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Home My WebLink AboutzR-4063SetrAl.IMINI! .Vr __J J w m a Q N 0 N �-1 a O 1 rn 00 i U) 0 Q0 rn CD CD 0 00 i EL 6i a w M O GENERAL SITE NOTES: I 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY w STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION 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. RECORD COVER SHEET FOR GEOTECHNICAL REPORT NOTES: CHICK=FIL=A RENTON 1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON POWER EASEMENT ASBUILT LOCATION SOILS REPORTS' GEOTECHNICAL ENGINEERING REPORT KC REC NO. 9410201209 42 JOB NUMBER: 81185084 DATE: 06/21 /2018 ADDENDUMS: 1. STORMWATER INFILTRATION (8/24/2018) 2. LETTER OF ADDENDUM TO GEOTECHNICAL REPORT (7/22/2019) PREPARED BY: TERRACON CONSULTANTS, INC. / 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING 10' AS -BUILT GAS ESMT. CONSTRUCTION. KC REC. NO. 20130411001089 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE SEWER EASEMENT - FURTHER CLARIFICATION, SHALL BE BROUGHT TO REC. NO. 5253595 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 15' X 100' ACCORDANCE WITH THE RECOMMENDATIONS OF SEWER ESMT \ REC. N0. / J� THE SOILS INVESTIGATION AND THAT THE WORK 9708110700 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. b• / SITE INFORMATION EXISTING SURFACE AREAS TOTAL LOT AREA: TOTAL SITE AREA: TOTAL ONSITE IMPERVIOUS AREA: TOTAL OFF -SITE IMPERVIOUS AREA: PERVIOUS/LANDSCAPE AREA: PROPOSED SURFACE AREAS TOTAL LOT AREA: TOTAL SITE AREA: TOTAL ONSITE IMPERVIOUS AREA: TOTAL OFF -SITE IMPERVIOUS AREA: TOTAL PERVIOUS/LANDSCAPE AREA: 40,398 SF (0.93 AC) 41,450 SF (0.95 AC) 28,181 SF (0.65 AC) 2,694 SF (0.06 AC) 10,575 SF (0.24 AC) 40,398 SF (0.93 AC) 41,450 SF (0.95 AC) 28,594 SF (0.66 AC) 2,674 SF (0.06 AC) 10,179 SF (0.23 AC) PROJECT INFORMATION /p I ZANITARY SEWER ESMT. , KC REC NO. 97081 10701 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. LEGEND 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. PROPOSED EXISTING (NAVD88). CURB AND GUTTER PROPERTY ADDRESS CURB LUMINAIRE (LUM.) 375 RAINIER AVE S RENTON, WA 98055 BARRIER CURB PAINT STRIPE YARD LIGHT CSC FLOOD ZONE INFORMATION CONCRETE POWER METER DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C0977F, CONCRETE ° EFFECTIVE MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE POWER POLE -0- (http://msc.femo.gov) ON JANUARY 14, 2019: ASPHALT CONTOUR 432-- JUNCTION BOX (AS NOTED) ® ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAN. SAWCUT WATER _ _ _ _ _ W_ CATCH BASIN (CB) ❑ PARCEL NUMBERS: STORM MANHOLE (SDMH) 000720-0149 CONTOUR - - - -432- - - - - 000720-0215 STORM - - - SD- SANITARY SEWER MANHOLE (SSMH) 0 WATER W LEGAL DESCRIPTION & BENCHMARK SEE SHEET C2.0 TYPE 1 CATCH BASIN ❑ CLEANOUT (AS NOTED) 0 WATER METER � GAS METER 0 STORM ESTIMATED EARTHWORK QUANTITIES: SANITARY - - SS- - GAS VALVE SANITARY WATER VALVE (WV) yu� CUT: 3,070 CY SS MANHOLE O W GAS G FILL 3,046 CY FIRE HYDRANT(FH) � POWER P GAS G NET: 34 CY (CUT) PAINT STRIPE POWER OVERHEAD -P (OHS CONNECTION (FDC) AREA TO BE DISTURBED = 0.95 AC WATER METER EE EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL TYPE 1 CATCH BASIN POWER UNDERGROUND -P (UG)- SIGN CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. TYPE 2 CATCH BASIN O GRAVEL/SAND (AS NOTED) DIRECTIONAL ARROW �j� SURVEYED: RLH SANITARY SEWER CLEANOUT • ASPHALT BOLLARD ® DESIGNED: JC BUILDING LINE CONIFEROUS TREE DRAWN: C M S WATER LINE W {/�1 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM OH/UG TEL. LINE -T(xx)- DECIDUOUS TREE 0 N0. REVISION BY DATE APPR APPROVED: CRJ 5200 BRUFFINGTON ROAD ATLANTA, GEORGIA 30349 TEL: (404) 305-4407 CONTACT: DON IKELER EMAIL: DON.IKELER@CHICK-FIL-A.COM ARCHITECT WARE MALCOMB 3015 112TH AVE NE #205 BELLEVUE, WA 98004 TEL: (310) 903-4011 CONTACT: WAYNE LIN EMAIL: WLINQWAREMALCOMB.COM 10' AS -BUILT GAS ESMT. KC REC. NO. 20130411001089 (TO BE RELINQUISHED) IS ENGINEER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251 -8782 CONTACT: JASON CAREY OWEN B. HILLE, P.L.S. LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251-8782 CONTACT: JEFF VARLEY, R.L.A. GEOTECHNICAL TERRACON CONSULTANTS, INC. 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 (425) 771 -3304 CONTACT: DAVID A. BASKA, PHD, P.E. S 10'53' 15"W 42.03' s 1 04 . E ;S19'57 4.48' INDEX OF SHEETS: C1.0 - RECORD COVER SHEET C2.0 - RECORD EXISTING CONDITIONS MAP C3.0 - RECORD TESC AND DEMOLITION PLAN C3.1 - RECORD TESC NOTES C4.0 - RECORD GRADING PLAN - NORTH C4.1 - RECORD GRADING PLAN - SOUTH C5.0 - AS -BUILT DRAINAGE PLAN C5.1 - RECORD DRAINAGE DETAILS C5.2 - AS -BUILT DRAINAGE DETAILS C5.3 - RECORD DRAINAGE DETAILS C6.0 - RECORD HORIZONTAL CONTROL PLAN C7.0 - RECORD SITE PLAN C8.0 - AS -BUILT SANITARY SEWER PLAN C8.1 - RECORD SANITARY SEWER DETAILS C9.0 - RECORD WATER PLAN C9.1 - RECORD WATER UTILITY DETAILS C9.2 - RECORD WATER UTILITY DETAILS C10.0 - RECORD COMPOSITE UTILITY PLAN C11.0 - RECORD CFA STANDARD DETAILS C11.1 - RECORD CFA STANDARD DETAILS C11.2 - RECORD CFA STANDARD DETAILS C11.3 - RECORD CFA STANDARD DETAILS C11.4 - RECORD CONSTRUCTION DETAILS C12.0 - RECORD CONDITIONS OF APPROVAL UTILITY CONTACT INFORMATION STORM DRAINAGE WATER SANITARY SEWER WATER NATURAL GAS ELECTRIC TELEPHONE SERVICES (OTHERS AVAILABLE) SCALE: 1W=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7299 CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7299 PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98009 (888) 225-5773 COMCAST ONE COMCAST CENTER PHILADELPHIA, PA 19103 (800) 934-6489 Sw SNHS�"j g�Vo SITE z a Z S 3RD STREET S RTN PV0 RENTON, WASHINGTON VICINITY MAF' N.T.S. ® Know what's below. p Call before you dig. 1 Dial 811 NOTIFICATION REQUIREMENT NOTE: PROPOSED DEVELOPMENT INCLUDES WORK THAT MAY DISTURB ADJACENT PARCELS AND WITHIN A JOINT 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 FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT. SITE PLAN NOTE: SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. MONUMENT PROTECTION NOTE: CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040) AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE, DESTRUCTION, OR RELOCATION (WAC 332-120). APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 (206) 902-1 190 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 REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE cp 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. �R�S JE�SF Barghausen Consulting Engineers, Inc. �z 18215 72nd Avenue South o 47671 0 �� Kent, WA 98032 mess 0L 1 T E E�G\�� 425.251.6222 barghausen.com '51\ VERTICAL: NAVD _ • C I T Y O F HORIZONTAL: NAD 1983/183/1991 RENTON Planning/Building/Public Works Dept. R - 406301. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD COVER SHEET 0 � FOR CHICK-FIL-A RENTON A® 375 RAINIER AVE S RENTON, WA 98055 6.mw-*_ STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: DRAWING N0: C1.0 SHEET: 1 OF: 24 J _J L'i m Q a N 0 CV 3 I Q0 0) 00 U) 0 / 00 U0 0 0 O 00 i a- w LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT (� FILE NO. NCS-880012-SD DATED NOVEMBER 22, 2017 AT 7:30 A.M.) PARCEL I: A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF C) 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 STATE HIGHWAY NO. 5 AND THIRD AVENUE IN THE CITY OF LIJ 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 II: 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 II) (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 II) (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 II) (SHOWN 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 II) (SHOWN HEREON) 9. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: APRIL 6, 1999 RECORDING NO.: 9904062560 (NOT PLOTTABLE) BLANKET IN NATURE DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED NOVEMBER 27, 2002, JULY 30, 2014, SEPTEMBER 19, 2014 AND DECEMBER 27, 2016 AS RECORDING NOS. 20021127003834, 20140730001283, 20140919000586 AND 20161227001162 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (20161227001162 RELEASES EASEMENT AND RESTRICTIONS ON TITLE PARCEL II ONLY) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JUNE 20, 2011 AS RECORDING NO. 20110620001119 IN FAVOR OF: THE CITY OF RENTON FOR: SLOPES AND UTILITIES AFFECTS: (PARCEL III) AS DESCRIBED THEREIN (SHOWN HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: AUGUST 11, 2011 UNDER RECORDING NO. 20110811001003 IN FAVOR OF: CITY OF RENTON, PUGET SOUND ENERGY, INC., QWEST COMMUNICATIONS CORPORATION AND COMCAST OF WASHINGTON, INC. FOR: UTILITIES AFFECTS: (PARCEL II) AS DESCRIBED THEREIN (SHOWN HEREON) 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 11, 2013 UNDER RECORDING NO. 20130411001089 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AFFECTS: (PARCEL II) AS DESCRIBED THEREIN (SHOWN HEREON) 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES" RECORDED OCTOBER 22, 2014 AS RECORDING NO. 20141022000930 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (NOT PLOTTABLE) BLANKET IN NATURE 14. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "FIRE LANE AND OPEN SPACE EASEMENT" RECORDED OCTOBER 14, 1992 AS RECORDING NO. 9210140321 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (EASEMENT NOT ON PROPERTY) 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: AUGUST 11, 1997 RECORDING INFORMATION: 9708110701 IN FAVOR OF: CITY OF RENTON FOR: SANITARY SEWER AFFECTS: (PARCEL II) AS DESCRIBED THEREIN. (SHOWN HEREON) 16. THE EFFECT OF A DEED EXECUTED BY ALVIN R. GOULD AND RUTH N. GOULD, HUSBAND AND WIFE AND WALLACE NELSON, A SINGLE PERSON TO NELSON GOULD LLC, A WASHINGTON LIMITED LIABILITY COMPANY, RECORDED APRIL 23, 2013 AS RECORDING NO. 20130423000970 OF OFFICIAL RECORDS. THE COMPANY WILL REQUIRE SATISFACTORY EVIDENCE THAT THE DEED WAS AN ABSOLUTE CONVEYANCE FOR VALUE AND THAT THERE ARE NO OTHER AGREEMENTS, ORAL OR WRITTEN, REGARDING THE OWNERSHIP OR OCCUPANCY OF THE LAND DESCRIBED IN THE DEED. (AFFECTS PARCELS I AND III) (SHOWN HEREON) ITEMS 17 THROUGH 18 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR THE DETAILS ON THESE ITEMS. 19. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CITY OF RENTON SHORT PLAT SHPL FILE NO. LUA16000254RECORDED NOVEMBER 08, 2016 AS RECORDING NO. 20161108900006, IN KING COUNTY, WASHINGTON. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED DECEMBER 12, 2016 AS RECORDING NO. 20161212900010 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (SHOWN HEREON) 20. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: DECEMBER 27, 2016 RECORDING NO.: 20161227001163 (AFFECTS PARCEL II) (SHOWN HEREON) ITEMS 21 THROUGH 27 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR THE DETAILS ON THESE ITEMS. LEGEND ABBREVIATIONS (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) (R#) REFERENCE SURVEYS & SURVEY MONUMENT (AS NOTED) (OH) OVERHEAD + ¢ SECTION CORNER (AS NOTED) (UG) UNDERGROUND 0 SET REBAR/CAP (LS#45789) (TYP) TYPICAL O FOUND REBAR/CAP (AS NOTED) CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON (c) CALCULATED El SET 2"X2" HUB/TACK LINE STAKE CB STD GRATE TYPE 4 48" MAG/WASHER OR LEAD/TACK (AS NOTED) �{ + RIM=30.19 (M) MEASURED V 12" ADS I.E. N=24.19' BENCHMARK FIND LEAD/TACK - \ �Q 12" ADS I.E. W=24.19' LUMINAIRE (LUM.) \ YARD DRAIN ALLIED LS 40524 � ` � TREE LEGEND ® \ 12" ADS I.E. S=24.19' Cam❑ YARD LIGHT RIM=30.04 POWER DROP (JANUARY 2018) °\ °\� Cg \ 6" DI I.E. W=29.29' (ABANDONED) C�, X"M X" MAPLE �� ORNAMENTAL LIGHT \ GAS METER (TYP.) g o \ V X"P X" PINE ° TRAFFIC SIGNAL LIGHTS p \ 10' AS -BUILT GAS ESMT. `� � � � X"POWER METERD X" DECIDUOUS � OWNER: TOULA PROPERTIES LLC KC REC. NO. 20130411001089 POWER POLE G OFFSITE BLDG \ APN. 0007200126 f X"F X" FIR X"CED X" CEDAR 0.6' SE OF LINE ® JUNCTION BOX (AS NOTED) \ POWER EASEMENT ROOF DRAIN �: s w�� ASBUILT LOCATION 6 4Z~E � 42 � \ �, \ p,R�E.S � � X"COT X" COTTONWOOD ® TELEPHONE MANHOLE CHAINLINK FENCE \ KC REC NO. 9410201209 GAS STUB 16 N ❑ CATCH BASIN ( E \ NET Z 79.3 \ 9 J STORM MANHOLE (SDMH) FND 1" REBAR/CAP \ BLDG HT PARAPET HT=12.2' v: tf \ \ ALLIED 40524 =17.9 \Qr9 %�\ \ SANITARY SEWER MANHOLE (SSMH) POWER CAB%612Q�� BLDG HT=10.6' N � / \ °\ �� R/W DEDICATION \ o CLEANOUT (AS NOTED) (JANUARY 2018) � \ ` w \ ED \ YARD BIND v r ?,cr �\ \ w 20110620001118 ❑O GAS METER GV HEATPUMP \ o -1 s D4 GAS VALVE \ ° Z o \ 4 \ WATER VALVE (WV) q \ DECORATIVE PIED LIGHT p FAUCET / - - NO PWOW, qT c, BOLLARD (TYP.) Z I W/SIGN \ ° . (` a c ° 3 POWER o \ J \.SLOPES &UTILITIES EASEMENT \ �� FIRE HYDRANT(FH) / CONNECTION(FDC) CA \ PER 20110620001119 ® WATER MANHOLE N UTILITY AUL g CABINETS BLDG HT=18.5' A / \ CB iTD GRATE TYPE I ° �_ 2 \ ® WATER METER CHAINLINK FENCE SA BOX 8.0 J RIM=�9.79 $, \ BLOW -OFF / AIRVAC 12' ADS I.E. SE=26.69' MONITOR WELL rt " SSMH REASE TRAP / 6' BLDG FP \ \ CB STD GRATE TYPE I -1 SIGN RIM=29.86 RAMP 5,047t S.F FF=30.17' �%\ \ RIM=29.63 IRRIGATION SPRINKLER / \ 0 `. u` °\ 12" ADS I.E. N=24.86� DIRECTIONAL ARROW GAS METER � � �N• 6" PVC I. E=27.36 � BLDG HT=18.5' �- / ° CB i^�\ '° � � 0 \ TOP OF RISER I .=28.26' so . 12" ADS I.E. SW=2N.13' (�. HANDICAP SSMH GREASE TRAP ° SUMP I.E.=26.66' D LIGHT ON BLDG (TYP.) pa+, \ \ \ 12" ADS I.E. 5=24.86' nG.� / CHAIN LINK FENCE lIT �.. S e c+ m RIM=29.58 � � \� �. so �� plurl WOOD FENCE 6" PVC I.E. W=26.63' i9 [�\ 60� / ° NE f^.o"'\ o \ HOGWIRE FENCE TOP OF RISER I.E.=27.98' 0� o SI `\ / N / LOOP / p� \ �� ... SILT FENCE SUMP LE.-22.98' N ti SSMH GRE ,TRAP \ .. 9 i \ 1 �0 \ % PLANTER a c. \ p a O METAL/IRON FENCE 4 0 c °\°� ` ° ' \ 4 rl o GUARD RAIL/CABLE FENCE 10 9 J ��. CB STD GRATE TYPE C8 \ \ p0' \ o 0o µ, WATER LINE ON• G' SEWER EASEMENT 2 SS v RIM=29.87 s \ so ° G G o y s w GAS LINE 4 REC. NO. 5253595 NE 6" PVC I.E. W 26.72' 1pq \ e K.- INTERNAL 2 SSC LOT LINES 12" A S I.E. E 26.47' CB F \ \ u�� r -STEAM STEAM LINE ss TO BE REMOVED 12" A S I.E. N 26.49' c \/ rn O ( ) ( ) ( ) TEL. CABINET so s -r xx - TELEPHONE LINE OH OR UG WOOD RET. WALL \ \ i-o-'' _ m POWER*VAULT r -A- / c 9 50 pl Go r PER PROPOSED BLA P(xx) POWER LINE (OH) OR (UG) CB STD GRATE TYPE I ° r So /,,- ' 2 \ \ s� s O`L \ �� _SD STORM LINE L J, vZ SS SEWER LINE RIM=28.52 °� CB So ,,-- (ur) f o i - P(UG) 6" CNC I.E. E=27.39' �0� c+ 0 06 s ''-PNG) \ ` o C ROCKERY A GON. � cP � o P � POWER EASEMENT / o o ASBUILT LOCATION \ 2 0- a KEYSTONE WALL OWNER: FRED MEYER STORES INC 0 so _ sD _ 5oUi 50 -' w 12� 1 KC REC N0. 9410201209 ° .� ` G {� DECIDUOUS TREE APN.0007200209 ON•� .� Cg SD - SD I o o 'eo`Lo r \ z� CONIFEROUS TREE 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) Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com RECORD EXISTING CONDITIONS MAP FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. 4 G o ^SO SO _ o _� so Siki ESMT FOR SLOPES & UTILITIES .4 TREE DRIPLINE KC REC NO. 20110811001003 a �\ \ �\ \ V� �` 1_..t / ° EX 4" POWER, 3' DEPTH �� ° i w \ ��\ \`off LIGHT BASE °° a CONCRETE GON TO �\ o o aJ (POTHOLED) �+\ 5 ` GRAVEL/SAND (AS NOTED) n POWER VAULT CB STD GRATE TYPE I TEL. JBO s R/W DEDICATION 10' AS -BUILT GAS ESMT. N.�O� \ \ 7% RIM=28.84 TEL. V ULT C c\ 20110811001002 ASPHALT KC REC. N0. 20130411001089 Q c0 0� ° 0 2 4" CNC I.E. S=27.59' cP a . _ LL /� BUILDING LINE a �ON•1 LOT CB (IMPROVISED METAL LID INTERNAL LOT LINES �' W DRILLED HOLES i C, LIGHT / ) TO BE REMOVED s u: POWER METER TYP. i �p RIM=29.46 (TYP.) B . ss � �, PER PROPOSED BLA s i 6" CNC I.E. N=26.84' BLDG HT=16.2' ° �. \ ry � �` F,C• R��• \ °B Y� SS41H �� 6" CNC I.E. W=26.96' IRRIGATIO BOX (TYP.) FF=28.90 YARD DRAIN s " S O 6" CNC I.E. E=26.76' �\ \� `� B \ \ \ YARD DRAIN g. \ tS` � �` � \ L LO T LINES �5 r WOOD RET. WALL �^ TO BE REMOVED � s ao� \. CB SSMH TYPE II 48" \ PER PROPOSED BLA O�� pEO �, RAIN, RIM=29.27 CONTROL / sN p,QN �1 VISITEL T , 8" PVC I.E. E=23.67' BOX yam\ o \ \ CB STD GRATE TYPE 8" PVC I.E. SW=23.77' SEWER EASEMENT ��\ N \ � � -' `�; \ RIM=29.35 REC. NO. 5253595 GAS VALVE (TYP.) a . ; SSMH TYPE II 48" ° 12" ADS I.E. N=25.32' RIM=29.07 BOLLARDS \ o V so / sSOC 6" PVC I.E. W=26.15' 6" PVC I.E. N=22.49' \ o- CONCRETE PA \ 6" PVC I.E. S=25.95' 6" PVC I.E. E=22.72' a\ N W/ENGRAV IGN s 6.4 \ w i 8" PVC I.E. S=22.22' ® ` / GAS METER (TYP.) �\ " so ° CB STD GRATE TYPE I / 8" PVC I.E. W=22.42' \ \/ FF=29.02 T PV.31 / s\ \ � `/ / s° / a � � f 66" " PVCC I.E. N=27.27' w / \\ SEWER ESMT \ \ �2" ` ` CN ' RET. WA yo / S° / s / " S10'53'15"W AND LEAD/TACK / w / 42.03 /\ \ / REC. NO. \ /o s/ (JANUARY 2018)9708110700 / \ CB o FIND 5 8" RE R P ° 4.0' \ / / IED 40 \ a CHAINLINK FENCE a (JAN K 201 ss ON CNC RET. WALL S19'57'04"E ��C D GRATE TYPE I vo r r RIM=28.18 G / 0� 60 50� ' 4.48' w 4 CNC I.E. N=2,,6,�.9 ' ro r 2 g 9 ° \ �/ 1' 8" CNC I.E. E- 95' r/ 1ti 0 WOCOLRHANGUMNS \ .' T,Qq "� w �� \ 4„ DI 1 . S=2 r />�jEW Oo / \ \ a. ° OZ 56 yP �� FND 5/8° REBAR/ P f f B S / / r S r ALLIED 40524 r� s SSMH TYPE II 48" �p G x RIM=29.31 O (JANUARY 2018) �• 50 ° GPSE 8" PVC I.E. N=21.26, �QK�\N��v / CB 10' AS -BUILT GAS ESMT. • OE �'\ SMH i' !A/ G KC REC. NO. 20130411001089 \�---------- y� 8" PVC I.E. W=21.�6' RD r / � / (TO BE RELOCATED) �� 00 ► / SS tL c r / �`60� CB STD GRATE TYPE I , p �o �� SS / / 1a 000 RIM=28.32 w e ° . a 1 J ' 4" DI I.E. N=27.27' S / ' 'Sov/ Know what's below. Call before you dig. Dial 811 �1P��` 1� - G�� / B R - 4 0 6 3 0 2 0 ss LOT ti0 ,-''�0 SANITARY SEWER ESMT. 0LIGHT -' Gv KC REC 0. 9708110701 �,/ -'a �` IN COMPLIANCE WITH CITY OF RENTON STANDARDS S PCGFS �oR� e SIGN (TYP.) �'' �� ' w / w < ° . SID Q So SDMH 9 s 0� SURVEYED: RLH SCALE: �- 7 1 20 VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 • I Y O o RECORD EXISTING CONDITIONS MAP 1T2/19/2019 DESIGNED: JC FIELDBOOK: ' RENTON O p FOR PAGE: DRAWN: CMS ONE INCH • CHICK-FIL-A RENTON DRAWING NO: AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. I ® 375 RAINIER AVE S RENTON, WA 98055 C 2 IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: `.R J SCALE ACCORDINGLY STORE NO.. 04249 SHEET: 2 OF: 24 _J w m Q a N O N a z w i r7 rn DO i D 0 00 / O O CD 00 i In w CONSTRUCTION SEOUENCE: 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. F#-] 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 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 0.17(02)/0.00096 = 354 SQUARE FEET MINIMUM 6. APPROXIMATE LOCATION OF INTERCEPTOR SWALE PER 217.10. SEE DETAIL 5/C3.1. RECORD TESC AND DEMOLITION PLAN FOR CHICK=FIL=A RENTON \ 11 \I 1 1 POWER EASEMENT ASBUILT LOCATION 1 i \ 1 �O o *G \ 2 / 1 00 sa P\ \ 13 \TI E 5 LdP 21 p o �. ° m 4 4 1 m \ sD _ 'p ♦ S� o 02 1 1 4 00 rSD 5 00 14 �\ 00 4 ,___-- rn 10 b to L T'`2 0 CITY 0 REN 0F C F N \o ° 0 , 19 S AMENDED SHORT PLAT.-'' 12 a� \ 10 LU' 16-000254"- 2 G. ` 13 KC REC N0.2t, 161212900010 00�e TITLE PARCEL II SEWER EASEMENT , \ ��.•' ry \ ° REC. NO. 5253595 ♦ \ \ / o 01 \OF I\ TREE PROTECTION NOTE: \ 0"" '' 100, / / / / �� 8 CONTRACTOR TO REFER TO LANDSCAPING PLAN FOR NECESSARY TREE / 15' X 100' \`�� Ns \ +�'/�� S10°53'15"W PROTECTION MEASURES. 1SEWER SMRECE NOT 3 J 42.03 \ , 9708110700 �� 1 00 0 NOTIFICATION REQUIREMENT NOTE: 29 - 31 PROPOSED DEVELOPMENT INCLUDES WORK ON PROPERTY LINE WITH ADJACENT / 1 8 9 PARCELS. CONTRACTOR TO CONFIRM WITH WARE MALCOMB (425-670-6706) ° \ \ / �i, ` /� I 4 8'5T04"E AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR / ° 4 9 ` 1 2 AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASINGIj CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ..4 ` ® s �1 000 6 /' �+� lk ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT PRIOR TO ��L`'°j CONSTRUCTION. �\ sjJ ' -- O SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY!, STATE OF WASHINGTON V ° vQ s 2 32 11 KC REC NO. 9410201209 I 0 7 9 , , "• 1 - 5 � 6 3 \ i -1 Wo 17 3 / / �j OF 17 ;" \ 1 2 4 ' 413 13 11 . • �'\ '000 `o ' / j♦ \ \ 60. p OF I F- 10' AS -BUILT GAS ESMT. KC REC. NO. 20130411001089 \ ® DEMOLITION CALLOUTS: 1. DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF OFF -SITE. ASPHALT WORK FOR WATER CONNECTIONS IN FRED MEYER DRIVEWAY MUST BE COMPLETED DURING TIMES WHERE FRED MEYER IS CLOSED. 2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF -SITE, UNDER SEPARATE PERMIT. 3. DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE. 4. DEMOLISH EXISTING STORM LINE AND APPURTENANCES. DISPOSE EXISTING STORM LINE AND APPURTENANCES OFF -SITE. 5. DEMOLISH EXISTING ELECTRICAL SERVICE LINE. DISPOSE OF OFF -SITE. COORDINATE EXTENTS OF DEMO WITH PURVEYOR PRIOR TO DEMOLITION. CAUTION! EXISTING ELECTRICAL IS TO BE PROTECTED IN PLACE UNTIL THE EXISTING TRANSFORMER IS DISCONNECTED. 6. REMOVE EXISTING SIGN AND DISPOSE OF OFF -SITE (TYP). 7. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). ADJUST AS NECESSARY DURING CONSTRUCTION. SEE DETAIL 2/C3.1. 8. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). ADJUST AS NECESSARY DURING CONSTRUCTION. 9. DEMOLISH EXISTING GAS LINE AND APPURTENANCES AND DISPOSE OFF -SITE. CONFIRM WITH PURVEYOR WHETHER THE EXISTING GAS LINE AND APPURTENANCES HAVE PREVIOUSLY BEEN DEMOLISHED. COORDINATE WITH PURVEYOR FOR CAPPING REQUIREMENTS. 10. PROTECT EXISTING SANITARY LINE AND APPURTENANCES TO REMAIN. 11. PROTECT EXISTING UTILITY TO REMAIN. 12. REMOVE EXISTING TREE (TYP). 13. REMOVE EXISTING CONCRETE WHEEL STOPS (TYP). 14. REMOVE EXISTING LOT LIGHT. 15. PROTECT EXISTING TREE TO REMAIN (TYP). 16. EXISTING SHED ALREADY REMOVED. 17. REMOVE EXISTING BOLLARD AND DISPOSE OFF -SITE (TYP). 18. RELOCATE EXISTING 1.5" WATER SERVICE AND METER TO 364 RENTON CENTER WAY. 19. PROTECT EXISTING BOLLARDS TO REMAIN. 20. REMOVE EXISTING TRANSFORMER. CAUTION: PROTECT EXISTING PRIMARY ELECTRICAL LINES AND TRANSFORMER IN PLACE UNTIL NEW PRIMARY LINE AND TRANSFORMER ARE INSTALLED. REMOVE TRANSFORMER AND PRIMARY SERVICE LINE ONCE IT IS DE -ENERGIZED BY PURVEYOR. COORDINATE SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 21. REMOVE EXISTING WOODEN CURB AND DISPOSE OFFSITE. 22. RELOCATE EXISTING FIRE HYDRANT. SEE C9.0 FOR RELOCATION AND FURTHER DETAILS. 23. EXISTING UTILITY SERVICES ARE LOCATED WITHIN THIS AREA. UTILITIES WITHIN THIS CORRIDOR INCLUDE TELEPHONE, GAS AND POWER. THESE UTILITIES WILL BE ADJUSTED TO REROUTE AND REMAIN IN SERVICE. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATION OF AND PROTECTING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 24. ABANDON EXISTING 4" C.I. WATER AFTER TRANSFERRING EXISTING 1.5" WATER SERVICE AND METER TO 8" WATER MAIN IN RENTON CENTER WAY. CUT AND CAP EXISTING 4" WATER AT MAIN LINE (BY CITY FORCES). SEE C9.0 FOR MORE INFORMATION. 25. RELOCATE EX. STREET LIGHT. SEE SHEET C7.0 FOR LOCATION. 26. CUT AND CAP EXISTING WATER SERVICE AT MAIN LINE (BY CITY FORCES). CONTRACTOR TO OBTAIN AND COMPLETE ANY NECESSARY PERMITS AND CONFIRM SCOPE OF WORK PRIOR TO CONSTRUCTION. 27. PROTECT EXISTING SIGNAL POLE TO REMAIN DURING CONSTRUCTION. 28. PROTECT EXISTING CONCRETE PAD WITH ENGRAVED SIGN. 29. CUT AND CAP EXISTING 1.5" WATER SERVICE AND METER TO 367 RAINIER AVE S. 30. PROTECT EXISTING WATER METER TO REMAIN FOR LANDSCAPE IRRIGATION. 31. GAS LINE WAS RECENTLY LOCATED BY GAS PURVEYOR TO LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY WHETHER GAS LINE NEEDS TO BE RELOCATED TO CONSTRUCT PROPOSED SITE IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH 4G AND PURVEYOR TO RELOCATE GAS LINE AS NEEDED. 32. PROTECT EXISTING ELECTRICAL CONDUIT BOX. 33. RELOCATE EXISTING LUMINAIRE. 10' AS -BUILT GAS ESMT. O SEDIMENT CONTROL NOTE: \. ° y' a � ' � , � � 3 KC REC. N0. 20130411001089_--------- TESC LEGEND: ,,' (TO BE RELOCATED) CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL 0 2 BMP'S TO ENSURE THAT THE SITE CONTAINS ALL SURFACE ® Know what's below. STORM WATER RUNOFF AND SEDIMENT. THE PROPERTY SHALL CATCH BASIN PROTECTION (�+y ss i SS z ,� G \✓ 7 Qt�v {� BE BOUND BY SILT FENCE. ADDITIONAL TESC CONTROL MAY BE p C11I before you dig. / !' REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS 1 Dial811 TEMPORARY CONSTRUCTION "' ss � � \� � e ' \l / '�`iO SILT FENCE EASEMENT C' G �P• ONLY THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM / LIMITS OF DISTURBANCE S �\ �\ ', 4\\� 1;? a : WATER. CONTRACTOR MAY BE REQUIRED TO MODIFY OR �� ,SS ss 1 1 fj Q ° IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT CONSTRUCTION. R- 4 0 6 3 0 3 SS \ SANITAR� FWER ESMT. CONSTRUCTION ENTRANCE /ss ss KC R'�C�0.9708110701 //1. ,'� °o IN COMPLIANCE WITH CITY OF RENTON STANDARDS s�riJ , 1 ' 1 � R\S BENS 12 ASPHALT TO BE REMOVED ss i SS SD - SD - �� \\� ! / 4' �.� H/ S0 --- 15 1 ss Sow %� t . ' CONCRETE TO BE REMOVED s'� / 5\ �i s so 2 \ �� So Z ,p 47671 F6' 1 S TEMPORARY CONSTRUCTION FENCE so \^ S10NA L E�'5Ik\�j�ti ° . . U TREE TO REMAIN Barghausen TREE TO BE REMOVED Consulting Engineers, Inc. - - TEMPORARY "V" DITCH 18215 72nd Avenue South Kent, WA 98032 COMPOST SOCK 425.251.6222 barghausen.com FNO. AS -BUILT PLANS REVISION SURVEYED: RLH DESIGNED: JC DRAWN: CMS MM 3/15/21 CRJ CHECKED: AEM BY DATE APPR APPROVED: CRJ SCALE: VERTICAL: NAVD 1988 171-20' HORIZONTAL: NAD 1983/1991 ClTY OF o0 12/19/2019 L PRI RECORD TESC AND DEMOLITION PLAN FIELDBOOK: RENTON 0 FOR PAGE: ONE INCH -- CHICKFILA RENTON DRAWING NO: O AT FULL SCALE Planning/Building/Public Works Dept. ® 375 RAINIER AVE S RENTON, WA 98055 IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.: 04249 SHEET: 3 OF: 24 _J J L'i m Q Q N CD N a Z w I rn DO .5 (n / 00 O CD CD 00 i a w JOINTS IN FILTER FASRfC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTACH FASRiC TO POSTS 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FAI3R IC USED FILTER FABRIC --ICI---------- 'MAX. POST SPACING MAY BE INCREASED 70 V IF WIRE BACKING IS USED I ;A x4" MIN. TRENCH I `` I 12' MIN. J 13ACKFILL TRENCH WITH NATIVE SOILLiIf OR314" TO I.1l2" WASHED GRAVEL 2'x4" WOOD POSTS. STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES. t. COF{OR1471S OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 'CHE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AD$ (A$TM (14751) 3a1B0 SIEVE SIZE {B.SR-4.45-j FOR SILT FILM 50.500 SEVE SIZE (4.�-0.S5mm) FOR OTHER 1=ABRiCS WATER PERMITTIVRY(ASTM D4491y 0.02 SEC'MINIMUM GRAB TENSILE STRENGTH (ASTM 1:14632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION fAST A D4532) 30%MA(. IWDVEN) ULTRAVIOLET RESISTANCE tASTM Ot3SN 70%MIN. 2.2. STANDARD STRENGTH FABRIC REOUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRE D 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 2H:1 V 24 IF A TYPICAL aLt FENCE Is USED, THE 8'ANDARD 4'XV TRENCH MAY BE RrDuGEO AS LONG AS THE BOTTOM 9 INCHES OF THE SILT FENCE FABRIC Is WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 3, MAINTENANCE STANDARDS 5.1. 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 IMPCRTANTTO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT 3A. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GECTEXTILE I HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SMALL BE REPLACED. L)MUSSOTHr,RWI':F NOTr D,DRA'WINC.IS'JOTTO.CAI.? FNTSI STD, PLAN - 214.00 PUBLIC WORKS DEPARTMENT SILT FENCE GAZ 9/28/2015 r..... vla.. ean,...:..n . DAT If ILT FENCE TO SCALE 4' MIN. 12' DEPTH 2" -4' ROCK 24' MIN. SETTLING DEPTH 1.S-MIN SEDIMENT S1 ORAGE J NOTES: 1. MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12, OVERFLOW DEPTH OUTFE-OW CHANNEL IF r CQ74STRUGTED BY EXCAVATION l J S MAX. 12" DEPTH 914' - 1 11'£ WASHED GRAVEL FILTER FABRIC FENCING OVERFLOW SPILLWAY V MIN. WIDTH : 4 S AI UNLESS OTHERWISE NOTED, DRAWING15 NOT TO SCALE (NTSI STD. PLAN - I1140 PUBLIC WORKS RKMED. DEPARTMENT SEDIMENT TRAP GAS 9/28/2018 I DATE SEDIMENT TRAP NOT TO SCALE Ram R 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROADSTANDARDS 4",W QUARRY SPALLS GEOTEXTILE 12' MIN. THICKNESS RECORD TESC NOTES FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CONSTRUCTION ENTRANCE NOTES: 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. 1T is RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15, MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA NOTES: 1- CONDITIONDFUSE 1 1 CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVEUNC' ON PAVED ROADS OR OTHER PAVE D AREAS WITHIN 1,000 FEET OF THE 917E 12. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STASIUMD SURFACES SHALL BE OF SUFMIENT LEN07MWIOTH TO PROVIDE VEHICLE ACCESSIPARKLNG. BASED ON LOT SIZEICONF IURATION. 2, DESIGN AND INSTALLATION SPECIFICATIORS 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 STANDARDS - GRAB TENSILE STRENGTH (ASTM D4432) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM 04M 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D8241) 496 LBS. MIN. ADS (ASTM 0475T) 2(W5 IU.S. STANDARD SIEVE SIZE) 2.2 DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR OONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE 0H LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCHy MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROAOS- HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4 FENCING SHALL 9E 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 PAVEME NT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL, BE USED. TH LS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE 13IMEN5IQNS OF THE ENTRANCE, OR THE IN5TALLATION 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 I T IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHEO 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. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL HE REMOVED IMMEDIATELY 3'.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCEISI, FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNL955 OTH[R W IS E NOTEP, ❑RAW spy 15 Nor TO $OLF (NYSI STD. PLAN - 215.10 PUBLIC WORKS PPVOvrn DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I ism, w �DATE CONSTRUCTION ENTRANCE NOT TO SCALE I C /011 n n /CAI 1/AKii7rll .45 Al V V1 NV I\LIL IVIIIV I I\\-/VIVL JLI.VI\L BLOCK MIN 80 ATTACHMENT AROUND LBS ENTIRE FENCE PANEL TEMPORARY CONSTRUCTION FENCE NOT TO SCALE :45 AN Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com TYP) 2 MAX. LEVELBQTTOM MAX 1� 12' MEN. �TMIN.� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES. 1. CONDITIONS OF USE 1.1. REQUIRED AT I.1.1. THE TOP OF AL L SLOPES IN EXCESS OF 311:1 V 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 20i;IV IOR LESS) 3-5% 300 FEET ($0 TO 20)H:IV 5-1846 209 FEET 14 TO I0y11-1 V 10"414 100 FEET f2T04yH1V 2540% SO FEET 2, DESIGN AND INSTALLATION SPECIFICATIONS 2,1. FOR SLOPES STEEPER THAN 2H;1V WITH MORE THAN 1D FEET OF VERTICAL REUEF. 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 SF OIMENT 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 SHALL BE REPAIRED IMMEDIATELY- _12. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANIWOR FREQUENCY OF THE SWALES SMALL BE INCREASED. UNLE55 OTHERWISE NOTED, DRAWING 15 NOT M SCALE (NISI STD. PLAN - 217.10 INTERCEPTOR SWALE 9/29/2018 PUBLIC UR1 WORKS PR D DEPARTMENT GAZ I DATE NTERCEPTOR SWALE 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 THL 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 SPECIFIi 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 CM, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2 THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 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 PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CQNSTRUGTION. 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 WRING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6, WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSFTE 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 CONCRETE WASHOUT AREAS. 7 ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND10R CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSE. 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 L IOUID 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 SUPS 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 DUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY, IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS CHANNELS, OR STORMWATER FACILITIES - 11, ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVL L 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. IR BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17, AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 7J3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM, 18, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20, PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SMALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SIT L ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ONSrTE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED, AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST 22, ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL VGAZ DEPARTMENT STANDARD PLAN NOTES 9/28/2018 I DATE SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ :4S AN 5' MAX. DRAINAGE GRATE TRIM GRATE FRAME _ CT OVERFLOW BYPASS 7 BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE IRECTANG1JI.AR GRATE SHOWN] RETRIEVAL SYSTEM LTY P.) - I !l!1! OVERFLOW BYPASS iTYP.) BELOW 114L.ET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 501) FEET OF A DISTURBED OR CONSTRUCTK)N AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE C'O YED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM 3, THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE 4. SIZE THE BELOW INLET GRATE DEVICE (GIGO) FOR THE STORMWATER STRUCTURE LT WILL SERVICE. 5. THE 316D SHALL HAVE A BU ILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). B. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WRHQUT SPILLING THE COLLECTED MATERIAL- 7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.306) B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVALLABLE STORAGE. THE. FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTEJ), DRAWING 15 NOT TO SCALE (NISI tGA TD. PLAN - I16.30 URIPUBLIC WORKS DEPARTMENT CATCH BASIN INSERT 9/2$/2fl1$ I �.". DATE CATCH E3ASIN INSERT TO SCALE CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES I G' Q � z ,p 47671 :45 Ar e FC 1 S T ERA ss/DNA L '51 SCALE: N A / VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 • Cl T Y OF RENTON - • ONE INCH Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :45 AI 24 HR EMERGENCY CONTACT: DON IKELER (303) 519-7206 ® Know what's below. p Call before you dig. 1 Dial 811 R - 406 304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD TESC NOTES 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: DRAWING NO: C3.1 SHEET:4 OF: 24 M CD CD _J _J LLJ m Q Q N O N c.� i rn 00 i U) 0 / Q0 m 00 / V) O O O 00 w I I WALL ELEVATIONS TW = TOP OF WALL I I FF 30.77 RECORD GRADING PLAN - NORTH FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CMU SCREENWALL NOTES: 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 POWER EASEMENT LANDING COMPLIANT. ELEVATIONS v/ I I WITH ADA STANDARDS (SECTION 405) WHERE NECESSARY TO TW= xxx.xx X X KC REC NO. 9410201209 AND SLOPES SHOWN FOR CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5% BG= xxx.xx REFERENCE ONLY. / 4 (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP O 30.70 - SET TOP OF CURB 6" I MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED DIFFERENCE IN - _ _ _ ABOVE ADJACENT 4 WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS ELEVATIONS I ---�� PAVEMENT AND v . D NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING BG=FINISHED GRADE I ° ° a° °=�7/ EXPOSED CURB BACK v ' ADA STANDARDS. ELEVATION \ � 30.27 _ _ _ _ _ 10' GAS EASEMENT Z GRADE AREA TO DRAIN / - _ N77'26 4 KC REC. NO. 20130411001089 TW 0< �0.7 30.27 3d.27 / 29.80 2 E 167.42' 30. 5 EX v 30.66 EX >t C+. v 30.7 ± ME SF SPOT ELEVATION NOTE0. J0.72 30.14 / D 0.70 / _ _ _ _ _ _ _ _ 30.14± FL ME rn ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP OF -------- BG � a 7 I ° 30.64± TC ME ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE 3 .66 , 7.50% 3 .27 ° v a 29.50 `� - _ �`1.22% Z NOTED. 