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HomeMy WebLinkAbout03 C FHMC ARC_v1MECHANCIAL EQUIP. FOR LAB/PHARMACY 25,400 S.F. FF@2: +/-297' BIKE RACKS2:1SLOPESHAFT SHAFT +/-296'VAN280275280 EE EEESDSDSDSD N DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0202040HORIZONTAL SCALE: 1" = 20' Sheet Number©Copyrightby Cuningham Group Architecture, Inc. (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:Agency ApprovalDrawing PackageKey PlanGRADING PLANC1002019DIGNITY HEALTH FRENCHHOSPITAL MC - NEW PATIENTTOWERPRELIMINARY NOT FORCONSTRUCTION03/04/2019DDNo.DateDescriptionC:\Egnyte\Shared\Sun\All Jobs\2018 All Jobs\181067 - French Hospital Tower Addition (Civil) - Cuningham\02_Working Drawings\01_24X36\02_ONSITE\GRADING SHEET.dwg, C-2.1, Mar 04, 2019 3:20pm, Evan Engineer of Record:Plan Prepared By:The use of these plans and specifications shall be restricted to the originalsite for which they were prepared and publication thereof is expressly limitedto such use. Reproduction or publication by any method, in whole or in part,is prohibited. Title to these plans and specifications remain with Ashley &Vance Engineering, Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidence of the acceptance ofthese restrictions.Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LEENI C 78390TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKE N NETH B. BROWNPLAN REV IEW SE TNOT FOR CONS TRUC T IONSCHEMATIC DESIGN -SUPPLEMENTAL PACKAGEKMPR18-0327SITE CONSTRUCTION NOTES:CONSTRUCT A.C. PAVING SECTIONCONSTRUCT 6" CONCRETE CURBPARKING STRIPING PER CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS.CONSTRUCT SITE WALLCONSTRUCT P.C.C. FLATWORK SECTION, FINISH PER ARCHITECT'S PLANSCONSTRUCT ADA CURB RAMPCONSTRUCT STORMWATER CHAMBER INFILTRATION AND STORAGE SYSTEM1234567LEGENDSITE RETAINING WALLSTORMDRAIN INLET BOXSTORMDRAIN MANHOLECONCRETE FLATWORKAC PAVINGPROPOSED DOOR. FS AT CONCRETE ADJACENT TO DOOR (THRESHOLD) =1/4" BELOW FF ELEVATIONPROPOSED SPOT GRADESSPOT GRADES (EXISTING)(234.67 FL)234.67 FLMAJOR ELEVATIONMINOR ELEVATION (EXISTING)MAJOR ELEVATION (EXISTING)345345274.50 TC(274.00 FS)275.50 TC(275.00 FS)(282.50 FS)282.58 FS - TOP OF DOCK278.58 FS282.58 FS - TOP OF DOCK278.58 FS297.50 TW/FS278.58 BW282.50 TW278.50 BW/FL281.30 TW278.86 FS/BW282.50 TW276.90 BW/FL4 . 2%279.50 TW276.90 FS/BW(284.00 FS)(284.70 FS)(284.10 FS)281.30 FS6.8%(283.50 FL)(285.50 FS)(285.80 FS)286.00 FS1.2%(285.50 FS)(286.10 FS)(292.20 FS)(293.10 FS)285.35 FS293.00 TW285.28 BW/TC284.78 FS294.20 TC293.70 FS294.20 TC293.70 FS6297.50 FS296.75 FS297.00 FS296.00 FS10.0%7.0%MAX.294.00 TW285.92 BW/FS296.70 FS/TW285.90 FS/BW297.50FS282.58 FS282.20 FS282.70 FS(284.50 FS)(284.36 TC)(283.86 FS)3.5% 2. 5%281.60 FS(276.40 FS)(275.10 FS)13.0% MAX 281.50 FS(284.01 FS)276.67 FS293.75 FS295.63 FS294.98 TC(294.48 FL)296.10 TC(295.60 FL)297.34 TC(296.84 FS)(297.10 TC)(296.60 FS)(297.44 FS)(297.40 FS)297.00 FS296.50 FS296.40 FS296.18 FS1111552222223267276.80 FS275.50 FS275.55 FS(276.43 FS)(276.76 FS)282.85 FSSHEETSHEET TITLEC100GRADING PLANC200UTILITY AND DRAINAGE PLANSHEET INDEXGENERAL NOTES:SEE UTILITY PLAN FOR STORM DRAIN, SANITARY SEWER, AND WATER UTILITY INFORMATION.SEE ARCHITECT'S PLAN