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HomeMy WebLinkAboutPlans Applicant 11/21/2024 (2)CB # 3 RIM: 4 3 5 . 2 5 8" IN V ( W ) : 4 3 3 . 8 5 SUM P : 4 2 8 . 8 5 CB # 4RIM: 4 3 6 . 0 0 8" IN V ( E ) : 4 3 4 . 6 0 SUM P : 4 3 2 . 6 0 CB # 5 RIM: 4 3 5 . 7 0 INVs: U N D E T E R M I N E D (FUL L O F D E B R I S ) CB # 6 RIM: 4 3 5 . 5 9 8" IN V ( N ) : 4 3 4 . 1 9 SUM P : 4 3 2 . 1 9 CB # 3 RIM: 4 3 5 . 2 5 8" IN V ( W ) : 4 3 3 . 8 5 SUM P : 4 2 8 . 8 5 CB # 4RIM: 4 3 6 . 0 0 8" IN V ( E ) : 4 3 4 . 6 0 SUM P : 4 3 2 . 6 0 CB # 5 RIM: 4 3 5 . 7 0 INVs: U N D E T E R M I N E D (FUL L O F D E B R I S ) CB # 6 RIM: 4 3 5 . 5 9 8" IN V ( N ) : 4 3 4 . 1 9 SUM P : 4 3 2 . 1 9 BASIS OF BEARINGSThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVE, SUITE 2800, SEATTLE, WA 9810109004201611/18/2024MGD/TCSPADRAISING CANE'S RESTAURANT#C1267 SPRINGFIELD, OR2720 GATEWAY STSPRINGFIELD, OR 97477PRELIMINARY - NOT FOR CONSTRUCTION LEGEND GENERAL DEMOLITION NOTES DEMOLITION KEYNOTES REMOVE EXISTING BUILDING AND ASSOCIATED FOUNDATION REMOVE EXISTING SIGN AND ASSOCIATED FOUNDATION REMOVE EXISTING SITE LIGHT AND ASSOCIATED FOUNDATION REMOVE EXISTING BOLLARD AND ASSOCIATED FOUNDATION REMOVE EXISTING TREE REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CURB REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING SIDEWALK REMOVE EXISTING STORM STRUCTURE REMOVE EXISTING STORM LINE REMOVE EXISTING TELECOM LINE REMOVE AND RELOCATE EXISTING TELECOM STRUCTURE REMOVE EXISTING WATER LINE REMOVE EXISTING WATER STRUCTURE REMOVE EXISTING UNDERGROUND ELECTRIC LINE REMOVE AND RELOCATE EXISTING ELECTRIC CABINET. REFER TO E4 PLANS. REMOVE EXISTING ELECTRIC STRUCTURE REMOVE EXISTING GAS STRUCTURE ABANDON AND RELOCATE EXISTING SUB EASEMENT PROTECTION KEYNOTES PROTECT EXISTING SITE LIGHT PROTECT EXISTING CURB PROTECT EXISTING SIDEWALK PROTECT EXISTING WATER LINE PROTECT EXISTING WATER STRUCTURE PROTECT EXISTING SANITARY SEWER SERVICE PROTECT EXISTING SANITARY SEWER STRUCTURE PROTECT EXISTING STORM LINE PROTECT EXISTING STORM STRUCTURE PROTECT EXISTING ASPHALT PROTECT EXISTING POWER LINE SITE NOTES BASIS OF BEARINGS SITE BENCHMARK GRAPHIC SCALE IN FEET 020 10 20 40 1" = 20'@ 24X36 EXISTING CONDITIONSC1.0 BENCHMARK 1: BASIS OF BEARINGS4 YDDUMPSTERFOR TRASH4 YDDUMPSTERFOR TRASH4 YDDUMPSTERFOR RECYCLE4 YDDUMPSTERFOR RECYCLE65GALTOTER36" Door36" DoorDRIVETHRUDRIVETHRUVANEVEVEVEVEVEVEVEVEVDO NOT ENTERSTOPSTOP D LEGEND SITE KEYNOTES PARKING / SITE DATA EXISTING ZONING COMMUNITY COMMERCIAL PROPOSED USE RESTAURANT W/ DRIVE-THRU LOT AREA 68,446 SF / 1.57 AC BUILDING AREA FINISHED FLOOR ELEVATION IMPERVIOUS AREA 50,083 SF LOT COVERAGE TOTAL PARKING ACCESSIBLE REQUIRED PROVIDED 2 SPACES 2 SPACES *PARKING REQUIREMENTS PER SHARED PARKING AGREEMENT: 5 SPACES/1000 SF OF FLOOR AREA BICYCLE PARKING REQUIRED IS 1 SPACE/600 SF 25% LONG TERM & 75% SHORT TERM BICYCLE PARKING 6 SPACES TRASH ENCLOSURE APPROACH TO BE HEAVY DUTY INTEGRAL COLORED CONCRETE PAVEMENT CONSTRUCT CONCRETE CURB INSTALL STANDARD 90° PARKING STALL STRIPING INSTALL PAVEMENT MARKING ARROW INSTALL 2 COATS 60° WHITE HATCHING AT 36" O.C. 4" THICK INSTALL "DO NOT ENTER" IN 12" HIGH WHITE LETTERS INSTALL "DRIVE-THRU" PAVEMENT MARKING INSTALL WHEEL STOP AT 2.0' FROM FACE OF WHEEL STOP TO FACE OF CURB INSTALL TRASH ENCLOSURE AND RECYCLING BIN STORAGE, REFER TO ARCHITECTURAL PLANS INSTALL PREVIEW BOARD, REFER TO ARCHITECTURAL PLANS INSTALL ORDER BOARD, REFER TO ARCHITECTURAL