0.64 30.2 30.11 ----- � 30.1�6 ��` 30.8 rn BG - GRADE AT BOTTOM OF EXPOSED WALL 00 WALL 29.70 I p �` % 7r:,-30.11 ± FL ME COL-T�OPOOF FOOTING COLUMN WALL BURY DEPTH PER i 1.5 % 30.21 FC 4�j �'�`� I '1.50% 30.28 TC TA =TOP OF ASPHALT ADJACENT TO CURB/SIDEWALK STRUCTURAL PLANS. I I 1 �o. J TC TOP OF CURB/SIDEWALK ADJACENT TO ASPHALT FOOTINGS SHALL BEAR ON I 30.40 30.14 0�°� d a 4J 2.2629.19 \30.4e TP - TOP OF PAVEMENT IMPROVED SOIL MINIMUM PER O I Z FC - FLUSH CURBING ADJACENT TO PAVEMENT STRUCTURAL PLAN NOTES. a lwv ME _ MATCH EXISTING o I / 30.84 3 + GB GRADE BREAK I ' 30.03_ FL ME PL - TOP OF PLANTER/RAISED TAPERED PLANTER WALL 30.19 �I 30.20 TC 29.53 i 1.507Q O I ?g 90 30.23 30.27 1 �1I �' i p I 30.35 9.98± FL ME EXISTING UTILITY LIDS / 30.15 TC i v ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA i3VdW00 �� 1CddWOC� 1CddWOC iovdh 1CbdW00 //1Cb'dW00 d 30.23± ME OF WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS. ` 29.76 SET TOP OF CURB) 30.89 =w ° _ _ _ _ CONTRACTOR SHALL CONFIRM THE FEASIBILITY OF ADJUSTING i 30.24 �, 29.42 I I 6" ABOVE ADJACENT 4 ' EXISTING UTILITY STRUCTURE LIDS TO FINISHED GRADE PRIOR TO I 30.11 I � I � 30.85 M SEWER EASEMENT O i I W i PAVEMENT 29.95± FL ME; 30.20± ME CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 1 p P I 10 W00 30.12 TC REC N0. 5253595 I i� �� 30.28 _ _ _ _ _ _ _ - _ _ _ .59% . � I n I 2 .99 i '� I I ` 30.44 �� I 29.59 I I 31. 0 / 30.15 4 1 �i 30.0 �` 29.59 31.0 'I 30.26 0 1 '` 29.90± FL ME UTILITY PROTECTION NOTE: 1 o _ _ _ _ _ _ 30.77 I CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO 29.93 ♦` 30.45 31.12 1.48% PROTECT EXISTING UTILITIES THAT MAY BE IMPACTED BY /� I 29 85+ FL ME 30.1 1 I _ _ _ _ _ _ 1. 4 I/-30.'OVEREXCAVATION NOTED IN GEOTECHNICAL REPORT 1.51% �� 1 5± TC ME SET TOP OF CURB 6" o ABOVE ADJACENT I i a 1.26% �.74 ! -- - -- 30.52 �' 31.06 PAVEMENT AND I 1.50% a 30.4�1 + M EXPOSED CURB BACK i 30.15 \ 41 v . a 29.74 4 I 29.89 �� ``\ o j 'TP= 30.08 TP= 29.88 TP= 29.78 0' I 2 2-"" ° a 30 87- / 301.53± ME LO 30.37 O I 1 /COL= 27.78 COL 27.78 COL= 27.78 1.75% / 0 29.90 ,' L 29.79± FL ME 1 / I Z v ` I '`h 9.89 ' v 0 TW= 34.05 30. 0 30.29± TC ME 30.05± ME 74 i J � v / '� 30.19 BG= 30.99 ------ 29.58 v / 4 a v TW= 34.05 vILdL BG= 30.94 I 0.31 ± MEN' ' 30.01 ± ME ------- - - - - I � _ 4 30.28 29.79± FL ME O / 1 / TP= 30.11 TP= 29.94 TP= 29.88 J / I 29.47 / COL= 27.78 COL= 27.78 COL= 27.78 i0• 0 30.58 EXISTING SIDEWALK IS ADA M v �� ° a ° 4 T 30.44+ ME I 29.79± FL ME LANDING COMPLIANT. ELEVATIONS 10' GAS EASEMENT _ - KC REC N0. 20130411001089 � � ; c, 30.20 Q - - - - � /J TA � v � 30.29± TC ME I AND SLOPES SHOWN FOR SLOPES & UTILITIES EASEMENT REFERENCE ONLY. - -� C PER 20110620001119 EXISTING SIDEWALK IS ADA �II ------------- 30.0 30.43 FC -_-- ----310.24a v0 1.50% - - - - - - a N 4 ' '� N II 29.77 29.54 / I a. / I \� r SLOPES & UTILITIES EASEMENT I � I1 30.58 30.81 I 30.39 TA �' KC REC N0. 20110811001003 3089 TIC r 29.99 �1 .30.96 I a n v l 29.35 0 o 1L0I I N I 30.37 I1 \ 30.58 I 30.55 II / 30.35 I I 1 i 29. 6 30' 30.24 I 30.5 a I I 0 11 V/ 1 I - 1' - 30.45 TA �i BG= 31.05 3.0' 56% % c 30.95 TC � I 1 Lq I O 1.38% 1 11 TA `� II 30.25 w I ° o CMU SCREENWALL WITH STUCCO FINISH � I 30.�� 30.50 TA b\ m f;,?'!u''.P',, 30.50 TC t° PER STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON Ln , �� „,r;; j„;I,.,y;, I I IMPROVED SOIL 18' MIN PER STRUCTURAL PLAN Li RIDGE LINE I_ _ RIDGE LINE_ ° \ I a 29.90± ME NOTES. TOP OF FOOTING = 29.38 CONTRACTOR TO 4 v I 29.74 30.53 Lv a TA l CONFIRM BURY REQUIREMENTS WITH STRUCTURAL c� RIDGE LINE (AT MATCH LINE) v �31�� i TC - - - - PLANS PRIOR TO CONSTRUCTION AND ADJUST AS GEOTECHNICAL RECOMMENDATIONS MATCH LINE SEE SHEET C4.1 GRADE BREAK NECESSARY. THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON CONSULTANTS, INC. DATED JUNE 21, 2018 AND IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. 1. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN EARTHQUAKE IS PRESENT. IT IS RECOMMENDED THAT THE BUILDING BE SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE FOUNDATION SOILS. 2. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE (MIRAFI 500X) SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF STRUCTURAL FILL ABOVE THE GEOTXTILE. 3. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND AFTER CONSTRUCTION. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com No. POWER EASEMENT KC REC. N0. 9410201209 Know what's below. PROVIDE 15" D.I. SLEEVE ® OU Call before di FOR PIPE UNDER WALL'S 0 Y g• ZONE OF INFLUENCE 1 Dial811 R - 406305. IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q � z ,p 47671 O NALTEF.�G\�� SURVEYED: RLH SCALE: �- , 1 -10 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY O F %R 1; 0 o RECORD GRADING P LAN NORTH 12/19/2019 DESIGNED: JC FIELDBOOK: RENTON 0• 1i , FOR i/ PAGE: DRAWN: CMS DRAWING N0: C4.0 ONE INCH Planning/Building/Public Works Dept. CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON WA f 98055 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE IF NOT ONE INCH REVISION BY DATE APPR SCALE ACCORDINGLY STORE NO.. 04249 APPROVED: CRJ SHEET: 5 OF: 24 _J _J LJ Ln Q Q N 0 N a) 0 00 rn U) 0 / Q0 m 00 1-1 Cn CD CD 00 LL w RECORD GRADING PLAN - SOUTH co FOR 0 CHI K FIL A RENTON SCREENWL WITH STUCCO FINISH PER C STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON IMPROVED SOIL 18" MIN PER SECTION 1$, TWP. 23 N., RGE 5 EAST, W. M. STRUCTURAL PLAN NOTES. TOP OF FOOTING= 29.38. CONTRACTOR TO CONFIRM BURY Q# DRAINAGE NOTES: CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON REQUIREMENTS WITH STRUCTURAL PLANS III PRIOR TO CONSTRUCTION AND ADJUST AS 1. CONTRACTOR TO PROVIDE 3" WEEP HOLES THROUGH CMU WALL NECESSARY. FOR DRAINAGE DISCHARGE. CONTRACTOR SHALL VERIFY THAT NO MATCH LINE SEE SHEET C4.0 RIDGE LINE WATER IS TRAPPED IN PATIO AREA. ------------------------------------------- - - - - -- - -- A-- ° 1 29.74 Y ��' RIDGE LINE (AT MATCH LINE) °30.55 . - - �I- - � I I � wE TC o SPOT ELEVATION NOTES-• , m _d 30.53 i 47 TA. SET TOP OF CURB 6" i o w I 3�.44 a° 4 C � ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP ABOVE ADJACENT i, A "� I a 30.62 I ,50% OF ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS PAVEMENT AND ° v ,i 1 30.16 ° GRADE BREAK N� OTHERWISE NOTED. EXPOSED CURB BACK I i 30.89 TA TW= 34.05 31.39 TIC 3.0' o BG= 30.99 BIG - GRADE AT BOTTOM OF EXPOSED WALL r� 30.04 ----31_______---' 30.82 Q°40 30.96 TA TW - TOP OF WALL IQ 29.58 1 30.15 0.21 ° Z COL - TOP OF FOOTING COLUMN a ��ZQ.50% 30. 0 ° TA - TOP OF ASPHALT ADJACENT TO CURB SIDEWALK _9. 5mT - T P F R I A K A A T T/ A PHA T , 0.50%4.507 30.52 30.24 TA v.0 0 0 CU B/S DEW L DJ CEN 0 S L i- _ _ - ° TP - TOP OF PAVEMENT i 1.517Q RIDGE LINE 2g 95 i ° - ---- ------- 3�.10 FC - FLUSH CURBING ADJACENT TO PAVEMENT 31 % ° �� ° \29.54 1.41 % ME - MATCH EXISTING � i M_ ° ° � ----� 30.17 T � � rn GB - GRADE BREAK i �_ _ - ° ° 4 PL - TOP OF PLANTER RAISED TAPERED PLANTER WALL 10 GAS EASEMENT ` ° ° ` a Z / KC REC N0. 20130411001089 i 29 49 0 ° 4 ° �� ° A0 /I C 4 ° ,�^ ° 0.747-7 rn 4. N ,n POWER EASEMENT CD 1.507, 29.3 iA ° ° I KC REC. N0, 9410201209 29=5 9i ° ° �N d ° a N q I I a ° I y � „� .9 ° 29.95 TA \0 29.30 ° a .° v a a9 I 30.45 TC Osg � 4 ' ° .50% 30.50 ° 30.50 3°0.50 d `�` 30.00 ° �° 29.904 ° � ° v �I 16 00 ° �- V. ° ° / �' SLOPES & UTILITIES EASEMENT 15' X 100, I 30.1 A� SEWER EASEMENT 30.45 I / 0.50 w KC REC N0. 20110811001003 I i I , REC N0. 9708110700 TW= 34.0 � - ----------- - ----- -- ----- � - TRANSITION TO ° I I 5 FULL HEIGHT CURB I 30.50 / / BG= 30.73 29.91 TA i 30.41 TC I I i , 30.50 Q N ° 30.50 1 0 °I v !/ 1 SEWER EASEMENT i I I 4 \ I REC NO. 5253595 i Q CUSTOM BL_DG aI o ° I ' „/ i ° 1 TA 51 % FF=30.50 i � KCGAS REC EASEMENT SET TOP OF CURB 6 33.47 PL I 1 ABOVE ADJACENT i U r I ri ° 20130411001089 PAVEMENT AND J9.89 oa 1 00% I I ° I _ li i 4l (TO BE RELINQUISHED) I 4�� EXPOSED CURB BACK 29.76 = E GRADE BREAK ABOVE CURB / 33.47 PL il,, O 29.73 I I ° ` 1.00% O 305 i III I 1 v 2 .7 II 30.50 � I , I I \ a 30.50 0.50 30.50 33.47 PL I x 1 ° RIDGE LINE 1 29.99± ME : D I -1v x I EXISTING TYPE 1 CATCH BASIN 29 71 i TA3 2RIM: 26.01 i 0.5 30.50 30.50001?: IV 9.13± ME 29.44 �o �I 30.42 30.50 1 I SANITARY SEWER EASEMENT - X - 00 29.38 T <_- GRADE BREAK 1/ft 0.34 29. ± ME I KC REC N0. 97081 10701 � � 29.88 .04% 1 - - - - I I 29.94 �` •31 % � ^ - a � � ^ 1 � - - � � 32. 7 PL 4 . 30.68 P ; I00 29.20 TA ° � "O ° .00%� W��o ZRIDGELINE - 32.3 PL ° 0or2g� \ \ 29.70 TC°.1 30.40 d Lr7 . ° ° �� -32 37 L v ° v 4. .14 \ - - - - GRADE- BREAK �� I ° 1 1 30.40 30.40 ' 31 0 1 30 30.44 \ Z - - - -28.96 - 1.509, 29% .75% \ 28.81 2 1 3d. 33 PL � 28.88 co 28.72 29.7 32 - - - - - - - - - - - - �- _� L (1) 6" RISER 0 28.50± ME N 32.19 P �� o o 50% p ---- 29.63± M \ ` b\ 32.26 L Ln Lq \ fl Q, 2.2._ -� 819.259.6. 0 31. 0.O 29.4S10'5315"W o 42.03119 c LQ EXISTING TYPE 2 48" SDMH '01 ��8 66 TI 30.2� 1 _ 50%_- _ _� 4 `� 0.1 - 29.19 \ RIM: 26.86 OddWO� 1oddINO 29.16 T� 1 is -3621 - __------- 1 f 30.11 PL 30. _ - \ f _ 2 . - (2) 6 RISERS \ 4 TA _ __________ i. 28.962,g ..:... I % 2 F I 29.03 �.� b�.. �` 4�„� t44.64�-- TRANSITONETO �1• N 28.89 / -- 28.37 M 6" RISER 29.41 ± ME 5� �- /ACCESS EASEMENT a rn i� . 7± (2) 7" RISERS Know what's below. PER SHORT PLAT \ 2 .15± ME - o. 4 28.56 I - 79 17ITC I o.. PROVIDE 8 D.I. SLEEVE p Call before you dig. / \ `f� 28.50. .. ', 7" RISERS FOR PIPE UNDER WALL'S 1 Dial811 o(2) _ 28.67±� E ', CONE OF INFLUENCE 12 TIC 28.59± ME PR R 406306 / \ SET TOP OF CURB 6" ;; IN COMPLIANCE WITH CITY OF RENTON STANDARDS '1 ; � J ABOVE ADJACENT 28.55± ME , �� R\5 ENS PAVEMENT 47671 STERF� NA L E �I,�g� Barghausen SURVEYED: RLH SCALE: - VERTICAL: NAVD 1988 >, 7 HORIZONTAL: NAD 1983/t99t 1 -10 Y \ ' i`J o 1T2/19/2019 Consulting Engineers, Inc. g g ' DESIGNED: JC - RECORD GRADING PLAN SOUTH FIELDBOOK: �Cl R] RENTON 0 FOR PAGE: 18215 72nd Avenue South DRAWN: CMS I ONE INCH I i � CHICK-FIL-A RENTON DRAWING NO: Kent, WA98032 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. 11 375 RAINIER AVE S RENTON, WA 98055 C4. 425.251.6222 barghausen.com NO. REVISION BY DATE APPR APPROVED: CRJ IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.. 04249 SHEET: 6 OF: 24 J LJ m In Ln N N CD N a rn 00 8 0 / 00 CD CD 00 In z 4 AS -BUILT DRAINAGE PLAN FOR •�� C REC. N0. 20130411001089-FIL=A RENTON 10' GAS EASEMENT ' CHICK K•* •• SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. POWER EASEMENT CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON KC REC NO. 9410201209ALL , N �•' ` ♦ SHALLBEPRIVATELY STRUCTURES, AND ES AND MAINTAINED ILA AIM12O•�� •� t, •• UNLESS OTHERWISE NOTED. 19 LF 6" ° •�.. DRAINAGE NOTES o� CB #1 SD @ 0.50% "' CONNECTION FOR ROOF DRAIN CONFIRM ` 46 LF 8" �• •♦ '`. DOWNSPOUT LOCATIONS AND TIE-IN POINTS WITH E SDCO J SD @ 0.88% 04'20 SLOPES & UTILITIES EASEMENT fii 1 PLUMBING PLANS. \ D ► PER 20110620001119 'sue 42 LF 6"° �� , '♦ g.I • STORM DRAIN (SD) LINES SHALL BE ADS N-12 / SD @ 1.00% '�' 1 •'' * UNLESS OTHERWISE NOTED. ALL STORM DRAIN 1 2 LF 6" ,'� CB SID ORATE TVK 1 PIPES SHALL BE INSTALLED PER MANUFACTURER'S A� a - \ SD @ 6.09%- \ ; �■per SPECIFICATIONS AND CITY STANDARDS. SEE DETAIL //`�'LF 8" * ♦ 1?� ADS LE. N■2A.66 6/C5.3 FOR CITY STANDARDS. rJ 0 60 LF 6" 4 \� ` SD @ 0.79% ` ♦ \ IIDS♦lE. SA■?�.13' SD @ 1.02% Q MWS CONNECT TO EX. CATCH BASIN 2❑ CONNECTION POINT FOR FORCED DISCHARGE FROM AD #100-? \� \ RIM: 29.63 DDCVA. PROVIDE FLAPPER VALVE OR OTHER G' _♦ 7 LF 8" �4 1 SIMILAR MEASURE TO PREVENT BACK FLOW INTO #4 PROPOSED \ SD I @ 1.66% \ �` ` * E. 24.86 2 v " i PIPE. SEE SHEET C9.0 FOR MORE INFORMATION. CANOPY SDCO #100 4 ! SEWER EASEMENT a �� \ i / CB #7 F2• ♦.� /` Q OIL/WATER SEPARATOR REC NO. 5253595 ` I _ 1 WS 52 L5 p 5p% • ♦ , 5 LJ5DC0 #9 38 LF 8" � Sp @ 1 ♦ OIL/WATER SEPARATOR MODEL 660-CPS ♦ SD @ 0.88%�� \ �� ♦ \ • SEE DETAIL 1 /C5.1. 30 LF 6"' a `�! �� PROTECT EX. \ UTILITIES TO -� 10 LF 8" , 10 LF 12" REMAIN . ♦ ♦\ , $ 1 Q MODULAR WETLAND a �CB #2 SD @ SD @ 5.859 , 10' GAS EASEMENT `` 1.10% • CB #s 1.60% :' * . MODULAR WETLAND 4 X6.33 KC REC NO. 2013041 1001089 ` �l 26 LF 12" l •• h ♦ 1 MODEL MWS-L-4-6.33-V-UG QSDMH #1 SD @� I POWER EASEMENT SEE DETAIL 2/C5.2. 72 LF 8" k 0.60% +6 i+qr; KC REC. NO. 9410201209 O SD @ 6% S3D @ LF�12� CB #5 SDD L@F �°� 20 LF 6" SD @ 4.69% � 3 FLOW SPLITTER MANHOLE ,� O � 0.56% 1 1 LF 8 _ - 6 LF 6" 1.1 1 % �. � C 0.78% ,� 1�� , 27 LF 8" CB #4 SD @ 0.50% SD @ 4.83% � SEE DETAIL 1 /C5.2. PROVIDE MINIMUM 1 FT OF 0 �' SD @ 6-59�� SLOPES & UTILITIES EASEMENT SEPARATION BETWEEN PIPE PENETRATION gS 63 LF 8" - 00` � 2.01 % WYE #3 �^, SD @ �° V c1 ��O #7 ` KC REC NO. 20110811001003 0.51 % , 20 LF 8" SD @ 0.50% WYE #2 / ` , 4? Q PERVIOUS CONCRETE 1 E]8DC0 #11 %A I 11 LF 6" 10' GAS EASEMENT SEE DETAILS 3/ C5.2 AND 4/ C5.2. tJ �• / FF■2890 6 • ` 4 6 LF1 6 SD @ 3.50% \ \ 6 LSD @ 4.84%KC REC NO. 20130411001089 Y D - " p 5p% `'sDCO #6 p a ` (*o BE RELINQUISHED) , Q SOIL AMENDMENT 0011, W w •` Sp ® WYE #1 8DC0 #1 1 11 LF 6" SD @_ 13.65% � \ INSTALL IN ALL LANDSCAPE AREAS. SEE DETAIL \ 8 �F $ r CB #8 \ 2/C5.1. Ss �■?927 �� ' CB #3 SDCO M �- E W PVC LE. E■23.6r s� , qmx=■ FF - 30.50 % \ Q FOOTING DRAIN e PVC LE. SIN-2& •r tub, G RI s�D ittPE • � � M DLO 6 � � R61■?9.3y � 4" PERFORATED PIPE SSVH TYPE , AB ` `�'C #Z 1 1 LF 6" CVS�0 ' '• * l? ADS LE. 4.2&3id FOOTING DRAIN ELEVATION = 29.00± �'�7 • +■•• X 6■ PVC LE. 'fly CONNECT FOOTING DRAIN TO CB #8 6" PVC LE. N■?1,AW 15' X 100' � SD @ 15.86% � \ 6 PVC LE. ?y,gS 6" PVC Lt. E■??.7?' SEWER EASEMENT • �` l CONTRACTOR SHALL CONFIRM FOOTING DRAIN • PVC LE. S'n•n• REC NO. 97081 1MENT \ f ; * CB SID GRATE I I ELEVATION WITH STRUCTURAL PLANS AND 6" PVC LE. •■??4?• � `�% � �i • � fa 6� LEY N■?; ?, j, ; GEOTECHNICAL RECOMMENDATIONS PRIOR TO 2 $ I CONSTRUCTION. 0 I � / � 51 LF 8 - �' � �( %SD @ 0.94% / / •; ' S?�'s� \ �.� O UTILITY POTHOLE C� ♦d .' � \ �� I SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS (D Ole CB #9 * �i \ '•t • 8DC0 #5 4 4A8 ❑1 SANITARY SEWER EASEMENT �;�' �'•� ° � KC REC NO. 97081 10701 i //.■ . \ 54 LF 8" _ 8� PVC 6� 13 LF 4" _v _ g, SD @ 1.00% V • � �6 ,ice$ �� - 6 � EX CBS ��w � c • . JL ♦ r ' ACCESS EASEMENT �• ' yPo� •*•• PER SHORT PLAT ACCESS EASEMENT L I/ PER SHORT PLAT , �+ ' 0#00 ,• o •.. • r .00 ,.•• s :!v .� 4�,/ •, •�� '` Ba rg ha usen SURVEYEI RLH Consulting Engineers, Inc. DESIGNED JC 18215 72nd Avenue South DRAWN: CMS Kent, WA 98032 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM 425.251.6222 barghausen.com REVISION )ATE APPR APPROVL CRJ STORM STRUCTURES TABLE AD #1, 6" NYLOPLAST AREA DRAIN RIM = 29.70 IE=27.20 (6" E) AD#2, 6" NYLOPLAST AREA DRAIN RIM = 29.80 IE=26.45 (6" S) CB #1, TYPE 1, W/STANDARD GRATE RIM = 2Q 19- 29.26 IE=2636 (6" N)26.31 IE=26.36 (6" W) I E =46-4;r (8" S)26.31 CB #2, TYPE 1, W/STANDARD GRATE RIM = 29.;;- 29.37 IE=29.98 (8" S) 25.97 IE(8" E)25.97 CB #3, TYPE 1, W/STANDARD GRATE RIM = 29 30- 29.29 IE=26 4Q (8" N) 26.29 CB #4, TYPE 1, W/STANDARD GRATE RIM = 29.4§ 29.33 IE (8" N)26.13 CB #5, TYPE 2 W/SOLID LOCKING LID RIM = 49-66 30.64 IE(12" NW)25.47 IE_`'� (12" E) 25.44 CB #6, TYPE 2, W/ SOLID LOCKING LID RIM = 49.44 30.58 IE-2S.44- (12" W)25.28 IE (8" S) 25.33 IE=3-(12" N)25.28 CB #7, TYPE 2, W/SOLID LOCKING LID RIM = 38+� 30.62 IE=25.12 (12" S) IE=25.12 (8" W) IE=25.12 (12" E) CB #8, TYPE 1, W/SOLID LOCKING LID RIM = 29.88 29.83 IE=25.6r (8" W)25.75 IE=2§I.64 (6" E) 25.75 IE=2§.6� (8" N)25.75 CB #9, TYPE 1, W/STANDARD GRATE RIM = 29.86 29.90 IE=26.49 8" E) 26.50 IE=46-4-9-(8" N)26.50 EX CB, TYPE 1, W/STANDARD GRATE RIM = 28.32 IE=27.27 (4" NW) MWS RIM = 4i.98- 30.37 IE=25.46 (8" W) IE=25.21 (8" E) OWS RIM = 39sisr 30.66 IE=25.57 (8" W) IE=25.57 (8" E) SDCO #1, W/CONCRETE COLLAR RIM = 49-4:7 30.46 IE=27.40 (6" N) SDCO #2, W/TRAFFIC RATED LID RIM = 29-8; 29.82 IE=26.01 (8" S) IE=26.01 (8" E) �.RFS UENS� Q p � ,p 47671 s�NALTEF.�G\�� SCA . . VERTICAL: NAVD 1988 • 19 =20' HORIZONTAL: NAD 1983/1991 CI T Y OF LL RENTON I ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY n p El p El 0 STORM STRUCTURES TABLE SDCO #4, W/CONCRETE COLLAR RIM = 39-4:30.52 IE=27.40 (6" N) SDCO #5, W/ADA RATED LID RIM = 30.19 IE=27.14 (4" SE) IE=27.14 (8" W) SDCO #6, W/ ADA RATED LID RIM = 30.49 IE=27.40 (6" N) SDCO #7, W/ ADA RATED LID RIM = 30.49 IE=26.88 (6" S) IE=26.88 (6" W) SDCO #8, W/CONCRETE COLLAR RIM = 36-9-:3 30.34 IE=26.78 (6" E) SDCO #9, W/TRAFFIC RATED LID RIM = 30.13 IE=26.26 (6" E) SDCO #10, W/TRAFFIC RATED LID RIM = 29.91 IE=26.10 (6" W) SDCO #11, W/ CONCRETE COLLAR RIM = 38-1-2 30.10 IE=26.03 (6" S) SDMH #1, 64Y TYPE 2 MH W/SOLID LOCKING LID 48" RIM = 3955 30.52 IE=25.62 (8" W)25.57 IE=25.62 (8" N) 25.57 IE=2S.62 (8" S)25.57 IE=25.62 (12" SE) 25.57 IE=2S.62 (8" E)25.57 WYE #1 RIM = N/A IE=25.82 (8" W) IE=25.82 (6" N) IE=25.82 (8" E) WYE #2 RIM = N/A IE=25.72 (8" W) IE=25.72 (6" S) IE=25.72 (8" E) WYE #3 RIM = N/A IE=25.94 (6" E) IE=25.94 (6" S)26.53 IE=25.94 (6" W) WYE #4 RIM = N/A IE=25.96 (8" N) IE=25.96 (6" E) IE=25.96 (6" W) IE=25.96 (8" S) NOTES: -TYPE 1 CB: SEE DETAIL 1 /C5.3 -TYPE 2: CB: SEE DETAIL 2/C5.3 -CB INSTALLATION: SEE DETAIL 3/C5.3 -STANDARD GRATE: SEE DETAIL 4/C5.3 -SOLID LOCKING LID: SEE DETAIL 5/C5.3 -STORM CLEANOUT: SEE DETAIL 7/C5.3* *ALL STORM DRAINAGE CLEANOUTS HAVE SOLID LOCKING LIDS AND DO NOT COLLECT SURFACE DRAINAGE ® Know what's below. p Call before you dig. 1 Dial 811 R-406307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT DRAINAGE PLAN 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 6AW-ft_ STORE NO.:04249 12/19/2019 FIELDBOOK: PAGE: DRAWING N0: C5.0 bHLLI: 7 UL: 24 Q O Ln N O N 3 a 0 00 U) v cfl rn 00 0 0 0 00 J LJ m Q Q CD Ln N CD N 3 0 rn 00 0 / CO CD CD CD 00 CL z J 4 M C0 ROUND MANHOLE COVER MARKED O "DRAIN" WITH LOCKING BOLTS I HANDHOLD RIM PER PLAN O ) 6" MAX P OPEN TOP __ 0 E L 2 8--G2 0 a ° 28.57 ° LIJ 0 OPEN TOP E L 2-2 27.37 ° 0 LIJ (n o � LET � Ln r) ASS 1 8" OUTLET TO MODULAR Q o WETLAND cn cn - F7a> . U a_ U a - CV - (LL/7J CN N ° IE=2§.G 25.57 INVERT EL a 2 5.5 7 2-5-fr2 CAP BOTTOM z ORIFICE # 1 BYPASS OUTLET a cN ° RESTRICTOR PLATE RISER WITH SHOP -DRILLED ORIFICE 60" DIA.=0.93" STEPS OR LADDER-"', - e PROFILE VIEW LOW SPLITTING MANHOLE NOT TO SCALE MIN. 4DOD PSI COMPRESSIVE STRENGTH CONCRETE BAND (TYP.) DEPRESS LANDSCAPING V PERMEABLE NEXT TO EDGE TREATMENT PAVEMENT SECTION. SEE STD. PLAN 261 10 LANDSCAPE EXTEND TO BOTTOM OF PAVEMENT BASE CONCRETE BAND AT LANDSCAPE PERMEABLE FLUSH EDGES KEY OR EXPANSION JOINT PAVEMENT SECTION, PER DPW APPROVAL (TYP ) SEE STO. PLAN 261.10 + IMPERMEABLE PAVEMENT O1 I 2" MIN EMBEDMENT KEY FROM ADJACENT IMPERMEABLE PAVEMENT BASE 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 15 NOT TO SCALE (NTS) STD. PLAN - 261.00 PUBLIC WORKS DEPARTMENT PERMEABLE PAVEMENT - EDGE TREATMENTS :45 APPROVIiD GAZ 9/28/2018 I oarE PERMEABLE PAVEMENT EDGE NOT TO SCALE AS -BUILT DRAINAGE DETAILS FOR CHICKmPILmA RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON PERVIOUS COW RETEIPOROUS ASPHALT A i B PAVEMENT BASE, SEE NOTE 5 SAND LAYER (IF REQUIRED), U SEE NOTE 5 12- MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY SUBGRADE. SEE NOTE v RESTRICTIVE LAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): NOTES: I. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATB) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED - 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2 3 AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04. 2(9-03.9(2)) GPT1 RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE HYDRAULIC MODELING RESULTS SHOWING THE REOUIREO AGGREGATE BASE THECKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-05.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS- COMPACT TO A DEPTH OF 6- TO 90%-92% OF MAXIMUM DENSITY PER WSDOT 2-03 3(141D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO S" MIN- AND RECOMPACTED- 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 MILLIEOUIVALENTS PER 100 GRAMS. A 61NCH SAND LAYER MUST BE INCLUDED IN THE DESIGN 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: 1. REFER TO WSOOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSPS) DIVISIONS 2-9 APWA GSPs. AND WSDOT STANDARD SPECIFICATIONS- 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04 TD 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, S. PLANS 265.00, 265. 10, AND 265,20. AND OTHER UTILITY PROVIDER REQUIREMENTS COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS, 4, PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.D00 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK. OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2.ODO SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 10D IWHR PER ASTM C1701 AND APWA GSP 5.043 AND 5.06.3(6). T ROADWAYS. DRIVEWAYS, ANO PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. S. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PER STD. PLAN 261.2D. 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNUSS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) PERMEABLE PAVEMENT MATERIAL STD•PLAN-261.10 URIPUBLIC WORKS FaRDvcD DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 I POROUS ASPHALT DATE SURVEYED: RESIDENTIAL STREETS AND ALLEYS PEDESTRIAN PERVIOUS POROUS PERVIOUS POROUS LAVER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) (IN) AO PERMEABLE PAVEMENT, SEE NOTE 1 8 G 5 4 © CHOKER COURSE. SEE NOTE 2 a 2 0 2 © AGGREGATE BASE. SEE NOTE 3 8 G 6 4 ERVIOUS CONCRETE NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SITE SPECIFIC DATA PROJECT NUMBER 8400 PROJECT NAME CHICK-FIL-A PROJECT LOCATION RENTON, WA TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.0395 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE PIPE DATA I. E. MATERIAL DIAMETER INLET PIPE 25.46 PVC 8" OUTLET PIPE 25.21 PVC 8" PRETREATMENT BIOFILIRA TION DISCHARGE RIM ELEVATION 3B-6B 3B:6S 3B:fiff SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER 030" 030" N/A WETLANDMEDIA VOLUME (CY) 0.89 ORIFICE SIZE (DIA. INCHES) 4 EA 00.61 " NOTES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES DRVN DOWN LINE INLET PIPE VERTICAL - - - J I . - _ _ - SEE NOTES UNDERDIMIN MANIFOLD PRE -FILTER s; CARTRIDGE U ' WERANDMEDIA , - `sv OUTLET PIPE BED ` F - - I e _ r SEE NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. :45 RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM REVISION BY DATE APPR APPROVED: CRJ SCALE: N/A PRI ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PERIMETER I i 7' 2A ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. ODULAR WETLAND NOT TO SCALE o5 wJEy Sc`� i Q � z o ,p 47671 I DNA E F -51 VERTICAL: NAVD 1988 • CITY 0 F HORIZONTAL: NAD 1983/1991 RENTON Planning/Building/Public Works Dept. 5' LEFT END VIEW MANHOLE FLOW CONTROL It RISER _It I 25.21 i, I �To RIGHT END VIEW 30.68 OF W 29.92 2Z.32 25.46 ® Know what's below. p Call before you dig. 1 Dial 811 04/ R - 406309. IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT DRAINAGE DETAILS (? � FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE N0.:04249 12/19/2019 C5.2 e 24 Q MEASUREMENT FROM SOUTHWEST PROPERTY LINE TO FACE OF STUD AT BUILDING CORNERS. BUILDING IS PARALLEL TO WEST PROPERTY LINE. DIMENSIONS FROM WEST PROPERTY CORNER ARE ONLY ACCURATE TO BUILDING CORNERS AS SHOWN. 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. J _J w m Q Q CV 0 CV Q0 0) 00 i W 0 00 1-1 U3 O O 0 00 i a- z POWER EASEMENT KC REC NO. 9410201209 SEWER EASEMENT REC NO. 5253595 10' GAS EASEMENT KC REC NO. 20130411001089 a: 15' X 100' SEWER EASEMENT, REC NO. 9708110700 TEMPORARY CONSTRUCTION EASEMENT SANITARY SEWER EASEMENT ACCESS EASEMENT PER SHORT PLAT Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com RECORD 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 10' GAS EASEMENT KC REC. NO. 20130411001089 /1 1 •!IMA0 0 Na I EASEMENT STA 17+66.17, 45.59'R STA 17+66.17, 54.04R a ,_- STA 18+05.38, 58.74'R STA 18+05.38, 45.24R STA 18+05.38, 50.95'R 1STA 18+13.38, 50.95'R STA 18+13.38, 58.67'R SLOPES & UTILITIES EASEMENT PER 20110620001119 PROPOSED WATER ✓�%� ` EASEMENT ACCESS EASEMENT PER SHORT PLAT SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ POWER EASEMENT ` a KC REC. NO. 9410201209 l e , s ' SLOPES & UTILITIES EASEMENT s KC REC NO. 20110811001003 ` PROPOSED WATER EASEMENT 0000 10' GAS EASEMENT 4. KC REC NO. 20130411001089 (TO BE RELINQUISHED) a I e a � e a. I z ° Line Table Line # Length Direction L1 39.52 N70° 02' 56.24"E L2 31.54 N77° 26' 42.24"E L3 5.81 S64° 57' 04.00"E L4 0.94 N70° 02' 56.00"E L5 18.02 S70° 02' 56.24"W L6 23.49 S85° 34' 23.04"W L7 13.55 S 19° 57' 03.76"E L8 9.00 S70° 02' 56.24"W L9 4.00 N 19° 57' 03.76"W L10 9.00 S70° 02' 56.24"W L11 2.50 N19° 57' 03.76"W L12 17.00 S70° 02' 56.24"W L13 11.50 N19° 57' 03.76"W L14 2.00 S70° 02' 56.24"W L 15 11.50 S 19° 57' 03.76"E L16 34.00 S70° 02' 56.24"W L 17 13.00 N 19° 57' 03.76"W L 18 4.00 S 19° 57' 03.76"E L19 49.22 N70° 02' 56.24"E L20 51.28 S20° 22' 58.53"E L21 68.62 S70° 02' 56.24"W L22 15.00 N 19° 57' 03.76"W L23 2.50 N70° 02' 56.24"E L24 9.00 S 19° 57' 03.76"E L25 42.27 S70° 02' 56.24"W L26 14.31 N20° 22' 58.53"W L27 9.46 N69° 37' 01.47"E L28 9.02 S 19° 57' 03.76"E L29 2.42 N70' 02' 56.24"E Curve Table Curve # Length Radius Delta C 1 12.91 100.00 7.40 C2 1.97 3.00 37.60 C3 2.36 3.00 45.00 C4 1.57 1.01 89.14 C5 5.53 3.00 105.52 C6 7.07 4.50 90.00 C7 7.07 4.50 90.00 C8 4.58 3.00 87.41 C9 11.31 7.00 92.59 C 10 15.71 10.00 90.00 C 11 54.71 35.00 89.57 C 12 31.57 20.00 90.43 C 13 4.71 3.00 89.99 C 14 6.28 4.00 90.00 C 15 15.71 10.00 90.00 C 16 28.14 18.00 89.57 C 17 4.63 1 3.00 1 88.48 Line Table Line # Length Direction L30 15.31 S19° 57' 12.08"E L31 46.00 N70° 02' 56.24"E L32 56.94 N70° 02' 56.25"E L33 48.47 S69° 55' 15.85"W L34 9.44 N69° 37' 01.47"E L35 8.75 N 19° 57' 03.76"W L36 2.85 S19° 57' 00.18"E L37 17.00 S70° 02' 56.24"W L38 54.00 S 19° 57' 03.76"E L39 15.50 N70° 02' 56.24"E L40 1.97 S19° 56' 50.35"E L41 15.50 S70° 02' 56.24"W L42 54.00 S 19° 57' 03.76"E L43 15.50 N70° 02' 56.24"E L44 2.00 S19° 57' 03.76"E L45 15.50 S70° 02' 56.24"W L46 52.50 S 19° 57' 03.76"E L47 13.00 N70° 02' 56.24"E L48 1.07 S 19° 57' 03.76"E L49 14.32 S52° 17' 01.17"W L50 7.71 S29° 25' 07.90"E L51 30.16 N60° 29' 20.71 "E L52 9.00 N60° 27' 45.03"E L53 81.18 N 19° 57' 03.76"W L54 5.00 N70° 02' 56.24"E L55 5.00 S70' 02' 56.24"W Curve Table Curve # Length Radius Delta C 18 12.43 3.94 180.84 C 19 26.82 18.00 85.37 C20 4.71 3.00 90.00 C21 7.07 4.50 90.00 C22 7.12 4.47 91.29 C23 7.07 4.50 90.00 C24 7.08 4.47 90.86 C25 4.71 3.00 90.00 C26 8.83 7.00 72.23 C27 9.42 6.00 90.00 C28 4.71 1.50 180.00 C29 4.71 1.50 180.00 0 Know what's below. 0 Call before you dig. 1 Dial 811 R - 406 311 IN COMPLIANCE WITH CITY OF RENTON STANDARDS -51,��I SCALE: O 1 T2 /19 /2019 VERTICAL: NAVD 1988 • 1�=20, HORIZONTAL: NAD 1983/1991 o CI TY OF o RECORD HORIZONTAL CONTROL PLAN FIELDBOOK: RENTON o p FOR PAGE: ONE INCH vassiv CHICK-FIL-A RENTON DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. ® IF NOT ONE INCH 375 RAINIER AVE S RENTON, WA 98055 C 6.0 SCALE ACCORDINGLY STORE NO.: 04249 SHEET. 11 OF: 24 _J _J LLJ m Q 7E Q N (D N 7p Q i rn co i u) 0 / rn O° i 0 0 0 00 w ® SITE DEVELOPMENT NOTES: 1. PROPOSED CHICK-FIL-A RESTAURANT. SEE ARCHITECTURAL PLANS. 2. PROPOSED ASPHALT PAVEMENT. SEE DETAIL 21/C11.2. 3. PROPOSED CONCRETE PAVEMENT DRIVE-THRU. SEE DETAIL 25/C11.2. 4. PROPOSED SPILLING CURB AND GUTTER (TYP). SEE DETAIL 17/C11.1. 5. PROPOSED BARRIER CURB (TYP). SEE DETAIL 5/C11.4. 6. PROPOSED ADA COMPLIANT SIDEWALK ACCESSIBLE RAMP. SEE DETAIL 7/C11.0. 7. PROPOSED TRASH ENCLOSURE. SEE ARCHITECTURAL PLAN FOR TRASH ENCLOSURE DETAILS. 8. PROPOSED BOLLARD WITH MOUNTED ADA ACCESSIBLE PARKING SIGN. SEE DETAIL 6/C11.0. 9. PROPOSED ON -SITE CONCRETE SIDEWALK. SEE DETAIL 11 AND 12/C11.0. 10. PROPOSED DIRECTIONAL PAVEMENT MARKINGS (TYP). SEE DETAIL 1 AND 2/C11.0 AND 32/C11.3. 11. PROPOSED SIGN. SEE SIGN PLAN. 12. PROPOSED 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES PER PAINT STRIPING PROJECT SPECIFICATIONS (TYP). 13. PROPOSED LANDSCAPING PER LANDSCAPE AND IRRIGATION PLANS. 14. SAWCUT IN A SMOOTH CONTINUOUS LINE (TYP). 15. PROPOSED 18" STEP OFF CURB (TYP). SEE DETAIL 4/C11.4. 16. PROPOSED ADA STALL STRIPING AND MARKING. SEE DETAIL 4 AND 5/C11.0. 17. PROPOSED CONCRETE SECTION AND APRON FOR TRASH ENCLOSURE. SEE DETAIL 24/C11.2. 18. PROPOSED ORDER POINT STRIPING. SEE DETAIL 27/C11.2. 19. PROPOSED BIKE RACK. SEE ARCHITECTURAL PLANS. 20. PAVEMENT EDGE. SEE DETAIL 21A/C11.2. 21. PROPOSED FLAG POLE. SEE SEPARATE SIGN PLANS FOR ADDITIONAL DETAILS. 22. DRIVE-THRU ORDER POINT ISLAND CURB. SEE DETAILS 34/C11.3. 23. PROPOSED DRIVEWAY MODIFIED FROM 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/C11.4 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. 24. PROPOSED HEIGHT CLEARANCE ARM. SEE SIGN PLANS. 25. PROPOSED CONCRETE V-SWALE. SEE DETAIL 6/C11.4. 26. PROPOSED STRUCTURAL COLUMN AND SCREEN WALL. SEE ARCHITECTURAL PLANS. 27. PROPOSED MENU BOARDS. SEE ARCHITECTURAL PLANS. 28. PROPOSED BOLLARD. SEE DETAIL 20/C 1 1.1. 29. PROPOSED OFF -SITE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102. SEE DETAIL 1/C11.4. 30. PROPOSED OFF -SITE CURB PER CITY OF RENTON STANDARD PLAN 101. MATCH EXISTING ELEVATIONS AT CURB TIE IN. SEE DETAIL 2/C11.4. 31. NOT USED. 32. DRIVE-THRU ORDER POINT CANOPY, SEE ARCHITECTURAL PLANS. 33. PROPOSED TRANSFORMER. SEE SHEET C10.0 FOR ADDITIONAL DETAIL. 34. PROPOSED BENCH LOCATION, SEE LANDSCAPE PLAN SHEET L5. 35. PROPOSED ADA NO PARKING SIGN. SEE ARCHITECTURAL PLANS. 36. PROPOSED PERVIOUS CONCRETE SIDEWALK. SEE SHEET C5.0 FOR ADDITIONAL DETAIL. 37. PROPOSED CANOPY STRUCTURAL COLUMN (TYP). SEE ARCHITECTURAL PLANS. 38. PROPOSED PLAZA AREA. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 39. PROPOSED CONCRETE STEPS, SEE GRADING PLAN FOR DESIGN INFORMATION AND ELEVATIONS, SHEET C4.1 AND SEE LANDSCAPE PLAN SHEET L5 FOR DETAILS. 40. PROPOSED CMU SCREEN WALL WITH STUCCO FINISH, SEE GRADING PLAN FOR DESIGN ELEVATIONS, SHEETS C4.0 AND C4.1. SEE STRUCTURAL PLANS FOR DETAILS. 41. PROPOSED LOT LIGHT. SEE SEPARATE LIGHTING PLAN. 42. NOT USED. 43. PROPOSED MONUMENT SIGN. SEE SEPARATE SIGN PLAN FOR ADDITIONAL DETAILS. 44. CONTRACTION JOINTS IN CONCRETE (TYP), SEE DETAIL 28/C11.2. CONTRACTION JOINTS SHALL BE SPACED AT 12' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. 45. EXPANSION JOINTS IN CONCRETE (TYP). SEE DETAIL 31/C11.2. EXPANSION JOINTS SHALL BE SPACED AT 24' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. 46. RELOCATED CITY OF RENTON LUMINAIRE PER RENTON STD. PLAN 117.1. 47. SEAL COAT AND RESTRIPE ASPHALT WITHIN TEMPORARY CONSTRUCTION EASEMENT AS NECESSARY TO RESTORE AREA TO EXISTING CONDITION OR BETTER. 48. PROPOSED DRIVE-THRU. SEE DETAIL 14/C11.1. 49. PROPOSED CURB CUT. SEE DETAIL 7/C11.4. RECORD SITE 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 10' GAS EASEMENT /� a. `, 50 ACCESSIBLE PATH OF TRAVEL NOTE: POWER EASEMENT KC REC. NO. 20130411001089 WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY KC REC NO. 9410201209 ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.57. CROSS SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS (SECTION 405) WHERE ° 3 NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5% CONTRACTOR SHALL POTHOLE FOOTING OF 16� 42' (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP MEETING ADA ADJACENT EXISTING BUILDING TO ENSURE IT "E a ISN'T ENCROACHING OVER THE PROPERTY LINE N7�•26 42 "� �' Lp STANDARDS (SECTION 406.8) SHALL BE PLACED WHERE A WALK CROSSES OR `� \ SAWCUT AND REPLACE EXISTING ADJOINS A VEHICULAR WAY AND IS NOT SEPARATED BY A CURB, RAILING, OR 7 4 J ASPHALT AS NE ESS RY FOR WATER , OTHER ELEMENT MEETING ADA STANDARDS. 13 ° PQLA \INSTALLATION. MATCH EXISTING a 3 GRADES AND TRENCH AND PATCH ASPHALT PER CITY OF RENTON STD •. o" .Og •0a 4 . %°. d° \\\ 46 SEA PLAN 110. OFF -SITE IMPROVEMENT NOTE: ° ° \olapoo THE CONTRACTOR SHALL COORDINATE WITH OWNER AND THE CITY OF RENTON FOR 41 15 \ 13 \ Qp�ER '�� PHASING OF OFF -SITE IMPROVEMENTS. / 17 a 0' ` ,SLOPES & UTILITIES EASEMENT ° yea � 15 LP 20110620001119 ° ° / 9 / e. °° °° � � 9SAWCUT A 13 0 4 CONCRETENAS REPLACEASTO EXISTING s 30 18 �° �. ° ° s• INSTALL STORM AND MATCH ° 2� 3 °° a, \ EXISTING PAVEMENT SECTION AND ° ° ° 2 5 ° ' GRADES. ° ��! r : ° 7 ° 2 4 °. °. a _ . °e ° SEWER EASEMENT ° ° C 4 ` \ REC NO. 525359515 8 a °° PARKING AND DRIVE AISLES INFORMATION 0 14 PARKING STALLS: 20 / o O° ' ° ° \ 2 \ COMPACT PARKING STALLS: 13 4 40 ADA PARKING STALLS: 2 11 ° \ ° o ° 49\ TOTAL PARKING STALLS: 35 10' GAS EASEMENT / 0 12 \ ° ` 44 KC REC NO. 20130411001089 41 ° ° POWER EASEMENT ` 4 15 5 4 0 ° 9 a KC REC. NO. 9410201209 0 ° * 45 �� e 13 ss SLOPES & UTILITIES EASEMENT ° KC REC NO. 20110811001003 `�� 2 48 °� ° �� 4 O a� ° °° PROPOSED WATER `. 1 8 ° ° 3 ° ° eEASEMENT \ °° 0 43 ° ° . Qe,° .e. �� a �° e ° y a •..°. ' °' ° 10' GAS EASEMENT a KC REC N0. 20130411001089 , BE REVISED) vv \ G° e 15' X 100' 15 SEWER EASEMENT 4. ® REC NO. 97081 10700 A ` ° \ / o 4 21 o ° 9 � � � e. 42.03' 41 / ° 39 S19°57'04"E \ 19 � 04.48' a / 34 SANITARY SEWER EASEMENT KC REC NO. 9708110701 Y ae � X� 39 16 . 13 0 s 36 - --- e---- 30 ° " 4 12 �Z`C MCP s• PROPOSED WATER TEMPORARY CONSTRUCTION EASEMENT e , EASEMENT 4 �6+ �h ' 6 ADA ACCESSIBLE PATH --'- e ® Know what s below. 8 ° p Call before you dig. 30 1 Dial 811 35 14 n s ri PROPOSED WATER R - 4 0 6 312 -- � ' 30 EASEMENT ', �� ACCESS EASEMENT PER SHORT PLAT IN COMPLIANCE WITH CITY OF RENTON STANDARDS / 5 JENSF ACCESS EASEMENT SAWCUT AND REPLACE EXISTING PER SHORT PLAT ASPHALT AS NECESSARY TO INSTALL Q � WATER LATERAL AND MATCH z EXISTING PAVEMENT SECTION AND GRADES. o P 47671 �Q1_ 01 S T5-7 � \ ON L-51 50. RELOCATED STREET LIGHT. Ba Uqh a use n 7 • • Consulting Engineers, Inc• SURVEYED: RLH DESIGNED: SCALE: In =201 L VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C I T Y O F o o RECORD SITE P LA N I DATE:2 /19 /2019 FIELDBOOK: JC RENTON FOR PAGE: 18215 72nd Avenue South DRAWN: CMS ONE INCH ' CHICK-FIL-A RENTON DRAWING N0: Kent, WA98032 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. 375 RAINIER AVE S RENTON, WA 98055 C 7.0 425.251.6222 barghausen.com NO. REVISION BY DATE APPR APPROVED: CRJ IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.. 04249 SHEET: 1 OF: 24 M Q0 O O d' 0 w M O N M O N L'J m Q m 0 N N CD N i rn 00 QD U) 0 i 00 0 0 CD 00 n POWER EASEMENT KC REC NO. 9410201209 TO BE RELINQUISHED PROPOSED SANITARY — SEWER, SEE SHEET C8.0 10' GAS EASEMENT KC REC NO. 20130411001089 PROPOSED STORM DRAIN, SEE SHEET C5.0 15' X 100' SEWER EASEMENT ® REC NO. 9708110700 SANITARY SEWER EASEMENT - KC REC NO. 9708110701,, ^PERJ SHORT PLAT �S SO — SO — i RECORD COMPOSITE UTILITY PLAN FOR UTILITY PROTECTION NOTE: UTILITY LOCATE DATA INDICATES THE EXISTENCE AN CHICK=FIL=A RENTON EXISTING GAS SERVICE LOCATED UNDER THE SIDEWALK AND CURB RETURN OF RAINIER AVENUE. THE SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CONTRACTOR SHALL ORDER INDEPENDENT UTILITY CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LOCATES AND TAKE ANY OTHER NECESSARY ACTIONS To CONFIRM THE HORIZONTAL AND VERTICAL LOCATIONS. EXISTING GAS SERVICE TO BE PROTECTED. 10' GAS EASEMENT aso ADJUST VALVE COVER TO FINISHED GRADE 's� a KC REC. N0. 20130411001089 � \ \hk ADJUST FRAMES LID TO FINISHED GRADE AND REPLACE WITH TRAFFIC RATED LID 26. 42„E 6l 42 I o0 SLOPES & UTILITIES EASEMENT\ PER 20110620001119 \\ \� POWER EASEMENT KC REC. NO. 9410201209 m 2 � \\ \ + 4 G O 4 0 �m \SLOPES & UTILITIES EASEMENT Q 2 KC REC NO. 20110811001003 2 \\ A \ ✓C% 6 7 10' GAS EASEMENT KC REC NO. 2013041 1001089 i (TO BE REVISED) c+ o S \ c G c,/ \ 9. T ACCESS EASEMENT PER SHORT PLAT f I 2 a. V 10' PROPOSED GAS EASEMENT ,__S10'53'15-W ,r. 42.03' UTILITY NOTES: O CONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. O THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO CONFIRM WHETHER OR NOT UTILITY CONFLICTS NEED TO BE RESOLVED. POTHOLING SHOULD OCCUR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. ® DRY UTILITIES CONSTRUCTION NOTES: 1. APPROXIMATE LOCATION OF GAS METER AND SERVICE. COORDINATE METER LOCATION AND SERVICE WITH PURVEYOR AND MEP PLANS. 