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HomeMy WebLinkAboutzR-4222setN N O 0 W 0 p W l) CW G 0 Know whaft below. Call before you dig. mil\ �O �\ �OHE__ OHE I� \QHE— -OHEOHEOHE OHEOHE - OH E— OH E— OH E— OH E— OH E �ryF\ OHF \OH F f\OHF °HF\oNe\ 00�� \°yF \ 0yf\ F �OHf �OHF �OyF F� �OyF �OHF �°Hf �OyF°HF �OHf e.. I / / / / / �0yf �OyF OF � OyFryF\ OyFy\ 0yF OHf 0/yF �O_�_Z,He OyF .Oyf \OyF� Oyf OyF� Oy Oy F\OyFyF�Of / OHF °HF °HF / \ °HF< OHf� OHF� OHf\ON,, Oi HF\ 0Hf\ 0H, E 0Hf 0Hf 0yF 1 BULLETIN #1 LR 8/22/22 DZ 2 BULLETIN #2 LR 9/30/22 DZ 3 BULLETIN #3 LR 10/25/22 DZ ROW — AS—BUILTS LR 4/28/23 DZ NO. REVISION BY DATE APPR DEMOLITION LEGEND: SAWCUT AND REMOVE EXISTING PAVEMENT, LANDSCAPE, AND OTHER IMPROVEMENTS, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. ...... EXISTING UTILITY TO BE REMOVED. DEMOLITION NOTES: OSAWCUT AND REMOVE EXISTING PAVEMENT, FENCING, AND STRUCTURES, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. OSANDBLAST TO REMOVE EXITING STRIPING. WATER LINE TO BE REMOVED AND EXISTING STUBS TO BE OEXISTING CAPPED. FIRE HYDRANT TO BE REMOVED AND SALVAGED TO THE CITY OEXISTING OF RENTON. EXISTING STORM DRAIN LINE AND MANHOLE TO BE VERIFIED AND 5 ABANDONED IN PLACE. CONTRACTOR TO CUT INTO PIPE IF NECESSARY. OEXISTING GREASE INTERCEPTOR AND SAND/OIL SEPARATOR TO BE REMOVED PER CITY STANDARDS. INFILL PER STRUCTURAL PLANS. O7 EXISTING GREASE INTERCEPTOR TO REMAIN. OEXISTING DOMESTIC 2" DCVA TO BE REMOVED. OEXISTING COMMUNICATION LINE TO BE UNDERGROUNDED. EXISTING POWER POLES AND POWER LINES UNDERGROUNDING TO BE 10 DEFERRED. 11 EXISTING CURB AND GUTTER TO REMAIN. EXISTING BUS SHELTER TO BE REMOVED AND RELOCATED. SEE SHEET 12 R 1.0. DEMOLITION LEGEND: 1. CONTRACTOR SHALL REPLACE AND/OR REPAIR ALL DAMAGES AFFECTED BY CONSTRUCTION AND/OR REMOVAL OF EXISTING ADJACENT OFFSITE IMPROVEMENTS, INCLUDING WET OR DRY UTILITIES, TO THE SATISFACTION OF THE CITY. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GEOTECHNICAL ENGINEER AND THE MOST CURRENT GEOTECHNICAL REPORT PRIOR TO DEMOLITION ACTIVITIES. 3. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PRE BID MEETING TO FAMILIARIZE THEMSELVES WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWN ENVIRONMENTAL INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL ENGINEER ON EXACT AREAS OF CONTAMINATION IF ANY. 6. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. 7. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION EXCEPT AS NOTED. 8. DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC CONTROL PLAN, METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN EXCAVATION PERMIT. 9. CONTRACTOR TO REMOVE ANY EXISTING CONCRETE SLABS, WALLS, FLOORS, AND FOOTINGS IN THEIR ENTIRETY. 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED TO BE REMOVED FROM SITE. 11. CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING PROPERTY DURING DEMOLITION WORK. 12. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY GUIDE LINES. 13. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE OF AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. 14. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. 15. IF ARCHAEOLOGIST MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SPOA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. 16. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT SERVICES, ETC. NECESSARY AND INCIDENTAL FOR THE COMPLETION OF ALL DEMOLITION AND CLEARING WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 17. ALL ON —SITE AND OFFSITE WORK INCLUDED CONSISTS OF BUT IS NOT LIMITED TO THE FOLLOWING: 17.1. DEMOLITION AND REMOVAL OF EXISTING BUILDINGS AND STRUCTURES. (INCLUDING FOUNDATIONS) 17.2. REMOVAL OF EXISTING SIDEWALKS, DRIVES, CURBS, PAVEMENT, RETAINING WALLS, ETC. 17.3. REMOVAL OR CAPPING OFF OF EXISTING UTILITIES, UNDERGROUND STRUCTURES, SEPTIC TANKS, DISPOSAL FIELDS, ETC. 17.4. CLEARING SITE OF TREES, BRUSH, DEBRIS, ETC. 17.5. UTILITY LINES SHALL BE EXCAVATED, REMOVED, AND BACKFILLED WITH ENGINEERED BACKFILL. 17.6. REMOVAL OF OVERHEAD POWER LINES. CONTACT ELECTRICAL COMPANIES BEFORE DOING ANY WORK. 17.7. REMOVAL OF ALL EXISTING NON —USABLE MATERIAL PER SOIL REPORT RECOMMENDATION. 17.8. UNDERGROUND FACILITIES ARE NOT DEPICTED ON THIS PLAN. CONTRACTOR IS RESPONSIBLE FOR ALL. RECORD DRAWINGS 'HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOI 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD p,_A N M LARS ANDERSEN & ASSOCIATES, INC. � pF WA sh��� CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 ` N�o�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 N TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM '> f Tl /STE \� 4/28/2023 S FSS�ONAL- SCOTT A. MOMMER RCE 56573 DATE: APEX � m CITY 0 F 1"=80' LR RENTON LR ow mm I DATUM DZ AT � 80E Planning/Building/Public Works Dept. FN DZ R-422201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT DEMOLITION PLAN oast 10/12/2022 D1.0 5 °F' 55 00 M O C) N N u H H N Q J 0 O O N I- 0 a_ W 0 W 2 0 N N N I O ^I IJ LU i- 0 n LU l) LU G 0 FUT � Rt now wyars below. Cal I before you dig. ROW =NTS GRADING LEGEND: EXISTING CONTOUR ELEVATION 1250- LINE ---GB - - GRADE BREAK EXISTING CATCH BASIN DRAINAGE INLET EXISTING PAVEMENT SLOPE 1.5% PROPOSED PAVEMENT SLOPE C - CONCRETE D - DIRT DI - DRAINAGE INLET 105.5TC FF - FINISH FLOOR 10 05 OP FL - FLOW LINE P - PAVEMENT TC - TOP OF CURB . HEAVY DUTY PORTLAND CEMENT CONCRETE. ° SEE SECTIONS ON THIS SHEET. HEAVY DUTY ASPHALT CONCRETE SEE SECTIONS ON THIS SHEET. CONCRETE SIDEWALK. SEE DETAIL NO. 3 ON SHEET C2.2. DECORATIVE PAVEMENT ------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 !■ 7 m m m m MATCH LINE: SEE GRADING PLAN - SOUTH GRADING NOTES: OEXISTING BUILDING TO BE RENOVATED PER BUILDING PLANS. OPROPOSED GARDEN CENTER PER BUILDING PLANS. O3 CONSTRUCT CONCRETE PER STRUCTURAL PLANS. OCONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER DETAILS ON THIS SHEET. OCONSTRUCT HEAVY DUTY ASPHALT CONCRETE PAVEMENT PER DETAILS ON THIS SHEET. OCONSTRUCT CONCRETE SIDEWALK PER RENTON STANDARD DETAILS 102 AND F007 ON SHEET C2.2. O CONSTRUCT 6" CONCRETE CURB PER HOME DEPOT DETAIL 26-C1 ON SHEET 2.2. O CONSTRUCT 6" CONCRETE CURB AND GUTTER PER RENTON STANDARD DETAIL 101 ON SHEET C2.2. OCONSTRUCT CURB RAMP PER WSDOT STANDARD PLANS PER TYPE NOTED ON PLAN. SEE SHEET 2.2 FOR MORE DETAILS. 10 INSTALL CHARGING PEDESTALS FOR EQUIPMENT RENTAL USE PER DETAIL ON SHEET C1.2. SEE ELECTRICAL PLANS FOR MORE DETAILS. 11 SEE ROW PLANS FOR ROW IMPROVEMENTS. 12 CONSTRUCT LIGHT DUTY ASPHALT CONCRETE PAVEMENT PER DETAILS ON THIS SHEET. 