTILITY PLAN C10.0 CFA DETAILS C10.1 CFA DETAILS C10.2 CFA DETAILS C10.3 CONSTRUCTION DETAILS C10.4 CONSTRUCTION DETAILS C 1 1.0 CONDITIONS OF APPROVAL LANDSCAPE SHEET LIST SHEET NUMBER SHEET TITLE L1 LANDSCAPE NOTES L2 LANDSCAPE REQUIREMENTS & CALCULATIONS L3 LANDSCAPE PLAN L4 PLANT SCHEDULE L5 LANDSCAPE DETAILS L6 IRRIGATION PLAN L7 IRRIGATION NOTES & DETAILS L8 IRRIGATION DETAILS L9 PATIO PLAN SITE INFORMATION Sw SUNSp� gVvp. SITE S 3RD STREET 5 q1N P�A�E RENTON, WASHINGTON VICINITY MAP N.T.S. UTILITY CONTACT INFORMATION EXISTING ON -SITE SURFACE AREAS TOTAL LOT AREA: 55,571 SF (1.28 AC) STORM DRAINAGE CITY OF RENTON TOTAL SITE AREA: 57,297 SF (1.32 AC) WATER 1055 S GRADY WAY RENTON, WA 98057 TOTAL ON -SITE IMPERVIOUS: 49,245 SF (1.13 AC) (425) 430-7299 TOTAL OFF -SITE IMPERVIOUS: 2,674 SF (0.06 AC) SANITARY SEWER CITY OF RENTON TOTAL PERVIOUS: 8,052 SF (0.18 AC) WATER 1055 S GRADY WAY RENTON, WA 98057 PROPOSED ON -SITE SURFACE AREAS (425) 430-7299 TOTAL LOT AREA: 55,571 SF (1.28 AC) TOTAL SITE AREA: 57,297 SF (1.32 AC) NATURAL GAS PUGET SOUND ENERGY TOTAL IMPERVIOUS: 45,311 SF (1.04 AC) ELECTRIC 10885 NE 4TH STREET TOTAL PERVIOUS: 11,985 SF (0.28 AC) BELLEVUE, WA 98009 (888) 225-5773 PARKING STALL INFORMATION PARKING STALLS REQUIRED: 54 TELEPHONE SERVICES COMCAST STANDARD PARKING STALLS: 24 (OTHERS AVAILABLE) ONE COMCAST CENTER COMPACT PARKING STALLS: 28 PHILADELPHIA, PA 19103 ADA PARKING STALLS: 2 (800) 934-6489 GEOTECHNICAL REPORT NOTES: OWNER 1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL BE CONSIDERED PART CHICK-FIL-A, INC. OF THESE CONSTRUCTION DOCUMENTS: 5200 BUFFINGTON RD ATLANTA, GEORGIA 30349 SOILS REPORTS: GEOTECHNICAL ENGINEERING REPORT TEL: (404) 305-4407 JOB NUMBER: 81185084 DATE: 06/21 /2018 CONTACT: DON IKELER EMAIL: DON.IKELER@CHICK-FIL-A.COM ADDENDUMS: 1. STORMWATER INFILTRATION (8/24/2018) 2. LETTER OF ADDENDUM TO GEOTECHNICAL REPORT (7/22/2019) GEOTECHNICAL 3. GEOTECHNICAL ENGINEERING REPORT ADDENDUM (10/23/2021) 4. GEOTECHNICAL SUMMARY LETTER (04/06/2023) ENGINEER PREPARED BY: TERRACON CONSULTANTS, INC. TERRACON CONSULTANTS, INC. 21905 64TH AVENUE WEST SUITE 100, 21905 64TH AVENUE WEST SUITE 100 MOUNTLAKE TERRACE, WA 98043 MOUNTLAKE TERRACE, WA 98043 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL TEL: (425) 771-304 PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED CONTACT: DAVID A. BASKA, PHD, P.E. WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. ENGINEER/LAN DSCAP E/ 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. FLOOD ZONE PER FIRM 53033CO977G, MAP REVISED AUGUST 19, 2020. THE SUBJECT SITE FALLS IN ZONE "X", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN. CIVIL SHEET LIST SHEET NUMBER SHEET TITLE IL-01 ILLUMINATION PLAN IL-02 ILLUMINATION PLAN DETAILS SCALE: ^ VERTICAL: NAVD 1988 1�-_/10� HORIZONTAL: NAD 1983/1991 CITY O F o + RENTON ONE INCH AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY ARCHITECT/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251-8782 CONTACT: ALEX BELL, P.E./JEFF VARLEY, R.L.A./OWEN B. HILLE, P.L.S. ARCHITECT WARE MALCOMB 3015 112TH AVE NE #205 TEL: (425) 582-5517 CONTACT: NONY RIVERA EMAIL: NRIVERAOWAREMALCOMB.COM 0 Know what's below. p Call before you dig. ® Dial 811 DEVELOPMENT ENGINEERING yqi 12/05/2023 } [R-425001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS A< SURFACE WATER UTILITY WASTEWATER UTILITY z J Farah 11 /21 /2023 jstowell 11 /27/2023 ' REGIONAL FIRE AUTHORITY eNTc WATER UTILITY t ��y,�. APPROVED �lrp ABDOUL GAFOUR 11 /21/2023 � e cthomas 11/22/2023 "4<F,xE011 DATE: O� COVER SHEET CURRENT PLANNING 0 03/29/2023 A V anGordon 12/OS/2023 FIELDBOOK: 0 FOR PAGE: CHICK-FIL-A RENTON DRAWING N0: ® 375 RAINIER AVE S RENTON, WA 98055 C 1 •0 STORE NO.:04249 SHEET OF: 20 N T 0 0 N W, u os H • H T N Q J co Nt 0 It r�1 J J w m a Q 0 N 0 N _o Do 01 a w i Q0 rn Go (n 0 U z 0 z a m x w c c c rn Do 0 0 (D 00 i a Z LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT Q FILE NO. NCS-880012-SD DATED NOVEMBER 22, 2017 AT 7:30 A.M.) PARCEL I: i A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF O SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Q BEGINNING AT A POINT OF INTERSECTION OF THE CENTER LINE OF STATE HIGHWAY NO. 5 AND THIRD AVENUE IN THE CITY OF W RENTON PRODUCED WESTERLY; THENCE SOUTHERLY, ALONG THE CENTERLINE OF SAID STATE ROAD, 288.18 FEET; THENCE SOUTH 75°53'00" WEST 223.15 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 19°56'20" EAST 224.70 FEET; THENCE AT RIGHT ANGLES THERETO, NORTH 70°03'40" EAST 41.31 FEET; THENCE NORTH 19°56'20" WEST 219.37 FEET; THENCE SOUTHWESTERLY 41.65 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 11: LOT 2, CITY OF RENTON SHORT PLAT SHPL FILE NO. LUA16-000254, RECORDED NOVEMBER 8, 2016 IN VOLUME 353 OF SHORT PLATS, PAGES 282-283, AS RECORDING NO. 20161108900006, AS AMENDED BY INSTRUMENT RECORDED DECEMBER 12, 2016 UNDER RECORDING NO. 20161212900010, IN KING COUNTY, WASHINGTON. PARCEL III: A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE CENTER LINE OF THIRD AVENUE IN THE CITY OF RENTON PRODUCED WESTERLY AND STATE HIGHWAY NO. 5; THENCE SOUTH 21°31'00" EAST ALONG THE CENTER OF SAID STATE HIGHWAY NO. 5, A DISTANCE OF 86.48 FEET; THENCE SOUTH 75°53'00" WEST 197.18 FEET; THENCE SOUTH 14°07'00" EAST 200 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 75°53'00" EAST 192.90 FEET TO THE WESTERLY MARGIN OF SAID STATE HIGHWAY; THENCE SOUTH 19`56'20" EAST ALONG SAID WESTERLY MARGIN 100.00 FEET TO A POINT WHICH BEARS SOUTH 19°56'20" EAST 388.18 FEET AND SOUTH 77°25'10" WEST 30.25 FEET FROM THE POINT OF INTERSECTION OF THE CENTER LINES OF SAID THIRD AVENUE PRODUCED WESTERLY AND STATE HIGHWAY NO. 5; THENCE SOUTH 70`03'40" WEST AT RIGHT ANGLES TO SAID STATE HIGHWAY, 150.00 FEET; THENCE AT RIGHT ANGLES AND PARALLEL WITH SAID STATE HIGHWAY SOUTH 19°56'20" EAST 100.00 FEET; THENCE AT RIGHT ANGLES SOUTH 70`03'40" WEST 41.31 FEET TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 19°56'20" WEST; THENCE AT RIGHT ANGLES AND PARALLEL WITH SAID STATE HIGHWAY NORTH 19°56'20" WEST 224.70 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR HIGHWAY PURPOSES, BY DEED RECORDED JANUARY 28, 1960, UNDER RECORDING NO. 5125876. ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY WARRANTY DEED RECORDED JUNE 20, 2011 AS RECORDING NO. 20110620001118. FURTHER EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF INTERSECTION OF THE CENTER LINE OF STATE HIGHWAY NO. 5 AND THIRD AVENUE IN THE CITY OF RENTON PRODUCED WESTERLY; THENCE SOUTHERLY, ALONG THE CENTERLINE OF SAID STATE ROAD, 288.18 FEET; THENCE SOUTH 75°53'00" WEST 223.15 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 19°56'20" EAST 224.70 FEET; THENCE AT RIGHT ANGLES THERETO, NORTH 70°03'40" EAST 41.31 FEET; THENCE NORTH 19°56'20" WEST 219.37 FEET; THENCE SOUTHWESTERLY 41.65 FEET TO THE TRUE POINT OF BEGINNING. SPECIAL EXCEPTIONS: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. NCS-880012-SD DATED NOVEMBER 22, 2017 AT 7:30 A.M.) ITEMS 1 THROUGH 2 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR THE DETAILS ON THESE ITEMS. 3. RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO. 5051341, RESERVING ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME. (AFFECTS PARCEL 11) (NOT PLOTTABLE) BLANKET MINERAL RESERVATION 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: FEBRUARY 17, 1961 AS RECORDING NO. 5253595 IN FAVOR OF: THE CITY OF RENTON FOR: SEWAGE PIPELINES AFFECTS: (PARCEL 1) AS DESCRIBED THEREIN (SHOWN HEREON) 5. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: OCTOBER 14, 1992 RECORDING NO.: 9210140320 (AFFECTS PARCEL 11) (NOT PLOTTABLE) BLANKET IN NATURE; BENEFITS TITLE PARCEL II 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: OCTOBER 20, 1994 UNDER RECORDING NO. 9410201209 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY FOR: AN UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: (PARCEL II) AS DESCRIBED THEREIN (SHOWN HEREON OVER ASBUILT LOCATION) BLANKET IN NATURE OVER FUTURE FACILITIES 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: AUGUST 11, 1997 AS RECORDING NO. 9708110700 IN FAVOR OF: THE CITY OF RENTON FOR: SANITARY SEWER AFFECTS: (PARCEL 1) AS DESCRIBED THEREIN (SHOW HEREON) 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE REVISION) LUA-99-017-LLA RECORDED: APRIL 6, 1999 RECORDING INFORMATION: 9904069001 (AFFECTS PARCEL 11) (SHOWN HEREON) 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS EXISTING CONDITIONS MAP CONTAINED IN RECORDED LOT LINE ADJUSTMENT (BOUNDARY LINE FOR N LEGEND REVISION) LUA-99-017-LLA : RECORDED: APRIL 6, 1999 ABBREVIATIONS (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) RECORDING INFORMATION: 9904069001 RENTON(AFFECTS PARCEL II CHICK=PIL=A (R#) REFERENCE SURVEYS SURVEY MONUMENT (AS NOTED) (SHOWN HEREON) � (OH) OVERHEAD + ¢ SECTION CORNER (AS NOTED) 89) 9. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: SECTION 18, TWP. 23 N., RGE 5 EAST W. M. (UG) UNDERGROUND SET REBAR/CAP P (AS NOT o FOUND REBAR/CAP A RECORDED: APRIL 6, 1999 (TYP) TYPICAL S NOTED RECORDING NO.: 9904062560 CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON o SET 2"X2" HUB/TACK LINE STAKE (NOT PLOTTABLE) BLANKET IN NATURE (C) CALCULATED (v (M) MEASURED � MAG/WASHER OR LEAD/TACK (AS NOTED) r DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED BENCHMARK NOVEMBER 27, 2002, JULY 30, 2014, SEPTEMBER 19, 2014 AND \ \\ LUMINAIRE (LUM.) O DECEMBER 27, 2016 AS RECORDING NOS. 20021127003834, d 20140730001283, 20140919000586 AND 20161227001162 OF / -0\ TREE LEGEND [ ❑ YARD LIGHT O OFFICIAL RECORDS. �� o \ X"M X" MAPLE � ORNAMENTAL LIGHT (AFFECTS PARCEL II) / _sow s o TRAFFIC SIGNAL LIGHTS (20161227001162 RELEASES EASEMENT AND RESTRICTIONS ON �� \ \ R/w X"P X" PINE METERPOWER TITLE PARCEL II ONLY) l \ 2 U � X"D X" DECIDUOUS -0- POWER POLE \ X"F X" FIR 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED g0, c �� 0 10' 20' 40' X"CED X" CEDAR ® JUNCTION BOX (AS NOTED) THEREIN: EXISTING 10' WIDE ACCESS ESMT \ \ ` X"COT X" COTTONWOOD ® TELEPHONE MANHOLE RECORDING INFORMATION: JUNE 20, 2011 AS RECORDING NO. / / REC N0. 7607260646 ��c�� 1 ❑ CATCH BASIN (CB) 20110620001119 ' OP IN FOR: OF: THE AND CITY OF RENTON N �1�°l \LO \ \\ SCALE: 1"=20' ® STORM MANHOLE (SDMH) (SSMH) \\ 0 SANITARY SEWER MANHOLE AFFECTS: (PARCEL III) AS DESCRIBED THEREIN // JC,1/,o' \ c ' \ \ o CLEANOUT (AS NOTED) (SHOWN HEREON) ❑O �J�� \ GAS METER \ \ cV 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED ! �G� G �Dr4y GAS VALVE It THEREIN: / / WATER VALVE (WV) O RECORDING INFORMATION: AUGUST 11, 2011 UNDER RECORDING NO. / 43 FAUCET O 20110811001003 �� FIRE HYDRANT(FH) / CONNECTION(FDC) O IN FAVOR OF: CITY OF RENTON, PUGET SOUND ENERGY, INC., ` \ ✓ c \ QWEST COMMUNICATIONS CORPORATION AND COMCAST OF / \ \ \ \ ` ® WATER MANHOLE r WASHINGTON, INC. °� \ \\ \\ v ` \ \\ ® WATER METER (v FOR: UTILITIES / " �` v\\ \ BLOW -OFF / AIRVAC AFFECTS: (PARCEL II) AS DESCRIBED THEREIN }'� / (SHOWN HEREON) / 1 �j 1 ENT / / 6 FND �`D 405 4 J ® \ ` \ ` \ MONITOR WELL Q N E R EASE OB0g0134 / p0720�2 I A��1ED 2018) \ CB \ \ \ SIGN 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED S �6 O.0 UARY ° \� \ D IRRIGATION SPRINKLER J 5.8\ No • CEL N (JAN c o \ THEREIN: n �N J R 15 ppR ' DIRECTIONAL ARROW RECORDING INFORMATION: APRIL 11, 2013 UNDER RECORDING NO. / 1 `\ 1 M 6 10' AS -BUILT GAS ESMT. \ \ (� EL KC REC. N0. HANDICAP 20130411001089 \ \ 3 20130411001089 \ f CHAIN LINK FENCE IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON J, / , 'n i q ` WOOD FENCE CORPORATION o �, POWER EASEMENT m ` FOR: TRANSMISSION, DISTRIBUTION AND SALE OF GAS P � / l I \ 4 \ \ HOGWIRE FENCE s cbo ASBUILT LOCATION 1 _ \ \ AFFECTS: (PARCEL II) AS DESCRIBED THEREIN Z KC REC NO. 9410201209 SILT FENCE ' c'� �> \ \ p METAL/IRON FENCE (SHOWN HEREON) I 167•42 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ��•26 42 E Q�9 \q s �` \ ` GUARD RAIL/CABLE FENCE ENTITLED "DECLARATION OF COVENANT FOR INSPECTION AND �rLO,��\ \ - \ �% R/W DEDICATION \ \ w WATER LINE MAINTENANCE OF STORMWATER FACILITIES" RECORDED OCTOBER 22, ppN ��� \ �,; c -' 20110620001118 \ GAS LINE 2014 AS RECORDING NO. 20141022000930 OF OFFICIAL RECORDS. 1 I ° cT= \ \ ` \ STEAM— STEAM LINE (AFFECTS PARCEL II) HEATpUMp 11�• �° £ � �—r(xx)— TELEPHONE LINE (OH) OR (UG) (NOT PLOTTABLE) BLANKET IN NATURE p • 0,S �d \ ` P(xx) POWER LINE (OH) OR (UG) CA s n 14. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE FNO �ARE° oa-s� - - STORM LINE o pA40524 ., ° `� 2018) ° ° ° \ o� �' \ \ SLOPES & UTILITIES EASEMENT \ � \ — SS — SEWER LINE DOCUMENT ENTITLED "FIRE LANE AND OPEN SPACE EASEMENT" RI ° s PER 20110620001119 �R RECORDED OCTOBER 14, 1992 AS RECORDING NO. 9210140321 OF �JANUA \ ROCKERY OFFICIAL RECORDS. 1NK FENCE o "• 4•': , ' °`\ g KEYSTONE WALL (AFFECTS PARCEL II) NAW� / o a ° y�ad` - ` �, \ DECIDUOUS TREE (EASEMENT NOT ON PROPERTY) CONIFEROUS TREE O 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED \ d• ° y� - \ \ \ TREE DRIPLINE 00 THEREIN: CONCRETE r RECORDING DATE: AUGUST 11, 1997 is• O , O d °.. o \ \ \ \ GRAVEL/SAND (AS NOTED) RECORDING INFORMATION: 9708110701 o P o pp IN FAVOR OF: CITY OF RENTON / ,o. °'� ° t3` oc \m 4 \ \ \ FOR: SANITARY SEWER \ A \ pt�°l ASPHALT AFFECTS: (PARCEL II) AS DESCRIBED THEREIN. ° • \ BUILDING LINE (SHOWN HEREON) 10�\ d °;a / e� \ 16. THE EFFECT OF A DEED EXECUTED BY ALVIN R. GOULD AND ° 4. d ° MODULAR WETLAND \ POWER - 'ENT \ RUTH N. GOULD HUSBAND AND WIFE AND WALLACE NELSON A ° \ \% ASBUIL. ION \ SEWER EASEMENT a ,r ° j d RIM: d30:37- °� . D \ KC REC - t 10201209 SINGLE PERSON TO NELSON GOULD LLC, A WASHINGTON LIMITED � 5253595 *COULD• REC. NO. NOT CCES S*. \ ` LIABILITY COMPANY, RECORDED APRIL 23, 2013 AS RECORDING NO. \ ri' d 20130423000970 OF OFFICIAL RECORDS. N °•' a, / , o. . . • o G THE COMPANY WILL REQUIRE SATISFACTORY EVIDENCE THAT THE \ so " /�911) ESMT P'o ')PEUTILITIES & UTILITIES \ DEED WAS AN ABSOLUTE CONVEYANCE FOR VALUE AND THAT THERE / c o- ° 'o 'I'D �' el \ KC RE 0110811001003 \ ARE NO OTHER AGREEMENTS, ORAL OR WRITTEN, REGARDING THE s E ARCE III OWNERSHIP OR OCCUPANCY OF THE LAND DESCRIBED IN THE DEED.°.so / •" \ \ �► (AFFECTS PARCELS I AND III) (SHOWN HEREON) ITEMS 17 THROUGH 18 ARE NOT SURVEY RELATED. SEE THE TITLE / ° ss 5D SD sD — SD $SO,o s°. REPORT FOR THE DETAILS ON THESE ITEMS. SD _ SD so so a s 19. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS o \ / \� e s�;°F'' AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CITY OF RENTON SHORT PLAT SHPL FILE NO. / " / ,.sS. 4 0 LUA16000254RECORDED NOVEMBER 08, 2016 AS RECORDING NO. �\ °o�,. \ \ \ \ 20161108900006, IN KING COUNTY, WASHINGTON. R/W DEDICATION \ \ DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED y \ ° �� 10' AS -BUILT GAS ESMT. \ o ss ss• a.' s ° 20110811001002 DECEMBER 12, 2016 AS RECORDING N0. 20161212900010 OF o �, '0 ss s i n•' .°ss is • ° ' d°' !^ '. � `� ` OFFICIAL RECORDS. KC REC. N0. 20130411001089 s Z \ / 5 d " 55 (AFFECTS PARCEL II) 0 O ° v.R (SHOWN HEREON) Ss �� \ ` d 20. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: •°s pU, RECORDED: DECEMBER 27, 2016 / ° ° Es ss ' e / 5O_• c'f RECORDING NO.: 20161227001163 ° O ss Ss a \ \ AFFECTS PARCEL II CS` �s \ (SHOWN HEREON) N, d �010 '103 W/ c\� i \ \ °DSO. TI ' P / / 0�'I2 \ ✓ G \° �' W/ ITEMS 21 THROUGH 27 ARE NOT SURVEY RELATED. SEE THE TITLE N REPORT FOR THE DETAILS ON THESE ITEMS. / ° : ° \ / / Pp O o HORIZONTAL DATUM: NAD 83(1991) THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67° 23' 14" EAST. VERTICAL DATUM: THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (NAVD88). SITE BENCHMARK: MAG/WASHER IN SIDEWALK OF RAINIER AVENUE SOUTH AT THE NORTHEAST CORNER OF THE SITE, 2.0' SOUTHWEST OF RAINIER'S CURB THE ELEVATION FOR THIS MAG/WASHER: EL=30.63' (NAVD88) SEWER EASEMENT Lp.° so • ° REC. N0. 5253595 Ste\ `� \ \ roG EOM GAS VALVE (TYP.) 9 ° a JPi N \ ;'• GVS • I,LO > , "M� IMIR�.11 1jI ZI SEWER LWI/� • `ICI+I� �jA2 41 •--, O _ e 9708110700 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ff 16 In � � �� ��'..��1� ��.IoII�I�� ♦ III \ a ° 036 8 •'-"� � 21 2 �. f 2 ;•so "' -'�6� 0'�FS FG/S T E��GN��� c S�ONALEN �,S NN� Bar hausen g Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA98032 425.251.6222 barghausen•com SURVEYED: RLH SCALE: �= 7 1 20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 • o CITY OF R] RENTON • Plonn;ng/1130d;ng/Public Works Dept. Q o EXISTING CONDITIONS MAP 0 FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.: 04249 DATE: 03BOOK: 23 DESIGNED: ADB FIELDBOOK: PAGE: DRAWN: MMM ONE INCH DRAWING N0: C2.0 CHECKED: is AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: ADp SHEET: 2 OF: 20 _J Li J m a 0 0 �T N (D N (71 3 z w LJj Ni Q0 m DO i Cn U z 0 U) z Q a- X w Q) c 00 co 0 CD 0 00 CL a w ® EROSION CONTROL CALLOUTS: 1. CONTRACTOR TO INSTALL SILT FENCE AS PER CITY OF RENTON STANDARD DETAIL 214.00 AROUND PERIMETER OF SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 1 /C3.1. 2. CONTRACTOR TO INSTALL STORM DRAIN PROTECTION DOWNSLOPE AND WITHIN 500-FEET OF CONSTRUCTION AREA AS PER CITY OF RENTON STANDARD DETAIL 216.30 AT ALL EXISTING AND PROPOSED CATCH BASINS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AS DIRECTED BY CITY INSPECTOR. SEE DETAIL 3/C3.1. 3. CONTRACTOR TO INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER CITY OF RENTON STANDARD DETAIL 215.10. SEE DETAIL 4/C3.1. 4. APPROXIMATE LOCATION OF CONSTRUCTION STAGING AREA. CONTRACTOR TO USE THIS AREA FOR TEMPORARY STOCKPILE STORAGE AND CONCRETE WASHOUT. ADJUST SIZE AND LOCATION OF AREA AS NEEDED DURING CONSTRUCTION. 5. APPROXIMATE LOCATION OF TEMPORARY SEDIMENT TRAP PER CITY OF RENTON DETAIL 211.00. CONTRACTOR TO INSTALL SEDIMENT TRAP. SEE DETAIL 6/C3.1. SEDIMENT TRAP TO BE SIZED PER 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SEDIMENT TRAP SIZING EQUATION (D.2.1.5.1 SEDIMENT TRAP): SA = 2 X 0.2390(02)/0.00096 = 498 SQUARE FEET MINIMUM 6. APPROXIMATE LOCATION OF INTERCEPTOR SWALE PER CITY OF RENTON STANDARD PLAN 217.10. SEE DETAIL 5/C3.1. CONSTRUCTION SEQUENCE 1. SCHEDULE A PRECONSTRUCTION MEETING WITH CITY OF RENTON AND OBTAIN ALL REQUIRED PERMITS. 2. GIVE PROPER NOTICE TO ADJACENT PROPERTY OWNERS. VERIFY NOTICE REQUIREMENTS WITH DEVELOPER. 3. OBTAIN UTILITY LOCATES. 4. ESTABLISH CLEARING AND GRADING LIMITS. 5. POTHOLE EX. UTILITIES FOR VERTICAL AND HORIZONTAL LOCATIONS 6. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 7. CONSTRUCT PROTECTION DEVICES FOR CRITICAL AREAS AND SIGNIFICANT TREES PROPOSED FOR RETENTION. 8. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY. 9. GRADING ACTIVITIES CAN BEGIN, ONLY AFTER ALL DRAINAGE AND EROSION CONTROL MEASURES ARE IN PLACE. 10. MAINTAIN EROSION CONTROL MEASURES THROUGH PROJECT TO ENSURE SOILS ARE STABILIZED. IRRIGATION NOTE: CONTRACTOR IS RESPONSIBLE FOR ASSESSING EXISTING IRRIGATION SYSTEM PRIOR TO CONSTRUCTION CUT AND CAP EXISTING IRRIGATION TO THE EXTENT FEASIBLE AND IMPACT EXISTING SYSTEM TO REMAIN, AS MINIMALLY AS POSSIBLE. 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. 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. TREE PROTECTION NOTE: CONTRACTOR TO REFER TO LANDSCAPING PLAN FOR NECESSARY TREE PROTECTION MEASURES. NOTIFICATION REQUIREMENT NOTE: PROPOSED DEVELOPMENT INCLUDES WORK ON PROPERTY LINE WITH ADJACENT PARCELS. CONTRACTOR TO CONFIRM WITH WARE CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT PRIOR TO CONSTRUCTION. PROTECT EXISTING IMPROVEMENTS ON NEIGHBORING PROPERTIES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING CONDITION OR BETTER. TESC LEGEND: CATCH BASIN INSERT FILTER FABRIC FENCE LIMITS OF DISTURBANCE TEMPORARY CONSTRUCTION FENCE <__ EXISTING DRAINAGE FLOWPATH 0 0 TEMPORARY CONSTRUCTION ENTRANCE � D TREE TO REMAIN TEMPORARY "V,, DITCH TESC AND DEMO PLAN FOR CHICK=FIL=A RENTON EXISTING 10' WIDE ACCESS ESMT REC NO. 7607260646 TO BE REVISED A SEWER EASEMENT REC NO. 5253595 END 1" REBAR/CAP / ALLIED 40524 (JANUARY 2018) HEATPUMP GAS METER OWNER: FRED MEYER STORES INC APN.0007200209 10' GAS EASEMENT KC REC NO. 20130411001089 POWER METER (TYP.) BLDG HT=16.2' SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON � 1 CA �✓ •• \` A 2 \ EAS T 55 ESMT pE UTI 72 10 W1DE ACF 726D6A6 REC. NO 10 RE 40 Ago f +• 1 ` TE 7200 1 •% \ \ c ca►` coR ME 485 • ••e « N 26 / � � � 17 zo Io��as ' , «J.a 4 1 • •.�•. L06P - YARD D AM 8 '�• \ vt* 2`J 4 \ I TEL. JBOX �\ • 5 \ 23 SEWER EASEMENTNAn REC NO. 5253595 CONTROL BOX ROW OF BOLLARDS \ \ GAS METER (TYP.) / FF=29.02 \ 15' X 100' \ SEWER EASEMENT / \ REC NO. 9708110700 \ \ OVERHANG \ / •/ \ �oq W, SANITARY SEWER EASEMENT f \ % KC REC NO. 9708110701 \\ N 10 f �A O \ � CB B SO ,_ - ACCESS EASEMENT PER SHORT PLAT ' \ SQ \ \so Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com ixl ej REVISION SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: JC DATE APPR APPROVED: ADB N I BMP MAINTENANCE NOTES: 1. AREAS TO BE CLEARED, GRUBBED, AND EXPOSED AT ONE TIME SHALL BE KEPT TO THE SMALLEST AREA POSSIBLE. 2. TEMPORARY GROUND COVER SHALL BE PLANTED OR A FILL TACKIFIER SPREAD OVER EXPOSED AREAS NOT BEING WORKED ON FOR 14 DAYS. 3. TEMPORARY EROSION CONTROLS SHOULD NOT BE REMOVED BEFORE PERMANENT EROSION CONTROLS ARE IN -PLACE AND ESTABLISHED. 4. ALL MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY SAFETY MOVING OPERATIONS ARE INITIATED. 5. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE CHECKED AND UPDATED, AS NEEDED, AT THE END OF EACH WORK WEEK AND IMMEDIATELY FOLLOWING EACH RAIN EVENT. 