2. APPROXIMATE CONNECTION FOR GAS SERVICE. CONFIRM SIZE, LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 3. APPROXIMATE LOCATION OF PROPOSED TRANSFORMER. COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. 4. APPROXIMATE LOCATION OF PRIMARY POWER SERVICE FROM EXISTING VAULT TO PROPOSED TRANSFORMER. COORDINATE CONDUIT SIZE, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY THAT NO CONFLICT EXISTS BETWEEN POWER SERVICE AND WALL FOOTINGS PRIOR TO CONSTRUCTION. 5. APPROXIMATE LOCATION OF TELEPHONE/ISP CONDUIT CONNECTION TO BUILDING. COORDINATE LOCATION, MATERIAL AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND ELECTRICAL PLANS PRIOR TO CONSTRUCTION. 6. TWO 2" TELEPHONE SERVICE ENTRANCE CONDUIT(S). EXTEND WITH PULL STRING FROM TELEPHONE SERVICE J-BOX TO UTILITY SOURCE. REFER TO SHEET ES1.1 FOR ADDITIONAL INFORMATION. 7. ONE 3" ISP SERVICE CONDUIT. EXTEND WITH PULL STRING FROM THE J-BOX TO THE SUPPLIER'S SOURCE. REFER TO SHEET ES1.1 FOR ADDITIONAL INFORMATION. 8. APPROXIMATE LOCATION OF POWER SERVICE TO TRASH ENCLOSURE. COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS PRIOR TO CONSTRUCTION. 9. APPROXIMATE CANOPY CONNECTION FOR GAS/POWER SERVICE. CONFIRM SIZE, LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND CANOPY PLANS PRIOR TO CONSTRUCTION. 10. APPROXIMATE LOCATION OF POWER SERVICE BETWEEN PROPOSED TRANSFORMER AND EXISTING VAULT. EXISTING VAULT TO BE REPLACED WITH HAND HOLE FOR POWER CONNECTION TO 351 RAINIER AVE. COORDINATE ANY WORK REQUIREMENTS WITH ADJACENT PROPERTY OWNER PRIOR TO CONSTRUCTION. COORDINATE CONDUIT SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. 11. APPROXIMATE LOCATION OF POWER SERVICE BETWEEN PROPOSED TRANSFORMER AND BUILDING. COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. 12. APPROXIMATE LOCATION OF GAS LINE RELOCATION. PSE RELOCATED LINE RECENTLY. SEE SHEET C3.0 FOR ADDITIONAL NOTES ON GASLINE AND POTENTIAL CONFLICTS. COORDINATE SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 13. PROVIDE POWER TO PROPOSED MONUMENT SIGN. COORDINATE CONDUIT SIZE AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS PRIOR TO CONSTRUCTION. 14. APPROXIMATE LOCATION OF GAS LINE RELOCATION. COORDINATE SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION, 15. CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO RELOCATED LUMINAIRE FROM EXISTING ELECTRICAL BOX. R CROSSING TABLE 0 Know what's below. p Call before you dig. 1 Dial 811 S-406303 ' _W-406304 R-406313 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SIN s\ % / i ` / �/i • 1% . % �S��NA��N�, ,5i��h� 2 J Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA98032 425.251.6222 barghausen.com RLH 1�=20' VE HORIZON CITY OF 'R R E N T O N Planning/Building/Public WorKs Dept. O o RECORD COMPOSITE UTILITY PLAN 0 FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.: 04249 12/19/2019 DLSiGNL_ JC F,ELDBOOK: PAGE DRAWING Nt DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ AEM I ONE NCH I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY C 10.0 REVISION CRJ SHEET: 18OF: 24 u� \■ 0 W m Q n O CV (N O N Q L� I 00 C3 / O 00 1-1 O O O 00 a w PAINT SOLID PAINT SOLID iv - m CV O RECORD CFA STANDARD DETAILS 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 7 SIDEWALK ACCESSIBLE PAINTED ACCESSIBILITY 4 2"X2" SQUARE C11.0 RAMP 6 ACCESSIBLE PARKING SYMBOL C11.0 NOTE: TUBING C11.0 SIGN IN BOLLARD BOLLARD 20SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH AWNING 24„ C11.1 30" VINYL COPY APPLIED TO THE FIRST I - 24" CONCRETE 7 RED SURFACE. Z I 1 - 1 I 6" DIA. SCH. 80 STEEL L J CURB &GUTTER C11.1 I in I I I 'REFLECTIVE' NOTE: PIPE BOLLARD FILLED - 10.39' I I COLOR VERIFY COLORS WITH LOCAL MWITH CONCRETE. MUNICIPALITY. v 30 STOP PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) v 9' EL C11.0 NOT TO SCALE - 1-4" -� 1-4" A° R NOTES: 2 DRIVE-THRU GRAPHICS 1. GENERAL CONTRACTOR SHALL REFER TO C11.0 CHIC A PARKING LOT STRIPING e NOT TO SCALE SPECIFICATIONS, SEE DETAIL C11.0 \ \ 1\ 2. CONTRACTOR SHALL USE WHITE NOTES: 60° PARKING 900 PARKING 1. GENERAL CONTRACTOR SHALL REFER TO REFLECTIVE PAINT ON ASPHALT & YELLOW CHICK-FIL-A PARKING LOT STRIPING e REFLECTIVE PAINT ON CONCRETE. SPECIFICATIONS, SEE DETAIL C11.0 **STANDARD PARKING STALL DEPTH FOR 900 PARKING SHALL BE 18' 2. CONTRACTOR SHALL USE WHITE MINIMUM WHEN NOT IN THE SAME ROW AS 600 PARKING. 600 PARKING STOP REFLECTIVE PAINT ON ASPHALT & YELLOW STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. BAR REFLECTIVE PAINT ON CONCRETE. NOTES PARKING LOT STRIPING SPECIFICATIONS: N 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT STANDARDS: 8" DIAM. EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. LENGTH VARIES a AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST, PAINT FULL LANE GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR WIDTH i� 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH OR SURFACE TEMPERATURES ARE BELOW 40°F. o APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A SHOWN ON THE SITE LAYOUT PLAN. GUIDE -ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: 0 4" PAINTED LINE (TYP.) 2^ CENTER "STOP" � 1'- _ 3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING AIRLESS IN DRIVE LANE LOT STRIPING SPECIFICATIONS. • PRESSURE 1800-2700 PSI 4" TYP. 14"R 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR • T PSE 0.015" 0.017" PAIN E D STRIPING ON ASPHALT PARKING LOTS. • FILTER 60 MESH • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL 3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL 5 CONTCTOR SHALLSTTRIPIINNGONCONCR TEEPA KIINGLOTOWREFLECTIVE PAINT FORS. VM&PNAPTHAR1K3 C11.0 NOT TO SCALE C11.0 NOT TO SCALE CONVENTIONAL 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT TO SIDEWALK. FLUID NOZZLE #68 • AIR NOZZLE INTERNAL MIX, #709 NOTES: NOTES: 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED ATOMIZATION PRESSURE 45-80 PSI 1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. FLUID PRESSURE 40-70 PSI CHICK-FIL-A PARKING LOT STRIPING e PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL C11.0 • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL SPECIFICATIONS, SEE DETAIL C11.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON VM&P NAPTHA R1K3 2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR • SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S 3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED. GRAPHIC IS NOT REQUIRED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS. • MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE Al 70 DEGREES F AND 50 % RELATIVE HUMIDITY PAINT WILL DRY WITH NO 0 M DRIVEL 1'-0" U-0" 1'-2" 1'-0" 1'-2" o M 1 DIRECTIONAL ARROW THRU 3"x3" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 0 WHITE PAINT CONCRETE BLACK 'REFLECTIVE' AFTER CURING AT COLOR ASPHALT LOCATIONS 12" GREEN 'REFLECTIVE' 4000 PSI COLOR CONCRETE 6 8"0 CONCRETE Z BASE r 9 A_ STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) RESER PARKING BLUE'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR R BLUE'REFLECTIVE' I COLOR WITH WHITEVAN - tO ACCESSIBLE 'REFLECTIVE TEXT' -I 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) (CIVIL TO VERIFY SIGN PANELS AND COLORS WITH STATE/LOCAL REQUIREMENTS) 4" THICK CONCRETE ° 1.5% CROSS SLOPE SIDEWALK SECTION 1:20 TRAFFIC PICKUP AFTER 20 MINUTES. MAX NOTE: MAX GENERAL CONTRACTOR TO RE -STRIPE THE LOT 45 DAYS AFTER INSTALL 1" TOOLED RADIUS ON ALL MINIMUM 1% SLOPE �• SF�cS �qq7 OPENING. RAMP EXPOSED EDGES SIMILAR AS AWAY FROM BUILDING. M/y TF FS (BEYOND) SHOWN ON CURB DETAIL MAXIMUM 1.5% SLOPE IN �70rti qt 5 STANDARD PARKING STALL RETAINING CURB (BEYOND) ALL DIRECTIONS AT C11.0 NOT TO SCALE CURB LANDING. �O�\N CONCRETE CONCRETE FLUSH WITH s" PAVEMENT SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 5t��\�, LIGHT BROOM FINISH MONOLITHIC CONCRETE COURSE (MIN) BASE -I 0 \� JP�\ 6 ACCESSIBLE RAMP (3000 PSI) **CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS** q GUTTER SLOPE SHALL NOT No, EXCEED 5% AT LANDING AREA. SECTION A -A / P WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT 4•• EXCEED 1.5% pRs LIGHT BROOM FINISH 6\'P\5��yp0 CURB & GUTTER 1 1.0 IF CHANGE IN DIRECTION OR IF s • BOTH RAMP CURBS TO BE RAMP EXCEEDS 30 FEET PAINTED YELLOW, SEE PARKING cJ LOT STRIPING SPECIFICATION C11.0 7 SIDEWALK ACCESSIBLE RAMP C11.0 NOT TO SCALE g NOT USED gq NOT USED C11.0 NOT TO SCALE C11.0 NOT TO SCALE SMOOTH TOOLED FINISH AROUND }" EXPANSION JOINT 4"CONTRACTION JOINT ALL EDGES AND (SEE NOTE #1)� (SEE NOTE #1) JOINTS (TYP) NOT USED NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com I, • •• •• f O• •hy •s• 1 ~. �. •. �••1 •• i •( w.� R•' s s{ �••• �. a .'R.• �. mot. I I 5'-0" (TYP) CIVIL TO MODIFY CONCRETE & AGGREGATE BASES PER GEOTECH LIGHT BROOM FINISH REPORT RECOMMENDATIONS** (PERPENDICULAR TO TRAVEL PATH) URETHANE JOINT SEALING 6"x6"x6 GAUGE WELDED COMPOUND WIRE FABRIC SEATED AND SECURED ON STANDS Z.11 3000 PSI COMPRESSIVE w STRENGTH CONCRETE iv iv MIX PER SPECIFICATION. (" CONTRACTION JOINT T" DECK-O-FOAM EXPANSION z 4" AGGREGATE (SEE NOTE #1) BASE COURSE JOINT FILLER W/PRE-SCORED STRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT 11 TYPICAL CONCRETE SIDEWALK C11.0 NOT TO SCALE NOTES: 1. JOINTS AT 5'-0" O.C. TOOLED }" 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. SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ 18" Circle WHITE REFLECTIVE' Left [Drive uilding LETTERS FOr urn -Thru FACE:ervice 3M REFLECTIVE COPY Only (#3272 RED)COLOR C F CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 18" WHITE 'REFLECTIVE' Right LETTERS Turn FACE: 3M REFLECTIVE COPY Only (#3272RED)COLOR R�eian D G RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) -I 1= 18" 30„ :I I I- _ BLACK I I I I_ REFLECTIVE' LI -1II « ' I -I 1=1II COLOR O NOT ,. ' • III=1 O N E D = I=1 1= N WAY WHITE M -III . " III -III REFLECTIVE' COLOR ENTER _� I I I tll 11=1 11=1 I•I I I III I• IIIII I II I I Ill llllllillllilllllI1 1IIII IIIIIIIII- - E H 2'4" ONE WAY SIGN DO NOT ENTER (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) BOLLARD MOUNTED SIGN DETAIL 6 DIRECTIONAL SIGNAGE C11.0 NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" g NOT USED C11.0 NOT TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK -OF -SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB BUILDING AND SIDEWALK JOINTS. BUILDING FOOTING. 4" 4" AGGREGATE - BASE COURSE MIN. *CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS** 7.0' MIN. SLOPE 1.5% MAX. 24" CONCRETE PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED SIDEWALK WITH CURB & GUTTER SECTION NOT TO SCALE �.RF5 JENS G pF W y� 'L o z ,p 47671 �c7s F01 S 1 ERF' s/ONA L F -51 SCALE: VERTICAL: NAVD 1988 N/A / HORIZONTAL: NAD 1983/1991 CITY OF RENTON • I ONE INCH Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0® Know what's below. p Call before you dig. 1 Dial 811 T- 406301 R- 406314 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: RECORD CFA STANDARD DETAILS F12/19/2019 0 FOR PAGE: CHICK-FIL-A RENTON DRAWING NO: ® 375 RAINIER AVE S RENTON, WA 98055 C 1 1 .0 STORE NO.:04249 SHEET:19 OF:24 0 rn 00 i U) 0 i rn 00 i 0 0 0 00 u� Ell J J Lw m Q 7E O N O N UJ 3 Q L.� I 00 U) N 0 / rn 00 O O O CO O_ w TACK COAT (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE GEOTEXTILESUBBAS FABIRC � SEE NOTE #E 7" THICK AGGREGATE BASE COURSE EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE IF PRESENT ON -SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. 21 TYPICAL ASPHALT SECTION C11. NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHOULD BE 7" GRADED AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5" ASPHALT PAVEMENT SURFACE COURSE TACK COAT. ASPHALT PAVEMENT REQUIRED AT ALL JUNCTIONS WITH CONCRETE AND BASE COURSE f "PAVEMENT =III-III-11 THICKNESS SEE NOTE #1 I I-1 I a 1_11 la 12" 1A PAVEMENT EDGE DETAIL C11. NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND N SECURED ON STANDS x 2.•' • ♦ TEE'^ j •f� X }+ io w• •r • r • �• �• 4" AGGREGATE BASE COURSE SEE NOTE #2. U H O rn C7 0 w U)IYO z Q�w H FOOU EL w w w o u (If (If SUBBASE SEE NOTE #1 GEOTEXTILE FABIRC JIVVf\LIL_ rP•%VIIVV LJf\IVL-II If\V LrN NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE VERTICAL SAW CUT URETHANE "WIDE (MIN.) JOINT SEALING COMPOUND (TOP 1 NO SEALING COMPOUND) - d a a a d d e • e • e • d d A. r a I -III- I I -III -III -III -III -III -I I I- i #3 BARS ON 18" CTRS. BOTH SUBBASE WAYS SEE NOTE #1 GEOTEXTILE- FABIRC NOTES: 1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS 28 CONTRACTION JOINT C11. NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 4000 PSI COMPRESSIVE STRENGTH CONCRETE WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN" FROM TOP. �! '1 .: �; •' t '. as ': .: .• � '� t SEE PLAN FOR SLAB / SUBBASE THICKNESS J// SEE NOTE #1 GEOTEXTILE FABIRC TRANSVERSE AND LONGITUDINAL 22 CONTRACTION JOINT C11.2 NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. GEOTECHNICAL ENGINEERING REPORT JOB NUMBER: 81185084 DATE: 06/21 /2018 4" AGGREGATE BASE COURSE SEE NOTE #2. 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. #3 @ 12" ON CENTER EACH WAY GEOTEXTILE FABIRC SUBBASE SEE NOTE #1 NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE NOT USED NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com RECORD CFA STANDARD DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON JOINT SEALANT SAWCUT EXISTING ASPHALT (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED EXISTING ASPHALT PAVEMENT ASPHALT PAVEMENT 23A BUTT JOINT C11.2 NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE URETHANE JOINT SEALING COMPOUND PLAN FOR SLAB4 DOWELED CONSTRUCTION JOINT THICKNESS 4. iPROPOSED PAVING• +' . •. EXISTING PAVING �• SUBBASE SEE NOTE #1 4" GRADE A36 STEEL DOWEL 14" GEOTEXTILE LENGTH, 12" O.C. SPACING, FABIRC GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL 23 DOWELED CONSTRUCTION JOINT C11. NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SAWCUT FULL = DEPTH & CURB O & GUTTER LU O z 0 O LU W 0 24" LUI RIC O z r- QNO U SEALING � F COMPOUND _.a� w ww Un � � o •. '•x ♦ PROPOS D •i • AVING V-3" MIN. #3 BARS ON 16" ON CENTER EACH WAY LUBRICATE 4000 PSI COMPRESSIVE STRENGTH CONCRETE ASPHALT PAVEMENT AND BASE COURSE 43 @ 12" ON CENTER EACH WAY „PAVEMENT ''t : ..• • !� a.• .♦4; .r f m ♦• .♦ THICKNESS 'f•. ♦ ti ♦ - f -III-III-11 � 12" 9" CONCRETE APRON -6" SUBBASE SEE NOTE #1 6" AGGREGATE BASE COURSE SEE NOTE #1. #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE TRASH ENCLOSURE NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. o CURB SOLID 4" STRIPE ON ENDS C 1 4" WIDE STRIPES @ 3' O.C. z = � YELLOW o J Z7 GREFLECTIVE mom* PAINT WITH ANIT-SLIP o N 4 C M ADHESIVE. ORDER POINTS • O a } N � -i p SOLID 4" STRIPE ON ENDS 70 G �9 70 m �N 27 ORDER POINT STRIPING C11. NOT TO SCALE ATED SMOOTH NO. 8 DOWEL BAR VERTICAL SAW CUT j" (MIN.) 1 URETHANE JOINT SEALING COMPOUND ♦�• XISTI• ♦•• ' t' P ING.t t EPDXY DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED & EPDXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4. PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 3o LONGITUDINAL BUTT JOINT C11.2 NOT TO SCALE SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM N0. REVISION BY DATE APPR APPROVED: CRJ SCALE: L d- x d e $ #3 BARS ON 16" ON CENTER EACH WAY 24" LUBRICATED NO. 8 SMOOTH DOWEL URETHANE JOINT SEALING COMPOUND a e b.y I 1 a 2" (MIN.)" a 1-"'7 a 714" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. LUBRICATE THIS END OTHER CFA APPROVED MATERIAL NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE 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 24'X24' (EVERY OTHER JOINT) 31 EXPANSION JOINT C11.2 NOT TO SCALE / N/A I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON VR Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 t/ T- 406303 R- 406316 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: RECORD CFA STANDARD DETAILS F12/19/2019 )fla FORPAGE: CHICK-FIL-A RENTON DRAWING N0: 375 RAINIER AVE S RENTON, WA 98055 C 1 1.2 STORE NO.: 04249 SHEET: OF: 24 rn co 5) O / 00 / O O O O 00 RECORD CONSTRUCTION DETAILS J w m Q 0 N N O N \_ rsl 0 I I`7 00 0 00 In CD CD O 00 w C-0 FOR 0 HI K-FIL-A RENTONC C SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LU RAISED EDGE DETAIL v 0, LEVEL 1!T E]iTE/r6 SIDEWALK TRONOVERSE 1' . W I . or &r pNi PREMOLDEGA)wT FILLER 112" iINI A. 1 JGINIS TO IRCJ.IIDE RAISED EDGE 1YPIDAL WHERE APPLICA1 -1 Rol, clan s p } mP r 1 1 Ir!' N A. FOR CLIR'ODETAIL$ .'. 4 HFE ST ❑ PLAa lO+ " 1•PFA R • . , ��qp�', `1 r •• sTINc RaAowAY W. ROCK •SIDEWALK �RusHEo SEE W41SED IF V -a'. DETAIL - THIS THE TYPICAL TINDER CRUSHED SIRFACIN0 TOP CO,1ReE SIDEWALx ALLCUr IN. I•u+'A;:I TO 9iR 00TDIFIEO PR FOR woPEe7 BY WITH RAISED EDGE tuNLESe REKKJIPCAL WAVEDrL DILGIN-CEa ourrER SIDEwnLlr. csrc UNDER S CURS 4 ovrTER TO eECTHKXWSBOR r - + I^ H �p �i,Q� MATOt ExIBTING ROADWAY CRUSIEO kQrX � OREAYER {fYP FOR LURB iHOV17ERI I FINISHEDORADE1.ONEELDW' rOP OF OmcRm SUREAGE x-a SIDMALK AaalACElilSbi.LIHe r-a r.a yl r (m A rrrP, Tsr 1 STUD Firm E vi SIDE -- - „ .T- eRoaE OR PEDESTRIAN AR �e►' � i PST GUTS ADJACENT TO CURS pRyaC, -,U SmETARIx my 1LTo R mi RTFEPFILLALOPEs1 00NIALACT PLAN Au DR adonis P 1 I 1r1 (M1 R. [TIP, � i ISIDEWALK FLU" f1'J4M i VERTICAL WALL- .. - " �•;nY 1 WE atim 1L' EY1 lER , JOINT rill -ER ADJACENT TO CURB AND RAILING OR WALL PRE tlLOED JOIN FILLER FOR 84DE rREArMrrslDcwALR BUFFERSTRIP SIDEWALK ADJACENT Tp WALL DETAIL SIDEWALK MEE NOTE im SECTIONS 1r1'{IN}R 1 a r P I FOR CURS DETAILS a ,.ex - Y 1.5IL MIH r SEE SiD PiA1Y 707 71I� f OR . msn oR HATCH nosnrlK;TROWELED 7R�VE PPIMMETER FINISHED cRAtlE }' (RILEj eEiOW TOP Dfr @ SURFACE Fop PLAI1THlO-FLUSH IF PAD Y CEMENT LONCRETECURe 1k. 5A.`-..� ~ •.., {CURS NIO GUTTER $FIOWNI ADJACENT TO R UFFER STRIP FOR CURB DETAILS �• ' �� `�} eEESTOPLAa10+ • �, d' TIg•Ta ' r 1N NOTES C >> t Farr r/M of 1M edagoI nAdsl Ytai T s be ms ae peae1 � w eocr+La Cx , aGKxrNI[�r rvlM ' aM d 1axDCm tdo rove W and Isor¢arrdl abeSl.dion. CrrugE, =11 Cahn. Ji■71Libn Br�les. FLIT A, r�rNNraTK lls/r.leosr, • - Cabls V&Am. PLA Flans am Saw cumxo1aIfEA+ on WORM r1am a m toIm W M pylerlelk =_r , ar C CDMTRACTXN JOWL +toy¢ IM r4i>�, IrIH w�4c•, ar,a 1Tlalrll pmde of tn• sdewak ^1 JOINTAND FalltllFi DUAL • a L 66WX W16C car Ir�q J uN Sta LYPb and i lb .•� . 7aeeylslR 1/+IVI permmed NLIISEr For other referenced 140TUm � DOLmuglim WNeA n STD PLAN 104 2 . ■ .W0010elaWait r,.L�.arul ■ IAorgea,t[ raw Ca,Ens// CLIt6 Bell f pr 1LRaOr ORE JdNT FZy ER SSErIsalO Flan F•]0.1@•OLi. Paved SUrrom Mud ON"* With V- FVLL-flEs'i'17 STD FLAN 102.1 eaapp6mbie. 3. cmarhteba4,$00?U EXPANSION JOINT - SM. PLAN 102 PUBLIC WORKS CEMENT Cl1�MCRETi! I ,f,l;, :, DEPARTMENT SIDEWALK «WE CITY OF RENTON SIDEWALK DETAIL NOT TO SCALE #3 REBAR @ 18" O.C. (V #3 REBAR @ 18" O.C. (H CONTINUOUS LOCATE P BARS MIN. OF 2-1/2" CLE FROM FACE OF CONCR 2" EXPANSION JOINT PER DETAIL THIS SHEET 18" STEP CURB DETAIL NOT TO SCALE FACE OF CURB �81R'-r $1rr 11 1 r2' R. ~ ~ 1' R. 124 + + TOP OF IZR. ROADWAY 7_v ' m i t V r ' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PIN AT S40EWALIL RAMPENTRANCE 1;12 124 TOP OF 1Ir R P40A01MAY me 7 1'6' - DEPRESSED CURB SECTION AT SIDEWALK RAMPS • . are• FLLER E FULL-D"TH EWANSIOIIJOINT @" CEMENT CONCRETE 1•R SIDEWALKS RAMP VARIES OR LANDING FROM i S'TOO 8' f 3W PRIEMOLDED JOINTFRLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE CIF ADJACENT CUR$ ,Btr2«' SEE DEPRESSED CURB DETAIL THIS SHEET 1;24 TOP OF 1 1 1• lr2'R. ROADWAY T i f Eai I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SE E STD PLAN IOA.2 FACE OF CURB FACE OF ADJACENT CURS GLITTER SURFACE {+ IP2'�� 51T1 1- 1 rP R. I' R. I L TOP OF m ROADWAY f I aim, CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1 See starwaro plane 102 orM 101.1 For curb expansion sm contraction pint specng. 1 Lyr.nsan,or.T sh�i Me I+a Bares 71a' IR] wp•+dlEd laI'+1 �* 3 Far Depesseo--� awa.r.y Cuts S Oulu Saecor+. see slan�b ,Lx 2 STD. P1&H - 101 PUBLIC IYOCEMENT CONCRETE CURBS DEDEPARTMENTNT 1vT CITY OF RENTON CURB DETAIL NOT TO SCALE 1"R �1 /2" R LANDSCAPING ; - __ NEW PAVEMENT /J10 NOTE: SEE GRADING PLANS � I FOR FINISH PAVEMENT GRADE a °' a 7 3/4" EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB s SAIL "Dte E NjMI _ {SEE NOTE N IIEE NOTE q T OF PAVED LmyF r- DANEId REc= Lr•rvrroF. vow*m+a - 18e� waE srD ■,.N ae opIOETE L � 1 1 SCE rIDtE s \ T SEE NOTE r NWFWITHIe N ALO■lIM.I - e CF.NEHr CDaCPET6 J cuW40 EGUrRreRs - ]a•GONrNg8te RJOLT—MI ISLE sra vuN+D=I PLAN VIEW (TYPE [1 SHOWN c14 a aCwx swl.AM „OTEA rwEs ` - a>x Awl saLr4le•mas �, +vNlu /r1eNWx SECTION OA m•MIn ` 3U'E]VAa•gN,aWijrW.l reFs NrD. sLAN IPn II!'RIMI II.1 nI1t CRENLE f15l OPF LL,k ' Wf.E4. a4w,'� Fi ORruEWAY WI uIE XD■E pi&imE SHOWN ex—,wimno] IIN f.SLA - n a _ NIAATNe .• _ wan __ --- - t o•r•wr ru rl HArrE- - 'AOE4•tE4 i■EE NOTE Tl CONNT coilomm FLAK IN.h rES s.r S-D. PLJAr'r I w . 8 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1, C2, C3, and C-MAX 6" WIDE STEEL TROWEL FINISH (3) #4 CONTRACTOR TO SET REBAR ON DOBIES PRIOR TO POUR o00 0 Og FLOWLINE OF CONCRETE SWALE/00 T' SUBBASE SEE NOTE #1 M. PLAN - 104 ' PROYED: CEl EIOT mil L•'TE SIDEWALK . - \' F r t�nlElrr cadCRETE TTER �TEexia 0EPRFWO MDNOLJTKC CAfffi i aU TTER ME DETAIL 7+eB 51EM TYPE C78 - JSOMETRiC VIEW (COMMERCIA! •W H SUFFER) NOTES 1 When a drir,awiy wxhh exceeds 15 fce„ ❑Dns"ct a full depth axpenelon Joint welt'Mr joint RNar along Ill d11VtrAay Lana IViSn FANOSlid (Soo IFW- plan 1D2j- Corretrlltt 0"itrIon jD�na PUMAA li WRh Dlc cerlfedre ae mqulfmd et 15' m"murn spa: Lng when *Tvoway ca *Ric-•PNnNr n � am 1rIa1 1 widths exwW 37. 2 See vW. piarl 102 For oldewalk dolnlls R r 3. Curb and gumu shown, alher curb deslpr>s rr+ay t/e ■ped8ad. .. 4 i � I f - Sao sw plan 101 k1Fcurb 6ahrilisIF 4 N[Tl used. j -+ 5. The arlylrI;m will deelfpn loll driveways W Include devuUws at ell Slott DIMIlM,LYSOrdfplgaNLaePAeelaK points msfked wkh symtW X'. All eWivAons ire at the back of JnaTaSEeeLesllaLtas•riK curb top on UOM Stela. DE317�IES9Efl momouTm cm 17urnmORAL 6 Nlxl used 7 For Drivewery W kIthe See DRIVEWAY STANDARDS (See NOTE 10). The eypwism)wTle (Sae ss'� ptan 102) shell be speced as shown In the owUpaMing Itld WiiC New, B Slopes Shell comply with mcV ions R303ZI or R3C3.2.2 or FACE DF ADJACENT Iran IRNW.3 of the Revisal Dish Gutdelifics far ACocmIbla Public Highlsa[ wry Df Navemlrm 23, 20DS (PROWAQI. 9. Clad rahJms for any Type C-MAX Urtvewey may be apWvved an a 030041-Cs" Mails r R - 7`4 '---CW1'[RSLFRFACE 1' 4 10. STREET STANDAROS s 11en10 n My ranPa! Code [RIrICS - Tn3e IV Derdopment Resurinons CHAtr1Elt 6 51 ME I AN D UTFLRY STAN DAREIS Sedlan4-is0 tSMCTSTarlDARos DEPRESSED CURB DETAIL A T R1e$ IDE P41 LS` OR COME RCULL DR! VEWAY 5, AN D ALLEY 5 DRIVEWAY STANDARDS IF Menton murJc4mI Case (RIM C) _ TWe lV Developrelent Resutetlom Drivewiry Example: TYPE C1B L i CHAPTER4 R:ae.adendel c•Camnrdw UrY-WI PE PROPERTY DEVELOPMENT STANDARDS N gne ■r of LW All. Sef lbrI44-M PARKING, LOADING AND CgrVEWAY {Ls"e 017 REGULATIONS B`$9 Ss i1 a:sni•1 o auE /r I i' ?BLlC RORI. CEMENT CONCRETE DRIVEWAY SM. PLAN - 104.2 1, "EPA17f1(EZ~': ENTRANCES - NOTES AND DETAILS CITY OF RENTON DRIVEWAY DETAIL (3) NOT TO SCALE SLOPE PER PLAN SEE PAVEMENT EDGE DETAIL 21 A/C4.2 (TYP) -c- —10" THICK 4000 PSI °vC Oo ° COMPRESSIVE STRENGTH D� c o 0 CONCRETE MIX PER SPECIFICATION. 4" AGGREGATE BASE COURSE SEE NOTE #1. CEMENT CONCRETE SWALE NOT TO SCALE C11.4 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 Ba rg ha usen IncSURVEYED: RLH Consulting Engineers, c• DESIGNED: JC DRAWN: CMS 18215 72nd Avenue South AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM Kent, WA 98032 425.251.6222 barghausen.Com NO. REVISION BY DATE APPR APPROVED: CRJ SCALE: VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CURB sa rMU dNCLJCei e00esrAL9 MAIR1 - F MIN T vArlr„ �6E# wen.'hrr +/LF OF PA SO j AY'EIIPAMF Ft_AN Ion ll•F3TH6LR JOI.i r.vi GFS'CKT .SEE iT� FA.AN IdJ � ' . '�� Ii�lTD hAaf al CYr1CIETE e« YA,J• I s r iilarLTgN JCIIIR 1 7 xl l•gTC, RALP W" Im tv { e l cuiI.R a -- sr LOrrinAepCw laelr RkP.! L6LE /m PLu/,gJ1 PUN VIEW {TYPE C1 SHOWN. Gt a C] i CMAx SIMLARI {SEE M9TE 9: +.lust --ikYF196'T"9' - ■ LL r.,Aw IT •r•A F jTTR i {r.•1�- J L ` a•Nw��• T�'�`�- � � ,r rF ak!!!ss[o dwiaa,eNa l Sil4llF dVA+es'i � M �iAarea _ - SECTION ! A 4/1 eY_; i:t .W�711rt1►, .`y _ ER�.F.K IMOT1r Lt4 Od Fl11E1C! W LD■{l/1► _ • . " \' � Z - `� �. __. � , .erAewArw�A4r:,.k care m.nrk s.dNuuwwalu•Or `l +fti a r `0 Nr'1„M tewOOLAFTIp. --� s-Fi ForMOTIES Bea STD. PLAN 104-2 � STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ST �' fD i DEPARTMENT ENTRANCE -TYPES C18, C20, o C30, and C-MAX13 (WITH BUFFER) a a 1 GRADE ° 4 a a PER PLAN ASPHALT PAVEMENT CEMENT CONCRETE CURB CUT NOT TO SCALE 5 wJEy Sc`� i Q � P� CP z �NALTE�tJG��, tit -51,��I Adoftk CITY OF RENTON V'R vugv Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 R — 406 318 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 12/19/2019 RECORD CONSTRUCTION DETAILS FIELDBOOK: FOR PAGE: CHICK-FIL-A RENTON DRAWING N0: ® 375 RAINIER AVE S RENTON, WA 98055 C1 1.4 STORE NO.:04249 SHEET: 23 OF: 24 RECORD CONDITIONS OF APPROVAL IT 0 i 00 n cn 0 / rq 0 OJ / CD CD 0 00 i n w co FOR 0 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 CONDITIONS OF APPROVAL: THE CHICK-FIL-A SITE PLAN, FILE NO. LUA18-000619, ECF,SA-A,MOD, AS DEPICTED IN EXHIBIT 3, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS 1. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED FEBRUARY 4, 2019. a. THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY TERRACON CONSULTANTS, DATED JUNE 21, 2018, AND ANY UPDATED REPORT(S) ASSOCIATED WITH THE BUILDING AND CONSTRUCTION PERMITS TO ENSURE COMPLIANCE WITH THE INTENT OF THE INITIAL REPORT. b. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). c. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. d. THE APPLICANT SHALL PROVIDE A PROFESSIONAL ARCHEOLOGIST ON -SITE TO MONITOR ALL GROUND DISTURBING ACTIVITIES AND PROVIDE THE OPPORTUNITY FOR CONCERNED TRIBES TO HAVE A TRIBAL MONITOR ON -SITE. GROUND DISTURBING ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO GEOTECHNICAL TESTING, CONCRETE REMOVAL, UTILITY REMOVAL AND REPLACEMENT, AND BUILDING EXCAVATION. THE ARCHEOLOGIST SHALL PREPARE A MONITORING REPORT TO BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AND DAHP PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. e. THE APPLICANT SHALL COMPLY WITH THE REVISED TRAFFIC AND PARKING MANAGEMENT PLAN COMPONENT OF THE TRAFFIC IMPACT ANALYSIS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST DATED JANUARY 4, 2019, AND ANY UPDATED REPORT(S) ASSOCIATED WITH THE PLAN'S MONITORING ELEMENT TO ENSURE THE RESTAURANT'S VEHICLE QUEUING DOES NOT ADVERSELY IMPACT RAINIER AVE S. f. THE INITIAL WEEKLY COORDINATION MEETING WITH THE APPLICANT AND RENTON POLICE DEPARTMENT SHALL OCCUR PRIOR TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 2. THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES A LANDSCAPE PLANTER STRIP CONSISTENT WITH THE SITE'S EXISTING FRONTAGE WITHIN THE DRIVEWAY THAT WILL BE REMOVED. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT ALSO PROVIDES NATIVE CONIFEROUS TREES AND OTHER NATIVE VEGETATION WITHIN THE STREET FRONTAGE/PERIMETER PARKING LOT LANDSCAPING SCREEN. THE REVISED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES SUFFICIENT GROUNDCOVER PLANTING RESULTING IN 90-PERCENT COVERAGE WITHIN THREE (3) YEARS OF INSTALLATION IN THE STREET FRONTAGE LANDSCAPE ARE ALONG RAINIER AVE S AND INTERIOR PARKING LOT AREAS. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com NO. 5. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT CLEARLY IDENTIFIES THE TOTAL SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING WITHIN AREAS DIMENSIONED AT A MINIMUM OF 8-FEET BY 12-FEET. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT REVISED TREE RETENTION PLAN AND UPDATED ARBORIST REPORT WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT ALSO CONSIDERS THE RETENTION OF ALL FIVE (5) SIGNIFICANT TREES AND ARBORIST RECOMMENDATIONS FOR BEST PRACTICES FOR CONSTRUCTION ACTIVITIES THAT WOULD OCCUR WITHIN THE DRIP LINE OF OR ROOT ZONE OF THE TREES. THE REVISED PLAN AND UPDATED ARBORIST REPORT AND ANY CHANGES TO PLAN/REPORT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN AND LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT IDENTIFIES ALL SURFACE MOUNTED UTILITIES WITH LANDSCAPE SCREENING, FENCING, OR COMBINATION OF BOTH. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 8. THE APPLICANT SHALL OBTAIN LOT COMBINATION APPROVAL FROM THE CITY TO REMOVE THE INTERIOR LOT LINES OF THE SUBJECT PROPERTY RESULTING IN A SINGLE PARCEL FOR THE DEVELOPMENT. THE LOT COMBINATION DOCUMENT SHALL BE RECORDED WITH THE KING COUNTY RECORDER'S OFFICE PRIOR TO THE ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 9. THE APPLICANT SHALL SUBMIT A PARKING AGREEMENT WITH THE RENTON CENTER SHOPPING CENTER WITH THE BUILDING PERMIT APPLICATION ALLOWING USE OF THIS PORTION OF THEIR PROPERTY FOR PARKING. THE APPLICANT SHALL ALSO ENSURE THAT THE REMOVAL OF THE INTERNAL LANDSCAPING AREA IS EITHER REPLACED WITHIN THE SHOPPING CENTER'S SURFACE PARKING LOT OR FOUND NOT TO BE NEEDED TO COMPLY WITH INTERNAL LANDSCAPING REQUIREMENTS AND THE PEDESTRIAN CONNECTION IN AND AROUND THE INTERNAL LANDSCAPED AREA IS MAINTAINED. THE PARKING AGREEMENT, RELOCATED INTERNAL LOT LANDSCAPING (IF NEEDED), AND PEDESTRIAN CONNECTION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 10. THE APPLICANT SHALL REVISE ALL PLANS WITH THE BUILDING AND CIVIL CONSTRUCTION PERMITS TO INDICATE THE DRIVEWAY ALONG RAINIER AVE S IS NO CLOSER THAN FIVE (5) FEET TO THE PROPERTY LINE, UNLESS A DRIVEWAY MODIFICATION IS REQUESTED AND APPROVED. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT AND CIVIL CONSTRUCTION PERMIT ISSUANCE. 11. THE APPLICANT SHALL SUBMIT REVISED SITE AND LANDSCAPE PLANS MEETING THE BICYCLE PARKING STANDARDS OF RMC 4-4-080F.11.B ALONG WITH A DETAIL SHEET IDENTIFYING THE BICYCLE RACK SPECIFICATIONS WITH THE BUILDING PERMIT APPLICATION. THE REVISED PLANS AND RACK SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 12. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDE A VISUALLY PROMINENT AND PRIMARY ENTRANCE ON THE CORNER OF RAINIER AVE S AND RENTON CENTER WAY SW. FEATURES TO INCORPORATE INTO THE PRIMARY ENTRANCE MAY INCLUDE LARGE ENTRY DOORS, EXPANSIVE GLAZING, WEATHER PROTECTION, ROOF EXTENSION, ORNAMENTAL LIGHTING, AND OTHER HUMAN -SCALE ELEMENTS THAT CONVEY THIS ENTRANCE AS THE PROMINENT INGRESS/EGRESS FOR THE RESTAURANT. THE REVISED ELEVATION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. AS -BUILT PLANS REVISION 13. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT CLEARLY IDENTIFIES THAT ALL PUBLIC ENTRIES WITH CONNECTION TO THE STREET PROVIDE WEATHER PROTECTION EXTENDING AT LEAST 4.5-FEET FROM THE BUILDING. THE REVISED ELEVATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 14. THE APPLICANT SHALL SUBMIT A REVISED REFUSE AND RECYCLING PLAN WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES A ROOF AND DETAIL SHEET OF SELF -CLOSING DOOR MECHANISM. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 15. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES A DIRECT PEDESTRIAN CONNECTION WEST TO THE EXISTING SHOPPING CENTER'S PEDESTRIAN CIRCULATION SYSTEM AND PEDESTRIAN PATHWAYS FROM THE SITE'S PARKING LOT TO THE BUILDING ENTRANCE. THE PATHWAYS SHALL BE DELINEATED WITH A CONTRASTING MATERIAL OR TEXTURE FROM THE PARKING AND DRIVE AISLES. THE REVISED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 16. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES PLANTERS AND/OR HANGING FLOWER BASKETS OR OTHER ARCHITECTURAL PLANT RELATED FEATURES AT THE BUILDING'S ENTRIES. THE REVISED PLANS SHALL ALSO INCLUDE DETAIL SHEETS WITH SPECIFICATIONS FOR THE ARCHITECTURAL ELEMENTS USED TO SUPPORT THE VEGETATION. THE REVISED LANDSCAPE PLAN AND DETAIL SHEETS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 17. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES WEATHER PROTECTION SPANNING A MINIMUM OF 75-PERCENT OF THE LENGTH OF THE EAST AND SOUTH FACADES AND EXTENDING AT LEAST 4.5 FEET FROM THE BUILDING. THE REVISED ELEVATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 18. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES TRANSPARENT WINDOWS AND/OR DOOR AT LEAST 50-PERCENT OF THE EAST FAQADE BETWEEN FOUR (4) AND EIGHT (8) FEET ABOVE GROUND. THE REVISED ELEVATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 19. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES ADDITIONAL ROOF ELEMENTS THAT IS PROPORTIONATE WITH THE SIZE AND SCALE OF THE BUILDING AND RESULTS IN A ROOF LINE THAT DOES NOT APPEAR FLAT. THE REVISED ELEVATION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 20. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN WITH THE BUILDING PERMIT APPLICATION THAT INCLUDES AT LEAST ONE ADDITIONAL EXTERIOR CLADDING MATERIAL SUCH AS HORIZONTAL WOOD SIDING OR OTHER COMPOSITE MATERIAL THAT COMPLIMENTS THE BUILDING AND IS PROPORTIONATE TO THE AMOUNT OF BRICK AND STUCCO THAT WOULD BE USED. THE REVISED ELEVATION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 21. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD PROVIDING SAMPLE MATERIALS AND COLORS FOR THE BUILDING EXTERIOR CLADDING. THE MATERIALS BOARD SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. SURVEYED: RLH I SCALE: DESIGNED: JC DRAWN: CMS N/A ONE INCH MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: CRJ SCALE ACCORDINGLY 22. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. THIS PLAN MAY NEED TO INCLUDE PLAZA LIGHTING FEATURES TO ENSURE PUBLIC SAFETY DEPENDED UPON THE FINAL PLAZA DESIGN. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 23. THE APPLICANT SHALL SUBMIT A PEDESTRIAN PLAZA PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES PEDESTRIAN AMENITIES SUCH AS LIGHTING, SEATING, TRASH RECEPTACLES, PLANTER POTS, AND OTHER STREET FURNITURE AND REDUCES THE SIZE OF THE BIORETENTION FACILITY, OUTDOOR DINING AREA, AND GROUND LEVEL LANDSCAPING. THE PEDESTRIAN PLAZA PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 24. THE APPLICANT SHALL PROVIDE A DECORATIVE OPAQUE FENCE OR WALL THREE (3) FEET IN HEIGHT BEHIND THE PERIMETER LANDSCAPE SCREEN ALONG RAINIER AVE S. THE FENCE AND DESIGN DETAIL SPECIFICATIONS SHALL BE PROVIDED ON THE DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. RF5 JEN� G pF W y� ti z ,p 47671 O s F01STERN s/0NA L VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF %R] RENTON vkav Planning/Building/Public Works Dept. 0® Know what's below. p Call before you dig. 1 Dial 811 R - 406 319 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD CONDITIONS OF APPROVAL 0 � FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 6.408-_ STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: C12.0 SHEET: OF: 24 24 LANDSCAPE NOTES AND REQUIREMENTS co co w I — a LIST OF LANDSCAPE ABBREVIATIONS ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL DOCUMENTS B&B BALLED AND BURLAPPED BC BOTTOM OF CURB BW BOTTOM OF WALL BOC BACK OF CURB CAL CALIPER. PER CITY OF RENTON, CALIPER SHALL BE MEASURED AT 4.5' ABOVE GRADE. SYNONYMS: DBH. CIVIL CIVIL ENGINEERING DOCUMENTS CONT CONTAINER CY CUBIC YARDS DBH DIAMETER AT BREAST HEIGHT DEMO DEMOLITION DIA DIAMETER DT DROUGHT TOLERANT DTLS DETAIL DRAWINGS ESMT EASEMENT ELEC ELECTRICAL DOCUMENTS EX EXISTING FOC FACE OF CURB FT FEET GAL GALLON HT HEIGHT LF LINEAR FEET LIM LIMIT OF WORK MAX MAXIMUM MECH MECHANICAL DOCUMENTS MIN MINIMUM NIC NOT IN CONTRACT OC ON CENTER OAE OR APPROVED EQUAL P&P PRESERVE AND PROTECT PA PLANTING AREA PH PHASE POC POINT OF CONNECTION PRECON PRE -CONSTRUCTION PROP PROPOSED PT PRESSURE TREATED REP REPRESENTATIVE REQ REQUIREMENTS SPEC SPECIFICATIONS SF SQUARE FEET TEMP TEMPORARY TC TOP OF CURB TP TREE PROTECTION TW TOP OF WALL TYP TYPICAL UON UNLESS OTHERWISE NOTED WD WIDTH Know what's below. Call before you dig. Dial 811 FOR CH1CK=FIL=A RENTON 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 90-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. 