HomeMy WebLinkAboutApproved Plans (2nd Submittal - SLO Rep 7-8-22)SYMBOLS :
NN
A
A-2
A
A-2
A
A-2
A
A-2
AA
TRU E N ORT H
CROSS SECTION
DETAIL
INTERIOR ELEVATION
SECTION LETTER
SHEET WHERE
SECTION IS LOCATED
SHEET WHERE
DETAIL IS LOCATED
DETAIL NUMBER
1
2
3
4
INTERIOR ELEVATION
NUMBER
SHEET WHERE
INTERIOR ELEVATION
IS LOCATED
DOOR NUMBER
WINDOW NUMBER
KEYNOTE
REVISION NU MBER
DOOR NUMBER
WINDOW NUMBER
NUMBER OR LETTER
REVISION NUMBER
BENCHES
2 FT. SEPARATION
PG&E
TRANSFORMER
R R OT T
3 BIKE
LOCKERS
TRASH ENCL. BELOW
PER CITY STDS.
SITE PLAN
SHEET INDEX
LABEL TIT LE
A-1.0 SITE PLAN , VIC NITY MAP, PROJECT D AT A, GENERAL NOTES
A-2 COLOR ELEVATIONS
A-3 CODE AN ALYSIS
A-4 FL OOR PLAN
A-4.1 MEZZANINE-CO NTR OL ROOMS PLANS
A-4.2 ROOF PLAN
A-5 DOOR AN D WINDOW SCHEDUL ES, RATED WALLS SPECS, ST OR EFRO NT
AND GLAZING SYSTEM
A-5.1 TERR COTTA RAIN SC REEN DET AIL S
A-6 ELEVATIONS
A-6.1 ELEVATIONS
A-7 RENDERINGS
A-8 SEC TIONS
A-8.1 SEC TIONS
A-8.2 SEC TIONS
A-9 EXI TING PLAN
A-10 ACCESSIBILITY DETAILS
A-11.1 REFLECD TED CEILING PLAN- 2ND F LOOR
A-12 INTERIOR ELEVATIONS
A-12.1 INTERIOR ELEVATIONS
C1 CIVIL NOTES
C2 GRADING PLAN
C3 CIVIL DETAIL SHEET
C4 UTIL ITY PLAN
C-5 UTIL ITY PLAN
L-1 CONCEPTUAL LANDSCAPE PLAN
L2 CONCEPTUAL LANDSCAPE PLAN
S1.2 MAIN FL OOR: FOUND AT ION & F RAMING PLAN
S1.3 SEC OND FLOOR: FRAMING PLAN
S1.4 LOW ROOF & CATWALK: FRAMING PLAN
S1.5 HIGH RO OF: FRAMIN G PLAN
M-0.0 MECHANICAL NOTES, LEGEND & ABBREVIATIONS
M-1.0 MECHANICAL SCHEDULES
M-1.1 MECHANICAL SCHEDULES
M-2.0 MECHANICAL DETAILS
M-2.1 MECHANICAL DETAILS
M-3.0 MECHANICAL BASEMENT LEVEL ZONE PLAN
M-3.1 MECHANICAL BASEMENT LEVEL FLOOR PLAN
M-3.2 MECHANICAL BASEMENT LEVEL HYDR ONIC PIPING PLAN
M-4.0 MECHANICAL FRIST FLOOR ZONE PLAN
M-4.1 MECHANICAL FIRST FLOOR PLAN
M-4.2 MECHANICAL FIRST FLOOR HYD RONIC PIPING PLAN
M-5.0 MECHANICAL SECON D FLO OR ZONE PL AN
M-5.1 MECHANICAL SECON D FLO OR PLAN
M-5.2 MECHANICAL CATWALK LEVEL FLOOR PLAN
M-5.3 MECHANICAL SECON D FLO OR HYDR ONIC PIPING PLAN
M-6.0 MECHANICAL ROOF DECK LEVEL ZONEN PLAN
M-6.1 MECHANICAL ROOF DECK LEVEL PLAN- ALL ELECTRIC CENTRAL PLANT
OPT ION 1 EXHIBIT
M-6.2 MECHANICAL ROOF DECK LEVEL FLOOR PLAN- ALL ELECTRIC CEN TRAL
PLANT O PTION 2 EXHIBIT
M-6.3 MECHANICAL ROOF DECK HYD RON IC PIPIN G PLAN
M-7.0 MECHANICAL ROOF DECK LEVEL FLOOR PLAN- STANDARD GAS HEATING
EXH IBIT
MC-1 MECHANICAL CONTR OLS
MC-2 MECHANICAL CONTR OLS
MC-3 MECHANICAL CONTR OLS
MC-4 MECHANICAL CONTR OLS
MC-5 MECHANICAL CONTR OLS
P1.0 PLUMBING NOT ES, SCHEDULES, LEGEND & ABBR EVIATIONS
P2.0 PLUMBING DETAILS
P3.0 PLUMBING BASEMEN T WASTE & VEN T PLAN
P3.1 PLUMBING BASMEMEN T WAT ER PLAN
P4.0 PLUMBING FIRST FLOOR WASTE & VENT PLAN
P4.1 PLUMBING FIRST FLOOR WATER PLAN
P5.0 PLUMBING SECOND F LOOR PLAN
P6.0 PLUMBING ROOF PLAN
E-1 GEN ERAL NOTES, SYMBOLS AND ABBREVIATIONS
E-5 SINGLE LIN E D IAGRAM
E-6 ELECTRICAL SCHEDULES
E-9 ELECTRICAL SITE PLAN
E-10 BASEMENT LEVEL POWER PLAN
E-11 FIR ST FLOOR POWER PL AN
E-12 SEC OND FLOOR POWER PLAN
E-13 CATWALK LEVEL POWER PLAN
E-14 ROOF POWER PLAN
E-15 BASEMENT LEVEL LIGHT ING PLAN
E-16 FIR ST FLOOR LIGH TING PLAN
E-17 SEC OND FLOOR LIGHTING PLAN
E-16 CATWALK LEVEL LIGHTING PLAN
E-20 ELECTRICAL DETAILS
T-GA001 GEN ERAL ARRANGEMEN TS COVER SHEET & INDEX
T-GA002 GEN ERAL ARRANGEMEN TS COORD ZONE PLANS
T-GA010 GEN ERAL ARRANGEMEN TS THEATRICAL POWER KEYS & DET AILS
T-GA011 GEN ERAL ARRANGEMEN TS THEATRICAL POWER PLANS
T-GA012 GEN ERAL ARRANGMENTS THEATRIC AL POWER PLANS
T-GA020 GEN ERAL ARRANGEMEN TS THEATRICAL LIG HTING KEYS & DET AIL S
T-GA021 GEN ERAL ARRANGEMEN TS THEATRICAL ZONE LIGHTIN G PLANS
T-GA022 GEN ERAL ARRANGEMEN TS THEATRICAL ZONE LIGHTIN G PLANS
T-GA030 GEN ERAL ARRANGEMEN TS CABLE MANAGEMENT KEY & DETAILS
T-GA031 GEN ERAL ARRANGEMEN TS CABLE MANAGEMENT/SERVICES PLAN
T-GA032 GEN ERAL ARRANGEMEN TS CABLE MANAGEMENT/SERVICE PLAN S
T-GA040 GEN ERAL ARRANGEMEN TS INFRASTR UCTUR E, FINISHES, & DETAILS
T-GA041 GEN ERAL ARRANGEMEN TS INFRASTR UCTUR E, FINISHES, & DETAILS
T-GA042 GEN ERAL ARRANGEMEN TS INFRASTR UCTUR E, FINISHES, & DETAILS
T-GA043 GEN ERAL ARRANGMENTS INF RASTRUCTURE, FINISHES & D ET AILS
T-TE111 THEATRE EQUIPMENT BASEMENT LEVEL PLAN
T-TE112 THEATRE EQUIPMENT STAGE LEVEL PLAN
T-TE113 THEATRE EQUIPMENT BALC ONY LEVEL PLAN
T-TE114 THEATRE EQUIPMENT CATWALK LEVEL PLAN
T-TE121 THEATRE EQUIPMENT CENTERLINE SECTION
T-TE122 THEATRE EQUIPMENT TRANSVERSE SECTIONS
T-TE123 THEATRE EQUIPMENT BLAC K BO X SECTIONS
T-TE131 THEATRE EQUIPMENT STAGE TRAP PLATFORM DETAILS
T-TE132 THEATRE EQUIPMENT CHAIN MO TOR CONTROL SYSTEM
T-TL010 THEATRIC AL SWITCH ING AND CON TROL NOTES AND D ET AILS
T-TL011 THEATRIC AL LI GHTING SYSTEM SWITCH ING & CTRL BOX SCHEDULES
T-TL012 THEATRIC AL LI GHTING SYSTEM SWITCH ING @ CTRL BOX SCHEDULES
T-TL021 THEATRIC AL LI GHITNG SWITCH ING AND CON TROL PH ILOSO PHY-T HRUST
THEATRE
T-TL022 THEATRIC AL LI GHTING SWITCH ING AND CON TROL PH ILOSO PHY- BLACK
BOX
T-TL111 THEATRIC AL LI GHTING SWITCH ING AND CON TROL PL AN
T-TL112 THEATRIC AL LI GHTING SWITCH ING AND CON TROL PL AN
T-TL113 THEATRIC AL LI GHTING SWITCH ING AND CON TROL PL AN
T-TL114 THEATRIC AL LI GHTING SWITCH ING AND CON TROL PL AN
T-TL131 THEATRIC AL LI GHTING FACEPLATE DETAILS
T-TS010 THEATRE SEATING NOTES AND DET AILS
T-TS111 THEATRE SEATING -INF ILL VOMS PLAN-TH RUST TH EATR E
T-TS112 THEATRE SEATING-O PEN VOMS PLAN-THRUST THEATRE
T-TS113 THEATRE SEATING-BAL CON Y LEVEL-THRU ST THEATRE
T-TS121 THEATRE SEATING THRUST THEAT RE CENTERLINE SEC TION
T-TS211 THEATRE SEATING BLACK BOX PLAN CONFIGURATION PLANS- F OR
REFERENCE NIC
L-1 LANDSCAPE PLAN & COLOR ELEVAT ION
L-2 PLANT LIST
SITE PLAN, VICNITY MAP,
PROJECT DATA,
GENERAL NOTES
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-1.0
SCALE: 1 "=10'-0"SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAVICINITY MAP (NO SCALE)PROJECT
LOCATION
X
APPLICABLE CODES:
1 ST. FLOOR
TOTAL:10,562/20,036= 53%
OCCUPANCY GROUP: A1
PR OJECT DATA:
A.P.N. TBD- LOTS TO BE COMBINED
ZONING DESIGNATION: C-D W/ HISTORIC PRESERVATION
OVERLAY W/ GENERAL PLAN AMENDMENT
LOT SIZE: 20,036 SQ.FT. (USING ASSUMED P.L. AT PARKING GARAGE)
PROPOSED COVERAGE:
TOTAL LANDSCAPED AREA: TBD- SEE LANDSCAPING SHEETS
CONSTRUCTION TYPE VA- FIRE SPRINKLERS
PROJECT DESCRIPTION: CONSTRUCT NEW PERFORMING
ARTS THEATRE
CO NSULTA NTS LIS T
AR CHITEC T:
BR YCE ENGSTRO M
210 TRAFFIC WAY SUIT E E
AR ROYO GRANDE, CA 93420
(805) 235-3385
brycethearchitect@g mail.com
CIVIL ENGINE ER:
DANIE L SOTELO
3590 SACRAMENTO DRIV E SUITE 210
SAN L UIS OBISPO , CA 934 05
(805) 602-6167d
dsotelo@edpincorporated.com
2019 CALIF ORN IA BUILD ING C ODE (CBC)
2019 CALIF ORN IA H IST ORIC AL BUILD ING C ODE (CHBC)
2019 CALIF ORN IA EXISTING BUILDING CODE (CEBC)
2019 CALIF ORN IA GREEN BUILDING STANDARDS CODE (CGBSC )
2019 CALIF ORN IA MECH ANI CAL C ODE (CMC)
2019 CALIF ORN IA PLUMBING CODE (CPC)
2019 CALIF ORN IA ELECTR ICAL COD E (CEC)
2019 CALIF ORN IA ENERGY CODE (C EC PART 6)
2019 CALIF ORN IA FIRE CODE (CFC)
PAD CE RT IFICAT ION
A SOILS OR CIVIL ENGINEER TO DETERMINE GRADING
PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH
THE APPROVED PLANS AND IS SUITABLE TO SUPPORT
THE INTENDED STRUCTURE.
