HomeMy WebLinkAbout34 E Santa Clara St - 2024 - Alexan Vol 3 EngineeringCALIFORNIA BUILDING CODE (CBC) 2022
CALIFORNIA PLUMBING CODE (CPC) 2022
CALIFORNIA MECHANICAL CODE (CMC) 2022
CALIFORNIA ELECTRICAL CODE (CEC) 2022
CALIFORNIA FIRE CODE (CFC) 2022
CALIFORNIA ENERGY CODE 2022
CALIFORNIA GREEN BUILDING STANDARDS CODE 2022
NATIONAL FIRE PROTECTION ASSOCIATION STANDARD (NFPA 13 AND 17)
TITLE III OF AMERICAN'S WITH DISABILITIES ACT (ADA)
ARCADIA MUNICIPAL CODE
NOTE: THE INFORMATION CONTAINED WITHIN THE CALGREEN AND ACCESSIBILITY DETAIL
SHEETS ARE EXCERPTS FROM THE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND CALIFORNIA BUILDING CODE (CBC) AND IS INTENDED TO PROVIDE THE CONTRACTOR GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CBC PRIOR TO
FABRICATION OR INSTALLATION OF WORK. ALL CLEARANCE DIMENSIONS TO BE TAKEN FROM FINISH. THESE SHEETS ARE FOR REFERENCE ONLY AND ILLUSTRATES CODE REQUIRED MINIMUM STANDARDS. SEE PERTINENT SHEETS, DRAWINGS AND SPECIFICATIONS FOR
APPLICATION OF THESE STANDARDS TO THIS SPECIFIC PROJECT.
RELEVANT CODES
DEFERRED SUBMITTALS
SEPARATE APPLICATION, PLAN CHECK AND PERMITS ARE REQUIRED FOR THE FOLLOWING:
• DESIGN BUILD STEEL STAIRS, GUARDRAILS, AND HANDRAILS• ELEVATORS AND LIFTS
• ELEVATOR HOISTWAY AND MACHINE ROOM SPRINKLERS DESIGN TO COMPLY WITH NFPA 72 SECTION 21.4• FIRE SPRINKLER SYSTEM
• FIRE ALARM SYSTEM AND MONITORING
• ALL SIGNAGE ( EXTERIOR BUILDING, INTERIOR, TACTILE, LOCATIONS, AND DETAILS.• SECURITY SYSTEMS• EXTERIOR STOREFRONT AND WINDOW WALL SYSTEMS
• POOL AND SPA• POOL EQUIPMENT UNDER SEPARATE APPROVAL. POOL AND SPA CHEMICALS CORROSIVES AND OXIDIZERS AMOUNTS EXCEED MAX. PER TABLES 5003.1.1(1) AND TABLES 5003.1.1(2), A
HAZMAT REVIEW AND APPROVAL WILL BE REQUIRED.• EMERGENCY RESPONDER RADIO COVERAGE• MAIL BOXES AND PARCEL BOXES TO BE SUBMITTED TO USPS
• METAL AND GLASS GUARDRAILS • GLAZING SYSTEM CALCULATIONS• SOLAR PHOTOVOLTAIC SYSTEMS
• BATTERY ENERGY STORAGE SYSTEMS PER CFC 322
• FACADE ACCESS EBM• ADDRESS IDENTIFICATION SIGNAGE• EMERGENCY GENERATOR
• TENANT IMPROVEMENTS • OFF(SITE WORK• TWO(WAY COMMUNICATION SYSTEM PER NFPA 72
• MECHANICAL, ELECTRICAL, PLUMBING EQUIPMENT ANCHORAGE PER ACSE 7(SECTION 30.10 & 13.6• AWNINGS, METAL SCREENS, AND LOUVERS
• LIGHT GAUGE METALS• MECHANICAL FASTENERS FOR THIN SET VENEER LIMESTONE MASONRY• DESIGN BUILD ARTIFICIAL PLANTING AND TREE
• ELECTRIC VEHICLE CHARGERS
NOTE:SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND PROVIDE A NOTATION ON
PLANS AND/OR CALCULATIONS INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE GENERAL CONTRACTOR SHALL THEN SUBMIT TO BUILDING AND
SAFETY DIVISION FOR REVIEW AND ADDITIONAL PLAN CHECK AND PERMIT FEES SHALL APPLY.
THE PROJECT IS A MIXED(USE DEVELOPMENT CONSISTING OF 319 APARTMENT UNITS, VARIOUS RESIDENT AMENITIES, AND LIVE(WORK UNITS ALL LOCATED WITHIN FIVE(STORIES OF TYPE IIIA
CONSTRUCTION OVER THREE STORIES OF TYPE IA CONSTRUCTION. THE MIXED(USE COMPONENT IS COMPRISED OF THE AFOREMENTIONED LIVE(WORK UNITS LOCATED ON THE GROUND FLOOR OF THE SOUTH FACING BUILDING STREET FRONTAGE, AND ALSO INCLUDES
THE EXISTING 8(STORY COMMERCIAL OFFICE BUILDING LOCATED ON THE WEST PORTION OF THE SITE (NOT A PART OF THIS SCOPE OF WORK) WHICH WILL BE LINKED TO THE PROPOSED DEVELOPMENT WITH A NEW LANDSCAPED COURTYARD PASEO. RESIDENTIAL TENANT
AMENITIES INCLUDE: GROUND FLOOR FITNESS CENTER AND LOUNGE AREA; LANDSCAPED
PODIUM COURTYARDS INCLUDING A RESIDENT COMMUNITY ROOM LINKED TO THE POOL AND SPA DECK; ROOFTOP RESIDENT COMMUNITY ROOM WITH ROOF DECK; AND BICYCLE STORAGE AND WORK AREA.
THE PROJECT WILL INCLUDE 11% AFFORDABLE VERY LOW INCOME RESIDENTIAL UNITS DISPERSED AMONGST THE DEVELOPMENT
PROJECT DESCRIPTION
PARCEL A:LOTS 27 & 28 IN BLOCK 76 OF A PART OF ARCADIA SANTA ANITA TRACT, IN THE CITY OF
ARCADIA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 15 PAGE(S) 89 & 90 INCLUSIVE OF MISCELLANEOUS RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 5773(006(010
PARCEL B:PARCEL 2 OF PARCEL MAP 2415. IN THE CITY OF ARCADIA, AS PER MAP RECORDED IN BOOK 34 PAGE(S) 64 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF LOS ANGELES
COUNTY, CALIFORNIA.
EXCEPT THEREFROM THAT PORTION OF SAID PARCEL 2, INCLUDED WITHIN THE LAND AS
DESCRIBED IN PARCEL 2 IN THE DEED TO THE CITY OF ARCADIA, RECORDED NOVEMBER 17, 1971, AS INSTRUMENT NO. 2021, IN BOOK D ( 5260, PAGE 214, OF OFFICIAL RECORDS OF SAID COUNTRY. APN: 5773(006(036
PARCEL C:LOT 8 IN BLOCK 76 OF ARCADIA SANTA ANITA TRACT, IN THE CITY OF ARCADIA, COUNTY OF LOS
ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 15 PAGES 89 & 90 OF MISCELLANEOUS RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 5773(006(005
PARCEL D:LOT 7 IN BLOCK 76 OF ARCADIA SANTA ANITA TRACT, IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 15 PAGES 89 & 90 OF
MISCELLANEOUS RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 5773(006(004
LEGAL DESCRIPTION DIRECTORY
OWNER
5790 FLEET ST. SUITE 140CARLSBAD, CA 92008
ARCADIA APARTMENTS, LLC
ATTN: ANTHONY DITTEAUX
TEL: (760) 444(5236
TONY@TCR.COM
ARCHITECT
245 EAST THIRD STREETLONG BEACH, CA 90802
STUDIO ONE ELEVEN
ATTN: JUSTIN ROTH
TEL: (562)901(1557
JUSTIN.ROTH@STUDIO(111.COM
GEOTECHNICAL ENGINEER
3303 NORTH SAN FERNANDO BLVD, SUITE 100BURBANK, CA 91504
GEOCON INC
ATTN: PETRINA ZEN
TEL: (818) 841(8388
ZEN@GEOCONINC.COM
CIVIL ENGINEER
27220 TUMBERRY LANE, SUITE 190VALENCIA, CA 91355
PSOMAS
ATTN: DAVID MARTIN
TEL: (661) 705(4439
DMARTIN@PSOMAS.COM
LANDSCAPE ARCHITECT
414 OLIVE STREETSANTA BARBARA, CA 93101
EPT DESIGN
ATTN: SCOTT CAPPS
TEL: (626) 795(2008
SCAPPS@EPTDESIGN.COM
STRUCTURAL ENGINEER
319 MAIN STREETEL SEGUNDO, CA 90245
LABIB FUNK & ASSOCIATES
ATTN: DAVID FUNK
TEL: (213) 239(9703
DAVID@LABIBFUNK.COM
PLUMBING
3550 CAMINO DEL RIO NORTH, SUITE 204SAN DIEGO, CA 92108
FARD ENGINEERS, INC.
ATTN: MATT CONSTANT
TEL: (619) 284(8164
MATT@FARD.COM
MECHANICAL
3550 CAMINO DEL RIO NORTH, SUITE 204SAN DIEGO, CA 92108
FARD ENGINEERS, INC.
ATTN: BIJAN NIKRAVESH
TEL: (619)235(0022
BIJAN@FARD.COM
ELECTRICAL
3550 CAMINO DEL RIO NORTH, SUITE 204SAN DIEGO, CA 92108
FARD ENGINEERS, INC.
ATTN: ZACK SARHAN
TEL: (916) 317(4027
ZACK@FARD.COM
CITY OF ARCADIA
240 WEST HUNTINGTON DRIVEARCADIA, CA 91066
SENIOR BUILDING TECHNICIAN
ATTN: ERIC PAGLIOTTI
TEL: (626) 574(5448
EPAGLIOTTI@ARCADIACA.GOV
ARCADIA FIRE DEPARTMENT
710 S SANTA ANITA AVENUE
ARCADIA, CA 91006
FIRE MARSHAL
ATTN: MARK KRIKORIAN
TEL: (626) 574(5106
mkrikorian@arcadiaca.gov
INTERIOR DESIGN
245 EAST THIRD STREETLONG BEACH, CA 90802
RDC
ATTN: KRYSTLE FADER
TEL: (626) 795(2008
KRYSTLEFADER@RDCOLLABORATIVE.COM
DRY UTILITY
200 SOUTH MAIN STREET, SUITE 316CORONA, CA 92882
RGI UTILITY
ATTN: MICAH CORDY
TEL: (714) 388(6496
MICAHCORDY@DRYUTILITY.COM
FIRE SPRINKLER
1601 WEST ORANGEWOOD AVENUEORANGE, CA 92868
A&D FIRE SPRINKLERS
ATTN: ANDY ORTEGA
TEL: (714) 634(3923
AORTEGA@ADFIRESPRINKLERS.COM
LOW VOLT. /FIRE ALARM
12155 PAINE PLPOWAY, CA 92064
COASTAL FIRE AND INTEGRATION SYSTEMS
ATTN: ANDREW PARRINO
TEL: (585) 331(0516
ANDREW.PARRINO@CFAIS.COM
SOLAR
CAL SOLAR
ATTN: SEAN NEMAN
TEL: (858) 999 1127
SEAN@CALSOLARINC.COM
ACOUSTICS
157 PARK PLACEPT. RICHMOND, CA 94801
LSA
ATTN: J.T. STEPHENS
TEL: (510) 462(1327
E(MAIL: JT.STEPHENS@LSA.NET
WATERPROOFING
700 FLOWER ST. #2580LOS ANGELES, CA 90017
TERRA PETRA
ATTN: JUSTIN CONAWAY
TEL: (213) 458(0494
JUSTIN@TERRA(PETRA.COM
TITLE 24
2647 GATEWAY ROAD 105(345CARLSBAD, CA 92009
G.R.E.G. CONSULTING
ATTN: CAROL ROBERTS
TEL: (760) 585(5310
CAROL@GREGCONSULTING.NET
EBM
110 MASON CIRCLE SUITE ACONCORD, CA 94520
LYNN SAFETY
ATTN: LINDSAY PETERSON
TEL: (925) 609(7646
LPETERSON@LYNNSAFETY.COM
CASp
USA ADA
ATTN: JEFF BECKER
TEL: (661) 993(2978
USACASp@OUTLOOK.COM
SHORING ENGINEER
319 MAIN STREETEL SEGUNDO, CA 90245
LABIB FUNK & ASSOCIATES
ATTN: DONNY HARRIS, S.E. LEED AP
TEL: (213) 239(9700X128
DONNY.HARRIS@LABIBFUNK.COM
ERRCS DAS
1000 CALLE CORDILLERASAN CLEMENTE, CA 92673
LEAF COMMUNICATIONS
ATTN: JERRY DOTSON
TEL: (949) 388(0192
CITY OF ARCADIA 3RD PARTYREVIEWER
2 CORPORATE PARK, SUITE 206IRVINE, CA 92606
SCOTT FAZEKAS & ASSOCIATES, INC.
ATTN: GANESH RAO, SE
TEL: (949) 475(2560
GANESH.RAO@SCOTTFAZEKAS.COM
MOCK UPS
MOCK(UPS MAY BE PROVIDED INDIVIDUALLY IN THE SIZES INDICATED BELOW OR BY CONSTRUCTING REPRESENTATIVE PORTIONS OF THE BUILDING DEPICTING SEVERAL MOCK(UP CONDITIONS (PREFERRED METHOD). COORDINATE LOCATIONS OF MOCK(UPS WITH ARCHITECT.
THE FOLLOWING MOCK(UPS SHALL BE PROVIDED:
1. GUARDRAILS ( STEEL
2. GUARDRAILS ( GLASS3. POOL ENCLOSURES ( GLASS AND STEEL4. EXTERIOR LIMESTONE VENEER
5. EXTERIOR PLASTER FINISHES6. METAL PANELS7. METAL SCREEN LOUVERS
8. METAL SCREEN PERFORATED9. FAUX WOOD SIDING10. ARCHITECTURAL CONCRETE
11. DECORATIVE PAVING
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH(20301(R22(Alexan Arcadia.rvt
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A0.00PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
ALEXAN ARCADIA
MIXED USE/MULTI FAMILY HOUSING PROJECT
34 E. SANTA CLARA ST.
ARCADIA CA 91006
PLAN CHECK SUBMITTAL 4
A PROJECT FOR:
ARCADIA APARTMENTS, LLC
TITLE SHEET
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PROJECT SUMMARY
PROJECT DESCRIPTION
OVERALL LOT AREA (LOTS A & B)
GROSS RESIDENTIAL SITE AREA (LOT A)
BUILDING FOOTPRINT (LOT A)
GROSS BUILDING AREA (LOT A)
STORIES ABOVE GRADE
STORIES BELOW GRADE
BUILDING
SETBACKS
ZONING GENERAL PLAN DESIGNATION
MAXIMUM HEIGHT LIMIT**
MINIMUM SET BACK
FLOOR AREA RATIO
TYPE OF CONSTRUCTION***
OFFICE BUILDING ALLOWABLE HEIGHT (CBC TABLE 503 AND SECTION 504.2)
FULLY SPRINKLERED BUILDING WITH NFPA 13 SPRINKLER SYSTEM (SECTION 903.2.11.3)
FIRE ALARM AND DETECTION SYSTEM (SECTION 907.2.2)
ZONING SUMMARY
BUILDING DESCRIPTION
ALLOWED PROPOSED
ALLOWED PROPOSED
NORTH
WEST
SOUTH
EAST
ALLOWED PROPOSED
/
/
/
/
EASEMENT / DEDICATION
EMERGENCY VOICE / ALARM COMMUNICATION SYSTEM (SECTION 907.5.2.2)
OCCUPANCY R(2 APARTMENTS, S(2 SUB GRADE PARKING LEVEL, A(3 AMENITIES
TOTAL RESIDENTIAL UNITS
BASE DENSITY
BASE UNIT COUNTY BEFORE (SB1818)
SB1818 BONUS DENSITY (35%)
MARKET RATE UNIT COUNT
319 UNITS
80 DU/AC MAX
236 UNITS
319 UNITS
293 UNITS
AFFORDABLE UNIT COUNT 11% VLI = 26 UNITS
96,050 SF
79,360 SF
597,002 SF
126,509 SF
8 LEVELS
1.5 LEVELS
5'(0"
2'(0"
2'(0"
5'(0"
8 STORIES ABOVE GRD.1.5 STORIES BELOW GRD.IIIA OVER IA
84'(10 7/8"
0"
.72 (E) COMMERCIAL
85'(0"
DMU, H8 OVERLAY
0"
1.0*
85'(0"
0"
0"
0"
0"
1'(0"
3'(0"
0"
0"
DMU, H8 OVERLAY
PLOT PLAN
WHEELER AVE
E SANTA CLARA STREET
SA
N
T
A
A
N
I
T
A
A
V
E
AL
L
E
Y
LOT A
LOT B
PARKING SUMMARY RESIDENTIAL UNIT SUMMARY
OPEN SPACE PROVIDED
OPEN SPACE TYPE PROVIDED OPEN SPACE AREA
INTERIOR COURTYARD 6,202 SF
POOL COURTYARD 11,097 SF
PRIVATE BALCONY 20,049 SF
PRIVATE PATIO 6,412 SF
ROOF DECK 1,080 SF
44,840 SF
OPEN SPACE REQUIRED
TOTAL OPEN SPACE REQUIRED PER AMC 9102.05.030, TABLE 2(11
REQ'D OPEN SPACE SF
TOTAL UNITS 319 100 SF PER UNIT 31,900 SF
EXISTING NON RESIDENTIAL TO BE REPLACED
OFFICE / BANK 143 SPACES
319 UNITS (.5 SPACES / UNIT REQUIRED)** 160 SPACES
OPEN SPACE SUMMARY
PRIVATE / PUBLIC OPEN SPACE PROVIDED
PROVIDED OPEN SPACE AREA
PUBLIC OPEN SPACE (COURTYARDS AND ROOF DECK)18,390 SF
PRIVATE OPEN SPACE (PRIVATE BALCONIES / PATIOS)26,392 SF
44,782 SF
*INCLUDES 4 SURFACE LEVEL SPACES TO REMAIN ON EXISTING OFFICE SITE
MEDICAL OFFICE 40 SPACES
EXISTING NON RESIDENTIAL PARKING TO BE REPLACED
VAN 1
STANDARD 5
183 SPACES*
REQUIRED ACCESSIBLE (PER CBC 11B 208.2)
REQUIRED EV CAPABLE SPACES (PER CGC TABLE 5.106.5.3.1)
6
EVCS VAN ACCESSIBLE 1
EVCS STANDARD ACCESSIBLE 1
35
EVCS AMBULATORY
REQUIRED RESIDENTIAL
160 SPACES
OWNER PROVIDED CONVENIENCE STALLS
TOTAL REQUIRED RESIDENTIAL PARKING
VAN ACCESSIBLE 1
STANDARD ACCESSIBLE 7
REQUIRED ACCESSIBLE (PER1109A.4 & 1109A.8.6 2%)8
REQUIRED EV CAPABLE SPACES (PER CGC 4.106.4.2 & 4.106.4.2.2 10%)
VAN ACCESSIBLE 10STANDARD ACCESSIBLE
40
232 SPACES
392 SPACESTOTAL RESIDENTIAL PARKING
575 SPACESTOTAL PARKING
PROVIDED PARKING
STALL TYPE SPACES
TOTAL 2 2 6 5 4 4 4 26
B5 UNIT 1 1
B4.b UNIT 1 1 1 1 4
B4.c UNIT 1 1 1 1 1 5
B2 UNIT 2 2 2 2 2 10
A4 UNIT 1 1 2
A3 UNIT 1 1 1 1 4
1.5LEVEL 2NDLEVEL 3RDLEVEL 4THLEVEL 5THLEVEL 6THLEVEL 7THLEVEL TOTAL
AFFORDABLE UNIT MATRIX
NOTE: REFER TO FLOOR PLANS FOR SPECIFIC LOCATION OF AFFORDABLE UNITS
VICINITY PLAN
EVCS ( EV CAPABLE SPACE W/ EVSE 9
0
REQUIRED EV READY SPACES (PER CGC 4.106.4.2.2 25%)
VAN ACCESSIBLE 1
1STANDARD ACCESSIBLE
98
REQUIRED EVCS SPACES (PER CGC 4.106.4.2.2 5%)
VAN ACCESSIBLE 10STANDARD ACCESSIBLE
20
*FAR MAXIMUM APPLICABLE TO NONRESIDENTIAL ONLY
** SECTION 9103.01.050 STRUCTURE HEIGHT SHALL BE MEASURED FROM THE AVERAGE
LEVEL OF THE HIGHEST AND LOWEST EXISTING GRADE ELEVATION POINTS OF THE PORTION OF THE SITE COVERED BY THE BUILDING, TO THE HIGHEST PORTION OF THE ROOF (EXCLUDING CHIMNEYS), EXCEPT AS OTHERWISE SPECIFIED BY THE DEVELOPMENT CODE.
***PER CBC 601 AND 602. REFER TO ASSEMBLY SHEETS FOR CONSTRUCTION FIRE RATINGS
UNIT TYPE DESCRIPTION QTY AVG UNIT GROSS SF TOTAL SF
A1 0 BED / 1 BA 22 573 12606
A2 0 BED / 1 BA 22 583 12826
A3 0 BED / 1 BA 18 543 9774
A3.b 0 BED / 1 BA 1 543 543
A4 0 BED / 1 BA 2 758 1516
B1 1 BED / 1 BA 61 795 48495
B2 1 BED / 1 BA 60 670 40200
B3 1 BED / 1 BA 20 782 15640
B4 1 BED / 1 BA 4 643 2572
B4.b 1 BED / 1 BA 4 653 2612
B4.c 1 BED / 1 BA 5 693 3465
B5 1 BED / 1 BA 5 751 3755
B6 1 BED / 1 BA 5 867 4335
B6.b 1 BED / 1 BA 1 867 867
C1 2 BED / 2 BA 21 1088 22848
C1.b 2 BED / 2 BA 15 1104 16560
C1.c 2 BED / 2 BA 5 1084 5420
C1.d 2 BED / 2 BA 5 1110 5550
C2 2 BED / 2 BA 10 1253 12530
C3 2 BED / 2 BA 10 1185 11850
C3.b 2 BED / 2 BA 5 1241 6205
C4 2 BED / 2 BA 4 1335 5340
C5 2 BED / 2 BA 4 1343 5372
C6 2 BED / 2 BA 1 1390 1390
D1 3 BED / 3 BA 1 1915 1915
LW(1 LIVE(WORK LOFT 8 1945 15560
319 UNITS
TOTAL NON RESIDENTIAL PARKING TO BE PROVIDED 183 SPACES
210 FREEWAY
HUNTINGTON DRIVE
SA
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SITE
OCCUPANT LOAD & EXIT ANALYSIS
NOTE: SEE SHEETS A0.20 ( A0.27
RESIDENTIAL UNIT BREAKDOWN
NO. OF BEDROOMS PER UNIT QUANTITY
STUDIO 65
ONE BEDROOM 165
TWO BEDROOM 80
THREE BEDROOM 1
LIVE(WORK LOFT 8
GROSS BUILDING AREA SUMMARY
BUILDING LEVEL AREA
LEVEL P2 57,571 SF
LEVEL P1 77,474 SF
(S) GROUND LEVEL 76,995 SF
LEVEL 1.5 12,309 SF
LEVEL 2 74,235 SF
LEVEL 3 59,948 SF
LEVEL 4 59,807 SF
LEVEL 5 59,808 SF
LEVEL 6 59,807 SF
LEVEL 7 58,345 SF
TOTAL SF 596,299 SF
BIKE PARKING SUMMARY
BIKE PARKING SUMMARY
TOTAL BIKE PARKING REQUIRED PER AMC 9103.07.150
TOTAL UNITS 319 O.2 SF PER UNIT 64 BIKE STALLS
RESIDENTIAL BIKE PARKING REQUIRED
OFFICE SHORT TERM PARKING 5% OF 183 OFFICE PARKING 10 BIKE STALLS
NON RESIDENTIAL BIKE PARKING REQUIRED
OFFICE LONG TERM PARKING 5% OF 183 OFFICE PARKING 10 BIKE STALLS
TOTAL PARKING REQUIRED 84 BIKE STALLS
**NOTE: ARCADIA DEVELOPMENT CODE GENERALLY REQUIRES 1.5 SPACES PER UNIT AND 1 GUEST SPACE FOR EVERY 3 UNITS. (AMC, § 9103.07.050, TABLE 3 3.) HOWEVER, AB 2345 AMENDED THE DENSITY BONUS LAW TO PROVIDE THAT A CITY MAY NOT REQUIRE MORE THAN 0.5 SPACES PER UNIT, INCLUDING GUEST AND DISABILITY PARKING, FOR A DEVELOPMENT THAT INCLUDES AT LEAST 11% VERY LOW INCOME UNITS, IS WITHIN ONE HALF MILE FROM A MAJOR TRANSIT STOP, AND HAS UNOBSTRUCTED ACCESS TO THAT TRANSIT STOP. (GOV CODE, § 65915, SUBD. (P)(1)(C)(2).) ACCORDINGLY, GIVEN THE PROJECT’S PROVISION OF AFFORDABLE HOUSING AND PROXIMITY TO A MAJOR TRANSIT STOP, FOR 319 UNITS, THE REQUIRED RESIDENTIAL PARKING IS 160 SPACES.
*NOTE: NO LOADING SPACES ARE REQUIRED
PROVIDED PARKING SUMMARY BY TYPE
STALL TYPE COMMERCIAL
138STANDARD
ACCESSIBLE STANDARD
ACCESSIBLE VAN
EVCS
EVCS ACCESSIBLE STANDARD
5
1
9
1
EV READY
EV READY ACCESSIBLE STANDARD
EV CAPABLE
EV CAPABLE ACCESSIBLE VAN
183
N/A
N/A
24
N/A
1EVCS ACCESSIBLE VAN
UNIT GROSS AREAS MEASURED TO OUTSIDE FACE OF EXTERIOR WALLS, CORRIDOR FACE OF CORRIDOR WALLS, AND CENTERLINE OF UNIT DEMISING AND SHAFT WALLS. MEZZANINE AND LOFT AREAS ARE INCLUDED. BALCONIES , DECKS, AND PATIOS ARE EXCLUDED.
BUILDING CODE AREA PER CBC
NOTE: SEE SHEETS A0.30 ( A0.33
EXISTING SURFACE STANDARD 4
LEVEL P2
RESIDENTIAL
STANDARD
STANDARD ACCESSIBLE
EVCS
EV READY
EV CAPABLE
137
80
2
17
28
10
LEVEL P1
COMMERCIAL
STANDARD
80
RESIDENTIAL
STANDARD
ACCESSIBLE STANDARD
EVCS ACCESSIBLE VAN
EV READY
EVCS
EV CAPABLE
8
60
10
110
73
1
189
5
24
EV CAPABLE 4
ACCESSIBLE STANDARD 1
EVCS ACCESSIBLE STANDARD 1
ACCESSIBLE VAN 1
EVCS 2
LEVEL 1
ACCESSIBLE VAN 1
EVCS
EVCS ACCESSIBLE VAN
1
14
RESIDENTIAL
STANDARD
ACCESSIBLE VAN
COMMERCIAL
STANDARD
ACCESSIBLE STANDARD
EV CAPABLE
4
1
15
14
119
1
78
103
EXISTING SURFACE STANDARD 4
LEVEL 2
1
1
STANDARD
ACCESSIBLE VAN
EV READY
EV READY ACCESSIBLE STANDARD
EV CAPABLE
EV CAPABLE ACCESSIBLE VAN
130
44
25
1
RESIDENTIAL
57
EV READY ACCESSIBLE VAN 1
RESIDENTIAL
224
7
3
19
0
392
96
1
39
1
1
N/A
N/AEV READY ACCESSIBLE VAN 1
575 SPACESTOTAL PARKING
RESIDENTIAL PARKING PROVIDED 64 BIKE STALLS
NON(RESIDENTIAL PARKING PROVIDED (12 SHORT TERM; 11 LONG TERM) 23 BIKE STALLS
TOTAL PARKING PROVIDED 87 BIKE STALLS
CERTIFICATIONS
DIG ALERT (811) IS TO BE CONTACTED. COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE
WITH GOVERNMENT CODE 4216 TO BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE.
SIGNATURE TITLE
PRINT NAME DATE
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
269,746 SF
NAME OCCUPANCY CLASSIFICATION AREA LEVEL
ENTRY AND LEASING B 4,228 SF (S) GROUND LEVEL
FITNESS AND FITNESS LOUNGE B 3,640 SF (S) GROUND LEVEL
MAIL AND PARCEL B 1,800 SF (S) GROUND LEVEL
CO(WORKING B 2,207 SF LEVEL 2
KITCHEN AND GAMEROOM B 3,841 SF LEVEL 2
SPEAKEASY B 860 SF LEVEL 2
COMMUNITY ROOM B 867 SF LEVEL 3
SKY DECK COMMUNITY ROOM B 646 SF LEVEL 7
TOTAL SF 18,088 SF
COMMON BUILDING AREAS
2/16/2024
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
2/
2
0
/
2
0
2
4
1
2
:
1
2
:
3
5
P
M
A0.01PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
SHEET INDEX
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
C
A
9
1
0
0
6
MI
X
E
D
U
S
E
/
M
U
L
T
I
F
A
M
I
L
Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
SHEET INDEX
NUMBER NAME I
S
S
U
E
A
N
D
R
E
V
I
S
I
O
N
S
05
/
2
3
/
2
1
E
N
T
I
T
L
E
M
E
N
T
07
/
3
0
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
09
/
2
2
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
0
9
/
3
0
/
2
2
S
C
H
E
M
A
T
I
C
D
E
S
I
G
N
1
1
/
1
1
/
2
2
5
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
1
2
/
2
3
/
2
2
1
0
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
2
/
1
7
/
2
3
5
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
A
T
I
O
N
4
/
2
4
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
8
/
0
7
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2
1
2
/
1
1
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
3
0
2
/
1
6
/
2
4
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
GENERAL VOLUME 01
A0.00 TITLE SHEET ●●●●●●●●●
A0.01 SHEET INDEX ●●●●●●●●
A0.02 SHEET INDEX ●●●●●
A0.03 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES ●●●●●●●●
A0.04.1 TITLE 24 ●●●●
A0.04.2 TITLE 24 ●●●●
A0.04.3 TITLE 24 ●●●●
A0.04.4 TITLE 24 ●●●●
A0.04.5 TITLE 24 ●●●●
A0.04.6 TITLE 24 ●●●●
A0.04.7 TITLE 24 ●●●●
A0.04.8 TITLE 24 ●●●●
A0.04.9 TITLE 24 ●●●●
A0.04.10 TITLE 24 ●●●●
A0.04.11 LEED CHECKLIST ●●●
A0.04.12 LEED CHECKLIST ●●●
A0.05 CONDITIONS OF APPROVAL ●●●●●
A0.06 CONDITIONS OF APPROVAL ●●●●●
A0.11 CALGREEN NONRESIDENTIAL MANDATORY MEASURES ●●●●●●●
A0.11R CALGREEN RESIDENTIAL MANDATORY MEASURES ●●●●●●●
A0.12 CALGREEN FORMS ●●●●●●●
A0.20 EGRESS AND OCCUPANCY PLAN LEVEL P2 ●●●●●●●
A0.21 EGRESS AND OCCUPANCY PLAN LEVEL P1 ●●●●●●●
A0.22 EGRESS AND OCCUPANCY PLAN LEVEL 1 ●●●●●●●
A0.23 EGRESS AND OCCUPANCY PLAN LEVEL 1.5 ●●●●●●●
A0.24 EGRESS AND OCCUPANCY PLAN LEVEL 2 ●●●●●●●
A0.25 EGRESS AND OCCUPANCY PLAN LEVEL 3 ●●●●●●●
A0.26 EGRESS AND OCCUPANCY PLAN LEVEL 4 LEVEL 6 ●●●●●●●
A0.27 EGRESS AND OCCUPANCY PLAN LEVEL 7 ●●●●●●●
A0.30 BUILDING CODE ANALYSIS ALLOWABLE AREA ●●●●●●●
A0.31 BUILDING CODE ANALYSIS ALLOWABLE OPENINGS ●●●●●●●
A0.32 BUILDING CODE ANALYSIS GROSS BUILDING AREA ●●●●●●●
A0.33 GARAGE VENTILATION ●●●●
A0.41 ACCESSIBILITY DETAILS GENERAL ●●●●●●●
A0.42 ACCESSIBILITY DETAILS INTERIOR ●●●●●●●
A0.43 ACCESSIBILITY DETAILS SITE ●●●●●●●
A0.44 ACCESSIBILITY DETAILS VERTICAL CIRCULATION ●●●●●●●
A0.45A ACCESSIBILITY DETAILS DWELLING UNITS ●●●●●●●
A0.45B ACCESSIBILITY DETAILS RESIDENTIAL ●●●●●●●
A0.51 SITE PLAN ●●●●●●●●●
A0.55 FIRE DEPARTMENT ACCESS PLAN ●●●●●●●
A0.61 DETAILS SITE ●●●●●●●
ARCHITECTURAL VOLUME 01
AS1.00 OVERALL LEVEL P2 SLAB PLAN ●●●●●●●
AS1.01 SLAB PLAN LEVEL P2 ZONE 1 ●●●●●●●
AS1.02 SLAB PLAN LEVEL P2 ZONE 2 ●●●●●●●
AS1.03 SLAB PLAN LEVEL P2 ZONE 3 ●●●●●●●
AS1.04 SLAB PLAN LEVEL P2 ZONE 4 ●●●●●●●
AS1.05 OVERALL LEVEL P1 SLAB PLAN ●●●●●●●
AS1.06 SLAB PLAN LEVEL P1 ZONE 1 ●●●●●●●
AS1.07 SLAB PLAN LEVEL P1 ZONE 2 ●●●●●●●
AS1.08 SLAB PLAN LEVEL P1 ZONE 3 ●●●●●●●
AS1.09 SLAB PLAN LEVEL P1 ZONE 4 ●●●●●●●
AS1.10 OVERALL LEVEL 1 SLAB PLAN ●●●●●●●
AS1.11 SLAB PLAN LEVEL 1 ZONE 1 ●●●●●●●
AS1.12 SLAB PLAN LEVEL 1 ZONE 2 ●●●●●●●
AS1.13 SLAB PLAN LEVEL 1 ZONE 3 ●●●●●●●
AS1.14 SLAB PLAN LEVEL 1 ZONE 4 ●●●●●●●
AS1.15 OVERALL LEVEL 1.5 SLAB PLAN ●●●●●●●
AS1.19 SLAB PLAN LEVEL 1.5 ZONE 4 ●●●●●●●
AS1.20 OVERALL LEVEL 2 SLAB PLAN ●●●●●●●
AS1.21 SLAB PLAN LEVEL 2 ZONE 1 ●●●●●●●
AS1.22 SLAB PLAN LEVEL 2 ZONE 2 ●●●●●●●
AS1.23 SLAB PLAN LEVEL 2 ZONE 3 ●●●●●●●
AS1.24 SLAB PLAN LEVEL 2 ZONE 4 ●●●●●●●
AS1.30 OVERALL LEVEL 3 SLAB PLAN ●●●●●●●
AS1.31 SLAB PLAN LEVEL 3 ZONE 1 ●●●●●●●
AS1.32 SLAB PLAN LEVEL 3 ZONE 2 ●●●●●●●
AS1.33 SLAB PLAN LEVEL 3 ZONE 3 ●●●●●●●
AS1.34 SLAB PLAN LEVEL 3 ZONE 4 ●●●●●●●
A1.00 OVERALL P2 FLOOR PLAN ●●●●●●●●●
A1.01 FLOOR PLAN LEVEL P2 ZONE 1 ●●●●●●●●●
A1.02 FLOOR PLAN LEVEL P2 ZONE 2 ●●●●●●●●●
A1.03 FLOOR PLAN LEVEL P2 ZONE 3 ●●●●●●●●●
A1.04 FLOOR PLAN LEVEL P2 ZONE 4 ●●●●●●●●●
A1.05 OVERALL P1 FLOOR PLAN ●●●●●●●●●
A1.06 FLOOR PLAN LEVEL P1 ZONE 1 ●●●●●●●●●
A1.07 FLOOR PLAN LEVEL P1 ZONE 2 ●●●●●●●●●
A1.08 FLOOR PLAN LEVEL P1 ZONE 3 ●●●●●●●●●
A1.09 FLOOR PLAN LEVEL P1 ZONE 4 ●●●●●●●●●
A1.10 OVERALL LEVEL 1 FLOOR PLAN ●●●●●●●●●
A1.11 FLOOR PLAN LEVEL 1 ZONE 1 ●●●●●●●●●
A1.12 FLOOR PLAN LEVEL 1 ZONE 2 ●●●●●●●●●
A1.13 FLOOR PLAN LEVEL 1 ZONE 3 ●●●●●●●●●
A1.14 FLOOR PLAN LEVEL 1 ZONE 4 ●●●●●●●●●
A1.15 OVERALL LEVEL 1.5 FLOOR PLAN ●●●●●●●●●●●
A1.18 FLOOR PLAN LEVEL 1.5 ZONE 3 ●●●●●●●●
A1.19 FLOOR PLAN LEVEL 1.5 ZONE 4 ●●●●●●●●
A1.20 OVERALL LEVEL 2 FLOOR PLAN ●●●●●●●●●
A1.21 FLOOR PLAN LEVEL 2 ZONE 1 ●●●●●●●●●
A1.22 FLOOR PLAN LEVEL 2 ZONE 2 ●●●●●●●●●
A1.23 FLOOR PLAN LEVEL 2 ZONE 3 ●●●●●●●●●
A1.24 FLOOR PLAN LEVEL 2 ZONE 4 ●●●●●●●●●
A1.30 OVERALL LEVEL 3 FLOOR PLAN ●●●●●●●●●
A1.31 FLOOR PLAN LEVEL 3 ZONE 1 ●●●●●●●●●
A1.32 FLOOR PLAN LEVEL 3 ZONE 2 ●●●●●●●●●
A1.33 FLOOR PLAN LEVEL 3 ZONE 3 ●●●●●●●●●
A1.34 FLOOR PLAN LEVEL 3 ZONE 4 ●●●●●●●●●
A1.40 OVERALL LEVEL 4 FLOOR PLAN ●●●●●●●●●
A1.41 FLOOR PLAN LEVEL 4 ZONE 1 ●●●●●●●●●
A1.42 FLOOR PLAN LEVEL 4 ZONE 2 ●●●●●●●●●
A1.43 FLOOR PLAN LEVEL 4 ZONE 3 ●●●●●●●●●
A1.44 FLOOR PLAN LEVEL 4 ZONE 4 ●●●●●●●●●
A1.50 OVERALL LEVEL 5 FLOOR PLAN ●●●●●●●●●
A1.51 FLOOR PLAN LEVEL 5 ZONE 1 ●●●●●●●●●
A1.52 FLOOR PLAN LEVEL 5 ZONE 2 ●●●●●●●●●
A1.53 FLOOR PLAN LEVEL 5 ZONE 3 ●●●●●●●●●
A1.54 FLOOR PLAN LEVEL 5 ZONE 4 ●●●●●●●●●
A1.60 OVERALL LEVEL 6 FLOOR PLAN ●●●●●●●●●
A1.61 FLOOR PLAN LEVEL 6 ZONE 1 ●●●●●●●●●
A1.62 FLOOR PLAN LEVEL 6 ZONE 2 ●●●●●●●●●
A1.63 FLOOR PLAN LEVEL 6 ZONE 3 ●●●●●●●●●
A1.64 FLOOR PLAN LEVEL 6 ZONE 4 ●●●●●●●●●
A1.70 OVERALL LEVEL 7 FLOOR PLAN ●●●●●●●●●
A1.71 FLOOR PLAN LEVEL 7 ZONE 1 ●●●●●●●●●
A1.72 FLOOR PLAN LEVEL 7 ZONE 2 ●●●●●●●●●
A1.73 FLOOR PLAN LEVEL 7 ZONE 3 ●●●●●●●●●
A1.74 FLOOR PLAN LEVEL 7 ZONE 4 ●●●●●●●●●
A1.80 OVERALL ROOF PLAN ●●●●●●●●●
A1.81 FLOOR PLAN ROOF ZONE 1 ●●●●●●●●●
A1.82 FLOOR PLAN ROOF ZONE 2 ●●●●●●●●●
A1.83 FLOOR PLAN ROOF ZONE 3 ●●●●●●●●●
A1.84 FLOOR PLAN ROOF ZONE 4 ●●●●●●●●●
A2.00 OVERALL LEVEL P2 REFLECTED CEILING PLAN ●●●●●●●
A2.01 LEVEL P2 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.02 LEVEL P2 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.03 LEVEL P2 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.04 LEVEL P2 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.05 OVERALL LEVEL P1 REFLECTED CEILING PLAN ●●●●●●●
A2.06 LEVEL P1 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.07 LEVEL P1 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.08 LEVEL P1 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.09 LEVEL P1 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.10 OVERALL LEVEL 1 REFLECTED CEILING PLAN ●●●●●●●
A2.11 LEVEL 1 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.12 LEVEL 1 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.13 LEVEL 1 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.14 LEVEL 1 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.15 OVERALL LEVEL 1.5 REFLECTED CEILING PLAN ●●●●●●●
A2.18 LEVEL 1.5 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.19 LEVEL 1.5 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.20 OVERALL LEVEL 2 REFLECTED CEILING PLAN ●●●●●●●
SHEET INDEX
NUMBER NAME I
S
S
U
E
A
N
D
R
E
V
I
S
I
O
N
S
05
/
2
3
/
2
1
E
N
T
I
T
L
E
M
E
N
T
07
/
3
0
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
09
/
2
2
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
0
9
/
3
0
/
2
2
S
C
H
E
M
A
T
I
C
D
E
S
I
G
N
1
1
/
1
1
/
2
2
5
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
1
2
/
2
3
/
2
2
1
0
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
2
/
1
7
/
2
3
5
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
A
T
I
O
N
4
/
2
4
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
8
/
0
7
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2
1
2
/
1
1
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
3
0
2
/
1
6
/
2
4
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
A2.21 LEVEL 2 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.22 LEVEL 2 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.23 LEVEL 2 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.24 LEVEL 2 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.30 OVERALL LEVEL 3 REFLECTED CEILING PLAN ●●●●●●●
A2.31 LEVEL 3 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.32 LEVEL 3 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.33 LEVEL 3 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.34 LEVEL 3 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.40 OVERALL LEVEL 4 REFLECTED CEILING PLAN ●●●●●●●
A2.41 LEVEL 4 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.42 LEVEL 4 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.43 LEVEL 4 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.44 LEVEL 4 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.50 OVERALL LEVEL 5 REFLECTED CEILING PLAN ●●●●●●●
A2.51 LEVEL 5 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.52 LEVEL 5 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.53 LEVEL 5 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.54 LEVEL 5 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.60 OVERALL LEVEL 6 REFLECTED CEILING PLAN ●●●●●●●
A2.61 LEVEL 6 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.62 LEVEL 6 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.63 LEVEL 6 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.64 LEVEL 6 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A2.70 OVERALL LEVEL 7 REFLECTED CEILING PLAN ●●●●●●●
A2.71 LEVEL 7 ZONE 1 REFLECTED CEILING PLAN ●●●●●●●
A2.72 LEVEL 7 ZONE 2 REFLECTED CEILING PLAN ●●●●●●●
A2.73 LEVEL 7 ZONE 3 REFLECTED CEILING PLAN ●●●●●●●
A2.74 LEVEL 7 ZONE 4 REFLECTED CEILING PLAN ●●●●●●●
A3.01 OVERALL EXTERIOR ELEVATIONS ●●●●●●●●●
A3.01A EXTERIOR ELEVATIONS ●●●●●●●●
A3.01B EXTERIOR ELEVATIONS ●●●●●●●●
A3.01C EXTERIOR ELEVATIONS ●●●●●●●●
A3.01D EXTERIOR ELEVATIONS ●●●●●●●●
A3.02 OVERALL EXTERIOR ELEVATIONS ●●●●●●●●●
A3.02A EXTERIOR ELEVATIONS ●●●●●●●●
A3.02B EXTERIOR ELEVATIONS ●●●●●●●●
A3.02C EXTERIOR ELEVATIONS ●●●●●●●●
A3.02D EXTERIOR ELEVATIONS ●●●●●●●●
A3.03 OVERALL EXTERIOR ELEVATIONS ●●●●●●●●
A3.03A EXTERIOR ELEVATIONS ●●●●●●
A3.03B EXTERIOR ELEVATIONS ●●●●●●
A4.01 SECTIONS BUILDING ●●●●●●●●●
A4.02 SECTIONS BUILDING ●●●●●●●●●
A4.03 SECTIONS BUILDING ●●●●●●●●●
A4.10 SECTIONS WALL NORTH ●●●●●●●
A4.11 SECTIONS WALL NORTH ●●●●●●●
A4.12 SECTIONS WALL WEST ●●●
A4.13 SECTIONS WALL WEST ●●●
A4.14 SECTIONS WALL SOUTH ●●●●
A4.15 SECTIONS WALL SOUTH ●●●●●●●
A4.16 SECTIONS WALL EAST ●●●●●●●
A4.17 SECTIONS WALL EAST ●●●
A4.18 SECTIONS WALL COURTYARD ●●●
A4.19 SECTIONS WALL COURTYARD ●●●●●●●
A5.01A STAIR 1 PLANS ●●●●●●●
A5.01B STAIR 1 SECTIONS ●●●●●●●
A5.02A STAIR 2 PLANS ●●●●●●●
A5.02B STAIR 2 SECTIONS ●●●●●●●
A5.03A STAIR 3 PLANS ●●●●●●●
A5.03B STAIR 3 SECTIONS ●●●●●●●
A5.04A STAIR 4 PLANS ●●●●●●●
A5.04B STAIR 4 SECTIONS ●●●●●●●
A5.05 STAIR 5 PLANS AND SECTIONS ●●●●●●●
A5.06A STAIR 6 PLANS AND SECTIONS ●●●●●●●
A5.06B STAIR 6 SECTIONS ●●●●●●●
A5.07 STAIR 7 PLANS AND SECTIONS ●●●●●●●
A5.09 RAMP & STAIR PLANS AND SECTIONS ●●●●●●
A5.10 RAMP PLANS AND SECTIONS ●●●●●●●
A5.11 ELEVATOR 1 PLANS AND SECTIONS ●●●●●●●
A5.12 ELEVATOR 2 PLANS AND SECTIONS ●●●●●●●
A5.13 ELEVATOR 3 PLANS AND SECTIONS ●●●●●●●
A5.21A TRASH ROOM 1 PLANS AND SECTIONS ●●●●●●●
A5.21B TRASH ROOM 1 SECTIONS ●●●
A5.22 TRASH ROOM 2 PLANS AND SECTIONS ●●●●●●●
A6.01 ENLARGED UNIT PLANS A1 + A2 ●●●●●●●●●
A6.02 ENLARGED UNIT PLANS A3 + A4 ●●●●●●●●●
A6.03 ENLARGED UNIT PLANS B1 + B2 + B3 ●●●●●●●●●
A6.04 ENLARGED UNIT PLANS B4 ●●●●●●●●●
A6.05 ENLARGED UNIT PLANS B5 + B6 ●●●●●●●●●
A6.06 ENLARGED UNIT PLANS C1 ●●●●●●●●●
A6.07 ENLARGED UNIT PLANS C1.d + C2 ●●●●●●●●●
A6.08 ENLARGED UNIT PLANS C3 ●●●●●●●●●
A6.09 ENLARGED UNIT PLANS C4 ●●●●●●●●●
A6.10 ENLARGED UNIT PLANS C5 + C6 ●●●●●●●●●
A6.11 ENLARGED UNIT PLANS D1 ●●●●
A6.12 ENLARGED UNIT PLANS LIVE WORK ●●●●●●●●●
A6.20 ENLARGED BATHROOM PLANS A UNITS ●●●●●●●
A6.21 ENLARGED BATHROOM PLANS B1 + B2 UNITS ●●●●●●●
A6.22 ENLARGED BATHROOM PLANS B3 + B4 UNITS ●●●●●●●
A6.23 ENLARGED BATHROOM PLANS B5 + B6 UNITS ●●●●●●●
A6.24 ENLARGED BATHROOM PLANS C1 UNITS ●●●●●●●
A6.25 ENLARGED BATHROOM PLANS C2 UNITS ●●●●●●●
A6.26 ENLARGED BATHROOM PLANS C3 UNITS ●●●●●●●
A6.27 ENLARGED BATHROOM PLANS C4 UNITS ●●●●●●●
A6.28 ENLARGED BATHROOM PLANS C5 + LW UNITS ●●●●●●●
A6.29 ENLARGED BATHROOM PLANS D1 UNIT ●●●●
A6.30 ENLARGED KITCHEN PLANS A UNITS ●●●●●●●
A6.31 ENLARGED KITCHEN PLANS B1 + B2 UNITS ●●●●●●●
A6.32 ENLARGED KITCHEN PLANS B3 + B4 UNITS ●●●●●●●
A6.33 ENLARGED KITCHEN PLANS B5 + B6 UNITS ●●●●●●●
A6.34 ENLARGED KITCHEN PLANS C1 + C2 UNITS ●●●●●●●
A6.35 ENLARGED KITCHEN PLANS C3 + C4 UNITS ●●●●●●●
A6.36 ENLARGED KITCHEN PLANS C5 + C6 UNITS ●●●●●●●
A6.37 ENLARGED KITCHEN PLANS LW+ D1 UNITS ●●●●●●●
A6.38 ENLARGED KITCHEN PLANS ISLANDS ●●●●●●●
A6.40 ENLARGED BALCONY PLANS ●●●●
A6.41 ENLARGED BALCONY PLANS ●●●●
A6.42 ENLARGED BALCONY PLANS ●●●●
A6.43 ENLARGED BALCONY PLANS ●●●●
A6.50 ENLARGED GENERATOR ROOM PLANS ●●●●●
A6.51 ENLARGED POOL AND RESTROOMS ●●●●●●●
A6.52 ENLARGED VEHICLE ENTRIES ●●●●●●●
A6.61 ENLARGED PERFORATED METAL SCREEN ●●
A6.62 ENLARGED PERFORATED METAL SCREEN DETAILS ●●
A8.01 ASSEMBLIES WALL TYPES ●●●●●●
A8.02 ASSEMBLIES WALL TYPES ●●●●●●
A8.03 ASSEMBLIES HORIZONTAL TYPES ●●●●●●
A8.04 ASSEMBLIES HORIZONTAL TYPES ●●●●●●
A8.05 DETAILS FIRE RATED PENETRATION DETAILS ●●●●●●●
A8.06 FIRE BLOCKING/DRAFT STOPPING NOTES AND DETAILS ●●●●●●●
A8.07 UL REPORT INTUMESCENT PAINT ●●●●●●●
A8.10 DETAILS GENERAL (INCLUDES TYVEK)●●
A8.12 DETAILS ELEVATOR ●●●●●●
A8.13 DETAILS TRASH RM ●●●●●●
A8.50 DETAILS SHOWER ●●●
A8.51 DETAILS STAIR ●●●●●●
A8.52 DETAILS STAIR ●●●●●●
A8.54 DETAILS INTERIOR MILLWORK ●●●●●●
A8.63 DETAILS FIRE RATED CONSTRUCTION ●●●●●●
A8.64 DETAILS FIRE RATED CONSTRUCTION ●●●●●●
A8.65 DETAILS FIRE RATED CONSTRUCTION ●●●●●●
A8.71 DETAILS THERMAL & MOISTURE PROTECTION ●●●●●●
A8.72 DETAILS THERMAL & MOISTURE PROTECTION (INCLUDES TYVEK)●●●●●●
A8.73 DETAILS THERMAL & MOISTURE PROTECTION (INCLUDES TYVEK)●●●●●●
A8.74 DETAILS THERMAL & MOISTURE PROTECTION (INCLUDES TYVEK)●●●●●●
A8.81 DETAILS OPENING (INCLUDES TYVEK)●●●●●●
A8.82 DETAILS OPENING (INCLUDES TYVEK)●●●●●●
A8.83 DETAILS OPENINGS STOREFRONT (INCLUDES TYVEK)●●●●
A8.84 DETAILS OPENINGS WINDOWS (INCLUDES TYVEK)●●●●●
A9.01 STOREFRONT SCHEDULE AND TYPES ●●●●●●●
A9.03 WINDOW AND LOUVER SCHEDULE AND TYPES ●●●●●●
A9.11 DOOR SCHEDULE ●●●●●●●
A9.12 DOOR TYPES ●●●●●●
SHEET INDEXSHEET INDEX
NUMBER NAME I
S
S
U
E
A
N
D
R
E
V
I
S
I
O
N
S
05
/
2
3
/
2
1
E
N
T
I
T
L
E
M
E
N
T
07
/
3
0
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
09
/
2
2
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
0
9
/
3
0
/
2
2
S
C
H
E
M
A
T
I
C
D
E
S
I
G
N
1
1
/
1
1
/
2
2
5
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
1
2
/
2
3
/
2
2
1
0
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
2
/
1
7
/
2
3
5
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
A
T
I
O
N
4
/
2
4
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
8
/
0
7
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2
1
2
/
1
1
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
3
0
2
/
1
6
/
2
4
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
INTERIORS VOLUME 01
ID0.01 COVER SHEET ●●●●●●●
ID0.10 INTERIOR FINISH SCHEDULE ●●●●●●●
ID0.11 INTERIOR FINISH SCHEDULE CONT.●●●●●●●
ID0.12 INTERIOR FINISH SCHEDULE CONT.●●●●●●●
ID0.13 INTERIOR DECORATIVE LIGHTING SCHEDULE ●●●●●●●
ID0.14 INTERIOR EQUIPMENT, PLUMBING AND RESTROOM ACCESSORYSCHEDULE ●●●●●●●
ID0.15 INTERIOR HARDWARE SCHEDULE ●●●●●●●
ID1.01 OVERALL LEVEL P2 FINISH PLAN ●●●●●●●
ID1.02 OVERALL LEVEL P1 FINISH PLAN ●●●●●●●
ID1.03 OVERALL LEVEL 1 FINISH PLAN ●●●●●●●
ID1.04 OVERALL LEVEL 1.5 FINISH PLAN ●●●●●●●
ID1.05 OVERALL LEVEL 2 FINISH PLAN ●●●●●●●
ID1.06 OVERALL LEVEL 3 FINISH PLAN ●●●●●●●
ID1.07 OVERALL LEVEL 4,5,6 FINISH PLAN ●●●●●●●
ID1.08 OVERALL LEVEL 7 FINISH PLAN ●●●●●●●
ID2.00 ENLARGED LEVEL 1 AMENITY DIMENSION PLAN NORTH EAST ●●●●
ID2.01 ENLARGED LEVEL 1 AMENITY FF&E FLOOR PLAN NORTH EAST ●●●●●●●
ID2.02 ENLARGED LEVEL 1 AMENITY FINISH PLAN NORTH EAST ●●●●●●●
ID2.03 ENLARGED LEVEL 1 AMENITY POWER PLAN NORTH EAST ●●●●●●●
ID2.04 ENLARGED LEVEL 1 AMENITY RCP NORTH EAST ●●●●●●●
ID2.05 LEVEL 1 AMENITY INTERIOR ELEVATIONS LOUNGE/LOBBY ●●●●●●●
ID2.06 LEVEL 1 AMENITY INTERIOR ELEVATIONS LOUNGE/LOBBY ●●●●●●●
ID2.07 LEVEL 1 AMENITY INTERIOR ELEVATIONS LEASING LOUNGE & CONF.ROOM ●●●●●●
ID2.08 LEVEL 1 AMENITY INTERIOR ELEVATIONS LEASING LOUNGE & OFFICES ●●●●●●
ID2.09 LEVEL 1 AMENITY INTERIOR ELEVATIONS BREAK RM & LEASING CORR.●●●●●●
ID2.10 ENLARGED LEVEL 1 AMENITY DIMENSION PLAN NORTH WEST ●●●●
ID2.11 ENLARGED LEVEL 1 AMENITY FF&E FLOOR PLAN NORTH WEST ●●●●●●●
ID2.12 ENLARGED LEVEL 1 AMENITY FINISH PLAN NORTH WEST ●●●●●●●
ID2.13 ENLARGED LEVEL 1 AMENITY POWER PLAN NORTH WEST ●●●●●●●
ID2.14 ENLARGED LEVEL 1 AMENITY RCP NORTH WEST ●●●●●●●
ID2.15 LEVEL 1 AMENITY INTERIOR ELEVATIONS MAILROOM/FITNESS LOUNGE ●●●●●●●
ID2.16 LEVEL 1 AMENITY INTERIOR ELEVATIONS PARCEL ROOM & AMAZONLOCKERS ●●●●●●●
ID2.17 LEVEL 1 AMENITY INTERIOR ELEVATIONS FITNESS ●●●●●●●
ID2.18 LEVEL 1 AMENITY INTERIOR ELEVATIONS FITNESS ●●●●●●
ID2.20 ENLARGED LEVEL 1 AMENITY RESTROOM PLANS & ELEVATIONS NORTHEAST ●●●●●●●
ID2.21 ENLARGED LEVEL 1 AMENITY RESTROOM PLANS & ELEVATIONS NORTHWEST ●●●●●●●
ID2.22 ENLARGED LEVEL 1.5 AMENITY PLANS & ELEVATIONS PET SPA ●●●●●●
ID3.00 ENLARGED LEVEL 2 AMENITY DIMENSION PLAN NORTH EAST ●●●●
ID3.01 ENLARGED LEVEL 2 AMENITY FF&E FLOOR PLAN NORTH EAST ●●●●●●●
ID3.02 ENLARGED LEVEL 2 AMENITY FINISH PLAN NORTH EAST ●●●●●●●
ID3.03 ENLARGED LEVEL 2 AMENITY POWER PLAN NORTH EAST ●●●●●●●
ID3.04 ENLARGED LEVEL 2 AMENITY RCP NORTH EAST ●●●●●●●
ID3.05 LEVEL 2 AMENITY INTERIOR ELEVATIONS CO WORKING ●●●●●●●
ID3.06 LEVEL 2 AMENITY INTERIOR ELEVS. PHONE RM & SMALL CONF. RM ●●●●●●●
ID3.07 LEVEL 2 AMENITY INTERIOR ELEVATIONS KITCHENETTE ●●●●●●●
ID3.10 ENLARGED LEVEL 2 AMENITY DIMENSION PLAN NORTH EAST ●●●●
ID3.11 ENLARGED LEVEL 2 AMENITY FF&E FLOOR PLAN NORTH WEST ●●●●●●●
ID3.12 ENLARGED LEVEL 2 AMENITY FINISH PLAN NORTH WEST ●●●●●●●
ID3.13 ENLARGED LEVEL 2 AMENITY POWER PLAN NORTH WEST ●●●●●●●
ID3.14 ENLARGED LEVEL 2 AMENITY RCP NORTH WEST ●●●●●●●
ID3.15 LEVEL 2 AMENITY INTERIOR ELEVATIONS GAME & SCREEN ROOM ●●●●●●●
ID3.16 LEVEL 2 AMENITY INTERIOR ELEVATIONS SPEAKEASY ●●●●●●●
ID3.17 LEVEL 2 AMENITY INTERIOR ELEVATIONS PERCH ●●●●●●●
ID3.21 ENLARGED LEVEL 2 AMENITY RESTROOMS PLANS ●●●●●●●
ID3.22 LEVEL 2 AMENITY INTERIOR ELEVATIONS RESTROOMS ●●●●●●●
ID3.31 ENLARGED LEVEL 2 EAST ELEVATOR LOBBY & BIKE ROOM FF&E &FINISH PLANS ●●●●●●●
ID3.32 ENLARGED LEVEL 2 EAST ELEVATOR LOBBY & BIKE ROOM POWER PLAN& RCP ●●●●●●●
ID3.33 ENLARGED LEVEL 2 EAST ELEVATOR LOBBY & BIKE ROOM INTERIORELEVATIONS ●●●●●●●
ID4.01 ENLARGED LEVEL 3 COMMUNITY ROOM PLANS ●●●●●●●
ID4.02 LEVEL 3 AMENITY INTERIOR ELEVATIONS COMMUNITY ROOM ●●●●●●●
ID4.11 ENLARGED LEVEL 3 RESTROOM & SHOWER PLANS ●●●●●●●
ID4.12 LEVEL 3 AMENITY RESTROOM & SHOWER INTERIOR ELEVATIONS ●●●●
ID4.21 ENLARGED LEVEL 7 SKY DECK FF&E & FINISH PLANS ●●●●●●●
ID4.22 ENLARGED LEVEL 7 SKY DECK POWER PLAN & RCP ●●●●●●●
ID4.23 LEVEL 7 AMENITY INTERIOR ELEVATIONS SKY DECK ●●●●●●●
ID4.31 ENLARGED LEVEL 7 SKY DECK RESTROOM PLANS AND ELEVATIONS ●●●●●●●
ID6.01 TYPICAL ELEVATOR & STAIR #1 LVL P1 & P2 PLANS & ELEVATIONS ●●●●●●●
ID6.02 TYPICAL ELEVATOR & STAIR #1 LVL 3 7 PLANS & ELEVATIONS ●●●●
ID6.03 TYPICAL ELEVATOR #2 & STAIR #5 LEVEL P1 & P2 PLANS & ELEVATIONS ●●●●●●●
ID6.04 ELEVATOR & STAIR #2 & STAIR #5 LEVEL 1 PLANS & ELEVATIONS ●●●
ID6.05 ELEVATOR & STAIR #2 LEVEL 2 PLANS & ELEVATIONS ●●●●
ID6.06 TYPICAL ELEVATOR & STAIR #2 LEVEL 3 7 PLANS & ELEVATIONS ●●●●●●●
ID6.07 TYPICAL ELEVATOR & STAIR #3 LEVEL P1 & P2 PLANS & ELEVATIONS ●●●●●●●
ID6.08 ELEVATOR & STAIR #3 LEVEL 1 LOBBY PLANS ●●●●●●●
ID6.09 ELEVATOR & STAIR #3 LEVEL 1 LOBBY ELEVATIONS ●●●●●●●
ID6.10 ELEVATOR # 3 LEVEL 1.5 PLANS & ELEVATIONS ●●●●●●
ID6.11 TYPICAL ELEVATOR & STAIR #3 LEVEL 3 6 PLANS & ELEVATIONS ●●●●
ID6.12 ELEVATOR & STAIR #3 LEVEL 7 LOBBY ELEVATIONS ●●●●●●●
ID7.01 INTERIOR DETAILS FLOOR & OPENINGS ●●●●●
ID7.02 INTERIOR DETAILS FLOOR & OPENINGS CONT.●●●●●●
ID7.11 INTERIOR DETAILS CEILINGS ●●●●●●
ID7.21 INTERIOR DETAILS WALL ●●●●●●
ID7.31 INTERIOR DETAILS MILLWORK ●●●●●●
ID7.32 INTERIOR DETAILS MILLWORK ●●●●
ID7.41 INTERIOR DETAILS LOUNGE/LOBBY, CONF. RM & LEASING CORRIDOR ●●●●
ID7.42 INTERIOR DETAILS MILLWORK MAIL LOUNGE, FITNESS & PET SPA ●●●●
ID7.51 INTERIOR DETAILS MILLWORK CO WORKING ●●●●
ID7.52 INTERIOR DETAILS MILLWORK CO WORKING & KITCHENETTE ●●●●
ID7.53 INTERIOR DETAILS MILLWORK GAME & SCREEN ROOM, SPEAKEASY ●●●●
ID7.54 INTERIOR DETAILS MILLWORK SPEAKEASY & PERCH ●●●●
ID7.61 INTERIOR DETAILS MILLWORK COMMUNITY ROOM ●●●●
ID7.71 INTERIOR DETAILS MILLWORK SKYDECK ●●●●
ID7.81 INTERIOR DETAILS TILE DIAGRAMS ●●●●
STRUCTURAL VOLUME 02
S0.00 SHEET INDEX ●●●●●●●●
S0.01 GENERAL NOTES ●●●●●●●●
S0.02 GENERAL NOTES ●●●●●●●●
S0.03 GENERAL NOTES ●●●●●●●●
S0.11 TYPICAL DETAILS CONCRETE ●●●●●●●●
S0.12 TYPICAL DETAILS CONCRETE ●●●●●●●●
S0.13 TYPICAL DETAILS CONCRETE ●●●●●●●●
S0.21 TYPICAL DETAILS MASONRY ●●●●●●●●
S0.22 TYPICAL DETAILS MASONRY ●●●●●●●●
S0.31 TYPICAL DETAILS STEEL ●●●●●●●●
S0.32 TYPICAL DETAILS STEEL ●●●●●●●●
S0.41 TYPICAL DETAILS WOOD ●●●●●●●●
S0.42 TYPICAL DETAILS WOOD ●●●●●●●●
S0.43 TYPICAL DETAILS WOOD ●●●●●●●●
S0.44 TYPICAL DETAILS WOOD ●●●●●●●●
S0.45 TYPICAL DETAILS WOOD ●●●●●●●●
S0.46 TYPICAL DETAILS WOOD ●●●●●●●●
S0.47 TYPICAL DETAILS WOOD ●●●●●●●●
S0.51 TYPICAL DETAILS ELEVATOR ●●●●●●●●
S0.61 TYPICAL DETAILS WOOD SHEAR WALL ●●●●●●●●
S0.62 TYPICAL DETAILS WOOD SHEAR WALL ●●●●●●●●
S0.63 TYPICAL DETAILS WOOD SHEAR WALL ●●●●●●●●
S0.71 TYPICAL ANCHOR IN CONCRETE & SECTIONS ●●●●●●●●
S0.81 TYPICAL CFS DETAILS ●●●●●●●●
S0.82 TYPICAL CFS DETAILS ●●●●●●●●
S0.83 TYPICAL CFS DETAILS ●●●●●●●●
S0.84 TYPICAL CFS DETAILS ●●●●●●●●
S0.85 TYPICAL CFS DETAILS ●●●●●●●●
S0.86 TYPICAL CFS DETAILS ●●●●●●●●
S0.87 TYPICAL CFS DETAILS ●●●●●●●●
S0.88 GUARDRAIL AND MISC. DETAILS ●●●●●●●●
ATS 1 SIMPSON STRONG TIE ATS DRAWINGS ●●●●●●●●
ATS 2 SIMPSON STRONG TIE ATS DRAWINGS ●●●●●●●●
ATS 3 SIMPSON STRONG TIE ATS DRAWINGS ●●●●●●●●●
ATS 4 SIMPSON STRONG TIE ATS DRAWINGS ●●●●●●●●
S1.00 LEVEL P2 OVERALL FLOOR PLAN ●●●●●●●●
S1.01 LEVEL P2 ZONE 1 Foundation Plan ●●●●●●●●
S1.02 LEVEL P2 ZONE 2 Foundation Plan ●●●●●●●●
S1.03 LEVEL P2 ZONE 3 Foundation Plan ●●●●●●●●
S1.04 LEVEL P2 ZONE 4 Foundation Plan ●●●●●●●●
NUMBER NAME I
S
S
U
E
A
N
D
R
E
V
I
S
I
O
N
S
05
/
2
3
/
2
1
E
N
T
I
T
L
E
M
E
N
T
07
/
3
0
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
09
/
2
2
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
0
9
/
3
0
/
2
2
S
C
H
E
M
A
T
I
C
D
E
S
I
G
N
1
1
/
1
1
/
2
2
5
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
1
2
/
2
3
/
2
2
1
0
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
2
/
1
7
/
2
3
5
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
A
T
I
O
N
4
/
2
4
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
8
/
0
7
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2
1
2
/
1
1
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
3
0
2
/
1
6
/
2
4
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
S1.05 LEVEL P1 OVERALL FLOOR PLAN ●●●●●●●●
S1.06 LEVEL P1 ZONE 1 Framing Plan ●●●●●●●●
S1.06A LEVEL P1 ZONE 1 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.06B LEVEL P1 ZONE 1 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.07 LEVEL P1 ZONE 2 Framing Plan ●●●●●●●●
S1.07A LEVEL P1 ZONE 2 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.07B LEVEL P1 ZONE 2 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.08 LEVEL P1 ZONE 3 Framing Plan ●●●●●●●●
S1.08A LEVEL P1 ZONE 3 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.08B LEVEL P1 ZONE 3 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.09 LEVEL P1 ZONE 4 Framing Plan ●●●●●●●●
S1.09A LEVEL P1 ZONE 4 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.09B LEVEL P1 ZONE 4 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.10 LEVEL 1 OVERALL FLOOR PLAN ●●●●●●●●
S1.11 LEVEL 1 ZONE 1 Framing Plan ●●●●●●●●
S1.11A LEVEL 1 ZONE 1 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.11B LEVEL 1 ZONE 1 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.12 LEVEL 1 ZONE 2 Framing Plan ●●●●●●●●
S1.12A LEVEL 1 ZONE 2 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.12B LEVEL 1 ZONE 2 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.13 LEVEL 1 ZONE 3 Framing Plan ●●●●●●●●
S1.13A LEVEL 1 ZONE 3 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.13B LEVEL 1 ZONE 3 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.14 LEVEL 1 ZONE 4 Framing Plan ●●●●●●●●
S1.14A LEVEL 1 ZONE 4 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.14B LEVEL 1 ZONE 4 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.15 LEVEL 1.5 OVERALL FLOOR PLAN ●●●●●●●●
S1.18 LEVEL 1.5 ZONE 3 Framing Plan ●●●●●●●●
S1.19 LEVEL 1.5 ZONE 4 Framing Plan ●●●●●●●●
S1.19A MEZZANINE ADDITIONAL REINFORCING PLANS ●●●●●●●●
S1.20 LEVEL 2 OVERALL FLOOR PLAN ●●●●●●●●
S1.21 LEVEL 2 ZONE 1 Framing Plan ●●●●●●●●
S1.21A LEVEL 2 ZONE 1 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.21B LEVEL 2 ZONE 1 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.22 LEVEL 2 ZONE 2 Framing Plan ●●●●●●●●
S1.22A LEVEL 2 ZONE 2 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.22B LEVEL 2 ZONE 2 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.23 LEVEL 2 ZONE 3 Framing Plan ●●●●●●●●
S1.23A LEVEL 2 ZONE 3 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.23B LEVEL 2 ZONE 3 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.24 LEVEL 2 ZONE 4 Framing Plan ●●●●●●●●
S1.24A LEVEL 2 ZONE 4 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.24B LEVEL 2 ZONE 4 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.30 LEVEL 3 OVERALL FLOOR PLAN ●●●●●●●●
S1.31 LEVEL 3 ZONE 1 Framing Plan ●●●●●●●●
S1.31A LEVEL 3 ZONE 1 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.31B LEVEL 3 ZONE 1 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.31C LEVEL 3 ZONE 1 TIE DOWN AND SHEAR WALL ●●●●●●●●
S1.32 LEVEL 3 ZONE 2 Framing Plan ●●●●●●●●
S1.32A LEVEL 3 ZONE 2 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.32B LEVEL 3 ZONE 2 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.32C LEVEL 3 ZONE 2 TIE DOWN AND SHEAR WALL ●●●●●●●●
S1.33 LEVEL 3 ZONE 3 Framing Plan ●●●●●●●●
S1.33A LEVEL 3 ZONE 3 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.33B LEVEL 3 ZONE 3 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.33C LEVEL 3 ZONE 3 TIE DOWN AND SHEAR WALL ●●●●●●●●
S1.34 LEVEL 3 ZONE 4 Framing Plan ●●●●●●●●
S1.34A LEVEL 3 ZONE 4 ADDITIONAL REINF NORTH SOUTH ●●●●●●●●
S1.34B LEVEL 3 ZONE 4 ADDITIONAL REINF EAST WEST ●●●●●●●●
S1.34C LEVEL 3 ZONE 4 TIE DOWN AND SHEAR WALL ●●●●●●●●
S1.40 LEVEL 4 OVERALL FLOOR PLAN ●●●●●●●●
S1.41 LEVEL 4 ZONE 1 Transfer Framing Plan ●●●●●●●●
S1.42 LEVEL 4 ZONE 2 Transfer Framing Plan ●●●●●●●●
S1.43 LEVEL 4 ZONE 3 Transfer Framing Plan ●●●●●●●●
S1.44 LEVEL 4 ZONE 4 Transfer Framing Plan ●●●●●●●●
S1.50 LEVEL 5 7 OVERALL TYPICAL FRAMING PLAN ●●●●●●●●
S1.51 LEVEL 5 7 ZONE 1 Typical Framing Plan ●●●●●●●●
S1.52 LEVEL 5 7 ZONE 2 Typical Framing Plan ●●●●●●●●
S1.53 LEVEL 5 7 ZONE 3 Typical Framing Plan ●●●●●●●●
S1.54 LEVEL 5 7 ZONE 4 Typical Framing Plan ●●●●●●●●
S1.70 LEVEL 7 OVERALL FLOOR PLAN ●●●●●●●●
S1.73 LEVEL 7 ZONE 3 Transfer Framing Plan ●●●●●●●●
S1.80 ROOF LEVEL OVERALL FLOOR PLAN ●●●●●●●●
S1.81 ROOF LEVEL ZONE 1 Framing Plan ●●●●●●●●
S1.82 ROOF LEVEL ZONE 2 Framing Plan ●●●●●●●●
S1.83 ROOF LEVEL ZONE 3 Framing Plan ●●●●●●●●
S1.84 ROOF LEVEL ZONE 4 Framing Plan ●●●●●●●●
S3.01 BASEMENT WALL SECTIONS ●●●●●●●●
S3.11 TWO WAY SLAB DETAILS ●●●●●●●●
S3.12 TWO WAY SLAB DETAILS ●●●●●●●●
S3.13 ONE WAY SLAB DETAILS ●●●●●●●●
S3.21 CONCRETE SHEAR WALL DETAILS ●●●●●●●●
S3.22 CONCRETE SPANDREL SCHEDULE & DETAILS ●●●●●●●●
S3.31 CONCRETE COLUMN SCHEDULE AND DETAILS ●●●●●●●●
S3.32 CONCRETE COLUMN SCHEDULE AND DETAILS ●●●●●●●●
S3.41 CONCRETE BEAM SCHEDULE AND DETAILS ●●●●●●●●
S3.42 CONCRETE BEAM SECTIONS AND DETAILS ●●●●●●●●
S3.51 CONCRETE SECTIONS AND DETAILS ●●●●●●●●
S3.52 CONCRETE SECTIONS & DETAILS ●●●●●●●●
S4.01 TYPICAL WOOD FLOOR DETAILS ●●●●●●●●
S4.02 TYPICAL WOOD FLOOR DETAILS ●●●●●●●●
S4.11 TYPICAL WOOD ROOF DETAILS ●●●●●●●●
S4.12 TYPICAL WOOD DETAILS ●●●●●●●●
S4.13 TYPICAL WOOD DETAILS ●●●●●●●●
S4.21 TYPICAL ROOF TIEBACK DETAILS ●●●●●●●●
S5.01 TYPICAL METAL STUD DETAILS ●●●●●●●●
S5.02 TYPICAL METAL STUD DETAILS ●●●●●●●●
S6.01 MISC. LANDSCAPE DETAILS ●●●●●●●●
S6.02 MISC. LANDSCAPE DETAILS ●●●●●●●●
MECHANICAL VOLUME 02
M001 SPECIFICATIONS ●●●●●●●●●●●
M002 SCHEDULES, LEGENDS ●●●●●●●●●●●
M003 SCHEDULES, LEGENDS ●●●●●●●●●●●
M201 LEVEL P2 FLOOR PLAN ●●●●●●●●●●●
M202 LEVEL P1 FLOOR PLAN ●●●●●●●●●●●
M203 LEVEL 1 FLOOR PLAN ●●●●●●●●
M204 LEVEL 1.5 FLOOR PLAN ●●●●●●●●●●●
M205 LEVEL 2 FLOOR PLAN ●●●●●●●●●●●
M206 LEVEL 3 FLOOR PLAN ●●●●●●●●●●●
M207 LEVEL 4 FLOOR PLAN ●●●●●●●●●●●
M208 LEVEL 5 FLOOR PLAN ●●●●●●●●●●●
M209 LEVEL 6 FLOOR PLAN ●●●●●●●●●●●
M210 LEVEL 7 FLOOR PLAN ●●●●●●●●●●●
M211 ROOF LEVEL FLOOR PLAN ●●●●●●●●●●●
M212 PARTIAL ROOF PLAN ●●●●●●●●●●●
M213 PARTIAL ROOF PLAN ●●●●●●●●●●●
M214 LEVEL 1 UNITS ON BUILDING ●●●●●●●●●●●
M215 LEVEL 1.5 UNITS ON BUILDING ●●●●●●●●●●●
M216 LEVEL 2 UNITS ON BUILDING ●●●●●●●●●●●
M217 LEVEL 3 UNITS ON BUILDING ●●●●●●●●●●●
M218 LEVEL 4 7 UNITS ON BUILDING ●●●●●●●●●●●
M219 REFRIGERANT PIPING PLAN ●●●●●●●●●●●
M301 MECHANICAL UNIT PLANS ●●●●●●●●●●●
M302 MECHANICAL UNIT PLANS ●●●●●●●●●●●
M303 MECHANICAL UNIT PLANS ●●●●●●●●●●●
M304 MECHANICAL UNIT PLANS ●●●●●●●●●●●
M305 ENLARGED PLANS ●●●●●●●●●●●
M306 ENLARGED PLANS ●●●●●●●●●●●
M307 ENLARGED PLANS ●●●●●●●●●●●
M401 DETAILS ●●●●●●●●●●●
M402 DETAILS ●●●●●●●●●●●
M403 DETAILS ●●●●●●●●●●●
PLUMBING VOLUME 02
P001 PLUMBING SCHEDULES & NOTES ●●●●●●●●●
P002 PLUMBING CHARTS & CALCS.●●●●●●●●●
P201 PLUMBING OVERALL P2 LEVEL ●●●●●●●●●
P201A PLUMBING NORTH P2 LEVEL ●●●●●●●●●
P201B PLUMBING SOUTH P2 LEVEL ●●●●●●●●●
P202 PLUMBING OVERALL P1 LEVEL ●●●●●●●●●
P202A PLUMBING NORTH P1 LEVEL ●●●●●●●●●
P202B PLUMBING SOUTH P1 LEVEL ●●●●●●●●●
P203 PLUMBING GROUND OVERALL FLOOR PLAN ●●●●●●●●●
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
2/16/2024
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
2/
2
0
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2
0
2
4
1
2
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A0.02PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
SHEET INDEX
AL
E
X
A
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A
R
C
A
D
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34
E
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T
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9
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1
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9
2
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0
8
SHEET INDEX
NUMBER NAME I
S
S
U
E
A
N
D
R
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V
I
S
I
O
N
S
05
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2
3
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2
1
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N
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07
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2
1
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L
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M
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N
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R
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B
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09
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2
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N
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0
9
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N
1
1
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1
1
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2
2
5
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D
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4
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L
A
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T
T
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4
P203A PLUMBING GROUND FLOOR NORTH PLAN ●●●●●●●●●
P203B PLUMBING GROUND FLOOR SOUTH PLAN ●●●●●●●●●
P204 PLUMBING MEZZ. OVERALL FLOOR PLAN ●●●●●●●●●
P204A PLUMBING MEZZ. NORTH FLOOR PLAN ●●●●●●●●●
P204B PLUMBING MEZZ. SOUTH FLOOR PLAN ●●●●●●●●●
P205 PLUMBING LEVEL 2 OVERALL FLOOR PLAN ●●●●●●●●●
P205A PLUMBING LEVEL 2 NORTH FLOOR PLAN ●●●●●●●●●
P205B PLUMBING LEVEL 2 SOUTH FLOOR PLAN ●●●●●●●●●
P206 PLUMBING LEVEL 3 OVERALL PLAN ●●●●●●●●●
P206A PLUMBING LEVEL 3 NORTH FLOOR PLAN ●●●●●●●●●
P206B PLUMBING LEVEL 3 SOUTH FLOR PLAN ●●●●●●●●●
P207 PLUMBING LEVEL 4 OVERALL PLAN ●●●●●●●●●
P207A PLUMBING LEVEL 4 NORTH FLOOR PLAN ●●●●●●●●●
P207B PLUMBING LEVEL 4 SOUTH FLOOR PLAN ●●●●●●●●●
P208 PLUMBING LEVEL 5 OVERALL PLAN ●●●●●●●●●
P208A PLUMBING LEVEL 5 NORTH FLOOR PLAN ●●●●●●●●●
P208B PLUMBING LEVEL 5 SOUTH FLOOR PLAN ●●●●●●●●●
P209 PLUMBING LEVEL 6 OVERALL FLOOR PLAN ●●●●●●●●●
P209A PLUMBING LEVEL 6 NORTH FLOOR PLAN ●●●●●●●●●
P209B PLUMBING LEVEL 6 SOUTH FLOOR PLAN ●●●●●●●●●
P210 PLUMBING LEVEL 7 OVERALL FLOOR PLAN ●●●●●●●●●
P210A PLUMBING LEVEL 7 NORTH FLOOR PLAN ●●●●●●●●●
P210B PLUMBING LEVEL 7 SOUTH FLOOR PLAN ●●●●●●●●●
P211 PLUMBING OVERALL ROOF PLAN ●●●●●●●●●
P211A PLUMBING NORTH ROOF PLAN ●●●●●●●●●
P211B PLUMBING SOUTH ROOF PLAN ●●●●●●●●●
P301 PLUMBING UNIT PLANS ●●●●●●●●●
P302 PLUMBING UNIT PLANS ●●●●●●●●●
P303 PLUMBING UNIT PLANS ●●●●●●●●●
P304 PLUMBING PARTIAL PLANS ●●●●●●●●●
P305 PLUMBING PARTIAL PLANS ●●●●●●●●●
P306 PLUMBING PARTIAL PLAN ●●●●●●●●●
P401 PLUMBING RISER DIAGRAMS ●●●●●●●●●
P401A PLUMBING RISER DIAGRAMS ●●●●●●●●●
P401B PLUMBING RISER DIAGRAMS ●●●●●●●●●
P402 PLUMBING RISER DIAGRAMS ●●●●●●●●●
P403 PLUMBING RISER DIAGRAM ●●●●●●●●●
P404 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P405 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P406 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P407 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P408 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P409 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P410 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P411 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P412 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P413 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P414 PLUMBING STORM RISER DIAGRAM ●●●●●●●●●
P501 PLUMBING DETAILS ●●●●●●●●●
P502 PLUMBING PEX DETAILS ●●●●●●●●●
P503 PLUMBING DETAILS ●●●●●●●●●
P504 PLUMBING DETAILS ●●●●●●●●●
ELECTRICAL VOLUME 02
E0.01 SYMBOLS, LEGEND AND NOTES ●●●●●●●●●●●
E0.02 SCHEDULES ●●●●●●●●●●●
E0.03 SCHEDULES ●●●●●●●●
E0.04 SCHEDULES ●●●●●●●
E1.01 SITE PLAN ELECTRICAL ●●●●●●●
E2.00 FLOOR PLAN LEVEL P2 ELECTRICAL ●●●●●●●●●●●
E2.01 FLOOR PLAN LEVEL P2 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.02 FLOOR PLAN LEVEL P2 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.03 FLOOR PLAN LEVEL P2 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.04 FLOOR PLAN LEVEL P2 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.05 FLOOR PLAN LEVEL P1 ELECTRICAL ●●●●●●●●●●●
E2.06 FLOOR PLAN LEVEL P1 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.07 FLOOR PLAN LEVEL P1 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.08 FLOOR PLAN LEVEL P1 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.09 FLOOR PLAN LEVEL P1 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.10 FLOOR PLAN LEVEL 1 ELECTRICAL ●●●●●●●●●●●
E2.11 FLOOR PLAN LEVEL 1 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.12 FLOOR PLAN LEVEL 1 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.13 FLOOR PLAN LEVEL 1 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.14 FLOOR PLAN LEVEL 1 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.15 FLOOR PLAN LEVEL 1.5 ELECTRICAL ●●●●●●●●●●●
E2.16 FLOOR PLAN LEVEL 1.5 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.17 FLOOR PLAN LEVEL 1.5 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.18 FLOOR PLAN LEVEL 1.5 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.19 FLOOR PLAN LEVEL 1.5 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.20 FLOOR PLAN LEVEL 2 ELECTRICAL ●●●●●●●●●●●
E2.21 FLOOR PLAN LEVEL 2 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.22 FLOOR PLAN LEVEL 2 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.23 FLOOR PLAN LEVEL 2 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.24 FLOOR PLAN LEVEL 2 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.30 FLOOR PLAN LEVEL 3 ELECTRICAL ●●●●●●●●●●●
E2.31 FLOOR PLAN LEVEL 3 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.32 FLOOR PLAN LEVEL 3 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.33 FLOOR PLAN LEVEL 3 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.34 FLOOR PLAN LEVEL 3 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.40 FLOOR PLAN LEVEL 4 ELECTRICAL ●●●●●●●●●●●
E2.41 FLOOR PLAN LEVEL 4 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.42 FLOOR PLAN LEVEL 4 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.43 FLOOR PLAN LEVEL 4 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.44 FLOOR PLAN LEVEL 4 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.50 FLOOR PLAN LEVEL 5 ELECTRICAL ●●●●●●●●●●●
E2.51 FLOOR PLAN LEVEL 5 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.52 FLOOR PLAN LEVEL 5 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.53 FLOOR PLAN LEVEL 5 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.54 FLOOR PLAN LEVEL 5 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.60 FLOOR PLAN LEVEL 6 ELECTRICAL ●●●●●●●●●●●
E2.61 FLOOR PLAN LEVEL 6 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.62 FLOOR PLAN LEVEL 6 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.63 FLOOR PLAN LEVEL 6 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.64 FLOOR PLAN LEVEL 6 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.70 FLOOR PLAN LEVEL 7 ELECTRICAL ●●●●●●●●●●●
E2.71 FLOOR PLAN LEVEL 7 ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.72 FLOOR PLAN LEVEL 7 ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.73 FLOOR PLAN LEVEL 7 ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.74 FLOOR PLAN LEVEL 7 ZONE 4 ELECTRICAL ●●●●●●●●●●●
E2.80 ROOF PLAN ELECTRICAL ●●●●●●●●●●●
E2.81 ROOF PLAN ZONE 1 ELECTRICAL ●●●●●●●●●●●
E2.82 ROOF PLAN ZONE 2 ELECTRICAL ●●●●●●●●●●●
E2.83 ROOF PLAN ZONE 3 ELECTRICAL ●●●●●●●●●●●
E2.84 ROOF PLAN ZONE 4 ELECTRICAL ●●●●●●●●●●●
E4.00 UNIT PLANS SCHEDULES & NOTES ●●●●●●●●●●●
E4.01 UNIT PLANS A1 + A2 ELECTRICAL ●●●●●●●●●●●
E4.02 UNIT PLANS A3 + A4 ELECTRICAL ●●●●●●●●●●●
E4.03 UNIT PLANS B1 + B2 + B3 ELECTRICAL ●●●●●●●●●●●
E4.04 UNIT PLANS B4 ELECTRICAL ●●●●●●●●●●●
E4.05 UNIT PLANS B5 + B6 ELECTRICAL ●●●●●●●●●●●
E4.06 UNIT PLANS C1 ELECTRICAL ●●●●●●●●●●●
E4.07 UNIT PLANS C1.d + C2 ELECTRICAL ●●●●●●●●●●●
E4.08 UNIT PLANS C3 ELECTRICAL ●●●●●●●●●●●
E4.09 UNIT PLANS C4 ELECTRICAL ●●●●●●●●●●●
E4.10 UNIT PLANS C5 + C6 ELECTRICAL ●●●●●●●●●●●
E4.11 UNIT PLANS D1 ELECTRICAL ●●●●●●●●●●●
E4.12 L/W UNIT PLANS ELECTRICAL ●●●●●●●●●●●
E4.21 ENLARGED ELECTRICAL ROOMS ●●●●●●●●●●●
E4.22 ENLARGED LEVEL 1 AMENITY POWER ●●●●●●●●
E4.23 ENLARGED LEVEL 1 AMENITY POWER ●●●●●●●●
E4.24 ENLRAGED LEVEL 1 AMENITY LIGHTING ●●●●●●●●
E4.25 ENLRAGED LEVEL 1 AMENITY LIGHTING ●●●●●●●●
E4.26 ENLARGED LEVEL 2 AMENITY POWER ●●●●●●●●
E4.27 ENLARGED LEVEL 2 AMENITY POWER ●●●●●●●●
E4.28 ENLARGED LEVEL 2 AMENITY LIGHTING ●●●●●●●●
E4.29 ENLARGED LEVEL 2 AMENITY LIGHTING ●●●●●●●●
E4.30 ENLARGED AMENITY PLANS ELECTRICAL ●●●●●●●●
E5.01 SINGLE LINE DIAGRAM MSB1 ●●●●●●●●●●●
E5.02 SINGLE LINE DIAGRAM MSBA ●●●●●●●●●●●
E5.03 SINGLE LINE DIAGRAM MSBB ●●●●●●●●●●●
E5.11 LOW VOLTAGE RISER DIAGRAM ●●●●●●●●●●●
E5.12 FIRE ALARM RISER DIAGRAM ●●●●●●●●●●●
E6.01 DETAILS ●●●●●●●
NUMBER NAME I
S
S
U
E
A
N
D
R
E
V
I
S
I
O
N
S
05
/
2
3
/
2
1
E
N
T
I
T
L
E
M
E
N
T
07
/
3
0
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
09
/
2
2
/
2
1
E
N
T
I
T
L
E
M
E
N
T
R
E
S
U
B
.
