TE
51 6
4 6
12 9 2
8 89
8 78 10
8 BLDG 1SF BLDG 5SF
BLDG 2SF
50'
100'
100'
125'
100'
60' TETE
SIERRA LANE
CLINTON KEITH ROAD
MITCHELL ROADPARCEL 13
FUTURE PHASEN.A.P.6)
PARCEL 2
6)
PARCEL 2
9 BLDG 2 SFCOURT-YARD6)
ADJACENT RETAILREGIONAL COMMERCIAL (RC)
ADJACENT RESIDENTIALMULTI-FAMILY 2
ADJACENT RESIDENTIALMULTI-FAMILY 2
ADJACENT RESIDENTIALSINGLE-FAMILY 1
ADA PATHWAY
CL
CL
CAR WASH6)
11 PHASE II
DEL TACO
8 LOADING ZONE25'X15'
ADA PATH OF TRAVELTO HAVE ENHANCED PAVING
ADA PATH OF TRAVELTO HAVE ENHANCED PAVING
CLEAN AIRVEHICLE
2 LOADING ZONE25'X15'
CLEAN AIRVEHICLE
VACUUMSTALL
PARCEL 3
MONUMENT SIGNMONUMENT SIGNMONUMENT SIGN
NEC CLINTON KEITH RD & MITCHELL RDMURRIETA, CALIFORNIASITE PLANScale: 1" = 40'November 8, 2023P:\20\20181 - FREI-Melia Murrieta Site Design &Entitlements\Design\Site\x20180 Site Plan.dwg BICKEL GROUPARCHITECTUREBICKEL GROUP INCORPORATED3600 BIRCH STREET, SUITE 120NEWPORT BEACH, CA 92660P: 949.757.0411 F: 949.757.0511www.bickelgrp.com NORTH
REVISIONS DP-2021-2466, CUP-2021-2467MCUP-2021-2469, TPM-2021-2468PHS-2021-2470LEGAL DESCRIPTIONREAL PROPERTY IN THE CITY OF MURRIETA, COUNTY OFRIVERSIDE, STATE OF CALIFORNIA, DESCRIBED ASFOLLOWS:PARCEL 4 OF PARCEL MAP NO. 36281, IN THE CITY OFMURRIETA, COUNTY OF RIVERSIDE, STATE OFCALIFORNIA, AS PER MAP FILED IN BOOK 235, PAGES 74THROUGH 77, INCLUSIVE, OF PARCEL MAPS,IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.APN: 392-230-035UTILITY INFORMATIONWATER- RANCHO CALIFORNIA WATER DISTRICT42135 WINCHESTER ROAD, TEMECULA, CA 92590(951) 296-6900SEWER - TBDGAS - SOUTHERN CAL GAS COMPANY(800) 427-2200ELECTRICITY- SOUTHERN CALIFORNIA EDISON(800) 655-4555TELEPHONE - FRONTIER COMMUNICATIONS(760) 475-3745295 NORTH SUNRISE WAY, PALM SPRINGS, CA [email protected] TELEVISION - TBDSCHOOL INFORMATIONMURRIETA VALLEY UNIFIED SCHOOL DISTRICT OFFICE41870 MCALBY CT, MURRIETA, CA 92562(951) 696-1600LEGEND PATH OF TRAVEL FOR FIRE/EMERGENCY ACCESS SHORT TERM BIKE PARKING LONG TERM BIKE PARKINGPROJECT TEAM:APPLICANT/DEVELOPER/PROPERTY OWNERNAME: CHRIS BORLANDCOMAPNY: MURRIETA - CATT 2012, LLCADDRESS: 8951 RESEARCH DRIVE, SUITE 100IRVINE, CALIFORNIA 92618PHONE NUMBER: (949) 698-8442EMAIL: [email protected] MANAGERNAME: TOM CARPENTERCOMPANY: ALMQUISTADDRESS: 31801 PASEO ADELANTO, SAN JUANCAPISTRANO, CA 92675VICINITY MAP PROJECT DESCRIPTIONTHE PROJECT CONSISTS OF A DEVELOPMENT PLAN FOR$6)'5,9(7+58&2))((6+23:,7+$6)COURTYARD ON PARCEL 2 AND A GAS STATION WITH SIX03' 38036
¬6)&$5:$6+$1'6)C-STORE AND ON PARCEL 1. IN ADDITION, THE PROPOSALINCLUDES A CONDITIONAL USE PERMIT (CUP) FOR BEERAND WINE SALES WITHIN THE CONVENIENCE STORE ANDA CONDITIONAL USE PERMIT (CUP) TO ALLOW A CARWASH USE WITHIN THIS ZONING DESIGNATION. THEPROPOSAL ALSO INCLUDES A PHASING PLANAPPLICATION FOR THE CONSTRUCTION OF THE PROJECT.THE PROJECT INCLUDES A TENTATIVE PARCEL MAPAPPLICATION TO SUB-DIVIDE THE 5.24 ACRE PROPERTYINTO THREE PARCELS.SITE INFORMATIONLAND USE: COMMERCIALPROPOSED LAND USE: COMMERCIALZONING: NEIGHBORHOOD COMMERCIALPROPOSED ZONING: NEIGHBORHOOD COMMERCIALVINEYARD SPECIFIC PLAN - SP 215/27
6)
$&5(6
/27
6)
$&5(6
/27
6)
$&5(6
FLOOR AREA BREAKDOWN:&$5:$6+
6)&6725(
6)*$6&$123<
6)
6)&$123<$%29(
&2))((6+23
6)
PLEASE NOTE: PROJECT IS LOCATED IN VERYHIGH FIRE SEVERITY ZONE AND ALL STRUCTURE SHALLCOMPLY WITH CBC CHAPTER 7A REQUIREMENTS
MITCHELL RD
FWY 215
SIERRA LN
CLINTON KEITH RD
McELWAIN RD
TENANT/SPACEAREAPARKINGREQ'TSTALLSREQ'DC-STORE+CARWASH6)+6)CAR WASHTUNNEL1/200 SF2.5 QUEUING+ DRYING+ 1/2 PUMPCREDIT 1921.5USECONVENIENCESTORE +SELF SERVICEWASHINGDUTCHBROS6)96)41/100 SF1/100 SFDUTCHBROSPATIOFOODPATIO PARKING REQUIREMENT:
CODEREQ'TPROVIDED
NOTSPECIFIED6)NOT SPECIFIEDFARTOTAL BUILDINGAREANOTSPECIFIEDLOTCOVERAGEMIN 15%3$5&(/ 6)(21% in project scope)3$5&(/
6)(21%)3$5&(/
6)
LANDSCAPE AREAREQUIREMENT
NONE2.3 ACRESMINIMUMSITE AREA35 FEETC-STORE: 22'-4"DB: 24'-0"MAXIMUMBUILDING HEIGHT TOTAL STALLS REQUIRED: 34.5 STALLSTOTAL STALLS PROVIDED: 35 STALLS + 6 PUMP CREDIT = 41 STALLS
SITEINFORMATION
STALLSPRVD'D
14 21
PROVIDED
COFFEE
REFUSE (24 SF) + RECYCLING (24SF) FOR A TOTAL AREA OF (48 SF) +A CONTAINER FOR ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: IIIC-STOREREFUSE/RECYCLINGREQUIRED REFUSE (12 SF) + RECYCLING (12SF) FOR A TOTAL AREA OF (24 SF) +A CONTAINER FOR ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: III 5()86(
6)
5(&<&/,1*
6)
)25$727$/$5($2)
6)
+ A CONTAINER FOR ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: III5()86(
6)
5(&<&/,1*
6)
)25$727$/$5($2)
6)
$&217$,1(5)25ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: III 27 WITH50% PUMPCREDIT
LONG TERM BIKE @ 5%OF PARKING SPACES2 LONG TERM LOCKABLE AND 2SHORT TERM BIKES PER TENANTCAL GREENBIKE PARKING 1 1
11 1
1 1
1 1
1 1
TE
51 6
4 6
12 9 2
8 89
8 78 10
8 BLDG 1SF BLDG 5SF
BLDG 2SF
50'
100'
100'
125'
100'
60' TETE
SIERRA LANE
CLINTON KEITH ROAD
MITCHELL ROADPARCEL 13
FUTURE PHASEN.A.P.6)
PARCEL 2
6)
PARCEL 2
9 BLDG 2 SFCOURT-YARD6)
ADJACENT RETAILREGIONAL COMMERCIAL (RC)
ADJACENT RESIDENTIALMULTI-FAMILY 2
ADJACENT RESIDENTIALMULTI-FAMILY 2
ADJACENT RESIDENTIALSINGLE-FAMILY 1
ADA PATHWAY
CL
CL
CAR WASH6)
11 PHASE II
DEL TACO
8 LOADING ZONE25'X15'
ADA PATH OF TRAVELTO HAVE ENHANCED PAVING
ADA PATH OF TRAVELTO HAVE ENHANCED PAVING
CLEAN AIRVEHICLE
2 LOADING ZONE25'X15'
CLEAN AIRVEHICLE
VACUUMSTALL
PARCEL 3
MONUMENT SIGNMONUMENT SIGNMONUMENT SIGN
NEC CLINTON KEITH RD & MITCHELL RDMURRIETA, CALIFORNIASITE PLANScale: 1" = 40'November 8, 2023P:\20\20181 - FREI-Melia Murrieta Site Design &Entitlements\Design\Site\x20180 Site Plan.dwg BICKEL GROUPARCHITECTUREBICKEL GROUP INCORPORATED3600 BIRCH STREET, SUITE 120NEWPORT BEACH, CA 92660P: 949.757.0411 F: 949.757.0511www.bickelgrp.com NORTH
REVISIONS DP-2021-2466, CUP-2021-2467MCUP-2021-2469, TPM-2021-2468PHS-2021-2470LEGAL DESCRIPTIONREAL PROPERTY IN THE CITY OF MURRIETA, COUNTY OFRIVERSIDE, STATE OF CALIFORNIA, DESCRIBED ASFOLLOWS:PARCEL 4 OF PARCEL MAP NO. 36281, IN THE CITY OFMURRIETA, COUNTY OF RIVERSIDE, STATE OFCALIFORNIA, AS PER MAP FILED IN BOOK 235, PAGES 74THROUGH 77, INCLUSIVE, OF PARCEL MAPS,IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.APN: 392-230-035UTILITY INFORMATIONWATER- RANCHO CALIFORNIA WATER DISTRICT42135 WINCHESTER ROAD, TEMECULA, CA 92590(951) 296-6900SEWER - TBDGAS - SOUTHERN CAL GAS COMPANY(800) 427-2200ELECTRICITY- SOUTHERN CALIFORNIA EDISON(800) 655-4555TELEPHONE - FRONTIER COMMUNICATIONS(760) 475-3745295 NORTH SUNRISE WAY, PALM SPRINGS, CA [email protected] TELEVISION - TBDSCHOOL INFORMATIONMURRIETA VALLEY UNIFIED SCHOOL DISTRICT OFFICE41870 MCALBY CT, MURRIETA, CA 92562(951) 696-1600LEGEND PATH OF TRAVEL FOR FIRE/EMERGENCY ACCESS SHORT TERM BIKE PARKING LONG TERM BIKE PARKINGPROJECT TEAM:APPLICANT/DEVELOPER/PROPERTY OWNERNAME: CHRIS BORLANDCOMAPNY: MURRIETA - CATT 2012, LLCADDRESS: 8951 RESEARCH DRIVE, SUITE 100IRVINE, CALIFORNIA 92618PHONE NUMBER: (949) 698-8442EMAIL: [email protected] MANAGERNAME: TOM CARPENTERCOMPANY: ALMQUISTADDRESS: 31801 PASEO ADELANTO, SAN JUANCAPISTRANO, CA 92675VICINITY MAP PROJECT DESCRIPTIONTHE PROJECT CONSISTS OF A DEVELOPMENT PLAN FOR$6)'5,9(7+58&2))((6+23:,7+$6)COURTYARD ON PARCEL 2 AND A GAS STATION WITH SIX03' 38036