LANDSCAPE AR CHITEC T:
FIRMA CO NSULTANTS
187 TANK FARM RO AD
SA N LUIS OBISPO , CA 93401
(805 ) 781-980 0
lindsay@firmaconsultants.com
1. ALL WORK SHALL CONFORM TO: A) THE MI NIMUM STANDARDS OF THE LATEST EDITION (OR THE CURRENT EDITION
IN EFFECT) OF THE CALIFORNIA BUILDING CODE AND ALL RELATED DOCUMENTS THAT ARE PUBLISHED BY THE I.C.C..
WHI CH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; B) ALL REGULATION AND ORDINANCE OF ALL
LOCAL GOVERNING AGENCIES; AND C) ANY SPECIAL CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES.
2. A CERTIFI CATE OF CONSTRUCTION COMPLIANCE, SIGNED BY THE GENERAL CONTRACTOR BASED UPON HIS
OBSERVATION OF THE CONSTRUCTION WORK SHALL BE SUBMITTED TO THE INSPECTING BUILDING OFFICIAL PRIOR
TO I SSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFI ED FOR DIMENSION, GRADE, EXTENT AND
COMPATIBILI TY TO THE EXI STING SI TE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRI BED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S
ATTENTION IMMEDI ATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH
DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE PRECEDING AT HIS OWN
RISK.
4. OMISSI ONS FROM THE DRAWINGS AND SPECIFICATI ON OR THE MIS-DESCRIPTI ON OF THE WORK WHICH IS
MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWI NGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-
DESCRIBED DETAILS OF THE WORK AS I F FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS
AND SPECIFI CATIONS.
5. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE
DRAWING SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.
6. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11
7. THE SOI LS ENGINEER WILL NEED TO VERIFY IN WRITING BY FOOTING INSPECTION, AND PRI OR TO STEEL
PLACEMENT, THAT THE FOOTINGS ARE INTO UNI FORM COMPETENT NATIVE MATERIAL OR OTHERWISE PREPARED
ACCORDING TO SOILS ENGINEER RECOMMENDATIONS.
8. ANY PERSON USING A TORCH OR OTHER FLAME-PRODUCING DEVICE FOR SWEATING PI PE JOINTS FROM OR IN
ANY BUILDING OR STRUCTURE SHALL PROVI DE ONE APPROVED FIRE EXTINGUISHER ON THE PREMISES WHERE SAID
BURNING OPERATION IS PERFORMED. COMBUSTIBLE MATERIAL IN THE CLOSE PROXIMI TY OF OPEN FLAME SHALL BE
PROTECTED AGAINST IGNITION BY SHI ELDING, WETTING OR OTHER MEANS. IN ALL CASES, A FIRE WATCH SHALL BE
MAI NTAINED IN THE VICI NITY OF THE OPERATION FOR ONE-HALF HOUR AFTER THE TORCH OR FLAME-PRODUCING
DEVICE HAS BEEN USED. REFER TO C.F.C. CHAPTER 3 FOR ADDI TIONAL MEASURES.
9. SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS AT
THE SITE PRIOR TO COMMENCEMENT OF THEI R WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSI BILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY OR OMISSI ON (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM BRYCE
ENGSTROM: ARCHI TECT PRI OR TO PROCEEDING WITH ANY RELATED WORK.
10. TEMPORARY FACI LITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND MAINTAIN TEMPORARY FACILITIES FOR
PROJECT PROTECTION AND CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS,
SUCH FACILI TIES INCLUDE BUT ARE NOT LIMITED TO: TOILETS, LIGHTS, HEATERS, POWER, GAS, FANS, WATER,
PHONES, FENCES, SIGNS, SHEDS. ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN BUI LDING
OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE.
11. PROTECTION AND SAFETY: CONTRACTOR SHALL PROVI DE AND BE RESPONSIBLE FOR ALL TIMES (SIGNS, LIGHTS,
FENCES, BRACING, ANCHORAGE, FIRE-EXTI NGUISHERS, ETC) NECESSARY FOR THE PROTECTION OF THE PUBLIC,
WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER LOCAL, STATE, AND FEDERAL REQUIREMENTS
(I NCLUDING EARTHQUAKES, FI RES, SPILLS, ACCIDENTS, EROSION, MUD, DUST, ETC.) STAGING OF MATERI ALS AND
EQUIPMENT SHALL NOT OVERLOAD ANY EXISTI NG, NEW AND/OR TEMPORARY STRUCTURES ON THE BUILDING SI TE.
12. CHANGES: CHANGES TO APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE ONLY I N WRITING AND SHALL
BE APPROVED BY THE ARCHITECT. CONTRACTOR SHALL ASSUME RESPONSIBI LITY AND COSTS FOR ALL CHANGES
LATER IN THE PROJECT CAUSED BY THE ORIGINAL CHANGE.
13. SUBSTITUTIONS: SUBSTI TUTIONS REQUIRE OWNER AND ARCHITECTS APPROVAL FAILURE TO GAIN APPROVAL IS
SUFFICI ENT GROUNDS FOR ORDERING REMOVAL OF PRODUCT AT CONTRACTOR'S EXPENSE.
14. ALL APPLIANCES, PLUMBING FIXTURES, CABINETS/BUILT-I NS, ACCESSORIES AND FINISHES LISTED ON THE
DRAWINGS SHALL BE SPECIFIED BY THE OWNER OR OWNER'S REPRESENTATIVE U.O.N.
15. ALL MECHANICAL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH 2016 CALIFORNIA
MECHANICAL CODE
16. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE AND FUNCTIONAL PRIOR
TO THE FIRST INSPECTION. NO INSPECTIONS CAN BE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAI LED TO
PROVIDE EROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSE INSPECTIONS TO BE DELAYED
UNTIL EROSI ON CONTROL MEASURES ARE FUNCTIONAL.
17. AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OWNER.
(THESE NOTES APPLY TO ALL PORTI ONS, PHASES & SUBCONTRACTOS OF THIS PROJECT)
USE OF PLANS: THESE PLANS ARE THE PROPERTY OF BRYCE ENGSTROM: ARCHITECT AND MAY NOT BE USED
WITHOUT EXPRESS, WRITTEN CONSENT.
GENERAL NOTES:
RISK CATEGORY: III
FIRST FLOOR-10,562 SQ.FT.
TOTAL:10,562/20,036= 0.53
FLOOR AREA RATIO:
NOTE: NON-LANDSCAPE WATER SAVING FEATURES-
COMMISSIONING OPR DOCUCUMENT STATES TARGET
WATER SAVING 25% BETTER THAN TITLE 24. SEE
LANDSCAPE PLANS FOR LANDSCAPE WATER SAVING
FEATURES.
NOTE: CONSTRUCTION DOCUMENTS SHALL COMPLY WITH
ALL CITY OF SAN LUIS OBISPO GREEN CHECKLIST ITEMS
DESCRIPTION OF PROPOSED USE:
PERFORMING ARTS THEATRE INCLUDING TWO
PERFORMANCE SPACES, LOBBY, AND GREEN ROOM/ACTOR
SUPPORT AREAS ON CITY OWNED LOTS. 10,562 SQ.FT.
HOURS OF OPERATION- MONDAY THROUGH SUNDAY 9 AM
TO 9PM WITH VARIATIONS IN SCHEDULES THROUGHOUT
THE WEEK. MAIN EVENING PERFORMANCES ARE
THURSDAY-SUNDAY 7-10PM, SATURDAY AND SUNDAY
MATINEES AT 2-5 PM.
NO PARKING SPACES ON SITE ARE PROPOSED.
PARKING:
10,562 GROSS SQ.FT./ 350= 30 CAR PARKING SPACES REQUIRED
GREEN BUILDING:
PROJECT SHALL COMPLY WITH ALL CITY GREEN BUILDING
CHECKLIST REQUIREMENTS
PROJECT NARRATIVE:
THE NEW SAN LUIS OBISPO REPERTORY THEATRE BUILDING
HONORS THE TIME-WORN AND ANCIENT NATIVE BUILDING
MATERIALS USED DURING THE MISSION ERA SUCH AS
EXTERIOR PLASTER, WHICH IS USED IN ITS TRADITIONAL
FORM, AND TERRA COTTA CLAY, WHICH IS USED IN A
MODERN, RE-IMAGINED WAY VIA AN INNOVATIVE RAIN
SCREEN PANEL SYSTEM. IT ALSO USES 12x12 TERRA COTTA
QUARRY TILES AT THE FRONT AND REAR OF THE BUILDING.
THE NEW THEATRE LOOKS FORWARD WITH MORE
CONTEMPORARY FORMS FOUND IN THE NEIGHBORING
CHILDREN'S MUSEUM, AND IN KEEPING WITH CURRENT
PLANS FOR THE EVENTUAL ART MUSEUM.
IT'S FORMS STEP BACK FROM MONTEREY STREET, HELP
BREAK UP THE MORE MONOLITHIC PARKING GARAGE, AND
PROVIDES INVITING ENTRANCES TO BOTH BUILDINGS.
ACOUSTICIAN:
45dB ACOUSTICS / BILL DOHN ASSOC.
P.O. BOX 1406
SAN LUIS OBISPO, CA 93406
(805) 801-3434
dl@45dB.com
30 CAR PARKING SPACES X .40= 12 BIKE PARKING SPACES
REQUIRED- 9 SHORT TERM, 3 LONG TERM
Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-2SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CACOLOR ELEVATIONS
SCALE: 3 /16"=1'-0"
SCALE: 3 /16"=1'-0"
SCALE: 3 /16"=1'-0"
SCALE: 3 /16"=1'-0"
ADJACENT TO PARKING GARAGE
AT EGRESS COURT
SQ.FT.
BUSINESS AREA 2092 SQ.FT.
FLOOR PLAN
CODE ANALYSIS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-3SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 "=16'-0"
BUILDING AREAS:
TOTAL B UILDIN G AREA:10,465 SQ.FT .
ALLOWABLE AREA
AGGREGATE A-1:
ALLOWABLE AREA
PER FLOOR/OCCUPANCY:
CBC 508.3 NONSEPARATED OCCUPANC IES
TYPE VA CONST RUC TION
FIR E SPRINKLERS THROUGHOUT
MAXIMUM H EIGHT: 70'
MAXIMUM N UMBER OF STORIES: 3
AL LOWABL E AREA PER FLOOR A-1= 3 4,500
NO HEIGH T INCR EASE
NO AREA IN CREASE
CALC PER 508.4.2-
10,645/34,500= .31
=.55 < 1 OK
CBC 508.3 NO NSEPARATED OCCUPANCIES
TYPE VA CONSTRUC TION
FIR E SPRINKL ERS THROUGHOUT
ALLOWABLE AREA PER FLOOR A-1=34 ,500
ALLOWABLE AREA PER FLOOR B= 54,000
CAL C:
3310/34,500= .23
2092/54,000= .04
.23+.04= .27<2 OK
8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
8 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
INTERIOR 1 HOUR WALL + SOUND
CONTROL
INTERIOR 1 HOUR WALL + SOUND
CONTROL
EXTERIOR GLASS CURTAIN WALL
TYPE VA CONST.