13 INSTALL DECORATIVE PAVEMENT PER: • HEAVY DUTY SECTION IF WITHIN DRIVE AISLE. • STRUCTURAL PLANS IF WITHIN STORE APRON BOUNDS. a.. a HEAVY DUTY PCC PAVEMENT SECTION: =Io.6.0" PORTLAND CEMENT CONCRETE • CLASS A .4" CLASS 2 AGGREGATE BASE COURSE • 95% RELATIVE COMPACTION =r=- 12" MIN. COMPACTED SUBGRADE -1-1-� • 95% RELATIVE COMPACTION -I I I -I I I -I I I= -I -I -I • MIN. COMPRESSIVE STRENGTH OF III -III -III= 4000 PSI • REINFORCE WITH #4 REBAR EACH WAY AT 12" OC AT MID -DEPTH LIGHT DUTY AC PAVEMENT SECTION: �, - 3" AC PAVEMENT CLASS 2 AGGREGATE BASE COURSE • 95% RELATIVE COMPACTION =11 a I mr=r 12" MIN. COMPACTED NATIVE SOIL -III-III-I 11= _ =1=1=1 • 95% RELATIVE COMPACTION I- HEAVY DUTY AC PAVEMENT SECTION: -4" AC PAVEMENT CLASS 2 AGGREGATE BASE COURSE • 95% RELATIVE COMPACTION pi, I I I=1 11= III -III -I 11I-I I-� 12" MIN. COMPACTED NATIVE SOIL -III= 95% RELATIVE COMPACTION 1 BULLETIN # 1 LR 8/22/22 DZ suffam 2 BULLETIN #2 LR 9/30/22 DZ 3 BULLETIN #3 LR 10/25/22 DZ ROW - AS-BUILTS LR 4/28/23 DZ DrJM a�cl� NO. REVISION BY I DATE I APPR ESTIMATED QUANTITIES: CUT: 14 CY IMPORT: 28 CY FILL: 14 CY THESE QUANTITIES DO NOT INCLUDE ANY SHRINKAGE, SUBSIDENCE, OVER -EXCAVATION, OR ANY SPECIAL CONDITIONS OR REQUIREMENTS THAT MAY BE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT. THESE QUANTITIES IN THE AREA FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. RECORD DRAWINGS FHIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOP 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD F� A N MO WA cow g fTl � 56573 �� �FGISTE \� S FSSIO NM_ SIM APEX vmvrm: Ho ism 1" = 50' HOMMMA : we 1991 LR LR am DATUM DZ N FILL BCiIIE FN DZ LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF RENTON s Planning/Building/Public Works Dept. GENERAL GRADING NOTES: 1. CONCRETE WALKS TO HAVE 1.5% MAX CROSS SLOPE AND 5.0% MAX IN DIRECTION OF TRAVEL. CONTRACTOR SHALL PROVIDE CERTIFICATION FROM SURVEYOR AT JOB COMPLETION. 2. ALL GRADING SHALL COMPLY WITH STATE BUILDING CODE, CITY OF RENTON STANDARDS AND SPECS„ AND SOILS REPORT. 3. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED UTILITY LIDS TO MATCH FLUSH WITH PROPOSED FINAL SURFACE GRADES. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: MANHOLES, METER BOXES, VALVE BOXES, ELECTRICAL BOXES, TELEPHONE BOXES, CABLE BOXES, AND TRANSFORMER PADS. 4. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE LOCATING AND PROTECTION OF ALL UTILITIES. 6. DUST SHALL BE CONTROLLED BY WATERING AT ALL TIMES. 7. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FORTY-EIGHT (48) HOURS PRIOR TO GRADING AT 811 UNDERGROUND SERVICE ALERT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PREPARED BY TERRACON PROJECT NUMBER: 81195216 DATED: 12-27-2021 AND THE RECOMMENDATIONS THEREIN ARE HEREBY MADE A PART HEREOF, AS QUALIFIED CONTRACT DOCUMENTS. 9. ALL WORK WITHIN PUBLIC RIGHT OF WAYS MUST HAVE AN ENCROACHMENT PERMIT ISSUED BY THE PUBLIC WORK'S OFFICE. 10. CONTRACTOR SHALL OBTAIN PERMIT TO GRADE FROM THE CITY BUILDING DEPARTMENT AND SHALL GIVE ADEQUATE NOTICE FOR REQUIRED INSPECTIONS. 11. CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AS -GRADED PLANS. PLANS ARE TO BE SUBMITTED UPON COMPLETION OF GRADING AND PRIOR TO OCCUPANCY. 12. THE OVERALL BUILDING SITE SHALL HAVE A MINIMUM SLOPE OF 1.0% IN ALL AREAS TO AN APPROVED DRAINAGE FACILITY. CONTRACTOR IS TO BLUE TOP ANY AC PAVEMENT SLOPES UNDER 1.5% FOR CONFORMANCE WITH PLANS. 13. ANY VERTICAL CUT OR FILL DIFFERENTIAL EQUAL TO OR GREATER THAN TWELVE (12) INCHES BETWEEN ADJACENT PROPERTIES SHALL BE SUPPORTED BY AN APPROVED RETAINING WALL OR SHALL HAVE A MAXIMUM SLOPE OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL. 14. PROVIDE COMPACTION REPORTS PREPARED BY AN APPROVED TESTING AGENCY FOR ALL FILLS. 15. PAVING SECTION SHALL BE INSPECTED BY THE GRADING ENGINEER OR BY A CERTIFIED INSPECTOR. 16. ALL SITE CLEARING, EXCAVATIONS, FILLS, AND GRADING TO BE UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER WITH FULL TIME OBSERVATION OF THE ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH ACCEPTABLE TO THE BUILDING OFFICIAL SHALL BE SUBMITTED. 17. NO SURFACE DRAINAGE SHALL BE PERMITTED TO DRAIN ONTO ADJACENT PROPERTIES, OR PUBLIC PROPERTY. 18. CONTRACTOR SHALL PROVIDE CORING SAMPLES TO THE PROJECT ENGINEER AFTER COMPLETION OF PAVING. SAMPLES SHALL BE SUPERVISED BY SOIL ENGINEER. A FREQUENCY OF ONE CORE PER 10,000 SQ. FT. OF PAVING WITH A TOTAL OF NO LESS THAN 4 CORES BE MET. 19. OPEN GRADED GRAVEL AND ROCK MATERIAL SUCH AS 3/4-INCH CRUSHED ROCK OR 1/2-INCH CRUSHED ROCK SHOULD NOT BE USED AS BACKFILL INCLUDING TRENCH BACKFILL. IN THE EVENT GRAVEL OR ROCK IS REQUIRED BY A REGULATORY AGENCY FOR USE AS BACKFILL (CONTRACTOR TO OBTAIN A LETTER FROM THE AGENCY STATING THE REQUIREMENT FOR ROCK AND/OR GRAVEL AS BACKFILL), ALL OPEN GRADED MATERIALS SHALL BE FULLY ENCASED IN A GEOTEXTILE FILTER FABRIC, SUCH AS MIRAFI 140N, TO PREVENT MIGRATION OF FINE GRAINED SOILS INTO THE POROUS MATERIAL. 20. THE GRADING CONTRACTOR SHALL REMOVE ALL ORGANIC MATTER, DEBRIS, AND OTHER DELETERIOUS MATERIAL FROM THE SITE. GENERAL NOTES: 1. SEE SHEET C2.1 GRADING PLAN - SOUTH FOR ADDITIONAL IMPROVEMENTS. 2. SEE SHEET CO.2 AND CO.3 FOR ADDITIONAL NOTES. 3. ALL EXISTING UTILITY STRUCTURES (MANHOLES, CLEANOUTS, VAULTS, ETC) TO BE RAISED TO PROPOSED GRADE. 4. CONTRACTOR TO VERIFY EXISTING PAVEMENT SECTIONS AND COORDINATE WITH GEOTECH ENGINEER PRIOR TO INSTALLATION OF NEW PAVEMENTS. R-422202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT GRADING PLAN - NORTH Om 10/12/2022 C2.0 10 OF' 55 00 Cfl M O O N N LJ H H O O O I NN 0 a_ L LI 0 L LI 2 0 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 N N N O Uj i- 0 II LU l) 5W O Know what's below. Call before you dig. Q MANHOLE #25559 TYPE 2, RIM=33.42' IE=28.22'(12"CPP SE) IE=27.84'(16" CPP NE) SUMP=24.16' LADDER (E) TYPE L IM=32.12' IE- 2'(12"CPP NE) = 38'(12"CPP SE) IE-29.54'(12"CPP S) \UMP=27.82' STORMWATER NOTES: OEXISTING BIOFILTRATION SWALE TO REMAIN AND BE PROTECTED IN PLACE. CONTRACTOR TO VERIFY ITS MAINTENANCE STATUS AND RESTORE IT TO ORIGINAL DESIGN QUALITY. OEXISTING OIL POLLUTION STRUCTURE TO REMAIN AND BE PROTECTED IN PLACE. CONTRACTOR TO VERIFY ITS MAINTENANCE STATUS AND RESTORE IT TO ORIGINAL DESIGN QUALITY. OEXISTING FLOW CONTROL STRUCTURE TO REMAIN AND BE PROTECTED IN PLACE. CONTRACTOR TO VERIFY ITS MAINTENANCE STATUS AND RESTORE IT TO ORIGINAL DESIGN QUALITY. OINSTALL PVC26 STORM DRAIN PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. SIZE, LENGTH, AND SLOPE AS NOTED ON PLAN. TRENCH AND BACKFILL PER CITY OF RENTON STANDARDS. O5 CONNECT TO DOWNSPOUT PER NOTED ELEVATION. OEXISTING DRAIN INLET TO REMAIN. CONTRACTOR TO VERIFY LOCATION AND ELEVATION. OINSTALL TYPE 2 CATCH BASIN INLET PER CITY OF RENTON STANDARD PLAN 101.1. SEE SHEET C2.2 FOR MORE DETAILS. OINSTALL STORM DRAIN CLEANOUT PER CITY OF RENTON STANDARD PLAN 403.1. SEE SHEET C5.3 FOR MORE DETAILS. O CONNECT TO EXISTING STORM DRAIN LINE. CATCH BASIN #26058 TYPE 2, RIM=33.28' IE=27.72'(16"CPP E) IE=27.72'(16"CPP S) IE=27.72'(16"DI SW) SUMP=25.96' LADDER (NE) MANHOLE #26057 TYPE 2, RIM=34.01' IE=27.87'(16"CPP N) IE=27.63'(24"CPP SE) SUMP=22.73' LADDER (NE) CATCH BASIN #25914 TYPE 1, RIM=36.05' IE=31.57'(12"CPP SW) SUMP=30.27' ORIM=32.00 IE=21.60(NW) IE=21.60(SW) ------------- I I I I I I I i I I i I I � CATCH BASIN L-------------- I #10810 CATCH CATCH �vl Q CATCH iN I BASIN ;II #10276 CATCH BASIN I a 10277 n�i• I CATCH BASIN #10262 a i I I CATCH BASIN #1 191 TYPE 1, RIM=37!92' i I o % IE=32.82'(12" P SW) IE=32.74'(12" PP NE IE=36.42'(4"CPP SE j SUMP=311 // I i I a CATCH BASIN # 10184 7 m m m MATCH LINE: SEE STORMWATER DRAINAGE PLAN - SOUTH STORMWATER LEGEND: 1250 EXISTING CONTOUR ELEVATION ---GB --- GRADE BREAK ❑ EXISTING CATCH BASIN ® PROPOSED CATCH BASIN Q❑ EXISTING MANHOLE ® PROPOSED CLEANOUT EXISTING PAVEMENT SLOPE 1 5% PROPOSED PAVEMENT SLOPE s0 EXISTING STORM WATER LINE �s0 PROPOSED STORM WATER LINE CATCH BASIN INDEX: SEE NOTE 4. -1LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND T BAGKFILL, SEE NOTE 5 f 6" G.D. FOUNDATION LEVEL yy J_ FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 GRAVEL BAGKFILL FOR PIPE ZONE BEDDING(WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) FLEXIBLE PIPE NOTES. 