0
9
/
3
0
/
2
2
S
C
H
E
M
A
T
I
C
D
E
S
I
G
N
1
1
/
1
1
/
2
2
5
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
1
2
/
2
3
/
2
2
1
0
0
%
D
E
S
I
G
N
D
E
V
E
L
O
P
M
E
N
T
2
/
1
7
/
2
3
5
0
%
C
O
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
A
T
I
O
N
4
/
2
4
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
8
/
0
7
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
2
1
2
/
1
1
/
2
3
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
3
0
2
/
1
6
/
2
4
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
E6.02 DETAILS ●●●●●●●
E6.03 DETAILS ●●●●●●●
E6.04 DETAILS ●●●●●●●
E6.05 DETAILS ●●●●●●●
E6.06 DETAILS ●●●
E7.01 LOAD CALCULATIONS ●●●●●●●●●●●
E7.02 LOAD CALCULATIONS ●●●●●●●●●●●
E7.03 LOAD CALCULATIONS ●●●●●●●●●●●
E7.04 PANEL SCHEDULES ●●●●●●●
E7.05 PANEL SCHEDULES ●●●●●●●
E7.06 PANEL SCHEDULES ●●●●●●●
E7.07 PANEL SCHEDULES ●●●●●●●
E7.08 PANEL SCHEDULES ●●●●●●●
E7.09 PANEL SCHEDULES ●●●●●●●
E8.01 CEnC POWER DISTRIBUTION FORMS ●●●●●●●
E8.02 CEnC INDOOR LIGHTING FORMS ●●●●●●●
E8.03 CEnC INDOOR LIGHTING FORMS ●●●●●●●
E8.04 CEnC OUTDOOR LIGHTING FORMS ●●●●●●●
E8.05 CEnC OUTDOOR LIGHTING FORMS ●●●●●●●
EP1.1 SITE PHOTOMETRICS PLAN ●●●●●●●
EP2.1 LEVEL 1 EMERGENCY EGRESS PHOTOMETRICS ●●●●●●●
EP2.2 LEVEL 2 EMERGENCY EGRESS PHOTOMETRICS ●●●●●●●
EP2.3 LEVEL 3 EMERGENCY EGRESS PHOTOMETRICS ●●●●●●●
CIVIL OFFSITE VOLUME 03
01 COVER ●●●●
02 NOTES ●●●●
03 PARKWAY IMPROVEMENTS E SANTA CLARA ST ●●●●
04 PARKWAY IMPROVEMENTS N SANTA ANITA AVE ●●●●
05 PARKWAY IMPROVEMENTS WHEELER AVE ●●●●
06 ALLEY IMPROVEMENTS ●●●●
07 PROPOSED SEWER MANHOLE & HOUSE CONNECTIONS ALLEY ●●●●
08 PROPOSED SANITARY SEWER WHEELER AVE ●●●●
09 PROPOSED WATER MAIN ALLEY ●●●●
10 PROPOSED SIGNING AND STRIPING ALLEY ●●●●
CIVIL VOLUME 03
C0.00 COVER SHEET, VICINITY MAP & NOTES ●●●●●●●●
C0.01 NOTES ●●●●●●●●
C0.02 WATER NOTES ●●●●●●●●
C1.00 DEMOLITION PLAN PHASE 1 ●●●●●●●●
C1.10 DEMOLITION PLAN PHASE 2 ●●●
C1.20 HAUL ROUTE PLAN ●●●
C2.00 ROUGH GRADING PLAN ●●●●●●●●
C2.10 EROSION AND SEDIMENT CONTROL PLAN ●●●●●●●●
C2.11 EROSION AND SEDIMENT CONTROL DETAILS ●●●●●●●●
C3.00 OVERALL GRADING & DRAINAGE PLAN ●●●●●●●●
C3.10 FINE GRADING & DRAINAGE PLAN ●●●●●●●
C3.11 FINE GRADING & DRAINAGE PLAN ●●●●●●●
C4.00 UTILITY PLAN ●●●●●●●●
C5.00 HORIZONTAL CONTROL PLAN ●●●●●●●●
C5.01 HORIZONTAL CONTROL ENLARGED PLAN ●●●●●
C6.00 SIGNING AND STRIPING PLAN ●●●●●●●●
C7.00 GRADING DETAILS ●●●●●●●
C7.10 LID DETAILS ●●●●●●●●
C7.20 UTILITY DETAILS ●●●●●●●●
LANDSCAPE VOLUME 03
L0.00 COVER SHEET ●●●●●●●
L1.00 MASTER CONSTRUCTION LEGEND & NOTES ●●●●●●●
L1.01 CONSTRUCTION PLAN GROUND LEVEL ●●●●●●●●●●●
L1.02 CONSTRUCTION PLAN GROUND LEVEL ●●●●●●●●●●●
L1.03 CONSTRUCTION PLAN GROUND LEVEL ●●●●●●●●●●●
L1.04 CONSTRUCTION PLAN PODIUM AND ROOF LEVEL ●●●●●●●●●●●
L1.04A WALL PLAN PODIUM LEVEL ●●●●●●
L1.41 CONSTRUCTION ELEVATIONS ●●●●●●●
L1.51 CONSTRUCTION DETAILS ●●●●●●●
L1.52 CONSTRUCTION DETAILS ●●●●●●●
L1.53 CONSTRUCTION DETAILS ●●●●●●●
L1.54 CONSTRUCTION DETAILS ●●●●●●●
L1.55 CONSTRUCTION DETAILS ●●●●●●●
L1.56 CONSTRUCTION DETAILS ●●●●●●
L1.57 CONSTRUCTION DETAILS ●●●●●
L2.00 MASTER IRRIGATION LEGEND & NOTES ●●●●●●●
L2.01 IRRIGATION PLAN GROUND LEVEL ●●●●●●●●●●●
L2.02 IRRIGATION PLAN GROUND LEVEL ●●●●●●●●●●●
L2.03 IRRIGATION PLAN GROUND LEVEL ●●●●●●●●●●●
L2.04A PENETRATION PLAN PODIUM AND ROOF LEVEL ●●●●●●●●●●●
L2.04B IRRIGATION PLAN PODIUM AND ROOF LEVEL ●●●●●●
L2.51 IRRIGATION DETAILS ●●●●●●●
L2.52 IRRIGATION DETAILS ●●●●●●
L3.00 MASTER PLANTING LEGEND & NOTES ●●●●●●●
L3.01 PLANTING PLAN GROUND LEVEL ●●●●●●●●●●●
L3.02 PLANTING PLAN GROUND LEVEL ●●●●●●●●●●●
L3.03 PLANTING PLAN GROUND LEVEL ●●●●●●●●●●●
L3.04 PLANTING PLAN PODIUM AND ROOF LEVEL ●●●●●●●●
L3.51 PLANTING DETAILS ●●●●●●●
L4.00 MASTER SITE LIGHTING LEGEND & NOTES ●●●●●●●
L4.01 SITE LIGHTING PLAN GROUND LEVEL ●●●●●●●●
L4.02 SITE LIGHTING PLAN GROUND LEVEL ●●●●●●●●
L4.03 SITE LIGHTING PLAN GROUND LEVEL ●●●●●●●●
L4.04 SITE LIGHTING PLAN PODIUM AND ROOF LEVEL ●●●●●●●●
SHORING VOLUME 03
SH 0 COVER PAGE ●●●●
SH 1 SHORING PLAN ●●●●●●●●
SH 2 GENERAL NOTES, DESIGN CRITERIA & SCHEDULE ●●●●●●●●
SH 3 TYPICAL DETAILS ●●●●●●●
SH 4 ELEVATIONS ●●●●●●●
SH 5 ELEVATIONS ●●●●●●●
SH 6 ELEVATIONS ●●●●●●●
SH 7 ELEVATIONS ●●●●●●●
SHEET INDEX
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
2/16/2024
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
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0.01PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
ALEXAN ARCADIA
MIXED USE/MULTI FAMILY HOUSING PROJECT
34 E. SANTA CLARA ST.
ARCADIA CA 91006
PLAN CHECK SUBMITTAL 4
A PROJECT FOR:
ARCADIA APARTMENTS, LLC
COVER SHEET
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
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A
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A
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T
.
AR
C
A
D
I
A
C
A
9
1
0
0
6
MI
X
E
D
U
S
E
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M
U
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T
I
F
A
M
I
L
Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
INTERIORS BID SET 06/30/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
ALLEY
10+74 - 13+66
NTS
E. SANTA CLARA ST
10+67 - 11+46
NTS
E R/W
20.00'
10.00'10.00'
TYPICAL SECTIONS
N. SANTA ANITA AVENUE
11+38 TO 13+65
NTS
WHEELER AVENUE
11+45 - 14+75
NTS
N R/W S R/W60.00'
30.00'CL
6.00'24.00'24.00'
W R/W
E. SANTA CLARA ST
11+46 -14+80
NTS
6.00'
ALLEY
10+32 - 10+61
NTS
5.00'
E R/WW R/W
NOTE:
ALLEY CROSS-SECTIONS
TRANSITION BETWEEN
STATIONS 10+61 AND 10+74
S R/WN R/W
2%
MAX
60.00'
30.00'30.00'CL
5.00'
W R/W E R/W
50.00'50.00'
CL
2%
MAX
2% MAX
CLSIDEWALK
ESMT
6.87-7.67
VAR.
20.00'
10.00'10.00'15.00'
2%
MAX
CL
SIDEWALK
ESMT
10'
PROP R/W
4.00'
DED.
N R/W S R/W60.00'
30.00'CL
6.00'24.00'24.00'
6.00'
2% MAX
PROP R/W
1.00'5.00'DEDICATION SIDEWALK
ESMT
EXTEND
SIDEWALK
REMOVE
SIDEWALK
PROP.
SIDEWALK
EXIST. PAVEMENT
EXIST. PAVEMENT
PROP. CONC.
PAVEMENT
PROP. CONC.
PAVEMENT
SIDEWALK
PROP. C & G, 6" CF, W=1.5'
8.00'22.00'2.00'
EXIST. ISLAND
PARKING LOT
EXIST. 3' V-GUTTER
PROP.
SIDEWALK
PROP. 6" C & 1.5' G
2.00'
PROP. C & G
6" CF, W=1.0'
42.00'
100.00'
N. SANTA ANITA AVENUE
11+10-11+38
NTS
W R/W E R/W
50.00'50.00'
CL
42.00'
100.00'
3.50'-15.50'
VAR.
7.00'36.50-45.00'
5.00'
EXIST.
SIDEWALK
3.00'
2.00'
DED.
SIDEWALK
ESMT
PROP. R/W
PLANTER
12'-15.50'
VAR.36.50'-42' VAR.
EXIST.
MEDIAN
ISLAND
2.00'
AC
PROP.
DRIVEWAY
3.00'
2.00'
DED.
SIDEWALK
ESMT
PROP. R/W
10.00'
PROP.
SIDEWALK
3.50'
PROP. C & G
6" CF, W=1.0'
PROP. C & G
7.5" CF, W=1.75'
EXIST. C & G
EXIST. C & GEXIST. MEDIAN ISLANDEXIST. C & G
EXIST. PAVEMENT EXIST. PAVEMENT
EXIST. PAVEMENT
2.00'
2' AC SLOT CUT, AC RECONSTRUCT
5.00'
GRIND & OVERLAY AC PAVEMENT,
THICKNESS 2" MIN.
2' AC SLOT CUT, AC RECONSTRUCT
12.00'
GRIND & OVERLAY AC PAVEMENT,
THICKNESS 2" MIN.
E SANTA CLARA ST
WHEELER AVE
HUNTINGTON DR
MORI
A
N
PL
SAN
T
A
C
L
A
R
A
S
T
E SAINT JOSEPH ST
N
S
A
N
T
A
A
N
I
T
A
A
V
E
N
1
S
T
A
V
E
SHEET 3
AL
L
E
Y
SH
E
E
T
4
SH
E
E
T
S
6-
7
,
9
-
1
0
SHEET 5
SHEET 8
CITY OF ARCADIA
PUBLIC WORKS IMPROVEMENT PLANS
SANTA CLARA ST., SANTA ANITA AVE. & WHEELER AVE.
ARCADIA, CA 91006
KEY MAP
SCALE: 1" = 400'
210
ATLA ST
VICINITY MAP
NOT TO SCALE
BONITA ST
CALIFORNIA ST
DIAMOND ST
EL DORADO ST
FANO ST
GENOA ST
1S
T
A
V
E
1S
T
A
V
E
E FLORAL AVE
2N
D
A
V
E
3R
D
A
V
E
FI
F
T
H
A
V
E
HUN
T
I
N
G
T
O
N
D
R
HUN
T
I
N
G
T
O
N
D
R
C
O
L
O
R
A
D
O
P
L
COLORADO BLVD
SANTA CLARA ST
LA PORTE ST
E FOREST AVE
E HAVEN AVE
E FOOTHILL BLVD
HUNTINGTON DR
FI
F
T
H
A
V
E
COLORADO BLVD
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
PROJECT
SITE
ENGINEERS NOTICE TO CONTRACTORS:
PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANY
DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT
THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN
MAKING CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A
CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY
AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC AGENCIES HARMLESS FROM
ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER,
THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY.
STANDARD PLANS USED IN THIS PROJECT:
CITY OF ARCADIA STANDARD PLANS:
6" OCTAVE METER ................................ ....................................................................705
DRIVEWAYS .................................................................................................................801
SIDEWALK.....................................................................................................................802
SPPWC (APWA) STANDARD PLANS:
CURB DRAIN ......................................................................................................... 150-3
CURB & GUTTER - BARRIER..................................................................................120-3
1
LEGEND
PROPOSED EXISTING
RIGHT-OF-WAY
PROPERTY LINE
EASEMENT
CONCRETE LONG. GUTTER
STORM DRAIN
WATER
SANITARY SEWER
GAS LINE
TELECOM LINE
GRADE BREAK
FLOW LINE
SAWCUT LINE
BOLLARD
SIGN
PCC SIDEWALK
AC PAVEMENT
CONC. PAVEMENT
GRIND AND OVERLAY
WATER VALVE
FIRE HYDRANT
THRUST BLOCK
TREE
BLOWOFF VALVE
G
COVER
MH
SHEET INDEX
NO.SHEET TITLE
1 COVER
2 NOTES
3 PARKWAY IMPROVEMENTS - E SANTA CLARA ST
4 PARKWAY IMPROVEMENTS - N SANTA ANITA AVE
5 PARKWAY IMPROVEMENTS - WHEELER AVE
6 ALLEY IMPROVEMENTS
7 PROPOSED SEWER MANHOLE & HOUSE
CONNECITONS - ALLEY
8 PROPOSED SANITARY SEWER - WHEELER AVE
9 PROPOSED WATER MAIN - ALLEY
10 PROPOSED SIGNING AND STRIPING - ALLEY
1.A PERMIT SHALL BE OBTAINED AND ALL FEES AND DEPOSITS FOR CONSTRUCTION INSPECTION SHALL BE
PAID TO THE PUBLIC WORKS PRIOR TO STARTING WORK UNDER THIS CONTRACT. ALSO, ALL OTHER
REQUIRED PERMITS, SUCH AS ROAD EXCAVATION PERMITS, MUST BE OBTAINED PRIOR TO STARTING WORK.
2.THE CONTRACTOR SHALL CONTACT THE DISTRICT OFFICE LISTED ON THE "APPLICATION FOR STORM DRAIN
CONSTRUCTION INSPECTION FORM I" TO ARRANGE FOR AN ACCEPTABLE CONSTRUCTION START DATE.
3.APPROVAL OF THIS PLAN BY THE CITY OF ARCADIA DOES NOT CONSTITUTE A REPRESENTATION TO THE
ACCURACY OF THE LOCATION, OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY, PIPE,
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS.
4.ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (INCLUDING SUPPLEMENTS), AND SHALL BE
PROSECUTED ONLY IN THE PRESENCE OF THE DIRECTOR OF PUBLIC WORKS.
5.THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION IN REGARD TO SAFETY ORDERS AND SHALL CONFORM TO THE "MINIMUM
PUBLIC SAFETY REQUIREMENTS" AS SHOWN ON THE LOS ANGELES COUNTY PUBLIC WORKS STANDARD PLAN
6008.
6.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED, AND APPROVED.
7.ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE 28 DAY
COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
8.TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES (OR RADIAL)
TO THE CONDUIT CENTERLINE EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS.
9.ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2-INCH CLEARANCE UNLESS OTHERWISE
SPECIFIED.
10.REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE STEEL, PER ASTM A615GRADE 60.
11.ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "MANUAL OF
STANDARD PRACTICE."
12.DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTERLINE OF STEEL UNLESS OTHERWISE
NOTED.
13.ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR 18 INCHES,
WHICHEVER IS GREATER.
14.ALL CONSTRUCTION JOINTS IN THE FOOTING OR SLABS AND WALLS SHALL BE IN THE SAME PLANE. NO
STAGGERING OF JOINTS WILL BE PERMITTED.
15.ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4-INCH CHAMFER.
16.UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE MEASURED VERTICALLY OR HORIZONTALLY
AND PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE CENTER LINE OF CONSTRUCTION.
17.CONCRETE BACKFILL IS REQUIRED WHEN THE PIPE HAS LESS THAN ONE-FOOT OF COVER. THE CONCRETE
BACKFILL SHALL CONSIST OF 1:3:5 MIX, PORTLAND CEMENT CONCRETE POURED FROM WALL TO WALL OF
TRENCH AND FROM BOTTOM OF TRENCH TO A MINIMUM OF 4 INCHES OVER THE TOP OF THE PIPE.
18.ALL PIPES SHALL BE PLACED IN TRENCH IN NATURAL GROUND AND/OR COMPACTED FILL. THE GROUND
LEVEL BEFORE THE TRENCHING SHALL BE AT LEAST 3 FEET ABOVE THE TOP OF THE PIPE ELEVATION OR AT
FINISH SURFACE ELEVATION, WHICHEVER IS LESS.
19.ALL BACKFILL AND RELATIVE COMPACTION FILLS OUTSIDE OF STREET RIGHT OF WAY SHALL BE COMPACTED
TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
SOIL TEST D 1557-91 METHOD D UNLESS OTHERWISE SPECIFIED. THIS SHALL BE CERTIFIED BY A SOILS
ENGINEER. THIS CERTIFICATION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO ACCEPTANCE OF
THE WORK BY THE COUNTY.
20.ALL BACKFILL AND FILLS WITHIN STREET RIGHTS OF WAY SHALL BE COMPACTED IN ACCORDANCE WITH CITY
REQUIREMENTS UNLESS OTHERWISE NOTED AND INSPECTED BY THE CITY. THE SOIL COMPACTION SHALL
BE CERTIFIED BY A GEOTECHNICAL ENGINEER.
21.PIPE SHALL BE EMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING INLET AND HEAD WALLS UNLESS
OTHERWISE SPECIFIED.
22.THE MINIMUM CONCRETE COVER FOR REINFORCEMENT IN PRECAST CONCRETE PIPE SHALL BE 1 INCH IN
PIPE HAVING A WALL THICKNESS OF 2 1/2 INCHES OR GREATER AND 3/4 INCH IN PIPE HAVING A WALL
THICKNESS OF LESS THAN 2 1/2 INCHES.
23.ALL CATCH BASINS WITHIN THE DEDICATED STREET RIGHT OF WAY SHALL BE CONSTRUCTED PER THE
STREET PLANS
24.EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
25.WHERE THE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS - SHALL BE IN
ACCORDANCE WITH STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 224 UNLESS OTHERWISE
INDICATED.
26.A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE REGIONAL WATER QUALITY
CONTROL BOARD IS REQUIRED BEFORE ANY DISCHARGE OF NON-STORMWATER INTO THE STORM DRAIN IS
ALLOWED.
27.THE LATEST REVISED STANDARD PLAN OR DRAWING SHALL BE USED UNLESS OTHERWISE NOTED.
28.THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION AND EXCAVATIONS
BEFORE STEEL OR CONCRETE IS PLACED.
GENERAL NOTES
3/15/24
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
A.NOTES
1.EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT SITE AT ALL TIMES.
2.ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA
SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.
3.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED
FROM THE SITE BY THE FORCES OF WIND OR WATER.
4.FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO
CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE
WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED
INTO THE DRAINAGE SYSTEM.
5.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS
SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
6.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
7.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE
ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL
DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
8.ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND
AND WATER.
B.THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE CALIFORNIA BMP HANDBOOK
(CONSTRUCTION) OR CALTRANS STORMWATER QUALITY HANDBOOKS (CONSTRUCTION SITE BMP MANUAL), MAY APPLY
DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY
THE PROJECT ENGINEER OR THE BUILDING OFFICAL):
EROSION CONTROL
EC1 SCHEDULING
EC2 PRESERVATION OF EXISTING VEGETATION
EC3 HYDRAULIC MULCH
EC4 HYDROSEEDING
EC5 SOIL BINDERS
EC6 STRAW MULCH
EC7 GEOTEXTILES & MATS
EC8 WOOD MULCHING
EC9 EARTH DIKES AND DRAINAGE SWALES
EC10 VELOCITY DISSIPATION DEVICES
EC11 SLOPE DRAINS
EC12 STREAMBANK STABILIZATION
EC13 RESERVED
EC14 COMPOST BLANKETS
EC15 SOIL PREPARATION\ROUGHENING
EC16 NON-VEGETATED STABILIZATION
TEMPORARY SEDIMENT CONTROL
SE1 SILT FENCE
SE2 SEDIMENT BASIN
SE3 SEDIMRNT TRAP
SE4 CHECK DAM
SE5 FIBER ROLLS
SE6 GRAVEL BAG BERM
SE7 STREET SWEEPING AND VACUUMING
SE8 SANDBAG BARRIER
SE9 STRAW BALE BARRIER
SE10 STORM DRAIN INLET PROTECTION
SE11 ACTIVE TREATMENT SYSTEMS
SE12 TEMPORARY SILT DIKE
SE13 COMPOST SOCKS & BERMS
SE14 BIOFILTER BAGS
WIND EROSION CONTROL
WE1 WIND EROSION CONTROL
EQUIPMENT TRACKING CONTROL
TC1 STABILIZED CONSTRUCTION ENTRANCE EXIT
TC2 STABILIZED CONSTRUCTION ROADWAY
TC3 ENTRANCE/OUTLET TIRE WASH
NON-STORMWATER MANAGEMENT
NS1 WATER CONSERVATION PRACTICES
NS2 DEWATERING OPERATIONS
NS3 PAVING AND GRINDING OPERATIONS
NS4 TEMPORARY STREAM CROSSING
NS5 CLEAR WATER DIVERSION
NS6 ILLICIT CONNECTION/DISCHARGE
NS7 POTABLE WATER/IRRIGATION
NS8 VEHICLE AND EQUIPMENT CLEANING
NS9 VEHICLE AND EQUIPMENT FUELING
NS10 VEHICLE AND EQUIPMENT MAINTENANCE
NS11 PILE DRIVING OPERATIONS
NS12 CONCRETE CURING
NS13 CONCRETE FINISHING
NS14 MATERIAL AND EQUIPMENT USE
NS15 DEMOLITION ADJACENT TO WATER
NS16 TEMPORARY BATCH PLANTS
WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL
WM1 MATERIAL DELIVERY AND STORAGE
WM2 MATERIAL USE
WM3 STOCKPILE MANAGEMENT
WM4 SPILL PREVENTION AND CONTROL
WM5 SOLID WASTE MANAGEMENT
WM6 HAZARDOUS WASTE MANAGEMENT
WM7 CONTAMINATION SOIL MANAGEMENT
WM8 CONCRETE WASTE MANAGEMENT
WM9 SANITARY/SEPTIC WASTE MANAGEMENT
WM10 LIQUID WASTE MANAGEMENT
STORMWATER POLLUTION CONTROL REQUIREMENTS FOR
ROAD CONSTRUCTION
STORMWATER POLLUTION PLAN NOTES
2
NOTES
NOT TO SCALE
REMOVABLE BOLLARD
6"
PCC PAVING
SURFACE
BOLLARD
BOLLARD
CONCRETE
ENCASED
NOT TO SCALE
SECTION BOLLARD
18" SQUARE
3/15/24
SS
SS
SS
SS
SS SS SS SS SS SS SS
G
G
G
G
G
G G G G G G G
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
E SANTA CLARA ST
AL
L
E
Y
STREET CL
11
+
4
6
.
0
5
(4
9
4
.
9
2
)
F
L
-
JO
I
N
12
+
1
8
.
6
5
14
+
1
8
.
7
0
11
+
6
3
.
8
0
C
L
13
910
11
+
5
4
.
3
0
49
4
.
9
6
F
L
6
"
C
F
14
14
PROPOSED R/W56
14
61' DEDICATION TO CITY OF
ARCADIA PER TRACT 83499
1
16
19
6
5
8
6
14
14
+
6
1
.
7
0
13
CL
FDC
8 WV
8 WM
34
1
32'32'
11
+
7
8
.
3
8
14
+
8
2
.
3
1
(4
9
5
.
2
9
)
F
L
-
6"
C
F
J
O
I
N
11
EXIST R/W
14
N89°05'33"E
10
+
6
6
.
9
5
11
4.
0
0
'
EXIST R/W
26 EXIST FIRE HYDRANT
11
26
2626
12
26
PROPOSED FIRE HYDRANT
EX. R/W
30
.
0
0
'
5' SIDEWALK
EASEMENT TO CITY
ST
D
.
8
0
1
-
3
SE
E
E
N
L
A
R
G
E
D
PL
A
N
'
B
'
O
N
TH
I
S
S
H
E
E
T
PROPOSED R/W
4' DEDICATION TO CITY OF
ARCADIA PER TRACT 83499
24
.
0
0
'
6.
0
0
'
1.
0
0
'
5.
0
0
'
60
.
0
0
'
ST
D
.
8
0
1
-
1
SE
E
E
N
L
A
R
G
E
D
PL
A
N
'
A
'
O
N
T
H
I
S
SH
E
E
T
1.
5
0
'
7
W=20'
7
2728
REMOVE
TREE
REMOVE
TREE
EX. SIGN TO REMAIN
EX. SIGN TO
REMAIN
1
11
+
7
3
.
3
0
49
5
.
0
5
F
L
/
G
B
12
14
+
4
5
.
6
9
49
5
.
4
0
F
L
5"
C
F
B
C
R
495.65
FS
495.72
FS
495.65
FS
495.58
FS
1.
6
%
2.
0
%
1.
9
%
2.
2
%
1.
8
%
1.
1
%
0.
5
%
1.
2
%
9.
5
%
1.
5
%
ST. CL
ST
.
C
L
EX. FIRE
HYDRANT29
20
'
31
14
+
7
7
.
7
3
49
6
.
3
0
F
L
6
"
C
F
B
C
R
0.
4
%
31
6.01'6.00'
14
32
496.19
FS
496.15
FS495.87
FS
495.99
FS
495.89
FS
30
30
29
PAPAPA
PROFILE - E SANTA CLARA ST. SOUTH SIDE
490
495
500
505
490
495
500
505
11+00 12+00 13+00 14+00 15+00
PROFILE - E SANTA CLARA ST CENTERLINE
495
500
495
500
10
+
1
9
.
3
8
(4
9
4
.
5
0
)
10
+
5
0
.
0
0
(4
9
4
.
5
8
)
11
+
0
0
.
0
0
(4
9
4
.
9
3
)
11
+
5
0
.
0
0
(4
9
5
.
3
7
)
12
+
0
0
.
0
0
(4
9
5
.
5
4
)
12
+
5
0
.
0
0
(4
9
5
.
7
1
)
13
+
0
0
.
0
0
(4
9
5
.
8
2
)
EXISTING SURFACE
ON CENTERLINE
PROPOSED SOUTH TOP OF CURB
11
+
4
6
.
0
5
TC
(
4
9
5
.
4
2
)
J
O
I
N
11
+
7
3
.
3
0
TC
4
9
5
.
5
5
13
+
6
7
.
1
5
TC
4
9
6
.
1
3
H
I
G
H
P
O
I
N
T
11
+
5
4
.
3
0
TC
4
9
5
.
4
6
EXISTING SOUTH TOP OF CURB
EXISTING SOUTH TOP OF CURB
14
+
4
5
.
7
8
TC
4
9
5
.
8
1
B
C
R
11
+
5
7
.
8
0
TC
4
9
5
.
0
4
11
+
6
9
.
8
0
TC
4
9
5
.
1
0
11
+
6
3
.
8
0
C
L
D
W
Y
TC
4
9
5
.
0
7
14
+
6
1
.
7
0
C
L
D
W
Y
TC
4
9
5
.
4
1
0.481%0.590%
0.300%0.300%
14
+
7
7
.
7
2
TC
4
9
5
.
6
4
B
C
R
14
+
8
2
.
1
3
TC
4
9
5
.
7
0
0.770%
14
+
3
9
.
6
6
TC
4
9
5
.
9
2
1.770%
1.380%
14
+
8
8
.
0
8
TC
(
4
9
5
.
6
6
)
J
O
I
N
0.670%
0.340%
SSW=20'EX. FIRE
HYDRANT
R6.0'
3.00'
6.
2
'
5.
0
0
'
1.
0
0
'
6.
0
8
'
5' SIDEWALK
EASEMENT
1' DEDICATION
EX. R/W
EX. PL
ADA PATH OF
TRAVEL
495.50
FS-0"CF
496.00 TC
(495.50) FS
495.76
FS-3" CF
495.82
FS-0" CF
495.20
FL-6" CF
495.64
FS-0" CF 4.
0
0
'
1.
9
%
Y=6'10.50'
0.
8
%
0.
6
%
495.64 TC-5" CF
495.23 FS
495.81 TC - 5" CF
495.40 FS
495.81 TC
495.31 FS
EX. SIDEWALK495.56
FS
495.58
FS-0" CF
495.92 TC
495.42 FS
Y=6'X=
4
'
0.
7
%
1.8%
495.81
FS
495.92
FS 2.9%
5.7
%
0.
7
%
5.2%
495.54
FL
495.35
FL
5.
9
%
4.0%0.
1
%
1.
5
%
6.
1
%
8.
0
%
RETAINING CURB
(???) JOIN
FL-6" CF
(495.80) JOIN
FS
3.00'
3.
1
%
R6.0'
1.8%
1.4%
0.
0
%
ADA PATH
OF TRAVEL
EX. R/W
4' DEDICATION
4.
0
0
'
NEW R/W
6.
0
8
'
c=
6
'
b=
4
'
a=
1
0
'
W=12'X=
3.5'
X=
3.5'495.05
FL-6"CF
495.04
FL-3/4" CF
494.96
FL-6"CF
494.98
FL-3/4" CF
495.67
FS
495.77
FS
1' DEDICATION
3.00'3.00'
1.
8
%
9.
3
%
1.
7
%
2.
0
%
2.
0
%
496.21 TC
495.71 FS
495.63
FS
495.66
FS
495.58
FS
496.16 TC
495.66 FS
496.13 TC
495.63 FS
EX. R/W???
FS
???
FL-6"CF
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
33
PARKWAY IMPROVEMENTS
- E SANTA CLARA ST
PLAN & PROFILE
PROFILE SCALES
HORZ.1" = 20'
VERT.1" = 4'
PLAN
SCALE: 1" = 20'
SEE SHEET 4 SEE SHEET 6
CONSTRUCTION NOTES
DEMOLISH EXISTING DRIVEWAY
DEMOLISH EXISTING SIDEWALK
DEMOLISH EXISTING AC PAVEMENT, MIN. 24" WIDTH OR PER PLAN
DEMOLISH EXISTING CURB & GUTTER
PROTECT IN PLACE EXISTING STRUCTURE PER PLAN
PROTECT IN PLACE UTILITY VAULT/APPURTENANCE PER PLAN
EXISTING TREE REFER TO LANDSCAPE PLAN
REMOVE EXISTING UTILITY. COORDINATE WITH UTILITY AGENCY PRIOR TO DEMOLITION
EXISTING CURB & GUTTER TO REMAIN
EXISTING SIDEWALK TO REMAIN
SAWCUT AND/OR JOIN EXISTING GRADE
RECONSTRUCT 4" AC PAVEMENT ON 9" THICK CAB OVER MIN 12" SUBGRADE
COMPACTED TO 95% R.C.
CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY OF ARCADIA STD PLAN PER
PLAN FOR TYPE
CONSTRUCT 4" THICK PCC WALK ON 4" CAB OVER MIN. 12" SUBGRADE COMPACTED TO
95% R.C.
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3
CONSTRUCT TYPE A2-6 CURB & GUTTER, W=1.5' UNLESS NOTED OTHERWISE, PER
SPPWC STD. PLAN 120-3.
INSTALL 3" CIP, NO. "N" PER PLAN, UNDER SIDEWALK/PAVEMENT AND CURB CORE PER
SPPWC STD. PLAN 150-4. CASE INLET PER PLAN
ADJUST MANHOLE/LID TO GRADE
LANDSCAPE AREA, REFER TO LANDSCAPE PLANS FOR IMPROVEMENT DETAILS
DEMOLISH CONCRETE LONGITUDINAL GUTTER
CONSTRUCT 6" THICK REINFORCED CONC. PAVEMENT ON 4" CAB WITH #3 REBAR @18"
O/C OVER 12" SUBGRADE COMPACTED TO 95% R.C. FINISH PER LANDSCAPE PLANS
TREE WELL. RE REFER TO LANDSCAPE PLANS
INSTALL BOLLARD PER DETAILS ON SHEET 2
INSTALL CURB-O-LET UNDER SIDEWALK DRAIN, MODEL PER PLAN
INSTALL 4" CIP CURB DRAIN, N=3, WITH CASE II INLET PER SPPWC STD. PLAN 150-4,
CATCH BASIN TRAFFIC RATED GRATE
EXISTING TRAFFIC & PARKING SIGNS TO REMAIN
EXISTING SIGN TO REMOVE
DEMO & REMOVE EXISTING SCREEN WALL
MODIFIED CURB RAMP PER SPPWC 111-5 CASE D
INSTALL DETECTABLE WARNING SURFACE PER SPPWC 111-5
GRIND AND OVERLAY AC PAVEMENT, THICKNESS = 2" MIN.
COMMUNICATION CONDUIT AND BOX
GAS PIPE AND SERVICE METER
ADJUST CABLE BOX TO GRADE
DOMESTIC WATER SERVICE VAULT
FULL DEPTH PAVEMENT REPLACEMENT 5"AC OVER 6" CAB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
ENLARGED PLAN 'B'
SCALE: 1" = 10'ENLARGED PLAN 'A'
SCALE: 1" = 10'
3/15/24
PROFILE - N. SANTA ANITA AVE
490
495
500
490
495
500
PROFILE - N. SANTA ANITA AVE EAST SIDE
485
490
495
500
485
490
495
500
11+00 12+00 13+00 14+00
1.62%
1.59%
EXISTING EAST TOP OF CURB
PROPOSED EAST TOP OF CURB
EXISTING SURFACE 22.5' EAST OF
CENTERLINE
EXISTING SURFACE ON CENTERLINE
11
+
2
7
.
2
6
DR
W
Y
C
L
W=
1
5
.
0
'
11
+
3
8
.
7
6
TC
(
4
8
9
.
9
9
)
J
O
I
N
11
+
3
4
.
7
6
TC
4
8
9
.
4
9
11
+
1
9
.
7
6
TC
4
8
9
.
2
5
11
+
1
5
.
7
6
TC
4
8
9
.
6
2
11
+
0
9
.
9
8
TC
(
4
8
9
.
5
3
)
J
O
I
N
N. SANTA ANITA AVE
WH
E
E
L
E
R
A
V
E
E
S
A
N
T
A
C
L
A
R
A
S
T
SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS
CO
M
G G G G G G G G G G G G G
COMCOMCOM
CO
M
CO
M
CO
M
G
COMCOMCOMCOMCOM
CO
M
CO
M
CO
M
COM COM COM COM COM COM
2 1413
PROPOSED R/W
EXISTING R/W
3' DEDICATION TO CITY OF
ARCADIA PER TRACT 83499
STREET CL
11
+
0
9
.
9
8
(4
8
8
.
8
9
)
F
L
-
7
.
6
"
C
F
11
+
2
7
.
2
6
C
L
11
+
4
9
.
7
6
EXISTING BACK
OF WALK
10
55
96
6
6
5
STREET
LIGHT
RET.
WALL 6 BACKFLOW
PREVENTER
6 FDC RET.
WALL5
STREET
LIGHT6WATER
VALVE
6 WATER
METER
6
6
9
11
11
10
6
6
11
+
3
8
.
7
6
(4
8
9
.
3
6
)
F
L
-
7
.
5
"
C
F
PROP. R/W
EXIST. R/W
EXIST. MEDIAN C & G
1.
7
5
'
16W=1.75'
50
.
0
0
'
3.
0
0
'
2.
0
0
'
2' SIDEWALK EASEMENT
ST
D
.
8
0
1
-
1
SE
E
EN
L
A
R
G
E
D
PL
A
N
'
A
'
3 12
11
+
1
5
.
7
6
48
8
.
9
8
F
L
7
.
6
"
C
F
11
+
1
9
.
7
6
48
9
.
1
9
F
L
3
/
4
"
C
F
11
+
3
4
.
7
6
48
9
.
4
3
F
L
-
3
/
4
"
C
F
ADA PATH
OF TRAVEL
EX. R/W
2' SIDEWALK
EASEMENT
W=15.00'X=
4.00'
X=
4.00'
b=4.
0
'
c=
6.
0
'
489.19
FL-3/4"CF
489.43
FL-3/4"CF
(489.36)
FL-7.5" CF
489.98
FL-7.6" CF
489.81
FS
7.
3
%
2.
0
%
490.05
FS
490.19
FS
490.10
FS
490.31
FS
(490.36)
FS
(490.67)
FS
490.11
FS
2.
0
%
489.69
FS
(489.73)
FS
8.
0
0
'
2.
0
0
'
489.89
FS
489.79
FS
4.51
'
4.
9
2
'
EX.
SIDEWALK
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
444
PARKWAY IMPROVEMENTS -
N SANTA ANITA AVE
SEE SHEET 5
PROFILE SCALES
HORZ.1" = 20'
VERT.1" = 4'
PLAN
SCALE: 1" = 20'
CONSTRUCTION NOTES
DEMOLISH EXISTING DRIVEWAY
DEMOLISH EXISTING SIDEWALK
DEMOLISH EXISTING AC PAVEMENT, MIN. 24" WIDTH OR PER PLAN
DEMOLISH EXISTING CURB & GUTTER
PROTECT IN PLACE EXISTING STRUCTURE PER PLAN
PROTECT IN PLACE UTILITY VAULT/APPURTENANCE PER PLAN
EXISTING TREE REFER TO LANDSCAPE PLAN
REMOVE EXISTING UTILITY. COORDINATE WITH UTILITY AGENCY PRIOR TO DEMOLITION
EXISTING CURB & GUTTER TO REMAIN
EXISTING SIDEWALK TO REMAIN
SAWCUT AND/OR JOIN EXISTING GRADE
RECONSTRUCT 4" AC PAVEMENT ON 9" THICK CAB OVER MIN 12" SUBGRADE
COMPACTED TO 95% R.C.
CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY OF ARCADIA STD PLAN PER
PLAN FOR TYPE
CONSTRUCT 4" THICK PCC WALK ON 4" CAB OVER MIN. 12" SUBGRADE COMPACTED TO
95% R.C.
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3
CONSTRUCT TYPE A2-6 CURB & GUTTER, W=1.5' UNLESS NOTED OTHERWISE, PER
SPPWC STD. PLAN 120-3.
INSTALL 3" CIP, NO. "N" PER PLAN, UNDER SIDEWALK/PAVEMENT AND CURB CORE PER
SPPWC STD. PLAN 150-4. CASE INLET PER PLAN
ADJUST MANHOLE/LID TO GRADE
LANDSCAPE AREA, REFER TO LANDSCAPE PLANS FOR IMPROVEMENT DETAILS
DEMOLISH CONCRETE LONGITUDINAL GUTTER
CONSTRUCT 6" THICK REINFORCED CONC. PAVEMENT ON 4" CAB WITH #3 REBAR @18"
O/C OVER 12" SUBGRADE COMPACTED TO 95% R.C. FINISH PER LANDSCAPE PLANS
TREE WELL. RE REFER TO LANDSCAPE PLANS
INSTALL BOLLARD PER DETAILS ON SHEET 2
INSTALL CURB-O-LET UNDER SIDEWALK DRAIN, MODEL PER PLAN
INSTALL 4" CIP CURB DRAIN, N=3, WITH CASE II INLET PER SPPWC STD. PLAN 150-4,
CATCH BASIN TRAFFIC RATED GRATE
EXISTING TRAFFIC & PARKING SIGNS TO REMAIN
EXISTING SIGN TO REMOVE
DEMO & REMOVE EXISTING SCREEN WALL
MODIFIED CURB RAMP PER SPPWC 111-5 CASE D
INSTALL DETECTABLE WARNING SURFACE PER SPPWC 111-5
GRIND AND OVERLAY AC PAVEMENT, THICKNESS = 2" MIN.
COMMUNICATION CONDUIT AND BOX
GAS PIPE AND SERVICE METER
ADJUST CABLE BOX TO GRADE
DOMESTIC WATER SERVICE VAULT
FULL DEPTH PAVEMENT REPLACEMENT 5"AC OVER 6" CAB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
SEE SHEET 3
ENLARGED PLAN 'A'
SCALE: 1" = 10'
3/15/24
SS
SS
SS
SS
G
G
G G G G G G
G G G G G G G
WHEELER AVE
8 WM
8WM
12
11
+
4
1
.
3
2
48
7
.
8
3
F
L
-
6
C
F
16
7
7
7 7
7
7
3
11
+
6
0
.
9
7
C
L
ST
D
.
8
0
1
-
3
,
S
E
E
EN
L
A
R
G
E
D
PL
A
N
'
A
'
O
N
TH
I
S
S
H
E
E
T
14
+
5
6
.
7
9
C
L
ST
D
.
8
0
1
-
3
M
O
D
.
C
O
M
M
.
SE
E
E
N
L
A
R
G
E
D
P
L
A
N
'
B
'
ON
T
H
I
S
S
H
E
E
T
13
13
AL
L
E
Y
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
R/W
8GM
14
STREET CL 3.
5
0
'
(
T
Y
P
)
1
N89°06'33"E
MODEL CP-SP317H
487.93
INV
488.03
INV
8.4 LF @ 1.00%
12
+
8
5
.
8
5
6" CF
W=1.5'
2411
+
3
7
.
2
9
(4
8
7
.
8
2
)
F
L
-
J
O
I
N
30
.
0
0
'
22
.
0
0
'
12
+
0
4
.
5
1
11
14
+
3
7
.
5
3
44
8
.
5
3
F
L
-
G
B
6"
C
F
8.
0
0
'
1.
5
0
'
2.
0
0
'
PROPOSED FIRE
HYDRANT
12
4.
0
0
'
T
Y
P
.
REMOVE TREE
NEW TREE 48
8
.
5
3
FS 48
8
.
4
4
FS
2'
W
I
D
E
S
I
D
E
W
A
L
K
EA
S
E
M
E
N
T
48
9
.
0
2
FS
PL PL
R/W
5' SIDEWALK
EASEMENT TO CITY
OF ARCADIA
228.0'x3.5'
TYP.
22 3.5'x4.0'
1.
8
%
1.
7
%
1.
5
%
1.
4
%
0.
9
%
0.
6
%
0.
5
%
1.
4
%
8.
4
%
26
26
REMOVE SIGN
REMOVE SIGN
4'29
14
+
7
7
.
2
8
(4
8
8
.
6
0
)
F
L
-
J
O
I
N
6.
2
"
C
F
6 BOLLARDS
36
8.
0
0
'
11
+
8
1
.
9
6
48
7
.
9
3
F
L
-
6
C
F
12
+
4
5
.
6
5
13
+
5
6
.
0
6
13
+
9
2
.
5
0
14
+
2
8
.
6
5
2930
30
11
BE
G
I
N
O
F
IM
P
R
O
V
E
M
E
N
T
S
EN
D
O
F
IM
P
R
O
V
E
M
E
N
T
S
4.0
9
'
23
144.69'
31 32
14
48
8
.
9
7
FS
48
8
.
8
7
FS48
8
.
7
4
FS48
8
.
6
6
FS48
8
.
6
0
FS
21
'
3.
0
0
'
25 4" - 18.8 LF
@ 0.30%
488.61 INV25 PAVED
CROSSWALK
PROFILE - WHEELER AVE. NORTH SIDE.
490
495
490
495
PROFILE - WHEELER AVE. CENTER LINE.
490
495
490
495
11+00 12+00 13+00 14+00 15+00
11
+
4
5
.
1
0
(4
8
7
.
9
6
)
11
+
5
0
.
0
0
(4
8
7
.
9
8
)
12
+
0
0
.
0
0
(4
8
8
.
1
5
)
12
+
5
0
.
0
0
(4
8
8
.
2
2
)
13
+
0
0
.
0
0
(4
8
8
.
3
3
)
13
+
5
0
.
0
0
(4
8
8
.
4
0
)
14
+
0
0
.
0
0
(4
8
8
.
5
3
)
EXISTING SURFACE
ON CENTERLINE
PROPOSED NORTH TOP OF CURB
EXISTING SOUTH TOP OF CURB
14
+
3
7
.
5
3
TC
4
8
9
.
0
3
11
+
8
1
.
9
6
TC
4
8
8
.
4
3
11
+
3
7
.
2
9
TC
(
4
8
8
.
3
2
)
J
O
I
N
11
+
4
1
.
3
2
TC
4
8
8
.
3
3
14
+
7
7
.
2
8
TC
(
4
8
9
.
1
2
)
J
O
I
N
14
+
7
4
.
8
9
TC
4
8
9
.
1
1
14
+
3
8
.
7
2
TC
4
8
8
.
5
3
(0.200)%
0.235%
0.249%
0.352%
14
+
7
3
.
7
0
TC
4
8
8
.
6
5
11
+
6
0
.
9
7
C
L
D
W
Y
TC
4
8
7
.
9
4
14
+
5
6
.
7
9
C
L
D
W
Y
TC
4
8
8
.
5
9
6.
6
%
W=30'Y=7'
4'
EX. TREE
ADA PATH
OF TRAVEL 489.56 TC
489.06 FS
488.97
FS-0" CF
489.34
FS-0" CF
489.30
FS
EX. SIDEWALK
488.88
FS
488.73
FS-0" CF
8.
0
0
'
SIDEWALK
EASEMENT
4.
0
0
'
4.0%
1.
9
%
1.
4
%
489.19 TC 5" CF
488.77 FS
489.08
FS
R/W
1.
7
%
(488.60)
FL-JOIN
488.58
FL-3/4" CF
488.48
FL-3/4" CF
488.92
FS
488.80
FS-0" CF
(489.37) FS
FS-JOIN
EX. PLANTING AREA
3.
0
0
'
16'
4.00'
8.
8
%
EX. CURB & GUTTER
489.15
FS
6.8%1.
8
%
488.81
FS
1.
7
%
488.85
FS
RETAINING CURB
Y=5.2'
5.
5
%
3.
8
9
'
3.00'
3.00'
489.03 TC
488.53 FS
R4.5'
R4.5'488.53
FL-3/4" CF
2' SIDEWALK
EASEMENT
R/W
8.
0
0
'
4.
0
0
'
R8.0'R8.0'
6.
0
0
'
1.
6
%
8.
4
%
PL PL
R/W
8.
0
0
'
488.48
FS
488.42
FS
488.47
FS
488.53
FS
487.93
FL-6" CF???
FL-6" CF
4.
0
0
'
4.
0
0
'
4.47'
1.
7
%
1.
7
%
487.83
FL-6" CF
???
FS
488.46
FS
488.43
FS
488.56
FS
4.0
9
'
4.69'
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
5
PROFILE SCALES
HORZ.1" = 20'
VERT.1" = 4'
PLAN
SCALE: 1" = 20'
SEE SHEET 4
SEE SHEET 6
CONSTRUCTION NOTES
DEMOLISH EXISTING DRIVEWAY
DEMOLISH EXISTING SIDEWALK
DEMOLISH EXISTING AC PAVEMENT, MIN. 24" WIDTH OR PER PLAN
DEMOLISH EXISTING CURB & GUTTER
PROTECT IN PLACE EXISTING STRUCTURE PER PLAN
PROTECT IN PLACE UTILITY VAULT/APPURTENANCE PER PLAN
EXISTING TREE REFER TO LANDSCAPE PLAN
REMOVE EXISTING UTILITY. COORDINATE WITH UTILITY AGENCY PRIOR TO DEMOLITION
EXISTING CURB & GUTTER TO REMAIN
EXISTING SIDEWALK TO REMAIN
SAWCUT AND/OR JOIN EXISTING GRADE
RECONSTRUCT 4" AC PAVEMENT ON 9" THICK CAB OVER MIN 12" SUBGRADE
COMPACTED TO 95% R.C.
CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY OF ARCADIA STD PLAN PER
PLAN FOR TYPE
CONSTRUCT 4" THICK PCC WALK ON 4" CAB OVER MIN. 12" SUBGRADE COMPACTED TO
95% R.C.
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3
CONSTRUCT TYPE A2-6 CURB & GUTTER, W=1.5' UNLESS NOTED OTHERWISE, PER
SPPWC STD. PLAN 120-3.
INSTALL 3" CIP, NO. "N" PER PLAN, UNDER SIDEWALK/PAVEMENT AND CURB CORE PER
SPPWC STD. PLAN 150-4. CASE INLET PER PLAN
ADJUST MANHOLE/LID TO GRADE
LANDSCAPE AREA, REFER TO LANDSCAPE PLANS FOR IMPROVEMENT DETAILS
DEMOLISH CONCRETE LONGITUDINAL GUTTER
CONSTRUCT 6" THICK REINFORCED CONC. PAVEMENT ON 4" CAB WITH #3 REBAR @18"
O/C OVER 12" SUBGRADE COMPACTED TO 95% R.C. FINISH PER LANDSCAPE PLANS
TREE WELL. RE REFER TO LANDSCAPE PLANS
INSTALL BOLLARD PER DETAILS ON SHEET 2
INSTALL CURB-O-LET UNDER SIDEWALK DRAIN, MODEL PER PLAN
INSTALL 4" CIP CURB DRAIN, N=3, WITH CASE II INLET PER SPPWC STD. PLAN 150-4,
CATCH BASIN TRAFFIC RATED GRATE
EXISTING TRAFFIC & PARKING SIGNS TO REMAIN
EXISTING SIGN TO REMOVE
DEMO & REMOVE EXISTING SCREEN WALL
MODIFIED CURB RAMP PER SPPWC 111-5 CASE D
INSTALL DETECTABLE WARNING SURFACE PER SPPWC 111-5
GRIND AND OVERLAY AC PAVEMENT, THICKNESS = 2" MIN.
COMMUNICATION CONDUIT AND BOX
GAS PIPE AND SERVICE METER
ADJUST CABLE BOX TO GRADE
DOMESTIC WATER SERVICE VAULT
FULL DEPTH PAVEMENT REPLACEMENT 5"AC OVER 6" CAB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
PARKWAY IMPROVEMENTS
- WHEELER AVE
ENLARGED PLAN 'A'
SCALE: 1" = 10'ENLARGED PLAN 'B'
SCALE: 1" = 10'
GENERAL NOTE:
REPAIR ANY GUTTER OR CURBS
DAMAGED DURING CONSTRUCTION
ACTIVITIES
3/15/24
SS
SS
SS
SS
SS
COM COM COM COM COM COM COM COM COM COM
CO
M
CO
M
CO
M
CO
M
G
G
G
16
12
+
9
0
.