11
22
44
55
66
77
88
99
1010
1111
1212
WALL LE GEND
FLOOR PLAN
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-4SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
PLUMBING FIXTURE CALC S:
FIXT URES OCCU PANT LOAD:
296 F IXED SEATS/ 2= 14 8
1735 SQ.FT. STAGES/ 116
2092 SQ.FT. BUS. AREA/200=11
TOTAL: 2 75
138 MALE 138 FEMALE
WATER CLOSETS: MALE: 2 REQU IRED 5 PROVIDED
FEMALE: 4 REQUIRED 10 PR OVIDED
URIN ALS: 1 REQU IRED 3 PROVIDED
LAVAT ORIES: MALE: 1 REQUI RED 5 PROVIDED
FEMALE: 2 R EQUIRED 6 PROVIDED
DRIN KIN G FNT. 1 REQUIRED 1 PROVIDED
* SEE MASTER WALL LEGEND AND RATED WALL SPECS SHEET A-5
5050 OPENING IN PARAPET WAL L W/ STA CKED TERRA COTTA ROOF TILES PE R ELEVATIONS
PROVIDE 22V 30 AMP POWER FOR MO VIE PROJECTO R. REQUIRES VENT FOR LAMP
ACCESSIBLE DRINKING FOUNT AIN IN ALCOVE PER C ODE
SPIRAL ST AIR ACCESS TO CONTRO L ROOM- LIMITED ACCESS SPACE PER CB C 11B-20 3.4
FIRE RISER (EXPOSED )
ADA LIFT ACCESS TO CONTROL ROOM- LIMITED ACC ESS SPACE PER CBC 11B-203.4
STEEL/CONCRETE STAIR/LANDING
SOLAR PANELS
ROOF AC CESS LADD ER W/ ROOF HATCH A BOVE
ROOF AC CESS HATCH
6" KAWNEER S TOREFRONT W/ ELECTROCHRO MIC GLASS
FOLDING CHANGING TABLE
2 INCH ROOF DRAIN W/ OVE RFLOW
P.V. SOLAR PANELS (SUGGESTED LOCATION AND NUMBER, SUBJECT TO COORD. WITH
MECHA NIC AL SYSTEMS
POWDER COATED ALUMINUM AWNINGS ABOVE PER E LEVATIONS
MOP SINK AND FAUC ET
ELEC. HEA T PUMP WA TER HEATE R
STEEL CATWALKS ABOVE PER THE ATRE DNA DRAWINGS
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ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)
T.P.O. ROOFING (TYP.)T.P.O. ROOFING (TYP.)1010
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ROOF/MEZZANINE PLAN
MEZZANINE-CONTROL
ROOMS PLANS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-4.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CA* SEE MASTER WALL LEGEND AND RATED WALL SPECS SHEET A-5
SCALE: 1 /4"=1'-0"
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FLOOR PLAN NOTES
ROOF PLAN
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-4.2SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
NUMBER QTY FLOOR SIZE DESC RIPTION THICKNESS FIRE RATING PANIC HARDWARE COMMENTS
D01 1 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/4"1 HOUR YES
D02 1 2 8080 INSULATED STEEL ROLL UP DOOR 1 3/4"
D03 3 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"1 HOUR YES
D04 1 2 3068 R IN HINGED-SLA B 1 3/8"1 HOUR
D05 1 3 3068 L IN HINGED-SLA B 1 3/8"
D06 2 3 3068 R IN HINGED-SLA B 1 3/8"
D07 1 2 3068 R IN HINGED-SLA B 1 3/8"1 HOUR YES
D08 1 2 3068 R EX POWDER COA TED COMMERCIAL EX TERIOR STEEL DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D09 1 2 41068 MULLED UNIT YES
D10 1 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"1 HOUR PEMK O 319 GASKETING
D11 1 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"1 HOUR PEMK O 319 GASKETING
D12 2 2 3068 R EX POWDER COA TED COMMERCIAL EX TERIOR STEEL DOOR 1 3/4"YES FULL PERIMITER WEATHER STRIPPING, STC MIN. RA TING 50
D13 1 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/4"45 MINUT ES
D14 1 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/4"45 MINUT ES
D15 1 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"1 HOUR
D16 2 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"1 HOUR
D17 1 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"PEMK O 319 GASKETING
D18 3 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"PEMK O 319 GASKETING
D19 1 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/4"1 HOUR YES
D20 1 2 3083 R EX BRUSHED ALUMINUM FRAME TEMPERED GLASS DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D21 1 3 3068 L IN PAINTED SO LID CORE MASONITE IN TERIOR DOOR 1 3/8"PEMK O 319 GASKETING AND 412 DO OR BOTTOM
D22 1 2 6083 L/R EX BRUSHED ALUMINUM FRAME TEMPERED GLASS DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D23 3 2 8090 L/R IN METAL ROLL UP DOOR 1 3/8"1 HOUR STC RATING MIN. 50
D24 1 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"45 MINUT ES
D25 1 2 3068 L IN WALNUT VENEER SOLID CORE SLAB IN TERIOR DOOR 1 3/8"
D26 2 2 3068 L EX POWDER COA TED COMMERCIAL EX TERIOR STEEL DOOR 1 3/4"YES FULL PERIMTER WEATHER STRIPPING
D27 2 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"45 MINUT ES PEMK O 319 GASKETING
D28 1 3 3068 R IN PAINTED SO LID CORE MASONITE IN TERIOR DOOR 1 3/8"PEMK O 319 GASKETING AND 412 DO OR BOTTOM
D29 2 2 6096 L/R IN WALNUT VENEER SOLID CORE SLAB IN TERIOR DOOR 1 3/8"PEMK O 319 GASKETING
D30 1 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"1 HOUR YES
D31 2 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"45 MINUT ES
D32 1 2 3068 L IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/8"45 MINUT ES PEMK O 319 GASKETING
D33 1 2 3068 R IN POWDER COA TED COMMERCIAL INTERIOR STE EL DOOR 1 3/4"45 MINUT ES YES
D34 1 2 41068 MULLED UNIT 1 HOUR YES
DOOR SCHEDULE
NUMBE R QTY FLOOR SIZE DESC RIPTION TEMPERED COMMEN TS
W01 2 2 5016FX FIXED GLASS
W02 2 3 4040LS LE FT SLIDING
W03 6 3 8020FX FIXED GLASS MOTORIZ ED INTERIO R BLACKOUT SCREENS
W04 1 3 9240TS TRIPLE SLIDING
W05 1 3 6040FX FIXED GLASS
W06 2 2 5050FX FIXED GLASS YES
W07 1 3 6040LS LE FT SLIDING
W08 1 3 6040RS RIGHT SLIDING
W09 1 2 6050FX FIXED GLASS
W10 2 2 6060FX FIXED GLASS
NOTE: ALL EXTERIOR WINDOW FRAMES TO BE BRUSHED OR
ANODIZED ALUMINUM FRAMES TO MATCH STOREFRONT GLASS.
WINDOW SCHEDULE
EXTERIOR 2 HOUR WALL
INTERIOR 1 HOUR WALL
INTERIOR 1 HOUR WALL
EXTERIOR TERRA COTTA PANEL
WALL TYPE VA CONSTRUCTION
EXTERIOR STUCCO OR TILE WALL
TYPE VA CONSTRUCTION
INTERIOR BEARING PARTITION
INTERIOR NON BEARING PARTITION
INTERIOR NON BEARING PARTITION
HOURLY RATING: 1-HOUR
STC RATING: 45-49 STC
FIRE TEST REFERENCE: UL U465, ULC W415 FOR TYPE X ONLY, CUL U465, GA WP 10812
SOUND TEST REFERENCE: RAL TL99-1035/8” (15.9 MM) TOUGHROCK® FIREGUARD X® OR
5/8” (15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM PANELS APPLIED VERTICALLY
TO EACH SIDE OF 3-5/8” (92 MM) STEEL STUDS 24” (610 MM) O.C. WITH 1” (25 MM) TYPE S
DRYWALL SCREWS 8” (203 MM) O.C. AT EDGES AND 12” (305 MM) O.C. AT INTERMEDIATE
STUDS. SOUND TESTED WITH 3” (76 MM) MINERAL FIBER, 2.5 PCF (40.1 KG/M3), IN STUD
SPACE. NON-LOAD BEARING
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS
DENSARMOR PLUS® FIREGUARD® PRODUCTS
DENSELEMENT® BARRIER SHEATHING
DENSGLASS® FIREGUARD® SHEATHING
DENSSHIELD® FIREGUARD® TILE BACKER
TOUGHROCK® FIREGUARD C® PRODUCTS
TOUGHROCK® FIREGUARD X® MOLD-GUARD™ PRODUCTS
TOUGHROCK® FIREGUARD X® PRODUCTS
TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS (MEETS FIRE RATING BUT NOT
INCLUDED IN SOUND TESTING)
INTERIOR 1 HR. MIN. FIRE RATED WALLS
6 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 1 LAYER 5/8" TYPE X
GYPSUM EA. SIDE, INSULATED, AIR TIGHT
6 INCH NOM. STUDS 16" O.C. W/ 1 LAYER 5/8" TYPE X
GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 1 LAYER 5/8" TYPE X
GYPSUM EA. SIDE, INSULATED, AIR TIGHT
HOURLY RATING: 1-HOUR
STC RATING:
FIRE TEST REFERENCE: GA WP 3520
SOUND TEST REFERENCE:
WOOD-FRAMED WALL
5/8” (15.9 MM) TOUGHROCK® FIREGUARD X™ OR 5/8” (15.9 MM) DENSARMOR PLUS
FIREGUARD GYPSUM BOARD APPLIED VERTICALLY TO EACH SIDE OF 2” X 4” WOOD
STUDS 24” (610 MM) O.C. WITH 1-7/8” (48 MM) 6D COATED NAILS 7” (178 MM) O.C. AT
JOINTS AND TOP AND BOTTOM PLATES AND 3/8”(10 MM) BEADS OF ADHESIVE AT
INTERMEDIATE STUDS. JOINTS STAGGERED 24″ ON OPPOSITE SIDES.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS,DENSARMOR PLUS® FIREGUARD®
PRODUCTS,DENSELEMENT™ BARRIER SHEATHING,DENSGLASS® FIREGUARD®
SHEATHING,DENSSHIELD® FIREGUARD® TILE BACKER,TOUGHROCK® FIREGUARD C®
PRODUCTS,TOUGHROCK® FIREGUARD X® MOLD-GUARD™ PRODUCTS,TOUGHROCK®
FIREGUARD X® PRODUCTS,TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
PROPRIETARY
HOURLY RATING: 1-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U309, CUL U309, GA WP 8109
SOUND TEST REFERENCE:
EXTERIOR WOOD-FRAMED WALL
EXTERIOR SIDE: 5/8” (15.9 MM) DENSGLASS® FIREGUARD® SHEATHING APPLIED
VERTICALLY OR HORIZONTALLY TO 2”X 4” WOOD STUDS 24” (610 MM) O.C. WITH 1-7/8” (48
MM) GALVANIZED ROOFING NAILS 7” (178 MM) O.C. JOINTS OF GYPSUM SHEATHING MAY
BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO
STUDS. INTERIOR SIDE: 5/8” (15.9 MM) TOUGHROCK® FIREGUARD X® PRODUCTS OR 5/8”
(15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM PANELS APPLIED VERTICALLY OR
HORIZONTALLY TO STUDS WITH 1-7/8” (48 MM) 6D COATED NAILS 7” (178 MM) O.C.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
PROPRIETARY
HOURLY RATING: 1-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U309, CUL U309, GA WP 8109
SOUND TEST REFERENCE:
EXTERIOR WOOD-FRAMED WALL
EXTERIOR SIDE: 5/8” (15.9 MM) DENSGLASS® FIREGUARD® SHEATHING APPLIED
VERTICALLY OR HORIZONTALLY TO 2”X 4” WOOD STUDS 24” (610 MM) O.C. WITH 1-7/8” (48
MM) GALVANIZED ROOFING NAILS 7” (178 MM) O.C. JOINTS OF GYPSUM SHEATHING MAY
BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO
STUDS. INTERIOR SIDE: 5/8” (15.9 MM) TOUGHROCK® FIREGUARD X® PRODUCTS OR 5/8”
(15.9 MM) DENSARMOR PLUS® FIREGUARD® GYPSUM PANELS APPLIED VERTICALLY OR
HORIZONTALLY TO STUDS WITH 1-7/8” (48 MM) 6D COATED NAILS 7” (178 MM) O.C.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
EXTERIOR 1 HR. MIN. FIRE RATED WALLS
8 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
4 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
8 INCH NOM. STUDS 16" O.C. W/ 2 LAYERS 5/8" TYPE
X GYPSUM EA. SIDE, INSULATED, AIR TIGHT
EXTERIOR 2 HR. MIN. FIRE RATED WALLS
PROPRIETARY
HOURLY RATING: 2-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U301, CUL U301, GA WP8416
SOUND TEST REFERENCE:
EXTERIOR WOOD-FRAMED WALL
EXTERIOR: TWO LAYERS 5/8” (15.9 MM) DENSGLASS® FIREGUARD SHEATHING APPLIED
VERTICALLY OR HORIZONTALLY TO 2 X 4 WOOD STUDS 16” (406 MM) O.C. BASE LAYER
ATTACHED WITH 1-7/8” (48 MM) GALVANIZED ROOFING NAILS 16” (406 MM) O.C. FACE
LAYER ATTACHED WITH 2-3/8” (60 MM) GALVANIZED ROOFING NAILS 8” (203 MM) O.C.
STAGGER JOINTS BETWEEN LAYERS AND ON BASE LAYER OF BOTH SIDES. INTERIOR:
TWO LAYERS 5/8” (15.9 MM) DENSARMOR PLUS® FIREGUARD® OR 5/8” (15.9 MM)
TOUGHROCK® FIREGUARD X® APPLIED HORIZONTALLY OR VERTICALLY TO FRAMING.
BASE LAYER ATTACHED WITH 1-7/8” (48 MM) 6D CEMENT COATED NAILS 6” (152 MM) O.C.
FACE LAYER ATTACHED WITH 2-3/8” (60 MM) 6D CEMENT COATED NAILS 8” (203 MM) O.C.
STAGGER JOINTS BETWEEN LAYERS AND ON BASE LAYER OF BOTH SIDES. SOUND
TESTED WITH STUDS 16” (406 MM) O.C. AND NAILS FOR BASE LAYER SPACED 6” (152 MM)
O.C.
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
INTERIOR 1 HOUR WALL + SOUND
CONTROL
INTERIOR 1 HOUR WALL + SOUND
CONTROL
EXTERIOR GLASS CURTAIN WALL
TYPE VA CONST.
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PROPRIETARY
HOURLY RATING: 2-HOUR
STC RATING:
FIRE TEST REFERENCE: UL U425, CUL U425, GA WP 8203
SOUND TEST REFERENCE:
EXTERIOR STEEL-FRAMED WALL
EXTERIOR: TWO LAYERS 5/8” (15.9 MM) DENSGLASS® FIREGUARD® SHEATHING APPLIED
VERTICALLY TO MIN. 3-1/2” (89 MM) CORROSION RESISTANT 20-GAUGE (30 MILS) STEEL
STUDS 24” (610 MM) O.C. BASE LAYER ATTACHED WITH 1” (25 MM) TYPE S-12 CORROSION
RESISTANT BUGLE HEAD SCREWS 8” (203 MM) O.C. FACE LAYER ATTACHED WITH 1-5/8” (41
MM) TYPE S-12 CORROSION RESISTANT BUGLE HEAD SCREWS SPACED 8” (203 MM) O.C.
JOINTS STAGGERED. INTERIOR: TWO LAYERS 5/8” (15.9 MM) DENSARMOR PLUS®
FIREGUARD® OR 5/8” (15.9 MM) TOUGHROCK® FIREGUARD X® PRODUCTS APPLIED
VERTICALLY TO FRAMING. BASE LAYER ATTACHED WITH 1” (25 MM) TYPE S-12 BUGLE
HEAD SCREWS 12” (305 MM) O.C. FACE LAYER ATTACHED WITH 1-5/8” (41 MM) TYPE S-12
BUGLE HEAD SCREWS SPACED 12” (305 MM) O.C. JOINTS STAGGERED. INSULATION TO
COMPLETELY FILL STUD CAVITY. (LOAD BEARING: 80% OF DESIGN LOAD)
APPROVED FOR ASSEMBLY:
DENSARMOR PLUS® FIREGUARD C® PRODUCTS, DENSARMOR PLUS® FIREGUARD®
PRODUCTS, DENSELEMENT® BARRIER SHEATHING, DENSGLASS® FIREGUARD®
SHEATHING, DENSSHIELD® FIREGUARD® TILE BACKER, TOUGHROCK® FIREGUARD C®
PRODUCTS, TOUGHROCK® FIREGUARD X® MOLD-GUARD® PRODUCTS, TOUGHROCK®
FIREGUARD X® PRODUCTS, TOUGHROCK® LITE-WEIGHT FIRE-RATED PRODUCTS
WALL LEGEND AND RATED WALLS SPEC S
DOOR AND WINDOW
SCHEDULES, RATED
WALLS SPECS,
STOREFRONT AND
GLAZING SYSTEM
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-5SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CA*NOTE: ALL INTERIOR DOORS TO BE MIN. 18 GA. STEEL FULLY INSULATED HM OR SOLID WOOD PANEL
STOREFRONT FRAMING SYSTEMELECTROCHROMIC GLASS SPECS
TERR COTTA RAIN
SCREEN DETAILS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-5.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAWood Wood Wood
Wood Wood Wood Wood Wood
Wood
Wood Wood
EXTERIOR AWNINGS
CLA DDING C ORP. TERRA 5 TERRA COT TA RAINSCREEN. TC30 300MM P LANKS.
COLORS- SE SAME, FAWN, EARTH RED AND VENET IAN . COLOR LOCATIONS PER
COLOR ELEVAT IONS- CONFIRM WITH A.O.R.
BRUS HED ALUMINUM WIN DOW FRAMES
SMOOTH TROWELED PLASTER IN DUN COLOR.
6X 6 VARIAGATED TERRA COTTA TILE
12X12 TERRA COTTA QUA RRY T ILE
KAWNEER ALUMINUM STOREFRONT SEE SPECS & D ETAILS SHEET A-6
ELECTROCHR OMIC GLAZING SYSTEM SEE SPECS & D ETAILS SHEET A-6
POWDER COA TED ALUMINUM AWNINGS IN TERRA COTTA COLOR
POWDER COA TED ALUMINUM SLO RE P SIGN IN BLACK COL OR- 96"WX96"HX 1/
4"D LED B ACKLIT
BRUS HED ALUMINUM DOWNLIGHT SC ONCE- ALVA TESS- LED 13W-S EE
LIGHTING SPEC S SHEET A-9
EXT ERIO R MA RQUEE- 96"WX66"HX14"D- INTE RNALLY LIT LED
REMOVABLE BOLLARDS
POWDER COA TED METAL DOO RS- TE RRA COTTA COLOR
GRASSCRETE RAMP
STA CKED TERRA COTTA ROOF TILES IN PARAPET O PENING
ROCK CAST CHIS ELED ST-206 COLOR -FLAX
INSULATED METAL ROLL UP DOOR- TERRA COTTA COLOR
PUBL IC ART (T.B.D.)
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ELEVA TION NOTES
as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-6SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
SCALE: 1 /4"=1'-0"
NORTH (P ARKING GARAGE SIDE) ELEVATION
EAST (PLAZA) EL EVATION
CLA DDING C ORP. TERRA 5 TERRA COT TA RAINSCREEN. TC30 300MM P LANKS.
COLORS- SE SAME, FAWN, EARTH RED AND VENET IAN . COLOR LOCATIONS PER
COLOR ELEVAT IONS- CONFIRM WITH A.O.R.
BRUS HED ALUMINUM WIN DOW FRAMES
SMOOTH TROWELED PLASTER IN DUN COLOR.
6X 6 VARIAGATED TERRA COTTA TILE
12X12 TERRA COTTA QUA RRY T ILE
KAWNEER ALUMINUM STOREFRONT SEE SPECS & D ETAILS SHEET A-6
ELECTROCHR OMIC GLAZING SYSTEM SEE SPECS & D ETAILS SHEET A-6
POWDER COA TED ALUMINUM AWNINGS IN TERRA COTTA COLOR
POWDER COA TED ALUMINUM SLO RE P SIGN IN BLACK COL OR- 96"WX96"HX 1/
4"D LED B ACKLIT
BRUS HED ALUMINUM DOWNLIGHT SC ONCE- ALVA TESS- LED 13W-S EE
LIGHTING SPEC S SHEET A-9
EXT ERIO R MA RQUEE- 96"WX66"HX14"D- INTE RNALLY LIT LED
REMOVABLE BOLLARDS
POWDER COA TED METAL DOO RS- TE RRA COTTA COLOR
GRASSCRETE RAMP
STA CKED TERRA COTTA ROOF TILES IN PARAPET O PENING
ROCK CAST CHIS ELED ST-206 COLOR -FLAX
INSULATED METAL ROLL UP DOOR- TERRA COTTA COLOR
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ELEVA TION NOTES
ELEVATIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-6.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"= 1'-0"
SCALE: 1 /4"= 1'-0"
RENDERINGS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-7SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CA
1717
99
4'-6"9'-1 1/2"4'-0"MAIN THEATRE
LIGHTING
POSITION
LIGHTING
POSITION
LIFT/STAIR
ACCESS
LIFT/STAIR
ACCESS
VESTIBULE
LOBBY
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F.F. 201.40'
F.F. 218.86'
PLATE 239.28'
PARAPET 243.28'
F.F. 201.40'
PLATE 217.98'
PLATE 239.28'
PARAPET 243.28'
PARAPET 222.81'
PLATE 224.65'
PARAPET 230.15'
SECTION B
ROOF INSULATION PER ENERGY DOCUME NTATION
EXT. WALL INSULATION PER ENERGY DOCUME NTATION
EXT. WALL RIGID INSULATION PER ENERGY DO CUMENTAT ION
R-19 FIB. BATT INSULATION
R-30 FIB. BATT INSULATION
SUSPENDED T-BAR CEILING
R-13 FIB. BATT INSULATION
CONC. SLAB / FOOTING PER ENG.
42" H. STEE L GUARDRAIL
A.D.A. LIFT TO CO NTROL ROOM
T.P.O. ROOFIN G OVER SHAPED FOAM PER ROOF PLAN
WOOD FRAMED S EATING PLATFORM PER ENG.
RECESS CONC. FLOOR W/ BUILT-UP PLY S TAGE PER THEA TRE DNA DRAWINGS
STEEL SPIRAL STAIR- CONTROL R OOM / CATWALK A CCESS ONLY
STACKED TERRA COT TA ROOF TILES IN PARAPET OPENING
POWDER COATED ALUMINUM AWNING
CAT WALKS PER THEATR E DNA & S TRUCT. DRAWINGS
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SECTION NOTES
SECTIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-8SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
SCALE: 1 /4"=1'-0"
55
1313
ACCESS SPACE1 HOUR RATED CORRIDOR 1 HOUR RATED CORRIDOR
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8888
1414 1010
44
CAT WALK ACCESS
F.F. 201.40'
F.F. 218.84'
PLATE 239.25'
PARAPET 243.25'
F.F. 201.40'
PARAPET 218.96'
PLATE 239.25'
PARAPET 243.25'
F.S. 190.34'
F.F. 229.93'
PLATE 214.46'
SECTION D
ROOF INSULATION PER ENERGY DOCUMENTATION
EXT. WALL INSULATION PER ENERGY DOCUME NTATION
EXT. WALL RIGID INS ULATION PER ENERGY DO CUMENTAT ION
R-19 FIB. BATT INSULATION
R-30 FIB. BATT INSULATION
SUSPENDED T-BAR CEILING
R-13 FIB. BATT INSULATION
CONC. SLAB / FOOTING PER ENG.
42" H . STEEL GUARDRAIL
A.D.A. LIFT TO CO NTROL ROOM
T.P.O. ROOFING OVER SHAPED FOAM P ER ROOF PLAN
WOOD FRAMED S EATING PLAT FORM PER ENG.
RECESS CONC. FLOOR W/ BUILT-UP PLY STAGE PER THEA TRE DNA DRAWINGS
STEEL SPIRAL STAIR- CONTROL R OOM / CATWALK ACCESS ONLY
STACKED TERRA COTTA ROOF TILES IN PARAPE T OPENING
POWDER COATED ALUMINUM AWNING
CAT WALKS PER THEATR E DNA & S TRUCT. DRAWINGS
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SECTION NOTES
SECTIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-8.1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
SCALE: 1 /4"=1'-0"
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F.F. 201.40'
PLATE 233.78'
PARAPET 236.82'
F.F. 214.53'
F.F. 222.69'
SECTION F
ROOF INSULATION PER ENERGY DOCUMENTATION
EXT. WALL INSULATION PER ENERGY DOCUMENTATION
EXT. WALL RIGID INSULATION PER ENERGY DOCUMENTATION
R-19 FIB. BATT INSUL ATION
R-30 FIB. BATT INSUL ATION
SUSPENDED T-BAR CEILING
R-13 FIB. BATT INSUL ATION
CONC. SLAB / FOOTING PER ENG.
42" H . STEEL GUARDRAIL
A.D.A. LIF T T O CONTROL ROOM
T.P.O. ROOF ING OV ER SHAPED FOAM PER R OOF PLAN
WOOD FRAMED SEATING PLATFORM PER ENG.
RECESS CONC. FLOOR W/ BUIL T-UP PLY STAGE PER THEATRE DNA DRAWINGS
STE EL SPIRAL STAIR- CONTROL ROOM / CATWALK ACCESS ONLY
STA CKED TERRA COTTA ROOF TILES IN PARAPET O PENING
POWDER COA TED ALUMINUM AWNING
CAT WALKS PER THEATRE D NA & STRUCT. DRAWINGS
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SECTION NOTES
SECTIONS
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-8.2SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
SCALE: 1 /4"=1'-0"
30" X 48" EXTERIOR AREA OF RESCUE- ONE REQUIRED FOR <200 OCCUPANTS PER FLOOR
30" X 48" CLEAR SPACE IN FRONT OF DRINKING FOUNTA IN
KITCHEN CLEARANCES PER FIG. 11B-804.2.2 S HEET A-10
WATER CLOSET, SINK W/ SINGLE SERVICE SOAP , HAND DRYING FIXTUR E, AND GRAB BARS
PER ACCESSIBILITY DETAILS SHEET A-1 0, FIGS. 11-B-604.3.1, 11B-60 4.5.2, 11B-604.5.1, SINK
MOUNTING SPECS, SINGLE OCCUPANCY TOILET
TIGHT-FITTING, SELF CLOSING DOOR W/ UNISEX ACCES SIBILITY SIGNAGE PER
ACCESSIBILIT Y DE TAILS SHEET A-10
DOOR SWING CLEARANCES PER ACCE SSIBILITY DE TAILS SHEET A-10 FIGS. 11B-404.2.4.1
48" MIN. WIDE CLEAR PATH OF TRAVEL TO PUBLIC RIGHT OF WAY, COORDINATE WITH
SITE PLAN
12 " PATH THROUGH COMMON R OW PER CBC 1029.8.1
LIMITED ACCES S SPACES PER CBC 1 1B-203.4
FRO NT LOADED STALL PER ACCESSIBILITY DETAILS SHEET A-1 0 FIG. 11B-604.8.1.3 (A)
AMBULATORY ACCESSIBLE TOILET COM PARTMENT P ER ACCESSIBILITY DETAILS SHEET A-
10 FIG. 11B-604.8.2
STA NDARD TOILET STALL 30" X 60" CLEAR INSIDE
WALL MO UNTED URINAL PER AC CESSIBILITY DETAILS SHEET A-10 FIG. 11B-605.2 (A).
PROVIDE MIN. 30" X 48" CLR. FLOOR SPACE
WALL MO UNTED SINK PER ACCES SIB ILITY DETAILS SHEET A-10 SINK MOUNTING SP ECS.
PROVIDE MIN. 30" X 48" CLR. FL OOR SPACE
60" MIN. DIA. TURNAROUND SPACE. MAY O VERLAP DO OR SWING UP TO 12".
ROLL UP DOOR PER SCHEDULE
PORTABLE, RECONFIGU RABLE SE ATING MODULES
SPIRAL STAIRS T O ACCESS CONTROL ROOM, LIG HTING, CATWALKS
ELECTRIC PLATF ORM LIFT PER FIG. 11B-41 0.6 SHEET A-10
REMOVABLE SEATS TO PROVIDE 2X 33"X48" WHEELCHAIR SPACES
UNISEX RES TROOM DOOR AND WALL SIGNAG E PER DETAIL SHEET A -10
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ADA/EXITING NOTES
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774 FT.1
3'
13'20'18'25'24'2'3'
88
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88
2020
2020
EXITING P LAN
EXITING PLAN
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-9SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
ACCESSIBI LITY DETAILS
DESCRIPTION:BY: BRYCE ENGSTROM Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-10SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CABRAILLE PER
CODE
UNISEX RESTROOM DOOR
SIGNAGE
SUBSTITUTE MEN'S / WOMEN'S SIGNS AS APPROPRIATE
FOR MULTIPLE ACCOMMODATION RESTROOMS
common law copyright and other property rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-11SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 1 /4"=1'-0"
* NOTE: ALL PERF ORMANCE SPACE LIGHTIN G PER TH EATER DNA PL ANS
REFLECDTED CEILING
PLAN- 2ND FLOOR
DESCRIPTION:BY: BRYCE ENGSTROM ARCHITECTAll of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-11 .1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAEXTERIOR SCONCES PER PLANS
NOTE: THIS FIXTURE IS ALSO USED ON THE INTERIOR PER PLANS
DAL TILE COLOR WHEEL COLLECTION-LIN EAR, 0161 LT. POLISHED URBAN
PUTTY 4.25X8.25, HORIZON TAL OFFSET LAYOUT TO 48" ABV. F.F., USE
SCHLUTER METAL COVE BASE, TOP, AND VERT. CORNER S.
KOHLER HIGH CLIFF K-96057 W/ SLO AN TOUCHLESS FLUSHOMETER
STAINLESS STEEL GRAB BAR S PER ADA DETAILS SHEET A-10
KOHLER PINOIT K-2035-1 WHITE, MOU NTING HEIGHTS AND CLEARANCES
PER ADA DETAILS SHEET A-10
KOHLER HONESTY K-99760-4 CHROME
BRADLEY 130 RECESSED MIRROR , SOAP & TOWEL DISPEN SER
34" H. COUNTERTOP
LIGHTED MIRRO R
FRON T LOAD ELECTRIC WASH ER
FRON T LOAD ELECTRIC CLOTHES DRYER
FREEDOM ADA COMPLIANT FIBERGLASS ROLL-IN SHOWER
30" WIDE FRIDGE/FREEZER
36" WIDE FRIDGE/FREEZER
DEEP STAIN LESS SINK W/ CO MMERCIAL SPRAYER
HIGH SPEED CO MMERCIAL D ISHWASHER
MIC ROWAVE-HOOD COMBO
ELECTRIC IN DUCTION RANGE
65 INCH FLAT SCREEN SMART TV
DARK WALNUT FRAME GLASS DOOR C ABINETS
ICE BIN
UNDER C ABINET GLASS DOO R COOLER
BRUSHED ALUMINUM STANDO FF LETTERS
BEER TAPS
OPEN SPACE
OPEN SHELVING
SPACE FOR TRASH RECEPTACLE
42" H. BAR TO P WITH DRINK RAIL
34" H. SERVIC E COUNTER
SEMI-GLOSS LATEX PAINT TBD
WALL MOUNTED VANITY CO UNTERTOP. MOUNTING H EIGHTS AN D
CLEARANCES PER DETAILS SHEET A-10
KOHLER K-8637 TOUCHLESS SOAP DISPENSER
KOHLER STRAYT K-104S37 SAN A TOU CHLESS FAUCET
BRADLEY MODEL 155 RECESSED MIRR OR AND PAPER TOWEL DISPENSER
DAL TILE COLOR WHEEL COLLECTION LINEAR, 3 COLORS RANDOM- (0161
LT. POLISHED URBAN PUTTY 4.25X8.25, 0180 LY. POLISH ED CHALK BOARD
4.25X13, K711 MATTE BLACK 4.25X13) TO TOP OF DOOR TRIM, SCH LUTER
METAL COVE, BASE, TOP, AND VERTICAL CORNERS.
POWDER CO ATED METAL STALL PARTITIONS TBD
KOHLER BARDO N K-4991-ET W/ SLOAN TO UCHLESS FLUSH-O-METER
75 INCH FLAT SCREEN SMART TV
HIGH BACK UPHO LSTERED BENCH- CONSULT IN TERIOR DESIGNER
DARK WALNUT FRAMED PANELING TO 128" ABV. F.F.
1-1/2" X 12" DARK WALN UT COUNTER- 34" F.F. TO TOP
STEEL SPIRAL STAIR ACCESS TO CON TR OL R OOM
42" H. STEEL CATWALK
A.D.A. ELECTRIC CONTR OL R OOM ACCESS LIFT
COLLAPSIBLE, RECO NFIG URABLE SEATS AND SEATIN G PLATFOR MS
SCULPTED ACOUSTICAL WALL PANELING
1X4 STRAIGHT GRAIN D.F. WOOD SLATS ON WALL STANDOFFS AND 1/4"
GAPS BETWEEN
ALVA TESS WALL SCONCE PER SPECS SHEET A-11.1
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INTERIOR ELEVATION NOTES
3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-12SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"
rightsreserve this document as an original and unpublishedwork product of Bryce Engstrom: Architect, and thiswork shall not be duplicated, copied, disclosed, orused in connection with any other work or projectother than the specific product for which it has beenprepared or assigned to any third party, withoutexpress written consent of Bryce Engstrom:ArchitectARCHITECT:BRYCE ENGSTROM210 TRAFFIC WAY SUITE EARROYO GRANDE, CA 93420(805) 235-3385SHEET:REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONOWNER:SAN LUIS OBISPO REPERTORYTHEATRE888 MORRO STREETSAN LUIS OBISPO, CA 93401(805) 786-2440A-12 .1SAN LUIS OBISPOREPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CASCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"
SCALE: 3 /8"=1'-0"SCALE: 3 /8"=1'-0"
SCALE: 1” – 10’-0” @ 30” x 42” SHEET SIZE
05'10'10' 20' 30'
Scale: 1" = 10'-0"
NORTH:
Conceptual Landscape Plan
SAN LUIS OBISPO REPERTORY THEATRE L-1
April 7, 2022
File Path: firma_SLO Repertory Theatre_21803 Last Date Modified: 040622
firma
l a n d s c a p e a r c h i t e c t s
p l a n n i n g • e n v i r o n m e n t a l s t u d i e s
187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803
SOLAR PANEL ARRAY ON PARKING
STRUCTURE, REFER TO WATRY
DESIGN PLANS
April 7, 2022NORTH:
L-2
May 23, 20188'24'04'8' 16'
SCALE: 1/8" = 10'-0"
NORTH:firma
l a n d s c a p e a r c h i t e c t s
p l a n n i n g • e n v i r o n m e n t a l s t u d i e s
187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803
Conceptual Landscape Plan
SAN LUIS OBISPO REPERTORY THEATRE
PLANT PALLETTE:
LANDSCAPE SITE PLAN LEGEND:
LANDSCAPE ZONE 1
Landscape Planter areas around
The buildings and parking structure .
