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HomeMy WebLinkAboutItem 4b. 736 Orcutt Rd. (ARCH-0221-2021)_High Resolution Plans736 ORCUTT ROAD - AFFORDABLE MIXED USE T1#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)TITLE SHEET 736 ORCUTT ROAD - AFFORDABLE HOUSING MIXED-USE VIEW FROM ORCUTT ROaD PROJECT DIRECTORY OWNER:HOUSING aUTHORITy OF SaN LUIS OBISPO 487 LEFF STREET SaN LUIS OBISPO, Ca 93401-4347 PHONE: (805) 543-4478 ARCHITECT:RRM DESIGN GROUP 3765 S. HIGUERa STREET, SUITE 102 SaN LUIS OBISPO, Ca 93401 CONTaCT: DaVID GIBBS PHONE: (805)-543-1794 EMaIL: DPGIBBS@RRMDESIGN.COM LANDSCAPE ARCHITECT:OaSIS aSSOCIaTES 3427 MIGUELITO COURT SaN LUIS OBISPO, Ca 93401 CONTaCT: SCOTT WRIGHT PHONE: EMaIL: SCOTT@OaSISaSSOC.COM CIVIL ENGINEER:RICK ENGINEERING COMPaNy 1160 MaRSH STREET SUITE 150 SaN LUIS OBISPO, Ca 93401 CONTaCT: TOM MaRTIN PHONE: (805) 544-0707 EMaIL: TMaRTIN@RICKENGINEERING.COM PROJECT ADDRESS:736 ORCUTT RD SaN LUIS OBISPO, Ca 93401 APN:053-201-014 PROJECT DESCRIPTION aFFORDaBLE HOUSING MIXED-USE PROJECT CONSISTING OF 39 UNITS OF LOW INCOME aFFORDaBLE HOUSING, 1 MaNaGERS UNIT, 1,000 SF COMMUNITy SPaCE, aND 850 SF EXISTING COMMERCIaL TO REMaIN. THIS PROJECT IS PROPOSING a 80% DENSITy BONUS aND WILL BE REQUESTING a PaRKING REDUCTION OF 47%. THE PROJECT HaS CHOSEN “aLL ELECTRIC” BUILDING DESIGN TO MEET REaCH CODE COMPLIaNCE FOR THE RESIDENTIaL PORTION OF THE PROJECT, BUT MaINTaINS a MIXED FUEL STaTUS aS IT RELaTES TO THE EXISTING COMMERCIaL USE. PLEaSE SEE aDDEDUM PROJECT NaRRaTIVE FOR MORE INFORMaTION aND JUSTIFCaTION FOR THE FOLLOWING LIST OF EXCEPTIONS, WaIVERS, aND CONCESSIONS. THE PROJECT REQUESTS THE FOLLOWING EXCEPTIONS: 1. FRONT yaRD SETBaCK REDUCTION 2. SIDE yaRD SETBaCK EXCEPTION THE PROJECT REQUESTS THE FOLLOWING SITE DEVELOPMENT WaIVER IN aCCORDaNCE WITH ZONING REGULaTIONS 17.140.070 aND GOVERNMENT CODE 65915(E)(1): 1. CREEK SETBaCK REDUCTION THE PROJECT REQUESTS THE FOLLOWING aLTERNaTIVE aFFORDaBLE HOUSING INCENTIVES/CONCESSIONS IN aCCORDaNCE WITH SZONING REGULaTIONS 17.140.070B.1 aND GOVERNMENT CODE 65915(K)(1): 1. MaXIMUM BUILDING HEIGHT 2. PaRKING REDUCTION SHEET INDEX T1 TITLE SHEET a2 EXISTING SITE SURVEy a3 TOP OF CREEK BaNK PER BOB HILL’S DETERMINaTION ON 10-03-2019 a4 500 yEaR FLOOD PLaIN WITH PROPOSED FOOTPRINT a5 SITE BUILDaBLE aREa EXHIBIT a6 PROPOSED SITE PLaN & GROUND FLOOR PLaN a7 SECOND & THIRD FLOOR PLaNS a8 ROOF PLaN a9 TyPICaL UNIT PLaNS a10 ELEVaTIONS a11 SITE SECTIONS a12 COLOR aND MaTERIaLS a13 DETaIL VIGNETTES a14 TRaSH ENCLOSURE a15 PROPOSED BUILDING SIGNaGE a16 SOLaR SHaDE STUDy - EXISTING VS PROPOSED ON 6/21 a17 SOLaR SHaDE STUDy - EXISTING VS PROPOSED ON 12/21 C1 CIVIL GRaDING aND DRaINaGE PLaN C2 STORMWaTER CONTROL PLaN C3 CIVIL UTILITy PLaN L1 LaNDSCaPE SITE PLaN L2 TREE INVENTORy PLaN PROJECT STATISTICS ZONING C-S PARCEL SIZE:0.669 aCRES (29,142 SF) AREA ABOVE TOP OF CREEK BANK 0.474 aCRES (20,629 SF) BUILDING GROSS AREA 18,489 SF GROUND FLOOR 5,171 SF SECOND FLOOR 6,659 SF THIRD FLOOR 6,659 SF MAX LOT COVERAGE:75% (21,857 SF) PROPOSED COVERAGE:18% (GROUND FLOOR/PaRCEL SIZE) MAX. F.A.R.1.5 (43,713 SF) PROPOSED F.A.R.0.63 (BUILDING GROSS/ PaRCEL SIZE) LANDSCAPE AREA:ON-SITE (5,211 SF) + OFF-SITE(2,529@ GaRIBaLDI +481 SF @ORCUTT R.O.W.) TOTaL = 8,221 SF IMPERVIOUS SURFACE:14,375 SF PERVIOUS SURFACE:1,043 SF MAX. ALLOWED HEIGHT:35’ aBOVE aVG. EXISTING GRaDE MAX. PROPOSED HEIGHT:40’-4” (3-STORy BUILDING)aDDITIONaL 3’-6” HEIGHT EXPECTED DUE TO 500 yEaR FLOOD PLaIN. SEE SHEET a6. YARD