PLANS INSTALL DRIVE-THRU CANOPY, REFER TO ARCHITECTURAL PLANS JOIN EXISTING CURB CONCRETE SIDEWALK ACCESSIBLE RAMP WITH TRUNCATED DOMES DETECTABLE WARNING ACCESSIBLE PARKING STALL. LANDSCAPE AREA, REFER TO LANDSCAPE PLANS BICYCLE PARKING RACK PATIO FURNITURE, REFER TO LANDSCAPE PLANS INSTALL HEIGHT DETECTORS, REFER TO ARCHITECTURAL PLANS BENCHMARK 1: SITE BENCHMARK This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTDATE:© 2024 KIMLEY-HORN AND ASSOCIATES, INC.WWW.KIMLEY-HORN.COM PHONE: 206-607-26001201 THIRD AVE, SUITE 2800, SEATTLE, WA 9810109004201611/18/2024MGD/TCSPADRAISING CANE'S RESTAURANT#C1267 SPRINGFIELD, OR2720 GATEWAY STSPRINGFIELD, OR 97477PRELIMINARY - NOT FOR CONSTRUCTION GRAPHIC SCALE IN FEET 020 10 20 40 1" = 20'@ 24X36 SITE NOTES BASIS OF BEARINGS SITE PLANC2.0 LONG TERM BICYCLE PARKING 41 SPACES29 SPACES 6 SHORT TERM SPACES 2 LONG TERM SPACES 6% 2,862 SF 437.65 4 YDDUMPSTERFOR TRASH 4 YDDUMPSTERFOR TRASH 4 YDDUMPSTERFOR RECYCLE 4 YDDUMPSTERFOR RECYCLE65GALTOTER 36" Door36" DoorDRIVETHRU DRIVETHRU VANEVEVEVEVEVEV EV EV EV DO NOT ENTERSTOPSTOPBASIS OF BEARINGSDThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT DATE:© 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVE, SUITE 2800, SEATTLE, WA 98101 090042016 11/18/2024 MGD/TC SP AD RAISING CANE'S RESTAURANT #C1267 SPRINGFIELD, OR 2720 GATEWAY ST SPRINGFIELD, OR 97477 PRELIMINARY - NOTFOR CONSTRUCTION1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY/AHJ STANDARDS AND SPECIFICATIONS.2.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS ANDAPPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HASRECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTINGAUTHORITIES.3.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING ANDPROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANYCONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. MINOR ADJUSTMENTS TOFINISH GRADE TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE, IF NECESSARY, UPON PRIOR APPROVAL OFENGINEER. PAVING INSTALLED SHALL "FLUSH OUT" AT ANY JUNCTURE WITH EXISTING PAVING.4.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.5.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.6.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT ANDCONTINUOUS GRADE.7.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.8.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTORDOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTORSHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FORREVIEW.9.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING FOOTPRINT DIMENSIONS.10.CONTRACTOR SHALL REFER TO FINAL GEOTECH REPORT FOR BUILDING SUBGRADE AND SITE PREPARATIONREQUIREMENTS.11.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.12.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADASTANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TOEXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADACRITERIA CANNOT BE MET AT ANY LOCATION.13.ANY PROPOSED CONTOURS SHOWN ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENTARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES.14.REFER TO EROSION CONTROL PLAN FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCINGGRADING OPERATIONS.15.ALL FILL TO BE PLACED SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE GEOTECHNICAL REPORTRECOMMENDATIONS.GRADING & DRAINAGE NOTESPROPERTY LINEEASEMENT LINEAPPROXIMATE CIVIL LIMIT OF WORK LINEEXISTING CONTOURPROPOSED CONTOURGRADE BREAK