¬6)&$5:$6+$1'6)C-STORE AND ON PARCEL 1. IN ADDITION, THE PROPOSALINCLUDES A CONDITIONAL USE PERMIT (CUP) FOR BEERAND WINE SALES WITHIN THE CONVENIENCE STORE ANDA CONDITIONAL USE PERMIT (CUP) TO ALLOW A CARWASH USE WITHIN THIS ZONING DESIGNATION. THEPROPOSAL ALSO INCLUDES A PHASING PLANAPPLICATION FOR THE CONSTRUCTION OF THE PROJECT.THE PROJECT INCLUDES A TENTATIVE PARCEL MAPAPPLICATION TO SUB-DIVIDE THE 5.24 ACRE PROPERTYINTO THREE PARCELS.SITE INFORMATIONLAND USE: COMMERCIALPROPOSED LAND USE: COMMERCIALZONING: NEIGHBORHOOD COMMERCIALPROPOSED ZONING: NEIGHBORHOOD COMMERCIALVINEYARD SPECIFIC PLAN - SP 215/27
6)
$&5(6
/27
6)
$&5(6
/27
6)
$&5(6
FLOOR AREA BREAKDOWN:&$5:$6+
6)&6725(
6)*$6&$123<
6)
6)&$123<$%29(
&2))((6+23
6)
PLEASE NOTE: PROJECT IS LOCATED IN VERYHIGH FIRE SEVERITY ZONE AND ALL STRUCTURE SHALLCOMPLY WITH CBC CHAPTER 7A REQUIREMENTS
MITCHELL RD
FWY 215
SIERRA LN
CLINTON KEITH RD
McELWAIN RD
TENANT/SPACEAREAPARKINGREQ'TSTALLSREQ'DC-STORE+CARWASH6)+6)CAR WASHTUNNEL1/200 SF2.5 QUEUING+ DRYING+ 1/2 PUMPCREDIT 1921.5USECONVENIENCESTORE +SELF SERVICEWASHINGDUTCHBROS6)96)41/100 SF1/100 SFDUTCHBROSPATIOFOODPATIO PARKING REQUIREMENT:
CODEREQ'TPROVIDED
NOTSPECIFIED6)NOT SPECIFIEDFARTOTAL BUILDINGAREANOTSPECIFIEDLOTCOVERAGEMIN 15%3$5&(/ 6)(21% in project scope)3$5&(/
6)(21%)3$5&(/
6)
LANDSCAPE AREAREQUIREMENT
NONE2.3 ACRESMINIMUMSITE AREA35 FEETC-STORE: 22'-4"DB: 24'-0"MAXIMUMBUILDING HEIGHT TOTAL STALLS REQUIRED: 34.5 STALLSTOTAL STALLS PROVIDED: 35 STALLS + 6 PUMP CREDIT = 41 STALLS
SITEINFORMATION
STALLSPRVD'D
14 21
PROVIDED
COFFEE
REFUSE (24 SF) + RECYCLING (24SF) FOR A TOTAL AREA OF (48 SF) +A CONTAINER FOR ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: IIIC-STOREREFUSE/RECYCLINGREQUIRED REFUSE (12 SF) + RECYCLING (12SF) FOR A TOTAL AREA OF (24 SF) +A CONTAINER FOR ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: III 5()86(
6)
5(&<&/,1*
6)
)25$727$/$5($2)
6)
+ A CONTAINER FOR ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: III5()86(
6)
5(&<&/,1*
6)
)25$727$/$5($2)
6)
$&217$,1(5)25ORGANICSWALL HEIGHT: 6'CONSTRUCTION TYPE: III 27 WITH50% PUMPCREDIT
LONG TERM BIKE @ 5%OF PARKING SPACES2 LONG TERM LOCKABLE AND 2SHORT TERM BIKES PER TENANTCAL GREENBIKE PARKING 1 1
11 1
1 1
1 1
1 1
CLINTON KEITH ROADSIERRA LANE
SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEVDEL TACO APN #392270037RC
SIERRA LANE PARTNERSAPN #392270038RC
MV PROPAPN #392270041RC
MG MITCHELL PLACE APRT. APN #392230036MF-2
RAMON GABRIEL QUINTEROAPN #900101009SF-1CARL GALLOWAY APN #900101008SF-1MARVIN K HALLAPN #900101007SF-1JEFFERY TRENTON COOKAPN #900101006SF-1FELIX M MARTINEZAPN #900101005SF-1 CATT MURRIETAAPN #392230035RC
EE
TEL
MITCHELL ROADPROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
CIVIL ENGINEER
ABBREVIATIONS & SYMBOLS
WV
R/W
GBFGWATER VALVE
RIGHT OF WAY
FS
R
C
FL
L
FF
PROPERTY LINE
TC
PLPROPOSED CONTOURPROPOSED ELEVATION
FIRE HYDRANT
INVERT ELEVATIONEXISTING ELEVATIONEXISTING CONTOURXX.XX(XX.XX)INV XX(XX)
WATER METERTWBWWMPOWER POLETRAFFIC SIGNALW
SD
SS
STORM DRAIN
WATER METERWATERWATER VALVE
SANITARY SEWERTRAFFIC SIGNAL PULL BOX
FIRE DEPT. CONNECTIONPOST INDICATOR VALVEMWMONITOR WELL
SSMHTSPBELECTS
SDMH
ELECTRIC
SEWER MANHOLETRAFFIC SIGNAL
DRAIN MANHOLE
GAS
SL
G
CB
STREET LIGHT
CATCH BASIN
BACKFLOWWM
COCLEANOUT
PROPPROPOSED
TMHTELEPHONE MANHOLE
PAPLANTING AREA
DTDIRT
ACASPHALT CONCRETE
LIPLIP OF GUTTER
BMBENCHMARKS/WSIDEWALK
EXEXISTING
BCRBEGINNING OF CURB RETURN
DETECTOR CHECK (DCDA OR RPDA)PIPRESSURIZED IRRIGATION
FINISHED FLOOR
TOP OF CURB
FINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAK
CENTERLINE
RIDGE LINE
BACK OF WALKTOP OF WALLEPEDGE OF PAVEMENT
ABAGGREGATE BASETFTOP OF FOOTING
PBPULLBOX
ECREND OF CURB RETURNCFCURB FACEEPBELECTRIC PULLBOXEMHELECTRIC MANHOLE
GAS METERGM
CICAST IRONVCPVITRIFIED CLAY PIPE
PVCPOLYVINYL CHLORIDE
ACPASBESTOS-CEMENT PIPETTELEPHONE
ESTREET LIGHTELECTRIC MANHOLESTORM DRAIN MANHOLESEWER MANHOLETELEPHONE MANHOLEDSTELECTRIC LINES OVERHEADEOHEGTSSDELECTRIC LINEWGAS LINETELEPHONE LINESEWER LINESTORM DRAIN LINEWATER LINE PROJECT BENCH MARK:BASIS OF BEARINGS
EARTHWORK
SHEET INDEX
VICINITY MAP
SOILS ENGINEERSURVEYOR
LEGAL DESCRIPTION
COMCITY OF MURRIETA
FLOOD ZONE
ZONING INFORMATION
PROJECT NOTES
1TITLESHEET
NEC OF CLINTON KEITH RD. & MITCHELL RD.GRADING PLANSMURRIETA, CAAPN: 392-230-035TENTATIVE PARCEL MAP NO. 38837 n050100SCALE: 1:50
SITE AREAPROPOSED PARCEL AREAS
S S
S
SIERRA LANE PARTNERSAPN #392270038
APN #392270041
CATT MURRIETAAPN #392230035RC
E
E
TELCATV
TELCATV
CATV
SIERRA LANE
MITCHELLROAD
AA
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
SEE SHEET 3 FOR CONTINUATION
NOTE:
PAVING LEGEND
4" PCC SIDEWALKAC PAVEMENTPCC PAVEMENTLANDSCAPING.INSTALL IRRIGATION& LANDSCAPING PERSEPARATE PLANS7" PCC OVER 4" AB ORPER GEOTECHNICALRECOMMENDATIONS3" PCC OVER 4.5" AB ORPER GEOTECHNICALRECOMMENDATIONS 2CONCEPTUALGRADING &DRAINAGEPLAN
n02040SCALE: 1:20
PARCEL 3
SD
SDSD
S
SS
S
S
T T
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV
ETELCATV
TELCATVCLINTON KEITH ROAD
503.00FF
503.75FF
502.50FF501.83PAD
MITCHELLROAD
BLDG. 1
BLDG. 2
3,700 SF
886 SF
502.33 PAD
502.83PADBB
DD
CC
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
PAVING LEGEND4" PCC SIDEWALKAC PAVEMENTPCC PAVEMENTLANDSCAPING. INSTALL IRRIGATION& LANDSCAPING PERSEPARATE PLANS SEE SHEET 2 FOR CONTINUATION
7" PCC OVER 4" AB ORPER GEOTECHNICAL RECOMMENDATIONS3" PCC OVER 4.5" AB ORPER GEOTECHNICAL RECOMMENDATIONS NOTE:
3CONCEPTUALGRADING &DRAINAGEPLAN
PARCEL 1PARCEL 2
n02040SCALE: 1:20
CONCRETE BLOCK SLOUGH WALL EXAMPLE
A-A SECTIONNTSB-B SECTIONNTS
D-D SECTIONNTSC-C SECTIONNTS
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
4CROSSSECTIONS
DETAIL: STORMTECH DETENTION CHAMBERS
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
DETAILS5
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
DETAILS6
DETAIL: FUEL STATION DRY SUMPSECTION
DETAIL: DISCHARGE STRUCTURE
503.00FF
503.75FF
502.50FF501.83PADBLDG. 1
BLDG. 2
3,700 SF
886 SF
502.33 PAD
502.83PAD
SD
SDSD
S S
S
SS
S
S
T T
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV APN #392270037
SIERRA LANE PARTNERSAPN #392270038
APN #392270041
MURRIETA VISTA BELLA HOMEOWNERS APN #392231017MF-2
MG MITCHELL PLACE APRT. APN #392230036MF-2
MARVIN K HALLAPN #900101007JEFFERY TRENTON COOKAPN #900101006SF-1FELIX M MARTINEZAPN #900101005SF-1 CATT MURRIETAAPN #392230035RC
E
E
CLINTON KEITH ROADSIERRA LANEMITCHELL ROAD
WATER CONSTRUCTION NOTESSEWER CONSTRUCTION NOTES
FIRE-WATER CONSTRUCTION NOTES
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
DETAIL: FIRE RISER CONNECTION
NOTE:
n04080SCALE: 1:407WETUTILITYPLAN
SD
SDSD
S
SS
S
S
T T
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV
E
CLINTON KEITH ROAD
MITCHELL ROAD
STORM DRAIN CONSTRUCTION NOTES
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
n3060SCALE: 1:30
8PRELIMINARYSTORMDRAINPLAN
0 SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV
E
E
TEL
CLINTON KEITH ROADSIERRA LANEMITCHELL ROAD
LEGENDEROSION CONTROL NOTES:
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 9 NEC OF CLINTON KEITHRD. & MITCHELL RD.