SETBACKS REQUIRED PROPOSED FRONT 10’10’ SIDE 5’5’ CREEK 20’6’-3” TO MaTCH EXISTING USE AREAS: RESIDENTIAL 37 x STUDIO (315 SF) 2 x 1-BED (500 SF) 1 x 2-BED MaNaGER’S UNIT (800 SF) TOTaL = 13,455 SF LAUNDRY/MECH.338 SF COMMON SPACE 1,000 SF CONSTRUCTION TYPE:TyPE VB SPRINKLERED NFPa 13R OCCUPANCY TYPE R-2 VICINITY MAP ZONING MAP PARKING AUTO PARKING CaLCULaTION SPaCE COUNT PARKING REQUIRED: RESIDENTIAL 1 SPaCE PER STUDIO & 1-BED X 39 39 2 SPaCES PER MaNaGERS UNIT 2 COMMERCIAL 1 SPaCE PER 300 SF (850/300) =3 SUBTOTaL=44 MIXED USE PARKING REDUCTION = 20% 44*80% = 35.2 = 36 REQUIRED TOTaL SPaCES. PARKING REQUIRED:TOTaL REQUIRED aFTER MIXED USE REDUCTION = 36 PARKING PROVIDED:STaNDaRD (COMMERCIaL) STaNDaRD (RESIDENTIaL) TaNDEM (RESIDENTIaL) TOTAL 3 8 8 19 PROPOSED REDUCTION 19 PROVIDED/36 REQUIRED =47% MOTORCYCLE PARKING REQUIRED (1/20 aUTO SPaCES = 44/20 = 2.4 3 PROVIDED DENSITy BONUS LaW CONCESSION 0 BICYCLE PARKING PARKING REQUIRED:1 PER DWELLING UNIT PER MUNICIPaL SEC. 17.140.040K.2 aND 2 FOR COMMERCIaL SPaCE 42 SHORT TERM PROVIDED:(COMMERCIaL aND GUESTS)14 LONG TERM PROVIDED:(RESIDENTIaL)40 TOTAL PROVIDED:54 REQUIRED EV READY/CAPABLE 25% OF PROVIDED PaRKING=19*0.25 = 5 PROVIDED EV INSTALLED 1 PROVIDED EV READY 4 SOLAR READY CONDITIONED AREA 14,525 SF REQUIRED SYSTEM SIZE 50.9 kW PV TYPICAL SOLAR PANEL 65”x39” 0.54 kW PV TOTAL PANELS REQUIRED REQUIRED SySTEM SIZE / TyPICaL SOLaR PaNEL 95 PaNELS TOTAL SOLAR READY ROOF REQUIRED REQUIRED SF 65”x39” PaNELS 95 PaNELS = 1,672 SF TOTAL SOLAR READY ROOF PROVIDED 65”x39” PaNELS 168 PaNELS = 3,000 SF DENSITY CALCULATIONS CaLCULaTION RESULT ALLOWED DENSITY UNITS 24/aCRE = 0.474(AREA ABOVE TOP OF BANK)*24 11.38 PROPOSED DENSITY (37) STUDIO*0.5 = (2) 1-BEDROOM*0.5= (1) 2-BEDROOM*1= TOTAL DENSITY UNITS= 18.5 1 1 20.5 PROPOSED DENSITY BONUS 20.5/11.38 80% Imagery ©2021 Google, Imagery ©2021 Data CSUMB SFML, CA OPC, Maxar Technologies, USDA Farm Service Agency, Map data ©2021 200 ft LaUREL LNORCUTT RD BROaD S T R aIL RO aDGaRIBaLD aVEMCMILLaN aVESITE SITE CP=2 EL=220.73 CP/MAG CP=51 EL=224.74 CP/SPK WSHR CP=454 EL=224.73 CP/SCRBX CP=455 EL=217.56 CP/SCRBX E7 E7 E5 E4 E7 E7 E4 FORMER R/W LINEOF 736 ORCUTT ROAD SAN LUIS OBISPO, CA 93401 APN: 053-201-014 TOPOGRAPHIC SURVEYREV. NO.DESCRIPTION OF CHANGES DATE PROFESSIO N A L LAND S U R VEYORNo. 8226 ERIC J. ACKERMAN AINROFILACFOET A T S SEPTEMBER 4, 2019 THIS WORK WAS PERFORMED BY ME IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYOR'S ACT.SHEET 1 OF 1 SCALE: 1" = 10' 0 10 20 30 40NGFLOOD ZONE MAP NO SCALE ZONE LINE N G DRAWING NAME: 000562TOPO01.DWG DATE OF WORK PERFORMED: AUGUST, 2019 LAYOUT NAME: 30X42 ORIG. DATE: 2019-08-14 POINT FILE: 000562CP.CRD DRAWN BY: GW GROMATICI LAND SURVEYING, INC. LOS OLIVOS * GOLETA 2432 RAILWAY AVE, SUITES I & J, LOS OLIVOS, CA 93441 MAIL: PO BOX 650, LOS OLIVOS, CA 93441 805-691-9112 PHONE * 866-610-1045 FAX INFO@GROMATICI.COM * WWW.GROMATICI.COM GARIBALDI AVE. PARCEL INFORMATION SITE SURVEYOR'S NOTES THIS SURVEY WAS PERFORMED IN AUGUST 2019 AT THE REQUEST OF THE HOUSING AUTHORITY OF THE COUNTY OF SAN LUIS OBISPO AT A SCALE OF 1" = 20' WITH A 1 FOOT CONTOUR INTERVAL. THE BOUNDARY SHOWN HEREON IS NOT A COMPLETE BOUNDARY SURVEY AND IS BASED UPON MINIMAL TIES TO RECORD BOUNDARY INFORMATION. THE WESTERLY LINE OF THE SUBJECT BOUNDARY IS A MEASURED BOUNDARY LINE, BUT THE INFORMATION SHOWN ALONG THE RIGHT-OF-WAY AND THE CREEK IS RECORD DATA ONLY. NO UNWRITTEN RIGHTS HAVE BEEN DEPICTED HEREON OR OPINIONS REGARDING UNWRITTEN RIGHTS HAVE