0
6
13
CL
W=
2
4
'
10
+
2
2
.
0
0
AL
L
E
Y
E
S
A
N
T
A
C
L
A
R
A
S
T
WH
E
E
L
E
R
A
V
E
ALLEY STREET CL
20
21
3 21
R/W
5' SIDEWALK EASEMENT
TO CITY OF ARCADIA
BACK OF WALK
14
11
3
16
20
3 2121
14
14
13
+
2
3
.
4
4
10
+
6
0
.
8
7
EC
10
+
6
2
.
9
9
BC
10
+
7
0
.
6
3
EC
10
+
7
4
.
1
7
13
+
5
8
.
6
7
GB
/
6
"
C
F
7.30'
TRANS.
13
+
6
5
.
9
6
0"
C
F
R
3
.
5
0
'
R3.
5
0
'
BACK OF WALK
11
.
3
6
'
8.
3
5
'
8.
3
3
'
10
.
0
0
'
10
.
0
0
'
12
+
0
9
.
9
5
10
.
0
0
'
3
12
+
9
4
.
8
2
10
.
0
0
'
13
+
1
9
.
4
0
10
.
0
0
'
13
+
4
4
.
6
8
10
.
0
0
'
11
+
9
4
.
5
8
10
.
0
0
'
11
+
6
9
.
5
1
10
.
0
0
'
11
+
4
4
.
5
3
10
.
0
0
'
10
+
6
8
.
8
5
10
.
0
0
'
10
+
3
0
.
0
0
10
.
0
0
'
12
+
1
8
.
9
8
10
.
0
0
'
13
+
6
9
.
9
7
10
.
0
2
'
10
+
3
3
.
9
5
R/W
R/W
R/
W
R/W
11
11
EDGE OF
PAVEMENT
EDGE OF
PAVEMENT
EXISTING BUILDING
11
+
9
9
.
9
8
GB
8 5 CLF
6
8POWER
POLE
8 PP & GUY
WIRE
18 6
5STEP
5 CLF
5GATE8STREET
LIGHT
8STREET
LIGHT
5.
0
0
'
T
Y
P
.
25 CP-SP327H
TCD-327
8.
3
4
'
R/W
R/W
EXIST. R/W
R/W
STREET CL
14+61.79
492.50
FS
493.22
FS
493.13 TC
0" CF
492.41 TC
0" CF
490.45
RIM
1.
9
%
2.
0
%
1.
9
%
1.
7
%
1.
7
%
495.93
FS
490.14
FS
491.52
FS
492.00
FS
25CP-SP327H
TCD-327
7.83' WIDE SIDEWALK
EASEMENT TO CITY OF
ARCADIA
C1
C2 CL
R/W
23
5.
0
0
'
T
Y
P
.
490.06
INV 490.08
INV
AREA DRAIN
REF. ONSITE DRWGS.
GGG
GGGGGGGGGGGG
12
+
7
4
.
0
1
4
B
O
L
L
A
R
D
S
10
+
3
2
.
4
9
4
B
O
L
L
A
R
D
S
23
33
33
32
14
32
32
32
10
+
4
3
.
8
5
10
.
0
0
'
11
+
1
9
.
2
1
10
.
0
0
'
12
+
6
9
.
9
1
10
.
0
0
'
13
+
5
4
.
5
7
10
.
0
0
'
POWER
POLE
11
R/W
10
+
2
9
.
9
6
10
+
4
0
.
5
3
35
PA PA PA PA
PROFILE - ALLEY EAST SIDE
490
495
500
490
495
500
11+00 12+00 13+00 14+00
PROFILE - ALLEY WEST SIDE
490
495
500
490
495
500
PROFILE - ALLEY CENTERLINE
490
495
500
490
495
500
10
+
2
2
.
3
0
TC
4
8
9
.
0
3
'
10
+
7
4
.
1
7
TC
4
8
9
.
6
4
'
10
+
6
0
.
8
6
TC
4
8
9
.
4
6
'
11
+
9
9
.
9
8
TC
4
9
0
.
7
7
'
12
+
7
7
.
7
6
TC
4
9
2
.
3
4
'
13
+
0
1
.
9
1
TC
4
9
3
.
0
7
'
13
+
5
8
.
6
8
TC
4
9
5
.
7
2
'
13
+
6
5
.
9
7
TC
4
9
5
.
8
1
'
13
+
7
0
.
0
4
TC
4
9
5
.
6
4
'
13
+
7
3
.
9
7
TC
4
9
5
.
5
8
'
13
+
7
6
.
2
0
TC
4
9
5
.
4
0
'
10
+
3
3
.
9
5
TC
4
8
9
.
1
9
'
10
+
4
0
.
1
8
TC
4
8
9
.
2
2
'
10
+
2
5
.
8
4
TC
4
8
8
.
7
3
'
10
+
2
9
.
9
6
TC
4
8
8
.
8
0
'
10
+
7
0
.
6
3
TC
4
8
9
.
6
2
'
EXISTING SURFACE ON CENTERLINE
EXISTING SURFACE
PROPOSED WEST TOP OF CURB
10
+
2
2
.
2
6
EP
4
8
8
.
6
8
'
10
+
2
6
.
0
2
EP
4
8
8
.
9
8
'
10
+
2
9
.
9
3
EP
4
8
9
.
0
6
'
10
+
4
3
.
8
5
EP
4
8
9
.
2
1
'
10
+
6
8
.
8
5
EP
4
8
9
.
3
8
'
10
+
9
3
.
9
2
EP
4
8
9
.
5
0
'
11
+
1
9
.
2
1
EP
4
8
9
.
8
6
'
11
+
4
4
.
5
3
EP
4
9
0
.
0
3
'
11
+
6
9
.
5
1
EP
4
9
0
.
3
4
'
11
+
9
4
.
5
8
EP
4
9
0
.
5
7
'
12
+
0
9
.
9
5
EP
4
9
0
.
7
3
'
12
+
1
8
.
9
8
EP
4
9
0
.
8
3
'
12
+
6
9
.
9
1
EP
4
9
1
.
9
1
'
12
+
9
4
.
8
2
EP
4
9
2
.
6
5
'
13
+
1
9
.
4
0
EP
4
9
3
.
6
0
'
13
+
4
4
.
6
8
EP
4
9
4
.
7
5
'
13
+
5
4
.
5
7
EP
4
9
5
.
0
8
'
13
+
6
5
.
4
5
EP
4
9
5
.
5
0
'
13
+
7
0
.
0
7
EP
4
9
5
.
5
0
'
13
+
7
4
.
2
2
EP
4
9
5
.
5
0
'
13
+
7
6
.
2
0
EP
4
9
5
.
6
4
'
1.24%1.07%1.07%
4.54%
3.37%
2.98%
3.86%
2.12%
0.92%
0.67%1.42%0.48%1.08%0.68%
2.72%
0.00%
PROPOSED EAST EDGE OF PAVEMENT
6"
C
F
6"
C
F
5"
C
F
0"
C
F
0"
C
F
GB
1
0
+
2
2
.
3
4
FS
4
8
8
.
5
9
'
GB
1
3
+
0
1
.
7
6
FS
4
9
2
.
7
8
'
GB
1
3
+
7
6
.
2
3
FS
4
9
5
.
4
1
'
GB
1
1
+
9
9
.
9
8
FS
4
9
0
.
5
0
'
GB
1
2
+
7
7
.
7
6
FS
4
9
2
.
0
5
'
GB
1
2
+
1
8
.
9
8
FS
4
9
0
.
8
0
'
GB
1
2
+
7
0
.
3
0
FS
4
9
1
.
8
7
'
GB
1
3
+
7
4
.
0
0
FS
4
9
5
.
5
4
'
GB
1
3
+
7
0
.
0
7
FS
4
9
5
.
5
7
'
GB
1
3
+
5
8
.
4
6
FS
4
9
5
.
2
2
'
GB
1
3
+
6
4
.
9
9
FS
4
9
5
.
4
1
'
GB
1
0
+
2
5
.
9
2
FS
4
8
8
.
8
5
'
GB
1
0
+
2
9
.
9
2
FS
4
8
8
.
9
2
'
GB
1
0
+
9
4
.
5
9
FS
4
8
9
.
4
5
'
3.02%
-5.81
%
1.00%
2.41%
1.58%
2.09%
-0.76%
3.15%
4.32%
2.86%
7.28%
1.83%
0.81%
PROPOSED SURFACE
ALONG CENTERLINE
0"
C
F
2.71%
0.00%
6"
C
F
5"
C
F
0.56%1.16%
0.90%
2.02%
3.02%
4.67%
1.23%
4.17%1.46%
9.76%
0.48%
8.40%1.66%
1.64%
0"
C
F
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
66
ALLEY IMPROVEMENTS
PLAN
SCALE: 1" = 20'
SEE SHEET 3SEE SHEET 5
PROFILE SCALES
HORZ.1" = 20'
VERT.1" = 4'
CONSTRUCTION NOTES
DEMOLISH EXISTING DRIVEWAY
DEMOLISH EXISTING SIDEWALK
DEMOLISH EXISTING AC PAVEMENT, MIN. 24" WIDTH OR PER PLAN
DEMOLISH EXISTING CURB & GUTTER
PROTECT IN PLACE EXISTING STRUCTURE PER PLAN
PROTECT IN PLACE UTILITY VAULT/APPURTENANCE PER PLAN
EXISTING TREE REFER TO LANDSCAPE PLAN
REMOVE EXISTING UTILITY. COORDINATE WITH UTILITY AGENCY PRIOR TO DEMOLITION
EXISTING CURB & GUTTER TO REMAIN
EXISTING SIDEWALK TO REMAIN
SAWCUT AND/OR JOIN EXISTING GRADE
RECONSTRUCT 4" AC PAVEMENT ON 9" THICK CAB OVER MIN 12" SUBGRADE
COMPACTED TO 95% R.C.
CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY OF ARCADIA STD PLAN PER
PLAN FOR TYPE
CONSTRUCT 4" THICK PCC WALK ON 4" CAB OVER MIN. 12" SUBGRADE COMPACTED TO
95% R.C.
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3
CONSTRUCT TYPE A2-6 CURB & GUTTER, W=1.5' UNLESS NOTED OTHERWISE, PER
SPPWC STD. PLAN 120-3.
INSTALL 3" CIP, NO. "N" PER PLAN, UNDER SIDEWALK/PAVEMENT AND CURB CORE PER
SPPWC STD. PLAN 150-4. CASE INLET PER PLAN
ADJUST MANHOLE/LID TO GRADE
LANDSCAPE AREA, REFER TO LANDSCAPE PLANS FOR IMPROVEMENT DETAILS
DEMOLISH CONCRETE LONGITUDINAL GUTTER
CONSTRUCT 6" THICK REINFORCED CONC. PAVEMENT ON 4" CAB WITH #3 REBAR @18"
O/C OVER 12" SUBGRADE COMPACTED TO 95% R.C. FINISH PER LANDSCAPE PLANS
TREE WELL. RE REFER TO LANDSCAPE PLANS
INSTALL BOLLARD PER DETAILS ON SHEET 2
INSTALL CURB-O-LET UNDER SIDEWALK DRAIN, MODEL PER PLAN
INSTALL 4" CIP CURB DRAIN, N=3, WITH CASE II INLET PER SPPWC STD. PLAN 150-4,
CATCH BASIN TRAFFIC RATED GRATE
EXISTING TRAFFIC & PARKING SIGNS TO REMAIN
EXISTING SIGN TO REMOVE
DEMO & REMOVE EXISTING SCREEN WALL
MODIFIED CURB RAMP PER SPPWC 111-5 CASE D
INSTALL DETECTABLE WARNING SURFACE PER SPPWC 111-5
GRIND AND OVERLAY AC PAVEMENT, THICKNESS = 2" MIN.
COMMUNICATION CONDUIT AND BOX
GAS PIPE AND SERVICE METER
ADJUST CABLE BOX TO GRADE
DOMESTIC WATER SERVICE VAULT
FULL DEPTH PAVEMENT REPLACEMENT 5"AC OVER 6" CAB
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
CURVE TABLE
NO LENGTH RADIUS DELTA
C1 2.36'3.00'45.06'
C2 3.93'5.00'45.06'
PA
3/15/24
PROFILE - EXISTING SEWER
475
480
485
490
495
475
480
485
490
495
5+00 5+50 6+00 6+50 7+00
PROPOSED SURFACE
ALONG SEWER CL
EXISTING SURFACE ALONG
SEWER CL
4+
7
1
.
6
9
EX
I
S
T
.
M
H
#
.
4
I
U
-
2
6+
7
0
.
8
8
EX
I
S
T
.
M
H
#
4
I
U
-
3
RIM
4
8
8
.
6
4
RIM
4
8
9
.
4
0
RI
M
4
9
0
.
6
4
S=0.44%
47
6
.
8
0
IN
V
(47
7
.
2
7
)
INV
(477.12)
INV
(47
6
.
7
6
)
IN
V
30
32
CONTRACTOR TO FIELD
VERIFY EXISTING
SEWER MAIN AT NEW
MANHOLE LOCATION EXISTING 8"VCP SEWER
(FOR REFERENCE ONLY)
RI
M
4
9
0
.
2
1
6+
3
3
.
3
2
MH
#
B
2
30
S=0.42%
477
.
1
6
INV
5+
4
3
.
7
5
MH
#
B
1
CONTRACTOR TO FIELD
VERIFY EXISTING
SEWER MAIN AT NEW
MANHOLE LOCATION
5+
4
3
.
7
5
MH
#
B
1
8" - 13.2 LF
@ 39.10%
G
G
G
G
G
G
WH
E
E
L
E
R
A
V
E
E
S
A
N
T
A
C
L
A
R
A
S
T
ALLEY
481.92
8" INV
6+
7
0
.
8
8
EX
I
S
T
.
M
H
#
4
I
U
-
3
4+
7
1
.
6
9
EX
I
S
T
.
M
H
#
.
4
I
U
-
2
10
+
0
0
.
0
0
477.92
8" INV
477.97
8" INV
8" - 5.1 LF
@ 1.00%
EXIST. 8" VCP
(FIELD VERIFY)
33
EXIST. 8" VCP SEWER
(FIELD VERIFY)
32
30
R/W
R/W
PROPOSED 5' SIDEWALK
EASEMENT
6+
3
3
.
3
2
MH
#
B
2
31 31 8" - 10.6 LF
@ 94.49%
30
34
34
34
2.83' WIDE SIDEWALK
EASEMENT TO CITY OF
ARCADIA
481.92
8" INV
481.92
8" INV
481.92
8" INV
481.92
8" INV
486.92
8" INV
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
CONSTRUCTION NOTES
BREAK INTO EXISTING SEWER MAIN AND BUILD NEW MANHOLE PER SPPWC STD PLAN 200-4.
CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT.
INSTALL 8" VCP HOUSE CONNECTION TO NEW MANHOLE. SLOPE AND LENGTH PER PLAN
ADJUST MANHOLE TO GRADE PER SPPWC 205-3
INSTALL 8" VCP HOUSE CONNECTION AND CONNECT TO EXISTING 8" VCP SEWER. CONTRACTOR TO
FIELD VERIFY LOCATION AND INVERT OF EXISTING SEWER
INSTALL 8" TERMINAL CLEANOUT STRUCTURE STRUCTURE PER SPPWC 204-3
NOTES
A.TRENCH AND BEDDING DETAIL PER CITY OF ARCADIA STD PLAN 702
B.CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT.
30
31
32
33
34
7
PLAN
SCALE: 1" = 20'
PROPOSED SEWER MANHOLE & HOUSE
CONNECTiONS - ALLEY
PROFILE SCALES
HORZ.1" = 10'
VERT.1" = 1'
SEE SHEET 8
3/15/24
PROFILE - PROPOSED SEWER LINE A
475
480
485
490
475
480
485
490
10+0010+5011+0011+5012+0012+5013+0013+50
13
+
1
0
.
6
9
MH
#
A
1
10
+
0
0
.
0
0
EX
I
S
T
.
M
H
#
.
4
I
U
-
2
477.831
3
+
0
8
.
6
9
47
6
.
6
0
10
+
0
2
.
0
0
S=0.40%
RIM
4
8
7
.
9
9
RI
M
4
8
8
.
6
4
JU
N
C
T
I
O
N
4+
7
1
.
6
9
8" VCP SEWER
36
EXISTING SURFACE ALONG
SEWER CL
34
35
G
G G G G G G
G G G G G G G
4+
7
1
.
6
9
EX
I
S
T
.
M
H
#
.
4
I
U
-
2
10
+
0
0
.
0
0
WHEELER AVE
N
S
A
N
T
A
A
N
I
T
A
A
V
E
34
35 SEE SS LINE A
PROFILE
HEREON
13
+
1
0
.
6
9
MH
#
A
1
36 478.71
8" INV
8" - 35.5 LF
@ 2.28%31
R/W
477.90
8" INV
AL
L
E
Y
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
CONSTRUCTION NOTES
INSTALL 8" VCP HOUSE CONNECTION TO NEW MANHOLE. SLOPE AND LENGTH PER PLAN
BREAK INTO EXISTING MANHOLE AND CONNECT NEW 8" VCP SEWER
INSTALL 8" VITCLAY SANITARY SEWER
CONSTRUCT MANHOLE PER SPPWC STD PLAN 200-4.
NOTES
A.TRENCH AND BEDDING DETAIL PER CITY OF ARCADIA STD PLAN 702
B.CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT.
31
34
35
36
8
PLAN
SCALE: 1" = 20'
PROPOSED SANITARY SEWER - WHEELER AVE
PROFILE SCALES
HORZ.1" = 10'
VERT.1" = 1'
SEE SHEET 7
3/15/24
G
G
G
G
G
G
G
G
G
G
G
G
G
WH
E
E
L
E
R
A
V
E
E
S
A
N
T
A
C
L
A
R
A
S
T
20
.
0
0
'
ALLEY
8" DIP -
48
48
42
49
50
4349
50
49
53
43
40
STREET CL
STREET CL
13+17.94
13+23.87 49
4349
1+
7
1
.
4
5
1+
6
1
.
5
5
1+
3
0
.
6
3
45 44
41
41
EXISTING WATER MAIN PER
CITY OF ARCADIA WATER
PLAN A1CD 28
EXISTING WATER LINE PER
CITY OF ARCADIA WATER
PLAN B2 93
49
1+
6
8
.
9
8
46
8x8x68x8x6
508x8x8
8"
42 8"
13+18.60
5' SIDEWALK EASEMENTR/W
R/W
PROP. R/W
EXIST. R/W
5' SIDEWALK EASEMENT
1' DEDICATION TO CITY OF ARCADIA R/W
5152
47
42 6"
42 6"
171.4 LF
49
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
CONSTRUCTION NOTES
WATER SUPPLY
INSTALL 8" DI CLASS 52 PUBLIC WATER MAIN
INSTALL 6" DI CLASS 52 WATER LINE
INSTALL GATE VALVE PER CITY OF ARCADIA STD PLAN 717. SIZE PER PLAN
CONNECT TO EXISTING 8" WATER MAIN
6" DOMESTIC WATER OCTAVE METER AND SERVICE CONNECTION PER CITY OF ARCADIA STD PLAN 705
WITH APPROVED RP BACKFLOW PREVENTION DEVICE
6" DETECTOR CHECK VALVE FIRE CONNECTION INSTALLATION PER CITY OF ARCADIA STD PLAN 714
1.5" DOMESTIC WATER METER AND 2" SERVICE CONNECTION PER CITY OF ARCADIA STD PLAN 704 WITH
AN APPROVED RP BACKFLOW PREVENTION DEVICE
INSTALL 4" BLOWOFF PER STD PLAN 709
6" FIRE HYDRANT INSTALLATION PER CITY OF ARCADIA STD PLANS 706 COMMERCIAL HEAD
INSTALL THRUST BLOCK PER CITY OF ARCADIA STD PLAN 710
INSTALLTEE - SIZE PER PLAN
INSTALL 8" ZURN MODEL 475V REDUCED PRESSURE BACKFLOW DEVICE
INSTALL 6" AMES 5000SS-FS REDUCED PRESURE DETECTOR CHECK
INSTALL REDUCING ELBOW
NOTES
A.TRENCH AND BEDDING DETAIL PER CITY OF ARCADIA STD PLAN 702
40
41
42
43
44
45
46
47
48
49
50
51
52
53
9
PROPOSED WATER MAIN - ALLEY
PLAN
PLAN
SCALE: 1" = 20'
LIST OF MATERIALS
ITEM NO.DESCRIPTION ENGINEERS ESTIMATED
QUANTITIES UNIT
A.8" DI, CL 52 PUBLIC WATER MAIN 160 LF
B.6" DI, CL 52 PUBLIC WATER MAIN 55 LF
C.8"x8"x8" PE TEE D.I., P.R. 350, CML, CL 150 2 EA
D.8"x8"x6" PExPExFL TEE D.I., P.R. 350, CML, CL 150 3 EA
E.8" MJ RESILIENT- WEDGE GATE VALVE PER CITY OF ARCADIA STD PLAN 717 4 EA
F.6" MJ RESILIENT- WEDGE GATE VALVE PER CITY OF ARCADIA STD PLAN 717 3 EA
G.THRUST BLOCK 5 EA
H.8" D.I., MJ COUPLING 13 EA
I.6" D.I., MJ COUPLING 3 EA
J.8" END CAP, P.R. 35, CL 150 1 EA
K.COMMERCIAL FIRE HYDRANT ASSEMBLY WITH ONE 4" AND TWO 2.5" OUTLETS, 8"
LATERAL PER CITY OF ARCADIA STD PLAN 706 2 EA
L.6" DOMESTIC WATER WATER OCTAVE METER AND SERVICE CONNECTION PER CITY
OF ARCADIA STD PLAN 705 1 EA
M.8" DETECTOR CHECK VALVE FIRE CONNECTION INSTALLATION PER CITY OF
ARCADIA STD PLAN 714 1 EA
1.THE WATER SYSTEM SHOWN ON THESE PLANS SHALL
BE CONSTRUCTED BY THE DEVELOPER. ALL DESIGN
AND CONSTRUCTION TO BE IN ACCORDANCE WITH
CITY OF ARCADIA WATER STANDARD SPECIFICATIONS
AND STANDARD PLANS; AMERICAN WATER WORKS
ASSOCIATION (AWWA) STANDARDS; AND GREENBOOK
2000. THE CONTRACTOR SHALL HAVE A COPY OF
EACH OF THESE STANDARDS, AS WELL AS A COPY OF
THE PROJECT PLANS AND SPECIFICATIONS, ON THE
JOB AT ALL TIMES.
2.THE DEVELOPER SHALL FURNISH THE CITY WITH
RECORDED EASEMENTS FOR ALL PORTIONS OF THE
WATER SYSTEM OUTSIDE THE PUBLIC RIGHT-OF-WAY.
3.THE CITY SHALL BE FURNISHED WITH SIX COPIES OF
APPROVED CONSTRUCTION PLANS PRIOR TO THE
START OF CONSTRUCTION.
4.THE CONTRACTOR SHALL OBTAIN ALL CITY AND/OR
COUNTY PERMITS PRIOR TO THE START OF
CONSTRUCTION.
5.WATER MAINS SHALL BE STAKED FOR THE LINE AND
GRADE OR SHALL BE INSTALLED SUBSEQUENT TO
THE INSTALLATION OF THE CURBS BUT PRIOR TO
PAVING OF THE STREETS. THE MINIMUM COVER OVER
DOMESTIC WATER MAINS SHALL BE 42 INCHES BELOW
PAVEMENT FINISHED GRADE.
6.NO VALVE SHALL BE LOCATED WITHIN A GUTTER OR
OTHER CONCRETE DRAINAGE DEVICE.
7.ALL FIRE HYDRANTS SHALL BE INSTALLED PER THE
PUBLIC WORKS SERVICES DEPARTMENT - WATER
SECTION'S STANDARD PLAN NO. 706 AND SHALL HAVE
A CONCRETE PAD PLACED AROUND THEM.
8.NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED
BY THE CITY.
9.SHUT DOWN OF EXISTING WATER LINES TO
FACILITATE CONNECTION TO EXISTING FACILITIES
SHALL BE COORDINATED WITH THE PUBLIC WORKS
INSPECTOR AND CONDUCTED EXCLUSIVELY BY CITY
CREWS. NO CONNECTIONS TO THE CITY'S EXISTING
WATER SYSTEM SHALL BE MADE UNTIL THE NEW
FACILITIES HAVE BEEN SUCCESSFULLY TESTED AND
DISINFECTED. ALL CONNECTIONS TO THE CITY'S
WATER SYSTEM SHALL BE MADE IN THE PRESENCE
OF THE PUBLIC WORKS SERVICES DEPARTMENT -
WATER SECTION'S PUBLIC WORKS INSPECTOR
AND/OR OTHER DESIGNEE.
10.WATER HOUSE CONNECTION LATERALS SHALL BE
INSTALLED BEHIND THE CURB PRIOR TO PAVING OF
THE STREET. THE SERVICES SHALL BE EXTENDED TO
THEIR FINAL LOCATION BY THE DEVELOPER AT THE
TIME PRIOR TO PRESSURE TESTING OF THE WATER
SYSTEM.
11.SEPARATION OF WATER MAINS AND SEWERS SHALL
BE PER THE PUBLIC WORKS SERVICES DEPARTMENT
- WATER SECTION'S STANDARD PLAN NUMBER 701.
12.ALL WATER SERVICES SUPPLIED WITH PRESSURE
GREATER THAN 80 PSIG SHALL BE PROVIDED WITH
APPROVED PRESSURE REGULATORS SET AT LESS
THAN 80 PSIG.
13.METER BOXES SHALL BE INSTALLED DIRECTLY
BEHIND THE CURB WHETHER SIDEWALK IS DIRECTLY
BEHIND THE CURB OR NOT. METER BOXES INSTALLED
BEHIND ROLLED CURB SHALL HAVE TRAFFIC LIDS. NO
METER BOXES SHALL BE PERMITTED WITHIN
DRIVEWAYS.
14.VALVES SHALL BE INSTALLED PER THE PUBLIC
WORKS SERVICES DEPARTMENT - WATER SECTION'S
STANDARD PLAN NUMBER 716. THE DEVELOPER
SHALL RAISE ALL VALVE BOXES TO THE FINISHED
PAVEMENT GRADE UPON COMPLETION OF THE
PAVEMENT. IF THE SURFACE COURSE OF PAVEMENT
IS NOT COMPLETED WITHIN A REASONABLE AMOUNT
OF TIME AFTER THE BASE COURSE OF PAVEMENT IS
COMPLETED, THE DEVELOPER SHALL RAISE THE
VALVE BOXES TO THE FINISHED GRADE OF THE BASE
COURSE SO THAT THE CITY MAY OPERATE THE
VALVES. THE DEVELOPER SHALL THEN RAISE ALL
VALVE BOXES TO FINAL FINISHED GRADE OF THE
PAVEMENT UPON COMPLETION OF THE SURFACE
COURSE OF PAVEMENT.
WATER STANDARD SPECIFICATIONS
3/15/24
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ALLEY
1SR1-1
SR1-1
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CAMUTCD 2012 SIGN DESIGNATION:
R1-1 STOP
R1-2 YIELD
R3-7 RIGHT LANE MUST TURN RIGHT
R5-1 DO NOT ENTER
R26F(CA)NO STOPPING FIRE LANE
R99C ACCESSIBLE PARKING ONLY
MINIMUM FINE $250
W11-2 PEDESTRIAN CROSSING
LEGEND
SIGN
R/C CURB PAINTED RED STENCILED
WITH "NO PARKING - FIRE LANE"
IN WHITE PAINT EVERY 30 FT.
GENERAL NOTES:
1.ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2012;
CALTRANS STANDARD PLANS AND SPECIFICATIONS (JULY 2010); AND CITY OF
ARCADIA STANDARD PLANS. SEE CALTRANS STANDARD PLANS A20(A-D) AND
A24(A-E) FOR STRIPING DETAILS INCLUDING INSTALLATION AND REMOVAL OF
RAISED PAVEMENT MARKERS.
2.ALL WORK AND MATERIALS FOR THE FURNISHING AND APPLICATION OF
TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL
CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS, SECTIONS 84 AND
85.
3.ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4.STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY ENGINEER
PRIOR TO FINAL INSTALLMENT.
5.PRIOR TO COMPLETION OF THE FINAL SIGNING AND STRIPING, THE
CONTRACTOR SHALL NOTIFY THE CITY ENGINEER WHEN THE STRIPING LAYOUT
IS COMPLETE BEFORE APPLYING ANY PAVEMENT MARKERS.
6.LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH
ADJACENT SINGLE OR DOUBLE STRIPE OR CURB FACE AS APPROPRIATE.
7.ALL LANE LINES AT INTERSECTION APPROACHES AND DEPARTURES SHALL
BEGIN AND END WITH 30 FEET OF CONTINUOUS PAINT (TYP).
8.CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS
AND PAVEMENT LEGENDS BY WET SANDBLASTING. SANDBLASTING DEBRIS
SHALL BE REMOVED CONTINUOUSLY DURING SANDBLASTING OPERATIONS.
9.PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR
STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER.
10.LOCATION OF PAVEMENT LEGENDS SHALL MATCH THE CITY STANDARDS AND
STENCILS.
11.SIGNING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
SUBJECT TO CITY ENGINEER'S APPROVAL. ALL SIGNS SHALL CONFORM TO THE
CALIFORNIA MUTCD 2012.
12.ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH
PROTECTIVE OVERLAY FILM
13.A SINGLE BLUE RAISED REFLECTIVE PAVEMENT MARKER SHALL BE INSTALLED
ADJACENT TO ALL EXISTING FIRE HYDRANTS IN ACCORDANCE WITH
CALIFORNIA MUTCD 2012, FIGURE 3B-102.
14.ALL DAMAGED OR OBLITERATED PAVEMENT MARKINGS AND ARROWS SHALL
BE REAPPLIED IN KIND AS DIRECTED BY THE CITY ENGINEER.
CONSTRUCTION NOTES
APPLY STOP AND STOP BAR PAVEMENT MARKINGS PER SPPWC 172-0
INSTALL DETECTABLE WARNING SURFACE (TRUNCATED DOMES) PER CBC
11B-705. SEE DETAIL HERE ON
APPLY "LOADING ZONE" PAVEMENT MARKING
INSTALL SIGN, DESIGNATION PER PLAN, AND POST PER SPPWC STD. PLAN
180-0
1
2
3
4
DEVELOPMENT SERVICES DEPARTMENT
CITY OF ARCADIA 1: 20
27220 TURNBERRY LANE,
SUITE 190
VALENCIA, CA 91355
661.219.6000
DAVID MARTIN C74143
Know what'sbelow.Callbefore you dig.
10
PROPOSED SIGNING AND STRIPING - ALLEY
PLAN
PLAN
SCALE: 1" = 20'
SECTION A-A
AA
PLAN
NTS
TRUNCATED DOME DETAIL
3/15/24
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
2/
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0.01PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
ALEXAN ARCADIA
MIXED USE/MULTI FAMILY HOUSING PROJECT
34 E. SANTA CLARA ST.
ARCADIA CA 91006
PLAN CHECK SUBMITTAL 4
A PROJECT FOR:
ARCADIA APARTMENTS, LLC
COVER SHEET
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SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
INTERIORS BID SET 06/30/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
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PROPOSED MIXED-USE BUILDING
(7-STORIES AND 2 SUBTERRANEAN LEVELS)
ALEXAN ARCADIA
PROPOSED MIXED-USE/ MULTI-FAMILY HOUSING
34E. SANTA CLARA AVE
ARCADIA, CA, 91006
STANDARD PLANS USED IN THIS PROJECT:
CITY OF ARCADIA STANDARD PLANS:
6" COMPOUND METER ................................ ..............................................................720
DRIVEWAYS .................................................................................................................801
SPPWC (APWA) STANDARD PLANS:
CURB DRAIN ......................................................................................................... 150-3
CURB & GUTTER - BARRIER..................................................................................120-3
EARTHWORK QUANTITIES
DESCRIPTION CUT (CY)FILL (CY)
BUILDING SITE 64,400 0
EXTERIOR SITE 800 100
SUBTOTAL 65,200 100
NET EXPORT 65,100
THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES OF
MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR SCHEMATIC DESIGN PURPOSES ONLY. THE
ESTIMATE WILL BE REVISED FOR BONDING PURPOSES DURING THE CONSTRUCTION DESIGN PHASE.
THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES FOR CONTRACT PURPOSES.
SHRINKAGE, SWELL, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON DATA OBTAINED FROM THE
SOILS REPORT. FIELD CONDITIONS DURING CONSTRUCTION MAY VARY RESULTING IN ACTUAL
EARTHWORK QUANTITIES DIFFERENT FROM THOSE ESTIMATES ABOVE. GRADE ADJUSTMENTS MAY BE
REQUIRED DURING CONSTRUCTION TO ACHIEVE A BALANCED DESIGN.
"REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON GRADING AND
FOUNDATION EARTHWORK WHERE (SITE EXCEEDS 60,000 SF), (CUT OR FILL SLOPES
EXCEEDS 2:1), (CUTS EXCEEDS 40FT. IN HEIGHT AND WITHIN 20 FT. OF A PROPERTY
LINE), (FOUNDATION EXCAVATION BELOW 1:1 PLANE FROM PROPERTY LINE),
(PROJECTS INVOLVE UNUSUAL HAZARDS), (SHORING WORK INCLUDING SLOT-CUTS)"
(1704)
KEY MAP
SCALE: 1" = 30'
210
ATLA ST
PROJECT
SITE
VICINITY MAP
NOT TO SCALE
GENERAL PROJECT NOTES
OWNER:
ARCADIA APARTMENTS, LLC
5790 FLEET STREET, SUITE 140
CARLSBAD, CA, 92008
JOB ADDRESS:
34E. SANTA CLARA ST.
ARCADIA, CA, 91006
CIVIL ENGINEER:
PSOMAS
27220 TURNBERRY LANE, SUITE 190
VALENCIA, CA 91355
www.psomas.com
TEL: (661) 219-6000
REPRESENTATIVE: DAVID MARTIN
GEOTECHNICAL ENGINEER:
GEOCON INC.
3303 N SAN FERNANDO BLVD, SUITE 100
BURBANK, CA 91504
TEL: (818) 841-8388
REPRESENTATIVE: PETRINA ZEN
BONITA ST
CALIFORNIA ST
DIAMOND ST
EL DORADO ST
FANO ST
GENOA ST
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HUNTINGTON DR
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ISSUANCE NAME DATE
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100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C0.00
COVER SHEET,
VICINTY MAP &
NOTES
Know what'sbelow.Callbefore you dig.
PROPOSED IMPERVIOUS AREA: 35,220 SQ FT
PROPOSED PERVIOUS AREA: 3,859 SQ FT
Sheet List Table
NO.TITLE
C0.00 COVER SHEET, VICINTY MAP & NOTES
C0.01 NOTES
C0.02 WATER NOTES
C1.00 DEMOLITION PLAN - PHASE 1
C1.10 DEMOLITION PLAN - PHASE 2
C1.20 HAUL ROUTE PLAN
C2.00 ROUGH GRADING PLAN
C2.10 EROSION AND SEDIMENT CONTROL PLAN
C2.11 EROSION AND SEDIMENT CONTROL DETAILS
C3.00 OVERALL GRADING & DRAINAGE PLAN
C3.10 FINE GRADING & DRAINAGE PLAN
C3.11 FINE GRADING & DRAINAGE PLAN
C4.00 UTILITY PLAN
C5.00 HORIZONTAL CONTROL PLAN
C5.01 HORIZONTAL CONTROL ENLARGED PLAN
C6.00 SIGNING AND STRIPING PLAN
C7.00 GRADING DETAILS
C7.10 LID DETAILS
C7.20 UTILITY DETAILS
C7.21 UTILITY DETAILS
COMPLIANCE NOTES
GENERAL SWPPP AND LID
ALL CONSTRUCTION PERFORMED PER THESE PLANS, RELATED TO SITE DEMOLITION,
PREPARATION, GRADING, DRAINAGE, UTILITY INSTALLATION, PAVING, EROSION CONTROL,
LANDSCAPING AS WELL AS BUILDING CONSTRUCTION, SHALL BE DONE IN ACCORDANCE
WITH THE LATEST NPDES PERMIT, ISSUED BY STATE OF CALIFORNIA TO LA COUNTY AND
ALL ITS MUNICIPALITIES.
INSTALLATION AND MAINTENANCE OF LONG TERM BEST MANAGEMENT PRACTICES (BMPs)
FOR WATER QUALITY CONTROL, ARE THE RESPONSIBILITY OF THE PROJECT OWNER AND
DEVELOPER.
SEWER NOTES
1.WHERE THE SEWER IS TO BE PLACED WITHIN A FILL, THE CONTRACTOR SHALL FIRST
COMPACT THE FILL A MINIMUM OF 42 INCHES ABOVE THE TOP OF PIPE BEFORE TRENCH
EXCAVATION TO LAY PIPE.
2.EXISTING SEWAGE FLOWS IN PRIVATE OR PUBLIC SEWER SYSTEMS COULD BE
COMPROMISED, BLOCKED, OR SPILLED DURING THE CONSTRUCTION OF THIS IMPROVEMENT.
THE CONTRACTOR SHALL COMPLY WITH THE CITY'S POLICY OF ZERO SEWER SPILL ADOPTED
BY THE BOARD OF PUBLIC WORKS ON JUNE 26, 1998. THE CONTRACTOR IS DIRECTED TO
THE POLICY'S REQUIREMENTS AS DETAILED IN SECTIONS 7-8.4 AND 306-6.1 OF THE BROWN
BOOK. PRIOR TO COMMENCEMENT OF CONSTRUCTION, AN APPROVED EMERGENCY SPILL
RESPONSE PLAN AND APPROVED BYPASS PLAN ARE REQUIRED AND SHALL BE AVAILABLE
FOR THE INSPECTOR. EMERGENCY CONTACT NUMBERS FOR PERSONNEL OF THE BUREAUS
OF CONTRACT ADMINISTRATION, ENGINEERING, AND SANITATION SHALL BE OBTAINED FROM
BUREAU OF ENGINEERING.
3.EXCAVATE AND EXPOSE THE EXISTING SEWER LOCATED IN ________ AT STA ____ FOR
VERIFICATION OF THE INVERT ELEVATION BY THE PRIVATE ENGINEER. ANY NECESSARY
ELEVATION OR GRADE ADJUSTMENT TO PLAN SHALL BE AS DETERMINED BY THE ENGINEER
AND APPROVED AS PART OF AN I.C.A. PRIOR TO COMMENCEMENT OF PIPE INSTALLATION BY
THE CONTRACTOR.
4.RESURFACE SEWER TRENCH IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (GREENBOOK).
5.ALL SEWER MANHOLES SHOWN HEREON TO BE ADJUSTED TO GRADE SHALL BE ADJUSTED
TO FINISHED GRADE IN ACCORDANCE WITH STANDARD PLAN S-137.
STORM DRAIN NOTES
1.WHERE THE STORM DRAIN IS TO BE PLACED WITHIN A FILL, THE CONTRACTOR SHALL FIRST
COMPACT THE FILL A MINIMUM OF 3 FEET ABOVE THE TOP OF PIPE BEFORE TRENCH
EXCAVATION TO LAY PIPE.
2.TRENCH BACKFILL FOR ALL STORM DRAINS CONSTRUCTED IN DRAINAGE EASEMENTS SHALL
BE MECHANICALLY COMPACTED TO A RELATIVE DENSITY OF 90%.
3.LOCATIONS OF EXISTING HOUSE CONNECTION SEWERS SHOWN HEREON ARE
APPROXIMATE. IF INTERFERENCE IS ENCOUNTERED, REMODEL THE HOUSE CONNECTION IN
CONFORMANCE WITH THE APPLICABLE DETAIL ON STANDARD PLAN S-111-0.
4.THE CONTRACTOR SHALL VERIFY ELEVATION OF ANY SUBSTRUCTURE INDICATED WITH AN
ASTERISK (*) AND SHALL SECURE CLEARANCE OF THE PRIVATE ENGINEER BEFORE
PROCEEDING WITH INSTALLATION OF THE PIPE.
NOTICE TO CONTRACTORS:
1.PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL
JOIN CONDITIONS FOR GRADING AND DRAINAGE WORK. IF CONDITIONS DIFFER
FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED
CONDITIONS HAVE BEEN EVALUATED.
2.THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY
INFORMATION SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM A REVIEW
OF AVAILABLE RECORD DATA.
3.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO
NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT.
4.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS
AND/OR GEOLOGY REPORTS, AND THE SITE CONDITIONS PRIOR TO
COMMENCING WORK.
5.SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE
CONTRACTOR SHALL NOTIFY THE PROJECT ARCHITECT OR PSOMAS BEFORE
PROCEEDING WITH THE WORK IN QUESTION.
6.THE CONTRACTOR SHALL OBTAIN AN O.S.H.A PERMIT FROM THE CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES
OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER
AIR QUALITY NOTES:
A.GROUND WATERING TO CONTROL DUST SHALL BE REQUIRED DURING CONSTRUCTION,
PURSUANT TO SCAQMD RULE 403.
B.ALL CLEARING, EARTH MOVING OR EXCAVATION ACTIVITIES SHALL CEASE DURING
PERIODS WHEN WINDS EXCEED 15 MILES PER HOUR.
C.MATERIALS SUCH AS OIL-BASED ARCHITECTURAL COATINGS, PAINTS AND ASPHALT
USED IN CONSTRUCTION SHALL BE CONTROLLED ACCORDING TO SCAQMD
REGULATIONS.
D.ALL MATERIALS TAKEN OFF-SITE SHALL BE EITHER SUFFICIENTLY WATERED OR
SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST.
E.ON-SITE VEHICLE SPEED SHALL BE POSTED AT 15 MILES PER HOUR.
F.STREETS ADJACENT TO THE SITE SHALL BE SWEPT AS NEEDED TO REMOVE SILT
WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES.
G.ENGINES MUST BE MAINTAINED IN GOOD CONDITION ACCORDING TO
MANUFACTURER'S SPECIFICATIONS. BOTH GRADING AND CONSTRUCTION ACTIVITIES
ARE TO BE SCHEDULED TO EVEN OUT EMISSION PEAKS.
H.GRADING OPERATIONS SHALL BE SUSPENDED DURING SECOND STAGE SMOG ALERTS.
I.THE SITE SHALL BE FENCED TO REDUCE WIND-BLOWN DUST. CONSTRUCTION
MATERIALS NOT STORED BEHIND THE TEMPORARY FENCES SHALL BE COVERED. ALL
STORED SOIL AND SAND SHALL BE COVERED OR TREATED WITH SOIL BINDERS,
WHETHER INSIDE OR OUTSIDE THE TEMPORARY WALL. ALL DEBRIS SHALL BE
CLEANED UP DAILY AND PUT IN A DUMPSTER WHICH SHALL HAVE A LID AND THE LID
SHALL BE SECURED AT THE END OF THE DAY.
GENERAL UTILITY NOTES
1.SPECIAL PROVISIONS SUCH AS FLEXIBLE OR SWING JOINTS SHALL BE MADE FOR
BURIED UTILITIES TO ALLOW FOR DIFFERENTIAL VERTICAL DISPLACEMENT.
2.ALL WATER LINES SHALL BE INSTALLED WITH 36" MINIMUM COVER FROM TOP OF PIPE
TO FINISHED GRADE.
3.INSTALLATION OF PIPES IN TRENCHES SHALL BE IN ACCORDANCE WITH SECTION 306 OF
THE STANDARD SPECIFICATIONS. BEDDING FOR ALL SANITARY SEWER PIPE SHALL BE
AS SHOWN PER REFERENCED DETAIL.
4.THRUST BLOCKS SHALL BE INSTALLED AT ALL TEES AND BENDS IN NEW WATER LINES
PER REFERENCED DETAIL. FOR THRUST BLOCK BASE SIZES SEE TABLE IN DETAIL 1 ON
SHEET C5-2 OF THIS SET.
5.DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS OTHERWISE SHOWN.
6.ALL WATER LINE FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE NOTED.
7.THE CONTRACTOR MAY VARY THE GRADE AND/OR ALIGNMENT OF THE WATER LINE IF
FIELD CONDITIONS WARRANT WITH APPROVAL OF THE ENGINEER.
8.ALL SANITARY SEWER PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VCP
MANUFACTURED PER ASTM C 700, UNLESS OTHERWISE NOTED.
9.STORM DRAIN PIPE AND FITTINGS UP TO 18" SHALL BE PVC WITH PUSHON JOINS. SEE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEC. 207-16.
10.INSTALLATION AND TESTING OF FIRE SERVICE LINE SHALL BE PER NFPA 24. FIRE
DEPARTMENT IS TO WITNESS HYDROSTATIC TEST (8-9.3) AND FLUSH OF THE SYSTEM
(8-8).
11.CONTRACTOR TO PROTECT IN PLACE OR ADJUST WHERE NECESSARY ALL EXISTING
UTILITY LINES, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS, THAT LAY WITHIN
THE LIMITS OF THE NEW CONSTRUCTION, AND ARE NOT SPECIFICALLY MARKED TO BE
REMOVED OR ABANDONED.
12.ALL EXISTING, UTILITY LINES THAT HAVE SUBSTANDARD COVER DEPTH AND LAY WITHIN
THE LIMITS OF THE NEW CONSTRUCTION, SHALL BE REMOVED AND RECONSTRUCTED
IN ACCORDANCE WITH CITY OF LOS ANGELES STANDARD MINIMUM DEPTHS OF COVER
AND STANDARD BEDDING, AND TO THE SATISFACTION OF THE CITY INSPECTOR.
NOISE AND DUST CONTROL NOTES
THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING MEASURES:
1.NORMAL WETTING PROCEDURES OR OTHER DUST PALLIATIVE MEASURES SHALL BE
FOLLOWED DURING EARTH-MOVING OPERATIONS TO MINIMIZE FUGITIVE DUST
EMISSIONS IN COMPLIANCE WITH THE BMC AND AQMD RULE 403.
2.ROADWAYS SHALL BE PERIODICALLY SWEPT OR OTHERWISE CLEARED OF ANY SPILLED
EXPORT MATERIAL TO ASSIST IN MINIMIZING FUGITIVE DUST.
3.HEAVY-DUTY CONSTRUCTION EQUIPMENT SHOULD BE KEPT ON-SITE WHEN NOT IN
OPERATION TO MINIMIZE EXHAUST EMISSIONS ASSOCIATED WITH VEHICLES
REPETITIOUSLY ENTERING AND EXITING THE PROJECT SITE.
4.TRUCKS IMPORTING OR EXPORTING SOIL MATERIAL AND/OR DEBRIS SHALL BE COVERED
AND/OR SPRINKLED PRIOR TO ENTERING PUBLIC STREETS.
5.DISCONTINUE CONSTRUCTION DURING ANY SECOND STAGE SMOG ALERT.
6.THE NAME AND PHONE NUMBER OF A CITY CONTACT PERSON SHALL BE POSTED DURING
PERIODS OF BUILDING CONSTRUCTION, AT A LOCATION ON-SITE THAT IS VISIBLE TO THE
PUBLIC, FOR THE PURPOSE OF NOTIFYING THE PUBLIC WHO TO CALL REGARDING
NON-COMPLIANCE WITH THE ABOVE REQUIREMENTS.
7.WATER SITE AND EQUIPMENT MORNING AND EVENING.
8.OPERATE STREET-SWEEPERS ON PAVED ROADS ADJACENT TO SITE. WASH OFF TRUCKS
LEAVING THE SITE.
9.CONTRACTOR IS REQUIRED TO SPREAD SOIL BINDERS ON THE CONSTRUCTION SITE.
10.PROPERLY TUNE AND MAINTAIN CONSTRUCTION EQUIPMENT.
11.USE LOW-SULFUR FUEL FOR CONSTRUCTION EQUIPMENT.
12.PROVIDE RIDESHARE INCENTIVES FOR CONSTRUCTION PERSONNEL.
13.PROVIDE TRANSIT INCENTIVES FOR CONSTRUCTION WORKERS.
14.MINIMIZE OBSTRUCTION OF THROUGH-TRAFFIC LANES.
15.PROVIDE A FLAGPERSON TO ENSURE SAFETY AT CONSTRUCTION SITES.
GEOTECHNICAL NOTES
SOILS ENGINEERING DRAINAGE
SURFACE WATER SHOULD BE DIVERTED AWAY FROM SLOPES AND FOUNDATIONS.
ROOFS SHOULD BE PROVIDED WITH GUTTERS, AND THE DOWNSPOUTS SHOULD BE
CONNECTED TO APPROPRIATE RECEPTACLES.
ROOF DOWNSPOUTS AND SURFACE DRAINS SHOULD BE MAINTAINED ENTIRELY
SEPARATE FROM RETAINING WALL BACKDRAINS. THE OUTLETS SHOULD DISCHARGE
INTO APPROVED NON-EROSIVE DRAINAGE DEVICES.
PLANTERS ADJACENT TO BUILDING AREAS, DRIVEWAYS, AND CONCRETE FLATWORK
AREAS, SHOULD BE PROPERLY SEALED TO PREVENT THE INTRUSION OF MOISTURE
INTO THESE AREAS. THE EXCESS IRRIGATION WATER FROM THE PLANTER SHOULD BE
COLLECTED IN A DRAIN OR BE ALLOWED TO SPILL OVER THE TOP OF THE PLANTER IN
AREAS WHERE AMPLE SHEET DRAINAGE IS AVAILABLE TO DISPERSE IT.
HEAVY CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED A DISTANCE OF AT LEAST 3
FEET AWAY FROM WALLS DURING BACKFILL OPERATIONS AND HAND-OPERATED
COMPACTION EQUIPMENT SHALL BE USED TO COMPACT BACKFILL SOILS WITHIN THE
3-FOOT-WIDE ZONE ADJACENT TO WALLS, AS RECOMMENDED.
PRIOR TO EXCAVATION, AN INITIAL INSPECTION SHALL BE CALLED AT WHICH TIME
SEQUENCE OF SHORING, PROTECTION FENCES AND DUST AND TRAFFIC CONTROL
WILL BE SCHEDULED.
REGISTERED DEPUTY GRADING INSPECTOR
REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON GRADING AND
FOUNDATION EARTHWORK WHERE (SITE EXCEEDS 60,000 SF), (CUT OR FILL SLOPES
EXCEED 2:1), (CUTS EXCEED 40 FT. IN HEIGHT AND WITHIN 20 FT OF A PROPERTY LINE),
(FOUNDATION EXCAVATION BELOW A 1:1 PLANE FROM PROPERTY LINE), (PROJECTS
INVOLVE UNUSUAL HAZARDS), (SHOWING WORK INCLUDING SLOT-CUTS). (1704)
THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO RECOMMENDATIONS OF SOILS
ENGINEERING/GEOLOGIC REPORTS DATED ____________.
SIGNATURE DATE .
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PC SUBMITTAL 04/24/236
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PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C0.01
NOTES
GRADING NOTES
1.ALL GRADING SHALL CONFORM TO ARTICLE VIII, CHAPTER I, PART 1,
SECTION 8110 OF THE CITY OF ARCADIA MUNICIPAL CODE.
2.CUT AND FILL
A.MAXIMUM CUT SLOPE OF BE 2:1.
B.MAXIMUM FILL SLOPE TO BE 2:1.
3.INDICATE LOCATION OF MAXIMUM CUT AND FILL.
4.ALL FILL AND FILL SLOPE TO BE COMPACTED TO NOT LESS THAN NINETY
(90%) OF MAXIMUM DENSITY.
5.NO GRADING SHALL COMMENCE UNTIL GRADING PERMIT HAS BEEN
ISSUED BY THE CHIEF OF BUILDING OFFICIAL.
6.ESTIMATED PERIOD FOR COMPLETION OF GRADING:
GRADING WILL BEGIN:
TO BE COMPLETED BY:
7.OBTAIN PERMIT FROM CITY OF ARCADIA CITY ENGINEER FOR ALL WORK
8.REMOVE AND REPLACE DEFICIENT OR DAMAGED CURB AND GUTTER
SIDEWALK AND/OR PAVEMENT TO THE SATISFACTION OF THE
CITY INSPECTOR.
9.CONTACT PUBLIC WORKS INSPECTOR AT (626) 254-2725, AT LEAST 24
HOURS PRIOR TO CONSTRUCTION OF OFF-SITE IMPROVEMENTS. ALL
OFF-SITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION
OF THE PUBLIC WORKS SERVICES DIRECTOR PRIOR TO FINAL INSPECTION
BY THE BUILDING AND SAFETY DIVISION AND PRIOR TO ACCEPTANCE
10.CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL,
STATE, AND LOCAL LAWS AND REGULATIONS PERTAINING TO THE CLEAN
AIR AND CLEAN WATER ACT.
11.SOILS ENGINEER WILL INSPECT THE EXCAVATION AT THE BOTTOM OF
OVER-EXCAVATION TO DETERMINE THAT THE SOILS IS ADEQUATE PRIOR
TO RECOMPACTION.
GENERAL NOTES
1.ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE
CITY OF ARCADIA STANDARDS AND SPECIFICATIONS, AND APPENDIX J OF
THE 2022 CALIFORNIA BUILDING CODE.
2.PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS,
INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE,
TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE
SATISFACTION OF THE SOILS ENGINEER.
3.REMOVAL OF DEBRIS, EXISTING FILL AND DISTURBED NATURAL SOILS SHALL
BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER.
4.THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY
ADDITIONAL OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE
WITH THE SOILS ENGINEER’S RECOMMENDATIONS AND AS CONTAINED IN
THE SOILS REPORT.
5.THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6
INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO
AT LEAST 90% OF THE MAXIMUM DENSITY, AS DETERMINED BY APPENDIX J
OF THE 2022 CALIFORNIA BUILDING CODE OR EQUIVALENT COMPACTION
SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER.
6.IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED
DURING CONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE SOILS ENGINEER AND BUILDING DEPARTMENT BEFORE
PROCEEDING FURTHER.
7.THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO
CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR
DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY; DUST
SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD
THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATION.
8.PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR
SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER
AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10
FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION HAS
BEEN OBTAINED.
9.NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT
AND NOTIFYING THE BUILDING INSPECTOR 24 HOURS PRIOR TO START OF
WORK.
10.RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY
THE ENGINEER OF RECORD IN ACCORDANCE WITH APPENDIX J OF THE 2022
CALIFORNIA BUILDING CODE.
11.THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND
REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY
SUBCONTRACTOR AND AGENCIES CONCERNING UTILITY LINE BACKFILL
INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS
AND LANDSCAPE IRRIGATION LINES.
12.CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE
BUILDING AND SAFETY DIVISION PRIOR TO THE BUILDING AND SAFETY
DIVISION PRIOR TO THE FINAL BUILDING INSPECTION.
13.AN "AS-BUILT" GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID
GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION
PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO THE FINAL GRADING
INSPECTION.
14.ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE
ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH
APPROVED WATERING SYSTEM.
15.NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE BUILDING OFFICIAL AND THE CIVIL ENGINEERING OF
RECORD.
16.ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5%
WILL BE WATER TESTED PRIOR TO THE FINAL FINISH. ANY RESIDUAL PONDING
IN EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND
REPLACEMENT.
17.ALL WALLS OVER 3 FT. IN FINISH HEIGHT REQUIRE SEPERATE PERMITS AND
INSPECTION.
18.ALL WORK WITHIN THE PUBLIC RIGHT OF WAY REQUIRES PERMITS AND
INSPECTION ISSUED BY THE ENGINEERING DIVISION.
19.IN THE EVENT THAT THE PROJECT EXCAVATES ANY PORTION OF A CITY
STREET THAT IS LISTED UNDER THE CITY'S 5 YEAR PAVEMENT REHABILITATION
MORATORIUM AT THE TIME OF EXCAVATION, THE OWNER AND/OR DEVELOPER
WILL BE RESPONSIBLE FOR REPAVING THE STREET FULL WIDTH FROM
PROPERTY LINE TO PROPERTY LINE OR TO THE CITY ENGINEER'S
SATISFACTION PRIOR TO FINAL PROJECT ACCEPTANCE.
20.GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN
72 HR. IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT,
EACH PROPOSED IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND
APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE.
21.WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT
CONFORMS TO SOILS REPORT NO. W1304-06-01 DATED 09/19/2023 FOR
34 E. SANTA CLARA AVENUE (JOB ADDRESS) PREPARED BY: GEOCON
WEST,INC.
PETRINA ZEN STATE LIC. NO. G.E.3217
22.THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR THE
PROFESSIONAL INSPECTION IN ACCORDANCE WITH APPENDIX J OF THE 2022
CALIFORNIA BUILDING CODE.
PSOMAS, D MARTIN STATE LIC. NO. C74143
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50% CD 02/13/23
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VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
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WATER NOTES
CAP SEWER
LATERAL
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
ALLEY
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS SS SS SS SS SS SS
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G
G G G G G G G
G
G G G G G G G
SS
SS
SS
SS
S
S
ATM
PAD 1
ATM GUARD
POST 11
PARKING
LOT 2
BUILDING 2
BUILDING
2
PARKING
LOT 2
BUILDING1
BUILDING1
STAIRS 1
SANITARY
SEWER 4
EMH
VAULT 1
4
BUILDING1
3 UPS/FEDEX DROPBOX
TO BE RELOCATED PER
OWNER'S DIRECTION
DRIVEWAY & SIDEWALK DEMOLITION
WORKS PER SEPARATE PLAN AND
PERMIT
DEMOLITION WORKS WITHIN THE
ALLEY R/W PER SEPARATE PLAN AND
PERMIT
DRIVEWAY & SIDEWALK DEMOLITION WORKS
PER SEPARATE PLAN AND PERMIT
1
5
GRATE
1 GRATE
1 ELEC. EQUIPMT
& PAD
1 GATE &
FENCE
PHASE 1
DEMOLITION
LIMIT
1CURB
1 AC
PVMT
12.0
0
'
1ISLAND
1CURB
1 AC
PVMT
1 AC
PVMT
12.00'
PHASE 1
DEMOLITION
LIMIT
PHASE 1
DEMOLITION
LIMIT
PHASE 1
DEMOLITION
LIMIT
PHASE 1
DEMOLITION
LIMIT
PHASE 1
DEMOLITION
LIMIT
LOT 1
LOT 2
1ELECT.
LINE
1ELECT.
LINE
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
30 E SANTA CLARA ST.
2 STORY CONCRETE
BUILDING BFA = 6,634 SQ.FT.
25 WHEELER ST.
1 STORY STUCCO BUILDING
BFA = 4,591 SQ.FT.
33 WHEELER ST.
1 STORY BRICK BUILDING
BFA = 3,733 SQ.FT.
4
CAP SEWER
LATERAL 4
DEMOLITION NOTES:
PROTECT IN PLACE EXISTING
REMOVE EXISTING
REMOVE AND RELOCATE EXISTING
REMOVE AND CAP PER UTILITY PROVIDER REQUIREMENTS
AFTER REALIGNMENT OF THE EXISTING SEWER
CONNECTIONS PER DETAILS ON C4.00
ADJUST TO GRADE PER CONSTRUCTION DRAWINGS
LEGEND:
EXISTING PROPERTY LINE
EXISTING WALL
DEMOLISH ANY EXISTING EXCEPT
NOTED, CUT & CAP ANY EXISTING
UTILITIES (IF ANY)
DEMOLISH AFTER NEW SEWER LINE HAS
BEEN CONSTRUCTED
SAWCUT LINE
LIMIT OF DEMOLITION
NOTES:
1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES PRIOR TO
COMMENCEMENT OF WORK
2.PROTECT EXISTING UTILITIES, VALVES, CLEANOUTS,
MANHOLES(ADJUST TO GRADE IF NECESSARY)PROTECT FIRE
DEPARTMENT CONNECTION IN PLACE.
3.PROTECT IN PLACE EXISTING ADJACENT BUILDINGS AND THEIR
FOUNDATIONS
1
2
3
4
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PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C1.00
DEMOLITION
PLAN - PHASE 1
5
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
E SANTA CLARA ST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SS
ATM
PAD 1ATM1
BUILDING1
BUILDING1
STAIRS 1
BUILDING1
3 UPS/FEDEX DROPBOX
TO BE RELOCATED PER
OWNER'S DIRECTION
1 GRATE
1 GRATE
1 ELEC. EQUIPMT
& PAD
1 GATE &
FENCE
LOT 1
6
1 2VAULT
STEP 2
2 LIGHT
POLE
2 SIGN
2 SIGN
4BOLLARD
1ROOF
DRAIN
1
COLUMN
1 ROOF
DRAIN
1 COLUMN
1 FIRE HOSE
CONNECTION
1
COLUMN
1 VENT
2 CLEANOUT
STRUCT.
2 CURB
DRAIN
1 BFP
2
2 SIGN
TREE
1 WATER
LINE
1WATER
LINE
1WATER
LINE
2 LIGHT
POLE
4 BOLLARD
2 LIGHT
POLE
1 VENT
1 SIGN
1TELECOM
1AREA DRAIN
2STORM
DRAIN
1TELECOM
2TELECOM
2TELECOM
2TELECOM
1 ELECT.
LINE
1TELECOM
2TELECOM
2
SAN.
SEWER
1 ELECT.
LINE
SAN.
2 STREET
LIGHT
COND.
51 EMH
VAULT
5
WHEELER AVE
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G G G G G G G G G
SSSS
SS
SS
2SIGNS
2SIGN
2 TREE
2 AREA
DRAIN
1 ELECT.
LINE
2 SAN.
SEWER
2 STORM
DRAIN
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
DEMOLITION NOTES:
PROTECT IN PLACE EXISTING
REMOVE EXISTING
REMOVE AND RELOCATE EXISTING
REINSTATE EXISTING
ADJUST TO GRADE PER CONSTRUCTION DRAWINGS
REMODEL/RECONSTRUCT PER CONSTRUCTION DRAWINGS
LEGEND:
EXISTING PROPERTY LINE
EXISTING WALL
DEMOLISH ANY EXISTING EXCEPT
NOTED, CUT & CAP ANY EXISTING
UTILITIES (IF ANY)
DEMOLISH AFTER NEW SEWER LINE HAS
BEEN CONSTRUCTED
SAWCUT LINE
LIMIT OF DEMOLITION
NOTES:
1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES PRIOR TO
COMMENCEMENT OF WORK
2.PROTECT EXISTING UTILITIES, VALVES, CLEANOUTS,
MANHOLES(ADJUST TO GRADE IF NECESSARY)PROTECT FIRE
DEPARTMENT CONNECTION IN PLACE.
3.PROTECT IN PLACE EXISTING ADJACENT BUILDINGS AND THEIR
FOUNDATIONS
1
2
3
4
V:
\
1
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C
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1
4
0
CA
R
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B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
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D
-
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/
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,
C
A
9
1
3
5
5
66
1
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2
1
9
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6
0
0
0
50% DD 11/07/22
34
E
.
S
A
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A
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L
A
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A
S
T
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AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C1.10
DEMOLITION
PLAN - PHASE 2
5
SEE BELOW LEFT
SEE ABOVE RIGHT
6
WHEELER AVE
E SANTA CLARA ST
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
V:
\
1
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C
0
4
0
1
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0
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,
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
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D
-
U
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E
/
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-
F
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PR
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T
27
2
2
0
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N
B
E
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R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C1.20
HAUL ROUTE
PLAN
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
LINE OF SHORING
REFER TO SHORING
PLANS FOR DETAILS
LINE OF SHORING
REFER TO SHORING
PLANS FOR DETAILS
5.
1
%
470.42
FG
466.75
FG
PAD FG 470.42
PAD FG 476.92
PL
R/W
5.
0
0
'
PROPOSED 5' SIDEWALK
EASEMENT TO THE CITY
PROPOSED 5' SIDEWALK
EASEMENT TO THE CITY
R/W
R/W
PL
PL
R/W
2' SIDEWALK
EASEMENT TO THE
CITY
PL
R/W
R/W
PROPOSED ALLEY
IMPROVEMENTS PER SEPARATE
PLAN & PERMIT
PROPOSED DRIVEWAY &
SIDEWALK IMPROVEMENTS PER
SEPARATE PLAN & PERMIT
PROPOSED DRIVEWAY &
SIDEWALK IMPROVEMENTS PER
SEPARATE PLAN & PERMIT
PROPOSED DRIVEWAY &
SIDEWALK IMPROVEMENTS PER
SEPARATE PLAN & PERMIT
LINE OF SHORING
REFER TO SHORING
PLANS FOR DETAILS
4.
1
%
470.42
FG
469.84
FG
466.75
FG
476.92
FG
465.75
FG
476.92
FG
464.70
FG
464.70
FG
465.75
FG
LINE OF SHORING
REFER TO SHORING
PLANS FOR DETAILS
1' WIDE STREET
DEDICATION TO THE CITY4' STREET DEDICATION
TO THE CITY
3' WIDE STREET
DEDICATION TO THE
CITY
2.
0
%
2.
0
%
2.
0
%
1.
0
:
1
1.
0
:
1
V:
\
1
A
R
C
0
4
0
1
0
0
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2
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G
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3/
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0
2
4
3
:
3
5
P
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57
9
0
F
L
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T
S
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R
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T
,
S
U
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
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-
F
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PR
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T
27
2
2
0
T
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N
B
E
R
R
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L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
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A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C2.00
ROUGH GRADING
PLAN
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
NOT A PART
AL
L
E
Y
LOT 1
LOT 2
WM-1
WM-8
WM-5
SE-1
SE-6
SE-1 SE-6
SE-1
TC-1
TC-3
WM-9
SE-7
SE-10
SE-10
SE-6
SE-6
SE-6
SE-6
SE-6
SE-6
SE-5
SE-6
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G
G G G G G G G
G
G G G G G G G
SE-10
SE-10
SE-10
SE-7
SE-7
SE-7
SE-7
SE-7
SE-7SE-7
SE-7 PAD FG 466.20
PAD FG 470.42
PAD FG 476.92
465.75
FG
475.72
FG
466.75
FG
470.42
FG
2.
0
%
4.
1
%
5.
1
%
SE-10
V:
\
1
A
R
C
0
4
0
1
0
0
\
E
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R
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H
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T
S
\
C
2
.
1
0
E
r
o
s
i
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n
&
S
e
d
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C
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t
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l
P
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n
.
d
w
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3/
1
9
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2
0
2
4
3
:
3
6
P
M
57
9
0
F
L
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T
S
T
R
E
E
T
,
S
U
I
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
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/
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27
2
2
0
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B
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,
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1
9
0
VA
L
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A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
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A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
LEGEND
SILT FENCE
(TEMPORARY CONSTRUCTION FENCE)
FIBER ROLLS
GRAVEL BAG BERM
STREET SWEEPING AND VACUUMING
STORM DRAIN OUTLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE/EXIT
ENTRANCE/OUTLET TIRE WASH
DEWATERING OPERATIONS
MATERIAL DELIVERY AND STORAGE
MATERIAL USE
SOLID WASTE MANAGEMENT
CONCRETE WASTE MANAGEMENT
SANITARY SEPTIC WASTE MANAGEMENT
SE-1
SE-6
SE-7
TC-1
WM-1
WM-2
TC-3
SE-10
WM-5
WM-8
WM-9
NS-2
C2.10
EROSION AND
SEDIMENT
CONTROL PLAN
SE-5
V:
\
1
A
R
C
0
4
0
1
0
0
\
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S
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T
S
\
C
2
.
1
0
E
r
o
s
i
o
n
&
S
e
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C
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P
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.
d
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3/
1
9
/
2
0
2
4
3
:
3
6
P
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57
9
0
F
L
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S
T
R
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E
T
,
S
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
M
U
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T
I
-
F
A
M
I
L
Y
H
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S
I
N
G
PR
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C
T
27
2
2
0
T
U
R
N
B
E
R
R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
NTS
SILT FENCESE-1
NTS
STABILIZED CONSTRUCTION ENTRANCE/EXITTC-1
NTS
CONCRETE WASTE MANAGEMENTWM-8
NTS
STORM DRAIN INLET PROTECTION SE-10
C2.11
EROSION AND
SEDIMENT
CONTROL
DETAILS
NTS
GRAVEL BAG BERMSE-8
GRAVEL BAG BERM
NTS
FIBER ROLLSE-5
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G
G G G G G G G
G
G G G G G G G
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
ALLEY
30
.
0
0
'
30
.
0
0
'
50.00'50.00'
100.00'
60
.
0
0
'
10.00'10.00'
20.00'
10
.
0
0
'
10
.
0
0
'
20
.
0
0
'
J
DRIVEWAY
ENTRANCE
P.
A
.
DRIVEWAY
ENTRANCE
DRIVEWAY
ENTRANCE
COMMERCIAL UNITS
AMENITIES
PROPOSED MIXED-USE BUILDING
(7-STORIES AND 2 SUBTERRANEAN LEVELS)
LOBBY
FF=488.92
FF=489.75
FF=491.00
491.00
FS
491.00
FS
491.00
FS491.00
FS
FF=496.25
494.82
FS
495.17
FS
495.17
FS
494.33
FS
491.00
FS
491.00
FS
491.00
FS
FF=490.83
FF=488.08
FF=491.54
FF=492.00
494.33
FS
494.33
FS
492.87
FS
494.33
FS
492.50
FS
494.33
FS
FF=486.50
491.00
FS
FF=488.08
4.
3
%
5.
9
%
2.
4
%
0.
6
%
8.7%
1.
1
%
0.
5
%
1.
7
%
1.
5
%
1.
9
%
1.
9
%
2.
9
%
3.
2
%
1.8%
1.3%
7.0%
1.2%
1.5%
1.7%
1.7%
1.
1
%
2.
2
%
7.5%
AL
L
E
Y
491.00
FS
16
.
0
0
'
1
8
.
0
0
'
8.50
'
12.00'
24.00'
30.00'
494.83
FS
492.86
FS
493.22
FS
20.00'
C3.11
C3.10
495.01
FS
494.33
FS
494.33
FS
491.00
FS
491.53
FS
492.87
FS
494.04
FS
FF=489.08
1.1%
RA
M
P
D
O
W
N
T
O
L
E
V
E
L
P
1
LINE OF BUILDING ABOVE
LINE OF P1 LEVEL BELOW
(E) CURB & GUTTER
PROP.
PL
EXIST. V-GUTTER
EXIST. CURB
& GUTTER
EXIST. CURB
LINE OF BUILDING ABOVE
LINE OF LEVEL P2 BELOW
LINE OF BUILDING ABOVE
LINE OF LEVELS P1 &
P2 BELOW
LINE OF LEVELS P1 &
P2 BELOW
0"CF
0"CF
6"CF
6"CF
0"CF
0"CF
0"CF
0"CF
6"CF
6"CF
LINE OF LEVEL
P2 BELOW
(E) FF 494.45
(E) FF 494.37
NEW PL
PL
PL
R/W
R/W
VARIABLE SIDEWALK
EASEMENT TO CITY OF
ARCADIA
5.
0
0
'
SI
D
E
W
A
L
K
EA
S
E
M
E
N
T
NEW R/W
NEW PL
1' DEDICATION TO CITY OF ARCADIA
EXIST. R/W
NEW R/W
4' DEDICATION TO CITY OF ARCADIA
EXIST. R/W
NEW R/W
3' DEDICATION
TO CITY OF
ARCADIA
2' SIDEWALK
EASEMENT TO
CITY OF ARCADIA
2' SIDEWALK
EASEMENT TO CITY
OF ARCADIA
R/W
PROPOSED SIDEWALK & DRIVEWAY
IMPROVEMENTS PER PUBLIC WORKS
PLANS & PERMIT
PROPOSED SIDEWALK & DRIVEWAY
IMPROVEMENTS PER PUBLIC WORKS
PLANS & PERMIT
PROPOSED ALLEY IMPROVEMENTS PER
PUBLIC WORKS PLANS & PERMIT
PROPOSED SIDEWALK & DRIVEWAY
IMPROVEMENTS PER PUBLIC WORKS
PLANS & PERMIT
PROPOSED ALLEY IMPROVEMENTS PER
PUBLIC WORKS PLANS & PERMIT
2' SIDEWALK
EASEMENT TO CITY
OF ARCADIA
V:
\
1
A
R
C
0
4
0
1
0
0
\
E
N
G
R
\
S
H
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T
S
\
C
3
.
0
0
G
r
a
d
i
n
g
.
d
w
g
3/
1
9
/
2
0
2
4
3
:
3
7
P
M
57
9
0
F
L
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T
S
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T
,
S
U
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
M
U
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T
I
-
F
A
M
I
L
Y
H
O
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S
I
N
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PR
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T
27
2
2
0
T
U
R
N
B
E
R
R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C3.00
OVERALL
GRADING &
DRAINAGE PLAN
SEE SHEETS C3.10 AND C3.11 FOR ON-SITE
FINE GRADING AND DRAINAGE
LEGEND
MAJOR CONTOUR
GRADE BREAK
FLOW LINE
SAWCUT LINE
CONCRETE GUTTER
STORM DRAIN
DRY WELL
SETTLEMENT CHAMBER
STORMWATER EJECTOR
AREA DRAIN
ATRIUM DRAIN
J
GE SANTA CLARA ST
10.00'
10.00'10.00'
20.00'
20
.
0
0
'
4" - 15.8 LF
@ 8.40%
DRIVEWAY
ENTRANCE
P.
A
.
DRIVEWAY
ENTRANCE
AMENITIES
PROPOSED MIXED-USE BUILDING
(7-STORIES AND 2 SUBTERRANEAN LEVELS)
LINE OF BUILDING ABOVE
(E) CURB & GUTTER
CAFE
LINE OF LEVEL P2 BELOW
LINE OF BUILDING
ABOVE
LINE OF LEVELS P1 &
P2 BELOW
LINE OF LEVELS P1 &
P2 BELOW
8" - 13.3 LF
@ 5.14%
8" - 36.2 LF
@ 2.19%
4" - 16.0 LF
@ 4.99%
8" - 38.1 LF
@ 2.51%
8" - 49.3 LF
@ 2.09%
4.
3
%
5.
9
%
2.
4
%
8.7%
1.
9
%
2.
9
%
8.4%
1.1%
1.1%
1.4%
1.8%
1.7%
AL
L
E
Y
5
22
23
RIM
477.25
RIM
477.25 20
3
12.00'
5
4
0"CF
7.00'
TRANS.
487.00
4" INV
487.32
8" INV
488.79
8" INV
20
0.
0
%
1.0%
4" - 27.0 LF
@ 4.99%
4" - 8.5 LF
@ 5.87%
4" - 8.4 LF
@ 18.00%
4" - 15.9 LF
@ 6.30%
4" - 30.0 LF
@ 1.00%
4" - 9.1 LF
@ 7.37%
20
6.
1
%
1.
7
%
6.
3
%
20
488.00
8" INV
488.50
4" INV
20
26
20
26
488.79
8" INV
489.20
4" INV
490.00
4" INV 26
26491.00
4" INV
490.30
4" INV 26
20
21 12x12
489.80
8" INV
491.50
4" INV 26
20
492.00
4" INV26
26
490.83
8" INV
21 12x12
0.7%
1.
8
%
1.5%
1.
9
%
0.9%
7
1.
5
%
0.
8
%
2.
0
%
1.
6
%
1.2%0.
3
%
1.8%
2.0%
1.6%
1.9%
6
5
2
EXIST. ATM
STATIONS
4 4
4
4
NEW
PL
NEW
PL
4
LINE OF BUILDING ABOVE
4
LINE OF
BUILDING ABOVE
(E) FF 494.45
(E) FF 494.37
490.21
3" INV
27
ALLEY IMPROVEMENTS
PER STREET
IMPROVEMENT PLANS
& PERMIT
PROPOSED R/W
PROPOSED 5.0' SIDEWALK EASEMENT
PROPOSED 1'
DEDICATION TO CITY
OF ARCADIA
PROPOSED SIDEWALK IMPROVEMENTS PER STREET
IMPROVEMENT PLANS & PERMIT
1.
7
%
4" - 1.3 LF
@ 15.62%20
491.00
4" INV 26
490.49
4" INV
490.80
4" INV
490.17
4" INV
26
489.00
4" INV 26
488.33
4" INV
20
20
20
20
20
EXIST.
COLUMN
EXIST. COLUMN
& DOWNSPOUT
28
20
490.50
6" INV
6" - 9.6 LF
@ 11.94%
7 BACKFLOW
PREVENTER
1.8%
1.6%
1.9%
EXISTING SCE EASEMENT
491.00
FS
FF=496.25
494.33
FS
491.00
FS
494.33
FS
491.00
FS
FF=493.36
FF=493.77
494.33
FS
494.33
FS
493.36
FS
494.33
FS
492.50
FS
494.31
FS
FF=486.50
491.98
FS
494.24
FS
495.94
FS
496.23
FS
496.23
FS
495.25
FS
495.02
FS
494.83
FS
494.84
FS
494.31
FS
494.31
FS
491.03
FS
491.10
FS
491.17
FS
490.92
FS
490.92
FS
493.27
FS
491.05 TC
490.55 FS491.15 TC
490.65 FS
491.03 TC
490.53 FS
490.72 TC
490.22 FS
490.73 TC
490.23 FS
490.83 TC
490.33 FS
490.80 TC
490.30 FS
490.95
FS
493.30
FS
493.35
FS
493.45
FS
493.59
FS
493.74
FS
493.70
FS
493.87
FS
493.77
FS
493.90
FS
493.83
FS
494.00
FS
494.06
FS
494.11
FS
494.08
FS
493.90
FS
493.99
FS
493.96
FS
494.09
FS
494.20
FS
494.22
FS
494.12
FS
494.17
FS
494.04
FS 494.09
FS
494.13
FS
494.05
FS
494.30
FS
494.10
FS
494.43
FS
494.43
FS
494.28
FS
494.27
FS494.35
FS
494.35
FS
493.97
FS
494.08
FS
494.12
FS
494.09
FS
494.04
FS
493.99
FS
494.04
FS
493.92
FS
494.21
FS
494.10
FS
495.10
FS
494.99
FS
495.22
FS
495.79
FS
490.87 TC
0" CF
494.17
FS
491.10
FS
493.20
FS
493.35
FS
493.35
FS493.33
FS
490.92
FS 490.96
FS
490.97
FS
490.99
FS
491.03
FS
492.42
FS
492.37
FS
492.45
FS
492.35
FS492.32
FS
493.50
FS
493.54
FS
490.90
FS
493.57
TG
494.18 TC
493.68 FS
494.87 TC
494.37 FS
495.02 TC
494.52 FS
495.10 TC
494.60 FS
495.61 TC
495.11 FS
496.09 TC
495.59 FS
496.08 TC
495.58 FS
496.22 TC
495.72 FS
494.82 TC
494.32 FS
494.95 TC
494.45 FS
494.78 TC
0" CF
495.08
FS
495.25
FS
495.31
FS
495.20
FS
494.28 TC
0" CF
494.24 TC
493.74 FS
495.10
FS
495.77
FS
495.74
FS
495.89
FS
496.03
FS
495.76
FS
496.03
FS
496.23
FS
FF=496.25
495.92
FS
494.30
FS
491.52
FS
491.47
FS
495.64
FS
494.10
RIM
493.22
FS
494.53 TC
494.03 FS
494.59
FS
495.25 TC
494.75 FS
495.93
FS496.21
FS
495.73
FS
494.94
FS
495.01
FS
494.63
FS
494.54
FS494.53
FS
494.61
FS
495.98
FS
496.13
FS
493.80
FS
491.52
FS
491.98
FS
491.00
FS
2.
0
%
1.0%
11
11
PROPOSED
SIDEWALK EASEMENT
FOR ACCESSIBILITY
2.83'
PROP.
SIDEWALK
EASEMENT
29a 490.23
3" INV
490.17
3" INV
490.15
3" INV
29a
29aSEE
STREET
IMPRVMT.
29b
N=6
R=4.5"12
490.17
3" INV
490.19
3" INV
(E) ELEC.
EQPMT &
PAD
VENT PER
PLUMBING
PLANS
493.77
FS
FF=491.00
4" - 27.0 LF
@ 4.99%
20
8"- 64.65.47 LF
@ 2.72%
STORM
DRAINS
PER
PLUMBING
PLANS
LINE OF LEVELP2 BELOW
(LIMIT OF BUILDING
EXCAVATION/SHORING)
491.05
FS
V:
\
1
A
R
C
0
4
0
1
0
0
\
E
N
G
R
\
S
H
E
E
T
S
\
C
3
.
1
0
F
i
n
e
G
r
a
d
i
n
g
.
d
w
g
3/
1
9
/
2
0
2
4
3
:
3
7
P
M
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
27
2
2
0
T
U
R
N
B
E
R
R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C3.10
FINE GRADING &
DRAINAGE PLAN
SEE SHEET C3.11 SEE SHEET C3.11
SE
E
S
H
E
E
T
C
3
.
1
1
LEGEND
MAJOR CONTOUR
GRADE BREAK
FLOW LINE
SAWCUT LINE
CONCRETE GUTTER
STORM DRAIN
DRY WELL
SETTLEMENT CHAMBER
STORMWATER EJECTOR
AREA DRAIN
ATRIUM DRAIN
CONSTRUCTION NOTES
GRADING
SAWCUT AND/OR JOIN EXISTING GRADE
CONSTRUCT AC PAVEMENT PER DETAIL 1 ON C7.00
COMMERCIAL DRIVEWAY APRON PER SEPARATE PLAN & PERMIT
CONSTRUCT PCC WALKWAY, CASE B, PER DETAIL 2 ON SHEET C7.00
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3 PER DETAIL 4 ON
SHEET C7.00
CONSTRUCT TYPE A2-6 CURB & GUTTER, W=1.5' UNLESS NOTED
OTHERWISE, PER SPPWC STD. PLAN 120-3, PER DETAIL 4 ON SHEET C7.00
ADJUST MANHOLE/UTILITY DEVICE TO GRADE
RE-CONSTRUCT STEP TO 6" RISER
CONSTRUCT CASE A, MODIFIED WITH RETAINING CURB TYPE 1 CURB RAMP
PER SPPWC STD. PLAN 111-5 ON SHEET C7.01
INSTALL 3' WIDE LONGITUDINAL GUTTER PER SPPWC STD PLAN 122-3,
MODIFIED TO 3' WIDTH WITH 12" DEPTH AND 3 EQUALLY SPACED DOWELS
PER DETAIL 6 ON SHEET C7.00
CONSTRUCT RAMP AND HANDRAILS PER LANDSCAPE PLAN
CONSTRUCT STAIRS PER LANDSCAPE PLAN. N = NO. OF STEPS; R = RISER
HEIGHT IN INCHES.
DRAINAGE & LID
INSTALL PVC STORM DRAIN. LENGTH, SIZE AND SLOPE PER PLAN
INSTALL BROOKS AREA DRAIN WITH HEEL-SAFE GRATE, SIZE PER PLAN. SEE
DETAIL 4 ON SHEET C7.10
INSTALL SETTLEMENT CHAMBER NON-VENTED, PRESSURE-RATED LID
BELOW P1 LEVEL PER DETAIL ON SHEET C7.10
INSTALL DRY WELL SYSTEM NON-VENTED, PRESSURE-RATED LID, BELOW P1
LEVEL PER DETAIL 3 ON SHEET C7.10
INSTALL DRY WELL PER DETAIL ON SHEET C7.10
CURB-O-LET DRAIN UNDER SIDEWALK AS OVERFLOW FROM STORMWATER
RETENTION PER SEPARATE PLAN & PERMIT
INSTALL ATRIUM DRAIN
EJECTOR PUMP STATION AND FORCE PIPE PER PLUMBING PLAN AND
DETAILS
INTERCEPT EXISTING DOWNSPOUT & INSTALL PIPE BELOW GRADE TO
CONNECT TO PROPOSED STORM DRAIN
INSTALL 3"x27" CURB-O-LET PER DETAIL 1 ON SHEET C7.10
CONSTRUCT 12" WIDE CONC. TRENCH DRAIN PER DETAIL 5 ON SHEET C7.10
1
2
3
4
5
6
7
8
9
10
11
12
20
21
22
23
24
25
26
27
28
29a
29b
G G G G G G G G G
G
G G G G G G G G G G G G G G
WHEELER AVE
DRIVEWAY
ENTRANCE
COMMERCIAL UNITS
LOBBY
EXIST. V-GUTTER
LINE OF BUILDING ABOVE
LINE OF LEVEL P2 BELOW
LINE OF BUILDING
ABOVE
10" - 98.9 LF
@ 1.40%
1.
0
%
0.
7
%
1.
7
%
1.
5
%
3.
2
%
1.4%
7.5%MODIFIED
5
2
2
484.25
10" INV
6
24
486.13
10" INV
27
22
23
RIM
477.25
RIM
477.25
RIM
477.25 20
3
24.00'
30.00'
3
23 RIM
477.25
7.00'
TRANS.
487.00
4" INV
486.20
8" INV
487.32
8" INV
20
0.
0
%
1.0%
2112x12
4" - 27.0 LF
@ 4.99%
4" - 8.5 LF
@ 5.87%
4" - 9.1 LF
@ 7.37%
20
6.
1
%
20488.50
4" INV
20
26
490.30
4" INV 26
484.75
10" INV
484.00
10" INV
1.
4
%
1.
8
%
1.
5
%
1.
8
%
1.
3
%
2.
7
%
0.
5
%
1.
2
%
1.
9
%
1.4%
1.7%
1.3%
1.4%
1.2%
6.
5
0
'
TR
A
N
S
.
6
4
NEW
PL
5
6
21 12x12
4
LINE OF BUILDING ABOVE
4
4
4 6
27
27
29aN=3
SIDEWALK IMPROVEMENTS PER STREET IMPROVEMENT PLANS & PERMIT
5.
3
%
8.
2
%
487.00
8" INV
8" - 13.8 LF
@ 7.25%20
2118x18
ALLEY IMPROVEMENTS
PER STREET
IMPROVEMENT PLANS &
PERMIT
R/W
PROPOSED 5' SIDEWALK
EASEMENT
R/W
R/W
PL
1.
7
%
CURB-O-LET OVERFLOW PER
STREET IMPROVEMENT PLAN
10" - 8.4 LF
@ 2.29%20
489.00
4" INV 26
9
9
9
CURB RAMP
SEE ARCH PLAN FOR
DETAILS
CURB RAMP
SEE ARCH PLAN FOR
DETAILS
FF=488.92
FF=489.75
FF=491.00
491.00
FS
491.00
FS
491.00
FS
491.00
FS
490.14
FS
491.00
FS
491.00
FS
491.00
FS
FF=490.83
489.15
FS
489.71
FS
490.83
FS
FF=488.08
491.00
FS
491.50 TC
491.00 FS
491.03
FS
491.10
490.92
FS
490.92
FS
493.27
FS
491.05 TC
490.55 FS491.15 TC
490.65 FS
491.03 TC
490.53 FS
490.72 TC
490.22 FS
490.73 TC
490.23 FS
490.83 TC
490.33 FS
490.80 TC
490.30 FS
490.95
FS 490.87 TC
0" CF
490.69 TC
0" CF
490.15
FS
491.10
FS
490.20
TG
490.92
FS 490.96
FS
490.97
FS
490.99
FS
491.03
FS
490.73
FS
490.85 TC
0" CF
490.90
FS
490.90
FS
490.55
FS
490.16
FS
490.85
FS
490.79
FS
490.56 TC
490.06 FS
490.29
FS
489.11
FS
490.07 TC
489.57 FS
489.84 TC
489.34 FL
489.67 TC
489.17 FL
489.43 TC
488.93 FL
489.16 TC
488.66 FL
489.12 TC
488.62 FL
488.74 TC
488.24 FL
488.53 TC
0" CF
488.58
FS
488.53
RIM
489.24 TC
488.74 FS
488.47 TC
487.97 FS
490.09 TC
489.59 FS
488.45 TC
487.95 FS
489.53
FS
489.20
FS
488.64
FS 488.65
FS
488.69
FS
488.90
FS
488.90
FS 488.90
FS
488.78
FS
488.79
FS488.72
FS
488.71
FS488.70
FS
488.82
FS
488.83
FS
489.21
FS488.82
FS
488.85
FS
489.06
FS
488.86
FS
489.06
FS
489.06
FS
489.06
FS488.94
FS
488.90
FS 488.91
FS
488.97
FS
488.98
FS
488.99
FS
488.96
FS
488.80
FS
488.79
FS488.74
FS
488.58
FS
488.94
FS
488.92
FS
488.81
FS
489.58
FS
488.69
FS
489.02
FS
489.06
FS
488.98
FS
489.02
FS488.97
FS
489.01
FS
489.01
FS
489.14
FS
489.29
FS
489.72
FS
489.73
FS
489.34
FS
490.14
FS
FF=488.92
FF=488.92
FF=489.08 FF=489.08 FF=489.08 FF=489.08 FF=489.08
488.99
FS 489.03
FS
490.17
FS
490.60
TC
490.05
FS
490.60 TC
490.10 FS
489.90
FS
490.09
FS
FF=490.12
490.66
FS
491.08 TC
490.58 FS
490.68 TC
490.18 FS490.22 TC
489.72 FS
490.77
FS
488.61
TG
489.78 TC
489.28 FS
489.40 TC
488.90 FS
488.76
FS
488.76
FS 488.78
FS
488.77
FS
488.82
FS
488.90
FS
488.90
FS488.86
FS
488.92
FS
488.93
FS
488.95
FS 488.96
FS
489.06
FS
489.17
FS
489.00
FS
488.72
FS
489.28
FS
489.21
FS
491.50 TC
491.00 FS
491.50 TC
491.00 FS
489.75
FS
489.88
FS
489.84
FS
490.79 TC
0" CF
491.00
FS
491.00
FS
11
NO-BUILD
EASEMENT
N=6
R=4.5"12
VENT PER
PLUMBING
PLANS
VENT PER
PLUMBING
PLANS
VENT PER
PLUMBING
PLANS
FF=491.00
486.00
8" INV
4" - 27.0 LF
@ 4.99%
20
15"- 55.37 LF
@ 0.02%
20
8"- 13.47 LF
@ 1.50%
20
8"- 64.65.47 LF
@ 2.72%
STORM
DRAINS
PER
PLUMBING
PLANS
VENT PER
PLUMBING
PLANS
VENT PER
PLUMBING
PLANS
REFER TO
PLUMBING
PLANS
LINE OF LEVEL P1 BELOW
(LIMIT OF BUILDING
EXCAVATION/SHORING)
LINE OF LEVEL P2 BELOW
491.05
FS
G
G
G
G
G
G
G
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
4" - 18.3 LF
@ 2.18%
8" - 13.3 LF
@ 5.14%
10" - 98.9 LF
@ 1.40%
8" - 36.2 LF
@ 2.19%
0.
6
%
1.9%
1.
4
%
2.
2
%
1
3
15
.
0
0
'
10 W=3'
d=0.03'
MODIFIED
4
5
2
486.13
10" INV
5
488.10
4" INV
487.90
4" INV
487.40
8" INV
26
20
26
487.75
4" INV
487.70
4" INV 487.00
4" INV
486.20
8" INV
1.1%1.
2
%
2.0%
20
0.
0
%
1.0
%
21
12x12
2112x12
5
4" - 27.0 LF
@ 4.99%
4" - 8.5 LF
@ 5.87%
4" - 4.1 LF
@ 3.65%20
20
488.50
4" INV
20
26
20
26
4
PL
PROPOSED R/W
PROPOSED 2' SIDEWALK EASEMENT
PROPOSED 3' DEDICATION TO
CITY OF ARCADIA
488.34
4" INV26
488.33
4" INV
20
2.
4
%
(489.62)
BW
1.
9
%
1.
7
%
4.8%
1.9%
1.9%
8
4
7 BACKFLOW
PREVENTER
SEE NOTE A
PL
(E) RAMP
490.75 TC
490.25 FS
490.88 TC
490.38 FS
490.55 TC
490.05 FS
490.80 TC
490.30 FS
490.79
FS
490.86
FS
490.81
FS
491.33
FS
491.26
FS
491.10
FS
491.17
FS
490.92
FS
490.92
FS
493.27
FS
490.88 TC
490.38 FS
491.07 TC
490.57 FS
491.05 TC
490.55 FS491.15 TC
490.65 FS
491.10 TC
490.60 FS
491.03 TC
490.53 FS
490.50 TC
490.00 FS
490.72 TC
490.22 FS
490.73 TC
490.23 FS
490.80 TC
490.30 FS
490.95
FS
490.26 TC
0" CF
490.12 TC
0" CF
489.98
TG
490.70
FS
490.77
FS
490.20
TG
490.94
FS
490.44
FS
490.29 TC
489.79 FS
490.92
FS
493.50
FS
493.54
FS
490.55
FS
490.16
FS
490.19
FS
490.34
FS
490.44
FS
490.72
FS
490.59
FS
490.30
FS
490.55
FL
490.46
FS
490.50 TC
490.00 FS
490.89 TC
490.39 FS
490.53 TC
490.03 FS
1
5
3.
9
%
490.50
FS
490.57
FS
9
7.
0
%
490.93 TC
490.43 FS
4
1.2%
490.39 TC
489.89 FS
1.6
%
8" - 61.8 LF
@ 1.94%20
9
7.0%5.8%
490.31
FS
490.41
FS
1.
8
%
1.9%
(E) ELEC.
EQPMT &
PAD
4" - 27.0 LF
@ 4.99%
491.05
FS
C3.11
FINE GRADING &
DRAINAGE PLAN
V:
\
1
A
R
C
0
4
0
1
0
0
\
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\
S
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3
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3/
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2
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3
8
P
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57
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F
L
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,
S
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
27
2
2
0
T
U
R
N
B
E
R
R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
SEE SHEET C3.10 SEE SHEET C3.10
SE
E
B
E
L
O
W
L
E
F
T
SE
E
A
B
O
V
E
R
I
G
H
T
SE
E
S
H
E
E
T
C3
.
1
0
CONSTRUCTION NOTES
GRADING
SAWCUT AND/OR JOIN EXISTING GRADE
CONSTRUCT AC PAVEMENT PER DETAIL 1 ON C7.00
COMMERCIAL DRIVEWAY APRON PER SEPARATE PLAN & PERMIT
CONSTRUCT PCC WALKWAY, CASE B, PER DETAIL 2 ON SHEET C7.00
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3 PER DETAIL 4 ON
SHEET C7.00
CONSTRUCT TYPE A2-6 CURB & GUTTER, W=1.5' UNLESS NOTED
OTHERWISE, PER SPPWC STD. PLAN 120-3, PER DETAIL 4 ON SHEET C7.00
ADJUST MANHOLE/UTILITY DEVICE TO GRADE
RE-CONSTRUCT STEP TO 6" RISER
CONSTRUCT CASE A, MODIFIED WITH RETAINING CURB TYPE 1 CURB RAMP
PER SPPWC STD. PLAN 111-5 ON SHEET C7.01
INSTALL 3' WIDE LONGITUDINAL GUTTER PER SPPWC STD PLAN 122-3,
MODIFIED TO 3' WIDTH WITH 12" DEPTH AND 3 EQUALLY SPACED DOWELS
PER DETAIL 6 ON SHEET C7.00
CONSTRUCT RAMP AND HANDRAILS PER LANDSCAPE PLAN
CONSTRUCT STAIRS PER LANDSCAPE PLAN. N = NO. OF STEPS; R = RISER
HEIGHT IN INCHES.
DRAINAGE & LID
INSTALL PVC STORM DRAIN. LENGTH, SIZE AND SLOPE PER PLAN
INSTALL BROOKS AREA DRAIN WITH HEEL-SAFE GRATE, SIZE PER PLAN. SEE
DETAIL 4 ON SHEET C7.10
INSTALL SETTLEMENT CHAMBER NON-VENTED, PRESSURE-RATED LID
BELOW P1 LEVEL PER DETAIL ON SHEET C7.10
INSTALL DRY WELL SYSTEM NON-VENTED, PRESSURE-RATED LID, BELOW P1
LEVEL PER DETAIL 3 ON SHEET C7.10
INSTALL DRY WELL PER DETAIL ON SHEET C7.10
CURB-O-LET DRAIN UNDER SIDEWALK AS OVERFLOW FROM STORMWATER
RETENTION PER SEPARATE PLAN & PERMIT
INSTALL ATRIUM DRAIN
EJECTOR PUMP STATION AND FORCE PIPE PER PLUMBING PLAN AND
DETAILS
INTERCEPT EXISTING DOWNSPOUT & INSTALL PIPE BELOW GRADE TO
CONNECT TO PROPOSED STORM DRAIN
INSTALL 3"x27" CURB-O-LET PER DETAIL 1 ON SHEET C7.10
CONSTRUCT 12" WIDE CONC. TRENCH DRAIN PER DETAIL 5 ON SHEET C7.10
1
2
3
4
5
6
7
8
9
10
11
12
20
21
22
23
24
25
26
27
28
29a
29b
NOTES
A.CONTRACTOR TO VERIFY EXISTING TELECOM LINE PRIOR TO
CONSTRUCTION OF AREA DRAIN AND NOTIFY ENGINEER FOR
ANY CONFLICT. PROTECT IN PLACE TELECOM LINE.
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G
G G G G G G G
G
G G G G G G G
J
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
ALLEY
NOT A PART
AL
L
E
Y
LOT 1
LOT 2
8" - 33.8 LF
@ 1.98%
8" - 29.4 LF
@ 1.98%
487.00
8" INV
481.28
8" INV
479.38
8" INV
8" - 78.2 LF
@ 7.31%
6" - 2.4 LF
@ 1.70%
40
41
33
31
31
R/W
PL
32 480.09
6" INV
33
31
33
34
477.97
8" INV34
EXISTING
SEWER MAIN
LINE OF BUILDING BELOW
42
NEW 8" WATERMAIN
PER SEPARATE PUBLIC
IMPROVEMENT PLANS &
PERMIT
SEE NOTE D
NEW SEWER MANHOLE PER
SEPARATE PUBLIC
IMPROVEMENT PLAN & PERMIT
SEE NOTE C
SEE NOTE C
SEE NOTE D
SEE NOTE B
SEE NOTE B
480.05
6" INV
478.71
8" INV
33
32
SEE NOTE D
EXISTING SEWER
FROM BUILDING
EXISTING SEWER
FROM BUILDING
34
481.92
8" INV
477.16
8" INV
SEE NOTE D
8" - 36.5 LF
@ 1.98%
33
8" - 30.2 LF
@ 1.98%
31
31
31
V:
\
1
A
R
C
0
4
0
1
0
0
\
E
N
G
R
\
S
H
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T
S
\
C
4
.
0
0
U
t
i
l
i
t
i
e
s
.
d
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g
3/
1
9
/
2
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2
4
4
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0
5
P
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57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
27
2
2
0
T
U
R
N
B
E
R
R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C4.00
UTILITY PLAN
CONSTRUCTION NOTES
SANITARY SEWER
EXTEND EXISTING 8" VCP HOUSE CONNECTION TO NEW R/W. CONTRACTOR TO FIELD VERIFY LOCATION
AND INVERT.
INSTALL PVC SDR35 SEWER. SIZE, LENGTH AND SLOPE PER PLAN
INTERCEPT EXISTING SEWER AND CONNECT TO NEW LINE. CONTRACTOR TO FIELD VERIFY LOCATION
AND INVERT OF EXISTING SEWER
INSTALL CLEANOUT STRUCTURE PER DETAIL 2 SHEET C7.20
POINT OF CONNECTION FOR BUILDING. REFER TO PLUMBING PLAN FOR CONTINUATION
WATER SUPPLY
WATER LINE TO BUILDING POINT OF CONNECTION. BACKFLOW PREVENTOR ASSEMBLY LOCATED
OUTSIDE THE BUILDING. PROVIDE APPROVED RP PREVENTOR ( ZURN 475V RPP OR EQUAL) PER CITY
STD.712 REFER SHEET C7.20. REFER TO PLUMBING PLANS FOR CONTINUATION.
FIRE LINE TO BUILDING POINT OF CONNECTION. DETECTOR CHECK ASSEMBLY LOCATED OUTSIDE THE
BUILDING. PROVIDE APPROVED DETECTOR CHECK (WATTS DERINGER 30G OR EQUAL) PER CITY STD.
714 REFER SHEET C7.20. FIRE RISERS 8" AMES, SS, AWWA C900 INLET/DIP AND AWWA C606 OUTLET PER
DETAIL 9 ON SHEET C6.01. REFER TO PLUMBING PLANS FOR CONTINUATION
IRRIGATION LINE TO BUILDING POINT OF CONNECTION WITH RP BACFLOW DEVICE PER CITY STD. 712.
REFER TO IRRIGATION PLANS FOR DETAILS
NOTES
A.TRENCH AND BEDDING DETAIL PER CITY OF ARCADIA STD PLAN 702
B.WATER SERVICE CONNECTIONS TO SITE PER SEPARATE PUBLIC IMPROVEMENT PLANS & PERMIT
C.FIRE HYDRANT ASSEMBLY PER SEPARATE PUBLIC WORK IMPROVEMENT PLAN & PERMIT
D.SEWER HOUSE CONNECTION TO SITE PER SEPARATE PUBLIC IMPROVEMENT PLANS & PERMIT
30
31
32
33
34
40
41
42
LEGEND
WATER LINE
FIRE WATER LINE
SANITARY SEWER
CLEANOUT STRUCTURE
GATE VALVE
FIRE HYDRANT
THRUST BLOCK
DRY UTILITY TRENCH
(REFER TO DRY UTILITY PLANS
BY RGI)
3/19/24
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
NOT A PART
AL
L
E
Y
LOT 1
LOT 2
J
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
A.4
B
C
D
E
F
G
H
J
K
L
M
N
P
12
12
1
1
10.6
10.6
4.4
4.4
5.2
5.2
6.1
6.1
6.8
6.8
7.6
7.6
8.5
8.5
9.3
9.3
L.5
11.5
11.5
9.5
9.5
A
A.3
L.2
J.2
1.5
1.5
3.5
3.5
J.5
L.8
EXISTING
BUILDING
R22
.
0
0
'
R15.00'
R2.0
0
'
R10.0
0
'
R10.00'
R26.00'
R3.00'
3
4
5
6
78
13 14
1516
17 18
1920
21 22
2324
25 26
2728
R30.00'
43 44
4546
47 48
4950
51 52
5354
55 56
5758
59 60
6162
63 64
6566
67 68
6970
71 72
7374
PROPOSED R/W
PROPOSED R/W
PROPOSED R/W
PROPOSED
R/W
2930
31
32 33
3435
36
37
38
39
40
41
42
271 272
276
V:
\
1
A
R
C
0
4
0
1
0
0
\
E
N
G
R
\
S
H
E
E
T
S
\
C
5
.
0
0
H
o
r
i
z
o
n
t
a
l
C
o
n
t
r
o
l
P
l
a
n
.
d
w
g
3/
1
9
/
2
0
2
4
3
:
3
9
P
M
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
X
A
N
A
R
C
A
D
I
A
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
27
2
2
0
T
U
R
N
B
E
R
R
Y
L
A
N
E
,
SU
I
T
E
1
9
0
VA
L
E
N
C
I
A
,
C
A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C5.00
HORIZONTAL
CONTROL PLAN
HORIZONTAL CONTROL
POINT NO.
C3
C4
C5
C6
C7
C8
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C271
C272
C276
NORTHING
1873817.48
1873828.01
1873758.58
1873815.20
1873803.21
1873803.05
1873815.27
1873815.43
1873803.43
1873803.27
1873815.45
1873815.61
1873803.61
1873803.45
1873794.61
1873794.78
1873788.78
1873788.61
1873794.87
1873794.99
1873788.99
1873788.87
1873869.58
1873869.53
1873864.45
1873852.86
1873852.98
1873844.99
1873844.86
1873833.72
1873826.60
1873822.40
1873815.28
1873805.00
1873800.48
1873786.01
1873789.07
1873789.15
1873785.16
1873785.08
1873789.30
1873789.39
1873785.41
1873785.31
1873789.85
1873789.93
1873785.94
1873785.86
1873790.25
1873790.33
1873786.34
1873786.26
1873790.49
1873790.57
1873786.58
1873786.50
1873790.85
1873790.96
1873786.97
1873786.89
1873791.41
1873791.50
1873787.52
1873787.43
1873791.65
1873791.73
1873787.74
1873787.67
1873859.53
1873859.59
1873857.98
EASTING
6552568.33
6552382.81
6552604.06
6552328.54
6552328.76
6552318.76
6552331.54
6552341.54
6552341.76
6552331.76
6552344.65
6552354.62
6552354.84
6552344.84
6552330.48
6552341.97
6552342.07
6552330.57
6552347.14
6552354.89
6552354.98
6552347.23
6552328.35
6552325.09
6552320.17
6552320.35
6552328.59
6552328.71
6552320.47
6552320.64
6552317.82
6552313.74
6552310.92
6552311.07
6552311.54
6552314.32
6552383.43
6552388.91
6552388.98
6552383.49
6552398.67
6552404.14
6552404.20
6552398.73
6552433.52
6552439.00
6552439.06
6552433.58
6552458.84
6552464.32
6552464.39
6552458.90
6552474.66
6552480.08
6552480.14
6552474.72
6552498.35
6552504.95
6552505.01
6552499.55
6552534.34
6552539.83
6552539.89
6552534.41
6552549.57
6552555.04
6552555.11
6552549.63
6552320.24
6552324.25
6552320.28
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
LOT 1
A.4
B
C
D
E
F
G
H
J
A
A.3
J.2
J.5
EXISTING
BUILDING
R22
.
0
0
'
R15.00'
R2.0
0
'
R
4
.
0
0
'
R
2
5
.
0
0
'
R
5
.
0
0
'
R3.00'186
187
188
189
190
191
192
193
194
195
196
197
198
199 200
201
173
174 175
176
177
178
179
180
181
182183
184185
111
112
113 114
115
116
117
118
119 120
121
122
123
124
125
126
127128
129
130
131
132
133
134
135
136 137
138139
140
141
142
143
144 145
146147
148
149
150
151152
153
154 155
202
203
158
159
160 161
162
163
164
165
166
167
168 169
170171
172
105
106
107
108
109
110
100 101
102
103
104
R30.00'
PROPOSED R/W
30
2748.50
'
1
8
.
0
0
'
45°'
4.50
'
4.63'
4.
0
0
'
5.
8
7
'
4.00'
15.61'
4.08'
6.
0
0
'
21
.
8
7
'
21
.
7
8
'
8.00'
8.00'
4.00'
2.92'4.
0
0
'
4.00'
6.00'
7.57'
9.
3
4
'
8.08'
8.08'
277 278
279
280 281
282
12.00'
15
.
0
0
'
270283284
285
286
287
288
289 290
291 292
293
294
295
296 297
5.00'
5.00'
5.00'
4.00'
V:
\
1
A
R
C
0
4
0
1
0
0
\
E
N
G
R
\
S
H
E
E
T
S
\
C
5
.
0
0
H
o
r
i
z
o
n
t
a
l
C
o
n
t
r
o
l
P
l
a
n
.
d
w
g
3/
1
9
/
2
0
2
4
3
:
3
9
P
M
57
9
0
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1
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6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C5.01
HORIZONTAL
CONTROL
ENLARGED PLAN
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
WHEELER AVE
E SANTA CLARA ST
ALLEY
30
.
0
0
'
30
.
0
0
'
50.00'50.00'
100.00'
60
.
0
0
'
10.00'
10.00'10.00'
20.00'
10
.
0
0
'
10
.
0
0
'
20
.
0
0
'
30
.
0
0
'
30
.
0
0
'
60
.
0
0
'
NOT A PART
AL
L
E
Y
J
EXISTING
BUILDING
2 SR1-1
SR1-1
S R1-1
2
2
5
1
5
J
4
4
4
5
8.00'
3
0
.
0
0
'
1
8
.
0
0
'
9.68
'
TYP
2
S R1-1
4
7
8
3
5.00'
10.00'
8
24
.
2
7
'
4
4
S R5-1
2
S
S
R3-05R
R6-1R
SR1-1
LOT 1
LOT 2
R3-05R
V:
\
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0
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1
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2
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A
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T
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AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
DELTA 1 CHANGE 03/19/2411
C6.00
SIGNING AND
STRIPING PLAN
CAMUTCD 2012 SIGN DESIGNATION:
R1-1 STOP
R1-2 YIELD
R3-05R RIGHT TURN ONLY
R3-7 RIGHT LANE MUST TURN RIGHT
R3-2 LEFT TURN ONLY
R5-1 DO NOT ENTER
R6-1R ONE-WAY (RIGHT ARROW)
R26F(CA)NO STOPPING FIRE LANE
R99C ACCESSIBLE PARKING ONLY
MINIMUM FINE $250
W11-2 PEDESTRIAN CROSSING
LEGEND
SIGN
R/C CURB PAINTED RED STENCILED
WITH "NO PARKING - FIRE LANE"
IN WHITE PAINT EVERY 30 FT.
GENERAL NOTES:
1.ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2012;
CALTRANS STANDARD PLANS AND SPECIFICATIONS (JULY 2010); AND CITY OF
ARCADIA STANDARD PLANS. SEE CALTRANS STANDARD PLANS A20(A-D) AND
A24(A-E) FOR STRIPING DETAILS INCLUDING INSTALLATION AND REMOVAL OF
RAISED PAVEMENT MARKERS.
2.ALL WORK AND MATERIALS FOR THE FURNISHING AND APPLICATION OF
TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL
CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS, SECTIONS 84 AND
85.
3.ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4.STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY ENGINEER
PRIOR TO FINAL INSTALLMENT.
5.PRIOR TO COMPLETION OF THE FINAL SIGNING AND STRIPING, THE
CONTRACTOR SHALL NOTIFY THE CITY ENGINEER WHEN THE STRIPING LAYOUT
IS COMPLETE BEFORE APPLYING ANY PAVEMENT MARKERS.
6.LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH
ADJACENT SINGLE OR DOUBLE STRIPE OR CURB FACE AS APPROPRIATE.
7.ALL LANE LINES AT INTERSECTION APPROACHES AND DEPARTURES SHALL
BEGIN AND END WITH 30 FEET OF CONTINUOUS PAINT (TYP).
8.CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS
AND PAVEMENT LEGENDS BY WET SANDBLASTING. SANDBLASTING DEBRIS
SHALL BE REMOVED CONTINUOUSLY DURING SANDBLASTING OPERATIONS.
9.PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR
STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER.
10.LOCATION OF PAVEMENT LEGENDS SHALL MATCH THE CITY STANDARDS AND
STENCILS.
11.SIGNING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
SUBJECT TO CITY ENGINEER'S APPROVAL. ALL SIGNS SHALL CONFORM TO THE
CALIFORNIA MUTCD 2012.
12.ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH
PROTECTIVE OVERLAY FILM
13.A SINGLE BLUE RAISED REFLECTIVE PAVEMENT MARKER SHALL BE INSTALLED
ADJACENT TO ALL EXISTING FIRE HYDRANTS IN ACCORDANCE WITH
CALIFORNIA MUTCD 2012, FIGURE 3B-102.
14.ALL DAMAGED OR OBLITERATED PAVEMENT MARKINGS AND ARROWS SHALL
BE REAPPLIED IN KIND AS DIRECTED BY THE CITY ENGINEER.
CONSTRUCTION NOTES
APPLY PARKING STALL DOUBLE STRIPING 4" WHITE SOLID LINE PER
DETAIL 3 ON SHEET C7.00
APPLY STOP AND STOP BAR PAVEMENT MARKINGS PER SPPWC 172-0
APPLY 4" YELLOW STRIPING
INSTALL DETECTABLE WARNING SURFACE (TRUNCATED DOMES) PER
CBC 11B-705. SEE DETAIL 5 ON SHEET C520
APPLY 4" BLUE DIAGONAL STRIPING AT 3 FT ON CENTER
APPLY TYPE I PAVEMENT ARROW PER SPPWC STD. PLAN 171-0
APPLY "LOADING ZONE" PAVEMENT MARKING
INSTALL TYPE 1 10' ARROW PER CALTRANS STANDARD PLAN A24A
INSTALL SIGN, DESIGNATION PER PLAN, AND POST PER SPPWC STD.
PLAN 180-0
1
2
3
4
5
7
8
9
S
V:
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1
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0
CA
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D
,
C
A
9
2
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8
ISSUANCE NAME DATE
AL
E
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A
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27
2
2
0
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B
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E
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E
1
9
0
VA
L
E
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C
I
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C
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9
1
3
5
5
66
1
.
2
1
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0
0
0
50% DD 11/07/22
34
E
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S
A
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T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
NTS
AC PAVEMENT1
PAVEMENT SECTION
TRAFFIC INDEX AC THICKNESS (IN.)CAB OR CMB (IN.)
A 4.0 (PARKING/DRIVEWAY)3 4
B 7.0 (TRUCK/FIRE LANE)4 9
BASECOURSE
AC PAVEMENT
NTS
DRIVEWAY DETAIL5
C7.00
GRADING
DETAILS
NTS
CONCRETE PAVEMENT2
MIN. 12" SUBGRADE
SCARIFIED & COMPACTED
TO MIN. 95% R.C.
BASECOURSE
PCC PVMT
PAVEMENT SECTION
PCC THICKNESS (IN.)CAB OR CMB (IN.)
A VEHICULAR 6 4
B PEDESTRIAN WALK/FLATWORK 4 4
#3-18" O.C. EA. WAY
REBAR
MIN. 12" SUBGRADE
SCARIFIED & COMPACTED
TO MIN. 95% R.C.
NOTE
CONTROL JOINTS FOR EXTERIOR
FLATWORK OR WALKWAYS TO BE
SPACED AT MAX. 10' INTERVALS.
NTS
PARKING STALL STD3
NTS
LONGITUDINAL GUTTER SPPWC STD6
NTS
TYPICAL CURB AND GUTTER4 NTS
CURB RETURN DRIVEWAY APPROACHES8
V:
\
1
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1
4
0
CA
R
L
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B
A
D
,
C
A
9
2
0
0
8
ISSUANCE NAME DATE
AL
E
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A
N
A
R
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A
D
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D
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2
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0
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A
9
1
3
5
5
66
1
.
2
1
9
.
6
0
0
0
50% DD 11/07/22
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
NTS
CURB-O-LET (CURB DRAIN)1
NTS
DRY WELL SYSTEM BY DRIVEWAY AT WHEELER AVENUE2
NTS
TYP. DRY WELL SYSTEM W/ PRESSURE LID (UNDER P1 LEVEL)3
C7.10
LID DETAILS
TORRENT DRY WELL UNIT
REFER DETAIL 3 ON C7.10
PRESSURE
LID
12" RISER PIPE
IMPERVIOUS
BACKFILL
18x18 BROOKS
AREA DRAIN
OVERFLOW TO THE
STREET VIA
CURB-O-LET,
CP-SP317H, PER
SEPARATE STREET
IMPROVEMENT PLAN &
PERMIT
WHEELER DR
8" PVC
REFER TO PLUMBING PLANS FOR DETAILS
12x12 BROOKS
AREA DRAIN
487.0
INV
488.03
INV
487.95
FL
486.00
INV484.25
INV 484.75
INV
10" PVC
SIDEWALK
SIDEWALK
R/W
NTS
BROOKS AREA DRAIN4
BUILDING
6"
12"
SIDEWALK EASEMENT
REFER TO
PLUMBING
PLANS
5.50'
3"x27" CURB-O-LET
3"x27" CURB-O-LET
HEEL-PROOF GRATE
PER LANDSCAPE
SPEC.
NTS
TRENCH DRAIN AT CURB-O-LET ALONG SIDEWALK EASEMENT IN ALLEY5
PLAN
SECTION
3"x27" CURB-O-LET TO
DISCHARGE THROUGH
CURB, SEE STREET
IMPROVEMENTS FOR
DETAILS
SIDEWALK
BUILDING
SIDEWALK EASEMENT
CLASS 560-C-2500 CONCRETE
6"
6"
4" AIR VENT SEE
PLUMBING PLANS
DRILL 3 X 3
4"
HOLES IN BASE
FOR DRAINAGE
DRILL 3 X 34"
HOLES IN BASE
FOR DRAINAGE
V:
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8
ISSUANCE NAME DATE
AL
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A
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5
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1
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2
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6
0
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50% DD 11/07/22
34
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A
C
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A
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T
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C
A
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C
A
9
1
0
0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
NTS
CLEANOUT STURCTURE2
C7.20
UTILITY DETAILS
BE SQUARE OR
CONC. COLLAR MAY
MI
N
.
MI
N
.
GR
A
N
U
L
A
R
M
A
T
E
R
I
A
L
I
N
L
I
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U
O
F
RE
L
A
T
I
V
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C
O
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P
A
C
T
I
O
N
W
I
T
H
1
/
2
"
CO
N
T
R
A
C
T
O
R
M
A
Y
R
E
C
O
M
P
A
C
T
CL
E
A
N
-
O
U
T
E
X
C
A
V
A
T
I
O
N
T
O
M
I
N
.
9
0
%
CO
N
C
R
E
T
E
B
A
S
E
A
N
D
P
I
P
E
S
U
P
P
O
R
T
FO
R
N
O
N
T
R
A
F
F
I
C
A
R
E
A
S
TRAFFIC LOAD
WYE
UNDISTURBED EARTH
PIPE
4" MIN.
1/8 BEND
CONDITION
MAIN
SECTION A-A
2-3/16"
MI
N
.
13
"
B
2" MIN.
4" MIN.
2"
M
I
N
.
B
13
"
MI
N
.
12
"
CLEANOUT FRAME & COVER
PER ALHAMBRA FOUNDRY CO.
PRODUCT NO. A-1240 FOR
6" RISER OR A-1241 FOR
SECTION B-B
OPTIONAL
CONSTRUCTION
CONC. BASE
SUPPORT FOR
8" RISER OR APPROVED
EQUAL
AND WALL
RISER
JOINT MI
N
.
6"
4"
12" MIN.
9"
MIN.
9"
MIN.
12" MIN.
CONCRETE BASE
AND WALL
SUPPORT FOR
TRAFFIC LOAD
CONDITIONS
18" MIN.
13
"
MI
N
.
CIRCULAR
26
"
MI
N
.
24
"
M
I
N
.
12
"
INVERT ELEV.
PER PLAN
INSTALL CAP & SEAL IF
TERMINAL CLEANOUT.
INSTALL PIPE IF IN-LINE
CLEANOUT.
RISER SHALL BE THE SAME
AS MAIN PIPE DIAMETER
DIAMETER AND MATERIAL OF
FOR 6" WITH 3/4" DIA FINGER
HOLE IN CENTER
FINISHED SURFACE
ELEV. PER PLAN
TOP OF CLEAN-OUT
COVER
FRAME
PLAN
A
A
NTS
6" COMPOUND METER1
NTS
THRUST AND ANCHOR BLOCKS 4
NTS
SEWER MANHOLE ADJUSTMENT5
NTS
TRENCH DETAIL3
V:
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ISSUANCE NAME DATE
AL
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1
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6
0
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50% DD 11/07/22
34
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0
6
100% DD 12/19/22
50% CD 02/13/23
PC SUBMITTAL 04/24/236
5
PC SUBMITTAL 2 08/07/237
VOLUME 03
PC SUBMITTAL 3 12/11/238
PC SUBMITTAL 4 02/12/249
PC SUBMITTAL 5 03/15/2410
C7.21
UTILITY DETAILS
NTS
BACKFLOW PREVENTION DEVICE7
VENT
PUMPS OFF
FIRST PUMP ON
SECOND PUMP ON
HIGH WATER ALARM
WIRING UNDER DIV. 15.
WIRING UNDER DIV. 16, ALARM
& ALARM PANELS. CONTROL
TO WALL MOUNTED CONTROL
PUMP CONTROLLER
W/FLOAT SWITCH
PD
FOR CONTINUATION
INLET, SEE PLANS
SPRING LOADED
CHECK VALVE, TYP
GATE VALVE, TYP
SEE PLANS FOR CONT.
PUMP DISCHARGE
FIN. GRADE
BASIN COVER
REMARKSSERVICE
DIAMETER (FT.)
BASIN DIMENSIONS
STORM8'-0"3 72"
VOLTAGE
MOTOR
H.P.RPM
GPMMODEL NO.HEAD (FT.)
20820621150624(2) 2530
PUMP
SP-1 WEIL
MFGR.
SUMP PUMP SCHEDULE
PHASE INSIDE DEPTH OF
BASIN (FT.)RATED TO PASS 4" SOLIDS BASIN WITH COVER H20
RATED CONTROL PANEL WITH DRY CONTACTS FOR
TROUBLE & HIGH WATER ALARM AND LEVEL
SYSTEM.
NTS
DUPLEX STORM SUMP DETAIL8
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
2/
1
4
/
2
0
2
4
4
:
5
5
:
4
5
P
M
0.01PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
ALEXAN ARCADIA
MIXED USE/MULTI FAMILY HOUSING PROJECT
34 E. SANTA CLARA ST.
ARCADIA CA 91006
PLAN CHECK SUBMITTAL 4
A PROJECT FOR:
ARCADIA APARTMENTS, LLC
COVER SHEET
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
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A
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T
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AR
C
A
D
I
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C
A
9
1
0
0
6
MI
X
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D
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/
M
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I
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H
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PR
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57
9
0
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U
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
INTERIORS BID SET 06/30/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
J
AL
E
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A
N
A
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C
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D
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A
34
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91
0
0
6
MI
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-
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-
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C
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ISSUANCE NAME DATE
57
9
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8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
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E
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SA
N
T
A
B
A
R
B
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1
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6
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7
9
5
.
2
0
0
8
EP
T
D
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S
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G
N
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C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
L0.00
COVER SHEET
OVERALL SITE
VICINITY MAP
Cover Sheet
Master Construction Legend
Construction Plan - Ground Level
Construction Plan - Ground Level
Construction Plan - Ground Level
Construction Plan - Podium and Roof Level
Wall Plan - Podium Level
Construction Elevations
Construction Details
Construction Details
Construction Details
Construction Details
Construction Details
Construction Details
Construction Details
Master Irrigation Legend & Notes
Irrigation Plan - Ground Level
Irrigation Plan - Ground Level
Irrigation Plan - Ground Level
Penetration Plan - Podium and Roof Level
Irrigation Plan - Podium and Roof Level
Irrigation Details
Irrigation Details
Master Planting Legend & Notes
Planting Plan - Ground Level
Planting Plan - Ground Level
Planting Plan - Ground Level
Planting Plan - Podium and Roof Level
Planting Details
Master Site Lighting Legend & Notes
Site Lighting Plan - Ground Level
Site Lighting Plan - Ground Level
Site Lighting Plan - Ground Level
Site Lighting Plan - Podium and Roof Level
DESCRIPTIONSHEET ID
SHEET INDEX
N
S
A
N
T
A
A
N
I
T
A
A
V
E
HUNTINGTON DR
DESIGN TEAM
WHEELER AVE
E SANTA CLARA ST
PROPOSED
7 STORY MIXED-USE
BUILDING
SITE
Arcadia, California
PLAN CHECK SUBMITTAL
ALEXAN ARCADIA
OWNER:ARCADIA APARTMENTS, LLC
5790 FLEET STREET, SUITE 140
CARLSBAD, CA 92008
CONTACT: ANTHONY DITTEAUX
EMAIL: tony@tcr.com
PHONE: 760.444.5236
ARCHITECT:STUDIO-111
245 EAST THIRD STREET
LONG BEACH, CA 90802
CONTACT: JUSTIN ROTH
EMAIL: justin.roth@studio-111.com
PHONE: 562.901.1557
CIVIL ENGINEER :PSOMAS & ASSOCIATES
CONTACT: DAVID MARTIN
EMAIL: dmartin@psomas.com
PHONE: 661.219.6000 x4439
LANDSCAPE ARCHITECT:EPTDESIGN
414 OLIVE STREET
SANTA BARBARA, CA 93101
CONTACT: SCOTT CAPPS
EMAIL:scapps@eptdesign.com
PHONE: 626.795.2008
STRUCTURAL ENGINEER:LABIB FUNK & ASSOCIATES
CONTACT: DAVID FUNK
EMAIL: david@labibfunk.com
PHONE: 310.621.3123
MECHANICAL ENGINEER:FARD ENGINEERS, INC.
CONTACT: BIJAN NIKRAVESH
EMAIL: bijan@fard.com
PHONE: 619.235.0022
ELECTRICAL ENGINEER:FARD ENGINEERS, INC.
CONTACT: ZACK SARHAN
EMAIL: zack@fard.com
PHONE: 951.279.4116
PLUMBING ENGINEER:FARD ENGINEERS, INC.
CONTACT: MATT CONSTANT
EMAIL: matt@fard.com
PHONE: 619.235.0022
DRY UTILITIES:RGI UTILITY
200 SOUTH MAIN STREET, SUITE 316
CORONA, CA 92882
CONTACT: MICAH CORDY
EMAIL: micahcordy@dryutility.com
PHONE: 714.388.6496
GEOTECH:GEOCON, INC.
CONTACT: PETRIAN ZEN
EMAIL: zen@geoconinc.com
CASP CONSULTANT:CONTACT: JEFF BECKER
EMAIL: usacasp@outlook.com
WATER PROOFING:TERRA-PETRA WATERPROOFING
DIVISION
CONTACT: JUSTIN CONAWAY
EMAIL: justin@terra-petra.com
PHONE: 213.458.0494
INTERIOR DESIGNER:RD COLLABORATIVE
CONTACT: KRYSTLE FADER
EMAIL: krystle.fader@rdcollaborative.com
PHONE: 562.628.8000
LOW VOLTAGE COASTAL FIRE AND INTEGRATION
& FIRE ALARM SYSTEMS
CONTACT: DENNY STOVER
EMAIL: denny.stover@cfais.com
PHONE: 619.921.8231
FIRE SPRINKLER:A&D FIRE SPRINKLERS
CONTACT: JOHN GONSALVES
EMAIL: john@adfiresprinklers.com
PHONE: 858.277.3473
OVERALL SITE
VICINITY MAP
L0.00
L1.00
L1.01
L1.02
L1.03
L1.04
L1.04A
L1.41
L1.51
L1.52
L1.53
L1.54
L1.55
L1.56
L1.57
L2.00
L2.01
L2.02
L2.03
L2.04A
L2.04B
L2.51
L2.52
L3.00
L3.01
L3.02
L3.03
L3.04
L3.51
L4.00
L4.01
L4.02
L4.03
L4.04
DESCRIPTIONSHEET ID
SHEET INDEX
210
F
R
E
E
W
A
Y
DESIGN TEAM
N
S
A
N
T
A
A
N
I
T
A
A
V
E
EXISTING
PROJECT
MIXED-USE/MULTI-FAMILY HOUSING
EXISTING
EXISTING
PROPOSED
7 STORY MIXED-USE
BUILDING
PROJECT DESCRIPTION
THE PROJECT IS A MIXED-USE DEVELOPMENT CONSISTING OF 319 APARTMENT UNITS, VARIOUS
RESIDENT AMENITIES, AND LIVE-WORK UNITS ALL LOCATED WITHIN FIVE-STORIES OF TYPE IIIA
CONSTRUCTION OVER TWO STORIES OF TYPE IA CONSTRUCTION. THE MIXED-USE COMPONENT IS
COMPRISED OF THE AFOREMENTIONED LIVE-WORK UNITS LOCATED ON THE GROUND FLOOR OF THE
SOUTH FACING BUILDING STREET FRONTAGE, AND ALSO INCLUDES THE EXISTING 8-STORY COMMERCIAL
OFFICE BUILDING LOCATED ON THE WEST PORTION OF THE SITE (NOT A PART OF THIS SCOPE OF WORK)
WHICH WILL BE LINKED TO THE PROPOSED DEVELOPMENT WITH A NEW LANDSCAPED COURTYARD
PASEO. RESIDENTIAL TENANT AMENITIES INCLUDE: GROUND FLOOR FITNESS CENTER AND LOUNGE
AREA; LANDSCAPED PODIUM COURTYARDS INCLUDING A RESIDENT COMMUNITY ROOM LINKED TO THE
POOL AND SPA DECK; ROOFTOP RESIDENT COMMUNITY ROOM WITH ROOF DECK; AND BICYCLE
STORAGE AND WORK AREA.
THE PROJECT WILL INCLUDE 11% AFFORDABLE VERY LOW INCOME RESIDENTIAL UNITS DISPERSED
AMONGST THE DEVELOPMENT.
REFER TO ARCHITECT FOR MORE INFORMATION.
EXISTING
EXISTING
AL
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ISSUANCE NAME DATE
57
9
0
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8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
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S
T
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SA
N
T
A
B
A
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6
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C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
DETAILITEMDESCRIPTION MANUFACTURERMATERIAL / MODEL COLOR FINISH NOTES
DETAILDESCRIPTION MANUFACTURER COLOR FINISH NOTES
WALL LEGEND
FENCE LEGEND
ITEM DESCRIPTION MATERIAL / MODEL MANUFACTURER COLOR FINISH NOTES
1.Contractor shall submit samples for approval by Landscape Architect prior to construction.
2.Contractor shall provide on site mock up for approval by Landscape Architect prior to construction.
3.Contractor shall submit shop drawings for approval by Landscape Architect prior to construction.
4.Install per manufacturer instructions.
5.Ensure controls meet grasping, pinching, twisting requirement of CBC Code 1138A.4.4
6.Allow 8-12 week lead time.
7.FOB Key Access, electronic strike, latch, and lock per security consultant.
8.Provide (2) holes @ bottom of pot: 1" hole for irrigation line AND 2" hole for drain line.
9.Shop primed with (1) coat of rust inhibitor (2) coats of paint.
10.Landscape Architect to select final boulder locations in field.
11.Refer to Civil Engineer's Drawings for paving depth, reinforcement, and sub-base information.
12.Refer to landscape plans for fire pit timer switch and emergency shutoff location. Fire pit controls must be placed
at a minimum of 15" above finish floor and not to exceed 48" above finish floor.
13.To be constructed using doweled expansion joint.
14.To be constructed using doweled cold joint.
DESCRIPTION MATERIAL / MODEL MANUFACTURER COLOR FINISH NOTES
GATE LEGEND
GATE MEMBERS
HINGES
PERFORATED METAL BACKING
DECR. HARDWARE
PANIC HARDWARE
GATE MEMBERS
HINGES
DECR. HARDWARE
PART
MATERIAL / MODEL
F-1
F-2
G-1
G-2
UTILITY AREA GATE
POOL ENCLOSURE GATE - GLASS
SA-1 GRILL COUNTER A
PIP BOARDFORM CONCRETE W/ (1) GRILL
BASE
COUNTER
GRILL
REFRIGERATOR
ACCESS DOOR
CRL AWS ALUMINUM WINDSCREEN SYSTEM CR LAURENCE COMPANY BLACK
-
STAINLESS STEEL
-
-
-
W-3
W-4
W-5
POOL ENCLOSURE FENCE - METAL
POOL ENCLOSURE FENCE - GLASS
ENTERTAINMENT WALL
SPA FEATURE WALL
HEIGHT: 90" MAX
TUBE STEEL CUSTOM BLACK
D&D TECHNOLOGIES
TBS
CARBON STEEL - ITEM #1638911641
VON DUPRIN
-
MCNICHOLS
-
--
-
MILL
DEKTON 20MM THICK COSENTINO TBS
SUMMIT APPLIANCES
STAINLESS STEEL -
MATCH ARCHMATCH ARCH
POST/FRAME TO MATCH GLASS FENCE SYS.ALUMINUM
D&D TECHNOLOGIES--
TBS --
BLACK
2,11
3,4,5,7,9
2,3,4,5,6
36NBL
SPR7BOSSTADA
17-24-SSDR AMERICAN OUTDOOR GRILLS
AMERICAN OUTDOOR GRILLS
BLACK
TBS
-
-
1 COAT RUST INHIBITOR /
2 COATS PAINT
1 COAT RUST IN./2 COATS PAINT
TUBE STEEL CUSTOMF-3
F-4
3,9WALL: WOOD --CUMARU HARDWOOD
POSTS/FRAME: TUBE STEEL POWDERCOATBLACKCUSTOM
W-2
W-1
-
ACCESS DOOR STAINLESS STEEL17-24-SSDR AMERICAN OUTDOOR GRILLS
2,3,4,5,6SA-2 BASE
COUNTER
GRILL
SINK
--
STAINLESS STEEL
-
SUNSTONE METAL PRODUCTS
36NBL
ADASK37
AMERICAN OUTDOOR GRILLS
DEKTON 20MM THICK COSENTINO -
GRILL COUNTER B
PIP BOARDFORM CONCRETE W/ (1) GRILL TBS
LOW WALL AT SLOPED WALK
DETAIL
W-6
BLACK 1 COAT RUST INHIBITOR /
2 COATS PAINTTUBE STEEL CUSTOMPOOL ENCLOSURE FENCE - METAL
TOP MOUNTED AT CMU WALL
BLACK
BLACK
TBS
BLACK
BLACK
BLACK
SITE AMENITIES LEGEND
PAVING LEGEND
NOTESDETAILITEMDESCRIPTIONMATERIAL / MODEL COLOR FINISHMANUFACTURER
P-4.1
P-1
P-3.1
P-3.2
P-4.2
P-2.1
P-2.2
NATIONAL READY MIX
323-245-5539 NATURAL GRAYCONCRETE
CONCRETE NATIONAL READY MIX
323-245-5539 NATURAL GRAY TOP CAST 5
CITY STANDARD
BROOM FINISH
INTEGRAL COLOR CONCRETE NATIONAL READY MIX (323-245-5539) &
DAVIS COLOR
CONCRETE
INTEGRAL COLOR CONCRETE
NATIONAL READY MIX
323-245-5539 NATURAL GRAY
2,11
P-8
P-9
P-10
CONCRETE: CONCRETE
NATIONAL READY MIX (323-245-5539) &
DAVIS COLOR TOP CAST 5TBS
HANDRAIL: TUBE STEEL
P-11
CONCRETE CITY STANDARDINT. COLOR W/ BROOM FINISH
PER CITY MASTER PLAN
1,3,4,6
2,11
2,11,14
2,11
2,11,14
PER CITY
STANDARD
P-5
P-6A
P-7
DECORATIVE GRAVEL
CONCRETE STEPS: NAT. GRAY W/ TC 5
AND HANDRAIL: BLACK
SYNTHETIC TURF
INT. COLOR W/ TOP CAST 5
(ON GRADE)
NAT. GRAY W/ TOP CAST 5
(ON GRADE)
NAT. GRAY W/BROOM FINISH
NAT. GRAY W/ TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/ TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/ TOP CAST 5
(VEHICULAR RATED)
CURB AND GUTTER
STORM DRAIN INLET
CURB RAMP
1
2
3
4
5
6
7
8
10
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
MANHOLE SEE CIVIL ENG.
PLANS
FIRE HYDRANT SEE CIVIL ENG.
PLANS
ASPHALT PAVING
PROPOSED TRANSFORMER / UTILITY SEE ARCH
PLANS
EXISTING TRANSFORMER AND
GENERATOR
SEE ELEC. ENG.
PLANS
9
12
WALK-OFF GRATE
SEE CIVIL ENG.
PLANS
11
POOL LIFT SEE POOL
CONTR. PLANS
CONSTRUCTION REFERENCE LEGEND
DETAILITEMDESCRIPTION
13
14
FLOOR DRAIN/PLANTER DRAIN SEE MEP. PLANS
TOP CAST 5TBS
NATIONAL READY MIX
323-245-5539 TBS TOP CAST 5 2,11
TOP CAST 5
MCNICHOLS TBSCARBON STEEL - ITEM #1638911641UTILITY AREA FENCE - METAL MILL
F-5
BUILDING OVERHANG SEE ARCH
PLANS
ACCESS DOOR STAINLESS STEEL17-24-SSDR AMERICAN OUTDOOR GRILLS
2,3,4,5,6SA-3 BASE
COUNTER
GRILL
SINK
--
STAINLESS STEEL -
36NBL
ADASK37
AMERICAN OUTDOOR GRILLS
DEKTON 20MM THICK COSENTINO -
GRILL COUNTER C
PLASTER FINISH W/ (1) GRILL TBS
ITEM
ITEM
BUILDING COLUMN SEE ARCH
PLANS
RESTROOMS SEE ARCH
PLANS
SIZE QTY
BOULDER TABLE
LANDSCAPE BOULDERS - FINAL SELECTION TO BE APPROVED BY
LANDSCAPE ARCHITECT PRIOR TO PURCHASE. REFER TO DTL
S/L1.51 FOR INSTALL. THE FOLLOWING TABLE IS FOR PRICING
PURPOSES; FINAL QUANTITY, SIZES, AND LOCATION TO BE
DETERMINED.
BOULDER TYPE: PER SOUTHWEST BOULDER OR APPROVED EQUAL
2' W x 4' L x 3' H 8
43' W x 4' L x 4' H
1' W x 1' L x 1' H FOR MISC. FIELD PLACEMENT 1 BASKET
34' W x 5' L x 4' H
ICE MAKER STAINLESS STEEL -SUMMIT APPLIANCESBIM24OSBase32
REFRIGERATOR STAINLESS STEEL -SUMMIT APPLIANCESSPR7BOSSTADA
DETAIL B, D
SHEET L1.52
DETAIL P
SHEET L1.53
DETAIL N
SHEET L1.53
DETAIL E
SHEET L1.53
DETAIL C
SHEET L1.53
DETAIL B, F, H
SHEET L1.53
DETAIL N
SHEET L1.53
DETAIL G
SHEET L1.53
DETAIL K
SHEET L1.56
DETAIL K
SHEET L1.56
DETAIL J
SHEET L1.55
15 OUTDOOR SHOWER SEE ARCH
PLANS
PIP BOARDFORM CONCRETE
MATCH ARCHMATCH ARCH
CMU BLOCK W/ PLASTER FINISH MATCH ARCHMATCH ARCH
SOUTHWEST BOULDER AND STONE
760-451-3333 GRAPHITE GRAY3/4" DECORATIVE GRAVEL
FIELD TURF
866-352-0233
SYNTHETIC TURF
EASY TURF NUTMEG PREMIUM
NATIONAL READY MIX (323-245-5539)TOP CAST 5NATURAL GRAY
CUSTOM TOP CAST 5BLACK
P-12
-
-1,11
PEDESTAL PAVERS
NATIONAL READY MIX
323-245-5539 MATCH ARCH MATCH ARCH
MATCH ARCH
MATCH ARCH
MATCH ARCH
3,9
3,9
3,9
3,9
3,4,5,7,9
PA
TYP.
PL
O.C.
FG
F.O.W.
F.O.B.
SYMBOL
CL CENTER LINE
DESCRIPTION
L.O.W
P.I.P
EQ.EQUAL
STEP INDICATOR
REFER TO CIVIL PLANS
FACE OF WALL
FINISH GRADE
FACE OF BUILDING
ON-CENTER
LIMIT OF WORK
PLANTING AREA
PROTECT IN PLACE
PROPERTY LINE
TYPICAL
PA
TYP.
PL
O.C.
FG
F.O.W.
F.O.B.
SYMBOL
CL CENTER LINE
DESCRIPTION
L.O.W
P.I.P
EQ.EQUAL
STEP INDICATOR
REFER TO CIVIL PLANS
FACE OF WALL
FINISH GRADE
FACE OF BUILDING
ON-CENTER
LIMIT OF WORK
PLANTING AREA
PROTECT IN PLACE
PROPERTY LINE
TYPICAL
ABBREVIATIONS
CONSTRUCTION NOTES
1.ALL WORK PERFORMED SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL BUILDING CODES AND
REQUIREMENTS, INCLUDING THE MOST RECENT REQUIREMENTS OF THE ACCESSIBILITY CODES.
2.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE
3.THE SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, DEVICES, SUPPLIES, EQUIPMENT, AND
OTHER FACILITIES NECESSARY FOR AND INCIDENTAL TO THE EXECUTION AND COMPLETION OF WORK
DESCRIBED IN THE CONSTRUCTION DOCUMENTS.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION GRADES, EXISTING STRUCTURES,
SPECIFICATIONS AND FIELD CONDITIONS AT THE SITE BEFORE COMMENCING WORK. WHERE CONFLICTS
OCCUR, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE SUCH
NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY.
5.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH GENERAL CONTRACTOR AND DRAWINGS
FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES, AND RELATED STRUCTURES. THE
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID
UTILITIES IF PROPER VERIFICATION WAS NOT PERFORMED.
6.CONSTRUCTION DOCUMENTS INCLUDE PROVISIONS NOTED HEREIN FOR BOTH THESE CONTRACT
DRAWINGS AND ASSOCIATED CONTRACT SPECIFICATIONS. CONSTRUCTION DRAWINGS ARE GRAPHIC AND
DIAGRAMMATIC; THEY CONVEY THE DESIGN INTENT OF THE CONSTRUCTION CONTRACT.
7.AREAS TO BE GRADED OR PAVED SHALL BE GRUBBED AND STRIPPED OF ALL VEGETATION, DEBRIS, AND
OTHER DELETERIOUS MATERIAL. ALL LOOSE SOIL DISTURBED BY REMOVAL OF TREES, EXISTING FILL AND
LOOSE OR DISTURBED TOPSOIL SHALL BE REMOVED.
8.PLANS ARE FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING) OF CONSTRUCTION FEATURES NOT
LOCATED BY THE PROJECT CIVIL ENGINEER OR ARCHITECTURAL DRAWINGS AND FOR CONSTRUCTION
REFERENCE OF SITE CONSTRUCTION FEATURES DETAILED HEREIN.
9.ALL DIMENSIONS ARE STAKED PERPENDICULAR OR PARALLEL, UNLESS OTHERWISE INDICATED.
10.CONTRACTOR SHALL ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING
WALKS, FOOTINGS, WALLS, AND OTHER STRUCTURES. FINAL GRADIENTS SHALL ENSURE POSITIVE
DRAINAGE FROM BUILDINGS AND STRUCTURES.
11.CONTRACTOR SHALL ENSURE THAT DRAINLINES, ELECTRICAL CONDUITS, SLEEVES, ETC., ARE IN PLACE
PRIOR TO INSTALLATION OF PAVING AND WALLS
12.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES.
13.CONTRACTOR SHALL SUBMIT A CONCRETE FLATWORK JOINTING PLAN SHOWING ISOLATION AND
CONTRACTION JOINTS BASED ON DESIGN PER PLAN - FOR LANDSCAPE ARCHITECT APPROVAL. INSTALL
EXPANSION JOINTS (EJ) AT ALL VERTICAL ELEMENTS. INSTALL CONSTRUCTION CONTROL JOINTS (CCJ) AT
MAX. 12'-0". ZIP JOINTS SHALL NOT BE ALLOWED. INSTALL EJ'S AND CCJ'S AT 90° TO THE EDGE OF
CONCRETE PAVING. SEE PLANS FOR ADDITIONAL INFORMATION AND LOCATIONS.
14.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR HARDSCAPE FORM REVIEW, APPROVAL BEFORE
POURING CONCRETE.
15.DO NOT SCALE CONSTRUCTION DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF
DRAWINGS.
16.TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION WHERE NO DETAILS ARE GIVEN. THE
CONSTRUCTION SHALL BE AS FOR SIMILAR WORK. OMISSIONS, AND/OR FIELD CONDITIONS, SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK SO
INVOLVED.
17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO PLANTING PLANS TO DETERMINE LOCATION OF
SPECIMEN TREES AND TO ROUTE UNDERGROUND STRUCTURES AROUND THESE LOCATIONS
18.IMPORT SOIL SHALL BE APPROVED ON SITE BY OWNER'S REPRESENTATIVE. REFER TO SPECIFICATIONS FOR
SOIL REQUIREMENTS. SOIL SHALL BE FREE FROM ROCK, DEBRIS, NUT GRASS, BERMUDA GRASS OR OTHER
DELETERIOUS MATERIAL.
19.INSTALL CONCRETE IMPROVEMENTS THAT OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28
DAYS UNLESS OTHERWISE SPECIFIED ON DRAWINGS AND DETAILS. CONCRETE TYPE INDICATED IN
SPECIFICATIONS; SUBMIT CONCRETE DESIGN MIXES AND REFEREE FINISH SAMPLES TO LANDSCAPE
ARCHITECT. PREPARE FIELD MOCKUPS AND OBTAIN THEIR APPROVAL PRIOR TO INSTALLATION OF
CONCRETE WORKS SCOPE. INSTALL CONCRETE FLATWORK PER RECOMMENDATION OF GEOTECHNICAL
ENGINEER AND GEOTECHNICAL REPORT. IN CASE OF CONFLICT BETWEEN GEOTECHNICAL REPORT AND
DETAILS, THE MOST STRINGENT REQUIREMENTS WILL APPLY.
20.REINFORCING STEEL: A.S.T.M. A-615, GRADE 40 FOR ALL REINFORCING. MINIMUM CLEARANCE FOR BARS
SHALL BE 3" AT BOTTOM OF FOOTING AND 1 1/2" AT BOTTOM OF SLABS ON GRADE.
21.SLEEVES: CONCRETE CONTRACTOR SHALL PROVIDE PVC UNDER PAVING. THE LOCATIONS SHALL BE
COORDINATED WITH THE ELECTRIC CONTRACTOR AND IRRIGATION CONTRACTOR.
22.MORTAR SHALL BE 1: 3 1/2 : 1/4 TO 1/2 PARTS BY VOLUME OF PORTLAND CEMENT, TO MORTAR SAND, TO
LIME PUTTY. USE NO FIRE CLAY, ADD 1 PINT ADMIXTURE PER SACK OF CEMENT TO INHIBIT
EFFLORESCENCE.
23.USE AT LEAST A 1-SACK MIXER. MEASURE PARTS BY VOLUME FOR UNIFORMITY.
A. FOR MORTAR, LOAD MORTAR SAND, PORTLAND CEMENT, ADMIXTURE, AND WATER INTO MIXER IN THAT
ORDER, AND MIX FOR 3 MINUTES THEN ADD LIME PUTTY AND MIX ADDITIONAL 10 MINUTES.
B. FOR GROUT, LOAD PEA GRAVEL, IF USED, SAND, PORTLAND CEMENT, ADMIXTURE, AND WATER INTO
THE MIXER FOR 3 MINUTES. USE ENOUGH WATER TO FORM A POURING CONSISTENCY AND COLOR PER
PLANS.
C. DO NOT USE ANY MORTAR OR GROUT AFTER MORE THAN 1 1/2 HOURS OF ITS INITIAL MIXING, EXCEPT
MORTAR MAY BE RE-TEMPERED.
24.EXCESS SOIL SHALL BE REMOVED FROM SITE.
25.REPLACE OR REPAIR EXISTING MATERIAL THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION
OPERATIONS.
26.REFER TO MASTER CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION.
STABILIZED DECOMPOSED GRANITEP-13 DECOMPOSED GRANITE PAVING SOUTHWEST BOULDER AND STONE
760-451-3333 GRAPHITE GRAY STABILIZED 1,11
LOW PATIO WALL
HEIGHT: 42" MAX 2,11
W-7
CMU BLOCK W/ PLASTER FINISH MATCH ARCH MATCH ARCHMATCH ARCH
GATE MEMBERS
HINGES
METAL BACKING
DECR. HARDWARE
G-3 GATE AT PATIO TUBE STEEL CUSTOM BLACK
D&D TECHNOLOGIES
TBS
TBS
-
-
--
-
TBS
3,4,5,7,91 COAT RUST IN./2 COATS PAINT
BLACK
BLACK
BLACK
DETAIL Q
SHEET L1.53
ACCESS DOOR STAINLESS STEEL17-24-SSDR AMERICAN OUTDOOR GRILLS
2,3,4,5,6SA-4 BASE
COUNTER
GRILL
SINK
--
STAINLESS STEEL -
36NBL
ADASK37
AMERICAN OUTDOOR GRILLS
DEKTON 20MM THICK COSENTINO -
GRILL COUNTER D
PLASTER FINISH W/ (1) GRILL TBS
REFRIGERATOR STAINLESS STEEL -SUMMIT APPLIANCESSPR7BOSSTADA
DETAIL R
SHEET L1.55
CMU BLOCK W/ PLASTER FINISH MATCH ARCHMATCH ARCHMATCH ARCH
CMU BLOCK W/ PLASTER FINISH
W-8
W-9
W-10
PLANTER WALL
HEIGHT: 36" MAX
DETAIL A, I, J
SHEET L1.52
PLANTER WALL
HEIGHT: 48" MAX
PLANTER WALL
HEIGHT: 24" MAX
MATCH ARCH 2,11CMU BLOCK W/ PLASTER FINISH MATCH ARCH MATCH ARCH
SEE CIVIL
PLANS
16 RELOCATED FedEx DROP-BOX -
PRIVACY FENCE AT PATIO - METAL BLACK 1 COAT RUST INHIBITOR /
2 COATS PAINTTUBE STEEL CUSTOMF-6
DETAIL R
SHEET L1.53 3,9
DETAIL A, C, D, L
SHEET L1.51
DETAIL B, C, K
SHEET L1.51
DETAIL A, C, D, L
SHEET L1.51
DETAIL B, C, K
SHEET L1.51
DETAIL A, C, L
SHEET L1.51
PER CITY
STANDARD
DETAIL G, H, J
SHEET L1.51
DETAIL R
SHEET L1.51
DETAIL M
SHEET L1.51
DETAIL N
SHEET L1.51
DETAIL O
SHEET L1.51
DETAIL A, E
SHEET L1.52
DETAIL A, J/SIM.
SHEET L1.52
FENCE AT LIVE/WORK PATIO - METAL BLACK 1 COAT RUST INHIBITOR /
2 COATS PAINTTUBE STEEL CUSTOMDETAIL S
SHEET L1.53 3,9
GATE MEMBERS
HINGES
METAL BACKING
DECR. HARDWARE
G-4 GATE AT LIVE/WORK PATIO TUBE STEEL CUSTOM BLACK
D&D TECHNOLOGIES
TBS
TBS
-
--
-
TBS
3,4,5,7,91 COAT RUST IN./2 COATS PAINT
BLACK
BLACK
BLACK
DETAIL T
SHEET L1.53
CUSTOM
SUNSTONE METAL PRODUCTS
CUSTOM
SUNSTONE METAL PRODUCTS
CUSTOM
COSMETIC COVER CUSTOM
CUSTOM
CUSTOM
STAINLESS STEEL -
STAINLESS STEEL -
STAINLESS STEEL
-
-
-
COSMETIC COVER
COSMETIC COVER
17 BOLLARD - REMOVABLE SEE CIVIL
PLANS
BANQUETTE SEATING 2,11NATIONAL READY MIX
323-245-5539 MATCH ARCH MATCH ARCHDETAIL K
SHEET L1.52
POURED-IN-PLACE CONCRETE W/ BOARDFORM FINISH
GATE MEMBERS
HINGES
METAL BACKING
DECR. HARDWARE
G-5 GATE FOR MAINTENANCE ACCESS TUBE STEEL CUSTOM BLACK
D&D TECHNOLOGIES
TBS
TBS
-
--
-
TBS
3,4,5,7,91 COAT RUST IN./2 COATS PAINT
BLACK
BLACK
BLACK
DETAIL H
SHEET L1.52
PLANTER WALL
HEIGHT: 30" MAX MATCH ARCH 2,11CMU BLOCK W/ PLASTER FINISHDETAIL A, I, J
SHEET L1.52 MATCH ARCH MATCH ARCH
PLANTER WALL
HEIGHT: 42" MAX
DETAIL A, I, J
SHEET L1.52 MATCH ARCH 2,11CMU BLOCK W/ PLASTER FINISH MATCH ARCH MATCH ARCH
18 EXISTING WALL AND OVERHANG PROTECT IN
PLACE
TBS TBS
TBS TBS
1,3,4,6
INT. COLOR W/TOP CAST 25
(ON GRADE)
INT. COLOR W/TOP CAST 25
(ON STRUCTURE)
DETAIL B, C, D
SHEET L1.51
DETAIL A, C, L
SHEET L1.51
INTEGRAL COLOR CONCRETE NATIONAL READY MIX (323-245-5539) &
DAVIS COLOR
INTEGRAL COLOR CONCRETE NATIONAL READY MIX (323-245-5539) &
DAVIS COLOR 2,11
2,11,14
POURED-IN-PLACE CONCRETE W/ BOARDFORM FINISH
INTEGRAL COLOR CONCRETE
PAVER: 24"X24" FRONTIER 20 PORCELAIN PAVER
PEDESTAL: TBS TRAY: PT-TRAY-2424-4
LANDMARK OUTDOOR (931-325-5700)-FASHION GREY
BISON I.P. (J. BOZEMAN 303-829-0400 X107)--
MATCH ARCH 2,11CMU BLOCK W/ PLASTER FINISH MATCH ARCH MATCH ARCH
MATCH ARCH 2,11CMU BLOCK W/ PLASTER FINISH MATCH ARCH MATCH ARCH
MATCH ARCH 2,11CMU BLOCK W/ PLASTER FINISH MATCH ARCH MATCH ARCH
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
2,11,13
INT. COLOR W/ BROOM FINISH
PER CITY MASTER PLAN
CONCRETE TOP CAST 5CONCRETE RAMP NATURAL GRAYNATIONAL READY MIX
(323-245-5539)2,11,13DETAIL I, J, T
SHEET L1.51
PER CITY
STANDARD 2,11
2,11
ENCAUSTIC TILE (SLIP RESISTANT)P-14 TILE AT OUTDOOR SHOWER TBS TBS TBS 1, 4-
ITEM DESCRIPTION MATERIAL / MODEL MANUFACTURER COLOR FINISH NOTES
SA-14
OVERHEAD TRELLIS B
CUSTOMSA-5
FESTOON LIGHTING / SUPPORT POLES 4LIGHTING: SEE ELECTRICAL PLANS FOR MANUFACTURER AND MODEL SEE ELEC.SEE ELEC.
SUPPORT: TUBE STEEL POWDERCOATTBSCUSTOM
SEE ELEC.SA-6
CRESTA BOULDERS 10CRESTABOULDER - REFER TO BOULDER TABLE
VINE CABLE SYSTEM
SA-11
SITE AMENITIES LEGEND - CONTINUED
LIGHTED BOLLARD 4,6TBS--BLACK
SA-12
SA-7
DETAIL D, L
SHEET L1.54
DETAIL I
SHEET L1.54
DETAIL S
SHEET L1.51
DETAIL I
SHEET L1.57
DETAIL S
SHEET L1.57
SOUTHWEST BOULDER AND STONE
760-451-3333
3,9SLATS: TUBE STEEL CUSTOM
POSTS/FRAME: TUBE STEEL POWDERCOATBLACKCUSTOM
OVERHEAD HEATER MODEL: SL#1628
ELECTRIC: REFER TO MEP FOR MORE INFORMATION
4,6
REFER TO MEP
INFRATECH
--
BLACKSA-10 DETAIL B
SHEET L1.54
4,6BLACK-JAKOB ROPE SYSTEM -
-
-
PREFAB PLANTERSA-13 DETAILS H, K, L
SHEET L3.51 ---SEE POT LEGEND FOR MANUFACTURER AND MODEL SHEET L3.00 -
WOOD-WRAPPED BENCH DETAIL K
SHEET L1.57 2,11PARALLEL 42 - IPE
BENCH STYLE: STRAIGHT, SURFACE MOUNT, BACKLESS, NO ARM
LANDSCAPE FORMS
800-521-2546
-IPE
POWDERCOATBLACK
POWDERCOATBLACK
SA-9 FIRE PIT - RECTANGULAR -ARCHITECTURAL POTTERY (ARCHPOT)
714-895-3359
EVENING STORM
W/LAVA ROCK
AURA RECTANGLE: 78"L X 32"W X 20"H
WITH LAVA ROCK, TIMER SWITCH, AND EMERGENCY SHUTOFF 4,5,6,12DETAIL J
SHEET L1.57
BIKE RACK VROOM 686A VESTRE
212-634-9658 BLACK POWDERCOAT 4,6SA-8 DETAIL Q
SHEET L1.51
DETAIL
CITY STANDARDTBSNATIONAL READY MIX (323-245-5539) &
DAVIS COLORCONCRETE
NATIONAL READY MIX (323-245-5539) &
DAVIS COLOR TBS
P-6B INT. COLOR W/ TOPCAST 5 AND ETCHING
PATTERN PER CITY MASTER PLAN
PER CITY
STANDARD 2,11CITY STANDARDTBSNATIONAL READY MIX (323-245-5539) &
DAVIS COLORCONCRETE
L1.00
MASTER
CONSTRUCTION
LEGEND & NOTES
INTEGRAL COLOR CONCRETE
INTEGRAL COLOR CONCRETE
INTEGRAL COLOR CONCRETE
J
J
10'-0" TYP
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ALIGN
EQ.
EQ.
20'-0" T
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20'-0" T
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.
30'-0" TY
P
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5'-0"
5'-0"
4'-0" MIN.
0 5 10 20 Feet
Scale: 1" = 10'
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ISSUANCE NAME DATE
57
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No.
3
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7
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R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
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I
T
H
INTA
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Date
OF
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12/01/23
41
4
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SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
MA
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L1.03L1.01
WHEELER AVE
AC
C
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S
S
A
L
L
E
Y
E. SANTA CLARA ST.
REFER TO SHEET L1.00 FOR MASTER
CONSTRUCTION SCHEDULES AND NOTES
L1.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
PROPERTY LINE
MATCH LINE - SEE SHEET L1.02
PR
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R
T
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L
I
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PR
O
P
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R
T
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L
I
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PAPA
PA
PA
PA PAPA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
SA-14
SA-7
PA
P-2.1
P-3.1
6
8
P-12
W-4
P-8
12
12
EXISTING BUILDING
EXISTING BUILDING
P-3.1
P-5
SA-14
SA-7
2
1
1
(NOT A PART)
(NOT A PART)
EXISTING BUILDING
(NOT A PART)
Key Map
P-2.1
P-11
W-4
SA-8
P-2.1
1
2
TYP.
SA-7
PA
PA
PA PA
PA
10
F-2
G-1
PA
SA-12
A
16
10
PROTECT IN PLACE; COORDINATE NEW
SURFACES AROUND EXISTING WALK-OFF
GRATE AS REQUIRED
PROTECT IN PLACE; COORDINATE NEW
SURFACES AROUND EXISTING WALK-OFF
GRATE AS REQUIRED
SA-8
12
FENCE ON TOP OF WALL TO MATCH
ADJACENT FENCE IN HEIGHT AND DESIGN
P-1 5
SA-11
P-4.1
P-1
SA-11TYP.
E. SANTA CLARA STREET
TYP.
M
L1.41
E
L1.41
18
P-8
ADA CLEAR KNEE SPACE
19" X 30" MINIMUM
PA
PA PA
INT. COLOR W/BROOM FINISH
PER CITY MASTER PLAN
PER CITY
STANDARD
PAVING LEGEND
DETAILITEMDESCRIPTION
P-4.1
P-1
P-3.1
P-3.2
P-4.2
P-2.1
P-2.2
P-8
P-9
P-10
P-11
INT. COLOR W/ BROOM FINISH
PER CITY MASTER PLAN
P-5
P-6A
P-7
DECORATIVE GRAVEL
CONCRETE STEPS: NAT. GRAY W/ TC 5
AND HANDRAIL: BLACK
SYNTHETIC TURF
INT. COLOR W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/BROOM FINISH
NAT. GRAY W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 25
(ON GRADE)
INT. COLOR W/TOP CAST 5
(VEHICULAR RATED)
DETAILITEMDESCRIPTION
DETAILDESCRIPTION
WALL LEGEND
FENCE LEGEND
F-1
F-2
W-3
W-4
W-5
POOL ENCLOSURE FENCE - METAL
POOL ENCLOSURE FENCE - GLASS
ENTERTAINMENT WALL
SPA FEATURE WALL - PIP CONC W/ BF FINISH
HEIGHT: 90" MAX
F-3
F-4
W-2
W-1
LOW WALL AT RAMP
W-6
POOL ENCLOSURE FENCE - METAL
TOP MOUNTED AT CMU WALL
UTILITY AREA FENCE - METAL
F-5
DESCRIPTION
GATE LEGEND
G-1 UTILITY AREA GATE
DETAIL
ITEM
ITEM
G-2 POOL ENCLOSURE GATE - GLASS
DESCRIPTION
SITE AMENITIES LEGEND
DETAILITEM
SA-1 GRILL COUNTER A
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-2 GRILL COUNTER B
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-3 GRILL COUNTER C
PLASTER FINISH W/ (1) GRILL
FIRE PIT - RECTANGULAR
BIKE RACK
OVERHEAD TRELLIS B
CUSTOM
SA-6 FESTOON LIGHTING / SUPPORT POLES
SA-9
LIGHTED BOLLARDSA-11
SA-5
SA-4
WOOD-WRAPPED BENCH
SA-8
SA-7
DETAIL K
SHEET L1.56
DETAIL K
SHEET L1.56
DETAIL J
SHEET L1.55
DETAIL G
SHEET L1.53
DETAIL N
SHEET L1.53
P-12 CONCRETE RAMP
PEDESTAL PAVERS
P-13 DECOMPOSED GRANITE
OVERHEAD HEATERSA-10
PATIO WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
W-7
G-3 GATE AT PATIO DETAIL Q
SHEET L1.53
GRILL COUNTER D
PLASTER FINISH W/ (1) GRILL
DETAIL R
SHEET L1.55
W-8
W-9
W-10
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 48" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 24" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 36" MAX
PRIVACY FENCE AT PATIO - METALF-6
PER CITY
STANDARD
DETAIL B, C
SHEET L1.51
DETAIL B, C
SHEET L1.51
DETAIL M
SHEET L1.51
DETAIL N
SHEET L1.51
DETAIL O
SHEET L1.51
DETAIL G, H
SHEET L1.51
FENCE AT LIVE/WORK PATIO - METAL
G-4 GATE AT LIVE/WORK PATIO
DETAIL D, L
SHEET L1.54
DETAIL I
SHEET L1.54
DETAIL Q
SHEET L1.51
DETAIL B
SHEET L1.54
DETAIL J
SHEET L1.56
DETAIL T
SHEET L1.53
DETAIL N
SHEET L1.53
DETAIL E
SHEET L1.53
DETAIL C
SHEET L1.53
DETAIL B, F, H
SHEET L1.53
DETAIL R
SHEET L1.53
DETAIL S
SHEET L1.53
DETAIL I
SHEET L1.57
BANQUETTE SEATING
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 30" MAX
G-5 GATE FOR MAINTENANCE ACCESS DETAIL H
SHEET L1.52
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
DETAIL K
SHEET L1.57
INT. COLOR W/TOP CAST 25
(ON STRUCTURE)
DETAIL B, C, D
SHEET L1.51
DETAIL A, C, D
SHEET L1.51
DETAIL R
SHEET L1.51
DETAIL B, D
SHEET L1.52
DETAIL P
SHEET L1.53
DETAIL A, I, J
SHEET L1.52
DETAIL A, E
SHEET L1.52
DETAIL A, J/SIM.
SHEET L1.52
DETAIL K
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, I
SHEET L1.51
DETAIL T
SHEET L1.51
PER CITY
STANDARD
P-14 TILE AT OUTDOOR SHOWER -
INT. COLOR W/ TOPCAST 5 AND
ETCHING PATTERN PER MASTER PLAN
PER CITY
STANDARDP-6B
CURB AND GUTTER
STORM DRAIN INLET
CURB RAMP
1
2
3
4
5
6
7
8
10
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
MANHOLE SEE CIVIL ENG.
PLANS
FIRE HYDRANT SEE CIVIL ENG.
PLANS
ASPHALT PAVING
PROPOSED TRANSFORMER / UTILITY SEE ARCH
PLANS
EXISTING TRANSFORMER AND
GENERATOR
SEE ELEC. ENG.
PLANS
9
12
WALK-OFF GRATE
SEE CIVIL ENG.
PLANS
11
POOL LIFT SEE POOL
CONTR. PLANS
CONSTRUCTION REFERENCE LEGEND
DETAILITEMDESCRIPTION
13
14
FLOOR DRAIN/PLANTER DRAIN SEE MEP. PLANS
BUILDING OVERHANG SEE ARCH
PLANS
BUILDING COLUMN SEE ARCH
PLANS
RESTROOMS SEE ARCH
PLANS
15 OUTDOOR SHOWER SEE ARCH
PLANS
SEE CIVIL
PLANS
16 RELOCATED FedEx DROP-BOX -
17 BOLLARD - REMOVABLE SEE CIVIL
PLANS
18 EXISTING WALL AND OVERHANG PROTECT IN
PLACE L1.01
CONSTRUCTION
PLAN -
GROUND LEVEL
SA-14 BOULDER - REFER TO BOULDER TABLE
VINE CABLE SYSTEMSA-12
PREFAB PLANTERSA-13
DETAIL S
SHEET L1.51
DETAIL S
SHEET L1.57
DETAILS H, K, L
SHEET L3.51
SITE AMENITIES LEGEND - CONTINUED
10
'
-
0
"
T
Y
P
.
A L I G
N
EQ
.
EQ
.
20
'
-
0
"
T
Y
P
.
5'-0"
J
10'-0" TYP
.
ALIGN
EQ.
EQ.
20'-0" T
Y
P
.
10'-0" TYP
.ALIGN
EQ.
EQ.
20'-0" T
Y
P
.
30'-0" TY
P
.
5'-0"
5'-0"
4'-0" MIN.
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L1.00 FOR MASTER
CONSTRUCTION SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
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S
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/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L1.03L1.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
L1.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
WHEELER AVENUE
PROPERTY LINE
MATCH LINE - SEE SHEET L1.01 MATCH LINE - SEE SHEET L1.03
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SOUTHWEST CORNER
SCALE: 1" = 10'-0"
MA
T
C
H
L
I
N
E
-
S
E
E
E
N
L
A
R
G
E
M
E
N
T
,
T
H
I
S
S
H
E
E
T
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
T
H
I
S
S
H
E
E
T
PROPERTY LINE
PA PA PA PA PA PA PA PA
7TYP.
12
PA
PA PA PA PA PA PA PA PA
P-5
W-4
13
P-2.1
P-1
EXISTING BLDG.
P-2.1
P-3.1
Key Map
(NOT A PART)
2
P-2.1
1
1
PA
TYP.
P-2.1
P-4.1
SA-11
P-11
PA
PA
F-1
G-4
17
12
WHEELER AVENUE
5
PA
PA
P-2.1
PAPA
P-13
TYP.
4
P-7
P-1
SA-11
12
P-13
TYP.
INT. COLOR W/BROOM FINISH
PER CITY MASTER PLAN
PER CITY
STANDARD
PAVING LEGEND
DETAILITEMDESCRIPTION
P-4.1
P-1
P-3.1
P-3.2
P-4.2
P-2.1
P-2.2
P-8
P-9
P-10
P-11
INT. COLOR W/ BROOM FINISH
PER CITY MASTER PLAN
P-5
P-6A
P-7
DECORATIVE GRAVEL
CONCRETE STEPS: NAT. GRAY W/ TC 5
AND HANDRAIL: BLACK
SYNTHETIC TURF
INT. COLOR W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/BROOM FINISH
NAT. GRAY W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 25
(ON GRADE)
INT. COLOR W/TOP CAST 5
(VEHICULAR RATED)
DETAILITEMDESCRIPTION
DETAILDESCRIPTION
WALL LEGEND
FENCE LEGEND
F-1
F-2
W-3
W-4
W-5
POOL ENCLOSURE FENCE - METAL
POOL ENCLOSURE FENCE - GLASS
ENTERTAINMENT WALL
SPA FEATURE WALL - PIP CONC W/ BF FINISH
HEIGHT: 90" MAX
F-3
F-4
W-2
W-1
LOW WALL AT RAMP
W-6
POOL ENCLOSURE FENCE - METAL
TOP MOUNTED AT CMU WALL
UTILITY AREA FENCE - METAL
F-5
DESCRIPTION
GATE LEGEND
G-1 UTILITY AREA GATE
DETAIL
ITEM
ITEM
G-2 POOL ENCLOSURE GATE - GLASS
DESCRIPTION
SITE AMENITIES LEGEND
DETAILITEM
SA-1 GRILL COUNTER A
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-2 GRILL COUNTER B
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-3 GRILL COUNTER C
PLASTER FINISH W/ (1) GRILL
FIRE PIT - RECTANGULAR
BIKE RACK
OVERHEAD TRELLIS B
CUSTOM
SA-6 FESTOON LIGHTING / SUPPORT POLES
SA-9
LIGHTED BOLLARDSA-11
SA-5
SA-4
WOOD-WRAPPED BENCH
SA-8
SA-7
DETAIL K
SHEET L1.56
DETAIL K
SHEET L1.56
DETAIL J
SHEET L1.55
DETAIL G
SHEET L1.53
DETAIL N
SHEET L1.53
P-12 CONCRETE RAMP
PEDESTAL PAVERS
P-13 DECOMPOSED GRANITE
OVERHEAD HEATERSA-10
PATIO WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
W-7
G-3 GATE AT PATIO DETAIL Q
SHEET L1.53
GRILL COUNTER D
PLASTER FINISH W/ (1) GRILL
DETAIL R
SHEET L1.55
W-8
W-9
W-10
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 48" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 24" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 36" MAX
PRIVACY FENCE AT PATIO - METALF-6
PER CITY
STANDARD
DETAIL B, C
SHEET L1.51
DETAIL B, C
SHEET L1.51
DETAIL M
SHEET L1.51
DETAIL N
SHEET L1.51
DETAIL O
SHEET L1.51
DETAIL G, H
SHEET L1.51
FENCE AT LIVE/WORK PATIO - METAL
G-4 GATE AT LIVE/WORK PATIO
DETAIL D, L
SHEET L1.54
DETAIL I
SHEET L1.54
DETAIL Q
SHEET L1.51
DETAIL B
SHEET L1.54
DETAIL J
SHEET L1.56
DETAIL T
SHEET L1.53
DETAIL N
SHEET L1.53
DETAIL E
SHEET L1.53
DETAIL C
SHEET L1.53
DETAIL B, F, H
SHEET L1.53
DETAIL R
SHEET L1.53
DETAIL S
SHEET L1.53
DETAIL I
SHEET L1.57
BANQUETTE SEATING
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 30" MAX
G-5 GATE FOR MAINTENANCE ACCESS DETAIL H
SHEET L1.52
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
DETAIL K
SHEET L1.57
INT. COLOR W/TOP CAST 25
(ON STRUCTURE)
DETAIL B, C, D
SHEET L1.51
DETAIL A, C, D
SHEET L1.51
DETAIL R
SHEET L1.51
DETAIL B, D
SHEET L1.52
DETAIL P
SHEET L1.53
DETAIL A, I, J
SHEET L1.52
DETAIL A, E
SHEET L1.52
DETAIL A, J/SIM.
SHEET L1.52
DETAIL K
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, I
SHEET L1.51
DETAIL T
SHEET L1.51
PER CITY
STANDARD
P-14 TILE AT OUTDOOR SHOWER -
INT. COLOR W/ TOPCAST 5 AND
ETCHING PATTERN PER MASTER PLAN
PER CITY
STANDARDP-6B
SA-14 BOULDER - REFER TO BOULDER TABLE
VINE CABLE SYSTEMSA-12
PREFAB PLANTERSA-13
DETAIL S
SHEET L1.51
DETAIL S
SHEET L1.57
DETAILS H, K, L
SHEET L3.51
CURB AND GUTTER
STORM DRAIN INLET
CURB RAMP
1
2
3
4
5
6
7
8
10
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
MANHOLE SEE CIVIL ENG.
PLANS
FIRE HYDRANT SEE CIVIL ENG.
PLANS
ASPHALT PAVING
PROPOSED TRANSFORMER / UTILITY SEE ARCH
PLANS
EXISTING TRANSFORMER AND
GENERATOR
SEE ELEC. ENG.
PLANS
9
12
WALK-OFF GRATE
SEE CIVIL ENG.
PLANS
11
POOL LIFT SEE POOL
CONTR. PLANS
CONSTRUCTION REFERENCE LEGEND
DETAILITEMDESCRIPTION
13
14
FLOOR DRAIN/PLANTER DRAIN SEE MEP. PLANS
BUILDING OVERHANG SEE ARCH
PLANS
BUILDING COLUMN SEE ARCH
PLANS
RESTROOMS SEE ARCH
PLANS
15 OUTDOOR SHOWER SEE ARCH
PLANS
SEE CIVIL
PLANS
16 RELOCATED FedEx DROP-BOX -
17 BOLLARD - REMOVABLE SEE CIVIL
PLANS
18 EXISTING WALL AND OVERHANG PROTECT IN
PLACE
SITE AMENITIES LEGEND - CONTINUED
L1.02
CONSTRUCTION
PLAN -
GROUND LEVEL
P-6A
P-6B
10
'
-
0
"
T
Y
P
.
A L I G
N
EQ
.
EQ
.
20
'
-
0
"
T
Y
P
.
10
'
-
0
"
T
Y
P
.
A L I G
N
EQ
.
EQ
.
20
'
-
0
"
T
Y
P
.
30
'
-
0
"
T
Y
P
.
5'-0"
4'-0" MIN.
J
10'-0" TYP
.
ALIGN
EQ.
EQ.
20'-0" T
Y
P
.
10'-0" TYP
.ALIGN
EQ.
EQ.
20'-0" T
Y
P
.
30'-0" TY
P
.
5'-0"
5'-0"
4'-0" MIN.
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L1.00 FOR MASTER
CONSTRUCTION SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L1.03L1.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
L1.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
AC
C
E
S
S
A
L
L
E
Y
PR
O
P
E
R
T
Y
L
I
N
E
MATCH LINE - SEE SHEET L1.02
E. SANTA CLARA STREET
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
1
.
0
1
P-5
12
P-1
P-4.1
12
PA
PA
PA
Key Map
PAPA
2
1
A
SA-13
17
4
TYP.
PA
P-1
P-7
A
1
PR
O
P
E
R
T
Y
L
I
N
E
P-1
INT. COLOR W/BROOM FINISH
PER CITY MASTER PLAN
PER CITY
STANDARD
PAVING LEGEND
DETAILITEMDESCRIPTION
P-4.1
P-1
P-3.1
P-3.2
P-4.2
P-2.1
P-2.2
P-8
P-9
P-10
P-11
INT. COLOR W/ BROOM FINISH
PER CITY MASTER PLAN
P-5
P-6A
P-7
DECORATIVE GRAVEL
CONCRETE STEPS: NAT. GRAY W/ TC 5
AND HANDRAIL: BLACK
SYNTHETIC TURF
INT. COLOR W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/BROOM FINISH
NAT. GRAY W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 25
(ON GRADE)
INT. COLOR W/TOP CAST 5
(VEHICULAR RATED)
DETAILITEMDESCRIPTION
DETAILDESCRIPTION
WALL LEGEND
FENCE LEGEND
F-1
F-2
W-3
W-4
W-5
POOL ENCLOSURE FENCE - METAL
POOL ENCLOSURE FENCE - GLASS
ENTERTAINMENT WALL
SPA FEATURE WALL - PIP CONC W/ BF FINISH
HEIGHT: 90" MAX
F-3
F-4
W-2
W-1
LOW WALL AT RAMP
W-6
POOL ENCLOSURE FENCE - METAL
TOP MOUNTED AT CMU WALL
UTILITY AREA FENCE - METAL
F-5
DESCRIPTION
GATE LEGEND
G-1 UTILITY AREA GATE
DETAIL
ITEM
ITEM
G-2 POOL ENCLOSURE GATE - GLASS
DESCRIPTION
SITE AMENITIES LEGEND
DETAILITEM
SA-1 GRILL COUNTER A
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-2 GRILL COUNTER B
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-3 GRILL COUNTER C
PLASTER FINISH W/ (1) GRILL
FIRE PIT - RECTANGULAR
BIKE RACK
OVERHEAD TRELLIS B
CUSTOM
SA-6 FESTOON LIGHTING / SUPPORT POLES
SA-9
LIGHTED BOLLARDSA-11
SA-5
SA-4
WOOD-WRAPPED BENCH
SA-8
SA-7
DETAIL K
SHEET L1.56
DETAIL K
SHEET L1.56
DETAIL J
SHEET L1.55
DETAIL G
SHEET L1.53
DETAIL N
SHEET L1.53
P-12 CONCRETE RAMP
PEDESTAL PAVERS
P-13 DECOMPOSED GRANITE
OVERHEAD HEATERSA-10
PATIO WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
W-7
G-3 GATE AT PATIO DETAIL Q
SHEET L1.53
GRILL COUNTER D
PLASTER FINISH W/ (1) GRILL
DETAIL R
SHEET L1.55
W-8
W-9
W-10
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 48" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 24" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 36" MAX
PRIVACY FENCE AT PATIO - METALF-6
PER CITY
STANDARD
DETAIL B, C
SHEET L1.51
DETAIL B, C
SHEET L1.51
DETAIL M
SHEET L1.51
DETAIL N
SHEET L1.51
DETAIL O
SHEET L1.51
DETAIL G, H
SHEET L1.51
FENCE AT LIVE/WORK PATIO - METAL
G-4 GATE AT LIVE/WORK PATIO
DETAIL D, L
SHEET L1.54
DETAIL I
SHEET L1.54
DETAIL Q
SHEET L1.51
DETAIL B
SHEET L1.54
DETAIL J
SHEET L1.56
DETAIL T
SHEET L1.53
DETAIL N
SHEET L1.53
DETAIL E
SHEET L1.53
DETAIL C
SHEET L1.53
DETAIL B, F, H
SHEET L1.53
DETAIL R
SHEET L1.53
DETAIL S
SHEET L1.53
DETAIL I
SHEET L1.57
BANQUETTE SEATING
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 30" MAX
G-5 GATE FOR MAINTENANCE ACCESS DETAIL H
SHEET L1.52
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
DETAIL K
SHEET L1.57
INT. COLOR W/TOP CAST 25
(ON STRUCTURE)
DETAIL B, C, D
SHEET L1.51
DETAIL A, C, D
SHEET L1.51
DETAIL R
SHEET L1.51
DETAIL B, D
SHEET L1.52
DETAIL P
SHEET L1.53
DETAIL A, I, J
SHEET L1.52
DETAIL A, E
SHEET L1.52
DETAIL A, J/SIM.
SHEET L1.52
DETAIL K
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, I
SHEET L1.51
DETAIL T
SHEET L1.51
PER CITY
STANDARD
P-14 TILE AT OUTDOOR SHOWER -
INT. COLOR W/ TOPCAST 5 AND
ETCHING PATTERN PER MASTER PLAN
PER CITY
STANDARDP-6B
CURB AND GUTTER
STORM DRAIN INLET
CURB RAMP
1
2
3
4
5
6
7
8
10
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
MANHOLE SEE CIVIL ENG.
PLANS
FIRE HYDRANT SEE CIVIL ENG.
PLANS
ASPHALT PAVING
PROPOSED TRANSFORMER / UTILITY SEE ARCH
PLANS
EXISTING TRANSFORMER AND
GENERATOR
SEE ELEC. ENG.
PLANS
9
12
WALK-OFF GRATE
SEE CIVIL ENG.
PLANS
11
POOL LIFT SEE POOL
CONTR. PLANS
CONSTRUCTION REFERENCE LEGEND
DETAILITEMDESCRIPTION
13
14
FLOOR DRAIN/PLANTER DRAIN SEE MEP. PLANS
BUILDING OVERHANG SEE ARCH
PLANS
BUILDING COLUMN SEE ARCH
PLANS
RESTROOMS SEE ARCH
PLANS
15 OUTDOOR SHOWER SEE ARCH
PLANS
SEE CIVIL
PLANS
16 RELOCATED FedEx DROP-BOX -
17 BOLLARD - REMOVABLE SEE CIVIL
PLANS
18 EXISTING WALL AND OVERHANG PROTECT IN
PLACE L1.03
CONSTRUCTION
PLAN -
GROUND LEVEL
2
WATER METER IN FLUSH VAULT; REFER
TO CIVIL FOR MORE INFORMATION
SA-14 BOULDER - REFER TO BOULDER TABLE
VINE CABLE SYSTEMSA-12
PREFAB PLANTERSA-13
DETAIL S
SHEET L1.51
DETAIL S
SHEET L1.57
DETAILS H, K, L
SHEET L3.51
SITE AMENITIES LEGEND - CONTINUED
P-6B
P-6A
P-6B
P-6A
5'-0"
MIN.
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L1.00 FOR MASTER
CONSTRUCTION SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
ROOF DECK
SCALE: 1" = 10'-0"
E. SANTA CLARA STREET
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PA
PA
PA
PA
PA PA
PA
PA
POOL SPA
PA
PA
PA PA
PA
PA
PA PA
F-4
W-6
P-7
P-3.2
P-2.2
W-9
P-3.2
P-2.2
SA-2
W-3
F-4
TYP.
14
W-3
P-2.2
SA-3
SA-4
SA-5
W-3
W-4
SA-6
P-9
SA-10 TYP.
F-5
INT. COLOR W/BROOM FINISH
PER CITY MASTER PLAN
PER CITY
STANDARD
PAVING LEGEND
DETAILITEMDESCRIPTION
P-4.1
P-1
P-3.1
P-3.2
P-4.2
P-2.1
P-2.2
P-8
P-9
P-10
P-11
INT. COLOR W/ BROOM FINISH
PER CITY MASTER PLAN
P-5
P-6A
P-7
DECORATIVE GRAVEL
CONCRETE STEPS: NAT. GRAY W/ TC 5
AND HANDRAIL: BLACK
SYNTHETIC TURF
INT. COLOR W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/TOP CAST 5
(ON GRADE)
NAT. GRAY W/BROOM FINISH
NAT. GRAY W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 5
(ON STRUCTURE)
INT. COLOR W/TOP CAST 25
(ON GRADE)
INT. COLOR W/TOP CAST 5
(VEHICULAR RATED)
DETAILITEMDESCRIPTION
DETAILDESCRIPTION
WALL LEGEND
FENCE LEGEND
F-1
F-2
W-3
W-4
W-5
POOL ENCLOSURE FENCE - METAL
POOL ENCLOSURE FENCE - GLASS
ENTERTAINMENT WALL
SPA FEATURE WALL - PIP CONC W/ BF FINISH
HEIGHT: 90" MAX
F-3
F-4
W-2
W-1
LOW WALL AT RAMP
W-6
POOL ENCLOSURE FENCE - METAL
TOP MOUNTED AT CMU WALL
UTILITY AREA FENCE - METAL
F-5
DESCRIPTION
GATE LEGEND
G-1 UTILITY AREA GATE
DETAIL
ITEM
ITEM
G-2 POOL ENCLOSURE GATE - GLASS
DESCRIPTION
SITE AMENITIES LEGEND
DETAILITEM
SA-1 GRILL COUNTER A
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-2 GRILL COUNTER B
PIP BOARDFORM CONCRETE W/ (1) GRILL
SA-3 GRILL COUNTER C
PLASTER FINISH W/ (1) GRILL
FIRE PIT - RECTANGULAR
BIKE RACK
SA-14
OVERHEAD TRELLIS B
CUSTOM
SA-6 FESTOON LIGHTING / SUPPORT POLES
BOULDER - REFER TO BOULDER TABLE
SA-9
LIGHTED BOLLARD
VINE CABLE SYSTEM
SA-11
SA-5
SA-4
WOOD-WRAPPED BENCH
SA-8
SA-12
SA-7
DETAIL K
SHEET L1.56
DETAIL K
SHEET L1.56
DETAIL J
SHEET L1.55
DETAIL G
SHEET L1.53
DETAIL N
SHEET L1.53
P-12 CONCRETE RAMP
PEDESTAL PAVERS
P-13 DECOMPOSED GRANITE
OVERHEAD HEATERSA-10
PATIO WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
W-7
G-3 GATE AT PATIO DETAIL Q
SHEET L1.53
GRILL COUNTER D
PLASTER FINISH W/ (1) GRILL
DETAIL R
SHEET L1.55
W-8
W-9
W-10
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 48" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 24" MAX
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 36" MAX
PRIVACY FENCE AT PATIO - METALF-6
PREFAB PLANTERSA-13
PER CITY
STANDARD
DETAIL B, C
SHEET L1.51
DETAIL B, C
SHEET L1.51
DETAIL M
SHEET L1.51
DETAIL N
SHEET L1.51
DETAIL O
SHEET L1.51
DETAIL G, H
SHEET L1.51
FENCE AT LIVE/WORK PATIO - METAL
G-4 GATE AT LIVE/WORK PATIO
DETAIL D, L
SHEET L1.54
DETAIL I
SHEET L1.54
DETAIL Q
SHEET L1.51
DETAIL S
SHEET L1.51
DETAIL S
SHEET L1.57
DETAIL B
SHEET L1.54
DETAILS H, K, L
SHEET L3.51
DETAIL J
SHEET L1.56
DETAIL T
SHEET L1.53
DETAIL N
SHEET L1.53
DETAIL E
SHEET L1.53
DETAIL C
SHEET L1.53
DETAIL B, F, H
SHEET L1.53
DETAIL R
SHEET L1.53
DETAIL S
SHEET L1.53
DETAIL I
SHEET L1.57
BANQUETTE SEATING
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 30" MAX
G-5 GATE FOR MAINTENANCE ACCESS DETAIL H
SHEET L1.52
PLANTER WALL - CMU W/ PLASTER FINISH
HEIGHT: 42" MAX
DETAIL K
SHEET L1.57
INT. COLOR W/TOP CAST 25
(ON STRUCTURE)
DETAIL B, C, D
SHEET L1.51
DETAIL A, C, D
SHEET L1.51
DETAIL R
SHEET L1.51
DETAIL B, D
SHEET L1.52
DETAIL P
SHEET L1.53
DETAIL A, I, J
SHEET L1.52
DETAIL A, E
SHEET L1.52
DETAIL A, J/SIM.
SHEET L1.52
DETAIL K
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, I, J
SHEET L1.52
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, D, I
SHEET L1.51
DETAIL A, C, I
SHEET L1.51
DETAIL T
SHEET L1.51
PER CITY
STANDARD
P-14 TILE AT OUTDOOR SHOWER -
INT. COLOR W/ TOPCAST 5 AND
ETCHING PATTERN PER MASTER PLAN
PER CITY
STANDARDP-6B
9
G-2
P-2.2
SA-10
SA-3
PA
PA
PA
PA
PA
SA-13
F
L1.41
P
L1.41
L1.41
O
L1.41
G H
L1.41
W-6
W-6
W-3
SA-1
W-2
G-2
W-5
P-10
W-4
PA
B
B
B
C
C
C C
CC
P-9
W-1
W-4
W-8W-1
W-1
W-4
F-6
W-8 PA
G-3
W-10
15
P-2.2
G-2
F-3
W-2
W-7
PA
D
E D
E
SA-13 TYP.
SA-13
SA-6
TYP.
(G)
(F)
SA-13
CURB AND GUTTER
STORM DRAIN INLET
CURB RAMP
1
2
3
4
5
6
7
8
10
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
SEE CIVIL ENG.
PLANS
MANHOLE SEE CIVIL ENG.
PLANS
FIRE HYDRANT SEE CIVIL ENG.
PLANS
ASPHALT PAVING
PROPOSED TRANSFORMER / UTILITY SEE ARCH
PLANS
EXISTING TRANSFORMER AND
GENERATOR
SEE ELEC. ENG.
PLANS
9
12
WALK-OFF GRATE
SEE CIVIL ENG.
PLANS
11
POOL LIFT SEE POOL
CONTR. PLANS
CONSTRUCTION REFERENCE LEGEND
DETAILITEMDESCRIPTION
13
14
FLOOR DRAIN/PLANTER DRAIN SEE MEP. PLANS
BUILDING OVERHANG SEE ARCH
PLANS
BUILDING COLUMN SEE ARCH
PLANS
RESTROOMS SEE ARCH
PLANS
15 OUTDOOR SHOWER SEE ARCH
PLANS
SEE CIVIL
PLANS
16 RELOCATED FedEx DROP-BOX -
17 BOLLARD - REMOVABLE SEE CIVIL
PLANS
18 EXISTING WALL AND OVERHANG PROTECT IN
PLACE
PA
G-5
W-4
TYP.
G-3
F-6
(3'-0" HT.)
TYP.
9
11 TYP.
12
11
11
12
F-6
G-3
TYP.
(3'-0" HT.)
P-4.2
G-3
F-6
11 TYP.
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
PA
W-6
(FACE MOUNTED)
(7'-0" HT.)
(7'-0" HT.)
F-5P4.2
SA-9
(TOP MOUNTED)
(TOP MOUNTED)
F-5
W-7
(TOP MOUNTED)
(7'-6" HT.)
W-2
F-4
SA-11
W-4
W-4
G-3
W-4
P-10 G-2(7'-0" HT.)
SA-14
F-5(TOP-MOUNTED)
F-5
W-6
(7'-0" HT.)
THIS WALL IS AT A HEIGHT
OF 42" FROM FINISH
SURFACE OF PEDESTAL
DECK, 54" FROM FINISH
SURFACE OF POOL DECK
N
L1.41
TYP.
TYP.
TYP.
TYP.
TYP.
(3'-0" HT.)
TYP.
TYP.
TYP.
(3'-0" HT.)
TYP.
TYP.
(TOP MOUNTED)
(TOP MOUNTED)
TYP.
WALL-MOUNTED DRINKING
FOUNTAIN; REFER TO ARCH/MEP
FOR MORE INFORMATION AND
COORDINATION
(FACE MOUNTED)
SA-6
W-2
PORTION OF WALL FROM SHOWER
TO CORNER TO BE TILED; REFER
TO ARCH/ID FOR MORE
INFORMATION AND COORDINATION
P-14
REFER TO ARCHITECT FOR
RAMP AND STRUCTURAL
INFORMATION.
L1.04
CONSTRUCTION
PLAN -
PODIUM AND
ROOF LEVEL
BD
E
DE
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L1.00 FOR MASTER
CONSTRUCTION SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
E. SANTA CLARA STREET
PROPERTY LINE
POOL SPA
SYMBOL DESCRIPTION MATERIAL / FINISH
WALL LEGEND
LOW PATIO WALL
HEIGHT: 42" MAX CMU BLOCK W/ PLASTER FINISH
PLANTER WALL
HEIGHT: 30" MAX
PLANTER WALL
HEIGHT: 48" MAX
PLANTER WALL
HEIGHT: 24" MAX
CMU BLOCK W/ PLASTER FINISH
NOTE: ALL WALL HEIGHTS ARE FROM FINISH SURFACE.
SPA FEATURE WALL
HEIGHT: 90" MAX PIP CONCRETE W/ BOARDFORM FINISH
PLANTER WALL
HEIGHT: 36" MAX CMU BLOCK W/ PLASTER FINISH
PLANTER WALL
HEIGHT: 42" MAX CMU BLOCK W/ PLASTER FINISH
W-3
42" FROM FS OF
PEDESTAL DECK
54" FROM FS OF POOL
DECK
CMU BLOCK W/ PLASTER FINISH
CMU BLOCK W/ PLASTER FINISH
PLANTER WALL
HEIGHT: 30" MAX SHOWER TILE - REFER TO ARCHITECTURE
L1.04A
WALL PLAN -
PODIUM LEVEL
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Stairs & Ramp @ Ground Level - East Elevation
1.DINING FURNITURE
2.BOULDER
3.PLANTER WALL
4.CONCRETE PAVING
5.RAMP BEYOND
6.VINE CABLE SYSTEM
7.BUILDING - REFER TO ARCHITECTURE
8.RAMP HANDRAIL - BEYOND
Scale: 1/8" = 1'-0"
36
"
7
4
8
6
1
2
3
5
1.DINING FURNITURE
2.WOOD-WRAPPED BENCH
3.PLANTER WALL
4.BIKE RACK
5.RAMP LANDING
6.PLANTING AREA
7.4" CURB
8.VINE CABLE SYSTEM
9.BUILDING - REFER TO ARCHITECTURE
10.UTILITY AREA FENCE, SEE DETAIL N/L1.53
11.UTILITY AREA GATE, SEE DETAIL N/L1.53
Stairs & Ramp @ Ground Level - North Elevation
9
36
"
Scale: 1/8" = 1'-0"
36
"
1
3
5
7
4
3
2
6
8
11
10
9
6'
-
0
"
1.LOUNGE WITH FIRE PITS
2.OVERHEAD TRELLIS
3.PAVING PER PLAN
4.SYNTHETIC TURF
5.PLANTER WALL
6.GRILL COUNTER
7.BUILDING - REFER TO ARCHITECTURE
8.PIP CONCRETE BANQUETTE SEATING
Small Courtyard @ Podium- North Elevation
Scale: 1/8" = 1'-0"
42
"
36
"
36
"
48
"
5
7
3
4
1
8
3
4
8
5
6
2
77
5
1'-
8
"
Central Courtyard @ Podium- West Elevation
Scale: 1/8" = 1'-0"
1.POOL STRUCTURE PER
CONTRACTOR
2.ENTERTAINMENT WALL
3.LOUNGE WITH FIRE PITS
4.PAVING PER PLAN
5.SYNTHETIC TURF
6.POOL ENCLOSURE FENCE - GLASS
7.POOL ENCLOSURE FENCE - METAL
8.FESTOON LIGHT POST
9.BOLLARD LIGHT
10.PLANTER WALL
11.PEDESTAL PAVER DECK
12.POT PER MANUFACTURER
13.BUILDING - REFER TO
ARCHITECTURE
14.PIP CONCRETE BANQUETTE SEATING
15.RESTROOMS
16.OUTDOOR SHOWER OVERHANG
17.SHOWER TILE -REFER TO
ARCHITECTURE
24
"
24
"30
"
24
"
3
11
10
4
1
12
7
5
9
2
6
8
12
10
314
15
10
13
4
4
16
13
6
17
Central Courtyard @ Podium- East Elevation
1.POOL STRUCTURE PER CONTRACTOR
2.SPA FEATURE WALL
3.LOUNGE WITH FIRE PITS
4.PAVING PER PLAN
5.SYNTHETIC TURF
6.POOL ENCLOSURE FENCE - GLASS
7.POOL ENCLOSURE FENCE - METAL
8.FESTOON LIGHT POST
9.BOLLARD LIGHT
10.PLANTER WALL
11.PEDESTAL PAVER DECK
12.BUILDING - REFER TO ARCHITECTURE
13.SPA HANDRAIL
Scale: 1/8" = 1'-0"
POOL HOURS
24
"
42
"
24
"
84
"90
"
10
6
8
9
5
10
7
3
6
13
11 6
12
4
12
2
13
10
Central Courtyard @ Podium- North Elevation
Scale: 1/8" = 1'-0"
POOL HOURS POOL HOURS
1.ENTERTAINMENT WALL
2.LOUNGE WITH FIRE PITS
3.GRILL COUNTER
4.PAVING PER PLAN
5.POOL ENCLOSURE FENCE - GLASS
6.POOL ENCLOSURE FENCE - METAL
7.PALM TREES BEYOND
8.FESTOON LIGHT POST
9.PLANTER WALL
10.RESTROOMS
11.PRIVATE PATIO
12.BUILDING - REFER TO ARCHITECTURE
24
"
42
"
84
"90
"
30
"
42
"
1
9
4
5
10
7
8
2
5
3
3
6
9
11 1112
9
9
Ramp @ Podium - Deck Area
Scale: 1/4" = 1'-0"
1.PAVING PER PLAN
2.POOL ENCLOSURE FENCE - METAL
3.POOL ENCLOSURE FENCE - GLASS
4.PLANTER WALL
5.PEDESTAL PAVER DECK
6.POT PER MANUFACTURER
7.LOW WALL AT RAMP
8.RAMP
9.BUILDING - REFER TO ARCHITECTURE
24
"
5
4
8
7
1
6
4
2
9
3
Central Courtyard @ Podium- North Elevation
Scale: 1/8" = 1'-0"
POOL HOURS
1.MAINTENANCE ACCESS GATE - METAL
2.POOL ENCLOSURE FENCE - METAL
3.POOL ENCLOSURE GATE - GLASS
4.POOL ENCLOSURE FENCE - GLASS
5.PAVING PER PLAN
6.PALM TREES
7.PLANTER WALL
8.POT PER MANUFACTURER
9.BUILDING - REFER TO ARCHITECTURE
7
5
8
4
6
4
3
2
1
2
7
24
"30
"
90
"
9 9
DETAIL OMITTED
L1.41
CONSTRUCTION
ELEVATIONS
AL
E
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91
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6
MI
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HO
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J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
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B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
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S
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E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Concrete Paving, Typ. (on Structure)
Scale: 3"=1'-0"
1.CONCRETE PAVING, REFER TO
CONSTRUCTION LEGEND FOR COLOR AND
FINISH
2.WATERPROOFING PER ARCHITECTURAL
DRAWINGS
3.STRUCTURAL SLAB - REFER TO
ARCHITECTURAL DRAWINGS
NOTES:
A.PROVIDE 1-1/2" POUNDS FIBERMESH PER
CUBIC YARD OF CONCRETE FOR ON
STRUCTURE CONDITIONS
B.SEE CONSTRUCTION PLANS FOR LOCATION
OF JOINTS
2
5"
M
A
X
-
3
"
M
I
N
.
3
1
Scale: 3" = 1'-0"
12"12"
EQ
.
EQ
.
7
Doweled Expansion Joint, Typ. (On Grade)
1.CONCRETE PAVING
2.#4 REBAR DOWEL, AT 24" O.C., MID-DEPTH OF SLAB
3.5/8" X 12" "SPEED DOWEL" SLIP DOWEL SLEEVE, SET
WITHIN FIRST CAT-IN-PLACE CONCRETE POUR
4.STEEL REINFORCEMENT PER STRUCTURAL ENGINEER
5.1/8" TOOLED RADIUS, TYP.
6.1/4" FOAM EXPANSION JOINT WITH TEAR AWAY CAP
AND APPROVED MASTIC SEALANT WITH CLEAN SILICA
SAND TO MATCH CONCRETE. SEALANT TO BE
RECESSED 1/8" FROM FINISH SURFACE
7.COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
NOTES:
A.REFER TO CONSTRUCTION PLAN FOR DOWELED
EXPANSION JOINT LOCATIONS
B.CONTRACTOR SHALL SUBMIT A SAMPLE OF SEALANT
AND SAND TO LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO CONSTRUCTION
C.NO ZIP STRIP JOINT CAPS ALLOWED
5
6
2
1
3
4
Scale: 3" = 1'-0"
1.VERTICAL SURFACE (ARCHITECTURE,
PLANTER, WALL, COLUMN, ETC.) WITH
SCREED DETAIL PER ARCHITECTURAL
PLANS
2.14" FOAM FILLER WITH JOINT CAP AND
MASTIC SEALANT WITH CLEAN SILICA
SAND
3.CONCRETE PAVING - PER PLAN
NOTE:
A.REFER TO CONSTRUCTION PLAN FOR
EXPANSION JOINT LOCATIONS
B.CONTRACTOR SHALL SUBMIT A SAMPLE
OF SEALANT AND SAND TO LANDSCAPE
ARCHITECT FOR APPROVAL PRIOR TO
CONSTRUCTION
C.NO ZIP STRIP JOINT CAPS ALLOWED
D.THIS DETAIL APPLIES TO ALL AREAS
WITH CONCRETE FLATWORK TO
VERTICAL SURFACE CONNECTIONS
2
3
1
R1
8"
Expansion Joint at Vertical Surface, Typ. (On Grade)
DEPTH SHALL EQUAL 1/4 THE
THICKNESS OF THE SLAB
Sawcut Joint,TYP.
Scale: 3"=1'-0"
2 1
DEPTH SHALL EQUAL 1/4 THE
THICKNESS OF THE SLAB
1.CONCRETE PAVING
2.3/16" WIDE SAWCUT JOINT
3.STRUCTURAL SLAB -REFER TO ARCHITECTURAL DRAWINGS
4.COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
NOTES:
A.REFER TO CONSTRUCTION PLAN
FOR JOINT LOCATIONS
B.SCORE JOINTS SHALL OCCUR AT A
MINIMUM OF 5'-0" O.C.
2 1
On Structure
3
On Grade
4
Scale: 3" = 1'-0"
1.CONCRETE PAVING
2.38"" RADIUS AT EDGE OF WALK
3.FINISH GRADE:
- 12" BELOW F.S. FOR TURF AREAS
- 1 12"" BELOW F.S. FOR SHRUB AREAS
4.REINFORCEMENT PER CIVIL ENGINEER
5.COMPACTED SUBGRADE PER GEOTECH
REPORT
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR ALL COLOR AND FINISH
B.SEE CONSTRUCTION PLAN FOR JOINT
LOCATIONS
3"
CLR.PE
R
C
I
V
I
L
E
N
G
.
4 1
3
2
Concrete Paving, Typ. (On Grade)
5
Handrail at Concrete Steps
Scale: 3/4"=1'-0"
1.1 1/2" DIAMETER 14 GAUGE TUBE STEEL;
SOLID ENDS
2.1 1/2" WD. X 3/4" THK. FLAT BAR 14
GAUGE TUBE STEEL POST
3.STAIRS PER PLAN - SEE DETAIL H/L1.51
4.CORE DRILL 4" DIAMETER HOLE AND
SET HANDRAIL POST WITH POR-ROK
5.ADJACENT PAVING PER PLAN
6.ADJACENT PLANTER WALL
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.REFER TO STRUCTURAL DRAWINGS
FOR EMBEDMENT DEPTH OF POSTS.
34
"
-
3
8
"
T
Y
P
.
2
4
3
12" MIN.
PER PLAN
(1) TREAD DEPTH
+12 " MIN.
34
"
-
3
8
"
(
T
Y
P
)
.
Rail Section at Post
1'
-
0
"
6
"M
I
N
.
EQ.EQ.
5
1
1
/
2
"
1
2
1
REFER TO CORRESPONDING
STRUCTURAL DETAIL 17/S6.01
FOR STRUCTURAL INFORMATION.
1 1/2"
6
6
5
7548
10
1
2"
1.CONCRETE STAIR
2.REBAR SIZE AND SPACING PER STRUCTURAL
3.#3 REBAR @ NOSING, TYPICAL.
4.1/2" DIA. x 16" DOWEL. SLEEVE SIDE AT
SECOND CONCRETE PLACEMENT.
5.DOWELED EXPANSION JOINT; SEE DETAIL J,
THIS SHEET
6.1" BATTER, TYPICAL EACH RISER.
7.PAVING PER PLAN. NOSING, SEE
ENLARGEMENT ABOVE.
8.SUBGRADE COMPACTION AND MOISTURE
CONTENT PER GEOTECHNICAL REPORT.
9.1/2" RADIUS, TYPICAL.
10.FOUR 1/8" WIDE x 1/4" DEEP SCORE LINES.
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND
FOR MATERIALS, COLORS AND FINISHES.
Concrete Stair
Scale: 1" = 1'-0"
1'-0"
PER
STRUCTURAL
SEE PLAN
11" MIN.
4"
M
I
N
.
-
7"
M
A
X
.
2"
2"
2"
9
3
7 4
8
2
1 6
REFER TO CORRESPONDING
STRUCTURAL DETAIL 8/S0.11 FOR
STRUCTURAL INFORMATION.
Synthetic Turf at Concrete
Scale: 3"=1'-0"
3"
M
I
N
Slope to Drain
1/
2
"
1.ADJACENT CONCRETE PAVING PER PLAN
2.SYNTHETIC TURF PER PLAN. INSTALL PER
MANUFACTURER INSTRUCTIONS.
3.SYNTHETIC (PLASTIC) WOOD NAILER
4.16 D NAILS AT 3"-6" O.C.
5.12" S.S. LAG BOLD AT 36" O.C.(PRE DRILL
CONCRETE)
6.EASY TURF PLAY PAD +/- 2 12" THICK
7.SLURRY SLAB SLOPED TO DRAIN
8.WATERPROOFING AND DRAIN MAT PER
ARCHITECT
9.TOPPING SLAB PER ARCHITECT
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.SLOPE SLAB AS NECESSARY FOR
POSITIVE DRAINAGE
4
1
9
3
5
8
2
6
7
Slope to Drain
Concrete Accessible Ramp - Elevation
Scale: 3/8" = 1'-0"
RAMP LENGTH PER
PLAN (30'-0" MAX.)
8"
M
I
N
.
EMBED ENLARGEMENT
4" MIN.
SEE EMBEDMENT
ENLARGEMENT
4'-2" O.C. TYP.
RAMP SLOPE PER PLAN
(1:12 SLOPE MAX)
LANDING PER PLAN
(5'-0" MIN.)LANDING PER PLAN
(5'-0" MIN.)
12"
MIN.
POST NOTES:
EMBED MINIMUM 8" IN CONCRETE RAMP.
SECURE WITH POR-ROK OR APPROVED EQUAL
TO 1/2" BELOW FINISH SURFACE, APPLY 1/2"
BEAD OF 'GUN GRADE' POLYMER SEALANT BY
PECORA OR APPROVED EQUAL TO TOP OF
POR-ROK BACKFILL. SEALANT COLOR TO MATCH
ADJACENT CONCRETE. INSTALL POSTS AS
SHOWN BELOW.
5
5
2
1
1.1 1/2" DIAMETER 14 GAUGE TUBE STEEL
HANDRAIL; SOLID ENDS
2.1 1/2" WD. X 3/4" THK. FLAT BAR 14 GAUGE
TUBE STEEL POST
3.CONCRETE CURB
4.CONCRETE RAMP
5.ADJACENT FINISH SURFACE PER PLAN
6.ADJACENT STAIR AND PLANTER WALL -
BEYOND
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND
FOR MATERIALS, COLORS AND FINISHES.
B.SEE PLAN FOR RAMP LOCATIONS, LAYOUT,
AND LENGTHS
C.SEE CIVIL DRAWINGS FOR SPOT ELEVATIONS.
D.RAMP CONSTRUCTION SHALL FULLY COMPLY
WITH THE FEDERAL DEPARTMENT OF JUSTICE
ADA STANDARDS FOR ACCESSIBLE DESIGN.
E.REBAR SIZE AND SPACING PER STRUCTURAL
DRAWINGS.
4
2
12"
MIN.
SEE PLAN FOR LOCATIONS - 30'-0" MAX
REFER TO CORRESPONDING
STRUCTURAL DETAIL 17/S6.01
FOR STRUCTURAL INFORMATION.
3
6
4
(BEYOND)
6(BEYOND)
6"
TYP.
R1
4"
3
3
34
"
(
M
I
N
.
)
-
38
"
(
M
A
X
.
)
1.PEDESTAL PAVER
2.PEDESTAL SUPPORT
3.TRAY SYSTEM
4.OPEN JOINT
5.VERTICAL SURFACE (WALL, COLUMN, ETC.)
6.WATERPROOFING AND STRUCTURAL SLAB PER ARCHITECTURAL
DRAWINGS
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR MATERIAL,
COLOR, FINISH, AND MANUFACTURER
B.INSTALL PER MANUFACTURER'S INSTRUCTIONS
C.PATTERN PER CONSTRUCTION PLAN
D.14" MAXIMUM VERTICAL OFFSET BETWEEN ADJACENT PAVERS
Scale: 1 1/2" = 1'-0"
18
"
M
A
X
.
Pavers on Pedestal Support with Tray
1/8" MAX GAP
4
1
25
6
3
Decorative Gravel
Scale: 1 1/2" = 1'-0"
1.DECORATIVE GRAVEL PAVING PER PLAN, 3" DEPTH
2.SURFACE OF COMPACTED SUB-GRADE SHALL SLOPE TO DRAIN
3.ADJACENT WALL
4.COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT
5.ADJACENT CONCRETE PAVING PER PLAN
6.FILTER FABRIC
NOTES:
A. REFER TO MASTER CONSTRUCTION LEGEND FOR
GRAVEL SPEC. & SIZE INFORMATION.
B.PROVIDE GRAVEL SAMPLE FOR REVIEW & APPROVAL BY
OWNER & LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
1
2
4
1/2" (TYP.)
1
25
Decorative Gravel @ Concrete Decorative Gravel @ Planter Wall
3
6 6
1.VERTICAL ELEMENT (ARCHITECTURE, WALL,
COLUMN, ETC.)
2.14" TOOLED RADIUS - TYP.
3.38" FELT EXPANSION JOINT AND APPROVED
MASTIC SEALANT, SANDED TO MATCH
ADJACENT PAVING
4.ADJACENT PAVING PER PLAN
5.PODIUM STRUCTURE PER ARCHITECT
6.WATERPROOFING PER ARCHITECTURAL
DRAWINGS
NOTE:
A.CONTRACTOR SHALL SUBMIT A SAMPLE OF
SEALANT TO OWNER FOR APPROVAL PRIOR TO
CONSTRUCTION
B.FOR RADIUS OR IRREGULAR JOINT LAYOUT -
USE 38" THICK FOAM JOINT WITH TEAR AWAY
CAP
Scale: 3"=1'-0"
Paving Interface at Vertical Surface (On Structure)
4
3
2
5
1
6
Scale: 1"=1'-0"
Boulder Placement at Paving Edge
2/
3
1/
3
1
2
1.BOULDER PER PLAN
2.EXPANSION JOINT WITH SANDED MASTIC
3.PAVING PER PLAN
4.COMPACTED SUBGRADE PER
GEOTECHNICAL REPORT
NOTE:
A.BOULDERS ARE TO BE FIELD SELECTED BY
LANDSCAPE ARCHITECT.
B.LANDSCAPE ARCHITECT TO DIRECT FINAL
BOULDER PLACEMENT ON SITE.
4
3
1.3" THICK LAYER OF STABILIZED DECOMPOSED
GRANITE PAVING, INSTALL IN (2) LIFTS
2.STEEL LANDSCAPE EDGING
3.MIRAFI FILTER FABRIC
4.STAKES INSTALLATION AND SPACING PER
MANUFACTURERS INSTRUCTIONS
5.ADJACENT PAVING
6.ADJACENT PLANTING
7.COMPACTED SUBGRADE PER GEOTECHINCAL
REPORT
NOTES
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
ADDITIONAL INFORMATION.
1
1/4"
2
2"
3
4
7
56
1/4"
Scale: 1 1/2"-1'-0"
Decomposed Granite (on Grade)
Scale: NTS
Bike Rack
1.CONCRETE PAVING ON GRADE
2.CONCRETE PAVING ON PODIUM
3.EXPANSION JOINT FILLER AND SEALANT, TYP. PER SPECIFICATIONS
4.58" x 12" 'SPEED DOWEL' SLIP DOWEL SLEEVE,
SET WITHIN FIRST C.I.P. CONCRETE POUR
5.#4 DOWEL, SET 24" O.C. MID-DEPTH OF SLABS
6.GRADED COMPACTED AGGREGATE SUB-BASE, PER SPECIFICATIONS,
AS APPLICABLE
7.COMPACTED OR NATIVE UNDISTURBED SUB-GRADE, TYP.
8.STRUCTURAL SLAB
9.WATERPROOFING PER ARCHITECTURAL DRAWINGS
NOTES:
A.REFER TO CIVIL AND/OR PLUMBING DRAWINGS FOR DRAINAGE CONNECTIONS.