60-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT FIVE (5) COPIES 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. 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 WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX 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. ROOT BARRIER: DEEP ROOT PRODUCT #UB-18-2, OAE. INSTALL BETWEEN ALL TREES PROPOSED TO BE PLANTED BETWEEN FIVE (5) AND TEN (10) HORIZONTAL FEET OF UNDERGROUND WET UTILITIES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 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. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. 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. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. Ba rg ha usen SURVEYED: RLH SCALE: Consulting Engineers, Inc. DESINED: JLB N/A 18215 72nd Avenue South DRAB'` JLB ONE INCH Kent, WA 98032 3 RESPONSE TO CITY COMMENTS JLB 11/12/19 JLB CHECKED: JLB Ar ruu SCALE iP Not ONE INCH 425.251.6222 barghausen.com NO. REVISION BY DATE I APPR A a JLB SCALE ACCORDINGLY 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. R-406320 ,,v ��E� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CURRENT PLANNING uO'% ry / 0 Matt Herrera 01 /07/2020 �®. 1 95 D C x? NOT FOR CONSTRUCTION ° +" 1%3/1 " CITY OF 1%m97 RENTON U'R Planning/Building/Public Works Dept. LANDSCAPE NOTES AND REQUIREMENTS 0 D FOR CHICK-FIL-A RENTON 375 RAINIER AVE S, RENTON, WA 98055 6.1111110"_ STORE NO.:04249 11/18/19 L1 I I LU 1 PROP LINE, TYP �1 1 TRASH ENCLOSURE 1 ' 1 pE� SEWER ESMT 1 0 PRESERVE AND PROTECT 20" ACER RUBRUM 20" ACER RUBRUM, TO BE REMOVED \0. Know what's below. p Call before you dig. 1 Dial 811 �r• 00 1 TREE RETENTION AND REPLACEMENT PLAN FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON V GAS ESMT \ \ \ e \\\ SLOPES & UTIL ESMT \ e , e ° \ 4 00 G \\ FIRE HYDRANT, TYP p0 \ p° \ / \ \ ° ° \ D e .D a '°. 4 \ ° D . e ° ° \\ d D \ V" ° D p .° \ O e ° e •0 e e \ 4 0- O O a • e `\ EXISTING °. D ..'t;,. ♦ ` STREETSCAPE °°• d ' \\ TO REMAIN \ POWER ESMT 00 ° \ ° \\ Y l TEL ♦ \\ WALL PER 4. e. CONDITION #24. •D SEE STRUCT ° PLAN SHEET ° A4/S303 AND 6" DECIDUOUS • ° GRADING PLAN TREE TO BE SHEET C4.0. RETAINED ' D V e . • : D ° • • °• d •, . d \\ 12" ACER o ° ♦ \\, RUBRUM, TO ° ♦ \ BE REMOVED D / / ° °' • ° ' \\\ 6" DECIDUOUS e 6 ' TREE TO BE DRETAINED ' ' �°'•°/ / D ° a POWER ESMT '114� e Nb �e1 V1113 0G �\ 0 M gip / 1 ° 1 1 I d I 1 /� , D D . GAS ESMT ftS' d D SETBACK LINE, TYP 8" ACER RUBRUM, TO BE REMOVED O ACER RUBRUM, TO TO BE REMOVED d� CJ � 60� ' ti0 r Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 3 425.251.6222 barghausen.com No. RESPONSE TO CITY COMMENTS REVISION TREE REPLACEMENT SCHEDULE TREES BOTANICAL / COMMON NAME ACER CIRCINATUM / VINE MAPLE +* E MULTI -TRUNK SPECIMENS ONLY. CONT. SIZE WATER USE ORIGIN FOLIAGE QTY B & B 6' MIN HT LOW NATIVE DECIDUOUS 2 ACER TRUNCATUM X A. PLAT. 'WARREN RED' / PACIFIC SUNSET MAPLE B & B 2" DBH DECIDUOUS HYBRID DECIDUOUS 1 PINUS CONTORTA / SHORE PINE B & B 6' MIN HT MEDIUM NATIVE EVERGREEN 3 TOTAL: 6 TREES DEPARTMENT OF COMMUNITY i CITY OF AND ECONOMIC DEVELOPMENT Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 5 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous 0 trees Trees in proposed public streets 0 trees Trees in proposed private access easements/tracts 0 trees Trees in critical areas3 and buffers 0 trees Total number of excluded trees: 0 trees 3. Subtract line 2 from line 1: 5 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 1 trees 5. List the number of 6 In diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: o trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 1 trees 7. Multiply line 6 by 12" for number of required replacement inches: 12 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 6 trees 1 Measured at 4.5' above grade. z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-17a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 SURVEYED: RLH DESIGNED: JLB DRAWN: JLB JLB 11/12/19 JLB CHECKED: JLB BY DATE APPR mPROWm JLB 1. SEE TREE RETENTION REPORT PREPARED BY GREENFOREST, INC., DATED NOVEMBER 1, 2019. 2. TREE REMOVAL RECOMMENDATION DUE TO INSTALLATION OF GAS LINE AND PROPOSED SITE GRADING. Greenforest Incorporated Consulting Arborist MEMORANDUIM TO: Carlos Arias, Project Engineer 4G Development and Consulting, Inc. P.O. Box 270571 San Diego CA 92198 REFERENCE: Arborist Report, BCE #18963 SITE ADDRESS: 361 Rainier Ave., Renton WA DATE: November 1, 2019 PREPARED BY: Favero Greenforest, ISA Certified Arborist # PN -0143A ISA Tree Risk Assessment Qualified ASCA Registered Consulting Arborist® #379 Digitally signed by Favero Greenforest Favero DIN: cn=Favero Greenforest, o, ou, ema i I=g reenforesti nc@m i nd spri ng.com, Greenforest D=Ll5 Date: 2019.11.01 13:06:48-07'00' Your project proposes to remove 3 trees, at the south and east periphery of the site. The reason for the tree removal is that a gas line needs to be installed underneath or within close proximity to the trees. This site also requires excavation that will lower existing grade over the entire site by a depth of 2 feet. The impacted trees include: Tree No. DBH Species 950429 13.6" Red maple 950430 8.3" Red maple 950774 14.1" Red maple It is my opinion that these trees will not survive the required site improvements, and I recommend they be removed. 4547 South Lucile Street, Seattle, WA 98118 Tel. 206-723-0656 R - 406 321 Ado ��E� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CURRENT PLANNING ftk Matt Herrera 01 /07/2020 %9WQ�� D NOT FOR CONSTRUCTION SCALE: VERTICAL: NAVD 1988 1'I = 20'-011 HORIZONTAL: NAD IW3/1991 Aofthk C 1 T Y OF PRI RENTON ONE INCH AT PULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY v TREE RETENTION AND REPLACEMENT PLAN 0 D FOR CHICK-FIL-A RENTON 375 RAINIER AVE S, RENTON, WA 98055 6.do"_ STORE NO.:04249 11/18/19 L2 2 8 M LU 1 PROP LINE, TYP 11 1 1 TRASH ENCLOSURE 1 +++ + + + ++++++++ + + ++++++++++++++ + 1 ++ + + + + ++++ ++ ++ 1 + ++f+�++++++ + ° ° +++ POWER ESMT ++a ' .D i 125.51 sq.ft. + + +++++ ++ Pa ++ + ++'• oa.. o S / 0 +++ +++ \ y7ddN� ♦ + 34297.sq:ft. 0 o + NO 0 + o / o \t J SEWER ESMT 0 / SSMH El SDMH 1 �. a Know what's below. p Call before you dig. 1 Dial 811 MEN ki Now", l mom 102 MOMM 1 is OIL 011 k �� 1 a■■■■ail rE■Py■, ■■momlvo ■■.■. ■iii�i� ■VMNM �._,.■, Ono 0, MINE ►•■■00 ■MOL ■OIL ■ OMNI MMMI ■MOM ■■i Limm 7.55 sq.ft. ry A 4 0 E O O e e o p °pG c�s�oM 4 d w ghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 s 425.251.6222 barghausen.com No. CODE REQUIRED LANDSCAPE PLAN AND CALCULATIONS FOR CH1CK=FIL=A RENTON \V& GAS ESMT SLOPES & UTIL ESMT FIRE F SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CODE REQUIRED LANDSCAPE ESPONSE TO CITY COMMENTS REVISION PARKING LOT INTERIOR LANDSCAPE (39 SPACES) 1. 1 TREE / 6 SPACES = 7 TREES REQUIRED 2. 15 SF LANDSCAPE / 1 SPACE = 585 SF REQUIRED PARKING LOT PERIMETER LANDSCAPE (197 FT) 1. 1 TREE / 30' STREET FRONTAGE = 7 TREES REQUIRED 2. >50% SHRUBS EVERGREEN REQUIRED TREE REPLACEMENT 1. 6 TREES REQUIRED NOTES: 1. PROPERTY ZONED "COMMERCIAL ARTERIAL (CA)" 2. 39 PARKING SPACES PROPOSED 3. TREE CALIPER TO BE MEASURED AT 4.5' ABOVE GRADE CODE REQUIRED LANDSCAPING PROPOSED 7 TREES 2,004 SF 7 TREES 77.4% 6 TREES PROPOSED PARKING LOT INTERIOR LANDSCAPING 1,942 SF 585 SF REQ PARKING LOT PERIMETER LANDSCAPING 1,623 SF STREET FRONTAGE LANDSCAPING SURVEYED: RLH DESIGNED` JLB DRAWN: JLB JLB 11/12/19 JLB CHECKED: JLB BY DATE APPR APR01Ea JLB 2,071 SF P. MAINTENANCE: 1. Maintenance Required: Landscaping required by this Section shall be maintained by the owner and shall be subject to periodic inspection by the Department of Community and Economic Development. Plantings are to be maintained in a healthy, growing condition and those dead or dying shall be replaced. Property owners shall keep the planting areas reasonably free of weeds and litter. 2. Failure to Maintain Landscaping: The Department of Community and Economic Development is authorized to notify the owner that any required landscaping is not being adequately maintained and the specific nature of the failure to maintain. The Department shall send the property owner written notice, specifying what corrections shall be made. C 3. Security Required: Prior to recording a plat or the issuance of any occupancy permit(s), the developer shall furnish a security device to the City in an amount equal to twenty percent (20%) of the estimated cost of materials and their installation; the estimated cost shall be decided by the Administrator. A security device meeting the requirements of RMC 4-1-230, Sureties and Bonds, shall be maintained for a period of two (2) years after the plat recording or issuance of any occupancy permit(s) prior to the release of the security device. (Ord. 5676, 12-3-2012; Ord. 5841, 6-12-2017; Ord. 5917, 12-10-2018) R Q. DAMAGED LANDSCAPING: Upon request of the City, any landscaping required by City regulations that is damaged must be replaced with like or better landscaping as determined by the Administrator. (Ord. 5676, 12-3-2012) R. VARIANCES: To deviate from provisions of this Section, a variance must be submitted and approved pursuant to RMC 4-9-250B5. (Ord. 3718, 3-28-1983; Ord. 4832, 3-6-2000; Ord. 4856, 8-21-2000; Amd. Ord. 4963, 5-13-2002; Ord. 5100, 11-1-2004; Ord. 5153, 9-26-2005; Ord. 5304, 9-17-2007; Ord. 5355, 2-25-2008; Ord. 5450, 3-2-2009; Ord. 5518, 12-14-2009; Ord. 5528, 3-8-2010) of wasy��IN COMPLIANCE P. OF RENTON . STANDARDS CURRENT PLANNING Matt Herrera 1 / / / R t♦ %9WQ�� D NOT FOR CONSTRUCTION SCALE: VERTICAL: NAVD 19M 1" = 20'-0" HORIZONTAL: NAD IN3/1991 Aoftllk C 1 T Y OF PRI RENTON ONE INCH AT PULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY U CODE REQUIRED LANDSCAPE PLAN AND CALCULATIONS 0 D FOR CHICK-FIL-A RENTON 375 RAINIER AVE S, RENTON, WA 98055 6.do"_ STORE NO.:04249 11/18/19 L3 3 8 PLANT SCHEDULE TREES BOTANICAL / COMMON NAME CONT # ACER CIRCINATUM / VINE MAPLE B & B MULTI -TRUNK SPECIMENS ONLY. ox, ACER TRUNCATUM X A. PLAT. 'WARREN RED' / PACIFIC SUNSET MAPLE B & B •� AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLIANCE'/'AUTUMN BRILLIANCE' SERVICEBERRY B & B MULTI -TRUNK SPECIMENS ONLY. • GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' TM / SHADEMASTER LOCUST B & B • 0 0 PINUS CONTORTA / SHORE PINE B & B 0000 p000 • ULMUS PARVIFOLIA HOMESTEAD' / HOMESTEAD ELM B & B SHRUBS BOTANICAL / COMMON NAME CONT ABIES BALSAMEA 'NANA' / DWARF BALSAM FIR U BERBERIS JULIANAE NANA/DWARF WINTERGREEN BARBERRY Cx CISTUS X HYBRIDUS / WHITE ROCKROSE CS CORNUS SERICEA 'KELSEYI' / KELSEYI DOGWOOD © COTONEASTER DAMMERI 'CORAL BEAUTY' / CORAL BEAUTY COTONEASTER OFOTHERGILLA X 'BLUE SHADOW' / DWARF FOTHERGILLA Mn MAHONIA NERVOSA / OREGON GRAPE ONANDINA DOMESTICA'MOON BAY' TM / HEAVENLY BAMBOO © PENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN FOUNTAIN GRASS Pt PHORMIUM TENAX 'ROSIE CHAMELEON' / NEW ZEALAND FLAX RIBES SANGUINEUM WHITE ICICLE' / WHITE FLOWERING CURRANT Rn ROSA NUTKANA / NOOTKA ROSE TTHUJA OCCIDENTALIS 'DEGROOT'S SPIRE' / DEGROOT'S SPIRE ARBORVITAE SPECIMENS TO BE SIMILAR IN FORM AND HEIGHT. DV VIBURNUM DAVIDII / DAVID VIBURNUM DROUGHT TOLERANT GROUND COVERS BOTANICAL / COMMON NAME ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK +++++++++++ +++++++++++ BUXUS MICROPHYLLA 'COMPACTA' / DWARF LITTLELEAF BOXWOOD +++++++++++ RUBUS PENTALOBUS / CREEPING RASPBERRY WHITE BLOOMS IN EARLY SUMMER ® Know what's below. 0 Call before you dig. 1 Dial 811 PLANTING PLAN AND SCHEDULE FOR CHICKm,FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON SIZE WATER USE ORIGIN FOLIAGE 6' MIN HT LOW NATIVE DECIDUOUS 2" DBH DECIDUOUS HYBRID DECIDUOUS 6 MIN HT LOW HYBRID EVERGREEN 2" DBH LOW ADAPTIVE DECIDUOUS 6 MIN HT MEDIUM NATIVE EVERGREEN 2" DBH LOW ADAPTIVE DECIDUOUS #2 MEDIUM NATIVE #2 MEDIUM HYBRID #2 LOW HYBRID #2 MEDIUM NATIVE #2 MEDIUM ADAPTIVE #2 LOW HYBRID #2 LOW NATIVE #2 LOW EXOTIC #2 LOW NATIVE #2 LOW HYBRID #2 LOW NATIVE #2 MEDIUM NATIVE 6' MIN HT LOW NATIVE #2 LOW EXOTIC CONT. WATER USE ORIGIN 4" POT LOW NATIVE 4" POT MEDIUM EXOTIC 4" POT LOW NATIVE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 s 425.251.6222 barghausen.com NO. EVERGREEN EVERGREEN EVERGREEN DECIDUOUS EVERGREEN DECIDUOUS EVERGREEN EVERGREEN EVERGREEN DECIDUOUS DECIDUOUS DECIDUOUS EVERGREEN EVERGREEN FOLIAGE EVERGREEN EVERGREEN EVERGREEN RESPONSE TO CITY COMMENTS REVISION PROP LINE, TYP — UTILITY SCREENING: QTY FAST-GROWING, TALL, EVERGREEN SHRUBS. SEE DETAILS FOR EXHIBIT. 4 TRASH ENCLOSURE SCREENING: TALL, SPINY SHRUBS BBB i B • ° O ° C ' fo STREET TREES SHALL BE n SAME VARIETY AS �• ° .. • ° EY,ISTING STREET TREES o s C ON SOUTH PORTION OF SITE. o o c 3 / , opN• ti ° d 0 3 \ o tips �pN• SPACING QTY o 36" o.c. 6 a �° 36" o.c. 60 48" o.c. 15 36" o.c. 71 60" D.C. 9 48" o.c. 21 36" o.c. 44 48" o.c. 37 24" o.c. 150 36" o.c. 19 72" o.c. 11 48" D.C. 14 24" o.c. 115 48" o.c. 48 SPACING QTY 24" o.c. 734 24" o.c. 118 36" o.c. 118 SURVEYED: RLH DESIGNED: JLB DRAWN' JLB JLB 11/12/19 JLB CHECKED: JLB BY DATE APPR I APPROVED: JLB SPAC E BARBERRY \ �� o \ 24-I CHES ON CENTER IF US NG DWARF �c VARIETY AND INCREASE QUANTITY o ACCORDINGLY. UTILITY CONFLICTS MAY EXIST. / CONTRACTOR SHALL FIELD -VERIFY ALL o UTILITY LOCATIONS \ AND SHALL IMMEDIATELY NOTIFY LANDSCAPE tips o ARCHITECT OF ALL N DISCREPANCIES, TYP.00 / �✓ 00 z \ w w LU j w w 00 r- PERIMETER SCREENING UNDERGROUND UTILITIES. ® NO TREES PERMITTED � ss S41H N UNDERGROUND UTILITIES. NO TREES PERMITTED. / G s' SS SEWER ESMT tip s SS' sS SSlv�h!\ ss ss i s \�\\ l SCREENING SHALL NOT CONSIST MATERIALSFENCING. SCREENING MADE OF \ fig COMPARABLE WITH GAS ESMT II ., VN 4.4 �TALL _ SCREENING _ SPINY SH'RUB� 93. Mum BLACK POWDER -COATED CHAIN LINK FENCE WITH BLACK � ni Y FENCE SLATS. HEIGHT TO MATCH TRASH URE. INSTALL 5 FT WIDE, LOCKING GATE. 1 70 42 �� I ., UNDERGROUND UTILITIES. NO TREES COMPLIANCEIN CURRENT PLANNING Matt Herrera 01 /07/2020 'QFN70? NOT FOR CONSTRUCTION SCALE: HORIZONTAL: A 1919W1991 1'I = 20'-0" N _ C1 TY OF RENTON ONE INCH • AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY v PLANTING PLAN AND SCHEDULE G FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S, RENTON, WA 98055 6.11111110• ft STORE NO.: 04249 11/18/19 FIELDBOOK: PAGE: DRAWING NO: L4 SHEET: 4 OF: 8 Clay pavers add warmth and hospitality to any indoor or outdoor space. The classic clay e C)paver can be elegant, rustic • • or traditional. A variety of colors, textures and installation ME patterns make them a highly i ■:::: C)I creative and adaptable paving M 1�� surface. �� C) Mica -Tile is designed for Qhorizontal interior and exterior use on surfaces. Mica -Tile w should be laid according to specific application (see details) and are intended for non- vehicle applications. s - 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 eitherthe smooth or wire -cut t „ side as the wearing surface. The net dimensions of 4 x 8 inches (\ permit patterns bonds where 1 mortarjoints are not used. The various sizes allow for use J - in both pedestrian and light • • , , vehicle applications. Coverage IF Units 1qr Coverage per Pallet per Pallet . Weight1�7k Weight Use per Piece per Pallet 4.5 / ft2 288 ft2 . 1'c'OR (48.44/m2) 1,296 (26.86 m2) 2 lb (0.9 kg) 2,642 lb (1,198.39 kg) * I 4.5 / ft2 750 166.7 ft2 1 't/z" Paver 3.6 lb 2,750 lb *„ I (48.44 / m2) (15.48 m2) (1.63 kg) (1,247.38 kg) 4.5 / ft2 128 ft2 2 1/4" Paver 576 5.5 lb 3,218 lb * I *" (48.44 / m2) (11.59 m2) (2.49 kg) (1,45A66 kg) 23/s"Paver 4.5/ft2 576 128 ft2 61b 3,506 lb (48.44 / m2) (11.89 m2) (2.72 kg) (1,590.29 kg) All Weight per Pallet noted above include a 50lb pallet weight * Designed formortar-set, pedestrian applications only. ** Designedformortar-setorsandset pedestrian applications only. *** Designed to be sand -set May be used forpedestnan and light vehicular applications. 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. i - Due to the limitations of photography, the ` actual product shipped is not guaranteed to j (25.4 mm) 1Y L exactly duplicate each ,f mm shade and texture (190 mm) 3 (89 mm) 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 i 1 v"H color patterns are (38 mm) desired, we recommend e" L Vill blending products from Ro4mm) f2m (102 mm) multiple pallets or " pallet layers to achieve desired results. Product colors and availability subject to change without notice. I2I/VH (57 mm) 8" L (204 mm) 4 �' (102 mm) clay-ers/Tle Requirements -grout: ANSI Al18.6, specify type Band coat sloped slab to provide complete surface - mortar bed bond coat: portland cement Mortar Bed: Nominall drainage slurry. ' Mo ar Bed sond coat gravel bed or other means of drainage conrrateslab below slab Preparation by Other Trades k;ra.el Bed - provide subsurface drainage expansionjoints are mandatory slope slab for complete drainage -cover completed rile/paver work and - slab to have steel trowel and fine broom keep damp for 3-7 days finish with no curing compounds used Materials (when used, mechanical scarifying is o oge< o>o<-portlandcement: ASTM C-150Type I necessary). Recommended Uses - sand: ASTM C-144 - max. variation in the slab shall not exceed Exterior Floors, decks or patios where - water: potable 1/4" in 10'-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 not reliable in dry -set mortar or latex-portland cement paver/tile: Specifications ANSratioAl s .1 B or.1 C areas where the mortar -bed will be subjected mortar on a cured bed rout: ANSI A108.10 to freeze -thaw cycles. 9 Lumiere DESCRIPTION Rio architectural step lights provide beauty, performance and durability. Transitional styling, low profile design and no visible fasteners provide seamless integration with architectural styles of all kinds. Logical, modular design elements facilitate fast and foolproof installation in all types of wall surfaces including drywall, concrete pour or brick/masonry. All models r include IP68 rated outdoor protection, but are also suitable for indoor wall -mounted applications. All models are ADA compliant. SPECIFICATION FEATURES Material Mounting Warranty _ Back box and painted fascia are Back box is available to ship in Lumiere warrants its fixtures against die-cast from corrosion -resistant advance for rough -in purposes. defects in materials & workmanship Type 383 aluminum alloy. Back Back box includes four (4) 3/4" for three (3) years. Auxiliary equipment box is painted white. Natural conduit entry ports, concrete pour such as transformers, ballasts and metal fascia is precision- cover, UP arrow and two level vials lamps carry the original manufacturer's _ machined from solid brass or to facilitate proper alignment. warranty. stainless steel. Fixture also includes the patent Finish pending FASCIAlign(TM) fascia Recessed Housing Back box and fascia are double alignment system which provides Recessed housing is available to i protected by a chromate rotation of the fascia +/- 10 degrees ship in advance of complete fixture conversion undercoating and (total of 20 degrees), insuring for rough -in purposes. Specify polyester powdercoat paint finish. proper alignment. option -LBB and order separately Machined, natural finish brass or accompanying recessed housing stainless steel fascia is unpainted Classification / Code Compliance from below: 1 235-SO to reveal the natural beauty of the UL and cUL listed, standard wet material. Brass will patina label. IP68 rated. Also suitable for 1235-BB-C 1235C-SQ naturally over time in outdoor indoor recessed wall -mount 7" back box and pour cover for 1235E-SO environments. applications, 4W LED source is concrete pour wall IC -rated for direct insulation 1235E-SQ Electrical contact. Manufactured to ISO 1235-BB-D Fixture includes integral, 9001-2000 Quality Systems 7" back box and pour cover for RIO electronic ballast, transformer or Standard. IBEW union made. drywall/frame construction wall LED driver mounted to Lumiere's factory assembled POWER- Lamp 1235-BB-M TRAYITM) optical/electrical Lamp for LED source included as 7" back box and pour cover for LED HALOGEN module.The POWER-TRAYITM) standard. Lamps for other sources masonrywall module plugs directly into the not included. back box providing fast, easy APPLICATIONS: installation. STEP LIGHT am. BB "ma" , , Izzmml leo'nmoml I nismml� Wall Rough -In Opening ' CERTIFICATION DATA 21$. UL and,UL Wet Location Listed nsmml LM79 / LM80 Compliant ROHS Compliant io m IP681ngressed Protection Rated ADA Compliant 4><a-14-THREADED HOLE 7235-SO 4so. TECHNICAL DATA Pwe snows be nosh. 1.- ma. IN-1 20W T3/G4 Halogen Apply thread Wp1,9 bsk, lnaeni,q See reverse for alternate trim styles. 4W LED Line Voltage ORDERING INFORMATION Sample Number: 1235-SQ-D-4LED-120/12-NSS-LBB Series Wall Type source' Voltage Finish Options 7235-50-5'square, open C=Concrete Pour 20T3=20W fr31G4 12V Halogen Painted LBB=Housing Shipped in Advance fasciaw/diffused lens D=Drywall 4LEDG2-4WLEDGen2 120/12=120/12Vele mnictrensfbrmer BK=Blaek (select LBB option and select approprime 1235C-SQ=5'square, cross/ M=Masonry (LED lamps included) 277/12=277/12V electronic transformer BZ=Bronze recessed housing separately) guard tascia w/diffused lens LED CS -City Silver 1235-B17" back box and pour cover 1235E-SQ=5"square, eyelid UNV/12=Universal electronic LED driver VE=Verde for concrete pour wall fascia w/d ffused lens Wr=White 1235-17" bade box and pour cover 1235450=5'square, lou- Premium Material for drywall/frama construction wall ered fascia w/clear lens NBR=Natural Brass 7235-Bi7" back box and pour cover NSS=Natural Stainless Steel formasonrywall NOTES:1 Unless noted otherwise, lamps not included. E:T•N roxs&98arr1asr wodowmk I na. m�1 I 1235C-SQ J I M tD Go ro to 0 0. J 4 �n�ml�1 I 1235L-SO ns°xm'mr Know what's below. Call before you dig. Dial 811 TD523002EN November 2, 2018 1 of ROMAN CLAY PAVERS: 8" L x 4" W x 2 3/e" H Inca pRed Varitone IIAL Mauna Loa L Pioneer -Used For product information and customer service, call 1-888-MUTUALO (688-8250). - � MUTUAL Auburn Port Orchard Bend Hayden MATERIALS® Bellevue Spokane Clackamas ® Trusted Since 1900 Bellingham Tacoma (Parkland) Durham Montana - www.mutualmaterials.com Mukilteo Vancouver, WA Hillsboro Missoula Olympia (Tumwater) Salem Q Mutual Materials US CLAY PAVERS 5/2016 www.mutualmaterials.com PLAZA ENLARGEMENT FOR SEE ARCHITECTURAL PLANS, SHEET A-101 AND SHEET S303 FOR PLANTER HI K FIL=A RENTONSPECIFICATIONS AND DETAILS. C C SECTION 18, TWP. 23 Nall RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON \ NO. 4 BARS @ 12" o.c., e CONSTRUCT (3) 1/4" x 1/4" SCORE MARKS @ EACH TREAD, 1" BEYOND EDGE OF RADIUS NO. 4- NOSING 3,000 PSI CONC. 4" COMPACTED CRUSHED ROCK \ BASE COURSE \ ♦\ COMPACTED A SUBGRADE \ R=111 e � a ° a � o CONCRETE STEPS SCALE: N.T.S PEDESTRIAN PLAZA WALKING SURFACE SCORED CONCRETE (4'X4' GRIDS), TYP. PLAZA PLANT LIST (SEE L4 FOR FULL PLANT SCHEDULE) TREES BOTANICAL / COMMON NAME GROUND COVERS AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLIANCE' /'AUTUMN BRILLIANCE' SERVICEBERRY MULTI -TRUNK SPECIMENS ONLY. BOTANICAL / COMMON NAME CISTUS X HYBRIDUS / WHITE ROCKROSE CORNUS SERICEA'KELSEYI' / KELSEYI DOGWOOD COTONEASTER DAMMERI CORAL BEAUTY' / CORAL BEAUTY COTONEASTER FOTHERGILLA X 'BLUE SHADOW' / DWARF FOTHERGILLA MAHONIA NERVOSA / OREGON GRAPE NANDINA DOMESTICA MOON BAY' TM / HEAVENLY BAMBOO PENNISETUM ALOPECUROIDES 'HAMELN' / HAMELN FOUNTAIN GRASS RIBES SANGUINEUM WHITE ICICLE' / WHITE FLOWERING CURRANT ROSA NUTKANA / NOOTKA ROSE VIBURNUM DAVIDII / DAVID VIBURNUM DROUGHT TOLERANT BOTANICAL / COMMON NAME RUBUS PENTALOBUS / CREEPING RASPBERRY WHITE BLOOMS IN EARLY SUMMER Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 rN 425.251.6222 barghausen.com 2 T V♦�♦ 1 C ♦ ♦ ♦ 2 ' • �o A \ 6Aolmt 110 ■ :� , ltopoot W-01"eso . Q OFF �T i - ■ �� ► �.tai 0�� - • - : • ' I as as as ,� - 1 � 1 • - � 1 1 1 • • 1 1 � � 1 • . •WTIMA11 • . i t l loo / nnnrZ RESTRAINT URSE IERRINGBONE PATTERN SOLDIER COURSE EDGE SCALE: N.T.S NO. 4 TOP BAR. ° VERTICAL EDGES ° ROUNDED TO ° MATCH TOP OF ° WALL RADII (TYP) ° "d° VARIES PER PLAN �y 00 ° -11 M 11-11 I I a ° ° . ° ° -III -1 I=I d NO. 4 BAR AT ° 24" O.C. ° ° ° °, ° . 3-NO. 4 BAR d• • CONT.q . . a RESPONSE TO CITY COMMENTS REVISION 24" RAISED TAPERED PLANTER WALL SCALE: N.T.S SURAYED. RLH DESIGNED: JLB DRAWN: JLB JLB 11/12/19 JLB CHECKED: JLB BY DATE APPR App"Ol JLB 0L•at�LOAI Its-f-Al O�LLJWZ Z i- O Z J C� FINISHED 0 N Cp LL 3 o SURFACE LUQ o QIY PER PLAN � Co ° W CO Z 00 O CIP CONCRETE WALL, BOARD FORMED FINISH NOTES A. ALL REBAR TO BE MINIMUM 2" O 3/4" CHAMFER EDGE, TYP CLR OF SIDES OF PAVEMENT OR FINISH GRADE. CONCRETE WALL OADJACENT CONDITION VARIES, SEE PLANS. AND FOOTING. B. AT ELEVATION O#4 REBAR, CONTINUOUS, 12" OC MAX, CHANGES OR HORIZONTAL, 2" CLR, TYP SLOPES, 0 5 #4 REBAR, 15" OC MAX, VERTICAL, 2" CLR, FOOTINGS SHALL TYP. ALTERNATE ORIENTATION FRONT/BACK BE STEPPED TO COMPACTED SUBGRADE OR 4" CRUSHED MAINTAIN MIN O95% SURFACING TOP COURSE DEPTH 7 #4 REBAR, 30" OC MAX, 2" CLR, TOP OF DIMENSIONS SHOWN. FOOTING 8 2" x 4" KEY JOINT OR 1/4" ROUGHENED SURFACE AMPLITUDE OLANDSCAPE AND PLANTING MIX SEE THIS SHEET 24" RAISED CONCRETE PLANTER WALL SCALE: N.T.S %9WQ�� D NOT FOR CONSTRUCTION SCALE: VERTICAL: lw►w 1988 1 " = 10'-0" CITY OF RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 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. ® PLAZA KEY NOTES: 1. APPROXIMATE LOCATION FOR RECESSED WALL MOUNTED LIGHTS IN RAISED PLANTERS/RAISED TAPERED PLANTER WALLS. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL PLANS FOR LOCATIONS AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS THIS SHEET. 2. PROPOSED BENCH BY BENCHMARK DESIGN GROUP WENDOVER BENCH - 4131 80" W X 22" D X 36" H FINISH #34 FINE TEXTURED BRONZE 449/96511 R-406324 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ®, Matt Herrera 01 /07/2020 v PLAZA ENLARGEMENT O D FOR CHICK-FIL-A RENTON 375 RAINIER AVE S, RENTON, WA 98055 6.111111111"_ STORE NO.:04249 11/18/19 L5 5 8 co Q0 0 W J M IO 0 C W C C W M t0 0, ro In 0 0 co a J 4 NOTES 1. AT END OF WARRANRY, SUPPLEMENT COMPOST MULCH TO ACHIEVE FINAL TOTAL DEPTH OF 3" COMPOST MULCH. 2. FINISH SURFACE OF MULCH TO BE 2' BELOW ADJACENT PAVEMENT. 1.5" 1.5" LID N 00 3" COMPOST MULCH (1 2" FINE BARK MULCH ON TOP OF 1 2" FINE COMPOST) EDGE CONDITION VARIES. SEE PLANS. TOP OF MULCH TO BE z" BELOW ADJACENT PAVEMENT. INSTALL 18" PLANTING SOIL IN A MINIMUM OF TWO LIFTS. FIRST LIFT TILLED INTO PREPARED SUBGRADE. TILL OR RIP 2.5" ORGANIC COARSE COMPOST TO 6" DEPTH OF RIPPED SUBGRADE. SUBGRADE LEVEL, MAX 1:1 SLOPE. DEPTH OF EXCAVATION TO ACCOMMODATE COMPOST, MULCH, AND SOIL DEPTHS. RIP SUBGRADE TO 8" MIN DEPTH ADD. ALT #1: PLANTING AREA SUBGRADE PREP SEE LANDSCAPE NOTES THIS SET FOR BASE BID SOIL PREPARATION NOTES 1. KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. 2. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. 3. PROTECT TRUNK AND LIMBS FROM INJURY. 4. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. 5. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED (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" REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM z PERIMETER ROOTS C9 PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL FINISH PENETRATION TO SUBBASE (+) 24" GRADE DECIDUOUS TREE PLANTING AND STAKING 5 NOT TO SCALE PLANT SPACING 1 " = V-0" Know what's below. Call before you dig. Dial 811 DEPTH MULCH LAYER 8tNTS SHALL BE IANGULARLY SPACED. ISE OF PLANTING EA. EDGE CONDITION PIES. SEE PLANS. LANDSCAPE AND PLANTING DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN. SOIL LINE: 3" N IN MULCH, 1" IN LAWN CV SUBGRADE4// .. REMOVE EXCESS GRAVEL 04 AND PAVING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL GRADING AT PARKING LOT PLANTERS NOT TO SCALE NOTES PREPARATION FOR PLANTING SOIL SHALL INCLUDE INCORPORATION OF 2 Z" OF FINE COMPOST INTO THE EXISTING SUBGRADE TO A DEPTH OF 8" AND THE INCORPORATION OF FIRST LIFT OF TOPSOIL INTO PREPARED SUBGRADE. WATER SETTLE SOIL AFTER PLANTING. NO MECHANICAL COMPACTION. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. PRUNE DAMAGED TWIGS AFTER PLANTING. TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING. MAX 12" MAX. LIP PAVING (SEE CIVIL PLANS) RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS WIRED TOGETHER. SET TREE AT FINISH GRADE 3" MULCH, TAPER TO 0 WITHIN 12" OF TRUNK. SOIL SAUCER, USE PREPARED TOPSOIL, 6" MIN. WOOD STAKES (3) IN FIRM SOIL CUT ROPES AT TOP OF BALL. REMOVE TOP 3 OF BURLAP. TOTALLY REMOVE ALL NON -BIODEGRADABLE MATERIAL. PREPARED PLANTING SOIL. SEE NOTE. PREPARED SUBGRADE PEDESTAL MULTI -STEM TREE PLANTING 3/8" = 1'-0" 1. SEE PLANT SCHEDULE FOR GROUNDCOVER SPECIES, SIZE, AND SPACING. 2. REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. 3. HOLD PLANTS TWO-THIRDS (3) OF THE RECOMMENDED O.C. PLANT SPACING FROM EDGE OF PLANTING AREA. 4. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. SOIL SHALL BE SETTLED USING WATER ONLY. 5. DO NOT PLANT IN WET CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. 6. ALL PLANTS SHALL BE INSTALLED PRIOR TO MULCHING. GROUNDCOVER PLANTING 3/4" = V-0" Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 3 425.251.6222 barghausen.com NO. POSITION CROWN OF PLANT "'ABOVE FINISH GRADE. 3" MULCH (1.5" BARK OR WOOD CHIP MULCH ON TOP OF 1.5" FINE COMPOST) FINISH GRADE. FEATHER EXCESS SOIL UNDER MULCH PREPARED SUBGRADE. ROTOTILL FIRST LIFT OF PLANTING SOIL INTO PREPARED SUBGRADE. RESPONSE TO CITY COMMENTS REVISION FINISH GRADE AT 4:1 SLOPE MA SLOPE MINIMI CURB PER CI\ DRAWINGS (V SIMILAR) LAWN CONDITION PLANTER SECTION NOT TO SCALE 3x THE ROOTBALL DIAMETER MULCH LAYER FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR a�.. 4 a 4 SIDEWALK — MULCH CONDITION (CURB SIMILAR) NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING SOIL. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. SHRUB PLANTING NTS MULCH AT CURB NOT TO SCALE SURVEYED. RLH DESIGNED: JLB DRAWN' JLB JLB 11/12/19 JLB CHECKED: JLB BY DATE I APPR I APPROVED: JLB SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT MULCH LAYER. HOLD MULCH BACK FROM STEM 4" SAUCER FOR WATERING BACKFILL WITH PLANTING SOIL. SEE NOTES. SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE .., „ , , ^. ER; SEE DEPTH OF MULCH CURB NOT FOR CONSTRUCTION SCALE. HORIZONTAL: N D ;��"' CITY OF VARIES IL %jz� RENTON ONE INCH AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 01 /07/2020 v LANDSCAPE AND PLANTING DETAILS )]]a FOR CHICK-FIL-A RENTON 375 RAINIER AVE S, RENTON, WA 98055 6AW-0 STORE NO.:04249 11/18/19 PAGE: DRAWING NO: L6 SHEET: 6 OF: 8 i 0 LU 0. 1_�n Know what's below. Call before you dig. Dial 811 IRRIGATION PLAN AND SCHEDULE FOR CHICK=FIL=A RENTON MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION N SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. OF EXTERIOR WALL AS HIGH AS POSSIBLE. \ \ \ ITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CB \ \ "C • � w4^ F < \ 1 .� 0. ' \ a - f C. \ p Y 4 _ — G \ q \ G \ .. • a9 G� . \ �m \� �' \a \ CB \ _ *, \ s eNGI � — NO IRRIGATION FOR LANDSCAPING WITHIN RIGHT OF WAY — IRRIGATION POINT OF CONNECTION UTILIZING ---EXISTING 1" WATER METER. INSTALL NEW BACKFLOW J PREVENTION DEVICE PER %ETA\LCB � CB 4 CB 0 1 �5� 1 A_� Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 3 RESPONSE TO CITY COMMENTS 425.251.6222 barghausen.com NO. REVISION I'M a a r IRRIGATION LEGEND DESCRIPTION DRIP IRRIGATION: — _ — NETAFIM LANDSCAPE DRIPLINE COMPONENTS WITH NETAFIM TWIST LOCK FITTINGS AND ADAPTORS NCZ-1 S 1 INCH NETAFIM CONTROL ZONE KIT WITH SCREEN FILTER, 50 PSI TLCV4 18025 DRIP TUBING TLSB TUBING STAPLES, 3' ON -CENTER ® DRIP IRRIGATION: 1 INCH NETAFIM CONTROL ZONE KIT WITH SCREEN FILTER, 50 PSI. ONE VALVE PER BOX HUNTER SOLAR SYNC WIRE RAIN SENSOR COMBO O HUNTER PRO-C CONTROLLER 3 TO 15 STATIONS, (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MANUFACTURER'S SPECIFICATIONS P.O.C. EN WILKINS 950 XLT- 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES # 1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID ►•4 PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX (i) 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 - CLASS 200; 24" MINIMUM COVER AT VEHICLE CROSSINGS AND 18" MINIMUM COVER IN LANDSCAPE AREAS, 4" SIZE FINISH GRADE �- PAVING SEE �� CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL) AT 95% DENSITY (STRUCTURAL) SLEEVE(S)� PVC LATERAL PVC MAINLINE VALVE WIRING ALT. WIRE SLEEVE — PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" PVC MAINLINE/LATERAL II[i1121, 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 PIPE SIZE 3 4" 1" 1 1 4" 1 1 2" 2" 2 1 2" FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 32.1-53 53.1-74 GPM (MAX.) E=?Tfda�i=0qCL kI1 2::I n DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO 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) PIPE SLEEVE AND TRENCHING NOT TO SCALE SURVEYED: RLH SCALE: 1 " = 20'-0" DESIGNED: JLB DRAWN' JLB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY JLB 11/12/191 JLB CHECKED: JLB BY DATE I APPR I APPROVED: JLB VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/1991 CHECK VALVE ASSEMBLY NOT TO SCALE NOT FOR CONSTRUCTION CITY OF J RENTON Plonning/Building/Public Works Dept. DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS PVC MAINLINE PER PLAN SCH 80 NIPPLE AND FEMALE ADAPTER — TYPICAL UNION AT EACH SIDE OF VALVE SCH 80 PVC — TYPICAL SCH 80 NIPPLE — TYPICAL BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX SUMP 1 C.F. 7/8" WASHED GRAVEL DOTE: NSPECTION OF COMPLETED ASSEMBLY 3Y CFRTIFIFD TFSTFR RFOUIRFD_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 01 /07/2020 v IRRIGATION PLAN AND SCHEDULE G FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S, RENTON, WA 98055 STORE NO.:04249 11/18/19 PAGE: DRAWING NO: L7 SHEET: 7 OF: 8 co I I LU v J I b M t0 O, ro U, 0 m a J 4 LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) 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. LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PROVIDE LANDSCAPE ARCHITECT WITH WRITTEN PSI RESULTS. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT FIVE (5) COPIES OF 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. 8. 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 FORM 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. FINISH GRADE cs TH SUB GRADE JLL F Lr%ivJ I Ul. 1 c7chline® CV DRIPLINE SPACING NETAFIMT" TECHLINE® CV SUBGRADE INSTALLATION NOT TO SCALE p Know what's below. p Call before you dig. 1 Dial 811 IRRIGATION NOTES AND DETAILS FOR CH1CK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON 9. 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. 10. 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. 11, MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. 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. 13, FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15, 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. 16. 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. 17. 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. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. 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. 20. 