BEEN NOTED. BASIS OF BEARINGS: THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS CCS83(1991.35) BASED UPON STATIC GPS TIES TO THE CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK, ADJUSTMENT OF 1999 CONTROL STATIONS NUMBERS 8070 AND 8071 LISTED THEREIN. VERTICAL DATUM AND PROJECT BENCHMARK: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD'88 BASED ON STATIC TIES STATION 74 OF THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM, 2019 ADJUSTMENT HAVING AN ELEVAITON OF 216.75' LOCAL BENCHMARK: THE LOCAL BENCHMARK FOR THIS SURVEY IS POINT NO. 455 HAVING AN ELEVATION OF 215.56' ALL ELEVATIONS AND DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET. R1 = RECORD DATA PER PARCEL MAP FILED IN BOOK 37, PAGE 68 OF PARCEL MAPS. RECORD DATA LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY IN THE COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A OF PARCEL MAPS NO. MS 84-084 IN THE CITY OF SAN LUIS OBISPO, COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA, ACCORDING TO MAP RECORDED JULY 18T, 1985 IN BOOK 37, PG 68 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. VICINITY MAP NO SCALE UTILITIES CABLE - COX/COMCAST GAS - SOUTHERN CALIFORNIA GAS ELECTRICITY - SOUTHERN CALIFORNIA EDISON FIBEROPTIC - VERIZON SEWER -CITY OF SAN LUIS OBISPO WATER - CITY OF SAN LUIS OBISPO ADDRESS:736 ORCUTT ROAD, SAN LUIS OBISPO, CA. 93401 APN: 053-201-014 SIZE: 29,130± SF GROSS, 20,239± NET PER RECORD ZONING:SERVICE COMMERCIAL C-S (PER CITY OF SAN LUIS OBISPO ZONING MAP) ADJACENT BOUNDARY MEASURED BOUNDARY GAS METER WATER METER POWER POLE DOWN SPOUT TREE WITH TRUNK DIAMETER TREE DRIPLINE (ACTUAL SIZE) BRICK SURFACE BUILDING CONCRETE SURFACE SETBACK LINES EASEMENT LINES CENTERLINE CHAIN LINK FENCE WOOD FENCE LEGAL CENTERLINE BOUNDARY LINE RIGHT-OF-WAY OVERHEAD WIRE THESE STANDARD SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN THE DRAWING LEGEND AC ASPHALTIC CONCRETE APN ASSESSORS PARCEL NUMBER BC BRASS CAP BFP BACK FLOW PREVENTER BK BOOK BW BACK OF WALK BLK BLOCK CLF CHAIN LINK FENCE CONC CONCRETE CP CONTROL POINT DI DROP INLET EBOX ELECTRICAL BOX EL ELEVATION ELEC ELECTRIC FF FINISH SURFACE FH FIRE HYDRANT FL FLOWLINE FNC FENCE FS FINISH SURFACE GM GAS METER GR GAS RISER HB HOSE BIB ICV IRRIGATION CONTROL VALVE IP IRON PIPE LP LAMP POST M MEASURED MH MANHOLE NG NATURAL GROUND PB PULL BOX PG PAGE PVMT PAVEMENT R RECORD DATA RR RAILROAD RAIL ROW RIGHT OF WAY RD ROOF DRAIN RSR RISER SCO SEWER CLEANOUT SMH SEWER MANHOLE TRANS TRANSFORMER TC TOP OF CURB VLT VAULT RIGHT-OF-WAY FOUND MONUMENT PER R1 SEARCHED; NOTHING FOUND OR SET SET MONUMENT SPOT ELEVATION TICK SPOT ELEVATION TICK SPOT ELEVATION LEADER SPOT ELEVATION AT DECIMAL GROMATICI CONTROL ONLY romaticiGLand Surveying, Inc. BOUNDARY DISCLAIMER THE BOUNDARY LINES SHOWN HEREON ARE FROM PUBLIC RECORDS ONLY THAT MAY INCLUDE PREVIOUS SURVEYS OR SIMPLY THE VESTING DEED. THESE MAY HAVE CONSIDERABLE ERRORS IN THEM. THE BOUNDARY LINES SHOWN HEREON ARE NOT BASED UPON A FIELD SURVEY UNLESS OTHERWISE STATED. ONLY MINIMAL FIELD TIES WERE PERFORMED. THAT MEANS THAT THIS SURVEYOR HAS NOT PHYSICALLY MEASURED EACH CORNER OF THE PARCEL, NOR HAVE INVESTIGATIONS BEEN DONE REGARDING GAPS OR OVERLAPS IN OWNERSHIP OR CHAIN OF TITLE RESEARCH. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ORCUTT ROADMC. MILLAN AVENUEGARIBALDI AVENUEB ROAD S T R E E T ZONE: ZONE "X" - SHADED AND UNSHADED - NOT A HAZARDOUS FLOOD ZONE REQUEST OF:MICHAEL BURKE TITLE:DIRECTOR OF CONSTRUCTION AND DEVELOPMENT, HASLO ADDRESS: CITY:SAN LIUS OBISPO PHONE: 805-595-1372 EMAIL:MBURKE@HASLO.ORG ORCUTT ROADTHE FOLLOWING LIST OF EASEMENTS CORRESPONDS TO THE LIST OF EASEMENTS IN THE PRELIMINARY TITLE REPORT DATED FEBRUARY 19, 2015 BY FIRST AMERICAN TITLE COMPANY ORDER NO. 4009-4845555. GROMATICI CAN NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF SAID DOCUMENT. EASEMENT NOTES 4. HIGHWAY PLAN LINE AS DISCLOSED BY A MAP FILED IN BOOK 1, PAGE 6 OF PLAN LINE MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SAID PLAN SHOWS A DASHED LINE 42' FROM THE CENTERLINE. THE CURRENT R/W LINE IS 42' FROM THE CENTERLINE. SEE DOCUMENT FOR FULL PARTICULARS. 5. A 12' WIDE EASEMENT FOR SANITARY SEWER LINE AND INCIDENTAL PURPOSES, RECORDED AUGUST 10, 1976 AS BOOK 1915, PAGE 125 OF OFFICIAL RECORDS. THIS EASEMENT AFFECTS THE SOUTHERLY 12' FEET OF THE LOT, PRIOR TO THE DEDICATION OR WIDENING OF ORCUTT STREET. THE PTR INDICATES THAT THE PROPERTY IS 42' FROM THE CENTERLINE; THIS THIS EASEMENT DOES NOT AFFECT US. HOWEVER, OUR SCOPE DID NOT INCLUDE INVESTIGATING IF THERE IS AN UNDERLYING FEE INTO ORCUTT ROAD. 7. THREE EASEMENTS AS CONTAINED ON PARCEL MAP MS-84-084 RECORDED JULY 18, 1985 IN BOOK 37 PAGE 68 OF PARCEL MAPS 1.1.A 5' PUBLIC UTILITY EASEMENT 1.2.A 10' STREET TREE EASEMENT 1.3.A CREEK MAINTENANCE EASEMENT - TO BE MAINTAINED IN IT'S NATURAL STATE WITH RIGHT TO MAKE IMPROVEMENTS E4 E5 E7 SHED SHED SHED STRUCTURE 736 ORCUTT RD. APN 053-201-014 736 ORCUTT RD. APN 053-201-031 42' 20' 42'APN 053-201-022 APN 053-201-012 CREEEK CREEEK 1 ADDED LINE AT CREEK BANK 09-04-2019 736 ORCUTT ROAD - AFFORDABLE MIXED USE a2#1608-02 19 May 2022 1” = 15’-0” (24X36 SHEET) 0 15 30 60 1” = 30’-0” (12X18 SHEET)EXISTING SITE SURVEY 736 ORCUTT ROAD - AFFORDABLE MIXED USE a3#1608-02 19 May 2022TOP OF CREEK BANK PER BOB HILL’S DETERMINATION ON 10-03-2019 + MINOR REVISION ON 05-18-2022 1” = 15’-0” (24X36 SHEET) 0 15 30 60 1” = 30’-0” (12X18 SHEET) OF 736 ORCUTT ROAD SAN LUIS OBISPO, CA 93401 APN: 053-201-014 TOPOGRAPHIC SURVEYREV. NO.DESCRIPTION OF CHANGES DATE AUGUST 22, 2019 THIS WORK WAS PERFORMED BY ME IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYOR'S ACT.SHEET 1 OF 1 SCALE: 1" = 10' 0 10 20 30 40N DRAWING NAME: 000562TOPO01.DWG DATE OF WORK PERFORMED: AUGUST, 2019 LAYOUT NAME: 30X42 ORIG. DATE: 2019-08-14 POINT FILE: 000562CP.CRD DRAWN BY: GW GROMATICI LAND SURVEYING, INC. LOS OLIVOS * GOLETA 2432 RAILWAY AVE, SUITES I & J, LOS OLIVOS, CA 93441 MAIL: PO BOX 650, LOS OLIVOS, CA 93441 805-691-9112 PHONE * 866-610-1045 FAX INFO@GROMATICI.COM * WWW.GROMATICI.COM PARCEL INFORMATION SITE SURVEYOR'S NOTES THIS SURVEY WAS PERFORMED IN AUGUST 2019 AT THE REQUEST OF THE HOUSING AUTHORITY OF THE COUNTY OF SAN LUIS OBISPO AT A SCALE OF 1" = 20' WITH A 1 FOOT CONTOUR INTERVAL. THE BOUNDARY SHOWN HEREON IS NOT A COMPLETE BOUNDARY SURVEY AND IS BASED UPON MINIMAL TIES TO RECORD BOUNDARY INFORMATION. THE WESTERLY LINE OF THE SUBJECT BOUNDARY IS A MEASURED BOUNDARY LINE, BUT THE INFORMATION SHOWN ALONG THE RIGHT-OF-WAY AND THE CREEK IS RECORD DATA ONLY. NO UNWRITTEN RIGHTS HAVE BEEN DEPICTED HEREON OR OPINIONS REGARDING UNWRITTEN RIGHTS HAVE BEEN NOTED. BASIS OF BEARINGS: THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS CCS83(1991.35) BASED UPON STATIC GPS TIES TO THE CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK, ADJUSTMENT OF 1999 CONTROL STATIONS NUMBERS 8070 AND 8071 LISTED THEREIN. VERTICAL DATUM AND PROJECT BENCHMARK: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD'88 