B.REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR AND FINISH
C.ALL CONCRETE EDGES TO HAVE TOOLED RADIUS
D.ALL GRADES PER GRADING PLAN
4
2
3
9
8
5
1
12"
F L U S
H Slope to Drain
6
Scale: 3" = 1'-0"
Grade to Structure Concrete Paving Interface
7
Doweled Cold Joint,Typ. (On Structure)
Scale: 3"=1'-0"
1.CONCRETE PAVING
2.3/16" SAWCUT JOINT
3.#4 DOWEL, SET 24" O.C., MID-DEPTH OF SLAB
4.STEEL REINFORCEMENT PER STRUCTURAL
ENGINEER, SET MID-DEPTH OF SLAB
5.5/8" X 12" "SPEED DOWEL" SLIP DOWEL SLEEVE
SET WITHIN FIRST CAST-IN-PLACE CONCRETE
POUR
6.WATERPROOFING PER ARCHITECTURAL
DRAWINGS
7.STRUCTURAL SLAB PER ARCHITECTURAL
DRAWINGS
NOTES:
A.REFER TO CONSTRUCTION PLAN FOR JOINT
LOCATIONS
B.SCORE JOINTS SHALL OCCUR AT A MINIMUM
OF 5'-0" O.C.
2 1 4
EQ
.
EQ
.
FIRST POUR
3
6
7
5
12"12"
Doweled Cold Joint,Typ. (On Grade)
Scale: 3"=1'-0"
1.CONCRETE PAVING
2.3/16" SAWCUT JOINT
3.#4 DOWEL, SET 24" O.C., MID-DEPTH OF SLAB
4.STEEL REINFORCEMENT PER STRUCTURAL
ENGINEER, SET MID-DEPTH OF SLAB
5.5/8" X 12" "SPEED DOWEL" SLIP DOWEL SLEEVE SET
WITHIN FIRST CAST-IN-PLACE CONCRETE POUR
6.COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
NOTES:
A.REFER TO CONSTRUCTION PLAN FOR JOINT
LOCATIONS
B.SCORE JOINTS SHALL OCCUR AT A MINIMUM
OF 5'-0" O.C.
2 1 4
EQ
.
EQ
.
3
6
5
FIRST POUR
12"12"
Scale: 3" = 1'-0"
12"12"
EQ
.
EQ
.
5
7
6
2
1
1.CONCRETE PAVING
2.#4 REBAR DOWEL, AT 24" O.C., MID-DEPTH OF SLAB
3.5/8" X 12" "SPEED DOWEL" SLIP DOWEL SLEEVE, SET
WITHIN FIRST CAT-IN-PLACE CONCRETE POUR
4.STEEL REINFORCEMENT PER STRUCTURAL ENGINEER
5.1/8" TOOLED RADIUS, TYP.
6.1/4" FOAM EXPANSION JOINT WITH TEAR AWAY CAP AND
APPROVED MASTIC SEALANT WITH CLEAN SILICA SAND
TO MATCH CONCRETE. SEALANT TO BE RECESSED 1/8"
FROM FINISH SURFACE
7.WATERPROOFING PER ARCHITECTURAL DRAWINGS
8.STRUCTURAL SLAB PER ARCHITECTURAL DRAWINGS
NOTES:
A.REFER TO CONSTRUCTION PLAN FOR DOWELED
EXPANSION JOINT LOCATIONS
B.CONTRACTOR SHALL SUBMIT A SAMPLE OF SEALANT
AND SAND TO LANDSCAPE ARCHITECT FOR APPROVAL
PRIOR TO CONSTRUCTION
C.NO ZIP STRIP JOINT CAPS ALLOWED
Doweled Expansion Joint, Typ. (On Structure)
8
3
4
L1.51
CONSTRUCTION
DETAILS
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
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T
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A
R
A
ST
R
E
E
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AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Scale: 3/4"=1'-0"
CMU Block with Plaster Finish Wall, Typical
1.CMU BLOCK WALL WITH PLASTER FINISH
2.3/16" RADIUS
3.WEEP SCREED
4.EXPANSION JOINT
5.STRUCTURAL SLAB PER ARCHITECTURAL DRAWINGS
6.WATERPROOFING PER ARCHITECTURAL DRAWINGS
7.TOPPING SLAB IN PLANTER WALL CONDITION -
SLOPE TO DRAINS @ 2% MIN.
8.EXTRUDED ALUMINUM TERMINATION BAR IN
PLANTER WALL CONDITION
9.RECESSED WALL LIGHT, WHERE OCCURS, REFER TO
ELECTRICAL PLANS FOR LOCATIONS AND MODEL
10.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
Elevation
Section
VA
R
I
E
S
P
E
R
P
L
A
N
(
5
4
"
M
A
X
.
)
2
1
1
9
18
"
T
Y
P
.
3
1"
9
3
10
10
Scale: 3/4"=1'-0"
Poured in Place Vertical Boardform Wall, Typical
Elevation
Section
8
RE
F
E
R
T
O
E
L
E
C
T
R
I
C
A
L
9
4
5
8
6
7
1.POURED IN PLACE CONCRETE BOARDFORM WALL;
PATTERN TO RUN VERTICAL, MATCH ARCHITECT
2.3/16" RADIUS
3.EXPANSION JOINT
4.STRUCTURAL SLAB PER ARCHITECTURAL DRAWINGS
5.WATERPROOFING PER ARCHITECTURAL DRAWINGS
6.TOPPING SLAB IN PLANTER WALL CONDITION -
SLOPE TO DRAINS @ 2% MIN.
7.EXTRUDED ALUMINUM TERMINATION BAR IN
PLANTER WALL CONDITION
8.RECESSED WALL LIGHT, WHERE OCCURS, REFER TO
ELECTRICAL PLANS FOR LOCATIONS AND MODEL
9.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
2
1
3
9
7
5
6
4
VA
R
I
E
S
P
E
R
P
L
A
N
(
9
0
"
M
A
X
.
)
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S.022 FOR
STRUCTURAL INFORMATION.
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S0.22 FOR
STRUCTURAL INFORMATION.
8
1
1.RAISED PLANTER WALL, SEE PLAN
FOR TYPES
2.WATERPROOFING IN PLANTER
PER ARCHITECT'S PLANS
3.TERMINATION BAR
4.COVER MULCH, PER PLANTING
SPECIFICATIONS AND NOTES
Termination Bar
Scale: 1 1/2" = 1'-0"
2"
3
4
2
1
Spa Feature Wall
Scale: 1" = 1'-0"
3
5
6
2
1.POURED IN PLACE CONCRETE
BOARDFORM WALL - SEE DETAIL
B/L1.52
2.SPA COPING - SEE DETAIL C/L1.52
3.WATERLINE TILE, SEE SPA/POOL
DRAWINGS
4.WATERLINE IN SPA
5.SPA PLASTER FINISH, SEE SPA/POOL
DRAWINGS
6.SPA BASIN, SEE SPA/POOL
DRAWINGS
7.STRUCTURAL SLAB AND
WATERPROOFING PER ARCHITECT
8.ON-STRUCTURE SOIL MIX
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS
AND FINISHES.
B.BOARDFORM LINER TO BE APPLIED
ON ALL SIDES, MATCH ARCHITECT.
C.REFER TO WALL PLAN FOR LOCATION
AND DIMENSIONS.
D.REFER TO STRUCTURAL DRAWINGS
FOR REINFORCEMENT AND
CONNECTIONS TO STRUCTURAL
DECK.
E.REFER TO ARCHITECTURAL
DRAWINGS FOR STRUCTURAL SLAB
AND WATERPROOFING.
1
7
8
12"
4
REFER TO CORRESPONDING
STRUCTURAL DETAIL 1/S3.51 FOR
STRUCTURAL INFORMATION
Concrete Sloped Walk
Scale: 3/4" = 1'-0"
1.CMU PLANTER WALL WITH PLASTER FINISH
2.CMU FREE-STANDING WALL WITH PLASTER FINISH
3.CONCRETE SLOPED WALK, 1.5% MAXIMUM CROSS SLOPE
4.EXPANSION JOINT
5.STRUCTURAL SLAB PER ARCHITECTURAL DRAWINGS
6.WATERPROOFING PER ARCHITECTURAL DRAWINGS
7.RECESSED WALL LIGHT PER ELECTRICAL DRAWINGS
8.ADJACENT PAVING PER PLAN
9.GLASS POOL ENCLOSURE FENCE
10.GEOFOAM, PER STRUCTURAL DRAWINGS
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR MATERIALS,
COLORS AND FINISHES
B.STRUCTURAL SLAB PER ARCHITECTURAL DRAWINGS.
C.LIGHTING FIXTURE LOCATIONS PER LIGHTING PLAN.
D.REBAR SIZE AND SPACING PER STRUCTURAL DRAWINGS.
REFER TO CORRESPONDING
STRUCTURAL DETAIL 20/S6.01 FOR
STRUCTURAL INFORMATION
VA
R
I
E
S
P
E
R
P
L
A
N
S
(4
2
"
M
I
N
.
/
5
4
"
M
A
X
.
)
1'-
6
"
T
Y
P
.
2'
-
0
"
1
3
4
2
8
6 5
9
10
7
Pool and Spa Coping
1.CAST IN PLACE CONCRETE COPING
2.ADJACENT CONCRETE PAVING
3.WATERLINE
4.WATERLINE TILE
5.WHITE PLASTER
6.BONDBEAM PER POOL CONTRACTOR
7.SOLID GROUT SETTING BED
8.WATERPROOF MASTIC SEALANT, TO MATCH POOL
DECK AND BE DRESS WITH SILICA SAND FINISH
9.STRUCTURAL SUPPORT AT POOL DEPRESSION - SEE
STRUCTURAL DRAWINGS
10.STRUCTURAL SLAB - SEE STRUCTURAL DRAWINGS
11.WATERPROOFING MEMBRANE PER ARCHITECTS
PLANS
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
B.POOL AND SPA PER POOL CONTRACTOR
Scale: 1 1/2" = 1'-0"
2% SLOPE
4
1'-0"
112"
2 12" MAX.
5
6
3
9
2
7
1
8
3
8"
10
11
REFER TO CORRESPONDING
STRUCTURAL DETAIL 1/S3.51 FOR
STRUCTURAL INFORMATION.
Scale: 3/4"=1'-0"
CMU Block w/ Plaster Finish Planter (On Grade)
1.CMU BLOCK WALL
2.PLASTER FINISH
3.WEEP SCREED
4.EXPANSION JOINT
5.CONCRETE FOOTING PER STRUCTURAL DRAWINGS
6.COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
7.IRRIGATION LATERAL PER IRRIGATION DRAWINGS
8.WATERPROOFING PER ARCHITECTURAL DRAWINGS
9.RECESSED LIGHTING PER ELECTRICAL PLANS
10.EXTRUDED ALUMINUM TERMINATION BAR
11.LONGITUDINAL PERFORATED PVC PIPE, PLACED IN
GRAVEL LAYER
12.TOP OF WALL BEYOND
13.ADJACENT PAVING PER PLAN
14.PLANTER SOIL MIX PER PLANTING NOTES
15.MULCH PER PLANTING NOTES
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
B.REFER TO IRRIGATION PLANS FOR LATER LINE
LOCATIONS.
C.REFER TO LIGHTING PLAN FOR LIGHT FIXTURE
LOCATIONS.
D.REFER TO CIVIL ENGINEER'S PLANS FOR DRAINAGE
INFORMATION.
VA
R
I
E
S
;
R
E
F
E
R
T
O
P
L
A
N
;
3
6
"
M
A
X
1'-
6
"
T
Y
P
.
VARIES, PER PLAN
13
4
9
2
3
1
11
7
15
12
8
14
6
10
5
REFER TO CORRESPONDING
STRUCTURAL DETAIL 3/S.022 FOR
STRUCTURAL INFORMATION
1.CMU BLOCK WALL
2.PLASTER FINISH
3.WEEP SCREED
4.EXPANSION JOINT
5.IRRIGATION LATERAL PER IRRIGATION DRAWINGS.
6.TWO STAGE PLANTER DRAIN, DRAINAGE AND DRAIN PENETRATION PER
STRUCTURAL AND PLUMBING DRAWINGS
7.34" WASHED CRUSHED ROCK, WRAPPED IN 140 NC MIRAFI FILTER FABRIC
8.DRAIN CONNECTION, REFER TO PLUMBING DRAWINGS FOR PENETRATION
LOCATION
9.STRUCTURAL SLAB PER ARCHITECTURAL DRAWINGS
10.WATERPROOFING PER ARCHITECTURAL DRAWINGS
11.FACE OF BUILDING WHERE APPLICABLE
12.RECESSED LIGHTING PER ELECTRICAL PLANS
13.TOPPING SLAB IN PLANTER - SLOPE TO DRAINS @ 2% MIN. REFER TO
ARCHITECTURAL DETAILS
14.EXTRUDED ALUMINUM TERMINATION BAR
15.OVERFLOW ATRIUM DRAIN, TOP OF GRATE TO BE 12" BELOW TOP OF WALL
16.LONGITUDINAL PERFORATED PVC PIPE, WRAPPED IN NON-WOVEN GEOTEXTILE
MEMBRANE, PLACED IN GRAVEL LAYER
17.TOP OF WALL BEYOND
18.ADJACENT PAVING PER PLAN
19.PLANTER SOIL MIX PER PLANTING NOTES
20.MULCH PER PLANTING NOTES
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.REFER TO IRRIGATION PLANS FOR LATERAL LINE LOCATIONS.
C.REFER TO LIGHTING PLANS FOR LIGHT FIXTURE LOCATIONS
D.REFER TO CIVIL ENGINEER'S DRAWINGS FOR DRAINAGE INFORMATION.
Scale: 3/4"=1'-0"
CMU Block w/Plaster Finish Planter (On Structure)
1% MIN.
PER PLAN
SLOPE TO DRAIN
VA
R
I
E
S
;
R
E
F
E
R
T
O
P
L
A
N
;
4
8
"
M
A
X
1'-0" TYP.
1'
-
6
"
T
Y
P
.
4" MIN.
4" CLEAR TO SOIL 8" MAX.
18
4
12
5
14
3
2
913
6
11
16
7
8
6 17
19
20
1
10
15
VARIES, PER PLAN
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S.022 FOR
STRUCTURAL INFORMATION
Maintenance Access Gate - Steel
Scale: 3/4" = 1'-0"
1.5/8" X 3" HSS STEEL TOP AND BOTTOM RAIL
2.3/8" X 2" FLATBAR PICKET
3.3" X 3" X1/4" SQ. HSS STEEL POST
4.(3) HEAVY DUTY GATE HINGES
5.STAINLESS STEEL GATE HANDLE AND HARDWARE, WITH SELF CLOSING, SELF LATCHING, LOCKING HARDWARE
6.TOP OF WALL, REFER TO PLAN
7.ADJACENT PLANTER WALL
8.FACE OF BUILDING
9.GLASS POOL ENCLOSURE
10.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR MATERIALS, COLORS AND FINISHES.
B.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR FINAL APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. SHOP DRAWING TO INCLUDE ALL HARDWARE.
C.VERIFY FENCE AND GATE LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IN THE FIELD.
D.ALL WELDS SHALL BE 1/8" FILLET WELDS ALL AROUND AND ARE TO BE GROUND SMOOTH.
E.ALL PARTS SHALL HAVE 1 COAT PRIMER, 2 COATS PAINT - REFER TO MASTER CONSTRUCTION LEGEND FOR COLOR.
F.GATE POSTS SHALL BE SET IN PLACE PRIOR TO TIME OF CONCRETE PAVING CONSTRUCTION - NO CORE DRILLING.
G.REFER TO STRUCTURAL DRAWINGS FOR EMBEDMENT DEPTHS OF POSTS.
H.DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF (5) POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE
REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A
CLOSED POSITION. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION
OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF (12) DEGREES FROM THE LATCH IS (5)
SECONDS.
Elevation
5
4
2
6
3'-0"
4" MAX. TYP
5'-
0
"
2"
43
"
(
3
0
"
M
I
N
.
/
4
4
"
M
A
X
.
P
E
R
C
O
D
E
)
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4-A/S0.32
FOR STRUCTURAL INFORMATION
3
8
4" MAX. TYP
2"
2'-
6
"
1
7
6
9
Banquette Seating
Scale: 3/4" = 1'-0"
2'-0"
14
"
4
3
1.PLANTER WALL PER PLAN
2.P.I.P. CONCRETE SEAT
3.CUSHION
4.FINISH SURFACE
5.STRUCTURAL SLAB PER STRUCTURAL ENGINEER'S
DRAWINGS
6.RECESSED LIGHTING PER ELECTRICAL DRAWINGS,
PROVIDE CONDUIT SLEEVE WHERE REQUIRED
7.EXPANSION JOINT
8.14" RADIUS
9.SEE RECESSED LIGHTING ENLARGEMENT
NOTES:
A.STEEL REINFORCEMENT AND CONNECTION TO
STRUCTURAL SLAB PER STRUCTURAL
RECOMMENDATIONS, SHOWN WITHIN THIS DETAIL.
B.SEE MASTER CONSTRUCTION LEGEND FOR ADDITIONAL
INFORMATION
C.PROVIDE A 1" DEEP SCORE JOINT AT 10' O.C.
D.SEE LIGHTING SPECIFICATIONS FOR TAPE LIGHT,
MOUNTING CHANNEL, AND BRACKET
2
9
1
7
PE
R
P
L
A
N
36
"
M
I
N
/
4
8
"
M
A
X
.
5
8
6
18
"
2"MIN. FROM BOTTOM OF SLAB
PROVIDE #4 REBAR AT 16" OC W/
STANDARD HOOK INTO SLAB
(2) #4 REBAR
CONTINUOUS
OPTIONAL
COLD JOINT
2"
3"
6
2
8
7
4
Enlargement View
DETAIL OMITTED
L1.52
CONSTRUCTION
DETAILS
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Scale: 3/4" = 1'-0"
1.5/8" x 3" HSS STEEL TOP AND
BOTTOM RAIL
2.3/8" X 2" FLATBAR PICKET
3.3" SQUARE STEEL PLATE PAINTED
TO MATCH FENCE
4.3 8" CONCRETE ANCHOR BOLTS
5.112" X 58" SOLID BAR WELDED TO
PLATE AND PICKET
6.CMU BLOCK WALL WITH PLASTER
FINISH
7.ADJACENT STEEL FENCE
8.FINISH SURFACE
9.PLANTING AREA
NOTES:
A.SEE MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS
AND FINISHES.
B.TOP OF STEEL FENCE TO ALIGN
WITH TOP OF GLASS POOL
ENCLOSURE FENCE.
C.CONTRACTOR TO PROVIDE SHOP.
D.DRAWINGS IF ANY ADDITIONAL
HARDWARE WILL BE NECESSARY..
E.FENCE MEMBERS TO RECEIVE ONE
COAT OF PRIMER AND TWO COATS
OF PAINT
F.ALL WELDS TO BE GRIND SMOOTH
SEE
ENLARGEMENT A Enlargement A
Scale: 3" = 1'-0"
3"
3"
36" MAX.4" MAX.
6'
-
3
"
5'-
0
"
9
6
8
22
1
1
8
6
3
A L I G
N
5
4
5
7
1
REFER TO CORRESPONDING
STRUCTURAL DETAIL 1/S6.02
FOR STRUCTURAL INFORMATIONBRACKET PLATE TO BEGIN
@ FIRST PICKET FROM
END OF WALL, TYP.
3
7'
-
6
"
Tube Steel Pool Enclosure Fence - Face Mounted to Wall
2'
-
6
"
2'
-
2
"
1'-
6
"
Pool Enclosure Fence - Glass
Scale: 1/2" = 1'-0"
7'
-
0
"
4'-8" MAX.
2" TYP.
2
5
2
1
4
1
1.1/2" THICK CLEAR TEMPERED GLASS
VIEW PANEL
2.2 58" x 2" ALUMINUM POST, C.R.
LAURENCE ALUMINUM WINDSCREEN
SYSTEM W/RECTANGULAR POSTS,
POWDER COAT FINISH
3.GALVANIZED STEEL STANCHION
INSIDE POST
4.FLAT POLISHED EDGE, TYP.
5.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS
AND FINISHES.
B.INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
Elevation Section
3
POOL HOURS
2" TYP.
3'-6"PER PLAN
VA
R
I
E
S
7'
-
0
"
T
O
7
'
-
6
"
43
"
(
4
2
"
M
I
N
.
/
4
4
"
M
A
X
.
P
E
R
C
O
D
E
)
10
"
Pool Enclosure Gate - Glass
Scale: 1/2" = 1'-0"
NOTES:
A.ALL GATES HAVE BEEN DESIGNED AS
EMERGENCY EXIT GATES FOR THE POOL.
B.GATES SHALL BE EQUIPPED WITH FREE
EXIT/PANIC HARDWARE ON INTERIOR
(POOL SIDE) OF GATE AND BE ABLE TO
SELF-CLOSE FROM A DISTANCE OF 10"
OPEN AND BE SELF LATCHING.
C.HARDWARE SHALL BE MODIFIED BY THE
PROPERTY MANAGEMENT COMPANY UPON
ACCEPTANCE.
D.CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS OF GATE AND FENCING, AND
LATCH ASSEMBLY TO LANDSCAPE
ARCHITECT FOR APPROVAL PRIOR TO
FABRICATION
E.ALL WELDS SHALL BE CONTINUOUS 18"
FILLET, GROUND SMOOTH
F.CONTRACTOR SHALL ENSURE
SELF-CLOSING MOTION PRIOR TO
ACCEPTANCE BY LOS ANGELES COUNTY
HEALTH DEPARTMENT.
L.MAXIMUM EFFORT TO OPERATE EXTERIOR
GATES SHALL NOT EXCEED 8.5 POUNDS
(38 N) FOR EXTERIOR GATES. IF THE GATE
HAS A CLOSER, THE SWEEP PERIOD OF
THE CLOSER SHALL BE ADJUSTED SO
THAT FROM AN OPEN POSITION OF 90
DEGREES, THE GATE WILL TAKE 5
SECONDS MINIMUM TO MOVE TO A
POSITION OF 12 DEGREES FROM THE
LATCH. SPRING HINGES SHALL BE
ADJUSTED SO THAT FROM THE OPEN
POSITION OF 70 DEGREES, THE GATE
SHALL MOVE TO THE CLOSED POSITION IN
1.5 SECONDS MINIMUM. CLOSER FORCE
AND SPEED FOR ALL GATES SHALL
CONFORM TO CBC 1126A.4.
M.INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
Elevation
10
4
3
1
9
5
7
2 8
1.ALUMINUM GATE FRAME
2.ALUMINUM POST
3.14" THICK x 12" STEEL U-CHANNEL FRAME TO HOLD GLASS
4.1/2" TEMPERED SAFETY GLASS PANEL
5.EXIT DEVICE ON BACK SIDE OF GATE
6.FOBBED ENTRY AND KNOX BOX AS REQUIRED
7.SELF CLOSING GATE HINGE
8.POOL SIGNAGE PACKAGE BY OTHERS, "EMERGENCY EXIT" SHALL BE
LABELED AT LEAST 4' HIGH ON POOL SIDE
9.LATCH ASSEMBLY - OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND
AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST
(ANSI 1998 SECT. 309.4)
10.FINISH SURFACE
6
Glass Pool Enclosure Fence - Face Mounted to Wall
Scale: 3/4" = 1'-0"
1.1/2" THICK TEMPERED GLASS PANEL
2.CRL POINT SUPPORTED STANDOFF FITTING
WITH FLAT CAPS AND BACK PLATE
3.CMU PLANTER WALL WITH PLASTER FINISH,
PER PLAN
4.ADJACENT GLASS POOL ENCLOSURE FENCE
5.ADJACENT ARTIFICIAL TURF
6.STRUCTURAL SLAB PER ARCHITECTURAL
DRAWINGS
7.WATERPROOFING PER ARCHITECTURAL
DRAWINGS
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND
FOR MODEL, FINISHES AND MANUFACTURERS.
B.REFER TO STRUCTURAL ENGINEER FOR ALL
REINFORCEMENT, STEEL SIZING, WELD
INFORMATION AND ATTACHMENT TO
STRUCTURAL WELD PLATE.
C.TOP OF GLASS PANEL FENCE TO ALIGN WITH
TOP OF GLASS POOL ENCLOSURE FENCE.
D.CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR APPROVAL.
E.VERIFY FENCE LAYOUT WITH LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION IN THE
FIELD
F.INSTALL PER MANUFACTURER'S
INSTRUCTIONS.
5
7
3
1
5
3
2
4
5'-0" MAX.
2
7'
-
0
"
5'
-
0
"
1/2" MAX.
6"
REFER TO CORRESPONDING
STRUCTURAL DETAIL 2/S6.02 FOR
STRUCTURAL INFORMATION
12" TYP.
2'-
0
"
Elevation Section
4"
M
I
N
.
1
6
Wood Entertainment Wall
Scale: 1/2"=1'-0"
1.3" SQ. TUBULAR STEEL FRAME, WITH PRE DRILLED HOLES,
POWDER COATED
2.1" X 4" WOOD MEMBERS, INSTALLED WITH STAINLESS STEEL
FLAT HEAD SCREWS
3.EXTERIOR RATED TELEVISION AND MOUNTING SYSTEM BY
OTHERS
4.CMU PLANTER WALL WITH PLASTER FINISH, PER PLAN
5.STRUCTURAL WELD PLATE
6.ADJACENT PAVING PER PLAN
7.PODIUM SLAB PER ARCHITECTURAL DRAWINGS
8.WATERPROOFING PER ARCHITECTURAL DRAWINGS
9.PLANTER MIX PER PLANTING NOTES
10.PROVIDE CUT OUT FOR ELECTRICAL, CABLE, AND DATA
CONNECTIONS, VERIFY IN FIELD
NOTES:
A.SEE MASTER CONSTRUCTION LEGEND FOR MATERIALS,
COLORS AND FINISHES.
B.ALL STEEL COMPONENTS SHALL BE POWDER COATED.
C.GRIND ALL WELDS SMOOTH. REMOVE ALL LOOSE MILL, SCALE,
RUST, OIL, & GREASE PRIOR TO POWDER COATING.
D.STEEL FABRICATOR TO PROVIDE SHOP DRAWINGS FOR
REVIEW & APPROVAL.
E.REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCEMENT,
STEEL SIZING, WELD INFORMATION AND ATTACHMENT TO
STRUCTURAL WELD PLATE.
24
"
M
A
X
5'-
0
"
7'-
0
"
6'-0"
EQ.
12"
EQ.
8'-0"
Elevation Section
Plan
4'
-
8
"
4"
5
1
2
1
2
3
4
1
2
3
4
9
BEYOND
3/8"
1
2
12"
10
8
Section
NTS
6
7
5
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S6.01 FOR
STRUCTURAL INFORMATION
Tube Steel Pool Enclosure Fence at Top of Wall
Scale: 3/8" = 1'-0"
Elevation at Planter Wall Section at Planter Wall
Plan
EQ. SPACING +/- 5' O.C. TYP.
FIELD VERIFY
4" O.C. TYP.
2"
4" O.C.` TYP.
5'
-
0
"
2'
-
6
"
1.5/8" x 3" HSS STEEL TOP AND
BOTTOM RAIL
2.3/8" X 2" FLATBAR PICKET
3.2" SQ. HSS STEEL POST
4.CMU WALL WITH PLASTER FINISH
5.ADJACENT PAVING PER PLAN
6.PODIUM SLAB PER
ARCHITECTURAL DRAWINGS
NOTES:
A.REFER TO MASTER
CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND
FINISHES.
B.CONTRACTOR TO SUBMIT SHOP
DRAWINGS FOR FINAL
APPROVAL BY LANDSCAPE
ARCHITECT PRIOR TO
INSTALLATION. SHOP DRAWING
TO INCLUDE ALL HARDWARE
C.VERIFY FENCE AND GATE
LAYOUT WITH LANDSCAPE
ARCHITECT PRIOR TO
INSTALLATION IN THE FIELD.
D.GRIND ALL WELDS SMOOTH.
REMOVE ALL LOOSE MILL, SCALE
RUST, OIL, & GREASE PRIOR TO
POWDER COATING.
E.REFER TO STRUCTURAL
DRAWINGS FOR EMBEDMENT
DEPTHS OF POSTS.
3
2
1
1
2
3
1
4
5
6
REFER TO CORRESPONDING
STRUCTURAL DETAIL 3/S6.02
FOR STRUCTURAL INFORMATION
Scale: 3/4"=1'-0"
Patio Gate
1.2" x 3" PAINTED HSS FRAME (14 GAUGE)
2.3/8" X 2" FLATBAR PICKET
3.2" X 2" X 1/4" SQ. HSS POST (14 GAUGE)
4.ADJACENT WALL PER PLAN
5.(2) SELF CLOSING HINGES
6.LOCKING GATE HANDLE
7.FINISH SURFACE
8.PODIUM SLAB PER ARCHITECTURAL
DRAWINGS
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.ALL WELDS SHALL BE 18" FILLET WELDS
-GRIND ALL WELDS SMOOTH.
C.CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR APPROVAL BY
LANDSCAPE ARCHITECT PRIOR TO
FABRICATION.
D.STEEL AND SLAB CONNECTIONS PER
STRUCTURAL DETAIL.
E.ALL TUBULAR STEEL MEMBERS WITH
EXPOSED ENDS TO BE CAPPED WITH
STEEL PLATE AND WELDED ON ALL
SIDES.
D.VERIFY FENCE AND GATE LAYOUT WITH
LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION IN THE FIELD.
E.ALL PARTS SHALL HAVE 1 COAT PRIMER,
2 COATS PAINT - REFER TO MASTER
CONSTRUCTION LEGEND FOR COLOR.
F.REFER TO LANDSCAPE PLANS FOR
DIRECTION OF GATE SWING.
EQ. TYP.
4" MAX.
42
"
3'-0"
Elevation/Section
6
3
2
1
5
7
8
4
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4-A/S0.32
FOR STRUCTURAL INFORMATION.
34
"
10
"
3"
Scale: 3/4"=1'-0"
Low Fence at Private Patios
EQ. TYP.
4" MAX.
PER. PLAN
Elevation/Section2" TYP.
36
"
1
2
6
3
4
5
7
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4-A/S0.32
FOR STRUCTURAL INFORMATION
1.5/8" x 3" HSS STEEL TOP AND BOTTOM RAIL
2.3/8" X 2" FLATBAR PICKET
3.2" X 2" 1/4" SQ. HSS STEEL POST
4.CMU WALL WITH PLASTER FINISH
5.ADJACENT PAVING PER PLAN
6.ADJACENT WALL PER ARCHITECTURE
7.PODIUM SLAB PER ARCHITECTURAL DRAWINGS
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND
FOR MATERIALS, COLORS AND FINISHES.
B.CONTRACTOR TO SUBMIT SHOP DRAWINGS
FOR FINAL APPROVAL BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. SHOP
DRAWING TO INCLUDE ALL HARDWARE
C.VERIFY FENCE LAYOUT WITH LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION IN THE
FIELD.
D.GRIND ALL WELDS SMOOTH. REMOVE ALL
LOOSE MILL, SCALE RUST, OIL, & GREASE
PRIOR TO POWDER COATING.
E.REFER TO STRUCTURAL DETAIL FOR PODIUM
CONNECTION.
Scale: 3/4"=1'-0"
Gate at Live/Work Patio
1.2" x 3" PAINTED HSS FRAME (14 GAUGE)
2.3/8" X 2" FLATBAR PICKET
3.2" X 2" X 1/4" SQ. HSS POST (14 GAUGE)
4.(2) SELF CLOSING HINGES
5.LOCKING GATE HANDLE
6.CONCRETE FOOTING PER STRUCTURAL
DRAWINGS
7.COMPACTED SUBGRADE PER
GEOTECHNICAL REPORT
8.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.ALL WELDS SHALL BE 18" FILLET WELDS
-GRIND ALL WELDS SMOOTH.
C.CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR APPROVAL BY
LANDSCAPE ARCHITECT PRIOR TO
FABRICATION
D.ALL TUBULAR STEEL MEMBERS WITH
EXPOSED ENDS TO BE CAPPED WITH
STEEL PLATE AND WELDED ON ALL
SIDES.
D.VERIFY FENCE AND GATE LAYOUT WITH
LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION IN THE FIELD.
E.ALL PARTS SHALL HAVE 1 COAT PRIMER,
2 COATS PAINT - REFER TO MASTER
CONSTRUCTION LEGEND FOR COLOR.
F.REFER TO LANDSCAPE PLANS FOR
DIRECTION OF GATE SWING.
EQ. TYP.
4" MAX.
36
"
36"
Elevation/Section
3
12 5
6
7PE
R
S
T
R
U
C
T
U
R
A
L
P
L
A
N
S
2"
TYP.
PER
STRUCTURAL PLANS
3" MIN.
4
8
31
"
REFER TO CORRESPONDING
STRUCTURAL DETAIL 10/S6.01 FOR
STRUCTURAL INFORMATION
10
"
3"
Fence at Live/Work Patio
Scale: 3/4" = 1'-0"
1.5/8" x 3" HSS STEEL TOP AND
BOTTOM RAIL
2.3/8" X 2" FLATBAR PICKET
3.2" X 2" X 1/4" SQ. HSS STEEL POST
4.CONCRETE FOOTING PER
STRUCTURAL DRAWINGS
5.COMPACTED SUBGRADE PER
GEOTECHNICAL REPORT
6.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS COLORS
AND FINISHES.
B.CONTRACTOR TO SUBMIT SHOP
DRAWINGS FOR FINAL APPROVAL
BY LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION. SHOP DRAWING
TO INCLUDE ALL HARDWARE
C.VERIFY FENCE AND GATE LAYOUT
WITH LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION IN THE
FIELD.
D.GRIND ALL WELDS SMOOTH.
REMOVE ALL LOOSE MILL, SCALE
RUST, OIL, & GREASE PRIOR TO
POWDER COATING.
E.REFER TO STRUCTURAL DRAWINGS
FOR EMBEDMENT DEPTHS OF
POSTS.
REFER TO CORRESPONDING
STRUCTURAL DETAIL 10/S6.01 FOR
STRUCTURAL INFORMATION
VARIES
PER PLAN
4" O.C.
TYP.
1
2
3
6
4
5
PE
R
S
T
R
U
C
T
U
R
A
L
PER STRUCTURAL
36
"
Scale: 1/2"=1'-0"
Utility Area Fence and Gate
3'-3"
3'-0" CLEAR
1.3"x3" TUBULAR STEEL POST
2.3"x3" TUBULAR STEEL FENCE AND GATE FRAME
3.3"x3" TOP & BOTTOM RAIL
4.1/8" THICK STEEL KICK PLATE; SMOOTH FINISH; LOCATED ON PUSH-SIDE OF GATE,
EDGE TO EDGE
5.PERFORATED METAL BACKING, WELDED TO FRONT OF GATE
6.DOOR HANDLE WITH SELF-CLOSING, SELF-LATCHING, LOCKABLE HARDWARE
7.(3x) HEAVY DUTY GATE HINGES
8.CONCRETE FOOTING PER STRUCTURAL DRAWINGS
9.EMBEDDED POST PER STRUCTURAL DRAWINGS
10.FINISH GRADE
11.FINISH SURFACE
12.COMPACTED SUBGRADE PER GEOTECHNICAL REPORT
13.ADJACENT BUILDING/WALL/STRUCTURE PER PLAN
14.CONCRETE STAIRS - REFER TO CIVIL FOR ELEVATIONS
15.HANDRAIL
16.PLANTER WALL
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.CONTRACTOR TO SUBMIT SHOP DWGS FOR FINAL APPROVAL BY LANDSCAPE ARCH
PRIOR TO INSTALLATION. SHOP DWGS TO INCLUDE ALL HARDWARE.
C.VERIFY FENCE & GATE LAYOUT WITH LANDSCAPE ARCH PRIOR TO INSTALLATION IN
THE FIELD.
D.ALL STEEL FENCING COMPONENTS SHALL BE POWER-COATED.
E.GRIND ALL WELDS SMOOTH. REMOVE ALL LOOSE MILL, SCALE RUST, OIL AND/OR
GREASE PRIOR TO POWDER-COATING.
5
1
3
+/-5'-0" O.C.TYP.
6'-
0
"
TYP.
TYP.
7
TYP.
4
2
13
Plan
+/- 5'-0" O.C.
PE
R
S
T
R
U
C
T
U
R
A
L
PL
A
N
S
2" TYP.
PER
STRUCTURAL PLANS
5" MIN.
11
3
At Paving
3
3
8
LCLC
LC
1
3
12
8
9
REFER TO CORRESPONDING
STRUCTURAL DETAIL 10/S6.01
FOR STRUCTURAL INFORMATION
10
"
6
42
"
(
4
2
"
M
I
N
.
/
4
4
"
M
A
X
.
)
7'-
6
"
+/-13'-6", PER PLAN
5
16
16
3
10
14
11
15
2" CLR.
1.1/2" THICK CLEAR TEMPERED GLASS VIEW PANEL
2.2 5 8" X 2" ALUMINUM POST, C.R. LAURENCE ALUMINUM
WINDSCREEN SYSTEM
3.GALVANIZED STEEL STANCHION INSIDE POST
4.CMU PLANTER WALL WITH PLASTER FINISH, PER PLAN
5.PEDESTAL PAVER
6.PODIUM SLAB PER ARCHITECTURAL DRAWINGS
7.REFER TO STRUCTURAL DRAWINGS FOR EMBEDMENT
DEPTHS, POST CONNECTIONS AND REINFORCEMENT.
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
B.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR FINAL
APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. SHOP DRAWING TO INCLUDE ALL
HARDWARE.
C.VERIFY FENCE LAYOUT WITH LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION IN FIELD.
D.GRIND ALL WELDS SMOOTH. REMOVE ALL LOOSE MILL,
SCALE RUST, OIL, AND GREASE PRIOR TO POWDER
COATING.
Glass Pool Enclosure Fence at Top of Wall
Scale: 3/4" = 1'-0"
5
6
7
4
3
2
1
5'
-
6
"
REFER TO CORRESPONDING
STRUCTURAL DETAIL 19/S6.01 FOR
STRUCTURAL INFORMATION1'
-
0
"
L1.53
CONSTRUCTION
DETAILS
AL
E
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A
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A
D
I
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34
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A
D
I
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,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
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-
F
A
M
I
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HO
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P
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J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
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E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Mounting Post for Festoon Lighting
Scale: 3/4"=1'-0"
1.5" x 5" x 3/8" SQ. HSS PAINTED STEEL POST
2.WELDED SOLID CAP
3.34" DIA. STAINLESS STEEL EYE BOLT
4.WATERPROOF GASKET TO PLUG DRILL
HOLE FOR ELECTRICAL WIRE
5.LOW VOLTAGE FESTOON LIGHT FIXTURES
6.TENSION CABLE SYSTEM, INSTALL PER
MANUFACTURER'S SPECS
7.LOW VOLTAGE WIRE RUN
8.ADJACENT BUILDING WALL
9.ADJACENT FINISH SURFACE
10.PEDESTAL PAVERS
11.PLANTER WALL
12.STRUCTURAL SLAB
13.STEEL PLATE ATTACHMENT PER
STRUCTURAL DRAWINGS
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS AND
FINISHES.
B.ALL TUBULAR STEEL MEMBERS WITH
EXPOSED ENDS SHALL BE CAPPED WITH
MATCHING STEEL PLATE & WELDED ON
ALL SIDES.
C.EACH HSS MOUNTING POST SHALL BE
FABRICATED WITH (2) HAND HOLES (ONE
@ TOP OF POST, 3" BENEATH EYE BOLT &
ONE @ BOTTOM OF POST, 4" ABOVE TOP
OF FOOTING. HAND HOLES SHALL BE
PROVIDED FOR THE PURPOSE OF
ROUTING & CONCEALING LOW VOLTAGE
WIRE RUNS TO & FROM LIGHT FIXTURES.
D.GRIND ALL WELDS SMOOTH. REMOVE ALL
LOOSE MILL, SCALE, RUST, OIL, & GREASE
PRIOR TO DELIVERY ON SITE.
E.PROVIDE PVC WIRE CONDUIT UP
THROUGH TOP OF CONCRETE FOOTING &
INTO HOLLOW STEEL POSTS FOR LOW
VOLTAGE WIRE RUN.
F.CONTRACTOR SHALL PROVIDE SCALED
SHOP DRAWINGS OF ALL STEEL
FABRICATIONS FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION.
G.CONTRACTOR SHALL SUBMIT PRODUCT
CUT SHEETS OF ALL FESTOON LIGHTING
COMPONENTS AND MOUNTING
HARDWARE FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
H.CONTRACTOR, OWNER, & LANDSCAPE
ARCHITECT SHALL FIELD VERIFY ALL
DIMENSIONS NOTED AS SUCH AND SHALL
VERIFY THE MOUNTING HEIGHT OF
FESTOON LIGHTING IN FIELD PRIOR TO
INSTALLATION.
I.ALL EYE BOLTS SHALL BE SET LEVEL TO
ONE ANOTHER SO THAT ALL CABLES GET
INSTALLED AT THE SAME ELEVATION.
J.ALL PARTS SHALL HAVE 1 COAT PRIMER, 2
COATS PAINT - REFER TO MASTER
CONSTRUCTION LEGEND FOR COLOR.
K.POST TO BE CENTERED IN WALL.
9'
-
6
"
On Planter Wall
80
"
M
I
N
.
C
L
E
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R
I
N
C
I
R
C
U
L
A
T
I
O
N
P
A
T
H
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S6.02 FOR
STRUCTURAL INFORMATION
9'-
4
"
80
"
M
I
N
.
C
L
E
A
R
I
N
C
I
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C
U
L
A
T
I
O
N
P
A
T
H
At Building
EM
B
E
D
M
E
N
T
PE
R
S
T
R
U
C
T
U
R
A
L
At Roof Deck
3
6
73
5
9
12
8
46
73
5
4
1
10
13
12
6
73
4
11
13
12
9'
-
6
"
80
"
M
I
N
.
C
L
E
A
R
I
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C
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L
A
T
I
O
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P
A
T
H
8"
1.CONTINUOUS HSS BEAM
2.TRELLIS SLATS
3.MOUNTING KIT PER MANUFACTURER
4.METAL PLATE WELDED TO BEAM, SEE
STRUCTURAL DRAWINGS FOR WELD
INFORMATION
5.HEATER
NOTES:
A.ALL WELDS SHALL BE 1/8" FILLET
WELDS - GRIND ALL WELDS SMOOTH.
B.ALL PARTS SHALL HAVE 1 COAT
PRIMER, 2 COATS PAINT
C.INSTALL HEATER PER
MANUFACTURER'S INSTRUCTIONS.
D.REFER TO STRUCTURAL PLANS FOR
MOUNTING CONNECTION AND
ADDITIONAL INFORMATION.
E.CONTRACTOR TO PROVIDE SHOP
DRAWINGS AND/OR PRODUCT CUT
SHEET WITH COLOR, FINISH AND
MATERIAL TO LANDSCAPE ARCHITECT
FOR APPROVAL PRIOR TO
INSTALLATION.
Trellis-Mounted Heater
Scale: 1 1/2" = 1'-0"
4
3
5
3
1
30
°
4
3 (BELOW)
Section A Plan (From Above)
1
A
2
5
1.LIGHTING J-BOX
2.ELECTRICAL CONDUIT TO BE
ACCOMMODATED ON TOP OF TRELLIS
SLATS
3.TRELLIS SLATS
4.LIGHT FIXTURE PER ELECTRICAL PLANS
5.ANCHOR PLATE
NOTES:
A.ALL WELDS SHALL BE 1/8" FILLET
WELDS - GRIND ALL WELDS SMOOTH.
B.ALL PARTS SHALL HAVE 1 COAT
PRIMER, 2 COATS PAINT - REFER TO
MASTER CONSTRUCTION LEGEND FOR
COLOR.
C.18" END PLATE TYP AT ALL EXPOSED
ENDS OF HSS W/SEAL WELD ALL
AROUND.
D.INSTALL LIGHT FIXTURE PER
MANUFACTURER'S INSTRUCTIONS.
E.REFER TO ELECTRICAL DRAWINGS FOR
FURTHER INFORMATION.
F.REFER TO OVERHEAD TRELLIS DETAIL
O/SHEET L-152 FOR FURTHER
INFORMATION.
G.CONTRACTOR TO PROVIDE SHOP
DRAWINGS WITH COLOR AND FINISH TO
LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO INSTALLATION.
Trellis - Mounted Light
Scale: 3" = 1'-0"
4"
4"
1
3
5
2
1
3
2
4
4
A
Section A View
10
'
-
0
"
1.STEEL SLAT
2.PAINTED HSS 6"x3"
3.PAINTED HSS 5"x5" POST
4.EXPANSION JOINT
5.FINISH SURFACE
6.WATERPROOFING PER
ARCHITECTURAL DRAWINGS
7.STRUCTURAL SLAB PER
ARCHITECTURAL DRAWINGS
NOTES:
A.REFER TO MASTER
CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND
FINISHES.
B.STEEL AND CONNECTION TO
STRUCTURAL SLAB PER
STRUCTURAL DRAWINGS.
C.GRIND ALL WELDS SMOOTH
D.ALL PARTS SHALL HAVE 1 COAT
PRIMER, 2 COATS PAINT.
Overhead Trellis Partial Section
Scale: 3/8" = 1'-0"
5
4
6
10'
3
1
2
7
REFER TO CORRESPONDING
STRUCTURAL DETAIL 2/S6.01 FOR
STRUCTURAL INFORMATION
10"TYP.
Overhead Trellis - B
Scale: 3/8" = 1'-0"
A
10
'
-
0
"
6"
51
2"
PER PLAN
8'-6"EQ.8'-6"EQ.
10
"
11
'
-
1
0
"
1.PAINTED HSS 3 1/2"x1 1/2" @ 10" O.C.
2.PAINTED HSS 6"x3" BEAM
3.PAINTED HSS 5"x5" POST
4.OVERHEAD HEATER, SEE DETAIL THIS SHEET
5.LIGHT FIXTURE PER ELECTRICAL PLANS; MOUNTING, SEE
DETAIL THIS SHEET
6.POST-MOUNTED DOWNLIGHT PER ELECTRICAL PLANS
7.OVERHEAD HEATER CONTROLS
8.FINISH SURFACE
9.OUTDOOR KITCHEN
10.PLANTER WALL
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES
B.ALL WELDS SHALL BE 1/8" FILLET WELDS - GRIND ALL
WELDS SMOOTH
C.ALL PARTS SHALL HAVE 1 COAT PRIMER, 2 COATS PAINT
D.OVERHEAD HEATER TO BE ANGLED 30 DEGREES MAX.
E.INSTALL LIGHT FIXTURE AND OVERHEAD HEATER PER
MANUFACTURERS INSTRUCTIONS.
F.CONTROLS AND OPERATING MECHANISM FOR HEATERS
SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT
REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS
AND OPERATING MECHANISMS SHALL BE NO GREATER
THAN 5 POUNDS.
G.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW
AND APPROVAL.
2
3
8
9
1
4
2
3
1
5
4
TYP.
TYP.
10 (BEYOND)
Elevation A
Plan View
10
"
24
"
M
I
N
.
8'-
0
"
M
I
N
.
C
L
E
A
R
A
N
C
E
REFER TO CORRESPONDING
STRUCTURAL DETAIL 2/S6.01 FOR
STRUCTURAL INFORMATION.
44
5 (BEYOND)55(BEYOND)
6
79
10 10
10"
3'-
6
"
DETAIL OMITTED
L1.54
CONSTRUCTION
DETAILS
AL
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91
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6
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ISSUANCE NAME DATE
57
9
0
F
L
E
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S
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E
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T
,
S
U
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1
4
0
CA
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L
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B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
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E
S
T
R
E
E
T
SA
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T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
General Clear Knee Space at Counters
Scale: 1 1/2" = 1'-0"
1.ACCESSIBLE SPACE BELOW
COUNTER
2.FINISH FLOOR
NOTES:
A.ALL SPACES BENEATH AN
ACCESSIBLE ELEMENT SHALL
CONFORM TO KNEE AND TOE
SPACE DIMENSIONS PER
CALIFORNIA BUILDING CODE
1138A.2.
Section
6" MAX
9"
M
I
N
.
2
1
1.BUILT-IN BBQ UNIT
2.COUNTER TOP PER MASTER
CONSTRUCTION LEGEND
3.(2) METAL VENTS ON EACH SIDE,
REFER TO GRILL MANUFACTURER
SPECIFICATIONS FOR INSTALLATION
REQUIREMENTS
4.COUNTER WALL, FINISH PER PLAN
5.FINISH SURFACE
NOTES:
A.REFER TO MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS
AND FINISHES.
34
"
M
A
X
.
Grill Counter Elevation, Typical
Scale: 3/4" = 1'-0"
Grill Counter Section
Scale: 3/4" = 1'-0"
1.BUILT-IN BBQ UNIT
2.COUNTER TOP PER MASTER
CONSTRUCTION LEGEND
3.COUNTER WALL, FINISH PER
PLAN
4.STAINLESS STEEL ACCESS
DOORS
5.6" THICK CONCRETE BASE INSIDE
SLOPE TO DRAIN
6.FINISH SURFACE
7.WATERPROOFING AND
STRUCTURAL SLAB PER
ARCHITECTURAL DRAWINGS
8.4" ANGLE BOLTED TO WALL
NOTES:
A.SEE MASTER CONSTRUCTION
LEGEND FOR MATERIALS,
COLORS AND FINISHES.
B.SEE STRUCTURAL ENGINEER'S
PLANS FOR ALL STEEL REBAR
REINFORCEMENTS
34
"
M
A
X
.
2'-10"
Grill Counter Section at Clear Knee Space
Scale: 3/4" = 1'-0"
1.COUNTER TOP PER MASTER
CONSTRUCTION LEGEND
2.COUNTER WALL, FINISH PER PLAN
3.FINISH SURFACE
4.WATERPROOFING AND
STRUCTURAL SLAB PER
ARCHITECTURAL DRAWINGS
5.4" ANGLE BOLTED TO WALL
NOTES:
A.SEE MASTER CONSTRUCTION
LEGEND FOR MATERIALS, COLORS
AND FINISHES.
B.SEE STRUCTURAL ENGINEER'S
PLANS FOR ALL STEEL REBAR
REINFORCEMENTS
C.ALL SPACES BENEATH AN
ACCESSIBLE ELEMENT SHALL
CONFORM TO KNEE AND TOE
SPACE DIMENSIONS PER
CALIFORNIA BUILDING CODE
1138A.2
34
"
M
A
X
.
29
"
M
I
N
.
2'-10"
19" MIN. / 25" MAX.
2" TYP.
(BEYOND)
2'-10"
2"
TYP.
Grill Counter Section at Sink Unit
Scale: 3/4" = 1'-0"
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S-0.22
FOR STRUCTURAL INFORMATION
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S-0.22
FOR STRUCTURAL INFORMATION
34
"
M
A
X
.
29
"
M
I
N
.
2'-10"
19" MIN. / 25" MAX.
2" TYP.
1.ADA ACCESSIBLE SINK UNIT WITH
INTEGRATED COVER
2.COUNTER TOP PER MASTER
CONSTRUCTION LEGEND
3.COUNTER WALL, FINISH PER
PLAN
4.FINISH SURFACE
5.WATERPROOFING AND
STRUCTURAL SLAB PER
ARCHITECTURAL DRAWINGS
6.4" ANGLE BOLTED TO WALL
7.STAINLESS STEEL COSMETIC
COVER MOUNTED USING
REMOVABLE CLIPS
NOTES:
A.SEE MASTER CONSTRUCTION
LEGEND FOR MATERIALS,
COLORS AND FINISHES.
B.INSTALL SINK AND COVER PER
MANUFACTURER'S
INSTRUCTIONS
C.SEE STRUCTURAL ENGINEER'S
PLANS FOR ALL STEEL REBAR
REINFORCEMENTS
D.ALL SPACES BENEATH AN
ACCESSIBLE ELEMENT SHALL
CONFORM TO KNEE AND TOE
SPACE DIMENSIONS PER
CALIFORNIA BUILDING CODE
1138A.2
REFER TO CORRESPONDING
STRUCTURAL DETAIL 4/S-0.22
FOR STRUCTURAL INFORMATION
1'-11"10"
11"
9"
8"
6"
3
6
2
4
1
5
8
5
2
1
3
1
2
2
5
3
4
7
4
2
1
5
4
3
6
7
3
Grill Counter C (at Courtyard)
Scale: 3/4" = 1'-0"
1.BUILT-IN BBQ UNIT
2.ADA ACCESSIBLE SINK WITH INTEGRATED COVER
3.ADJACENT POURED IN PLACE BOARDFORM PLANTER WALL
4.ADJACENT CMU BLOCK WALL WITH PLASTER FINISH
PLANTER WALL
5.GRILL COUNTER TOP PER MASTER CONSTRUCTION
LEGEND
6.POURED IN PLACE BOARDFORM WALL
7.STAINLESS STEEL ACCESS DOORS
8.GFCI OUTLET, TYP.
9.GAS TIMER WITH ACCESS BOX AND EMERGENCY SHUTOFF
VALVE, TYP.
10.FINISH SURFACE
11.CLEAR KNEE SPACE
12.STAINLESS STEEL COSMETIC COVER
NOTES:
A.SEE MASTER CONSTRUCTION LEGEND FOR COLORS,
FINISHES, MATERIALS AND MANUFACTURERS
B.STAINLESS STEEL BARBEQUE UNIT IS TO BE INSTALLED
PER MANUFACTURERS SPECS. INSTALLATION SHALL
INCLUDE BUT IS NOT LIMITED TO ALL REQUIRED HOSES,
FITTINGS, SHUT-OFF VALVES, CSA APPROVED NATURAL
GAS REGULATOR, AND AIR VENTING. TO BE INSTALLED IN
ACCORDANCE WITH ALL LOCAL CODES OR NATIONAL FUEL
GAS CODE ANSI Z223.1, WHICHEVER IS MORE STRICT.
C.BBQ SHALL HAVE AN AUTOMATIC SHUTOFF TIMER FROM
INTERMATIC, FF1H, 1 HOUR TIMER.
D.BUILT-IN BBQ UNIT GRILL CONTROLS TO NOT REQUIRE
TIGHT PINCHING OR TWISTING OF WRIST TO OPERATE.
E.REFER TO PLUMBING DRAWINGS FOR ALL DRAINAGE
CONNECTIONS.
L1.55
A
A
Elevation A
Plan View - NTS
L-1.55
C
L-1.55
D
4
1
5
10
7
9
8
2
11
6
3
12
2'-2"2'-2"7'-8"
2'
-
1
0
"
M
A
X
.
3'-
0
"
M
A
X
.
30" MIN. CLEAR WIDTH
29
"
M
I
N
.
29
"
M
I
N
.
15
"
M
I
N
.
15
"
M
I
N
.
4'-
0
"
M
A
X
.
30" MIN. CLEAR WIDTH
Grill Counter D (at Roof Deck)
Scale: 3/4" = 1'-0"
1.BUILT-IN BBQ UNIT
2.ADA ACCESSIBLE SINK WITH INTEGRATED COVER
3.GRILL COUNTER TOP PER MASTER CONSTRUCTION LEGEND
4.CMU BLOCK WALL WITH PLASTER FINISH
5.STAINLESS STEEL ACCESS DOORS
6.GFCI OUTLET, TYP.
7.GAS TIMER WITH ACCESS BOX AND EMERGENCY SHUTOFF VALVE, TYP.
8.CLEAR KNEE SPACE
9.FINISH SURFACE
10.BUILDING FACADE
11.PREFAB PLANTER
12.STAINLESS STEEL COSMETIC COVER
NOTES:
A.SEE MASTER CONSTRUCTION LEGEND FOR COLORS, FINISHES,
MATERIALS AND MANUFACTURERS
B.STAINLESS STEEL BARBEQUE UNIT IS TO BE INSTALLED PER
MANUFACTURERS SPECS. INSTALLATION SHALL INCLUDE BUT IS NOT
LIMITED TO ALL REQUIRED HOSES, FITTINGS, SHUT-OFF VALVES, CSA
APPROVED NATURAL GAS REGULATOR, AND AIR VENTING. TO BE
INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES OR NATIONAL FUEL
GAS CODE ANSI Z223.1, WHICHEVER IS MORE STRICT.
C.BBQ SHALL HAVE AN AUTOMATIC SHUTOFF TIMER FROM INTERMATIC,
FF1H, 1 HOUR TIMER.
D.BUILT-IN BBQ UNIT GRILL CONTROLS TO NOT REQUIRE TIGHT PINCHING
OR TWISTING OF WRIST TO OPERATE.
E.REFER TO PLUMBING DRAWINGS FOR ALL DRAINAGE CONNECTIONS.
Elevation A
Plan View - NTS
L-1.55
B
L-1.55
D
L-1.55
C
A
1
9
5
7
6
2
8
4
3
11
10 10
12
3'-0"7'-11"
2'
-
1
0
"
M
A
X
.
3'-
6
"
M
A
X
.
30" MIN. CLEAR WIDTH
29
"
M
I
N
.
30" MIN. CLEAR WIDTH
29
"
M
I
N
.
15
"
M
I
N
.
15
"
M
I
N
.
3'-0"
(SIM.)(SIM.)(SIM.)
L1.55
CONSTRUCTION
DETAILS
AL
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34
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91
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6
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P
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E
C
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ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L1.55
D
1.BUILT-IN BBQ UNIT
2.REFRIGERATOR
3.ICE MACHINE
4.ADA ACCESSIBLE SINK WITH INTEGRATED COVER
5.CLEAR KNEE SPACE
6.GRILL COUNTER TOP PER MASTER CONSTRUCTION LEGEND
7.POURED IN PLACE BOARDFORM WALL
8.ADJACENT CMU BLOCK WALL WITH PLASTER FINISH
PLANTER WALL
9.ADJACENT POURED IN PLACE BOARDFORM PLANTER WALL
10.TUBE STEEL POOL ENCLOSURE FENCE
11.GLASS POOL FENCE ENCLOSURE
12.STAINLESS STEEL COSMETIC COVER
13.STAINLESS STEEL ACCESS DOORS
14.GFCI OUTLET, TYP.
15.GAS TIMER WITH SHUTOFF VALVE, TYP.
16.(2) METAL VENTS - REFER TO MANUFACTURER
SPECIFICATIONS FOR INSTALLATION
17.FINISH SURFACE
NOTES:
A.SEE MASTER CONSTRUCTION LEGEND FOR COLORS,
FINISHES, MATERIALS AND MANUFACTURERS
B.STAINLESS STEEL BARBEQUE UNIT IS TO BE INSTALLED PER
MANUFACTURERS SPECS. INSTALLATION SHALL INCLUDE
BUT IS NOT LIMITED TO ALL REQUIRED HOSES, FITTINGS,
SHUT-OFF VALVES, CSA APPROVED NATURAL GAS
REGULATOR, AND AIR VENTING. TO BE INSTALLED IN
ACCORDANCE WITH ALL LOCAL CODES OR NATIONAL FUEL
GAS CODE ANSI Z223.1, WHICHEVER IS MORE STRICT.
C.BBQ SHALL HAVE AN AUTOMATIC SHUTOFF TIMER FROM
INTERMATIC, FF1H, 1 HOUR TIMER.
D.BUILT-IN BBQ UNIT GRILL CONTROLS TO NOT REQUIRE
TIGHT PINCHING OR TWISTING OF WRIST TO OPERATE.
E.REFER TO PLUMBING DRAWINGS FOR ALL DRAINAGE
CONNECTIONS.
L1.55
D
L1.55
CB
A C
Grill Counter A - Elevtion A Grill Counter B - Elevtion B
Grill Counter B - Elevtion C
Grill Counters at Pool Deck
Scale: 1/2" = 1'-0"
Plan View - NTS
9
4
6
10
79
12
17516
1
1
10
14
6
5
7
2
3
9
11
15
17 13
13
1
9
6
17
15
4
14
10
8
7 7
7
3'-3"
2'
-
1
0
"
M
A
X
.
7'-8"2'-11"2'-4"
3'
-
6
"
M
A
X
.
30" MIN. CLEAR WIDTH
29
"
M
I
N
.
30" MIN. CLEAR WIDTH
29
"
M
I
N
.
9'-0"2'-10"
2'-
1
0
"
M
A
X
.
7'
-
0
"
M
A
X
.
8'
-
6
"
M
A
X
.
3'
-
6
"
M
A
X
.
30" MIN. CLEAR WIDTH
29
"
M
I
N
.
5'-8"
15
"
M
I
N
.
15
"
M
I
N
.
6'-9"5'-7"
2'
-
1
0
"
M
A
X
.
3'
-
6
"
M
A
X
.
1'-8"1'-2"
8
L1.56
CONSTRUCTION
DETAILS
AL
E
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A
N
A
R
C
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D
I
A
34
E
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A
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C
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91
0
0
6
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A
M
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HO
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P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
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B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Jakob Cable Vine System
Scale: NTS
1.BOLLARD LIGHT, SEE ELECTRICAL PLANS
2.CONCRETE FOOTING
3.SLOPE CONCRETE AWAY FROM FIXTURE, TYP.
4.ANCHORAGE PER MANUFACTURER
5.PAVING PER PLAN
6.ELEC. CONDUIT PER ELECT. ENG. PLANS
7.BASE PLATE. GROUT SOLID AFTER LEVELING POLE.
BASE COVER PER MANUFACTURER
8.FINISHED GRADE
9.COMPACTED SUBGRADE PER GEOTECHNICAL
ENGINEER REPORT
10.EXPANSION JOINT
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
B.INSTALLATION OF LIGHT FIXTURE, POLE AND BASE TO
BE COMPLETED IN ACCORDANCE TO
MANUFACTURER'S SPECIFICATIONS, BOLLARD TO BE
CENTERED IN FOOTING
C.CONTRACTOR SHALL MAINTAIN CONCRETE POLE
CLEAN AFTER EACH POUR/ INSTALLATION.
D.CONCRETE FOOTING DEPTH AND REINFORCEMENT
PER STRUCTURAL ENGINEER
Bolllard Light Footing
Scale: 3/4" = 1'-0"
Plan View
18
"
M
I
N
.
10"
3
8
4
57
2
6
10
1
5
1
PE
R
S
T
R
U
C
T
.
9
REFER TO CORRESPONDING
STRUCTURAL DETAIL 12/S-6.01 FOR
STRUCTURAL INFORMATION
Fire Table @ Podium Deck
Scale: 1/2" = 1'-0"
1.8" DEPTH OF 34" -1" CRUSHED BLACK LAVA ROCK MIN.34"
COVER OVER FIRE RING
2.FIRE IGNITOR WITH SAFETY SHUTOFF TIMER IN A
LOCKABLE ENCLOSURE. PROVIDE SUBMITTAL TO
LANDSCAPE ARCHITECT FOR APPROVAL. FIRE PIT
CONTROLS TO BE LOCATED AT A MINIMUM 15" ABOVE
ADJACENT FINISH FLOOR.
3.PRECAST CONCRETE FIRE TABLE, PER MASTER
CONSTRUCTION LEGEND
4.DRAIN PIPE PITCH BOTTOM OF FIRE PIT TO DRAIN.
5.NATURAL GAS CONNECTION
6.ELECTRICAL CONNECTION
7.ADJACENT PEDESTAL PAVERS
8.WATERPROOFING PER ARCHITECT
9.STRUCTURAL SLAB PER ARCHITECT
10.CONCRETE CURB TIED TO STRUCTURAL SLAB;
CONNECTION PER STRUCTURAL DRAWINGS.
NOTES:
A.REFER TO MASTER CONSTRUCTION LEGEND FOR
MATERIALS, COLORS AND FINISHES.
B.INSTALL PER MANUFACTURER'S SPECIFICATIONS.
C.NATURAL GAS CONNECTION TO BE COORDINATED WITH
MECHANICAL AND PLUMBING CONTRACTORS.
D.ELECTRICAL CONNECTION TO BE COORDINATED WITH
ELECTRICAL ENGINEER.
E.DRAINAGE PER CIVIL ENGINEERING DRAWINGS.
1'
-
8
"
15
"
M
I
N
.
7
1
8
9
10
4
6
5
23
DETAIL OMITTED
DETAIL OMITTED
DETAIL OMITTED
DETAIL OMITTED
DETAIL OMITTED
L1.57
CONSTRUCTION
DETAILS
AL
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I
A
34
E
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91
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C
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ISSUANCE NAME DATE
57
9
0
F
L
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E
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T
,
S
U
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E
1
4
0
CA
R
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B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
GENERAL IRRIGATION NOTES
1.PRE-JOB/KICK-OFF MEETING WITH CONTRACTOR, GENERAL CONTRACTOR, AND IRRIGATION DESIGNER.
2.MAINLINE, BASKET STRAINERS, MASTER VALVES, FLOW SENSORS, BOOSTER PUMP INSTALLATION AND OPERATION,
INSTALLATION REVIEW PRIOR TO BACKFILLING TRENCHES, IRRIGATION MAINLINE PRESSURE TEST, ETC.
3.FINALIZING THE LOCATION FOR THE CONTROLLER ASSEMBLIES - LANDSCAPE CONTRACTOR SHALL COORDINATE WITH
THE IRRIGATION DESIGNER TO VERIFY CONNECTION OF FLOW SENSORS AND ASSOCIATED EQUIPMENT TO EACH
CONTROLLER ASSEMBLY AND FOR CERTIFICATION/WARRANTY OF EQUIPMENT.
4.IRRIGATION COVERAGE TEST - A DYNAMIC PRESSURE TEST SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR
AND SHALL BE OBSERVED BY THE OWNER (OR THE OWNER'S REPRESENTATIVE) AND THE IRRIGATION DESIGNER FOR
EACH VALVE DURING THE IRRIGATION COVERAGE TEST.
THE LANDSCAPE CONTRACTOR SHALL BE SCHEDULE AN IRRIGATION SITE OBSERVATION BY THE IRRIGATION DESIGNER,
AND/OR THE OWNER'S REPRESENTATIVE, WHICH SHALL NOT OCCUR WITHOUT AT LEAST 48 HOURS PRIOR NOTIFICATION.
THE FOLLOWING ITEMS SHALL BE REVIEWED:
OBSERVATION SCHEDULING
THE LANDSCAPE CONTRACTOR SHALL PURCHASE AND INSTALL ONE DOMESTIC WATER METER
LOCATED PER THE CIVIL ENGINEER'S SEWER & WATER PLAN AND AS SHOWN ON THE IRRIGATION PLAN.
VERIFY THAT THE STATIC PRESSURE IS PSI PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FURNISH
AND INSTALL MAINLINE TO THE FLANGED GATE VALVES, BACKFLOW, QUICK COUPLER, MASTER VALVE, AND
FLOW SENSOR PER THE IRRIGATION LEGEND AND DETAILS. (REFER TO THE IRRIGATION PLANS FOR SIZING).
REFER TO IRRIGATION LEGEND AND IRRIGATION CONSTRUCTION NOTES FOR MODEL NUMBERS. INSTALL THE
FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS AND DETAILS. CONTRACTOR SHALL FURNISH
ALL MATERIALS AND LABOR TO EXECUTE AND INSTALL THE IRRIGATION SYSTEM PER THE IRRIGATION PLANS.
INSTALL THE GATE VALVES, BACKFLOW, QUICK COUPLER, MASTER VALVES, AND FLOW SENSORS WITHIN TH E
SHRUB PLANTING AREAS ONLY.
THE FLOW SENSOR WIRE SHALL BE MANUFACTURED BY "RAIN MASTER", MODEL #EV-CAB-SEN. NO FIELD
SPLICES ALLOWED BETWEEN FLOW SENSOR AND CONTROLLER. ALL FLOW SENSOR WIRES SHALL BE
INSTALLED WITHIN A GRAY 1-1/2" DIA., SCH. 40 PVC CONDUIT. EACH CONDUIT SHALL HAVE A SEPARATE FLOW
SENSOR CABLE INSTALLED WITHIN IT BASED ON THE CORRESPONDING CONTROLLER ASSEMBLY. JOHN DEERE
GREEN TECH SHALL MAKE THE FINAL CONNECTIONS FROM THE FLOW SENSOR TO THE CONTROLLER
ASSEMBLIES.
MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC. MAINLINES ARE INTENDED TO BE INSTALLED
WITHIN THE SHRUB AREAS ONLY. ANY MAINLINE, LATERAL, OR CONTROL WIRES THAT RUN UNDER
HARDSCAPE AREAS SHALL BE INSTALLED IN SCH. 40 PVC SLEEVES WHICH SHALL BE SIZED A MINIMUM OF
TWICE THE DIAMETER OF THE ACTUAL PIPE DIAMETER. REFER TO IRRIGATION DETAILS FOR INSTALLATION
AND DEPTHS OF SLEEEVING.
POC
NOTE
IRRIGATION CONSTRUCTION NOTES
1 -
54
THE 120 VOLT POWER SUPPLY CONNECTION TO THE IRRIGATION CONTROLLER ASSEMBLY SHALL BE THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. REFER TO ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION. FINAL LOCATION OF THE IRRIGATION CONTROLLER ASSEMBLY SHALL BE APPROVED BY THE
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. ALL SPRINKLER HEADS SHALL BE FIELD
ADJUSTED TO PREVENT OVER SPRAY ONTO THE IRRIGATION CONTROLLER ASSEMBLY ENCLOSURE.
THE SYSTEM IS DESIGNED FOR THE OPERATION OF ONE VALVE AT A TIME PER CONTROLLER. THE SYSTEM HAS
BEEN DESIGNED FOR ONE VALVE OPENING AND ONE VALVE CLOSING.
THE CONTROLLER SHALL BE LOCATED AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE OWNERS
AUTHORIZED REPRESENTATIVE.
CONTRACTOR TO DETERMINE BEST WAY TO PROVIDE INTERNET CONNECTIVITY FOR CONTROLLER IN
PRIORITIZED ORDER PER SITE CONDITIONS. ETHERNET CABLE, WIFI, CELLULAR. COMPONENTS IN
CONTROLLER TO PROVIDE INTERNET CONNECTIVITY WILL VARY.
CONTROLLER
NOTE
TYPE:
MANUFACTURER:
ASSEMBLED BY:
CONTROLLER IDENTIFICATION CONTROLLER PART NUMBER
INTERNET REQUIRED:
FLOW SENSOR CABLE:
INSTALL FLOW SENSOR CABLE IN A 1 1/2" U.L. PVC SCH. 40 GRAY CONDUIT.