9EROSIONCONTROLPLANn04080SCALE: 1:40
140'
110'
140'
150'
125'
SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEVDEL TACO APN #392270037RC
SIERRA LANE PARTNERSAPN #392270038RC
MV PROPAPN #392270041RC
MURRIETA VISTA BELLA HOMEOWNERS APN #392231017MF-2
MG MITCHELL PLACE APRT. APN #392230036MF-2
RAMON GABRIEL QUINTEROAPN #900101009SF-1CARL GALLOWAY APN #900101008SF-1MARVIN K HALLAPN #900101007SF-1JEFFERY TRENTON COOKAPN #900101006SF-1FELIX M MARTINEZAPN #900101005SF-1 CATT MURRIETAAPN #392230035RC
TEL
CLINTON KEITH ROADSIERRA LANE
MITCHELL
503.00FF
503.75FF
502.50FF501.83PAD
ROADMITCHELLROAD
BLDG. 1
BLDG. 2
3,700 SF
886 SF
502.33 PAD
502.83PAD
CIVIL ENGINEER
ABBREVIATIONS & SYMBOLS
WV
R/W
GBFGWATER VALVE
RIGHT OF WAY
FS
R
C
FL
L
FF
PROPERTY LINE
TC
PLPROPOSED CONTOURPROPOSED ELEVATION
FIRE HYDRANT
INVERT ELEVATIONEXISTING ELEVATIONEXISTING CONTOURXX.XX(XX.XX)INV XX(XX)
WATER METERTWBWWMPOWER POLETRAFFIC SIGNALW
SD
SS
STORM DRAIN
WATER METERWATERWATER VALVE
SANITARY SEWERTRAFFIC SIGNAL PULL BOX
FIRE DEPT. CONNECTIONPOST INDICATOR VALVEMWMONITOR WELL
SSMHTSPBELECTS
SDMH
ELECTRIC
SEWER MANHOLETRAFFIC SIGNAL
DRAIN MANHOLE
GAS
SL
G
CB
STREET LIGHT
CATCH BASIN
BACKFLOWWM
COCLEANOUT
PROPPROPOSED
TMHTELEPHONE MANHOLE
PAPLANTING AREA
DTDIRT
ACASPHALT CONCRETE
LIPLIP OF GUTTER
BMBENCHMARKS/WSIDEWALK
EXEXISTING
BCRBEGINNING OF CURB RETURN
DETECTOR CHECK (DCDA OR RPDA)PIPRESSURIZED IRRIGATION
FINISHED FLOOR
TOP OF CURB
FINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAK
CENTERLINE
RIDGE LINE
BACK OF WALKTOP OF WALLEPEDGE OF PAVEMENT
ABAGGREGATE BASETFTOP OF FOOTING
PBPULLBOX
ECREND OF CURB RETURNCFCURB FACEEPBELECTRIC PULLBOXEMHELECTRIC MANHOLE
GAS METERGM
CICAST IRONVCPVITRIFIED CLAY PIPE
PVCPOLYVINYL CHLORIDE
ACPASBESTOS-CEMENT PIPETTELEPHONE
ESTREET LIGHTELECTRIC MANHOLESTORM DRAIN MANHOLESEWER MANHOLETELEPHONE MANHOLEDSTELECTRIC LINES OVERHEADEOHEGTSSDELECTRIC LINEWGAS LINETELEPHONE LINESEWER LINESTORM DRAIN LINEWATER LINE PROJECT BENCH MARK:BASIS OF BEARINGSSHEET INDEX
VICINITY MAP
SOILS ENGINEERSURVEYOR
APN: 392-230-035PHASING PLANSMURRIETA, CA 92562NEC OF CLINTON KEITH RD. & MITCHELL RD.FORTENTATIVE PARCEL MAP NO. 38837LEGAL DESCRIPTION
COMCITY OF MURRIETA
FLOOD ZONEZONING INFORMATION
1TITLESHEET
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 5 NEC OF CLINTON KEITHRD. & MITCHELL RD.STREET IMPROVEMENT PLAN SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
8K SUL
12K DSL
20K REGULAR
TEL
CLINTON KEITH ROADSIERRA LANE
MITCHELLROADMITCHELLROAD
PHASE 1 SCOPE OF WORK:
PHASING LEGENDCURRENT PHASE OFSCOPE OF WORK
2 PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 5 NEC OF CLINTON KEITHRD. & MITCHELL RD.STREET IMPROVEMENT PLAN PHASE 1
n04080SCALE: 1:40
SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV
TEL
CLINTON KEITH ROADSIERRA LANE
MITCHELL
503.00FF
503.75FF
502.50FF501.83PAD
ROADMITCHELLROAD
BLDG. 1
BLDG. 2
3,700 SF
886 SF
502.33 PAD
502.83PAD
PHASE 2 SCOPE OF WORK:
PHASING LEGENDCURRENT PHASE OFSCOPE OF WORK
3PHASE 2
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 5 NEC OF CLINTON KEITHRD. & MITCHELL RD.STREET IMPROVEMENT PLAN n04080SCALE: 1:40
CONCRETE BLOCK SLOUGH WALL EXAMPLE
SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV
TEL
CLINTON KEITH ROADSIERRA LANE
MITCHELL
503.00FF
503.75FF
502.50FF501.83PAD
ROADMITCHELLROAD
BLDG. 1
BLDG. 2
3,700 SF
886 SF
502.33 PAD
502.83PAD
PHASE 3 SCOPE OF WORK:
PHASING LEGENDCURRENT PHASE OFSCOPE OF WORK
4PHASE 3
PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 5 NEC OF CLINTON KEITHRD. & MITCHELL RD.STREET IMPROVEMENT PLAN n04080SCALE: 1:40
ALTERNATIVE PHASE 3 SCOPE OF WORK:
SD
SDSD
S S
S
SS
S
S
T T
SD
CO
CO
CO
CO
W
8K SUL
12K DSL
20K REGULAR
EVEV
TEL
CLINTON KEITH ROADSIERRA LANE
MITCHELL
503.00FF
503.75FF
502.50FF501.83PAD
ROADMITCHELLROAD
BLDG. 1
BLDG. 2
3,700 SF
886 SF
502.33 PAD
502.83PAD
PHASE 4: SCOPE OF WORK:
PHASING LEGENDCURRENT PHASE OFSCOPE OF WORK
5 PROFESSIONAL SEAL
DESCRIPTIONDATE#REVISION RECORD
SHEET NUMBERMURRIETA, CAC3 CIVILNNGI NGIR10870 W. FAIRVIEW DRSTE 102-1187BOISE, ID 83713(208) [email protected] DATE: 11/15/2023SHEET TITLEC3 JOB NO: 22-010DRAWN BY: NMCHECKED BY: TH of 5 NEC OF CLINTON KEITHRD. & MITCHELL RD.STREET IMPROVEMENT PLAN PHASE 4
n04080SCALE: 1:40
33'EX. CAP
28'
XFMR PAD(72"x94")
SLAB BOX(8' x 10')
4-4" SVCSB TO PNL
ELECSES*1000A
C.O. 1-5" PRIP/L TO SB
C.O. 1-5" PRIPB TO PAD
2-4" SVCSB TO PNL
ELECPNL*800A
1-5" PRI (150')P/U PT TO PB
PULLBOX(3'x5')
6'
MPOE
MPOE
E
9'3'
PULLBOX(3'x5')
FOR REFERENCE ONLY;CONDUIT, PIPE ANDSTRUCTURES TO BEINSTALLED BY CIRCLE K E E
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GASGAS
GAS
GAS
GAS
GASGAS
TELPB(2'x3')CATV PB(2'x3')
GAS
GAS
GAS
GASGAS
GAS: 1-2" MAIN TO CAPGAS
GASGASGASGASGAS
TELCATV
GASGASGAS
GASGASGASGASGASGASGASGASGAS
TELCATV
TELCATV
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W W W
SS SS SS
SS SS SS SS
SS
SS
SS
SS
SS
SS SS
SS
WW
W
W
W
W
WWWWWW W
W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD SD SD SDSD SD SD SD
SDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSD
SD
SD
SDSDSD
SD
SD
SDSDSD
W
W
W
W
W
W
W
SDSD
W
WW
W
W
W
W
W
SDSD
SD
SD
SD
S
S
ST
T
||
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501.50FF
503.50FF
501.00FF
SSSSSSSS
SS
SS
SSSSSS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSS
WWW WWWWWWW
WWWW
SSSSSS SSSSSSSSSSSS
W WWWW
W
W
W
W
WWWWW
W
W
W
W
SS
SS
SS
SS
SS
SS
SSSSSS
SS
SS
W
W
W
W
WWW
W
W
W
W
8K SUL
12K DSL
20K REGULAR
EVEV
Limit of Work
Limit of Work
Limit of Work Limit of Work
PER SEPARATE FUTURE SUBMITTAL
C L I N T O N K E I T H R O A D
M I T C H E L L R O A D
Limit of Work
TREESCODEBOTANICAL NAMECOMMON NAMESIZEWUCOLSSPACINGQTYREMARKSCer desCercidium x 'Desert Museum'Desert Museum Palo Verde36"LowPer Plan20MultiGei parGeijera parvifloraAustralian Willow24"MedPer Plan6MultiCsl sycPlatanus racemosaCalifornia Sycamore24"LowPer Plan10StandardRhu lanRhus lanceaAfrican Sumac36"LowPer Plan7Standard
PLANT SCHEDULE
SHRUBSBOTANICAL NAMECOMMON NAMESIZEWUCOLSSPACINGQTYREMARKSAgave americanaCentury Plant5 gVery Low60" o.c.37Hesperaloe parvifloraRed Yucca5 gLow36" o.c.29Hesperaloe parviflora 'Brakelights'Brakelights Red Yucca5 gLow36" o.c.20Westringia fruticosa `Blue Gem`Coast Rosemary15 gLow48" o.c.141Yucca gloriosa v recurvifolia 'Bright Star'Bright Star Yucca15 gLow48" o.c.27VINESBOTANICAL NAMECOMMON NAMESIZEWUCOLSSPACINGQTYREMARKSMacfadyena unguis-catiCat`s Claw Vine5 gLowper plan6GROUND COVERSBOTANICAL NAMECOMMON NAMESIZEWUCOLSSPACINGQTYREMARKSCarex divulsaBerkeley Sedge1 gLow18" o.c.2,983Lantana sellowiana `MonPur`Purple Potion Trailing Lantana1 gLow48" o.c.633Groundcover with Winter hardiness:10-15 degrees farenheit.Westringia fruticosa `Low Horizon`Low Horizon Coast Rosemary5 gLow36" o.c.651
PLANT SCHEDULE
TREESTREE DIAMETER / SHADE SIZE AT 15 YEAR TREE GROWTH
Cercidium x 'Desert Museum' (Desert Museum Palo Verde)28ft30ftPlatanus racemosa (California Sycamore)Arbutus 'Marina' (Strawberry Tree)15 ft 32ftRhus lancea (African Sumac)
PARKING AREA TREE SHADE COVER[AT 15 YEAR TREE CANOPY SIZE]Takeoff: 2,337 sf TOTAL PARKING AREATakeoff: 5,811 sf
AREA CALCULATIONSTREE SHADE AND PARKING
ENHANCED STAMPED PAVINGBrickform & Soloman Colors, Inc.Color: 288 Rosemary (base) and 288 Straw (accent)Pattern: 36'' Ashlar Cut SlateThickness: per soils report NOTES:1.All landscape improvements to be maintained byproperty owner.2.Utilities and light standard locations shall becoordinated with Owner’s engineering team toavoid conflicts with required tree locations andutility screening.3.Irrigation (including spray and/or drip and a smartirrigation controller) will be provided, in theConstruction Document phase, and to be installedper local California water regulations (AB1881)and per the City of Murrieta CommercialLandscape Standards.4.Refer to Civil Engineer's Plans for all perimeterwall locations, drainage and grading information.5.Refer to Architect's Plans for all hardscapefeatures and site lighting.6.Landscape design, including but not limited to treegroupings and required setbacks, shall be inaccordance with Murrieta Fire & Rescueguidelines, standards, and policies.7.Trees are to be located so that the maturecanopies do not encroach into the access roadclear zone of 28 feet wide and 13.5 feet high.Reposition any tree in conflict with this restriction.8.Plant low shrubs and groundcover around signagefeatures where applicable.9.For phased projects, vacant pads to be developedat a future date are required to provide a livinggroundcover, an ornamental low growing,fire-resistant native hydroseed mix may beacceptable.Landscaping within vacant pad sitesshall not be counted towards meeting thelandscape area requirements.10.For Parcels 1 & 2, the irrigation equipment shall beinstalled to provide a fully operational system, capableof efficiently providing adequate water to alllandscaping.11.The owner's Landscape Architect shall provideinspections throughout the landscape installationprocess. For each phase of occupancy, the ownershall provide the City with a Landscape Certificate ofCompletion documentation package and a FinalInspection prior to occupancy for the phase shall berequired.
MURRIETA MULTI-USE COMMERCIALMelia Homes
Project No.: MH01Date: November 08, 20234th City Submittal N.E.C Mitchell & Clinton Keith Rd., Murrieta, CA
40'Scale: 1" = 20'0 20'10'
**NOTE: Planting legends scaled to 1'' = 25' to fit on page.
PARKING LOT TREE CRITERIAPARKING SPACESPERCENT SHADED25-4940% SHADED MIN.40.2%REQUIREDPROVIDED35 Schematic Landscape Plan
Temporary fencing, by owner. See spec in Civil Plans.
Temporary fencing, by owner. See spec in Civil plans.
2022 California Fire Code4906.1 General.Planting of vegetation for new landscaping shall beselected to reduce non-fire-resistant vegetation inproximity to a structure and to maintain vegetation as itmatures.4906.2 Application. All new plantings of vegetation inState Responsibility Areas (SRA) and Local ResponsibilityAreas (LRA) designated as a Very High Fire HazardSeverity Zone shall comply with Sections 4906.3 through4906.5.3.4906.3 Landscape plans. Landscape plans shall beprovided when required by the enforcing agency. Thelandscape plan shall include development andmaintenance requirements for the vegetationmanagement zone adjacent to structures and roadways,and to provide significant fire hazard reduction benefitsfor public and firefighting safety.4906.3.1 Contents.Landscape plans shall contain the following:1.Delineation of the 30-foot (9144 mm) and 100-foot(30.5 m) fuel management zones from all structures.2.Identification of existing vegetation to remain andproposed new vegetation.3.Identification of irrigated areas.4.A plant legend with both botanical and commonnames, and identification of all plant material symbols.5.Identification of ground coverings within the 30-foot(9144 mm) zone. 4906.4 Vegetation.All new vegetation shall be fire-resistant vegetation inaccordance with this section. Exception: Trees classifiedas non-fire-resistant vegetation complying with Section4906.4.2.1.To be considered fire-resistant vegetation, it must meetat least one of the following:1.Be identified as fire-resistant vegetation in anapproved book, journal or listing from an approvedorganization.2.Be identified as fire-resistant vegetation by alicensed landscape architect with supportingjustification.3.Plants considered fire-resistant vegetation andapproved by the local enforcing agency.4906.4.1 Shrubs.All new plantings of shrubs shall comply with thefollowing:1.Shrubs shall not exceed 6 feet (1829 mm) in height.2.Groupings of shrubs are limited to a maximumaggregate diameter of 10 feet (3048 mm).3.Shrub groupings shall be separated from othergroupings a minimum of 15 feet (4572 mm).4.Shrub groupings shall be separated from structuresa minimum of 30 feet (9144 mm).5.Where shrubs are located below or within a tree'sdrip line, the lowest tree branch shall be a minimumof three times the height of the understory shrubs or10 feet (3048 mm), whichever is greater. 4906.4.2 Trees.Trees shall be managed as follows within the 30-foot(9144 mm) zone of a structure:1.New trees shall be planted and maintained so thatthe tree's drip line at maturity is a minimum of 10feet (3048 mm) from any combustible structure.2.The horizontal distance between crowns of newtrees and crowns of adjacent trees shall not be lessthan 10 feet (3048 mm).3.Existing trees shall be trimmed to provide aminimum separation of 10 feet (3048 mm) awayfrom chimney and stovepipe outlets per Title 14,Section 1299.03.4906.4.2.1 Non-fire-resistant vegetation.New trees not classified as fire-resistant vegetation, suchas conifers, palms, pepper trees and eucalyptus species,shall be permitted provided the tree is planted andmaintained so that the tree's drip line at maturity is aminimum 30 feet (9144 mm) from any combustiblestructure.FUEL MANAGEMENT ZONES100' Fuel Buffer Zone Building Setback -Irrigated and Fire Resistant30' Fuel Buffer Zone - Shrub Free Zone10' Fuel Buffer Zone - Tree Free Zone30' Non Combustible Setback from CL of Street 100 ft fire setback zone.