BASED ON STATIC TIES STATION 74 OF THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM, 2019 ADJUSTMENT HAVING AN ELEVAITON OF 216.75' LOCAL BENCHMARK: THE LOCAL BENCHMARK FOR THIS SURVEY IS POINT NO. 455 HAVING AN ELEVATION OF 215.56' ALL ELEVATIONS AND DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET. R1 = RECORD DATA PER PARCEL MAP FILED IN BOOK 37, PAGE 68 OF PARCEL MAPS. RECORD DATA LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY IN THE COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A OF PARCEL MAPS NO. MS 84-084 IN THE CITY OF SAN LUIS OBISPO, COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA, ACCORDING TO MAP RECORDED JULY 18T, 1985 IN BOOK 37, PG 68 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. VICINITY MAP NO SCALE UTILITIES CABLE - COX/COMCAST GAS - SOUTHERN CALIFORNIA GAS ELECTRICITY - SOUTHERN CALIFORNIA EDISON FIBEROPTIC - VERIZON SEWER -CITY OF SAN LUIS OBISPO WATER - CITY OF SAN LUIS OBISPO ADDRESS:736 ORCUTT ROAD, SAN LUIS OBISPO, CA. 93401 APN: 053-201-014 SIZE: 29,130± SF GROSS, 20,239± NET PER RECORD ZONING:SERVICE COMMERCIAL C-S (PER CITY OF SAN LUIS OBISPO ZONING MAP) ADJACENT BOUNDARY MEASURED BOUNDARY GAS METER WATER METER POWER POLE DOWN SPOUT TREE WITH TRUNK DIAMETER TREE DRIPLINE (ACTUAL SIZE) BRICK SURFACE BUILDING CONCRETE SURFACE SETBACK LINES EASEMENT LINES CENTERLINE CHAIN LINK FENCE WOOD FENCE LEGAL CENTERLINE BOUNDARY LINE RIGHT-OF-WAY OVERHEAD WIRE THESE STANDARD SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN THE DRAWING LEGEND AC ASPHALTIC CONCRETE APN ASSESSORS PARCEL NUMBER BC BRASS CAP BFP BACK FLOW PREVENTER BK BOOK BW BACK OF WALK BLK BLOCK CLF CHAIN LINK FENCE CONC CONCRETE CP CONTROL POINT DI DROP INLET EBOX ELECTRICAL BOX EL ELEVATION ELEC ELECTRIC FF FINISH SURFACE FH FIRE HYDRANT FL FLOWLINE FNC FENCE FS FINISH SURFACE GM GAS METER GR GAS RISER HB HOSE BIB ICV IRRIGATION CONTROL VALVE IP IRON PIPE LP LAMP POST M MEASURED MH MANHOLE NG NATURAL GROUND PB PULL BOX PG PAGE PVMT PAVEMENT R RECORD DATA RR RAILROAD RAIL ROW RIGHT OF WAY RD ROOF DRAIN RSR RISER SCO SEWER CLEANOUT SMH SEWER MANHOLE TRANS TRANSFORMER TC TOP OF CURB VLT VAULT RIGHT-OF-WAY FOUND MONUMENT PER R1 SEARCHED; NOTHING FOUND OR SET SET MONUMENT SPOT ELEVATION TICK SPOT ELEVATION TICK SPOT ELEVATION LEADER SPOT ELEVATION AT DECIMAL GROMATICI CONTROL ONLY BOUNDARY DISCLAIMER THE BOUNDARY LINES SHOWN HEREON ARE FROM PUBLIC RECORDS ONLY THAT MAY INCLUDE PREVIOUS SURVEYS OR SIMPLY THE VESTING DEED. THESE MAY HAVE CONSIDERABLE ERRORS IN THEM. THE BOUNDARY LINES SHOWN HEREON ARE NOT BASED UPON A FIELD SURVEY UNLESS OTHERWISE STATED. ONLY MINIMAL FIELD TIES WERE PERFORMED. THAT MEANS THAT THIS SURVEYOR HAS NOT PHYSICALLY MEASURED EACH CORNER OF THE PARCEL, NOR HAVE INVESTIGATIONS BEEN DONE REGARDING GAPS OR OVERLAPS IN OWNERSHIP OR CHAIN OF TITLE RESEARCH. THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ORCUTT ROADMC. MILLAN AVENUEGARIBALDI AVENUEB ROAD S T R E E T REQUEST OF:MICHAEL BURKE TITLE:DIRECTOR OF CONSTRUCTION AND DEVELOPMENT, HASLO ADDRESS: CITY:SAN LIUS OBISPO PHONE: 805-595-1372 EMAIL:MBURKE@HASLO.ORG THE FOLLOWING LIST OF EASEMENTS CORRESPONDS TO THE LIST OF EASEMENTS IN THE PRELIMINARY TITLE REPORT DATED FEBRUARY 19, 2015 BY FIRST AMERICAN TITLE COMPANY ORDER NO. 4009-4845555. GROMATICI CAN NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF SAID DOCUMENT. EASEMENT NOTES 4. HIGHWAY PLAN LINE AS DISCLOSED BY A MAP FILED IN BOOK 1, PAGE 6 OF PLAN LINE MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SAID PLAN SHOWS A DASHED LINE 42' FROM THE CENTERLINE. THE CURRENT R/W LINE IS 42' FROM THE CENTERLINE. SEE DOCUMENT FOR FULL PARTICULARS. 