1. PRO VIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 5. PIPE ZONE BEDDING AND BAGKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA SPECIFICATIONS SECTION "3.17. PIPE TYPE MINIMUM COVER(FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA? LINE CORRUGATED POLYETHYLENE PIPE (LOPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (ORE) - TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES POLYPROPYLENE PIPE(PP) - DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30" TO 96' DIAMETER 13 10T TO 180" 48' UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO S-E (NTS) STD. PLAN - 220.10 E • PUBLIC WORKS PIPE ZONE BEDDING AND §Ae^^Y: DEPARTMENT COMPACTION - FLEXIBLE PIPE I Aartin Pastucha 8/13/20 VIWOV x9izlFR96B449D... DATE GENERAL NOTES: 1. SEE SHEET C3.1 FOR ADDITIONAL IMPROVEMENTS. 2. SEE SHEET CO.2 AND CO.3 FOR ADDITIONAL NOTES. 3. SEE SHEETS C3.2-C3.3 FOR ADDITIONAL DETAILS ON STORMWATER STRUCTURES. 4. CONTRACTOR TO INSPECT ALL STORMWATER STRUCTURES AND RESTORE TO ORIGINAL DESIGN QUALITY. 5. ALL ROW WORK TO BE APPROVED BY CITY. SEE R SHEETS FOR FURTHER ROW IMPROVEMENTS. 1 8: STORM CATCH BASIN #10184 STORM CATCH BASIN #10276 STORM CATCH BASIN #10278 STORM CATCH BASIN #10304 STORM CATCH BASIN #10796 STORM CATCH BASIN #25471 TYPE 1 TYPE 2 TYPE 2 TYPE 2 TYPE 2 STORM CATCH BASIN #25453 TYPE 1 RIM=37.62' RIM=37.94' RIM=38.23' RIM=37.60' RIM=36.92' TYPE 2 RIM=34.12' IE=33.42'(12"CPP SW) IE=35.49'(4"PVC NE) IE=31.31'(12"CPP SE) IE=31.98'(12"CPP SE) IE=29.62'(12"CPP E) RIM=32.36' IE=31.06'(12"CPP SE) IE=33.53'(12"CPP NE) IE=32.42'(12"CPP NW) IE=31.59'(24"CPP NW) IE=31.90'(12"CPP NW) IE=29.46'(12"CPP W) IE=28.28'(12"CPP SE) IE=31.06'(12"CPP NE) SUMP=31.99' IE=32.24'(12"CPP SW) SUMP=29.49' LADDER (E) SUMP=29.94' LADDER (N) SUMP=27.12' LADDER (N) IE=28.28'(16"DI SW) SUMP=29.80' SUMP=29.88' LADDER (NE) IE=28.28'(12"CPP NW) STORM CATCH BASIN #10262 STORM CATCH BASIN #10292 STORM CATCH BASIN #10331 TYPE 2 STORM CATCH BASIN #10810 TYPE 2 SUMP=26.18' LADDER (SE) STORM CATCH BASIN #25910 TYPE 2 STORM CATCH BASIN #10277 TYPE 2 RIM=36.95' RIM=37.40' RIM=36.44' TYPE 1 RIM=37.77' TYPE 2 IE=30.85'(24"CPP NW) IE=30.56'(24"CPP SE) IE=30.14'(12"CPP N) STORM CATCH BASIN #25461 RIM=35.66' IE=32.23'(12"CPP NE) RIM=38.35' IE=30.53'(12"CPP SE) IE=30.45'(24"CPP W) IE=29.96'(12"CPP S) TYPE 1 IE=31.32'(12"CPP SW) IE=32.55'(12"CPP SW) IE=32.09'(12"CPP NW) SUMP=28.71' LADDER (SW) SUMP=28.48' LADDER (NE) IE=29.86'(12"CPP W) RIM=34.15' IE=31.32'(12"CPP NE) SUMP=30.45' IE=32.47'(12"PVC SW) SUMP=27.74' LADDER (E) IE=30.91'(12"CPP SE) SUMP=29.82' SUMP=30.46' LADDER (SW) STORM CATCH BASIN #10293 STORM CATCH BASIN #10791 TYPE 2 SUMP=29.73' TYPE 2 RIM=37.42' STORM CATCH BASIN #10814 RIM=36.98' IE=30.52'(12"CPP SE) TYPE 1 IE=30.50'(24"CPP SE) IE=30.30'(12"CPP W) RIM=34.81' IE=30.66'(12"CPP NW) SUMP=28.70' SUMP=27.77' LADDER (N) IE=30.06'(12"CPP S) LADDER (SW) SUMP=29.56' RECORD DRAWINGS 'HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOI 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD PLA N ',0 Q) F of WA G10 56573 \� �/ O� �FG/ST IS Fss/ONAL- LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RICE 56573 DATE: R-422203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 BULLETIN #1 LR 8/22/22 DZ 81� APEX voomauI�IE�a: A18 _mm 2 BULLETIN #2 LR 9/30/22 DZ °" t 1" = 50' "umm � nvilm o CITY OF HOME DEPOT 10/12/2022 3 BULLETIN #3 LR 10/2 DZ LR �0B0p° 25/2 ROW AS-BUILTS LR 425/2 DZ 11 LR RENTON CIVIL CONSTRUCTION PERMIT PAM °NE "°" I DATUM 111 Not 0 DZ "T FUM 80E Planning/Building/Public Works Dept. C3.0 ,Fmrcm STORMWATER DRAINAGE PLAN - NORTH NO. REVISION BY DATE APPR DZ �, 13 55 00 Cfl M O O N u (O O O O N O a_ LLI 0 LLI 2 O N N i- O p W l) W 75 O Know whaft below. Cal l before you dig. P zx / ' _ - s -�, °9 ry tz / j- r. WATER CONSTRUCTION NOTES: ❑1 CITY TO CUT —IN TO EXISTING LINE AND INSTALL 12"X6" TEE, 6" GATE VALVE, AND 2-12" SLEEVES. INSTALL WATER LINE PER NOTED SIZE AND CITY OF RENTON STANDARDS. SEE SHEET C5.2. ❑3 INSTALL 2" RPBA IN ABOVE GROUND AND HEATED ENCLOSURE PER CITY OF RENTON STANDARD PLAN 350.2. SEE SHEET C5.2 FOR MORE DETAILS. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN — 310.1. SEE SHEET C5.2. ❑5 INSTALL 1-1/2" IRRIGATION LINE DOWNSTREAM OF EXISTING DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STANDARDS. ❑6 REMOVE EXISTING 12" VALVE AND INSTALL 12" BLIND FLANGE. INSTALL 12" END CAP (MJ) ON EXISTING MAIN AND ABANDON IN PLACE. INSTALL CONCRETE BLOCKING PER CITY OF RENTON STD. PLAN — 330.2 (SEE SHEET C5.2). WORK PERFORMED BY CITY FORCES. �j EXISTING 12" WATER LINE TO BE ABANDONED OR REMOVED. SEE SHEET D1.0 FOR MORE DETAILS. SEWER CONSTRUCTION NOTES: SEWER LINE TO REMAIN. CONTRACTOR TO OEXISTING VERIFY LOCATION AND DEPTH. STANDARD SEWER MANHOLE PER CITY OF OINSTALL RENTON STANDARD PLAN 400.1. SEE SHEET C5.3 FOR MORE DETAILS. SHALLOW SEWER MANHOLE PER CITY OF OINSTALL RENTON STANDARD PLAN 400.2. SEE SHEET C5.3 FOR MORE DETAILS. SEWER LINE PER CITY OF RENTON STANDARDS OINSTALL AND SPECIFICATIONS. SIZE, LENGTH, AND SLOPE AS NOTED ON PLAN. TRENCH AND BACKFILL PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. m MATCH LINE: SEE UTILITY PLAN — SOUTH UTILITY CONSTRUCTION NOTES: CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, FINAL RESTORATION, SHORING AND EXPOSE THE WATER MAIN FOR CITY FORCES TO REMOVE VALVES, INSTALL BLIND FLANGES, AND CUT -IN OF NEW HYDRANT TEES AND VALVES. 2. ALL EXISTING HYDRANTS TO BE REMOVED OR REPLACED SHALL BE SALVAGED TO THE CITY WATER MAINTENANCE SHOPS. -------------- L-------------- 15' WATER ESMT NO 20080403001 PERMIT NOTES: 1. ON -SITE WORK AND WATER MAIN WORK TO BE COMPLETED UNDER EARLY CIVIL PERMIT C22004541. RECORD DRAWINGS PHIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOP 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD 1\ PLA N Q) F of WA N `Q` �o • a ISTE S FSS�ONAL- 1 BULLETIN #1 LR 8/22/22 DZ SURI VOMCAIIN 2 BULLETIN #2 LR 9/30/22 DZ APEX sow 1" = 50' "oamm 1MD 1°°vim 3 BULLETIN #3 LR 10/25/22 DZ LR ROW - AS-BUILTS LR 4/28/23 DZ ° LR a"[ � DATUM DZ AT FU.L 8411E vmrom1= NO. REVISION BY DATE APPR mPwm DZ 8M A0001III LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF RENTON Planning/Building/Public Works Dept. UTILITY LEGEND: EXISTING OVERHEAD POWER LINE W W W EXISTING WATER LINE IPROPOSED WATER LINE W ss ss ss EXISTING SANITARY SEWER LINE ss ss ss PROPOSED SANITARY SEWER LINE EXISTING STORM LINE PROPOSED STORM LINE EXISTING UNDERGROUND ELECTRICAL LINE EXISTING NATURAL GAS LINE O EX. SANITARY SEWER MANHOLE O PR. SANITARY SEWER MANHOLE O EXISTING STORM MANHOLE ❑ EXISTING STORM CATCH BASIN 0 EXISTING CLEAN OUT < EXISTING CULVERT ® EXISTING WATER METER EXISTING FIRE HYDRANT A PROPOSED FIRE HYDRANT 0 EX. IRRIGATION CONTROL VALVE m EXISTING WATER VALVE H PROPOSED WATER VALVE • EXISTING MONITORING WELL ❑o EXISTING GAS METER © EXISTING CABLE VAULT © EXISTING POWER VAULT © EXISTING CABLE MANHOLE EXISTING TRAFFIC CABINET ❑� EXISTING TRANSFORMER ❑ EXISTING JUNCTION BOX m EXISTING MISC VAULT O EXISTING MISC MANHOLE -0- EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING LUMINAIRE EXISTING TRAFFIC SIGNAL EXISTING GUY ANCHOR GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY STRUCTURE LOCATIONS, DEPTHS, SIZES, AND MATERIALS. 2. SEE SHEET C5.1 UTILITY PLAN - SOUTH FOR ADDITIONAL IMPROVEMENTS. 3. SEE SHEET CO.2 AND CO.3 FOR FURTHER DETAILS. 4. SEE SHEET C5.4 FOR SEWER LINE PROFILE. 