HomeMy WebLinkAbout336 E Huntington Dr - 2024 -G0.1
COVER
MO
JLJ PROPERTIES ARCADIA I, LLC
C/O UNITED TRUST REALTY CORPORATION
4 PARK PLAZA, SUITE 830
IRVINE, CA 92614
AERIAL
PROJECT DATA
A.F.F.ABOVE FINISHED FLOOR
A.F.G.ABOVE FINISH GRADE (OR SURFACE)
A.S.F.ABOVE SUBFLOOR
(E)EXISTING
G.B.GRADE BREAK
FA FIRE ALARM COMPONENT
FH FIRE HYDRANT
LP LIGHT POLE
(N)NEW
P.O.T.PATH OF TRAVEL
PP POWER POLE
SIM SIMILAR
TYP TYPICAL
U.O.N.UNLESS OTHERWISE NOTED
2022 CA ADMINISTRATIVE CODE TITLE 24 PART 1
2022 CA BUILDING CODE TITLE 24 PART 2
2022 CA ELECTRICAL CODE TITLE 24 PART 3
2022 CA MECHANICAL CODE TITLE 24 PART 4
2022 CA PLUMBING CODE TITLE 24 PART 5
2022 CA ENERGY CODE TITLE 24 PART 6
2022 CA FIRE CODE TITLE 24 PART 9
2022 CA GREEN BUILDING STANDARDS TITLE 24
SCOPE
VOLUNTARY ACCESSIBILITY UPGRADES
LOCATION MAP
APN: 5773-015-049
APPLICABLE CODES
GRIND & FILL EXISTING PATH OF TRAVEL FOR
ACCESSIBLE COMPLIANCE. RECONSTRUCT
EXISTING ACCESSIBLE PARKING STALLS AND
CURB RAMP IN COMPLIANCE WITH ACCESSIBLE
STANDARDS AND ORDINANCES
SHEET INDEX
1.ALL WORK, MATERIALS AND INSTALLATIONS SHALL BE
IMPLEMENTED IN STRICT ACCORDANCE WITH ALL FEDERAL,
STATE AND LOCAL JURISDICTIONAL BUILDING CODES
INCLUDING THE MOST RECENT REVISIONS, AMENDMENTS AND
INTERPRETATIONS.
2.ALL INFORMATION SHOWN ON PLANS RELATIVE TO EXISTING
CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE.
VERIFY ONSITE CONDITIONS FOR ACCURACY AND CONFIRMING
THAT THE WORK IS BUILDABLE AS SHOWN PRIOR TO
CONSTRUCTION.
3.ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND
THOSE SHOWN ON PLANS SHALL BE IDENTIFIED PRIOR TO
CONSTRUCTION TO OBTAIN CLARIFICATION AND PLAN
REVISIONS AS NEEDED.
4.USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE DRAWINGS.
DIMENSIONS DESIGNATED AS "CLEAR" MUST BE MAINTAINED.
5.COORDINATE ALL CONSTRUCTION WORK WITH THE PROPERTY
OWNER OR MANAGER TO AVOID INCONVENIENCES TO
ADJACENT BUILDING / TENANT AREAS AND POTENTIAL
DISRUPTION OF SERVICES.
6.ALL DIMENSIONS AND GRADES SHOWN ON PLANS TO BE FIELD
VERIFIED PRIOR TO CONSTRUCTION.
7.ENSURE ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED PRIOR TO CONSTRUCTION. NO CONSTRUCTION OR
FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR AND
SUBCONTRACTORS HAVE RECEIVED AND THOROUGHLY
REVIEWED ALL APPROVED PLANS AND RELATED DOCUMENTS.
8.THE LOCATION OF UNDERGROUND UTILITIES IS UNKNOWN.
CONTACT 811 - KNOW WHAT'S BELOW AT PHONE #811 TO
LOCATE UNDERGROUND UTILITIES PRIOR TO COMMENCING
CONSTRUCTION.
9.PROVIDE PEDESTRIAN AND MOTORIST PROTECTION DURING
CONSTRUCTION TO COMPLY WITH ALL FEDERAL, STATE AND
LOCAL JURISDICTIONAL CODES.
10.PROVIDE BEST MANAGEMENT PRACTICES TO PREVENT THE
DISCHARGE OF CONCRETE SEDIMENT TO DRAINAGE SYSTEM.
CONTRACTOR TO ENSURE THAT ALL CONCRETE SEDIMENT IS
REMOVED FROM PAVEMENT ON THE SAME DAY THAT ANY
WORK IS PERFORMED.
11.NATURAL CONCRETE FINISH, SLIP RESISTANT TEXTURE
GENERAL NOTES
G0.1 COVER SHEET
A1.1 OVERALL SITE PLAN, PARTIAL EXISTING AND
PROPOSED SITE PLANS
A1.2 DEMOLITION & PROPOSED SITE PLANS
A2.1 PROPOSED PAVING PLAN & BEST MANAGEMENT
PRACTICES
D1.1 DETAILS
ABBREVIATIONS
SHEET NUMBER
SHEET NAME
JOB NUMBER
DA
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ISSUANCE
PROJECT | ADDRESS | CLIENT
DRAWN BY
JLJ PROPERTIES
ARCADIA I, LLC
VOLUNTARY
ACCESSIBILITY
UPGRADES
336 EAST HUNTINGTON DR
ARCADIA, CA 91006
PERMIT
SUBMITTAL
1134
THESE DOCUMENTS AND DRAWING ARE THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT AND AS SUCH
HAVE BEEN CREATED EXPLICITLY FOR THE PURPOSES OF PRICING, PERMITTING
AND CONSTRUCTION OF THIS SPECIFIC PROJECT BY PROTRK CONSTRUCTION,
INCORPORATED ONLY. ANY USE OF THESE DOCUMENTS WITHOUT THE
INVOLVEMENT OR PRIOR WRITTEN CONSENT OF PROTRK CONSTRUCTION,
INCORPORATED WILL BE IN VIOLATION OF APPLICABLE INTELLECTUAL AND
COPYRIGHT LAWS AS PERTAINS TO CONSTRUCTION AND DESIGN DOCUMENTS.
1017 PECTEN COURT
MILPITAS CA 95035
415.813.9877
ADA CONSTRUCTION
SPECIALISTS
THESE DOCUMENTS AND DRAWING ARE
THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE
DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH
RESPECT TO THIS PROJECT AND AS
SUCH HAVE BEEN CREATED EXPLICITLY
FOR THE PURPOSES OF PRICING,
PERMITTING AND CONSTRUCTION OF
THIS SPECIFIC PROJECT BY PROTRK
CONSTRUCTION, INCORPORATED ONLY.
ANY USE OF THESE DOCUMENTS
WITHOUT THE INVOLVEMENT OR PRIOR
WRITTEN CONSENT OF PROTRK
CONSTRUCTION, INCORPORATED WILL BE
IN VIOLATION OF APPLICABLE
INTELLECTUAL AND COPYRIGHT LAWS AS
PERTAINS TO CONSTRUCTION AND
DESIGN DOCUMENTS.
SHEET OF 5
C 36645
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MARLA OVESON
1
OWNER:
CITY OF ARCADIAAUTHORITY:
PROTRK CONSTRUCTION INC
MIKE SCHAEFFER
1017 PECTEN COURT
MILPITAS CA 95035
CONTRACTOR:
PROTRK CONSTRUCTION INC
MARLA OVESON
1017 PECTEN COURT
MILPITAS CA 95035
ARCHITECT:
336 E HUNTINGTON DRIVE
ARCADIA CA 91006
PROJECT
ADDRESS:
5773-015-049APN:
BUSINESS (PROFESSIONAL, BANK)OCCUPANCY /
USE:
C-G GENERAL COMMERCIALZONING
DESIGNATION:
V-BCONSTRUCTION
TYPE:
THIS ACCESSIBILITY ONLY PROJECT IS ELIGIBLE FOR EXPEDITED PROCESSING
PER CALIFORNIA GOVERNMENT CODE 65946 SECTION (B).1-3:
b) A LOCAL AGENCY SHALL EXPEDITE REVIEW OF A PROJECT APPLICATION IF THE PROJECT APPLICANT MEETS
ALL OF THE FOLLOWING CONDITIONS:
(1)THE APPLICANT PROVIDES A COPY OF A DISABILITY ACCESS INSPECTION CERTIFICATE,
PROVIDED BY A CASP PURSUANT TO SUBDIVISION (E) OF SECTION 55.53 OF THE CIVIL CODE, PERTAINING
TO THE SITE OF THE PROPOSED PROJECT.
(2)THE APPLICANT DEMONSTRATES THAT THE PROPOSED PROJECT IS NECESSARY TO ADDRESS
EITHER AN ALLEGED VIOLATION OF A CONSTRUCTION-RELATED ACCESSIBILITY STANDARD OR A
VIOLATION NOTED IN A WRITTEN INSPECTION REPORT.
(3)IF PROJECT PLANS ARE NECESSARY FOR THE APPROVAL OF A PROJECT, THE APPLICANT HAS
HAD A CASP REVIEW THE PROJECT PLANS FOR COMPLIANCE WITH ALL APPLICABLE
CONSTRUCTION-RELATED ACCESSIBILITY STANDARDS.
SECTION 65946 IS WITHIN TITLE 7, "PLANNING AND LAND USE," SUPPORTING THE
AUTHORITY OF PLANNING DEPARTMENT STAFF TO NAVIGATE APPROVAL
WITHOUT LENGTHY NOTICING AND PUBLIC HEARING PROCESSES.
FURTHER, THE CALIFORNIA BUILDING CODE (CBC) STATES THAT PROJECTS MAY
STAND ALONE WHEN INITIATED FOR THE SOLE PURPOSE OF IMPROVING ACCESS
WITHOUT TRIGGERING ADDITIONAL CODE-RELATED UPGRADES. (TITLE 24 CBC
PT 2 VOL 1 CH 11B-202.4. EXCEPTION 3 AND 4.)
THIS PROJECT MAY NOT BE OTHERWISE ENCUMBERED WITH ADDITIONAL
REQUIREMENTS PER THE FEDERAL CODE OF REGULATIONS (CFR 28 CH1 PART
35:)
"A PUBLIC ENTITY, IN PROVIDING ANY AID, BENEFIT, OR SERVICE, MAY NOT [DISCRIMINATE], DIRECTLY OR
THROUGH CONTRACTUAL, LICENSING, OR OTHER ARRANGEMENTS...(§ 35.130 (B) (1))
"OTHER ARRANGEMENTS" INCLUDES MUNICIPAL PROCESSES THAT ENCUMBER
AN ACCESSIBLE-ONLY PROJECT WITHOUT ADDITIONAL EXPENSE OR DELAYS.
PROTRK® CONSTRUCTION INC. SPECIALIZES IN ACCESSIBILITY IMPROVEMENT
PROJECTS. WE HAVE PREPARED THESE DOCUMENTS BASED ON A CRASCA
INSPECTION PERFORMED BY A CASP. THESE PLANS HAVE BEEN REVIEWED BY
AN ADDITIONAL INDEPENDENT THIRD-PARTY CASP, WHO HAS SIGNED AS
COMPLIANT BELOW.
BASED ON THE PROVIDED INFORMATION, WE RESPECTFULLY REQUEST YOUR
PROMPT REVIEW OF THIS PROJECT.
FEEL FREE TO REACH OUT TO US! (MARLA OVESON 916.257.9785)
WE'VE ASSISTED OTHER CALIFORNIA JURISDICTIONS IN APPLYING THIS
INFORMATION LOCALLY TO PROVIDE A LEVEL OF COMFORT IN WORKING WITHIN
ALL ORDINANCES AND LAWS AS REQUIRED.
PROJECT LOCATION
PROJECT LOCATION
THE PROJECT SITE HAS HAD A CRASCA INSPECTION PERFORMED BY A CASP,
THE PROJECT IS SPECIFICALLY FOR ACCESSIBILITY BARRIER REMOVAL, AND
THE PLANS HAVE BEEN INDEPENDENTLY REVIEWED FOR COMPLIANCE BY A
CASP, THEREFORE, IS QUALIFIED FOR EXPEDITED PERMIT REVIEW PURSUANT
TO CALIFORNIA GOVERNMENT CODE 65946 SECTION (B).1-3
___________________________________________________________
TIMOTHY B. GRIFFITH
GUARDIAN ACCESSIBILITY INSPECTION, CASP #1007
Timothy B. Griffith
2024.02.12 08:14:12-08'00'
AREA OF WORK
(E) 1 STORY
COMMERCIAL
BUILDING TO
REMAIN (NO
INTERIOR WORK)
BLDG.
PARCEL#
5773-015-049
PARKING AREA PARCEL# 5773-015-055
ADJACENT PARCEL#
5773-015-052
N
PARKING
O
HU
N
T
I
N
G
T
O
N
D
R
.
EXISTING 1 STORY
COMMERCIAL BUILDING
TO REMAIN
(NO INTERIOR WORK)
LIMIT OF NEW WORK
2
A1.2
26'-6"
25'-0" MIN
19'-4"
18'-0" MIN
19'-2"
18'-0" MIN
26'-6"
25'-0" MIN
18'-4"
18'-0" MIN
19'-8"
18'-0" MIN
HU
N
T
I
N
G
T
O
N
D
R
.
EXISTING 1 STORY
COMMERCIAL BUILDING
TO REMAIN
(NO INTERIOR WORK)1
A1.2
(E) PATH OR TRAVEL. GRIND AND FILL (E)
SURFACES TO PROVIDE 2% MAX. CROSS
SLOPE & 5% MAX. SLOPE IN DIRECTION OF
TRAVEL (8.33% ON CURB RAMPS)
26'-9"
25'-0" MIN
19'-4"
18'-0" MIN
19'-2"
18'-0" MIN
26'-6"
25'-0" MIN
18'-4"
18'-0" MIN
19'-6"
18'-0" MIN
A1.1
OVERALL SITE
PLAN, PARTIAL
EXISTING AND
PROPOSED
SITE PLANS
MO
SHEET NUMBER
SHEET NAME
JOB NUMBER
DA
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A
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ISSUANCE
PROJECT | ADDRESS | CLIENT
DRAWN BY
JLJ PROPERTIES
ARCADIA I, LLC
VOLUNTARY
ACCESSIBILITY
UPGRADES
336 EAST HUNTINGTON DR
ARCADIA, CA 91006
PERMIT
SUBMITTAL
1134
THESE DOCUMENTS AND DRAWING ARE THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT AND AS SUCH
HAVE BEEN CREATED EXPLICITLY FOR THE PURPOSES OF PRICING, PERMITTING
AND CONSTRUCTION OF THIS SPECIFIC PROJECT BY PROTRK CONSTRUCTION,
INCORPORATED ONLY. ANY USE OF THESE DOCUMENTS WITHOUT THE
INVOLVEMENT OR PRIOR WRITTEN CONSENT OF PROTRK CONSTRUCTION,
INCORPORATED WILL BE IN VIOLATION OF APPLICABLE INTELLECTUAL AND
COPYRIGHT LAWS AS PERTAINS TO CONSTRUCTION AND DESIGN DOCUMENTS.
1017 PECTEN COURT
MILPITAS CA 95035
415.813.9877
ADA CONSTRUCTION
SPECIALISTS
THESE DOCUMENTS AND DRAWING ARE
THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE
DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH
RESPECT TO THIS PROJECT AND AS
SUCH HAVE BEEN CREATED EXPLICITLY
FOR THE PURPOSES OF PRICING,
PERMITTING AND CONSTRUCTION OF
THIS SPECIFIC PROJECT BY PROTRK
CONSTRUCTION, INCORPORATED ONLY.
ANY USE OF THESE DOCUMENTS
WITHOUT THE INVOLVEMENT OR PRIOR
WRITTEN CONSENT OF PROTRK
CONSTRUCTION, INCORPORATED WILL BE
IN VIOLATION OF APPLICABLE
INTELLECTUAL AND COPYRIGHT LAWS AS
PERTAINS TO CONSTRUCTION AND
DESIGN DOCUMENTS.
SHEET OF 5
C 36645
C
E
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A
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MARLA OVESON
2
1" = 40'1 OVERALL SITE PLAN N
20'-0" = 1'-0"2 OVERALL PROPOSED SITE PLAN N
1" = 20'1 EXISTING PARTIAL SITE PLAN N
DCP
EPS
DW
EE
ECW
DPS
DSO
DCC
EU
34
'
-
0
"
10'-4"
DF
ECC
DC
DC
EA
2'
-
6
"
7'
-
2
"
6'
-
1
"
12
'
-
5
"
4'-3"5'-8"
1'-5"
1'-
5
"
20'-1"
REMOVE CONCRETE TO (E)
CONCRETE-TO-ASPHALT JOINT
11'-7"
REMOVE CONCRETE TO (E)
CONCRETE-TO-ASPHALT JOINT
EA
EA
ECW
4'-
5
"
EC
ECC
ECW
REMOVE CONCRETE TO (E)
CONCRETE-TO-ASPHALT JOINT
5'
-
0
"
DCR
DR
DY
DCC
EPS
N
PARKING
O
NPI
NPI
NW SN01
D1.1
SN01
D1.1
NPS
NR RA01
D1.1
NYDW01
D1.1
DW02
D1.1
NL
NCC
SN06
D1.1
NST
NSV
SN03
D1.1
SN02
D1.1
NW
NSP
FL01
D1.1
18'-0" MIN
26
'
-
3
"
4'
-
6
"
9'
-
7
"
4'
-
0
"
MI
N
.
2'
-
5
"
6"
2'-0"
2'-0"
5'
-
3
"
5'-0" MIN
6'
-
0
"
11
'
-
7
"
7"
5'
-
3
"
3'-7"3'-1"
7'
-
5
"
1'-5"
1'
-
5
"
FL01
D1.1
FL01
D1.1
11
'
-
1
1
"
9'
-
0
"
M
I
N
8'
-
0
"
M
I
N
9'
-
0
"
M
I
N
EQ
U
A
L
EQ
U
A
L
EQ
U
A
L
EQ
U
A
L
18'-2"
3'-
0
"
MA
X
℄
℄
℄
℄
4'-0"
MIN
4'-
0
"
MI
N
10'-4"
6'-7"19'-1"
6'-8"
CO03
D1.1
CO03
D1.1
CO01
D1.1
5'-
0
"
NCC
NCR
SN02
D1.1
NCW CO02
D1.1NCWCO02
D1.1
NCWCO02
D1.1
A1.2
DEMOLITION
& PROPOSED
SITE PLAN
MO
SHEET NUMBER
SHEET NAME
JOB NUMBER
DA
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A
L
ISSUANCE
PROJECT | ADDRESS | CLIENT
DRAWN BY
JLJ PROPERTIES
ARCADIA I, LLC
VOLUNTARY
ACCESSIBILITY
UPGRADES
336 EAST HUNTINGTON DR
ARCADIA, CA 91006
PERMIT
SUBMITTAL
1134
THESE DOCUMENTS AND DRAWING ARE THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT AND AS SUCH
HAVE BEEN CREATED EXPLICITLY FOR THE PURPOSES OF PRICING, PERMITTING
AND CONSTRUCTION OF THIS SPECIFIC PROJECT BY PROTRK CONSTRUCTION,
INCORPORATED ONLY. ANY USE OF THESE DOCUMENTS WITHOUT THE
INVOLVEMENT OR PRIOR WRITTEN CONSENT OF PROTRK CONSTRUCTION,
INCORPORATED WILL BE IN VIOLATION OF APPLICABLE INTELLECTUAL AND
COPYRIGHT LAWS AS PERTAINS TO CONSTRUCTION AND DESIGN DOCUMENTS.
1017 PECTEN COURT
MILPITAS CA 95035
415.813.9877
ADA CONSTRUCTION
SPECIALISTS
THESE DOCUMENTS AND DRAWING ARE
THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE
DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH
RESPECT TO THIS PROJECT AND AS
SUCH HAVE BEEN CREATED EXPLICITLY
FOR THE PURPOSES OF PRICING,
PERMITTING AND CONSTRUCTION OF
THIS SPECIFIC PROJECT BY PROTRK
CONSTRUCTION, INCORPORATED ONLY.
ANY USE OF THESE DOCUMENTS
WITHOUT THE INVOLVEMENT OR PRIOR
WRITTEN CONSENT OF PROTRK
CONSTRUCTION, INCORPORATED WILL BE
IN VIOLATION OF APPLICABLE
INTELLECTUAL AND COPYRIGHT LAWS AS
PERTAINS TO CONSTRUCTION AND
DESIGN DOCUMENTS.
SHEET OF 5
C 36645
C
E
T
CR IHT
RO NI
IALC F
A
CIL
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E OF
A
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MARLA OVESON
3
SEE SHEET A2.1 FOR PAVING PLAN AND
ENVIRONMENTAL BEST MANAGEMENT PRACTICES
1/4" = 1'-0"1 DEMOLITION SITE PLAN N 1/4" = 1'-0"2 PROPOSED SITE PLAN N
DC SAW CUT & REMOVE (E) CONCRETE AS
SHOWN
DCC REMOVE(E) CURB AS SHOWN
DCP REMOVE (E) CONCRETE AT PARKING STALL
AS SHOWN
DCR REMOVE (E) CONCRETE RAMP
DF
REMOVE (E) FIXTURES, FURNITURE OR
EQUIPMENT AS SHOWN. COORDINATE
STORAGE / RELOCATION WITH OWNER
DPS REMOVE STRIPING. GRIND OR PAINT OVER (E)
STRIPING AND ISA SYMBOL
DR REMOVE (E) RAILING AS SHOWN
DSO REMOVE (E) SIGN & POSTS
DW REMOVE (E) WHEEL STOPS
DY REMOVE (E) YELLOW DETECTABLE
WARNINGS
EA (E) ASPHALT TO REMAIN
EC (E) CONCRETE TO REMAIN
ECC (E) CONCRETE CURB TO REMAIN
ECW (E) CONCRETE WALK TO REMAIN
EE (E) BUILDING ENTRANCE
EPS (E) PAINTED STRIPING TO REMAIN
EU (E) UTILITIES TO REMAIN
NCC (N) 6" WIDE CONCRETE CURB (U.O.N.) , 4" HIGH
MIN. OR AS SHOWN
NCR
(N) RAMP OR CURB RAMP AS SHOWN, 2% MAX.
CROSS SLOPE, 8.33% MAX. SLOPE IN
DIRECTION OF TRAVEL.
NCW (N) CONCRETE WALK
NL (N) TOPSOIL / BARK MULCH IN LANDSCAPE
AREA
NPI (N) PAINTED INTERNATIONAL SIGN OF
ACCESSIBLITY PER DETAIL SN01
NPS (N) PAINTED PARKING STALL AND ACCESS
AISLE MARKINGS. SEE DETAIL SN06
NR
(N) HANDRAIL / GUARDRAIL PER REFERENCED
DETAIL. 48" CLEAR BETWEEN RAILS UNLESS
OTHERWISE NOTED ON PLANS
NSP (N) ACCESSIBLE PARKING SIGN PER DETAIL
SN02 ON POST OR WALL AS SHOWN
NST (N) "TOW AWAY" SIGN PER DETAIL SN03 ON
POST OR WALL AS SHOWN
NSV INCLUDE (N) VAN SIGN PER DETAIL SN02 ON
POST OR WALL AS SHOWN
NW (N) WHEEL STOP
NY (N) YELLOW DETECTABLE WARNINGS PER
DETAIL DW01, DW02
N
PARKING
O
3.66(E)
3.55(E)
3.31(E)
3.37(E)
3.20(E)
3.20(E)
3.69(E)
3.65(E)
3.62(E)
3.66(E)
4.16(E)
3.22(N)
3.22(N)
3.55(N)
3.57(N)
3.60(N)
3.65(N)
3.66(N)3.60(N)
3.60(N)3.67(N)3.60(N)
3.60(N)
3.62(N)
4.07(N)4.14(N)4.08(N)
3.53(N)3.23(N)
4.08(N)
4.08(E)
3.37(N)
3.48(N)
3.21(E)
3.53(E)
4.06(E)
3.18(E)
3.18(N)
3.14(E)3.14(N)
3.33(N)
4.07(N)
3.22(E)
3.24(N)
-1.9
%
-1.8%
-1.7
%
-1.4%
-1.2%
-1
.
9
%
-1
.
9
%
-1.9%
-1.7%
-0.7%
-0.
9
%
-
1
.
4
%
-1.3
%
-1.2%
-1.0%
-1.1%
-0.9%
-6
.
3
%
-6
.
4
%
-6
.
3
%
-0.7%
-0.7%
A2.1
PROPOSED
PAVING
PLAN
MO
SHEET NUMBER
SHEET NAME
JOB NUMBER
DA
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A
L
ISSUANCE
PROJECT | ADDRESS | CLIENT
DRAWN BY
JLJ PROPERTIES
ARCADIA I, LLC
VOLUNTARY
ACCESSIBILITY
UPGRADES
336 EAST HUNTINGTON DR
ARCADIA, CA 91006
PERMIT
SUBMITTAL
1134
THESE DOCUMENTS AND DRAWING ARE THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT AND AS SUCH
HAVE BEEN CREATED EXPLICITLY FOR THE PURPOSES OF PRICING, PERMITTING
AND CONSTRUCTION OF THIS SPECIFIC PROJECT BY PROTRK CONSTRUCTION,
INCORPORATED ONLY. ANY USE OF THESE DOCUMENTS WITHOUT THE
INVOLVEMENT OR PRIOR WRITTEN CONSENT OF PROTRK CONSTRUCTION,
INCORPORATED WILL BE IN VIOLATION OF APPLICABLE INTELLECTUAL AND
COPYRIGHT LAWS AS PERTAINS TO CONSTRUCTION AND DESIGN DOCUMENTS.
1017 PECTEN COURT
MILPITAS CA 95035
415.813.9877
ADA CONSTRUCTION
SPECIALISTS
THESE DOCUMENTS AND DRAWING ARE
THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE
DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH
RESPECT TO THIS PROJECT AND AS
SUCH HAVE BEEN CREATED EXPLICITLY
FOR THE PURPOSES OF PRICING,
PERMITTING AND CONSTRUCTION OF
THIS SPECIFIC PROJECT BY PROTRK
CONSTRUCTION, INCORPORATED ONLY.
ANY USE OF THESE DOCUMENTS
WITHOUT THE INVOLVEMENT OR PRIOR
WRITTEN CONSENT OF PROTRK
CONSTRUCTION, INCORPORATED WILL BE
IN VIOLATION OF APPLICABLE
INTELLECTUAL AND COPYRIGHT LAWS AS
PERTAINS TO CONSTRUCTION AND
DESIGN DOCUMENTS.
SHEET OF 5
C 36645
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REN.08/31/25
MARLA OVESON
4
1/4" = 1'-0"1 PROPOSED PAVING PLAN N
PROPOSED RESURFACED AREA: 839 SF
PROJECT AREA IS LESS THAN 1 ACRE
ORIGINAL DRAINAGE LINE AND EXISTING
RUNOFF PATTERNS WILL BE MAINTAINED
NO CHANGE TO IMPERVIOUS OR PERVIOUS
SURFACE AREA
ENVIRONMENTAL BEST PRACTICES
MANDATORY REQUIREMENTS
SS-1 SCHEDULING:
·PROJECT DURATION IS LESS THAN THREE WEEKS. EXISTING ENGINEERED BASE
WILL BE LEFT IN PLACE AND SUPPLEMENTED AND/OR COMPACTED AS NEEDED
SS-2 PRESERVATION OF EXISTING VEGETATION:
·NO WORK IS REQUIRED WITHIN THE VICINITY OF EXISTING VEGETATION
SC-5: FIBER ROLLS:
·FIBER ROLLS WILL BE PLACED TO PROTECT THE EXISTING DRAIN AND DRIVEWAY AT
LOW ELEVATIONS OF THE PROJECT
SC-7 STREET SWEEPING AND VACUUMING:
·FOR THIS SMALL SCALE PROJECT, HAND SWEEPING WILL BE IMPLEMENTED DAILY
AT MINIMUM, OR AS NEEDED.
SC-10 STORM DRAIN PROTECTION:
·SEE SC-5 FOR IMPLEMENTATION
WE-1: WIND EROSION CONTROL:
·NO EXPOSED SOIL OR STOCKPILES ARE EXPECTED ON THIS PROJECT.
TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT:
·MAJORITY OF THE SITE, INCLUDING THE ACCESS AISLE TO AND FROM BOTH SITE
ENTRANCES WILL REMAIN INTACT, PROVIDING A CLEAN HARD SURFACE FOR DEBRIS
REMOVAL VEHICLES.
NS-1 WATER CONSERVATION PRACTICES:
·WATER USE ON SITE IS LIMITED TO SAW CUTTING AND CONTAINED CLEANUP
PROCEDURES. SEE NS-3 & WM-8.
NS-2 DEWATERING OPERATIONS:
·THERE ARE NO DEWATERING OPERATIONS IN THIS PROJECT.
NS-3 PAVING AND GRINDING OPERATIONS:
·NO NEW ASPHALT CEMENT PAVING WILL BE INSTALLED IN THIS PROJECT SCOPE.
ALL BROKEN ASPHALT WILL BE COLLECTED, REMOVED, AND RECYCLED OFF-SITE
IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.
·SAWCUTTING WILL NOT BE CONDUCTED DURING RAIN OR WHEN THERE IS A 50%
PERCENT CHANCE OF MEASURABLE PRECIPITATION (0.01 INCHES OR MORE).
·MINIMUM SAWCUTTING BLADE SPEED WILL BE USED TO REDUCE REQUIRED
AMOUNT OF WATER NEEDED.
·VACUUMING WILL TAKE PLACE CONCURRENTLY WITH SAWCUTTING OPERATIONS.
DRIED RESIDUE WILL BE SWEPT AND DISPOSED OF PROPERLY
·DRAIN INLET WILL BE PROTECTED BY PLASTIC DURING SAWCUTTING AND CLEAN-UP
OPERATIONS. PLASTIC REMOVED AFTER ALL RESIDUE IS DRY AND SWEPT.
·RESIDUAL WASTE AND SLURRY THE WASTE SLURRY WILL BE COMPLETELY
CONTAINED IN A CONCRETE WASHOUT (WM-8) AND/OR SHALL BE DISPOSED OF
OFFSITE
·ONSITE SUPERVISION WILL BE PROVIDED TO ENSURE ALL MEASURES ARE
FOLLOWED.
NS-6: ILLICIT CONNECTION/ILLEGAL DISCHARGE DETECTION AND REPORTING: FOR THE
PURPOSES OF THIS BMP, REFERS TO DISCHARGES AND DUMPING CAUSED BY PARTIES
OTHER THAN THE CONTRACTOR.
·CONSTRUCTION SITE WILL BE INSPECTED BEFORE BEGINNING THE JOB AND
WEEKLY FOR EVIDENCE OF ILLICIT CONNECTIONS OR ILLEGAL DUMPING OR
DISCHARGES.
·THIS SCOPE OF WORK IS LIMITED SO THE BUSINESSES WILL REMAIN OPERABLE
DURING CONSTRUCTION.
·INSPECT CONSTRUCTION SITE WEEKLY DURING PROJECT EXECUTION FOR
EVIDENCE OF ILLICIT CONNECTIONS OR ILLEGAL DUMPING OR DISCHARGES.
CONSTRUCTION SITE PERIMETER WILL BE OBSERVED FOR EVIDENCE OR POTENTIAL
OF ILLICITLY DISCHARGED FOR ILLEGALLY DUMPED MATERIAL, WHICH MAY ENTER
THE CONSTRUCTION SITE.
NS-7 POTABLE WATER/IRRIGATION:
·PROJECT SCOPE WILL NOT INCLUDE IRRIGATION PRACTICES. ANY INSTALLED
IRRIGATION FOR DECORATIVE LANDSCAPE WILL BE TURNED OFF FOR THE SHORT
DURATION OF CONSTRUCTION ACTIVITIES
NS-8 VEHICLE EQUIPMENT CLEANING:
·NO LARGE SCALE VEHICLES OR EQUIPMENT WILL BE USED ON SITE. SEE WM-8 FOR
CONCRETE RELATED CLEANING PROCEDURES
NS-9 VEHICLE EQUIPMENT FUELING:
NS-10 VEHICLE EQUIPMENT MAINTENANCE:
· NO VEHICLE FUELING OR MAINTENANCE WILL BE PREFORMED ON SITE
WM-1 MATERIAL DELIVERY AND STORAGE
·MATERIALS DELIVERED ON SITE WILL BE OF NO GREATER QUANTITY THAN CAN BE
USED EACH DAY.
WM-2 MATERIAL USE
·HAZARDOUS CHEMICALS SUCH AS: ACIDS/LIME, GLUES, ADHESIVES,
PAINTS/SOLVENTS, CURING COMPOUNDS AND THE LIKE WILL BE HANDLED IN
ACCORDANCE WITH MANUFACTURE SAFETY DATA SHEETS AND APPLICABLE LAW
WM-3 STOCKPILE MANAGEMENT
·NO MATERIALS WILL BE STOCKPILED ON SITE.
WM-4 SPILL PREVENTION AND CONTROL
·ALL WORKERS ON SITE WILL BE BRIEFED ON SPILL PREVENTION AND CONTROL
PROCEDURES. CONTINUOUS ONSITE SUPERVISION WILL BE PROVIDED TO ENSURE
ANY INCIDENTS ARE MANAGED CORRECTLY.
WM-5 SOLID WASTE MANAGEMENT
·ALL WORKERS ON SITE WILL BE BRIEFED ON PROPER DISPOSAL OF MATERIALS
PACKAGING AND PERSONAL DEBRIS AND LITTER FROM CONSUMED PRODUCTS.
·CONSTRUCTION DEBRIS WILL BE HAULED OFF AND RECYCLED OR DISPOSED OF IN
ACCORDANCE WITH LOCAL AND FEDERAL LAWS
·CONTINUOUS ONSITE SUPERVISION WILL MONITOR ADHERENCE TO BMP
WM-6 HAZARDOUS WASTE MANAGEMENT:
·ALL WORKERS ON SITE WILL BE BRIEFED ON IDENTIFYING AND PROPER DISPOSAL
OF MATERIALS HAZARDOUS WASTE
·CONTINUOUS ONSITE SUPERVISION WILL ENSURE HAZARDOUS WASTE IS
COLLECTED, REMOVED, AND DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS
WM-8 CONCRETE WASTE MANAGEMENT
·WATERTIGHT TEMPORARY WASHOUT BINS WILL BE PROVIDED ON SITE
WM-9 SANITARY/SEPTIC WASTE MANAGEMENT
·A TEMPORARY RESTROOM FACILITY WILL BE PROVIDED ON SITE AND TENDED BY AN
APPROVED PROVIDER. ALTERNATIVELY ARRANGEMENTS MAY BE MADE WITH SITE
OWNER TO UTILIZE AN EXISTING FACILITY IN A BUILDING AVAILABLE DURING
CONSTRUCTION HOURS.
WM-10 LIQUID WASTE MANAGEMENT
·NON-HAZARDOUS BYPRODUCTS, RESIDUALS, OR WASTES WILL NOT BE GENERATED
BY THIS SCOPE OF WORK
SEE SHEET A1.2 FOR
DIMENSIONS
D1.1
DETAILS
MO
5
1/2" = 1'-0"
ACCESSIBLE STALL MARKINGSN06
36" MAX.
12
"
12
"
37
"
4" TYP.
NEW PAINTED LETTERING
(WHITE). CHOOSE FONT
WHERE WIDTH OF
UPPERCASE "O" IS BETWEEN
7.2" - 13.2"
NEW PAINTED STRIPING &
BACKGROUND (BLUE)
SEE PLANS
NEW PAINTED 4" BLUE
BORDER ALL THE WAY
AROUND ACCESS AISLE PER
PLAN
7.2" - 13.2"
*COLOR BLUE SHALL
APPROXIMATE FS 15090 IN
FEDERAL STANDARD 595C
N
PARKING
O
5"
*
*
1.2" - 4.2" BETWEEN ALL
LETTERS IN ROW
1.2" - 2.4" LETTER STROKE
EQ EQ
EQ
EQ
CENTER LETTERS
HORIZONTALLY &
VERTICALLY IN BLUE FIELD 6" MIN 6" MIN
EQ
EQ
(N) CONCRETE
WALK PER PLAN
WITH #4 BARS @
18" O.C. EA. WAY #4
BARS AT 18" O.C.
OR #3 @12" O.C.
EACH WAY
OR
#4 DOWELS AT 18" O.C.
OR #3 @12" O.C.
38" EXPANSION JOINT @
12'-0" O.C. MAX. EACH WAY
DRILL (E) CONCRETE
(E) CONCRETE
WALK
SECTION
1 1/2" = 1'-0"
CONCRETE WALKCO01
NEW CONCRETE
WALK PER PLAN WITH
#4 BARS AT 18" O.C.
OR #3 @12" O.C. EACH
WAY
DOWELS - #4 BARS AT 18"
O.C. OR #3 @12" O.C.
38" EXPANSION JOINT
@ 12'-0" O.C. MAX.
EACH WAY
EXISTING WALK NEW WALK
PLAN
1 1/2" = 1'-0"
CONCRETE WALKCO02
NEW CONCRETE SLAB
#4 BARS AT 18" O.C. EACH WAY
OR #3 @12" O.C. EACH WAY
4"
MI
N
LIFTS/CHAIRS AS REQUIRED TO
CENTER REBAR IN SLAB DEPTH
COMPACTED BASE
6" = 1'-0"
DETECTABLE WARNINGSDW01
2.30 - 2.40
0.65 MIN.
*
0.45 - 0.47Ø
*
0.90 - 0.92Ø
TOP: 0.45 - 0.47Ø
BASE: 0.90 - 0.92Ø
2.
3
0
-
2
.
4
0
0.
6
5
M
I
N
.
PLAN
SECTION
14"
M
A
X
14"
M
A
X
1:2 MAX 12"
GENERAL
BEVEL
6" = 1'-0"
VERTICAL LEVEL CHANGEFL01
5% MAX
GUTTER / ROADCURB RAMP
25" MIN.
CURB RAMP
8.33% MAX
1" = 1'-0"
INT'L SIGN OF ACCESSIBILITYSN01
3'-1" AT PARKING
OR PER SIGNAGE REQUIREMENTS
1.SCALE TO MAINTAIN
PROPORTION OF
SYMBOL IN FIELD AS
SHOWN
2.COLOR BLUE SHALL
APPROXIMATE FS 15090
IN FEDERAL STANDARD
595C
FIGURE IN WHITE
ON BLUE
BACKGROUND
3'
-
1
"
A
T
P
A
R
K
I
N
G
OR
P
E
R
S
I
G
N
A
G
E
R
E
Q
U
I
R
E
M
E
N
T
S
VAN
ACCESSIBLE
MINIMUM
FINE
$250
NOTES:
1.ALL LETTERING AND SYMBOLS SHALL
BE WHITE ON BLUE BACKGROUND
2.FINISH SHALL BE REFLECTORIZED
MOUNTING HEIGHT SCHEDULE
(MINIMUM FROM SURFACE /GRADE)
WALL MOUNTED
POST MOUNTED IN LANDSCAPE AREA
POST MOUNTED IN WALKING SURFACE
SEE SCHEDULE
+60"
+60"
+80"
1 1/2" = 1'-0"
ACCESSIBLE PARKING SIGNSN02
"VAN ACCESSIBLE"
VERBIAGE AT VAN STALLS
ONLY (MAY BE ON SEPARATE
SIGN BELOW)
12" MIN.
18
"
M
I
N
.
6"
M
I
N
.
.
ALL LETTERING
2" HIGH WHEN MOUNTED DIRECTLY AT
HEAD OF STALL
3" HIGH WHEN MOUNTED BEHIND THE
SIDEWALK
UNLESS OTHERWISE NOTED IN PLANS
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL LICENSE
PLATES ISSUED FOR PERSONS
WITH DISABILITIES WILL BE
TOWED AWAY AT THE OWNER'S
EXPENSE.
TOWED VEHICLES MAY BE
RECLAIMED AT
__________________________ OR
BY TELEPHONING ___________
NOTES:
1.ALL LETTERING AT LEAST 1" HIGH.
2.OWNER TO PROVIDE APPROPRIATE
INFORMATION TO BE
INCORPORATED AS PERMANENT
PART OF THE SIGN
MOUNTING HEIGHT SCHEDULE
(MINIMUM FROM SURFACE /GRADE)
WALL MOUNTED
POST MOUNTED IN LANDSCAPE AREA
POST MOUNTED IN WALKING SURFACE
SEE SCHEDULE
+60"
+60"
+80"
1 1/2" = 1'-0"
ACCESSIBLE PARKING SIGNSN03
17" MIN
22
"
M
I
N
FILL IN BLANKS WITH LOCAL NFORMATION
1 1/2" = 1'-0"
CONCRETE PARKING SLABCO03
NEW CONCRETE SLAB
DEEPEN SLAB EDGE ALL AROUND 3
SIDES OF PARKING STALLS ONLY.
SEE PLANS
#4 BARS AT 18" O.C. EACH WAY
OR #3 @12" O.C. EACH WAY
4"MI
N
2"MI
N
LIFTS/CHAIRS AS REQUIRED TO
CENTER REBAR IN SLAB DEPTH
EXISTING
ADJACENT PAVING
WHERE OCCURS
COLD JOINT
1/2" = 1'-0"
DETECTABLE WARNINGDW02
2" MAX.2" MAX.
6"
M
I
N
.
-
8"
M
A
X
.
3'
-
0
"
EDGE OF ACCESS AISLE, DRIVE
AISLE, STREET, OR GUTTER
EDGE OF WALKING SURFACE
DETECTABLE WARNING TEXTURE
PER CBC 705.1. COLOR SHALL BE
YELLOW APPROXIMATING 33538
OF SAE AMSSTD-595A, WITH 70%
MIN. CONTRAST TO ADJACENT
SURFACE. SEE ALSO DTL DW01
14" MAX. TRANSITION OR 12"
MAX, WITH 14" BEVEL PER CBC
11B-303.3 SEE ALSO DTL FL01
NOTES:
1.ALL LETTERING AND SYMBOLS SHALL
BE WHITE ON BLUE BACKGROUND
2.FINISH SHALL BE REFLECTORIZED
MOUNTING HEIGHT SCHEDULE
(FROM SURFACE /GRADE)
WALL MOUNTED
POST MOUNTED IN LANDSCAPE AREA
POST MOUNTED IN WALKING SURFACE
SEE SCHEDULE
+60"
+60"
+80"
ACCESSIBLE
ROUTE
1 1/2" = 1'-0"
ACCESSIBLE ROUTE SIGNSN04
CHANGE ARROW
DIRECTION AS REQUIRED
FOR EACH LOCATION
12" MIN.
14
"
M
I
N
.
6"
M
I
N
.
1" LETTERING WHEN MOUNTED AT 60"
2" LETTERING WHEN MOUNTED AT 80"
SHEET NUMBER
SHEET NAME
JOB NUMBER
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
V
#
02
.
1
2
.
2
0
2
4
RE
V
I
S
I
O
N
S
1
PE
R
M
I
T
S
U
B
M
I
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T
A
L
ISSUANCE
PROJECT | ADDRESS | CLIENT
DRAWN BY
JLJ PROPERTIES
ARCADIA I, LLC
VOLUNTARY
ACCESSIBILITY
UPGRADES
336 EAST HUNTINGTON DR
ARCADIA, CA 91006
PERMIT
SUBMITTAL
1134
THESE DOCUMENTS AND DRAWING ARE THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH RESPECT TO THIS PROJECT AND AS SUCH
HAVE BEEN CREATED EXPLICITLY FOR THE PURPOSES OF PRICING, PERMITTING
AND CONSTRUCTION OF THIS SPECIFIC PROJECT BY PROTRK CONSTRUCTION,
INCORPORATED ONLY. ANY USE OF THESE DOCUMENTS WITHOUT THE
INVOLVEMENT OR PRIOR WRITTEN CONSENT OF PROTRK CONSTRUCTION,
INCORPORATED WILL BE IN VIOLATION OF APPLICABLE INTELLECTUAL AND
COPYRIGHT LAWS AS PERTAINS TO CONSTRUCTION AND DESIGN DOCUMENTS.
1017 PECTEN COURT
MILPITAS CA 95035
415.813.9877
ADA CONSTRUCTION
SPECIALISTS
THESE DOCUMENTS AND DRAWING ARE
THE SOLE PROPERTY OF PROTRK
CONSTRUCTION, INCORPORATED. THE
DOCUMENTS ARE AN INSTRUMENT OF
SERVICE FOR THE USE SOLELY WITH
RESPECT TO THIS PROJECT AND AS
SUCH HAVE BEEN CREATED EXPLICITLY
FOR THE PURPOSES OF PRICING,
PERMITTING AND CONSTRUCTION OF
THIS SPECIFIC PROJECT BY PROTRK
CONSTRUCTION, INCORPORATED ONLY.
ANY USE OF THESE DOCUMENTS
WITHOUT THE INVOLVEMENT OR PRIOR
WRITTEN CONSENT OF PROTRK
CONSTRUCTION, INCORPORATED WILL BE
IN VIOLATION OF APPLICABLE
INTELLECTUAL AND COPYRIGHT LAWS AS
PERTAINS TO CONSTRUCTION AND
DESIGN DOCUMENTS.
SHEET OF 5
C 36645
C
E
T
CR IHT
RO NI
IALC F
A
CIL
NE S DE
E OF
A
T
S
T
A
REN.08/31/25
MARLA OVESON
3/4" = 1'-0"
HANDRAIL SECTIONRA01
DEEPENED FOOTING; 4" BASE AT
90% COMPACTION
1.ALL RAIL COMPONENTS: 1 1/4"Ø (1.66 O.D.) EXTRA HEAVY DUTY STOCK
2.GRIPPING SURFACES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND
SHALL HAVE ROUND EDGES
34
"
-
3
8
"
MI
N
/
M
A
X
TY
P
3"
CONCRETE CURB
WHERE OCCURS
48" CLEAR (SEE PLANS)
VERTICAL RAIL
(5'-0" O.C. MAX)
27
"
M
A
X
VERTICAL RAIL
WALKING SURFACE