5. A 12' WIDE EASEMENT FOR SANITARY SEWER LINE AND INCIDENTAL PURPOSES, RECORDED AUGUST 10, 1976 AS BOOK 1915, PAGE 125 OF OFFICIAL RECORDS. THIS EASEMENT AFFECTS THE SOUTHERLY 12' FEET OF THE LOT, PRIOR TO THE DEDICATION OR WIDENING OF ORCUTT STREET. THE PTR INDICATES THAT THE PROPERTY IS 42' FROM THE CENTERLINE; THIS THIS EASEMENT DOES NOT AFFECT US. HOWEVER, OUR SCOPE DID NOT INCLUDE INVESTIGATING IF THERE IS AN UNDERLYING FEE INTO ORCUTT ROAD. 7. THREE EASEMENTS AS CONTAINED ON PARCEL MAP MS-84-084 RECORDED JULY 18, 1985 IN BOOK 37 PAGE 68 OF PARCEL MAPS 1.1.A 5' PUBLIC UTILITY EASEMENT 1.2.A 10' STREET TREE EASEMENT 1.3.A CREEK MAINTENANCE EASEMENT - TO BE MAINTAINED IN IT'S NATURAL STATE WITH RIGHT TO MAKE IMPROVEMENTS SHED SHED SHED STRUCTURE 736 ORCUTT RD. APN 053-201-014 736 ORCUTT RD. APN 053-201-031 APN 053-201-022 APN 053-201-012 #1608-02-RS19 MaRch 29, 2021 1:10 (42X30 ShEET) 0 4 8 16 a3500 YEAR FLOOD PLAIN WITH PROPOSED FOOTPRINT OVERLAY PROPOSED FOOTPRINT PROPOSED FOOTPRINT 750 ORCUTT ROAD - AFFORDABLE SPECIAL NEEDS 500 YEaR LINE 736 ORCUTT ROAD - AFFORDABLE MIXED USE a4#1608-02 19 May 2022500 YEAR FLOOD PLAIN WITH PROPOSED FOOTPRINT 1” = 15’-0” (24X36 SHEET) 0 15 30 60 1” = 30’-0” (12X18 SHEET) 736 ORCUTT ROAD - AFFORDABLE MIXED USE a5#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)SITE BUILDABLE AREA EXHIBIT EXISTING STRUCTURE TO PRESERVE SITE BUILDABLE AREA = 7,416SF 7,416 /29,142 = 25% OF SITE = BUILDaBLE aREa 15’ UPPER STORY SETBACK10’ FRONT SETBACK (MATCHES P.U.E.)10’ SIDE SETBACK 5’ SIDE SETBACK20’ CREEK SETBACK6’-3” MATCHING EXISTING DISTURBANCE/STRUCTURE20’-0”MIN DISTaNCE FROM EXISTING STRUCTURE20’-0” MIN DISTaNCE FROM EXISTING STRUCTURE 42’-0”(42/188 = 22% OF STREET FaCING PROPERTy LINE)aRCHITECTURaL EXTERIOR LIGHTING SHELTER LED WaLL SCONCE 1324-BK-LED SaTIN BLaCK HINKLEy LIGHTING DaRK SKy COMPLIaNT 14 COUNT 736 ORCUTT ROAD - AFFORDABLE MIXED USE a6#1608-02 19 May 2022 1” = 10’-0” (24X36 SHEET) 0 10 20 40 1” = 40’-0” (12X18 SHEET)PROPOSED SITE PLAN & GROUND FLOOR PLAN 5’ SIDE SETBaCK 10’ FRONT SETBaCK 6’ - 3” SETBaCK MaTCHING EXISTING HOUSE SETBaCK 20’ CREEK SETBaCK COMMON OUTDOOR AREA 19 PARKING STALLS 11-STANDARD 8-TANDEM (3 EV INSTALLED, 2 EV READY)ORCUTT ROADGARIBALDI AVE EV READY EV READY EV READY EV READY EV INSTALLED OPEN CORRIDOR ELEV.STAIR STAIR R.R. JAN. CL. ELECTRICAL ROOM FIRE RISER ROOM MECH. R T 120 SF LNDRY LNDRY BIKE STORAGE x24 BIKE STORAGE x16 BIKE PARKING x7 BIKE PARKING x7 EXISTING COMMERCIAL TO REMAIN 850 SF 1,000 SF COMMON 315 SF STUDIOS 500 SF 1-BED 103’-11”61’-1”29’-0” 10’-0”38’ -6” 194’ OVERALL BUILDING LENGTH O O 188’-0”5’-0” 120 SF LAUNDRY V EXTERIOR CORRIDOR 315 SF STUDIOS 500 SF 1-BED 800 SF 2-BED OPEN CORRIDOR EXTERIOR CORRIDOR 315 SF STUDIOS 500 SF 1-BED OPEN CORRIDOR 736 ORCUTT ROAD - AFFORDABLE MIXED USE a7#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)SECOND & THIRD FLOOR PLANS SECOND FLOOR PLAN 1/8" = 1'-0" (24 X 36 SHEET)1 THIRD FLOOR PLAN 1/8" = 1'-0" (24 X 36 SHEET)2 736 ORCUTT ROAD - AFFORDABLE MIXED USE a8#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)ROOF PLAN 8:12 3:12 3:12 0.25:12 MECH WELL EXISTING HOUSE 0.25:12 0.25:12 3:12 3:12 3:12 6.5:12 6.5:12 6:12 4:12 8:12 3:12 3:12 3:12 3:12 3:12 3:12 3:12 6:12 4:12 736 ORCUTT ROAD - AFFORDABLE MIXED USE