LANDSCAPE ZONE 2
Landscape buffer zone
adjacent to neighboring residential property.
LANDSCAPE ZONE 3
Container Plants, freestanding ceramic pots.
HARDSCAPE 1
Porcelain tile or decorative concerte Fields
HARDSCAPE 2
Decorative paver band, plank style paver.
PUBLIC RIGHT OF WAY
Per City of San Luis Obispo Standards
File Path: firma_SLO Repertory Theatre_21803 Last Date Modified: 04062022
Conceptual Landscape Plan
SAN LUIS OBISPO REPERTORY THEATRE L-28'24'04'8' 16'
SCALE: 1/8" = 1'-0"
8'
SCALE: 1/8” – 1’-0” @ 30” x 42” SHEET SIZEfirma
l a n d s c a p e a r c h i t e c t s
p l a n n i n g • e n v i r o n m e n t a l s t u d i e s
187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803
Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:GENERAL NOTES1.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDINGDEPARTMENT. THE BUILDING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TOSTARTING OF CONSTRUCTION AND OF THE TIME LOCATION OF THE PRECONSTRUCTIONCONFERENCE. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS OR PRIORNOTIFICATION TO THE BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE AT THECONTRACTOR’S AND/OR OWNER’S RISK.2.FOR ANY CONSTRUCTION PERFORMED THAT IS NOT IN COMPLIANCE WITH PLANS OR PERMITSAPPROVED FOR THE PROJECT THE CITY BUILDING DEPARTMENT MAY REVOKE ALL ACTIVEPERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE ORSTOP WORK ORDER.3.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENTCITY OF SAN LUIS OBISPO BUILDING DEPARTMENT STANDARDS AND ALL WORK SHALL BESUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT.4.THE PROJECT OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/ORMAINTAINING ALL WEATHER ACCESS AT ALL TIMES TO EXISTING PROPERTIES LOCATED IN THEVICINITY OF WORK. ADDITIONALLY, THEY SHALL BE RESPONSIBLE FOR MAINTAINING ALLEXISTING SERVICES, INCLUDING UTILITY, GARBAGE COLLECTION, MAIL DISTRIBUTION, ETC, TOALL EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK.5.ON-SITE HAZARDS TO PUBLIC SAFETY SHALL BE SHIELDED BY CONSTRUCTION FENCING.FENCING SHALL BE MAINTAINED BY THE PROJECT OWNER AND CONTRACTOR UNTIL SUCHTIME THAT THE PROJECT IS COMPLETED AND OCCUPIED, POTENTIAL HAZARDS HAVE BEENMITIGATED, OR ALTERNATIVE PROTECTIVE MEASURES HAVE BEEN INSTALLED.6.SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY PUBLIC IMPROVEMENTSTANDARDS. TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE TESTRESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.7.ROADWAY COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, AGGREGATE BASEMATERIAL, AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADEPRIOR TO THE PLACEMENT OF THE NEXT MATERIAL LIFT.8.SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THEZONE BETWEEN FINISHED SUBGRADE ELEVATION AND A MINIMUM OF ONE FOOT BELOW. ALLMATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO90% RELATIVE COMPACTION.9.A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETEDARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION.RECORD DRAWINGS SHALL BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVILENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS-BUILT PLANS MAY BEPRESENT WHEN THE FINAL INSPECTION IS MADE BY THE CITY .10.AN ENGINEER OF WORK AGREEMENT AND AN ENGINEER CHECKING AND INSPECTIONAGREEMENT ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE BUILDINGDEPARTMENT SHALL BE NOTIFIED IN WRITING OF ANY CHANGES TO THE ENGINEER OF WORKAGREEMENT. CONSTRUCTION SHALL NOT PROCEED WITHOUT AN ENGINEER OF WORK.11.ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION.12.A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITYRIGHT-OF-WAY. THE ENCROACHMENT PERMIT MAY ESTABLISH ADDITIONAL UTILITY ANDTRAFFIC CONTROL REQUIREMENTS.13.THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY BUILDING DEPARTMENT MAY REQUIREREVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD.ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER’S ENGINEER OFWORK.14.HYDROSEEDING OR OTHER PERMANENT EROSION CONTROL SHALL BE PLACED ANDESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES (OTHER THAN PAVED ORGRAVEL SURFACES) PRIOR TO THE FINAL INSPECTION.15.FOR ANY PUBLIC IMPROVEMENTS TO BE MAINTAINED BY THE CITY , IF ENVIRONMENTALPERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD/STATE WATER RESOURCES CONTROL BOARD, OR THE CALIFORNIADEPARTMENT OF FISH & GAME ARE REQUIRED, THE DEVELOPER SHALL:15.a.SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY BUILDING DEPARTMENTOR,15.b.DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOTREQUIRED;PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE ANDRELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAIDPERMITS WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.16.WHEN THE PROJECT SITE EARTHWORK IS NOT INTENDED TO BALANCE THEN A SEPARATEGRADING PERMIT FOR THE SENDING OR RECEIVING PROPERTY MAY BE REQUIRED. A COPY OFTHE PERMIT/S OR EVIDENCE THAT NO PERMITS ARE REQUIRED SHALL BE SUBMITTED TO THEDEPARTMENT PRIOR TO COMMENCING PROJECT EARTHWORK.PRO-ECT PRECONSTRUCTION 0EETINGPRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITHTHE REPRESENTATIVE OF THE CITY OF SAN LUIS OBISPO, THE CIVIL ENGINEER OF RECORD, THESOILS ENGINEER OF RECORD, THE GRADING CONTRACTOR OF RECORD, THE OWNER/DEVELOPER,AND OTHERS REQUIRED TO IMPLEMENT AND TO SUPPORT THIS PROJECT. THE OWNER/DEVELOPERSHALL COORDINATE THIS MEETING WITH THE CITY REPRESENTATIVE AND OTHER PARTIES.OBSER9ATION AND TESTING PROGRA0THE SOILS ENGINEER OF RECORD SHALL OBSERVE THE FOLLOWING TASKS:1.PLACEMENT, BACKFILL, AND COMPACTION OF FILL MATERIALBI-WEEKLY REPORTS ARE REQUIRED BY THE SOILS ENGINEER OF RECORD TO THE GRADINGINSPECTOR, MONITORING THE JOB PROGRESS INCLUDING THE STATUS OF EROSION &SEDIMENTATION MONITORING.A FINAL REPORT IS REQUIRED FOR ENGINEERING GRADING INCLUDING ALL COMPACTIONREPORTS.PRO-ECT REPORT RE4UIRE0ENTSPAD CERTIFICATION REQUIREMENTA SOIL OR CIVIL ENGINEER SHALL DETERMINE GRADING PERFORMED FOR THIS PROJECT IS INSUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TO SUPPORT THEINTENDED STRUCTURE(S). THE ENGINEER SHALL SUBMIT A FINAL REPORT TO THE CITY OF SANLUIS OBISPO.SOIL REPORT REQUIREMENTSTHE SOIL REPORT SL-16264-SA OBSERVATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED.A REPRESENTATIVE OF THE GEOTECHNICAL SERVICES SHALL OBSERVE ALL APPLICATIONSREGARDING GENERAL GRADING, PAD GRADING, SLOPE CONSTRUCTION, UTILITY TRENCHESAND FOUNDATION CONSTRUCTION.GRADING NOTES1.ALL GRADING CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CODES AS NOTED UNDER"APPLICABLE CODES" HEADING.2.THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETINGWITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITYBUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, ANDARRANGE FOR INSPECTION.3.GRADING SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT#SL-16264-SA BY EARTH SYSTEMS PACIFIC, INC. , DATE 4/21/2011 FILED WITH THE CITY OF SANLUIS OBISPO.4.SOILS ENGINEER TO DETERMINE THE SOIL IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE.SUCH REPORT INCLUDING PROGRESS AND/OR COMPACTION REPORTS SHALL BE SUBMITTED TOTHE FIELD INSPECTOR PRIOR TO FINAL INSPECTION WHEN A SOILS REPORT IS OBTAINED. THECITY POLICY REGARDING PAD CERTIFICATION SHALL BE FOLLOWED. WHEN APPLICABLE THEENGINEER SHALL OBSERVE THE GRADING OPERATION(S) AND PROVIDE THE FIELD INSPECTORWITH REQUIRED COMPACTION REPORTS AND A REPORT STATING THAT THE GRADINGPERFORMED HAS BEEN OBSERVED AND IS IN CONFORMANCE WITH THE UBC AND CITYORDINANCES.5.NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONEVERTICAL (2:1).6.DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.7.AREAS OF FILL SHALL BE SCARIFIED, BENCHED AND RECOMPACTED PRIOR TO REPLACING FILLAND OBSERVED BY A SOIL OR CIVIL ENGINEER.8.FILL MATERIAL WILL BE RECOMPACTED TO 90% OF MAXIMUM DENSITY.9.REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING FILL.10.ALL DISTURBED AREAS SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVED EROSIONCONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.11.MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED. MINIMUM SETBACK OF TWOFEET FROM ALL PROPERTY LINES WILL BE MAINTAINED FOR ALL GRADING.12.MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR THE FIRST TEN FEET AROUNDPERIMETER.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEYMARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BERESET AT THE CONTRACTOR'S EXPENSE.14.ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT OF WAY SHALL HAVEAN APPROPRIATE CONTRACTOR'S LICENSE, A LOCAL BUSINESS LICENSE, AND SHALL OBTAIN ANENCROACHMENT PERMIT.15.ENGINEERING REPORTS FOR CUT OR FILL SLOPES STEEPER THAN 2:1 SHALL BE SUBMITTED TOTHE FIELD INSPECTOR.UNDERGROUND UTILITY NOTES1.AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHINTHE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURESMAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE.THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDOTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.2.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THECONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OFANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BEPRESENT DURING EXCAVATION.SPECIAL INSPECTIONS1.ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2019 CALIFORNIA BUILDING CODE(CBC) CHAPTER 17.2.SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE OWNER ORREGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'SAGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONSDURING CONSTRUCTION ON ALL TASKS IDENTIFIED BELOW.3.SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATECOMPETENCE, TO THE SATISFACTION OF THE CITY BUILDING DEPARTMENT. NAMES ANDQUALIFICATIONS OF SPECIAL INSPECTOR(S) SHALL BE SUBMITTED TO THE CITY BUILDINGDEPARTMENT FOR APPROVAL.4.EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS LISTED IN THESPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE CITYBUILDING DEPARTMENT AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK. THESTATEMENT SHALL CONTAIN THE ITEMS LISTED IN CBC 1706.1.5.A FINAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE SUBMITTED TO THE FIELDINSPECTOR STATING THE WORK PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED PLANS, APPLICABLE CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THEINTENDED STRUCTURE. SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS,COMPACTION DATA ETC.SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS:·1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY SECTION 1704,1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALLPREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FORSUBMITTAL BY THE PERMIT APPLICATION (SEE SECTION 1704.1.1).