5. CONTRACTOR TO VERIFY EXISTING EASEMENTS AND WATER STRUCTURES. 6. EXISTING WATER LINE EASEMENTS TO BE ADJUSTED TO MATCH PROPOSED WATER LINE IMPROVEMENTS. W-422201 R-422204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT UTILITY PLAN - NORTH Dm 10/12/2022 C5.0 20 OF' 55 u H H N Q J C� 0 0 NNN O a_ W 0 W 2 O MATCH LINE: SEE UTILITY PLAN - NORTH N N LU I- O II 11J W 73 O \ tit 9� �•-. �.\ �\ \ \ L /�\ \ /' // /' ii , �'� � `% J \0 0III, ka ~�� `"♦♦. \ V \\ \ \ �• �\ i. �d i' '' i' ' i/ i' � ~ �J / J it // / / /a \ \\ \ \ \ \ ♦ \\ \ \ \ ♦ \\ 6 \ \\ \% \ v " \ \ \ \ \ MANHOLE' \ M _35 MH4033 INV=32.7000O IM=38.45 S J�vv v vv v v ♦ v o RI - 2 ;� c ' `;G\\\ \\ \'\ \'\ �♦ \'\\ \� `°_ INV 9. 7 3 ��\ji /� / F=171 V. �9� EX. 8"91LF=153 \\3-0 ;, ; f I iC, MP14U0 1 ji' -7 RIM=39.41 IV=29.09' ' RIVATE SEWER LINE 01-1/2 5 wJ / 0. 6 �Sa ;�/ EX. 18"s� / --------------�--- -�W i = _ , LF 97 W S=0.39% I tr l / tatlon=2+67.52 - I- -r- ------------ -- ♦ \\ \'\ \� \ 1! WATER ESMT CROSSING REC 40 20040513001340 INV=31.31(WAT) \\ \ �`` '�\\ �•\ TOP=29.04 SS) \ \ \ • ' -- » in ♦ �� ��'�% -v �'�'1 i Id XI-\ q. dray \y i pa \ x "N ,SS OUTLOT 2 r, (1.89 AC) MH4032 r RIM=38.27 PR \ { � 6"s� PUBLIC OPOSED / LF=7 ❑2 ss SEWER 9� EASEMENT , S/ 86 4 / / `� rox o ` h sa EX. 18"0 - / / i MH4034 1 S 0.32% RIM- !QSS `. IN =29.73 0+Q0.00 \ // / / 69 E Co / / E- 1 EX. 18"0 LF S 0.32% .tea, EX. 18"OL ^ �. S=c I r 15' WATER ESMT J - cn 'j ii ` �, n 'REC NO 20080403,0.00671 On Icn j�o11 iI l / / ``% ii i I EX. 18"OLF=30310 S=0.29% 1 i __SD cn I li i / N �\ P X. 18"ELF=97 rri ii SS .00 U) i _ MH401 INV_26 Icy -<r_ _�-�/-RIM_33.24 RIM-31.89 INV=26.34 Know whars below. C2II before you dig. WATER CONSTRUCTION NOTES: ❑1 CITY TO CUT -IN TO EXISTING LINE AND INSTALL 12"X6" TEE, 6" GATE VALVE, AND 2-12" SLEEVES. INSTALL WATER LINE PER NOTED SIZE AND CITY OF RENTON STANDARDS. SEE SHEET C5.2. ❑3 INSTALL 2" RPBA IN ABOVE GROUND AND HEATED ENCLOSURE PER CITY OF RENTON STANDARD PLAN 350.2. SEE SHEET C5.2 FOR MORE DETAILS. ❑4 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN - 310.1. SEE SHEET C5.2. M INSTALL 1-1/2" IRRIGATION LINE DOWNSTREAM OF EXISTING DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STANDARDS. ❑6 REMOVE EXISTING 12" VALVE AND INSTALL 12" BLIND FLANGE. INSTALL 12" END CAP (MJ) ON EXISTING MAIN AND ABANDON IN PLACE. INSTALL CONCRETE BLOCKING PER CITY OF RENTON STD. PLAN - 330.2 (SEE SHEET C5.2). WORK PERFORMED BY CITY FORCES. M EXISTING 12" WATER LINE TO BE ABANDONED OR REMOVED. SEE SHEET D1.0 FOR MORE DETAILS. INSTALL YARD HYDRANT PER DETAIL 26-M ON THIS SHEET. SEWER CONSTRUCTION NOTES: SEWER LINE TO REMAIN. CONTRACTOR TO OEXISTING VERIFY LOCATION AND DEPTH. STANDARD SEWER MANHOLE PER CITY OF OINSTALL RENTON STANDARD PLAN 400.1. SEE SHEET C5.3 FOR MORE DETAILS. SHALLOW SEWER MANHOLE PER CITY OF OINSTALL RENTON STANDARD PLAN 400.2. SEE SHEET C5.3 FOR MORE DETAILS. SEWER LINE PER CITY OF RENTON STANDARDS OINSTALL AND SPECIFICATIONS. SIZE, LENGTH, AND SLOPE AS NOTED ON PLAN. TRENCH AND BACKFILL PER CITY OF RENTON STANDARDS AND SPECIFICATIONS. UTILITY CONSTRUCTION NOTES: MANHOLE T RIM=35.24 INV=27.24 INV=28.71 EX. 18"OLF=171 S=0.36% / / / / / / 2 / - O / NV=27.68(N&W) / NV=27.68(S) / 4 1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, FINAL RESTORATION, SHORING AND EXPOSE THE WATER MAIN FOR CITY FORCES TO REMOVE VALVES, INSTALL BLIND FLANGES, AND CUT -IN OF NEW HYDRANT TEES AND VALVES. 2. ALL EXISTING HYDRANTS TO BE REMOVED OR REPLACED SHALL BE SALVAGED TO THE CITY WATER MAINTENANCE SHOPS. / / / / / PERMIT NOTES: 1. ON -SITE WORK AND WATER MAIN WORK TO BE COMPLETED UNDER EARLY CIVIL PERMIT C22004541. 1 BULLETIN #1 LR 8/22/22 DZ 2 BULLETIN #2 LR 9/30/22 DZ 3 BULLETIN #3 LR 10/25/22 DZ ROW - AS-BUILTS LR 4/28/23 DZ NO. REVISION BY DATE APPR RECORD DRAWINGS 'HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOI 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD p,_A N M LARS ANDERSEN & ASSOCIATES, INC. � pF WA sh�0� CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 � �P` ` N�o�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 N TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM • g OAF �FG/STE 1;) � 4/28/2023 S SS�ONAL- SCOTT A. MOMMER RCE 56573 DATE: APEX 1" 50' CITY OF = LR RENTON LR ow em I M DZ a FtLL WME Planning/Building/Public Works Dept. irmrO DZ UTILITY LEGEND: EXISTING OVERHEAD POWER LINE W W W EXISTING WATER LINE W PROPOSED WATER LINE ss ss ss EXISTING SANITARY SEWER LINE ss ss ss PROPOSED SANITARY SEWER LINE EXISTING STORM LINE PROPOSED STORM LINE EXISTING UNDERGROUND ELECTRICAL LINE EXISTING NATURAL GAS LINE EX. SANITARY SEWER MANHOLE 0PR. SANITARY SEWER MANHOLE O EXISTING STORM MANHOLE ❑ EXISTING STORM CATCH BASIN EXISTING CLEAN OUT < EXISTING CULVERT ® EXISTING WATER METER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT 0EX. IRRIGATION CONTROL VALVE EXISTING WATER VALVE H PROPOSED WATER VALVE • EXISTING MONITORING WELL 0 EXISTING GAS METER © EXISTING CABLE VAULT © EXISTING POWER VAULT © EXISTING CABLE MANHOLE EXISTING TRAFFIC CABINET ❑� EXISTING TRANSFORMER ❑ EXISTING JUNCTION BOX m EXISTING MISC VAULT EXISTING MISC MANHOLE EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING LUMINAIRE 0 EXISTING TRAFFIC SIGNAL EXISTING GUY ANCHOR GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY STRUCTURE LOCATIONS, DEPTHS, SIZES, AND MATERIALS. 2. SEE SHEET C5.1 UTILITY PLAN - SOUTH FOR ADDITIONAL IMPROVEMENTS. 3. SEE SHEET C0.2 AND C0.3 FOR FURTHER DETAILS. 4. SEE SHEET C5.4 FOR SEWER LINE PROFILE. 5. CONTRACTOR TO VERIFY EXISTING EASEMENTS AND WATER STRUCTURES. 6. EXISTING WATER LINE EASEMENTS TO BE ADJUSTED TO MATCH PROPOSED WATER LINE IMPROVEMENTS. W-422202 S-422201 R-422205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT UTILITY PLAN - SOUTH Dm 10/12/2022 C5.1 21 °F' 55 00 C) N LJ H H N Q J O U-1 0 CI_LI G O 00 (D T- CM O O N N u H H N Q J LO CO O O O O N N ry n O p W W 75 O 2 N N O 1 W O 0— W 0 W 2 O -- -- ------------------------- ------------------- - - - - - - _ __ _____ __ ______-_-___ ______________ :-------- - ¢r\_--------------------------------------------FUTURE _�,�-_. Ow - J ----- -- - \ --�_ --------- --- - - ,�� IMPROVEM NTS - - 'N ,. I 1 / I ,. N _--- r i • i l XI I ji IM I 1 • i 'I I � II I I ' 11 1 I . X , 1 {. �\\ f I I ll\ 1 1 j I 11 1 1 , \\ 1 i 1 1 i i�• . 1 1 i i ii 1. i C 1 1 1 I 1 I 1 I `� •`I ii !I ii �' i i 1 it � i`. -��I OI , Sri 1—— �1 i it ._. I i jCD l 1 � IL_._ 4. , 1 ! i ii I ii , I. ii i i j , �i I 1 i jl ;j j j j i j; d ij j 11 'jl it i I �; it 1 Ji 11 1 i�I:'��'•1 II 1 1 1 1 1 11 � 1 ;,ill.'.:•.: ,• 1 , � 1 ,• � 11 - VA ----------- ------------- ------------ --- ------------------------- -------------- - - _ -------------- —--------- ---------- ----- - -------- — --- _ --------------------------------- �— — —il� IG1 ----- ____` -----_ ----------------- • • : _ ____________________________ '----- _— m _- kkkk Iit ------------- 0D A��,_ k II II1111 1 C -- ------ ------- ---- -- ----- _____ ___ ----- _____ , ----------------- - N ---- o----- ------------------- — — — — — — - ---- T T T =- ----- -------F- — — — — ;; Iw i i - ---- ------ - j ? T N, lilt REAR EDGE OF TOP OF 8" CONCRETE GENERAL NOTES CONCRETE PAD WALL TO BE LEVEL SEE A/D103 #4 ® 18" O.C. 2 3 1. NEW WALKWAYS AND LANDING PADS SHALL BE BUILT TO MATCH WITH EXISTING SURFACE FOR REBARS (LENGTH VARIES z TO MAINTAIN NATURAL DRAINAGE COURSES. TYPICAL PASSENGER LANDING PAD SHELTER LEG (REF) W/WALL HEIGHT) DIMENSIONS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO ! PROVIDE 4" MIN ENG VARIES) MATCH EXISTING SIDEWALK JOINTS OR SCORES WHERE APPLICABLE. [COVERAGE s a EXISTING WALKWAY (MAT ES i III°I a 6. ¢ \�/\ XIE III T=7fT Ill III°' - `:a G EATER 9ia %\\\ -III III - -IIIIFIII-�i l - 1=III=III �;_ _ ; \ \j\\j\\j\\j\\j\\j\\j\ \ CONSTRUCTION NOTES 0 =I 1-1 1-1 -1 ��� - -I 1=1 1=1 -= // // // // / / / —III—I L — =fil rm�— �..