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. MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Techline® CV DRIPLINE Techline® START CONNECTION MALE ADAPTER EXHAUST HEADER Techline® TEE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV AREA PERIMETER SUPPLY HEADER NETAFIM" TECHLINE® CV IRREGULAR AREAS: TRIANGULAR NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 r425.251.6222 barghausen.com RESPONSE TO CITY COMMENTS REVISION NOTE MOUNT CONTROLLER LCD SCREEN AT EYE LEVEL, CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC POWER SOURCE. PER SPEC FRONT ELEVATION RIGHT ELEVATION LEGEND U IRRIGATION PER SPEC CONTROLLER (ACC) 00, PER PLAN O IRRIGATION CONTROL WIRE IN 0 CONDUIT. SIZE AND TYPE PER LOCAL CODES 4) ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLER ® ADJACENT SURFACE TO MOUNT IL CONTROLLER PER PLAN IRRIGATION CONTROLLER - WALL MOUNT NOT TO SCALE FINISH GRAC`_ REMOTE CON VALVE PVC MAINLY VALVE BOX F_ FLUSH WITH LAWN (1 "), AND MULCH (3„) PRESSURE REGULATOR PVC LATERAL SCH. 80 UNION VALVE BOX EXTENSION AS REQUIRED BRICK SUPPORTS C.F. 7/8" WASHED GRAVEL SUMP CONTROL VALVE, PRESSURE REGULATOR, AND FILTER NOT TO SCALE THREADED BALL VALVE SCH 80 PVC MALE ADAPTER FINISH GRADE SCH 40 PVC 45' ELBOW FOUR (4) 4%8" BRICKS- 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 NOT TO SCALE SURAYED. RLH DESIGNED` JLB DRAWN` JLB JLB 11/12/19 JLB CHECKED: JLB BY DATE APPR &-Rmm JLB SCALE: H ZONNTA�L:+q IN3/1i,99, N/A ONE INCH AT PULL SCALE IF NOT ONE INCH SCALE ACCOMNGLY REGULAR VALVE BOX WITH LOCKING LID PAVEMENT a. VSCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS MAINLINE THREE INCH (Y) THICK LAYER OF PEA GRAVEL OR APPROVED EQUAL 3/8" WELDED WIRE MESH PER MANUFACTURER'S NOTE 1. THIS DETAIL TO BE USED IF HUNTER XC-HYBRID IRRIGATION CONTROLLER IS USED FOR THIS PROJECT. 2. MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE RAIN SENSOR NOT TO SCALE VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL - TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE of wasy��=4 m • � . • � . � . � � , ■N'T Y 0 D NOT FOR CONSTRUCTION %R CITY OF RENTON Plonning/Building/Public Works Dept. v IRRIGATION NOTES AND DETAILS 0 D FOR CHICK-FIL-A RENTON 375 RAINIER AVE S, RENTON, WA 98055 6.AWA_ STORE NO.:04249 'KET NSOR :R'S )NS 11/18/19 rAl.IMINI! .Vr __J J w m a Q N 0 N �-1 a O 1 rn 00 i U) 0 Q0 rn CD CD 0 00 i EL 6i a w M O GENERAL SITE NOTES: I 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY w STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION 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. RECORD COVER SHEET FOR GEOTECHNICAL REPORT NOTES: CHICK=FIL=A RENTON 1. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON POWER EASEMENT ASBUILT LOCATION SOILS REPORTS' GEOTECHNICAL ENGINEERING REPORT KC REC NO. 9410201209 42 JOB NUMBER: 81185084 DATE: 06/21 /2018 ADDENDUMS: 1. STORMWATER INFILTRATION (8/24/2018) 2. LETTER OF ADDENDUM TO GEOTECHNICAL REPORT (7/22/2019) PREPARED BY: TERRACON CONSULTANTS, INC. / 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING 10' AS -BUILT GAS ESMT. CONSTRUCTION. KC REC. NO. 20130411001089 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE SEWER EASEMENT - FURTHER CLARIFICATION, SHALL BE BROUGHT TO REC. NO. 5253595 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 15' X 100' ACCORDANCE WITH THE RECOMMENDATIONS OF SEWER ESMT \ REC. N0. / J� THE SOILS INVESTIGATION AND THAT THE WORK 9708110700 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. b• / SITE INFORMATION EXISTING SURFACE AREAS TOTAL LOT AREA: TOTAL SITE AREA: TOTAL ONSITE IMPERVIOUS AREA: TOTAL OFF -SITE IMPERVIOUS AREA: PERVIOUS/LANDSCAPE AREA: PROPOSED SURFACE AREAS TOTAL LOT AREA: TOTAL SITE AREA: TOTAL ONSITE IMPERVIOUS AREA: TOTAL OFF -SITE IMPERVIOUS AREA: TOTAL PERVIOUS/LANDSCAPE AREA: 40,398 SF (0.93 AC) 41,450 SF (0.95 AC) 28,181 SF (0.65 AC) 2,694 SF (0.06 AC) 10,575 SF (0.24 AC) 40,398 SF (0.93 AC) 41,450 SF (0.95 AC) 28,594 SF (0.66 AC) 2,674 SF (0.06 AC) 10,179 SF (0.23 AC) PROJECT INFORMATION /p I ZANITARY SEWER ESMT. , KC REC NO. 97081 10701 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. LEGEND 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. PROPOSED EXISTING (NAVD88). CURB AND GUTTER PROPERTY ADDRESS CURB LUMINAIRE (LUM.) 375 RAINIER AVE S RENTON, WA 98055 BARRIER CURB PAINT STRIPE YARD LIGHT CSC FLOOD ZONE INFORMATION CONCRETE POWER METER DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C0977F, CONCRETE ° EFFECTIVE MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE POWER POLE -0- (http://msc.femo.gov) ON JANUARY 14, 2019: ASPHALT CONTOUR 432-- JUNCTION BOX (AS NOTED) ® ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAN. SAWCUT WATER _ _ _ _ _ W_ CATCH BASIN (CB) ❑ PARCEL NUMBERS: STORM MANHOLE (SDMH) 000720-0149 CONTOUR - - - -432- - - - - 000720-0215 STORM - - - SD- SANITARY SEWER MANHOLE (SSMH) 0 WATER W LEGAL DESCRIPTION & BENCHMARK SEE SHEET C2.0 TYPE 1 CATCH BASIN ❑ CLEANOUT (AS NOTED) 0 WATER METER � GAS METER 0 STORM ESTIMATED EARTHWORK QUANTITIES: SANITARY - - SS- - GAS VALVE SANITARY WATER VALVE (WV) yu� CUT: 3,070 CY SS MANHOLE O W GAS G FILL 3,046 CY FIRE HYDRANT(FH) � POWER P GAS G NET: 34 CY (CUT) PAINT STRIPE POWER OVERHEAD -P (OHS CONNECTION (FDC) AREA TO BE DISTURBED = 0.95 AC WATER METER EE EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL TYPE 1 CATCH BASIN POWER UNDERGROUND -P (UG)- SIGN CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. TYPE 2 CATCH BASIN O GRAVEL/SAND (AS NOTED) DIRECTIONAL ARROW �j� SURVEYED: RLH SANITARY SEWER CLEANOUT • ASPHALT BOLLARD ® DESIGNED: JC BUILDING LINE CONIFEROUS TREE DRAWN: C M S WATER LINE W {/�1 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM OH/UG TEL. LINE -T(xx)- DECIDUOUS TREE 0 N0. REVISION BY DATE APPR APPROVED: CRJ 5200 BRUFFINGTON ROAD ATLANTA, GEORGIA 30349 TEL: (404) 305-4407 CONTACT: DON IKELER EMAIL: DON.IKELER@CHICK-FIL-A.COM ARCHITECT WARE MALCOMB 3015 112TH AVE NE #205 BELLEVUE, WA 98004 TEL: (310) 903-4011 CONTACT: WAYNE LIN EMAIL: WLINQWAREMALCOMB.COM 10' AS -BUILT GAS ESMT. KC REC. NO. 20130411001089 (TO BE RELINQUISHED) IS ENGINEER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251 -8782 CONTACT: JASON CAREY OWEN B. HILLE, P.L.S. LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 TEL: (425) 251-6222 FAX: (425) 251-8782 CONTACT: JEFF VARLEY, R.L.A. GEOTECHNICAL TERRACON CONSULTANTS, INC. 21905 64TH AVENUE WEST SUITE 100, MOUNTLAKE TERRACE, WA 98043 (425) 771 -3304 CONTACT: DAVID A. BASKA, PHD, P.E. S 10'53' 15"W 42.03' s 1 04 . E ;S19'57 4.48' INDEX OF SHEETS: C1.0 - RECORD COVER SHEET C2.0 - RECORD EXISTING CONDITIONS MAP C3.0 - RECORD TESC AND DEMOLITION PLAN C3.1 - RECORD TESC NOTES C4.0 - RECORD GRADING PLAN - NORTH C4.1 - RECORD GRADING PLAN - SOUTH C5.0 - AS -BUILT DRAINAGE PLAN C5.1 - RECORD DRAINAGE DETAILS C5.2 - AS -BUILT DRAINAGE DETAILS C5.3 - RECORD DRAINAGE DETAILS C6.0 - RECORD HORIZONTAL CONTROL PLAN C7.0 - RECORD SITE PLAN C8.0 - AS -BUILT SANITARY SEWER PLAN C8.1 - RECORD SANITARY SEWER DETAILS C9.0 - RECORD WATER PLAN C9.1 - RECORD WATER UTILITY DETAILS C9.2 - RECORD WATER UTILITY DETAILS C10.0 - RECORD COMPOSITE UTILITY PLAN C11.0 - RECORD CFA STANDARD DETAILS C11.1 - RECORD CFA STANDARD DETAILS C11.2 - RECORD CFA STANDARD DETAILS C11.3 - RECORD CFA STANDARD DETAILS C11.4 - RECORD CONSTRUCTION DETAILS C12.0 - RECORD CONDITIONS OF APPROVAL UTILITY CONTACT INFORMATION STORM DRAINAGE WATER SANITARY SEWER WATER NATURAL GAS ELECTRIC TELEPHONE SERVICES (OTHERS AVAILABLE) SCALE: 1W=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7299 CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-7299 PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98009 (888) 225-5773 COMCAST ONE COMCAST CENTER PHILADELPHIA, PA 19103 (800) 934-6489 Sw SNHS�"j g�Vo SITE z a Z S 3RD STREET S RTN PV0 RENTON, WASHINGTON VICINITY MAF' N.T.S. ® Know what's below. p Call before you dig. 1 Dial 811 NOTIFICATION REQUIREMENT NOTE: PROPOSED DEVELOPMENT INCLUDES WORK THAT MAY DISTURB ADJACENT PARCELS AND WITHIN A JOINT 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 FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASING CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT. SITE PLAN NOTE: SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN. MONUMENT PROTECTION NOTE: CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040) AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE, DESTRUCTION, OR RELOCATION (WAC 332-120). APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 (206) 902-1 190 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 REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE cp 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. �R�S JE�SF Barghausen Consulting Engineers, Inc. �z 18215 72nd Avenue South o 47671 0 �� Kent, WA 98032 mess 0L 1 T E E�G\�� 425.251.6222 barghausen.com '51\ VERTICAL: NAVD _ • C I T Y O F HORIZONTAL: NAD 1983/183/1991 RENTON Planning/Building/Public Works Dept. R-406333 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD COVER SHEET 0 � FOR CHICK-FIL-A RENTON A® 375 RAINIER AVE S RENTON, WA 98055 6.mw-*_ STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: DRAWING N0: C1.0 SHEET: 1 OF: 24 J _J L'i m Q a N 0 CV 3 I Q0 0) 00 U) 0 / 00 U0 0 0 O 00 i a- w LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT (� FILE NO. NCS-880012-SD DATED NOVEMBER 22, 2017 AT 7:30 A.M.) PARCEL I: A TRACT OF LAND SITUATED IN THE SOUTHEAST QUARTER OF C) 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 STATE HIGHWAY NO. 5 AND THIRD AVENUE IN THE CITY OF LIJ 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 II: 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 II) (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 II) (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 II) (SHOWN 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 II) (SHOWN HEREON) 9. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: APRIL 6, 1999 RECORDING NO.: 9904062560 (NOT PLOTTABLE) BLANKET IN NATURE DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED NOVEMBER 27, 2002, JULY 30, 2014, SEPTEMBER 19, 2014 AND DECEMBER 27, 2016 AS RECORDING NOS. 20021127003834, 20140730001283, 20140919000586 AND 20161227001162 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (20161227001162 RELEASES EASEMENT AND RESTRICTIONS ON TITLE PARCEL II ONLY) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JUNE 20, 2011 AS RECORDING NO. 20110620001119 IN FAVOR OF: THE CITY OF RENTON FOR: SLOPES AND UTILITIES AFFECTS: (PARCEL III) AS DESCRIBED THEREIN (SHOWN HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: AUGUST 11, 2011 UNDER RECORDING NO. 20110811001003 IN FAVOR OF: CITY OF RENTON, PUGET SOUND ENERGY, INC., QWEST COMMUNICATIONS CORPORATION AND COMCAST OF WASHINGTON, INC. FOR: UTILITIES AFFECTS: (PARCEL II) AS DESCRIBED THEREIN (SHOWN HEREON) 12. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 11, 2013 UNDER RECORDING NO. 20130411001089 IN FAVOR OF: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AFFECTS: (PARCEL II) AS DESCRIBED THEREIN (SHOWN HEREON) 13. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES" RECORDED OCTOBER 22, 2014 AS RECORDING NO. 20141022000930 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (NOT PLOTTABLE) BLANKET IN NATURE 14. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "FIRE LANE AND OPEN SPACE EASEMENT" RECORDED OCTOBER 14, 1992 AS RECORDING NO. 9210140321 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (EASEMENT NOT ON PROPERTY) 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: AUGUST 11, 1997 RECORDING INFORMATION: 9708110701 IN FAVOR OF: CITY OF RENTON FOR: SANITARY SEWER AFFECTS: (PARCEL II) AS DESCRIBED THEREIN. (SHOWN HEREON) 16. THE EFFECT OF A DEED EXECUTED BY ALVIN R. GOULD AND RUTH N. GOULD, HUSBAND AND WIFE AND WALLACE NELSON, A SINGLE PERSON TO NELSON GOULD LLC, A WASHINGTON LIMITED LIABILITY COMPANY, RECORDED APRIL 23, 2013 AS RECORDING NO. 20130423000970 OF OFFICIAL RECORDS. THE COMPANY WILL REQUIRE SATISFACTORY EVIDENCE THAT THE DEED WAS AN ABSOLUTE CONVEYANCE FOR VALUE AND THAT THERE ARE NO OTHER AGREEMENTS, ORAL OR WRITTEN, REGARDING THE OWNERSHIP OR OCCUPANCY OF THE LAND DESCRIBED IN THE DEED. (AFFECTS PARCELS I AND III) (SHOWN HEREON) ITEMS 17 THROUGH 18 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR THE DETAILS ON THESE ITEMS. 19. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE CITY OF RENTON SHORT PLAT SHPL FILE NO. LUA16000254RECORDED NOVEMBER 08, 2016 AS RECORDING NO. 20161108900006, IN KING COUNTY, WASHINGTON. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED DECEMBER 12, 2016 AS RECORDING NO. 20161212900010 OF OFFICIAL RECORDS. (AFFECTS PARCEL II) (SHOWN HEREON) 20. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: DECEMBER 27, 2016 RECORDING NO.: 20161227001163 (AFFECTS PARCEL II) (SHOWN HEREON) ITEMS 21 THROUGH 27 ARE NOT SURVEY RELATED. SEE THE TITLE REPORT FOR THE DETAILS ON THESE ITEMS. LEGEND ABBREVIATIONS (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) (R#) REFERENCE SURVEYS & SURVEY MONUMENT (AS NOTED) (OH) OVERHEAD + ¢ SECTION CORNER (AS NOTED) (UG) UNDERGROUND 0 SET REBAR/CAP (LS#45789) (TYP) TYPICAL O FOUND REBAR/CAP (AS NOTED) CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON (c) CALCULATED El SET 2"X2" HUB/TACK LINE STAKE CB STD GRATE TYPE 4 48" MAG/WASHER OR LEAD/TACK (AS NOTED) �{ + RIM=30.19 (M) MEASURED V 12" ADS I.E. N=24.19' BENCHMARK FIND LEAD/TACK - \ �Q 12" ADS I.E. W=24.19' LUMINAIRE (LUM.) \ YARD DRAIN ALLIED LS 40524 � ` � TREE LEGEND ® \ 12" ADS I.E. S=24.19' Cam❑ YARD LIGHT RIM=30.04 POWER DROP (JANUARY 2018) °\ °\� Cg \ 6" DI I.E. W=29.29' (ABANDONED) C�, X"M X" MAPLE �� ORNAMENTAL LIGHT \ GAS METER (TYP.) g o \ V X"P X" PINE ° TRAFFIC SIGNAL LIGHTS p \ 10' AS -BUILT GAS ESMT. `� � � � X"POWER METERD X" DECIDUOUS � OWNER: TOULA PROPERTIES LLC KC REC. NO. 20130411001089 POWER POLE G OFFSITE BLDG \ APN. 0007200126 f X"F X" FIR X"CED X" CEDAR 0.6' SE OF LINE ® JUNCTION BOX (AS NOTED) \ POWER EASEMENT ROOF DRAIN �: s w�� ASBUILT LOCATION 6 4Z~E � 42 � \ �, \ p,R�E.S � � X"COT X" COTTONWOOD ® TELEPHONE MANHOLE CHAINLINK FENCE \ KC REC NO. 9410201209 GAS STUB 16 N ❑ CATCH BASIN ( E \ NET Z 79.3 \ 9 J STORM MANHOLE (SDMH) FND 1" REBAR/CAP \ BLDG HT PARAPET HT=12.2' v: tf \ \ ALLIED 40524 =17.9 \Qr9 %�\ \ SANITARY SEWER MANHOLE (SSMH) POWER CAB%612Q�� BLDG HT=10.6' N � / \ °\ �� R/W DEDICATION \ o CLEANOUT (AS NOTED) (JANUARY 2018) � \ ` w \ ED \ YARD BIND v r ?,cr �\ \ w 20110620001118 ❑O GAS METER GV HEATPUMP \ o -1 s D4 GAS VALVE \ ° Z o \ 4 \ WATER VALVE (WV) q \ DECORATIVE PIED LIGHT p FAUCET / - - NO PWOW, qT c, BOLLARD (TYP.) Z I W/SIGN \ ° . (` a c ° 3 POWER o \ J \.SLOPES &UTILITIES EASEMENT \ �� FIRE HYDRANT(FH) / CONNECTION(FDC) CA \ PER 20110620001119 ® WATER MANHOLE N UTILITY AUL g CABINETS BLDG HT=18.5' A / \ CB iTD GRATE TYPE I ° �_ 2 \ ® WATER METER CHAINLINK FENCE SA BOX 8.0 J RIM=�9.79 $, \ BLOW -OFF / AIRVAC 12' ADS I.E. SE=26.69' MONITOR WELL rt " SSMH REASE TRAP / 6' BLDG FP \ \ CB STD GRATE TYPE I -1 SIGN RIM=29.86 RAMP 5,047t S.F FF=30.17' �%\ \ RIM=29.63 IRRIGATION SPRINKLER / \ 0 `. u` °\ 12" ADS I.E. N=24.86� DIRECTIONAL ARROW GAS METER � � �N• 6" PVC I. E=27.36 � BLDG HT=18.5' �- / ° CB i^�\ '° � � 0 \ TOP OF RISER I .=28.26' so . 12" ADS I.E. SW=2N.13' (�. HANDICAP SSMH GREASE TRAP ° SUMP I.E.=26.66' D LIGHT ON BLDG (TYP.) pa+, \ \ \ 12" ADS I.E. 5=24.86' nG.� / CHAIN LINK FENCE lIT �.. S e c+ m RIM=29.58 � � \� �. so �� plurl WOOD FENCE 6" PVC I.E. W=26.63' i9 [�\ 60� / ° NE f^.o"'\ o \ HOGWIRE FENCE TOP OF RISER I.E.=27.98' 0� o SI `\ / N / LOOP / p� \ �� ... SILT FENCE SUMP LE.-22.98' N ti SSMH GRE ,TRAP \ .. 9 i \ 1 �0 \ % PLANTER a c. \ p a O METAL/IRON FENCE 4 0 c °\°� ` ° ' \ 4 rl o GUARD RAIL/CABLE FENCE 10 9 J ��. CB STD GRATE TYPE C8 \ \ p0' \ o 0o µ, WATER LINE ON• G' SEWER EASEMENT 2 SS v RIM=29.87 s \ so ° G G o y s w GAS LINE 4 REC. NO. 5253595 NE 6" PVC I.E. W 26.72' 1pq \ e K.- INTERNAL 2 SSC LOT LINES 12" A S I.E. E 26.47' CB F \ \ u�� r -STEAM STEAM LINE ss TO BE REMOVED 12" A S I.E. N 26.49' c \/ rn O ( ) ( ) ( ) TEL. CABINET so s -r xx - TELEPHONE LINE OH OR UG WOOD RET. WALL \ \ i-o-'' _ m POWER*VAULT r -A- / c 9 50 pl Go r PER PROPOSED BLA P(xx) POWER LINE (OH) OR (UG) CB STD GRATE TYPE I ° r So /,,- ' 2 \ \ s� s O`L \ �� _SD STORM LINE ss SEWER LINE RIM=28.52 °� CB So ,,-- (ur) f o i - P(UG) 6" CNC I.E. E=27.39' �0� c+ 0 06 s ''-PNG) \ ` o C ROCKERY A GON. � cP � o P � POWER EASEMENT / o o ASBUILT LOCATION \ 2 0- a KEYSTONE WALL OWNER: FRED MEYER STORES INC 0 so _ sD _ 5oUi 50 -' w 12� 1 KC REC N0. 9410201209 ° .� ` G {� DECIDUOUS TREE APN.0007200209 ON•� .� Cg SD - SD I o o 'eo`Lo r \ z� CONIFEROUS TREE 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) Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com RECORD EXISTING CONDITIONS MAP FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. 4 G o ^SO SO _ o _� so Siki ESMT FOR SLOPES & UTILITIES .4 TREE DRIPLINE KC REC NO. 20110811001003 a �\ \ �\ \ V� �` 1_..t / ° EX 4" POWER, 3' DEPTH �� ° i w \ ��\ \`off LIGHT BASE °° a CONCRETE GON TO �\ o o aJ (POTHOLED) �+\ 5 ` GRAVEL/SAND (AS NOTED) n POWER VAULT CB STD GRATE TYPE I TEL. JBO s R/W DEDICATION 10' AS -BUILT GAS ESMT. N.�O� \ \ 7% RIM=28.84 TEL. V ULT C c\ 20110811001002 ASPHALT KC REC. N0. 20130411001089 Q c0 0� ° 0 2 4" CNC I.E. S=27.59' cP a . _ LL /� BUILDING LINE a �ON•1 LOT CB (IMPROVISED METAL LID INTERNAL LOT LINES �' W DRILLED HOLES i C, LIGHT / ) TO BE REMOVED s u: POWER METER TYP. i �p RIM=29.46 (TYP.) B . ss � �, PER PROPOSED BLA s i 6" CNC I.E. N=26.84' BLDG HT=16.2' ° �. \ ry � �` F,C• R��• \ °B Y� SS41H �� 6" CNC I.E. W=26.96' IRRIGATIO BOX (TYP.) FF=28.90 YARD DRAIN s " S O 6" CNC I.E. E=26.76' �\ \� `� B \ \ \ YARD DRAIN g. \ tS` � �` � \ L LO T LINES �5 r WOOD RET. WALL �^ TO BE REMOVED s \. CB SSMH TYPE II 48" \ PER PROPOSED BLA O�� pEO �, RAIN, CONTROL / sN p,QN �1 VISITEL T , 8" PVC I.E. E=23.67' BOX yam\ o \ \ CB STD GRATE TYPE 8" PVC I.E. SW=23.77' SEWER EASEMENT ��\ N \ � � -' `�; \ RIM=29.35 REC. NO. 5253595 GAS VALVE (TYP.) a . ; SSMH TYPE II 48" ° 12" ADS I.E. N=25.32' RIM=29.07 BOLLARDS \ o V so / sSOC 6" PVC I.E. W=26.15' 6" PVC I.E. N=22.49' \ o- CONCRETE PA \ 6" PVC I.E. S=25.95' 6" PVC I.E. E=22.72' a\ N W/ENGRAV IGN s 6.4 \ w i 8" PVC I.E. S=22.22' ® ` / GAS METER (TYP.) �\ " so ° CB STD GRATE TYPE I / 8" PVC I.E. W=22.42' \ \/ FF=29.02 T PV.31 / s\ \ � `/ / s° / a � � f 66" " PVCC I.E. N=27.27' w / \\ SEWER ESMT \ \ �2" ` ` CN ' RET. WA yo / S° / s / " S10'53'15"W AND LEAD/TACK / w / 42.03 /\ \ / REC. NO. \ /o s/ (JANUARY 2018)9708110700 / \ CB o FIND 5 8" RE R P ° 4.0' \ / / IED 40 \ a CHAINLINK FENCE a (JAN K 201 ss ON CNC RET. WALL S19'57'04"E ��C D GRATE TYPE I vo r r RIM=28.18 G / 0� 60 50� ' 4.48' w 4 CNC I.E. N=2,,6,�.9 ' ro r 2 g 9 ° \ �/ 1' 8" CNC I.E. E- 95' r/ 1ti 0 WOCOLRHANGUMNS \ .' T,Qq "� w �� \ 4„ DI 1 . S=2 r />�jEW Oo / \ \ a. ° OZ 56 yP �� FND 5/8° REBAR/ P f f B S / / r S r ALLIED 40524 r� s SSMH TYPE II 48" �p G x RIM=29.31 O (JANUARY 2018) �• 50 ° GPSE 8" PVC I.E. N=21.26, �QK�\N��v / CB 10' AS -BUILT GAS ESMT. • OE �'\ SMH i' !A/ G KC REC. NO. 20130411001089 \�---------- y� 8" PVC I.E. W=21.�6' RD r / r ss c0• � : / � / (TO BE RELOCATED) J � S �� 00 ► / SS tL c r / �`60� CB STD GRATE TYPE I , p �o �� SS / / 1a 000 RIM=28.32 w e ° . a 1 J ' 4" DI I.E. N=27.27' S / ' 'Sov/ S SSfri Know what's below. Call before you dig. Dial 811 //S ass 0��,6 1� \ /� B a R-406334 S -G ° �+ , 0V ss LOTti0 ,-'��0 SANITARY SEWER ESMT.'''- 0LIGHT 0 KC REC 0. 9708110701 �`` /�,/ -'a IN COMPLIANCE WITH CITY OF RENTON STANDARDS S PCGFS �oR� e SIGN (TYP.) so Q so SDMH O s - 0� SURVEYED: RLH SCALE: �- 7 1 20 VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 • I Y O o RECORD EXISTING CONDITIONS MAP 1T2/19/2019 DESIGNED: JC FIELDBOOK: ' RENTON 0 p FOR PAGE: DRAWN: CMS ONE INCH • CHICK-FIL-A RENTON DRAWING N0: AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. L ® 375 RAINIER AVE S RENTON WA 98055 C 2.O IF NOT ONE INCH + NO. REVISION BY DATE APPR APPROVED: `.R J SCALE ACCORDINGLY STORE NO.. 04249 SHEET: 2 OF: 24 _J w m Q a N O N a z w i r7 rn DO i D 0 00 / O O CD 00 i n w CONSTRUCTION SEOUENCE: 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. F#-] 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 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 0.17(02)/0.00096 = 354 SQUARE FEET MINIMUM 6. APPROXIMATE LOCATION OF INTERCEPTOR SWALE PER 217.10. SEE DETAIL 5/C3.1. RECORD TESC AND DEMOLITION PLAN FOR CHICK=FIL=A RENTON \ 11 \I 1 1 POWER EASEMENT ASBUILT LOCATION 1 i \ 1 �O o *G \ 2 / 1 00 sA a\ \ \ 13 \TI E 5 LdP 21 p O �. ° m 4 4 1 m \ sD _ 'p ♦ S� o 02 1 1 4 00 rSD 5 00 14 �\ 00 4 ,___-- rn 10 b to L T'`2 0 CITY 0 REN 0F C F N \o ° 0 , 19 5 AMENDED SHORT PLAT.-'' 12 a� \ 10 LU' 16-000254"- 2 G. ` 13 KC REC N0.2t, 161212900010 00�e TITLE PARCEL II It SEWER EASEMENT , \ ��.•' ry \ ° REC. N0. 5253595 ♦ \ \ /It 1 . 3 �` o \ \01 OF I\ TREE PROTECTION NOTE: \ 0"" '' 100, / / / / �� 8 CONTRACTOR TO REFER TO LANDSCAPING PLAN FOR NECESSARY TREE / 15' X 100' \`�� Ns \ +�'/�� S10°53'15"W PROTECTION MEASURES. 1SEWER SMRECE NOT It \ /� 3 J 42.03 \ , 9708110700 �� 1 00 0 NOTIFICATION REQUIREMENT NOTE: 29 - 31 PROPOSED DEVELOPMENT INCLUDES WORK ON PROPERTY LINE WITH ADJACENT / 1 8 9 PARCELS. CONTRACTOR TO CONFIRM WITH WARE MALCOMB (425-670-6706) ° \ \ / �i, ` /� I 4 8'5T04"E AND/OR CHICK-FIL-A FOR ANY RESTRICTIONS, TEMPORARY EASEMENTS OR / ° 4 9 ` 1 2 AGREEMENTS FOR CONSTRUCTION, PROPER NOTIFICATION TIMING, AND PHASINGIj CONSIDERATIONS TO LIMIT DISTURBANCE TO ADJACENT PROPERTY OWNERS AND ..4 ` ® s �1 000 6 ALL PARCELS PARTY TO AFOREMENTIONED JOINT ACCESS EASEMENT PRIOR TO ��L`'°j CONSTRUCTION. �\ sjJ ' -- O SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY!, STATE OF WASHINGTON V ° vQ s 2 32 11 KC REC NO. 9410201209 I 0 7 9 , , "• 1 - 5 � 6 3 \ i -1 Wo 17 3 / / �j OF 17 ;" \ 1 2It 13 4 13 '000 . • �'\ `o ' / j♦ \ \ 60. p OF I F- 10' AS -BUILT GAS ESMT. KC REC. NO. 20130411001089 \ ® DEMOLITION CALLOUTS: 1. DEMOLISH EXISTING CONCRETE AND/OR ASPHALT AND DISPOSE OF OFF -SITE. ASPHALT WORK FOR WATER CONNECTIONS IN FRED MEYER DRIVEWAY MUST BE COMPLETED DURING TIMES WHERE FRED MEYER IS CLOSED. 2. DEMOLISH EXISTING BUILDING AND APPURTENANCES AND DISPOSE OF OFF -SITE, UNDER SEPARATE PERMIT. 3. DEMOLISH EXISTING CURB AND DISPOSE OF OFF -SITE. 4. DEMOLISH EXISTING STORM LINE AND APPURTENANCES. DISPOSE EXISTING STORM LINE AND APPURTENANCES OFF -SITE. 5. DEMOLISH EXISTING ELECTRICAL SERVICE LINE. DISPOSE OF OFF -SITE. COORDINATE EXTENTS OF DEMO WITH PURVEYOR PRIOR TO DEMOLITION. CAUTION! EXISTING ELECTRICAL IS TO BE PROTECTED IN PLACE UNTIL THE EXISTING TRANSFORMER IS DISCONNECTED. 6. REMOVE EXISTING SIGN AND DISPOSE OF OFF -SITE (TYP). 7. TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). ADJUST AS NECESSARY DURING CONSTRUCTION. SEE DETAIL 2/C3.1. 8. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING DEVICE). ADJUST AS NECESSARY DURING CONSTRUCTION. 9. DEMOLISH EXISTING GAS LINE AND APPURTENANCES AND DISPOSE OFF -SITE. CONFIRM WITH PURVEYOR WHETHER THE EXISTING GAS LINE AND APPURTENANCES HAVE PREVIOUSLY BEEN DEMOLISHED. COORDINATE WITH PURVEYOR FOR CAPPING REQUIREMENTS. 10. PROTECT EXISTING SANITARY LINE AND APPURTENANCES TO REMAIN. 11. PROTECT EXISTING UTILITY TO REMAIN. 12. REMOVE EXISTING TREE (TYP). 13. REMOVE EXISTING CONCRETE WHEEL STOPS (TYP). 14. REMOVE EXISTING LOT LIGHT. 15. PROTECT EXISTING TREE TO REMAIN (TYP). 16. EXISTING SHED ALREADY REMOVED. 17. REMOVE EXISTING BOLLARD AND DISPOSE OFF -SITE (TYP). 18. RELOCATE EXISTING 1.5" WATER SERVICE AND METER TO 364 RENTON CENTER WAY. 19. PROTECT EXISTING BOLLARDS TO REMAIN. 20. REMOVE EXISTING TRANSFORMER. CAUTION: PROTECT EXISTING PRIMARY ELECTRICAL LINES AND TRANSFORMER IN PLACE UNTIL NEW PRIMARY LINE AND TRANSFORMER ARE INSTALLED. REMOVE TRANSFORMER AND PRIMARY SERVICE LINE ONCE IT IS DE -ENERGIZED BY PURVEYOR. COORDINATE SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 21. REMOVE EXISTING WOODEN CURB AND DISPOSE OFFSITE. 22. RELOCATE EXISTING FIRE HYDRANT. SEE C9.0 FOR RELOCATION AND FURTHER DETAILS. 23. EXISTING UTILITY SERVICES ARE LOCATED WITHIN THIS AREA. UTILITIES WITHIN THIS CORRIDOR INCLUDE TELEPHONE, GAS AND POWER. THESE UTILITIES WILL BE ADJUSTED TO REROUTE AND REMAIN IN SERVICE. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATION OF AND PROTECTING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 24. ABANDON EXISTING 4" C.I. WATER AFTER TRANSFERRING EXISTING 1.5" WATER SERVICE AND METER TO 8" WATER MAIN IN RENTON CENTER WAY. CUT AND CAP EXISTING 4" WATER AT MAIN LINE (BY CITY FORCES). SEE C9.0 FOR MORE INFORMATION. 25. RELOCATE EX. STREET LIGHT. SEE SHEET C7.0 FOR LOCATION. 26. CUT AND CAP EXISTING WATER SERVICE AT MAIN LINE (BY CITY FORCES). CONTRACTOR TO OBTAIN AND COMPLETE ANY NECESSARY PERMITS AND CONFIRM SCOPE OF WORK PRIOR TO CONSTRUCTION. 27. PROTECT EXISTING SIGNAL POLE TO REMAIN DURING CONSTRUCTION. 28. PROTECT EXISTING CONCRETE PAD WITH ENGRAVED SIGN. 29. CUT AND CAP EXISTING 1.5" WATER SERVICE AND METER TO 367 RAINIER AVE S. 30. PROTECT EXISTING WATER METER TO REMAIN FOR LANDSCAPE IRRIGATION. 31. GAS LINE WAS RECENTLY LOCATED BY GAS PURVEYOR TO LOCATION SHOWN. CONTRACTOR TO FIELD VERIFY WHETHER GAS LINE NEEDS TO BE RELOCATED TO CONSTRUCT PROPOSED SITE IMPROVEMENTS. CONTRACTOR SHALL COORDINATE WITH 4G AND PURVEYOR TO RELOCATE GAS LINE AS NEEDED. 32. PROTECT EXISTING ELECTRICAL CONDUIT BOX. 33. RELOCATE EXISTING LUMINAIRE. 10' AS -BUILT GAS ESMT. O SEDIMENT CONTROL NOTE: \. ° y' a � ' � , � � 3 KC REC. N0. 20130411001089_--------- TESC LEGEND: \ ,-' (TO BE RELOCATED) CONTRACTOR TO SLOPE SITE AND MAINTAIN SEDIMENT CONTROL O 2 BMP'S TO ENSURE THAT THE SITE CONTAINS ALL SURFACE ® Know what's below. STORM WATER RUNOFF AND SEDIMENT. THE PROPERTY SHALL CATCH BASIN PROTECTION (�+y 5S i SS z ,� G \✓ 7 Qt�v {� BE BOUND BY SILT FENCE. ADDITIONAL TESC CONTROL MAY BE p C11I before you dig. / !' REQUIRED. WHAT HAS BEEN DEPICTED ON THESE PLANS IS 1 Dial811 TEMPORARY CONSTRUCTION "' ss � � \� � e ' \l / '�`iO SILT FENCE EASEMENT C' G �P• " ° ONLY THE MINIMUM REQUIRED TO CONTAIN SILT LADEN STORM / LIMITS OF DISTURBANCE s �\ �\ ', 4\\� 1;? a : WATER. CONTRACTOR MAY BE REQUIRED TO MODIFY OR ° IMPLEMENT ADDITIONAL TESC CONTROLS THROUGHOUT R-406335 SANITAR�,EWER ESMT. \r�/ \'\ CONSTRUCTION. CONSTRUCTION ENTRANCE /ss ss KC R�C�0.9708110701 //1. ,'� °o IN COMPLIANCE WITH CITY OF RENTON STANDARDS R\s JENS 12 ASPHALT TO BE REMOVED ss i SS SD - SD 50 1 ss sow t . ' CONCRETE TO BE REMOVED s'� / -5, �+ ° �i s so 2 \ �� so s0 SD Z ,p 47671 F6' 1 S T TEMPORARY CONSTRUCTION FENCE so \^ S10NA L E��I��j�ti ° . . U TREE TO REMAIN Barghausen TREE TO BE REMOVED Consulting Engineers, Inc. - - TEMPORARY "V" DITCH 18215 72nd Avenue South Kent, WA 98032 COMPOST SOCK 425.251.6222 barghausen.com NO. AS -BUILT PLANS REVISION SURVEYED: RLH DESIGNED: JC DRAWN: CMS MM 3/15/21 CRJ CHECKED: AEM BY DATE APPR APPROVED: CRJ SCALE: VERTICAL: NAVD 1988 171-20' HORIZONTAL: NAD 1983/1991 ClTY OF o0 12/19/2019 L PRI RECORD TESC AND DEMOLITION PLAN FIELDBOOK: RENTON 0 FOR PAGE: ONE INCH -- CHICKFILA RENTON DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. ® IF NOT ONE INCH 375 RAINIER AVE S RENTON, WA 98055 O SCALE ACCORDINGLY STORE NO.: 04249 SHEET: 3 OF: 24 _J J L'i m Q Q N CD N a Z w I rn DO .5 (n / 00 O CD CD 00 i a w JOINTS IN FILTER FASRfC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS. OR EQUIVALENT TO ATTACH FASRiC TO POSTS 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FAI3R IC USED FILTER FABRIC --ICI---------- 'MAX. POST SPACING MAY BE INCREASED 70 V IF WIRE BACKING IS USED I ;A x4" MIN. TRENCH I `` I 12' MIN. J 13ACKFILL TRENCH WITH NATIVE SOILLiIf OR314" TO I.1l2" WASHED GRAVEL 2'x4" WOOD POSTS. STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES. t. COF{OR1471S OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 'CHE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AD$ (A$TM (14751) 3a1B0 SIEVE SIZE {B.SR-4.45-j FOR SILT FILM 50.500 SEVE SIZE (4.�-0.S5mm) FOR OTHER 1=ABRiCS WATER PERMITTIVRY(ASTM D4491y 0.02 SEC'MINIMUM GRAB TENSILE STRENGTH (ASTM 1:14632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION fAST A D4532) 30%MA(. IWDVEN) ULTRAVIOLET RESISTANCE tASTM Ot3SN 70%MIN. 2.2. STANDARD STRENGTH FABRIC REOUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRE D 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 2H:1 V 24 IF A TYPICAL aLt FENCE Is USED, THE 8'ANDARD 4'XV TRENCH MAY BE RrDuGEO AS LONG AS THE BOTTOM 9 INCHES OF THE SILT FENCE FABRIC Is WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE 3, MAINTENANCE STANDARDS 5.1. 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 IMPCRTANTTO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT 3A. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GECTEXTILE I HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SMALL BE REPLACED. L)MUSSOTHr,RWI':F NOTr D,DRA'WINC.IS'JOTTO.CAI.? FNTSI STD, PLAN - 214.00 PUBLIC WORKS DEPARTMENT SILT FENCE GAZ 9/28/2015 r..... vla.. ean,...:..n . DAT If ILT FENCE TO SCALE 4' MIN. 12' DEPTH 2" -4' ROCK 24' MIN. SETTLING DEPTH 1.S-MIN SEDIMENT S1 ORAGE J NOTES: 1. MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12, OVERFLOW DEPTH OUTFE-OW CHANNEL IF r CQ74STRUGTED BY EXCAVATION l J S MAX. 12" DEPTH 914' - 1 11'£ WASHED GRAVEL FILTER FABRIC FENCING OVERFLOW SPILLWAY V MIN. WIDTH : 4 S AI UNLESS OTHERWISE NOTED, DRAWING15 NOT TO SCALE (NTSI STD. PLAN - I1140 PUBLIC WORKS RKMED. DEPARTMENT SEDIMENT TRAP GAS 9/28/2018 I DATE SEDIMENT TRAP NOT TO SCALE Ram R 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROADSTANDARDS 4",W QUARRY SPALLS GEOTEXTILE 12' MIN. THICKNESS RECORD TESC NOTES FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CONSTRUCTION ENTRANCE NOTES: 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. 1T is RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15, MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA NOTES: 1- CONDITIONDFUSE 1 1 CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVEUNC' ON PAVED ROADS OR OTHER PAVE D AREAS WITHIN 1,000 FEET OF THE 917E 12. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STASIUMD SURFACES SHALL BE OF SUFMIENT LEN07MWIOTH TO PROVIDE VEHICLE ACCESSIPARKLNG. BASED ON LOT SIZEICONF IURATION. 2, DESIGN AND INSTALLATION SPECIFICATIORS 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 STANDARDS - GRAB TENSILE STRENGTH (ASTM D4432) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM 04M 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D8241) 496 LBS. MIN. ADS (ASTM 0475T) 2(W5 IU.S. STANDARD SIEVE SIZE) 2.2 DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR OONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE 0H LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCHy MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROAOS- HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4 FENCING SHALL 9E 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 PAVEME NT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL, BE USED. TH LS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE 13IMEN5IQNS OF THE ENTRANCE, OR THE IN5TALLATION 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 I T IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHEO 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. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL HE REMOVED IMMEDIATELY 3'.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCEISI, FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNL955 OTH[R W IS E NOTEP, ❑RAW spy 15 Nor TO $OLF (NYSI STD. PLAN - 215.10 PUBLIC WORKS PPVOvrn DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I ism, w �DATE CONSTRUCTION ENTRANCE NOT TO SCALE I C /011 n n /CAI 1/AKii7rll .45 Al V V1 NV I\LIL IVIIIV I I\\-/VIVL JLI.VI\L BLOCK MIN 80 ATTACHMENT AROUND LBS ENTIRE FENCE PANEL TEMPORARY CONSTRUCTION FENCE NOT TO SCALE :45 AN Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com TYP) 2 MAX. LEVELBQTTOM MAX 1� 12' MEN. �TMIN.� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES. 1. CONDITIONS OF USE 1.1. REQUIRED AT I.1.1. THE TOP OF AL L SLOPES IN EXCESS OF 311:1 V 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 20i;IV IOR LESS) 3-5% 300 FEET ($0 TO 20)H:IV 5-1846 209 FEET 14 TO I0y11-1 V 10"414 100 FEET f2T04yH1V 2540% SO FEET 2, DESIGN AND INSTALLATION SPECIFICATIONS 2,1. FOR SLOPES STEEPER THAN 2H;1V WITH MORE THAN 1D FEET OF VERTICAL REUEF. 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 SF OIMENT 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 SHALL BE REPAIRED IMMEDIATELY- _12. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANIWOR FREQUENCY OF THE SWALES SMALL BE INCREASED. UNLE55 OTHERWISE NOTED, DRAWING 15 NOT M SCALE (NISI STD. PLAN - 217.10 INTERCEPTOR SWALE 9/29/2018 PUBLIC UR1 WORKS PR D DEPARTMENT GAZ I DATE NTERCEPTOR SWALE 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 THL 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 SPECIFIi 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 CM, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2 THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 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 PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CQNSTRUGTION. 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 WRING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6, WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSFTE 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 CONCRETE WASHOUT AREAS. 7 ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND10R CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSE. 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 L IOUID 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 SUPS 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 DUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY, IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS CHANNELS, OR STORMWATER FACILITIES - 11, ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVL L 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. IR BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17, AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 7J3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM, 18, ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20, PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SMALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SIT L ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ONSrTE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED, AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST 22, ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. STD. PLAN - 268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL VGAZ DEPARTMENT STANDARD PLAN NOTES 9/28/2018 I DATE SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ :4S AN 5' MAX. DRAINAGE GRATE TRIM GRATE FRAME _ CT OVERFLOW BYPASS 7 BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE IRECTANG1JI.AR GRATE SHOWN] RETRIEVAL SYSTEM LTY P.) - I !l!1! OVERFLOW BYPASS iTYP.) BELOW 114L.ET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 501) FEET OF A DISTURBED OR CONSTRUCTK)N AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE C'O YED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM 3, THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE 4. SIZE THE BELOW INLET GRATE DEVICE (GIGO) FOR THE STORMWATER STRUCTURE LT WILL SERVICE. 5. THE 316D SHALL HAVE A BU ILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). B. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WRHQUT SPILLING THE COLLECTED MATERIAL- 7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.306) B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVALLABLE STORAGE. THE. FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTEJ), DRAWING 15 NOT TO SCALE (NISI tGA TD. PLAN - I16.30 URIPUBLIC WORKS DEPARTMENT CATCH BASIN INSERT 9/2$/2fl1$ I �.". DATE CATCH E3ASIN INSERT TO SCALE CITY OF RENTON EROSION AND SEDIMENT CONTROL NOTES I G' Q � z ,p 47671 :45 Ar e FC 1 S T ERA ss/DNA L '51 SCALE: N A / VERTICAL: NAVD 83/1 HORIZONTAL: NAD 1983/1991 • Cl T Y OF RENTON - • ONE INCH Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :45 AI 24 HR EMERGENCY CONTACT: DON IKELER (303) 519-7206 ® Know what's below. p Call before you dig. 1 Dial 811 R-406336 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD TESC NOTES 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: DRAWING NO: C3.1 SHEET:4 OF: 24 M CD CD _J _J LLJ m Q Q N O N c.� i rn 00 i U) 0 / Q0 m 00 / V) O O O 00 w I I WALL ELEVATIONS TW = TOP OF WALL I I FF 30.77 RECORD GRADING PLAN - NORTH FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON CMU SCREENWALL NOTES: 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 POWER EASEMENT LANDING COMPLIANT. ELEVATIONS v/ I I WITH ADA STANDARDS (SECTION 405) WHERE NECESSARY TO TW= xxx.xx X X KC REC NO. 9410201209 AND SLOPES SHOWN FOR CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5% BG= xxx.xx REFERENCE ONLY. / ° (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP O 30.70 - SET TOP OF CURB 6" I MEETING ADA STANDARDS (SECTION 406.8) SHALL BE PLACED DIFFERENCE IN - _ _ _ ABOVE ADJACENT 4 WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND IS ELEVATIONS I ---�� PAVEMENT AND v . D NOT SEPARATED BY A CURB, RAILING, OR OTHER ELEMENT MEETING BG=FINISHED GRADE I ° ° a° °=�7/ EXPOSED CURB BACK v ' ADA STANDARDS. ELEVATION \ � 30.27 _ _ _ _ _ 10' GAS EASEMENT Z GRADE AREA TO DRAIN / - _ N77'26 4 KC REC. NO. 20130411001089 TW O` �0.7 30.27 36.27 / 29.80 2 E 167.42' 30. 5 EX v 30.66 EX >t C+. T30.7 t ME SPOT ELEVATION NOTES: J0.72 30.14 / D 0.70 / _ _ _ _ _ _ _ _ 30.14± FL ME rn ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP OF -------- BG � a 7 I ° 30.64± TC ME ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS OTHERWISE 3 .66 . 7.509' 3 .27 ° v a 29.50 `� - _ P 1.22% 17 Z NOTED. 0.64 30.2 30.11 ----- 30.1�6 ��` 30.8 C BG - GRADE AT BOTTOM OF EXPOSED WALL % 7 F WALL 30.1 1 ± FL ME COL-TTOP OP OOF FOOTING COLUMN WALL BURY DEPTH PER i 1.5 %' 30.21 FC � � � � �'�`� I '1.509' 30.28 TC � TA =TOP OF ASPHALT ADJACENT TO CURB/SIDEWALK STRUCTURAL PLANS. I I ,1., �o TC TOP OF CURB/SIDEWALK ADJACENT TO ASPHALT FOOTINGS SHALL BEAR ON I 30.40 30.14 0�°� d a �,, 2.26� 29.19 \30.4 TP - TOP OF PAVEMENT IMPROVED SOIL MINIMUM PER O I z FC - FLUSH CURBING ADJACENT TO PAVEMENT STRUCTURAL PLAN NOTES. _ _ _ ° a a w wl v ME - MATCH EXISTING 30.84�q� + GB - GRADE BREAK 30.03_ FL ME PL - TOP OF PLANTER/RAISED TAPERED PLANTER WALL 1 I D 1 30.19 I I I 1 / of 30.20 TC 1 29.53 / �I 1.50%Q 0 I 26.90 30.23 30.27 1 �1I �' i p 30.35 9.98± FL ME EXISTING UTILITY LIDS: / 30.15 TC i v ALL EXISTING UTILITY STRUCTURE LIDS THAT FALL WITHIN THE AREA 1CbdW00 �� 1CddWOC� 1CddWOC 10`ddWO 1CbdW00 /�1CbdW00 d 30.23± ME OF WORK SHALL BE ADJUSTED TO FINISHED GRADE ELEVATIONS. ` I .�tK i 29.76 SET TOP OF CURB) 30.89 =w ° _ _ _ _ CONTRACTOR SHALL CONFIRM THE FEASIBILITY OF ADJUSTING 1 i 30.24 �, 29.42 I I 6" ABOVE ADJACENT L 4 ' EXISTING UTILITY STRUCTURE LIDS TO FINISHED GRADE PRIOR TO I � � 30.11 I � 1 � 30.85 M SEWER EASEMENT 0 i I W i PAVEMENT ,� v 29.95± FL M 30.20± ME CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. p P 1 10 W00 30.12 TC IY REC N0. 5253595 I i� �� 30.28 _ _ _ _ _ _ _ - _ _ _ 59% . I n I 2 .99 i '� I I ` 30.44 �� I 29.59 I I 31. 0 / 30.15 a �� i 30.0� �` 29 59 i '� 4sg i 31.0 'I 30.26 �. I '` 29.90± FL ME UTILITY PROTECTION NOTE: 1 1 0 _ _ _ _ _ _ 30.77 I CONTRACTOR SHALL UTILIZE ANY MEASUREMENTS NECESSARY TO 1 29 93 ♦` 30.45 31.12 1.48% PROTECT EXISTING UTILITIES THAT MAY BE IMPACTED BY 1 1 29 85+ FL ME SET TOP OF CURB 6" 30.1 1 I _ _ _ _ _ _ 1 ^ o q OVEREXCAVATION NOTED IN GEOTECHNICAL REPORT 1 1.51 % 1 30. 5± TC ME ABOVE ADJACENT I _ _ _ _ _ 31.06 1 ° a 1.26% §.7 I 29 89 30.4�1 + 4 PAVEMENT AND 1.50% �� EXPOSED CURB BACK i 30.15 �` v . a 29.74 a I �� ° \ 30.87 301.53± ME 0 TP=- 30.08 TP= 29.88 TP= 29.78 I 2 2 _ _ 0 I 1 / COL= 27.78 COL = 27.78 aj COL= 27.78 1 .750% 30.37 / 0 29.90 ,' L 29.79± FL ME 9.89 ' C v p. TW= 34.05 30. 0 30.29± TC ME 30.05± ME 74 i J �� v / '� 30.19 BG= 30.99 ------ 29.58 /� a o �. / `" v 4 v / a a v TW= 34.05 v 1.50%Q v - -� ° BG= 30.94 I 0.31 ± MEN' ' 30.01 ± ME _ a a �� 2�.92. �r 29.95 ° 29.19± FL ME 0 / 1 / TP= 30.11 TP= 29.94 TP= 29.88 I 4 `� 4130.28 J - - - - - 30.29± TC ME / 29.47 / COL= 27.78 COL= 27.78 ICOL= 27.78 i0' 0 30.58 EXISTING SIDEWALK IS ADA M % i v �� ° a ° 4 T 30.44+ ME I 29.79± FL ME I LANDING COMPLIANT. ELEVATIONS 10' GAS EASEMENT _ - KC REC N0. 20130411001089 ; c, 30.20 Q TA v 30.29± TC ME AND SLOPES SHOWN FOR -4-L SLOPES & UTILITIES EASEMENT REFERENCE ONLY. - -� PER 20110620001119 EXISTING SIDEWALK IS ADA �II ------- - - - - -- 30.0 /IIII / 3-1O ----------- --------I � 1d 30.430.24a a. 29.77 29.54 30.58 N/v 4 crt 'I SLOPES & UTILITIES EASEMENT .� 29.99 . KC REC NO. 20110811001003 30.89 TC 30.96 I a rn v l 29.35 0 0 1 M zo ° I L0 do N I 30.37 II \ 3035 30.58 1 30.55 . I � 1 29. 6 30' 30.24 1 30.5 a I 1 1 / TW= 34.05 O II 1 1 30.45 TA / 1 56% 61 % - - ' 30.95 TIC / i BG= 31.05 1 I o 1 Ln I Y1.38% 1 11 TA 11 0 30.25 w 1 ° o k CMU SCREENWALL WITH STUCCO FINISH I 30.�� 30.50 TA b\ m ?'!u''.P',, 30.50 TIC t° PER STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON IMPROVED SOIL 18' MIN PER STRUCTURAL PLAN 1 a RIDGE LINE 1_ _ RIDGE LINE_ ° \ 1 a 29.90± ME NOTES. TOP OF FOOTING = 29.38 CONTRACTOR TO ° v 1 29.74 30.53 v a TA l CONFIRM BURY REQUIREMENTS WITH STRUCTURAL 1 c� RIDGE LINE (AT MATCH LINE) v �31r? ITC 30.00_ ME PLANS PRIOR TO CONSTRUCTION AND ADJUST AS ----- - - - - -- ------- ----- - - ---------- GEOTECHNICAL RECOMMENDATIONS MATCH LINE SEE SHEET C4.1 GRADE BREAK NECESSARY. THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON CONSULTANTS, INC. DATED JUNE 21, 2018 AND IS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. 1. POSSIBLE STATIC SETTLEMENTS AND LIQUEFACTION IN THE EVENT OF AN EARTHQUAKE IS PRESENT. IT IS RECOMMENDED THAT THE BUILDING BE SUPPORTED ON SMALL DIAMETER (PIN) PILES OR THAT GROUND IMPROVEMENT SUCH AS AGGREGATE PIERS BE UTILIZED TO IMPROVE FOUNDATION SOILS. 2. OVER -EXCAVATION SHOULD EXTEND TO 2 FEET BELOW THE BOTTOM OF THE PAVEMENT SECTION. GEOTEXTILE (MIRAFI 50OX) SHOULD BE PLACED DIRECTLY ON SUBGRADE TO PROVIDE SEPARATION BETWEEN THE SOFT SUBGRADE AND STRUCTURAL FILL. PLACE AND COMPACT 2 FEET OF STRUCTURAL FILL ABOVE THE GEOTXTILE. 3. ALL GRADES MUST PROVIDE EFFECTIVE DRAINAGE AWAY FROM THE BUILDING DURING AND AFTER CONSTRUCTION. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com No. POWER EASEMENT KC REC. N0. 9410201209 Know what's below. PROVIDE 15" D.I. SLEEVE ® OU Call before di FOR PIPE UNDER WALL'S O Y g• ZONE OF INFLUENCE 1 Dial811 R-406337 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q � z ,p 47671 O NALTEF.�G\�� SURVEYED: RLH SCALE: �- , 1 -10 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY O F %R 1; 0 o RECORD GRADING P LAN NORTH 12/19/2019 DESIGNED: JC FIELDBOOK: RENTON 0• 1i , FOR i/ PAGE: DRAWN: CMS DRAWING N0: C4.0 ONE INCH Planning/Building/Public Works Dept. CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON WA f 98055 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE IF NOT ONE INCH REVISION BY DATE APPR SCALE ACCORDINGLY STORE NO.. 04249 APPROVED: CRJ SHEET: 5 OF: 24 _J _J LJ Ln Q Q N 0 N a) 0 00 rn U) 0 / Q0 m 00 1-1 Cn CD CD 00 LL w RECORD GRADING PLAN - SOUTH co FOR 0 CHI K FIL A RENTON SCREENWL WITH STUCCO FINISH PER C STRUCTURAL PLANS. FOOTINGS SHALL BEAR ON IMPROVED SOIL 18" MIN PER SECTION 1$, TWP. 23 N., RGE 5 EAST, W. M. STRUCTURAL PLAN NOTES. TOP OF FOOTING= 29.38. CONTRACTOR TO CONFIRM BURY Q# DRAINAGE NOTES: CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON REQUIREMENTS WITH STRUCTURAL PLANS III PRIOR TO CONSTRUCTION AND ADJUST AS 1. CONTRACTOR TO PROVIDE 3" WEEP HOLES THROUGH CMU WALL NECESSARY. FOR DRAINAGE DISCHARGE. CONTRACTOR SHALL VERIFY THAT NO MATCH LINE SEE SHEET C4.0 RIDGE LINE WATER IS TRAPPED IN PATIO AREA. ------------------------------------------- - - - - -- - -- A-- ° 1 29.74 Y ��' RIDGE LINE (AT MATCH LINE) °30.55 . - - �I- - � I I � wE TC o SPOT ELEVATION NOTES-• , m _d 30.53 i 47 TA. SET TOP OF CURB 6" i o w I 3�.44 a° 4 C � ALL SPOT ELEVATIONS SHOWN ARE TO FINISHED SURFACE (TOP ABOVE ADJACENT i, A "� I a 30.62 I ,50% OF ASPHALT OR TOP OF CONCRETE PAVEMENT) UNLESS PAVEMENT AND ° v ,i 1 30.16 ° GRADE BREAK N� OTHERWISE NOTED. EXPOSED CURB BACK I i 30.89 TA TW= 34.05 31.39 TIC 3.0' o BG= 30.99 BIG - GRADE AT BOTTOM OF EXPOSED WALL r� 30.04 ----31_______---' 30.82 Q°40 30.96 TA TW - TOP OF WALL IQ 29.58 1 30.15 0.21 ° Z COL - TOP OF FOOTING COLUMN a ��ZQ.50% 30. 0 ° TA - TOP OF ASPHALT ADJACENT TO CURB SIDEWALK _9. 5mT - T P F R I A K A A T T/ A PHA T , 0.50%4.507 30.52 30.24 TA v.0 0 0 CU B/S DEW L DJ CEN 0 S L i- _ _ - ° TP - TOP OF PAVEMENT i 1.517Q RIDGE LINE 2g 95 i ° - ---- ------- 3�.10 FC - FLUSH CURBING ADJACENT TO PAVEMENT 31 % ° �� ° \29.54 1.41 % ME - MATCH EXISTING � i M_ ° ° � ----� 30.17 T � � rn GB - GRADE BREAK i �_ _ - ° ° 4 PL - TOP OF PLANTER RAISED TAPERED PLANTER WALL 10 GAS EASEMENT ` ° ° ` a Z / KC REC N0. 20130411001089 i 29 49 0 ° 4 ° �� ° A0 /I C 4 ° ,�^ ° 0.747-7 rn 4. N ,n POWER EASEMENT CD 1.507, 29.3 iA ° ° I KC REC. N0, 9410201209 29=5 9i ° ° �N d ° a N q I I a ° I y � „� .9 ° 29.95 TA \0 29.30 ° a .° v a a9 I 30.45 TC Osg � 4 ' ° .50% 30.50 ° 30.50 3°0.50 d `�` 30.00 ° �° 29.904 ° � ° v �I 16 00 ° �- V. ° ° / �' SLOPES & UTILITIES EASEMENT 15' X 100, I 30.1 A� SEWER EASEMENT 30.45 I / 0.50 w KC REC N0. 20110811001003 I i I , REC NO. 9708110700 TW= 34.0 � - ----------- - ----- -- ----- � - TRANSITION TO ° I I 5 FULL HEIGHT CURB I 30.50 / / BG= 30.73 29.91 TA i 30.41 TC I I i , 30.50 Q N ° 30.50 1 0 °I v !/ 1 SEWER EASEMENT i I I 4 \ I REC NO. 5253595 i Q CUSTOM BL_DG aI o ° I ' „/ i ° 1 TA 51 % FF=30.50 i � KCGAS REC EASEMENT SET TOP OF CURB 6 33.47 PL I 1 ABOVE ADJACENT i U r I ri ° 20130411001089 PAVEMENT AND J9.89 oa 1 00% I I ° I _ li i 4l (TO BE RELINQUISHED) I 4�� EXPOSED CURB BACK 29.76 = E GRADE BREAK ABOVE CURB / 33.47 PL il,, O 29.73 I I ° ` 1.00% O 305 i III I 1 v 2 .7 II 30.50 � I , I I \ a 30.50 0.50 30.50 33.47 PL I x 1 ° RIDGE LINE 1 29.99± ME : D I -1v x I EXISTING TYPE 1 CATCH BASIN 29 71 i TA3 2RIM: 26.01 i 0.5 30.50 30.50001?: IV 9.13± ME 29.44 �o �I 30.42 30.50 1 I SANITARY SEWER EASEMENT - X - 00 29.38 T <_- GRADE BREAK 1/ft 0.34 29. ± ME I KC REC N0. 97081 10701 � � 29.88 .04% 1 - - - - I I 29.94 �` •31 % � ^ - a � � ^ 1 � - - � � 32. 7 PL 4 . 30.68 P ; I00 29.20 TA ° � "O ° .00%� W��o ZRIDGELINE - 32.3 PL ° 0or2g� \ \ 29.70 TC°.1 30.40 d Lr7 . ° ° �� -32 37 L v ° v 4. .14 \ - - - - GRADE- BREAK �� I ° 1 1 30.40 30.40 ' 31 0 1 30 30.44 \ Z - - - -28.96 - 1.509, 29% .75% \ 28.81 2 1 3d. 33 PL � 28.88 co 28.72 29.7 32 - - - - - - - - - - - - �- _� L (1) 6" RISER 0 28.50± ME N 32.19 P �� o o 50% p ---- 29.63± M \ ` b\ 32.26 L Ln Lq \ fl Q, 2.2._ -� 819.259.6. 0 31. 0.O 29.4S10'5315"W o 42.03119 c LQ EXISTING TYPE 2 48" SDMH '01 ��8 66 TI 30.2� 1 _ 50%_- _ _� 4 `� 0.1 - 29.19 \ RIM: 26.86 OddWO� 1oddINO 29.16 T� 1 is -3621 - __------- 1 f 30.11 PL 30. _ - \ f _ 2 . - (2) 6 RISERS \ 4 TA _ __________ i. 28.962,g ..:... I % 2 F I 29.03 �.� b�.. �` 4�„� t44.64�-- TRANSITONETO �1• N 28.89 / -- 28.37 M 6" RISER 29.41 ± ME 5� �- /ACCESS EASEMENT a rn i� . 7± (2) 7" RISERS Know what's below. PER SHORT PLAT \ 2 .15± ME - o. 4 28.56 I - 79 17ITC I o.. PROVIDE 8 D.I. SLEEVE p Call before you dig. / \ `f� 28.50. .. ; 7" RISERS FOR PIPE UNDER WALL'S 1 Dial811 o(2) � __ _ 9.12 TIC -- 28.67± E ', CONE OF INFLUENCE \ 28.59± ME VVtIVA R i R-406338 / IN COMPLIANCE WITH CITY OF RENTON STANDARDS SET TOP OF CURB 6" ABOVE ADJACENT 28.55± ME , �� R\5 J ENS PAVEMENT 47671 F6'/S1ERF� NA L E �I,�g� Barghausen SURVEYED: RLH SCALE: - VERTICAL: NAVD 1988 >, 7 HORIZONTAL: NAD 1983/t99t 1 -10 Y \ ' i`J o 1T2/19/2019 Consulting Engineers, Inc. g g ' DESIGNED: JC - RECORD GRADING PLAN SOUTH FIELDBOOK: �Cl RENTON 0 FOR PAGE: 18215 72nd Avenue South DRAWN: CMS I ONE INCH I 1 � CHICK-FIL-A RENTON DRAWING NO: Kent, WA98032 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. 11 375 RAINIER AVE S RENTON, WA 98055 C4. 425.251.6222 barghausen.com NO. REVISION BY DATE APPR APPROVED: CRJ IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.. 04249 SHEET: 6 OF: 24 J LJ m In Ln N N CD N a rn 00 8 0 / 00 CD CD 00 In z 4 AS -BUILT DRAINAGE PLAN FOR •�� C REC. N0. 20130411001089-FIL=A RENTON 10' GAS EASEMENT ' CHICK K•* •• SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. POWER EASEMENT CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON KC REC NO. 9410201209 • ALL N �•' ` ♦ SHALLBEPRIVATELY STRUCTURES, AND ES AND MAINTAINED ILA AIM12�•�� •� t, •• UNLESS OTHERWISE NOTED. 19 LF 6" ° •�.. DRAINAGE NOTES o� CB #1 SD @ 0.50% "' CONNECTION FOR ROOF DRAIN CONFIRM ` 46 LF 8" �• •♦ '`. DOWNSPOUT LOCATIONS AND TIE-IN POINTS WITH E SDCO J SD @ 0,88% 04'20 SLOPES & UTILITIES EASEMENT fii 1 PLUMBING PLANS. \ �� \ D ► PER 20110620001119 'sue 42 LF 6"° �� , '♦ g.I • STORM DRAIN (SD) LINES SHALL BE ADS N-12 / SD @ 1.00% 04 � � � 1 •' * � UNLESS OTHERWISE NOTED. ALL STORM DRAIN a - ` ` 2 LF 6" ,'� CB SID ORATE TYK 1 PIPES SHALL BE INSTALLED PER MANUFACTURER'S �� - �� SD @ 6.09%- \ ; RM■29� SPECIFICATIONS AND CITY STANDARDS. SEE DETAIL /a �' `� ` f 1 1 LF 8" * ♦ 1?� ADS LE. N■2A.66 6/C5.3 FOR CITY STANDARDS. rJ 0 60 LF 6" 4 \� ` SD @ 0.79% � '� � ` Vk \ ADS LE. SA■?�.13' 2❑ CONNECTION POINT FOR FORCED DISCHARGE FROM AD 41 SD @ 1.02% Q MWS CONNECT TO EX. CATCH BASIN \� \ DDCVA. PROVIDE FLAPPER VALVE OR OTHER `G',,_♦ 7 LF 8" �? I 4 RIM: 29.63 1 SIMILAR MEASURE TO PREVENT BACK FLOW INTO WYE #4 PROPOSED SD @ 1.66% \ �` ` * E. 2 .86 2 v " i PIPE. SEE SHEET C9.0 FOR MORE INFORMATION. \ CANOPY ��. ' SDCO #100 4 ! SEWER EASEMENT a �� \ i CB #7 F2/00 O OIL/WATER SEPARATOR REC NO. 5253595 ` I _ 1 WS 52 LF 0 50% • ♦ , 5 LJ5DC0 #9 38 LF 8" � Sp @ 1 ♦ OIL/WATER SEPARATOR MODEL 660-CPS ♦ SD @ 0.88%�� \ �� ♦ \ • SEE DETAIL 1 /C5.1. 30 LF 6"' � �� PROTECT EX. \ C ' . -� UTILITIES TO -� 00' 10 LF 8" , 10 LF 12" REMAIN . ♦ ♦\ , $ 1 Q MODULAR WETLAND a CB #2 SD @ $56 iz SID @ 5. 859 10' GAS EASEMENT `` 1.10% • CB #6 1.60% :' * . MODULAR WETLAND 4 X6.33, KC REC NO. 2013041 1001089 ` �l 26 LF 12" l •• ♦ 1 MODEL MWS-L-4-6.33-V-UG QSDMH #1 SD @� I POWER EASEMENT SEE DETAIL 2/C5.2. 72 LF 8" k 0.60% +R'.i+�; KC REC. NO. 9410201209 ♦ O SD @ 6% S3D @ LF�12� CB #5 SDD L@F �°� 20 LF 6" SD @ 4.69% � 3 FLOW SPLITTER MANHOLE O � 0.56% 1 1 LF 8 _ - 6 LF 6" 1.1 1 % � C 0.78% ,� 27 LF 8" CB #4 SD @ 0.50% SD @ 4.83% � SEE DETAIL 1 /C5.2. PROVIDE MINIMUM 1 FT OF 0 �' SD @ U. � SLOPES & UTILITIES EASEMENT SEPARATION BETWEEN PIPE PENETRATION gS 63 LF 8" - 00` � 2.01 % WYE #3 �^, SD @ �° V c1 ��O #7 ` KC REC NO. 20110811001003 0.51 % , 20 LF 8" SD @ 0.50% WYE #2 / `to, 4? ® PERVIOUS CONCRETE 1 � E]SDCO #11 %A I „� 10' GAS EASEMENT SEE DETAILS 3/ C5.2 AND 4/ C5.2. tJ / FF■2 90 6 • ` 4 6 LF 6„ SD @ 3.50% \ \ 6 111 LF 6SD @ 4.84% � KC REC NO. 20130411001089 Y 050% SDCO #6 p a ` (*o BE RELINQUISHED) , Q SOIL AMENDMENT W 0 •` Sp @ WYE #1 SDCO #1 1 11 LF 6" SD @_ 13.65% W\ \ INSTALL IN ALL LANDSCAPE AREAS. SEE DETAIL \ 8 CB #8 \ 2/C5.1. " RiM•291I �\ ,s CB #3 SDCO #4[ �- [ W PVC LE. E■23.6r s� , �■_-■�. FF - 30.50 � \ ©FOOTING DRAIN e PVC LE. Sw■217rto G CB s2D ittPE • � fit M DLO 6 � � R61■29.l6 � 4" PERFORATED PIPE SSW TYPE , AB ` `�'C #2 1 1 LF 6" CVS�0 ' '• * 12 ADS LE. N■2&? FOOTING DRAIN ELEVATION = 29.00± 47 • +,w•• swPVC '�"1y CONNECT FOOTING DRAIN TO CB #8 6• PVC LE. 4■22AW 15' X 100' � SD @ 15.86% � \ 6 PVC LE. 2195 6" PVC Lt. E■22.7?' SEWER EASEMENT • �` l CONTRACTOR SHALL CONFIRM FOOTING DRAIN • PVC LE. S'n•n• REC NO. 97081 10700 \ f * CB SID ORATE � � I ELEVATION WITH STRUCTURAL PLANS AND g" PVC 4E, •■??�?• `�% �i fa MM�Y N■27 ?, I. ; GEOTECHNICAL RECOMMENDATIONS PRIOR TO 2 �- � .. � * $' I CONSTRUCTION. 0 I / ra 51 LF 8 - �' �( %SD @ 0.94% / / •; ' S?�� 's\ �.� O UTILITY POTHOLE C� ♦d .' � \ �� I SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS O CB #9 * �i \ '•t • 8DC0 #5 4 4A8 Ar ❑1 SANITARY SEWER EASEMENT �;�' �'•� ° � KC REC NO. 97081 10701 i //.� . \ 54 LF 8" _ 29 r PVC 6� 13 LF 4" _v _ g, SD @ 1.00% V • � �6 ,ice$ �� - 6 � EX CBS ��w � c • . a �6 ♦ I00,.00 40 40 ♦ r JL ACCESS EASEMENT �• ' yPo� •*•• PER SHORT PLAT ACCESS EASEMENT AeI/ •• PER SHORT PLAT , 000 7'��r�' •'•• A• 4.00:!v ##0 • r '` Ba rg ha usen SDRVEYEI RLH Consulting Engineers, Inc. DESIGNED JC 18215 72nd Avenue South DRAWN: CMS Kent, WA 98032 AS -BUILT PLANS I MM 13/15/211 CRJ r CHECKED: AEM 425.251.6222 barghausen.com REVISION )ATE I APPR I APPROVL CRJ STORM STRUCTURES TABLE AD #1, 6" NYLOPLAST AREA DRAIN RIM = 29.70 IE=27.20 (6" E) AD#2, 6" NYLOPLAST AREA DRAIN RIM = 29.80 IE=26.45 (6" S) CB #1, TYPE 1, W/STANDARD GRATE RIM = 2Q 19- 29.26 IE=2636 (6" N)26.31 IE=26.36 (6" W) I E =46-4;r (8" S)26.31 CB #2, TYPE 1, W/STANDARD GRATE RIM = 29.;;- 29.37 IE=29.98 (8" S) 25.97 IE(8" E)25.97 CB #3, TYPE 1, W/STANDARD GRATE RIM = 29 30- 29.29 IE=26 4Q (8" N) 26.29 CB #4, TYPE 1, W/STANDARD GRATE RIM = 29.4§ 29.33 IE (8" N)26.13 CB #5, TYPE 2 W/SOLID LOCKING LID RIM = 49-66 30.64 IE(12" NW)25.47 IE_`'� (12" E) 25.44 CB #6, TYPE 2, W/ SOLID LOCKING LID RIM = 49.44 30.58 IE-2S.44- (12" W)25.28 IE (8" S) 25.33 IE=3-(12" N)25.28 CB #7, TYPE 2, W/SOLID LOCKING LID RIM = 38+� 30.62 IE=25.12 (12" S) IE=25.12 (8" W) IE=25.12 (12" E) CB #8, TYPE 1, W/SOLID LOCKING LID RIM = 29.88 29.83 IE=25.6r (8" W)25.75 IE=2§I.64 (6" E) 25.75 IE=2§.6� (8" N)25.75 CB #9, TYPE 1, W/STANDARD GRATE RIM = 29.86 29.90 IE=26.49 8" E) 26.50 IE=46-4-9-(8" N)26.50 EX CB, TYPE 1, W/STANDARD GRATE RIM = 28.32 IE=27.27 (4" NW) MWS RIM = 4i.98- 30.37 IE=25.46 (8" W) IE=25.21 (8" E) OWS RIM = 39sisr 30.66 IE=25.57 (8" W) IE=25.57 (8" E) SDCO #1, W/CONCRETE COLLAR RIM = 49-4:7 30.46 IE=27.40 (6" N) SDCO #2, W/TRAFFIC RATED LID RIM = 29-8; 29.82 IE=26.01 (8" S) IE=26.01 (8" E) �.RFS UENS� Q p � ,p 47671 �Q1_ -51 SCA . . VERTICAL: NAVD 1988 • 19-20' HORIZONTAL: NAD 1983/1991 CI TY OF RENTON I ONE INCH I • • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY n p El p El 0 STORM STRUCTURES TABLE SDCO #4, W/CONCRETE COLLAR RIM = 39-4:30.52 IE=27.40 (6" N) SDCO #5, W/ADA RATED LID RIM = 30.19 IE=27.14 (4" SE) IE=27.14 (8" W) SDCO #6, W/ ADA RATED LID RIM = 30.49 IE=27.40 (6" N) SDCO #7, W/ ADA RATED LID RIM = 30.49 IE=26.88 (6" S) IE=26.88 (6" W) SDCO #8, W/CONCRETE COLLAR RIM = 36-9-:3 30.34 IE=26.78 (6" E) SDCO #9, W/TRAFFIC RATED LID RIM = 30.13 IE=26.26 (6" E) SDCO #10, W/TRAFFIC RATED LID RIM = 29.91 IE=26.10 (6" W) SDCO #11, W/ CONCRETE COLLAR RIM = 38-1-2 30.10 IE=26.03 (6" S) SDMH #1, 64Y TYPE 2 MH W/SOLID LOCKING LID 48" RIM = 3955 30.52 IE=25.62 (8" W)25.57 IE=25.62 (8" N) 25.57 IE=2S.62 (8" S)25.57 IE=25.62 (12" SE) 25.57 IE=2S.62 (8" E)25.57 WYE #1 RIM = N/A IE=25.82 (8" W) IE=25.82 (6" N) IE=25.82 (8" E) WYE #2 RIM = N/A IE=25.72 (8" W) IE=25.72 (6" S) IE=25.72 (8" E) WYE #3 RIM = N/A IE=25.94 (6" E) IE=25.94 (6" S)26.53 IE=25.94 (6" W) WYE #4 RIM = N/A IE=25.96 (8" N) IE=25.96 (6" E) IE=25.96 (6" W) IE=25.96 (8" S) NOTES: -TYPE 1 CB: SEE DETAIL 1 /C5.3 -TYPE 2: CB: SEE DETAIL 2/C5.3 -CB INSTALLATION: SEE DETAIL 3/C5.3 -STANDARD GRATE: SEE DETAIL 4/C5.3 -SOLID LOCKING LID: SEE DETAIL 5/C5.3 -STORM CLEANOUT: SEE DETAIL 7/C5.3* *ALL STORM DRAINAGE CLEANOUTS HAVE SOLID LOCKING LIDS AND DO NOT COLLECT SURFACE DRAINAGE ® Know what's below. p Call before you dig. 1 Dial 811 R-406339 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT DRAINAGE PLAN 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 6AW-ft_ STORE NO.:04249 12/19/2019 FIELDBOOK: PAGE: DRAWING N0: C5.0 bHLLI: 7 UL: 24 Q O Ln N O N 3 a 0 00 U) v cfl rn 00 0 0 0 00 J LJ m Q Q CD Ln N CD N 3 0 rn 00 0 / CO CD CD CD 00 CL z J 4 M C0 ROUND MANHOLE COVER MARKED O "DRAIN" WITH LOCKING BOLTS I HANDHOLD RIM PER PLAN O ) 6" MAX P OPEN TOP __ 0 E L 2 8--G2 0 a ° 28.57 ° LIJ 0 OPEN TOP E L 2-2 27.37 ° 0 LIJ (n o � LET � Ln r) ASS 1 8" OUTLET TO MODULAR Q o WETLAND cn cn - F7a> . U a_ U a - CV - (LL/7J CN N ° IE=2§.G 25.57 INVERT EL a 2 5.5 7 2-5-fr2 CAP BOTTOM z ORIFICE # 1 BYPASS OUTLET a cN ° RESTRICTOR PLATE RISER WITH SHOP -DRILLED ORIFICE 60" DIA.=0.93" STEPS OR LADDER-"', - e PROFILE VIEW LOW SPLITTING MANHOLE NOT TO SCALE MIN. 4DOD PSI COMPRESSIVE STRENGTH CONCRETE BAND (TYP.) DEPRESS LANDSCAPING V PERMEABLE NEXT TO EDGE TREATMENT PAVEMENT SECTION. SEE STD. PLAN 261 10 LANDSCAPE EXTEND TO BOTTOM OF PAVEMENT BASE CONCRETE BAND AT LANDSCAPE PERMEABLE FLUSH EDGES KEY OR EXPANSION JOINT PAVEMENT SECTION, PER DPW APPROVAL (TYP ) SEE STO. PLAN 261.10 + IMPERMEABLE PAVEMENT O1 I 2" MIN EMBEDMENT KEY FROM ADJACENT IMPERMEABLE PAVEMENT BASE 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 15 NOT TO SCALE (NTS) STD. PLAN - 261.00 PUBLIC WORKS DEPARTMENT PERMEABLE PAVEMENT - EDGE TREATMENTS :45 APPROVIiD GAZ 9/28/2018 I oarE PERMEABLE PAVEMENT EDGE NOT TO SCALE AS -BUILT DRAINAGE DETAILS FOR CHICKmPILmA RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON PERVIOUS COW RETEIPOROUS ASPHALT A i B PAVEMENT BASE, SEE NOTE 5 SAND LAYER (IF REQUIRED), U SEE NOTE 5 12- MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY SUBGRADE. SEE NOTE v RESTRICTIVE LAYER PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): NOTES: I. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PATB) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED - 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2 3 AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04. 2(9-03.9(2)) GPT1 RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE HYDRAULIC MODELING RESULTS SHOWING THE REOUIREO AGGREGATE BASE THECKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-05.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS- COMPACT TO A DEPTH OF 6- TO 90%-92% OF MAXIMUM DENSITY PER WSDOT 2-03 3(141D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO S" MIN- AND RECOMPACTED- 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 MILLIEOUIVALENTS PER 100 GRAMS. A 61NCH SAND LAYER MUST BE INCLUDED IN THE DESIGN 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: 1. REFER TO WSOOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSPS) DIVISIONS 2-9 APWA GSPs. AND WSDOT STANDARD SPECIFICATIONS- 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04 TD 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, S. PLANS 265.00, 265. 10, AND 265,20. AND OTHER UTILITY PROVIDER REQUIREMENTS COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS, 4, PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS. PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.D00 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK. OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2.ODO SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 10D IWHR PER ASTM C1701 AND APWA GSP 5.043 AND 5.06.3(6). T ROADWAYS. DRIVEWAYS, ANO PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. S. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PER STD. PLAN 261.2D. 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNUSS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) PERMEABLE PAVEMENT MATERIAL STD•PLAN-261.10 URIPUBLIC WORKS FaRDvcD DEPARTMENT SECTIONS - PERVIOUS CONCRETE AND GAZ 9/28/2018 I POROUS ASPHALT DATE SURVEYED: RESIDENTIAL STREETS AND ALLEYS PEDESTRIAN PERVIOUS POROUS PERVIOUS POROUS LAVER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) (IN) AO PERMEABLE PAVEMENT, SEE NOTE 1 8 G 5 4 © CHOKER COURSE. SEE NOTE 2 a 2 0 2 © AGGREGATE BASE. SEE NOTE 3 8 G 6 4 ERVIOUS CONCRETE NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SITE SPECIFIC DATA PROJECT NUMBER 8400 PROJECT NAME CHICK-FIL-A PROJECT LOCATION RENTON, WA TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.0395 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE PIPE DATA I. E. MATERIAL DIAMETER INLET PIPE 25.46 PVC 8" OUTLET PIPE 25.21 PVC 8" PRETREATMENT BIOFILIRA TION DISCHARGE RIM ELEVATION 3B-6B 3B:6S 3B:fiff SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER 030" 030" N/A WETLANDMEDIA VOLUME (CY) 0.89 ORIFICE SIZE (DIA. INCHES) 4 EA 00.61 " NOTES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES DRVN DOWN LINE INLET PIPE VERTICAL - - - J I . - _ _ - SEE NOTES UNDERDIMIN MANIFOLD PRE -FILTER s; CARTRIDGE U ' WERANDMEDIA , - `sv OUTLET PIPE BED ` F - - I e _ r SEE NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. :45 RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM REVISION BY DATE APPR APPROVED: CRJ SCALE: N/A PRI ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PERIMETER I i 7' 2A ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. ODULAR WETLAND NOT TO SCALE o5 wJEy Sc`� i Q � P CP z o ,p 47671 I DNA E F -51 VERTICAL: NAVD 1988 • CITY 0 F HORIZONTAL: NAD 1983/1991 RENTON Planning/Building/Public Works Dept. 5' LEFT END VIEW MANHOLE FLOW CONTROL It RISER _It I 25.21 i, I �To RIGHT END VIEW 30.68 OF W 29.92 2Z.32 25.46 ® Know what's below. p Call before you dig. 1 Dial 811 04/ R-406341 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT DRAINAGE DETAILS (? � FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 STORE N0.:04249 12/19/2019 C5.2 e 24 Q MEASUREMENT FROM SOUTHWEST PROPERTY LINE TO FACE OF STUD AT BUILDING CORNERS. BUILDING IS PARALLEL TO WEST PROPERTY LINE. DIMENSIONS FROM WEST PROPERTY CORNER ARE ONLY ACCURATE TO BUILDING CORNERS AS SHOWN. 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. J _J w m Q Q CV 0 CV Q0 0) 00 i W 0 00 1-1 U3 O O 0 00 i a- z POWER EASEMENT KC REC NO. 9410201209 SEWER EASEMENT REC NO. 5253595 10' GAS EASEMENT KC REC NO. 20130411001089 a: 15' X 100' SEWER EASEMENT, REC NO. 9708110700 TEMPORARY CONSTRUCTION EASEMENT SANITARY SEWER EASEMENT ACCESS EASEMENT PER SHORT PLAT Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com RECORD 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 10' GAS EASEMENT KC REC. NO. 20130411001089 /1 1 •!IMA0 0 Na I EASEMENT STA 17+66.17, 45.59'R STA 17+66.17, 54.04R a ,_- STA 18+05.38, 58.74'R STA 18+05.38, 45.24R STA 18+05.38, 50.95'R 1STA 18+13.38, 50.95'R STA 18+13.38, 58.67'R SLOPES & UTILITIES EASEMENT PER 20110620001119 PROPOSED WATER ✓�%� ` EASEMENT ACCESS EASEMENT PER SHORT PLAT SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ POWER EASEMENT ` a KC REC. NO. 9410201209 l e , s ' SLOPES & UTILITIES EASEMENT s KC REC NO. 20110811001003 ` PROPOSED WATER EASEMENT 0000 10' GAS EASEMENT 4. KC REC NO. 20130411001089 (TO BE RELINQUISHED) a I e a � e a. I z ° Line Table Line # Length Direction L1 39.52 N70° 02' 56.24"E L2 31.54 N77° 26' 42.24"E L3 5.81 S64° 57' 04.00"E L4 0.94 N70° 02' 56.00"E L5 18.02 S70° 02' 56.24"W L6 23.49 S85° 34' 23.04"W L7 13.55 S 19° 57' 03.76"E L8 9.00 S70° 02' 56.24"W L9 4.00 N 19° 57' 03.76"W L10 9.00 S70° 02' 56.24"W L11 2.50 N19° 57' 03.76"W L12 17.00 S70° 02' 56.24"W L13 11.50 N19° 57' 03.76"W L14 2.00 S70° 02' 56.24"W L 15 11.50 S 19° 57' 03.76"E L16 34.00 S70° 02' 56.24"W L 17 13.00 N 19° 57' 03.76"W L 18 4.00 S 19° 57' 03.76"E L19 49.22 N70° 02' 56.24"E L20 51.28 S20° 22' 58.53"E L21 68.62 S70° 02' 56.24"W L22 15.00 N 19° 57' 03.76"W L23 2.50 N70° 02' 56.24"E L24 9.00 S 19° 57' 03.76"E L25 42.27 S70° 02' 56.24"W L26 14.31 N20° 22' 58.53"W L27 9.46 N69° 37' 01.47"E L28 9.02 S 19° 57' 03.76"E L29 2.42 N70' 02' 56.24"E Curve Table Curve # Length Radius Delta C 1 12.91 100.00 7.40 C2 1.97 3.00 37.60 C3 2.36 3.00 45.00 C4 1.57 1.01 89.14 C5 5.53 3.00 105.52 C6 7.07 4.50 90.00 C7 7.07 4.50 90.00 C8 4.58 3.00 87.41 C9 11.31 7.00 92.59 C 10 15.71 10.00 90.00 C 11 54.71 35.00 89.57 C 12 31.57 20.00 90.43 C 13 4.71 3.00 89.99 C 14 6.28 4.00 90.00 C 15 15.71 10.00 90.00 C 16 28.14 18.00 89.57 C 17 1 4.63 1 3.00 1 88.48 Line Table Line # Length Direction L30 15.31 S19° 57' 12.08"E L31 46.00 N70° 02' 56.24"E L32 56.94 N70° 02' 56.25"E L33 48.47 S69° 55' 15.85"W L34 9.44 N69° 37' 01.47"E L35 8.75 N 19° 57' 03.76"W L36 2.85 S19° 57' 00.18"E L37 17.00 S70° 02' 56.24"W L38 54.00 S 19° 57' 03.76"E L39 15.50 N70° 02' 56.24"E L40 1.97 S19° 56' 50.35"E L41 15.50 S70° 02' 56.24"W L42 54.00 S 19° 57' 03.76"E L43 15.50 N70° 02' 56.24"E L44 2.00 S19° 57' 03.76"E L45 15.50 S70° 02' 56.24"W L46 52.50 S 19° 57' 03.76"E L47 13.00 N70° 02' 56.24"E L48 1.07 S 19° 57' 03.76"E L49 14.32 S52° 17' 01.17"W L50 7.71 S29° 25' 07.90"E L51 30.16 N60° 29' 20.71 "E L52 9.00 N60° 27' 45.03"E L53 81.18 N 19° 57' 03.76"W L54 5.00 N70° 02' 56.24"E L55 5.00 S70' 02' 56.24"W Curve Table Curve # Length Radius Delta C 18 12.43 3.94 180.84 C 19 26.82 18.00 85.37 C20 4.71 3.00 90.00 C21 7.07 4.50 90.00 C22 7.12 4.47 91.29 C23 7.07 4.50 90.00 C24 7.08 4.47 90.86 C25 4.71 3.00 90.00 C26 8.83 7.00 72.23 C27 9.42 6.00 90.00 C28 4.71 1.50 180.00 C29 4.71 1.50 180.00 0 Know what's below. 0 Call before you dig. 1 Dial 811 R-406343 IN COMPLIANCE WITH CITY OF RENTON STANDARDS -51,��I SCALE: O 1 T2 /19 /2019 VERTICAL: NAVD 1988 • 1�=20, HORIZONTAL: NAD 1983/1991 o CI TY OF o RECORD HORIZONTAL CONTROL PLAN FIELDBOOK: RENTON o p FOR PAGE: ONE INCH vassiv CHICK-FIL-A RENTON DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. ® IF NOT ONE INCH 375 RAINIER AVE S RENTON, WA 98055 C 6.O SCALE ACCORDINGLY STORE NO.: 04249 SHEET. 11 OF: 24 _J _J LLJ m Q 7E Q N (D N 7p Q i rn co i u) 0 / rn O° i 0 0 0 00 w ® SITE DEVELOPMENT NOTES: 1. PROPOSED CHICK-FIL-A RESTAURANT. SEE ARCHITECTURAL PLANS. 2. PROPOSED ASPHALT PAVEMENT. SEE DETAIL 21/C11.2. 3. PROPOSED CONCRETE PAVEMENT DRIVE-THRU. SEE DETAIL 25/C11.2. 4. PROPOSED SPILLING CURB AND GUTTER (TYP). SEE DETAIL 17/C11.1. 5. PROPOSED BARRIER CURB (TYP). SEE DETAIL 5/C11.4. 6. PROPOSED ADA COMPLIANT SIDEWALK ACCESSIBLE RAMP. SEE DETAIL 7/C11.0. 7. PROPOSED TRASH ENCLOSURE. SEE ARCHITECTURAL PLAN FOR TRASH ENCLOSURE DETAILS. 8. PROPOSED BOLLARD WITH MOUNTED ADA ACCESSIBLE PARKING SIGN. SEE DETAIL 6/C11.0. 9. PROPOSED ON -SITE CONCRETE SIDEWALK. SEE DETAIL 11 AND 12/C11.0. 10. PROPOSED DIRECTIONAL PAVEMENT MARKINGS (TYP). SEE DETAIL 1 AND 2/C11.0 AND 32/C11.3. 11. PROPOSED SIGN. SEE SIGN PLAN. 12. PROPOSED 4" WIDE WHITE REFLECTIVE PAINT PARKING STALL STRIPES PER PAINT STRIPING PROJECT SPECIFICATIONS (TYP). 13. PROPOSED LANDSCAPING PER LANDSCAPE AND IRRIGATION PLANS. 14. SAWCUT IN A SMOOTH CONTINUOUS LINE (TYP). 15. PROPOSED 18" STEP OFF CURB (TYP). SEE DETAIL 4/C11.4. 16. PROPOSED ADA STALL STRIPING AND MARKING. SEE DETAIL 4 AND 5/C11.0. 17. PROPOSED CONCRETE SECTION AND APRON FOR TRASH ENCLOSURE. SEE DETAIL 24/C11.2. 18. PROPOSED ORDER POINT STRIPING. SEE DETAIL 27/C11.2. 19. PROPOSED BIKE RACK. SEE ARCHITECTURAL PLANS. 20. PAVEMENT EDGE. SEE DETAIL 21A/C11.2. 21. PROPOSED FLAG POLE. SEE SEPARATE SIGN PLANS FOR ADDITIONAL DETAILS. 22. DRIVE-THRU ORDER POINT ISLAND CURB. SEE DETAILS 34/C11.3. 23. PROPOSED DRIVEWAY MODIFIED FROM 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/C11.4 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. 24. PROPOSED HEIGHT CLEARANCE ARM. SEE SIGN PLANS. 25. PROPOSED CONCRETE V-SWALE. SEE DETAIL 6/C11.4. 26. PROPOSED STRUCTURAL COLUMN AND SCREEN WALL. SEE ARCHITECTURAL PLANS. 27. PROPOSED MENU BOARDS. SEE ARCHITECTURAL PLANS. 28. PROPOSED BOLLARD. SEE DETAIL 20/C 1 1.1. 29. PROPOSED OFF -SITE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102. SEE DETAIL 1/C11.4. 30. PROPOSED OFF -SITE CURB PER CITY OF RENTON STANDARD PLAN 101. MATCH EXISTING ELEVATIONS AT CURB TIE IN. SEE DETAIL 2/C11.4. 31. NOT USED. 32. DRIVE-THRU ORDER POINT CANOPY, SEE ARCHITECTURAL PLANS. 33. PROPOSED TRANSFORMER. SEE SHEET C10.0 FOR ADDITIONAL DETAIL. 34. PROPOSED BENCH LOCATION, SEE LANDSCAPE PLAN SHEET L5. 35. PROPOSED ADA NO PARKING SIGN. SEE ARCHITECTURAL PLANS. 36. PROPOSED PERVIOUS CONCRETE SIDEWALK. SEE SHEET C5.0 FOR ADDITIONAL DETAIL. 37. PROPOSED CANOPY STRUCTURAL COLUMN (TYP). SEE ARCHITECTURAL PLANS. 38. PROPOSED PLAZA AREA. SEE ARCHITECTURAL AND LANDSCAPE PLANS. 39. PROPOSED CONCRETE STEPS, SEE GRADING PLAN FOR DESIGN INFORMATION AND ELEVATIONS, SHEET C4.1 AND SEE LANDSCAPE PLAN SHEET L5 FOR DETAILS. 40. PROPOSED CMU SCREEN WALL WITH STUCCO FINISH, SEE GRADING PLAN FOR DESIGN ELEVATIONS, SHEETS C4.0 AND C4.1. SEE STRUCTURAL PLANS FOR DETAILS. 41. PROPOSED LOT LIGHT. SEE SEPARATE LIGHTING PLAN. 42. NOT USED. 43. PROPOSED MONUMENT SIGN. SEE SEPARATE SIGN PLAN FOR ADDITIONAL DETAILS. 44. CONTRACTION JOINTS IN CONCRETE (TYP), SEE DETAIL 28/C11.2. CONTRACTION JOINTS SHALL BE SPACED AT 12' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. 45. EXPANSION JOINTS IN CONCRETE (TYP). SEE DETAIL 31/C11.2. EXPANSION JOINTS SHALL BE SPACED AT 24' MAX. ALIGN DRIVE-THRU CONTROL JOINTS WITH CURB CONTROL JOINTS. 46. RELOCATED CITY OF RENTON LUMINAIRE PER RENTON STD. PLAN 117.1. 47. SEAL COAT AND RESTRIPE ASPHALT WITHIN TEMPORARY CONSTRUCTION EASEMENT AS NECESSARY TO RESTORE AREA TO EXISTING CONDITION OR BETTER. 48. PROPOSED DRIVE-THRU. SEE DETAIL 14/C11.1. 49. PROPOSED CURB CUT. SEE DETAIL 7/C11.4. RECORD SITE 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 10' GAS EASEMENT /� a. `, 50 ACCESSIBLE PATH OF TRAVEL NOTE: POWER EASEMENT KC REC. NO. 20130411001089 WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE CONTINUOUSLY KC REC NO. 9410201209 ACCESSIBLE, A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1.57. CROSS SLOPE, AND SHALL HAVE RAMPS COMPLYING WITH ADA STANDARDS (SECTION 405) WHERE ° 3 NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE EXCEEDING 5% CONTRACTOR SHALL POTHOLE FOOTING OF 16� 42' (1:20). A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP MEETING ADA ADJACENT EXISTING BUILDING TO ENSURE IT "E a ISN'T ENCROACHING OVER THE PROPERTY LINE N7�•26 42 "� �' Lp STANDARDS (SECTION 406.8) SHALL BE PLACED WHERE A WALK CROSSES OR `� \ SAWCUT AND REPLACE EXISTING ADJOINS A VEHICULAR WAY AND IS NOT SEPARATED BY A CURB, RAILING, OR 7 4 J ASPHALT AS NE ESS RY FOR WATER , OTHER ELEMENT MEETING ADA STANDARDS. 13 ° PQLA \INSTALLATION. MATCH EXISTING a 3 GRADES AND TRENCH AND PATCH ASPHALT PER CITY OF RENTON STD •. o" .Og •0a 4 . %°. d° \\\ 46 SEA PLAN 110. OFF -SITE IMPROVEMENT NOTE: ° ° \olapoo THE CONTRACTOR SHALL COORDINATE WITH OWNER AND THE CITY OF RENTON FOR 41 15 \ 13 \ Qp�ER '�� PHASING OF OFF -SITE IMPROVEMENTS. / 17 a 0' ` ,SLOPES & UTILITIES EASEMENT ° yea � 15 LP 20110620001119 ° ° / 9 / e. °° °° � � 9SAWCUT A 13 0 4 CONCRETENAS REPLACEASTO EXISTING s 30 18 �° �. ° ° s• INSTALL STORM AND MATCH ° 2� 3 °° a, \ EXISTING PAVEMENT SECTION AND ° ° ° 2 5 ° ' GRADES. ° ��! r : ° 7 ° 2 4 °. °. a _ . °e ° SEWER EASEMENT ° ° C 4 ` \ REC NO. 525359515 8 a °° PARKING AND DRIVE AISLES INFORMATION 0 14 PARKING STALLS: 20 / o O° ' ° ° \ 2 \ COMPACT PARKING STALLS: 13 4 40 ADA PARKING STALLS: 2 11 ° \ ° o ° 49\ TOTAL PARKING STALLS: 35 10' GAS EASEMENT / 0 12 \ ° ` 44 KC REC NO. 20130411001089 41 ° ° POWER EASEMENT ` 4 15 5 4 0 ° 9 a KC REC. NO. 9410201209 0 ° * 45 �� e 13 ss SLOPES & UTILITIES EASEMENT ° KC REC NO. 20110811001003 `�� 2 48 °� ° �� 4 O a� ° °° PROPOSED WATER °. 1 8 ° ° 3 ° ° eEASEMENT \ °° 0 43 ° ° . Qe,° .e. �� a �° e ° y a •..°. ' °' ° 10' GAS EASEMENT a KC REC N0. 20130411001089 , BE REVISED) vv \ G° e 15' X 100' 15 SEWER EASEMENT 4. ® REC NO. 97081 10700 A ` ° \ / o 4 21 o ° 9 � � � e. 42.03' 41 / ° 39 S19°57'04"E \ 19 � 04.48' a / 34 SANITARY SEWER EASEMENT KC REC NO. 9708110701 Y ae � X� 39 16 . 