10 ft building fire setback zone.
100 ft fire setback zone.
30 ft building fire setback zone.
30 ft building fire setback zone.10 ft building fire setback zone. 30 ft building fire setback zone.
Existing rocks in parkway to remain in place.
Existing rocks in parkway to remain in place.
Existing rocks in parkway to remain in place.
TOTAL SITE AREA (Parcel 1 & 2): 100,188 SF (2.3 Acres)TOTAL LANDSCAPE AREA (Lot 1 & 2): 20,129 SF- Total Landscape Area (Parcel 1): ±11,757 SF- Total Landscape Area (Parcel 2): ±9,498 SFTOTAL LANDSCAPE AREA PERCENTAGE REQUIRED: 15%- Total Landscape Area Percentage (Parcel 1): 21%- Total Landscape Area Percentage (Parcel 2): 21%PARKING LOT LANDSCAPE AREA: ±10,000 SF (10%) Future access aisle into adjacent property TBD, per Civil Engineer's plans.Fire access lane, per Civil Engineer plans. Mature canopiesare to be maintained so that they do not encroach into theaccess road clear zone of 28 feet wide and 13.5 feet high.
Fire access lane, per Civil Engineer plans. Mature canopiesare to be maintained so that they do not encroach into theaccess road clear zone of 28 feet wide and 13.5 feet high.
Landscaping for the street frontage to be completed in accordance to Landscape Phasing exhibit.To be further addressed in the conditions of approval.
Landscaping for the street frontage to be completed in accordance to Landscape Phasing exhibit.To be further addressed in the Conditions of Approval.Proposed monument signagefeature, per Architecture Plans.Final logo and design per futureSign Program.
Proposed retaining wall,per Architecture Plans.
Proposed pole light,by others.
Enhanced stamped paving.
Enhanced stamped paving.
ADA Path of Travel.
ADA Path of Travel.
NOTE: We've provided as many trees on site as possible while still meeting the treespacing requirements due to fuel mod. zones and utility setbacks. Due to these spacingrequirements, we are 7 trees short from meeting the City's requirement to provide onetree for every 300SF of required landscape area. To make up for the lack of 7 trees, weare providing 43 trees (100% of our site trees) at 24'' box size or larger. Therefore, weare providing 28 additional trees than required at 24'' box size or greater.
REVISIONSDATEREMARKS11/08/2023All PC3 revisions clouded on plan Proposed monumentsignage feature, perArchitecture Plans.Final logo and designper future SignProgram.
Proposed monument signagefeature, per Architecture Plans.Final logo and design per futureSign Program.
CIRCLE KNEC CLINTON KEITH ROAD & MITCHELL ROADMURRIETA, CA20210147.0CIRCLE K STORES INC.255 E. Rincon St. Ste 100Corona, California 92879t: (866) 371-2205LAND DEVELOPMENT CONSULTANTS, LLC3281 E. Guasti Rd. Suite #700Ontario, California 91761t: (909) 974-8422CIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC. 30 Executive ParkSuite 100Irvine, CA 92614t: 949 296 0450 BUILDING EXTERIOR ELEVATIONS 3700 & CAR WASHSCALE: AS NOTEDA-303/29/23
BCS
BCS
30 GL CHEMICAL DRUM30 GL CHEMICAL DRUM30 GL CHEMICAL DRUM
CONCRETEPAD
CONCRETEPAD
CONCRETEPAD
BUILDING FLOOR PLAN 3700 & CAR WASHSCALE: AS NOTEDA-111/04/2021CIRCLE KNEC CLINTON KEITH ROAD & MITCHELL ROADMURRIETA, CA20210147.0CIRCLE K STORES INC.255 E. Rincon St. Ste 100Corona, California 92879t: (866) 371-2205LAND DEVELOPMENT CONSULTANTS, LLC3281 E. Guasti Rd. Suite #700Ontario, California 91761t: (909) 974-8422CIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC. 30 Executive ParkSuite 100Irvine, CA 92614t: 949 296 0450 CIRCLE KNEC CLINTON KEITH ROAD & MITCHELL ROADMURRIETA, CA20210147.0CIRCLE K STORES INC.255 E. Rincon St. Ste 100Corona, California 92879t: (866) 371-2205LAND DEVELOPMENT CONSULTANTS, LLC3281 E. Guasti Rd. Suite #700Ontario, California 91761t: (909) 974-8422CIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC. 30 Executive ParkSuite 100Irvine, CA 92614t: 949 296 0450 BUILDING ROOF PLAN PLAN 3700 & CAR WASHSCALE: AS NOTEDA-211/04/2021 1BUILDING ROOF PLAN
Unleaded
Price per gallon, All taxes includedUnleaded Gasoline
Plus
Price per gallon, All taxes includedUnleaded Gasoline
Premium
Price per gallon, All taxes includedUnleaded Gasoline
Unleaded
Price per gallon, All taxes includedUnleaded Gasoline
Plus
Price per gallon, All taxes includedUnleaded Gasoline
Premium
Price per gallon, All taxes includedUnleaded Gasoline
4B5-3A 2-9C
6-7D1A
8E
Unleaded
Price per gallon, All taxes includedUnleaded Gasoline
Plus
Price per gallon, All taxes includedUnleaded Gasoline
Premium
Price per gallon, All taxes includedUnleaded Gasoline
Unleaded
Price per gallon, All taxes includedUnleaded Gasoline
Plus
Price per gallon, All taxes includedUnleaded Gasoline
Premium
Price per gallon, All taxes includedUnleaded Gasoline4B- 3A5 7D 1A
9C8E
4B
3A2-
6-7D
5-
1A
9C8E
B4
3A2-
7D
5-
1A
FUEL CANOPY EXTERIOR ELEVATIONS - DS-6SCALE: AS NOTEDA-403/29/2023 FINISH SCHEDULE132FINISH MATERIAL456
FINISH COLOR
FUEL PUMP6" Ø BOLLARD, 36" HIGH
ABDUNN EDWARDS DEC765 BONEC
ACM PANELSTEEL COLUMN WITH PAINT FINISH
PVC BOLLARD SLEEVE - #SW6236 "GRAYS HARBOR"
Notes:1.Colors shown on these elevations are for illustration purposes only. For actual colors, refer to manufacturer's samples.2.The fascia panels are pre-finished by signage vendor3.All signs require a separate submittal.4.All lighting on canopy to be flush mounted with fascia
NICHIHA LEDGESTONE BLUFF
COLUMN FLAGS BY SIGNAGE VENDORPOTENTIAL SIGN LOCATION (UNDER SEPARATE PERMIT) CIRCLE KNEC CLINTON KEITH ROAD & MITCHELL ROADMURRIETA, CA20210147.0CIRCLE K STORES INC.255 E. Rincon St. Ste 100Corona, California 92879t: (866) 371-2205LAND DEVELOPMENT CONSULTANTS, LLC3281 E. Guasti Rd. Suite #700Ontario, California 91761t: (909) 974-8422CIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC. 30 Executive ParkSuite 100Irvine, CA 92614t: 949 296 0450 7CORNICE MOULDING WITH METAL FLASHING
DSHERWIN WILLIAMS - #SW 6088 "NUTHATCH"E
81-1/2" HIGH NICHIHA FIBER CEMENT CAP INSTALL PER MFR. SPECS. 91 3/8" THK. X 6" NICHIHA KURASTONE HIGH FIBER CEMENT WAINSCOT
NICHIHA CHISELED SILL TAN
SCALE: 1/4" = 1'-0"REAR ELEVATIONSCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" 1
4 +24'-0"
B.O AWNING+10'-6"
+3'-2"
+0'-0"
T.O. PARAPET 3
ELEVATION - WALK-UP WINDOW
3 B.O CANOPY &AWNING
SCALE: 1/4" = 1'-0"
ELEVATION - DRIVE-THRU WINDOW
12'-0"
1B 11'-6"1A
1B
+24'-0"
T.O. PARAPET 3
T.O. CAP+3'-2"
+10'-6"
+10'-6"
+20'-10 1/2"
+24'-0" 1A
EXTERIOR FINISH SCHEDULEID TAGMATERIALMANUFACTURERMODELREMARKS ZONE 1 (BODY)1AEXTERIOR CEMENTPLASTERDUNN EDWARDSDEC715 SANDAL3-COAT SYSTEM W/ ACRYLIC MEDIUMSAND FINISH; REVEALS AS SHOWN1BEXTERIOR CEMENTPLASTERDUNN EDWARDSDEC765 BONE3-COAT SYSTEM W/ ACRYLIC MEDIUMSAND FINISH; REVEALS AS SHOWNZONE 2 (TOWER) (Z2)2FIBER CEMENT SIDINGNICHIHAILLUMINATION, AWP 1818 W/ OPENOUTSIDE CORNERSFACTORY PAINTED BLDG DB BLUE; CAPFLASHING TO MATCH BLDG DB BLUEZONE 3 (3'-2" BASE)3STONE VENEERNICHIHALEDGESTONE BLUFFSTONE VENEER SILLNICHIHACHISELED SILL TANZONE 4 (FRAMED CANOPY)4FASCIAWESTERN STATES METALROOFINGMETAL FASCIACOLOR TO MATCH DB DARK GRAY5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 18" REVEAL 6STONE VENEERNICHIHALEDGESTONE BLUFFNOTE: PROVIDE 3"X2" SMOOTH DOWNSPOUTS AND ALL NECESSARY ADAPTORS AT AWNING AND CANOPY LOCATIONS; DOWNSPOUT COLOR TO MATCHBODY MATERIAL PER ELEVATION +5 12" FURROUT
T.O. CANOPYPARAPET+12'-3" T.O. PARAPET 1
T.O. PARAPET 1
+20'-10 1/2"
+20'-10 1/2"
+0'-0"
T.O. CAP
FRONT ELEVATION 2
+0'-0"
B.O CANOPY &AWNING
+5 12" FURROUT
T.O. SLAB
T.O. PARAPET 3
T.O. PARAPET 1
T.O. SLAB
T.O. SLAB
B.O CANOPY &AWNING+10'-6"
+12'-3"
+20'-10 1/2"
+24'-0"
T.O. PARAPET 2
T.O. PARAPET 2
T.O. PARAPET 2
+3'-2"
T.O. PARAPET 2
T.O. SLAB
T.O. CANOPYPARAPET+12'-3"
T.O. PARAPET 3
T.O. CAP
+0'-0"
+12'-10 1/2"
+12'-10 1/2"
+12'-10 1/2"
XXXX FRAMED CANOPY
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP. CANOPY SOFFIT5CANOPY SOFFIT5 CANOPY COLUMNS6
CANOPY FASCIA4 CANOPY COLUMNS6
CANOPY FASCIA4
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.
CANOPY COLUMNS6
CANOPY FASCIA4 FRAMED CANOPY
CANOPY SOFFIT5
FRAMED CANOPY
LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETSLINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS
LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS 3X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A3.1 &A4.0 FOR ADDITIONALINFORMATION METAL AWNING,SEE DETAIL 2/A4.0T.O. PARAPET
STONE VENEER3
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
METAL AWNING,SEE DETAIL 2/A4.0
LIGHTED SIGN, INSTALLED BY SIGNCONTRACTOR, COORDINATE WITHELECTRICAL J-BOX AND BLOCKINGREQUIREMENTS 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A STONE VENEER3
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1A
STAINLESS STEEL SERVICE TRAY,DUTCH BROS FURNISHED,CONTRACTOR INSTALLED.
METAL AWNING,SEE DETAIL 2/A4.0
78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A 3X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A3.1 & A4.0 FORADDITIONAL INFORMATION 3X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A3.1 & A4.0FOR ADDITIONAL INFORMATION
LIGHTED SIGN, INSTALLED BYSIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS METAL AWNING,SEE DETAIL 2/A4.0
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
OVERFLOW DOWNSPOUT,COORD. W/ PLUMBING.