0 15' 30' 60' SCALE: 1 "=so' Q DEMOLITION CALLOUTS: BENCHMARK \ 10' GAS EASEMENT KC REC. NO. 20130411001089 17 L \ s, \ O , S CB SLOPES & UTILITIES EASEMENT PER 20110620001119 \ 2 DOP � p. s a a.G� GB POWER EASEMENT C KC REC. NO. 9410201209 �" \ 9 POWER\VAULT 23 \ CB h G O \ \ CB T G) c SLOPES & UTILITIES EASEMENT \ ` CB i KC REC NO. 20110811001003 HE BASE SCALE: 1�=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \ N 2 000 toed 00� 6 10' GAS EASEMENT \ S 1 U'53' 15"W ID LEAD/TACK 42.03' (rUARY 2018) di �N \ 1_� S19'57'04"E f /4.48' FRO AEYER FEEL STATION VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 141q1lg31 2. REMOVE EXISTING STRIPING AND PAVEMENT MARKING THROUGH SANDBLASTING OR OTHER APPROVED MEASURES. 3. DEMOLISH AND DISPOSE PORTION OF EXISTING DRIVE -THROUGH OFF -SITE. 4. DEMOLISH EXISTING YARD DRAIN. 5. DEMOLISH EXISTING STORM LINE. 6. PROTECT EXISTING POWER LINE. 7. DEMOLISH EXISTING POWER LINE. 8. DEMOLISH EXISTING ASPHALT PAVEMENT AND DISPOSE OFF -SITE. 9. EXISTING CONCRETE SWALE TO BE DEMOLISHED AND DISPOSED OFF -SITE. 10. EXISTING LOT LIGHT TO BE RELOCATED PER SHEET C7.0. 11. PROTECT EXISTING STREET LIGHT TO REMAIN. 12. REMOVE EXISTING TRASH ENCLOSURE AND STORAGE ROOM. CONTRACTOR CAN EVALUATE THE REUSE OF MATERIALS WITH CFA PRIOR TO CONSTRUCTION. 13. EXISTING TRANSFORMER TO BE RELOCATED PER SHEET C7.0 14. REMOVE EXISTING SEWER LINE AND STRUCTURE. 15. DEMOLISH EXISTING PERMEABLE PAVEMENT AND DISPOSE OF OFF -SITE. 16. PROTECT EXISTING STORM LINE TO REMAIN. SIGNAL POLE (TYP.) 17. DEMOLISH EXISTING CONCRETE PAVEMENT. CONTRACTOR IS JBOX (TYP.) RESPONSIBLE TO PROTECT EXISTING IMPROVEMENTS REMAINING IN !' R.O.W. AND RAISING RIMS TO GRADE AS NECESSARY. & G P 18. EXISTING MENU BOARD TO BE RELOCATED PER SHEET C7.0. GB ---- Q� 19. REMOVE EXISTING ORDER POINT CANOPY, COORDINATE 4�/ DISPOSAL/RE-USE WITH CHICK-FIL-A PRIOR TO REMOVAL. ��� 20. DISPOSE OF EXISTING MODULAR WETLAND SYSTEM OFF -SITE. 5O 21. PROTECT EXISTING SCREEN WALL. 22. PROTECT EXISTING MONUMENT SIGN. 23. FIRESTONE PARCEL WAS PREVIOUSLY DEMOLISHED UNDER ce SEPARATE PERMIT. CONTRACTOR TO CONFIRM ALL DEMOLITION HAS OCCURED PRIOR TO CONSTRUCTION. 24. PROTECT EXISTING FDC. / CB 25. PROTECT EXISTING TELEPHONE JUNCTION BOX. 26. REMOVE PAVERS. REUSE IF FEASIBLE FOR RECONSTRUCTION. ` ' a 27. PROTECT EXISTING CONCRETE SEATING WALL. CB NOTE: St UTILITIES NOTED FOR DISPOSAL CAN ALSO BE EVALUATED TO BE ABANDONED IN PLACE. CITY OF RENTON Plonning/Building/Public Works Dept. 24 HR EMERGENCY CONTACT DON IKELER (303) 519-7206 0 Know what's below. p Call before you dig. ® Dial 811 J R-425003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGff ' yqi 12/05/2023 TESC AND DEMO PLAN 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 LAW-* STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING N0: C3.0 SHEET: OF 3: 20 T N Q J M 0 T r�1 O N O I 0 W J J W m Q n O O N O N CP z LLJ W 11 LID 00 / ID r) U Z O z Q D_ x Ed CID 0) N C / CD 00 / O O O 00 D a w JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2"A2" 14 GAUGE WIRE, OR } EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2MIN. FILTER FABRIC I ------_----- I� - 8'MAX. I " I I 12-MIN �ST SPACING MAY BE INCREAS O 8' F WIRE BACKING ISUSEDEO I I 4 d' MIN. TRENCH ,ul BACKFILL TRENCH WITH NATIVE SOIL OR 3/t" TO 1.112' WASHED GRAVEL 2N4" WOOD POSTS. STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1- CONDFTIONSOFUSE 1-1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. t.2. SILT FENCE IS HOT 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 21 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 (0,60-0.15-: FOR SILT FILM 50.100 SIEVE SIZE (0 30-0.15- FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 18D 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. 2.2 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4' TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE FABRIC 15 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 MUST 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 OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELVATION 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 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TOJDATI STD. PLAN - 214.0 UR PUBLIC WORKS SILT FENCE [G:AXZ9/28/2 �C DEPARTMENT SILT FENCE NOT TO SCALE P MIN. ITOVERFLOW 12" DEPTH 2" - 4" ROCK DEPTH OUTFLOW GUNNEL IF 24* MIN. SETTLING DEPTH CONSTRUCTED BY T EXCAVATION i 3 I 1 S MAX. \ FILTER FABRIC FENCING t MIN SEDIMENT STORAGE ` 12'DEPTH . 1!" ! WASHED GRAVEL I NOTES: mAr BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 211.00 ..� PUBLIC WORKS SEDIMENT TRAP °° ED DEPARTMENT GAZ 9/28/2018 I DATE SEDIMENT TRAP NOT TO SCALE :45 AI :45 AN TESC DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 5' MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C_ OVERFLOW BYPASS I BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS - FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHUWN) RETRIEVAL SYSTEM (TYP.) Q ® � OVERFLOW BYPASS(TYR BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: I PROTECTION 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 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 URGER THAN ONE ACRE 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. 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, DRA WMG IS NOT TO SCALE (NMI STD. PLAN - 216.30 PUBLIC WORKS APPR ED DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I DATE CATCH BASIN INSERT NOT TO SCALE :45 AI EY,15\1NG R0/9 R . 25' AIIN. -� '4 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8' QUARRY SPALLS -� GEOTEXTILE 1- DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY 2, IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF )RAINS OFF THE PAD 15' MIN PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA 12" MIN. THICKNESS X, NOTES: 1. CONDITION OF USE t 1 CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE 12 FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTKRVIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZEICONFIGURATION, 2. DESIGN AND INSTALLATION SPECIFICATKK4S 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDSr GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM 04632) 30%MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM 06241 495 LBS. MIN ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS HOG FUEL IS RAN NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HQG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4 FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5 WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3, MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE 01= SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 3,3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY, IF IT IS NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS, 3A. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY 3.5. IF VEHCLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTSI STD. PLAN - 21S.10 .� PUBLIC WORKS vaoveD �I� DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 DATE CONSTRUCTION ENTRANCE NOT TO SCALE 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 APPUCANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 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 PLANTS) 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 SWOM) 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. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRET[ WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC SNIPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANWOR 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 SNIPS 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 HOT 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 SWOM. 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 17) 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 PUN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN SOO 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 2J3 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 FACIUTIES OR ONSITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC SNIPS 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 SMALL 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 SWILL 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 15 NOT TO SCALE (NTS) STD. PLAN - 268.00 � Ly PUBLIC WORKS EROSION AND SEDIMENT CONTROL °PR D -I� DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 I nATI :45 W CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES Ba rg ha usen SURVEYED: RLH SCALE: Consulting Engineers, Inc. DESIGNED ADB N/A DRAWN: MMM 18215 72nd Avenue South ONE INCH Kent, WA 98032 1 1 1 1 CHECKED: JC AT FULL SCALE IF NOT ONE INCH 425.251.6222 barghausen•conl I NO. REVISION BY DATE APPR APPROVED: ADB SCALE ACCORDINGLY :45 AI 2 2 MAX LEVEL BOTTOM 17 MI� 2' MIN. ► SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: I. CONDITIONS OF USE 1.1. REQUIRED AT- 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H.1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 2DH:IV (OR LESS) 3.5% 3DO FEET (10T020)H:1V 5-ID% 2DO FEET (4 TO 10)H:1V 10-25% 100 FEET (2 TO 4)H-1V 25-SD% 60 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1, DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SMALL BE REPAIRED IMMEDIATELY_ 32 IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF. THE CAPACITY ANDK)R FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLES5 OTHERWISE N111n%OT TO SCALE (NTS) STD. PLAN - 217.10 •�i PUBLIC WORKS INTERCEPTOR SWALE °PA 1i 9/28/2018 1 DEPARTMENT GAZ DATE RCEPTOR SWALE NOT TO SCALE 4 r In" n n nAI 1EAAII�rn V VIVVI\AIL ULUVI\ MIN 80 LBS :45 An TYP) N r I\V V IUL 3L1..0 1AL /11 IFtI. F1 IVI L IS! I' AROUND ENTIRE FENCE PANEL TEMPORARY CONSTRUCTION FENCE NOT TO SCALE 24 HR EMERGENCY CONTACT DON IKELER (303) 519-7206 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON VR Plonning/Building/Public Works Dept. 0 Know what's below. p Call before you dig. ® Dial 811 FR-425004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar IL yqi 12/05/2023 ' TESC DETAILS 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 LAM-* STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING NO: C3.1 SHEET: A OP 20 T N J co Nt O O GD I J J LJ m a N N 0 N a 0 w i rn 00 i 0 U z 0 1n z a m X w / iv / Gn 00 / 0 O O 00 O_ a w GRADING PLAN -NORTH NA. �. I� �\� � ��,� N FOR o ■ � � .t � `. �;���% I CHICK=PIL=A RENTON cac \ ■1 \ 5 l 11 \ SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. 30.25± FL ME \ CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON I_I_I J %30.75 TC J G1 \ 50q \ 30.26± �L ME 1\ 1 GRADE CONCRETE STRIP ■ ° 30.34 TC \ \ ■ 1 AWAY FROM BUILDING AT 1 � \ \ PROPOSED 13' X 19.5' 0.5% MINIMUM. ACCESS EASEMENT 30.8 \�5 \ \ qp REC NO. 2Q23IM 8 00786 0 \ 30.78� ° 2� \ \ \ \■ 1 p0 3 .13± -, � J • %_. � � ppp� 2 30.12± M� � 30.27± � o GRADE LANDSCAPE TO SAL Cp 0 5 10 20 CURB CUT. CONTRACTOR pMMERp ■ 1 5 a° °c, \ \ ■ 1 TO ENSURE POSITIVE J \ o \ \ \ 1 DRAINAGE AWAY FROM \ J \ \ \ 1 SCALE: 'I "=1 O' EXISTING BUILDING. s uG o \ ° \ 0 °� \ \ \I EX. FF=30.4± �/ -30. (� b! o o30 � 3( \ \ 1 t �30.15 .36 I� fff L ' 29.93 29.95 \ 1 9 \ 4 \ \ J 4• d q \ 2 \ 30.27± FL ME \ \ \ c ° 30.77 TC A W \ CMU SCREENWALL NOTES: �\ \ WALL ELEVATIONS T •° TW =TOP OF WALL ♦ G 'C f XXX.XX t-J BG= XXX.XX (N, * DIFFERENCE IN ELEVATIONS \ \ ao7 s BG=FINISHED GRADE d - _30.47 �, d �� \ ` ELEVATION TW ♦ / J MppC� J a �\\ �� \ BG ► .` 0.46 `� N O / \ O ♦`, ° � � J�\� \ WALL BURY DEPTH P °ER N °\' \ STRUCTURAL PLANS. FOOTINGS Q \ \ \ ° N 30.39± ME. 30 29 D 1 / II ���, 4 SHALL BEAR ON IMPROVED SOIL a G o M1P 29.85 1 ♦ \ i \ MINIMUM PER STRUCTURAL PLAN J\C,\ 30.32 ` s? PCB �'� 29.84 ♦d ? 4 NOTES.J REVISED 20' X 5,a`� ■ACCESS EASEMENT \:,�� 1 29.67 TA REC NO. 2023 9 ' 7 6 50% 30.17 TC MPPCZ \� \ EXISTING 10' X 5' Oy 30.24 CCMPPC 29.50 ,' \ ■ \�° aJ ; " ■ ACCESS EASEMENT \ 1 ► MPPC� 29.50 P(U) 30.20± ME PROPERTY LINE G REC NO. 7607260646 % 29.77 S`�9 '♦h / 30.07 e�, �% -° �\ \ 5 05 RELINQUISHED D. \ 1 / 129.9180% '=� \\ 30.83 �� �, ■ \ 29.94. . �° ' ♦ . 09/28/2023 / ♦ J�� ,,,_ �. \ .33+ FL M 1 �� / 0 1 TW= 34.05 \ 8 Q �c 8 3 ° 30.41 TC EX. 31 1 ��,� � 4% I 29.93 _ �' � � 30.07 � 30.21 BG= 30.99 � \°.� \ ••` . • •� �� � \ 3 .95 A J \ I 3'9 1 \ _ . y0 \ , CMU SCREENWALL WITH STUCCO FINISH 0 4 c II 30.07 1 ___ _-- 1 PER STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON IMPROVED SOIL 18 MIN PER \ 1. i a _ _ _ STRUCTURAL PLAN NOTES. TOP OF FOOTING = 29.38 CONTRACTOR TO CONFIRM BURY G \ 0.61 TC I 2 .86 �� \ Oa%'D 29.05 9.08 `♦ J' REQUIREMENTS WITH STRUCTURAL PLANS PRIOR TO CONSTRUCTION AND ADJUST AS ■ s \ ■ \ 1 I 30.6 ♦ \ 29.05 \ (J.?8.95 a D ♦ NNECESSARY. SEE DETAIL 3/C10.4 FOR FURTHER DETAIL. 2.489. J ° - ' ° �,/ \ -S l�1 \/ ° s `� �2% \ �` ■ I //1/ 29.11 / er d i \ d ° . �` \ • O�O�GP i s < `r ♦ 5 ■ �N I 30.82 ► \ \ Sog D o,� _ a D 1 W 1•2899 ► 29.48 i d ° a 0 ` I �30.94 \ SEWER EASEMENT D �. a I D d �' %2 \ / p PROPERTY LINE `c ■ REC NO. 5253595 N ► - - - - - - a • �- ♦' I. \. W W �`♦ c \ / 1 1 i- 1 4 d 29.06 - --- o--=a-------- -�� I d 4. D �` TW= 34.05 3.0'' 31.06 D a 4 \ �\ �,°�, W ♦� �'� \ / ► / ° d I p 2. \ 10 GAS EASEMENT ■ I \ W W ♦�, C 1 / D 0 4 REVEAL ON ° �` PROP. DRIVE THROUGH KC REC. NO. 20130411001089 \ ���`\ r ♦♦ \ 1 ` l 1 / d D a BACK OF CURB I d ° ► CANOPY PER ARCH. PLANS \ ' 4 '. w \.. ` "^ ► / 4 3 ° a 29.19 ° ° . D .67• - U�d\/ I \ ■ ■ ■ ■ ■ ■ ■ 1 O d p . D a pq - 30.14± FL ME \ EL ► ° h D d I p 1 5 • 30.64 TC \ \ ADA RAMP DETAIL \\�1 ° 5 SCALE: 1 " - 5' ► , a ° d - - I I a ° -- TP= 29.57 1 A -► I D COL= 27.54 - \ �, 1 ► � d POWER EASEMENT a - 30•79 J \ - Ln / d D a KC REC NO. 9410201209 ♦♦ o� i \ :\1 • - • , • C4.0 PROTECT IN PLACE AND 1 ° �% / I 29.41 \ \' ACCESSIBLE PATH OF TRAVEL NOTE: RESET TO GRADE. \ N ; o - - - - 2 5 29.75 , L \ �1 29.40 i s I �� \ Q \ WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY 1 --' 1 - o I 42 1 SLOPES & UTILITIES EASEMENT \ 16� • i 6� TW= 34.05 ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS \-- 1 i ` •26'42 E �' �. d BG= 30.99 3.0 :4 PER 20110620001119 %SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS \ ► N 29•89 30.45 �'� d D , \ `' •. (SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION AT A I / 0 4 LONGITUDINAL SLOPE EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE ► a 1 ° I / �' ��-' COL-- 27.54 DETECTABLE WARNING STRIP MEETING ADA STANDARDS (SECTION 406.8) ► = 1 -- _ i �� d SHALL BE PLACED WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY j -- -_ `�' i �`�% TP= 29.72 w� AND IS NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING 28.76 �� - - - - - -- // 29.48 29.69 \ ` o COL= 27.54 ADA STANDARDS. \1„ i' i 29. 7 i� // 9 47 O s a ` ,PROP. DRIVE THROUGH EXISTING UTILITY LIDS: 9 •61 4 2$% 4.09%1 i"29.97� CANOPY PER ARCH. PLANS �� - • \ \ �O% °• , f \ ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA OF 2 63 ♦♦ 1 • �� �� Y\ \ j - - - \ WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS. CONTRACTOR y COL 27.54 ° a ° '. 29.87 COL= 27.54 \ \ J7 \COL= 27.54 D COL- 27.54 SHALL CONFIRM THE FEASIBILITY OF ADJUSTING EXISTING UTILITY o 29.84 ) cA 29.88 STRUCTURE LIDS TO FINISHED GRADE PRIOR TO CONSTRUCTION AND S s 9 •83 9.93 �� I �,. o ! •,� \ 2i TW= 34.05 \� NOTIFY ENGINEER OF ANY DISCREPANCIES. J' cP \ -O 3.0' 4. D A I BG= 30.99 + � - - - - 29.85± FL ME 30.04 �� 1 n�TP= 29.89 .30• _ M . . 30.35 TC \ _ _ 50.13 1 ° COL= 27.54 UTILITY PROTECTION NOTE D 5q \ D41 30.53\ M CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO PROTECT 2 ° n 29•81 2 91 29.98�a EXISTING UTILITIES THAT MAY BE IMPACTED BY OVEREXCAVATION NOTED IN 29.7 ♦ GEOTECHNICAL REPORT � •,,.. - .♦ 13 �� -O � INil IIIIIIIIIIIIIIIIIIIImlI �I GEOTECHNICAL RECOMMENDATIONS: MATCHLINE - SEE SHT C4.1 O CAUTIONII THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING SERVICES REPORT PREPARED BY CONTRACTOR TO CONFIRM DEPTH OF EXISTING UTILITIES TERRACON CONSULTANTS, INC. DATED OCTOBER 29, 2021 AND IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR TO CONFIRM SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECH I EXISTING EXTENT OF DISTURBANCE WITH PURVEYOR AND REPORT. 2.00' MIN. I ±46 rL COORDINATE WITH NEIGHBORS TO AVOID SERVICE CLEAR SPACE I. 6' VARIABLE WIDTH TRAVEL LANE/CURB/GUTTER/MEDIAN I EXISTING ROADIWAY INTERRUPTIONS. FR-425005 A. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN EARTHQUAKE IS PRESENT. IT IS ROW DEDICATION OVERALL NOT A PART OF THIS RECOMMENDED THAT THE BUILDING BE SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND I ROW DEDICATION I PLAN. PROTECT IN PLACE. OONA(� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 8' 5 VARIABLE WIDTH IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE FOUNDATION SOILS. SIDEWALK LANDSCAPE VARIABLE WIDTH EXISTING ASPHALT TRAVEL LANE/MEDIAN �.`�*pF W A SyiBF� B. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE SAWCUT LOCATION Q (IMPROVEMENTS NOT A PART OF THIS PLAN) (MIRAFI 50OX) SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT I ,``� tic SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF STRUCTURAL FILL ABOVE THE GEOTEXTILE. Q DEVELOPMENT ENGINEERING Ca C. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND AFTER CONSTRUCTION. z yqi 12/05/2023mom mammagm ' D. PROOFROLLING IS REQUIRED PRIOR TO PLACING FILL. E. THE FIRST LIFT THICKNESS SHALL BE 18 INCHES AND THE SUBSEQUENT LIFT THICKNESS SHALL BE 6 INCHES. SPOT ELEVATION NOTES: ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE NOTED. Barghausen TIP - TOP OF PAVEMENT ADJACENT TO CURB/SIDEWALK Consulting Engineers, Inc. TC - TOP OF CURB/SIDEWALK ADJACENT TO PAVEMENT FC - FLUSH CURBING ADJACENT TO PAVEMENT 18215 72nd Avenue South ME - MATCH EXISTING Kent, WA 98032 TIP- TOP OF PAVEMENT COL - TOP OF COLUMN FOOTING ELEVATION 425.251.6222 barghausen.com N0. REVISION FL - FLOWLINE 1 A RAINIER AVENUE R.O.W SCALE: N.T.S SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: JC BY DATE APPR APPROVED: ADB SCALE: VERTICAL: NAVD 1988 • 19=10' HORIZONTAL: NAD 1983/1991 CITY OF R RENTON I ONE INCH Nxil• AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY GRADING PLAN - NORTH FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING N0: C4.0 SHEET: 5 OF: 20 H H J J LJ m a I N N O N (71 0 LJ i Cn 00 i 0 U z 0 z Q d- X LJ / iv / rn 00 / 0 O O 00 d a w O 0 W 0 5' 10' 2 0' I SCALE: 1 "=1 O' CMU SCREENWALL NOTES: WALL ELEVATIONS TW = TOP OF WALL GRADING PLAN - SOUTH FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. MATCHLINE - SEE SHT C4.0 CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON ■I■I■I■I■��■ I I■I■III I■I■I■I�I� ■I I■I■I■I■I■,I■I■I■I■I■I■I■I■I■I■I■I■I I■ICI■I■I■I■I■I■I■I■ICI I I■I■I ■I I �I■I■�■ I• � „0.6 16 I■I■I�I�I■I■I■I■I■I■I■I■I■I■I■I • 29`.91 9/9/8' f` • D\\ 7 29.81 .99 �oOG 0 'a TW= 34.05 3.0' so I 2970 BG- 3077 D 29. ° `30.08 29.62 � �1/ rn \ \ \ " P t° PROP. DRIVE THROUGH \ �\ \ \ \ \ o p °. 3b.03 \ 30.07 ( \ �,,\9.7O CANOPY PER ARCH. PLANS \�, 0 s ,� 3 .08O _. W 4 \ \ \ \ 29.86 / 0 ° PROPERTY LINE \ 4p 29.� �. 30.12ou �� 1 % \ \ 9.73 Q/ p 29., , / 29.86 9.6 \ \ & \ Xc . 30.5 0 � . 29.64 29.67 a . � � � � o s, .;•° \ \ \ 29.69 29.67 0 30.04 .1% � � POWER EASEMENT Q 29.70 - . ` �j,, KC REC NO. 9410201209 \ \ \ / 85± ME 2 ± ME `30.N \ ° p SLOPES \ & UTILITIES\o �E, ASEMENT \ FF=29.67 PER 20110620001119\ 9.73± ME 29.82± ME 30 308 ° .00 303 j 30.14 D o O 03± ME \ \s \ \ \ \\ \\ \ \ U \ O ° D. ( \ \\ \ so \ \ \ 30.07± ME "" 5 �v "o / o p ° 013 77 3C19 ° So CG' S G C Q D 30.45 / 5O / A ` 0 � � \ PNoI / \ X, TW= WAX "" , " so / ° O BG= XXX.XX \ \ moo \ p30.40 0% 30.20 j / \ ° D S s \ C DIFFERENCE IN ELEVATIONS)j� \ C Fj1% o 1 5 \\\ "7 '30.54 D / �. \ ' \ wm \ 30 26 \ 30.74 ° p \ \ � \ / p / 50 \ \ Ply \ BG=FINISHED GRADE / n so / \ PiA \ \ ELEVATION \ O \" / O \ 00.60 Q 30.61 WALL BURY DEPTH PUIN STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON IMPROVED SOIL MINIMUM PER STRUCTURAL PLAN NOTES. 29.92 L0 �\30.20 \ \� \ / 29.87± ME \� O 0.86. ��NE. -' - POWER EASEMENT \ \ \ \ N 30.00 "�GF� - - 38.71 R�OG -' 0.47± ME KC REC. NO. 9410201209 \ 10' GAS EASEMENT \° \ \ \n o 9.99 `�NF` 30.62 � O 1.�-501o� �` j -a D a KC REC N0. 20130411001089 O \ / / - so - - SD - So - SD 30. ��� 50 0 • a T L J / Eye s I SD - So - SO so - \ r o / �/ ` 30.7�± MEI °, a . o " \ / EX. 29.35 So - so SD so 30 � - � \S / SID / ° N . • D a �{ \ \ c " I �\ 1.2so 30.83± ME \ O \ °"\ ENT 30.07 O \ `� !� f • 4 ss / ss sS �• � KC REC NOSLOPES & UT201I1081ES 100M003 \ \ \ �� 30.29 OO % oss Dss 2 \ " \ 30.10 % 0.38 Ladd `� //��'' /ss/Ss I � \. J •G\ � W/W/W \ �, � a � .� 50 �' Ss � •g SS -Q . SS. •s � . J / Ja \ O c \ / S a 31.047 ;� a �SS/ss. Q \ Js \S mod= WG \ \ \ CA SPOT ELEVATION NOTES 29.92± ME d �P, / ss i c d \\ s Ss' � , \ \ \ 30.03 �� % ss / EX. 9.6'1 / ss t^ c� I \ A SPOT ELEVATIONS H W ARE T FINISHED SURFACE (TOP F \ s 30.61 i0 s/ ss Q / ss' D a ALLSO N 0 S DSU C (0 0 \\ \ s ss a p " \ V, X.1 \ , \ ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE NOTED. 2? \ ss ss' D • \ a C I \ TP -TOP OF PAVEMENT ADJACENT TO CURB SIDEWALK ` "" 50% 29 9 a `s / '�' o D Q " 3�� 17± M \ y5 6 REVEAL ON �� ao \ Q 30.06 ``BACK OF CURB a p I \ TC - TOP OF CURB/SIDEWALK ADJACENT TO PAVEMENT / �y � �ss i a ! ' p I Q \ 30. FC - FLUSH CURBING ADJACENT TO PAVEMENT \ \ 29.93-+ ME ° _`'Ss� * Q a ° 4 0.4 ME _ MATCH EXISTING �`�✓ \ "° "" o ssD' ssa Q D So \ D mac\ \ TP / TOP OF PAVEMENT \ ° / p Ss so ° \D COL - TOP OF COLUMN FOOTING ELEVATION Q ss ss \ " 4 ' D 5y s i / / a \ FL - FLOWLINE \ s - co. Q p \ d / •So c d a 55 JJ I ISS-SS \ `�-s30.66AE. .'° / .