13 0 s 36 - --- e---- 30 ° " 4 12 �Z`C MCP s• PROPOSED WATER TEMPORARY CONSTRUCTION EASEMENT e , EASEMENT 4 �6+ �h ' 6 ADA ACCESSIBLE PATH --'- e ® Know what s below. 8 ° p Call before you dig. 30 1 Dial 811 35 14 n s ri PROPOSED , WATER R-406344 -- � ' 30 EASEMENT ', �� ACCESS EASEMENT PER SHORT PLAT IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCESS EASEMENT SAWCUT AND REPLACE EXISTING PER SHORT PLAT ASPHALT AS NECESSARY TO INSTALL Q WATER LATERAL AND MATCH `P`z EXISTING PAVEMENT SECTION AND GRADES. o 47671 �Q1_ i 1 s 01 S T \ s/0NA L 5-7 50. RELOCATED STREET LIGHT. Ba Uqh a use n 7 • • Consulting Engineers, Inc• SURVEYED: RLH DESIGNED: SCALE: In =201 L VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C I T Y O F o o RECORD SITE P LA N I DATE:2 /19 /2019 FIELDBOOK: JC = - _- RENTON FOR PAGE: 18215 72nd Avenue South DRAWN: CMS ONE INCH ' CHICK-FIL-A RENTON DRAWING N0: Kent, WA98032 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. 375 RAINIER AVE S RENTON, WA 98055 C 7.0 425.251.6222 barghausen.com NO. REVISION BY DATE APPR APPROVED: CRJ IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.. 04249 SHEET: 1 OF: 24 _J _J w m Q Q 0 Ln N 0 N LLJ LLJ i rn 00 U) 0 / 0 rn 00 i 0 0 0 DO w Cn AS -BUILT SANITARY SEWER PLAN o FOR HI K-FIL=A RENTONNC C I SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON L�Lj a. SS STRUCTURE TABLE 8"x6" TEE, CONNECT TO EXISTING LINE RIM = N/A IE:22.04 (0.50" IN E) SSCB #1, W/ STANDARD GRATE RIM = 39.14- IE:25-34- (0.50" OUT S)25.40 SSCO #1, W/TRAFFIC RATED LID RIM = 38-28- 30.24 IE:23.05 (0.50" IN E) IE:23.05 (0.50" IN NE) IE:23.05 (0.50" OUT W) SSCO #2, W/TRAFFIC RATED LID RIM = 38-89- 30.05 IE:24.55 (0.50" IN S) IE:24.55 (0.50" OUT W) SSCO #3 (DOUBLE), W/CONCRETE COLLAR RIM = 38--49- 30.53 IE:25.08 (0.50" OUT N) SSCO #4, W/TRAFFIC RATED LID RIM = 30.70 IE:23.39 (0.50" IN E) IE:23.39 (0.50" OUT SW) SSCO #5, W/TRAFFIC RATED LID RIM = 99-19- 30.33 IE:24.74 (0.50" IN SE) IE:24.74 (0.50" OUT W) SSCO #6, W/CONCRETE COLLAR RIM = 39.64 30.58 IE:27.11 (0.50" IN S) IE:27.11 (0.50" OUT NW) SSCO #7 (DOUBLE), W/CONCRETE COLLAR RIM = 99--49 30.46 IE:27.48 (0.50" IN W) IE:27.48 (0.50" OUT N) SSCO #8, W/TRAFFIC RATED LID RIM = 2944 29.72 IE:22.58 (0.50" IN E) IE:22.58 (0.50" IN N) IE:22.58 (0.50" OUT W) 1 POWER EASEMENT 1 KC REC NO. 9410201209 1 SEWER EASEMENT \/ 0r \ REC NO. 5253595 ` 10' GAS EASEMENT / 0 KC REC NO. 20130411001089 /1 < SANITARY SEWER NOTES: 1. PROPOSED OLDCASTLE MODEL 5106-GA 1500 GALLON GREASE INTERCEPTOR. SEE DETAIL 2/C8.1. IE 24.14 (6" IN) RIM=30.49 IE 23.81 (6" OUT) RIM=30.52 RIM 39.6930.47' 2. APPROXIMATE LOCATION OF GRAY WATER SS CONNECTION TO BUILDING. COORDINATE SIZE AND LOCATION WITH PLUMBING PLANS. 3. SANITARY SEWER CLEAN OUT PER CITY OF RENTON STANDARD DETAIL 403.1. SEE DETAIL 1 /C8.1. (TYP.) 4. APPROXIMATE LOCATION OF BLACK WATER SS CONNECTION TO BUILDING. COORDINATE SIZE AND LOCATION WITH PLUMBING PLANS. 5. CONTRACTOR TO CONFIRM SEWER RIM CAN BE LOWERED AS SHOWN (EL=28.98) PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. IE 21.23' (8" PVC N); IE 21.13' (8" PVC W) 6. CONTRACTOR TO RAISE RIM TO ELEVATION DURING CONSTRUCTION. RIM=29.66 UTILITY NOTES: 1. UTILITY IMPROVEMENTS SHALL BE CONSTRUCTED PER THE CITY OF RENTON INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. SEE CITY OF RENTON WASTEWATER STANDARDS NOTES ON C8.1. 2. ALL SEWER (SS) PIPE SHALL BE PVC SDR-35 UNLESS OTHERWISE NOTED. 3. CONTRACTOR RESPONSIBLE FOR SHORING AS NECESSARY TO PROTECT EXISTING UTILITIES, OFF -SITE IMPROVEMENT, AND OTHER AFFECTED ON AND OFF -SITE ELEMENTS. THIS INCLUDES COORDINATION OF ANY NECESSARY DESIGN AND PERMITTING. 14 10' GAS EASEMENT KC REC. NO. 20130411001089 T c. A �` \ \ ` + r \ s ' 0 000 \ � • \ Olt .p_p I �• r . 9 11 I °' G�: \ LP i O o ol SLOPES & UTILITIES EASEMENT a\ 12" ADS I.E. N=24.86 �\ j\` � • �� • c• F,' ` 12" ADS\ I.E. SW-A.13' Q � \ 12" ADS I.E. 5=24.86' POWER EASEMENT KC REC. NO. 9410201209 Ft\ s \ lk � e N 12 SS @ 2.00%mco \ \ 001 \` 6 35100 #2 \ ` >1;t �c \ \ 24 LF 6" SS @ 9.95% ` 21 LF 6" \ SS Q 2.00%SSCO #4 16 - �0' �" SLOPES & UTILITIES EASEMENT y 17 LF 6" 5 7 �� , KC REC NO. 20110811001003 SS C& 2.00% - A . \\o \ /\6 NZ C.1o,�\ d, 4�. `'" 10 G SSCO #6 19 LF 6" SS @ 2.00% ss 25 LF 6 \ --/ .. s l5 \' 2 00%'\ SS Q 2.11% ' �� - m \ \ FF=28.90 ° G \; \ _Ss (9 - \ _ ' _ / _' e . 83C0 #7 (DOUBLE) YARD DRAIN G O a YARD DRAIN 0 ° \ >` 4 2 �' �A \VC SSMH TYPE II 48" ` w� RIM=29.27 8'X6' TEE \ "� 8" PVC I.E. E=23.67' ? \ 8" PVC I.E. SW=23.77' top.\ sI � 1 SSMH TYPE II 48" RIM=29.07 6" PVC I.E. N=22.49' 15' X 100' 6" PVC I.E. E=22.72' SEWER EASEMENT 8" PVC I.E. RE N0. S=22.22 97081 10700 �\ \ 8" PVC I.E. W=22.42' ® \�\ / EXISTING SS � SANITARY SEWER EASEMENT ! ° KC REC NO. 9708110701 f a. o 11 27 LF 6" SS Q 2.00% A I- � UTILITY CROSSING TABLE: CROSSING# IE - UPPER UTILITY T/P - LOWER UTILITY SEPARATION Q1 25.91 - 8" SD 24.01 - 6" SS 1.90' 2O 26.24 - 8" SD 22.81 - 6" SD 3.43' O3 26.21 - 6" SD 24.71 - 6" W 1.50' ® 26.23 - 8" SD 24.23 - 6" SS 2.00' ( 5 26.43 - 8" SD 24.18 - 6" SS 2.25' © 25.51 - 8" SD 24.99 - 6" SS 0.51' Q7 25.55 - 8" SD 24.73 - 6" SS 0.82' ® 28.16 - 2" W 27.66 - 6" W 0.50' 0 26.76 - 6" SD 25.26 - 1.5" W 1.50' 10 28.08 - 1.5" W 27.58 - 8" SS 0.50' 11 26.25 - 12" SD 24.75 - 1.5" W 1.50' 12 26.50 - 1.5" W 25.00 - 12" SD 1.50' 13 26.90 - 8" SD 25.40 - 6" W 1.50' 14 26.90 - 6" SD 25.60 - 6" SS 1.30' 15 27.06 - 8" SD 25.56 - 2" W 1.50' 16 26.71 - 6" SD 25.38 - 6" SS 1.33' UTILITY CROSSING NOTES OCONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. `10' GAS EASEMENT A 2 2 LF 6' KC REC NO. 20130411001089 07 9 G. WCO #8 \� CB STD GRATE TYPE \ SSCO #1 � \ RIM=29.35 \ \ 9 ° 12" ADS I.E. N=25.32' �s FF=30.50 /�:� � � < .. \ 6" PVC I.E. W=26.15' \ 23 LF 6" ��' 6" PVC I.E. S-25.95' ss \ \ SS @ 2.00% \ `� n. CB STD GRATE TYPE I > > � 3 \ . ° RIM=29.31 y \ _ 32�_ + � � � 6" PVC I.E. N=27.27 1.0 M p S10'53'15"W \ �/ 42.03' \ / / 30 ♦ .•10 8 ' S19'57'04"E / lop /�° O �' s SS/ N- 4e13 8" PVC I. � / d � \ \ - 1-1 /ss VIP G CB ♦GRATE TYPE I sS \cJ G / G \ . RIM=28.32 «<j / DI 1`s N=27.27' / n / ss 10P ♦ ACCESS EASEMENT Ss . ♦ PER SHORT PLAT e SO - SO ACCESS EASEMENT PER SHORT PLAT y \' \ 1\ Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com 5 J ENS \ Ilk ss • v� ,p 47671 �Q1_ SIONA L SURVEYED: SCALE: RLH VERTICAL: NAVD 1988 1 DESIGNED: JC 9=20 ' HORIZONTAL: NAD 1983/1991 I Y OF DRAWN: CMS P"RI RENTON ONE INCH AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: CRJ SCALE ACCORDINGLY UTILITY POTHOLING: SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS ® Know what's below. p Call before you dig. 1 Dial 811 R-406345 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 12/19/2019 AS -BUILT SANITARY SEWER PLAN FIELDBOOK: © FOR PAGE: CHICK-FIL-A RENTON DRAWING N0: ® 375 RAINIER AVE S RENTON, WA 98055 C 8.0 STORE NO.:04249 SHEET: 13 OF:24 r-, RECORD SANITARY SEWER DETAILS o FOR N CHICK=FIL=A RENTON RECESSED LIFT POCKET SEWER 000�[ 10-1/2" 14" - �- 12-3/4" 12-1/4' CAST IRON RING ANO Not to Scale FRAME OR DABLE NOTF1 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. N0. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. AI STD. PLAN - 403.1 VQPUBLIC WORKS 8" OR 6" CLEANOUT APPROVED DEPARTMENT FOR SANITARY SEWER MAIN SANITARY SEWER CLEANOUT NOT TO SCALE J LJ m Q Q O Ln N O N 0 LJ LJ I of U) m 0 / Q0 rn 00 / m O O O 00 w Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600 - 7,000 Gallon System Dim "A" Clear Access Opening Contractor To Core Drill Or Knockout Pipe Hole In Field Grout Both Sides Knockout Typical - -1 / LJ A- ;+ + +- A N E 1 1 o Precast Divider Draft = o 1'-0" o DETAIL 1 PLAN VIEW Slot Both Sides Locking Frame & Cover Vent Pipes Adjust To Grade Air & Gas Tight Optional 3 Places (2 Places On 577-GA) N 0 Inspection Tee INLET -- Typical�l �L---------------�-�� I� - OUTLET n------ LJ I I o I I, Tee or U D Elbow cc Dim „E" o o f o Q Water Depth o 0 0 ca E LJ N LJ � 0 • •o Grout All Around Slat 2 Both Sides 1 3 Length 3 Length SECTION VIEW AA Gallon Capacity 600 800 1 OOA 1500 0 2500 3000 4000 5000 6000 Model No. 57 A 577-GA 4 -GA 5106-GA 612-GA 2-GA 712-GA 712-GA 814-GA - A 818-GA Dim "A" 7'-0" 7'-0" 9'-0" 11'-2" 12'-8" 12'-8 3'-1" 13'-1" - 19'-11" 19'-11" Dim "B" 4'-8" 5'-0" 5'-8" 6'-8" 6'-8" 8'-0 9'-7" 9'-11" 9'-11" Dim "C" 7'-0" 1 7'-0 7'-2" 7'-2" 8'-0" 8'-0" -7•, 8'-7" 1/2" 10'-5" 10'-5" Dim "D" 3'- 4'-8" '-2" 4'-3" 4'_7" 1/2" 5'-1" 6'-8" 7'-4" '-1" 8'-0" Water Depth Dim "E" -3" 4'-4" 3'- 3'-11" 3'- 4'-9" 4'-8" 6'-3" 6'-1" 5'-8" " Design Criteria: Uniform Plumbing Code - Appendix H Number Of Meals Waste Flow Retention Storage -Capacity Per Peak Hours x Rate x Time x Factor In Gallons SCALE: 3/8 = V-I Notes: 1. Concrete: 28 Day Compressive Strength f'c = 7000 psi 2. Reber: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer OLDCASTLE GREASE INTERCEPTOR NOT TO SCALE AS -BUILT PLANS MM 3/15/21 1 NO. REVISION BY DATE APPR SURVEYED: RLH DESIGNED: JC DRAWN: CMS CHECKED: AEM APPROVED: CR J SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON WASTEWATER NOTES Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. 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. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. RFS J&S G pF W y� ti z s F01STERN s/DNA L VERTICAL: NAVD • C I T Y O F HORIZONTAL: NAD 1983/183/1991 -PRIRENTON Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 s R-406346 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD SANITARY SEWER DETAILS 0 FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: C8.1 SHEET: 4 OF: 24 J J W m Q 7E Q L0 (V CD N 7p 0 0 ry W Q i rn Do In 0 / Q0 rn 00 CD 0 O 00 n Lii M Q ® WATER STRUCTURE TABLE CD 1. RELOCATED FIRE HYDRANT. INSTALL PER CITY OF RENTON STANDARD DETAIL 310.1 AND 310.3 WITH 3LEVEL PAD. SEE DETAILS 1 /C9.2 AND 3/C9.2. CV 2. INSTALL: (1)-6" FDC PER CITY OF RENTON STANDARDS. SEE CITY OF RENTON STANDARD DETAIL DC 360.5. ~ 3. FIRE WATER CONNECTION TO WATER MAIN. INSTALL: (1) 6" TAPPING SLEEVE (FL X MJ) W/TB 4. 44 LF 6" CL52 D.I. 5. INSTALL: NEW DOUBLE DETECTOR CHECK VALVE ASSEMBLY WITH PIV FOR FIRE SERVICE PER CITY OF RENTON STANDARD 360.2. SEE DETAIL 2/C9.1. SIZE: 6" 6. 9 LF 6" CL52 D.I. 7. INSTALL: (1)-6" 90 DEGREE BEND (MJ X MJ) W/TB 8. 6 LF 6" CL 52 D.I. 9. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB 10. 27 LF 6" CL52 D.I. 11. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB 12. 33 LF 6" CL52 D.I. 13. INSTALL: (1)-6" 90° HORIZONTAL BEND MJ W/TB 14. 14 LF 6" CL52 D.I. 15. APPROXIMATE LOCATION OF FIRE LINE CONNECTION TO BUILDING. COORDINATE FINAL LOCATION WITH PLUMBING PLAN. INSTALL 6" DCDA PER CITY OF RENTON DETAIL 360.5. SEE DETAIL 5/C9.2. 16. NOT USED 17. WATER SERVICE CONNECTION TO EXISTING WATER MAIN BY CITY FORCES. 18. 34 LF 2" TYPE K COPPER TUBING DOMESTIC WATER SERVICE BY CITY FORCES. SEE DETAIL 3/C9.1. 19. NEW 1.5" WATER SERVICE AND METER (TO BE INSTALLED BY CITY FORCES) W/ REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY OF RENTON STANDARDS. SEE DETAIL 3/C9.1 FOR WATER CONNECTION. SEE DETAIL 2/C9.2 FOR RPBA. 20. 152 LF 2" TYPE K COPPER TUBING DOMESTIC WATER SERVICE. SEE DETAIL 3/C9.1. 21. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO BUILDING. COORDINATE FINAL LOCATION WITH PLUMBING PLAN 22. 237 LF NEW 1.5" TYPE K COPPER TUBING DOMESTIC WATER SERVICE. SEE DETAIL 3/C9.1. 23. APPROXIMATE LOCATION OF WATER SERVICE CONNECTION TO TRASH ENCLOSURE. COORDINATE WITH TRASH ENCLOSURE PLAN FOR EXACT LOCATION. INCLUDE RPBA PER DETAIL 2/C9.2 24. PLACE NEW 1' WATER METER IN EXISTING METER BOX BY CITY FORCES. INSTALL 1' DCVA PER CITY OF RENTON STANDARD PLAN 340.8. SEE DETAIL 4/C9.2. 25. 16 LF 6" CL52 D.I. 26. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB 27. 59 LF 6" CL52 D.I. 28.INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB 29. 22 LF 6" CL52 D.I. 30. INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB 31. 22 LF 6" CL52 D.I. 32. INSTALL: (1)-6" 90° HORIZONTAL BEND MJ W/TB 33. 3 LF 6" CL52 D.I. 34. INSTALL: (1)-6" 90° HORIZONTAL BEND MJ W/TB ACCESS EASEMENT PER SHORT PLAT 35. 3 LF 6" CL52 D.I. 36. WATER CONNECTION TO EXISTING WATER MAIN FOR SERVICE TO 364 RENTON CENTER WAY SW. 37. 34 LF 1.5" TYPE K COPPER TUBING DOMESTIC WATER SERVICE. SEE DETAIL 3/C9.1. 38. NEW 1.5" WATER SERVICE AND METER (TO BE INSTALLED BY CITY FORCES) W/ REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY OF RENTON STANDARDS FOR SERVICE TO 364 RENTON CENTER WAY SW. SEE DETAIL 3/C9.1 FOR WATER CONNECTION. SEE DETAIL 2/C9.2 FOR RPBA. 39. CONTRACTOR TO FIELD LOCATE EXISTING TIE IN POINT FOR DOMESTIC SERVICE PRIOR TO CONSTRUCTION. CONTRACTOR TO CONFIRM ANY NOTIFICATION REQUIREMENTS WITH OWNER PRIOR TO CONSTRUCTION. 40. CONTRACTOR TO INSTALL 1.5" TYPE K COPPER TUBING FOR SERVICE TO 364 RENTON CENTER WAY SW. CONTRACTOR TO CONFIRM LENGTH REQUIRED PRIOR TO CONSTRUCTION 41. PROTECT EXISTING HYDRANT TO REMAIN DURING CONSTRUCTION. 42. PROPOSED WATER EASEMENT. 43. 9 LF OF 6" CL52 D.I. 44. 6 LF OF 6" CL52 D.I. 45.INSTALL: (1)-6" 45° HORIZONTAL BEND MJ W/TB RECORD WATER PLAN FOR CH.1CK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON POWER EASEMENT KC REC NO. 9410201209 �I 0 0 I M SEWER EASEMENT REC NO. 5253595 I /I �I 10' GAS EASEMENT KC REC NO. 20130411001089 I ° G °G 15' X 100' SEWER EASEMENT REC NO. 9708110700 364 RENTON CENTER ® WAY SW SANITARY SEWER EASEMENT 1 KC REC NO. 97081 10701 o X X X - y G --- - ss -SS- SS - SS ASS -SS -S�ss-ss ssi N I I SO � I � N I I I I ' I N N I I Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com I I � z I S SS O v N O I I O - U, " 13 N 12 Ln 4 a; N 11 6 0 S c 10' GAS EASEMENT ❑ KC REC. NO. 20130411001089 4��00720-0.1.,9 A I L I �1 APN 000720-0215 @Q0 °D N FA If vI f:f `I 0 0 FIRE LINE NOTE: 1. FIRE LINE AND BACKFLOW PREVENTION DEVICE SIZE SHALL BE VERIFIED AND APPROVED BY FIRE OR MECHANICAL ENGINEER PRIOR TO CONSTRUCTION. COORDINATE FINAL CONNECTION POINTS INTO BUILDING WITH PLUMBING DESIGNER AND FIRE OR MECHANICAL ENGINEER. SCOPE OF WATER WORK NOTE: 1. CONTRACTOR TO VERIFY SCOPE OF WORK FOR WATER CONNECTION WITH THE CITY OF RENTON PRIOR TO CONSTRUCTION. 2. SEE C9.1 FOR CITY OF RENTON WATER UTILITY AND WATER PLAN GENERAL NOTES. 3. WATER CONNECTIONS IN FRED MEYER DRIVEWAY MUST BE COMPLETED DURING TIMES WHERE FRED MEYER IS CLOSED. UTILITY CROSSING NOTES: OCONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN SLOPES & UTILITIES EASEMENT CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. PER 20110620001119 � II POWER EASEMENT KC REC. NO. 9410201209 [` " I 4 I I � I Z M PWG) P D I C m L & UTILITIES EASEMENT C NO. 20110811001003 4 I � II � I I y II f I 1h 2 II m I � II f I II I I a a: 41 °. ; 10' GAS EASEMENT KC REC NO. 20130411001089 (TO BE RELINQUISHED) IV O �/00 38 45 0 1 1 1 1 44 0 _ - w _-- -- -_ 42 4 18 -�E DRIVE 4 19 PRN A 1 , 1 1 ,3 17 -w-w- 3 IN IN w w w _-__ --- �c �GcV e0 n 11 WW ,� 4 4 _ ° v ° rG `� R�S EA I,,, w - W =14 IN IN _-- - ° EXISTING 8" D.I. Jy SFii w w - w _--- WATER MAIN _ -- ACCESS EASEMENT z °' PER SHORT PLAT °P 47671 � F6' 1 S T IONA L SURVEYEi SCA" VERTIC/� DESIGNED c 9 2� 0 ')RIZON AL JNAD 1983/1991 O CI T Y OF RENTON DRAWN: CMS ONE INCH • AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION )ATE APPR APPROVI_ CRJ SCALE ACCORDINGLY UTILITY POTHOLING: SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS 0 Know what's below. 0 Call before you dig. 1 Dial 811 s R-406347 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD WATER PLAN 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 6.408-_ STORE NO.:04249 12/19/2019 FIELDBOOK: PAGE: DRAWING NO: C9.0 bI,ttI:15 U�:24 J J W m Q 7E Q LO Lt7 N CD N CO F� 6r 7p 0 O ry W Q I 00 i U) 0 / 19 rn 00 rn CD 0 CD 00 Lii CITY OF RENTON WATER UTILITY NOTES Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shal I be notified 24 hours in advance of any work in the right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu. ft, density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton RECORD WATER UTILITY DETAILS FOR CH.1CK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHING Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. * 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. G1_y PRIVA 1c PIPING PIPING 1-172" AND 2" WATER SERVICE DE "Al i � J F IN UNIMPROVED r CAUTION: VALVE BOX SHOULD N61 REST ON 111 [111 �Z sr EIGHT -OF -WAY INSTALL METER BOX AT PROPERTY LINE 1N TH w PIPE LATER COMPACTION IN AREA OF VALVE BOX 12" LONG COPPER TAILPIECE n COULD CAUSE THE BREA%AGE OF THE SERVICE- n a a 9- NlN- IV' MAX - LEAVE EXPOSE!] V 17 N C1 L y7 J =LS BY PASS N07 ALLOWED FOR IRRIGATION METER$ � \� Y 2. .il g]; (7) /f J 1151 A _ 1r'1 VAULT. DRILL P" tllA. HALE FOR DEVICE OUICK_VINT COUPLING v MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2' LAIN, PROM NEAREST NOTE; AND FRONT EDGE DF PIT UD THE CENTER OF THE HOLE MUST BE AT LEAST I' FIRM UNDERNEATH RILES UNLESS THE RIB SPACING ALLM THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF TYPICAL RIB-� MORE THAN ONE RIB. MATERIAL LIST FOR 2" SERVICE:.. METER LOCATED IN PLANTING STRIP MATERIAL JST FOR 1-1/2' SERVICE' IAETER LOCATED IN PLANTING STRIP RESWEEN CLFRB & 5t0EWALK BETWEEN CURB& SFDEWALK 1 2' tdpped Em, an new Waller moln t. 2" lopped tee on new water main. 4- long X 2" brass nipple with tl+readeb ends (MIPT}. 2. 4- long x 2" Lr m nipple with threoded ends (MIPT). .3. 2" resilient sent gate wive with threaded en(3s, square operating nut, 3. 2' resilient Sept gotE wive with threaded en16, squgre operating nut, and and calve null extension it requlrad [see standard delall 330.1]. Volvo oat extension IF raqu'ved (con standard datoll 330.1) 4. Two piece cost iron -We box Standard B" tap sec Lign with r gular 4. Txo piece cast Iron votivt hoer. Standard B" top sectiah wi Lh mgular base bosp seGtlon, length to fit, "lug" type Cpvar, 2' braes bushing (MIPT x section, length to fit, "lug' type carer. FIPT), 5. 7' x 1-1/2' hex brass bUshing (MIPT x FIPT). 2 each 1-1/Z- brass or 5. 2 each 2' brass or bronze nipples 6" length, threaded ends: 2 eoch bronze nipples 6" length, threaded endaass s. 2 ech bror 2,-90' brass or brnnze erbows {FIPT x FIPTI. bronze elhae,e (FIPT x fIPT). 6: .2r (MIPT) x compression fitting. Ford C84-66 or eq-jol 6. 1-1/2" (MIPT) x ccmpr*Won Rtti g. Ford C84-&6 or squol. 7, 2" ..It copper tubing type K or hr❑ss nippier (MIPT x MIPT), length to 7, 1-1/2" soft copper tubing Lype K ar brass nippier (MIPT r MIpT , •cnq:n flt. to fit. a. 2" threaded brass 90' ell, & 1-1/2" threaded brows 90' ell, for Ford L44-77 or equal. 9. 2" Cust❑msettsr with by-paex For4: VOLE 88-128-11-77 {x 17-3/re' 9. 1-1/2" Custamsetter with by-pasa Ford: VBR 85-120-11-66 (x ). Mcll.ndd Bra-30B715WDFF775 or Mueller B-1427-2 with Tlmged 13-3/16"]. McDonald Brass: 3DB612WDFFi355 Or Maeliar a-142.7-1 1/2", ongla ball valve and pvdsack wings w inlet, and ongle check votive with hanged angle ball valve and padlock wings on Inlet, and angle check outlet, bell Valve on bypass with padlock wings Customsatter shall valve nutlet. ball vole on hyposs with podiock wings. Guatomaetter shall hove uertical inlet and autlet how rerfic.f Inlet and outlet. 10. R1gld miler spradder to be supplied and instdlad In metier sektel by 10. Rigid rnater spreader to be s pplred and Installed In meler setter by contractor COntrpctor- i1. Water meter sHall bo supplied and Inatolled by Gty al Renton upon 11. Water meter shall he eupplled and instol+ed by GFy aF Renton upon poyrent of oil related water meter fee and satisfoctwy pressure and payment al oli rElcied woler meter fee and Entsiactory preliwre and guilty Eteta. purity tests. 12. 17"x3p' Plastic meter pox equal to Mld-States Plostic S. Inc. BCF S•rles 12. 17"x3o" Plostic meter box equal to Mid -Stores PF"tiaa, Inc. BCF Series 1ASBCF 1730-18 with 2- thick Ductile Iron diomme! plate over 18%31" MSBCr 1750-18 with 2" thick Ductile Fran diamond plate cover 18-x31" equal to Mid -Stotts Plostics, Inc. MSCBC-1730-R wrth 2" dulled note equal to Mid-5totea plashes, Inc MSCSC-17:10-R with 2" drllied hole far far tow&-d plt lid, and meter rood Ind. toadiredd pis lid. la 2" coupling [compression x F:PT) with 2" plug (MIPT), Ford C-14-66 13: 1-1/2, coupling (comp,eesion x FIPT) with 1-1/2" plug (MIPT), Ford nr equal. The property owner Is reaponslble for any necassvry adaptation or C-14-56 or equal The property owner Is respmsible For any necessary txtenslon of voter service. odwlotion or extension of no -ter servide: NOTE: ALL METER BOXES IN5TALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO DLYMPIC FOUNDARY, EXPANSION JOINT5 MU5T BE I1,15TALLED 12" MINIMUM ON BOTH SIDES OF METER BQX. "■ PUBLIC WORKS 1 12" AND 2" WATER SERVICE LCLOCATEDSM. PLAN - 320.2 DLPARTML•''NT IN PLANTING STRIP 3 ARCII 2010 WAITER PLAN GENERAL MOTES Stamcard Plan No. X* 1: ALL WORK AND MATE Rh4L55HAU BE IN ACCORDANCE WITH THE LATE`aT EDFTION OF THE CrrVDF RENTON PLIBLICVkUllill STANDARD SPECIFICATIONS AND 5PECiAL PROy1510NS ANtD WSOOT / APWA STANDARD SPECIFIE4TRTliEtir LATEST EI1fni AS AMENDED BY THE CrI Y OF RENTON. A SET OF CITY APPROVE D P LAMS SHALL BE KEPT AT THE JOB SF E %VKENfVER 0)N MFUCFiON IS I N PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRrO R TO THE S ART OF COl167RLICI]ON. THE CONMIAMF1 ANtk OR OEVELCPER SHALL BE RESPONSIBLE FOR SECURING ALL NECTSSNiY PEWITS PRIOR ToCON57ilua10K 2, ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCIION UNLESS OTHERWLSE WTED. THE CONTRACTOR SVAU CALL I - RM-424,SSSS TO VERIFY UTILITY LOCATIONS DE FORE BEGINNING EXCAVATION. 3. ALL MATERIALS US€D FOR THE CONSTRUCTION Of WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNOAMAiER, AND "CATALOG CUTS" FOR ALL MAT ERIALS SHALL I?E APPROVED IN VllRITING 9Y THE CITY 01: RENTON PRJCA TO BRINGING ANY MATERIALS ONSSFTE, 4- ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLA55 5ZPEIRA1141WA C 1-5L AND 144- PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOJNT. CAST IRON OF DUCTILE IRON PIPE FITTP1 iS SKALL BE CLASS Z%A5 PER ANS4/AWWA CI lOfA21-10-82- ALL DUCTILE IRON P3PE AND FrMNGS SHALL BE WRAPPED WrrH &TMIL BLAM TLME-TWIE POLYETHYLENE PLASTIC PER AWWA C10S STANDAROS. 5- MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCiHES f4R PIPE D11411 T1:R OF 104NC'I OR LESS AND 48INCHES FOP PIK;DIAMETER. OF12-INCHAND LARGER. MAX IMUMCOVER FOR ALL WATER IAA K,9i►UBE150111 ANY DEVIAT ON5 MUST BE APPROVED BY THE CFTY OF RENTON PRIOR TO CONS rRUCTION, WHERE UTUTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NEGE55ARY TO CLEAR CONFLICTS AND TT] P%MDE COVER PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR 50E OF PWE U5ED, ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMl1M PRY PENSrTY A5 DETERMIII BY THE x1I41P11FIEU PRGCfMTE5T METHOD JMI]O} IN ROADWAYS, RCADWlAY SHOLAiDERS" ROADWAY PRISM ,AND DRIVEWAYS. AND a5 PERCENT MM IN UNPAVED AREAS. ALL PIPE ZONE COM PACTION SHALL BE 95 MDD, G. CONCRETC aWCKENG fEjR WATER MAW!; SHALL BE DESIr4KI), rNSTALLED AND POURED IN KAOI UI ACCORDA11i WrM CTTY 4F RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHAH BE INSTALLED AT ALL VERTICAL ANC HORMNTAL 11111NIZ FrMNG5 AND SASE OF HYDRANTS, MEGA -LUGS TOR SIMILAR PRODUCTI MAY BE REQUIRED ON AUMECHAWALJOrMSINAL7CFiJCF11TO CONCRETE BLOaING. 7. ALL NEW WATER MAIN PIPES AND PIT71NGS SHALL HAVE A FOAM PIPE PIGS RUN THROUGH THEM PWR TO BEING R 19111M 13GINI-ECIFD, AND TESTED. CLEANING, PRESSURE AnD PURJT'Y TESTI NG SHALL BE DONE IN THE PfkSlEi ICE OF AND LIF�.1aC THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR, THE CONTRACTOR SKALL SUPPLY, INSTALL AND REMOVE PLLXM CORPORATION STOPS, BLOW -OFF ASSEMBLIES. AND THRUST RESTRAINT I BLOCKING fOR TESTING AND RMIiYACCEPTA NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN ECSTTNG MARL LiKM THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PA55ED BOTH PRESSURE AND PURITYT€STING. 8, NEW WAIER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF L5011051 A9OvE. wOFixPiG PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120MIND rES WrrH A N V6yJMUM OF 5 PSi PaLSSUR€ DROP DURING THE EhMF E TM PERIOG. UPON SATISFACTORY COMPLETION OE THE PRESSURE TEST, THE UNE SFULLL rill OISMT-ECI'EO_ RUSHED, AND THEN WATER SAMPLES SHALL BE 7AKEN FOR PURrrY TESTING BY THE PUBLIC WORKS INSPECTOR 4. THE CONTRACTOR SilAit NOTIFY IME CFrV OF RENTON WATER UTILrTY AND MAINTENANCE DEPARTmOMAir LEAST 111Y40gXmG DAYS PRIORTO MAKING CONNEETION S TO THE EXISSTING WATER SYSTEM-IHE EONTRACTORSHALLEIPOSETHE WG WATEk MAIN ANC} FRYING$ ATTHE CONNECTION POINT SEFORE ORDERING THE NECESSARY ADAPTOR5AFE1 HT rMIGS RE01JI<1L40 FOR IHIE FINAL CONNECTION- THE CONTRACTOR SHALL FXCAVATF, Ai:MOVE ALL SURFACE MATnRW4, Won PROVIDE S"afti 16 AND ALL MAT04kALS REQUIRED FOR THE Cr1Y OF RENWIN TO PERFORM THE CONNECTION TO THE E 011111IG WATER SYSTE I, THE CONTRACTOR SNAIL PROVIDE A14D IN5TALL BACOOLL, CONCRETE 8LOC9INC, AND COMPLETE SUIlli ffEPORAIX)11. PUBLIC wOxxs M. FLM - 300A 1' 8 u BLIC 'A{EN'I' WATM PLM GENERAL NOTES MARCH 2010 6" SWING TYPE GRAVITY OPERATE CHECK VALVE, FL. EQUAL 1 MUELLER CO. A-2600-6 WI1 BALL DRIP VALVE AT BOTTC PROVIDE SUPPORT PEDESTAL FROM FDC 3 WATER SERVICE DETAIL C9.1 NOT TO SCALE Barghausen SURVEYED: RLH Consulting Engineers, Inc. DESIGNED: JC 18215 72nd Avenue South DRAWN: CMS Kent, WA 98032 AS -BUILT PLANS I MM 3/15/21 CRJ CHECKED: AEM 425.251.6222 barghausen.Com REVISION SATE APPR �-7RIV, CRJ CITY OF RENTON WATER PLAN NOTES PRECAST CONCRETE VAULT WITH 3 - 3'x 3' HINGED STEEL PLATE COVERS. DIMENSIONS 5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY VAULT OR EQUAL TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. THE BY-PASS ASSEMBLY SHALL BE \ INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 5/8"x3/4" SENSUS SRII (TR/PL) METER WITH ICE REGISTER. CITY PRIVATE i PIPING PIPING a TEE (MJ x FL) 3 _2" . GATE VALVE (FL x MS) I ONE EACH SIDE 4" ADAPTER, FL.x SCREWED 4"x4%6" BULL HEAD TEE, FL. 6" PIPE FL.x FL. 2'-0" LONG-. 18" FOR 10" ASSEMBLY \ 17 1 2" FOR 8" ASSEMBLY 18 1/2" FOR 6" ASSEMBLY 6" 90' �IU I:IIT MPIry V V V 12" ALL AROUND / 2'- 6" '- CONCRETE BLOCKING ALL DETECTOR DOUBLE CHECK VALVE loll, 8" OR 6" FIL P.E. ASSEMBLIES SHALL INCLUDE RESILIENT PIPE WITH COLLAR 18 SEATED SHUTOFF VALVES AND TEST PLAN FROM P.E. COCKS. AND APPROVED CROSS -CONNECTION CONTROL 10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- 3'-6" LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. 4% 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. - 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 6" PIPE, FL.x FL. SO" LONG r 6"& 8" ASSEMBLY. 6" SHORT n, I RADIUS 90' BEND FL. 1 loll ASSEMBLY 90' 8"X6" REDUCING BEND FL. TO BUILDING DEADMAN BLOCK REQUIRED. 10",8",6" FL x MJ ADAPTOR 10" ASSEMBLY 10"x10"x8"TEE FL. 8" ASSEMBLY 8"x8"x6" TEE, FL. 6" ASSEMBLY 6'x6%6" TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10% 8% OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. NOTE: DRILLED HOLE IN COVER. 3 36"TO 42' 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST 6" PIPE -- FL. SCREW m-� IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 x , 1/2" FOR 8" ASSEMBLY 18 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 6" ASSEMBLY 2'-6" 3' VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN, DRAIN TO DAYLIGHT OR }T STORM DRAIN SYSTEM WITH 6" 90' BEND FL. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE - 2'-11" BY-PASS DCVA MUST BE TESTED SATISFACTORILY N4 BY A DEPT, OF HEALTH CERTIFIED BACKFLOW GALVANIZED ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED STEEL LADDER TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. �� ° 6" 8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 ••� PUBLIC WORKS * ''�� + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE ��NZ�� INSTALLATION MARCH 2O10 rl rl rn, ,, r\ r- - A r'r-, n r1 A T LU SECTION AA NGLE CHECK VALVE AND VAULT NOT TO SCALE SCA" N/A ONE INCH l AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY kSTLE PRECAST UV 233-LA (OR DVED EQUAL). PROVIDE RISERS CESSARY TO OBTAIN ADEQUATE i FIR OM FDC j � l D SUMP A RF5 dEN� G pF W y� ti z s F0/STERN s/DNA L VERTICAL: NAVD 1988 • C I T Y O F HORIZONTAL: NAD 1983/183/1991 �MIN RENTON Planning/Building/Public Works Dept. DA ASSEMBLY DETAIL NOT TO SCALE 3- ° Z 4 6" t° 6" MI� MIN. 9,6" FDC SUPPLY LINE � TO BUILDING (N A 0® Know what's below. p Call before you dig. 1 Dial 811 R-406348 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD WATER UTILITY DETAILS 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 L.�I STORE NO.:04249 12/19/2019 FIELDBOOK: PAGE: C9.1 btft61: 16 Gt: 24 M C0 0 N I J J W m Q 7E Q L0 L(7 (V CD C14 C 3 N O O G_ w Q I rn DO In O / Q0 rn 00 / rn CD O CD 00 z 4 I> k � z s o ' z a 41 n w n' DDCVA MUST BE INSTALLED IMMEDIATELY AFTER . PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: Y A HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM R HAVE A HEATING SYSTEM (40- F MIN, TEMP,) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA E HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs- A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE 71 TY OF RENTON FOR INSPECTION OF THE DDCVA AND METER ''.EPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA IAUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929. MUELLER SUPER CENTURION 200. AND WATEROUS PACER MATH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT, FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. N. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" A 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH SIDEWALK. V IF fc EXPANSION JOINT AT 2.� "� BACK OF SIDEWALK CONCRETE SIDEWALK /--OR PLANTING STRIP .1 36" MIN COVER Vic; TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE ONCRETE BLOCKING , ONCRETIE ` T �4MAIN "HRUST BLOC. 4 I LINE TEE. WITH 6" FLANGE SIDE OUTLET. \ - 6" CATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS. 16" z 8" x 4' MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING BLOCK UNDER HYDRANT 1' ABOVE BOOT FLANGE PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS All t t ONE MAN ROCK 1 �o 6� 1. CO 6" CONCRETE PAD 6" CONCRETE PAC' CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 t). DEPARTMENT MARCH 2010 RE HYDRANT NOT TO SCALE ANO MA'NTAINFP PRIVATELY OWNED AND MAINTAINED -1 MAXIMUM D FEET PIPE LENGTH FROM PROPERTY LINE 10 DDCVA Y45T NOT EXCEED 90 TEEi CONCRETE 90I1ARD9 i3J ',10'. -ie• • 5 FT MAX. 7 91 • 110) 81 I 9"I (71 3 � H z 4 INCH N /A WCH 0 � 7 m x BUILDING WALL PERIMETERS OF MINIMUM CLEARANCi TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY "DO NOT BLOCK ACCESS" t. MAIN LINE TEE(MJ EM O z WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE o THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND Z FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE - THRUST BLOCKS PER NFPA AND AWWA STANDARDS. ,I POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 18" LONG SPOOL (FL x PE) FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL 4 APPROVED DDCVA ON MAW LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 3 O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCOROAN[E WITH L & I !0. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE) iI. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 4"x 4" x 6' BULL ELBOW, THREADED '3. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS. LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER, TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW UNE IN57ALL BRASS A FLARE TEST COCKS WITH Y." FLARE CAPS. PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY MARCH 2O10 6" DCDA IN BUILDING 1 NOT TO SCALE RECORD WATER UTILITY DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LLI 120 VOLT ELECTRICAL OUTLET FOR Z HEAT TAPE. INSTALL HEAT TAPE } J > FOR FREEZE PROTECTION CENTER BACKFLOW 3 PREVENTER IN O REDUCED PRESSURE ENCLOSURE 0, BACKFLOW ASSEMBLY (RPBA) 3" MIN. o I I 3" MIN. 3" MIN. INSULATED ENCLOSUR "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER — 3" MIN. CONCRETE SLAB z UNION z FINISHED N GRADE FINISHED GRADE 1 - f, 21 DRAIN "a ? SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING > (TYR) GRAVEL Z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION F THE INSTALLATION F TH P A A PIPING, THE OWNER HA FURNISH, IN TA AN MAINTAIN TH 0 E0 E RPBA AND G. E O E SHALLINSTALL D E RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA'S. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. STD. PLAN - 350.2 PUBLIC WORKS REDUCED PRESSURE BACKFLOW Qt) DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com AS -BUILT PLANS REVISION �MARKEF MARKER I /' • • I LANL MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER I I T JJR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 7• �� +- 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER r__ ON SIDE STRL:_ -:Jr-ERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET IMARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) STD. PLAN - 310.3 PUBLIC WORKS HYDRANT MARKER LAYOUT DEPARTMENT U.OK STARCH 2010 RANT MARKER NOT TO SCALE SURVEYED: RLH DESIGNED JC DRAWN: CMS MM 3/15/21 CRJ CHECKED: AEM ,A I t Hrr'R APPROVeU: CRJ W Z_ J I— I � �w Flo a DIRECTION OF FLOW 2 IY 0 I (MIN.) 6" MIN. 6"MIN.(TYP.) UNION (TYP.) PLAN 3"MAX. Z CO Z M O 6"MIN. TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAvL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENIII_ ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN, 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TES1 REPORT SHALL BE SENT OR FAKED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241, 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER, 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 * PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2010 1" DCVA FOR IRRIGATION NOT TO SCALE RF5 JEA1 G pF W y� ti z ,p 47671 �c�s F01 S T sIONA L FN-5I��Iti SCALE N/A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 CITY 0 F - RENTON •...,. ONE INCH -- - •- Planning/Building/ I uIJIIc Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0® Know what's below. p Call before you dig. 1 Dial 811 R-406349 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U 12/19/2019 RECORD WATER UTILITY DETAILS FIELDBOOK: 0 FOR PAGE: CHICK-FIL-A RENTON DRAWING NO: ® 375 RAINIER AVE S RENTON, WA 98055 C9.2 STORE NO.:04249 SHEET:17 OF:24 M 0 O w Of 9 J LJ m Q a_ 0 N N CD N Lv 7 i rn Ib i U) 0 Q0 o') 00 U 0 CD CD 00 d 4 PROPOSED SANITARY — SEWER, SEE SHEET C8.0 10' GAS EASEMENT KC REC NO. 20130411001089 PROPOSED STORM DRAIN, SEE SHEET C5.0 RECORD COMPOSITE UTILITY PLAN FOR UTILITY PROTECTION NOTE: C HI KCFILA RENTONUTILITY LOCATE DATA INDICATES THE EXISTENCE AN EXISTING GAS SERVICE LOCATED UNDER THE SIDEWALK AND CURB RETURN OF RAINIER AVENUE. THE SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CONTRACTOR SHALL ORDER INDEPENDENT UTILITY CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LOCATES AND TAKE ANY OTHER NECESSARY ACTIONS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATIONS. EXISTING GAS SERVICE TO BE PROTECTED. 10' GAS EASEMENT ° ,.sD KC REC. NO. 20130411001089 °s aADJUST VALVE COVER TO FINISHED GRADE / \Whk \ POWER EASEMENT ADJUST FRAMES LID TO FINISHED GRADE KC REC NO. 9410201209 42+� \ AND REPLACE WITH TRAFFIC RATED LID TO BE RELINQUISHED _, .,,„G 16� G G ° 15' X 100' SEWER EASEMENT ® REC NO. 9708110700 V SANITARY SEWER EASEMENT KC REC NO. 97081 10701 � /"1l.r l-LJJ Ll1JL�V�L�Y � PER SHORT PLAT / SS S SD — SD POSER �� SLOPES & UTILITIES EASEMENT �\ PER 20110620001119 \� � POWER EASEMENT KC REC. NO. 9410201209 2\2 o f � o �\ 0 \SLOPES & UTILITIES EASEMENT Q 2 KC REC NO. 20110811001003 2 �\ I Q � s =\ 10' GAS EASEMENT KC REC NO. 2013041 1001089 i s� (TO BE REVISED) ca 0 c C, ACCESS EASEMENT PER SHORT PLAT 10' PROPOSED GAS EASEMENT �'—s 10.53' 15"N _,o 42.03' UTILITY NOTES: O CONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. O THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO CONFIRM WHETHER OR NOT UTILITY CONFLICTS NEED TO BE RESOLVED. POTHOLING SHOULD OCCUR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. < DRY UTILITIES CONSTRUCTION NOTES: 1. APPROXIMATE LOCATION OF GAS METER AND SERVICE. COORDINATE METER LOCATION AND SERVICE WITH PURVEYOR AND MEP PLANS. 