·1705.2 CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT OF SPECIALINSPECTIONS SHALL IDENTIFY THE FOLLOWING:a.THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIALINSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGNPROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK.b.THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.c.THE TYPE AND EXTENT OF EACH TEST.d.ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WINDRESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4, 1707 OR 1708.e.FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BECONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL INSPECTION. SECTION (TABLE) 1704.7, REQUIRED VERIFICATION AND INSPECTION OF SOILS.a.VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARINGCAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK.b.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPERMATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK.c.PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS, SHALL BEPERFORMED PERIODICALLY DURING TASK.d.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENTAND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED CONTINUOUSLY DURINGTASK.e.PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HADBEEN PREPARED PROPERLY, SHALL BE PERFORMED PERIODICALLY DURING TASK.OBSERVATION & TESTING PROGRAM.THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR THEFOLLOWING TASKS:·FINAL PLANS·STRIPPING AND CLEARING OF VEGETATION·RECOMPACTION OF SCARIFICATION SOILS·FILL PLACEMENT AND COMPACTION·OVER EXCAVATING·VERIFICATION OF SOILS TYPE & DEPTH·FINAL REPORTTHE SOIL ENGINEER OF WORK SHALL BE EARTH SYSTEMS PACIFIC, INC. SOILS REPORT#SL-16264-SA THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THEFOLLOWING TASKS:·ROUGH GRADING & SITE PREPARATION·FINAL GRADING INSPECTION PRIOR TO FINAL CITY INSPECTIONTHE PROJECT ENGINEER OF WORK SHALL BE DANIEL SOTELO OF ENGINEERING DESIGNPROFESSIONALS, INC., RCE 81227, P.O. BOX 4456, SAN LUIS OBISPO, CA 93403, PHONE (805)602-6167THE ENGINEER OR WORK SHALL STATE IN WRITING THE WORK IS IN SUBSTANTIALCONFORMANCE WITH THE APPROVED PLANS.PRO-ECT SUR9EY 0ONU0ENTSEXISTING SURVEY MONUMENTS SHALL BE TIED OUT OR REPLACED IN ACCORDANCE WITHCITYSTANDARDS AND SPECIFICATIONSGRADING AND 9EGETATION RE0O9ALTO CONTROL EROSION, ACTUAL GRADING SHALL BEGIN WITHIN 30 DAYS OF VEGETATION REMOVALOR THAT AREA SHALL BE PLANTED. NO VEGETATION REMOVAL OR GRADING WILL BE ALLOWEDWHICH WILL RESULT IN THE SILTATION OF WATER COURSE OR UNCONTROLLABLE EROSION.GROUND PREPARATIONPREPARATION OF GROUND FOR FILL. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVEFILL BY THE REMOVAL OF TOPSOIL AND OTHER UNSUITABLE MATERIALS AS DETERMINED BY THESOILS ENGINEER.PREPARATION OF THE GROUND. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BYREMOVING VEGETATION, NON-COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALSSCARIFYING TO PROVIDE A BOND WITH THE NEW FILL.FILL MATERIAL PERMITTED. NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS EXCEPT ASTOPSOIL USED FOR SURFACE PLANT GROWTH ONLY AND WHICH DOES NOT EXCEED 4 INCHES INDEPTH.EROSION CONTROL 0EASURESEROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE ANDFUNCTIONALEART+:OR. 4UANTITIESAREA OF DISTURBANCE = 0.47 ACESTIMATED CUT: 1,266 CY±ESTIMATED FILL: 678 CY±NET: 588 CY± CUTMAX CUT: 13'MAX FILL: 9'NOTE: EXACT SHRINKAGE, CONSOLIDATION, AND SUBSIDENCE FACTORS AND LOSSES DUE TOCLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASEDUPON THE DIFFERENCE BETWEEN EXISTING GROUND SURFACE AND PROPOSED FINISH GRADES,AS SHOWN ON THE PLAN, AND SHOULD VARY ACCORDING TO THESE FACTORS. THE CONTRACTORSHALL BE RESPONSIBLE FOR SITE INSPECTION AND QUANTITY TAKE OFF, AND SHALL BIDACCORDINGLY.APPLICABLE CODES·2019 CALIFORNIA BUILDING CODE·2019 CALIFORNIA ELECTRICAL CODE·2019 CALIFORNIA FIRE CODE·2019 CALIFORNIA PLUMBING CODE·2019 CALIFORNIA REFERENCE STANDARDS CODE·CITY STANDARD SPECIFICATIONS: CURRENT EDITION·CITY ENGINEERING STANDARDS: CURRENT EDITION·CITY FIRE CODE ORDINANCE·CITY LAND USE ORDINANCE·GRADING 2019 APPENDIX CHAPTER 33NOTE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THEAPPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER,SEWER, DRAINAGE OR UNDERGROUND FACILITIES.CITY OF SAN LUIS OBISPO NOTESA.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENTEDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENTADOPTED STANDARDS ARE DATED AUGUST 2020.)B.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAYAPPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKSDIRECTOR.C.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLICRIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORKREQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS,UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK,DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREETTREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTIONOR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.D.CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48-HOURNOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.E.THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD ANDCONSTRUCTION DEBRIS AT THE END OF EACH DAY.F.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.G.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALLHAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINALINSPECTION APPROVALS.H.ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUTBY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TOOCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS ANDPROFESSIONS CODE.I.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THESATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALLDEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.J.ONE 15-GALLON STREET TREE IS REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE ORFRACTION THEREOF. TREE SPECIES AND PLANTING REQUIREMENTS SHALL BE PER CITYENGINEERING STANDARDS.GEOTECHNICAL REPORTPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPBENCHMARKFLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 190.00 FEET (57.910 m)TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)DATE:
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SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
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EL A. SOTELOPRELI0INARYARCH-0221-2022SITE DATAAPN No.002-412-011ACREAGE:0.89ZONINGO-HA ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
D ARCHITECTURAL REVIEW - 2ND SUBMITTAL7/6/2022 ABAN ABANDONAIP ABANDONED IN PLACEAGG AGGREGATEALT ALTERNATE ECA ANODE, GASACP ASBESTOS CEMENT PIPEAC ASPHALTIC CONCRETEAVE AVENUEBC BACK OF CURBBCR BACK OF CURB RADIUSBVC BEGINNING OF VERTICALCURVEBM BENCH MARKBDRY LINEBOUNDARY LINECATV CABLE TELEVISIONC-C CENTER TO CENTERCL CENTERLINECO CLEAN OUT, SEWERCOMM COMMERCIALCONC, PCC CONCRETECONST CONSTRUCTION ORCONSTRUCTCOR CORNERCMP CORRUGATED METAL PIPECSAP CORRUGATED STEEL ARCHPIPECSP CORRUGATED STEEL PIPEC&G CURB AND GUTTERCIP CAST IRON PIPECOL COLUMNCU YD, CY CUBIC YARDCU FT, CF CUBIC FEETCULV CULVERTCF CURB FACEDEPT DEPARTMENTDIA DIAMETERDWY DRIVEWAY ORIGINAL GROUNDDI DROP INLETESMT EASEMENTE/O EAST OFEP EDGE OF PAVEMENTEO EDGE OF OILE ELECTRICEM ELECTRIC METERELEV ELEVATIONEMBK EMBANKMENTECR END OF CURB RETURNEC END OF CURVEEVC END OF VERTICAL CURVEEXIST EXISTINGFT FEET OR FOOTFG FINISH GRADEFA FIRE ALARMFH FIRE HYDRANTFL FLOW LINEGALV GALVANIZEDGM GAS METERGR GAS PRESSURE REGULATORPL-G PLASTIC GASS-G STEEL GASGB GRADE BREAKGUT GUTTERHDWL HEADWALLIN INCHINT INTERSECTIONINV INVERTISL ISLANDJB JUNCTION BOXLOC LENGTH OF CURBLT LEFTLF LINEAR FEETMH MANHOLEMAX MAXIMUMMIN MINIMUMMON MONOLITHICN/O NORTH OFNTS NOT TO SCALEOC ON CENTEROG ORIGINAL GROUNDPVMT PAVEMENTPI POINT OF INTERSECTIONPRC POINT OF REVERSE CURVEPC POINT OF CURVEPT POINT OF TANGENCYPCC POINT OF COMPOUND CURVEPP POWER POLEP POWERPL PROPERTY LINEPROP PROPOSEDPB PULL BOXRP RADIUS POINTR RADIUSRR RAILROADREINF REINFORCEDRC REINFORCED CONCRETERCB REINFORCED CONCRETE BOXRCP REINFORCED CONCRETE PIPERELOC RELOCATERT RIGHTR/W RIGHT-OF-WAYRD ROADSS SANITARY SEWERSHT SHEETS/O SOUTH OFSW SIDEWALKSQ FT, SF SQUARE FOOTSQ YD, SY SQUARE YARDSTA STATIONSHPSTEEL HIGHPRESSURE PIPESD STORM DRAINSTD STANDARDSTRUCT STRUCTURAL ORSTRUCTURESURV SURVEYSL STREETLIGHTT TELEPHONETEMP TEMPORARYTBA TO BE ADJUSTEDTBR TO BE REMOVEDTC TOP OF CURBTP TOP OF PIPETS TRAFFIC SIGNALTSI TRAFFIC SIGNALINTERCONNECTTRANS TRANSITIONTYP TYPICALUG UNDERGROUNDVAR VARIABLEVERT VERTICALVC VERTICAL CURVEVG VALLEY GUTTERVCP VITRIFIED CLAY PIPEW WATERWM WATER METERW/O WEST OFYD YARDABBREVIATIONS
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20BENCHMARKEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gFF2% MINCONCRETE8" MIN5% MINFOR 10'BUILDING SLAB SECTIONGEOTECHNICAL REPORTEARTHWORKSSITE DATAPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.CUT = 1,266 CYFILL = 678 CYNET = 588 CY CUTAPN No.002-412-011ACREAGE:0.89ZONINGO-H1005SCALE: 1" =1010'TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPFLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 190.00 FEET (57.910 m)DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
7/6/2022
DS
DSC225
7/6/20221" = 10'
GRADING PLAN
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYARCH-0221-202213654DEEPENED FOOTING, MAX DEPTH PER PLAN (SEE STRUCTURALPLANS FOR DETAILS).CONSTRUCT RETAINING WALL, MAX WALL HEIGHT AND LENGTH PER WALLPLAN AND PROFILES, SHEET C3. (SEE STRUCTURAL PLANS FOR WALLDETAILING). CONTRACTOR TO PROVIDE ASPHALTIC WATER PROOFING,BACK OF WALL DRAIN, AND WEEPHOLES PER GEOTECHNICAL REPORT.CONTRACTOR TO PROVIDE EDGE PROTECTION WHERE REQUIRED PER CBCREQUIREMENTS.CONSTRUCT 4" CONCRETE OVER 4" TO 6" OF IMPORTED SAND OVER 18"TYPE II AGGREGATE BASE REINFORCED WITH NO. 3 BARS PLACED AT 24IN O.C. BOTH WAYS PER GEOTECHNICAL REPORT.8CONSTRUCT STAIRS PER CBC REQUIREMENTS.97CONSTRUCTION NOTES21011121613TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS)PROTECT TREE PER CITY OF SLO STANDARD 77-1.03A (2) TREE PROTECTION1415RAISED PLANTER BED (SEE LANDSCAPE PLANS FOR DETAILS)DECORATIVE CONCRETE (SEE LANDSCAPE PLANS FOR DETAILS)GRASSCRETE (SEE LANDSCAPE PLANS FOR DETAILS)CONTRACTOR TO INSTALL REMOVABLE BOLLARDSCONSTRUCT FLOW LINE AS SHOWNBENCH (SEE LANDSCAPE PLAN FOR DETAILS)LEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)INSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENTPER MANUFACTURERS SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED NEARDRIVEWAY LOCATIONS.DECOMPOSED GRANITE (SEE ARCHITECTURAL PLANS FOR DETAILS)174" IRON CAST IRON PIPE18PHASE 2 - ADS MANHOLE19PHASE 2 - RETAINING WALL20PHASE 2 - 12X12 MIDSTATE CATCH BASINA ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
D ARCHITECTURAL REVIEW - 2ND SUBMITTAL7/6/2022LANDINGS (SEE ARCH PLANS FOR DETAILS)
0%MINSEAT WALL BENCH(SEE LANDSCAPE PLANS FOR DETAILS)2.0%FF=201.40BUILDINGFOUNDATION (BY OTHERS)EXISTING GRADEPARKING STRUCTURE - PHASE 2(BY OTHERS)FF 201.33PARKING STRUCTURE - PHASE 2(BY OTHERS)FF 190.16±25.5' ALLEY2.0%SECTION @ NORTH WESTNTSD13.9'11.6'FLFF=201.40BUILDINGPARKING STRUCTURE - PHASE 2(BY OTHERS)FF 201.33PARKING STRUCTURE - PHASE 2(BY OTHERS)FF 189.33FOUNDATION (BY OTHERS)EXISTING GRADE±1.5'6" CLASS II AGG BASESECTION @ NORTH WESTNTSERW1115.7'15.3'MONTEREY ST (PUBLIC)FRONTAGE IMPROVEMENTS - PHASE 3(BY OTHERS)PROPOSED GROUNDFF=201.40BUILDINGEXISTING GROUNDINSTALL STORMTECH MC-3500CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 3, SHEET C4.INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE20" STONE FOUNDATION DEPTHELEV. = 186.30 SUMPELEV. = 186.46 BOT. OF STONE FOUND.ELEV. = 188.13 BOT. OF CHAMBERELEV. = 188.30 24" INV.ELEV. = 191.88 TOP OF CHAMBERELEV. = 192.88 TOP OF STONESECTION @ STORM TECH CHAMBERSNTSFELEV. = 190.73 8" INV.1701801902002102202301701801902002102202300+801+001+50STA: 1+00.00 TOF ELEV: 199.90
BEGIN WALL
STA: 1+27.37 TOF ELEV: 199.23
END WALL
STA: 1+22.63 TOF ELEV: 199.90
STA: 1+22.63 TOF ELEV: 199.23
STEP FOOTING
STA: 1+10.50 TOF ELEV: 199.90
AP
STA: 1+00.00 TOW ELEV: 204.59
BEGIN WALL
STA: 1+27.37 TOW ELEV: 204.59
END WALL
GRADE AT FACE OF WALLGRADE AT BACK OF WALLBENCHMARKEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D g1005SCALE: 1" =1010'FLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)1FUTURE RETAINING WALL. SEE WALL PROFILES THIS SHEET FOR TOP OFWALL AND TOP OF FOOTING ELEVATIONS. CONTRACTOR TO PROVIDEBACK OF WALL ASPHALTIC WATER PROOFING, DRAIN ROCK, ANDPERFORATED PIPE PER GEOTECHNICAL REPORT. PERFORATED PIPE TODAYLIGHT. CONTRACTOR TO VERIFY WALL HEIGHT PRIOR TOCONSTRUCTION.CONSTRUCTION NOTESNOTE TO CONTRACTOR:1.FOOTING DEPTH ELEVATIONS ARE BASED ON THE MINIMUM DEPTH AS SPECIFIED BYTHE SOILS ENGINEER. FINAL FOOTING DEPTH SHALL BE DETERMINED BY THE SOILSENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD WITH FINAL WALLDESIGN REQUIREMENTS PRIOR TO FOOTING CONSTRUCTION.2.SEE RETAINING WALL DETAIL X, ON SHEET XX FOR ADDITIONAL INFORMATION.RETAINING WALL 1 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'RETAINING WALL 2 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'(PHASE 2) RETAINING WALL 4 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
7/6/2022
DS
DSC335
7/6/20221" = 10'
DETAIL SHEET
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYARCH-0221-2022A ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
D ARCHITECTURAL REVIEW - 2ND SUBMITTAL7/6/2022 RETAINING WALL 3 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'
DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
7/6/2022
DS
DSC445
7/6/2022NTS
DETAIL SHEET
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYARCH-0221-2022CONC. FLOOR SLABF.F. ELEV. PER PLANTYPICAL DOWNSPOUT TIE INNTS1DOWNSPOUT ADAPTORINSERTED IN RISER PIPECLEANOUT WITH ENDCAP ADJUST RIMELEVATION PER PLAN6" SDFINISH GRADESTORM DRAINPIPE PER PLAN.INV ELEVATIONPER PLAN.90° ELBOW45° BEND45° WYEHDPE PIPE (TYP.)NOTES:1.ALL PIPES/FITTINGS LOCATED WITHIN 5 FEET OF FOUNDATION SHALL BE WATER TIGHT2.ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATERTIGHT. CONTRACTOR TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEERPRIOR TO CONSTRUCTION3.ALL PIPES/FITTING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS4.DO NOT GLUE DOWNSPOUT ADAPTER TO STORM DRAIN RISER - USE SMALL AMOUNT OF LUBRICANT ORGREASE TO SEAL CONNECTION AND ALLOW FOR FUTURE ADAPTER5.CLEANOUTS, FITTINGS, AND PIPE TO BE TRAFFIC RATED IF LOCATED IN AREAS NEAR OR IN VEHICULARTRAFFICDOWNSPOUT (BY OTHERS)NOTES:1.NO TREES OR LARGE BUSHES ARE TO BE PLANTED OVER SEWER/STORM DRAIN PIPE2.NATIVE MATERIAL MAY SUFFICE FOR BEDDING AND INITIAL BACKFILL - SEE SOILS REPORT3.CONTRACTOR TO INSTALL PIPE PER MANUFACTURER'S SPECIFICATIONS4.CONTRACTOR TO VERIFY MANUFACTURER'S MIN COVER AND LOADING REQUIREMENTS PRIOR TO CONSTRUCTION5.ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTORTO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTIONS9" MAX DIA.FINISH GRADESTORM DRAIN/SEWER TRENCH (3" DIA. AND LARGER PIPES)NTS2LANDSCAPE TOPSOIL,WHERE OCCURSNATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)NON-VEHICULAR AREASS9" MAX DIA.PAVEMENT SECTION PERGEOTECHNICAL REPORTTOP 12" @ 95% MIN R.C.NATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)VEHICULAR AREASSTORM TECH UNDERGROUND DETENTION CHAMBERSNTS3A ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
D ARCHITECTURAL REVIEW - 2ND SUBMITTAL7/6/2022
PARKING METEREXISTING NO PARKING SIGNEXISTING WATER METEREXISTING CURB AND SIDEWALKEXISTING CURB AND SIDEWALKEXISTING DRIVEWAYEXISTING STREET LIGHTEXISTING ELECTRICAL VAULTEXISTING CURB GUTTER AND SIDEWALKEXISTING GATE VALVESEXISTING FIRE HYDRANTEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING PARKING METEREXISTING POWER POLEEXISTING 2.5' RETAINING WALLEXISTING GATE VALVEEXISTING POWER POLEEXISTING STREET SIGNEXISTING CURB & SIDEWALKEXISTINGHANDICAPRAMPEXISTING CURB ANDSIDEWALKEXISTING CURB,GUTTER, ANDSIDEWALKEXISTING STREET TREEEXISTINGHANDICAPRAMPEXISTING SSCOEXISTINGWATER METEREXISTING GATE VALVEMONTEREY STREETDANA STREETEXISTING SSMHRIM EL = 191.85NIPOMO STREET
N36° 28' 51"W 279.70'N53° 05' 37"E 214.61'S36° 15' 10"E 281.64'(PUBLIC)(PUBLIC)(PUBLIC)2.43'BUILDINGFF PROPOSED T+EATER60' RW30' RW30' RWLI0ITS OF YR FLOOD PLAINLI0ITS OF YR FLOOD PLAINLI0ITS OF YR FLOOD PLAINLINE OF DECK ABOVELINE OF STAIRS ABOVE0.5'1200.00 TG194.56 INV.1200.66 TG194.75 INV.2200.63 RIM193.96 INV.2197.31 RIM190.77 INV.3195.55 TG189.50 INV. (NW)189.50 INV.(SW)188.30 INV. (NE)190.73 INV. (SE)186.30 SUMP12910101213.5'15.3'31.2'9 CF10.9'
8.5'
7.0'22.1'6193.64 INV.6190.31 INV.1193.29 TG191.29 INV.1026 LF 8" SD @ 8.63%23 LF 8" SD @ 3.88%108 LF 8" SD @ 3.67%7 LF 8" SD @ 2.05%1029 LF 8" SD @ 11.55%104 LF 8" SD @ 11.00%107 LF 8" SD @ 5.00%12388PAR.ING STRUCTURE P+ASE BY OT+ERS FRONTAGE IMPROVEMENTS - PHASE 3(BY OTHERS)FRONTAGE IMPROVEMENTS - PHASE 3
(BY OTHERS)1148.1'3 LF 4" SD @ 3.33%194.29 INV.194.19 INV.106 LF 8" SD @ 11.52%5189.64 INV.(ROOF AREA TODRAIN TO BASIN 2)(ROOF AREA TODRAIN TO BASIN 2)6190.73 INV.7193.30 INV.7192.41 INV.103 LF 8" SD @ 16.65%107 LF 8" SD @ 16.65%4102 LF 8" SD @ 16.65%3 LF 4" SD @ 1.67%200.08 INV.200.03 INV.194.43 INV.BENCHMARKEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gFF2% MINCONCRETE8" MIN5% MINFOR 10'BUILDING SLAB SECTIONGEOTECHNICAL REPORTSITE DATAPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.APN No.002-412-011ACREAGE:0.89ZONINGO-H1005SCALE: 1" =1010'TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPFLOOD ZONE INFORMATIONA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)DATE:
DRAFTER:
CHECKED:
SCALE:SHEETSHEET OF SHEETSDESCRIPTION:REV:DATE:
E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
L 0 S 0 S C A
0 5 .6 0 2 .6 1 6 7 |E D P I N C 0 R P O R A T E D .C O M
0 S
8
7/6/2022
DS
DSC555
7/6/20221" = 10'
UTILITY PLAN
SAN LUIS OBISPO REPERTORY THEATRE
MONTEREY STREET
SAN LUIS OBISPO, CA
APN# 002-412-011
R EGISTE
R
E
D PROFESSIONAL ENGINEERSTATE OF CALIFORN
I
A EXP.CIVILNO. 81227D
A
NI
EL A. SOTELOPRELI0INARYARCH-0221-202212ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED INDRIVEWAY LOCATIONS.3INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PERMANUFACTURERS SPECIFICATIONS. SEE STORMTECH DETAIL 3,SHEET C4.4567STORM DRAIN CONSTRUCTION NOTESINSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENTPER MANUFACTURERS SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.CONNECT ROOF DRAINS TO ADS EXPANDABLE DOWNSPOUT ADAPTERWITH CLEAN OUT OR EQUIVALENT PER MANUFACTURER'SSPECIFICATIONS AND TYPICAL DOWNSPOUT DETAIL 1, SHEET C4.INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.9CONNECT EMERGENCY OVERFLOW TO STORM DRAIN LATERAL12SEWER CONSTRUCTION NOTES6" PVC (SDR 35, OR EQUAL) GRAVITY SEWER LATERAL AT 2.0% MIN.SLOPE FROM POINT OF CONNECTION TO BUILDING, WITH END OF RUNSEWER CLEAN OUT W/TRAFFIC RATED LID PER CITY OF SLO SEWERLATERAL STANDARD DETAILS 6810, 6710, AND DETAIL 2, SHEET C4.6" PVC (SDR 35, OR EQUAL) SEWER CLEANOUT. CLEANOUT SHALLHAVE WELL W/TRAFFIC RATED LID PER CITY OF SLO SEWERCLEANOUT & WELL STANDARD DETAIL 6710 IN TRAFFIC LOCATIONS.3CONNECT TO FUTURE SEWER LATERAL. (LATERAL INVERT ELEVATIONBY OTHERS)84" CAST IRON PIPELEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKJOINT TRENCHWATERSTORM DRAINPHASE 2 - STORM DRAINSANITARY SEWERXXX(100)(101)||||||||||||||||||||||||||||||JTJTJTWWWSDSDSDSDSDSDA ARCHITECTURAL REVIEW1/14/2020
B ARCHITECTURAL REVIEW - BASEMENT REMOVED3/22/2022
C ARCHITECTURAL REVIEW - LANDSCAPE REVISION4/20/2022
D ARCHITECTURAL REVIEW - 2ND SUBMITTAL7/6/2022SSSSSSINSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE PERMANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET C4.10PHASE 2 - STORMTECH CHAMBERS W/ MANHOLE AND STORMDRAIN LATERALS.12CONNECT TO PHASE 2 STORM DRAIN LATERAL STUB OUT.11