� p /.so \' &// \ o -SS -SS- " 59 �. % d ♦ .. \ \ SQ p a i 1� ° v\ 10 GEOTECHNICAL RECOMMENDATIONS: °/ ss - SS 41 S c I d'. So. p d. Q a i \ 3�.d's± M THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING SERVICES REPORT PREPARED BY a c \ , b a i 50 • \ a GRADING TO BE DONE FROM qa \ C E3 TERRACON CONSULTANTS, INC. DATED OCTOBER 29, 2021 AND IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR a \ a �� d so / s ° ' Q EXISTING SIDEWALK TO SOLDIER COARSE " 30. SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECH a. " \ 50�' a. Q BOARDER. SEE PATIO PLAN FOR MORE REPORT. " p,o ° INFORMATION. 33 3�02± M W / 3A. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN EARTHQUAKE IS PRESENT. IT IS " � °. Q'58 ' .27 0%\ c \`, C E sa \ RECOMMENDED THAT THE BUILDING BE SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND \ \\ / / ° p �' �� \ `� , / " / • ° IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE FOUNDATION SOILS. " 30.47± \ \ B. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE \ \ / �0% ° D 3 .28± ME D \�' • 30.47± M ° so (MIRAFI 500X) SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT ,lop Ey, 2 ,•, c\ o / SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF STRUCTURAL FILL ABOVE THE GEOTEXTILE. \ / " 5± ME a C. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND AFTER CONSTRUCTION. \ "" �; �\ 0 \\ 3 .1 s a D. PROOFROLLING IS REQUIRED PRIOR TO PLACING FILL. G I E. THE FIRST LIFT THICKNESS SHALL BE 18 INCHES AND THE SUBSEQUENT LIFT THICKNESS SHALL BE 6 INCHES. EX. 29.31 �O 30.47± ACCESSIBLE PATH OF TRAVEL NOTE \ 15 X 1 r% o "" a WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE, A MINIMUM 60" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS (SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING ADA STANDARDS. THE PEDESTRIAN PATHWAY SHALL BE REMOVED FROM THE PLANTING AREAS. IT SHALL BE DELINEATED WITH A CONTRASTING MATERIAL OR TEXTURE FROM THE PARKING AND DRIVE AISLES. EXISTING UTILITY LIDS: ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS. CONTRACTOR SHALL CONFIRM THE FEASIBILITY OF ADJUSTING EXISTING UTILITY STRUCTURE LIDS TO FINISHED GRADE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. SEWER EASEMENT REC NO. 9708110700 UTILITY PROTECTION NOTE: Barghausen CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO PROTECT Consulting Engineers, Inc. EXISTING UTILITIES THAT MAY BE IMPACTED BY OVEREXCAVATION NOTED IN GEOTECHNICAL REPORT 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com NO. \ ° 9.9 \± ME �\ \ 3D0.0 _ MI %.85± ° s \ ° \ SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: J`+ REVISION BY DATE APPR APPROVED: ADB FF=30.50 0 Know what's below. 0 Call before you dig. 1 Dial 811 SCALE: VERTICAL: NAVD 1988 • 1ID-10' HORIZONTAL: NAD 1983/1991 CITY OF I RENTON VR ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY COMPLIANCEIN OF •STANDARDS DEVELOPMENT AFNT02 GRADING PLAN - SOUTH FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING NO: C4.1 SHEET: 6 OF: 20 N T 0 O N 1 u H H T N Q J H H O LO N O W J J LJ m Q I �i 10 (V 0 (V rn +s 3 LJ I Cy) 00 i 0 U z 0 (n z Q m x LLJ i C N i CO i 0 0 0 00 n a Z 0 10' 20' 40' SCALE: 1 "=20' ALL STORM PIPES, STRUCTURES, AND FACILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED UNLESS OTHERWISE NOTED. ® DRAINAGE NOTES 1. CONNECTION FOR ROOF DRAIN CONFIRM DOWNSPOUT LOCATIONS AND TIE-IN POINTS WITH PLUMBING PLANS. 2. TYPE 1 CATCH BASIN. SEE DETAIL 1 /C5.1. 3. CURB CUT. SEE DETAIL 4/C10.3. 4. STORM DRAIN (SD) LINES SHALL BE ADS N-12 UNLESS OTHERWISE NOTED. ALL STORM DRAIN PIPES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND CITY STANDARDS. SEE DETAIL 3/C5.1 FOR CITY STANDARDS. O MODULAR WETLAND MODULAR WETLAND 4'X8' MODEL MWS-L-4-8-V-UG SEE DETAIL 3/C5.2. O PERVIOUS CONCRETE SEE DETAILS 5/C5.1 AND 1/C5.2. Q SOIL AMENDMENT INSTALL IN ALL LANDSCAPE AREAS. SEE DETAIL 2/C5.2. O UTILITY POTHOLE SEE SHEET C9.0 FOR POTHOLING REQUIREMENTS 7-7 11 �11 / 10' WIDE ACCESS ESMT REC NO. 7607260646 RELINQUISH ED. E D 09/28/2023 11 1 REVISED 20' X 5' ACCESS EASEMENT REC NO 20230026000786 PROPOSED 13' X 19 ACCESS EASEME REC NO. 2023092800 L1.0 AIL CORNER COMMERC►A1. N7T26.42"E 1 n ° I / \ N c ° 3 1 N Jcl N 'CL 3 yy �\Z�m SEWER EASEMENT / REC NO. 5253595 1 / LnLn / EL / PAVEMENT SWALE (TYP) 2 10' GAS EASEMENT KC REC NO. 20130411001089 / ° A RIM PER PLAN RIM PER PLAN NEW 8" PIP AND EXPAN KNOCKOUT IE = 26.31 6" CKOUT = 26.31 EX. CB KNOCKOUT ADJUSTMENTS C5.0 SCALE: N.T.S. 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 0 1-800-332-2344 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 CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. POWER EASEMENT KC REC NO. 9410201209 / I \ 76 LF 8" DI SD 0`0.50 C DRAINAGE PLAN FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON .5' NT \. \i 0786 N'. \ 4, h CA co G \ � 3 ♦so 2,� s \ \1 \ 3 A J\ \ \\ \\ \ \ \\ \ Y4 PROP. DRIVE THROUGH (� \ - - - - - - - - - - _ CANOPY PER ARCH. PLANS 61 LF 8" DI SD @ 0.50% ��` G\ CB \ N1 55,75 \1 ' \► ` \ I � _ 1 RD #1 \ iI -19 LF 8" PVC SD 0.50%\ v \ \ \ 10' GAS EASEMENT ` `\ KC \ REC. NO. 20130411001089 RD #2 19 LF 8" PVC SD_ @ 0.50% \ \ RD #3 � � \ CB \ f PROP DRIVE THROUGH` g ` CANOPY PER ARCH. PLANS �" \ s SLOPES & UTILITIES EASEMENT \ � CB \ -�'� PER 20110620001119 \ o a\' s \ ♦ 3 66 LF 8" PVC SD @ 0.50% ' \� \ \ EXISTING CATCH BASIN EXISTING CATCH BASIN (� ` _ \ RIM = 29.26 c ♦ \ Ss \ RIM = 30.61 P00 \ \ EX. IE 8 S (OUT) = 26.31 --� ` 18 1.- EX, IE 12 S (IN) = 25.12 NEW IE 8" NW (IN) = 26.31 `� `. ,-� �;.� NEW IE 12" W (IN) = 25.12 NEW IE 8" N (IN) = 26.31 \ s ♦ 3 a . �� NEW IE 8" N (IN) = 25.12 ` \ SEE DETAIL THIS SHEET. \ ° \\` ♦♦ \� Q EX. IE 12" E (OUT) = 25.12 ADJUST THE EXISTING CATCH d �� ♦♦ o ° m CB BASIN DIRECTION TO \ \ ss USE EXISTING OIL/WATER SEPARATOR: ♦ / ° POWER EASEMENT ` ACCOMMODATE THE v° ` CONNECTIONS AS NEEDED \ 1,000 GAL GREASE INTERCEPTOR \ � 1 S C � \ K� EC. N0. 9410201209 / - s SINGLE VAULT SYSTEM ° SEE DETAIL 3/C8.1 �E RIM = 30.71 sa / fvba2'I ` J NEW IE 12" W (IN) = 25.57 �_- �' \ � : � \ \ CB y`F' NEW IE 12 E (OUT) = 25.57 - 14 LF 12„ PVC SD CAD 0.67% ° 4 \ \ RESET STANDPIPE PER sD - sD F 1 P ° 5O / S°`� (1 \`L� q n " \ \ ` CB - 4 6 L 2 ,VC SD 0 0.50% ° DETAIL /C5.2. , �C o .� m •. CB ` 6 LF 12" PVC SD CAD 1.69% � .. ss./ �• 9\ \ \ \ � sN 3 �\ \ 519 n ;0 \ Cl 4 .'O . \ \ w ° ' .SS• / �. s ° SLOPES & UTILITIES EASEMENT 5KOUT ° sN \\ SS o n . e %\ J a c§ \ \KC REC NO. 20110811001003 \ ° c J SSAIIH S SS \55 ° ° / a° •„ Sp e l a SS \55 ; : n J . .. ° 5° a . • / 4\ C B \ C' a c/ 5v 'l •d 0 / / \�� \ \ NEW 8" PIPE a. 50 / / \ V� AND EXPANDED KNOCKOUT \\` °, °so ° ' a50.a / / / / \\c' Cg o IE = 26.31 15 X 100 SEWER EASEMENT � o,p.. \ , .� REC NO. 9708110700 s �pG ❑2 El \rJ a u ❑a STORM STRUCTURES TABLE CB #1, TYPE 1, W/STANDARD GRATE LAT: 47.4790237• LONG:-122.2172067• RIM = 28.79 IE=26.62 (8" S) CB #2, TYPE 1, W/STANDARD GRATE LAT: 47.4788825• LONG:-122.2174684• RIM = 28.76 IE=26.69 (8" E) MWS, MWS-L-4-8-V-UG LAT: 47.4786680• LONG:-122.2169592• RIM = 30.80 IE=25.46 (12" W) IE=25.21 (12" E) RD #1, W/TRAFFIC-RATED LID LAT: 47.4788990• LONG:-122.2170429• RIM = 29.47 IE=25.64 (8" S) RD #2, W/TRAFFIC-RATED LID LAT: 47.4788993• LONG:-122.2170160• RIM = 29.67 IE=25.55 (8" N) IE=25.55 (8" S) RD #3, W/TRAFFIC-RATED LID LAT: 47.4788508• LONG:-122.2169878• RIM = 29.87 IE=25.45 (8" N) IE=25.45 (8" S) , 4 Know what's below. 10 GAS EASEMENT PORTION OF • - - TED-40-4063 TO REMAIN (TYP IMPROVEMENTS FROMCal I before you dig. Dial 811 OF STORM WITHIN PROPERTY) \ Ilk I�hq�.'. I ►� I��I��L�'�r� �Ar kmilgyp° °<��i�Io� ;'�j��i��� • � p /�� %-. SURFACE WATER UTILITY DEVELOPMENT ENGINEERING ���,�•,, pp°�i\ '�7�G;/',',�, 1 . - / ('jR" • / / 'DF.NTO? nA / � �`'��'� ice• .� Bar hausen g Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA98032 425.251.6222 barghausen.com SURVEYED: RLH SCALE: � ^/ ' =20 VERTICDATE: HORIZONTAL: NADD79S%1991 � UiR CITY OF RENT 0 N Planning/Building/Public Works Dept. O o DRAINAGE PLAN 0 D FOR CHICK-FIL-A RENTON dd 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 03/29/2023 DESIGNED: ADB FIELDBOOK: PAGE: MMM DRAWN:ONE INCH DRAWING N0: C5.0 CHECKED: is l� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: ADB SHEET: 7 OF: 20 N T O O N 1 u H H T N Q J 0 N I W I - J J W m a D L17 N CD N a W I Cn DO U) r) U Z O U) Z Q q- x W 01 C 0) / co ICY) Do Co CD CD C) Do a w CITY OF RENTON SURFACE WATER STANDARD NOTES DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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 MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS 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 APPLICANTS 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 51NSIDE 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 NOTTO SCALE (NTS) STD. PLAN - 267.00 c®• PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: �I� DEPARTMENT NOTES (1 OF 2) GAZ 9/28/2018 Publk works FEminlnram, DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 FINISHED GROUND D/4 D 'D/4 / CULVERT CROWN FIELD CUT PIPE BEVEL SEE NOTE 1 NOTEE E SEE 2 D/4 NOTE t fl� 2 SEE NOTE 3 D m SEE NOTE 2 6. SIDE VIEW CULVERT INVERT '\/� ' • ��///�\I1 ,• 24" .,. FRnUT VIEW 5 3/4"x3/4" DIA. THREADED 10" (TYP.) ROD, 4" EMBEDMENT WITH 1/2" (TYP.) HEX HEAD NUT (TYP.) 1 112" 4., O 3/4" MAX. (TYP.) (TYP.) (TYP.) T- 1" MAX. 1" MAX. ' • D-2", SEE NOTE 1 INSTALL RESIN BONDED ANCHOR (TYP.) SECTION A 5 3/4"x3/4" DIA. THREADED 10" (TYP.) ROD, 4" EMBEDMENT WITH '1. (FYP.) HEX HEAD NUT (TYP.) 1 112" 4" o 3/4" MAX. (TYP.) (TYP.) (TYP.) T-o 1" MAX. 1" MAX. 3 1/2" L ' . VARIES INSTALL RESIN BONDED D-2", SEE NOTE 1 ANCHOR (TYP.) SECTION B 7/8" DIA. HOLE I 3/8" x 4" x 10" STEEL PLATE 1/ 3 (TYP.) 3" x 3" x 5/16" STRUCTURAL TUBING HEADWALL, SEE STD. PLAN 222.00 FOR DETAILS SAFETY BAR (TYP.) RESIN BONDED ANCHOR (TYP.) - 3 1/2" x 3112" BLOCKOUT (TYP.), FIELD CUT CULVERT TO MATCH BLOCKOUT IN HEADWALL CULVERT PIPE OR PIPE ARCH ISOMETRIC VIEW NOTES: 1. D = INSIDE DIAMETER OF CULVERT PIPE, OR PIPE ARCH SPAN WIDTH, 36" MAXIMUM. 2. THE DISTANCE BETWEEN THE SAFETY BARS, AND BETWEEN THE TOP BAR AND THE CULVERT CROWN, SHALL BE EQUAL SPACES OF NO MORE THAN 24". THE DISTANCE MAY VARY 35/64" (31") BETWEEN BARS TO FACILITATE PLACEMENT. 3. SLOPE SHALL MATCH SIDE SLOPE; 6H:1V PREFERRED, NOT STEEPER THAN 4H:1 V. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 222.20 • PUBLIC WORKS TYPE 2 SAFETY BARS FOR CULVERT OR APPR D VQ'1` DEPARTMENT GAZ 9/28/2018 1 PIPE ARCH (ON CROSS ROADS) r"botwo,kswmminrato. DATE IPE BEDDING NOT TO SCALE :45 AN :45 AN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DRAINAGE DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY. STATE OF WASHINGTON DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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: • 4-8INCH ROCK /40-70%PASSING; • 2-4INCH ROCK /30-40%PASSING; AND • LESS THAN 2 INCH ROCK 110 - 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. 21. 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 AND/OR 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 CITY'S 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. STD. PLAN - 267.10 Ar %. PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 I DATE DocuSign Envelope 1D: 6EECF5B6-602A-4E4A-B436-A317AA638878 3/4' FLAT FACE GOTHIC ❑❑ 4❑❑ ❑ ❑ STORM ❑ C 4" ❑ ° ❑ ❑ q T -� 8-13/16"DIA 1�- ° ° 8-1/8"DIA 1 I 11 10-1/2" DIA (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS 5/8 ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND COVER, SEE NOTE 3 - I---i Qv 8" CLASS "B" ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 �� Illflfllflfll TO OVERFLOW STRUCTURE OR STORM MAIN \ •�v�./i�✓% `MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION PAVED AREA (TYP.) 112" EXTEND CLEANOUT RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN FERNCO GASKETED DESIGN PONDING QUIK CAP OR SIMILAR ELEVATION 4"STREAMBED COBBLES .;� PER WSDOT 9-03.11(2) - 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS 8C_7Q Q�BC PER WSDOT 9-03.12(4) O� CLEANOU SEE NOTE NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO. 00367549BOl OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 • PUBLIC WORKS APPROVED: DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 1 PubLt works nammrso-am, DATE 4 STORM CLEANOUT NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com No- REVISION :45 Al :45 An 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 6 5���0.(7c 3FFNO; 26 . TFs / \ L P A fl #3 BAR EACH CORNER flZ. fl \ I N #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", STD. SPEC. 9-05.20 12" 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 NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION )) 9-05.50( 9 OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE 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 OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 11:24V OR STEEPER. 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 NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 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. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING I5 NOTTO SCALE(NTS) STD. PLAN - 200.00 ..R PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 kubut works n°mlmsvamr DATE #3 BAR EACH CORNER 18" MIN. TYPE 1 CATCH BASIN DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 MIN. 4,000 PSI COMPRESSIVE STRENGTH CONCRETE BAND (TYP.) DEPRESS LANDSCAPING 1" PERMEABLE NEXT TO EDGE TREATMENT PAVEMENT SECTION, SEE STD. PLAN 261.16 ._ 1U_ EXTEND TO BOTTOM OF / PAVEMENT BASE CONCRETE BAND AT LANDSCAPE PERMEABLE FLUSH EDGES KEY OR EXPANSION JOINT PAVEMENT SECTION, PER DPW APPROVAL (TYP.) SEE STD. PLAN 261.10 IMPERMEABLE PAVEMENT O 2" MIN. EMBEDMENT KEY FROM ADJACENT IMPERMEABLE PAVEMENTBASE CONCRETE BAND EXTEND TO BOTTOM OF PAVEMENT BASE CONCRETE BAND BETWEEN PAVEMENT NOTES: 1. ALL PERMEABLE PAVEMENT APPLICATIONS SHALL CONFORM TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION C.2.7 AND WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS. 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 261.00 •tea PUBLIC WORKS PERMEABLE PAVEMENT - APPR D '�1� DEPARTMENT EDGE TREATMENTS GAZ 9/28/2018 :45 AM vubllt Works Mminlstratar UAIE PERMEABLE PAVEMENT EDGE xz NOT TO SCALE SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: JC BY DATE APPR APPROVED: ADB DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION 4�ADJUSTMENT SECTION � F BASE SECTION NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yz BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) STD. PLAN - 202.00 o PUBLIC WORKS PRO RI DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9 V41307vobro woes n°mlmsn,to, DATE :45 Al CATCH BASIN INSTALLATION NOT TO SCALE :45 Al 0 Know what's below. p Call before you dig. ® Dial 811 R-425008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY D DEVELOPMENT ENGINEERING ` J Farah 11 /21 /2023 yqi 12/05/2023 SCALE: DATE: N/A VERTICAL: NAVD 1988 CITY OF o� DRAINAGE DETAILS 03/29/2023 HORIZONTAL: NAD 1983/1991 FIELDBOOK: 10 RENTON 0 FOR PAGE: ONE INCH • CHICK-FIL-A RENTON DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. ® IF NOT ONE INCH 375 RAINIER AVE S RENTON, WA 98055 C5 SCALE ACCORDINGLY STORE NO.: 04249 SHEET: o OF: 20 T N J vi co Nt O O O M1 W r�1 o DRAINAGE DETAILS N FOR HI K-FIL=A RENTONC C I SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. LLI CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON cV T 1 0 C) DocuSign Envelope ID* 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 (D co PERVIOUS CONCRETE/POROUS ASPHALT N PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 A B UNDISTURBED GRASS: SEED OR SOD SITE SPECIFIC DATA PAVEMENT BASE, NATIVE VEGETATION 0' SEE NOTE 6 PROJECT NUMBER 736661 WETUWDMED14 C/L SAND LAYER (IF REQUIRED), f /\//�/�//\r/\//\ SEE NOTE 5 \\/�\�/\\/ \/\\/ \\/\\/\\r"\\/\\/ \/ \/ i�'/�\\// \\ % \/ BED \/ \ \/� \� \ PROJECT NAME Chik Fil A Renton (BCE # 18963) 12" MIN. ABOVE SEASONAL HIGH UNDISTURBED NATIVE SOIL ��/\ / \/ �Y/\ \ / /\ ,(/ / UNDISTURBED NATIVE SOIL r - - - - _ _ _ _ _ , GROUNDWATEROR \ \\� \/ \\�/\" \ \�\ \\ VER17`C n I HAT`H HYDRAULICALLY //\/ //\/\��\ \ �/ / PROJECT LOCATION Renton, WA ,1Mffl�A I ".:..-� I UNDEROR,4/N 1./L SUBGRADE, SEE NOTE 4 v RESTRICTIVE LAYER /\\/ \/\ / / \\//\ \// /\/ P/7IG�/G{/ I O STRUCTURE ID MWS # 1 PERIMETER MANIFOLD � PERVIOUS CONCRETE/POROUS ASPHALT /�\�j\���\�/\\j\� \//\\//\\\/T j\ j TREATMENT REQUIRED VOID AREA I n n MINIMUM MATERIAL THICKNESS (IN): RESIDENTIAL STREETS AND FLOW BASED (CFS) I �•:• I ALLEYS PEDESTRIAN OPTION 1 - NO DISTURBANCE DRAIN DOWN LINE 0.084 PERVIOUS POROUS PERVIOUS POROUS v I - I O LAYER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.710587 , °.,....<,• . - r- , (IN) (IN) (IN) (IN) PLANTING BEDS TURF (LAWN)AREAS T PIPE DATA I. MATERIAL DIAMETER , I � N A PERMEABLE PAVEMENT, SEE NOTE 1 8 6 5 4 0�j/ INLET PIPE 1 25.46 PVC 1 2 �� ❑ ', 3"-4" ARBORIST WOOD CHIP MULCH, - - / i GRASS: SEED OR SOD I s., o '. SEE STD. PLAN 262.60 / � � O , .�.,. B CHOKER COURSE, SEE NOTE 2 0 2 0 2 i- ,_ n-, INLET PIPE 2 N/A NSA N/A I ❑ I iur : ,." �4 = sr?^ :"s;°,. •`;; I II II =11I-III-III=11I-III-III-III ❑ I- - - - --1-1TI--1TI=1TI=1TI=-1TI-1 © AGGREGATE BASE, SEE NOTE 3 e 6 6 4 ff - ' �' LL _ _ _ OUTLET PIPE 25.21 PVC _ 1 III III-111 12 J cz 3" OF COMPOST INCORPORATED - =III=III- = =11I- I- 1 75" OF COMPOST INCORPORATED INTO NOTES: INTO 5" OF SITE SOIL (TOTAL 11=1 1=1 1=1 1=1 PRETREATMENT BIOPIC TRATION DISCHARGE AMENDED DEPTH OF 9.5", FOR A -III-III= - T III- 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH I I OF 9.5', FOR A SETTLED DEPTH OF 8") A A 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE SETTLED DEPTH OF 8") _ RIM ELEVATION 30.76' 6' 8� D 6 (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATS) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER OUTLET PIPE _ COURSE REQUIRED WHEN ATPB IS USED. (�I1=III=1I ICI I�I1=1I 1=11 11� 1=11 TI=1 =1 /NLET PIPE SEE NOTES 9' Oo 1= n- um -I a -I SURFACE LOAD DIRECT TRAFFIC SEE NOTES 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2.� 1=1I=T-ITI- - II LI Ii1 IiI 1i1, 6" n I I IHI LEFT END VIEW 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(903.9(2)).OPT1. RUNOFF STORAGE REQUIREMENTS MAY , SUBSOIL SCARIFIED 4" BELOW NO TES.- PLAN VIEW REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR SUBSOIL SCARIFIED 4" BELOW j/ \// _ '�` /� :i.!///\ �/\ COMPOST AMENDED LAYER STORMWATER CONTROL MUST BE SUBMITTED. COMPOST AMENDED LAYER I� ;\\%/\ \\\/\\j, / '��\/ \\/\ (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) 4 PREPARE AND PROTECT OF MAXIMUM DENSITY PER WS ODT 2 03 3(E PER 14 DAOV RCOMPACTED S BGRADE SHAGSP 2-06.3(3) SUBGRADE FOR LL BE SCARIFIED ABLE ITO 8- MIN. AND RE OMPACTEDOMPACT TO A DEPTH OF 6" TO 90 %-92 % /•(/// //\ , 12,. //\ / * PRELIMINARY NOT FOR CONSTRUCTION 5. PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIVALENTS PER 100 GRAMS. A6INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN OPTIONS 2, 3, AND 4 -AMEND IN PLACE OR STOCKPILE AND AMEND BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. 6. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS INSTALLATION NOTES C/L CA 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSPs) DIVISIONS 2-9 APWA GSPs, AND WSDOT STANDARD SPECIFICATIONS. 3"-0" ARBORIST ��� ��� ��� �/' 30.76 A WOOD CHIP // GRASS: SEED OR SOD 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. / D" INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND I RIM/FG ' MULCH, SEE STD. � _ 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 265.00, 265.10, AND PLAN 262.60 I NOTES: I� 1­7 265.20, AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE CONFLICTS. 1 FENCEDAREAS OF NO DISTURBANCE TO BE AND EXISTING VEGETATION AND SOIL TO BE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN 4. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL 6" IMPORTED 6' IMPORTED MANUFACTURERS CONTRACT. PROTECTED FROM CONSTRUCTION IMPACTS. O APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. TOPSOIL MIXI TOPSOIL MIX (COMPACTED (COMPACTED GENERAL NOTES- 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER I SZ 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE I , PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED DEPTH) 6" DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY HGL/OPERATING HEAD: 27.41C) CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING \ \ \ SUFFICIENTLY TO FULLY SATURATE WITHOUT THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING I 1 �•/ SEALED AT THE PAVEMENT SURFACE. -i \// \\// \/ /\ \ \ CAUSING EROSION , FLOW CONTROL \/ PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. Q OD 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 -� \ / L,' .. 2. COMPOST TO MEET STD. PLAN 262.60. RISERSUBSOIL Q - IN/HR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-06.3(6). - -. �\ \\ r /\\ \\, - SCARIFIED s" 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING SUBSOIL IS �- ��\/\\ /\/ /\\r \/ 3. COMPACTION OF TOPSOIL HERE REQUIRED I I - = 4i 1 / / / r BELOW IMPORTED ) lE IN - / / I r F T I A - 7. ROADWAYS DRIVEWAYS AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON SCARIFIED 6" - \ \ \ \ - PIPES. ALL PPES MUS BE LUSH Wl H INSIDE SURF CE OF TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. BELOW IMPORTED / % \/ \// rr�r r�/\ __ _� TOPSOIL MIX TO BE TO BS% OF STANDARD PROCTOR. , ax TOPSOIL 4. SEE CONSTRUCTION PLANS FOR SPECIFIC CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF 25.21 8. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PER STD. PLAN 261.20. �/ /\//� /� 12" rr / r /\/ PROJECT REQUIREMENTS. OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. I IE OUT 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS, OPTION 5 - IMPORTED TOPSOIL ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURERS 6' MI &ISE UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STANDARD CONNECTION DETAIL. 6' 4'-O• 6' STD. PLAN - 261.10 STD. PLAN - 264.00 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, RIGHT END VIEW PERMEABLE PAVEMENT MATERIAL 5'-0" L" PUBLIC WORKS SECTIONS -PERVIOUS CONCRETE AND APPGYgZ 9/za/zoi8 I :as AM PUBLIC WORKS SOIL AMENDMENT SECTIONS APPR ED: g/28/2018 I :4s An MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR e DEPARTMENT DEPARTMENT GAZ BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED ELEVATION VIEW POROUS ASPHALT DATE mws a DATE N.T.S OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS ALL UNITS WITH PERVIOUS CONCRETE ��NOT SOIL AMENDMENT VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND TREATMENT FLOW (CFS) 0.084 INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING CONTECH FOR ACTIVATION OPERATING HEAD (FT) 2.5 NOT TO SCALE TO SCALE OF UNIT MANUFACTURERS WARRANTY IS VOID WITHOUT PROPER PRETREATMENT LOADING RATE (GPM/SF) 1.5 ACTIVATION BY A CONTECH REPRESENTATIVE. GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 ROUND MANHOLE COVER MARKED 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. MWS-L-4-8-V-UG "DRAIN" WITH LOCKING BOLTS 0%IPNTECH ®2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO nn o o u L A R HANDHOLD RIM PER PLAN CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS ETLANDS STORMWATER BIOFILTRATIONSYSTEM AND ACCESSORIES PLEASE CONTACT CONTECH. FOR PATENT INFORMATION, GO TO ENGINEERED SOLUTIONS LLC www.ContechES.com/IP www.ConUchES.com STANDARD DETAIL 16" MAX OPEN TOP o EL 28.37 MODULAR WETLAND SYSTEM NOT TO SCALE .a • o OPEN TOP EL 27.87 .aa _J J W Q Ll) W M In I Of 12" OUTLET o U-) 12" OUTLET TO EXISTING a_ TO BYPASS ; Cf' o i' OIL/WATER SEPARATOR U , > o h i > M N c, �utLEt ZO N I w > 12 1MENj pC14 NOf (� w N ZREP UN 0:: Lu (/7 CN z g IE=25.57 INVERT EL a 01 25.57 CAP BOTTOM �• B" I=T 0 Know whafs below. z ORIFICE # 1 w BYPASS OUTLET RESTRICTOR PLATE _ _ Q ® Cal before you dig. RISER N WITH SHOP -DRILLED ORIFICE 1 Dial 811 /9 60" 00 STEPS OR LADDER a:•°..,. DIA.=1.44" \ • A. I FR-425009 /l rerT z 6y DONALD IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 co ohs P ��o� W A Sh,// e z B PROFILE VIEW � w SURFACE WATER UTILITY �� DEVELOPMENT ENGINEERING + X ca z J Farah 11 /21 /2023 yqi 12/05/2023 a FLOW SPLITTING MANHOLE �_ 21036 82 14 .�F�FG/S T If-: NOT TO SCALE s`s/ONALENG y co 1 rn O Barghausen j .. SURVEYED: RLH SCALE: VERTICAL: NAVD 1988 • DATE: Consultin En ineers, Inc. ADB N/A HORIZONTAL: NAD 1983/1991 CITY 0 F o� DRAINAGE DETAILS 03/29/2023 DESIGNED: 00 00 MMM RENTON O FOR PAGE: 18215 72nd Avenue South DRAWN: ONE INCH • CHICK-FIL-A RENTON DRAWING N0: w Kent, WA98032 CHECKED: JC. AT FULL SCALE Planning/Building/Public Works Dept. 375 RAINIER AVE S RENTON, WA 98055 C `J.2 f 1IF NOT ONE INCH w 425.251.6222 barghausen•com NO. REVISION BY DATE APPR APPROVED: ADp SCALE ACCORDINGLY STORE NO.. 04249 SHEET: OF: 20 D O LO N 0 W J J w m Q I 0 N N 10 N 0 N U LLJ r7 CT) 00 i 0 U z 0 1n z Q d- x LLJ C / Cn Do / 0 O O 00 d a w 0 10' 20' 40' SCALE: 1 "=20' �V 1 1�1 1 T% 11 11 1/ 10' WIDE ACCESS ESMT - REC NO. 760726064611� RELINQUISHED �1 09/28/2023 1y REVISED 20' X 5' - ACCESS EASEMENT REC NO. 20230928000786 SEWER EASEMENT REC NO. 5253595 10' GAS EASEMENT KC REC NO. 20130411001089 PROPOSED 13' X 19.5' ACCESS EASEMENT REC NO. 20230928000786 Ap RC► CORNER L1.0 COME _ _;- A,)'E i4a. 15' X 100' SEWER EASEMENT REC NO. 9708110700 V. \ \ / SEW REC.S14 ' 9/08 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com HORIZONTAL CONTROL PLAN FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON REVISION SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: is DATE APPR APPROVED: ADB S1757'04"E 48' SCALE: VERTICAL: NAVD 1988 11=20' HORIZONTAL: NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LINE TABLE Line # Length Direction L1 11.29 S75` 50' 46.64"W L2 10.78 N 14° 09' 13.36"W L3 8.50 S75° 50' 46.64"W L4 15.50 S14° 09' 41.02"E L5 20.10 S75` 50' 48.47"W L6 18.62 N 14° 09' 13.36"W L7 18.93 S 14° 09' 13.36"E L8 3.59 S75° 52' 01.05"W L9 15.09 N 14° 09' 13.36"W L10 54.00 S75° 50' 46.64"W L 11 11.53 S 14° 07' 50.89 "E L12 10.05 S77° 30' 54.81 "W L 13 63.26 S 12° 30' 02.67"E L14 23.00 S19° 53' 27.23"E L15 103.38 S75° 50' 46.64"W L16 13.25 N82° 47' 21.51 "E L17 42.05 N70° 06' 05.73"E L18 135.74 S20° 22' 58.53"E L19 3.00 S69` 37' 01.47"W L20 68.29 S20° 22' 58.53"E CURVE TABLE Curve # Length Rodius Delto C 1 11.22 7.01 91.72 C2 3.90 2.50 89.49 C3 4.66 3.00 88.93 C4 4.71 2.99 90.23 C5 4.54 3.00 86.64 C6 15.27 10.00 87.47 C 7 1 15.10 5.00 173.06 C8 2.66 12.00 12.69 C9 39.06 25.00 89.52 C 10 4.63 1.50 176.89 C 11 4.67 1.50 178.47 C 12 43.75 27.99 89.57 C 13 39.06 25.00 89.52 C 14 23.44 15.00 89.52 C 15 18.86 12.00 90.06 C 16 4.69 3.00 89.61 C 17 4.81 3.00 91.80 C 18 4.79 3.00 91.37 C 19 3.16 2.00 90.43 C20 2.64 2.00 75.52 A10=41116 CITY OF ,R RENTON Nxil• Planning/Building/Public Works Dept. LINE TABLE Line # Length Direction L21 5.08 S20` 22' 58.53"E L22 41.50 S20° 22' 58.53"E L23 41.56 N70° 06' 05.73"E L24 3.00 N 19° 53' 54.27"W L25 41.56 S70` 06' 05.73"W L26 41.50 N20° 22' 58.53"W L27 5.08 N20° 22' 58.53"W L28 68.29 N20° 22' 58.53"W L29 117.48 S20° 22' 58.53"E L30 41.23 N70° 06' 05.73"E L31 8.51 S 19` 57' 38.36"E L32 14.00 N70° 06' 05.73"E L33 16.90 N 19° 56' 56.98"W L34 27.00 N70° 07' 54.65"E L35 18.32 S 19` 56' 56.98"E L36 15.00 N70° 02' 41.88"E L37 45.02 S19° 53' 28.43"E L38 14.00 S70° 06' 31.57"W L39 15.49 S20` 07' 41.40"E L40 13.99 N70° 06' 34.67" E CURVE TABLE Curve # Length Rodius Delto C21 4.41 3.00 84.20 C22 4.71 3.00 90.00 C23 4.64 2.97 89.42 C24 11.73 7.51 89.52 C25 3.14 2.00 89.99 C26 3.14 2.00 90.05 C27 1 3.14 2.00 89.94 C28 3.14 2.00 90.06 C29 4.70 2.98 90.38 C30 4.73 3.03 89.49 LINE TABLE Line # Length Direction L41 25.95 S19° 57' 56.09"E L42 15.56 S69° 59' 36.27"W L43 16.78 S 19° 53' 54.27"E L44 25.50 S69` 53' 50.69"W L45 15.00 N19° 53' 54.27"W L46 14.53 S70° 06' 04.21 "W L47 11.32 S 19° 53' 50.20"E L48 20.00 N70° 06' 05.73"E L49 5.37 N 19° 53' 28.43"W L50 14.00 S70° 03' 22.84"W L51 34.00 N19° 53' 28.43"W L52 14.00 N70° 03' 09.87"E L53 5.87 N 19° 53' 28.43"W L54 20.02 S70° 03' 11.44"W L55 47.20 S 19* 53' 28.43"E L80 20.73 N70° 02' 56.24"E L81 1.01 S20° 13' 25.64"E L82 1.85 S 19° 57' 03.76"E L83 2.22 S 19° 57' 03.76"E L84 20.56 S70° 03' 03.97"W HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL 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 CONTRACTORS RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS REFLECTING ANY ISSUED PLAN REVISIONS. p Know what's b@IOW. p Call before you dig. 1 Dial 811 R-425010 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t IL yqi 12/05/2023 S HORIZONTAL CONTROL PLAN FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING N0: C6.0 SHEET: 10 OF: 20 N T O O C'7 CV 1 u H H T CV Q J H H O O i W J J LLJ m Q 12 LL N O N w rn 00 / 0 U z O z Q d- X LLJ / / 00 / 0 O O 00 d a w ® SITE DEVELOPMENT NOTES: 1. EXISTING CHICK-FIL-A RESTAURANT. 2. PROPOSED ASPHALT PAVEMENT. SEE DETAIL 2/C10.2. 3. PROPOSED CONCRETE PAVEMENT DRIVE-THRU. SEE DETAIL 1/C10.0. 4. PROPOSED ON -SITE CONCRETE SIDEWALK. SEE DETAIL 7/C10.0 5. PROPOSED CHICK-FIL-A TRASH ENCLOSURE. SEE ARCHITECTURAL PLAN AND DETAIL 5/C10.0 FOR TRASH ENCLOSURE DETAILS. 6. PROPOSED DIRECTIONAL PAVEMENT MARKINGS (TYP). SEE DETAIL 4/C10.0. 7. PROPOSED 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES (TYP). SEE DETAIL 2/C10.0. 8. PROPOSED LANDSCAPING PER LANDSCAPE AND IRRIGATION PLANS. 9. PROPOSED 18" STEP OFF CURB (TYP). SEE DETAIL 5/C10.1. 10. PROPOSED CONCRETE SECTION AND APRON FOR TRASH ENCLOSURE. SEE DETAIL 1/C10.1. 11. PROPOSED ORDER POINT STRIPING. SEE DETAIL 5/C10.2. 12. DRIVE-THRU ORDER POINT ISLAND CURB. SEE DETAIL 3/C10.1. 13. PROPOSED DRIVEWAY PER RENTON STANDARD PLAN 104.4. CONSTRUCT DRIVEWAY CURB PER CITY OF RENTON STANDARDS AND TIE INTO EXISTING CURB. MATCH EXISTING ELEVATIONS AT CURB TIE IN. SEE DETAIL 3/C10.3 FOR SLOPING AND CURB REQUIREMENTS. DRIVEWAY CONSTRUCTION TO BE COMPLETED DURING CITY APPROVED TIME. COORDINATE APPROVED WORK HOURS AND RESTRICTIONS WITH THE CITY PRIOR TO CONSTRUCTION. 14. PROPOSED HEIGHT CLEARANCE ARM. SEE SIGN PLANS AND DETAIL 1/C10.2. 15. PROPOSED MENU BOARDS. SEE ARCHITECTURAL PLANS AND DETAILS 3 & 4/C10.2. 16. DRIVE-THRU ORDER POINT CANOPY, SEE ARCHITECTURAL PLANS. 17. CONTRACTION JOINTS IN CONCRETE (TYP), SEE DETAIL 4/C10.1. CONTRACTION JOINTS SHALL BE SPACED AT 12' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. 18. EXPANSION JOINTS IN CONCRETE (TYP). SEE DETAIL 7/C10.1. EXPANSION JOINTS SHALL BE SPACED AT 12' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. 19. PROPOSED CURB AND GUTTER. SEE DETAIL 6/C10.0. 20. EDGE OF PAVEMENT. SEE DETAIL 2/C10.1. 21. PROPOSED SIGN. SEE SEPARATE SIGN PLANS BY NATIONAL SIGN. 22. PROPOSED PLAZA AREA. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 23. PROPOSED PERVIOUS CONCRETE SIDEWALK. SEE DETAILS 5/C5.1 AND 1/C5.2 FOR ADDITIONAL DETAIL. 24. PROPOSED PERVIOUS CONCRETE SIDEWALK. SEE SHEET C5.0 FOR ADDITIONAL DETAIL. 25. PROPOSED OFF -SITE CURB PER CITY OF RENTON STANDARD PLAN 101. MATCH EXISTING ELEVATIONS AT CURB TIE-IN. SEE DETAIL 2/C10.3. 26. PROPOSED LOT LIGHT. SEE ARCHITECTURAL PLANS. 27. PROPOSED CURB CUT. SEE DETAIL 4/C10.3. 28. PROPOSED MAGNETIC CANDLESTICK BOLLARDS - WCT PRODUCTS TD5200 DELINEATOR OR APPROVED EOUAL (TYP). COORDINATE HEIGHT WITH OWNER PRIOR TO INSTALLATION. 29. PROPOSED BOLLARD. SEE DETAIL 3/C10.1. 30. PROPOSED 18" WIDE CONCRETE FLUME. SEE DETAIL 1/C10A 31. PROPOSED STAMPED CONCRETE SIDEWALK PER COORDINATION WITH CHICK-FIL-A PRIOR TO CONSTRUCTION. 32. PROPOSED O'REILLY'S TRASH ENCLOSURE. SEE DETAIL 6/C10.3 FOR TRASH ENCLOSURE DETAILS. CONTRACTOR TO CONFIRM ACCESS AND ENCROACHMENT TO NEIGHBORING PROPERTY WITH CHICK-FIL-A PRIOR TO CONSTRUCTION. 33. MATCH WITH EXISTING SIDEWALK AND CURB AT CONNECTION POINT TO BE REPLACED TO NEAREST JOINT PER COR STD PLAN 101.1. SEE DETAIL 2/C10.3. 34. PROPOSED CMU SCREEN WALL WITH STUCCO FINISH, SEE GRADING PLAN FOR DESIGN ELEVATIONS, SHEETS C4.0 AND C4.1. SEE STRUCTURAL PLANS FOR DETAILS. 35. PROPOSED TRANSFORMER. SEE SHEET C9.0 FOR ADDITIONAL DETAIL. 36. PROPOSED LOCATION OF RELOCATED LUMINARY. 37. PROPOSED 1' WIDE, 4" THICK CONCRETE STRIP ALONG EXISTING O'REILLY'S BUILDING TO PROTECT BUILDING. 38. RELOCATED MONUMENT SIGN. SEE ELECTRICAL PLANS AND SIGN PLANS FOR ADDITIONAL DETAIL. 39. EXISTING WALL SCONCES TO REMAIN. N \ 1/ 1Y. 10' WIDE ACCESS ESMT 0 15 30' 60' REC NO. 7607260646 RELINQUISHED SCALE: 1 "=30' 09/28/2023 /',Y \. REVISED 20' X 5' ACCESS EASEMENT REC NO. 20230928000786 SEWER EASEMENT REC NO. 5253595 POWER EASEMENT KC REC NO. 9410201209 1 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com 10' GAS EASEMENT KC REC NO. 20130411001089 SITE PLAN FOR CHICK-FIL-A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 33 ROw P 0 PROPOSED 13' X 19.5 25 'DQ\CPS rl Ex' PR \ ACCESS EASEMENT 32 '.. 6 REC NO. 2023092800078 24 9 0� FROM ` 190 jjc 37 CojiERCOL 3, 13 °° � •oa � 20 LIMIT OF 8 \ 19 CID WORK 9 8 co 6 COO 19 8 30 a 38 25 y �\ 9 7 30 18 34 24 21 5 10' GAS EASEMENT 26 eeQ p. < ; 35 R2 KC REC. NO. 20130411001089 1A Nu SEWER EASEMENT REC NO. 5253595 15' X 100' SEWER EASEMENT REC NO. 9708110700 ` �\ \ ze 0 SANITARY SEWER EASEMENT f KC REC NO. 9708110701 Z .5- -1 O � a' I• ACCESS EASEMENT PER 0 SHORT PLAT ^\ \ \ �✓ \ \ ACCESS EASEMENT PER SHORT PLAT SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: JC NO. REVISION BY DATE APPR APPROVED: ADB \\\ \\\ ` SLOPES & UTILITIES EASEMENT PER 20110620001119 ` \ , , POWER EASEMENT ` \ KC REC. NO. 9410201209 SLOPES & UTILITIES EASEMENT \ ` ,o KC REC NO. 20110811001003 SCALE: 171 =30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON Plonning/Building/Public Works Dept. ACCESSIBLE PATH OF TRAVEL NOTE: WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.5% CROSS SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS (SECTION 405) WHERE NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5% (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING ADA STANDARDS. PARKING AND DRIVE AISLES INFORMATION TOTAL PARKING STALLS: 54 NEW STALLS: 35 - STANDARD 12 - COMPACT 23 - ADA 0 EXISTING TO REMAIN: 19 - STANDARD 12 - COMPACT 5 - ADA 2 GS. Q�,P 0_1�6 �00 5O 0 Know what's below. p Call before you dig. ® Dial 811 R-425011 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � ' IL yqi 12/05/2023 %1�0 SITE PLAN 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 LAMA STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING NO: C/7.0 SHEET: 11 OF: 20 N T O O N W, u W, o I T N Q J CM O O i 00 T Ir ,a J J w m a Q 0 N 0 N rn 0 3 0 U w rn Go 0 U z 0 z Q m x 01 / iv / 00 / 1n 0 0 0 00 d a w 0 N C) 4000 PSI COMPRESSIVE N STRENGTH CONCRETE MIX PER SPECIFICATION. i 6"x6'k6 GAUGE WELDED r WIRE FABRIC SEATED AND N SECURED ON STANDS rr X :. i X ti a. X a • a� X• �; 4" AGGREGATE BASE COURSE SEE NOTE #1. SUBBASE SEE NOTE #1 NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO POUR. CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE REFUSE ENCLOSURE PLAN NOTES: 1. SEE SITE PLAN FOR LAYOUT OF CONC. LOADING PAD. 2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE. 3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER. 4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT & STRUCTURAL ENGINEER. 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION. SCREENED REFUSE ENCLOSURE NOT TO SCALE CFA DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON ACCESSIBLE SIGN SEE SITE SIGN BASE DETAIL r-BUILDING FACE M ..•• , t • �, t l► ! p • ; i EDGE OF SIDEWALK FACE OF CURB SEE SHEET C6.0 Q a L� L� VAN 9'-0" 8'-0" 9'-0" 9'-0" 4" TRAFFIC STRIPING TRAFFIC BLUE ACCESSIBLE SYMBOL TYP. AND LETTERING 4" TRAFFIC BLUE #3 @ 24" ON CENTER STRIPING @ 45° 2'-0" O.C. EACH WAY NOTES 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITIES & ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 8. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS NOTED OTHERWISE. 9. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 900 PARKING STRIPING NOT TO SCALE PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 2'-0" "R z 6" 1 • 1�"R TYPE "B" CURB & GUTTER O PAVEMENT DIMENSIOAI REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 2'-0" „R - z 11"R 5.0% e LIGHT BROOM FINISH TYPE "H" MOUNTABLE CURB & GUTTER O NOTES: 1. CONC. FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 PSI @ 28 DAYS 2. CONTRACTION JOINTS @ 120" O.C. TOOLED 14"(± %6", -0) WIDE, 1 " OR MAX. D14 DEPTH WHICHEVER IS GREATER. EXPANSION JOINTS @ 40'-0" MAX. UNLESS NOTED OTHERWISE ON PLANS 3. IF NEEDED, DOWEL INTO ADJACENT CONC. SLAB PER THE EXPANSION JOINT DETAIL. 4. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL. CONCRETE CURB & GUTTER NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com N0. REVISION 0 M Co L Nt 1 4DRIVE 0 co-THRU �4" DRIVE-THRU NOT TO SCALE NOTES: I. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 4. IF STOP SIGNS ARE PROPOSED, "STOP" LETTERING ON STOP BAR DETAIL IS NOT REQUIRED. EDGE OF PAVEMENT OR FACE OF CURB 12" o STOP BAR v I I $ -5 PAVEMENT MARKINGS - 2 NOT TO SCALE 5L10 " SEE PLAN STOP BAR NOT TO SCALE SMOOTH TOOLED" CONTRACTION JOINT FINISH AROUND z ' EXPANSION JOINT ALL EDGES (TYP) (SEE NOTE #1) (SEE NOTE #1) O i t • • �3' 5'-0" (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVE/ PATH) CONCRETE SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE PICTURE FRAME EFFECT URETHANE JOINT SEALING 6'k6'k6 GAUGE WELDED COMPOUND, 'ZIP STRIP" OR WIRE FABRIC SEATED AND APPROVED EQUAL. SECURED ON STANDS 3000 PSI COMPRESSIVE N J 2"STRENGTH CONCRETE N N 2" MIX PER SPECIFICATION. x z- --� x x... x z� X: ..x..:. X J ` 4"AGGREGATE �z"CONTRACTION JOINT /z" DECK-O-FOAM EXPANSION (SEE NOTE #1) JOINT FILLER W/ PRE -SCORED BASE COURSE STRIP OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT NOTES: 1. JOINTS AT 5'-0" O.C. TOOLED 2" WIDE, 1 " DEEP OR MAX. °-° DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. CONCRETE SIDEWALK NOT TO SCALE SURVEYED: RLH DESIGNED: Apg DRAWN: MMM CHECKED: is BY DATE APPR APPROVED: ADB PAINT SOLID 1'-2" V-0" DIRECTIONAL ARROW NOT TO SCALE 4" PAINTED LINE (TYP.) ACCESSIBILITY SYMBOL 0 M N T C) M ��y� co N 1 u T N Q J NOT TO SCALE NOTES: C'7 1. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE Q CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Q 3. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, O UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. CID T 4 PAVEMENT MARKINGS - 1 � C10.0 NOT TO SCALE SCALE: / VERTICAL: NAVD 1988 • N A HORIZONTAL: NAD 1983/1991 CITY OF VR I RENTON • I ONE INCH Nxil AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 Know what's below. p Call before you dig. 1 Dial 811 T-4250011 [R--4-25012 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ar IL yqi 12/05/2023 CFA DETAILS FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING CN0: 10.0 SHEET: OF: 1 20 J J w m a Q 0 N O N rn 0 3 0 U w rn DO i 0 U z 0 z Q m x 01 / iv / 00 / 1n 0 O O DO In a w CFA DETAILS � FOR HI K-FIL=A RENTON0C C SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. W CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CANOPY ABOVE MENU BOARD RESUzF I ME TYP. _1_ E CJ PATTERN 4000 PSI COMPRESSIVE cn STRENGTH CONCRETE w LU IW— ASPHALT PAVEMENT Y AND BASE COURSE U W #3 @ 24" ON CENTER LU CL EACH WAY •• yr + �,+' I + (� ' • - a I N I I' III -I I -III- 6" SUBBASE 12" w, 9" SEE NOTE #1 6" AGGREGATE BASE COURSE SEE NOTE #1. #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. CONTRACTOR TO ENSURE REBAR IS SET ON DOBIES PRIOR TO POUR. GEOTECHNICAL ENGINEERING REPORT JOB NUMBER: 26205050 DATE: DECEMBER 21, 2020 CONCRETE APRON AT TRASH ENCLOSURE NOT TO SCALE #3 REBAR @ 18" O.C. (V & #3 REBAR @ 18" O.C. (HORIZ) CONTINUOUS L ALL BARS MIN. OF 2-112 CLEAR FROM FACE OF CONCRETE 18" STEP -OFF CURB NOT TO SCALE z" EXPANSION JOINT PER DETAIL THIS SHEET REQUIRED AT ALL JUNCTIONS WITH CONCRETE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAVEMENT EDGE DETAIL NOT TO SCALE NEW PAVEMENT NOTE: SEE GRADING PLANS_ FOR FINISH PAVEMENT GRADE 1„R\ 5 1 2„ 1 /2" R LANDSCAPING \ 44 -I a a: d a. 7 3 4 " EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com N0. REVISION EJ 8'-0" LU q M L EXTEND CJ � EJ CJ = CONTRACTION JOINT THROUGH CURB PAINT 2" TOP OF EJ = EXPANSION JOINT (TYP.) CURB YELLOW ISLAND PLAN ISLAND CURB ELEVATION DRIVE-THRU ORDER POINT ISLAND NOT TO SCALE z 0 Q =Z ULU O� (DO LU OO 24" LUBRICATED NO. 8 SMOOTH Q ILL.DOWEL = URETHANE JOINT W SEALING COMPOUND �.Q� 0 1 / 1 i ^IN d d d d d d d X� a a d d a #3 BARS ON 16" ON CENTER EACH WAY z" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE -SCORED STRIP OR OTHER CFA APPROVED MATERIAL d 2" (MIN.) d d d d d d d d a d d a$ d d ad NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 51NCH AND 61NCH PAVEMENT THICKNESS. 2 U W IO RESUME TYP. (n CJ PATTERN LU z (D p CONC. SLAB LU Er o POURED W/ Q OW W G ISLAND �_ z _ �wo CL LU 6" w Or Cr 0 6" PIPE BOLLARD 8 FILLED w. CONCRETE ## PAINTED DARK BRONZE PIPE BOLLARD 2. LONGITUDINAL BUTT CONSTRUCTION MAYBE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24X24' (EVERY OTHER JOINT) EXPANSION JOINT NOT TO SCALE SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: J`+ BY DATE APPR APPROVED: ADB VERTICAL SAW CUT 8" WIDE (MIN.) URETHANE JOINT SEALING COMPOUND (TOP 4" NO SEALING COMPOUND) d d HIS � d o d d a d d d d d ad dd d • dd • d• d d -- d d d a a d d d d d d a d d d d d a d =i 111 III-III1 I I1 =1 I =1 I I=' #3 BARS ON 18" CTRS. BOTH SUBBASE WAYS SEE NOTE #2 NOTES: 1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. CONTRACTION JOINT NOT TO SCALE TROWELED, ROUNDED CONCRETE 6"' STEEL PIPE (SCHEDULE 80) FILLED LU WITH CONCRETE U O PAINT BOLLARD WITH DARK = Z BRONZE TONE EXTERIOR p ENAMEL PAINT AT DRIVE THRU. 0 PAINT BOLLARD WITH BRONZE LU 14"MIN. COLOR ATALL OTHER Z CLEARANCE LOCATIONS. U) j LU Of co ANCHOR STEEL PIPE IN CONCRETE FOOTING, o o EXPANSION JOINT 7 DOWEL SLEEVE (CLOSED 2'-0" DIAMETER x 2'-6" DEPTH C10. END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED V-0" C.C. ASPHALT PAVEMENT : t ' CONCRETE PAVEMENT/ LUBRICATE THIS END APPLICATIONS SLAB APPLICATIONS 4 • I _ _ �• ' III=1 = I= I I=1 I =1 � I —I � I —I � I —I � I —III •.:. •• '..: ''• • I —I � I —I � I —III —III —I I I I —III —III —III V. al.III—III—I I=� 11=1 I- �' -1 I I —III —III' • . ' ' � !' ' I —III —I 11= -1—IIIC4III—III—I =III —III •• I —III —III III—III—�I ' I=III=1I1= _ I I —III —III '11111111�111111��111III111�1111��11111��1111 I' 2'-0" r Know what's below. 0 CONCRETE BOLLARD 0 Call before you dig. 1 Dial 811 NOT TO SCALE SCALE: / VERTICAL: NAVD 1988 • N A HORIZONTAL: NAD 1983/1991 CITY OF I RENTON VR I ONE INCH Nxil AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY FR-425013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 12/05/2023 ' CFA DETAILS FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING NO: C10.1 SHEET: OF: 16 20 N T O CD N 1 u T N Q J O LO N O W O LO N T O rr J J Ld m a a 0 N 0 N rn 0 0 U Ld Ire) Cn Go i 0 U z 0 1n z a m X Ld 00 1n 0 0 0 00 d a w 13'-6" PIVOT • a FLAT CUT ALUMINUM COPY ON FACE OF ARM FACING ENTRY TO DRIVE-THRU TO MATCH SW #5403 GRAY 3" x 3" x 3116" HSS w/ CAPPED ENDS / 6" x 6" x 3/ 6 " HSS o ST'L. SO. HSS o� ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGN STANDARDS DRIVE-THRU LANE FOOTING DESIGN SHOWN FOR REFERENCE ONLY. FOOTING DESIGN PER SIGN PLAN WITH SEPARATE FOOTING PLAN NOTE: 1. ENTIRE CLEARANCE BAR & HARDWARE TO BE POWDER COATED QPC 9-820 MATTE BLACK FINISH 2. CLEARANCE BAR ARM TO ROTATE WHEN STRUCK & RETURN TO ORIGINAL POSITION. 