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1BFIBER CEMENT SIDINGSYSTEM2 FIBER CEMENT SIDINGSYSTEM2
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2 PRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1A STONE VENEER3
3X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A3.1 & A4.0FOR ADDITIONAL INFORMATION PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1A
FIBER CEMENT SIDINGSYSTEM2
6" STEEL PIPE BOLLARDWITH PLASTIC SLEEVE,COLOR: DUTCH BROS. BLUE ADDRESS NUMBERS:-12" ARIAL FONT-2" STROKE-SATIN ALUM. FINISH-VERIFY FINAL LOCATION METAL AWNING,SEE DETAIL 2/A4.0 PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
6" STEEL PIPE BOLLARD WITHPLASTIC SLEEVE,COLOR: DUTCH BROS. BLUE LED MENU BOARDEQ21
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
FIBER CEMENT SIDINGSYSTEM2
3X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A3.1 & A4.0 FOR ADDITIONALINFORMATIONWALL MOUNTEDLIGHT FIXTURE LOCK BOX KEYEQ34WALL HYDRANTP16COORD. W/PLUMBING
LED MENU BOARDEQ21
LIGHTED SIGN,INSTALLED BY SIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B LED MENU BOARDEQ21
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
A6.0
BUILDING ELEVATIONS
“ “ ”“ ” ”
SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:Project No: CA4805Dutch Bros Coffee - New Freestanding StoreDB2550-A1NEC MITCHELL ROAD & CLINTON KEITH ROADMURRIETA, CA 95363APN:
c
ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742 DATE: 08/18/2022
SCALE: 1/4" = 1'-0"REAR ELEVATIONSCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" 1
4 +24'-0"
B.O AWNING+10'-6"
+3'-2"
+0'-0"
T.O. PARAPET 3
ELEVATION - WALK-UP WINDOW
3 B.O CANOPY &AWNING
SCALE: 1/4" = 1'-0"
ELEVATION - DRIVE-THRU WINDOW
12'-0"
1B 11'-6"1A
1B
+24'-0"
T.O. PARAPET 3
T.O. CAP+3'-2"
+10'-6"
+10'-6"
+20'-10 1/2"
+24'-0" 1A
EXTERIOR FINISH SCHEDULEID TAGMATERIALMANUFACTURERMODELREMARKS ZONE 1 (BODY)1AEXTERIOR CEMENTPLASTERDUNN EDWARDSDEC715 SANDAL3-COAT SYSTEM W/ ACRYLIC MEDIUMSAND FINISH; REVEALS AS SHOWN1BEXTERIOR CEMENTPLASTERDUNN EDWARDSDEC765 BONE3-COAT SYSTEM W/ ACRYLIC MEDIUMSAND FINISH; REVEALS AS SHOWNZONE 2 (TOWER) (Z2)2FIBER CEMENT SIDINGNICHIHAILLUMINATION, AWP 1818 W/ OPENOUTSIDE CORNERSFACTORY PAINTED BLDG DB BLUE; CAPFLASHING TO MATCH BLDG DB BLUEZONE 3 (3'-2" BASE)3STONE VENEERNICHIHALEDGESTONE BLUFFSTONE VENEER SILLNICHIHACHISELED SILL TANZONE 4 (FRAMED CANOPY)4FASCIAWESTERN STATES METALROOFINGMETAL FASCIACOLOR TO MATCH DB DARK GRAY5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 18" REVEAL 6STONE VENEERNICHIHALEDGESTONE BLUFFNOTE: PROVIDE 3"X2" SMOOTH DOWNSPOUTS AND ALL NECESSARY ADAPTORS AT AWNING AND CANOPY LOCATIONS; DOWNSPOUT COLOR TO MATCHBODY MATERIAL PER ELEVATION +5 12" FURROUT
T.O. CANOPYPARAPET+12'-3" T.O. PARAPET 1
T.O. PARAPET 1
+20'-10 1/2"
+20'-10 1/2"
+0'-0"
T.O. CAP
FRONT ELEVATION 2
+0'-0"
B.O CANOPY &AWNING
+5 12" FURROUT
T.O. SLAB
T.O. PARAPET 3
T.O. PARAPET 1
T.O. SLAB
T.O. SLAB
B.O CANOPY &AWNING+10'-6"
+12'-3"
+20'-10 1/2"
+24'-0"
T.O. PARAPET 2
T.O. PARAPET 2
T.O. PARAPET 2
+3'-2"
T.O. PARAPET 2
T.O. SLAB
T.O. CANOPYPARAPET+12'-3"
T.O. PARAPET 3
T.O. CAP
+0'-0"
+12'-10 1/2"
+12'-10 1/2"
+12'-10 1/2"
XXXX FRAMED CANOPY
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP. CANOPY SOFFIT5CANOPY SOFFIT5 CANOPY COLUMNS6
CANOPY FASCIA4 CANOPY COLUMNS6
CANOPY FASCIA4
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.
CANOPY COLUMNS6
CANOPY FASCIA4 FRAMED CANOPY
CANOPY SOFFIT5
FRAMED CANOPY
LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETSLINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS
LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS 3X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A3.1 &A4.0 FOR ADDITIONALINFORMATION METAL AWNING,SEE DETAIL 2/A4.0T.O. PARAPET
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
METAL AWNING,SEE DETAIL 2/A4.0
LIGHTED SIGN, INSTALLED BY SIGNCONTRACTOR, COORDINATE WITHELECTRICAL J-BOX AND BLOCKINGREQUIREMENTS 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A STONE VENEER3
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1A
STAINLESS STEEL SERVICE TRAY,DUTCH BROS FURNISHED,CONTRACTOR INSTALLED.
METAL AWNING,SEE DETAIL 2/A4.0
78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A 3X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A3.1 & A4.0 FORADDITIONAL INFORMATION 3X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A3.1 & A4.0FOR ADDITIONAL INFORMATION
LIGHTED SIGN, INSTALLED BYSIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS METAL AWNING,SEE DETAIL 2/A4.0
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
OVERFLOW DOWNSPOUT,COORD. W/ PLUMBING.
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1BFIBER CEMENT SIDINGSYSTEM2 FIBER CEMENT SIDINGSYSTEM2
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2 PRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1A STONE VENEER3
3X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A3.1 & A4.0FOR ADDITIONAL INFORMATION PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1A PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1A
FIBER CEMENT SIDINGSYSTEM2
6" STEEL PIPE BOLLARDWITH PLASTIC SLEEVE,COLOR: DUTCH BROS. BLUE ADDRESS NUMBERS:-12" ARIAL FONT-2" STROKE-SATIN ALUM. FINISH-VERIFY FINAL LOCATION METAL AWNING,SEE DETAIL 2/A4.0 PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
6" STEEL PIPE BOLLARD WITHPLASTIC SLEEVE,COLOR: DUTCH BROS. BLUE LED MENU BOARDEQ21
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
FIBER CEMENT SIDINGSYSTEM2
3X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A3.1 & A4.0 FOR ADDITIONALINFORMATIONWALL MOUNTEDLIGHT FIXTURE LOCK BOX KEYEQ34WALL HYDRANTP16COORD. W/PLUMBING
LED MENU BOARDEQ21
LIGHTED SIGN,INSTALLED BY SIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B 78" EXTERIOR CEMENT PLASTERW/ MEDIUM SAND FINISH, TYP.1B LED MENU BOARDEQ21
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
STONE VENEER3
A6.1
BUILDING ELEVATIONSCOLOR
“ “ ”“ ” ”
SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:Project No: CA4805Dutch Bros Coffee - New Freestanding StoreDB2550-A1NEC MITCHELL ROAD & CLINTON KEITH ROADMURRIETA, CA 95363APN:
c
ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742 DATE: 08/18/2022
CIRCLE KNEC CLINTON KEITH ROAD & MITCHELL ROADMURRIETA, CA20210147.0CIRCLE K STORES INC.255 E. Rincon St. Ste 100Corona, California 92879t: (866) 371-2205LAND DEVELOPMENT CONSULTANTS, LLC3281 E. Guasti Rd. Suite #700Ontario, California 91761t: (909) 974-8422CIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC.LAND DEVELOPMENT CONSULTANTS, LLCCIRCLE K STORES INC. 30 Executive ParkSuite 100Irvine, CA 92614t: 949 296 0450 TRASH ENCLOSURESCALE: AS NOTEDA-511/04/2021 SCALE: 1/2" = 1'-0"ENLARGED COOLER PLAN2
SCALE: 3/8" = 1'-0" EQUIPMENT PLAN10'4'2'
GENERAL NOTES1.THIS DRAWING IS FOR EQUIPMENT LAYOUT PURPOSES ONLY.PLEASE SEE FLOOR PLAN FOR FULLY DIMENSIONED PARTITIONLOCATIONS AND ASSEMBLIES.2.NOTE: PLEASE SEE SHEET G1.0, COVER SHEET, FOR CODESUMMARY, BUILDING DATA AND EXIT ACCESS REQUIREMENTS.3.G.C. TO VERIFY ALL DIMENSIONS IN THE FIELD BEFORECOMMENCING CONSTRUCTION.4.ALL FIRE EXTINGUISHERS SHALL BE STATE CERTIFIED. ALL FIREEXTINGUISHERS SHALL BE BE PROPERLY MOUNTED AT THEHEIGHT REQUIREMENTS OF NO HIGHER THAN 4'-6" A.F.F. TO THETOP OF THE EXTINGUISHER AND AT LEAST 6" FROM FLOOR TOTHE BOTTOM OF EXTINGUISHER. (NFPA 10: 6.1.3.8)5.ALL PROPERLY MOUNTED FIRE EXTINGUISHERS SHALL NOTEXCEED 75' OF TRAVEL DISTANCE APART. (NFPA 1: 6.1)6.FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATEDWHERE THEY ARE READILY ACCESSIBLE AND IMMEDIATELYAVAILABLE IN THE EVENT OF FIRE. (NFPA 10: 6.1.3)7.FIRE EXTINGUISHERS SHALL BE LOCATED ALONG NORMALPATHS OF TRAVEL, INCLUDING EXITS FROM AREAS. (NFPA 10:6.1.3)8.FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OROBSCURED FROM VIEW. (NFPA 10: 6.1.3.3)7.TACTILE SIGNAGE SHALL BE PROVIDED AT ALL EXIT DOORS TOMEET THE FOLLOWING CRITERIA:A. TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOORREQUIRING AN EXIT SIGN;B. TACTILE SIGNAGE SHALL READ AS FOLLOWS: “EXIT”;C. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1 COOLER GENERAL NOTES1.COOLER INSULATION VALUES FOR WALLS, CEILING, AND DOORSSHALL BE MIN. R-252.AUTOMATIC DOOR CLOSERS SHALL BE PROVIDED THAT FULLYCLOSE WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1INCH OF FULL CLOSURE3.DOORWAYS SHALL HAVE STRIP DOORS, CURTAINS,SPRING-HINGED DOORS OR OTHER METHOD OF MINIMIZINGINFILTRATION WHEN DOORS ARE OPEN TABLE SCHEDULEID TAG:DESCRIPTION:REMARKS:T1106"Wx36"Lx34"HWALK-UP WINDOW TABLE; CASH DRAWERON LEFT SIDE; SECURE TO WALL & SEAL W/GRAY SILICONE. RAPID RINSE STATION SINK,KNOCK BOX & DIPPER WELL BUILT-IN.T2106"Wx36"Lx34"HDRIVE-THRU WINDOW TABLE; CASHDRAWER ON RIGHT SIDE; SECURE TO WALL& SEAL W/ GRAY SILICONE. RAPID RISESTATION SINK, KNOCK BOX & DIPPER WELLBUILT-IN.T3103"Wx32"Lx34"HWALK-UP WINDOW TABLE; NO CASHDRAWER; SECURE TO WALL & SEAL W/ GRAYSILICONE. RAPID RINSE STATION SINK,KNOCK BOX & DIPPER WELL BUILT-IN.T496"Wx32"Lx34"H"PIT STATION" TABLE; SECURE TO WALL &SEAL W/ GRAY SILICONE. (2) 19"x14"x12" DRAINPANS, 10"x18"x4" RAPID RINSE SINK &DIPPER WELL BUILT-IN.T5103"Wx36"Lx34"H"TRAINING TABLE", NO CASH DRAWER;SECURE TO WALL & SEAL W/ GRAYSILICONE. RAPID RINSE STATION SINK,KNOCK BOX & DIPPER WELL BUILT-IN.TABLE ACCESSORIESTA-10CASH DRAWERINSTALLED BY RESTA-11KNOCK BOX14 ga., STAINLESS, BUILT INTO STAINLESSSTEEL TABLE. KNOCK BOX CROSS BAR -7/16" DIA. THROUGH BOLT W/ NYLOCKWINGNUT BAR 5/14"x1-1/2" RUBBER INSERTROUND.