FOR ADDITIONAL SITE PLAN INFORMATION, INCLUDING PROPOSEDFENCING AND LANDSCAPING.PER CONDITION OF APPROVAL #25 FOR ARCH-3641-2016, REVISIONS TO THE PARKINGSTRUCTURE BUILDING "IS CONSIDERED PART OF THE LARGER CAMPUS ENTITLEMENTS. ASSUCH, THIS PORTION OF THE PROJECT IS NOT SUBJECT TO THE CURRENT POSTCONSTRUCTION STORMWATER REGULATIONS."282.60 FS(285.00 TS)283.50 TS283.00 BS7.0%6.2%2.7%282.45 FS282.40 FS282.75 FS4.5%EXTENDEXISTINGSTEPS0404080HORIZONTAL SCALE: 1" = 40'AENTRANCE INSETN SEE INSET A,"ENTRANCE INSET"BELOW277.50FS/TW277.60 FS/TW278.25 FS/TW279.90 FS/TW281.70 FS/TW280.00 FS/BW281.00 FSTYP.3TYP.3(275.27 FS)TYP.4441551PROPOSED GENERATORENCLOSUREPROPOSED PATIENT TOWERPROPOSED PARKINGSTRUCTURE283.92 FS283.60 FS283.50 FS283.99 FS(274.00 FS)(274.60 FS)274.10 FS(274.10 FS)(285.60 FS)ELLA STREETIRIS STREETJOHNSON AVENUEGRADING LIMIT LINE2:1282.58 FSRELOCATED PATHWAY2EXISTING FRENCH HOSPITAL MEDICAL CENTEREXISTINGMEDICALFACILITYEXISTING PACIFIC MEDICAL PLAZA(295.15 FS)SAWCUT34541.5% SSSSSSSSSSSSSS S S S SS S SSWWWWWWWW W W W W WWWWW W W W WWWWWWT T TWW W WWWESG G G TTT E E W WWWWW W W WSD SD SD SD SDSDSDSDSD GGGEEEEEE EEE E SD SD SD S S S G G GE W 30424344 5332333435363738394041 505152 4546 2425263127284748495455 74 75 76 77 78 79 80 81 82 83 84 85 86 876263646566676869707172 73565758596061MECHANCIAL EQUIP. FOR LAB/PHARMACY 25,400 S.F. FF@2: +/-297' BIKE RACKS2:1SLOPESHAFT SHAFT +/-296'VANSDSD SD SD SD SD SDSDS S SSDSDSD SD WWWWWWWWWW N DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0404080HORIZONTAL SCALE: 1" = 40' Sheet Number©Copyrightby Cuningham Group Architecture, Inc. (All Rights Reserved)Current RevisionRevisionsProject InformationProject No.:PIC / AIC:Date:Phase:Agency ApprovalDrawing PackageKey PlanGRADING PLANC2002019DIGNITY HEALTH FRENCHHOSPITAL MC - NEW PATIENTTOWERPRELIMINARY NOT FORCONSTRUCTION03/04/2019DDNo.DateDescriptionC:\Egnyte\Shared\Sun\All Jobs\2018 All Jobs\181067 - French Hospital Tower Addition (Civil) - Cuningham\02_Working Drawings\01_24X36\02_ONSITE\UTILITY SHEET.dwg, C-2.1, Mar 04, 2019 3:09pm, Evan Engineer of Record:Plan Prepared By:The use of these plans and specifications shall be restricted to the originalsite for which they were prepared and publication thereof is expressly limitedto such use. Reproduction or publication by any method, in whole or in part,is prohibited. Title to these plans and specifications remain with Ashley &Vance Engineering, Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidence of the acceptance ofthese restrictions.Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LEENI C 78390TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKE N NETH B. BROWNPLAN REV IEW SE TNOT FOR CONS TRUC T IONSCHEMATIC DESIGN -SUPPLEMENTAL PACKAGEKMPR18-0327PROPOSED PATIENT TOWERPROPOSED PARKING STRUCTUREGENERAL NOTES:ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE.CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES.MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANYDIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF WORK SHALL BENOTIFIED IMMEDIATELY.SEE ARCHITECT'S PLAN FOR ADDITIONAL SITE PLAN INFORMATION, INCLUDING PROPOSEDFENCING AND LANDSCAPING.PER CONDITION OF APPROVAL #25 FOR ARCH-3641-2016, REVISIONS TO THE PARKINGSTRUCTURE BUILDING "IS CONSIDERED PART OF THE LARGER CAMPUS ENTITLEMENTS. ASSUCH, THIS PORTION OF THE PROJECT IS NOT SUBJECT TO THE CURRENT POSTCONSTRUCTION STORMWATER REGULATIONS."THE PARKING STRUCTURE PORTION OF THIS PROJECT IS SUBJECT TO THE PREVIOUS LOWIMPACT DEVELOPMENT STANDARDS. ALL ROOF DRAINAGE WILL BE DISCONNECTED FROMTHE STORMWATER SYSTEM OR CONVEYED TO LANDSCAPE PLANTERS, BASINS, VEGETATEDSWALES, OR AREAS OF PERVIOUS PAVING PRIOR TO DISCHARGE AND COLLECTION INTO THECAMUS DRIANAGE SYSTEM.SANITARY SEWER BUILDING CONNECTIONS BY OTHERS.EXISTING FRENCH HOSPITAL MEDICAL CENTEREXISTINGMEDICALFACILITYEXISTING PACIFIC MEDICAL PLAZAEXISTINGSTORMDRAINLINE, TYP.EXISTINGSTORMDRAINCATCH BASIN,TYP.EXISTINGELECTRICALCONDUIT, TYP.EXISTINGSTORMDRAINLINE, TYP.EXISTINGSANITARYSEWER, TYP.EXISTINGSANITARYSEWER, TYP.EXISTING 6"SANITARYSEWER, TYP.EXISTING 8"SANITARYSEWER, TYP.EXISTING 12"WATER LINE,TYP.EXISTING 6"WATER LINE, TYP.EXISTING 12"WATER LINE,TYP.EXISTING 6"WATER LINE, TYP.EXISTING WATERLINE, TYP.EXISTING FIREHYDRANT, TYP.EXISTINGNATURAL GASLINE, TYP.EXISTING 6"SANITARYSEWER, TYP.EXISTINGWATER LINE,TYP.WATER CONSTRUCTION NOTES:INSTALL WATER SERVICE WITH METER PER CITY OF SAN LUIS OBISPO STANDARDDETAIL 6210 AND 6020. SEE MECHANICAL PLANS FOR SIZE FROM METER TO BUILDING.ALL ONSITE JOINTS MECHANICALLY RESTRAINED AS NECESSARY.SEE MECHANICAL PLANS FOR WATER SERVICE POINT OF CONNECTION AT BUILDING.INSTALL FIRE LINE AND BACKFLOW PREVENTER PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 6530, 6550, AND 6020. FIRE SPRINKLER ENGINEER TO VERIFYSERVICE SIZE PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL ONSITE JOINTSMECHANICALLY RESTRAINED.SEE MECHANICAL PLANS FOR FIRE DEPARTMENT CONNECTION AT BUILDING.INSTALL FIRE HYDRANT AND LATERAL PER CITY OF SAN LUIS OBISPO STANDARD DETAIL6310.W1W2W3W4W5SANITARY SEWER CONSTRUCTION NOTES:CONSTRUCT 6" SDR35 SANITARY SEWER LATERAL PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 6810 AND 6020.SEWER POINT OF CONNECTION AT (E) 6" SEWER MAIN.CONSTRUCT 6" SDR35 SANITARY SEWER LATERAL PER CITY OF SAN LUIS OBISPOSTANDARD DETAIL 6810 AND 6020.SEWER POINT OF CONNECTION AT (E) 6" SEWER MAIN.SS1SS2SS2STORM DRAIN CONSTRUCTION NOTES:INSTALL STORM DRAIN INLET BOX, WITH ATRIUM GRATE IN LANDSCAPE AREAS.INSTALL ADJACENT PVC STORMDRAIN LINES.INSTALL STORM DRAIN MANHOLE, SOLID TRAFFIC RATED LID IN OTHER HARDSCAPEAREAS, ATRIUM GRATE IN LANDSCAPE AREAS. INSTALL ADJACENT PVC STORMDRAINLINES.CONSTRUCT CHAMBER INFILTRATION AND DETENTION SYSTEMCONNECT TO EXISTING STORMDRAIN SYSTEMINSTALL STORM DRAIN JUNCTION BOX WITH SOLID LID. INSTALL ADJACENT PVCSTORMDRAIN LINES.INSTALL STORM DRAIN JUNCTION BOX WITH TRAFFIC RATED GRATED LID. INSTALLADJACENT PVC STORMDRAIN LINES.INSTALL ROOF DOWNSPOUT CONNECTION TO INLET BOX.SD1SD2SD3SD4SD5SD6SD7SD6SD6SD6SD1SD1SD1SD3SD4SD4SD5SD5SD5SD6SD1SD2SD1SD7SD7SD7SD1SD7SS1SS1SS2SS2W1W2W2W3W4W4W5EXISTING SANITARY ANDSTORMDRAIN LINES TO BEREMOVED AND RELOCATEDPER THIS PLANSD4SD5PROPERTYLINE, TYP.ELLA STREETIRIS STREETGEORGE STREETJOHNSON AVENUELEGENDSTORM DRAINAGEWATER SERVICESANITARY SEWER(E) STORM DRAINAGE(E) WATER SERVICE(E) SANITARY SEWERSDWSSD7SD1SD6SDWS