3. COORDINATE W/THE ARCHITECT & STRUCTURAL ENGINEER. DRIVE THRU CLEARANCE BAR NOT TO SCALE s 0 N 4"ASPHALT SURFACE COURSE, SEE NOTE 2 SUBBASE SEE NOTE #1 7" THICK AGGREGATE BASE COURSE CFA DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON EXTEND BASE 6" BEYOND FOR tU BOARD APPLICATIONS WITHOUT CURB & MICROPHONE GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. SPEAKER PARTS LIST IF PRESENT ON -SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHOULD BE 6" GRADED AGGREGATE BASE, 2.5'ASPHALT PAVEMENT BINDER & 1.5" ASPHALT PAVEMENT SURFACE COURSE TACK COAT. ' .... ' , TYPICAL HMAC PAVEMENT SECTION T TO SCALE OVERHEAD LED DECK LIGHT, SEE X0.9 CANOPY FASCIA AND DECKING ABOVE. 1 1A3.3 2 3 LEGEND ALL DIMENSIONS AT CANOPY EDGE 8-4" EQ EQ 8'-4" XO FINISHES, SEE SHEET C0.0 FOR SCHEDULE ARE TO OUTER EXTENTS OF DECK O EQUIPMENT, SEE APPENDIX FOR SCHEDULE PANELS. Q 6" YELLOW PERMANENT U BOLLARD, SEE X0.3 3" PVC DOWNSPOUT WITHIN COLUMN o i Q r � U i 6" YELLOW PERMANENT CD NEW ORDER POINT B$ Q a B9 o o Q B10 FASCIA PER MFR B11 BOLLARD, SEE X0.3 -- ILL. J N o 8'-0" -- o NOTE: DRAINAGE TO BE M BELOW GRADE WHEN -- --__-_--- !h - , ' -- - -, u - - - - ISLAND AND WALKWAY POSSIBLE PER SITE B CONDITIONS; TIE INTO Ci EXISTING UTILITIES ni 2'-6" 2'-6" OVERHEAD HEATER WITH o N DOUBLE CLEARANCE BAR, LOCATION NECESSARY SUPPORT TO Q o 0-1 BASED ON SITE CONDITIONS, FIELD CANOPY DECKING, SEE X0.12 X0.13 X0.14 A8 U) w U A9 A10 o VERIFY o __i iv MOVEABLE DELINEATOR WITH r RUBBER BASE AT 15' MAX SPACING ELECTRICAL SWITCHES o RE: ELECTRICAL ELECTRICAL CONDUIT AND - 1A '' 2A ` C3A SWITCHES WITHIN COLUMN, AND m 1 DELINEATOR WITH MAGNETIC BASE 4"x8" ACCESS HOLE ABOVE, RE: r CANOPY COLUMN INSTALLED AT 20'-0" MAX SPACING ELECTRICAL NEW STRIPING, REFER 4'-9" TO CTR. OF COLUMN GAS PIPE WITHIN OVERHEAD FAN WITH TO C0.3 COLUMN, RE: MECHANICAL NECESSARY SUPPORT TO FLOOR PLAN ELECTRICAL CONDUIT 1 UNDERGROUND TO GAS PIPE UNDERGROUND TO CANOPY DECKING, SEE X0.16 SCALE: 1/8" = 1'-0" 5'-0" START OF STRIPING RESTAURANT AS REQUIRED RESTAURANT AS REQUIRED ORDER POINT STRIPING NOT TO SCALE 3 GOB \4/ ISOMETRIC VIEW U PREFAB (FOLDED) LOOP (1.5' x 5) O2 1/2" PVC COUPLING O3 1/2" PVC SLEEVE COUPLING ® 1/2" PVC TUBING (T LENGTH) O5 1/2" PVC CORNER FITTING © 1/2" PVC 90° ELBOW O7 1/2" PVC TUBING (2' LENGTH) NOTES: 1. LOOP DETECTOR IS MODEL NO. VDL 100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. '3::� MENU BOARD LOOP DETECTION SYSTEM (ISO. VIEW) NOT TO SCALE 30" STOPco 3'x3" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. Ill EAR PERIMETER, FREE ✓I REBAR, WIRE SCREEN, FORCING BARS, ELECTRIC .E OR METAL OBJECTS. PLAN VIEW I I MENU BOARD (RIVE THRU LANE 2" CLEAR BETWEEN I )NCRETE PAVING LOOP AND SURFACE I CONDUIT FROM BUILDING LZ..,-- PARTS LIST 10 PREFAB (FOLDED) LOOP (1.5' x 5') VEHICLE LOOP LOOP MENU BOARD DETECTOR SUPPORT FOUNDATION 20 1/2" PVC COUPLING 0 1/2" PVC SLEEVE COUPLING SECTION VIEW L — — J ® 1/2" PVC TUBING (3' LENGTH) NOTES: O5 1/2" PVC CORNER FITTING 1. LOOP DETECTOR IS MODEL NO. VDL 100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC. © 1/2" PVC 90° ELBOW 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR O7 1/2" PVC TUBING (2' LENGTH) INSTALLATION. MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE NOTE: V 12" 18" SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH 2'X2" SQUARE 1 VINYL COPYAPPLIED TO THE FIRST TUBING WHITE SURFACE. Circle REFLECTIVE' Left RED Building LETTERS REFLECTIVE' NOTE:LO COLOR VERIFY COLORS WITH LOCAL I I z For urn N MUNICIPALITY. :I �, Drive -Thru FACE: 6" DIA. SCH. 80 STEEL Only PIPE BOLLARD FILLED I , Service 3M REFLECTIVE WITH CONCRETE. COPY I •: I PAINT DARK BRONZE (#3272 RED)COLOR (TOP 12" PAINTED I : LU C _F YELLOW) CIRCLE BUILDING FOR DRIVE-THRU LEFT TURN ONLY SIGN WHITE Cn I �, w REFLECTIVE' SIGN (REFER TO SIGN PACKAGE) o 0 COLOR I, Cl)o (REFER TO SIGN PACKAGE) PAINT CONCRETE BLACK .,I ILL 18" 1 12" 12" AFTER CURING AT GREEN ASPHALT LOCATIONS p WHITE 'REFLECTIVE' • i •I•' m 'REFLECTIVE' COLOR , . Right-- LETTERS RESER PARKING BLUE'REFLECTIVE' CONCRETE00PSII I C?N Turn FACE - COLOR I { i� Only OPYELECTIVE edestrian 8"0 CONCRETE A z BASE N C A STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) WHITE 'REFLECTIVE' COLOR 1 "R BLUE 'REFLECTIVE' COLOR WITH VAN WHITE 'REFLECTIVE ACCESSIBLE TEXT' WHITE 'REFLECTIVE' COLOR PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 2'x2" SQ. TUBING LETTERING STYLE TO BE HELVETICA MEDIUM B ACCESSIBLE PARKING SIGN (MUTCD R 7-8 AND R 7-8P5) p Know what's below. p Call before you dig. 1 Dial 811 ,�' (#3272 RED)COLOR p Ba rg ha usen Consulting Engineers, Inc. g g 18215 72nd Avenue South Kent, WA98032 425.251.6222 barghausen•com SURVEYED: RLH SCALE: N/A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 • CITY OF VR RENTON • Planning/Building/Public Works Dept. o� CFA DETAILS E% FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 DESIGNED: ADB PAGE: DRAWN: MMM ONE INCH DRAWING N0: C 10.2 CHECKED: is l� AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: ADp SHEET: 17 OF: 20 1 N T O O O co N u H H T N Q J 14 H CONSTRUCTION DETAILS J IJ m Q a- N N 0 N \ 3 0 W I To co rn 00 0 U z U co z Q a- x w 01 co / CD 00 / 0 C) 0 d a w � FOR o CHICK=PIL=A RENTON � SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. � CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON W OT USED NOT TO SCALE CURB 1 GRADE ° 4 16 1 co a a 18" ASPHALT PAVEMENT nCURB OPENING NOT TO SCALE FACE OF CURB 5 1fZ' 1' I"R. 124 i + TLTP OF Ip lirk ROAMAY � t E ®E 1'•e" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -$ 10�+ FLUSH WITH GUTTER PAN AT SICIEWALK RAMPEN RANCE 1;12 1 24 T OP OF ,rr R ROAdVYAY 7 DEPRESSED CURB SECTION AT SIDEWALK RAMPS • ".ua' 1P JGr rr FUGR E FULL -DEPTH EXPANSION JOINT _ 6" CEMENT CONCRETE 1- R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'Too a• 3 r PREMOCIDED JOrFIT FILLER CEMENT CONCRETE PEDESTRIAN CURS AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHED 1;p4 TOP OF 1 T 1• 112•R. ROADWAY T" i 1 DEPRESSED CURB SECTION AT REJDENTVIL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SE E STD PLAN IOA.2 FACE OF CURB FACE OF ADJACENT CURB GLITTER SURFACE 4 11 - 8IrZ I- 107' R. 1 • R. i + m TOP OF FtOADWAY Y r l _ a,Ia• _ CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT REST DENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1 See arandare plans 102 ens 101.1 hx curb expansion arm conrracnon Joint speang. 7 famaTeiif, lane saWl Le Iun depV,. 3i5• in.T p.e.•nlded pry: Auer 3 For Depressed MwwKnx 'Jrraer-ay CJ7 a Guaw Seas . nee S1ard&-d Fyn 1CA 2 i oa, - PUBLIC' WORK. CEMENT CONCRETE CURBS srn. purl DEPARTMENT CITY OF RENTON CURB DETAIL NOT TO SCALE 6" WIDE STEEL TROWEL FINISH 3' (3) #4 CONTRACTOR TO SET REBAR ON DOBIES PRIOR TO POUR o0 0 O8 FLOWLINE OF CONCRETE SWALE10�°-w 1.5' I 1.5' C5 1 0 D p MIN M{INgLumsSmE - VNINIMILaoTun E.ft TREE NOTE R I6EE ra01E 17 Ie LF 6F PA4Ea r ol,rvEwar REdrilEO - ar>Elvr•ani.vowTRy., waE>un E,.. ae I j ou1oETE L 1 SEE 10TE 1� SI r BEE ROTE r - ClaCUF a MUT •4AP WITH rgrTP- curr 1 e111TE11 .. eaa•e rTrp.i - IsEEMm Tl k• GaN r0.ECTIOk Jp•!i R1'F.I qs E5Tu I% — I I PLAN VIEW [TYPE [] SROM CI aC14 C-box SSILArq rsu NOTE wrs ITS RorE rr wa• r.s. sEs.oTc . n'wrs i T. caecrrr coraeAE rg - e1IF,Y.,r., EIIrrNlioN mrTlrwa SECTION W O rsrs are.suN ISh APL W.W X!Clral IIn ORi FREMGE f19l GPF LLI.Y ,1YXl1Y►.I cw+Ew• E. _ pRNEHNY,IV fINE 9L �f 1910PE BHONRI rxwcERa[E9I I eX in _ b L CPNEWAY tr Mr+• rE :u•E- — oEt.ala IL secKw D cCWNT c n iS5UEREP6 GVTFER E1E RIOrT; 31 TYPE C2 - ISOMETRC VIEW r� NOTES a•• S-n. PtAN ,DE -a s�rn . PLAN - io4 11� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY Sm I'I'G: DEPARTMENT ENTRANCE - TYPES C1, C2, Z� C3, and C-MAX SLOPE PER PLAN SEE PAVEMENT EDGE DETAIL 21A/C4.2 (TYP) -� T u0� 10 HICK 4000 PSI °off ,fig ° COMPRESSIVE STRENGTH Do ° C CONCRETE MIX PER SPECIFICATION. SUBBASE 4" AGGREGATE BASE COURSE SEE NOTE #1 SEE NOTE #1. CEMENT CONCRETE SWALE NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com N0. REVISION CEMENT iDH�J�1L-TE VE"ALK _�. ! 9 NOTES 1 When a driveway w4ri asuaeds 15 Fee; oon4"c: a full depth oca a 0040111"c L t/16 / flLn7Ei NEEOETAA T1ISWIFEn TYPE CM - ISOf, MIC VIEW (COlI M ERMAI.. WITH BUFFER) cEMCNIT COWMFTF OJW IL SitrMM [8EE NOTE 31 axpensl on jdnt wph'JfE• joint doer Wwq the dhyvAW lone linen rwx Cr ally (Soo VW plan JM_ CorlMfA mrpanaion j0n4S pars lei whth !}tc Is.e. aLRraE n,eA �crXA mmAarsim rKulred at IF maximumapa: rn2 when erveway cirTRACT•ar/,orn E,r- oNn•aT width a dxceed 37 2 Sac sad, piers }R2 for aldewsTk dalalla 3. Curb and gaw shown, other wrt da&lgris n:ey 4e sped fied. ��- Soo aw. plan 101 for curb dotetlR s? 4 Not used i -I S. The snglneer w1N deslgn all driveways to Indudeeievedansatell same IIIaHe*%, y}a applaayL♦!y►AIeEON points marked with symbol •X". All eievrwns are opt the hack of XmTawwL1elLLLIa'PTK gEFNt159 EDMONOLSIHFC CUMi Ot 7LR 00AIL curb top on uphill aide. 6 Not, used T For Odwaymy Wld:hs am DRIVEWAY STANDARDS (See NOTE 10). The axpwisw joints (eae s'� On 502) shall be spsoed as shown In tha corms par -d'.r1p ilrJrwfle wire- 8 Slopes shall comply with uovians R303-2.1 or F-IM-2-2 Cr FACE 6f ADaACXNT CU-M 12343.2.3 of the lkcv6nd Dmft Guidelines r❑r Accessible Public - 1' Rigtts� r-way GFNov ®}sa21,200i {PROWAt3}. T S. GuTb return for any Ty pa C•MAX ❑ fteway may be apprm an 8 caaa•iyy�caaa basis �. N ' - ' -- OU11MR SURFACE 10. STREET STANDARDS-AtntonMun3npafCode [9MCI idle IV D"vyment RgLgnons . CHAPTE R 6 STR EET AN R U-PUTY STAR DARMS Seaton -t-&MSTHEETSTAmDARDS DEPRESSED CURB DETAIL A T RES @E IYI IN- OR CONACACW DR! VEWAYS, AN D ALLEY S DRIVEWAY STANDARDS • Renton IwurdcW] Code {RMC) ThlI! lV DevetoprrN:M Reg%A6*rm _ _ Drive�wsy Example, TYPE CIS I f CHAPTER 4 r Ramat O-Cw1valwam CITY-YYIDE PROPERTY DEVELOPMENT STANDARDS F*Xrd raftwr . SedbA4.4-W PARKING, LOADING AND rDANEWAY {uAx_`L " '7 REGULATIONS 11-bu lr (FlanIltp sral a s—No ewer pUBI.IC ITOR:: CLEMENT CONCRETE DRIVEWAY SM. FLAX - 104.2 rEAA:Z'l•1+( NI ENTRANCES - NOTES AND DETAILS CITY OF RENTON DRIVEWAY DETAIL (3) NOT TO SCALE REFUSE ENCLOSURE PLAN NOTES: PROPERTY LINE N 1. SEE SITE PLAN FOR LAYOUT OF CONC. LOADING PAD. 2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE. a 3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER. -P 4 SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT p & STRUCTURAL ENGINEER. 0 5. GENERAL CONTRACTOR SHALL DRILL HOLES �� 5 FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION. SCREENED REFUSE ENCLOSURE NOT TO SCALE SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: is BY DATE APPR APPROVED: ADB SCALE: / VERTICAL: NAVD 1988 83/1 • N A HORIZONTAL: NAD 1953/1991 CITY OF I RENTON VR I ONE INCH Nxil AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY e�,RERRaran�ctLswcwuRX.ARrs _ 1 LaE, __ vaAIES_RE[ ItlTC.'_ 8 ,li v EF or /AAM flX1fV'�1YAY -�- 1 f.R'(wrAa�yLQ,l loefr (T'iT l �.. , I-dPawc.XJO hT r+vi .�[ fro n.Rw la r err C•[I HI sr •';. L GEl'LHT ratlleTE � f _. ~ Lp,STE1_CTiON h?ITrTr �1, � . IawEi wesN,aa n i ��Tc , 7.1' COWRACMN ANT M" t leeE sro "I IN: PLAN NEW ITYPE CS SHOWN C+ 1 C] A CAM SIVlI_AAI MEE NOTE 9. ikti'T1 - ■ n xaa r:1 W" ■ r— rr��.�:? T olvTssswcwyaw'rtll awn. caa,e.a•e a, rl rr wK WE WTaa � iCERMR ! 4 rlwj _ SFCTxxi i c w.x . rrr Iaw.,r rnmN S>r'rrRria - '� IT4aarlwlTrewLvalNiA� � `l .• ._.. •eXaiw•ra,�MN:I.k earl,R.orE v.a.I EfarroERR•ru�_ _��� ,ah Mrs r R ew.T rR �rft alealrl LyMOLAFTT,p � Fr-� For NOTES sea STU PLAN 104.2 { srn. PLAN - 144.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY I' ST ED DEPARTMENT ENTRANCE - TYPES C18, C26, j y C30, and C-MAXB (WITH BUFFER) 0 Know what's below. p Call before you dig. 1 Dial 811 [R-425015 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yq i 12/05/2023 CONSTRUCTION DETAILS f7 > FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 -9_ STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING CN0: 10.3 SHEET: 18 OF: 20 N T O C) M ��y� co N �1 CONSTRUCTION DETAILS M FOR HI K-FIL=A RENTON0C C I SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. LLI CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON SEENUTE2 /B"R X 5/B"D DUMMY JOINT BEENOTE2 r O' Z' - 0° T? i I 3/8- PREMOLDED JOINT FILLER (iYP) II CEMENTCONCRE L — - CURBANDGUTIF.R SEE SHEET C4.0 FOR GRADES TOP Ij " '.URB AND UTTER PER '7.0 EE SHEET C4.0 OR GRADES SECTION A -A NOT TO SCALE J w m CONCRETE FLUME NOT TO SCALE CURB AND GUTTER PER C 7.0 TOP OF CURB GUTTER FLOWLINE //'�— Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com N0. PLAN VIEW FACEOF CURB +_ CENTERUNEOF FRAME 6 GRATE 6 1 2' 13' 1 /2" R. 1'LR RROADWAX FRAMEAND GRATE -NOT INCLUDED IN CURB AND DUTTER.61D ITEM SLOPE TOP OF REWCESS T ROADWAY p .. • D . • •' ADJUSTMENT SECnON - NOT INCLUDED e ' IN CURS AND GUIrFER BID REM CATCH BASIN - NOT DOAMED D • IN CURS AND GUTTER BIDIT6M �. SECTION +4D GENERAL NOTES- 1. The Intent of this design Is to facilitate the removal of a catch basin with minimal disturbance .' of the curie. ' 2. The expansion joints of the adjacent eldewalk shall be adjusted to be In line wlththesecurb expansion joints. I ? \ IS%4F-41C VIEW STD. PLAN — 101.1 CEMENT CONCRETE CURB PRO D: * + PUBLIC WORKS DEPARTMENT INSTALLATION AT CATCH BASINS DA REVISION CITY OF RENTON STANDARD PLAN 101.1 NOT TO SCALE SURVEYED: RLH DESIGNED: ADB DRAWN: MMM CHECKED: is BY DATE APPR APPROVED: ADB SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 2 a. W 0 (D Z 1-- 0 O LL D_ O LL. Z ,OIJ V W W U) BRICK ARCHI CONCI ON GF ih TOP OF FINISHED WALL AS OCCURS 5 CONTINUOUS IN 8" DEEP ROUTED BOND BEAM " MASONRY WALL WITH #5 ERTICALS CENTERED AT 48" O.C. ND HORIZONTALS REINFORCING ER G.S.N. - GROUT SOLID BELOW TRADE INISHED GRADE OR TOP OF AVING AS OCCURS 2'-0" WIDE x 12" THICK MINIMUM CONCRETE FOOTING WITH 2 #5 CONTINUOUS DOWELS TO MATCH AND LAP VERTICAL WALL REINFORCING PER TYPICAL DETAIL; ALTERNATE BENDS. 2'-6" TO 4'-6" MAX - 6" MASONRY FREE STANDING WALL FOOTING 0 T URL CARUSO ■ TURLEY ■ SCOTT ■ INC. WAS � CONSULTING STRUCTURAL ENGINEERS Q �. 1215 WEST RIO SALADO PARKWAY, SUITE JOB NUMBER DRAWN 18-1910 NCR TM 11-03 23 TEMPE, ARIZONA 85281 WWW.CTSAZ.COM Ph: (480)774-1700 Fax: (480)774-1701 DATE GR 11.03.2023 ENFDR 22020627 w� GlSTER�� ��� TITLE CHICK-FIL-A RANIER AVE SHEET s 303 �cTL'RAt 375 RANIER AVE S SSK7 RENTON, WA 98055 DRAW INGS/CALCULATIONS ARE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE 3.0' MASONRY FREE STANDING WALL DETAIL NOT TO SCALE VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF I RENTON NxilVR Planning/Building/Public Works Dept. 0 Know what's b@IOW. p Call before you dig. 1 Dial 811 J R-425016 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING F yq i 12/05/2023 W CONSTRUCTION DETAILS 0 FOR CHICK—FIL—A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 03/29/2023 PAGE DRAWING NO: C10.4 SHEET: 19 OF: 20 1 L_J T N J J J LLJ m a 0 LLJ CT) Go 0 U z O z Q m x LLJ / CD 00 / 0 O O 00 R. C)CONDITIONS N W CONDITIONS OF APPROVAL: FOR HI CCK=FIL=A SECTION 18, TWP. 23 CITY OF RENTON, KING COUNTY, OF N., RGE APPROVAL RENTON0 5 EAST, W. M. STATE OF WASHINGTON STREET FURNITURE WHILE CONNECTING THE PLAZA TO THE ADJACENT THE CHICK-FII-A RESTAURANT SITE PLAN, FILE NO. LUA21-000440, ECF, 3. THE APPLICANT SHALL SUBMIT REVISED SITE PLAN AND ASSOCIATED SIDEWALK. THE PEDESTRIAN PLAZA PLAN SHALL BE REVIEWED AND SA -A, AS DEPICTED IN EXHIBIT 5, IS APPROVED AND IS SUBJECT TO THE PLANS WITH THE CIVIL CONSTRUCTION PERMIT AND BUILDING PERMIT APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FOLLOWING CONDITIONS: APPLICATIONS THAT RELOCATE THE CANOPY ENTIRELY ONTO 375 RAINIER CIVIL CONSTRUCTION PERMIT ISSUANCE. AVE S. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE 14. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPING PLAN WITH THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES NEWLY 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED 4. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPING PLANS WITH THE INSTALLED TREES FOR ALL INTERIOR PARKING LOT LANDSCAPING. THE AS PART OF THE DETERMINATION OF NON- CIVIL CONSTRUCTION PERMIT APPLICATION THAT INCORPORATES STREET INTERIOR PLANTING ISLAND, ON THE WESTERN PORTION OF THE INTERIOR SIGNIFICANCE MITIGATED, DATED FEBRUARY 4, 2019. TREE PLANTING WITHIN THE ROW PLANTER STRIP ABUTTING THE 351 PARKING AREA, SHALL BE INCREASED TO A MINIMUM WIDTH OF EIGHT RAINIER AVE S FRONTAGE AS DETERMINED BY THE CURRENT PLANNING FEET (8') IN THE AREA RUNNING NORTH/SOUTH; MULTIPLE TREES SHALL A. THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PROJECT MANAGER. ALL OTHER NEWLY PLANTED SPECIES SHALL BE BE PLANTED IN THIS ISLAND. THE INTERIOR PLANTING ISLAND, ADJACENT GEOTECHNICAL REPORT, PREPARED BY TERRACON CONSULTANTS, DATED NATIVE SPECIES UNLESS OTHERWISE DETERMINED BY THE CURRENT TO THE INTERIOR DRIVE -THROUGH QUEUEING LANE, SHALL INCREASE THE JUNE 21, 2018, AND ANY UPDATED REPORT(S) ASSOCIATED WITH THE PLANNING PROJECT MANAGER. THE REVISED PLAN SHALL BE REVIEWED NORTHERN AND SOUTHERN END CAP TO A MINIMUM WIDTH OF 16 FEET BUILDING AND CONSTRUCTION PERMITS TO ENSURE COMPLIANCE WITH AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR AND INSTALL TREES IN THESE AREAS; THE INTERIOR TREE PENINSULA, THE INTENT OF THE INITIAL REPORT. TO CIVIL CONSTRUCTION PERMIT ISSUANCE. SITUATED ADJACENT TO THE INTERIOR DRIVE -THROUGH QUEUEING LANE B. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE 5. THE APPLICANT SHALL SUBMIT AN ARBORIST'S REPORT IDENTIFYING THE AND JUST SOUTH OF THE CANOPY SHALL BE INCREASED TO A MINIMUM WIDTH OF 16 FEET AND INSTALL A TREE. ALL AREAS SHALL INCLUDE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY HEALTH OF ALL EXISTING TREES PROPOSED TO BE TRANSPLANTED; THE UNDERSTORY VEGETATION TO INCLUDE BUSHES AND GROUNDCOVER, AT A COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL REPORT SHALL PROVIDE INSTRUCTION, MAINTENANCE, AND MONITORING OF MINIMUM. ALTERNATIVELY, THE APPLICANT CAN REDUCE THE NUMBER OF ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS / ANY TRANSPLANTED TREE. TRANSPLANTED TREES MAY ONLY BE UTILIZED IF THEY FIT WITHIN SCREENING REQUIREMENTS AND THE PREFERENCE PARKING SPACES TO PROVIDE THE ADDITIONAL PLANTING AND/OR REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN FOR LARGER MATURE SPECIES TREES TO MITIGATE THE IMPACTS OF REDUCE THE WIDTH OF THE DRIVE -THROUGH AND INCREASE THE THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF INCREASING THE SIZE OF THE SURFACE PARKING LOT AND VEHICLE NUMBER OF COMPACT PARKING SPACES IN ORDER TO PROVIDE THE THE REPORT(S). QUEUE LANES AS DETERMINED BY THE CURRENT PLANNING PROJECT ADDITIONAL PLANTING. PERIMETER LANDSCAPING SHALL CONSIST OF C. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN MANAGER. THE ARBORIST'S REPORT SHALL BE REVIEWED AND APPROVED NEWLY -INSTALLED TREES, BUSHES AND GROUNDCOVER IN ADDITION TO A DECORATIVE OPAQUE FENCE OR WALL THREE FEET (3') IN HEIGHT PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING CONSTRUCTION PERMIT ISSUANCE. BEHIND THE PERIMETER LANDSCAPING ALONG RAINIER AVE S. NATIVE CONIFEROUS TREE SPECIES SHALL BE THE DOMINANT TREE TYPE USED PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT REVISED LANDSCAPING PLANS WITH THE FOR ALL REQUIRED LANDSCAPING. THE APPLICANT SHALL CHOOSE FROM D. THE APPLICANT SHALL PROVIDE A PROFESSIONAL ARCHEOLOGIST ON -SITE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES A LANDSCAPED DOUGLAS FIR, WESTERN RED CEDAR AND/OR WESTERN HEMLOCK OR TO MONITOR ALL GROUND DISTURBING ACTIVITIES AND PROVIDE THE VISUAL BARRIER AROUND THE UTILITY VAULT MADE UP OF NATIVE OTHER COMPARABLE SPECIES AS DETERMINED BY THE CURRENT OPPORTUNITY FOR CONCERNED TRIBES TO HAVE A TRIBAL MONITOR EVERGREEN TREES (INCLUDING TRANSPLANTED EVERGREEN TREES) AND PLANNING PROJECT MANAGER TO MEET TREE REQUIREMENTS. ON -SITE. GROUND DISTURBING ACTIVITIES INCLUDE BUT ARE NOT LIMITED SHRUBS OR A COMBINATION OF FENCING OR WALL WITH LANDSCAPING TRANSPLANTED TREES SHALL NOT BE USED TO MEET LANDSCAPING TO GEOTECHNICAL TESTING, CONCRETE REMOVAL, UTILITY REMOVE AND THAT PROVIDES A YEAR-ROUND SCREEN AND IS ACCESSIBLE FOR REQUIREMENTS EXCEPT WHERE ALLOWED FOR SCREENING. THE FENCE REPLACEMENT, AND BUILDING EXCAVATION. THE ARCHAEOLOGIST SHALL FRANCHISE UTILITIES TO MAINTAIN. THE REVISED PLAN SHALL BE AND DESIGN DETAIL SPECIFICATIONS SHALL BE PROVIDED ON THE PREPARE A MONITORING REPORT TO BE SUBMITTED TO THE CURRENT REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITH THE CIVIL PLANNING PROJECT MANAGER AND DAHP PRIOR TO TEMPORARY PRIOR TO PERMIT ISSUANCE. CONSTRUCTION PERMIT APPLICATION. EXISTING TREES MAY BE RETAINED CERTIFICATE OF OCCUPANCY. 7. THE APPLICANT SHALL SUBMIT REVISED REFUSE/RECYCLING PLANS AND AS UNDERSTORY TREES IF THE APPLICANT WISHES. THE REVISED E. THE APPLICANT SHALL COMPLY WITH THE REVISED TRAFFIC AND PARKING ELEVATIONS WITH THE BUILDING PERMIT APPLICATION. THE DRAWINGS LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT MANAGEMENT PLAN COMPONENT OF THE TRAFFIC IMPACT ANALYSIS SHALL INCLUDE COLOR ELEVATIONS AND MATERIAL INDICATORS OF THE PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST DATED REFUSE AND RECYCLE ENCLOSURE AND PROVIDE A NARRATIVE OF HOW ISSUANCE. JANUARY 4, 2019, AND ANY UPDATED REPORT(S) ASSOCIATED WITH THE THE SPACE IS CONSISTENT WITH THE CLADDING AND ARCHITECTURAL 15. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN AND LANDSCAPING PLAN'S MONITORING ELEMENT TO ENSURE THE RESTAURANT'S VEHICLE STYLE OF THE CHICK-FII-A BUILDING. THE APPLICANT MAY ALSO USE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT QUEUING DOES NOT ADVERSELY IMPACT RAINIER AVE S. THE ORIGINAL APPROVED DESIGN UNDER PERMIT NUMBER 819001766. RECOGNIZES THE RECORDED ACCESS EASEMENT (KING COUNTY THE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT RECORDING NUMBER 7607260646) OR PROVIDE DOCUMENTATION THAT F. THE INITIAL WEEKLY COORDINATION MEETING WITH THE APPLICANT AND PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. THE EASEMENT HAS BEEN RELEASED. ALTERNATIVELY, A NEW OR REVISED RENTON POLICE DEPARTMENT SHALL OCCUR PRIOR TO ISSUANCE OF 8. THE APPLICANT SHALL IMPLEMENT THE TRAFFIC AND PARKING EASEMENT COULD BE RECORDED AND THE SITE PLAN COULD BE REVISED TEMPORARY CERTIFICATE OF OCCUPANCY. MANAGEMENT PLAN (EXHIBIT 12) MEASURES SPECIFICALLY RELATED TO CONSISTENT WITH THE NEW EASEMENT. THE REVISED PLANS AND CHICK-FII-A STAFF MEMBERS MANAGING DUAL ENTRY QUEUING LANES TO ASSOCIATED EASEMENT REVISIONS OR RELEASE DOCUMENTATION SHALL 2. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED ALSO ENSURE VEHICLE QUEUES DO NOT EXTEND ONTO THE ABUTTING BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT AS PART OF THE DETERMINATION OF NON- SIGNIFICANCE MITIGATED, NORTHERN PROPERTY LOCATED AT 307 RAINIER AVE S. MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. DATED FEBRUARY 1, 2022. 9. THE APPLICANT SHALL SUBMIT A REVISED REFUSE AND RECYCLING PLAN A. THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE WITH THE BUILDING PERMIT APPLICATION WHICH INCLUDES A DETAIL GEOTECHNICAL REPORTS, PREPARED BY TERRACON CONSULTANTS, DATED SHEET OF THE SELF -CLOSING DOOR MECHANISM. THE REVISED PLAN JUNE 21, 2018 AND OCTOBER 29, 2021, AND ANY UPDATED REPORT(S) SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING ASSOCIATED WITH THE BUILDING AND CONSTRUCTION PERMITS TO PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. ENSURE COMPLIANCE WITH THE INTENT OF THE INITIAL REPORTS. 10. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE CIVIL B. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION PERMIT APPLICATION THAT PROVIDES DELINEATED CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE PEDESTRIAN PATHWAY(S) A MINIMUM OF FIVE FEET (5') IN WIDTH FROM WITH THE GEOTECHNICAL REPORTS. THE GEOTECHNICAL ENGINEER SHALL THE PARKING LOT TO THE BUILDING ENTRANCE. THE PATHWAYS SHALL BE SUBMIT A SEALED LETTER STATING THAT HE/SHE/THEY HAS REVIEWED DELINEATED WITH A CONTRASTING MATERIAL OR TEXTURE FROM THE THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION PARKING AND DRIVE AISLES AND BE INCORPORATED INTO LANDSCAPING THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORTS. AREAS TO THE MAXIMUM EXTENT POSSIBLE. THE REVISED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING C. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING 11. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. BUILDING PERMIT APPLICATION THAT PROVIDES WEATHER PROTECTION SPANNING A MINIMUM OF 75% OF THE LENGTH OF THE EAST FACADE D. THE APPLICANT SHALL PROVIDE A PROFESSIONAL ARCHAEOLOGIST WITH ATTENTION PROVIDED TO THE PLAZA EXPANSION AND EXTENDED AT ON -SITE TO MONITOR ALL GROUND DISTURBING ACTIVITIES AND PROVIDE LEAST 4.5 FEET (4.5') FROM THE BUILDING. THE REVISED ELEVATION THE OPPORTUNITY FOR CONCERNED TRIBES TO HAVE A TRIBAL MONITOR PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING ON -SITE. GROUND DISTURBING ACTIVITIES INCLUDED BUT ARE NOT PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. LIMITED TO GEOTECHNICAL TESTING, CONCRETE REMOVAL, UTILITY 12. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY REMOVAL AND REPLACEMENT, AND BUILDING EXCAVATION. THE PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ARCHAEOLOGIST SHALL PREPARE A MONITORING REPORT TO BE ADJACENT PROPERTIES. THIS PLAN MAY NEED TO INCLUDE PLAZA SUBMITTED TO THE CURRENT PLANNING MANAGER AND DAHP PRIOR TO LIGHTING FEATURES TO ENSURE PUBLIC SAFETY DEPENDENT ON THE TEMPORARY CERTIFICATE OF OCCUPANCY. FINAL PLAZA DESIGN. THIS LIGHTING PLAN SHALL BE SUBMITTED WITH E. THE APPLICANT SHALL COMPLY WITH THE REVISED TRAFFIC AND PARKING THE CIVIL CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND MANAGEMENT PLAN COMPONENT OF THE TRAFFIC IMPACT ANALYSIS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST DATED ISSUANCE. FEBRUARY 1, 2019, AND ANY UPDATED REPORT(S) ASSOCIATED WITH 13. THE APPLICANT SHALL SUBMIT A PEDESTRIAN PLAZA PLAN WITH THE THE PLAN'S MONITORING ELEMENT TO ENSURE THE RESTAURANT'S CIVIL CONSTRUCTION PERMIT THAT PROVIDES PEDESTRIAN AMENITIES SUCH VEHICLE QUEUEING DOES NOT ADVERSELY IMPACT RAINIER AVE S. AS LIGHTING, SEATING, TRASH RECEPTACLES, PLANTER POTS AND OTHER Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com No. REVISION I BY SURVEYED: RLH I SCALE: DESIGNED: ADB DRAWN: MMM CHECKED: JC DATE I APPR I APPROVED: ADB N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF PRI - RENTON Plonning/Building/Public Works Dept. 0 Know what's below. p Call before you dig. ® Dial 811 R-425017 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING I �IL yqi 12/05/2023 %1�0 CONDITIONS OF APPROVAL 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 LAW-# STORE NO.:04249 DATE: 03/29/2023 FIELDBOOK: PAGE: DRAWING N0: C1 1.0 SHEET: 20 OF: 20 N T O O M O�y� t'J N W, W, o I T N Q J CM O O O i 00 T Ir ,a r) W z LLJ m Q N O N O N \ r2 0 3 E 0 0 N Q LL U Q U i 0 Cn T i 0 i ro N O N 1-1 rn N O i N 0 / 0 / N O N I N O N I s= 0 C_ Q I I U L U U N O a- N U Q Z 4 /h 0 M Jo SD —I SID ce I I I I I I I ILLUMINATION PLAN FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON ILLUMINATION GENERAL NOTES 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITION. J. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 8. ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. 9. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH—IN INSPECTION. 10. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL 425-430-7423, FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. 11. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION. 12. FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE STREET LIGHTING. 13. ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. 14. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 15. THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES AND OVERHEAD POWER LINES. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. ILLUMINATION CONSTRUCTION NOTES D CONSTRUCT NEW FOUNDATION PER CITY OF RENTON STANDARD PLANS 117.1 AND 117.1A. NEW FOUNDATION SHALL MATCH EXISTING FOUNDATION SIZE AND SHAPE. CONTRACTOR SHALL VERIFY BOLT PATTERN PRIOR TO POURING FOUNDATION. RELOCATE EXISTING LUMINAIRE POLE AND LUMINAIRE TO NEW FOUNDATION PER ILLUMINATION POLE SCHEDULE, THIS SHEET, AND PER CITY OF RENTON STANDARD PLANS 117.1, 119 & J013. REMOVE EXISTING FOUNDATION TO A MINIMUM 5' BELOW SURFACE GRADE. FILL AND COMPACT VOID. (�)EXISTING JUNCTION BOX TO REMAIN. PULL EXISTING CONDUCTORS FOR EXISTING LUMINAIRE POLE BEING RELOCATED BACK TO EXISTING JUNCTION BOX AND PULL THROUGH NEW CONDUIT TO RELOCATED POLE LOCATION. IF SUFFICIENT SLACK IS NOT AVAILABLE, CONTRACTOR SHALL REMOVE EXISTING CONDUCTORS FOR EXISTING LUMINAIRE POLE BEING RELOCATED AND SPLICE NEW CONDUCTORS WITH CITY APPROVED SPLICE KIT AND PULL THROUGH NEW CONDUIT TO RELOCATED POLE. O3 EXISTING LUMINAIRE POLE TO REMAIN. ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. NO. 1 NEW 2" SCH80 PVC 2 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT ILLUMINATION POLE SCHEDULE LUM. POLE ID *OFFSET * ** ** MOUNT. ARM WATTAGE INITIAL FIXTURE MODEL POLE NO. NUMBER STREET STATION LATITUDE LONGITUDE HEIGHT LENGTH VOLTAGESERVICE/ CIRCUIT ITYPE LUMENS (OR APPROVED EQUAL) BASE COMMENT O EX 2446C 135 RAINIER AVE S 1 1 +00.0 60.0' RT EX 35' EX 12' EX 240 EX EX 135W EX EX PHILIPS LUMEC DOMUS FIXED MATCH EXISTING FOUNDATION SIZE. LED 13,544 DMS50-135W80LED4K—R—LE3F * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS —BUILT PLANS. Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 1400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-674 Project Contact: Trevin Roletto, P.E. NO. Phone: 425-250-0583 INSV/6yto] II SURVEYED: DESIGNED: KEW DRAWN: LAB/DVB CHECKED: TDR BY DATE APPR I APPROVED: TDR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 PROJECT #: 2023— >0/>3/2023 CITY 0E RENTON Planning/Building/Public Works Dept. 15 60 0 30 90 SCALE IN FEET ILLUMINATION LEGEND EX NEW/RELOCATED DESCRIPTION ® JUNCTION BOX TYPE 1 STREET LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE — — — — — — CONDUIT/CONDUCTOR OCONSTRUCTION NOTE O LUMINAIRE POLE NUMBER AWIRE NOTE 0 Know what's b@IOW. Call before you dig. 1 Dial 811 i A-425018 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ANSPORTATION OPERATION DEVELOPMENT ENGINEERING cbarnes 11 /29/2023 yqi 12/05/2023W1 DU ILLUMINATION PLAN 0 D FOR CHICK—FIL—A RENTON �D ® 375 RAINIER AVE S RENTON, WA 98055 N5,,-A-aRRA STORE NO.:04249 DATE: 10/13/2023 FIELDBOOK: PAGE: -01 SHEET: OF: 2 2 21 N T C) co o N �� T N Q J H H W z L?J m Q N O N O N I 0 lT 3 E U) c O CC_ a) ry U 0 Q U 0 E In r-I o_ I ro N 0 N / a� 0 a� 0 / IZ 0 N O N I r'D N O N I c 0 C_ ry Q I U L U / U O EL N > U Q z 4 DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES LUMINAIRE ARM LENGTH DISTRIBUTION, 4DOOK COT, 120-277V UNIVERSAL DRIVER (750mA OR PER PLANS, 10' MAX I LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. i= PAINT SPECIFICATIONS ALL LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS, AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE FACTORY PRIMED AND POWDER COATED TO MATCH FINISH COLOR. ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL MATCH FINISH COLOR. FINISH COLOR: RAL 9005TX "JET BLACK", OR APPROVED EQUAL WITH PAINT CHIP. DECORATIVE LUMINAIRE POLE NOTES © ROUND TUBULAR SECTION (NO TAPER) DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES DISTRIBUTION, 4000K OCT, 120-277V UNIVERSAL DRIVER (750mA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119.\ 4-0. LUMINAIRE ARM 1B" FOR STREET LIGHT STANDARD DECAL W NUMBERING DETAIL, REFER TO CITY OF a RENTON STD PLAN 121 c= POLE SHAFT FABRICATED FROM 6063-T4 ALUMINUM, HEAT TREATED TO T6 CONDITION i AFTER WELDING. 10" O.D.. 0.250" WALL AT o BOTTOM OF POLE SHAFT, 9.375" O.D. AT 27" z UP FROM BUTT OF POLE. TAPERED BETWEEN � LUMINAIRE CONNECTIONS o 10 DECORATIVE BASE COVER PER DETAIL, THIS SHEET i 4" X 8" REINFORCED ALUMINUM HANDHOLE OPENING WITH 5/16"-18 HOLE FORA GROUND CONNECTOR AND FLUSH FITTING CAST ALUMINUM ANCHOR BASE, ALUMINUM DOOR W/ GASKET INSTALL ANCHOR BOLT COVERS G (PROVIDED BY POLE m MANUFACTURER) 6" HIGH SIDEWALK •i OR PLANTER STRIP ROADWAY CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS NOT LEVEL, INSTALL GROUT AT BASE OF POLE AND FOUNDATION PER STRUCTURAL ANALYSIS BASE COVER, PROVIDE 1/2" DIA DRAIN TUBE THROUGH GROUT POLE ELEVATION PUBLIC WORKS DEPARTMENT (6) 1.38" DIA. X 2" LONG SLOTTED HOLES WITH 1 1/4" DIA, 4" HEX HEAD CONNECTING BOLTS AND NUTS A36 STEEL, �1 )¢" THICK A• !!!!!! BASE PLATE IS" -' 15"0 BOLT CIRCLE POLE BASE PLATE DETAIL FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN '0. 1 0� 180' D' E s 270' • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT 0' • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' • HANDHOLES ARE MOUNTED AT 180' ORIENTATION LOCATION 9 h* OCTAGONAL SPLIT !TOP I.D. CAST IRON BASE WITH REMOVABLE ACCESS DOOR 21 DECORATIVE BASE COVER ARTERIAL STREET DECORATIVE LUMINAIRE POLE STD. PLAN - 117.1 DETAILS APPROVED: Martin Pastuche 7/27/2022 I DATE DocuSign Envelope ID: 9D960DA8-0385-4664-AE66-57BFF1561D7F aCKET CABLE, #10 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED TO LUMINAIRE FUSE KITS QUICK DISCONNECT 3 AMP TO RECEPTACLE IN LINE FUSE KITS S.E.C. OR EQUAL, ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING SIZE PER LID STANDARD DUTY AND RECEPTACLE WIRING CONTRACT JUNCTION BOX TYPES 1 & TO LUMINAIRE 2 STANDARD PLAN J-40.10 GREEN INSULATED WIRE, SIZED GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE TO MATCH THE LARGEST KITS ON ALL THRU WIRE RUNS CURRENT CARRYING CONDUCTOR. 2- TERMINATE AT LUMINAIRE CONCRETE PAD OR GROUND LUG SIDEWALK PER STD PLAN 120 T"-" 15 24"(MIN) COVER #8 BARE COPPER - a II LIFER GROUND, GROUND WIRE GROUND II II NON -INSULATED #4 AWG CLAMP II II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. 2" PVC CONDUIT II ROUTE FROM GROUNDING 1 -EQUIPMENT GROUND WIRE W/GREEN INSULATION REBARO CONNEDCTIOTO FROM SERVICE CABINET, REBAR USING AN ACORN SEE NOTE 2, THIS SHEET CLAMP ' COPPER CLAD 2 - LIGHTING SYSTEM GROUND ROD CONCRETE FOUNDATION GROUN WIRES TO CONTACTOR (SIZED AS REQ'D.) 2 - 120VAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE GROUND LUG. 5. ALL CONDUIT SHALL BE PVC SCHEDULE 80. Y I. PUBLIC WORKS LUMINAIRE ELECTRICAL WIRING SYSTEM STD. PLAN - 119 APPROVED: DEPARTMENT ram.•.,.... 7/27/2022 1 5: 'A•.� F i Martin Pastucha �,.,,,�,.",.w N DATE ILLUMINATION PLAN DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F SMALL CELL SHROUD BY OTHERS. SHROUD SHALL BE SECURELY FASTENED TO THE TOP OF POLE VIA A36 STEEL, PAINT SPECIFICATIONS: NUTS AND BOLTS, MOUNTING DETAILS PER POLE ,o. _ 1 V THICK ALL LUMINAIRE, POLE, CAST ALUMINUM 1'-6„I MANUFACTURER. OTHERWISE PROVIDE POLE CAP b " ••y BASE PLATE BASE PARTS, AND ANY ADDITIONAL ALUMINUM SHROUD b d o. EQUIPMENT MOUNTED ON THE POLE41ENGTH MANUFACTURER) "•-� = SHALL BE FACTORY PRIMED AND POWDER 15"0 BOLT CIRCLE COATED TO MATCH FINISH COLOR.DOME STYLE LED LUMINAIRE (WATTAGE PER (6) 1.38" DIA. HOLES WITH 1 1/4" PLANS, TYPE 3 IES DISTRIBUTION, 4000K OCT. DIA, 4' HEX HEAD CONNECTING ALL BANDING AND ALL OTHER MOUNTING120-277V UNIVERSAL DRIVER (75OmA OR BOLTS AND NUTS HARDWARE SHALL MATCH FINISH COLOR. LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE POLE BASE PLATE DETAIL FINISH COLOR: RAL 9005TX "JET BLACK",INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM 3'-0" OR APPROVED EQUAL WITH PAINT CHIPDETAILS SEE STD PLAN 117.3. WIRING PER STD PLAN 119. DECORATIVE LUMINAIRE POLE NOTESIONE 2" CONDUIT, UNLESS STATED OTHERWISE ON THE PLANS. STUBOUT V OI ROUND TUBULAR SECTIONFROM EDGE OF CONCRETE FOUNDATION �AND CONNECT TO CITY JUNCTION BOX (NO TAPER) PER STD PLAN 119 ONE 2" CONDUIT, STUBOUT V FROM 1 3 OF POLE SPACE FOREDGE OF CONCRETE FOUNDATION, 90' / CONNECT TO CARRIER JUNCTION BOX, CARRIER ORIENTED AT 90' ORTYPE 1 OR TYPE 2 JUNCTION BOX 270' FOR LENGTH OF POLE 0 z 180' 0' 4 a S� 270' 2/3 OF POLE SPACE FOR INTERIOR WALL CITY/UTIUTY POLE CHAMBER DETAIL DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, TYPE 3 IES DISTRIBUTION, 4000K CCT, 120-277V UNIVERSAL DRIVER (75CmA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE. 4'-0" FOR MOUNTING ARM DETAILS SEE LUMINAIRE STD PLAN 117.3. WIRING PER STD PLAN 119.E FOR STREET LICIT STANDARD J/ _ DECAL NUMBERING DETAIL, i REFER TO CITY OF RENTON STD PLAN 121 3 A595 OR. A, 55KSI, o TAPERED STEEL POLE SHAFT, 35.75' LONG, 0.209" i o THICK, 10.83" BOTTOM O.D., z $ 5.83" TOP O.D. �o w z . (2) STEEL 4" z 10" HAND o HOLE WITH COVER AND NUT HOLDER WITH FASTENERS FOR GROUNDING m ALUMINUM BASE COVER, SEE x STANDARD DETAIL 117.1E ❑ FOUNDATION SECTION GROUND POLE TO FOUNDATION CONDUITS, SEE FOUNDATION SECTION, PER STD PLAN 119 THIS SHEET o� ANCHOR BOLTS, SEE ANCHOR BOLT x o ASSEMBLY DETAIL, THIS SHEET x Q TOP OF CONCRETE PAD/SIDEWALK N E, REBAR PER STRUCTURAL ANALYSIS a 15 � m y a o ¢ 3 _ o - o J W i o � � � a a 0 0 =o Fo 0 o� o _Z 180 3'-0^ o I 21 0 FOUNDATION DETAIL g • DECORATIVE ROADWAY LUMINAIRES 1.38" DIA. HOLE (TYP) ARE MOUNTED AT 0' • DECORATIVE PEDESTRIAN LUMINAIRES 1" THICK STEEL PLATE ARE MOUNTED AT 180' ;o • HANDHOLES ARE MOUNTED AT 180' BOLT CIRCLE PER \ BASETE ORIENTATION LOCATION oral , THIISPSHE T 6" HIGH SIDEWALK OR PLANTER STRIP <...- :-::.c ..-'...,.,•:• ROADWAY f CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS NOT LEVEL, INSTALL GROUT AT SEE FOUNDATION DETAIL, THIS SHEET. EDGE OF BASE OF POLE AND BASE COVER, PROVIDE 1/2" FOUNDATION SHALL BE LOCATED Al LEAST 5DIA DRAIN TUBE THROUGH GROUT AWAY FROM CITY UTILITIES UNLESS OTHERWISE APPROVED BY THE CITY POLE ELEVATION PUBLIC WORKS DEPARTMENT ANCHOR BOLT TEMPLATE DETAIL TOP OF FOUNDATION ANCHOR BOLT TEMPLATE (TIP)- a ANCHOR BOLT, 4 TOTAL, 1 Y" a N DIA., STEEL F1554 OR GRADE 55 a (TYP) x a �< nQ 1 Y" HEX NUTS (6 REQ'D PER a a ANCHOR BOLT), AND a FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION NOTES 1. SONOTUBES SHALL NOT BE ALLOWED 2. ALL FOUNDATION HARDWARE SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH THE LATEST WSDOT STANDARD SPECIFICATION SECTION 9-29.6(5) FOUNDATION HARDWARE FOUNDATION DETAILS ARTERIAL STREET SMALL CELL DECORATIVE LUMINAIRE POLE DETAILS Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 1400 SE 8th St, Suite 200, Bellevue, WA 98004 I Office (425) 889-674 Project Contact: Trevin Roletto, P.E. NO. Phone: 425-250-0583 III;�SN6yto] II DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS OTHERWISE APPROVED. 9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. �(Y o TRANSPORTATION NOTES STD. PLAN - 135 PUBLIC WORKS . �. APPROVED: DEPARTMENT Martin Pastucha 7/27/2022 1 �N (� GATE SURVEYED: DESIGNED: KEW DRAWN: LAB/DVB CHECKED: TDR BY DATE APPR APPROVED: TDR SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 PROJECT #: 2023- >0/>3/2023 AVINZhk CITY 0E RENTON Planning/Building/Public Works Dept. K. 9:: Tti �:.::4•'n. a. y t :;=�N�c> •�,�'tii+�:����111111111111, r���r;aeia r .'•:rim-a•w:.v,.Y}''v�yqIM�n,����,}�',iii+4'kt�t,'. .`7s 'g,!,-, 1 /4" LOAD LINE 1 /4" FUSE 0 1/a° CUTTING RINGS rnnvv rrr i VYTt JI-'Lll,t SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON u STANDARD PLANS P� .TOE LST DATE: 04/04 nwr NAAAF• .Inn i cP PArF• .1T11 i 0 Know what's b@IOW. Call before you dig. 1 Dial 811 FR-425019 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING a- cbarnes 11 /29/2023 yqi 12/05/2023 cQ ILLUMINATION PLAN DETAILS D FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 (�Inns_11,_nRnn_N STORE NO.:04249 DATE: 10/13/2023 FIELDBOOK: PAGE: -02 SHEET: OF: 22 22 n �J T N J LANDSCAPE NOTES w J J i Q0 M Co i 0 0 z 0 z Q d- x LLJ i 0 C i rn 00 0 0 0 Do R. Lij z i 0 W I-_ LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 30-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. IRRIGATION SYSTEM: LANDSCAPE CONTRACTOR TO VERIFY AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK ON THE PROPOSED IRRIGATION SYSTEM. PROVIDE WRITTEN RESULTS OF WATER PRESSURE TO LANDSCAPE ARCHITECT REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 30-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. FOLLOWING THE 30 DAY MAINTENANCE PERIOD, THE PROPERTY OWNER WILL ENSURE THAT ANY FURTHER MAINTENANCE REQUIRED BY CITY OF RENTON CODE WILL BE PROVIDED. SEE ADDITIONAL INFORMATION ON THIS SHEET. SUBMITTALS: SUBMIT THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "DBH" INDICATES DIAMETER AT BREAST HEIGHT MEASURED AT 4.5 FT ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. Know what's beIow. Call before you dig. Dial 811 FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO A SOIL TESTING LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF 1 /3 BY VOLUME SANDY LOAM, 1 /3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. C) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -5 INCHES IN LAWN AREAS, -9 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. D) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LAWN AREAS, 6 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. ORGANIC MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. LANDSCAPE MAINTENANCE IS REQUIRED FOR TWO YEARS FOLLOWING OCCUPANCY PERMIT PER SECTION 4-4-070, P OF THE MUNICIPAL CODE. SEE BELOW. RENTON MUNICIPAL CODE SECTION 4-4-0707 P AND G: R. MAINTENANCE: 1. Maintonance oquired: Larldtcapirlg required by this Sorption shall be ma into i nod by tha owner and shall be subject to periodic inspeclion by the Department of Comrnunity and Econornic Development. Plantings are to be mairLtair7ad ire a healthy. growing condition and those dead u dying shall be replaced. Property owners shall keep the plantiIng areas reasonably free of needs and litter. 2. Failure to Maintain Landscaping: The Department of Community and Ecoriomio Developrnenk is aluthDdzed to notIfy the owvnar that any requIrad landscaping Is not going adequately msintaired and the specie-naturei of the failure to maintain, The Department shall send the property} owner written notice, specifying what corrections shall be made, 3. Security Required: Prior to recording a plat or'the issuance of any occupancy perm it(s), the developer shall furnish a seeudty device to the City in an amount equal to twenty percent (2D%) of the esfir-nated east of materials and their installaticn. the estimated cost shall be decided by the Administrator. A security d-e+rice meeting the requirements of R M C 4- I:M, Sureties and Bands, small be rnail n1ained for a period of two (2) yesrs after the plat record1nq a tssuanoo of any accupancy permits) prior to the release of the security device. (Ord, 5676, 12-3-2012, Ord, 5B41, 6-12-2017, Ord. 5917, 12- 10-2018 ) CL DAMAGED LANDSCAPING-. Upon request of the City, any landscaping required by City regulations that is damaged must he replac-ed wi!1h like or better landscaping as determined by the Administrator. (Ord. 5676, 12 - 1 ) Ba rg h a use n Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SURVEYED: RLH - REVISED PER COMMENTS JV 10.13.23 JV DESIGNED: LP/JV - REVISED PER COMMENTS JV 9.8.23 JV - PERMIT RESUBMITTAL JV 4.20.23 JV DRAW LP/JV - SUBMITTAL JV/LP 1.12.23 LRP CHECKED: LP/JV N0. REVISION BY DATE APPR APPROVED: LRP SCALE: VERTICAL: AD 11981 � C 1 TY OF N/A HORIZONTAL: NAD 983/1991 PRI RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS E ENT PLANNING � [fyqi MENT ENGINEERING ordonl2/05/2023 12/05/2023 LANDSCAPE NOTES FOR CHICK—FIL—A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 04.20.2023 P1 PAGE: DRAWING NO: L1 SHEET: 1 OF: N T O O O co N 1 u H H T N Q D J H H w J fy N Do to N O N r2 O 3 J I r7 Q0 m 00 0 0 z 0 z Q a- X LLJ N C C N a7 00 0 0 0 Do Lij WALL TO SCREEN UTILITY VAULT _ LANDSCAPE REQUIREMENTS & CALCULATIONS C) ABOVE -GROUND UTILITY � � \ 1 0 � FOR N PROPOSED TREE - a \ 4 \ (0 �+ SEE SHEET L3 ° \ + �CHICKFILARENTON LANDSCAPE BEDS LESS ► + ++ THAN 8 FT. CONTRIBUTEIDE TO DO NOT .SEE SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. INTERIOR PARKING LOT , , Uj LANDSCAPING, TYP. CITY OF RENTON KING COUNTY STATE OF WASHINGTON _ + + + + + \ A I I y / ✓ a ++++ EXISTING LIGHT POLE ° PARKING LOT TREE }++++++ \ \ \ \ \\ / PARKING LOT TREE pcoo R M N5 6 a ° " ° ° ' >� '° ° ++++ + 1/ LANDSCAPE BEDS LESS CONTRIBUTE TO INTERIOR PARKING LOT POWER EASEMENT LANDSCAPING, TYP. L1 ASBUILT LOCATION OIL KC REC NO. 9410201209 No, ILI ML ■LVIMOM� I. i mom ilik" /01 �,. _ -.ra�� tip ■stiWa�■. i��, �� , ■■■>... ��. • ' • • /■ii . .i �_ . ° f „ice •.�. - rl�r■■i�i■■■� / • ♦ ��!j� ., �■■■• .. %ice � \ �!� � I ►,. • � - ,� �� •i�i PARKING LOT TREE FA 76 SF PARKING • 7p■05i0S1Cp\ ■■■\ i• 4� i is r 1�?+ ��'C�Z'`�/ . �, �. ear■ \ �■■��.. t1�1�►t, ��1������.,•u ` ml�m■mL, ` •..� v STAI ,®�K®off, y►1��►�� �����' WIN a. —1 'ae £ +' +:}• ?� EXISTING LANDSCAPING O E _ PARKING LOT LANDSCAPING " ° A V. ° I a: �''� Z +':+•+• RETAINED. INSTALL SUPPLEMENTAL \ _ �\ °.. : n '� :+:"+.'.'. � ' '� •''"";, PLANTS AS SHOWN. SHIFT LOCATIONS 0 : + , � °' ° �p � ° : +� #: . • � �: � \ OF NEW PLANTS AS NECESSARY IN \ �%'1� I � ' � . } . ;\ �, ;;,i' ORDER TO AVOID IMPACTING EXISTING ` ° ° . +:+:'::. 'C::,;,. \ \ LANTS _ y _ CODE REQUIRED LANDSCAPING +++:: co :. ;:. bm \ \ / �L � PARKING LOT TREE PARKING LOT \ • + + `':'\'"";• / 407 SF 231 SF SYMBOL DESCRIPTION QUANTITY + +++ +:. a ::::::•. - ° TREE tip y ` _6' �� 2, ..° • • +++,•.�+ � ....:. .. :::::. � . l a + + : \ EXISTING SCREENWA + 4S ILLS1� ++++ +• ��'\ ""':• G� +++++++ PARKING LOT PERIMETER LANDSCAPING 3,367 SF ++ + G \ \ /e� LANDSCAPE LEGEND +++++++++++++++++ PRESERVE &PROTECT \ N $ 4 a , ° +++. } 4 P:uGI + + + + + + EXISTING OFF SITE, 3STALLS \ ° ++ "" \ \ ` ` SYMBOL DESCRIPTION SHRUBS THIS SIDE OF \\_ L a; SITE, TYP. \ I +++ i t�•'•:::::::. \ \ STREET FRONTAGE LANDSCAPING 3,165 SF / INCLUDES LANDSCAPING WITHIN 4 STALLS °a \ \ PARKING LOT TREE �� �� . •° •°'' ++-.'�}.. � ��, ••; \ o EXISTING DECIDUOUS TREE TO REMAIN :. ROW PARKING LOT- 0�' TREE 23' i a • • ••• -• ... �� '•. •b' °, +++ {.. :+• •;, , \ PRESERVE`AND PR TE ° +++ :. . d •�, EXISTING DECID. TR S F////// aaSSF a . ' .° : +f.q.(EAST 5)TOTDEOPSITE-EXISTING EVERGREEN TREE TO REMAIN ADDITIONAL PARKING LOT LANDSCAPING 2,115 SF °° A •#• 5 TOTAL330 SF `....NTRI T E DOES NOT CO BUTE TO H REQUIRED INTERIOR PARKING LOT \ .`' cP A. • + + +: +' � . 2' • :: \ / 0 6 STALLS N> ° , 8 ' • ° • -A-"�;h .�-. �: � oe :::.::. W G \ 3 TALLS a �- \ LANDSCAPING PRESERVE AND PROTECT - 10' AS -BUILT GAS ESMT. OtJ. \ c\ EXISTING DECID. STREET KC REC. NO. 20130411001089 4 +0 Yn ° /\\ ° + +' TREES BETWEEN + COIF N + ° A ° �..{;:::: ..,.. SIDEWALK &STREET - Q PARKING LOT TREE G +++ a 4 (5) TOTAL PRESERVE AND PROTECT EXISTING R $ ,: ; , "' •'' # ° �� EXISTING LANDSCAPE TO REMAIN DECIDUOUS PARKING LOT TREES - ss 4.. A ° ' < ' PRESERVE AND PROTECT ALL (2) TOTAL. EXISTING TREES DO NOT COUNT °. • J ,;•;;•.; 5 \ TOWARDS THE REQUIRED INTERIOR °. I \ : • O A ' ° ° p ' \ \ \ EXISTING VEGETATION AND OTHER PARKING LOT TREES G G ' 0 0 A ° ° ° . \ \ \ LANDSCAPING DESIGNATED TO ° ` a o ° o ' d. ° \ A " \ \ REMAIN. CONTRACTOR SHALL �\ / NN ; ° °•A.° ; q 4.V 4.° ' n0,02 c o :• / PROPOSED PATIO. SEE PAVER REPLACE DAMAGED VEGETATION ° < i DETAILS AND NOTES THIS SET. AND REPAIR ALL DAMAGED i o •• SEE CIVIL SET FOR GRADING • `•• �• • •�. � ; .,: ' � ° p,QN ," \ ,•.,.,,,,.. < LANDSCAPING RESULTING FROM / , \ • ,QS� \ �\\vU v CONSTRUCTION AND RELATED SEWER EASEMENT 'p 1 REC. N0. 5253595 G ACTIVITIES. \ � M g� �\\\\\\\ - / PROPOSED PLAZA. SEE PAVING \6 STALLS :e INFORMATION THIS SET i i 4 I a _ Cf d. 1 I \ a I 7 ni 4 \ \ a ° INSTALL NEW PLANTS AMONGST 15' X 100' \/ N A i EXISTING. SHIFT NEW PLANTS TO ! AVOID DAMAGING EXISTING \ / SEWER ESMT � � . • o . , \ \ / REC. NO. I\ . \ ; \ \ i a�,' ° °V ' ' ' 24 C, • prLG � % O -tt\ � J \ �, O , 0 /G S5/5 o c4STALLS +. \\ EXISTING LANDSCAPING TO W / BE RETAINED, TYP. / 5. •'-I'f"�'•'• • 4 •••• INSTALL NEW PLANTS AMONGST `N / •< : a• NOTES: // \ -� ¢}•} # � � EXISTING. SHIFT NEW PLANTS TO W / a PRESERVE AND -•}; :{•,• , , ' � AVOID DAMAGING EXISTINGW��+ 50\ S5/ PROTECT EXISTING "`' "' `" "'"' "' "' (!'G - \ \ /W 0I 1. PROPERTY ZONED "COMMERCIAL ARTERIAL (CA)" ®F �i IN COMPLIANCE WITH CITY OF RENTON STANDARDS / DECIDUOUS TREE •:.}••�' �"• S�OI� .. SEWER ESMT. � \ \ \ _W 5 d 9 1 EC N). 9708110701 `\ W ' o2. 54 TOTAL PARKING STALLS PROPOSED 33 EXISTING EXISTING LANDSCAPING a STALLS TO REMAIN IN ORIGINAL LOCATIONS PLUS 21 S5/ .:,:;.; f}*F+1 \�\� ,TO BE RETAINED `- ° CURRENT PLANNING � + # # � '' \ \ P� 1 1 ,,,; � '� . � . ? � DEVELOPMENT ENGINEERING � Alo' STALLS ADDED IN RE -CONFIGURED AREAS / \\ Q .-' o ) AVanGordonl 2/05/2023 "� � ':�: � :. ,� �•: ,,. \� � � / � 5 i 12/05/2023 \ / SD — SD — ;:;;;,• + :+: + 5• ,-'' • oE�' ° •'' 3. TREE SIZE AS DIAMETER AT BREAST HEIGHT DBH MEANS `� yq 5 #•+•:+•: �•: \ �� PRESERVE AND IO ( ) n/ ()MEN ;i\+:++" . �PROTECT20° TREE CALIPER IS TO BE MEASURED AT 4.5' ABOVE GRADE. 5 + .+. \ / 5G : • \\ \ , ACER RUBRUM n p Z �• `I'O S O 1D i \ �1 .774 . IWO _,,p SC SS SD Know what's below Barghausen SURVEYED: RLH SCALE: — VERTICAL: NAVD 1988 O DAO4.2O.ZOZ3 Consulting Engineers, Inc. LP JV If HORIZONTAL: NAD 1983/1991 LANDSCAPECA CULOATIIONS ENTS & 0 — REVISED PER COMMENTS JV 10.13.23 JV DESIGNED: � — 2O 'O _ � CITY 0 F O FIELDBOOK: ® Call before you dig. — REVISED PER COMMENTS JV 9.8.23 JV DRAWN: / � RENTON FOR PAGE 1 Dial 811 18215 72nd Avenue SOUtII — PERMIT RESUBMITTAL JV 4.20.23 JV LP/JV CHICK-FIL-A RENTON DRAWING N0: � SUBMITTAL JV/LP 1.12.23 LRP CHECKED: ONE INCH Kent, WA - LP/ Jv AT FULL SCALE Planning/Building/Public Works Dept. 375 RAINIER AVE S RENTONWA 98055 L2 IF NOT ONE INCH , 425.251.6222 barghausen.com N0. REVISION BY DATE APPR APPROVED: LRP SCALE ACCORDINGLY STORE NO.: 04249 SHEET: 2 OF: 9 W I fY Q r2 00 to N O N O Cr 3 J I Q0 m 00 (n O Z O z Q X LLJ Cr C r-> rn 00 O O O Co Lij • � 1 f .•1 1 NE P Lip � � � I�� '� \ •�9 �� O '4W✓ 1 �,Yly��yA v04� � CPA - PROPOSED LIGHT - — SEE CIVIL AND LIGHTING PLANS PRESERVE & PROTECT EXISTING OFF SITE SHRUBS THIS SIDE OF SITE, TYP. 10' AS -BUILT GAS ESMT. � �� \/ ` + KC REC. NO. 20130411001089 Epp. o p 1\C ti 4° Cps• PRESERVE AND PROTECT EXISTING a DECIDUOUS PARKING LOT TREES - (2) TOTAL. EXISTING TREES DO NOT COUNT a TOWARDS THE REQUIRED INTERIOR a. n PARKING LOT TREES G G A SEWER EASEMENT REC. NO. 5253595 EXISTING LIGHT // VE PRESERVE AND — 50\ g5 / PROTECT EXISTING DECIDUOUS TREE so / SD SD - / sue, <° g ilo Know what's b@Iow. Call before you dig. Dial 811 LANDSCAPE PLAN FOR HI K-FIL=A RENTON C C SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON PROPOSED SCREENWALL. SEE \ \ \ DRAWING SET AND SPECIFICATIONS BY WARE-MALCOMB \\Al EXISTING LIGHT POLE. STREET TREES \ MINIMUM 10' AWAY FROM LIGHT PROPOSED SCREENWALL. SEE \/ DRAWING SET AND SPECIFICATIONS BY WARE-MALCOMB Y /1 \ a. N \ M ++ + +4- 1 \ \+ + / \ EXISTING LANDSCAPING TO BE + ++++++ RETAINED. INSTALL SUPPLEMENTAL \ PLANTS AS SHOWN. SHIFT LOCATIONS \ \ OF NEW PLANTS AS NECESSARY IN ORDER TO AVOID IMPACTING EXISTING \ \ \ PLANTS \ m \ \ \ \ P`VG .CL• \ EXISTING SCREENWAL Barghausen Consulting Engineers, Inc.- REVISED PER COMMENTS - REVISED PER COMMENTS 18215 72nd Avenue South - PERMIT RESUBMITTAL Kent, WA 98032 - SUBMITTAL 425.251.6222 barghausen.com ISO. REVISION EXISTING REND PR E EXISTING DECID. TR S \ \ EAST SIDE OF SITE - (5) TOTAL C 5 \ \ PRESERVE AND PROTECT \ EXISTING DECID. STREET 1c TREES BETWEEN \ \ SIDEWALK & STREET - f (5) TOTAL 4. qL PROPOSED PATIO. SEE PAVER DETAILS AND NOTES THIS SET. ••..... o SEE CIVIL SET FOR GRADING PROPOSED PLAZA. SEE PAVING :e •' INFORMATION THIS SET i f 1 \a. 1 a 1 � 1 � \ / INSTALL NEW PLANTS AMONGST / EXISTING. SHIFT NEW PLANTS TO AVOID DAMAGING EXISTING , t , f \ f 4 \ 4 SURVEYED: RLH JV 10.13.23 JV DESIGNED: LP/JV JV 9.8.23 JV JV 4.20.23 JV DRAWN' LP/JV JV/LP 1.12.231 LRP CHECKED: LP/JV BY DATE APPR I APPROVED: LRP TRASH ENCLOSURE -� LE _' EE MA�c LEGEND ` EXISTING LANDSCAPE AND IRRIGATION TO BE RETAINED. PROTECT EXISTING VEGETATION DURING CONSTRUCTION. INSTALL ADDITIONAL PLANTINGS AS SHOWN. INSTALL NEW MULCH PER NOTES AND DETAILS EXISTING LANDSCAPE AND IRRIGATION TO BE REMOVED. CAP AND REMOVE PORTIONS OF EXISTING IRRIGATION NO LONGER NEEDED. RE—ROUTE PORTIONS OF EXISTING IRRIGATION SYSTEM AS NEEDED EXISTING TREE TO BE REMOVED, TYPICAL, WHERE NEW PLANTS ARE SHOWN TO BE INSTALLED WHERE A TREE IS TO BE REMOVED, LANDSCAPE CONTRACTOR TO REMOVE ENOUGH ROOTMASS IN ORDER TO BE ABLE TO INSTALL NEW PLANTS EXISTING TREE TO BE RETAINED, TYPICAL. PROTECT DURING CONSTRUCTION SCALE: NAVD VERnCA1988 C 1 TY OF 111 — 201-011 HORIZONTAL:: NAD AD 1983/1991 PRI RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1 \ D�DICOAOp4E 0�25 ,, -W IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING AVanGordonl2/05/2023 yqi 12/05/2023 LANDSCAPE PLAN FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 04.20.2023 P1 PAGE: L3 SHEET: 3 OF: T 0 N �1 H H T N Q J PLANT SCHEDULE w J lY Q r� ao I� N 0 N I2 0 J 00 i 0 U z 0 U) z Q X LLJ tv C I� 00 0 0 0 00 i n Lij � FOR 0 CHICK=FIL=A RENTON � SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. � CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON W PLANT SCHEDULE TREES QTY BOTANICAL / COMMON NAME CONT. SIZE WATER USE ORIGIN FOLIAGE (D 5 ACER CIRCINATUM / VINE MAPLE B & B 2" DBH OR 3" TOTAL MULTI -STEM LOW NATIVE DECIDUOUS STAKE AND GUY ONE GROWING SEASON. MIN. 3 STEMS 8 CORNUS NUTTALLII / PACIFIC DOGWOOD B & B 2" DBH LOW NATIVE DECIDUOUS NURSERY GROWN, BRANCHING AT 5'. STAKE AND GUY ONE GROWING SEASON. 14 PSEUDOTSUGA MENZIESII-FASTIGIATA' / FASTIGIATA DOUGLAS FIR B & B 6' MIN HT LOW NATIVE EVERGREEN FULL AND MATCHING, STAKE AND GUY ONE YEAR 3 ZELKOVA SERRATA 'GREEN VASE' / GREEN VASE JAPANESE ZELKOVA B & B 2" DBH LOW ADAPTIVE DECIDUOUS STAKE AND GUY ONE GROWING SEASON. STREET TREE SHRUBS QTY BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE OO 32 BLECHNUM SPICANT / DEER FERN #2 LOW NATIVE EVERGREEN 36" o.c. 120 MAHONIA AQUIFOLIUM / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY Mn 65 MAHONIA AQUIFOLIUM 'COMPACTA' / OREGON GRAPE #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY 0 28 MAHONIA NERVOSA / OREGON GRAPE #2 LOW NATIVE EVERGREEN 42" o.c. FULL AND BUSHY ® 5 MORELLA CALIFORNICA / CALIFORNIA WAX MYRTLE #2 LOW NATIVE EVERGREEN 72" o.c. FULL AND BUSHY Sf 72 POLYSTICHUM MUNITUM / WESTERN SWORD FERN #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY. MIN. 3 FRONDS 45 RIBES SANGUINEUM / RED FLOWERING CURRANT #2 LOW NATIVE DECIDUOUS 48" o.c. FULL AND BUSHY ® 9 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY #2 LOW NATIVE DECIDUOUS 48" o.c. FULL AND BUSHY Vo 37 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY #2 LOW NATIVE EVERGREEN 48" o.c. FULL AND BUSHY GRASSES QTY BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE OP 21 FESTUCA IDAHOENSIS / IDAHO FESCUE #2 LOW NATIVE DECIDUOUS 24" o.c. FULL TOP GROWTH GROUND COVERS QTY BOTANICAL / COMMON NAME CONT. WATER USE ORIGIN FOLIAGE 363 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL. LOW NATIVE EVERGREEN 30" o.c. FULL TOP GROWTH, WELL ROOTED ««« ««« 155 GAULTHERIA SHALLON / SALAL 1 GAL. LOW NATIVE EVERGREEN 30" o.c. + + + + + FULL TOP GROWTH, WELL ROOTED NOTES TOTAL SHRUBS AND GRASSES PROPOSED: 434 TOTAL EVERGREEN SHRUBS PROPOSED: 359 82.7% SHRUBS ARE EVERGREEN 100% OF PROPOSED GROUND COVER IS EVERGREEN 0 Know what's below. p Call before you dig. ® Dial 811 Clay pavers add warmth and hospitality to any Indoor or outdoor space. The classic clay paver can be elegant rustic or tradiilonal. A variety of colors, textures and installation patterns make them a highly creative and adaptable paving surface. Mica -Tile is designed for interior and exterior use on horizontal surfaces. Mica -Tile should be laid according to specific application (see details) and are intended for non- vehide applications. Clay Pavers are designed for setting dry on a sand bed where thickness is desired for traffic and physical locking of units. They may be used with either the smooth or wire -cut side as the wearing surface. The net dimensions of 4 x 8 inches permit patterns bonds where mortar joints are not used. The various sizes allow for use in both pedestrian and light vehicle applications. Blinn ■Jo■ • 1 r r_: Units Coverage Weight COYtf:g! Weight Use per Pallet per Pallet per Piece per Pallet 1"Mica•T 4.51 ft2 1,296 288 ft2 21b (48.441 m2) (26.86 m2) (0.9 kg) 2,6421b , (1,19839 kg) 4.5 / ft2 166.7 ft2 3.6 lb 2,750 lb 1 'h" Pave§ 750 (48.44 / m2) (15.48 m2) (1.63 kg) (1,24738 kg) 4.5 / ft2 128 ft2 5.5 lb Pav (48.441 m2) 576 (11.89 m2) (2.49 kg) 3,218lb (1,459.66 kg) 4.5/ft2 128h2 63b "Paver 3,506lb "* 2 (48.441 m2) 576 (11,89 m2) (272 kg) (1590.29 kg) All Weight per Palletnoted above include a 50lb pallet weight. * Designed formortar-set pedestrian applications only. ** Designed formortar-setorsand-se4 pedestrian applications only. *** Designed to besand-set. Maybe used forpedestrian and light vehicular applications. 'PECIFICATIr Mica -Tile is manufactured to industry standard specifications ASTM: C 902-04, Class MX, Type II 1 1/2" Paver Tile is manufactured to industry standard specifications ASTM: C 902-04, Class SX, Type I Roman Clay Pavers are manufactured to industry standard specifications ASTM: C 902-04, Class SX,Type II For more information about available colors, please contact a sales representative or visit www.mutualmaterials.com. Custom colors may be restricted by the size of the order or project. Photographs show the general appearance of color and textures Due to the limitations of photography, the actual product shipped is not guaranteed to I (25.4 mm) exactly duplicate each shade and texture (190 mm) 9 Vi (8Mailshown here. Final color and product selection should be made from actual samples. Product is made with natural materials, so colors may vary. During installation, if random t 1s" H color patterns are I (38 min) desired, we recommend s" t blending products from (zoo mm) (102 mm) multiple pallets or pallet layers to achieve desired results. Product colors and availability subject to change without notice. I2WH (57 mm) s^ t . - (204 mm) (102 mm) IV MAN LLAT VAV LKW tl" L X 4" W X t'18" H s Irrn R.c Vr iil.•rn� IJ T:i�a lna I'ir,neer—:: [xr [try P.rcnfTile Requirements - grout: ANSI Al 18.6, specify type For product information and customer service, tali l-88&MUTUALO(688-8250). -MUTUAL J� sloped slab to provide complete surface - mortar bed bond coat: Portland cement ,Y' T U AL �wna<eee, "w .o V4 drainage slurry. Washin CR �` "� MATERIALS® Mea.re.d aa„a cam - gravel belowbed or other means ofdrainage Auburn Port Orchard Bend Hayden °^�s'•b below slab PreparatlonbyOtherTrades aY o ,,,, provide subsurface drainage Bellevue Spokane Clackamas 0 Trusted Since 1900 - expansion joints are mandatory - drainage complete slab for a com -cover completedtile/paver work and slope P 9 Bellingham Tacoma (Parkland) Durham www.mutualmaterials.com P - a slab to have steel trowel and fine broom a+ _� keep damp for 3-7 days Mukilteo Vancouver, WA Hillsboro Missoula finish with no curing compounds used ' a Materials Olympia (Tumwater) Salem - " (when used, mechanical scarifying is -portland cement: ASTM C-150TypeI necessary). J ----=Ir.aterialsusCLAY PAVERS 5no16www.mumalmateriais.com Recommended Uses sand: ASTM C-144 max. variation in the slab shall not exceed Exterior floors, decks or patios where - water: potable 1/<" in I V-0" from the required plane membrane is not used and where positive - mortar: 1 part portland cement, 4 to 5 Expansion Joint drainage below slab is provided. parts damp sand by volume Architect must specify expansion joints and Limitations - bond coat: portland cement paste on show location and details on drawings. Although this is the best known method of a mortar bed that is still workable, or Installation Specifications installation for a walkway, it is notreliablem dry -set mortar or latex-portlandcementpaver/tile: ANSI Al08.1A,.1Bor.1C areas where the mortar -bed will be subjected mortar on a cured bed rout: ANSI A708.10 to freeze -thaw cycles. 9 PLAZA PAVER DETAILS AND NOTES SCALE: N.T.S 1. SEE ELECTRICAL PLANS FOR PLAZA ILLUMINATION PLAN AND DETAILS. 2. SEE CIVIL SET FOR SPOT ELEVATIONS. 3. PLAZA PAVER SPECIFICATIONS: 3.1. PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE CUTSHEET THIS SHEET. 3.2. PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER MANUFACTURER'S RECOMMENDATIONS. 3.3. PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER COURSE EDGE. SEE DETAILS THIS SHEET. HERRINGBONE PAVER COLOR- MAUNA LOA SOLDIER COURSE (BORDER) PAVER COLOR- INCA 3.4. OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN THE COMPLETED WORK. 3.5. EFFLORESCENSE- PAVER SHALL BE RATED "NOT EFFLORESCED" WHEN TESTED ACCORDING TO ASTM C67. "' ""' ' r" - RESTRAINT IURSE HERRINGBONE PATTERN SOLDIER COURSE EDGE SCALE: N.T.S ®� gtrP\iaN N NDSCA? Ba rg ha usen SURVEYED: RLH SCALE: VERTICAL. NAVD 1988 Consulting Engineers, Inc. — REVISED PER COMMENTS JV 10.13.23 JV DESIGNE[ LP/JV N/A HORIZONTAL: NAD 1983/1991 CITY OF — REVISED PER COMMENTS JV 9.8.23 JV DRAWN: RENTON 18215 72nd Avenue South — PERMIT RESUBMITTAL JV 4.20.23 JV LP /JV SUBMITTAL JV/LP 1.12.23 LRP CHECKED: ONE INCH Kent, WA98032 - LP/Jv AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH , 425.251.6222 barghausen.com . REVISION )ATE A APPROVED: LRP SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING AVanGordonl2/05/2023 yqi 12/05/2023 `1/1 PLANT SCHEDULE 0 D FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 04.20.2023 F1 PAGE: L4 4 9 N T C) C) co N NL_J T N J co C) C) MI W cc ,a O LO N 0 LLI w J rC 12 Q ao N 0 N 0 J Q0 m 00 i 0 U z 0 z Q X w i �L Q) C Q) CD DO U) 0 0 0 00 i z MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH 1.. MULCH AT CURB DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN on AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE PREPAREI PLANTING BED'** 7 NOTE: d REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE 29 Know whafs b@Iow. Call before you dig. Dial 811 OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN. SOIL LINE: 3" IN MULCH, 1 IN LAWN LANDSCAPE AND PLANTING DETAILS FOR CHICK=PIL=A RENTON CV SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON SUBGRADE REMOVE EXCESS GRAVEL AND PAVING _ COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE GRADING a PARKING LOT PLANTERS DETAIL TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING MAXIMUM 12" MAX. LIP PAVING (SEE CIVIL PLANS) NOT TO SCALE DEDUCT ALT #1: IF LANDSCAPE CONTRACTOR CAN DEMONSTRATE THAT PLANTER ISLANDS ARE NOT FULL OF NON -SOIL MATERIALS (CONCRETE WASTE, LUMBER, ROAD BASE, GRAVEL), FULL EXCAVATION AND REPLACE WITH 18"-21 " OF TOPSOIL CAN BE ELIMINATED AND IN ITS PLACE, 6" OF COMPOST CAN BE PLACED ON SUB -GRADE AND CULTIVATED INTO TOP 12" OF EXISTING SOIL. TOP OF FINISH GRADE AND DEPTH OF MULCH STILL APPLIES III (2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER z MULCH LAYER �0 REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. 1� 13 4W -0k,rof\ .IVA, 0 0� NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE HOLD PLANTS Fn'-"' EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE Barghausen Consulting Engineers, Inc. - REVISED PER COMMENTS - REVISED PER COMMENTS 18215 72nd Avenue South- PERMIT RESUBMITTAL Kent, WA 98032 - SUBMITTAL 425.251.6222 barghausen.com N0. REVISION SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH LAYER. HOLD MULCH BACK FROM STEM 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTBALL DIAMETER NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. SPACING AS CALLED OUT ON PLAN/PLANT LIST CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. SURVEYED: RLH SCALE: VARIES JV 10.13.23 JV DESIGNED: LP/JV JV 9.8.23 JV JV 4.20.23 JV DRAWN. LP/JV ONE INCH JV/LP 1.12.23 LRP I CHECKED: LP/JV AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: LRP VERTICAL: AD 11981 CITY OF HORIZONTAL: NAD 983/1991 1;R RENTON VASIV Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Eyq:i MENT ENGINEERING �' AVanGordon12/05/2023:012/05/2023 LANDSCAPE DETAILS FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 04.20.2023 PAGE: L5 SHEET: 5 OF: N T O O co N W1 u H H T N Q J w I TY Q 66 to N O N 0 3 J I 00 r) U z O in z Q (z X LJ C C N CO Cn 00 O O O Do Lij 0 C SEE-=— p Know what's b@IOW. p Call before you dig. ® Dial 811 PROPOSED SI IRRIGATION PLAN FOR Hl K—FIL—A REND'' N C O SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON , , , o k =WALK. SEE CIVIL SET NO IRRIGATION F( WITHIN RIGHT OF \ NO IRRIGATION FOR LP WITHIN RIGHT OF WAY EXISTING IRRIGATION POINT OF CONNECTION UTILIZING `\ EXISTING 1" WATER METER \ \ LANDSCAPE CONTRACTOR TO COORDINATE WITH G.C. ANY IRRIGATION SLEEVES 'd •a \ ° 4. 