2. APPROXIMATE CONNECTION FOR GAS SERVICE. CONFIRM SIZE, LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 3. APPROXIMATE LOCATION OF PROPOSED TRANSFORMER. COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. 4. APPROXIMATE LOCATION OF PRIMARY POWER SERVICE FROM EXISTING VAULT TO PROPOSED TRANSFORMER. COORDINATE CONDUIT SIZE, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY THAT NO CONFLICT EXISTS BETWEEN POWER SERVICE AND WALL FOOTINGS PRIOR TO CONSTRUCTION. 5. APPROXIMATE LOCATION OF TELEPHONE/ISP CONDUIT CONNECTION TO BUILDING. COORDINATE LOCATION, MATERIAL AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND ELECTRICAL PLANS PRIOR TO CONSTRUCTION. 6. TWO 2" TELEPHONE SERVICE ENTRANCE CONDUIT(S). EXTEND WITH PULL STRING FROM TELEPHONE SERVICE J—BOX TO UTILITY SOURCE. REFER TO SHEET ES1.1 FOR ADDITIONAL INFORMATION. 7. ONE 3" ISP SERVICE CONDUIT. EXTEND WITH PULL STRING FROM THE J—BOX TO THE SUPPLIER'S SOURCE. REFER TO SHEET ES1.1 FOR ADDITIONAL INFORMATION. 8. APPROXIMATE LOCATION OF POWER SERVICE TO TRASH ENCLOSURE. COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS PRIOR TO CONSTRUCTION. 9. APPROXIMATE CANOPY CONNECTION FOR GAS/POWER SERVICE. CONFIRM SIZE, LOCATION, AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND CANOPY PLANS PRIOR TO CONSTRUCTION. 10. APPROXIMATE LOCATION OF POWER SERVICE BETWEEN PROPOSED TRANSFORMER AND EXISTING VAULT. EXISTING VAULT TO BE REPLACED WITH HAND HOLE FOR POWER CONNECTION TO 351 RAINIER AVE. COORDINATE ANY WORK REQUIREMENTS WITH ADJACENT PROPERTY OWNER PRIOR TO CONSTRUCTION. COORDINATE CONDUIT SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. 11. APPROXIMATE LOCATION OF POWER SERVICE BETWEEN PROPOSED TRANSFORMER AND BUILDING. COORDINATE CONDUIT SIZE, METER LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR AND MEP PLANS PRIOR TO CONSTRUCTION. 12. APPROXIMATE LOCATION OF GAS LINE RELOCATION. PSE RELOCATED LINE RECENTLY. SEE SHEET C3.0 FOR ADDITIONAL NOTES ON GASLINE AND POTENTIAL CONFLICTS. COORDINATE SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 13. PROVIDE POWER TO PROPOSED MONUMENT SIGN. COORDINATE CONDUIT SIZE AND CONTRACTOR SCOPE OF WORK WITH MEP PLANS PRIOR TO CONSTRUCTION. 14. APPROXIMATE LOCATION OF GAS LINE RELOCATION. COORDINATE SIZE, LOCATION AND CONTRACTOR SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION. 15. CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO RELOCATED LUMINAIRE FROM EXISTING ELECTRICAL BOX. R CROSSING TABLE p Know what's below. p Call before you dig. 1 Dial 811 S-406303 W-406306 R-406350 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 5I\ Ba rg ha usen SURVEYE1 RLH SC° VERTICAL: NAVD 1988 • ///�� 0 ��_/0� HORIZONTAL: NAD 1983/1991 CITY OF o 12 /19 /2019 Consulting Engineers, Inc. DESIGNED JC (_ RECORD COMPOSITE UTILITY PLAN FIELDBOOK: DRAWN: • RENTON 0 FOR PAGE: 18215 72nd Avenue South CMS I ONE INCH I CHICK-FIL-A RENTON DRAWING NO: Kent, WA98032 AS -BUILT PLANS MM 3/15/21 CRJ cHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. 375 RAINIER AVE S RENTON, WA 98055 C 10.0 425.251.6222 barghausen.com NO. REVISION )ATE APPR I APPROV, CRJ IF NOT ONE INCH SCALE ACCORDINGLY STORE NO.: 04249 '"LLI: 18 u': 24 u� \■ 0 W m Q n O CV (N O N Q L� I 00 C3 / O 00 1-1 O O O 00 a w PAINT SOLID PAINT SOLID iv - m CV O RECORD CFA STANDARD DETAILS 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 7 SIDEWALK ACCESSIBLE PAINTED ACCESSIBILITY 4 2"X2" SQUARE C11.0 RAMP 6 ACCESSIBLE PARKING SYMBOL C11.0 NOTE: TUBING C11.0 SIGN IN BOLLARD BOLLARD 20SIGNS SHALL BE FABRICATED USING S/F 0.08 NON -ILLUMINATED ALUMINUM WITH AWNING 24„ C11.1 30" VINYL COPY APPLIED TO THE FIRST I - 24" CONCRETE 7 RED SURFACE. Z I 1 - 1 I 6" DIA. SCH. 80 STEEL L J CURB &GUTTER C11.1 I in I I I 'REFLECTIVE' NOTE: PIPE BOLLARD FILLED - 10.39' I I COLOR VERIFY COLORS WITH LOCAL MWITH CONCRETE. MUNICIPALITY. v 30 STOP PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) v 9' EL C11.0 NOT TO SCALE - 1-4" -� 1-4" A° R NOTES: 2 DRIVE-THRU GRAPHICS 1. GENERAL CONTRACTOR SHALL REFER TO C11.0 CHIC A PARKING LOT STRIPING e NOT TO SCALE SPECIFICATIONS, SEE DETAIL C11.0 \ \ 1\ 2. CONTRACTOR SHALL USE WHITE NOTES: 60° PARKING 900 PARKING 1. GENERAL CONTRACTOR SHALL REFER TO REFLECTIVE PAINT ON ASPHALT & YELLOW CHICK-FIL-A PARKING LOT STRIPING e REFLECTIVE PAINT ON CONCRETE. SPECIFICATIONS, SEE DETAIL C11.0 **STANDARD PARKING STALL DEPTH FOR 900 PARKING SHALL BE 18' 2. CONTRACTOR SHALL USE WHITE MINIMUM WHEN NOT IN THE SAME ROW AS 600 PARKING. 600 PARKING STOP REFLECTIVE PAINT ON ASPHALT & YELLOW STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. BAR REFLECTIVE PAINT ON CONCRETE. NOTES PARKING LOT STRIPING SPECIFICATIONS: N 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT STANDARDS: 8" DIAM. EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. LENGTH VARIES a AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST, PAINT FULL LANE GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR WIDTH i� 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH OR SURFACE TEMPERATURES ARE BELOW 40°F. o APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A SHOWN ON THE SITE LAYOUT PLAN. GUIDE -ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: 0 4" PAINTED LINE (TYP.) 2^ CENTER "STOP" � 1'- _ 3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING AIRLESS IN DRIVE LANE LOT STRIPING SPECIFICATIONS. • PRESSURE 1800-2700 PSI 4" TYP. 14"R 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR • T PSE 0.015" 0.017" PAIN E D STRIPING ON ASPHALT PARKING LOTS. • FILTER 60 MESH • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL 3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL 5 CONTCTOR SHALLSTTRIPIINNGONCONCR TEEPA KIINGLOTOWREFLECTIVE PAINT FORS. VM&PNAPTHAR1K3 C11.0 NOT TO SCALE C11.0 NOT TO SCALE CONVENTIONAL 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT • GUN BLINKS 21 (BLEEDER) OR EQUIVALENT TO SIDEWALK. FLUID NOZZLE #68 • AIR NOZZLE INTERNAL MIX, #709 NOTES: NOTES: 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED ATOMIZATION PRESSURE 45-80 PSI 1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. FLUID PRESSURE 40-70 PSI CHICK-FIL-A PARKING LOT STRIPING e PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL C11.0 • REDUCTION ONLY IF NECESSARY, UP TO 1 PT/GAL SPECIFICATIONS, SEE DETAIL C11.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON VM&P NAPTHA R1K3 2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR • SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S 3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED. GRAPHIC IS NOT REQUIRED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS. • MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE Al 70 DEGREES F AND 50 % RELATIVE HUMIDITY PAINT WILL DRY WITH NO 0 M DRIVEL 1'-0" U-0" 1'-2" 1'-0" 1'-2" o M 1 DIRECTIONAL ARROW THRU 3"x3" SQUARE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 0 WHITE PAINT CONCRETE BLACK 'REFLECTIVE' AFTER CURING AT COLOR ASPHALT LOCATIONS 12" GREEN 'REFLECTIVE' 4000 PSI COLOR CONCRETE 6 8"0 CONCRETE Z BASE r 9 A_ STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) RESER PARKING BLUE'REFLECTIVE' COLOR WHITE 'REFLECTIVE' COLOR R BLUE'REFLECTIVE' I COLOR WITH WHITEVAN - tO ACCESSIBLE 'REFLECTIVE TEXT' -I 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) (CIVIL TO VERIFY SIGN PANELS AND COLORS WITH STATE/LOCAL REQUIREMENTS) 4" THICK CONCRETE ° 1.5% CROSS SLOPE SIDEWALK SECTION 1:20 TRAFFIC PICKUP AFTER 20 MINUTES. MAX NOTE: MAX GENERAL CONTRACTOR TO RE -STRIPE THE LOT 45 DAYS AFTER INSTALL 1" TOOLED RADIUS ON ALL MINIMUM 1% SLOPE �• SF�cS �qq7 OPENING. RAMP EXPOSED EDGES SIMILAR AS AWAY FROM BUILDING. M/y TF FS (BEYOND) SHOWN ON CURB DETAIL MAXIMUM 1.5% SLOPE IN �70rti qt 5 STANDARD PARKING STALL RETAINING CURB (BEYOND) ALL DIRECTIONS AT C11.0 NOT TO SCALE CURB LANDING. �O�\N CONCRETE CONCRETE FLUSH WITH s" PAVEMENT SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT 5t��\�, LIGHT BROOM FINISH MONOLITHIC CONCRETE COURSE (MIN) BASE -I 0 \� JP�\ 6 ACCESSIBLE RAMP (3000 PSI) **CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS- q GUTTER SLOPE SHALL NOT No, EXCEED 5% AT LANDING AREA. SECTION A -A / P WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT 4•• EXCEED 1.5% pRs LIGHT BROOM FINISH 6\'P\5��yp0 CURB & GUTTER 1 1.0 IF CHANGE IN DIRECTION OR IF s • BOTH RAMP CURBS TO BE RAMP EXCEEDS 30 FEET PAINTED YELLOW, SEE PARKING cJ LOT STRIPING SPECIFICATION C11.0 7 SIDEWALK ACCESSIBLE RAMP C11.0 NOT TO SCALE g NOT USED gq NOT USED C11.0 NOT TO SCALE C11.0 NOT TO SCALE SMOOTH TOOLED FINISH AROUND }" EXPANSION JOINT 4"CONTRACTION JOINT ALL EDGES AND (SEE NOTE #1)� (SEE NOTE #1) JOINTS (TYP) NOT USED NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com I, • •• •• f O• •hy •s• 1 ~. �. •. �••1 •• i •( w.� R•' s s{ �••• �. a .'R.• �. mot. I I 5'-0" (TYP) CIVIL TO MODIFY CONCRETE & AGGREGATE BASES PER GEOTECH LIGHT BROOM FINISH REPORT RECOMMENDATIONS - (PERPENDICULAR TO TRAVEL PATH) URETHANE JOINT SEALING 6"x6"x6 GAUGE WELDED COMPOUND WIRE FABRIC SEATED AND SECURED ON STANDS Z.11 3000 PSI COMPRESSIVE w STRENGTH CONCRETE iv iv MIX PER SPECIFICATION. ..:. .... .. .. �a F .. Y ..,.. ... ! i I CONTRACTION JOINT T" DECK-O-FOAM EXPANSION z 4" AGGREGATE" (SEE NOTE #1) BASE COURSE JOINT FILLER W/PRE-SCORED STRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL EXPANSION JOINT CONTRACTION JOINT 11 TYPICAL CONCRETE SIDEWALK C11.0 NOT TO SCALE NOTES: 1. JOINTS AT 5'-0" O.C. TOOLED }" 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. SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM NO. REVISION BY DATE APPR APPROVED: CRJ 18" Circle WHITE REFLECTIVE' Left [Drive uilding LETTERS FOr urn -Thru FACE:ervice 3M REFLECTIVE COPY Only (#3272 RED)COLOR C F CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 18" WHITE 'REFLECTIVE' Right LETTERS Turn FACE: 3M REFLECTIVE COPY Only (#3272RED)COLOR R�eian D G RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) -I 1= 18" 30„ :I I I- _ BLACK I I I I_ REFLECTIVE' LI -1II « ' I -I 1=1II COLOR O NOT ,. ' • III=1 O N E D = I=1 1= N WAY WHITE M -III . " III -III REFLECTIVE' COLOR ENTER _� I I I tll 11=1 11=1 I•I I I III I• IIIII I II I I Ill llllllillllilllllI1 1IIII IIIIIIIII- - E H 2'4" ONE WAY SIGN DO NOT ENTER (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) BOLLARD MOUNTED SIGN DETAIL 6 DIRECTIONAL SIGNAGE C11.0 NOT TO SCALE NOTE: "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" g NOT USED C11.0 NOT TO SCALE SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK -OF -SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB BUILDING AND SIDEWALK JOINTS. BUILDING FOOTING. 4" 4" AGGREGATE - BASE COURSE MIN. *CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS- 7.0' MIN. SLOPE 1.5% MAX. 24" CONCRETE PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT COMPACTED SUBGRADE AS SPECIFIED SIDEWALK WITH CURB & GUTTER SECTION NOT TO SCALE �.RFS �ENS� z ,p 47671 �c7s F01S1E91' s/ONA L F N-51 SCALE: VERTICAL: NAVD 1988 N/A / HORIZONTAL: NAD 1983/1991 CITY OF RENTON • I ONE INCH Planning/Building/Public Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0® Know what's below. p Call before you dig. 1 Dial 811 T-406305 R-406351 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: RECORD CFA STANDARD DETAILS F12/19/2019 0 FOR PAGE: CHICK-FIL-A RENTON DRAWING NO: ® 375 RAINIER AVE S RENTON, WA 98055 C 1 1 .0 STORE NO.:04249 SHEET:19 OF:24 0 rn 00 i U) 0 i rn 00 i 0 0 0 00 u� Ell J J Lw m Q 7E O N O N UJ 3 Q L.� I 00 U) N 0 / rn 00 O O O CO O_ w TACK COAT (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) 1.5" THICK ASPHALTIC CONCRETE SURFACE COURSE GEOTEXTILESUBBAS FABIRC � SEE NOTE #E 7" THICK AGGREGATE BASE COURSE EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE IF PRESENT ON -SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. 21 TYPICAL ASPHALT SECTION C11. NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHOULD BE 7" GRADED AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5" ASPHALT PAVEMENT SURFACE COURSE TACK COAT. ASPHALT PAVEMENT REQUIRED AT ALL JUNCTIONS WITH CONCRETE AND BASE COURSE f "PAVEMENT =III-III-11 THICKNESS SEE NOTE #1 I I-1 I a 1_11 la 12" 1A PAVEMENT EDGE DETAIL C11. NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND N SECURED ON STANDS x 2.•' • ♦ TEE'^ j •f� X }+ io w• •r • r • �• �• 4" AGGREGATE BASE COURSE SEE NOTE #2. U H O rn C7 0 w U)IYO z Q�w H FOOU EL w w w o u (If (If SUBBASE SEE NOTE #1 GEOTEXTILE FABIRC JIVVf\LIL_ rP•%VIIVV LJf\IVL-II If\V LrN NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE VERTICAL SAW CUT URETHANE "WIDE (MIN.) JOINT SEALING COMPOUND (TOP 1 NO SEALING COMPOUND) - d a a a d d e • e • e • d d A. r a I -III- I I -III -III -III -III -III -I I I- i #3 BARS ON 18" CTRS. BOTH SUBBASE WAYS SEE NOTE #1 GEOTEXTILE- FABIRC NOTES: 1. JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS 28 CONTRACTION JOINT C11. NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 4000 PSI COMPRESSIVE STRENGTH CONCRETE WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN" FROM TOP. �! '1 .: �; •' t '. as ': .: .• � '� t SEE PLAN FOR SLAB / SUBBASE THICKNESS J// SEE NOTE #1 GEOTEXTILE FABIRC TRANSVERSE AND LONGITUDINAL 22 CONTRACTION JOINT C11.2 NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. GEOTECHNICAL ENGINEERING REPORT JOB NUMBER: 81185084 DATE: 06/21 /2018 4" AGGREGATE BASE COURSE SEE NOTE #2. 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. #3 @ 12" ON CENTER EACH WAY GEOTEXTILE FABIRC SUBBASE SEE NOTE #1 NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 4" AGGREGATE BASE NOT USED NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com RECORD CFA STANDARD DETAILS FOR CHICK=PIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON JOINT SEALANT SAWCUT EXISTING ASPHALT (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED EXISTING ASPHALT PAVEMENT ASPHALT PAVEMENT 23A BUTT JOINT C11.2 NOT TO SCALE 4000 PSI COMPRESSIVE STRENGTH CONCRETE URETHANE JOINT SEALING COMPOUND PLAN FOR SLAB4 DOWELED CONSTRUCTION JOINT THICKNESS 4. iPROPOSED PAVING• +' . •. EXISTING PAVING �• SUBBASE SEE NOTE #1 4" GRADE A36 STEEL DOWEL 14" GEOTEXTILE LENGTH, 12" O.C. SPACING, FABIRC GREASE OR SLEEVE ONE END TRANSVERSE AND LONGITUDINAL 23 DOWELED CONSTRUCTION JOINT C11. NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SAWCUT FULL = DEPTH & CURB O & GUTTER LU O z 0 O LU W 0 24" LUI RIC O z r- QNO U SEALING � F COMPOUND _.a� w ww Un � � o •. '•x ♦ PROPOS D •i • AVING V-3" MIN. #3 BARS ON 16" ON CENTER EACH WAY LUBRICATE 4000 PSI COMPRESSIVE STRENGTH CONCRETE ASPHALT PAVEMENT AND BASE COURSE 43 @ 12" ON CENTER EACH WAY „PAVEMENT ''t : ..• • !� a.• .♦4; .r f m ♦• .♦ THICKNESS 'f•. ♦ ti ♦ - f -III-III-11 � 12" 9" CONCRETE APRON -6" SUBBASE SEE NOTE #1 6" AGGREGATE BASE COURSE SEE NOTE #1. #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE TRASH ENCLOSURE NOT TO SCALE NOTE: 1. SECTION IS PROVIDED FOR REFERENCE ONLY. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. o CURB SOLID 4" STRIPE ON ENDS C 1 4" WIDE STRIPES @ 3' O.C. z = � YELLOW o J Z7 GREFLECTIVE mom* PAINT WITH ANIT-SLIP o N 4 C M ADHESIVE. ORDER POINTS • O a } N � -i p SOLID 4" STRIPE ON ENDS 70 G �9 70 m �N 27 ORDER POINT STRIPING C11. NOT TO SCALE ATED SMOOTH NO. 8 DOWEL BAR VERTICAL SAW CUT j" (MIN.) 1 URETHANE JOINT SEALING COMPOUND ♦�• XISTI• ♦•• ' t' P ING.t t EPDXY DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED & EPDXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4. PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 3o LONGITUDINAL BUTT JOINT C11.2 NOT TO SCALE SURVEYED: RLH DESIGNED: JC DRAWN: CMS AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM N0. REVISION BY DATE APPR APPROVED: CRJ SCALE: L d- x d e $ #3 BARS ON 16" ON CENTER EACH WAY 24" LUBRICATED NO. 8 SMOOTH DOWEL URETHANE JOINT SEALING COMPOUND a e b.y I 1 a 2" (MIN.)" a 1-"'7 a 714" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. LUBRICATE THIS END OTHER CFA APPROVED MATERIAL NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE 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 24'X24' (EVERY OTHER JOINT) 31 EXPANSION JOINT C11.2 NOT TO SCALE / N/A I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON VR Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 t/ T-406307 R-406353 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: RECORD CFA STANDARD DETAILS F12/19/2019 )fla FORPAGE: CHICK-FIL-A RENTON DRAWING N0: 375 RAINIER AVE S RENTON, WA 98055 C 1 1.2 STORE NO.: 04249 SHEET: OF: 24 rn co 5) O / 00 / O O O O 00 RECORD CONSTRUCTION DETAILS J w m Q 0 N N O N \ rsl 0 I I`7 00 0 00 In CD CD O 00 w C-0 FOR 0 HI K-FIL-A RENTONC C SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LU RAISED EDGE DETAIL v 0, LEVEL 1!T E]iTE/r6 SIDEWALK TRONOVERSE 1' . W I . or &r pNi PREMOLDEGA)wT FILLER 112" iINI A. 1 JGINIS TO IRCJ.IIDE RAISED EDGE 1YPIDAL WHERE APPLICA1 -1 Rol, clan s p } mP r 1 1 Ir!' N A. FOR CLIR'ODETAIL$ .'. 4 HFE ST ❑ PLAa lO+ " 1•PFA R • . , ��qp�', `1 r •• sTINc RaAowAY W. ROCK •SIDEWALK �RusHEo SEE W41SED IF V -a'. DETAIL - THIS THE TYPICAL TINDER CRUSHED SIRFACIN0 TOP CO,1ReE SIDEWALx ALLCUr IN. I•u+'A;:I TO 9iR 00TDIFIEO PR FOR woPEe7 BY WITH RAISED EDGE tuNLESe REKKJIPCAL WAVEDrL DILGIN-CEa ourrER SIDEwnLlr. csrc UNDER S CURS 4 ovrTER TO eECTHKXWSBOR r - + I^ H �p �i,Q� MATOt ExIBTING ROADWAY CRUSIEO kQrX � OREAYER {fYP FOR LURB iHOV17ERI I FINISHEDORADE1.ONEELDW' rOP OF OmcRm SUREAGE x-a SIDMALK AaalACElilSbi.LIHe r-a r.a yl r (m A rrrP, Tsr 1 STUD Firm E vi SIDE -- - „ .T- eRoaE OR PEDESTRIAN AR �e►' � i PST GUTS ADJACENT TO CURS pRyaC, -,U SmETARIx my 1LTo R mi RTFEPFILLALOPEs1 00NIALACT PLAN Au DR adonis P 1 I 1r1 (M1 R. [TIP, � i ISIDEWALK FLU" f1'J4M i VERTICAL WALL- .. - " �•;nY 1 WE atim 1L' EY1 lER , JOINT rill -ER ADJACENT TO CURB AND RAILING OR WALL PRE tlLOED JOIN FILLER FOR 84DE rREArMrrslDcwALR BUFFERSTRIP SIDEWALK ADJACENT Tp WALL DETAIL SIDEWALK MEE NOTE im SECTIONS 1r1'{IN}R 1 a r P I FOR CURS DETAILS a ,.ex - Y 1.5IL MIH r SEE SiD PiA1Y 707 71I� f OR . msn oR HATCH nosnrlK;TROWELED 7R�VE PPIMMETER FINISHED cRAtlE }' (RILEj eEiOW TOP Dfr @ SURFACE Fop PLAI1THlO-FLUSH IF PAD Y CEMENT LONCRETECURe 1k. 5A.`-..� ~ •.., {CURS NIO GUTTER $FIOWNI ADJACENT TO R UFFER STRIP FOR CURB DETAILS �• ' �� `�} eEESTOPLAa10+ • �, d' TIg•Ta ' r 1N NOTES C >> t Farr r/M of 1M edagoI nAdsl Ytai T s be ms ae peae1 � w eocr+La Cx , aGKxrNI[�r rvlM ' aM d 1axDCm tdo rove W and Isor¢arrdl abeSl.dion. CrrugE, =11 Cahn. Ji■71Libn Br�les. FLIT A, r�rNNraTK lls/r.leosr, • - Cabls V&Am. PLA Flans am Saw cumxo1aIfEA+ on WORM r1am a m toIm W M pylerlelk =_r , ar C CDMTRACTXN JOWL +toy¢ IM r4i>�, IrIH w�4c•, ar,a 1Tlalrll pmde of tn• sdewak ^1 JOINTAND FalltllFi DUAL • a L 66WX W16C car Ir�q J uN Sta LYPb and i lb .•� . 7aeeylslR 1/+IVI permmed NLIISEr For other referenced 140TUm � DOLmuglim WNeA n STD PLAN 104 2 . ■ .W0010elaWait r,.L�.arul ■ IAorgea,t[ raw Ca,Ens// CLIt6 Bell f pr 1LRaOr ORE JdNT FZy ER SSErIsalO Flan F•]0.1@•OLi. Paved SUrrom Mud ON"* With V- FVLL-flEs'i'17 STD FLAN 102.1 eaapp6mbie. 3. cmarhteba4,$00?U EXPANSION JOINT - SM. PLAN 102 PUBLIC WORKS CEMENT Cl1�MCRETi! I ,f,l;, :, DEPARTMENT SIDEWALK «WE CITY OF RENTON SIDEWALK DETAIL NOT TO SCALE #3 REBAR @ 18" O.C. (V #3 REBAR @ 18" O.C. (H CONTINUOUS LOCATE P BARS MIN. OF 2-1/2" CLE FROM FACE OF CONCR 2" EXPANSION JOINT PER DETAIL THIS SHEET 18" STEP CURB DETAIL NOT TO SCALE FACE OF CURB �81R'-r $1rr 11 1 r2' R. ~ ~ 1' R. 124 + + TOP OF IZR. ROADWAY 7_v ' m i t V r ' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PIN AT S40EWALIL RAMPENTRANCE 1;12 124 TOP OF 1Ir R P40A01MAY me 7 1'6' - DEPRESSED CURB SECTION AT SIDEWALK RAMPS • . are• FLLER E FULL-D"TH EWANSIOIIJOINT @" CEMENT CONCRETE 1•R SIDEWALKS RAMP VARIES OR LANDING FROM i S'TOO 8' f 3W PRIEMOLDED JOINTFRLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE CIF ADJACENT CUR$ ,Btr2«' SEE DEPRESSED CURB DETAIL THIS SHEET 1;24 TOP OF 1 1 1• lr2'R. ROADWAY T i f Eai I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SE E STD PLAN IOA.2 FACE OF CURB FACE OF ADJACENT CURS GLITTER SURFACE {+ IP2'�� 51T1 1- 1 rP R. I' R. I L TOP OF m ROADWAY f I - aim, CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1 See starwaro plane 102 orM 101.1 For curb expansion sm contraction pint specng. 1 Lyr.nsan,or.T sh�i Me I+a Bares 71a' IR] wp•+dlEd laI'+1 �* 3 Far Depesseo--� awa.r.y Cuts S Oulu Saecor+. see slan�b ,Lx 2 STD. P1&H - 101 PUBLIC IYOCEMENT CONCRETE CURBS DEDEPARTMENTNT 1vT CITY OF RENTON CURB DETAIL NOT TO SCALE 1"R �1 /2" R LANDSCAPING ; - __ NEW PAVEMENT /J10 NOTE: SEE GRADING PLANS � I FOR FINISH PAVEMENT GRADE a °' a 7 3/4" EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB s SAIL "Dte E NjMI _ {SEE NOTE N IIEE NOTE q T OF PAVED LmyF r- DANEId REc= Lr•rvrroF. vow*m+a - 18e� waE srD ■,.N ae opIOETE L � 1 1 SCE rIDtE s \ T SEE NOTE r NWFWITHIe N e CF.NEHr CDaCPET6 J cuW40 - ALO■lIM.I - EGUrRreRs ]a•GONrNg8te RJOLT—MI ISLE sra vuN+D=I PLAN VIEW (TYPE [1 SHOWN c14 a aCwx swl.AM „OTEA rwEs ` - a>x Awl saLr4le•mas �, +vNlu /r1eNWx SECTION OA m•MIn ` 3U'E]VAa•gN,aWijrW.l reFs NrD. sLAN IPn II!'RIMI II.1 nI1t CRENLE f15l OPF LL,k ' Wf.E4. a4w,'� Fi ORruEWAY WI uIE XD■E pi&imE SHOWN ex—,wimno] IIN f.SLA - n a _ NIAATNe .• _ wan __ --- - t o•r•wr ru rl HArrE- - 'AOE4•tE4 i■EE NOTE Tl CONNT coilomm FLAK IN.h rES s.r S-D. PLJAr'r I w . 8 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1, C2, C3, and C-MAX 6" WIDE STEEL TROWEL FINISH (3) #4 CONTRACTOR TO SET REBAR ON DOBIES PRIOR TO POUR o00 0 Og FLOWLINE OF CONCRETE SWALE/00 T' SUBBASE SEE NOTE #1 M. PLAN - 104 ' PROYED: CEl EIOT mil L•'TE SIDEWALK . - \' F r t�nlElrr cadCRETE TTER �TEexia 0EPRFWO MDNOLJTKC CAfffi i aU TTER ME DETAIL 7+eB 51EM TYPE C78 - JSOMETRiC VIEW (COMMERCIA! •W H SUFFER) NOTES 1 When a drir,awiy wxhh exceeds 15 fce„ ❑Dns"ct a full depth axpenelon Joint welt'Mr joint RNar along Ill d11VtrAay Lana IViSn FANOSlid (Soo IFW- plan 1D2j- Corretrlltt 0"itrIon jD�na PUMAA li WRh Dlc cerlfedre ae mqulfmd et 15' m"murn spa: Lng when *Tvoway ca *Ric-•PNnNr n � am 1rIa1 1 widths exwW 37. 2 See vW. piarl 102 For oldewalk dolnlls R r 3. Curb and gumu shown, alher curb deslpr>s rr+ay t/e ■ped8ad. .. 4 i � I f - Sao sw plan 101 k1Fcurb 6ahrilisIF 4 N[Tl used. j -+ 5. The arlylrI;m will deelfpn loll driveways W Include devuUws at ell Slott DIMIlM,LYSOrdfplgaNLaePAeelaK points msfked wkh symtW X'. All eWivAons ire at the back of JnaTaSEeeLesllaLtas•riK curb top on UOM Stela. DE317�IES9Efl momouTm cm 17urnmORAL 6 Nlxl used 7 For Drivewery W kIthe See DRIVEWAY STANDARDS (See NOTE 10). The eypwism)wTle (Sae ss'� ptan 102) shell be speced as shown In the owUpaMing Itld WiiC New, B Slopes Shell comply with mcV ions R303ZI or R3C3.2.2 or FACE DF ADJACENT Iran IRNW.3 of the Revisal Dish Gutdelifics far ACocmIbla Public Highlsa[ wry Df Navemlrm 23, 20DS (PROWAQI. 9. Clad rahJms for any Type C-MAX Urtvewey may be apWvved an a 030041-Cs" Mails r R - 7`4 '---CW1'[RSLFRFACE 1' 4 10. STREET STANDAROS s 11en10 n My ranPa! Code [RIrICS - Tn3e IV Derdopment Resurinons CHAtr1Elt 6 51 ME I AN D UTFLRY STAN DAREIS Sedlan4-is0 tSMCTSTarlDARos DEPRESSED CURB DETAIL A T R1e$ IDE P41 LS` OR COME RCULL DR! VEWAY 5, AN D ALLEY 5 DRIVEWAY STANDARDS IF Menton murJc4mI Case (RIM C) _ TWe lV Developrelent Resutetlom Drivewiry Example: TYPE C1B L i CHAPTER4 R:ae.adendel c•Camnrdw UrY-WI PE PROPERTY DEVELOPMENT STANDARDS N gne ■r of LW All. Sef lbrI44-M PARKING, LOADING AND CgrVEWAY {Ls"e 017 REGULATIONS B`$9 Ss i1 a:sni•1 o auE /r I i' ?BLlC RORI. CEMENT CONCRETE DRIVEWAY SM. PLAN - 104.2 1, "EPA17f1(EZ~': ENTRANCES - NOTES AND DETAILS CITY OF RENTON DRIVEWAY DETAIL (3) NOT TO SCALE SLOPE PER PLAN SEE PAVEMENT EDGE DETAIL 21 A/C4.2 (TYP) -c- —10" THICK 4000 PSI °vC Oo ° COMPRESSIVE STRENGTH D� c o 0 CONCRETE MIX PER SPECIFICATION. 4" AGGREGATE BASE COURSE SEE NOTE #1. CEMENT CONCRETE SWALE NOT TO SCALE C11.4 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 Ba rg ha usen IncSURVEYED: RLH Consulting Engineers, c• DESIGNED: JC DRAWN: CMS 18215 72nd Avenue South AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM Kent, WA 98032 425.251.6222 barghausen.Com NO. REVISION BY DATE APPR APPROVED: CRJ SCALE: VERTICAL: NAVD 1988 N/A HORIZONTAL: NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CURB sa rMU dNCLJCei e00esrAL9 MAIR1 - F MIN T vArlr„ �6E# wen.'hrr +/LF OF PA SO j AY'EIIPAMF Ft_AN Ion ll•F3TH6LR JOI.i r.vi GFS'CKT .SEE iT� FA.AN IdJ � ' . '�� Ii�lTD hAaf al CYr1CIETE e« YA,J• I s r iilarLTgN JCIIIR 1 7 xl l•gTC, RALP W" Im tv { e l cuiI.R a -- sr LOrrinAepCw laelr RkP.! L6LE /m PLu/,gJ1 PUN VIEW {TYPE C1 SHOWN. Gt a C] i CMAx SIMLARI {SEE M9TE 9: +.lust --ikYF196'T"9' - ■ LL r.,Aw IT •r•A F jTTR i {r.•1�- J L ` a•Nw��• T�'�`�- � � ,r rF ak!!!ss[o dwiaa,eNa l Sil4llF dVA+es'i � M �iAarea _ - SECTION ! A 4/1 eY_; i:t .W�711rt1►, .`y _ ER�.F.K IMOT1r Lt4 Od Fl11E1C! W LD■{l/1► _ • . " \' � Z - `� �. __. � , .erAewArw�A4r:,.k care m.nrk s.dNuuwwalu•Or `l +fti a r `0 Nr'1„M tewOOLAFTIp. --� s-Fi ForMOTIES Bea STD. PLAN 104-2 � STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ST �' fD i DEPARTMENT ENTRANCE -TYPES C18, C20, o C30, and C-MAX13 (WITH BUFFER) a a 1 GRADE ° 4 a a PER PLAN ASPHALT PAVEMENT CEMENT CONCRETE CURB CUT NOT TO SCALE 5 wJEy Sc`� i Q � P� CP z o ,p 47671 � ��- DNA LT E -51,��I Adoftk CITY OF RENTON V'R vugv Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 R-406355 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 12/19/2019 RECORD CONSTRUCTION DETAILS FIELDBOOK: O D FOR PAGE: CHICK-FIL-A RENTON DRAWING N0: ® 375 RAINIER AVE S RENTON, WA 98055 C1 1.4 STORE NO.:04249 SHEET: 23 OF: 24 RECORD CONDITIONS OF APPROVAL IT 0 i 00 n cn 0 / rq 0 OJ / CD CD 0 00 i n w co FOR 0 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 CONDITIONS OF APPROVAL: THE CHICK-FIL-A SITE PLAN, FILE NO. LUA18-000619, ECF,SA-A,MOD, AS DEPICTED IN EXHIBIT 3, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS 1. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED FEBRUARY 4, 2019. a. THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY TERRACON CONSULTANTS, DATED JUNE 21, 2018, AND ANY UPDATED REPORT(S) ASSOCIATED WITH THE BUILDING AND CONSTRUCTION PERMITS TO ENSURE COMPLIANCE WITH THE INTENT OF THE INITIAL REPORT. b. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). c. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. d. THE APPLICANT SHALL PROVIDE A PROFESSIONAL ARCHEOLOGIST ON -SITE TO MONITOR ALL GROUND DISTURBING ACTIVITIES AND PROVIDE THE OPPORTUNITY FOR CONCERNED TRIBES TO HAVE A TRIBAL MONITOR ON -SITE. GROUND DISTURBING ACTIVITIES INCLUDE BUT ARE NOT LIMITED TO GEOTECHNICAL TESTING, CONCRETE REMOVAL, UTILITY REMOVAL AND REPLACEMENT, AND BUILDING EXCAVATION. THE ARCHEOLOGIST SHALL PREPARE A MONITORING REPORT TO BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AND DAHP PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. e. THE APPLICANT SHALL COMPLY WITH THE REVISED TRAFFIC AND PARKING MANAGEMENT PLAN COMPONENT OF THE TRAFFIC IMPACT ANALYSIS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST DATED JANUARY 4, 2019, AND ANY UPDATED REPORT(S) ASSOCIATED WITH THE PLAN'S MONITORING ELEMENT TO ENSURE THE RESTAURANT'S VEHICLE QUEUING DOES NOT ADVERSELY IMPACT RAINIER AVE S. f. THE INITIAL WEEKLY COORDINATION MEETING WITH THE APPLICANT AND RENTON POLICE DEPARTMENT SHALL OCCUR PRIOR TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 2. THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES A LANDSCAPE PLANTER STRIP CONSISTENT WITH THE SITE'S EXISTING FRONTAGE WITHIN THE DRIVEWAY THAT WILL BE REMOVED. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT ALSO PROVIDES NATIVE CONIFEROUS TREES AND OTHER NATIVE VEGETATION WITHIN THE STREET FRONTAGE/PERIMETER PARKING LOT LANDSCAPING SCREEN. THE REVISED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES SUFFICIENT GROUNDCOVER PLANTING RESULTING IN 90-PERCENT COVERAGE WITHIN THREE (3) YEARS OF INSTALLATION IN THE STREET FRONTAGE LANDSCAPE ARE ALONG RAINIER AVE S AND INTERIOR PARKING LOT AREAS. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com NO. 5. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT CLEARLY IDENTIFIES THE TOTAL SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING WITHIN AREAS DIMENSIONED AT A MINIMUM OF 8-FEET BY 12-FEET. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT REVISED TREE RETENTION PLAN AND UPDATED ARBORIST REPORT WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT ALSO CONSIDERS THE RETENTION OF ALL FIVE (5) SIGNIFICANT TREES AND ARBORIST RECOMMENDATIONS FOR BEST PRACTICES FOR CONSTRUCTION ACTIVITIES THAT WOULD OCCUR WITHIN THE DRIP LINE OF OR ROOT ZONE OF THE TREES. THE REVISED PLAN AND UPDATED ARBORIST REPORT AND ANY CHANGES TO PLAN/REPORT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A REVISED UTILITY PLAN AND LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT IDENTIFIES ALL SURFACE MOUNTED UTILITIES WITH LANDSCAPE SCREENING, FENCING, OR COMBINATION OF BOTH. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 8. THE APPLICANT SHALL OBTAIN LOT COMBINATION APPROVAL FROM THE CITY TO REMOVE THE INTERIOR LOT LINES OF THE SUBJECT PROPERTY RESULTING IN A SINGLE PARCEL FOR THE DEVELOPMENT. THE LOT COMBINATION DOCUMENT SHALL BE RECORDED WITH THE KING COUNTY RECORDER'S OFFICE PRIOR TO THE ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 9. THE APPLICANT SHALL SUBMIT A PARKING AGREEMENT WITH THE RENTON CENTER SHOPPING CENTER WITH THE BUILDING PERMIT APPLICATION ALLOWING USE OF THIS PORTION OF THEIR PROPERTY FOR PARKING. THE APPLICANT SHALL ALSO ENSURE THAT THE REMOVAL OF THE INTERNAL LANDSCAPING AREA IS EITHER REPLACED WITHIN THE SHOPPING CENTER'S SURFACE PARKING LOT OR FOUND NOT TO BE NEEDED TO COMPLY WITH INTERNAL LANDSCAPING REQUIREMENTS AND THE PEDESTRIAN CONNECTION IN AND AROUND THE INTERNAL LANDSCAPED AREA IS MAINTAINED. THE PARKING AGREEMENT, RELOCATED INTERNAL LOT LANDSCAPING (IF NEEDED), AND PEDESTRIAN CONNECTION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 10. THE APPLICANT SHALL REVISE ALL PLANS WITH THE BUILDING AND CIVIL CONSTRUCTION PERMITS TO INDICATE THE DRIVEWAY ALONG RAINIER AVE S IS NO CLOSER THAN FIVE (5) FEET TO THE PROPERTY LINE, UNLESS A DRIVEWAY MODIFICATION IS REQUESTED AND APPROVED. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT AND CIVIL CONSTRUCTION PERMIT ISSUANCE. 11. THE APPLICANT SHALL SUBMIT REVISED SITE AND LANDSCAPE PLANS MEETING THE BICYCLE PARKING STANDARDS OF RMC 4-4-080F.11.B ALONG WITH A DETAIL SHEET IDENTIFYING THE BICYCLE RACK SPECIFICATIONS WITH THE BUILDING PERMIT APPLICATION. THE REVISED PLANS AND RACK SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 12. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDE A VISUALLY PROMINENT AND PRIMARY ENTRANCE ON THE CORNER OF RAINIER AVE S AND RENTON CENTER WAY SW. FEATURES TO INCORPORATE INTO THE PRIMARY ENTRANCE MAY INCLUDE LARGE ENTRY DOORS, EXPANSIVE GLAZING, WEATHER PROTECTION, ROOF EXTENSION, ORNAMENTAL LIGHTING, AND OTHER HUMAN -SCALE ELEMENTS THAT CONVEY THIS ENTRANCE AS THE PROMINENT INGRESS/EGRESS FOR THE RESTAURANT. THE REVISED ELEVATION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. AS -BUILT PLANS REVISION 13. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT CLEARLY IDENTIFIES THAT ALL PUBLIC ENTRIES WITH CONNECTION TO THE STREET PROVIDE WEATHER PROTECTION EXTENDING AT LEAST 4.5-FEET FROM THE BUILDING. THE REVISED ELEVATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 14. THE APPLICANT SHALL SUBMIT A REVISED REFUSE AND RECYCLING PLAN WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES A ROOF AND DETAIL SHEET OF SELF -CLOSING DOOR MECHANISM. THE REVISED PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 15. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES A DIRECT PEDESTRIAN CONNECTION WEST TO THE EXISTING SHOPPING CENTER'S PEDESTRIAN CIRCULATION SYSTEM AND PEDESTRIAN PATHWAYS FROM THE SITE'S PARKING LOT TO THE BUILDING ENTRANCE. THE PATHWAYS SHALL BE DELINEATED WITH A CONTRASTING MATERIAL OR TEXTURE FROM THE PARKING AND DRIVE AISLES. THE REVISED SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 16. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES PLANTERS AND/OR HANGING FLOWER BASKETS OR OTHER ARCHITECTURAL PLANT RELATED FEATURES AT THE BUILDING'S ENTRIES. THE REVISED PLANS SHALL ALSO INCLUDE DETAIL SHEETS WITH SPECIFICATIONS FOR THE ARCHITECTURAL ELEMENTS USED TO SUPPORT THE VEGETATION. THE REVISED LANDSCAPE PLAN AND DETAIL SHEETS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 17. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES WEATHER PROTECTION SPANNING A MINIMUM OF 75-PERCENT OF THE LENGTH OF THE EAST AND SOUTH FACADES AND EXTENDING AT LEAST 4.5 FEET FROM THE BUILDING. THE REVISED ELEVATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 18. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES TRANSPARENT WINDOWS AND/OR DOOR AT LEAST 50-PERCENT OF THE EAST FAQADE BETWEEN FOUR (4) AND EIGHT (8) FEET ABOVE GROUND. THE REVISED ELEVATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 19. THE APPLICANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES ADDITIONAL ROOF ELEMENTS THAT IS PROPORTIONATE WITH THE SIZE AND SCALE OF THE BUILDING AND RESULTS IN A ROOF LINE THAT DOES NOT APPEAR FLAT. THE REVISED ELEVATION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 20. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN WITH THE BUILDING PERMIT APPLICATION THAT INCLUDES AT LEAST ONE ADDITIONAL EXTERIOR CLADDING MATERIAL SUCH AS HORIZONTAL WOOD SIDING OR OTHER COMPOSITE MATERIAL THAT COMPLIMENTS THE BUILDING AND IS PROPORTIONATE TO THE AMOUNT OF BRICK AND STUCCO THAT WOULD BE USED. THE REVISED ELEVATION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 21. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD PROVIDING SAMPLE MATERIALS AND COLORS FOR THE BUILDING EXTERIOR CLADDING. THE MATERIALS BOARD SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. SURVEYED: RLH I SCALE: DESIGNED: JC DRAWN: CMS N/A ONE INCH MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: CRJ SCALE ACCORDINGLY 22. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. THIS PLAN MAY NEED TO INCLUDE PLAZA LIGHTING FEATURES TO ENSURE PUBLIC SAFETY DEPENDED UPON THE FINAL PLAZA DESIGN. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 23. THE APPLICANT SHALL SUBMIT A PEDESTRIAN PLAZA PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES PEDESTRIAN AMENITIES SUCH AS LIGHTING, SEATING, TRASH RECEPTACLES, PLANTER POTS, AND OTHER STREET FURNITURE AND REDUCES THE SIZE OF THE BIORETENTION FACILITY, OUTDOOR DINING AREA, AND GROUND LEVEL LANDSCAPING. THE PEDESTRIAN PLAZA PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 24. THE APPLICANT SHALL PROVIDE A DECORATIVE OPAQUE FENCE OR WALL THREE (3) FEET IN HEIGHT BEHIND THE PERIMETER LANDSCAPE SCREEN ALONG RAINIER AVE S. THE FENCE AND DESIGN DETAIL SPECIFICATIONS SHALL BE PROVIDED ON THE DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. RF5 JEN� G pF W y� ti z ,p 47671 O s F01STERN s/0NA L VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF %R] RENTON vkav Planning/Building/Public Works Dept. 0® Know what's below. p Call before you dig. 1 Dial 811 R-406356 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD CONDITIONS OF APPROVAL 0 � FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 6.408-_ STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: C12.0 SHEET: OF: 24 24