PLUMBING SCHEDULECONTRACTOR TO PROVIDE UNLESS NOTEDOTHERWISEIDTAGFIXTURE DESCRIPTIONREMARKSP-1LAVATORY TOILETCOLOR: WHTE, NOTE: FLUSH CONTROLSLOCATED ON OPEN SIDE OF W.C.P-2LAVATORY SINKINSTALL WITH ACCESSORIES TO MEETADA REQUIREMENTSLAVATORY SINK FAUCETP-3WATER FILTRATION SYSTEMCONTACT TOM RUGGLES 714.910.9805FOR PROJECT SPECIFIC WATERFILTRATION SYSTEM.P-4DIPPER WELLINSTALLED IN STAINLESS STEEL TABLE;PROVIDE COLD WATER DRAIN LINE TOFLOOR SINK BELOWP-5RAPID RINSE STATIONNON-FILTERED COLD WATER. INSTAINLESS STEEL TABLE IN DUMP SINK.GRAINGER 3MRL4 RUBBER GROMMETFOR RINSER SUPPLY LINE.P-6AWATER HEATER - TANKLESSTANKLESS - GASP-6BWATER HEATER - TANKELECTRIC - HIGH RECOVERY RATEP-7HAND SINKPROVIDED BY DBC; INSTALLED BY RESHAND SINK FAUCETNON-FILTERED WATER CONNECTION P-83-COMP SINKTO BE INSTALLED BY PC. 1.5" DRAIN; TIEALL DRAINS TOGETHER AND ROUTE TONEAREST FLOOR SINK. LEVEL FRONT TOBACK AND SIDE TO SIDE AND CAULK TOWALL WITH CLEAR SILICONE3-COMP SINK FAUCETINSTALLED BY PCLEVER WASTE DRAININSTALLED BY PC; PROVIDE W/STRAINERSP-9PULL-OUT SPRAYER HANDLEINSTALLED BY PC, ON STAINLESS STEELTABLE @ DUMP SINK; 8" RISER & 6" SWINGSPOUTP-10MOP SINKCOLOR: WHITE 10" WALLS, 3" DRAIN. MOPHANGER ABOVE.MOP SINK FAUCETSERVICE FAUCET WITH VACUUMBREAKER, INTEGRAL STOPS AND HOSEWITH HOSE BRACKETMOP HANGERMOUNT AT 60" A.F.F., AT SIDE OF MOPSINK P-11FLOOR SINK12"x12"x6" DEEP SQUARE,CAST IRONBODY, WHITE ACID RESISTING PORCELAINENAMEL INTERIOR AND TOP W/ BASKETSTRAINERS & HALF-GRATESP-12FLOOR DRAIN5" ROUND FLOOR DRAINP-13GREASE INTERCEPTOR50 GPM, BELOW-GRADE AT EXTERIOR,VENTED THROUGH BUILDING, PROVIDE HITRAFFIC COVER AND ACCESS. FINAL SIZETO BE COORDINATED WITH LOCALAUTHORITYP-14ROOF DRAINCOMBINATION MAIN AND OVERFLOWROOF DRAIN.DOWNSPOUT NOZZLENO-HUB DOWNSPOUT NOZZLE, 18" A.F.F.,NICKEL BRONZE BODYP-15WALL HYDRANT6" NON-FREEZE WALL HYDRANT, MOUNTAT 24" A.F.F AT REAR ELEVATION; REFERTO A6.0 & A9.0 FOR LOCATIONSP-16NOT USEDP-17RECIRCULATION PUMP115V, 3,250 RPM, PROVIDE W/ AQUATSTATAND/ OR TIMERP-18BOOSTER PUMP115V, 30 GPM @ 35 PSI BOOST, 1 HPVARIABLE SPEED CONTROLLER; PROVIDEALL NECESSARY VALVES ANDACCESSORIES RECOMMENDED BY MFR.FOR A COMPLETE SYSTEM.RESTROOM ACCESSORIESPA-51ADA GRAB BARSIZE DEPENDANT ON INSTALLIONLOCATIONPA-52MIRRORMOUNTED W/ BOTTOM OF REFLECTIVESURFACE AT 40" MAX A.F.F.PA-61SOAP DISPENSERPROVIDED & INSTALLED BY G.C.PA-62TOILET PAPER DISPENSERPROVIDED & INSTALLED BY G.C.PA-63PAPER TOWEL DISPENSERPROVIDED & INSTALLED BY G.C.PA-64SANITARY NAPKIN DISPOSALPROVIDED & INSTALLED BY G.C.PA-65TOILET SEAT COVERDISPENSERPROVIDED & INSTALLED BY G.C.
IT SCHEDULEIDTAGDESCRIPTIONREMARKS
IT-1LOW VOLTAGE RACKMOUNT TOP OF UNIT 3" BELOWSUSP. CEILING; REQUIRES TECHRACK FAN KITTECH RACK FAN KIT- BACK-UP BATTERYPLACED INSIDE THE LOW VOLTAGERACKRACK SHELF- SURGE PROTECTOR- IT-2AUDIO EQUIPMENTLOCATED IN LOW VOLTAGE RACKIT-3IT EQUIPMENTLOCATED IN LOW VOLTAGE RACKIT-4SONOS PLAY:5 - INTERIORSPEAKERSONOS PLAY:5 - BLACKSONOS SPEAKER MOUNTWALL MOUNT FOR SONOS PLAY:5SPEAKERIT-5SONOS AMPLIFIER- IT-7QSC - OUTSIDE SPEAKER- IT-8IPAD 10.2"IPAD 10.2" REQUIRE SCREENPROTECTOR (2/PK)IT-8AIPAD MINI- IT-8BIPOD TOUCHIPOD TOUCH REQUIRES AN IPODTOUCH OTTERBOX CASEIT-9IPAD ADJ. ARM WALLMOUNT- IT-9AIPAD CLAMP MOUNT- IT-9BIPAD MAGNETIC MOUNT- IT-10IPAD TABLET MOUNT- IT-11IPAD CHARGING CABINET8 OUTLET HORIZONTAL POWERCHARGING STRIP W/ PADDEDINTERIOR AND RUBBER-COATEDDIVIDERS AND 10' CORDIT-123.5MM TO 2-MALE RCAADAPTER- IT-13POS SYSTEM- IT-14CASH DRAWER PRINTERCABLE- IT-155' CAT-5E CABLE- IT-16PAYPAL READER BUNDLEPAYPAL READER BUNDLE - CHIP &TAP W/ CHARGING STATIONIT-17SECURITY MONITOR- 2" AIR GAP, MIN.8'-7"EQ. EQ.6'-0"
8'-0"3'-0"11'-11"
MILK CRATESBY OWNERPRE-FAB INSULATEDCOOLER BOX PANELS,BY MANUFACTURER. 3'-0" x 6''-8" DOORBY COOLER BOXMANUFACTURER.
11" VERIFY WALL DIMENSIONSAT COOLER DOOR;ADJUST FOR COOLER DOORHINGE LOCATION AND CLEARANCES. (3) 2'-0" x 6'-0"GLASS DOORS,SILL AT 8" A.F.F.,BY COOLER BOXMANUFACTUREREQ15BEVAPORATOR COIL, ABV. 1" AIR GAP, MIN.
EXIT
BLW.
2" AIR GAP MIN.
6A5.0 2A1.0
(2)
ABV.
ABV.
ABV.
(7) ABV.
(7) ABV.
1" AIR GAP MIN.
EXIT
BLW.EQ1EQ10ABV.EQ13EQ5P4EQ2
T5EQ3EQ4P5
P7
P9
EQ10
EQ11BLW.
BLW.
EQ12EQ10
EQ6
ABV. (4)BLW.
P4P5
EQ6
T4
BLW.
EQ3
EQ1
EQ4P5EQ10EQ13EQ12EQ5P4EQ2
TA10T1
EQ2
BLW.
EQ3
EQ1
P5EQ4EQ10EQ13EQ12EQ5P4
TA10T2
EQ16
P7P8EQ13EQ8EQ9EQ34P10
P1
P2
EQ7
BLW.
EQ2P4EQ5EQ1
P5EQ4EQ3
EQ13EQ12EQ10T3
EQ20
EQ7ABV.EQ12EQ13
IT-9A
(2)IT-9A
IT-9A(2)EQ13
(7) ABV.
ABV. (7)
(2)IT-9A
EQ21EQ21EQ21 EQ21EQ21AEQ16EQ20ABV.
@ TRANSOM
EQ24EQ20ABV.@ TRANSOMEQ21AEQ21EQ22EQ22
EQ15BEQ15
EQ21 EQ21 EQ21EQ13A
EQ13A
EQ13A
EQ28
EQ27(2)EQ33
EQ25EQ26IT-1
EQ32
EQ24@ TRANSOM EQ23
ABV.EQ23A
(2)IT-9
(2)IT-9
P6B
P3
EQ13A
P15
A1.0
EQUIPMENT PLAN/ENLARGED PLANS
“ “ ”“ ” ”
SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:Project No: CA4805Dutch Bros Coffee - New Freestanding StoreDB2550-A1NEC MITCHELL ROAD & CLINTON KEITH ROADMURRIETA, CA 95363APN:
c
ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742 DATE: 09/20/2021
3'-8 1/2"1 3/4" 1 3/4"4'-0"
4'-0"ROUGH OPENING:48-3/8"(W) x 48-3/8"(H)
2 1/2"3'-5"
4'-0"
4 1/2"4'-0"3'-8 1/2"1 3/4" 1 3/4"
4 1/2" WINDOW TYPE SCHEDULE
A
6'-0"8'-10"
4'-0"4'-0"1'-8"
5'-8"8'-10"
2'-9"2'-9"8'-11"
B
2'-9"3'-2"C
2'-10"
5'-8"8'-10"
2'-2"5'-0"
3'-6"1'-8"
10'-0"
3'-2"
2'-2"
DRIVE-THRU WINDOW DETAIL4SCALE: 1/2" = 1'-0" FIXED U-FACTOR = U-0.38OPERABLE U-FACTOR = U-0.48
DOOR FRAME TYPE SCHEDULE
NOTES:2
DOOR TYPE SCHEDULE
NOTES:
1 12REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.) DOOR HARDWARE, CLOSERS, KICKPLATES, PANIC HARDWARE AND THRESHOLDS SHALL BE LOCATEDAND INSTALLED PER ADA AND LOCAL REQUIREMENTS. 1REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.)