2 `\ Y' \OV4 A .A Q d d ♦\ \ ° \ \ ♦� / •d e ' 1 4 e Q Y 1 \ \ 1 \ \ 1 \ \ 1 \ ' 1 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com — REVISED PER COMMENTS — REVISED PER COMMENTS — PERMIT RESUBMITTAL — SUBMITTAL REVISION W. 4 *. - - 0 NO IRRIGATION FOR LP WITHIN RIGHT OF WAY EXISTING IRRIGATION POINT OF CONNECTION UTILIZING `\ EXISTING 1" WATER METER \ \ LANDSCAPE CONTRACTOR TO COORDINATE WITH G.C. ANY IRRIGATION SLEEVES 'd •a \ ° 4. 2 `\ Y' \OV4 A .A Q d d ♦\ \ ° \ \ ♦� / •d e ' 1 4 e Q Y 1 \ \ 1 \ \ 1 \ \ 1 \ ' 1 Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com — REVISED PER COMMENTS — REVISED PER COMMENTS — PERMIT RESUBMITTAL — SUBMITTAL REVISION W. 4 *. - - 0 \ , , , , , , , / 1� _ —• PROPOSED SIDEWALK. SEE CIVIL SET \ `, 720p1g0 LUC.— --• , COMMERCIAL COR � —=�: Mp,1C IRRIGATION SCHEDULE DESCRIPTION DRIP IRRIGATION: _= PROPOSED NEW HUNTER LANDSCAPE DRIPLINE COMPONENTS HDL-06-12-250—CV SUB —SURFACE DRIPLINE TUBING 0.6 GPH PRESSURE COMPENSATING EMITTERS WITH CHECK VALVE AT 12" ON —CENTER SPACING — ALL TUBING SHALL BE INSTALLED ON GRADE W/ 9" WIRE STAKES FOUR (4) FEET ON -CENTER; VERIFY THE LAYOUT AND 18" ON -CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL ALL COMPONENTS PER MANUF. SPECIFICATIONS. USE HUNTER PLD-LOC FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND INLINE DRIP TUBING DRIPLINE TUBING TO BE INSTALLED PER DETAILS THIS SET. DRIPLINE TUBING TO BE INSTALLED 4"-6" BELOW FINISHED GRADE. EXISTING HUNTER LANDSCAPE DRIPLINE COMPONENTS HDL-06-12-250-CV SUB -SURFACE DRIPLINE TUBING 0.6 GPH PRESSURE COMPENSATING EMITTERS WITH CHECK VALVE n n AT 12 ON -CENTER SPACING - ALL TUBING SHALL BE INSTALLED ON GRADE W 9 WIRE STAKES FOUR 4 FEET / () ON -CENTER; VERIFY THE LAYOUT AND 18" ON -CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL ALL COMPONENTS PER MANUF. SPECIFICATIONS. ® DRIP IRRIGATION: ICZ-101/151-XL REMOTE CONTROL DRIP ZONE KIT WITH FILTER AND PRESSURE REGULATOR MAXIMUM 2 VALVES PER BOX EXISTING RAIN SENSOR O EXISTING CONTROLLER P.O.C. ® EXISTING POINT OF CONNECTION. LANDSCAPE CONTRACTOR TO VERIFY CONDITION AND ABILITY FOR EXISTING EQUIPMENT SIZES TO ADEQUATELY BE EXPANDED TO PROVIDE IRRIGATION TO ADDITIONAL LANDSCAPING H PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX HUNTER HQ-33DLRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE TWO KEYS AND SWIVELS MAINLINE - SCH 40 PVC (18" COVER); SIZE PER PLAN, 1-1/2" SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - SCH 40 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 6" SIZE WHERE IRRIGATION MAINLINE TRAVELS THROUGH PIPE. 4" SIZE WHERE ONLY LATERALS TRAVEL THROUGH PIPE IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. SCH 40 PIPE SIZING CHART SURVEYED: RLH JV 10.13.23 JV -- - LP/JV JV 9.8.23 JV JV 4.20.23 JV DRAWN' LP/JV JV/LP 1.12.23 LRP I CHECKED: LP/JV )ATE A APPROVE[ LRP I PIPE SIZE 3/4" 1" 4" 1 1/4 " 1 1 2" 2" 2 1 2" FLOW GPM 1-8 18.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) SCALE: 1 " = 20'-0" ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. LANDSCAPE IRRIGATION NOTE CONNECT TO EXISTING IRRIGATION SYSTEM. CONTRACTOR TO CONFIRM POINT OF CONNECTION LOCATION, CONTROLLER LOCATION, RAIN SENSOR LOCATION AND CAPACITY OF EXISTING IRRIGATION SYSTEM AND ITS CONTROLLER TO PROVIDE FOR NEW VALVES IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING AVanGordonl2/05/2023 yqi 12/05/2023 IRRIGATION PLAN O D FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 04.20.2023 FIELDBOOK: PAGE: L6 6 9 T O O co W, u T N Q J co O 0 06 cc ,a w J n 0 LO I") N 0 N Do 7 J co m Go i 0 U z 0 z Q d- X w Q) r-> rn 00 W 0 0 (D Do Lij ^ I LANDSCAPE IRRIGATION NOTES CO N 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) CONNECTION TO EXISTING IRRIGATION SYSTEM. CONFIRM CAPACITY OF EXISTING SYSTEM i TO PROVIDE IRRIGATION TO ADDITIONAL AREAS SHOWN ON PLAN. NOTIFY LANDSCAPE O ARCHITECT IN WRITING OF ANY DEFICIENCIES OR NON -WORKING EQUIPMENT. B) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, uJ INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. C) INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. 4. 5 6 7 r. 0 u 11 12 13 14 15 16 17 18 19 20 LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PROVIDE LANDSCAPE ARCHITECT WITH WRITTEN PSI RESULTS. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. SUBMITTALS: A) SUBMIT EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, SLEEVES 24 INCHES AND DRIPLINE TUBING 4-6 INCHES BELOW FINISHED GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. Know whafs b@IOW. Call before you dig. Dial 811 THREADED BALL VALVE SCH 80 PVC MALE ADAPTER FINISH GRADE SCH 40 PVC 45° ELBOW FOUR (4) 4"x8" BRICKS - IRRIGATION NOTES & DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON REGULAR VALVE BOX WITH LOCKING LID Lp PAVEMENT _ N NOTE: 1. LOCATE VALVE BOXES IN PLANTING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45° ELBOWS. BALL VALVE DETAIL NOT TO SCALE 6" ROUND VALVE BOX AIR/VACUUM RELIEF VALVE 1/2" PVC TEE COMPRESSION ADAPTER TYPICAL DRIPLINE - TYPICAL OR BLANK TUBING - TYPICAL 1 C.F. 7/8" WASHED GRAVEL SUMP BRICK SUPPORTS SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS MAINLINE THREE INCH (3") THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL 3/8" WELDED WIRE MESH NOTE: AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2" AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE 6ll1]11111111INVIIIMITI DRIP IRRIGATION VALVE NOT TO SCALE K O EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE 2O SUB —SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON —POTABLE: XFSP DRIPLINE O3 INLINE DRIP EMITTER O4 TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) O5 TURF/FINISH GRADE OR SHRUB BED WITH MULCH NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. DRIPLINE BURIAL NOT TO SCALE O1 FINISH GRADE O5 SUB —SURFACE DRIPLINE: 2O PVC DRIP MANIFOLD PIPE O6 12—INCH VALVE BOX WITH COVER: PVC 1" X 3/4" TRUE UNION O BALL VALVE O 3—INCH MINIMUM DEPTH OF 3/4" WASHED GRAVEL OEASY FIT MALE X BARB Og BRICK (1 OF 2) ADAPTER: FLUSH POINT WITH BALL VALVE NOT TO SCALE O1 FINISH GRADE 2 STANDARD VALVE BOX WITH COVER: RAIN BIRD VB-STD 3 WATERPROOF CONNECTION: RAIN BIRD DB SERIES O4 VALVE ID TAG O5 30-INCH LINEAR LENGTH OF WIRE, COILED O 1" X %y" REDUCING COUPLING (INCLUDED W XCZ-LF-100-PRF KIT) O7 PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-LF-100-PRF KIT) O8 LATERAL PIPE O9 PVC SCH 40 FEMALE ADAPTOR OR REDUCER 10 REMOTE CONTROL VALVE: RAIN BIRD LFV-100 (INCLUDED IN XCZ-LF-100-PRF KIT) 11 PVC SCH 40 TEE OR ELL TO MANIFOLD 12 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 13 MANIFOLD PIPE AND FITTINGS 14 MINIMUM FOUR (4) 4"x8" BRICKS Barghausen Consulting Engineers, Inc. - REVISED PER COMMENTS - REVISED PER COMMENTS 18215 72nd Avenue South- PERMIT RESUBMITTAL Kent, WA 98032 - SUBMITTAL 425.251.6222 barghausen.com NO. REVISION SURVEYED: RLH JV 10.13.23 JV DESIGNED: LP/JV JV 9.8.23 JV JV 4.20.23 JV DR4WN LP/JV JV/LP 1.12.23 LRP CHECKED: LP/JV BY DATE APPR APPROVED: LRP SCALE: Ito] mviIMITI N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CI IPPr1RT CTAIIFC FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL THREE (3) 4"x8" BRICKS I N MARLEX ELL - TYPICAL SCH 80 P.V.C. NIPPLE O SCH 40 PVC SXSXT TEE O QUICK COUPLING VALVE DETAIL NOT TO SCALE 1OPVC DRIP MANIFOLD PIPE O2 PVC SCH 40 TEE OR EL O3 BLANK TUBING O4 BARB CROSS INSERT FITTING O BARB TEE INSERT FITTING O PROJECTED CANOPY LINE OF TREE O7 SUB —SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE O8 PLACE AS SHOWN (LENGTH AS REQUIRED) ROOT BALL O9 TIE DOWN STAKE: QUANTITY AS REQUIRED, SEE NOTES 2-3 BELOW) NOTES: 1. DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, AND TREE CANOPY. SEE MANUFACTURER DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE —DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. DRIPLINE AROUND TREE NOT TO SCALE TRENCH CONDITION 0c o 0o T0D� 30 lu oo 0 N 000o Oct DC Q c� a r 0O 'C�0 6" OFFSET r Q Uj CC m Q O FINISH GRADE PAVING SECTION PER CIVIL PLANS COMPACT BACKFI AT 90% DENSITY (TOPSOIL BACKFII AT 95% DENSITY — (STRUCTURAL) PVC LATERAL SLEEVING ALT. WIRE SLEEVE - PVC MAINLINE VALVE WIRING----, PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" SLEEVE CONDITION NOTE: DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL 0 z Q NOT TO SCALE ®j: WASH® IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Eyq:i MENT ENGINEERING Ar % �'IL AVanGordonl2/05/2023:0] 12/05/2023 h' /Vo JVD A? VEff'CA` NAVD 1988 CITY OF HORIZONTAL: NAD 1983/1991 PRI RENTON Nkff Planning/Building/Public Works Dept. DATE: O4.20.2023 IRRIGATION NOTES &DETAILS FIELDBOOK: FOR PAGE: CHICK-FIL-A RENTON DRAWING N0: 375 RAINIER AVE S RENTON, WA 98055 L7 STORE NO.: 04249 SHEET: 7 OF: N U H H T N Q J O L0 N O It I LU I — LJJ J ry n CD Lri I") CV 0 CV rn Is J I Q0 M 00 i cn 0 U z 0 z Q X w �L Q) C rn Do 0 O 0 00 z (DFINISH GRADE/TURF O OPERATION INDICATOR O SUB —SURFACE DRIPLINE: SEE IRRIGATION SCHEDULE NOTE: 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO )/4 PATTERN. THE FLOW FROM THE NOZZLE, 0.3 GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN. DRIP IRRIGATION DRIPLINE INDICATOR NOT TO SCALE E DRIPLINE CENTER FEED LAYOUT NOT TO SCALE INSET A r---11 DRIPLINE ODD CURVES LAYOUT NOT TO SCALE 0 Know whafs b@Iow. p Call before you dig. 1 Dial 811 O1 PVC EXHAUST HEADER 02 PVC SCH 40 TEE OR EL (TYPICAL) O BARB X MALE FITTING O FLUSH POINT (TYPICAL) SEE DETAIL O PERIMETER OF AREA ( PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA O7 PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) ( PVC SUPPLY MANIFOLD ( CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)— SEE INSET A IRRIGATION DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 10 SUB —SURFACE DRIPLINE 11 BLANK TUBING 12 BARB X BARB INSERT TEE OR CROSS: 13 Y2" AIR RELIEF VALVE 14 BARB X FEMALE FITTING: 15 %4" PVC NIPPLE, LENGTH AS NECESSARY ISDRIPLINE INDICATOR. SEE DETAIL FOR ADDITIONAL INFORMATION Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 1 460 1 290 1 596 1 455 1 780 1 514 NOTES: INSET A 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE IRRIGATION SCHEDULE FOR SPACING. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS FOR SPACING 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL. 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 0 PVC SUPPLY PIPE FROM RAIN BIRD ® ARB X BARB INSERT TEE CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 09 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE 0 PERIMETER OF AREA 14 13 10 PVC FLUSH HEADER 0 PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 11 FLUSH POINT: SEE DETAIL ® PVC SUPPLY MANIFOLD 4-6" 12 PVC RISER PIPE MANIFOLD O PVC SCH 40 TEE OR EL (TYPICAL) 13 TURF OR MULCH IAL DEPTH O6 BARB X MALE FITTING 14 FINISH GRADE 1 5 4 O SURFACE SEE IIRRIGATION I SLCHEDULE O 15 1/2" AIR RELIEF VALVE: SEE DETAIL INSET A 12 16 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com — REVISED PER COMMENTS JV 110.13.23 JV — REVISED PER COMMENTS JV 9.8.23 JV — PERMIT RESUBMITTAL JV 4.20.23 JV — SUBMITTAL JV/LP 1.12.23 LRP BIG] REVISION Iff:_ _--; 2"- DRIPLINE END FEED LAYOUT NOT TO SCALE DRIPLINE IRREGULAR SHAPED LAYOUT NOT TO SCALE SURVEYED: RLH I SCALE: DESIGNED: LP/JV DRAWN: LP/JV CHECKED: LP/JV APPROVED: LRP N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. INSET A O1 PVC EXHAUST HEADER 02 PVC SCH 40 TEE OR EL (TYPICAL) 3O BARB X MALE FITTING: O FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL 'FLUSH POINT WITH BALL VALVE' O PERIMETER OF AREA O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA O SUB —SURFACE DRIPLINE O BLANK TUBING 09 BARB X BARB INSERT TEE OR CROSS: 10 Y" AIR RELIEF VALVE 11 PVC SUPPLY HEADER 12 PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 PVC SCH 40 RISER PIPE 14 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO O1 PVC EXHAUST HEADER (2)PVC SCH 40 TEE OR EL (TYPICAL) ( FLUSH POINT (TYPICAL) SEE DETAIL Dripline Maximum Lateral Lengths (Feet) Inlet Pressure ps 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph Nominal Flow (gph Nominal Flow (gph 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 1 586 414 40 395 1 255 465 1 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 514 04 BARB X MALE FITTING ( PERIMETER OF AREA 06 BARB X BARB INSERT TEE OR CROSS O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 88 SUB —SURFACE DRIPLINE: F SEE IRRIGATION SCHEDULE O BLANK TUBING 10 Y2" AIR RELIEF VALVE: SEE DETAIL (3PVC SUPPLY MANIFOLD 12 PVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH SHOWN IN TABLE 14 PVC SCH 40 RISER PIPE 15 DRIPLINE INDICATOR. SEE DETAIL FOR ADDT'L INFO VERTICAL: CITY 0 F HORIZONTAL: NAD AD 1983/183/1991 RENTON 1;R VASIV Planning/Building/Public Works Dept. NOTES: • DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE MANUFACTURER DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. • LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. • AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. • WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. DRIP MANIFOLD BURIAL DEPTH INSET A IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING AVanGordonl2/05/2023 yq i 12/05/2023W1 :011 IRRIGATION DETAILS FOR CHICK—FIL—A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 04.20.2023 PAGE: L8 SHEET: 8 OF: 9 T O O O co N 1 u H H T N Q J Ln 1 Nt I LI J w J Q nI 0 to N 0 N 00 co M Co i 0 U z 0 co z Q X w c Q) C Q) CO rn 00 0 0 C) 00 i n M Clay, pavers add warmth and hospitality to any indoor or outdoor space, The classic clay paver can be elegant, rustic or traditl ona I. A va riety of colors, textures and installation patterns make them a highly creative and adaptable paving surface. Mica -Tile is designed for interior and exterior use on horizontal surfaces. Mica -Tile should be laid according to specific application (see details) and are intended for non - vehicle applications. Clay Pavers are designed for setting dry on a sand bed where thickness is desired for traffic and physical locking of units. They may be used with either the smooth or wire -cut side as the wearing surface. The net dimensions of 4 x 8 inches permit patterns bonds where mortar joints are not used. The various sixes allow for use in both Pedestrian and light vehicle applications. Coverage Units Coverage Weight Weight Use per Pallet Per Pallet per Piece per Pallet r 1' Mica -Tile 4.51 ft2 3,296 288 ft2 2 !b 2,642lb ' 148.44/m2) {26.86 m2) (0.9 kg) 11,198.39 kg) 1 V�" Paver 4.51 ft2 750 166.7 ft2 3A lb 2,750lb •• (48.44/m2) {15.48 m2) {1.63 kg) {1,24738 kg) 2 V." Paver 4.51 ft2 575 128 ft2 5.5 ib 3.218lb "•• 148.44 / m2J In A9 m2) 12.49 kg) ❑,459.66 kg} 2 W Paver 4.5 / ft2 576 128 ft2. 61b 3,5D61h "'• 148.44 J m2J (I1 J19 m2) (2.72 kg) (1,590.29 kg) All Weight perPallet noted above include a 5016 palletweight. * Designed tormortar-set pedestrian applications onty. ** Designed formortar-set orsand-set pedestrian applications Doty. *** Designed to be sandset. Maybe usedforpedesMan andfight vehicularapplica[ions Mica -Tile is manufactured to industry standard specifications ASTM: C 902-04, Class MX,Type II 1 1/2" PaverT(le is manufactured to industry standard specifications ASTM: C 902-04, Class SX, Type I Roman Clay Pavers are manufactured to industry standard specifications ASTM: C 902-04, Class SX, Type 11 Clry e*wnlT,N Mortar aed: Iw I 'l.• o damd� 41 M c sGo GaNae6 Recommended Uses Exterior floors, decks or patios where membrane is not used and where positive drainage below slab is provided. Limitations Although this is the best known method of installation for a walkway, it is not reliable in areas where the mortar -bed will be subjected to freeze -thaw cycles. Requirements -sloped slab to provide complete surface drainage gravel bed or other means crfdrainage below slab - expansion joints are mandatory cover completed tile/P aver work and keep damp for 3-7 days Materials - portland cement: ASTM C-150 Type 1 - sand: ASTM C-144 water: potable - mortar:1 part portland cement, 4 to 5 parts damp sand by volume bond coat: portland cement paste on a mortar bed that is still workable, or dry -set mortar or latex-portland cement mortar on a cured bed - grout: ANSI At 18.6, specify type - mortar bed bond coat Portland cement slurry. Preparation by Other Trades rovidesubsurfacedraina e P 9 slope slab for complete drainage - slab to have steel trowel and fine broom finish with no curing compounds used P (when used, mechanical scarifying is necessary). max. variation in the slab shall not exceed '/a" in 10'-0" from the required plane Expansion Joint Architect must specify expansion joints and show location and details on drawings. Installation Specifications paver/tile: ANSI A108.1 A, .1 B or.1 C - grout: ANSI Al 08.10 RESTRAINT IURSE -IERRINGBONE PATTERN SOLDIER COURSE EDGE SCALE: N.T.S Know what's b@IOW. Call before you dig. Dial 811 For more information about available colors, please contact a sales representative or visit www.mutualmaterials.com. Custom colors may be restricted by the size of the order or project. Photographs show the general appearance of color and textures. Due to the limitations of photography, the actual product shipped is not guaranteed to exactly duplicate each shade and texture shown here. Final color and product selection should be made from actual samples. Product is made with natural materials, so colors may vary. During installation, if random color patterns are desired, we recommend blending products from multiple pallets or pallet layers to achieve desired results. Product colors and availability subject to change without notice. 1" H 2rr"L (25Amm) t (190 cam) 3 K" (89 cam) T 11h" H 1 (38 It (204 cam) 4"W (102 mm) I2% H (57 cam) (102 min) 2WH (60 min) (204 mil) (102mm) For product information and cu stomer sery i ce, call 1-889-MUTUALO (689-8250). MUTUAL Washington Oregon Idaho Auburn Port Orchard Bend Hayden M AT E R I A L SO Bellevue Spokane Clackamas Trusted Since 1900 Bellingham Tacoma (Parkland) Durham Montana www.mutuaImaterials.com Mukilteo Vancouver WA Hillsboro Missoula Olympia (Tumwater) Salem ra Mutual Materials US CLAY PAVERS 5/2016 v—mutualmaterlals.com PATIO PLAN FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON PLAZA PLANT SCHEDULE SYMBOL BOTANICAL NAME/COMMON NAME ORNAMENTAL GRASS OF FESTUCA IDAHOENSIS / IDAHO FESCUE FERN Sf POLYSTICHUM MUNITUM / SWORD FERN SHRUB O MAHONIA NERVOSA / LOW OREGON GRAPE NOTE: ALL PROPOSED PLANT MATERIAL, EXCEPT STREET TREES, IS NATIVE TO THE PUGET SOUND REGION SEE SHEET L-4 FOR FULL PLANT SCHEDULE Barghausen Consulting Engineers, Inc. - REVISED PER COMMENTS - REVISED PER COMMENTS 18215 72nd Avenue South - PERMIT RESUBMITTAL Kent, WA 98032 - SUBMITTAL 425.251.6222 barghausen.com REVISION -0-0-0- ","M I ♦ r ,♦' r �\ ��\ \•�1>,-��♦ley nusm �- � e•\ •\ ,,,,,,,t,,,,;,,��. � �%i pro AT AX SEW WS NA outoaso "' � • � � ,� ��� t1P �' SEE I Ir HEX TABLE WITH UMBRELLA. SEE ARCHITECTURAL PLANS FOR DETAILS. PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER COURSE BORDER, TYP. SEE NOTES THIS SHEET. PEDESTRIAN PLAZA WALKING SURFACE PAVERS SOLDIER COURSE BORDER TO MATCH GRADES OF PROPOSED WALKING SURFACE AND EXITING PLANTER BOX. SEE NOTES THIS SHEET. SEE CIVIL PLANS FOR GRADING INFO. I� i 0 c � I v 2 2 , ® PLAZA KEY NOTES: 1. APPROXIMATE LOCATION FOR EXISTING RECESSED WALL .. � MOUNTED LIGHTS IN RAISED PLANTERS/RAISED TAPERED 11 PLANTER WALLS. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL PLANS FOR LOCATIONS AND CONDUIT n.. , ..iG... REQUIREMENTS. SEE SPECIFICATIONS THIS SHEET. G.. .. :.:�.:. 2. EXISTING BENCH BY BENCHMARK DESIGN GROUP .'.'.'G.......:.' ; WENDOVER BENCH - 4131 G" 80" W X 22" D X 36" H G 1 FINISH #34 FINE TEXTURED BRONZE 449/96511 `� EXISTING LANDSCAPING TO NOTES BE RETAINED, TYP. SURVEYED: RLH JV 10.13.23 JV DESIGNED: LP/JV JV 9.8.23 JV JV 4.20.23 JV DRAWN:LP/JV JV/LP 1.12.23 LRP CHECKED: LP/JV )ATE A APPROVE[ LRP SCALE: 1. SEE CIVIL PLAZA GRADING SHEET C4.1, FOR SPOT ELEVATIONS, AND WALL HEIGHTS. 2. PLAZA PAVER SPECIFICATIONS: 2.1. PAVERS SHALL BE MUTUAL MATERIALS ROMAN CLAY PAVERS. SEE CUTSHEET THIS SHEET. 2.2. PAVERS SHALL BE SET IN MORTAR SETTING BEDS PER MANUFACTURER'S RECOMMENDATIONS. 2.3. PAVERS SHALL BE SET IN HERRINGBONE PATTERN WITH SOLDIER COURSE EDGE. SEE DETAILS THIS SHEET. HERRINGBONE PAVER COLOR: MAUNA LOA SOLDIER COURSE (BORDER) PAVER COLOR- INCA 2.4. OBTAIN EACH TYPE OF UNIT PAVER, JOINT MATERIAL, AND SETTING MATERIAL FROM SINGLE SOURCE WITH RESOURCES TO PROVIDE MATERIALS AND PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES. PROVIDE PAVERS WITHOUT FROGS OR CORE IN SURFACES EXPOSED TO VIEW IN THE COMPLETED WORK. 2.5. EFFLORESCENSE: PAVER SHALL BE RATED "NOT EFFLORESCED" WHEN TESTED ACCORDING TO ASTM C67. N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �F \I�IASh' l 1 NUSCi►,C'�� VERTICAL: AD 1981 CITY OF HORIZONTAL: NAD 1983/1991 I.5R RENTON Nwor Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING F EVELOPMENT ENGINEERING AVanGordonl2/05/2023 yqi 12/05/2023 '- `� PATIO PLAN O D FOR CHICK—FIL—A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 I...._s STORE NO.:04249 PAGE: L9 9 9 T O O co INK T N J r.