-111ff-4 l-1 �i -1 1=1-_ = 5°BRA E° _III_ VARIES 1. FOR ADA, MINIMUM HORIZONTAL CLEARANCE BETWEEN FACE OF NOTE: SEE PLAN D103 FOR COMPACTED—III=III—_ j"_�TT "—III, CURB AND FACE OF ANY STRUCTURE SHALL BE 4 FT. UNLESS FOOTING DIMENSIONS. SUBGRADE IL -III III--' OTHERWISE NOTED ON DRAWING. -I =I 630 SERIES SHELTER FOOTING #4 ® 12" OR 16" O.C.VERT BEND PER SLAB LANDING PAD 2. JOINT PER DET 3/D101 TO ISOLATE EDGES FROM LONGITUDINAL SECTION (`A1 REBAR SPACING (ALTERNATE SECTION �� PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. SCALE: NONE ___ BARS INTO PAD) PROVIDE SCALE: NONE --- 3. SAWCUT EXISTING PAVEMENT TO STRAIGHT VERTICAL LINES 2" MIN COVERAGE TO PLACE NEW CONSTRUCTION ELEMENTS. 4. CLASS 1/2" HMA OR AS REQUIRED BY LOCAL JURISDICTION. EDGE OF NEW CONCRETE PAD AT UPHILL SIDE AND MATCH EXISTING PAVEMENT THICKNESS. EXISTING CURB OR EXISTING PAVEMENT FRONT TO MATCH EXISTING PAVING AND SIDEWALK EXISTING WALKWAY 3/4" s EXISTING CURB I CHAMFER ALL !!!! SHELTER LEG (MATERIAL VARIES) 2 3 5 6 2 NEW CURB 5. WWF 4x4-6/6 Q EXPOSED EDGES (REF) -- pal 6. WWF NOT NEEDED FOR SIDEWALK EXTENSION. EXISTING i 7. SHELTER SHALL BE PLACED SO VERTICAL STRUCTURE, INCLUDING - H WALKWAY LK Yi d +9 OX O O I GRADE- \ \\\\�L/III \/CA / OFNCURBER OVERHANG, SHALL BE A MINIMUM 3 FT FROM FACE IF NO SIDEWALK\\/��/�\\/�� —EXISTS, REGRADE T —III COMPACTED GRAVEL BACKFIL-III-III-III-III=�=� I III 1" BELOW NEW PAD 2 3 n—I� SUBGRADE L III—' VARIES THICKENED AS REQUIRED EDGE AT CURB COMPACTED SUBGRADE #4 ® 12" OR 16" O.C. NOTE: SEE PLAN D103 FOR FOOTING DIMENSIONS. B30 SERIES FOR USE VERT BEND PER SLAB WITH STEM WALL IN AREAS WITH RUNNING GRADES OF 6% OR GREATER. REBAR SPACING (ALTERNATE 630 SERIES SHELTER FOOTING BARS INTO PAD) PROVIDE LANDING PAD/SIDEWALK EXTENSION W/THICKENED EDGE 2" MIN COVERAGE CROSS -SLOPE SECTION (B1 SECTION �E1 SCALE: NONE --- SCALE: NONE --- 3 EXISTING WALKWAY � (MATERIAL VARIES) A 2 3 2 5 a 3 EXISTING s� ROADWAY VARIES \� -__ 2 3 2" CLASS 3/8" OR WALKWAY 1/2" HMA \���\/i�\\/�\\%i /�\\//�\j\�\�% TACK COAT 3-0" 4'-0" 3'-0" VARIABLE 3,_0•, 4•-0„ 3,_D„ \\/\\ TACK COAT JOINT COMPACTED JOINT RED YELLOW RED (10'-0" MAX) RED YELLOW RED --- \� •' • •' •' • •\\ ° • • �\/ SUBGRADE VARIES 1-0" 4" THICK CRUSHED BUS ZONES ARE PAINTED ON TOP AND FACE OF CURB EXISTING ACP (IF NO ACP SURFACING BASE REGRADE TO 1" BELOW NEW COURSE ASPHALT WALKWAY) ASPHALT WALKWAY LANDING PAD BUS ZONE PAINTING SECTION rC1 SECTION rFF1 DETAIL r11 SCALE: NONE --- SCALE: NONE --- SCALE: NONE --- KCMT 2021-2022 STANDARD DETAILS METRO TRANSIT CAPITAL DIVISION osaoz2 x. cxnxc,uex c eoccrG xo. TRANSIT PASSENGER FACILITIES •IMPROVEMENTS • xx LQ King County i. �oE6sa+ METRO B30 SERIES SHELTER FOOTING N" ,har: below. xXcxorvcmex CROSS SECTIONS, DETAILS D108 Call before po dig. N. xwlslox ev —1 'IT, AND BUS ZONE PAINTING xo. pis zo c. a alTM IMPROVEMENT LEGEND: ------- BOUNDARY LINE --- MONUMENTED ROAD CENTERLINE - - PROPOSED R/W LINE ----------- ON -SITE LANDSCAPE BUFFER LINE INSTALL CROSSWALK STRIPING PER RENTON STANDARD DETAIL 127 ON THIS SHEET L■-01 M IMPROVEMENT NOTES: O INSTALL 36" LONG DETECTABLE WARNING STRIP (TRUNCATED DOMES) PER ADA STANDARDS. OINSTALL CROSSWALK STRIPING PER RENTON STANDARD DETAIL 127 ON THIS SHEET. OINSTALL BUS SHELTER PER KING COUNTY METRO TRANSIT ROUTE FACILITIES GUIDELINES. PAINT CURB PER TRANSIT PASSENGER FACILITIES IMPROVEMENT STANDARD DETAILS C108 ON THIS SHEET. SURVEY NOTES: 1. VERTICAL DATUM: NAVD 88 CITY OF RENTON MON NO 60/WSDOT NO 2050 3" BRASS CAP ON IRON PIPE IN STEEL CASE AT INTERSECTION OF HARDIE AVE SW AND SW 7TH ST. ELEVATION = 25.23' 2. HORIZONTAL DATUM: NAD 83/91 HELD SOUTH 89°48'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON AVE SO AND SW 7TH ST. GENERAL NOTES: 1. ALL CONSTRUCTION MATERIALS FOR TRAFFIC SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. ,'I\ p,_A N Q) F of WA 56573 �v OAF �FGISTER��\�� NA lL 1 BULLETIN #1 LR 8/22/22 DZ mNnOAL 2 BULLETIN #2 LR 9/30/22 DZ � APEX acK� 1" = 30' Mm "AL• IIAD 19C31iM 3 BULLETIN #3 LR 10/25/22 DZ LR Omvft ROW - AS-BUILTS LR 4/28/23 DZ LR am nral am: AT a Ar FULL 9G11E FWrCMM NO. REVISION BY DATE APPR Ate. so" A00°"0'10Lf DZ LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF VR RENTON Planning/Building/Public Works Dept. R-422207 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT ROW SITE PLAN 00 Cfl T_ M O O N u H H r N J i DAM 0- 10/12/2022 W FELOMM p PAM W emA Noe R1.0 O SEED 25 OF' 55 N N N O W i- 0 0- W 0 W 2 0 LEGEND: EXISTING CONTOUR ELEVATION 1250 LINE ---GB - - GRADE BREAK EXISTING CATCH BASIN DRAINAGE INLET 1.5% EXISTING PAVEMENT SLOPE 1.5% PROPOSED PAVEMENT SLOPE C - CONCRETE D - DIRT DI - DRAINAGE INLET 105.5TC FF - FINISH FLOOR 10 05 OP FL - FLOW LINE P - PAVEMENT TC - TOP OF CURB W LANDSCAPE. SEE LANDSCAPE PLANS. W W CONCRETE SIDEWALK. SEE DETAIL ON SHEET C2.2. 2" GRIND AND OVERLAY PER RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. ROW DEDICATION VARIES I EXISTING I ROW LINE PROPOSED ROW LINE PROPOSED CONCRETE SIDEWALK 1.5% -> /0 \ \/\ 4�ru uu CONSTRUCTION NOTES: OREPLACE EXISTING ASPHALT CONCRETE PAVEMENT PER RENTON STANDARD DETAIL 103 ON SHEET C2.2. OCONSTRUCT CONCRETE SIDEWALK PER RENTON STANDARD DETAILS 102 AND F007 ON SHEET C2.2. OINSTALL B21 SHELTER PER TRANSIT PASSENGER FACILITIES IMPROVEMENT STANDARD DETAILS C103 AND D111. SEE SHEET R2.1 FOR DETAILS. O CONSTRUCT 6" CONCRETE CURB AND GUTTER PER RENTON STANDARD DETAIL 101 ON SHEET C2.2. OCONSTRUCT CURB RAMP PER WSDOT STANDARD PLAN F-40.15-.04. SEE SHEET R2.1 FOR MORE RAMP DETAILS. OINSTALL BUS LANDING PAD WITH THICKENED EDGE PER TRANSIT PASSENGER FACILITIES IMPROVEMENT STANDARD DETAILS C108. SEE SHEET R1.0 FOR DETAILS. EXISTING CONCRETE CURB AND GUTTER LANDSCAPE 1:12 MAX -> /U.nr% EXISTING STREET SECTION A -A 1 "=5' S GRADY WAY I GENERAL NOTES: 1. SEE SHEET R2.1 FOR GRADING SECTION AND RAMP DETAILS A-E 2. SEE SHEET CO.2 AND CO.3 FOR ADDITIONAL NOTES. 3. ALL EXISTING UTILITY STRUCTURES (MANHOLES, CLEANOUTS, VAULTS, ETC) TO BE RAISED TO PROPOSED GRADE. 4. CONTRACTOR TO VERIFY EXISTING PAVEMENT SECTIONS AND COORDINATE WITH GEOTECH ENGINEER PRIOR TO INSTALLATION OF NEW PAVEMENTS. 1 SURVEY NOTES: VERTICAL DATUM: NAVD 88 CITY OF RENTON MON NO 60/WSDOT NO 2050 3" BRASS CAP ON IRON PIPE IN STEEL CASE AT INTERSECTION OF HARDIE AVE SW AND SW 7TH ST. ELEVATION = 25.23' 2. HORIZONTAL DATUM: NAD 83/91 HELD SOUTH 89°48'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON AVE SO AND SW 7TH ST. ------------------- =(32.43C)i GRADING NOTES: 1. CONCRETE WALKS TO HAVE 1.5% MAX CROSS SLOPE AND 5.0% MAX IN DIRECTION OF TRAVEL. CONTRACTOR SHALL PROVIDE CERTIFICATION FROM SURVEYOR AT JOB COMPLETION. 2. ALL GRADING SHALL COMPLY WITH STATE BUILDING CODE, CITY OF RENTON STANDARDS AND SPECS„ AND SOILS REPORT. 3. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED UTILITY LIDS TO MATCH FLUSH WITH PROPOSED FINAL SURFACE GRADES. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: MANHOLES, METER BOXES, VALVE BOXES, ELECTRICAL BOXES, TELEPHONE BOXES, CABLE BOXES, AND TRANSFORMER PADS. 4. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR THE LOCATING AND PROTECTION OF ALL UTILITIES. 6. DUST SHALL BE CONTROLLED BY WATERING AT ALL TIMES. 7. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FORTY-EIGHT (48) HOURS PRIOR TO GRADING AT 811 UNDERGROUND SERVICE ALERT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION REPORT PREPARED BY TERRACON PROJECT NUMBER: 81195216 DATED: 12-27-2021 AND THE RECOMMENDATIONS THEREIN ARE HEREBY MADE A PART HEREOF, AS QUALIFIED CONTRACT DOCUMENTS. 9. ALL WORK WITHIN PUBLIC RIGHT OF WAYS MUST HAVE AN ENCROACHMENT PERMIT ISSUED BY THE PUBLIC WORK'S OFFICE. 10. CONTRACTOR SHALL OBTAIN PERMIT TO GRADE FROM THE CITY BUILDING DEPARTMENT AND SHALL GIVE ADEQUATE NOTICE FOR REQUIRED INSPECTIONS. 11. CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AS -GRADED PLANS. PLANS ARE TO BE SUBMITTED UPON COMPLETION OF GRADING AND PRIOR TO OCCUPANCY. 12. THE OVERALL BUILDING SITE SHALL HAVE A MINIMUM SLOPE OF 1.0% IN ALL AREAS TO AN APPROVED DRAINAGE FACILITY. CONTRACTOR IS TO BLUE TOP ANY AC PAVEMENT SLOPES UNDER 1.5% FOR CONFORMANCE WITH PLANS. 13. ANY VERTICAL CUT OR FILL DIFFERENTIAL EQUAL TO OR GREATER THAN TWELVE (12) INCHES BETWEEN ADJACENT PROPERTIES SHALL BE SUPPORTED BY AN APPROVED RETAINING WALL OR SHALL HAVE A MAXIMUM SLOPE OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL. 14. PROVIDE COMPACTION REPORTS PREPARED BY AN APPROVED TESTING AGENCY FOR ALL FILLS. 15. PAVING SECTION SHALL BE INSPECTED BY THE GRADING ENGINEER OR BY A CERTIFIED INSPECTOR. 16. ALL SITE CLEARING, EXCAVATIONS, FILLS, AND GRADING TO BE UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER WITH FULL TIME OBSERVATION OF THE ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH ACCEPTABLE TO THE BUILDING OFFICIAL SHALL BE SUBMITTED. 17. NO SURFACE DRAINAGE SHALL BE PERMITTED TO DRAIN ONTO ADJACENT PROPERTIES, OR PUBLIC PROPERTY. 18. CONTRACTOR SHALL PROVIDE CORING SAMPLES TO THE PROJECT ENGINEER AFTER COMPLETION OF PAVING. SAMPLES SHALL BE SUPERVISED BY SOIL ENGINEER. A FREQUENCY OF ONE CORE PER 10,000 SQ. FT. OF PAVING WITH A TOTAL OF NO LESS THAN 4 CORES BE MET. 19. OPEN GRADED GRAVEL AND ROCK MATERIAL SUCH AS 3/4-INCH CRUSHED ROCK OR 1/2-INCH CRUSHED ROCK SHOULD NOT BE USED AS BACKFILL INCLUDING TRENCH BACKFILL. IN THE EVENT GRAVEL OR ROCK IS REQUIRED BY A REGULATORY AGENCY FOR USE AS BACKFILL (CONTRACTOR TO OBTAIN A LETTER FROM THE AGENCY STATING THE REQUIREMENT FOR ROCK AND/OR GRAVEL AS BACKFILL), ALL OPEN GRADED MATERIALS SHALL BE FULLY ENCASED IN A GEOTEXTILE FILTER FABRIC, SUCH AS MIRAFI 140N, TO PREVENT MIGRATION OF FINE GRAINED SOILS INTO THE POROUS MATERIAL. 20. THE GRADING CONTRACTOR SHALL REMOVE ALL ORGANIC MATTER, DEBRIS, AND OTHER DELETERIOUS MATERIAL FROM THE SITE. RECORD DRAWINGS 'HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOI 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD p�AN M LARS ANDERSEN & ASSOCIATES, INC. ASy�0'�i CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 9372E Z TEE: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COP1 �FGISTER� ��\� 4/28/2023 \� S/ONM_ SCOTT A. 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REVISION LR 8/22/22 DZ SuRyl APEX LR 9/30/22 DZ : LR LR 10/25/22 DZ LR 4/28/23 DZ oiawrk LR DZ BY DATE APPR mPwm DZ 31.99TC (31.49FL) -------32.28C----- 32.33C -----32.38C--/- - 32.35TC=FL_ 32.38TC=FL 31.72FL �32.25TC 31.75FL RAMP C 1 "=5' 32.75TC 32.25FL cb 33.20C o. 33.23C - 33.11TC 32.61FL ------ E�3'�ll��ll 33.33TC 32.83FL RAMP D 31.96TC=FL 32.02TC=FL 32.56TC 32.06FL 32.63TC 32.13FL� � 1 "=5' K8A EA F94 --�32.45C \-32.47C `32.51 C �o 32."7"7C 32.84C 32.85C 32.78C --_---- / 33.13C / / RAMP E 1 "=5' RAMP F RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD. p,_A N M LARS ANDERSEN & ASSOCIATES, INC. 0� pF WA CIVIL CIVIL ENGINEERS -LAND SURVEYORS PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 Z TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28 /2023 � 56573 �v o�FSS�OE��\SCOTT A. MOMMER RCE 56573 NA. DATE: sow VIIIIIIIIIII "°G°��' � CITY OF RENTON °1E NA1 DATUM a rum Planning/Building/Public Works Dept. um �000eono�v 1 "=5' R-422209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT ROW GRADING SECTION AND DETAILS 00 0 C) N 1 LJ H H N Q J co O O O N D 10/12/2022 W FEUROM p PAM 11 r to W R2.1 ' 27 °F' 55 O N N N I 0 I LU 0 n LU 0 LU G 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DECISION The proposed site plan and street modification are approved, subject to the following conditions: 1. The applicant shall comply with the mitigation measures issued as part of the Determination of Non -Significance Mitigated, dated May 23, 2022: a. Construction on the project site shall comply with the recommendations of the submitted Geotechnical Report, prepared by Terracon, dated September 15, 2021. b. The applicant's geotechnical engineer shall review the project's construction and building permit plans to verify compliance with the submitted geotechnical report. 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. 2. A lot combination or other method to resolve the building encroachments, as approved by the Current Planning Project Manager, shall be recorded prior to the issuance of a Temporary Certificate of Occupancy (TCO) for the proposed Home Depot. If an alternative method for removing the building encroachments is approved, the proposal shall demonstrate compliance with all aspects of the Renton Municipal Code (i.e. parking requirements). 3. The existing street trees located between the curb and sidewalk along S Grady Way shall be retained, unless it is determined by the Current Planning Project Manager to be infeasible. Should it be determined that the trees are not able to be retained, the applicant shall be responsible for the replacement of these trees with a species approved by the Current Planning Project Manager. 4. The vegetation proposed to be planted within the ten foot (10') onsite landscape strip be planted in this order of preference: (a) native coniferous trees; (b) native deciduous trees; (c) other native vegetation. 5. A detailed landscape plan shall be submitted at the time of Construction Permit review for review and approval by the Current Planning Project Manager, the detailed landscape plan shall include, but not be limited to: a. Interior parking lot landscaping (i.e. tree islands with a minimum dimension of eight feet (8') by twelve feet (12')) at a rate of 35 sq. ft. per parking space throughout the entire project site (i.e. Home Depot parcel as well as out lots 1 and 2, unless otherwise deferred by the Current Planning Project Manager); b. No parking space shall be more than fifty feet (50') from an interior parking lot landscaped tree island; c. Trees shall be two inches (2") in diameter at breast height (dbh). At least one (1) tree for every six (6) parking spaces within the parking lot interior shall be planted and around the parking lot perimeter trees shall be planted at the average minimum rate of one tree per thirty (30) lineal feet of street frontage; Site Plan and Street Modification - 17 garden center are delineated by stamped concrete or pavers. The revised site plan shall be reviewed and approved by the Current Planning Project Manager prior to issuance, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 21. The