LINELOW POINT LINERIDGE LINEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED FLOW (DIRECTION AND SLOPE)FINISHED FLOOR ELEVATIONTOP OF SIDEWALKMATCH EXISTING ELEVATIONBOTTOM OF CURBPROPOSED CONSTRUCTION ENTRANCE / EXITSILT FENCEINLET PROTECTIONCONCRETE WASHOUT AREAXXX.XX2.00%LEGEND(XXX.XX)FFESWMECUT: 293 CUBIC FEETFILL: 980 CUBIC FEETNET CUT: 687 CUBIC FEETNOTE: THE ABOVE QUANTITIES ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROMTHE EXISTING GROUND TO THE PROPOSED FINISHED GRADE.THE EARTHWORK QUANTITIES ABOVE ARE APPROXIMATE. THEY HAVE NOT BEEN FACTOREDTO ACCOUNT FOR CHANGES IN VOLUME DUE TO BUILDING, CLEARING AND GRUBBING,SHRINKAGE, OVER-EXCAVATION AND RE-COMPACTION, AND CONSTRUCTION METHODS. NORDO THEY ACCOUNT FOR THE THICKNESS OF PAVEMENT SECTIONS, FOOTINGS, SLABS, REUSEOF PULVERIZED MATERIALS THAT WILL UNERLIE NEW PAVEMENTS, ETC. THE CONTRACTORSHALL RELY ON THEIR OWN EARTHWORK ESTIMATES FOR BIDDING PURPOSES.APPROXIMATE AREAS OF EXCAVATION AND FILL HAVE BEEN NOTED IN THE PLANS ANDLEGEND. AREAS OUTSIDE THESE LIMITS ARE AREAS OF LESS THAN ONE FOOT OR ZERO FILLAND EXCAVATION.GRADING SUMMARY TABLEBCGRAPHIC SCALE IN FEET0201020401" = 20'@ 24X36GRADING AND ESC PLANC3.0SITE NOTESBASIS OF BEARINGSSITE BENCHMARKBENCHMARK 1: BASIS OF BEARINGS4 YDDUMPSTERFOR TRASH 4 YDDUMPSTERFOR TRASH 4 YDDUMPSTERFOR RECYCLE 4 YDDUMPSTERFOR RECYCLE65GALTOTER 36" Door36" DoorDRIVETHRU DRIVETHRU VANEVEVEVEVEVEV EV EV EV DO NOT ENTERSTOPSTOPDLEGENDUGEFIRE WATERDOMESTIC WATERSANITARY SEWERDRY UTILITIESSTORM DRAINPROPOSED 4" SDR-35 PVC SEWER PIPEPROPOSED 6" SDR-35 PVC SEWER PIPECONNECT TO EXISTING SANITARY SEWER CLEAN OUT. CONTRACTOR TO CONFIRM INVERT AND CONDITIONOF THE LINE.PROPOSED GREASE TRAP LOCATIONBUILDING POINT OF CONNECTION, REFER TO MEP PLANS FOR CONTINUATIONPROPOSED SEWER CLEANOUTGREASE WASTE LINE POINT OF CONNECTION AT TRASH ENCLOSUREINSTALL DRAIN IN TRASH ENCLOSURE, REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATIONPROPOSED 2" TYPE K COPPER DOMESTIC WATERLINEPROPOSED 1 1/2" IRRIGATION SERVICE, REFER TO LANDSCAPE FOR CONTINUATIONCONNECT TO EXISTING 1 12" WATER METERCONNECT TO EXISTING 2" WATER METEREXISTING DOUBLE CHECK BACKFLOW ASSEMBLYBUILDING POINT OF CONNECTION, REFER TO MEP PLANS FOR CONTINUATIONINSTALL 34" EACH H/C WATER TO TRASH ENCLOSURE WITH RPZ VALVE, REFER TO MEP PLANSEXISTING FIRE HYDRANT250' RADIUS PROPOSED HYDRANT COVERAGE TO BUILDINGGRAPHIC SCALE IN FEET0201020401" = 20'@ 24X36SITE NOTESBASIS OF BEARINGSSITE BENCHMARKUTILITY NOTESThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT DATE:© 2024 KIMLEY-HORN AND ASSOCIATES, INC. WWW.KIMLEY-HORN.COM PHONE: 206-607-2600 1201 THIRD AVE, SUITE 2800, SEATTLE, WA 98101 090042016 11/18/2024 MGD/TC SP AD RAISING CANE'S RESTAURANT #C1267 SPRINGFIELD, OR 2720 GATEWAY ST SPRINGFIELD, OR 97477 PRELIMINARY - NOTFOR CONSTRUCTIONUTILITY PLANC4.0PROPOSED WATER QUALITY VAULT PER OLDCASTLE DETAIL BPU-68IBPROPOSED CATCH BASINPROPOSED CATCH BASIN WITH SOLID LIDPROPOSED TRENCH DRAINPROPOSED STORM DRAIN PIPECONNECT TO EXISTING 42" STORM MAINPROPOSED STORM MANHOLEPROPOSED GAS SERVICE, REFER TO E4 PLANSCONNECTION TO EXISTING GAS MAIN, REFER TO E4 PLANS. FIELD VERIFY EXACT TIE IN LOCATION.PROPOSED GAS METER, REFER TO E4 PLANSPROPOSED LOCATION FOR RELOCATED TRANSFORMER, REFER TO E4 PLANSPROPOSED ELECTRICAL PRIMARY, REFER TO E4 PLANSPROPOSED LOCATION FOR RELOCATED COMCAST PULL BOX, REFER TO E4 PLANSPROPOSED COMCAST PRIMARY, REFER TO E4 PLANSBENCHMARK 1: