TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
101
Name
101
A101
1 SIM
A101
1 A1.01
0 0
Name ?
Elevation
1 1
A101
SIM
1i
1t
GRID LINES
LEVEL TAG
ROOM TAG
EXTERIOR ELEVATION
SYMBOL
SECTION CUT SYMBOL
INTERIOR ELEVATION
SYMBOL
DETAIL CALLOUT
KEYNOTE TAG
MATERIAL TAG
WALL TAG
DOOR TAG
WINDOW TAG
SPOT ELEVATION
REVISION TAG
CENTERLINE
1 Ref
1Ref
1 Ref
1Ref
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A0.00
COVER SHEET
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
CUP RESUBMITTAL - 05.20.2024
NECTAR ADDRESS: 1519 WEST YOSEMITE AVE.
MANTECA CA 95337
APN/PARCEL ID: 20015022
LEGAL DESCRIPTION: PARCEL MAPS 16 PG 109 LOT 4
ZONE: CN
GENERAL PLAN: NC
LOT SIZE: 15,360 SQ.FT.
BUILDING AREA: 3,000 SQ.FT.
STORIES : 1
BLDG TYPE : TYPE V
PROPOSED OCCUPANCY: M - MERCANTILE
BULDING TYPE: TYPE V-B ( NOT FIRE SPRINKLERED )
FLOOR AREA: 2800 SF INTERIOR FLOOR AREA EXISTING
STORIES: 1
HEIGHT: 75' MAXIMUM ALLOWED
YARDS: FRONT - 0 FT
REAR - 0 FT
SIDE - 0 FT
FAR 0.6
OPEN SPACE NO MIN.
PARKING: 4/1000 SF GFA
(12) SPACES REQUIRED
(17) SPACES PROVIDED, (1 ) ACCESSIBLE VAN PROVIDED
(18) TOTAL SPACES PROVIDED
SCOPE OF WORK:
TENANT IMPROVEMENT OF EXISTING COMMERCIAL WELLNESS SPACE TO COMMERCIAL RETAIL SPACE.
WORK INCLUDED : INTERIOR PARTITION NON-STRUCTURAL WALLS, DOORS AND DISPLAYS OCCUPANCY ANALYSIS: SEE CODE ANALYSIS, SHEET A1.03
CALGREEN MANDATORY MEASURES: EXEMPT PER 2022 CALIFORNIA GREEN BUILDING CODE SECTION 301.3 APPLICABLE CODES:
THE CITY OF MANTECA ADOPTS THE FOLLOWING CODES, ORDINACES, RULES & REGULATIONS ( INCLUDING ERRATA AND SUPPLEMENTS TO
THE FOLLOWING)
MANTECA MUNICIPAL CODE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBLING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA GREEN BUILDING CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA FIRE CODE
PROJECT DATA:
A.C. ASPHALTIC CONCRETE
ACT. ACOUSTICAL TILE
AD. AREA DRAIN
ADD. ADDENDUM
ADD'L ADDITIONAL
ADJ. ADJUSTABLE
ADJC. ADJACENT
A.F.F. ABOVE FINISHED FLOOR
ALT. ALTERNATE
AL. ALUMINUM
ANOD. ANODIZED
APPROX. APPROXIMATELY
ASS'Y ASSEMBLY
BD. BOARD
BET. BETWEEN
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
B.O. BOTTOM OF
BOT. BOTTOM
BP BUILDING PAPER
BSM BONDERIZED SHEET METAL
BSMT. BASEMENT
BR. BRONZE
B.U. BUILT UP
CAB. CABINET
CEM. CEMENT
CER, CERAMIC
CLG. CEILING
C.L. CENTERLINE
CLR. CLEAR
C.M.U CONCRETE MASONRY UNIT
C.O. CLEANOUT
COL. COLUMN
CONC. CONCRETE
COND. CONDITION
CONTR. CONTRACTOR
CPT. CARPET
DET. DETAIL
D.F. DRINKING FOUNTAIN
D.F. DOUGLAS FIR
D.G. DUAL GLAZED
DIA. DIAMETER
DIM. DIMENSION
DIV. DIVISION
DOCS. DOCUMENTS
DN. DOWN
DR. DOOR
D.S. DOWNSPOUTS
DWGS DRAWINGS
EA. EACH
E.J. EXPANSION JOINT
E.P. ELECTRICAL PANEL
EL. ELEVATION
ELEC. ELECTRIC/ELECTRICAL
ELEV. ELEVATOR; ELEVATION
ENCL. ENCLOSURE
E.O.S. EDGE OF SLAB
EQ. EQUAL
EQUIP. EQUIPMENT
EST. ESTIMATE
(E) EXISTING
EXH. EXHAUST
EXP. EXPOSED; EXPANSION
EXT. EXTERIOR
F.A. FIRE ALARM PULL STATION
F.A.U. FORCED AIR UNIT
FDN. FOUNDATION
FIN. FINISH
F.E.C. FIRE EXTINGUISHER CABINET
F.D. FLOOR DRAIN
F.F FINISH FLOOR
FIN. FINISH
FIXT. FIXTURE
FLASH. FLASHING
FLUOR. FLUORESCENT
F.O. FACE OF
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.W. FACE OF WALL
F.R. FIRE RATED
FRMG. FRAMING
FSTNRS FASTENERS
FT. FEET
FTG. FOOTING
GA. GAUGE
GALV. GALVANIZED
GB. GRAB BAR
GL. GLASS
GSM GALVANIZED SHEET METAL
GYP. BD. GYPSUM BOARD
HB HOSE BIBB
H.C. HOLLOW CORE
HD. HEAD
HDR. HEADER
SYMBOLS:
HDWR HARDWARE
HDWD HARDWOOD
H.M. HOLLOW METAL
HT. HEIGHT
IN. INCH
INCL. INCLUDE
INSUL. INSULATION
INT. INTERIOR
JST JOIST
JT. JOINT
JST JOIST
JT. JOINT
LAM. LAMINATE(D)
LAV. LAVATORY
LT. LIGHT
LT. FIXT. LIGHT FIXTURE
MAT. MATERIAL
MAX. MAXIMUM
M.C. MEDICINE CABINET
MECH. MECHANICAL
MED. MEDIUM
MEMB. MEMBRANE
MEZZ. MEZZANINE
MFR. MANUFACTURER
MIN. MINIMUM
MTD. MOUNTED
MTL. METAL
N NORTH
(N) NEW
N.I.C. NOT IN CONTRACT
NO. OR # NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
O/ OVER
O.C. ON CENTER
O.D. OVERFLOW DRAIN
OPP. OPPOSITE
P.G. PAINT GRADE
P.L. PROPERTY LINE
PLAS. PLASTIC; PLASTER
P.LAM. PLASTIC LAMINATE
PLY PLYWOOD
POL. POLISHED
PROJ. PROJECT
PROP. PROPERTY
P.T. PRESSURE TREATED
PTD. PAINTED
PTN. PARTITION
R RADIUS
R.D. ROOF DRAIN
REF. REFER; REFERENCE
REINF. REINFORCED
RESIL. RESILIENT
REQ'D REQUIRED
RM. ROOM
R.O. ROUGH OPENING
R.O.W. RIGHT OF WAY
S SOUTH
S.C. SOLID CORE
S.C.D. SEE CIVIL DRAWINGS
S.E.D. SEE ELECTRICAL DRAWINGS
S.L.D. SEE LANDSCAPE DRAWINGS
S.LT.D. SEE LIGHTING DRAWINGS
S.M.D. SEE MECHANICAL DRAWINGS
S.P.D. SEE PLUMING DRAWINGS
S.S.D. SEE STRUCTURAL DRAWINGS
SCHED. SCHEDULE
SHT. SHEET
SHTG SHEATHING
SIM. SIMILAR
S.G. STAIN GRADE
S.S. STAINLESS STEEL
STL. STEEL
STD. STANDARD
SYM. SYMBOL
SYS. SYSTEM
TEMP. TEMPERED; TEMPORARY
T&G TONGUE AND GROOVE
THK. THICK
THOLD. THRESHOLD
TRANS. TRANSPARENT
T.O. TOP OF
T.O.P. TOP OF PLATE
T.O.W TOP OF WALL
T.S. TUBE STEEL
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
U.N.O. UNLESS NOTED OTHERWISE
V.I.F. VERIFY IN FIELD
WD. WOOD
W/ WITH
W/O WITHOUT
WH. WATER
ABBREVIATIONS: ABBREVIATIONS (CONT'D):
VICINITY MAP:
1519 W YOSEMITE AVE., MANTECA CA 95337
GENERAL NOTES:
1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE DRAWINGS AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE DESIGN PROFESSIONAL.
2. EXISTING CONSTRUCTION DATA HAS BEEN OBTAINED IN THE FIELD BY VISUAL MEANS ONLY. DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACH CONTRACTOR. ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE REPORTED TO THE DESIGN PROFESSIONAL BEFORE WORK BEGINS OR SUPPLIES ARE ORDERED.
3."SIMILAR" OR "SIM". INDICATES COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS.
4. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR DETAILED ON THE DRAWINGS OR
CALLED FOR IN THE GENERAL NOTES THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR.
5. REPAIR, REPLACEMENT AND/OR PATCHING IN EXISTING AREAS ARE TO MATCH SUBSTRATE AND ADJACENT FINISH.
6. VERIFY ELECTRICAL, MECHANICAL AND FIRE ALARM REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
7. WORK SHALL BE PERFORMED IN CONFORMANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES, LAWS AND REGULATIONS APPLICABLE TO THIS WORK, INCLUDING CBC 2022 PARTS 1 THROUGH 5.
8. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, FACE OF CONCRETE, TO CENTERLINES OF COLUMNS AND OTHER GRID POINTS, & TO CENTERLINES OF DOORS AND OTHER SCHEDULED OPENINGS UNLESS OTHERWISE NOTED. GENERAL CONTRACTOR SHALL VERIFY AND NOTIFY DESIGN PROFESSIONAL OF ANY DISCREPANCY.
9. OFFSET STUDS WHERE REQUIRED TO ALIGN WITH FINISH MATERIAL.
10. WHERE UL, GA, OR CBC CONSTRUCTION ASSEMBLIES ARE DESIGNATED, THE COMPONENTS AND INSTALL DETAILS MUST CONFORM IN EVERY PARTICULAR WITH THE DESIGN NUMBER SPECIFIED.
11. GENERAL CONTRACTOR TO PROVIDE & COORDINATE ACCESS DOOR LOCATIONS (FOR CONCEALED ITEMS) WITH APPROVAL
12. RATED WALLS AND CEILINGS SHALL NOT BE PENETRATED WITH PLASTIC PIPE OR BOXES, EXCEPT UL FIRE BOXES MAY BE USED PER CEC'22 300.21, CBC'22 714, 717
13. ALL DIMENSIONS SHOWN RELATING TO EXISTING CONSTRUCTION ARE APPROXIMATE. FIELD VERIFY ACTUAL DIMENSIONS.
14. SEE STRUCT. DWGS FOR EXTENT OF DEMOLITION REQ'D FOR (N) STRUCTURAL IMPROVEMENTS WHERE REQUIRED.
15. ANY ITEM OR WORK NOT NOTED AS "EXISTING" (E) SHALL BE NEW.
DRAWINGS:
1.PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, U.O.N.
2.ALL HEIGHTS ARE DIMENSIONS "A.F.F." ABOVE FINISHED FLOOR
3.UPON COMPLETION OF PARTITION LAYOUT, THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL FOR REVIEW AND VERIFICATION OF LAYOUT PRIOR TO PARTITION INSTALLATION.
4.COORDINATE LOCATION AND PROVIDE BACKING PLATES WITHIN PARTITIONS FOR ALL CABINETS, COUNTERTOPS, SHELVES AND ANY WALL MOUNTED ITEMS.
5.VERIFY POSITIONS OF EXISTING COLUMNS TO BE LOCATED WITHIN NEW WALL CONSTRUCTION AND NOTIFY ARCHITECT OF DISCREPANCIES.
6.FIRMLY ANCHOR AND SEISMICALLY BRACE PARTITIONS PER CODE AND DETAILS.
7.INSTALL UNIT INTERIOR DOORS 4" FROM ADJACENT WALL UNLESS OTHERWISE DIMENSIONED.
8.REFER TO LIGHTING PLANS FOR GYPSUM BOARD SOFFITS AND CEILINGS.
9.MAINTAIN ALL EXISTING RATED CONSTRUCTION UNLESS OTHERWISE NOTED ON PANS. PROVIDE REMEDIAL WORK AS REQUIRED TO INSURE INTEGRITY OF EXISTING FIRE RATINGS.
10.CONTRACTOR SHALL PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN WET AREAS, KITCHENS AND AS NOTED.
11.ALL CASEWORK TO BE CUSTOM GRADE OR BETTER AS DEFINED BY THE ARCHITECTURAL WOOD INSTITUTE.
12.CONCEALED WOOD TO BE FIRE RETARDANT TREATED, TYP.
13.ALL DOORS SHALL BE WELL FITTED AND SELF-CLOSING TO PREVENT ENTRANCE OF FLIES, RODENTS AND VERMIN.
14.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, THUMB TURN, OR ANY SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED, UNLESS ANY OF THE CONDITIONS UNDER SECTION CBC 2022 1010.1 and 1010.2.
15.ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75 FEET OF A FIRE EXTINGUISHER. THE MINIMUM SIZE OF THE EXTINGUISHER SHALL BE 2-A:10-BC. (CFC / 906). PROVIDE FIRE EXTINGUISHER(S) ACCORDING TO THE INDICATED CODE SECTION
16.DOOR HANDLES , PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" MIN AND 44" MAX ABOVE THE FINISHED FLOOR PER SECTION CBC 2022 11B-404.2.7.
CONSTRUCTION:
1.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS AND PROCUREMENT OF CONSTRUCTION. THE DESIGN PROFESSIONAL SHALL BE CONTACTED ONLY FOR CLARIFICATION OF DESIGN INTENT.
2.WORK PERFORMED IS COORDINATED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTIONS IN
SPECIFICATIONS MUST BE SUBMITTED TO THE DESIGN PROFESSIONAL FOR APPROVAL SHOULD THE CONTRACTOR FIND ANY
DISCREPANCY, OMISSIONS, AMBIGUITY OR CONFLICT IN ANY OF THE CONSTRUCTION DRAWINGS, OR BE IN DOUBT AS THEIR MEANING, THE CONTRACTOR MUST BRING THE QUESTION TO THE DESIGN PROFESSIONAL PRIOR START OF CONSTRUCTION. THE
DESIGN PROFESSIONAL SHALL REVIEW THE QUESTIONS AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, WILL ISSUE A CLARIFYING ADDENDUM. NEITHER THE OWNER OR DESIGN PROFESSIONAL WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS.
3.WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY THE GENERAL CONTRACTOR TO THE OWNER AND DESIGN PROFESSIONAL PRIOR TO ANY WORK STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST AND POSSIBLE DELAY TO THE PROJECT.
4.WORK PERFORMED SHALL MEET OR EXCEED PERFORMANCE STANDARDS AS PROMULGATED BY NFPA, ASTM, ASNI OR OTHER FEDERAL SPECIFICATION OR PERTINENT STATE AND TESTING ORGANIZATION AS APPLICABLE.
5.THE GENERAL CONTRACTOR SHALL GUARANTEE ALL WORK DONE UNDER HIS SUPERVISION AND CONTROL FOR ONE FULL YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.
6.ALL INSTALLATIONS SHALL BE IN FULL AND STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
7.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY OF ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK.
A.USE ALL MEANS NECESSARY TO PROTECT (E) OBJECTS DESIGNATED TO REMAIN AND IN THE EVENT OF DAMAGE, IMMEDIATELY
MAKE REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE DESIGN PROFESSIONAL AT NO ADDITIONAL EXPENSE TO OWNER.
B.USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE PERFORMANCE OF THIS WORK AND PREVENT DUST FROM BEING A NUISANCE TO NEIGHBORING TENANTS, WORKMEN AND CONCURRENT PERFORMANCE OF THE WORK.
8.THE GENERAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS AND COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL PUBLIC AUTHORITIES (FEDERAL, STATE OR LOCAL)GOVERNING THE WORK. THE MOST STRICT SHALL APPLY.
9.WORK AREAS ARE TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY.
10. ALL WORK NOTED "BY OTHERS" OR "N.I.C." SHALL BE PROVIDED BY THE OWNER OR TENANT UNDER SEPARATE CONTRACT.
INCLUDE SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN THE CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION.
11.FIRE SAFETY:
A.ON-SITE FIRE PROTECTION (EXTINGUISHERS) WILL BE KEPT READILY AVAILABLE AT ALL TIMES.
B.ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR ORIGINAL CONTAINERS SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES. ALL FLAMMABLE MATERIALS ARE TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE.
C.ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO BE SHUT OFF AFTER WORKING HOURS.
12.UPON COMPLETION OF THE PROJECT, PREMISES SHALL BE LEFT BROOM-CLEAN SWEPT FREE OF DIRT AND DUST, ALL GLASS TO BE CLEAN, ALL FIXTURES AND APPLIANCES MADE FULLY OPERATIONAL. ALL SYSTEMS (ELECTRICAL, HVAC, PLUMBING ETC.) TO BE MADE FULLY OPERATIONS AND BALANCED. ALL WARRANTIES AND MANUALS OF SYSTEMS ARE TO BE REVIEWED AND GIVEN TO OWNER/TENANT. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND SURROUNDING AREAS ARE TO BE LEFT IN A NEAT AND ORDERLY FASHION.
DEMOLITION:
1. THE INTENT OF THE DEMOLITION PLAN IS TO SHOW THE GENERAL NATURE OF THE SCOPE OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE JOB SITE TO VERIFY THE EXISTING CONDITION. NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY OF ANY DISCREPANCIES.
2. SEE OWNER FOR DEMOLISHED ITEMS TO BE SAVED FOR REUSE. ALL OTHER DEMOLISHED ITEMS BECOME THE PROPERTY OF THE GENERAL CONTRACTOR.
3. PERFORM ALL DEMOLITION IN AN ORDERLY MANNER. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. TAKE CARE NOT TO ENCROACH ON ADJACENT OCCUPIED AREAS. PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC. WHICH ARE TO REMAIN.
4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. CONTRACTOR TO VERIFY (E) THROUGH WALL PENETRATIONS & SEAL AS REQ'D PRIOR TO DEMOLITION.
5.ALL BEARING WALLS, SHEAR WALLS, STRUCTURAL COLUMNS AND BEAMS TO REMAIN.
6.SELECTIVE DEMOLITION OF MECHANICAL DUCTS TO BE DETERMINED BY GENERAL CONTRACTOR AND MECHANICAL ENGINEER.
7.PATCH REMAINING PORTIONS OF WALLS AND FINISHED SURFACES WHERE EXPOSED DUE TO DEMOLITION AS REQUIRED FOR NEW
FINISHES
8.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ARRANGEMENTS AND COORDINATION OF THE DUMPSTERS AND DISPOSAL OF CONSTRUCTION DEBRIS. ANY HARDSHIP CAUSED BY TRAFFIC CONDITIONS, PARKING RESTRICTIONS, PUBLIC WORKS, ETC. SHALL BE CONSIDERED IN FORMULATING BID. THE TENANT AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY SUMMONS, FINES, PENALTIES OR THE LIKE DUE TO CONTRACTOR ACTIONS.
9.THE CONTRACTOR SHALL REMOVE, REROUTE, AND OR CAP OFF ALL UNUSED UTILITIES AFTER CHECKING WITH TENANT AND OWNER. THESE ITEMS FLOORS.
10.WHERE INDICATED, REMOVE ALL INTERIOR ELECTRICAL FIXTURES, DEVISES, SURFACE AND CONCEALED ELECTRONIC WIRING BACK TO EXISTING ELECTRICAL PANEL OR NEAREST JUNCTION BOX AS REQUIRED BY DEMOLITION WORK.
11.PROVIDE ALL TEMPORARY ELECTRICAL CONNECTIONS. LIGHTING AND DISTRIBUTION AS REQUIRED FOR THE EXECUTION OF THE CONSTRUCTION WORK AND REQUIRED SAFETY.
12.ALL EXISTING EXTERIOR ENVELOPE ASSEMBLIES, INCLUDING BUT NOT LIMITED TO WALLS, DOORS AND SHALL BE PROTECTED UNLESS OTHERWISE NOTED.
13.CLEAN ALL DIRT, GREASE, OIL, ETC. FROM CONCRETE FLOORS, EXISTING WALLS & COLUMNS THAT WILL RECEIVE NEW FINISHES.
14.LOOSE PAINT AND PLASTER AT ALL REMAINING WALLS AND CEILINGS TO BE CAREFULLY REMOVED. THE CONTRACTOR SHALL
SCRAPE, SAND AND PATCH ALL EXISTING WALL SURFACES TO REMAIN WITH NEW MATERIALS TO MATCH EXISTING AND AS REQUIRED TO RECEIVE NEW WALL FINISHES.
15.FIRE SPRINKLER MAIN AND BRANCH LINES TO BE RELOCATED AS NECESSARY FOR NEW WORK.
16.IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, THE CONTRACTOR SHALL CLARIFY WITH THE POINT IN QUESTION WITH THE TENANT PRIOR TO PROCEEDING.
17.REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE SUCH AS
FASTENERS, OUTLET CORES, MOUNDED COVER PLATES, RESILIENT FLOORING, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. ENSURE FLOOR IS SMOOTH AND LEVEL BEFORE APPLYING FINISH MATERIALS.
DEMOLITION (CONT'D):
18. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION TO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUST PARTITIONS & ASSOCIATED MATERIALS USED DURING THE DEMOLITION.
19.IF ANY EXISTING FIRE RATED MATERIAL IS DAMAGED DURING CONSTRUCTION THE MATERIAL SHALL BE REPLACED TO MATCH EXISTING.
20. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR SPECIFIC DEMOLITION NOTES REGARDING THESE DISCIPLINES.
21.SCHEDULE ALL SERVICE SHUTDOWNS WITH THE OWNER. NOTIFY OWNER A MINIMUM OF 72 HOURS PRIOR TO ANY SHUTDOWNS OR COMPARE W/ OWNER'S REQUIREMENT OF MORE RESTRICTION.
22.GENERAL CONTRACTOR SHALL KEEP EXISTING SPRINKLER SYSTEM INTACT AND MAINTAIN COVERAGE AS REQUIRED DURING DEMOLITION.
23. CONFIRM (E) ELECTRICAL / SECURITY / TELEPHONE / DATA SERVICES TO (E) TENANT TO REMAIN DURING DEMO. TRACE ALL
LINES AND FIELD MARK TO REMAIN
24.(E) FIRE RISER AND MAINS TO REMAIN
26.FIRE LIFE SAFETY TO REMAIN OPERATIONAL DURING DEMOLITION.
PARTITIONS - INTERIOR:
1.OUTSIDE CORNERS AT DRYWALL PARTITIONS TO HAVE METAL CORNER BEADS, TAPE AND SPACKLE SMOOTH WHERE REQUIRED.
THREE COAT SPACKLE FINISH MIN.
2.SURFACES TO BE PAINTED SHALL RECEIVE MIN. THREE COAT PAINT FINSH-ONE COAT PRIMER AND TWO FINISH COATS.
3.ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARITIES AND SHALL MATCH ADJACENT WALLS IN FINISH AND THICKNESS.
4.ALIGNMENT OF (N) WALL CONSTRUCTION TO EXISTING WALL SHALL BE DONE IN A MANNER TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF (N) AND (E) CONSTRUCTION.
5.WHERE DEMOLITION HAS OCCURRED, CONTRACTOR SHALL FILL ALL HOLES, PATCH SMOOTH AND LEVEL ALL REMAINING SURFACES, INCLUDING WALLS, FLOORS AND CEILING; SQUARE ALL CORNERS AND PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISH.
6.WORK SHALL BE ERECTED AND INSTALLED, PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT.
7.ALL GYPSUM PARTITIONS SHALL BE TAPED AND SANDED, SMOOTH FINISH, WITH NO VISIBLE JOINTS UNLESS OTHERWISE NOTED.
8.PROVIDE ACOUSTICAL BATT INSULATION AT ALL LOCATIONS
9.SEAL ALL ACOUSTICAL PARTITIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. ACOUSTICAL SEALANT, OR APPROVED EQUAL SHALL BE USED AT PERIMETER AND PENETRATIONS OF ACOUSTICAL PARTITIONS.
10. PROVIDE NON HARDENING ACOUSTICAL SEALANT: TREMCO ACOUSTICAL SEALANT, USG ACOUSTICAL SEALANT OR APPROVED EQUAL USE AT PERIMETER AND PENETRATIONS OF ACOUSTICAL PARTITIONS.
11.GYPSUM BOARD TO BE USED SHALL BE 5/8" THICK, U.O.N.
12.GYPSUM BOARD IN AREAS EXPOSED TO BE PAINTED. SEE FINISH SCHEDULE.
13.GYPSUM BOARD SHALL BE PROVIDED WITH A LEVEL 4 FINISH.
14.THE TOLERANCES SHALL APPLY TO ALL WALLS. CONTRACTOR SHALL SHIM AS REQUIRED TO MAINTAIN TOLERANCES.
A.DO NOT EXCEED 1/16" OFFSET BETWEEN ABUTTING SHEETS AT EDGES OR ENDS B.NO MEASUREMENT VARIATION IN ANY 2'-0" DIRECTIONS, AND A MAXIMUM OF 1/8" VARIATION IN 10' WHEN STRAIGHT EDGE IS LAID ON SURFACE.
LIGHTING:
1. REFER TO LIGHTING PLAN FOR FIXTURE LOCATION AND FIXTURE TYPE.
2.SUBMIT THE FOLLOWING DWGS. TO THE DESIGN PROFESSIONAL FOR REVIEW AND COORDINATION PRIOR TO CONSTRUCTION:
HVAC
3.WORK SHALL BE EXECUTED IN COMPLIANCE WITH ALL GOVERNING BUILDING CODES
4.GENERAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES INVOLVED AND FULLY COORDINATE SHOP DRAWINGS.
5.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES AND FIXTURE LAMPS AND SHALL SUBMIT ALL NECESSARY DWGS., CUTSHEETS ETC. TO OWNER AND DESIGN PROFESSIONAL FOR APPROVAL. SUBSTITUTIONS ARE NOT PERMITTED UNLESS APPROVED BY OWNER AND SHOP DRAWINGS ARE SUBMITTED FOR APPROVAL.
6.PROVIDE A ONE-INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES.
7.LOCATE PENETRATIONS FOR LIGHTS, HVAC, FIRE, ALARM AND STROBE PER PLANS. IF LOCATIONS ARE NOT SHOWN ON PLANS, REQUEST CLARIFICATION FROM DESIGN PROFESSIONAL.
8.ALL ACOUSTICAL SUSPENDED CEILINGS AND SUSPENDED GYP. BD. CEILINGS SHALL HAVE COMPRESSION STRUT BRACING TO CONFORM WITH ALL APPLICABLE CODES. PROVIDE SPACING ALONG MAIN RUNNERS @ 36" O.C. TYP.
9.PROVIDE OCCUPANCY SENSORS OR DUAL LEVEL SWITCHING AS REQUIRED PER TITLE 24.
10.LIGHT FIXTURES SHALL BE UL LISTED.
11.S.E.D, FIRE AND ALARM DWGS. FOR REQUIRED SMOKE DETECTORS AND STROBE LIGHTS. ALARMS SHALL MEET ALL APPLICABLE CODES AND REGULATIONS.
12.S.E.D. FOR THE FOLLOWING INFORMATION:
A.CIRCUITING AND WIRING OF LIGHT FIXTURE AND MOTORIZED EQUIP.
B.BUILDING LIFE SAFETY EQUIP. INCLUDING EXIT SIGNS, STROBE LIGHTS AND ALARMS, ETC.
C.LOCATION OF EMERGENCY LIGHT FIXTURES
D.LIGHT FIXTURE SCHEDULE AND SPECS.
E.COMPLIANCE WITH CBC TITLE 24 REGULATIONS
13.S.M.D. FOR THE FOLLOWING INFORMATION:
A.DUCTS, AIR MOVEMENT REQUIREMENTS, AND SIZES OF GRILLES AND REGISTERS B.EQUIP. TYPES, SPECIFICATIONS AND LOCATIONS
C.SPECIFICATIONS FOR THE FOLLOWING: DUCTWORK, DIFFUSERS AND REGISTERS D.COMPLIANCE WITH CBC TITLE 24 REGULATIONS.
14.S.M.D, S.E.D. AND S.P.D. FOR CONNECTIONS AND ROUTING ABOVE THE CEILING
15.BRACE CEILING AND CEILING EQUIP. PER BUILDING CODE REQUIREMENTS.
16.INTERIOR SPRINKLER HEADS SHALL BE SEMI-RECESSED MOUNTED AT ACOUSTICAL TILES. PROVIDE FULLY CONCEALED COVERS IN GYP. BD. SOFFITS. ALL SPRINKLER ESCUTCHEONS HEADS AND COVERS TO BE WHITE.
17.(N) EQUIP., LIGHT FIXTURES, LOUVERS, LENSES ETC. SHALL BE FREE OF DEFECTS. ALL DAMAGED, DENTED OR DEFECTIVE EQUIP. SHALL BE REJECTED.
MECHANICAL, ELECTRICAL AND PLUMBING:
1. PRIOR TO COMMENCEMENT OF WORK, INSPECT ENTIRE SITE AND OBJECTS TO BE DESIGNATED TO BE REMOVED, PRESERVED
OR SALVAGED INCLUDING (E) UTILITIES AND DETERMINE REQUIREMENTS FOR DISCONNECTING, CAPPING OR PROTECTING ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY OR AGENCY INVOLVED.
A.PROBE TO LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND CONSTRUCTION B.LOCATE AND TEST SHUT-OFF VALVES PRIOR TO DEMOLITION AND CONSTRUCTION
2.VERIFY IN FIELD (E) INCOMING ELECTRICAL SERVICE TO EVALUATE APPROPRIATENESS FOR USE. ANY NECESSARY MODIFICATIONS AND ALTERATIONS MUST INCLUDE COMPLETE (E) ELECTRICAL POWER CALCULATIONS. ELECTRICAL SURVEY AND CALCULATIONS SHALL BE SUBMITTED BY A LICENSED ELECTRICAL ENGINEER.
3.THE ELECTRICAL SYSTEMS, LIGHT FIXTURE SPECIFICATIONS, LAYOUT AND SWITCHING DESCRIED IN THESE DOCUMENTS ARE SCHEMATIC ONLY. THE ELECTRICAL DESIGN-BUILD SUB-CONTRACOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL GOVERNING CODES, CIRCUITING AND ALL RELATED COMPONENTS FOR A COMPLETE OPERATIONAL SYSTEM.
4.THE MECHANICAL AND PLUMBING SYSTEMS LAYOUT AND SWITCHING DESCRIBED IN THESE DOCUMENTS ARE SCHEMATIC ONLY.
THE MECHANICAL/PLUMBING DESIGN-BUILD SUB-CONTRACTORS IS RESPONSIBLE FOR COMPLIANCE WITH ALL GOVERNING CODES, CIRCUITING AND ALL RELATED COMPONENTS FOR A COMPLETE OPERATIONAL SYSTEM.
5.(N) OUTLETS IN WET AREAS SHALL BE GFCI RECEPTACLES.
6.COORDINATE LOCATION OF OUTLETS/RECEPTAVLES WITH APPLIANCES TYP.CONSULT WITH OWNER.
7.ALL PLUMBING WORK TO BE PERFORMED BY A CALIFORNIA LICENSED PLUMBER. ANY SHUT-D0WN OF WATER OR GAS THAT IS REQUIRED BY WORK WILL BE COORDINATED WITH BLDG. MANAGEMENT AND THE BLDG. SUPERINTENDENT AND A MIN OF 48 HOURS NOTICE WILL BE GIVEN.
8. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDANTLY OF THE CEILING.
NO. ISSUE/REVISION DATE
APPLICATION
SUBMITTAL
05/08/2023
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
SHEET INDEX
SHT# SHEET NAME
PLANNINGBUILDING
A0.00 COVER SHEET X X
A0.01 TITLE REPORT X X
A0.02 TITLE REPORT, CONT. X X
A0.03 HAZARDOUS MATERIALS SURVEY & YUCCA TM X X
A0.04 CONDITIONS OF APPROVAL - AIR POLLUTION CONTROL DISTRICT X X A0.05 ACCESSIBILITY DETAILS (1/2) X
A0.06 ACCESSIBILITY DETAILS (2/2) X
A0.10 3D VIEWS X X
A0.11 SIGNAGE PROGRAM - SOUTH ELEVATION X X
A0.12 SIGNAGE PROGRAM - BUILDING & MONUMENT X X
A1.00 SURVEY X X
A1.01 (E) SITE PHOTOS X X
A1.02 SITE PLAN X X
E1.0 PHOTOMETRIC PLAN X X
G-1.0 COVER SHEET/FORMS & NOTES X X
G-2.0 PROPOSED DRAINAGE PLAN X
G-3.0 DETAILS X
A1.03 EGRESS CALCS., SECURITY DIAGRAM AND RADIUS MAP X X A2.00 DEMOLITION PLAN X
A2.01 PROPOSED FLOOR PLAN X X
A3.01 PROPOSED BUILDING ELEVATIONS X X
A9.01 DETAILS - TYPICAL PARTITION X
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A0.01
TITLE REPORT
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A0.02
TITLE REPORT,
CONT.
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A0.03
HAZARDOUS
MATERIALS SURVEY
& YUCCA TM
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
FIRE DEPARTMENT GENERAL CONDITIONS:
• SITE ADDRESS: BUILDING ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM THE STREET FRONTING THE PROPERTY.
SAID BUILDING ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND BE A MINIMUM OF 12 ” IN HEIGHT BUILDING NUMBERS FOR REAR BUILDINGS SHALL BE VISIBLE FROM MAIN DRIVE AISLE. BUILDING NUMBERS WILL BE PLACED IN A UNIFORM POSITION ON THE BUILDING FAçADE.
• FIRE DEPARTMENT ACCESS:
• A DIAGRAM SHOWING PROPOSED “FIRE LANE” SHALL BE SUBMITTED FOR APPROVAL TO THE OFFICE OF THE FIRE MARSHAL. FIRE LANES SHALL BE MARKED IN ACCORDANCE WITH CALIFORNIA FIRE CODE (APPENDIX D103.6 SIGNS AND MANTECA FIRE CODE 15.24
• PLANS PROPOSED TO BE LISTED AS DEFERRED SUBMITTALS SHALL BE CLEARLY LABELED ON THE COVER BUILDING PERMIT PLAN SUBMITTAL COVER SHEET.
• INSPECTIONS. FIRE PROTECTION SYSTEMS (FIRE HYDRANTS, WATER MAINS, ETC.) SHALL BE INSTALLED, TESTED AND APPROVED BY THE CITY PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. THE FIRE DEPARTMENT SHALL WITNESS ALL SYSTEM AND ACCEPTANCE TESTS. PLEASE PROVIDE 24-HOUR NOTICE PRIOR TO ANY SYSTEM OR ACCEPTANCE TESTS. 209-456-8340
• ALL ABOVE GROUND GAS METERS, REGULATORS, AND PIPING EXPOSED TO VEHICULAR DAMAGE SHALL BE PROTECTED IN AN APPROVED MANNER.
• TRASH ENCLOSURES/DUMPSTERS SHALL NOT BE ALLOWED WITHIN 5 FEET OF ANY COMBUSTIBLE WALLS, OPENINGS, OR COMBUSTIBLE ROOF EAVES, UNLESS PROTECTED BY AN AUTOMATIC FIRE SPRINKLERS. • ALL ABOVE COMMENTS SHALL BE LISTED IN THE BUILDING PERMIT PLAN SUBMITTAL IN A SECTION DESIGNATED FOR FIRE COMMENTS. ADDITIONALLY, THE AUTHORITY HAVING JURISDICTION SHOULD BE LISTED AS:
Authority having Jurisdiction:
City of Manteca Fire Department,
Office of the Fire Marshal
Fire Inspector II Luis “Art” Salas
1154 S. Union Road, Manteca CA 95337
[email protected]
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A0.04
CONDITIONS OF
APPROVAL - AIR
POLLUTION
CONTROL DISTRICT
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
08.31.2025
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A0.10
3D VIEWS
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
WOOD SIDING, PAINTED DE6350 STUCCO, PAINTED DE6350 WITH GOLD TRIM PANTONE 466 C
DUNN EDWARDS DE6350
DARK ENGINE
PANTONE 466C
NOTE: SEE SHEET A0.03 FOR YUCCA LEAF TM NOTE: SEE SHEET A0.03 FOR YUCCA LEAF TM NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
T.O. PARAPET
19' - 0"
FIRST FLOOR
0' - 0"
EQ EQ EQ EQ
EQ EQ
EQ EQ
T.O PARAPET
24' - 0"
AL IFORNIA
C
A ST TE
OF
C
L
R
HITEC
I
T
C EN SE
D
A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
1862 N LOS ROBLES AVENUE
PASADENA, CA 91104
o: 323/469.8107
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2024
A0.11
SIGNAGE PROGRAM
2309
2024.03.13
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
3/8" = 1'-0"
1 SOUTH ELEVATION - SIGNAGE
SIGN 1, QTY 1
SIGN 2, QTY 2
SIGN 1
32 SF
SIGN 2
36 SF
SIGN 2:
24 SF, QTY 2
SIGN AREA TOTAL:
32 SF + 36 SF = 68 SF < 100 SF, OK
NOTE:
1. SEE SHEET A0.12, A0.13 FOR MOR INFORMATION
2. SEE SHEET A0.02 FOR YUCCA LEAF TRADEMARK SIGNAGE
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT
2 TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
A0.12
SIGNAGE PROGRAM -
BUILDING &
MONUMENT
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
PN
CUP SUBMITTAL
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
A1.00
SURVEY
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
NECTAR
1519 W.
YOSEMITE AVE.
MONTECA, CA 95337
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected] AL IFORNIA C A ST TE OF C L R HITEC I T C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A1.01
(E) SITE PHOTOS
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
1/16" = 1'-0"
1 SITE PLAN - ENLARGED
1 2
43 9
8 765
10 12
11 1
2 3
4 5
6 7
8 9
10 11
12 CUP SUBMITTAL
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT
2 40
20 NORTH0
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
TREVINO AVE.
YOSEMITE AVE.
KHALIFA
ORTHODONTICS
1509 W.
YOSEMITE AVE.
DR. GRECCO
ORAL SURGEON
1511 W.
YOSEMITE AVE.
VALLEY DENTAL GROUP
1507 W. YOSEMITE AVE.
CENTRAL VALLEY
VETERINARY HOSPITAL
1515 W. YOSEMITE AVE.
NAADI HEALTHCARE
MANTECA
145 TREVINO AVE.
S1
S2
S4
S13
S13
S13 S3
S3
S22
S11
S11
NECTAR
1519 W.
YOSEMITE AVE.
MONTECA, CA 95337
S7
S7
S7
PROPERTY LINE = 97.27' PROPERTY LINE = 97.26' PROPERTY LINE = 155.98' PROPERTY LINE = 103.35' PROPERTY LINE - 339.92'
PROPERTY LINE = 157.92'
S16
S25
S25
S25
S21
S21
2 A1.01
S21
1451 W. CENTER ST.
S10
S10
S10
S16
S16
S31
NECTAR
1519 W.
YOSEMITE AVE.
MONTECA, CA 95337
S3
03 S4
S4
S5
S6
S6
S6
S6
S6
S6
S6
S6
S7
S7
S8
S9
S9
S9
S12
S13
S15
S17
S19
S18
S20
S22
S22
S28
S29
S26
S26
S26 S26
S26
S25
S27 S27 S27
S14
S25
S25
S8
S1
S1
S1
S1
S1 S1
S24
S23
CAMPHOR TREE
CINNAMOMUM CAMPHORA
FIG IVY
FICUS PUMILA
INDIAN HAWTHORN
RAPHIOLEPIS INDICA
REDWOOD/SEQUOIA
SEMPERVIRENS
REDWOOD/SEQUOIA
SEMPERVIRENS
CAMPHOR TREE
CINNAMOMUM CAMPHORA
INTALIAN CYPRESS
CUPRESSUS SEMPERVIRONS
JAPANESE SPINDLE
EUONYMUS JAPNICUS, GREEN SPIRE
GOLDEN EUONYMUS/
EUONYMUS JAPONICUS,
AUREOMARGINATUS
PURPLE DIAMOND
LOROPETALUM CHINESIS
PITTOSPORUM GOLF BALL
PITTOSPORUM TENUIFOLIUM
YEW
PODOCARPUS MACROPHYLLA
INDIAN HAWTHORN
RHAPHIOLEPIS INDICA
EUONYMUS
EUONYMUS JAPONICUS
HEAVENLY BAMBOO
NANDINA DOMESTICA
LILY TURF
LIRIOPE MUSCARI
REDWOOD
SEQUOIA SEMPERVIRENS
OLEANDER
NERIUM OLEANDER
REDWOOD
SEQUOIA SEMPERVIRENS
CAMPHOR TREE
CINNAMOMUM CAMPHORA
S30 TYP.
8' - 11 1/4" 9' - 0"
NO
PARKING
9' - 0"
18' - 0"
AL IFORNIA
C
A ST TE
OF
C
L
R
HITEC
I
T
C EN SE
D
A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
KEYNOTES: SHEET NOTES: LEGEND:
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A1.02
SITE PLAN
2309
2023.05.03
CW
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
1" = 30'-0"
1 SITE PLAN
S1 (E) CURB
S2 (E) DRIVEWAY, VEHICULAR ENTRY/EXIT
S3 (E) STREET LIGHT, TYP
S4 (E) 6'-0" HIGH MASONRY SITE WALL
S5 (E) BICYCLE PARKING STALLS
S6 (E) PLANTER W/ (E) TREES AND SHRUBS
S7 (E) ASPHALT PARKING LOT
S8 (E) STANDARD PARKING SPACES WITH STRIPING
S9 (E) CHAINLINK FENCE W/ PRIVACY SLATS
S10 (E) CMU TRASH ENCLOSURE W/ CHAINLINK SWING
GATES & PRIVACY SLATS
S11 (E) MONUMENT BUILDING SIGNAGE
S12 (E) CUSTOMER ENTRANCE/EXIT
S13 (E) PROPERTY ENTRY AND EXIT
1" = 10'-0"
2 SITE PLAN - ENLARGED
1. SEE SHEET A1.00 SURVEY FOR ADDITIONAL INFORMATION (BOUNDARY LINES, EASEMENTS, (E) UTILITES, RIGHT-OF-WAYS, PATHS, UTILITY POLES ETC.
2. (E) PLANTING AS NOTED TO REMAIN
3. (E) IRRIGATION AND SPRINKLER SYSTEMS TO REMAIN
S14 (E) ROOF ACCESS LADDER
S15 (E) ROOFTOP MECHANICAL
S16 (E) DUMPSTERS
S17 (E) ACCESSIBLE WALKWAY
S18 (E) ACCESSIBLE PARKING DESIGNATION
S19 (E) ACCESSIBLE PARKING SIGNAGE
S20 (E) ACCCESSIBLE PARKING/PATH STRIPING
S21 (E) ADJACENT BUILDING
S22 (E) SIDEWALK
S23 (E) BOLLARDS
S24 (E) UTILITY METERS, SEE SHEET A1.00 SURVEY FOR
MORE INFORMATION
S25 (E) CHAINLINK GATE W/ PRIVACY SLATS
S26 (E) WALL SCONCE, TO BE REPLACED
S27 (N) WALL SCONCE
S28 LOADING/UNLOADING OF DELIVERIES
S29 SWITCHGEAR
S30 ROOF PARAPET
S31 (N) 1 YD GARBAGE DUMPSTER & (N) 95 GALLON
CART RECYCLING, PER CITY OF MANTECA SOLID
WASTE DIVISION
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT
2 Exhibit "A" ATTACHMENT 2
13701 RIVERSIDE DRIVE #406,
SHERMAN OAKS, CA 91401
(888) 895-EDEN (3336)
TheEdenGroup.com
NO. REVISION DATE JOB NO: MANAGER: DRAWN BY: CHK BY: SCALE: DATE: SHEET OF This drawing is an instrument of service and is the sole property of The Eden Group. Any use of this drawing without written consent by The Eden Group is prohibited. 01 03---- ---- ----
COVER SHEET
Proposed Drainage Plan
1519 W. Yosemite Ave., Manteca, CA 95337 N.T.S. ---- 3/5/24 PROPOSED GRADING & DRAINAGE PLAN VICINITY MAP (NOT TO SCALE) PROJECT DESCRIPTION: PROPOSED DRAINAGE PLAN APPLICANT DETAILS: - -ENGINEER: THE EDEN GROUP 13701 RIVERSIDE DRIVE #406, SHERMAN OAKS, CA 91401 (888) 895-EDEN (3336) WWW.THEEDENGROUP.COM PROJECT ADDRESS: 1519 W. YOSEMITE AVE., MANTECA, CA 95337 ASSESSOR PARCEL NO. (APN) : 200-150-220 TRACT : - ZONE : - LOT: - PROJECT INFORMATION SHEET INDEX SHEET NO. SHEET TITLE G-1.0 COVER SHEET / FORMS & NOTES G-2.0 PROPOSED DRAINAGE PLAN G-3.0 DETAILS 1519 W. YOSEMITE AVE., MANTECA, CA 95337 EXPORT : 0 C.Y. CUT : FILL : 0 C.Y. 0 C.Y. IMPORT : 0 C.Y. EARTHWORK QUANTITES G-1.0 PROJECT BUILDING AND SAFETY GRADING NOTES: 1. ALL GRADED SLOPES SHALL BE SPRINKLERED 2. STANDARD 12 INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 3. NO FILL TO BE PLACED UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 4. BUILDING AND SAFETY LETTER DATED_______ AND REFERENCED REPORTS ARE A PART OF THESE PLANS. 5. CITY PLANNING LETTER DATED ________ IS A PART OF THESE PLANS. 6. ALL FILL OR BACKFILL SHALL EB COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION AS DETERMINED BY A.S.T.M. METHOD D-1557 SUBDRAINS SHALL BE PROVIDED WHERE REQUIRED BY CODE. 7. THE SOIL ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR. THE GRADING INSPECTOR IS TO BE NOTIFIED BEFORE ANY GRADING BEGINS AND, FOR BOTTOM 11. INSPECTION, BEFORE ANY FILL IS PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING INSPECTOR." 8. DUST CONTROL AND SANITARY FACILITIES REQUIRED. 9. NO GRADING MAY TAKE PLACE BETWEEN THE MONTHS OF OCTOBER 1ST. THROUGH APRIL 15TH. WITHOUT AN APPROVED EROSION CONTROL PLAN. 10. NO OAK TREES EXIST ON SITE. INSPECTION: ALL MATERIALS ARE SUBJECT TO INSPECTION PURSUANT TO SECTION 2-10 OF THE STANDARD SPECIFICATIONS. CALL (818) 989-8335 BEFORE NOON OF THE WORKING DAY, BEFORE THE DAY INSPECTION IS REQUIRED. 12. SOILS ENGINEER AND / GEOTECHNICAL INVESTIGATION REPORT DATED ____________ PREPARED BY _______________ AND THE RECOMMENDATIONS CONTAINED THERE IN IS MADE A PART OF THESE PLANS. 13. A REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON ALL GRADING AND FOUNDATION EARTHWORK WHERE ( SITE EXCEEDS 60,000 S.F. ) ( CUT OR SLOPES EXCEEDS 2:1 ( CUTS EXCEEDS 40 FT. IN HEIGHT AND WITHIN 20 FT. OF A PROPERTY LINE) ( FOUNDATION EXCAVATION EXTENDS BELOW A 1:1 PLANE FROM PROPERTY LINE ) ( PROJECTS INVOLVE UNUSUAL HAZARDS ). " SECTION 91.1701 5 14. ALL RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE OF AN ADJACENT NEIGHBOR THAN THE HEIGHT OF THE WALL SHALL REQUIRE THE PLACEMENT OF THE REQUIRED BACKFILL NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER." CITY OF MANTECA DEPARTMENT OF BUILDING AND SAFETY: SUPPLEMENTAL CONDITIONS FOR FOUNDATION INVESTIGATION REPORTS. 1. A GRADING PERMIT SHALL BE OBTAINED. 2. EXISTING UNCERTIFIED FILL SHALL NOT BE USED FOR SUPPORT OF FOOTINGS, FLOOR SLAB, OR PROPOSED FILL. 3. NO FILL SHALL BE PLACED UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM OF EXCAVATION. 4. THE FILL SHALL BE PLACED UNDER THE INSPECTION AND APPROVAL OF THE RESPONSIBLE ENGINEER. A COMPACTION REPORT SHALL BE SUBMITTED TO THE DEPARTMENT UPON COMPLETION OF THE COMPACTION. 5. IF IMPORT SOILS ARE USED, NO FOOTINGS SHALL BE POURED UNTIL THE RESPONSIBLE ENGINEER HAS SUBMITTED A COMPACTION REPORT AND IN PLACE SHEAR TEST DATA AND SETTLEMENT DATA TO THE DEPARTMENT AND OBTAINED APPROVAL. 6. COMPACTED FILL SHALL EXTEND BEYOND THE FOOTING A MINIMUM DISTANCE EQUAL TO THE DEPTH OF THE FILL BELOW THE FOOTINGS. 7. A SUPPLEMENTAL REPORT SHALL BE SUBMITTED TO THE GRADING DIVISION CONTAINING RECOMMENDATIONS FOR SHORING, UNDERPINNING AND SEQUENCE OF CONSTRUCTION IF ANY EXSCAVATION WOULD REMOVE THE LATERAL, SUPPORT OF THE PUBLIC WAY OR ADJACENT STRUCTURES. 8. ALL ROOF AND PAD DRAINAGE SHALL BE CONDUCTED TO THE STREET BY GRAVITY. 9. ALL RETAINING WALLS SHALL BE PROVIDED WITH A STANDARD SURFACE BACKDRAIN SYSTEM AND ALL DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTABLE MANNER AND IN A NON-EROSIVE DEVICE. 10. IF THE ACTUAL FOUNDATION DESIGN LOADS DO NOT CONFORM TO THE FOUNDATION LOADS ASSUMED IN THE REPORT, THE RESPONSIBLE ENGINEER SHALL SUBMIT A SUPPLEMENTARY REPORT CONTAINING SPECIFIC DESIGN RECOMMENDATIONS FOR THE HEAVIER LOADS TO THE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A PERMIT. 11. THE APPLICANT IS ADVISED THAT THE APPROVAL OF THIS REPORT DOES NOT WAIVE THE REQUIREMENTS FOR EXCAVATIONS CONTAINED IN THE STATE DIVISION OF INDUSTRIAL SAFETY. 12. A COPY OF THE FOUNDATION REPORT AND / OR SUPPLEMENTS AND THIS APPROVAL LETTER SHALL BE ATTACHED TO THE DISTRICT OFFICE AND FIELD SET OF PLANS. SUBMIT ONE COPY OF THE ABOVE FOUNDATION REPORT AND / OR SUPPLEMENTS TO THE BUILDING DEPARTMENT PLAN CHECKER PRIOR TO ISSUANCE OF THE PERMIT. DEPARTMENT OF PUBLIC WORKS NOTICE TO CONTRACTORS: 1. ALL WORK DETAILED ON THESE PLANS UNDER THE JURISDICTION OF THE BOARD OF PUBLIC WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND IN THE PRESENCE OF AN INSPECTOR APPOINTED BY THE BOARD OF PUBLIC WORKS. 2. APPROVED HEREON IS THE WORK IN DEDICATED OR PROPOSED PUBLIC STREETS. EASEMENTS, AND WATERCOURSES, UNDER JURISDICTION OF THE BOARD OF PUBLIC WORKS AND SLOPES ADJACENT TO SUCH STREETS, SUBJECT TO THE PREVISIONS OF PERMIT "B" NO. NO EROSION CONTROL OR DRAINAGE DEVICES SHALL BE INSTALLED IN THE AREA COVERED BY PERMIT "B" NO. EXCEPT AS SHOWN HEREON, OR AS APPROVED BY THE BOARD OF PUBLIC WORKS. 3. THIS GRADING PLAN WHEN APPROVED BY THE DISTRICT ENGINEER, AS WELL AS PERMITS FOR WORK WITHIN STATE OR COUNTY RIGHTS OF WAY, SHALL BE ON THE SITE OF WORK AT ALL TIMES. 4. IF AT ANY TIME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL CONDITIONS ARE ENCOUNTERED, GRADING IN THAT ARE WILL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED. 5. DEPARTMENT OF PUBLIC WORKS, BUREAU OF ENGINEERING, GEOTECHNICAL SERVICES SECTION, CONSTRUCTION DIVISION, SHALL BE NOTIFIED PRIOR TO COMMENCING GRADING OPERATIONS. ALL FILLS SHALL BE COMPACTED TO 90% RELATIVE COMPACTION UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL SERVICES SECTION, AND SPECIFIED BY THE ENGINEER. 6. DRAINAGE FROM ALL LOTS SHALL BE CARRIED TO THE IMPROVED STREET GUTTER BY MEANS OF AN APPROVED DRIVEWAY OR DRAINAGE STRUCTURE. 7. ALL SLOPES IN PRIVATE PROPERTY ADJOINING STREETS, DRAINAGE CHANNELS, OR OTHER PUBLIC FACILITIES SHALL BE GRADED NOT STEEPER THAN 2:1 FOR CUT AND FILL. 8. IF ANY GRADING OPERATIONS COVERED BY SAID PERMIT "B" NO. SHALL EXTEND INTO OR THROUGH OR SHALL BE COMMENCED DURING THE PERIOD OF OCTOBER 1ST. TO APRIL 15TH. THE PERMITTEE WILL BE REQUIRED TO SUBMIT PLANS OF THE TEMPORARY EROSION CONTROL METHODS AND DEVICES HE PROPOSES TO USE IN CONNECTION WITH THE GRADING OPERATIONS TO BE PERFORMED DURING THAT PERIOD. SAID PLANS SHALL BE SUBMITTED TO THE CITY ENGINEER ON OR BEFORE SEPTEMBER 15TH. OR ATLEAST TO DISTRICT OR DIVISION ENGINEER BEFORE ANY GRADING IS PERFORMED DURING SAID PERIOD. GRADING RECOMMENDATIONS: POSITIVE FLOW OF WATER AWAY FROM THE HOUSE FOR A MINIMUM DISTANCE OF 5 FEET SO THAT WATER IS NOT ALLOWED TO POND ANYWHERE ADJACENT TO THE STRUCTURE. FOOTING TRENCH SPOILS SHOULD NOT BE SPREAD ACROSS SLAB AND PAVEMENT AREAS WITHOUT EITHER MECHANICALLY COMPACTING THE SIOLS TO THE SAME COMPACTION SPECIFICATIONS AS PRIMARY FILL, OR REMOVING THE SPOILS FROM THE SITE. BACKFILL RETURNED TO FOOTING TRENCH EXCAVATION TO RESTORE GRADES AFTER THE CONSTRUCTION OF FOOTINGS, WALLS, COLUMNS, ETC...., SHOULD ALSO BE MECHANICALLY COMPACTED TO THE SAME COMPACTION SPECIFICATIONS. SUBGRADES BELOW SLAB AND PAVEMENT AREAS SHOULD BE " PROOF COMPACTED" TO AN UNYIELDING CONDITION JUST PRIOR TO NAY BASE COURSE PLACEMENT. THE SOIL ENGINEER SHOULD BE NOTIFIED PRIOR TO THE BEGINNING OF THE GRADING OPERATION AND SHOULD BE NOTIFIED AT REGULAR UNTERVALS IN ORDER TO TEST THE COMPACTED FILL. GRADING SHOULD BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF MANTECA. GRADING IN THE PROPOSED CONSTRUCTION AREA CAN REVEAL CONDITIONS OF THE SOIL WHICH ARE NOT EXPOSED DURING OUR LIMITED SUBSURFACE EXPLORATION FOR THE SOIL REPORT. FOR THIS REASON, THE SOIL ENGINEER SHOULD BE NOTIFIED PRIOR TO THE BEGINNING OF THE GRADING OPERATION AND SHOULD BE NOTIFIED AT REGULAR INTERVALS IN ORDER TO TEST THE COMPACTED FILL. IT IS HIGHLY RECOMMENDED THAT THE ON-SITE CONSTRUCTION REVIEWS BE PERFORMED AS OUTLINED BELOW. FINAL GRADING AND / OR CONSTRUCTION SHOULD BE OBSERVED AND A WRITTEN REPORT ISSUED BY THIS OFFICE STATING THAT THE WORK MEETS THE RECOMMENDATIONS OF THIS REPORT. AS A MINIMUM ON-SITE CONSTRUCTION REVIEWS ARE TO BE PERFORMED AT THE FOLLOWING STAGES OF WORK: 1. OBSERVATION OF FOOTING EXCAVATIONS PRIOR TO PLACEMENT OF FORM BOARDS OR REINFORCING STEEL. 2. AS CALLED FOR IN THE GRADING SECTION FOR ON-SITE CONSTRUCTION REVIEWS AND TESTING OF ALL GRADING WORK AND OF COMPACTED EARTH BACKFILLING BEHIND NEW RETAINING WALLS. 3. DURING PROOF ROLLING OF SUBGRADE BEFORE PLACEMENT OF BASE MATERIAL OR REINFORCING STEEL, AND AGAIN FOLLOWING THE PLACEMENT OF BASE MATERIAL PRIOR TO PLACING REINFORCING STEEL. 4. FOLLOWING INSTALLATION OF DRAINAGE STRUCTURES AND COMPLETION OF ALL WORK. THIS OFFICE SHOULD BE GIVEN A MINIMUM 48 HOURS PRIOR NOTICE FOR ANY REQUIRED ON-SITE OBSERVATIONS CONTRACTORS / OWNER RESPONSIBILITES Earthwork quantities shown hereon are approximate and for permit purposes only and were computed based on survey information which requires field verification. Grading contractors shall recompute earthwork quantities prior to bidding, and base his bid on his calculated quantities. Owner shall be totally responsible for the accuracy of the land survey. Contractor shall verify land survey information and report all discrepancies to the engineer in writing prior to start any construction activities. Plans shall not be used for construction unless stamped as such by engineer. "This plan has been reviewed and conforms to recommendations of soils engineering/geologic reports dated _____________________" Signature and date _____________________________ ADDITIONAL NOTES: 1. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 2. STANDARD 12 INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 3. NO FILL BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 4. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40 FEET BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40 FEET BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 5. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES 6. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NO LATER THN 10 DAYS AFTER CONSTRUCTIONS OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. MATERIAL SPECIFICATIONS: 1-CONCRETE A- CONCRETE SHALL BE 2,500 PSI @ 28 DAYS (EXCEPT AS NOTED) B- AGGREGATES TO BE : MAXIMUM SIZE 1 1/2" FOR FOOTINGS AND 1" FOR ALL OTHER WORK, ASTM-C33 C- REINFORCING STEEL TO BE : ASTM-615-60 FOR BILLET STEEL INTERMEDIATE GRADE, CLEAN AND UNRUSTED. LAPS AT SPLICES AND POUR LINES TO BE 36" DIAMETERS OR 24"MINIMUM UNLESS NOTED D- WELDED WIRE FABRIC:ASTM-A185,LAP 16"@EDGES. E- REMOVAL OF FORMS: SUPPORTING VERTICAL SURFACES, MIN. 2 DAYS; SUPPORTING HORIZONTAL SURFACES, MIN.15 DAYS. F- ONLY ONE GRADE OF CONCRETE SHALL BE PERMITTED ON THE JOB SITE AT ONE TIME. 2-STRUCTURAL STEEL A- STRUCTURAL STEEL SHALL BE A-36 IDENTIFIED WITH MARK AND MILL CERTIFICATION TO BE SENT TO STRUCTURAL ENGINEER. B- PIPE COLUMNS TO BE: ASTM-A53 GRADE B SEAMLESS, NOTE THAT DIMENSIONS ON PLANS SHOW INSIDE DIAMETER. C- SQUARE AND RECTANGULAR TUBING SHALL BE EQUAL TO ASTM-A-36 3-MASONRY A- HOLLOW CONCRETE MASONRY UNITS: 1- LIGHT WEIGHT CONCRETE UNITS SHALL CONFORM TO A.S.T.M. STD. C-90 2- REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615 GRADE 60. 3- MORTAR PROPORTIONS : 1 PART PORTLAND CEMENT 1PART LIME PUTTY 4 PARTS SAND 4- GROUT PROPORTIONS : 1 PART PORTLAND CEMENT 3 PARTS SAND 110 PART LIME PUTTY 5- ALL GROUT SHALL BE 2,500 PSI AT 28 DAYS. CONTINUOUS INSPECTION FOR: 1. CONCRETE OVER 2500 PSI 2. INSTALLATION OF TIE-BACK ANCHORS 3. FIELD WELDING SOIL ENGINEER APPROVAL: 4. EXCAVATION (BY SOILS ENGINEER) N.A. N.A. N.A. 03-13-2024 Exhibit "A" ATTACHMENT 2
0.00 0.00
0.00 0.00
25.70 24.85
25.25 25.98
25.74 25.73
25.84 25.55
25.68 25.73
25.34 25.76
25.32 25.22
25.67 26.10
25.52 25.99
25.50 25.98
25.52 25.52
25.69 25.26
25.53 26.00
25.13 25.58
25.08 25.51
25.77 25.31
25.83 25.37
25.86 25.36
25.88 25.41
26.08 25.58
25.29 25.69 25.29
25.80 25.37
25.82 25.93
25.95 25.80
26.13 26.32
26.21 25.84
26.13 25.38
25.61 25.68
25.48 25.35
25.17 25.03
25.16 25.02
24.98 26.00
25.30 25.80
25.65 25.67
25.65 25.92
26.09 26.03
26.24 25.96
26.29 25.96
26.20 26.04
26.31 25.85
25.90 25.66
25.91 25.51
25.23 25.94
25.84 25.84
25.79 25.83
25.91 26.01 26.17
26.24 26.35
26.10 26.23 26.33
26.00 25.52
26.44 26.54
26.08 26.20
26.10 26.04 26.3526.09 26.31
25.98 25.53
25.92 25.81 25.87 25.48
26.17 26.01
26.18 25.37 25.03
25.39 24.98
25.41 24.96
26.12 26.18
24.72 25.15 24.710
24.77 24.78
24.67 24.72
24.83 24.74
24.84 24.87 24.86
24.76 24.86 28
24.92 24.91
24.79 24.90 24.94
25.07 25.67 25.28
25.44 25.16
25.12 25.12
25.14 25.14
25.12 25.10
25.45 25.01
25.50 25.54
25.51 25.47
25.46 25.44
25.47 25.45
25.49 25.10
25.51 25.14
25.18 25.08
25.52 25.07
25.51 25.08
25.21 25.98
26.01 26.01
26.01 26.02
26.05 26.0426.05
25.89 25.80
26.01 25.88
25.92 25.98
26.00 26.10
26.07 26.06
25.95 25.90
25.96 26.09
26.20 25.89
25.93 26.00
25.96 25.96
25.86 25.84
25.71 25.75
25.90 25.85
25.96 25.98
25.95 26.07
25.97 25.93
25.97 25.96
25.96 25.77
25.53 25.53
26.03 26.00
26.02 26.02
25.50 24.72 24.74
25.09 24.63
24.95 25.26 25.71
24.51 24.49
24.37 24.82
24.79 24.30
24.35 24.77 24.34
24.70 24.73
25.05 24.60
25.67 25.29
25.71 25.32
25.36 26.06
26.06 26.01
25.87 25.88
25.06 25.53
24.63 25.04
24.57 25.04
25.03 24.59
24.93 25.09
25.01 25.18
25.53 25.45
25.33 25.37 25.31
25.32 25.68
25.83 24.98
25.24 25.36
25.10 24.79
25.22 25.35
24.97 25.21
25.32 24.51
24.96 25.03 25.46
24.47 25.00
24.89 24.42
24.26 24.25
24.65 24.81 25.09
24.75 25.13
23.87 23.83
24.24 24.15
23.71 23.84
23.77 23.77
23.88 23.83
23.74 23.74
23.82 23.78
23.94 23.81
23.94 23.96
23.82 23.93
23.86 24.18
23.99 23.97
23.96 23.98 23.93
23.94 23.91
23.92 23.91
23.85 23.73
23.72 23.84
23.86 23.77
23.77 23.81
25.02 24.93
25.03 24.50
24.58 24.94
25.85 25.24
25.86 25.65
25.21 25.17
25.08 25.10
25.08 24.84
24.52 24.26
25.60 25.39
25.30 25.32
25.46 25.41
25.38 25.45
25.03 25.12
24.25 24.39
24.46 25.22
25.32 25.18
24.92 24.78
24.23 24.84
37.64 35.49
35.43 24.93
25.02 24.92
24.92 25.09
24.84 25.21
25.22 24.72
25.60 25.51
25.92 25.91
25.84 25.87
25.89 25.88
25.88 25.90
25.73 25.61
25.52 25.37
25.90 25.92
25.92 25.90
25.87 25.86
25.93 25.89
26.08 26.03
25.22 25.44
25.25 25.40
24.97 25.00
24.97 24.99
25.04 26' 26' RECIPRICAL ACCESS & UTILITY EASMENT (E) GARBAGE ENCLOSURE (E) BACKFLOW PREVENTION (E) BACKFLOW PREVENTION (E) BUILDING IRR (E) WATER METER (E) GAS METER IRR (E) STREET LIGHT (E) STREET LIGHT (E) STREET LIGHT (E) SIGN (E) ELECTRICAL BOX G (E) BIKE RACK 6"Ø6"Ø 6"Ø 6"Ø 6"Ø 5"Ø 4"Ø 10"Ø10"Ø 10"Ø 24"Ø 12"Ø 4"Ø12"Ø 12"Ø 12"Ø 12"Ø 10"Ø 22"Ø 8"Ø 24"Ø 12"Ø APN: 200-150-220 .35 ACRE APN: 200-150-180 APN: 200-150-005 APN: 200-150-270 EXISTING BUILDING (24.79) FL
(24.76) FL
(24.67) TG
EXISTING 36'' WIDE CONCRETE SWALE
(23.71) TG
USE EX. PIPE INVERT
(24.74) FL
(24.0) INV EXISTING 18'' WIDE CONCRETE SWALE
EXISTING 36'' WIDE CONCRETE SWALE EXISTING LANDSCAPE EX. ASPHALT CONCRETE EX. ASPHALT CONCRETE EX. ASPHALT CONCRETE EX. ASPHALT CONCRETE EXISTING CONCRETE WALKWAY EXISTING CONCRETE WALKWAY
EXISTING CONCRETE WALKWAY
EXISTING CONCRETE WALKWAY EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE APN: 200-150-022 (24.35) FL
(25.47) FS
(25.47) FS
(25.50) FS
(25.48) FS
(25.51) FS
(24.63) FL
(24.60) FL
(25.32) FS
(25.22) FS
(25.45) FS
(25.52) FS
(25.21) FS
(25.08) FS
(25.21) FS
(24.96) FS
(25.28) FS EX. ASPHALT CONCRETE EXISTING LANDSCAPE
EXISTING LANDSCAPE NEW 4'' P.V.C. PIPE - S= 1% MIN.
(25.58) FS
(25.29) FS
(25.06) FS
(24.57) FS
(24.72) FS
(25.03) FS(24.47) FS
(24.25) FS
(24.81) FS
(24.50) FS
(23.81) FL
(23.96) FL
(24.75) FL
EXISTING WALL
EXISTING WALL EX. ADA RAMP
EXISTING LANDSCAPE
(2.5%)
(2.5%) (2.3%) (2.3%) (2.5%) (2.5%) (2.5%) (2%) (2.5%)
(1.6%)
(2%)
(2%)
(2.5%)
(3%)
(2.5%)
(3%)
(25.38) FS
(25.03) FS
(25.12) FS
(25.90) FS
(25.95) FS
(25.96) FS
(25.96) FS
(25.85) FS
(26.20) FS
(25.75) FS
(25.89) FS
(25.86) FS
(26.01) FS
(25.68) FS
(26.06) FS
(26.02) FS
(26.00) FS
(25.98) FS
(26.04) FS
(26.10) FS
(25.67) FS
(25.88) FS
(25.46) FS
(25.82) FS
(25.41) FS (1%)
(1.5%)
(1%)
(1%)
(3.5%)
(4%)
(24.39) FS
(1%)
(1%)
(1.5%) (0.5%) (3%)
(24.18) FS (2%) (3%) (3.5%) (3.5%) EXISTING DISCHARGE PIPE SHALL BE CONNECTED TO NEW CATCH BASIN. INVERT ELEVATION SHALL REMAIN THE SAME (23.00) INV REPLACE EX. CATCH BASIN WITH NEW 36in x 36in x 36in DEEP CATCH BASIN APN: 200-150-018 EXISTING LOT 13701 RIVERSIDE DRIVE #406,
SHERMAN OAKS, CA 91401
(888) 895-EDEN (3336)
TheEdenGroup.com
NO. REVISION DATE JOB NO: MANAGER: DRAWN BY: CHK BY: SCALE: DATE: SHEET OF This drawing is an instrument of service and is the sole property of The Eden Group. Any use of this drawing without written consent by The Eden Group is prohibited. G-2.0 02 0 3---- ---- ----
PROPOSED DRAINAGE PLAN
Proposed Drainage Plan
1519 W. Yosemite Ave., Manteca, CA 95337 1''=10'-0'' ---- 3/5/24 EXISTING SITE PLAN W/ UPDATED DRAINAGE SCALE: 1'' = 10'-0'' CONCRETE SLAB EXISTING LANDSCAPE LEGEND CONSTRUCTION NOTES: 1 INSTALL NEW 36in x 36in x 36in DEEP CATCH BASIN PER DETAIL 1/G-3 2 REPLACE EXISTING CATCH BASIN WITH NEW 36in x 36in x 36in DEEP 3 EXISTING CONCRETE SWALE TO REMAIN 4 EXISTING LANDSCAPE5 EXISTING HARDSCAPE6 EXISTING ASPHALT PAVEMENT7 EXISTING BUILDING LIMITS NEW 4'' P.V.C. PIPE 1 2
3 3
3 4
4 4
4 4
4 4 4
4 4
4 6
5 5
5 5
5 5 5
6 6
6 6
6 6
7 7
8 8 INSTALL NEW 4'' PVC PIPE - S= 1% MIN. CATCH BASIN PER DETAIL 2/G-3 03-13-2024 Exhibit "A" ATTACHMENT 2
13701 RIVERSIDE DRIVE #406,
SHERMAN OAKS, CA 91401
(888) 895-EDEN (3336)
TheEdenGroup.com
NO. REVISION DATE JOB NO: MANAGER: DRAWN BY: CHK BY: SCALE: DATE: SHEET OF This drawing is an instrument of service and is the sole property of The Eden Group. Any use of this drawing without written consent by The Eden Group is prohibited. G-3.0 03 03---- ---- ----
DETAILS
Proposed Drainage Plan
1519 W. Yosemite Ave., Manteca, CA 95337 N.T.S. ---- 3/5/24 TYPICAL SECTION
REQUIRED
6" HEIGHT AS FRAME & GRATE B OUTLET PIPE A FRAME ANGLE ISOMETRICFRAME SIDE BAR USE ADS PRODUCTS OR APPROVED EQUAL OUTLET PIPE 1 CATCH BASIN 'A' DETAIL N.T.S. TYPICAL SECTION
REQUIRED
6" HEIGHT AS FRAME & GRATE B A FRAME ANGLE ISOMETRIC FRAME SIDE BAR USE ADS PRODUCTS OR APPROVED EQUAL EXISTING OUTLET PIPE 2 CATCH BASIN 'B' DETAIL N.T.S. TO REMAIN - USE EXISTING INVERT EXISTING OUTLET PIPE TO REMAIN - USE EXISTING INVERT NEW INLET PIPE EXISTING OUTLET PIPE TO REMAIN - USE EXISTING INVERT NEW INLET PIPE 03-13-2024 Exhibit "A" ATTACHMENT
2 EGRESS LEGEND:
ACCESSIBLE ROUTE
MAX EXIT ACCESS
(INCLUDES COMMON PATH)
##
EXIT DOOR OCCUPANT LOAD
338 SF
NON CANNABIS
STORAGE
116 SF
BREAK ROOM
54 SF
(E)
RESTROOM
85 SF
SERVER ROOM
69 SF
OFFICE
232 SF
LIMITED ACCESS
CANNABIS STORAGE
12 SF
UTILITY
71 SF
VENDOR INTAKE
ROOM
64 SF
(E) ACCESSIBLE RESTROOM
RETAIL AREA
9 79 SF
OFFICE
72 SF
SECURE
HALLWAY
69 SF
WAITING AREA
49 SF
LOBBY
CHECK-IN
MAX PATH OF TRAVEL = 70'-4" < 75'-0", OK
35 TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A1.03
EGRESS CALCS.,
SECURITY DIAGRAM
AND RADIUS MAP
2309
2023.05.03
Author
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
NOTES:
1) OCCUPANT LOAD FACTORS PER CBC 2022 TABLE 1004.5
ROOM NAME OCCUPANCY AREA LF OL
LOBBY
CHECK-IN
ASSEMBLY 49 SF 15 SF 3
WAITING AREA ASSEMBLY 69 SF 15 SF 5
OFFICE BUSINESS 79 SF 150 SF 1
(E) ACCESSIBLE RESTROOM NA 64 SF 0
UTILITY NA 12 SF 0
OFFICE BUSINESS 69 SF 150 SF 0
SERVER ROOM STORAGE 85 SF 300 SF 0
NON CANNABIS
STORAGE
STORAGE 338 SF 300 SF 1
RETAIL AREA MERCANTILE 1361 SF 60 SF 23
SECURE
HALLWAY
NA 72 SF 0
(E)
RESTROOM
NA 54 SF 0
BREAK ROOM ACCESSORY/BUSINESS 116 SF 150 SF 1
VENDOR INTAKE
ROOM
BUSINESS 71 SF 150 SF 0
LIMITED ACCESS
CANNABIS STORAGE
STORAGE 232 SF 300 SF 1
2671 SF 35
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. MEANS OF EGRESS NOTES:
EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.
EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX).
INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702.
EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (1008.2)
EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS. (1008.3)
EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A SPECIAL KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE SECTION 1010.2.4 FOR EXCEPTIONS.
DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED FLOOR.
THIS DOOR IS TO REMAINED UNLOCKED WHEN BUILDING IS OCCUPIED.
ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2.1-1010.2.14
THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1-FOOT CANDLE AT THE WALKING SURFACE.
THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER
SUPPLY FAILURE IN BUILDINGS, AN EMERGENCY ELECTRICAL SYSTEM SHALL
AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS PER SECTION 1008.3.1-1008.3.3
THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SHALL BE IN ACCORDANCE WITH SECTION 2702.
14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF
0.06 FOOTCANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. IN GROUP I-2 OCCUPANCIES, FAILURE OF A SINGLE LAMP IN A LUMINAIRE SHALL NOT REDUCE THE ILLUMINATION LEVEL TO LESS THAN 0.2 FOOTCANDLE (2.2 LUX)
15. THE MEANS OF EGRESS SHALL HAVE CEILING HEIGH OF NOT LESS THAN 7 FOOT 6 INCHES ABOVE FINISHED FLOOR. SEE SECTION 1003.2 FOR EXCEPTIONS.
16. TACTILE EXIT SIGNS SHAL BE REQUIRED AT THE LOCATIONS PER SECTION 1013.4 3/16" = 1'-0" 1 SECURITY PLAN EGRESS PLAN
NOT TO SCALE
SECURITY LEGEND: 2
360 FISHEYE CAMERA (X14)
DOME CAMERA (X23)
SURVEILLANCE SYSTEM
ALARM MOTION SENSOR (X19)
ALARM DOOR SENSOR (X5)
ALARM PANIC BUTTON (X12)
ALARM SIREN (X2)
RADIUS MAP
NOT TO SCALE 3
NO. ISSUE/REVISION DATE
APPLICATION
SUBMITTAL
05/08/2023
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2
TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
9' - 4" 10' - 5" 18' - 5" 11' - 11" 6' - 5" 12' - 8"
9' - 5" 2' - 9" 9' - 3" 7' - 9" 12' - 4"
7' - 11" 9' - 5" 7' - 2 1/2" 3' - 1 1/2" 9' - 6 1/2"
NON CANNABIS
STORAGE 8
BREAK ROOM
12 (E)
RESTROOM
11 SERVER ROOM 7OFFICE 6
LIMITED ACCESS
CANNABIS STORAGE
14 UTILITY 5
VENDOR INTAKE
ROOM
13 (E) ACCESSIBLE RESTROOM 4
RETAIL AREA 9
69' - 2"
41' - 6"
OFFICE 3
37' - 2 1/2"
SECURE
HALLWAY
10 WAITING AREA 2
LOBBY
CHECK-IN 1
07 03
R 2' - 6"
15 20
2' - 0"
4' - 0" CLR 3"
2' - 0"
-
- 5' - 4" 4' - 0" CLR 3"
8' - 0"
4' - 0" CLR
1' - 10"
4.1 6.1
7.1 11.1
3.1 5.1
14.1 10.1
12.2 9.1
9.2 14.2
8.1 34" AFF MAX
2' - 0"
34" AFF MAX
R 2' - 6"
1' - 6"
01 17
04 3' - 8" CLR
5' - 0" CLR
14 02
22 05
21 TYP
16 21
05 TYP
06 08
12 08
14 10
09 14
11 22
13 23
19 21
R 2' - 6"
TYP
21 1.1
12.1 13.1
6' - 0"
2' - 0"
2' - 0"
1' - 6"
1' - 0" 1' - 6"
1' - 6"
1' - 0"
1' - 6"
1' - 0"
1' - 6"
1' - 6"
1' - 0"
1' - 6" 1' - 6"
2' - 0"
1' - 6"
1' - 0"
TYP
TYP
18 05
14 5' - 0"
4' - 8" 1' - 10"
(N) INTERIOR PARTITION
(E) WALL TO REMAIN
(E) ITEM TO REMAIN
AL IFORNIA
C
A ST TE
OF
C
L
R
HITEC
I
T
C EN SE
D
A
RENEWAL
C-34451
DATE
BRENDAN N CANNING AL IFORNIA C A ST TE OF C L R HITEC I T C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
595 E. COLORADO BLVD.
SUITE 303
PASADENA, CA 91101
o: 626/298.6580
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
08.31.2025
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2025
A2.01
PROPOSED FLOOR
PLAN
2309
2023.05.03
CW
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
1/4" = 1'-0"
1 FLOOR PLAN
KEYNOTES:
LEGEND:
01 RECEPTION/CHECK DESK W/ CUSTOMER
RECEIVING SURFACE @ 34" AFF MAX.
02 CUSTOMER ENTRY/EXIT
03 SECURE EMPLOYEE/VENDOR ENTRY/EXIT
04 ACCESS CONTROLLED SOLID CORE OR
STEEL DOOR W/ SELF-CLOSING,
SELF-LATCHING HARDWARE W/
COMMERCIAL GRADE LOCKS AS PERMITTED
BY GOVERNING BUILDING AND
ACCESSIBILITY CODES
05 (N) PARTITION TO MATCH EXISTING
06 RELOCATE OR REPLACE (E) DOOR AS
REQUIRED TO MEET DOOR MANUVERING
CLEARANCES PER CBC...
07 PONY WALL W/ SALOON DOOR MATCHING
WALL HEIGHT
08 CASEWORK W/ POINT OF SALE STATION,
PROVIDE CONCEALED NETWORK AND
POWER RECEPTACLES, SERVICE AND
CONNECTIONS AS REQ'D
09 (E) CASEWORK W/ ACCESSBLE KNEESPACE
PER CBC SECTION 11B 306.3
10 EQUIPMENT - TELEVISION/MONITOR W/
WALL BRACKET, PROVIDE WALL BACKING,
CONCEALLED NETWORK AND POWER
RECEPTACLES, SERVICE AND
CONNECTIONS AS REQ'D
11 EQUIPMENT - REFRIGERATOR, PROVIDE
CONCEALED ELECTRICAL AND WATER
RECEPTACLES, SERVICE AND
CONNECTIONS AS REQ'D. FASTEN TO
STRUCTURE PER MANUFACTURERS
WRITTEN INSTRUCTIONS
12 EQUIPMENT - REFRIGERATED
MERCHANDIZER W/ TOP SURFACE @ 34"
AFF MAX, PROVIDE CONCEALLED POWER
RECEPTACLES, SERVICE AND
CONNECTIONS AS REQ'D.
13 EQUIPMENT - ATM, PROVIDE CONCEALLED
NETWORK AND POWER RECEPTACLES,
SERVICE AND CONNECTIONS AS REQ'D.
14 EQUIPMENT - INTERNALLY ILLUMINATED
RETAIL DISPLAY CASE, PROVIDE
CONCEALLED POWER RECEPTACLES,
SERVICE AND CONNECTIONS AS REQ'D
15 (E) ROOF LADDER, LOCKED
16 SECURE RECORD STORAGE
17 REINFORCED SECURITY STOREFRONT
GLAZING WITH OPAQUE SECURITY FILM AT
EXTERIOR WINDOWS
18 SECURE CANNABIS WASTE STORAGE
19 SURVEILLANCE RECORDING EQUIPMENT
SYSTEM
20 (E) EXTERIOR WALL SCONCES
21 FURNITURE, PER OWNER
22 ROLL-DOWN SECURTY GATE, BY OTHER
23 (N) VANDAL RESISTANT SECURITY WALL
PACK LIGHTING
NO. ISSUE/REVISION DATE
APPLICATION
SUBMITTAL
05/08/2023
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
SHEET NOTES:
1) EXISTING SOFFITS, LIGHTING & HVAC TO
REMAIN
Exhibit "A" ATTACHMENT
2 TENANT:
NAME: NECTAR MARKETS OF CALIFORNIA, LLC
DBA: NECTAR
CONTACT: CARTER DEHART
o: PHONE: 503.313.1077
e: EMAIL: [email protected]
PROPERTY OWNER:
NAME: BOBBY ISMAIL
DBA: THERAPY PARTNERS GROUP
o: PHONE: 209.604.0013
e: EMAIL: [email protected]
CIVIL ENGINEER:
NAME: THE EDEN GROUP
ADDRESS: 13701 RIVERSIDE DR. #406
SHERMAN OAKS, 91423
CONTACT: JOSEPH EDEN
o: PHONE: 818.679.8180
e: EMAIL: [email protected]
MEP ENGINEERS:
NAME: Q3 INC.
ADDRESS: 17162 GOTHARD ST.
HUNTINGTON BEACH, CA 92647
CONTACT: QUANG NGUYEN
o: PHONE: 714.404.8276
e: EMAIL: [email protected]
T.O. PARAPET
19' - 0"
FIRST FLOOR
0' - 0"
E7
E9
9' - 0"
12' - 0" EQ EQ 12' - 0"
E10
E9
E2
E1
T.O PARAPET
24' - 0"
T.O. PARAPET
19' - 0"
FIRST FLOOR
0' - 0"
E8
E5
E3
E4
E5
E9
9' - 0"
E5
T.O. PARAPET
19' - 0"
FIRST FLOOR
0' - 0"
E4
E5
E1
E2
E4
E6
E1
E3 E3
T.O PARAPET
24' - 0"
T.O. PARAPET
19' - 0"
FIRST FLOOR
0' - 0"
E2
E3
E4
E5
E3
E2
E4
E7
T.O PARAPET
24' - 0"
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
AL IFORNIA
C
A
ST
TE OF
C
L
R HITEC
I
T
C EN SED A
RENEWAL
C-34451
DATE
BRENDAN N CANNING
PROJECT NUMBER:
1862 N LOS ROBLES AVENUE
PASADENA, CA 91104
o: 323/469.8107
e: [email protected]
www.studioren.com
PROJECT:
DATE:
DRAWN BY:
SHEET TITLE:
08.31.2024
THIS DRAWING AND THE DESIGNS, ARRANGEMENTS, DEPICTIONS,
IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE
THE UNPUBLISHED WORK OF STUDIO REN ARCHITECTS AND SHALL REMAIN THE PROPERTY OF STUDIO REN ARCHITECTS IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE
USED IN ANY WAY WITHOUT THE WRITTEN CONSENT OF STUDIO
REN ARCHITECTS. VISUAL CONTACT WITH THE ABOVE DRAWINGS
OR ANY PART THEREOF, SHALL CONSTITUTE CONCLUSIVE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLANS AT SCALE NOTED WHEN PRINTED AT 24"X36"
PLANS HALF THE SCALE NOTED WHEN PRINTED AT 12"X18"
08.31.2024
A3.01
PROPOSED BUILDING
ELEVATIONS
2309
2024.03.13
AS
NECTAR, MANTECA
1519 W. YOSEMITE AVE.
MANTECA, CA
95337
1/4" = 1'-0" 4 NORTH ELEVATION
1/4" = 1'-0" 2 EAST ELEVATION
1/4" = 1'-0" 1 SOUTH ELEVATION
1/4" = 1'-0" 3 WEST ELEVATION
E1 (N) SIGNAGE, PER CITY OF MANTECA
CHAPTER 17.56
E2 (N) WOOD SIDING, PTD BLACK
E3 (E) WALL MOUNTED SCONCE
E4 (E) STOREFRONT TO REMAIN
E5 (E) STUCCO TO REMAIN, NEW PAINT
E6 (E) BUILDING ADDRESS TO REMAIN, PAINT
TO MATCH (N) SIGNAGE
E7 (E) EXTERIOR SECURE ROOF ACCESS TO
REMAIN
E8 (N) METAL DOORS
E9 (E) SWITCHGEAR CABINET
E10 (N) VANDAL RESISTANT SECURITY WALL
PACK LIGHTING
KEYNOTES:
KEYNOTES:
NO. ISSUE/REVISION DATE
CUP SUBMITTAL 03/20/2024
PLAN CHECK
SUBMITTAL
05/20/2024
CUP RESUBMITTAL 05/20/2024
Exhibit "A" ATTACHMENT 2