NEW FULL HEIGHT INTERIOR PARTITIONNEW EXTERIOR WALL CONSTRUCTIONNEW PRE-FAB WALK-IN COOLER SCALE: 1/4" = 1'-0" FLOOR PLAN1
GENERAL NOTES:1.ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISENOTED.2.G.C. TO VERIFY ALL DIMENSIONS IN THE FIELD BEFORECOMMENCING CONSTRUCTION.3.ALL INTERIOR FINISHES SHALL COMPLY WITH SECTION 803.INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGSSHALL BE TESTED AS SPECIFIED IN SECTION 803.FLAME SPREAD RATINGS:WALL TILE - CLASS A - <25WALL PAINT - CLASS A - <5PLASTIC LAMINATE - CLASS A - <25FRP PANELS - CLASS A - <25STAINLESS STEEL CORNER GUARDS - CLASS A - <25CEILING TILE - CLASS A - <254.FIRE BLOCKING MUST BE PROVED IN ACCORDANCE WITHSECTION 718.2 AT THE FOLLOWING LOCATIONS:a.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, AT THE CEILING AND FLOORLEVELS.b.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, AT 10-FOOR INTERVALS ALONGTHE LENGTH OF THE WALL.c.AT THE INTERCONNECTIONS BETWEEN CONCEALEDVERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR ATSOFFITS, DROP CEILINGS AND COVE CEILINGS.d.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THETOP AND BOTTOM OF THE RUN AND BETWEEN STUDSALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLUNDER STAIRS IS UNFINISHED.e.IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS,FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD APASSAGE FOR FIRE AT CEILINGS AND FLOOR LEVELS, WITHNONCOMBUSTIBLE MATERIALS.PARTITION KEY NOTE: HAND-ACTIVATED DOOR-OPENING HARDWARESHALL BE LOCATED 30 MIN. AND 44 MAX. INCHESABOVE THE FLOOR. LATCHING AND LOCKING DOORSTHAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATHOF TRAVEL SHALL BE OPERABLE WITH A SINGLEEFFORT BY LEVER-TYPE HARDWARE, PANIC BARS,PUSH-PULL ACTIVATING BARS, OR OTHER HARDWAREDESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRINGTHE ABILITY TO GRASP THE OPENING HARDWARE.0'4'2' DOOR NOTES1. THIS PLAN IS ISSUED SO THAT THE CONTRACTOR CAN MAINTAIN FULL COMPLIANCE WITH THEINTERNATIONAL BUILDING CODE FOR WHEELCHAIR MANEUVERABILITY AT DOORS. THIS DETAILINDICATES PARTIAL REQUIREMENTS OF THE CODE. IT IS ADVISED THAT THE CONTRACTOR OBTAINA COMPLETE COPY OF THESE CODES FOR REFERENCE.2. THE DIMENSIONS SHOWN ARE CRITICAL FOR COMPLIANCE WITH THE CODES. IT IS THECONTRACTOR'S RESPONSIBILITY TO INSURE PROPER CLEARANCES FOR WHEELCHAIRMANEUVERABILITY. IF CONFLICTS OCCUR, BRING TO DESIGNERS ATTENTION IMMEDIATELY.3. FOR FULL SWING DOORS A MINIMUM 2'-10" WIDE DOOR IS REQUIRED FOR CLEARANCE. FOR 90°SWING DOORS A MINIMUM 3'-0" WIDE DOOR IS REQUIRED FOR CLEARANCE.4. IN ORDER TO ACHIEVE THE REQUIRED 12" OR 18" MINIMUM CLEARANCES AT DOOR AND AMINIMUM PASSAGE WIDTH, THE DOOR FRAME AT HINGE SIDE MAY HAVE TO BE AGAINST THEADJACENT WALL.5. THE MAXIMUM EFFORT FOR BOTH INTERIOR AND EXTERIOR DOORS IS 5 LBS. CLOSING SPEED IS 5SEC MIN. FROM 90° TO 12°.6. 1/2" MAXIMUM HIGH THRESHOLD (ABOVE FLOOR AND LANDING ON BOTH SIDES) AT BUILDINGENTRANCES AND ALL DOORS.7. DOOR HARDWARE AT ALL EXIT DOORS TO ALLOW DOORS TO BE OPENED FROM THE INSIDEWITHOUT KEY, SPECIAL KNOWLEDGE OR EFFORT PER APPROPRIATE CODE.8. SIGNAGE FOR ONLY MAIN ENTRY DOORS ALLOWED TO HAVE KEY LOCKING DEVICES TO STATE,"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"9. 10" HIGH KICK PLATE AT BOTTOM OF GLAZED AND STOREFRONT DOORS.10. ALL DOORS EQUIPPED WITH SINGLE-EFFORT, NON-GRASPING TYPE HARDWARE BETWEEN 34"MIN. AND 44" MAX. ABOVE THE FINISHED FLOOR.11. WIDTH OF DOORS TO BE A MINIMUM OF 36" TO PROVIDE REQUIRED 32" NET CLEARANCE WIDTHBETWEEN THE FACE OF THE DOOR AND THE JAMB.12. ALL DOORS TO BE KEYED ALIKE; GC TO PROVIDE A TOTAL OF 4 KEYS. 3SCALE: 1/2" = 1'-0"TYPICAL DOOR PLANFOR WHEELCHAIR ACCESS HARDWARE GROUPS:GROUP 1:1 EA. HINGES PIANO HINGES - CONTINUOUS1 EA. TRILOGY T2 SERIES EXIT TRIM ETDL27 ALARM LOCKALL METAL 12 BUTTON KEYPAD, WATERPROOFVERSION WITH US26D FINISH1 EA. THRESHOLD PEMKO 2716A1 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR SEAL PS074, BLACK1 EA. FLOOR STOP1 EA. DOOR CLOSER SARGENT 1431 RUO EN1 EA. PANIC PUSH HARDWARE1 EA. 40"x30" KICK PLATE, INTERIOR, HAGER 190S FINISH: US32DGROUP 2:1 EA. HINGES PIANO HINGES - CONTINUOUS1 EA. TRILOGY T2 SERIES EXIT TRIM ETDL27 ALARM LOCKALL METAL 12 BUTTON KEYPAD, WATERPROOFVERSION WITH US26D FINISH1 EA. THRESHOLD PEMKO 2716A1 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR SEAL PS074, BLACK1 EA. FLOOR STOP1 EA. DOOR CLOSER SARGENT 1431 RUO EN1 EA. PANIC PUSH HARDWARE1 EA. 34"x30" KICK PLATE, INTERIOR, HAGER 190S FINISH: US32DGROUP 3:3 EA. HINGES MCKINNEY T2714 4.5X4.5 NRP,FINISH 6521 EA. DEADBOLT SCHLAGE B571 INDICATOR,626 SATIN FINISH1 EA. PUSH PLATE, 626 SATIN FINISH1 EA. HANDLE PULL, 626 SATIN FINISH1 EA. DOOR CLOSER SARGENT 1431 RUO EN1 EA. 34"X12" KICK PLATE, HAGER 190S FINISH: US32DGROUP 4:3 EA. HINGES MCKINNEY T2714 4.5X4.5 NRP, FINISH 6521 EA. LOCKSET SCHLAGE L9453 ENTRANCE LOCKSCHLAGE 06 STANDARD HANDLE SATIN FINISHFULL FACE, ESCUTCHLE0N L583-363 EZ TURN1 EA. FLUSH BOLT IVES FB31P1 EA. LATCH GUARD, STAINLESS STEEL, 7"1 EA. THRESHOLD PEMKO 175A-721 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR SEAL PS074, BLACK1 EA. KICK DOWN IVES FS555 5" BLACK PAINTEDGROUP 5:3 EA. HINGES MCKINNEY T2714 4.5 X 4.5 NRP, US26D FINISH1 EA. LOCKSET SCHLAGE L9453 ENTRANCE LOCKSCHLAGE 06 STANDARD HANDLE SATIN FINISHFULL FACE, ESCUTCHLE0N L583-363 EZ TURN1 EA. THRESHOLD PEMKO 175A-721 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR VENT 24"x12" MIN.1 EA. KICK DOWN IVES FS555 5" BLK FINISHGROUP 6:2 EA. HINGES MCKINNEY T2714 4.5 X 4.5 NRP, US26D FINISH1 EA. SCHLAGE JD60630 SINGLE CYLINDER DEAD BOLT1 EA. DOOR SEAL PS074, BLACK 2NO T TO SCALEWALL ASSEMBLY TYPESCD
2X6 STUDS@ 16" O.C.
1/2" PLYWOOD,BOTH SIDESSMOOTHFRP PANEL,BOTH SIDES
2X4 STUDS@ 16" O.C.1/2" PLYWOOD,ONE SIDESMOOTHFRP PANEL,ONE SIDE A 2X6 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURAL,BOTH SIDESSMOOTH FRP PANEL,INTERIORWEATHER RESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSB 2X4 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURAL,BOTH SIDESWEATHER RESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSE BATT INSULATIONBATT INSULATION 2X4 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURALWEATHERRESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONS R-13 SOUNDBATTINSULATION@ RR
A1
2X6 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURAL,BOTH SIDESSMOOTH FRPPANEL, OVER 5/8"TYP 'X' GYP. BD. TODECK AT INTERIOR5/8" TYPE 'X' GYP.BD. TO CEILINGAT ELEC. ROOMBATT INSULATION1 HR RATED WALL. SEEWALL SECTION 2/A7.1FOR ADDITIONAL INFO.F 1/2" PLYWOOD,BOTH SIDES2X6 STUDS@ 16" O.C.2X4 STUDS@ 24" O.C.WEATHERRESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSSMOOTHFRP PANEL,ONE SIDE 2'-8" MIN. CLEARFOR 90° SWING DOORMIN. 3'-0" DOORFOR 90° SWING DOOR24" MIN. CLR.PULL SIDE 12" MIN CLR.PUSH SIDE
4'-8" MIN CLR. FOR DOOR ON PULL SIDE4'-2" MIN CLR. FOR DOOR ON PUSH SIDE 2'-10" MIN. DOORFOR FULL SWING DOORFOR WALLLOCATIONSEE PLAN PLAN NOTES1.36" Ø FOUNDATION SONO TUBE (OR SIM.) BLOCK OUT, TYP.2.PROVIDE PLYWOOD SHEATHING ABOVE COOLER3.PAINT DOOR AND FRAME PT-1, BOTH SIDES4.LINE OF AWNING ABOVE5.LINE OF FRAMED CANOPY ABOVE6.G.C. TO INSTALL FF-2 UNDER ALL EQUIPMENT FOR EASY CLEANING, HATCHED AREAS TORECEIVE SMOOTH TILE7.PROVIDE 2X BLOCKING AT HAND SINK8.G.C. TO INSTALL METAL FURRING CHANNELS & PLYWOOD AT KITCHEN SIDE OF SPANDRELGLASS WINDOW TO ALLOW FOR FLUSH INSTALLATION OF FINISHES AT KITCHEN AREA. 2"2"
2"2"2"
2"2"2"2"
2"2"2"
34 FINISH SCHEDULEID TAGFINISH DESCRIPTIONMANUFACTURERMODELREMARKS FLOORFF-1FLOOR TILE -TEXTUREDBEDROSIANS6"x 6" DOTTI DIAMOND - ANTHRACITE R9 - MATTEPRODUCTION AREA FIELD TILEFF-2FLOOR TILE - SMOOTHBEDROSIANS6"x 6" DOTTI DIAMOND - ANTHRACITE R12 -MATTEINSTALLED UNDER COUNTERTOPS &EQUIPMENT; REFER TO NOTE PLAN NOTE 6EPOXY GROUTLATICRETEIG 2000 IND. EPOXY GROUT #2 KIT BLACKJOB PACKSTRECTRALOCK IG 2000 PART A/B EPOXYGROUTSTECTRALOCK PART C COLOR PACKETPERMACOLOR GROUTBOND COATLATICRETE4-XLT GRAYCAULKINGLATICRETELATASIL CAULKINGWATERPROOFINGLATICRETEHYDRO BAN WATERPROOF/ANTIFRACTUREWALLWF-1(FRP) FIBERGLASSREINFORCED PANELMARLITES 100G - 4'x 10' PANELSCOLOR: WHITE; PROVIDE ALL NECESSARYTRIM PIECES WF-2CDX 1/2"COLOR: OUTDOOR LATEX WHITE PAINTBASEBF-1WALL BASE - COVEBEDROSIANS4" x 8" SMOOTH COVE - ANTHRACITESANITARY COVECEILINGCLG-1VINYL FACED ACTUSGSHEETROCK BRAND LAY-IN CEILING PANEL -3260FLAT WHITE; SMOOTHCLG-2FRP OVER 1/2" CDXMARLITES 100G - 4'x 10' PANELSCOLOR: WHITE; PROVIDE ALL NECESSARYTRIM PIECES; PROVIDE ADHESIVE & PANHEAD SCREWS AT 24" O.C., E.W.PAINTPT-1DB LIGHT GRAYSHERWINWILLIAMS8656-12046 - BLDG DB LIGHT GRAYREFER TO S.W. PAINT SPECSPT-2DB DARK GRAYSHERWINWILLIAMS8656-11295 - BLDG DB DARK GRAYREFER TO S.W. PAINT SPECSPT-3DB BLUESHERWINWILLIAMS8656-12045 - BLDG DB BLUEREFER TO S.W. PAINT SPECSPT-4SHERWINWILLIAMSSW-7006 - EXTRA WHIESEMI GLOSS GUARDSCGCORNER GUARDAIS INDUSTRIESCUSTOM120" LONG W/ 2" WINGS, DRILLED, 90°SHARP CORNER, BRUSHED FINISHWGWALL GUARDAIS INDUSTRIESCUSTOM48" WIDE, WRAP FROM SERVICE WINDOWSILL TO TOP OF COVE BASE, BRUSHEDFINSIH 2'-10"3'-7" MAX. A.F.F.
3'-6"6"3'-0"
7'-0"
7'-0"
6"2'-6"7'-0"
7'-0"
3'-0"7'-0"3'-0"3'-0"2'-0" A.F.F.
3'-0"
7'-0"2'-10"3'-7" MAX. A.F.F.
2'-2"5"5"
PUSH BAR @INTERIOR34"-48"PER ADA
DOOR SCHEDULE#SIZETYPEGLASSMATERIALHARDWARENOTES: WIDTHHEIGHTDR.FR.DR.FR. 013'-6"7'-0"A1TEMP.HMHMDGROUP 1A,B,C,D,E,F023'-0"7'-0"B2TEMP.HMHMDGROUP 2A,B,C,D,E,F033'-0"7'-0"C2-HMHMDGROUP 3B,D,F 047'-0"7'-0"D4-HMHMDGROUP 4B 053'-0"7'-0"E2-HMHMDGROUP 5B 063'-0"3'-0"F3-HMHMDGROUP 6B NOTES:HM: HOLLOW METAL, 16 GA.HMD: HOLLOW METAL WELDED & DIMPLEDAENSURE EMERGENCY HARDWARE IS IN WORKING CONDITION.BDOOR & FRAME SHALL BE PAINT GRADE & PAINTED DUTCH BROS DARK GRAY.CDOOR TO HAVE SIGN POSTED ABOVE THAT STATES: "THIS DOOR TO REMAIN UNLOCKEDWHILE BUILDING IS OCCUPIED."DCLOSER SHALL BE BOLTED THROUGH DOOR LEAF & ARM MOUNTED USING HEAD-JAMBMOUNT.EPROVIDE ADA COMPLIANT THRESHOLD SET IN SILICONE SEALANT.FTHE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHERTHAN FIRE DOORS, SJHALL NOT EXCEED 5 LBS. THESE FORCES DO NOT APPLY TO THEFORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLDTHE DOOR IN A CLOSED POSITION. FOR OTHER SWINGING DOORS, THE DOOR LATCH SHALLRELEASE WHEN SUBJECTED TO A 15 LB FORCE. THE DOOR SHALL BE SET IN MOTION WHENSUBJECTED TO A 30 LB FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHENSUJECTO TO A 15 LB FORCE PER IBC 1010.1.3 NOTES:- STOREFRONT WINDOW SYSTEMS SHALL HAVE A CLEAR ANODIZED ALUMINUM FACTORY FINISH- ALL GLAZING SHALL BE TEMPERED GLASS PER SPECS ON SHEET G2.3
BC ADEF
REFER TO FLOORPLAN FOR SLIDEDIRECTION
B
A
C A
CL
CL
CL
CL CLCL
CL1'-7"
CL
CL
CL CL
CL CL
CL05
B A
A A
D
D
4 6
WG
BF-1FF-12BF-1FF-1WF-1
BF-1WF-2
CG
2 CG
BF-1FF-1WF-13 BF-1FF-1WF-1
TYP.CG
WG
3 4
CG
03 01
04 CG
02 1TYP.