applicant shall submit a revised site plan demonstrating that the sidewalk proposed along the west fagade shall comply with the minimum width required of 12 feet (12') with an 8-foot wide minimum unobstructed walking surface. The reviewed site plan shall be submitted at the time of Construction Permit review for review and approval by the Current Planning Project Manager prior to the issuance of a Construction Permit, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 22. The applicant shall submit a revised site plan at the time of Construction Permit Review showing the required paved pedestrian pathways proposed through the parking lot provide a minimum width of five feet (5'). The revised site plan shall be submitted to the Current Planning Project Manager for review and approval prior to the issuance of a Construction Permit, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 23. Landscape planters shall be provided along the west side of the pedestrian walkway, abutting the drive aisle, that extends along the west building fagade. The proposed planters should be of sufficient size and scale to accommodate large shrub and tree species to break up the size and scale of the fagade, screen any blank walls, and screen the outdoor sales and display area. The location of the proposed planters, plantings proposed within the planters, and a detail of the planters proposed shall be provided with the detailed landscape plan submitted at the time of Construction Permit review for review and approval by the Current Planning Project Manager prior to the issuance of a Construction Permit. 24. Proposed amenity details, including outdoor seating, for the proposed plaza area and adjacent to the main building entrance, shall be provided at the time of Construction Permit application for review and approval by the Current Planning Project Manager prior to the issuance of a Construction Permit. Site furniture shall be made of durable, vandal- and weather -resistant materials that do not retain rainwater and can be reasonably maintained over an extended period of time. 25. The applicant shall demonstrate that the weather protection proposed comply with the minimum four and one-half feet (4-1/2') minimum width requirement and comprise seventy five percent (75%) of the fagade facing S Grady Way. A revised site plan demonstrating compliance with this requirement shall be submitted to the Current Planning Project Manager at the time of Building Permit review for review and approval prior to the issuance of a Building Permit. 26. The site plan shall be revised to provide the required 8,157 sq. ft. of pedestrian oriented space. The required pedestrian -oriented space shall include all of the following: Visual and pedestrian access (including barrier -free access) to the abutting structures from the public right-of-way or a nonvehicular courtyard; paved walking surfaces of either Site Plan and Street Modification - 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 d. Shrubs at the minimum rate of one per twenty (20) square feet of landscaped area shall be planted. Up to fifty percent (50%) of shrubs may be deciduous; e. Ground cover shall be planted in sufficient quantities to provide at least ninety percent (90%) coverage of the landscaped area within three (3) years of installation. 6. A Final Tree Retention Plan shall be submitted at the time of Construction Permit Review. The Final Tree Retention Plan shall include tree protection measures to be installed to protect retained trees during construction in compliance with RMC 4-4-130. The Final Tree Retention Plan shall be submitted to the Current Planning Project Manager for review and approval at the time of Construction Permit Review. 7. A revised site plan shall be submitted at the time of Construction Permit review that includes a minimum 730 sq. ft. of recyclables deposit areas and 1,459 sq. ft. of refuse deposit areas, unless otherwise approved through the review and approval of a Modification to the Refuse and Recycling Standards in accordance with RMC 4-2-250. The revised site plan shall be submitted to the Current Planning Manager for Review and approval. 8. A revised site plan shall be submitted at the time of Construction Permit review that reconfigures the outdoor seasonal sales area and the shed display area within the surface parking lot to ensure that the proposal provides for 342 onsite parking spaces are provided on the project site, unless a modification to these standards is approved in accordance with RMC 4-4-080K or 4-4-0801710c. Required project improvements based upon number of parking spaces, such as landscaping and bicycle parking, may be adjusted to reflect an approved reduction in parking spaces. The revised site plan shall J Y pp p g p be submitted to the Current Planning Project Manager for review and approval prior to the issuance of the Construction Permit. 9. A revised site plan and bicycle parking detail shall be submitted at the time of Construction Permit Review for review and approval by the Current Planning Project Manager demonstrating that the proposal would comply with the bicycle parking requirements as required in RMC 4-4-080F.11. 10. Any proposed fencing shall be shown on the site plan and a fencing detail be provided at the time of Construction Permit Review for review and approval by the Current Planning Project Manager. All proposed fencing shall comply with the maximum eight foot (8')- maximum height permitted, unless otherwise approved through a separate variance process. 11. A screening detail shall be provided for any proposed surface or roof mounted utility equipment be submitted to the Current Planning Project Manager for review and approval. The screening detail for surface mounted utility equipment shall be provided at the time of Construction Permit review and the screening detail for any roof -mounted utility equipment shall be provided at the time of Building Permit review. 12. Areas proposed for outdoor storage shall be screened through a combination of fencing and landscaping around the perimeter of the storage areas. A fencing and landscape Site Plan and Street Modification - 18 concrete or approved unit paving; on -site or building -mounted lighting providing at least four (4) foot-candles (average) on the ground; and at least three (3) lineal feet of seating area (bench, ledge, etc.) or one individual seat per 60 square feet of plaza area or open space, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. Details regarding the pedestrian -oriented space shall be provided for review and approval to the Current Planning Project Manager at the time of Construction Permit application. 27. A revised site plan shall be submitted to the Current Planning Project Manager for review and approval at the time of Construction Permit application, that includes the minimum 1,000 sq. ft. public plaza at the intersection of Talbot Rd S and S Grady Way. 28. Plaza details shall be provided to the Current Planning Project Manager at the time of Construction Permit application for review and approval. The detailed plan for the plaza shall include street trees, decorative paving, pedestrian -scaled lighting, and seating. 