CONTROLLER INFORMATION
2 RAIN BIRD
ESP SERIES
ITS
A ESP-LXME-FS-MP
B ESP-TM2-4-120V
ETHERNET REQUIRED
EV-CAB-SEN
Mainline
Mainline
Mainline
Elevation Loss or Gain
Gate Valve(s)
Master Valve
Gate Valve(s)
Total
Pressure Regulator
Drip Kit Valve
Total Pressure Required for Irrigation System
Sub-Total Pressure Required for Irrigation System
Pressure Required to Operate Irrigation Head
Flow Sensor
Lateral Line Losses
Other Losses
Mainline
Backflow RP
Project Name and/or Tract#:
Date and Source of Information:
PRESSURE CALCULATIONS FOR DOMESTIC IRRIGATION
Name of Contact Person and Phone Number:
Basis for Calculations:
P.O.C. Water Meter #:
Water Meter Size and Type:
Water Meter Elevation:
Highest Head Elevation on the System:
Hydraulic Grade Level:
Remote Control Valve#:
Size of Drip Kit Valve:
Demand at Remote Control Valve:
QUANTITY SIZE DESCRIPTION FLOW (GPM)LOSS (PSI)
Water Meter
PRESSURE (PSI)
Static Pressure Available
Residual Pressure
(Subtract Total Pressure from Static Pressure)
(Sub-Total Pressure + )
ARCADIA MIX USE
3/12/21 HYDRAULIC FLOW TEST
TIFFANY LEE
507FH038
FT
FT
74 FT
FURTHEST VALVE
1"
6 GPM
1 2"6 .1
1 1 1/2"6 12
2 6 .01
1 1"6 0
1 1"6 0
192 1 1/2"6 .23
1 1"6 3
(10%)1.3
(10%)1.3
LOSS 32
48
30
88
25%110
54
-56
WATER METER PER CIVIL
RWS-B-C-1402 (.50 GPM)
975XL - 1 1/2" BACKFLOW PREVENTER
LINE SIZE 2 1/2"
AND SMALLER.
3300 - 2" NORMALLY OPEN
MASTER VALVE
QS-200 - ULTRASONIC FLOW SENSOR
33-DLRC - 3/4" QUICK COUPLER VALVE
EFB-CP-PRS-D
LINE SIZE CHECK VALVE
RSD-BEX - RAIN SENSOR
MAINLINE
LATERAL LINE
PVC Sleeves
EXISTING MAINLINE
FLOMEC
SUPERIOR
NIBCO
WILKINS
-
King Bros.
SPARE WIRE PULL BOX-
R
A
30 .50 ---S/L2.51
PVC SCH. 40 IPS WHITE PIPE - SLEEVES SHALL BE INSTALLED FOR ANY
MAINLINE, LATERAL, OR WIRES CROSSING UNDER HARDSCAPE PER
IRRIGATION CONSTRUCTION NOTES. SIZE TO BE TWO TIMES THE PIPE
DIAMETER OR WIRE BUNDLE.
PROTECT IN PLACE.
SMART IRRIGATION CONTROLLER ASSEMBLY LOCATED PER IRRIGATION
PLANS. SEE IRRIGATION CONSTRUCTION NOTES FOR MORE INFORMATION
RAIN SENSOR. VERIFY LOCATION IN FIELD.
PROVIDE SWING CHECK VALVE WHEN DIRECTION OF WATER FLOW IS
UPHILL. PROVIDE SPRING CHECK VALVE WHEN DIRECTION OF FLOW IS
DOWNHILL.
REMOTE CONTROL VALVE. INSTALL IN RECTANGLE VALVE BOX PER
DETAIL.
QUICK COUPLER VALVE WITH LOCKING RUBBER COVER.
INSTALL IN ROUND VALVE BOX PER DETAIL.
SIZE PER PLAN. INSTALL PER DETAIL. SEE IRRIGATION CONSTRUCTION
NOTES FOR ADDITIONAL INFORMATION AND MODEL NUMBERS.
MASTER VALVE TO BE INSTALLED IN RECTANGLE VALVE BOX ADJACENT
TO FLOW SENSOR.
FOR MAINLINE SIZES 3" AND LARGER, USE NIBCO F-619-SON, EPOXY COATED
ASSEMBLE WITH SS HARDWARE. INSTALL IN A 10" ROUND VALVE BOX.
VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. INSTALL WITHIN
STRONG BOX SBBC-45SS STAINLESS STEEL ENCLOSURE PER DETAIL.
SEE CIVIL ENGINEERS PLANS FOR ADDITIONAL INFORMATION.
-
30
O, P/L2.51
-
T/L2.51
A/L2.51
A/L2.52
-
H/L2.51
I/L2.51
T-111 GATE VALVE -
FOUR (4) CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR AND ONE
(1) WHITE COMMON WIRE, 24" COIL MINIMUM.
IRRIGATION MAINLINE - PVC SCH. 40 IPS WHITE PIPE.
PVC SCH. 40 IPS FOR MAINLINE SIZES 1" TO 2"
PVC CLASS 315 IPS FOR MAINLINE SIZES 2 1/2" AND LARGER
SLEEVE MAINLINE PER NOTES AND DETAILS.
LATERAL PIPE - PVC SCH. 40 IPS WHITE PIPE.
MINIMUM PIPE SIZE SHALL BE 3/4" - SIZE LATERALS PER PLAN.
PVC SCH. 40 IPS FOR SIZES 3/4" TO 2 1/2"
PVC CLASS 315 IPS FOR SIZES 3" AND LARGER
-
DESCRIPTION PSI DETAILFLOW RATE IN GPMSYMBOLMODEL NO. WITH NOZZLE SIZE & TYPERAD.MANF.
ESP-LXME-FS-MP
IN
INSTALL PER DETAIL
IRRIGATION VALVE CALLOUT:LATERAL LINE SIZING CHART
PLANT TYPE:
TF
SB
TR
PT
Turf
Shrub / Ground cover
Trees
Pots
DOMESTIC WATER POINT OF CONNECTION
EQUIPMENT SIZES:
POC = WATER METER
WM = WATER METER
BS = BASKET STRAINER
MV = MASTER VALVE
FS = FLOW SENSOR
PLANT MATERIAL
ABBREVIATIONS:
BF MV FS
CONTROLLER
P.O.C.
WM
DOMESTIC WATER METER LOCATION
NOTE # ON SHEET
SEE IRRIGATION CONSTRUCTION
L2.XX1
X
XXXXXXXX
#
X-X
X
X
X
REMOTE CONTROL VALVE KIT WITH PRESSURE REGULATING BASKET
FILTER. INSTALL IN JUMBO RECTANGULAR VALVE BOX PER DETAIL. VALVE
FLOW GPM DETERMINES MODEL.
XCZ-PRB-100-COM 0.3-20 GPM
XCZ-150-LCS 15-62 GPM
SECTION 4216/4217 OF THE
GOVERNMENT CODE
REQUIRES A DIG ALERT
IDENTIFICATION NUMBER BE
ISSUED BEFORE A "PERMIT TO
EXCAVATE" WILL BE VALID.
CALL (2) WORKING DAYS
BEFORE YOU DIG.
1-800-227-2600 OR 811
NETAFIM
SPACE LATERAL ROWS AT 18".
DRIPPER SPACING AT 12".
INSTALL 3" MIN - 6" MAX BELOW GRADE PER SPECIFICATIONS.
APPLICATION RATE: 0.43 IN/HR. TIME TO APPLY 1/4": 36 MINUTES.
INSTALL RAINBIRD AIR RELIEF & MANUAL FLUSH VALVES PER DETAIL
1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO
ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE
SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
2.CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND
SERVICES BEFORE BEGINNING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES
SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS
AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.
3.CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE
COMMENCING WORK.
4.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK
INDICATED HEREIN BEFORE BEGINNING WORK.
5.IRRIGATION AS SHOWN IS A REPRESENTATIVE SYSTEM DIAGRAM. ALL EQUIPMENT SHOWN WITHIN
PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.
6.CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT
IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE
TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR CONTRACTOR SHALL
ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER.
7.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL
BE RESPONSIBLE TO COMPLY WITH APPLICABLE JURISDICTIONAL REQUIREMENTS FOR BOTH
EQUIPMENT AND INSTALLATION.
8.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE
CARRIED. SEE IRRIGATION LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED
IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE
INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND
AT LEAST 12" PAST THE EDGE OF THE PAVING.
9.CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER
AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. IT IS RECOMMENDED TO
MEASURE FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS
MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS.
10.THESE PLANS ARE DIAGRAMMATIC. THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS
SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND
RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF
ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. TREE BUBBLERS AND LATERAL LINES
ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY; THE ACTUAL LOCATIONS SHALL BE WITHIN
THE PLANTER. TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING
PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL
CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING
WORK.
11.ACTUAL LOCATIONS FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND AUTOMATIC
CONTROLLER(S) ARE TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED
REPRESENTATIVE AND LANDSCAPE ARCHITECT.
12.CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO IRRIGATION HEADS AND LATERALS
AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.
13.CONTRACTOR SHALL PROVIDE AN ADDITIONAL PILOT WIRE FROM EACH CONTROLLER ALONG THE
ENTIRETY OF THE MAINLINE ROUTE TO THE LAST REMOTE CONTROL VALVE ON EACH AND EVERY
LEG OF MAIN LINE. LABEL SPARE WIRE AT BOTH ENDS.
14.MAINLINE AND LATERAL LINE PIPING WITHIN BUILDINGS OR STRUCTURES SHALL BE TYPE K
COPPER AND IS SHOWN FOR CLARITY ONLY; ACTUAL DESIGN AND ROUTING SHALL BE COMPLETED
BY THE PLUMBING ENGINEER AND INSTALLED BY THE PLUMBING CONTRACTOR. EACH STUB-OUT
WITHIN EACH PLANTER SHALL HAVE A COPPER FEMALE ADAPTER FOR THE LANDSCAPE
CONTRACTOR CONNECTION. ALL PIPING THROUGH BUILDING TO EXTERIOR AND THROUGH
BUILDING TO UPPER FLOOR SHALL BE PROVIDED BY PLUMBER.
15.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN, AND ARCS SHOWN ON THE PLANS.
ALL HEADS ARE TO BE ADJUSTED ACCORDINGLY TO PREVENT OVERSPRAY ONTO BUILDINGS,
WALLS, FENCES, HARDSCAPE, ETC. THIS INCLUDES BUT IS NOT LIMITED TO, ADJUSTMENT OF
DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS,
REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS, AND THE REPLACEMENT OF
NOZZLES WITH ADJUSTABLE ARC UNITS.
16.THE PREPARATION OF IRRIGATION SYSTEM AS-BUILT DRAWINGS ARE A CONDITION OF THE
CONTRACT. THESE DOCUMENTS SERVE AS WORK PROGRESS SHEETS; CONTRACTOR SHALL
PROVIDE DAILY UPDATES TO THESE PLANS BY NEATLY AND LEGIBLY NOTATING CHANGES FROM
THE CONTRACT DRAWINGS ON THE LOCATION(S), SIZE(S) AND/OR TYPES OF MATERIALS OR
EQUIPMENT AS INSTALLATION OCCURS. ANY GRAPHIC CHANGES SHOULD MATCH THE SYMBOL
NOMENCLATURE AS ILLUSTRATED WITHIN THE CONTRACT DRAWINGS. AS-BUILTS SHALL BE
AVAILABLE AT ALL TIMES FOR REVIEW BY THE OWNER'S AUTHORIZED REPRESENTATIVE OR
LANDSCAPE ARCHITECT.
BUBBLER IN SLEEVE WITH GRATE
INSTALL PER DETAIL
INSTALL PER DETAIL
INSTALL PER DETAIL
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING BELOW GRADEDRIP TRANSITION POINT
DRIP SYSTEM OPERATION INDICATOR
TLSOV - MANUAL FLUSH VALVE
AIR RELIEF VALVE
TREE DRIP RINGS
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
-
0.6 GPH FLOW RATE
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
STATION NO.
GPM
PLANT TYPE
VALVE
SIZE
IRRIGATION LEGEND
MUNRO COMPLETE PRO IIMUNRO
VERIFY AND COORDINATE LOCATION IN FIELD. COORDINATE POWER
SOURCE PRIOR TO ORDERING. INSTALL PER MANUFACTURER'S
SPECIFICATIONS. REFER TO BOOSTER PUMP NOTES/SPEC FOR MORE
INFORMATION.
BP G/L2.52
IRRIGATION DRIPLINE -
XFS-CV-06-12
RAIN BIRD
(SHRUB)
Q/L2.51
E/L2.52
R/L2.51
C/L2.52
-
F, G/L2.51
J, K/L2.51
D/L2.51
E/L2.51
M/L2.51
L/L2.51
N/L2.51
H/L2.51
B SMART IRRIGATION CONTROLLER ASSEMBLY LOCATED PER IRRIGATION
PLANS. SEE IRRIGATION CONSTRUCTION NOTES FOR MORE INFORMATION A/L2.51ESP-TM2-4-120VRAIN BIRD
075-ASVF REMOTE CONTROL VALVE WITH ATMOSPHERIC BACKFLOW PREVENTERRAIN BIRD K/L2.52
1402 ON 1802 W/ PA-80RAIN BIRD FLOOD BUBBLER ON 2" POP-UP SPRAY HEAD 30 .50 ---J/L2.52
-
O/L2.52
-MODEL PER POT LEGEND, SHEET L3.00-INTERNAL, MODULE IRRIGATION RESERVOIR -----L/L3.51PRESSURE MAINLINE PLUMBING P.O.C.
CONNECT PRESSURE MAINLINE PIPING TO PLUMBING STUB-OUT PROVIDED BY PLUMBING CONTRACTOR (TYPICAL).
VERIFY LOCATION IN FIELD. EXACT LOCATION TO BE NOTED ON AS-BUILT RECORD DRAWINGS. IRRIGATION PIPING
SHALL BE SECURED TO STRUCTURE WITH STRUCTURE PENETRATION TO LANDSCAPE PLANTER ABOVE, COPPER
PIPE, COPPER FITTINGS, AND PENETRATION BY PLUMBING CONTRACTOR. PENETRATION SHOWN FOR DESIGN
CLARIFICATION ONLY. PLUMBING CONTRACTOR TO DESIGN-BUILD IRRIGATION PLUMBING BASED ON THE IRRIGATION
DESIGN PLANS. ALL INSTALLATION BY PLUMBING CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL
CODES/REGULATIONS. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL
WATER PROOF ALL STRUCTURE PENETRATIONS, SIZE NOTED.
NON-PRESSURE LATERAL PLUMBING P.O.C.
CONNECT NON-PRESSURE LATERAL PIPING TO PLUMBING STUB-OUT PROVIDED BY PLUMBING CONTRACTOR
(TYPICAL). VERIFY LOCATION IN FIELD. EXACT LOCATION TO BE NOTED ON AS-BUILT RECORD DRAWINGS. IRRIGATION
PIPING SHALL BE SECURED TO STRUCTURE WITH STRUCTURE PENETRATION TO LANDSCAPE PLANTER ABOVE,
COPPER PIPE, COPPER FITTINGS, AND PENETRATION BY PLUMBING CONTRACTOR. PENETRATION SHOWN FOR
DESIGN CLARIFICATION ONLY. PLUMBING CONTRACTOR TO DESIGN-BUILD IRRIGATION PLUMBING BASED ON THE
IRRIGATION DESIGN PLANS. ALL INSTALLATION BY PLUMBING CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL
CODES/REGULATIONS. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL
WATER PROOF ALL STRUCTURE PENETRATIONS, SIZE NOTED.
IRRIGATION CONTROL WIRE CONDUIT
IRRIGATION CONTROL WIRE CONDUIT FROM AUTOMATIC CONTROLLER TO PLANTERS. ALL CONDUIT, "J"-BOXES,
SWEEP ELLS, ETC. REQUIRED TO INSTALL IRRIGATION CONTROL WIRE SHALL BE PROVIDED BY THE ELECTRICAL
CONTRACTOR. VERIFY LOCATION IN FIELD. IRRIGATION CONTROL WIRE FROM THE AUTOMATIC CONTROLLER TO
ELECTRIC CONTROL VALVES SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR.
VALVES SHALL BE INSTALLED BY THE IRRIGATION CONTRACTOR. PENETRATION SHOWN FOR DESIGN CLARIFICATION
ONLY. ELECTRICAL CONTRACTOR TO DESIGN-BUILD IRRIGATION CONTROL WIRE CONDUITS BASED ON THE
IRRIGATION DESIGN PLANS. ALL INSTALLATION BY ELECTRICAL CONTRACTOR SHALL COMPLY WITH STATE AND
LOCAL CODES/REGULATIONS. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR
SHALL WATER PROOF ALL STRUCTURE PENETRATIONS, SIZE NOTED.
PODIUM SIDE WALL PENETRATION FOR PRESSURE MAINLINE, CONTROL WIRE CONDUIT OR NON-PRESSURE LATERAL
LINE- TRANSITION FROM PVC TO COPPER PIPE AT PODIUM SIDE WALL PENETRATION. IRRIGATION CONTRACTOR
SHALL CONNECT TO COPPER PIPE BELOW FINISH GRADE IN PERIMETER LANDSCAPE PLANTER.
PRESSURIZED MAINLINE POINT OF CONNECTION TO FLOOR BELOW OR FLOOR ABOVE. DIRECTION OF CONTINUING
MAINLINE TO PENETRATE CEILING ABOVE OR FLOOR BELOW PER PLANS.
PENETRATION IRRIGATION LEGEND
L2.00
MASTER
IRRIGATION
LEGEND &
NOTES
J
J
A
R
BP
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L2.00 FOR MASTER
IRRIGATION SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Key Map
L2.03L2.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
L2.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
2
.
0
3
E. SANTA CLARA STREET
PROPERTY LINE
MATCH LINE - SEE SHEET L2.02
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING BUILDING
EXISTING BUILDING
(NOT A PART)
(NOT A PART)
EXISTING BUILDING
(NOT A PART)
PR
O
P
E
R
T
Y
L
I
N
E
A-1
1"
12
SB
LOW
A-2
1"
X
TR
LOW
A-3
1"
4
TR
LOW
A-4
1"
8
SB
LOW
A-5
1"
5
VN
MED
WATER METER PER CIVIL
RWS-B-C-1402 (.50 GPM)
975XL - 1 1/2" BACKFLOW PREVENTER
LINE SIZE 2 1/2"
AND SMALLER.
3300 - 2" NORMALLY OPEN
MASTER VALVE
QS-200 - ULTRASONIC FLOW SENSOR
33-DLRC - 3/4" QUICK COUPLER VALVE
EFB-CP-PRS-D
LINE SIZE CHECK VALVE
RSD-BEX - RAIN SENSOR
MAINLINE
LATERAL LINE
PVC Sleeves
EXISTING MAINLINE
FLOMEC
SUPERIOR
NIBCO
WILKINS
-
King Bros.
SPARE WIRE PULL BOX-
R
A
T-111 GATE VALVE -
-
SYMBOL MODEL NO. WITH NOZZLE SIZE & TYPERAD.MANF.
ESP-LXME-FS-MP
IN
IRRIGATION VALVE CALLOUT:LATERAL LINE SIZING CHART
X-X
X
X
X
XCZ-PRB-100-COM 0.3-20 GPM
XCZ-150-LCS 15-62 GPM
NETAFIM
DRIP TRANSITION POINT
DRIP SYSTEM OPERATION INDICATOR
TLSOV - MANUAL FLUSH VALVE
AIR RELIEF VALVE
TREE DRIP RINGS
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
-
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
STATION NO.
GPM
PLANT TYPE
VALVE
SIZE
IRRIGATION LEGEND
MUNRO COMPLETE PRO IIMUNROBP
IRRIGATION DRIPLINE -
XFS-CV-06-12
RAIN BIRD
(SHRUB)
B ESP-TM2-4-120VRAIN BIRD
075-ASVFRAIN BIRD
1402 ON 1802 W/ PA-80RAIN BIRD
-
-MODEL PER POT LEGEND, SHEET L3.00-
1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDED
TO BE DIAGRAMMATICAL. ALL IRRIGATION EQUIPMENT, PIPING, AND VALVE
LOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION AND SHALL ONLY BE INSTALLED IN PLANTING AREAS.
IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES,
QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR AS
APPROVED BY OWNERS REPRESENTATIVE AND THE LANDSCAPE
IRRIGATION DESIGNER. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER
SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES.
2.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO
ENSURE 120V POWER SUPPLY AND COORDINATE WITH ETHERNET
CONNECTION ARE AVAILABLE AT ALL NEW IRRIGATION CONTROLLER
LOCATIONS.
3.FOR MORE INFORMATION SEE SHEET L2.00 FOR MASTER IRRIGATION
LEGEND.
1.SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPE AND CONTROL WIRE
CONDUIT UNDER PAVING ( TYPICAL). REFER TO IRRIGATION SLEEVE SIZES
AND CONTROL WIRE CONDUIT CHARTS FOR APPROPRIATE SLEEVE AND
CONDUIT SIZING.
2.FOR DRAWING CLARITY, NOT ALL IRRIGATION SLEEVES ARE SIZED BUT
SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTORS BID.
ALSO, FOR DRAWING CLARITY, NOT ALL CONDUITS AND IRRIGATION
SLEEVES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION
OF SLEEVES AND CONDUITS OF APPROPRIATE SIZE UNDER ALL PAVED
AREAS AS WELL AS ALL SLEEVE PIPES AND CONDUITS THAT ARE SHOWN
ON THE DRAWINGS.
3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
THEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OF
SEATWALLS, LOCATION OF RETAINING WALLS, ETC. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL IRRIGATION WORK WITH
THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND ALL OTHER
SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF
IRRIGATION RELATED SLEEVES THROUGH WALLS, STRUCTURES, UNDER
ROADWAYS, PAVING ETC.
IRRIGATION NOTES
SLEEVE AND CONDUIT NOTES
PIPE SIZE
SLEEVE SIZE
IRRIGATION SLEEVE SIZING CHART
3"2-1/2"2"1-1/2"1-1/41"3/4"
3"3"3"4"4"4"6"
SLEEVE SIZE
WIRES IN SLEEVE
CONTROL WIRE CONDUIT SIZING CHART
3"
25-40
4"
41-48
2-1/2"
17-24
2" MIN.
0-16
1- 1/2"1- 1/2"
1"
1"1"
1-
1
/
2
"
1-
1
/
2
"
1-
1
/
2
"
1-
1
/
2
"
1"1"
L2.01
IRRIGATION
PLAN -
GROUND LEVEL
J
A
R
BP
0 5 10 20 Feet
Scale: 1" = 10'
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
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A
ST
R
E
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T
AR
C
A
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A
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C
A
91
0
0
6
MI
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C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
REFER TO SHEET L2.00 FOR MASTER
IRRIGATION SCHEDULES AND NOTES
Key Map
L2.03L2.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
L2.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
WHEELER AVENUE
PROPERTY LINE
MATCH LINE - SEE SHEET L2.01 MATCH LINE - SEE SHEET L2.03PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
SOUTHWEST CORNER
SCALE: 1" = 10'-0"
MA
T
C
H
L
I
N
E
-
S
E
E
E
N
L
A
R
G
E
M
E
N
T
,
T
H
I
S
S
H
E
E
T
WATER METER PER CIVIL
RWS-B-C-1402 (.50 GPM)
975XL - 1 1/2" BACKFLOW PREVENTER
LINE SIZE 2 1/2"
AND SMALLER.
3300 - 2" NORMALLY OPEN
MASTER VALVE
QS-200 - ULTRASONIC FLOW SENSOR
33-DLRC - 3/4" QUICK COUPLER VALVE
EFB-CP-PRS-D
LINE SIZE CHECK VALVE
RSD-BEX - RAIN SENSOR
MAINLINE
LATERAL LINE
PVC Sleeves
EXISTING MAINLINE
FLOMEC
SUPERIOR
NIBCO
WILKINS
-
King Bros.
SPARE WIRE PULL BOX-
R
A
T-111 GATE VALVE -
-
SYMBOL MODEL NO. WITH NOZZLE SIZE & TYPERAD.MANF.
ESP-LXME-FS-MP
IN
IRRIGATION VALVE CALLOUT:LATERAL LINE SIZING CHART
X-X
X
X
X
XCZ-PRB-100-COM 0.3-20 GPM
XCZ-150-LCS 15-62 GPM
NETAFIM
DRIP TRANSITION POINT
DRIP SYSTEM OPERATION INDICATOR
TLSOV - MANUAL FLUSH VALVE
AIR RELIEF VALVE
TREE DRIP RINGS
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
-
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
STATION NO.
GPM
PLANT TYPE
VALVE
SIZE
IRRIGATION LEGEND
MUNRO COMPLETE PRO IIMUNROBP
IRRIGATION DRIPLINE -
XFS-CV-06-12
RAIN BIRD
(SHRUB)
B ESP-TM2-4-120VRAIN BIRD
075-ASVFRAIN BIRD
1402 ON 1802 W/ PA-80RAIN BIRD
-
-MODEL PER POT LEGEND, SHEET L3.00-
1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDED
TO BE DIAGRAMMATICAL. ALL IRRIGATION EQUIPMENT, PIPING, AND VALVE
LOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION AND SHALL ONLY BE INSTALLED IN PLANTING AREAS.
IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES,
QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR AS
APPROVED BY OWNERS REPRESENTATIVE AND THE LANDSCAPE
IRRIGATION DESIGNER. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER
SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES.
2.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO
ENSURE 120V POWER SUPPLY AND COORDINATE WITH ETHERNET
CONNECTION ARE AVAILABLE AT ALL NEW IRRIGATION CONTROLLER
LOCATIONS.
3.FOR MORE INFORMATION SEE SHEET L2.00 FOR MASTER IRRIGATION
LEGEND.
1.SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPE AND CONTROL WIRE
CONDUIT UNDER PAVING ( TYPICAL). REFER TO IRRIGATION SLEEVE SIZES
AND CONTROL WIRE CONDUIT CHARTS FOR APPROPRIATE SLEEVE AND
CONDUIT SIZING.
2.FOR DRAWING CLARITY, NOT ALL IRRIGATION SLEEVES ARE SIZED BUT
SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTORS BID.
ALSO, FOR DRAWING CLARITY, NOT ALL CONDUITS AND IRRIGATION
SLEEVES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION
OF SLEEVES AND CONDUITS OF APPROPRIATE SIZE UNDER ALL PAVED
AREAS AS WELL AS ALL SLEEVE PIPES AND CONDUITS THAT ARE SHOWN
ON THE DRAWINGS.
3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
THEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OF
SEATWALLS, LOCATION OF RETAINING WALLS, ETC. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL IRRIGATION WORK WITH
THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND ALL OTHER
SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF
IRRIGATION RELATED SLEEVES THROUGH WALLS, STRUCTURES, UNDER
ROADWAYS, PAVING ETC.
IRRIGATION NOTES
SLEEVE AND CONDUIT NOTES
A-6
1"
1
TR
MED
A-7
1"
10
SB
LOW
PIPE SIZE
SLEEVE SIZE
IRRIGATION SLEEVE SIZING CHART
3"2-1/2"2"1-1/2"1-1/41"3/4"
3"3"3"4"4"4"6"
SLEEVE SIZE
WIRES IN SLEEVE
CONTROL WIRE CONDUIT SIZING CHART
3"
25-40
4"
41-48
2-1/2"
17-24
2" MIN.
0-16
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
T
H
I
S
S
H
E
E
T
PROPERTY LINE
EXISTING BLDG.
WHEELER AVENUE
1- 1/2"
1-
1
/
2
"
1-
1
/
2
"
1"1"1"
L2.02
IRRIGATION
PLAN -
GROUND LEVEL
A
R
BP
J
A
R
BP
0 5 10 20 Feet
Scale: 1" = 10'
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
REFER TO SHEET L2.00 FOR MASTER
IRRIGATION SCHEDULES AND NOTES
Key Map
L2.03L2.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
L2.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
AC
C
E
S
S
A
L
L
E
Y
PR
O
P
E
R
T
Y
L
I
N
E
MATCH LINE - SEE SHEET L2.02
E. SANTA CLARA STREET
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
2
.
0
1
WEATHER SENSOR LOCATION IS
DIAGRAMMATIC. OPEN TO THE AIR & FREE
OF ANY OBSTRUCTIONS. VERIFY LOCATION
IN FIELD. CONTRACTOR SHALL ENSURE A
DIRECT LINE OF SIGHT BETWEEN THE
SENSOR & IRRIGATION CONTROLLER ON
SITE.
CONTROLLER LOCATION IS DIAGRAMMATIC
AND FINAL LOCATION TO BE COORDINATED
& APPROVED WITH OWNER. INSTALL IN
VANDAL RESISTANT, LOCKABLE STAINLESS
STEEL WALL MOUNTED ENCLOSURE.
MODEL & MANUFACTURER PER IRRIGATION
LEGEND. POWER SUPPLY SHALL BE
PROVIDED ON THE ELECTRICAL
ENGINEER'S PLANS.
BF MV FS
CONTROLLER
P.O.C.
WM
DOMESTIC WATER METER LOCATION
NOTE # ON SHEET
SEE IRRIGATION CONSTRUCTION L2.001
A
2"2"1 1/2"N/A
1
LOCATION OF MAINLINE IS
DIAGRAMMATIC. MAINLINE TO
RUN THROUGH PARKING
GARAGE TO WESTSIDE OF SITE.
IRRIGATION POINT OF CONNECTION TO
BUILDING. MAINLINE TO TRANSITION FROM
BURIED PVC TO COPPER PIPE. LOCATIONS
SHOWN ARE DIAGRAMMATIC. SHIFTS IN SLEEVE
LOCATIONS ARE OK WHEN NEEDED TO AVOID
UNDERGROUND UTILITIES/STRUCTURES
PENETRATION TO FLOOR ABOVE
A-8
1"
5
VN
WATER METER PER CIVIL
RWS-B-C-1402 (.50 GPM)
975XL - 1 1/2" BACKFLOW PREVENTER
LINE SIZE 2 1/2"
AND SMALLER.
3300 - 2" NORMALLY OPEN
MASTER VALVE
QS-200 - ULTRASONIC FLOW SENSOR
33-DLRC - 3/4" QUICK COUPLER VALVE
EFB-CP-PRS-D
LINE SIZE CHECK VALVE
RSD-BEX - RAIN SENSOR
MAINLINE
LATERAL LINE
PVC Sleeves
EXISTING MAINLINE
FLOMEC
SUPERIOR
NIBCO
WILKINS
-
King Bros.
SPARE WIRE PULL BOX-
R
A
T-111 GATE VALVE -
-
SYMBOL MODEL NO. WITH NOZZLE SIZE & TYPERAD.MANF.
ESP-LXME-FS-MP
IN
IRRIGATION VALVE CALLOUT:LATERAL LINE SIZING CHART
X-X
X
X
X
XCZ-PRB-100-COM 0.3-20 GPM
XCZ-150-LCS 15-62 GPM
NETAFIM
DRIP TRANSITION POINT
DRIP SYSTEM OPERATION INDICATOR
TLSOV - MANUAL FLUSH VALVE
AIR RELIEF VALVE
TREE DRIP RINGS
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
-
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
STATION NO.
GPM
PLANT TYPE
VALVE
SIZE
IRRIGATION LEGEND
MUNRO COMPLETE PRO IIMUNROBP
IRRIGATION DRIPLINE -
XFS-CV-06-12
RAIN BIRD
(SHRUB)
B ESP-TM2-4-120VRAIN BIRD
075-ASVFRAIN BIRD
1402 ON 1802 W/ PA-80RAIN BIRD
-
-MODEL PER POT LEGEND, SHEET L3.00-
1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDED
TO BE DIAGRAMMATICAL. ALL IRRIGATION EQUIPMENT, PIPING, AND VALVE
LOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION AND SHALL ONLY BE INSTALLED IN PLANTING AREAS.
IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES,
QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR AS
APPROVED BY OWNERS REPRESENTATIVE AND THE LANDSCAPE
IRRIGATION DESIGNER. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER
SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES.
2.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO
ENSURE 120V POWER SUPPLY AND COORDINATE WITH ETHERNET
CONNECTION ARE AVAILABLE AT ALL NEW IRRIGATION CONTROLLER
LOCATIONS.
3.FOR MORE INFORMATION SEE SHEET L2.00 FOR MASTER IRRIGATION
LEGEND.
1.SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPE AND CONTROL WIRE
CONDUIT UNDER PAVING ( TYPICAL). REFER TO IRRIGATION SLEEVE SIZES
AND CONTROL WIRE CONDUIT CHARTS FOR APPROPRIATE SLEEVE AND
CONDUIT SIZING.
2.FOR DRAWING CLARITY, NOT ALL IRRIGATION SLEEVES ARE SIZED BUT
SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTORS BID.
ALSO, FOR DRAWING CLARITY, NOT ALL CONDUITS AND IRRIGATION
SLEEVES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION
OF SLEEVES AND CONDUITS OF APPROPRIATE SIZE UNDER ALL PAVED
AREAS AS WELL AS ALL SLEEVE PIPES AND CONDUITS THAT ARE SHOWN
ON THE DRAWINGS.
3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
THEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OF
SEATWALLS, LOCATION OF RETAINING WALLS, ETC. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL IRRIGATION WORK WITH
THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND ALL OTHER
SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF
IRRIGATION RELATED SLEEVES THROUGH WALLS, STRUCTURES, UNDER
ROADWAYS, PAVING ETC.
IRRIGATION NOTES
SLEEVE AND CONDUIT NOTES
PIPE SIZE
SLEEVE SIZE
IRRIGATION SLEEVE SIZING CHART
3"2-1/2"2"1-1/2"1-1/41"3/4"
3"3"3"4"4"4"6"
SLEEVE SIZE
WIRES IN SLEEVE
CONTROL WIRE CONDUIT SIZING CHART
3"
25-40
4"
41-48
2-1/2"
17-24
2" MIN.
0-16
VALVES LOCATED IN PAVEMENT TO BE
PLACED IN 1118 OLDCASTLE POLYMER
SEE DETAIL O/L2.52
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
POTS TO UTILIZE INTERNAL IRRIGATION
RESERVOIR AND DRAINAGE SYSTEM,. NO
PENETRATIONS THROUGH POT. SEE DETAIL
L/L3.51 . REFER TO POT LEGEND, SHEET
L3.00 FOR FURTHER INFORMATION
1- 1/2"
1- 1/2"
1-
1
/
2
"
1-
1
/
2
"
1-
1
/
2
"
1- 1/2"
1- 1/2"
L2.03
IRRIGATION
PLAN -
GROUND LEVEL
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L2.00 FOR MASTER
IRRIGATION SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L2.04A
PENETRATION
PLAN -
PODIUM AND
ROOF LEVEL
PRESSURE MAINLINE PLUMBING P.O.C.
CONNECT PRESSURE MAINLINE PIPING TO PLUMBING STUB-OUT PROVIDED BY PLUMBING CONTRACTOR (TYPICAL).
VERIFY LOCATION IN FIELD. EXACT LOCATION TO BE NOTED ON AS-BUILT RECORD DRAWINGS. IRRIGATION PIPING
SHALL BE SECURED TO STRUCTURE WITH STRUCTURE PENETRATION TO LANDSCAPE PLANTER ABOVE, COPPER
PIPE, COPPER FITTINGS, AND PENETRATION BY PLUMBING CONTRACTOR. PENETRATION SHOWN FOR DESIGN
CLARIFICATION ONLY. PLUMBING CONTRACTOR TO DESIGN-BUILD IRRIGATION PLUMBING BASED ON THE IRRIGATION
DESIGN PLANS. ALL INSTALLATION BY PLUMBING CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL
CODES/REGULATIONS. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL
WATER PROOF ALL STRUCTURE PENETRATIONS, SIZE NOTED.
NON-PRESSURE LATERAL PLUMBING P.O.C.
CONNECT NON-PRESSURE LATERAL PIPING TO PLUMBING STUB-OUT PROVIDED BY PLUMBING CONTRACTOR
(TYPICAL). VERIFY LOCATION IN FIELD. EXACT LOCATION TO BE NOTED ON AS-BUILT RECORD DRAWINGS. IRRIGATION
PIPING SHALL BE SECURED TO STRUCTURE WITH STRUCTURE PENETRATION TO LANDSCAPE PLANTER ABOVE,
COPPER PIPE, COPPER FITTINGS, AND PENETRATION BY PLUMBING CONTRACTOR. PENETRATION SHOWN FOR
DESIGN CLARIFICATION ONLY. PLUMBING CONTRACTOR TO DESIGN-BUILD IRRIGATION PLUMBING BASED ON THE
IRRIGATION DESIGN PLANS. ALL INSTALLATION BY PLUMBING CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL
CODES/REGULATIONS. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL
WATER PROOF ALL STRUCTURE PENETRATIONS, SIZE NOTED.
IRRIGATION CONTROL WIRE CONDUIT
IRRIGATION CONTROL WIRE CONDUIT FROM AUTOMATIC CONTROLLER TO PLANTERS. ALL CONDUIT, "J"-BOXES,
SWEEP ELLS, ETC. REQUIRED TO INSTALL IRRIGATION CONTROL WIRE SHALL BE PROVIDED BY THE ELECTRICAL
CONTRACTOR. VERIFY LOCATION IN FIELD. IRRIGATION CONTROL WIRE FROM THE AUTOMATIC CONTROLLER TO
ELECTRIC CONTROL VALVES SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR.
VALVES SHALL BE INSTALLED BY THE IRRIGATION CONTRACTOR. PENETRATION SHOWN FOR DESIGN CLARIFICATION
ONLY. ELECTRICAL CONTRACTOR TO DESIGN-BUILD IRRIGATION CONTROL WIRE CONDUITS BASED ON THE
IRRIGATION DESIGN PLANS. ALL INSTALLATION BY ELECTRICAL CONTRACTOR SHALL COMPLY WITH STATE AND
LOCAL CODES/REGULATIONS. COORDINATE ALL WORK WITH GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR
SHALL WATER PROOF ALL STRUCTURE PENETRATIONS, SIZE NOTED.
PODIUM SIDE WALL PENETRATION FOR PRESSURE MAINLINE, CONTROL WIRE CONDUIT OR NON-PRESSURE LATERAL
LINE- TRANSITION FROM PVC TO COPPER PIPE AT PODIUM SIDE WALL PENETRATION. IRRIGATION CONTRACTOR
SHALL CONNECT TO COPPER PIPE BELOW FINISH GRADE IN PERIMETER LANDSCAPE PLANTER.
PRESSURIZED MAINLINE POINT OF CONNECTION TO FLOOR BELOW OR FLOOR ABOVE. DIRECTION OF CONTINUING
MAINLINE TO PENETRATE CEILING ABOVE OR FLOOR BELOW PER PLANS.
PENETRATION IRRIGATION LEGEND
1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDED
TO BE DIAGRAMMATICAL. ALL IRRIGATION EQUIPMENT, PIPING, AND VALVE
LOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION AND SHALL ONLY BE INSTALLED IN PLANTING AREAS.
IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES,
QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR AS
APPROVED BY OWNERS REPRESENTATIVE AND THE LANDSCAPE
IRRIGATION DESIGNER. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER
SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES.
2.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO
ENSURE 120V POWER SUPPLY AND COORDINATE WITH ETHERNET
CONNECTION ARE AVAILABLE AT ALL NEW IRRIGATION CONTROLLER
LOCATIONS.
3.FOR MORE INFORMATION SEE SHEET L2.00 FOR MASTER IRRIGATION
LEGEND.
1.SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPE AND CONTROL WIRE
CONDUIT UNDER PAVING ( TYPICAL). REFER TO IRRIGATION SLEEVE SIZES
AND CONTROL WIRE CONDUIT CHARTS FOR APPROPRIATE SLEEVE AND
CONDUIT SIZING.
2.FOR DRAWING CLARITY, NOT ALL IRRIGATION SLEEVES ARE SIZED BUT
SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTORS BID.
ALSO, FOR DRAWING CLARITY, NOT ALL CONDUITS AND IRRIGATION
SLEEVES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION
OF SLEEVES AND CONDUITS OF APPROPRIATE SIZE UNDER ALL PAVED
AREAS AS WELL AS ALL SLEEVE PIPES AND CONDUITS THAT ARE SHOWN
ON THE DRAWINGS.
3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
THEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OF
SEATWALLS, LOCATION OF RETAINING WALLS, ETC. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL IRRIGATION WORK WITH
THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND ALL OTHER
SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF
IRRIGATION RELATED SLEEVES THROUGH WALLS, STRUCTURES, UNDER
ROADWAYS, PAVING ETC.
IRRIGATION NOTES
SLEEVE AND CONDUIT NOTES
PIPE SIZE
SLEEVE SIZE
IRRIGATION SLEEVE SIZING CHART
3"2-1/2"2"1-1/2"1-1/41"3/4"
3"3"3"4"4"4"6"
SLEEVE SIZE
WIRES IN SLEEVE
CONTROL WIRE CONDUIT SIZING CHART
3"
25-40
4"
41-48
2-1/2"
17-24
2" MIN.
0-16
E. SANTA CLARA STREET
PROPERTY LINE
PRESSURE MAINLINE ROUTING WITHIN
BUILDING IS DIAGRAMATTIC; REFER TO
PLUMBING FOR FINAL LAYOUT
IRRIGATION MAINLINE PENETRATION AT
LEVEL BELOW FOR PODIUM LEVEL
IRRIGATION. CONTRACTOR TO CONFIRM
FINAL LOCATION IN COORDINATION WITH
PLUMBING PENETRATIONS
1-
1
/
2
"
1-
1
/
2
"
1-
1
/
2
"
1-
1
/
2
"
1- 1/2"1- 1/2"
1- 1/2"
1- 1/2"
B
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L2.00 FOR MASTER
IRRIGATION SCHEDULES AND NOTES
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57
9
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8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
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2
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C
O
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SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L2.04B
IRRIGATION
PLAN -
PODIUM AND
ROOF LEVEL
WATER METER PER CIVIL
RWS-B-C-1402 (.50 GPM)
975XL - 1 1/2" BACKFLOW PREVENTER
LINE SIZE 2 1/2"
AND SMALLER.
3300 - 2" NORMALLY OPEN
MASTER VALVE
QS-200 - ULTRASONIC FLOW SENSOR
33-DLRC - 3/4" QUICK COUPLER VALVE
EFB-CP-PRS-D
LINE SIZE CHECK VALVE
RSD-BEX - RAIN SENSOR
MAINLINE
LATERAL LINE
PVC Sleeves
EXISTING MAINLINE
FLOMEC
SUPERIOR
NIBCO
WILKINS
-
King Bros.
SPARE WIRE PULL BOX-
R
A
T-111 GATE VALVE -
-
SYMBOL MODEL NO. WITH NOZZLE SIZE & TYPERAD.MANF.
ESP-LXME-FS-MP
IN
IRRIGATION VALVE CALLOUT:LATERAL LINE SIZING CHART
X-X
X
X
X
XCZ-PRB-100-COM 0.3-20 GPM
XCZ-150-LCS 15-62 GPM
NETAFIM
DRIP TRANSITION POINT
DRIP SYSTEM OPERATION INDICATOR
TLSOV - MANUAL FLUSH VALVE
AIR RELIEF VALVE
TREE DRIP RINGS
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
-
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
RAIN BIRD
STATION NO.
GPM
PLANT TYPE
VALVE
SIZE
IRRIGATION LEGEND
MUNRO COMPLETE PRO IIMUNROBP
IRRIGATION DRIPLINE -
XFS-CV-06-12
RAIN BIRD
(SHRUB)
B ESP-TM2-4-120VRAIN BIRD
075-ASVFRAIN BIRD
1402 ON 1802 W/ PA-80RAIN BIRD
-
-MODEL PER POT LEGEND, SHEET L3.00-
E. SANTA CLARA STREET
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
ROOF DECK
SCALE: 1" = 10'-0"
1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDED
TO BE DIAGRAMMATICAL. ALL IRRIGATION EQUIPMENT, PIPING, AND VALVE
LOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION AND SHALL ONLY BE INSTALLED IN PLANTING AREAS.
IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES,
QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR AS
APPROVED BY OWNERS REPRESENTATIVE AND THE LANDSCAPE
IRRIGATION DESIGNER. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER
SYSTEM, PLANTING, AND ARCHITECTURAL FEATURES.
2.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO
ENSURE 120V POWER SUPPLY AND COORDINATE WITH ETHERNET
CONNECTION ARE AVAILABLE AT ALL NEW IRRIGATION CONTROLLER
LOCATIONS.
3.FOR MORE INFORMATION SEE SHEET L2.00 FOR MASTER IRRIGATION
LEGEND.
1.SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPE AND CONTROL WIRE
CONDUIT UNDER PAVING ( TYPICAL). REFER TO IRRIGATION SLEEVE SIZES
AND CONTROL WIRE CONDUIT CHARTS FOR APPROPRIATE SLEEVE AND
CONDUIT SIZING.
2.FOR DRAWING CLARITY, NOT ALL IRRIGATION SLEEVES ARE SIZED BUT
SHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTORS BID.
ALSO, FOR DRAWING CLARITY, NOT ALL CONDUITS AND IRRIGATION
SLEEVES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION
OF SLEEVES AND CONDUITS OF APPROPRIATE SIZE UNDER ALL PAVED
AREAS AS WELL AS ALL SLEEVE PIPES AND CONDUITS THAT ARE SHOWN
ON THE DRAWINGS.
3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING
THEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OF
SEATWALLS, LOCATION OF RETAINING WALLS, ETC. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL IRRIGATION WORK WITH
THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND ALL OTHER
SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF
IRRIGATION RELATED SLEEVES THROUGH WALLS, STRUCTURES, UNDER
ROADWAYS, PAVING ETC.
IRRIGATION NOTES
SLEEVE AND CONDUIT NOTES
PIPE SIZE
SLEEVE SIZE
IRRIGATION SLEEVE SIZING CHART
3"2-1/2"2"1-1/2"1-1/41"3/4"
3"3"3"4"4"4"6"
SLEEVE SIZE
WIRES IN SLEEVE
CONTROL WIRE CONDUIT SIZING CHART
3"
25-40
4"
41-48
2-1/2"
17-24
2" MIN.
0-16
A-14
1"
2
SB
A-12
1"
8
SB
A-13
1"
3
TR
A-9
1"
5
SB
A-10
1"
6
SB
A-11
1"
1
TR
REMOTE CONTROLLER TO BE PUT UNDER
CABINET
ANTI-SIPHON VALVE WITH DRIP FILTER TO TAP
INTO DOMESTIC WATER. REFER TO DETAIL
K/L2.52
HOSE BIB CONNECTED TO DOMESTIC WATER
PER PLUMBING
POTS TO UTILIZE INTERNAL IRRIGATION
RESERVOIR AND DRIANAGE SYSTEM,. NO
PENETRATIONS THROUGH POT. SEE DETAIL
K/L3.51 . REFER TO POT LEGEND, SHEET
L3.00 FOR FURTHER INFORMATION
POTS TO UTILIZE INTERNAL IRRIGATION
RESERVOIR AND DRIANAGE SYSTEM,. NO
PENETRATIONS THROUGH POT. SEE DETAIL
K/L3.51 . REFER TO POT LEGEND, SHEET
L3.00 FOR FURTHER INFORMATION
1-
1
/
2
"
1-
1
/
2
"
1- 1/2"
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ISSUANCE NAME DATE
57
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8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
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A
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6
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7
9
5
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2
0
0
8
EP
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I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L2.51
IRRIGATION
DETAILS
Scale: 1 1/2"-1'-0"
HE
I
G
H
T
LENGTHWIDTH
4"
4
2
A
8
4
5
3 3
7
2
B
6
1
A B
6
1.BACKFLOW PREVENTER ENCLOSURE -
CGS - COAST GUARD SHACK
MANUFACTURED BY BPDI. STAINLESS
STEEL WITH CLEAR POWDER COATED
FINISH. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
2.FINISH SURFACE
3.4" CONCRETE PAD
4.WELD 4" GALVANIZED STEEL HINGES (2)
5.1/2" x 1" LONG GALVANIZED
VANDAL-PROOF BOLTS
6.HILTI KWIK BOLT II EXPANSION ANCHOR
7.MOUNTING FRAME 1" x 1" x 1/8"
GALVANIZED ANGLE IRON BASE
8.1/2" x 2 1/4" ZINC PLATED EYE BOLT
NOTES:
A.AFTER ALL WELDING, ENTIRE UNIT SHALL
BE PROCESSED WITH IRON PHOSPHATE
TREATMENT. ELECTROSTATIC
APPLICATION OF POWDER SHALL BE
FUSION BONDED AS APPROVED BY
LANDSCAPE ARCHITECT. SEE IRRIGATION
LEGEND FOR FINISH
B.ALL BOLTS FOR HINGES AND HASPS SHALL
BE TAMPER PROOF STAINLESS STEEL
C.CAGE MUST CLEAR ASSEMBLY WHEN
OPENING AND CLOSING
D.ENCASE ALL BURIED METALLIC SURFACES
WITH POLYETHYLENE WRAP (8 MIL.) AS
SPECIFIED BY AWWA C105
CGS = Stainless Steel BPDI Coast Guard Shack
W/Sand Blasted Satin Finish And Clear
Powder Coating.
Enclosure for Backflow Preventer
Padlocking Detail Hinge Detail
Side View Front View
BRASS NIPPLE, 4" LENGTH, MIN. (TYP.)
BALL VALVE, TYPICAL FOR (2) TWO
REDUCED PRESSURE TYPE BACKFLOW
PREVENTER
BRASS WYE STRAINER WITH 40 MESH MONEL
SCREEN AND HOSE BIB
NATURAL GRAY CONCRETE BASE WITH HAND
TROWELED FINISH AND 14" TOOLED RADIUS
EDGES
BRASS UNION (2)
FINISH GRADE:
- 12" BELOW F.S. IN TURF
- 1 12" BELOW F.S. IN SHRUB/GC
BRASS RISER
PIPE OUT TO IRRIGATION SYSTEM - ADAPT AS
REQUIRED
CONCRETE THRUST BLOCK
BRASS 90 DEGREE ELL, TYPICAL FOR (4)
PIPE IN FROM POINT OF CONNECTION - ADAPT
AS REQUIRED
SECURE ENCLOSURE
NOTE:
INSTALL BACKFLOW PREVENTER AS
REQUIRED BY LOCAL CODES AND
HEALTH DEPARTMENT - VERIFY LOCAL
REQUIREMENTS PRIOR TO INSTALLATION
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
6" MIN.6" MIN.
12
"
M
I
N
.
18
"
M
A
X
.
4"
6" MIN.
TYP.
6" MIN.
TYP.
1
8
2
3 4
5
7
6
8
9
10
11
12
10
13
Reduced Pressure Backflow Preventer
Scale: 3/4" = 1'-0"
Scale: 3"=1'-0"
Master Valve
1.PLASTIC VALVE BOX
2.MASTER VALVE
3.CHRISTY'S TAG #ID-MAX-P2-RC1P2
4.SPEARS DS-500 DRI-SPLICE WIRE CONNECTORS
5.CONTROL AND MASTER VALVE WIRES WITH EXPANSION LOOP
6.SCH. 80 PVC MALE ADAPTER
7.PVC IRRIGATION MAINLINE TO FLOW SENSOR - SEE IRRIGATION LEGEND
8.FINISH GRADE:
- 12" BELOW BOX LID IN TURF
- 1 12" BELOW BOX LID IN SHRUB/GC
9.SPEARS SCH. 80 PVC UNION (SR-FIPT X SR-SR-FIPT)
10.PVC IRRIGATION MAINLINE FROM BASKET STRAINER
11.SCH. 80 PVC CLOSED NIPPLE
12.PEA GRAVEL SUMP - 4 CUBIC FEET, MIN.
1
8
2
3
4
5
6
9
6
10
11
12
7
2
Scale: 1/2"=1'-0"
12
"
SE
E
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8"
2'-0"
1'-6"
AS REQUIRED 1
3
4
5
6
7
8
Trenching Detail
1.REFER TO IRRIGATION SPECS FOR
BACKFILL AND COMPACTION
REQUIREMENTS
2.FINISH GRADE
3.NON-PRESSURIZED LATERAL LINE PIPING
4.COMMUNICATION CABLE CONDUIT
(WHERE REQUIRED)
5.FLOW SENSOR CABLE AND CONDUIT
6.APPROVED TOP SOIL OR SAND BACKFILL -
PROVIDE 3" UNDER PIPE AND 6" ABOVE
PIPE
7.CONTROL WIRES BUNDLED AND TAPED AT
10'-0" INTERVALS - INSTALL ADJACENT TO
MAINLINE
8.PRESSURIZED MAINLINE PIPING
NOTES:
A.MININUM BACKFILL DEPTHS FROM FINISH
GRADE TO TOP OF MAINLINE SHALL BE AS
FOLLOWS:
-24" IN PLANTING AREAS
-36" UNDER PAVED AREAS
B.ALL PLASTIC PIPING SHALL BE SNAKED IN
TRENCHES
C.TIE A LOOSE 20" LOOP IN WIRING AT ANY
CHANGE IN DIRECTION GREATER THAN 30°
- UNTIE ANY LOOPS AFTER ALL
CONNECTIONS HAVE BEEN MADE
Scale: 3"=1'-0"
1
11
1.RECTANGULAR VALVE BOX WITH BOLT DOWN COVER
2.REFER TO CONSTRUCTION NOTES FOR TYPE OF CABLE FROM FLOW SENSOR TO CONTROLLER
3.WATER ID TAG
4.WATERPROOF CONNECTOR - REFER TO IRRIGATION SPECIFICATIONS
5.FLOW SENSOR
6.CONDUIT BUSHING
7.FINISH GRADE:
- 1/2" BELOW BOX LID IN TURF
- 1 1/2" SHRUB/GROUNDCOVER
8.IRRIGATION MAINLINE FROM MASTER VALVE
9.ELECTRICAL CONDUIT AND SWEEP ELBOW BACK TO CONTROLLER
10.SUPPORT - COMMON RED BRICK
11.MAINLINE TO REMOTE CONTROL VALVES
12.SCH. 40 PVC COUPLER
13.3/4" CRUSHED ROCK, (2) CUBIC FEET MINIMUM
7
2
3
4
5
12
13
6
8
9
10
Flow Sensor
MIN. DOWNSTREAM DISTANCE
(IN INCHES) TO MASTER VALVE
= 10 x FLOW METER SIZE
MIN. DOWNSTREAM
DISTANCE (IN INCHES)
5 x FLOW METER SIZE
1.VEHICULAR or PEDESTRIAN PAVING - REFER TO
CONSTRUCTION LAYOUT PLANS FOR SPECIFIC
CONDITION
2.LATERAL LINE SLEEVING SHALL BE SCH. 40 PVC -
SLEEVE DIA. SHALL BE 2 x LATERAL DIA.
3.LATERAL LINE - REFER TO SPECIFICATIONS
4.BACKFILL - 90% RELATIVE COMPACTION,
MINIMUM - REFER TO GEOTECHNICAL REPORT
5.CONTROL WIRE BUNDLE SLEEVING SHALL BE
SCH. 40 PVC PIPE
6.MAINLINE SLEEVING SHALL BE SCH. 40 PVC PIPE -
SLEEVE DIA. SHALL BE 2 x MAINLINE DIA.
7.MAINLINE - REFER TO SPECIFICATIONS
8.SAND BACKFILL - 6" BASE & 6" OF COVER, MIN.
NOTES:
A.ALL IRRIGATION WIRES, LATERALS AND MAINLINE
UNDER HARDSCAPE SHALL BE PLACED IN
SLEEVES
B.IRRIGATION CONTRACTOR SHALL COORDINATE
ALL SLEEVING LOCATIONS & SIZES WITH
HARDSCAPE CONTRACTOR PRIOR TO BEGINNING
CONSTRUCTION
C.ALL SLEEVES SHALL EXTEND A MINIMUM OF 12"
BEYOND THE EDGE OF THE HARDSCAPE
SURFACE
Irrigation Sleeving
Scale: 1"=1'-0"
LINE TYPE LOCATION DEPTH
24"
36"
18"
30"
IN LANDSCAPE
UNDER VEH. PAVING
IN LANDSCAPE
UNDER VEH. PAVING
PRESSURIZED
MAINLINE
LATERAL
LINES
SE
E
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A
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T
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E
C
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1
2
3
4
5
6
7
8
Quick Coupler Valve in Box
Scale: 3/4"=1'-0"
10" DIA., PLASTIC VALVE BOX WITH LOCKING
COVER, HEAT BRANDED WITH THE LETTERS
"QCV" - SEE IRRIGATION SPECS.
IDENTIFICATION TAG
QUICK COUPLER VALVE - REFER TO IRRIGATION
LEGEND
FINISH GRADE:
-12" BELOW BOX LID IN TURF AREAS
-1 12" BELOW BOX LID IN SHRUB/GC AREAS
ONE (1) CU. FT. (MIN.) OF PEA GRAVEL AT BASE
OF VALVE BOX
V.I.T. STAINLESS STEEL TIES
SCH. 80 PVC NIPPLE - LENGTH AS REQUIRED
1" DIA. SCH. 80 PVC SWING JOINT -
PREASSEMBLED BY SPEARS - REFER TO
IRRIGATION SPECIFICATIONS
PVC MAINLINE
12" DIA. x 24" LENGTH GALVANIZED PIPE STAKE
SCH. 80 PVC TEE FITTING
NOTES:
ALL THREADS SHALL BE WRAPPED WITH TEFLON
TAPE
12" MIN. CLEAR SPACE SHALL BE MAINTAINED
BETWEEN THE QUICK COUPLER VALVE BOX AND
ANY ADJACENT HARDSCAPE - WHERE OCCURS
7
8
9
5
6
3
4
1
2
6"
MI
N
.
3"
10
11
Gate Valve
2"
MIN.
1.FINISH GRADE
- 1/2" FROM TOP OF BOX LID IN TURF
- 1 1/2" FROM TOP OF BOX LID IN SHRUB/GC
2.ROUND, PLASTIC VALVE BOX WITH LOCKING
COVER SHALL BE BRANDED "GV" - REFER TO
IRRIGATION LEGEND
3.6" Ø PVC PIPE EXTENSION - LENGTH AS REQUIRED
4.GATE VALVE - REFER TO IRRIGATION LEGEND FOR
SPECS.
5.PVC MAINLINE - REFER TO IRRIGATION LEGEND
6.PVC MALE ADAPTER - TWO (2) REQUIRED
7.PEA GRAVEL - TWO (2) CUBIC FEET AT BASE OF
VALVE
8.BRICK (1 OF 4)
NOTE:
A.ALL THREADS SHALL BE WRAPPED WITH TEFLON
TAPE
2'
-
0
"
2
1
7
5
4
6
3
8
Scale: 1" = 1'-0"
3"
MI
N
.
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
Remote Control Drip Valve and Filter
Scale: 1 1/2"-1'-0"
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
A.
30" LENGTH OF COILED WIRE
WATER PROOF CONNECTOR -
REFER TO IRRIGATION
SPECIFICATIONS
ID TAG - REFER TO IRRIGATION
SPECIFICATIONS
RECTANGULAR, GREEN PLASTIC
VALVE BOX WITH LOCKING COVER
- LID SHALL BE HEAT BRANDED
WITH LETTERS "RCV" & STATION
NUMBER - REFER TO IRRIGATION
SPECIFICATIONS
FINISH GRADE:
- 12" FROM TOP OF BOX LID IN
TURF
- 1 12" FROM TOP OF BOX LID IN
SHRUB/GC
REMOTE CONTROL VALVE WITH
FILTER AND PRV - REFER TO
IRRIGATION LEGEND
SCH. 80 PVC NIPPLE (CLOSE)
SCH. 40 PVC ELL
SCH. 80 PVC NIPPLE (LENGTH AS
REQUIRED)
BRICK (1 OF 4)
SCH. 80 PVC NIPPLE (2" LENGTH,
HIDDEN) AND SCH. 40 PVC ELL
PVC MAINLINE PIPE
SCH. 40 PVC TEE OR ELL
SCH. 40 PVC MALE ADAPTER
PVC LATERAL PIPE
(3) CUBIC FEET, MIN. OF 34" MINUS,
WASHED GRAVEL
NOTE:
ALL THREADS SHALL BE WRAPPED
WITH TEFLON TAPE
3"
MI
N
.
Remote Control Valve Box
Scale: 1 1/2"-1'-0"
3"
MI
N
.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
A.
30" LENGTH OF COILED WIRE
WATER PROOF CONNECTOR - REFER TO
IRRIGATION SPECIFICATIONS
IDENTIFICATION TAG
RECTANGULAR, PLASTIC VALVE BOX WITH
LOCKING COVER - LID SHALL BE HEAT BRANDED
WITH LETTERS "RCV" & STATION NUMBER -
REFER TO IRRIGATION SPECIFICATIONS
FINISH GRADE:
- 12" FROM TOP OF BOX LID IN TURF
- 1 12" FROM TOP OF BOX LID IN SHRUB/GC
REMOTE CONTROL VALVE - REFER TO
IRRIGATION LEGEND
SCH. 80 PVC NIPPLE (CLOSE)
SCH. 40 PVC ELL
SCH. 80 PVC NIPPLE (LENGTH AS REQUIRED)
BRICK (1 OF 4)
SCH. 80 PVC NIPPLE (2" LENGTH, HIDDEN) AND
SCH. 40 PVC ELL
PVC MAINLINE PIPE
SCH. 40 PVC TEE OR ELL
SCH. 40 PVC MALE ADAPTER
PVC LATERAL PIPE
(3) CUBIC FEET, MIN. OF 3 4" MINUS, WASHED
GRAVEL
NOTE:
ALL THREADS SHALL BE WRAPPED WITH TEFLON
TAPE
3"
MI
N
.
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
1
2
2"
MIN.
8
9
4
6
7
5
Scale: 1"=1'-0"
3
1.GREEN PLASTIC, RECTANGULAR VALVE
BOX WITH BOLT DOWN COVER, HEAT
BRANDED "GV"
2.FINISH GRADE:
3.1/2" FROM BOX LID IN TURF
4.1 1/2" FROM BOX LID IN SHRUB/GC
5.SUPPORT - COMMON RED BRICK
6.6" DIA., SCH. 40 PVC PIPE EXTENSION -
LENGTH AS REQUIRED
7.3/4" CRUSHED ROCK - (2) CUBIC FEET, MIN.
AT BASE OF VALVE
8.WATER ID TAG
9.PVC MAINLINE
10.GATE VALVE - REFER TO IRRIGATION
LEGEND
11.PVC MALE ADAPTER - (2) REQUIRED
NOTE:
A.ALL THREADS SHALL BE WRAPPED WITH
TEFLON TAPE
Threaded Gate Valve - Mainline Sizes - 3" and SmallerDripline Island Layout
Scale: NTS
1.REMOTE CONTROL VALVE WITH DISC
FILTER AND PRESSURE REGULATING
VALVE
2.DRIP TUBING START CONNECTION MALE
ADAPTER
3.PVC OR POLY SUPPLY HEADER
4.DRIP TUBING. SEE LEGEND FOR EMITTER
AND LATERAL LINE SPACING
5.ISLAND PERIMETER
6.DRIP TUBING TEE
7.DRIP TUBING ELL
8.MANUAL FLUSH VALVE PLUMBED TO DRIP
TUBING
1
2
3
4
5
6
7
8
Dripline Layout - Irregular Curved Areas
Scale: NTS
1.MANUAL FLUSH VALVE PLUMBED TO PVC
OR POLY
2.AREA PERIMETER
3.DRIP TUBING START CONNECTION MALE
ADAPTER
4.PVC OR POLY EXHAUST HEADER
5.DRIP TUBING TEE
6.DRIP TUBING. SEE LEGEND FOR EMITTER
AND LATERAL LINE SPACING
7.PVC OR POLY SUPPLY HEADER
8.REMOTE CONTROL VALVE WITH DISC
FILTER AND PRESSURE REGULATING
VALVE
7
8
5
6
4
3
2
1
Flush Valve Assembly
Scale: 2"=1'-0"
1.INSERT X MIP 90 DEGREE ELBOWS.
2.1 12" DIAMETER x 24" FLEX HOSE.
3.SCH. 80 PVC UTILITY BALL VALVE (F X F).
4.SCH. 40 PVC DEGREE ELBOW MIP X FIP.
5.GREEN PLASTIC, 10" DIAMETER VALVE BOX
- WITH THE LETTERS 'F.V.' HEAT BRANDED
ON THE LID.
6.FINISH GRADE:
- 12" BELOW TOP OF BOX IN TURF.
- 2" BELOW TOP OF BOX IN SHRUB/GC.
7.(1) CUBIC FOOT OF PEA GRAVEL SUMP.
8.SCH. 40 PVC 90 DEGREE ELBOW FIP X FIP.
9.BRICK SUPPORT
10.SCH. 80 PVC - LENGTH AS REQUIRED.
11.HARDIE SWIVEL TEE - MODEL #FTS16.
12.COMPACTED SUBGRADE.
13.No. 4 REBAR SPRINKLER SUPPORT.
13
12
11
10
9
8
7
4
3
6
5
5
4
3
2
1
SWING PIPE, 12-INCH
4-INCH BASKET WEAVE CANISTER
LATERAL PIPE
PVC SCH 40 TEE OR EL
1/2-INCH MALE NPT INLET
SWING ASSEMBLY
13.
12.
11.
10.
CHECK VALVE
1/2-INCH 90-DEGREE ELBOW
1/2-INCH PVC SCH 80 NIPPLE
ROOT WATERING SYSTEM:
OPTIONAL PEA GRAVEL
FINISH GRADE
(INCLUDES BUBBLER,
CHECK VALVE AND GRATE)
FOR SANDY SOILS
RAIN BIRD RWS-BCG
9.
8.
7.
6.
5.
4.
3.
2.
BUBBLER
4-INCH GRATE1.
NTS
Root Watering System
4321
5
6
7
8
9
101112
13
EQ.EQ.
NOTE:
1. EQ. SPACE TYP.
BETWEEN TRUNK AND
CANOPY EDGE
1
2
1.ROOF LINE
2.RAIN BIRD WIRELESS RAIN SENSOR
3.MOUNTING BRACKET, INSTALLED WITH CURVED END
POINTED UP.
NOTES:
A.MAXIMUM LINE OF SITE FROM RAIN SENSOR TO RECEIVER IS
500 FEET. DISTANCE IS LESS IF OBSTRUCTIONS EXIST.
B.CONTRACTOR SHALL DEMONSTRATE RAIN SENSORS
OPERATE CORRECTLY IN THE PRESENCE OF THE LANDSCAPE
ARCHITECT.
Wireless Rain Sensor
NTS
3
Controller Wall Mount
Scale: NTS
1.IRRIGATION CONTROLLER WALL MOUNT ENCLOSURE
2.IRRIGATION CONTROLLER
3.120V SERVICE G.F.I OUTLET
4.CONTROL WIRES IN 2"Ø GALV. CONDUIT
NOTES:
A.ALL ELECTRIC WORK SHALL CONFORM TO LOCAL
CODES.
B.SEE ELECTRICAL SPECIFICATION.
C.ALL BOXES SHALL BE INDEPENDENTLY GROUNDED.
1
2
3
4
Dripline Tree Ring Detail
Scale: NTS
1.PVC LATERAL
2.PVC SCH 40 TEE OR EL
3.BLANK DRIP TUBING EXHAUST
HEADER
4.BARB CROSS INSERT FITTING, TYP
5.BARB TEE INSERT FITTING, TYP
6.EDGE OF PIPE24" OUTSIDE BOX
SIZE
7.DRIP TUBING. SEE LEGEND FOR
EMITTER INFORMATION
8.TIE DOWN STAKE, TYP (QUANTITY
AS REQUIRED, SEE NOTES 2-3
BELOW)
9.EXTENT OF TREE BOX
10.TREE TRUNK
11.NETAFIM TLSOV - SHUT OFF VALVE
NOTES:
1.DISTANCE BETWEEN LATERAL
RINGS AND EMITTER SPACING TO
BE BASED ON SOIL TYPE AND TREE
CANOPY.
2.PLACE TIE DOWN STAKES EVERY
THREE FEET IN SAND, FOUR FEET
IN LOAM, AND FIVE FEET IN CLAY.
3.AT FITTINGS WHERE THERE IS A
CHANGE OF DIRECTION SUCH AS
TEES OR ELBOWS, USE TIE-DOWN
STAKES ON EACH LEG OF THE
CHANGE OF DIRECTION.
DRIP RINGS PER BOX SIZE:
24" BOX: 3 RINGS
36" BOX: 4 RINGS
48" BOX: 5 RINGS
60" BOX: 5 RINGS
72" BOX: 6 RINGS
84" BOX: 7 RINGS
3
8
3
5
4
6
7
1 2 3
9
10
11
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ISSUANCE NAME DATE
57
9
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STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
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B
A
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7
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2
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G
N
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C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L2.52
IRRIGATION
DETAILS
Pull Box
Scale: 3"=1'-0"
1.
2.
3.
4.
5.
6.
7.
8.
9.
A.
FINISH GRADE
GREEN PLASTIC, RECTANGULAR VALVE BOX
WITH BOLT DOWN COVER, HEAT BRANDED "PB"
PERMANENT I.D. BAND (ONE FOR EACH WIRE)
CONTROL WIRE, REFER TO SPECIFICATIONS
CONDUIT BUSHING - TYPICAL
U.L. LISTED SCH. 40 PVC COUPLING
U.L. LISTED SCH. 40 PVC 90° SWEEP ELL.
SUPPORT - COMMON RED BRICK
U.L. LISTED SCH. 40 PVC CONDUIT
NOTE:
REFER TO GENERAL NOTES FOR CONDUIT SIZE.
PROVIDE SEPARATE CONDUIT FOR FLOW
SENSORS AND MASTER VALVES
1"
1
2
3
4 5
6
7
8
9
1.FLOOD BUBBLER OR DRIP EMITTER
PER IRRIGATION PLAN AND
LEGEND
2.12" PVC ELBOW TYP.
3.12" PVC IRRIGATION LATERAL LINE
4.CONNECT TO IRRIGATION SYSTEM
PER IRRIGATION PLAN
5.CONNECT TO DRAINAGE SYSTEM
PER GRADING AND DRAINAGE PLAN
6.ADJACENT PAVING
7.STRUCTURAL SLAB AND
WATERPROOFING PER
ARCHITECTURAL DETAILS
NOTES:
A.SEAL ALL PIPE PENETRATIONS
2
3
1
5
4 7
6
Scale: 1"=1'-0"
Pot Irrigation (On Structure)
Booster Pump by Munro
Scale: NTS NTS
Dripline Operation Indicator
1.MULCH
2.FINISH GRADE
3.OPERATION INDICATOR RAINBIRD
MODEL: OPERIND
4.SUB-SURFACE DRIPLINE: REFER
TO IRRIGATION SCHEDULE
PURPLE CAP FOR NON-POTABLE
WATER, WHEN APPLICABLE
NOTES:
A.USE XERIMAN TOOL XM-TOOL TO
INSERT BARB TRANSFER FITTING
DIRECTLY INTO DRIPLINE TUBING/
B.VAN NOZZLE MAY BE SET TO
CLOSED, OR IF IT IS DESIRED TO
SEE SPRAY FROM THE NOZZLE,
SET THE ARC TO 14" PATTERN. THE
FLOW FROM THE NOZZLE, 0.3
GPM, SHOULD BE ACCOUNTED
FOR IN THE SYSTEM DESIGN.
1
2
3
4
5
PLASTIC, RECTANGULAR VALVE BOX WITH BOLT
DOWN COVER, HEAT BRANDED "AV"
WATER I.D. TAG
AIR/VACUUM RELIEF VALVE. LOCATE TOP OF
AIR RELIEF VALVE 3" FROM BOTTOM OF LID
PVC MAINLINE COUPLING S x T
SCH. 40 PVC PIPE
3"
EQ.
1
2
7
8
9
10
11
3
4
5
6
EQ.
Scale: 1 1/2"=1'-0"
Air/Vaccum Relief Valve
Pop-Up Irrigation Head
Scale: 1 1/2"=1'-0"
7
4"
1.IRRIGATION SPRAY NOZZLE PER PLAN AND
LEGEND
2.FINISH GRADE, REFER TO GRADING PLAN
3.IRRIGATION SPRAY BODY PER LEGEND
4.SWING JOINT 12" MIN. FOR 6" POPUPS
5.PVC ELBOW OR TEE
6.PVC LATERAL LINE
7.PAVING EDGE, HEADER OR WALL
NOTES:
A.ALL THREADS SHALL BE WRAPPED WITH
TEFLON TAPE
4
6
5
3
1
1"
2
1118 Oldcastle Polymer
Scale: NTS
DETAIL OMITTED
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ISSUANCE NAME DATE
57
9
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2
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8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
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6
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O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
1.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO START OF
WORK. COSTS INCURRED DUE TO DAMAGE OF UTILITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
IF VERIFICATION WAS NOT PERFORMED.
2.CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT
UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING
DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION TO OWNER FOR RESOLUTION. THE
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE
TO LACK OF PROVIDING SUCH NOTIFICATION.
3.CONTRACTOR SHALL APPLY A CONTACT HERBICIDE WHERE WEEDS ARE PRESENT PER MANUFACTURERS
SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION
WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING
WITH WORK. REMOVE WEEDS AND GRASSES AND PROPERLY DISPOSE OF WASTE.
4.CONTRACTOR SHALL ARRANGE FOR SOILS TESTS PER MWELO REQUIREMENT. SEE SOILS MANAGEMENT
REPORT NOTE BELOW. ASSUME (1) TEST SITE PER 5,000 S.F. OF LANDSCAPE AREA FOR BIDING PURPOSES.
LANDSCAPE ARCHITECT SHALL SELECT LOCATION OF TEST SITES
5.SOILS TEST AND ASSOCIATED REPORT SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW.
6.BID PURPOSES ONLY ASSUME THE FOLLOWING SOIL PREPARATION AND BACKFILL:
INCORPORATE THE FOLLOWING MATERIALS INTO ALL LAWN AND PLANTER AREAS PER 1,000 S.F. -
MECHANICALLY ROTOTILL MATERIALS INTO AREA AT A DEPTH OF 6". HAND TILLING IS NOT ACCEPTABLE.
WATER THOROUGHLY AFTER ROTOTILLING IS COMPLETE.
3 C.Y. NITROLIZED WOOD SHAVINGS
15 LB. COMMERCIAL FERTILIZER 15-15-15
50 LB. AGRICULTURE GYPSUM
10 LBS. IRON SULFATE
BACKFILL MIX FOR ALL TREES AND SHRUBS:
2 PARTS NATIVE ON-SITE SOIL
1 PART NITROLIZED WOOD SHAVINGS
1.5 LB./C.Y. COMMERCIAL FERTILIZER 15-15-15
5 LB. /C.Y. AGRICULTURAL GYPSUM
1 LB./C.Y. IRON SULFATE
PLANTING TABLETS AT RATES PER MANUF. SPEC.
ACTUAL SOILS AMENDMENTS AND BACKFILL SHALL COMPLY WITH THE SOILS MANAGEMENT REPORT.
7.SWEEP DOWN ALL WALKS AFTER AMENDMENTS AND BACKFILL PRIOR TO WATERING TO PREVENT STAINING
OF PAVING.
8.ALL CLEARANCE DATA PER LOCAL JURISDICTION'S TREE PLANTING STANDARDS AND GUIDELINES.
9.INSTALL 'DEEP ROOT' (OR APPROVED EQUAL) TREE ROOT BARRIERS ON ALL TREES WITHIN 5'-0" OF
SIDEWALKS OR HARD SURFACES. CHECK MANUFACTURERS CALCULATOR CHART FOR NUMBER OF PANELS
FOR EACH SIZE TREE. AVAILABLE FROM: DEEP ROOT PARTNERS, LP, 345 LORTON AVENUE, SUITE 305
BURLINGAME, CA, 94010 (800)LV-ROOTS, (415) 344-1464.
10.PROVIDE PHOTOGRAPHS OF PLANT MATERIAL FOR LANDSCAPE ARCHITECT FOR INITIAL APPROVAL.
11.NO SUBSTITUTIONS FOR PLANT MATERIAL SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE
LANDSCAPE ARCHITECT. DELIVERY SLIPS FOR PLANT MATERIAL SHALL BE SUBMITTED TO LANDSCAPE
ARCHITECT FOR REVIEW.
12.LANDSCAPE ARCHITECT SHALL HAVE THE OPPORTUNITY TO INSPECT AND APPROVE ALL SPECIMEN AND BOX
MATERIALS AT JOB SITE PRIOR TO PLANTING. ALL UNACCEPTABLE MATERIAL SHALL BE REMOVED FROM JOB
SITE AND REPLACED WITH ACCEPTABLE MATERIAL AT CONTRACTOR'S EXPENSE.
13.PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12) INCHES OF SPRINKLER HEADS.
14.LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF TREES AND SHRUBS PRIOR TO PLANTING.
PERFORM THE FOLLOWING PROCEDURES BEFORE PLANTING PIT EXCAVATION:
A.SHRUBS - PLACE ACTUAL PLANT CONTAINERS ON SITE IN PRELIMINARY LOCATIONS.
B.TREES - FIELD MARK LOCATIONS WITH WOOD STAKES BEFORE DIGGING HOLES.CONTRACTOR SHALL
C.GIVE AT LEAST THREE (3) BUSINESS DAYS NOTICE FOR PLANT LAYOUT APPROVAL.
15.PLANTING OF GROUNDCOVER SHALL BE CONTINUOUS UNDER ALL SHRUBS IN ALL PLANTER AREAS
THROUGHOUT THE SITE UNLESS OTHERWISE INDICATED.
16.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THEFT OR DAMAGE TO PLANT MATERIAL ONCE
PLANT MATERIAL IS DELIVERED TO THE JOB SITE.
17.A REPRESENTATIVE OF THE BOTANICAL NAME TAGS, FURNISHED BY THE NURSERY STOCK SUPPLIER, SHALL
REMAIN ATTACHED TO THE PLANTS UNTIL FINAL INSPECTION.
18.PROVIDE SAMPLES OF DECOMPOSED GRANITE, GRAVEL, PEBBLE, OR ROCK INSTALLED PER DETAILS FOR
APPROVAL BY LANDSCAPE ARCHITECT.
19.AFTER PLANTING IS COMPLETE BUT PRIOR TO INSTALLING MULCH, APPLY GRANULAR PRE-EMERGENT AT
MANUFACTURER SUGGESTED RATE, RONSTAR OR SNAPSHOT OR EQUAL.
20.IN ALL SHRUB AND GROUNDCOVER AREAS APPLY 3" LAYER OF MULCH PER MULCH NOTE ON SHEET L3.00.
DO NOT INSTALL MULCH IN AREAS OF GROUNDCOVERS THAT ARE LESS THAN 3" TALL AT MATURITY.
21.ALL AREAS SHALL BE GRADED TO SLOPE TO CATCH BASINS OR FLOW LINES AS INDICATED ON THE PLANS OR
AS DIRECTED BY THE LANDSCAPE ARCHITECT. SOIL SHALL BE 1 1/2" BELOW ADJACENT HEADERS AND PAVING
IN GROUNDCOVER AREAS AND 1/2" IN TURF, AND AREAS OF GROUNDCOVERS THAT ARE LESS THAN 3" TALL
AT MATURITY.
22.INSTALL JUTE NETTING ON SLOPES OF 2:1 OR STEEPER, UNLESS OTHERWISE INDICATED.
23.UPON COMPLETION OF ALL PLANTING OPERATIONS, THE PORTION OF THE PROJECT USED FOR THE
APPARATUS OF THIS WORK SHALL BE CLEANED OF ALL DEBRIS, SUPERFLUOUS MATERIAL AND EQUIPMENT.
ALL SUCH MATERIALS AND EQUIPMENT SHALL BE ENTIRELY REMOVED FROM THE PROJECT SITE. PAVING
SHALL BE WASHED CLEAN AT THE COMPLETION OF WORK.
24.UPON COMPLETION OF PLANTING, THE CONTRACTOR SHALL ARRANGE FOR A SUBSTANTIAL COMPLETION
INSPECTION BY LANDSCAPE ARCHITECT. CONTRACTOR SHALL CORRECT ANY DISCREPANCIES FOUND PRIOR
TO FINAL INSPECTION AND ACCEPTANCE OF THE PROJECT.
25.UPON COMPLETION OF PROJECT, CONTRACTOR SHALL PROVIDE DOCUMENTATION VERIFYING
IMPLEMENTATION OF RECOMMENDATIONS FROM SOILS MANAGEMENT REPORT.
26.GUARANTEE: ALL PLANT MATERIAL SHALL BE GUARANTEED FOR REPLACEMENT AFTER FINAL INSPECTION AS
FOLLOWS:
5 GAL. AND SMALLER-90 DAYS
15 GAL. AND LARGER-ONE YEAR
27.MAINTENANCE PERIOD: CONTRACTOR SHALL MAINTAIN GUARANTEED PLANTS FOR 90 DAYS FROM
SUBSTANTIAL COMPLETION AS DEEMED BY THE LANDSCAPE ARCHITECT.
28.REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING PLANTING
OPERATIONS.
29.UPON FINAL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER SIGNED
ORIGINALS OF ALL MATERIALS AND LABOR RELEASES.
30.PLANT QUANTITIES IN LEGEND ARE FOR REFERENCE ONLY, CONTRACTOR TO PROVIDE AND INSTALL ALL
PLANT MATERIAL SHOWN ON PLANS.
1.AFTER MASS GRADING IS COMPLETE, CONTRACTOR SHALL SUBMIT SOIL SAMPLES TO A CERTIFIED
LABORATORY FOR ANALYSIS AND RECOMMENDATIONS.
2.SOIL ANALYSIS SHALL INCLUDE:
A.SOIL TEXTURE
B.INDICATE INFILTRATION RATE
C.INDICATE pH
D.TOTAL SOLUBLE SALTS
E.SODIUM
F.PERCENT ORGANIC MATTER
G.RECOMMENDATIONS
3.SUBMIT ANALYSIS REPORT TO LANDSCAPE ARCHITECT FOR REVIEW OF PLANTING AND IRRIGATION PLANS.
4.CONTRACTOR SHALL PROVIDE DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL ANALYSIS REPORT
RECOMMENDATION TO THE PROJECT APPLICANT TO SUBMIT TO THE LOCAL AGENCY AS PART OF THE
CERTIFICATE OF COMPLETION.
SOIL MANAGEMENT REPORT NOTES
PLANTING NOTES
A
MANUFACTURERSYM.MODEL
POT LEGEND
DETAILQTY. SIZE
L/L3.51
COLOR FINISH
NOTE:
1.SEE SHEET L3.00 FOR PLANT MATERIAL
2.SEE IRRIGATION SHEETS L2.00 & L2.04B FOR FURTHER IRRIGATION INFORMATION
3.VERIFY COLOR/FINISH WITH ARCHITECT, OWNER PRIOR TO ORDERING.
WATERING SYSTEM
2
4
6
DRAINAGE
CAPTURE DEVICE
TBS (DRAINAGE
CAPTURE DEVICE)
B
C
48" DIA x 42" H
48" x 48" x 36"
TBS (DRAINAGE
CAPTURE DEVICE)
QUICK CRETE PRODUCTS
866.703.3434
GFRC
SANDSTONEFRENCH GRAY
D 4 TBS (DRAINAGE
CAPTURE DEVICE)MISSION WHITE36" DIA x 30" H
E 4 TBS (DRAINAGE
CAPTURE DEVICE)12" DIA x 24"
F H/L3.511DRIP IRRIGATION - REFER
TO L2.04B51" x 252" x 42"
G 1 108" x 117" x 42"DRIP IRRIGATION - REFER
TO L2.04B H/L3.51
L/L3.51
L/L3.51
L/L3.51
QS-CAL
4836P
QUICK CRETE PRODUCTS
866.703.3434
QREC-LEV
CUSTOM
QUICK CRETE PRODUCTS
866.703.3434
QREC-LEV
CUSTOM
GFRC
SANDSTONEFRENCH GRAY
HARDLINE; PROVIDE
CONNECTION IN THE FIELD
GFRC
SANDSTONEFRENCH GRAY
HARDLINE; PROVIDE
CONNECTION IN THE FIELD
H/L3.51DRIP IRRIGATION - REFER
TO L2.04B
HARDLINE; PROVIDE
CONNECTION IN THE FIELD
36" DIA x 42" HQUICK CRETE PRODUCTS
866.703.3434
GFRC
SANDSTONEFRENCH GRAYQR-BAY
3642P-LC TBS PER MANUF.
QUICK CRETE PRODUCTS
866.703.3434
GFRC
SANDSTONEFRENCH GRAY TBS PER MANUF.QR-BAY
4842P
GFRC
SANDSTONE
GFRC
SANDSTONE TBS PER MANUF.
TBS PER MANUF.QUICK CRETE PRODUCTS
866.703.3434
QUICK CRETE PRODUCTS
866.703.3434
QR-BAY
1624P-LC
QR-CE
3630P
FRENCH GRAY
NAMESYMBOL
NAMESYMBOL
PLANTING LEGEND: Trees
PLANTING LEGEND: Shrubs & Groundcover
ARBUTUS 'MARINA'
STRAWBERRY TREE
QUERCUS SUBER
CORK OAK
GREVILLEA 'MOONLIGHT'
MOONLIGHT GREVILLEA
SIZE
24"
BOX 3
1
WATER
REQ.*QTY
MED
LOW
6
24"
BOX
12' CBT
24"
BOX
SIZE QTY
7
WATER
REQ.*
*WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND
ONLINE AT: http://ucanr.eduedu/sites/WUCOLS/
PINUS HALEPENSIS
ALEPPO PINE
48"
BOX 2
SYAGRUS ROMANZOFFIANA
PIRU QUEEN PALM
GEIJERA PARVIFOLIA
AUSTRALIAN WILLOW
ARCTOSTAPHYLOS DENSIFLORA
'HOWARD MCMINN'
HOWARD MCMINN MANZANITA
36"
BOX 4
MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'
WHITE CLOUD MUHLY
PITTOSPORUM C. 'COMPACTUM'
COMPACT MOCK ORANGE
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
MED
LOW
MED
LOW
LOW
LOW
LOW
LOW
MED
LOW
LOW
LOW
MED
48"
BOX 7
LOW
EXISTING TREE TO REMAIN -6-
REMOVE AND REPLACE AS PART OF OFF-SITE
IMPROVEMENT PLAN: SPECIES TO MATCH
EXISTING STREET TREE ON WHEELER
AVENUE
24"
BOX 1-
CAREX DIVULSA
BERKELEY SEDGE
AGAVE ATTENUATA 'BOUTIN BLUE'
BLUE FOX TAIL AGAVE
ACACIA COGNATA 'COUSIN ITT'
ACACIA COUSIN ITT
FRANGULA CALIFORNICA 'EVE'S CASE'
EVE'S CASE COFFEBERRY
LOW
HEUCHERA MAXIMA
ISLAND CORAL BELLS
KALANCHOE BEHARENSIS
FELT BUSH
HEUCHERA 'SANTA ANA CARDINAL'
SANTA ANA CARDINAL CORAL BELLS
LEYMUS CONDENSATUS 'CANYON PRINCE'
CANYON PRINCE WILD RYE
SALVIA 'DARA'S CHOICE'
DARA'S CHOICE SAGE
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
LOW
CISSUS ANTARTICA
KANGAROO VINE MED
5LOW24"
BOX
CERCIS OCCIDENTALIS
WESTERN REDBUD
LOWMANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE
PORTULUCARIA AFRA 'PROSTRATE FORM'
DWARF ELEPHANT ROOM LOW
MED
MED
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
1 GAL
@ 36" O.C.
1 GAL
@ 30" O.C.
15 GAL
@ 48" O.C.
5 GAL
@ 30" O.C.
15 GAL
@42" O.C.
5 GAL
@ 24" O.C.
5 GAL
@ 24" O.C.
1 GAL
@ 18" O.C.
15 GAL
@ 30" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 36" O.C.
5 GAL
@ 24" O.C.
25
40
1021
76
30
160
66
17
124
27
216
150
27
34
47
20
PLANTING LEGEND: Round Pots
NAMESYMBOL SIZE QTYWATER
REQ.*
3 PER
POT1 GAL.CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.
3 PER
POT1 GAL.
1 PER
POT5 GAL.AGAVE ATTENUATA 'BOUTIN BLUE'
FOXTAIL AGAVE - CENTERED
LOW
LOW
CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.MEDWOODWARDIA FIMBRIATA
GIANT CHAIN FERN
MANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE - CENTERED
24" BOX
36" BOX
1
1
FICUS PUMILA
CREEPING FIG MED 15 GAL
@56" O.C.4
1.A MINIUMUM THREE INCHES (3") LAYER OF MULCH SHALL BE APPLIED ON ALL
EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING
OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS
CONTRADICTED.
2.TWO MULCH TYPES ARE TO BE INSTALLED ON SITE:
A.IN ALL PLANTING AREAS ON GRADE INSTALL 3" LAYER OF FOREST FLOOR BARK BY
AGUINAGA GREEN, INC.
B.IN ALL PLANTERS AND POTS ON PODIUM INSTALL 3" LAYER OF 34" BAJA CRESTA
GRAY DECORATIVE GRAVEL BY DESIGN STONE SOLUTIONS.
MULCH NOTE
L3.00
MASTER
PLANTING
LEGEND &
NOTES
J
J
0 5 10 20 Feet
Scale: 1" = 10'
AL
E
X
A
N
A
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C
A
D
I
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34
E
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S
A
N
T
A
C
L
A
R
A
ST
R
E
E
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AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
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S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
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P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
3
.
0
3
Key Map
L3.03L3.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
REFER TO SHEET L3.00 FOR MASTER
PLANTING SCHEDULES AND NOTES
L3.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
PROPERTY LINE
MATCH LINE - SEE SHEET L3.02
PR
O
P
E
R
T
Y
L
I
N
E
EXISTING BUILDING
EXISTING BUILDING
(NOT A PART)
(NOT A PART)
EXISTING BUILDING
(NOT A PART)
PR
O
P
E
R
T
Y
L
I
N
E
NAMESYMBOL
NAMESYMBOL
PLANTING LEGEND: Trees
PLANTING LEGEND: Shrubs & Groundcover
ARBUTUS 'MARINA'
STRAWBERRY TREE
QUERCUS SUBER
CORK OAK
GREVILLEA 'MOONLIGHT'
MOONLIGHT GREVILLEA
SIZE
24"
BOX 3
1
WATER
REQ.*QTY
MED
LOW
6
24"
BOX
12' CBT
24"
BOX
SIZE QTY
7
WATER
REQ.*
*WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND
ONLINE AT: http://ucanr.eduedu/sites/WUCOLS/
PINUS HALEPENSIS
ALEPPO PINE
48"
BOX 2
SYAGRUS ROMANZOFFIANA
PIRU QUEEN PALM
GEIJERA PARVIFOLIA
AUSTRALIAN WILLOW
ARCTOSTAPHYLOS DENSIFLORA
'HOWARD MCMINN'
HOWARD MCMINN MANZANITA
36"
BOX 4
MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'
WHITE CLOUD MUHLY
PITTOSPORUM C. 'COMPACTUM'
COMPACT MOCK ORANGE
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
MED
LOW
MED
LOW
LOW
LOW
LOW
LOW
MED
LOW
LOW
LOW
MED
48"
BOX 7
LOW
EXISTING TREE TO REMAIN -6-
REMOVE AND REPLACE AS PART OF OFF-SITE
IMPROVEMENT PLAN: SPECIES TO MATCH
EXISTING STREET TREE ON WHEELER
AVENUE
24"
BOX 1-
CAREX DIVULSA
BERKELEY SEDGE
AGAVE ATTENUATA 'BOUTIN BLUE'
BLUE FOX TAIL AGAVE
ACACIA COGNATA 'COUSIN ITT'
ACACIA COUSIN ITT
FRANGULA CALIFORNICA 'EVE'S CASE'
EVE'S CASE COFFEBERRY
LOW
HEUCHERA MAXIMA
ISLAND CORAL BELLS
KALANCHOE BEHARENSIS
FELT BUSH
HEUCHERA 'SANTA ANA CARDINAL'
SANTA ANA CARDINAL CORAL BELLS
LEYMUS CONDENSATUS 'CANYON PRINCE'
CANYON PRINCE WILD RYE
SALVIA 'DARA'S CHOICE'
DARA'S CHOICE SAGE
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
LOW
CISSUS ANTARTICA
KANGAROO VINE MED
5LOW24"
BOX
CERCIS OCCIDENTALIS
WESTERN REDBUD
LOWMANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE
PORTULUCARIA AFRA 'PROSTRATE FORM'
DWARF ELEPHANT ROOM LOW
MED
MED
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
1 GAL
@ 36" O.C.
1 GAL
@ 30" O.C.
15 GAL
@ 48" O.C.
5 GAL
@ 30" O.C.
15 GAL
@42" O.C.
5 GAL
@ 24" O.C.
5 GAL
@ 24" O.C.
1 GAL
@ 18" O.C.
15 GAL
@ 30" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 36" O.C.
5 GAL
@ 24" O.C.
25
40
1021
76
30
160
66
17
124
27
216
150
27
34
47
20
PLANTING LEGEND: Round Pots
NAMESYMBOL SIZE QTYWATER
REQ.*
3 PER
POT1 GAL.CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.
3 PER
POT1 GAL.
1 PER
POT5 GAL.AGAVE ATTENUATA 'BOUTIN BLUE'
FOXTAIL AGAVE - CENTERED
LOW
LOW
CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.MEDWOODWARDIA FIMBRIATA
GIANT CHAIN FERN
MANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE - CENTERED
24" BOX
36" BOX
1
1
FICUS PUMILA
CREEPING FIG MED 15 GAL
@56" O.C.4
48"
48"
48"
48"
48"
48"
48"
E. SANTA CLARA STREET
L3.01
PLANTING
PLAN -
GROUND LEVEL
J
0 5 10 20 Feet
Scale: 1" = 10'
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
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S
A
N
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A
C
L
A
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A
ST
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AR
C
A
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I
A
,
C
A
91
0
0
6
MI
X
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D
-
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/
M
U
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T
I
-
F
A
M
I
L
Y
HO
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P
R
O
J
E
C
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ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Key Map
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
WHEELER AVENUE
PROPERTY LINE
MATCH LINE - SEE SHEET L3.01 MATCH LINE - SEE SHEET L3.03
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
REFER TO SHEET L3.00 FOR MASTER
PLANTING SCHEDULES AND NOTES
L3.03L3.01
L3.02
SOUTHWEST CORNER
SCALE: 1" = 10'-0"
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
T
H
I
S
S
H
E
E
T
PROPERTY LINE
EXISTING BLDG.
MA
T
C
H
L
I
N
E
-
S
E
E
E
N
L
A
R
G
E
M
E
N
T
,
T
H
I
S
S
H
E
E
T
WHEELER AVENUE
NAMESYMBOL
PLANTING LEGEND: Trees
ARBUTUS 'MARINA'
STRAWBERRY TREE
QUERCUS SUBER
CORK OAK
SIZE
24"
BOX 3
1
WATER
REQ.*QTY
MED
LOW
6
24"
BOX
12' CBT
24"
BOX 7PINUS HALEPENSIS
ALEPPO PINE
48"
BOX 2
SYAGRUS ROMANZOFFIANA
PIRU QUEEN PALM
GEIJERA PARVIFOLIA
AUSTRALIAN WILLOW
ARCTOSTAPHYLOS DENSIFLORA
'HOWARD MCMINN'
HOWARD MCMINN MANZANITA
36"
BOX 4
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
MED
LOW
MED
48"
BOX 7
LOW
EXISTING TREE TO REMAIN -6-
REMOVE AND REPLACE AS PART OF OFF-SITE
IMPROVEMENT PLAN: SPECIES TO MATCH
EXISTING STREET TREE ON WHEELER
AVENUE
24"
BOX 1-
5LOW24"
BOX
CERCIS OCCIDENTALIS
WESTERN REDBUD
MED
24" BOX
36" BOX
1
1
NAMESYMBOL
PLANTING LEGEND: Shrubs & Groundcover
GREVILLEA 'MOONLIGHT'
MOONLIGHT GREVILLEA
SIZE QTYWATER
REQ.*
*WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND
ONLINE AT: http://ucanr.eduedu/sites/WUCOLS/
MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'
WHITE CLOUD MUHLY
PITTOSPORUM C. 'COMPACTUM'
COMPACT MOCK ORANGE
LOW
LOW
LOW
LOW
LOW
MED
LOW
LOW
LOW
MED
CAREX DIVULSA
BERKELEY SEDGE
AGAVE ATTENUATA 'BOUTIN BLUE'
BLUE FOX TAIL AGAVE
ACACIA COGNATA 'COUSIN ITT'
ACACIA COUSIN ITT
FRANGULA CALIFORNICA 'EVE'S CASE'
EVE'S CASE COFFEBERRY
LOW
HEUCHERA MAXIMA
ISLAND CORAL BELLS
KALANCHOE BEHARENSIS
FELT BUSH
HEUCHERA 'SANTA ANA CARDINAL'
SANTA ANA CARDINAL CORAL BELLS
LEYMUS CONDENSATUS 'CANYON PRINCE'
CANYON PRINCE WILD RYE
SALVIA 'DARA'S CHOICE'
DARA'S CHOICE SAGE
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
LOW
CISSUS ANTARTICA
KANGAROO VINE MED
LOWMANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE
PORTULUCARIA AFRA 'PROSTRATE FORM'
DWARF ELEPHANT ROOM LOW
MED
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
1 GAL
@ 36" O.C.
1 GAL
@ 30" O.C.
15 GAL
@ 48" O.C.
5 GAL
@ 30" O.C.
15 GAL
@42" O.C.
5 GAL
@ 24" O.C.
5 GAL
@ 24" O.C.
1 GAL
@ 18" O.C.
15 GAL
@ 30" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 36" O.C.
5 GAL
@ 24" O.C.
25
40
1021
76
30
160
66
17
124
27
216
150
27
34
47
20
PLANTING LEGEND: Round Pots
NAMESYMBOL SIZE QTYWATER
REQ.*
3 PER
POT1 GAL.CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.
3 PER
POT1 GAL.
1 PER
POT5 GAL.AGAVE ATTENUATA 'BOUTIN BLUE'
FOXTAIL AGAVE - CENTERED
LOW
LOWCAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.MEDWOODWARDIA FIMBRIATA
GIANT CHAIN FERN
MANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE - CENTERED
FICUS PUMILA
CREEPING FIG MED 15 GAL
@56" O.C.4
REMOVE AND REPLACE AS PART OF
OFF-SITE IMPROVEMENT PLAN:
SPECIES TO MATCH EXISTING
STREET TREE ON WHEELER AVENUE
L3.02
PLANTING
PLAN -
GROUND LEVEL
J
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L3.00 FOR MASTER
PLANTING SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
Key Map
L3.03L3.01
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
L3.02
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
AC
C
E
S
S
A
L
L
E
Y
PR
O
P
E
R
T
Y
L
I
N
E
MATCH LINE - SEE SHEET L3.02
E. SANTA CLARA STREET
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
3
.
0
1
NAMESYMBOL
NAMESYMBOL
PLANTING LEGEND: Trees
PLANTING LEGEND: Shrubs & Groundcover
ARBUTUS 'MARINA'
STRAWBERRY TREE
QUERCUS SUBER
CORK OAK
GREVILLEA 'MOONLIGHT'
MOONLIGHT GREVILLEA
SIZE
24"
BOX 3
1
WATER
REQ.*QTY
MED
LOW
6
24"
BOX
12' CBT
24"
BOX
SIZE QTY
7
WATER
REQ.*
*WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND
ONLINE AT: http://ucanr.eduedu/sites/WUCOLS/
PINUS HALEPENSIS
ALEPPO PINE
48"
BOX 2
SYAGRUS ROMANZOFFIANA
PIRU QUEEN PALM
GEIJERA PARVIFOLIA
AUSTRALIAN WILLOW
ARCTOSTAPHYLOS DENSIFLORA
'HOWARD MCMINN'
HOWARD MCMINN MANZANITA
36"
BOX 4
MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'
WHITE CLOUD MUHLY
PITTOSPORUM C. 'COMPACTUM'
COMPACT MOCK ORANGE
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
MED
LOW
MED
LOW
LOW
LOW
LOW
LOW
MED
LOW
LOW
LOW
MED
48"
BOX 7
LOW
EXISTING TREE TO REMAIN -6-
REMOVE AND REPLACE AS PART OF OFF-SITE
IMPROVEMENT PLAN: SPECIES TO MATCH
EXISTING STREET TREE ON WHEELER
AVENUE
24"
BOX 1-
CAREX DIVULSA
BERKELEY SEDGE
AGAVE ATTENUATA 'BOUTIN BLUE'
BLUE FOX TAIL AGAVE
ACACIA COGNATA 'COUSIN ITT'
ACACIA COUSIN ITT
FRANGULA CALIFORNICA 'EVE'S CASE'
EVE'S CASE COFFEBERRY
LOW
HEUCHERA MAXIMA
ISLAND CORAL BELLS
KALANCHOE BEHARENSIS
FELT BUSH
HEUCHERA 'SANTA ANA CARDINAL'
SANTA ANA CARDINAL CORAL BELLS
LEYMUS CONDENSATUS 'CANYON PRINCE'
CANYON PRINCE WILD RYE
SALVIA 'DARA'S CHOICE'
DARA'S CHOICE SAGE
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
LOW
CISSUS ANTARTICA
KANGAROO VINE MED
5LOW24"
BOX
CERCIS OCCIDENTALIS
WESTERN REDBUD
LOWMANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE
PORTULUCARIA AFRA 'PROSTRATE FORM'
DWARF ELEPHANT ROOM LOW
MED
MED
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
1 GAL
@ 36" O.C.
1 GAL
@ 30" O.C.
15 GAL
@ 48" O.C.
5 GAL
@ 30" O.C.
15 GAL
@42" O.C.
5 GAL
@ 24" O.C.
5 GAL
@ 24" O.C.
1 GAL
@ 18" O.C.
15 GAL
@ 30" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 36" O.C.
5 GAL
@ 24" O.C.
25
40
1021
76
30
160
66
17
124
27
216
150
27
34
47
20
PLANTING LEGEND: Round Pots
NAMESYMBOL SIZE QTYWATER
REQ.*
3 PER
POT1 GAL.CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.
3 PER
POT1 GAL.
1 PER
POT5 GAL.AGAVE ATTENUATA 'BOUTIN BLUE'
FOXTAIL AGAVE - CENTERED
LOW
LOW
CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.MEDWOODWARDIA FIMBRIATA
GIANT CHAIN FERN
MANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE - CENTERED
24" BOX
36" BOX
1
1
FICUS PUMILA
CREEPING FIG MED 15 GAL
@56" O.C.4
L3.03
PLANTING
PLAN -
GROUND LEVEL
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L3.00 FOR MASTER
PLANTING SCHEDULES AND NOTES
AL
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ISSUANCE NAME DATE
57
9
0
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2
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8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
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A
B
A
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B
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9
3
1
0
1
62
6
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7
9
5
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2
0
0
8
EP
T
D
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I
G
N
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C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
E. SANTA CLARA STREET
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
ROOF DECK
SCALE: 1" = 10'-0"
NAMESYMBOL
PLANTING LEGEND: Trees
ARBUTUS 'MARINA'
STRAWBERRY TREE
QUERCUS SUBER
CORK OAK
SIZE
24"
BOX 3
1
WATER
REQ.*QTY
MED
LOW
6
24"
BOX
12' CBT
24"
BOX 7PINUS HALEPENSIS
ALEPPO PINE
48"
BOX 2
SYAGRUS ROMANZOFFIANA
PIRU QUEEN PALM
GEIJERA PARVIFOLIA
AUSTRALIAN WILLOW
ARCTOSTAPHYLOS DENSIFLORA
'HOWARD MCMINN'
HOWARD MCMINN MANZANITA
36"
BOX 4
PLATANUS RACEMOSA
CALIFORNIA SYCAMORE
MED
LOW
MED
48"
BOX 7
LOW
EXISTING TREE TO REMAIN -6-
REMOVE AND REPLACE AS PART OF OFF-SITE
IMPROVEMENT PLAN: SPECIES TO MATCH
EXISTING STREET TREE ON WHEELER
AVENUE
24"
BOX 1-
5LOW24"
BOX
CERCIS OCCIDENTALIS
WESTERN REDBUD
MED
24" BOX
36" BOX
1
1
NAMESYMBOL
PLANTING LEGEND: Shrubs & Groundcover
GREVILLEA 'MOONLIGHT'
MOONLIGHT GREVILLEA
SIZE QTYWATER
REQ.*
*WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND
ONLINE AT: http://ucanr.eduedu/sites/WUCOLS/
MUHLENBERGIA CAPILLARIS 'WHITE CLOUD'
WHITE CLOUD MUHLY
PITTOSPORUM C. 'COMPACTUM'
COMPACT MOCK ORANGE
LOW
LOW
LOW
LOW
LOW
MED
LOW
LOW
LOW
MED
CAREX DIVULSA
BERKELEY SEDGE
AGAVE ATTENUATA 'BOUTIN BLUE'
BLUE FOX TAIL AGAVE
ACACIA COGNATA 'COUSIN ITT'
ACACIA COUSIN ITT
FRANGULA CALIFORNICA 'EVE'S CASE'
EVE'S CASE COFFEBERRY
LOW
HEUCHERA MAXIMA
ISLAND CORAL BELLS
KALANCHOE BEHARENSIS
FELT BUSH
HEUCHERA 'SANTA ANA CARDINAL'
SANTA ANA CARDINAL CORAL BELLS
LEYMUS CONDENSATUS 'CANYON PRINCE'
CANYON PRINCE WILD RYE
SALVIA 'DARA'S CHOICE'
DARA'S CHOICE SAGE
WOODWARDIA FIMBRIATA
GIANT CHAIN FERN
LOW
CISSUS ANTARTICA
KANGAROO VINE MED
LOWMANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE
PORTULUCARIA AFRA 'PROSTRATE FORM'
DWARF ELEPHANT ROOM LOW
MED
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 18" O.C.
1 GAL
@ 36" O.C.
1 GAL
@ 30" O.C.
15 GAL
@ 48" O.C.
5 GAL
@ 30" O.C.
15 GAL
@42" O.C.
5 GAL
@ 24" O.C.
5 GAL
@ 24" O.C.
1 GAL
@ 18" O.C.
15 GAL
@ 30" O.C.
5 GAL
@ 30" O.C.
1 GAL
@ 36" O.C.
5 GAL
@ 24" O.C.
25
40
1021
76
30
160
66
17
124
27
216
150
27
34
47
20
PLANTING LEGEND: Round Pots
NAMESYMBOL SIZE QTYWATER
REQ.*
3 PER
POT1 GAL.CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.
3 PER
POT1 GAL.
1 PER
POT5 GAL.AGAVE ATTENUATA 'BOUTIN BLUE'
FOXTAIL AGAVE - CENTERED
LOW
LOW
CAREX DIVULSA
BERKLEY SEDGE
1 PER
POT5 GAL.MEDWOODWARDIA FIMBRIATA
GIANT CHAIN FERN
MANGAVE 'FALLING WATERS'
FALLING WATERS MANGAVE - CENTERED
FICUS PUMILA
CREEPING FIG MED 15 GAL
@56" O.C.4
L3.04
PLANTING
PLAN -
PODIUM AND
ROOF LEVEL
AL
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ISSUANCE NAME DATE
57
9
0
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2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
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A
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62
6
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7
9
5
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2
0
0
8
EP
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N
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C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L3.51
PLANTING
DETAILS
3"
1.TOP OF MULCH
2.DROP FINISH GRADE AN ADDITIONAL 1- 12", TWELVE INCHES
(12") AWAY FROM PAVING EDGE IN PLANTING AREAS TO
ALLOW FOR 3" LAYER OF MULCH
3.FINISH SURFACE
4.FINISH GRADE:
-1 12"" BELOW F.S. FOR SHRUB AREAS
NOTES:
A.MULCH TO BE WITHIN 4" BELOW WALK GRADE PER CBC
1116A.1.
Scale: 3"=1'-0"
Mulch Layer @ Paving Edge
42
12"
1 3
CROWN OF SHRUB TO BE PLANTED 1" ABOVE FINISH
GRADE
EARTH WATERING BASIN, NO LARGER THAN ROOTBALL.
RAKE OUT AS DIRECTED
FINISH GRADE
ROOTBALL
PLANT TABLETS, SEE PLANTING NOTES
PREPARED BACKFILL MIX PER SEE PLANTING NOTES
UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT
RO
O
T
B
A
L
L
DE
P
T
H
2 1/2 TIMES
ROOTBALL DIA.
7
3
4
5
6
1
2
1.
2.
3.
4.
5.
6.
7.
Shrub Planting
Scale: NTS
2 TIMES
ROOTBALL
MI
N
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H
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R
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Q
.
TO
S
U
P
P
O
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T
T
R
E
E
1'-
6
"
MI
N
.
7
8
1.
2.
3.
4.
5.
6.
7.
8.
A.
B.
C.
D.
(2) 2" DIAMETER X 8' LONG, FOR 5 GALLON; 10'
LONG FOR 15 GALLON AND 24" BOX; 3" DIAMETER
X 10' LONG FOR 36" BOX. PLACE STAKES AT
RIGHT ANGLE TO PREVAILING WIND OR AS
DIRECTED BY LANDSCAPE ARCHITECT
(2) V.I.T. TWIST BRACE, SIZE PER BOX SIZE
ROOTBALL CROWN 2" ABOVE FINISH GRADE
EARTH WATERING BASIN, NO LARGER THAN
ROOTBALL, RAKE OUT AS DIRECTED
FINISH GRADE
UNDISTURBED SOIL, SCARIFY SIDES AND
BOTTOM OF PIT
BACKFILL MIX PER PLANTING NOTES PLANTING
TABLETS PER PLANTING NOTES
NOTES:
PLANT PIT SHOWN IS FOR 15 GALLON SIZE - FOR
LARGER MATERIAL, PLANT PIT SHALL BE 18"
LARGER THAN BOX SIZE ON ALL SIDES; PROVIDE
30" MIN. DEPTH FOR ALL TREE PLANTING
V.I.T. BRACES ARE TO BE ATTACHED TO
LODGEPOLE WITH GALVANIZED DECK SCREWS,
NO NAILS ALLOWED. FOR 36" BOX TREE USE (2)
36" V.I.T. WITH THRU BOLTS
FOOT TAMP BACKFILL LIGHTLY IN 6"-10" LIFTS
MAINTAIN A MIN. 1'-0" RADIUS CLEAR EARTH
AREA AROUND TRUNK IN TURF
6
4
5
3
1
2
6'
-
0
"
M
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Tree Planting and Staking
Scale: 1/2" = 1'-0"
1
LC
1/2 SPACING - SEE
PLANT LEGEND
CL
LC
SPACING PER
PLANT LEGEND
SPACING PER
PLANT LEGEND
2
1/2 SPACING - SEE
PLANT LEGEND
PLANTING EDGE ( i.e., EDGE OF CURB/ EDGE OF PAVING/ FACE
OF WALL, ETC.)
CENTER OF PLANT MATERIAL
NOTE:
ADJUST PLANT SPACING ACCORDINGLY TO ALWAYS BEGIN
AND END SPACING WITH A PLANT AT CORNERS/CHANGES IN
DIRECTION OF PLANTING EDGE
L
LC
C
LC
LC
S
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SPACING PER
PLANT LEGEND
1.
2.
EQ.EQ.
EQ
.
EQ
.
SPA
C
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PLA
N
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D
Plant Spacing - Triangular
Scale: 1/2" = 1'-0"
Linear Root Barrier
Scale: 1/2"=1'-0"
1.FINISH GRADE
2.ROOT CONTROL BARRIER PER PLANTING
NOTES
3.TREE ROOTBALL
4.CONCRETE FLATWORK
5.CONCRETE CURB AND GUTTER
6.DRIP LINE OF TREE AS SHOWN PER PLAN.
2
6
5
Parkway Plan View
NTS
Section A - A'
4
5 2
1
4
612"
NOTES:
A.POSITION ROOT BARRIER AS CLOSE TO
CURB/SIDEWALK AS POSSIBLE - RAISED
ROOT PROTECTORS SHALL BE FACING
TOWARDS THE TREE
B.TOP OF BARRIER SHALL BE 12" BELOW
FINISH GRADE
C.LENGTH OF ROOT BARRIER SHALL EXTEND
10'-0" IN EACH DIRECTION FROM CENTER
OF TREE
D.APPLY MASTIC SEALER TO JOINT
BETWEEN CONCRETE SURFACE AND
ROOT BARRIER
E.USE ROOT BARRIERS EVERYWHERE
TREES ARE PLANTED WITHIN 5' OF ANY
STRUCTURE, CONCRETE FLATWORK,
CURB AND GUTTER, UTILITIES, ETC.
F.TREES WITHIN 10'-0" OF THE PUBLIC
IMPROVEMENTS SHALL BE PROVIDED
WITH ROOT BARRIER
3
10'-0"10'-0"
1'-
6
"
MI
N
.
3'
-
0
"
MI
N
.
Scale: 1/4"=1'-0"
D-Man Tree Anchoring
NOTES:
A.DO NOT SCALE FROM THIS DRAWING.
B.DUE TO SETTLEMENT ALL TREES SHOULD
BE RE-TENSIONED AFTER PLANTING
C.SOIL MUST BE COMPACTED PROPERLY FOR
DEADMAN SYSTEM TO WORK EFFECTIVELY.
IMPORTANT: For the D-MAN to be most effective the fill soil
above must be compacted to at least 60% to the nursery line.
Model List
Model #Height - ft Caliper - in
RF1P D-MAN 8'-15'1.5" - 3"
RF1P D-MAN 4 Leg 12" - 24" Box
RF2P D-MAN 15'-25'3" - 5.75"
RF2P D-MAN 4 Leg 24" - 48" Box
3 Leg
0RF#P D-MAN 3 Leg
0RF#P D-MAN 4 Leg
RF#P DMAN SYSTEM - PLATI-MAT
Two way ratchet tensioner with galvanized steel wire
Plati-Mat rootball protection mesh
Galvanized steel wire chokes
D-MAN CELLS
PODIUM
Scale: 1 1/2"-1'-0"
Pot Planting and Self Watering System
1.
2.
3.
4.
5.
6.
7.
8.
9.
A.
B.
C.
PLANTER POT - PER POT LEGEND.
APPROVED SOIL MIX.
1-1/4" PVC WATER FILL TUBE TO BE
TRIMMED 1" BELOW TOP OF
CONTAINER
WATER RESERVOIR TANK
PIPE CAP (BLACK)
3/4" GRAVEL WRAPPED IN FILTER
FABRIC
TOP DRESSING PER LEGEND
PVC SIPHON TUBE (INSTALL IN POTS
WHICH DON'T HAVE A DRAIN HOLE)
ADJACENT PAVING PER PLAN
NOTES:
RESERVOIR TANK SYSTEM SHALL BE
JARDINIER PRODUCT SIZED TO FIT.
POT - DO NOT DRILL HOLES IN THE
BOTTOM OF THE POT.
REFER TO POT LEGEND FOR
MANUFACTURER, MODEL, AND PLANT
MATERIAL, SEE SHEET L-300.
7
1
2
5
8
1
3
4
6
5
2"
2"
10
1.PLANTER POT - PER POT LEGEND
2.TREE ROOTBALL. SEE PLANTING PLAN FOR
TYPE AND SIZE
3.APPROVED SOIL MIX.
4.3/4" GRAVEL WRAPPED IN FILTER FABRIC
5.MULCH
6.GEOTEXTILE FABRIC
7.PODIUM STRUCTURE PER ARCHITECT
NOTES:
A.POT - DO NOT DRILL HOLES IN THE
BOTTOM OF THE POT.
B.REFER TO POT LEGEND FOR
MANUFACTURER, MODEL, AND PLANT
MATERIAL, SEE SHEET L3.00
Potted Palm Planting
Scale: 3/4" = 1'-0"
VA
R
I
E
S
PE
R
R
O
O
T
B
A
L
L
2" MIN.
7
4
6
1
2
5
3
1
2
3
90° ON ALL SIDES
NO EXCEPTIONS
CL
E
A
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H
E
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S
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P
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O
N
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L
A
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S
ME
A
S
U
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E
D
F
R
O
M
B
A
S
E
O
F
F
I
R
S
T
R
O
W
F
R
O
N
D
Palm Sizing
Scale: NTS
PINEAPPLE. MATCH FOR ALL TREES
AIR ROOT, 2'-0" MAXIMUM HEIGHT
FINISH GRADE
NOTES:
LANDSCAPE CONTRACTOR SHALL MEET WITH
LANDSCAPE ARCHITECT TO DISCUSS EXACT
PALMS TO BE SHIPPED PRIOR TO DELIVERY AND
TO DETERMINE SIZE AND FORM OF PINEAPPLE.
PALM SHALL BE CLEANED AND PINEAPPLE
SHAPED IN SUPPLIER'S YARD FOR REVIEW BY
LANDSCAPE ARCHITECT. UNDER NO
CIRCUMSTANCE WILL UNTRIMMED PALM BE
APPROVED AT TIME OF TAGGING.
IF FINISH GRADE ELEVATION DEVIATES FROM
THE HORIZONTAL, CONTRACTOR SHALL BE
RESPONSIBLE TO DETERMINE EXACT PALM
HEIGHT TO MAINTAIN HORIZONTAL AXIS AT BASE
OF FIRST ROW OF FRONDS.
1.
2.
3.
A.
B.
C.
1.PLANTER POT - PER POT LEGEND
2.APPROVED SOIL MIX
3.IRRIGATION TYPE PER IRRIGATION PLAN
4.3/4" PVC IRRIGATION LATERAL LINE;
CONNECT TO IRRIGATION SYSTEM PER
IRRIGATION PLAN
5.3/4" GRAVEL WRAPPED IN FILTER FABRIC
6.1-1/2" DRAINAGE CONNECTION
7.TOPPING SLAB, STRUCTURAL SLAB, AND
WATERPROOFING PER ARCHITECTURAL
DETAILS
NOTES:
A.POT HOLES TO BE DRILLED IN THE FIELD.
CONTRACTOR TO CONFIRM
STRUCTURAL SLAB PENETRATIONS
PRIOR TO DRILLING HOLES;
CONTRACTOR TO DRILL (1) HOLE. THE
FOLLOWING ARE TO BE ROUTED
THROUGH THE (1) PENETRATION HOLE:
A.A.3/4" IRRIGATION LATERAL LINE FOR
DRIP IRRIGATION
A.B.3/4" IRRIGATION LATERAL FOR
VALVE CONNECTION (WHERE
OCCURS, SEE PLAN)
A.C.1-1/2" DRAINAGE CONNECTION
B.CONTRACTOR TO SEAL AND
WATERPROOF ALL PENETRATIONS
C.REFER TO PLUMBING PLANS FOR
DRAINAGE AND IRRIGATION
CONNECTIONS AND ROUTING AT LEVEL
BELOW
D.REFER TO POT LEGEND FOR
MANUFACTURER, MODEL, AND PLANT
MATERIAL, SEE SHEETS L-3.00
Pot Planting with Hardline Irrigation & Drainage
Scale: 1 1/2" = 1'-0"
2"
3"
3
6
2
5
7
1
4
AL
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91
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ISSUANCE NAME DATE
57
9
0
F
L
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S
U
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4
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CA
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A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L4.00
MASTER SITE
LIGHTING
LEGEND & NOTES
TREE UPLIGHTS (2) PER TREE
(AT GRADE), 120V
OVERHEAD FESTOON LIGHTING, 120V
TREESTRAP W/ (2) DOWNLIGHTS AND (2)
UPLIGHTS, 120V
BOLLARD LIGHTS, 120V
CAN/PENDANT LIGHTS AT
OVERHEAD STRUCTURE, 120V
POST MOUNTED DOWNLIGHT, 120V
BK LIGHTING
DELTA STAR
CALI-LIGHT
ML2000
BEGA
84 063
BK LIGHTING
DENALI SERIES
DESCRIPTIONSYMBOLMANUFACTURER/MODEL
TREE LANTERNS (DECORATIVE, 3 PER TREE)TBS
PER OWNER
RECESSED WALL LIGHT, 120V
LED STRIP LIGHTING, 120V
BEGA
22 197
LUMINI
LL SERIES
LOW VOLTAGE LIGHTING LEGEND
BK LIGHTING
PTR (PALM TREE RING)
BK LIGHTING
DELTA STAR
POLE LIGHT, 120VBK LIGHTING
DENALI SERIES
LINEAR WALL LIGHT, 120VLUMINI
0704C CHANNEL
1.REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LIGHTING INFORMATION
INCLUDING FINAL FIXTURE LOCATIONS, TYPE, SPECIFICATIONS AND
ELECTRICAL ROUTING. PLAN SHOWN FOR DESIGN INTENT AND COORDINATION
PURPOSES ONLY.
2.LIGHTING IS DESIGNED TO PRESERVE AND ENHANCE THE CHARACTER OF THE
PROPERTY. ALL EXTERIOR LIGHTING WILL BE HOODED, AND NO
UNOBSTRUCTED BEAM OF EXTERIOR LIGHTING SHALL BE DIRECTED TOWARD
A NEIGHBORING RESIDENCE. NO LIGHTING SHALL BE DESIGNED AS TO
INTERFERE WITH VEHICULAR TRAFFIC ON ADJACENT ROADS OR DRIVES.
GENERAL LIGHTING NOTES
SITE POWER LEGEND
POWER FOR BUILT IN COUNTER UNITS
REFER TO MASTER CONSTRUCTION LEGEND, L100
POWER FOR FOB
OUTDOOR TV/POWER
DATA & CABLE
POWER FOR FIREPIT
POWER FOR LINEAR OUTDOOR HEATER: REFER TO MEP
INFRATECH MODEL SL#1628
SYMBOL DESCRIPTION
J
J
0 5 10 20 Feet
Scale: 1" = 10'
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
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T
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C
A
D
I
A
,
C
A
91
0
0
6
MI
X
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D
-
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E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L4.01
SITE LIGHTING
PLAN - GROUND
LEVEL
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
4
.
0
3
Key Map
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
REFER TO SHEET L4.00 FOR MASTER SITE
LIGHTING SCHEDULES AND NOTES
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
E. SANTA CLARA STREET
MATCH LINE - SEE SHEET L4.02
PR
O
P
E
R
T
Y
L
I
N
E
1.REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LIGHTING INFORMATION
INCLUDING FINAL FIXTURE LOCATIONS, TYPE, SPECIFICATIONS AND
ELECTRICAL ROUTING. PLAN SHOWN FOR DESIGN INTENT AND COORDINATION
PURPOSES ONLY.
2.LIGHTING IS DESIGNED TO PRESERVE AND ENHANCE THE CHARACTER OF THE
PROPERTY. ALL EXTERIOR LIGHTING WILL BE HOODED, AND NO
UNOBSTRUCTED BEAM OF EXTERIOR LIGHTING SHALL BE DIRECTED TOWARD
A NEIGHBORING RESIDENCE. NO LIGHTING SHALL BE DESIGNED AS TO
INTERFERE WITH VEHICULAR TRAFFIC ON ADJACENT ROADS OR DRIVES.
GENERAL LIGHTING NOTES
SITE POWER LEGEND
POWER FOR BUILT IN COUNTER UNITS
REFER TO MASTER CONSTRUCTION LEGEND, L100
POWER FOR FOB
OUTDOOR TV/POWER
DATA & CABLE
POWER FOR FIREPIT
POWER FOR LINEAR OUTDOOR HEATER: REFER TO MEP
INFRATECH MODEL SL#1628
TREE UPLIGHTS (2) PER TREE
(AT GRADE), 120V
OVERHEAD FESTOON LIGHTING, 120V
TREESTRAP W/ (2) DOWNLIGHTS AND (2)
UPLIGHTS, 120V
BOLLARD LIGHTS, 120V
CAN/PENDANT LIGHTS AT
OVERHEAD STRUCTURE, 120V
POST MOUNTED DOWNLIGHT, 120V
BK LIGHTING
DELTA STAR
CALI-LIGHT
ML2000
BEGA
84 063
BK LIGHTING
DENALI SERIES
DESCRIPTIONSYMBOLMANUFACTURER/MODEL
SYMBOL DESCRIPTION
TREE LANTERNS (DECORATIVE, 3 PER TREE)TBS
PER OWNER
RECESSED WALL LIGHT, 120V
LED STRIP LIGHTING, 120V
BEGA
22 197
LUMINI
LL SERIES
LOW VOLTAGE LIGHTING LEGEND
BK LIGHTING
PTR (PALM TREE RING)
BK LIGHTING
DELTA STAR
POLE LIGHT, 120VBK LIGHTING
DENALI SERIES
LINEAR WALL LIGHT, 120VLUMINI
0704C CHANNEL
EXISTING BUILDING
EXISTING BUILDING
(NOT A PART)
(NOT A PART)
EXISTING BUILDING
(NOT A PART)
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
J
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L4.00 FOR MASTER SITE
LIGHTING SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L4.02
SITE LIGHTING
PLAN - GROUND
LEVEL
Key Map
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
WHEELER AVENUE
PROPERTY LINE
MATCH LINE - SEE SHEET L4.01 MATCH LINE - SEE SHEET L4.03
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
1.REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LIGHTING INFORMATION
INCLUDING FINAL FIXTURE LOCATIONS, TYPE, SPECIFICATIONS AND
ELECTRICAL ROUTING. PLAN SHOWN FOR DESIGN INTENT AND COORDINATION
PURPOSES ONLY.
2.LIGHTING IS DESIGNED TO PRESERVE AND ENHANCE THE CHARACTER OF THE
PROPERTY. ALL EXTERIOR LIGHTING WILL BE HOODED, AND NO
UNOBSTRUCTED BEAM OF EXTERIOR LIGHTING SHALL BE DIRECTED TOWARD
A NEIGHBORING RESIDENCE. NO LIGHTING SHALL BE DESIGNED AS TO
INTERFERE WITH VEHICULAR TRAFFIC ON ADJACENT ROADS OR DRIVES.
GENERAL LIGHTING NOTES
SITE POWER LEGEND
POWER FOR BUILT IN COUNTER UNITS
REFER TO MASTER CONSTRUCTION LEGEND, L100
POWER FOR FOB
OUTDOOR TV/POWER
DATA & CABLE
POWER FOR FIREPIT
POWER FOR LINEAR OUTDOOR HEATER: REFER TO MEP
INFRATECH MODEL SL#1628
SYMBOL DESCRIPTION
TREE UPLIGHTS (2) PER TREE
(AT GRADE), 120V
OVERHEAD FESTOON LIGHTING, 120V
TREESTRAP W/ (2) DOWNLIGHTS AND (2)
UPLIGHTS, 120V
BOLLARD LIGHTS, 120V
CAN/PENDANT LIGHTS AT
OVERHEAD STRUCTURE, 120V
POST MOUNTED DOWNLIGHT, 120V
BK LIGHTING
DELTA STAR
CALI-LIGHT
ML2000
BEGA
84 063
BK LIGHTING
DENALI SERIES
DESCRIPTIONSYMBOLMANUFACTURER/MODEL
TREE LANTERNS (DECORATIVE, 3 PER TREE)TBS
PER OWNER
RECESSED WALL LIGHT, 120V
LED STRIP LIGHTING, 120V
BEGA
22 197
LUMINI
LL SERIES
LOW VOLTAGE LIGHTING LEGEND
BK LIGHTING
PTR (PALM TREE RING)
BK LIGHTING
DELTA STAR
POLE LIGHT, 120VBK LIGHTING
DENALI SERIES
LINEAR WALL LIGHT, 120VLUMINI
0704C CHANNELSOUTHWEST CORNER
SCALE: 1" = 10'-0"
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
T
H
I
S
S
H
E
E
T
PROPERTY LINE
EXISTING BLDG.
MA
T
C
H
L
I
N
E
-
S
E
E
E
N
L
A
R
G
E
M
E
N
T
,
T
H
I
S
S
H
E
E
T
WHEELER AVENUE
J
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L4.00 FOR MASTER SITE
LIGHTING SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L4.03
SITE LIGHTING
PLAN - GROUND
LEVEL
Key Map
WHEELER AVE
AC
C
E
S
S
A
L
L
E
Y
E. SANTA CLARA ST.
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
.
AC
C
E
S
S
A
L
L
E
Y
PR
O
P
E
R
T
Y
L
I
N
E
MATCH LINE - SEE SHEET L4.02
E. SANTA CLARA STREET
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
L
4
.
0
1
1.REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LIGHTING INFORMATION
INCLUDING FINAL FIXTURE LOCATIONS, TYPE, SPECIFICATIONS AND
ELECTRICAL ROUTING. PLAN SHOWN FOR DESIGN INTENT AND COORDINATION
PURPOSES ONLY.
2.LIGHTING IS DESIGNED TO PRESERVE AND ENHANCE THE CHARACTER OF THE
PROPERTY. ALL EXTERIOR LIGHTING WILL BE HOODED, AND NO
UNOBSTRUCTED BEAM OF EXTERIOR LIGHTING SHALL BE DIRECTED TOWARD
A NEIGHBORING RESIDENCE. NO LIGHTING SHALL BE DESIGNED AS TO
INTERFERE WITH VEHICULAR TRAFFIC ON ADJACENT ROADS OR DRIVES.
GENERAL LIGHTING NOTES
SITE POWER LEGEND
POWER FOR BUILT IN COUNTER UNITS
REFER TO MASTER CONSTRUCTION LEGEND, L100
POWER FOR FOB
OUTDOOR TV/POWER
DATA & CABLE
POWER FOR FIREPIT
POWER FOR LINEAR OUTDOOR HEATER: REFER TO MEP
INFRATECH MODEL SL#1628
TREE UPLIGHTS (2) PER TREE
(AT GRADE), 120V
OVERHEAD FESTOON LIGHTING, 120V
TREESTRAP W/ (2) DOWNLIGHTS AND (2)
UPLIGHTS, 120V
BOLLARD LIGHTS, 120V
CAN/PENDANT LIGHTS AT
OVERHEAD STRUCTURE, 120V
POST MOUNTED DOWNLIGHT, 120V
BK LIGHTING
DELTA STAR
CALI-LIGHT
ML2000
BEGA
84 063
BK LIGHTING
DENALI SERIES
DESCRIPTIONSYMBOLMANUFACTURER/MODEL
SYMBOL DESCRIPTION
TREE LANTERNS (DECORATIVE, 3 PER TREE)TBS
PER OWNER
RECESSED WALL LIGHT, 120V
LED STRIP LIGHTING, 120V
BEGA
22 197
LUMINI
LL SERIES
LOW VOLTAGE LIGHTING LEGEND
BK LIGHTING
PTR (PALM TREE RING)
BK LIGHTING
DELTA STAR
POLE LIGHT, 120VBK LIGHTING
DENALI SERIES
LINEAR WALL LIGHT, 120VLUMINI
0704C CHANNEL
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L4.00 FOR MASTER SITE
LIGHTING SCHEDULES AND NOTES
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
ST
R
E
E
T
AR
C
A
D
I
A
,
C
A
91
0
0
6
MI
X
E
D
-
U
S
E
/
M
U
L
T
I
-
F
A
M
I
L
Y
HO
U
S
I
N
G
P
R
O
J
E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
T
S
T
R
E
E
T
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
STEPH E N C A RROLL
No.
3
9
7
7
R E
G
RE
S
E
IST
R
A
Signature
8/31/25
Expiration Date
DANDL EPCSA
E
TC
A
C
I
T
H
INTA
T R
C
Date
OF
E OIFAL
12/01/23
41
4
O
L
I
V
E
S
T
R
E
E
T
SA
N
T
A
B
A
R
B
A
R
A
,
C
A
9
3
1
0
1
62
6
.
7
9
5
.
2
0
0
8
EP
T
D
E
S
I
G
N
.
C
O
M
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 03
PC SUBMITTAL 3 12/11/23
L4.04
SITE LIGHTING
PLAN - PODIUM
AND ROOF LEVEL
E. SANTA CLARA STREET
PROPERTY LINE
1.REFER TO ELECTRICAL DRAWINGS FOR COMPLETE LIGHTING INFORMATION
INCLUDING FINAL FIXTURE LOCATIONS, TYPE, SPECIFICATIONS AND
ELECTRICAL ROUTING. PLAN SHOWN FOR DESIGN INTENT AND COORDINATION
PURPOSES ONLY.
2.LIGHTING IS DESIGNED TO PRESERVE AND ENHANCE THE CHARACTER OF THE
PROPERTY. ALL EXTERIOR LIGHTING WILL BE HOODED, AND NO
UNOBSTRUCTED BEAM OF EXTERIOR LIGHTING SHALL BE DIRECTED TOWARD
A NEIGHBORING RESIDENCE. NO LIGHTING SHALL BE DESIGNED AS TO
INTERFERE WITH VEHICULAR TRAFFIC ON ADJACENT ROADS OR DRIVES.
GENERAL LIGHTING NOTES
SITE POWER LEGEND
POWER FOR BUILT IN COUNTER UNITS
REFER TO MASTER CONSTRUCTION LEGEND, L100
POWER FOR FOB
OUTDOOR TV/POWER
DATA & CABLE
POWER FOR FIREPIT
POWER FOR LINEAR OUTDOOR HEATER: REFER TO MEP
INFRATECH MODEL SL#1628
TREE UPLIGHTS (2) PER TREE
(AT GRADE), 120V
OVERHEAD FESTOON LIGHTING, 120V
TREESTRAP W/ (2) DOWNLIGHTS AND (2)
UPLIGHTS, 120V
BOLLARD LIGHTS, 120V
CAN/PENDANT LIGHTS AT
OVERHEAD STRUCTURE, 120V
POST MOUNTED DOWNLIGHT, 120V
BK LIGHTING
DELTA STAR
CALI-LIGHT
ML2000
BEGA
84 063
BK LIGHTING
DENALI SERIES
DESCRIPTIONSYMBOLMANUFACTURER/MODEL
SYMBOL DESCRIPTION
TREE LANTERNS (DECORATIVE, 3 PER TREE)TBS
PER OWNER
RECESSED WALL LIGHT, 120V
LED STRIP LIGHTING, 120V
BEGA
22 197
LUMINI
LL SERIES
LOW VOLTAGE LIGHTING LEGEND
BK LIGHTING
PTR (PALM TREE RING)
BK LIGHTING
DELTA STAR
POLE LIGHT, 120VBK LIGHTING
DENALI SERIES
LINEAR WALL LIGHT, 120VLUMINI
0704C CHANNEL
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
ROOF DECK
SCALE: 1" = 10'-0"
LOCATION OF POLE LIGHT
SHOWN DIAGRAMMATICALLY
FOR CLARITY. POLE LIGHT
TO BE INCORPORATED INTO
FENCELINE.
REVISIONS
ISSUE DATE
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
2/
1
4
/
2
0
2
4
4
:
5
5
:
4
5
P
M
0.01PLAN CHECK SUBMITTAL 4: 02/16/2024
PROJECT NUMBER: 20 301
ALEXAN ARCADIA
MIXED USE/MULTI FAMILY HOUSING PROJECT
34 E. SANTA CLARA ST.
ARCADIA CA 91006
PLAN CHECK SUBMITTAL 4
A PROJECT FOR:
ARCADIA APARTMENTS, LLC
COVER SHEET
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
.
S
A
N
T
A
C
L
A
R
A
S
T
.
AR
C
A
D
I
A
C
A
9
1
0
0
6
MI
X
E
D
U
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1
4
0
CA
R
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B
A
D
,
C
A
9
2
0
0
8
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
INTERIORS BID SET 06/30/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
PC SUBMITTAL 4 02/16/24
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-0
COVER PAGE
TEMPORARY SOLDIER BEAMS
VICINITY PLAN PROJECT DESCRIPTION LEGAL DESCRIPTION
DIRECTORY
OWNER
5790 FLEET ST. SUITE 140
CARLSBAD, CA 92008
AT TN: ANTHONY DITTEAUX
ARCADIA APA RTMENTS, LLC
TONY@TCR.COM
(760) 444-5236
CIVIL
27220 TURNBERRY LANE,
SUITE 190
VA LENCIA, CA 91355
PSOMAS
DAVID MARTIN
DMARTIN@PSOMAS.COM
ARCHITECT
245 E THIRD ST.
LONG BEACH, CA 90802
JUSTIN ROTH
STUDIO ONE ELEVEN
JUSTIN.ROTH@STUDIO-111 .COM
(562) 901-1557
STRUCTURAL /SHORING
319 MAIN STREET
EL SEGUNDO, CA 90245
DAVID FUNK
LFA STRUCTURAL
DAVID@LABIBSE.COM
(213) 239-9703
DRAWING SHEET INDEX
SH-0 COVER PAGE
SH-1 SHORING PLAN
SH-2 GENERAL NOTES DESIGN CRITERIA & SCHEDULE
SH-3 TYPICAL DETAILS
SH-4 ELEVATIONS AND SECTIONS
SH-5 ELEVATIONS AND SECTIONS
SH-6 ELEVATIONS AND SECTIONS
SH-7 ELEVATIONS AND SECTIONS
SCOPE OF WORK
TEMPORARY SHORING TO SUPPORT EXCAVAT ION FOR THE
INSTALLATION OF 2 NEW SUBTERRANEAN PARKING LEVELS.
(661) 219-6000
ALEXAN ARCADIA
MIXED USE/MULTI FAMILY HOUSING PROJECT
34 E. SANTA CLARA ST.
ARCADIA CA 91006
A PROJECT FOR:
ARCADIA APARTMENTS, LLC
08/07/2023
ALEXAN ARCADIA
34 E. SANTA CLARA ST. ARCADIA, CA. 91006
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
F
L
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1
4
0
CA
R
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B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
12/08/2023
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-1
SHORING PLAN
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
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CA
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D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
12/08/2023
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-2
GENERAL NOTES,
DESIGN CRITERIA
&SCHEDULE
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
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0
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CA
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B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
12/08/2023
AL
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A
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
S.A.D.
SEE PLAN
DRAINAGE AND
WATERPROOFING
BY OTHERS
LAGGING PER
SHORING DRAWINGS
SHORING BEAM AND
SHAFT PER
SHORING DRAWINGS
CONCRETE WALL
PER PLAN
CONCRETE SHAFT
BELOW
S.A.D.
PROPERTY LINE
NOTES:
1.THIS DETAIL ADDRESSES CONSTRUCTION AT SHORING PILES/BEAMS DIRECTLY ADJACENT TO CONCRETE OR
CMU WALLS.
2.SHORING BEAMS, SHAFT, AND LAGGING ARE PER SHORING DRAWINGS. DRAINAGE, MIRADRAIN, SUBDRAIN, AND
WATERPROOFING ARE PER CIVIL/ARCHITECTURAL DRAWINGS. WALL AND REINFORCEMENT ARE PER
STRUCTURAL PLANS OR REFERENCED ELSEWHERE IN THE DRAWING SET.
3.PROVIDE FRONT LAGGING OR BACK LAGGING AS SHOWN ON THE SHORING PLANS.
FRONT LAGGING CONDITION
PLAN
SECTION
CONCRETE
FOOTING
PER PLAN
SLAB ON GRADE
SUBDRAIN PER CIVIL
BASEMENT WALL
PER PLAN
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-3
TYPICAL DETAILS
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
F
L
E
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S
T
R
E
E
T
,
S
U
I
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E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
12/08/2023
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-4
ELEVATIONS
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
F
L
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T
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T
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1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
321 4 4.4 5 5.2 6.1 6.8 7 7.6 86
8.5 9 9.3 9.5 10 10.6 11 12
12/08/2023
AL
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-5
ELEVATIONS
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
F
L
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CA
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B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
E F G H
J J.2 K L L.2 K.5 M N P
12/08/2023
AL
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A A.3 A.4 B C D
PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-6
ELEVATIONS
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
F
L
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CA
R
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B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
99.39.51010.611 8.5 8 7.6 7 6.8 6.1 6 5.2 5
4.4 4 3 2 1.5 1
12/08/2023
AL
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4
319 Main Street, El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699 LFA #:21548
SIGN DATE 07/31/2023
SH-7
ELEVATIONS
08/07/2023
VOLUME 1
A1.00PLAN CHECK SUBMITTAL 3: 12/11/2023
57
9
0
F
L
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1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
REVISIONS
ISSUE DATE
PROJECT NUMBER: 20!301
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
100% ID DD 12/20/22
50% CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
PC SUBMITTAL 3 12/11/23
30
HL.5 L.2 L K J.2 J G F EL.8
D C B A.3A.4 A
12/08/2023
AL
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PC SUBMITTAL 3 12/11/2302/17/2324 09 4
02/14/2024
02/17/20239 4 4