A A C
B
F 4
4 5
3 3
7 7
CL
CL
A2.0
FLOOR PLAN/DETAILS/ SCHEDULES
“ “ ”“ ” ”
SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:Project No: CA4805Dutch Bros Coffee - New Freestanding StoreDB2550-A1NEC MITCHELL ROAD & CLINTON KEITH ROADMURRIETA, CA 95363APN:
c
ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742 DATE: 09/20/2021
N
SCALE: 1/4" = 1'-0" ROOF PLAN1
GENERAL NOTES:1.COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICALDRAWINGS FOR LOCATION AND NUMBER OF OTHER ROOFPENETRATIONS (IE: VENT STACKS VENT PIPES, CONDUIT PENETRATIONS,ETC.). FLASH ALL PENETRATIONS WEATHER TIGHT.2.SLOPE ALL CRICKETS AS SHOWN AT A MINIMUM SLOPE OF 1/4" PER FOOTFROM HORIZ. PLANE, UNLESS NOTED OTHERWISE3.PROVIDE BUILT-UP TAPERED INSULATION ROOF CRICKETS AT ALL CURBLOCATIONS TO ALLOW POSITIVE DRAINAGE AND PREVENT PONDING.4.ALL METAL ROOF FLASHING DETAILS SHALL BE PER SMACNA ANDMANUFACTURERS RECOMMENDATIONS AND REVIEWED BY THEARCHITECT FOR DESIGN INTENT.5.PROVIDE ROOF INSULATION SYSTEM BELOW ROOFING MEMBRANE, PERTHE ROOFING ASSEMBLIES SPECIFIED IN DIVISION 07 SECTIONS"THERMOPLASTIC POLYOLEFIN ROOFING" AND "APPLIED FIREPROOFING".6.PROVIDE SUPPLEMENTAL INSULATION OVERBUILDS WHERE INDICATEDFOR ROOF SLOPE CONTINUATION.
SCALE: 3" = 1'-0" TYPICAL 4" ROOF DRAIN & OVERFLOW3
SCALE: 3" = 1'-0"SINGLE PLY SYSTEM ASSEMBLY11 SCALE: 3" = 1'-0"TYPICAL ROOF TO PARAPET12 SCALE: 3" = 1'-0"SELF-FLASHING CURB13 SCALE: 3" = 1'-0" CURB DETAIL4 SCALE: 3" = 1'-0"5
SCALE: 3" = 1'-0" ROOF ACCESS HATCH6 SCALE: 3" = 1'-0" MECHANICAL UNIT SLEEPER7 SCALE: 3" = 1'-0" PARAPET CAP W/ CONT. CLEAT8 SCALE: 3" = 1'-0"
TWO-WAY AIR VENT
9 ROOF OVERFLOW
SCALE: 1 1/2" = 1'-0"10
SINGLE-PLY MEMBRANE,MUST EXTEND BEYOND THEINSIDE OF THE CLAMPING RING.THE HOLE IN THE MEMBRANEMUST BE LARGER THANTHE DRAIN PIPE DIAMETER.
CLAMPING RINGMANUFACTURER APPROVEDSEALANT (1/2 TUBE MIN.)
FERNCO FITTING
DRAIN BODYCLAMPING BOLT
FILLER(MINIMAL EXPANDINGSPRAY FOAM ORSIMILAR)ROOF SHEATHING,PER STRUCTURAL 1/4" DENSDECKPRIME ROOF BOARD2" HIGH WATER DAM COLLAR ATOVERFLOW DRAIN, AS OCCURS 8" MIN.
CUSTOM-FABRICATEDCURB FLASHINGMANUFACTURER APPROVEDPLATES/ FASTENERS 1 1/4" ROOFING NAILS,SPACED 6" O.C.RECTANGULARPENETRATION FIELD WELD,MIN. 1 1/2" WIDE.
ROOF SHEATHING,PER STRUCTURAL
1/4" DENSDECKPRIME ROOF BOARDSINGLE-PLY MEMBRANESMANUFACTURER APPROVEDSEALANT (1/2 TUBE MIN.)CUSTOM-FABRICATEDSTACK FLASHINGFIELD WELD,MIN. 1 1/2" WIDE. 2" MIN.
ONE PAIR OF COMPOSITEDRAIN RINGS (CDR) PLACEDAT THE BOTTOM OF THESTACK FLASHING APPROVED FASTENERS,MIN. ONE PER DRAIN
ROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARD FIELD WELD,MIN. 1 1/2" WIDE.
TWO-WAYAIR VENT
ROOF SHEATHING,PER STRUCTURAL
SINGLE PLY ROOFINGMEMBRANE1/4" DENSDECKPRIME ROOF BOARD COPING CAP,WITH HEXHEAD SCREWSAND NEOPRENE WASHERAT 24" O.C., MAX.DBL. TOP PLATE,PER PLAN 1 1/4" ROOFING NAILS,SPACED 12" O.C., MAX.METAL CLEAT
SHEATHING,PER PLANSINGLE PLY ROOFINGMEMBRANE, PER PLAN
SINGLE-PLY MEMBRANECURB FLASHINGMANUFACTURER APPROVEDPLATES/ FASTENERS
ROOF HATCH,PER PLAN
FIELD WELD,MIN. 1 1/2" WIDE.
ROOF SHEATHING,PER STRUCTURAL
1/4" DENSDECKPRIME ROOF BOARD
FIELD WELD,MIN. 1 1/2" WIDE.
CUSTOM-FABRICATEDCURB FLASHINGROOF WALKWAY PADCAULKING, BY MANUFACTURERMECHANICAL UNIT, PER PLAN;ATTACH MECH. UNIT TO SLEEPERPER MANUFACTURER'S INSTRUCTIONS.MANUFACTURER APPROVED SEALANT
ROOF SHEATHING,PER STRUCTURAL
1/4" DENSDECKPRIME ROOF BOARD
4" MIN.
MECHANICAL LINESMANUFACTURER APPROVED CAULK,WATER MUST NOT BE ALLOWEDTO POND W/IN PITCH PAN. 1/2" MIN.
FIELD WELD,MIN. 1 1/2" WIDE.FILLER(MINIMAL EXPANDINGSPRAY FOAM OR SIMILAR)
VINYL-COATED METAL PITCH PANW/ SINGLE-PLY MEMBRANE SKIRT ENSURE APPROVED SEALANTIS LEVEL W/ TOP OF CURB AND COVER W/APPROVED CAULK, SLOPE TOOUTSIDE OF PITCH PAN.
ROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARD CONTINUOUS APPROVEDTERMINATION BARSINGLE-PLY MEMBRANE FLASHING4" MIN. LAP OVER SEAMPLATE. FASTENER @ 12" O.C.
GASKETED FASTENER @ 12" O.C. MAX
4"
CONTINUOUS BEAD OF SEALANTRTU
INSULATED METAL CURB
SINGLE-PLY ROOFING,MECHANICALLY ATTACHED,OVER 1/2" DENSDECK OVERROOF SHEATHING PERSTRUCTURAL WELDED SPLICESINGLE-PLY ROOFING,MECHANICALLY ATTACHED,OVER 1/2" DENSDECK OVERROOF SHEATHING PERSTRUCTURAL EXTERIOR SHEATHING PERSTRUCTURALFULLY ADHERE SINGLE-PLYMEMBRANE TO SHEATHING4" MIN. LAP OVER SEAMPLATE. FASTENER @ 12" O.C. 2X WOOD FRAMING
4"
LAP & SEAL SINGLE-PLY ROOFINGMEMBRANE OVER SEAM PLATE
WELDED SPLICE8" MAX
4" CANT STRIP
4" MIN. LAP OVER SEAM PLATE
SINGLE-PLY ROOFINGOVER 1/2" DENSDECK
FASTENERS @ 12" O.C.PRE-ENGINEEREDTAPERED TRUSSROOF SHEATHING PERSTRUCTURAL 4"
ALTERNATE CURB: FLEXI FOOT 250
B.O. CANOPY+10'-6" A.F.F.
PRE-FINISHED METAL FLASHING6"X6"X3/8" ALUMINUM PLATEW/ (4) 5/8"Ø THRU BOLTS5/8" ZINC PLATED STEEL ROD AT48" O.C. MAXPRE-FINISHED METAL FLASHING 3/8"Ø LAG SCREW W/ 3" MIN. EMBED.6" ALUMINUM CHANNEL, TYP.,PRIME & PAINT FINISH, PER MANU.
PRE-FINISHEDMETAL FLASHING
2x BLOCKING, PER STRUCT.
2- 2x10 MIN. BLOCKING W/A34 TOP & BOTTOM, EACHSIDE
RAIN GUTTER, WHERE OCCURS OVERENTRY WALKS. SLOPE TO DOWNSPOUT 4"X4"X3/8" AL. CLEVIS PLATE, W/5/8"Ø BOLT.
.090 ALUMINUM SHEET DECK,ATTACHED TO EA. ANGLE W/ 1/4"TEK SCREWS AT 9" O.C. MAX. SLOPETO BUILDING4'-0" TYP.PER MFR.
AWNING LIGHT FIXTURE, PER PLAN,ANGLED TO WASH BLDG.10X2X18" MIN. CHANNEL @ 24" MAX. #10 SCREWS EACHCHANNEL TOP & BOTTOM
SCALE: 3" = 1'-0" AWNING DETAIL2ROOFING MATERIAL:DURO-LAST INC.DURO-LAST - 50 MIL - WHITE NOTE:ROOF PARAPET IS GREATER THAN 42"ABOVE ROOF LEVEL; NO FALLPROTECTION REQUIRED NDMECHANICAL EQUIPMENT SCREENED BYPARAPET BUILDINGPARAPET 2ROOF MOUNTEDHVAC EQUPMENT;COORD. W/MECHANICAL 14"PER 1'-0"
14"PER 1'-0"
CRICKETROOF MOUNTEDICE MACHINECONDENSING UNIT,COORD. WITHMECHANICAL;INSTALLED ONSLEEPERS.
ROOF MOUNTEDWALK-IN COOLERCONDENSING UNIT,COORD. WITH MECHANICAL;INSTALLED ON SLEEPERS.
METALAWNINGBELOW
METALAWNINGBELOW
14"PER 1'-0"
36"x30" ROOFACCESS HATCHEQ31BUILDINGPARAPET 1BUILDINGPARAPET 2 PARAPET 3 ROOF DRAIN, WITH OVERFLOW;DRAIN & DAYLIGHT ONTO PARAPET 2 ROOF.DAYLIGHT OVERFLOW 18" ABOVE GRADE.PARAPET 2 ROOF DRAIN WITH OVERFLOW;CONNECT PARAPET 2 ROOF DRAIN TO STORMSEWER OR DAYLIGHT THROUGH FACE OF CURBAT DRIVE AISE W/ MIN. 3" PVC, UNDER SLAB.DAYLIGHT OVERFLOW 18" ABOVE GRADE. 14"PER 1'-0"2A4.0 2A4.0
2A4.013A4.0
13A4.0
36"x36"KEYED ACCESS,BY G.C.
AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER OR DAYLIGHT TOFACE OF CURB AT DRIVE AISLE W/ MIN. 3" PVCUNDER SLAB.
AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER OR DAYLIGHTTO FACE OF CURB AT DRIVE AISLE AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER, DAYLIGHTTO FACE OF CURB OR TO LANDSCAPEW/ MIN. 3" PVC UNDER SLAB.
PARAPET 1 ROOF DRAINWITH OVERFLOW; CONNECT TOPARAPET 2 DRAIN. DAYLIGHTOVERFLOW 18" ABOVE GRADE 3'-2"1'-0"CRICKET
7A4.0
8A4.0
8A4.06A4.0
6A4.0
6A4.0
6A4.0
FRAMEDCANOPYBELOW
14"PER 1'-0"
14"PER 1'-0"
1/2"PER 1'-0"
1/4"PER 1'-0"06
14"PER 1'-0"METALAWNINGBELOW2A4.0
AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER,DAYLIGHT TO FACE OF CURB OR TOLANDSCAPE W/ MIN. 3" PVC UNDERSLAB.
RTU - 1700 #RTU - 2700 #
CONDENSER300#
CONDENSER210#
CONDENSER300#
3" ROOF DRAIN & OVERLFLOW;CONNECT TO STORM SEWER,DAYLIGHT TO FACE OF CURB ORDAYLIGHT TO LANDSCAPE W/ MIN. 3"PVC UNDER SLAB.CANOPY ROOF OVERFLOWDAYLIGHT 1" PROUD OF SOFFITMATERIAL
LINE OF COLUMN BELOW
7A8.0
7A8.0
7A8.0
6A8.0
6A8.0
8A8.07A8.0 6A8.0
A4.0
ROOF PLAN/ ROOFDETAILS
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SHEET NAME:
SHEET NUMBER:
DESCRIPTION:DATE:REV:Project No: CA4805Dutch Bros Coffee - New Freestanding StoreDB2550-A1NEC MITCHELL ROAD & CLINTON KEITH ROADMURRIETA, CA 95363APN:
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ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742 DATE: 09/20/2021