a9#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)TYPICAL UNIT PLANS STUDIO UNIT 320 SF 1-BED UNIT 515 SF 2-BED UNIT 800 SF 736 ORCUTT ROAD - AFFORDABLE MIXED USE a10#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)ELEVATIONS NORTH ELEVATION 1/8" = 1'-0" (24 X 36 SHEET)3 WEST ELEVATION 1/8" = 1'-0" (24 X 36 SHEET)1 EAST ELEVATION 1/8" = 1'-0" (24 X 36 SHEET)2 SOUTH ELEVATION 1/8" = 1'-0" (24 X 36 SHEET)4 0’-0” (220’-6” FF) 3’-0” (223’-6” FF) 13’-5” (233’-11” FF) 23’-10” (244’-4” FF) 35’ aBOVE aVG. GRaDE (257’-3”) 35’ aBOVE aVG. GRaDE (257’-3”) GROUND LEVEL GROUND LEVEL SECOND FLOOR THIRD FLOOR MaX HEIGHT (222’-3”) (222'-3”) (222'-3”) aVG. EXISTING GRaDE aVG. NaTURaL GRaDE aVG. NaTURaL GRaDE MaX aLLOWaBLE MaX aLLOWaBLE HEIGHT CALC: LOW POINT: 221.1’ HIGH POINT: 223.3’ aVG. NaTURaL GRaDE (a.N.G.): (221.1' + 223.3’) / 2 = 222.2' MaX GRaDE HEIGHT aLLOWED = 222.2’ + 35’ = 257.2’ MaX GRaDE HEIGHT PROPOSED = 261.5’ - 257.2’ = 4.3’ OVER HEIGHT aLLOWED NOTE: REQUESTED VARIANCE OF 3.6’ DUE TO 500’ FLOOD PLAIN FINISH FLOOR REQUIREMENTS AND AS A RESULT OF PROPER ARCHITECTURAL CHARACTER PER CONTEXT 0’-0” (220’-6” FF) GROUND LEVEL 13’-5” (233’-11” FF) 23’-10” (244’-4” FF) 41’-0”(261’-6” = 39.25’ FROM a.N.G.) SECOND FLOOR THIRD FLOOR MaX HEIGHT 13-4” (233'-10” FF) 13’-4” (233'-10” FF) 3’-0” (223'-6” FF) 222'-3” 23’-8” (244’-2”) FF) 23’-8” (244'-2” FF) 35’ aBOVE aVG. NaTURaL GRaDE (257’-3”) 35’ aBOVE aVG. NaTURaL GRaDE (257’-3”) 41’-0”(261’-6” = 39.25’ FROM a.N.G.) 41’-0”(261’-6” = 39.25’ FROM a.N.G.) SECOND FLOOR SECOND FLOOR GROUND FLOOR aVG. NaTURaL GRaDE THIRD FLOOR THIRD FLOOR MaX aLLOWaBLE MaX aLLOWaBLE MaX HEIGHT - 4.25’ HEIGHT EXCEPTION REQUEST P.L.P.L. 5’-0” SIDE SETBaCK4.25’4.25’4’-0” UPPER SIDE SETBaCK 4’-0” UPPER SIDE SETBaCK R-4 SETBaCK PLaNE LINE. EXCEPTION REQUEST PER PROJECT DESCRIPTION. R-4 SETBaCK PLaNE LINE. EXCEPTION REQUEST PER PROJECT DESCRIPTION. 5’-0” SIDE SETBaCK MaX HEIGHT - 4.25’ HEIGHT EXCEPTION REQUEST P.L. P.L. 10’-0” FRONT SETBaCK 10’-0” FRONT SETBaCK 41’-0”(261’-6” = 39.25’ FROM a.N.G.) 736 ORCUTT ROAD - AFFORDABLE MIXED USE a11#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)SITE SECTIONS CROSS SECTION THROUGH DOUBLE LOADED HALL 1/8" = 1'-0" (24 X 36 SHEET)2 CROSS SECTION THROUGH COVERED PARKING 1/8" = 1'-0" (24 X 36 SHEET)1 STUDIO STUDIO COVERED PaRKING COMMON SPaCE HaLL HaLL 2’-0” (222’-6” FF) 13’-4” (233’-10” FF) 23’-8” (244’-2” FF) PaRKING F.F. @ SECTION CUT SECOND FLOOR. THIRD FLOOR GaRIBaLD aVE GaRIBaLD aVE STUDIO STUDIO STUDIO 2-BED STUDIO STUDIO HaLL HaLL HaLL 35’ aBOVE aVG. GRaDE (257’-3”) MaX aLLOWaBLE 40’-4” (260’-10”) MaX HEIGHT 3’-0” (222’-6” FF) 13’-4” (233’-10” FF) 23’-8” (244’-2” FF) GROUND F.F. @ SECTION CUT SECOND FLOOR. THIRD FLOOR 35’ aBOVE aVG. GRaDE (257’-3”) MaX aLLOWaBLE 40’-4” (260’-10”) MaX HEIGHT 736 ORCUTT ROAD - AFFORDABLE MIXED USE a12#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)COLOR AND MATERIALS a B C D F E JG KH WINDOW TRIM & BRaCKETS SW 7069 IRON ORE aCCENT ROOFING MCELROy STaNDING SEaM MEDIUM BRONZE PRIMaRy ROOFING GaF ROOFING TIMBERLINE HD PEWTER GRay FaSCIa BOaRD SW 6129 RESTRaINED GOLD CORRUGaTED METaL SIDING PaC CLaD SLaTE GRay aCCENT SIDING aLLURa FIBER CEMENT HORIZONTaL SIDING 6” LaP CEDaR COLOR PLaSTER MERLEX STUCCO EL DORaDO P-6 COLOR PRIMaRy SIDING FIBER CEMENT HORIZONTaL SIDING 9” LaP SW 6537 LUXE BLUE LIGHTING SHELTER LED WaLL SCONCE 1324-BK-LED SaTIN BLaCK HINKLEy LIGHTING LaP SIDING CORNER TRIM XTREME TRIM BLaCK COLOR a a B B F F DD C C E E J K KHH J G G 736 ORCUTT ROAD - AFFORDABLE MIXED USE a13#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)DETAIL VIGNETTES ACCENT SIDING DETAIL3 FARMHOUSE GABLE DETAIL2 COMMON SPACE ENTRANCE DETAIL1 WOOD-LOOK FIBERGLASS GABLE ACCENT SOLAR PANELS SOLAR PANELS ON ROOF STANDING SEAM ACCENT ROOF DECORATIVE METAL TRUSS BRACKET WOOD-LOOK METAL GUARDRAILS POWDERCOATED METAL BRACE WOOD-LOOK FIBER CEMENT SIDING WINDOW BOX W/ KINETIC METAL ART WOOD-LOOK FIBERGLASS RAIL DETAL ACCENT WOOD-LOOK METAL PANELS METAL SUSPENSION CABLE METAL RAISED LETTER SIGNAGE SUSPENDED METAL AWNING SCONCE LIGHT FIXTURE PARAPET CAP CORRUGATED METAL SIDING METAL WINDOW HEADER STREET-FACING STOREFRONT PRECAST CAP PLASTER WAINSCOT BASE 0’-0” FF 12'-0” 14'-0” 9’-6” GROUND LEVEL TOP OF TRUSS MaX HEIGHT TOP OF PLaSTER 736 ORCUTT ROAD - AFFORDABLE MIXED USE a14#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)TRASH ENCLOSURE PLAN VIEW1 WOOD-LOOK FIBERGLASS LOUVERS STANDING SEAM ACCENT ROOF POWDERCOATED METAL BRACE SCONCE LIGHT FIXTURE PLASTER FINISH 6’ WIDE METAL DOUBLE ACCESS DOORS DETAIL VIGNETTE2 ELEVATION A 1/2" = 1'-0" (24 X 36 SHEET)3 ELEVATION B 1/2" = 1'-0" (24 X 36 SHEET)4 TRASH 4 YARD CONTAINER 58” X 84” RECYCLING 4 YARD CONTAINER 58” X 84” ORGANICS 65 GALLON ORGANICS 65 GALLON 16’ - 0” 9’ - 0” WIDE GATE 12’ 6” 5’ 6” STORAGE DEPTH5’ 6” AISLE DEPTH66” WIDE INTERIOR ACCESS AREA 1/2" = 1'-0" (24 X 36 SHEET) EAST ELEVATION 1/8" = 1'-0" (24 X 36 SHEET)2 SOUTH ELEVATION 1/8" = 1'-0" (24 X 36 SHEET)4 736 ORCUTT ROAD - AFFORDABLE MIXED USE a15#1608-02 19 May 2022 1/8” = 1’-0” (24X36 SHEET) 0 4 8 16 1/16” = 1’-0” (12X18 SHEET)PROPOSED BUILDING SIGNAGE PROJECT SIGN 1 WayFINDING 1 WayFINDING 2 PROJECT SIGN 2 RaISED CHaNNEL aDDRESS SIGN (1.33’X 9’ = 12 SF) RaISED CHaNNEL aDDRESS SIGN (1.33’X 9' = 12 SF) RaISED CHaNNEL SIGN (1.33’X14' = 19 SF) WaLL SIGN (1.5’X18' = 27 SF) Proposed Sign Statistics Orcutt Street (2 Project Signs - no illumination ) Raised Channel Sign (1) 19 S.F. Wall Sign (1) 27 S.F. Total SF allowed in C-S zone = 200 SF and 2 Signs. Signs Proposed: 46 SF and 2 Signs Internal to Project (2 Wayfinding Address Signs) Raised Channel Signs (2) 24 S.F. total 736 ORCUTT ROAD - AFFORDABLE MIXED USE a16#1608-02 19 May 2022SOLAR SHADE STUDY - EXISTING VS PROPOSED ON 6/21 EXISTING (YELLOW) - 6-21 @ 9 AM1E PROPOSED (MAGENTA) - 6-21 @ 9 AM1P EXISTING (YELLOW) - 6-21 @ NOON2E PROPOSED (MAGENTA) - 6-21 @ NOON2P EXISTING (YELLOW) - 6-21 @ 3 PM3E PROPOSED (MAGENTA) - 6-21 @ 3 PM3P 736 ORCUTT ROAD - AFFORDABLE MIXED USE a17#1608-02 19 May 2022SOLAR SHADE STUDY - EXISTING VS PROPOSED ON 12/21 EXISTING (YELLOW) - 12-21 @ 9 AM1E EXISTING (YELLOW) - 12-21 @ NOON2E PROPOSED (MAGENTA) - 12-21 @ NOON 2P EXISTING (YELLOW) - 12-21 @ 3 PM3E PROPOSED (MAGENTA) - 12-21 @ 3 PM3PPROPOSED (MAGENTA) - 12-21 @ 9 AM1P 736 ORCUTT ROAD - AFFORDABLE MIXED USE C1#1608-02 19 May 2022 1” = 10’-0” (24X36 SHEET) 0 5 10 20 1” = 20’-0” (12X18 SHEET)CIVIL GRADING AND DRAINAGE PLAN 736 ORCUTT ROAD - AFFORDABLE MIXED USE C2#1608-02 19 May 2022 1” = 10’-0” (24X36 SHEET) 0 5 10 20 1” = 20’-0” (12X18 SHEET)STORMWATER CONTROL PLAN CONFIRMED WITH PUBLIC WORKS THAT EXISTING LINE IS 4” 736 ORCUTT ROAD - AFFORDABLE MIXED USE C3#1608-02 19 May 2022 1” = 10’-0” (24X36 SHEET) 0 5 10 20 1” = 20’-0” (12X18 SHEET)CIVIL UTILITY PLAN 736 ORCUTT ROAD - AFFORDABLE MIXED USE L1#1608-02 19 May 2022 1” = 10’-0” (24X36 SHEET) 0 5 10 20 1” = 20’-0” (12X18 SHEET)LANDSCAPE SITE PLAN 736 ORCUTT ROAD - AFFORDABLE MIXED USE L2#1608-02 19 May 2022TREE INVENTORY PLAN