29. The untreated blank walls facing Talbot Road S shall be treated with a planting bed at least five feet (5') in width containing trees, shrubs, evergreen ground cover, or vines adjacent to the blank wall; trellis or other vine supports with evergreen climbing vines; architectural detailing such as reveals, contrasting materials, or other special detailing that meets the intent of this standard; artwork, such as bas-relief sculpture, mural, or similar; or seating area with special paving and seasonal planting. Revised architectural elevations shall be submitted at the time of Building Permit review to the Current Planning Project Manager for review and approval prior to the issuance of a Building Permit. 30. The paint banding pattern shown on the west elevation shall be continued along the north, east, as south facades as these facades are also visible to the public. Revised architectural elevations shall be submitted at the time of Building Permit review to the Current Planning Project Manager for review and approval prior to the issuance of a Building Permit. 31. A materials board shall be submitted to the Current Planning Project Manager for review and approval at the time of Building Permit application. 32. The off -site sign proposed on out lot 1 shall be relocated to be on the Home Depot parcel. A revised site plan shall be submitted at the time of Construction Permit review to the Current Planning Project Manager for review and approval prior to the issuance of a Construction Permit. 33. A lighting plan and light fixture details shall be provided to the Current Planning Project Manager for review and approval at the time of Building Permit review. 34. The undergrounding of power lines pursuant to RMC 4-6-090 has not yet been addressed in the staff recommended conditions of approval or the staff report. At hearing, the parties have agreed to defer resolution of the issue pending further assessment of the applicability of RMC 4-6-090. Applicant's legal counsel has also raised the issue of Dolan proportionality, which staff may also have to further assess. At hearing the parties also agreed to subject any disagreement on the underground issue to hearing examiner Site Plan and Street Modification - 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 screening detail shall be provided to the Current Planning Project Manager for review and approval at the time of Construction Permit review. 13. All onsite wetlands, streams, and associated buffer areas shall be placed within a Native Growth Protection Easement (NGPE). The NGPE shall be recorded prior to the issuance of a Temporary or Final Certificate of Occupancy for the proposed building. 14. The shed display shall be relocated outside of the required 100-foot wetland buffer and the 115-foot stream buffer. A revised site plan showing the relocated shed display shall be submitted at the time of Construction Permit review to the Current Planning Project Manager for review and approval prior to the issuance of a Construction Permit. 15. The outdoor retail sales area proposed within the parking lot between the main building entry and S Grady Way, shall be relocated to an alternative location of the project site that does not obstruct any of the building entrance from the public right-of-way (i.e. to the side of the existing building). A revised site plan showing the relocated outdoor sales area shall be submitted at the time of Construction Permit Review for review and approval by the Current Planning Manager prior to the issuance of a Construction Permit. 16. Any proposed service areas shall be located and designed to minimize impacts on the pedestrian environment and adjacent uses. A revised site plan showing the service area location shall be submitted at the time of Construction Permit review for review and approval by the Current Planning Project Manager prior to the issuance of a Construction Permit, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 17. Garbage, recycling collection, and utility areas shall be enclosed on all sides, including the roof and screened around their perimeter by a wall or fence and have self -closing doors. A screening detail shall be submitted to the Current Planning Project Manager at the time of Building Permit review for review and approval prior to the issuance of a Building Permit, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 18. The proposed service area screening shall be comprised of a combination of materials proposed around the building entries (i.e. Pediment C2 and Traditional C3), unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 19. Any service areas adjacent to a street, pathway, or pedestrian -oriented space shall be screened with a 3-foot wide landscape planting strip around three (3) sides of the service area. A detailed landscape plan including the 3-foot wide landscape strip would be required at the time of Construction Permit review for review and approval by the Current Planning Project Manager, unless otherwise determined to meet the intent of the guidelines as approved by the current planning project manager. 20. The applicant shall submit a revised site plan with the civil construction permit application that indicates all pedestrian walkways, the three -striped pedestrian crossing areas proposed over the drive aisle abutting the lumber canopy, main building entrance, and garden center entrance, and the paved apron abutting the chamfered entrance to the Site Plan and Street Modification - 19 appeal. As recommended by staff, if the parties cannot mutually agree on whether power lines should be undergrounded, the Applicant shall put its position in the form of a modification request and the resulting staff decision shall be subject to hearing examiner appeal. 35. Similar to Condition No. 34, the Applicant is also authorized to submit an appealable modification request on the issue of whether screening of the top of roof -top mechanical equipment is required by RMC 4-9-200(E)(3)(b)(iii). DATED this 9th day of August, 2022. PhIr A.Olbrechts City of Renton Hearing Examiner Appeal Right and Valuation Notices RMC 4-8-080(G) classifies the consolidated application(s) subject to this decision as Type III applications subject to closed record appeal to the City of Renton City Council. Appeals of the hearing examiner's decision must be filed within fourteen (14) calendar days from the date of the decision. A request for reconsideration to the hearing examiner may also be filed within this 14-day appeal period. Affected property owners may request a change in valuation for property tax purposes notwithstanding any program of revaluation. Site Plan and Street Modification - 22 RECORD DRAWINGS FHIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOP 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD � p,LA N ,y0 Q) F �E WA 56573 �v o�FSS�ONAL 1 BULLETIN # 1 LR 8/22/22 DZ SURVEM APEX S&M VERrKMt_ HM 190 2 BULLETIN #2 LR 9/30/22 DZ DESIGNED HoIMoxrK: too IM/IIWI 3 BULLETIN #3 LR 10/25/22 DZ LR ROW - AS-BUILTS LR 4/28/23 DZ t WM LR ONE tart DATUM CHEMM DZ ��� NO. REVISION BY DATE APPR �pp� DZ 9GLE o "r o� wal M7001111NNOLY LARS ANDERSEN & ASSOCIATES, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM 4/28/2023 SCOTT A. MOMMER RCE 56573 DATE: CITY OF RENTON s Planning/Building/Public Works Dept. R-422210 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IM 10/12/2022 HOME DEPOT CIVIL CONSTRUCTION PERMIT = CONDITIONS OF APPROVAL R3.0 28 OF' 55 00 Cfl r CM 0 C) N LJ H H L0 0 0 C) 0 I N N ry n I- 0 a_ w 0 LLI 2 0