HomeMy WebLinkAbout34 E Santa Clara St - 2025 - Alexan PoolDate:
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32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
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RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
SITE
SP-001
COVER SHEET,
NOTES & VICINITY
MAP
VICINITY MAP
ABBREVIATION
AF - AUTOFILL
AL - ADA LIFT SLEEVE
DM - DEPTH MARKER
FI - FLOOR INLET
FL - FLOATING LANE
GR - GRAB RAIL
HR - HAND RAIL
MD - MAIN DRAIN
RA - ROPE ANCHOR
SK - SKIMMER
UL - UNDERWATER LIGHT
WI - WALL INLET
SCOPE OF WORK:
*POOL, SPA LOCATED ON THE 3RD FLOOR, IN AN EXISTING CAVITY AND POOL/SPA
EQUIPMENT ONLY
*ALL OTHER ITEMS ARE SHOWN FOR REFERENCE ONLY UNDER SEPARATE PERMIT,
BY OTHERS
SHEET INDEX
SP-001 COVER SHEET, NOTES & VICINITY MAP
SP-101 PLOT PLAN
SPS-100 POOL LAYOUT, SECTION AND DETAILS
SPS-101 SPA, LAYOUT, SECTION AND DETAILS
SPS-102 GENERAL NOTES AND EQUIPMENT ANCHORAGE DETAILS
SP-102 GROUNDING PLAN, DETAIL & EQUIPOTENTIAL BONDING
NOTES
SP-103 CAVITY LAYOUT
SP-201 POOL PLAN VIEW, PLUMBING LAYOUT AND SECTION VIEWS
SP-202 POOL SECTION VIEWS
SP-301 SPA PLAN VIEW, PLUMBING LAYOUT, BOOSTER JET LAYOUT
& SECTION VIEWS
SP-302 SPA SECTION VIEWS
SP-401 POOL & SPA DETAILS
SP-402 POOL & SPA DETAILS
SP-501 EQUIPMENT ROOM LAYOUT, LIST & SCHEMATIC DIAGRAMS
SP-601 PRODUCT SPECIFICATION CUT SHEETS
SP-602 PRODUCT SPECIFICATION CUT SHEETS
SP-603 PRODUCT SPECIFICATION CUT SHEETS
SP-604 PRODUCT SPECIFICATION CUT SHEETS
SP-701 CHEMICAL REGULATION
SP-702
A0.51
A0.25
A1.20
A1.30
A6.51
L1.04
L1.53
L1.41
E2.22
E5.01
E7.08
M003
M205
M211
P205A
P403
S1.31
S1.32
S3.51
CHEMICAL REGULATION
SITE PLAN-FOR REFERENCE ONLY
EGRESS & OCCUPANCY PLAN-LEVEL 3-FOR REFERENCE ONLY
OVERALL LEVEL 2 FLOOR PLAN-FOR REFERENCE ONLY
OVERALL LEVEL 3 FLOOR PLAN-FOR REFERENCE ONLY
ENLARGED POOL & RESTROOMS-FOR REFERENCE ONLY
CONSTRUCTION PLAN-PODIUM & ROOF-FOR REFERENCE ONLY
CONSTRUCTION DETAILS-FOR REFERENCE ONLY
CONSTRUCTION ELEVATIONS-FOR REFERENCE ONLY
FLOOR PLAN LEVEL 2 ZONE 2 ELECTRICAL-FOR REFERENCE ONLY
SINGLE LINE DIAGRAM MSB 1-FOR REFERENCE ONLY
PANEL SCHEDULES-FOR REFERENCE ONLY
MECHANICAL SCHEDULES, LEGEND-FOR REFERENCE ONLY
LEVEL 2 FLOOR PLAN-FOR REFERENCE ONLY
LEVEL ROOF FLOOR PLAN-FOR REFERENCE ONLY
PLUMBING LEVEL 2 NORTH FLOOR PLAN-FOR REFERENCE ONLY
PLUMBING RISER DIAGRAMS-FOR REFERENCE ONLY
LEVEL 3-ZONE 1 FRAMING PLAN-FOR REFERENCE ONLY
LEVEL 3-ZONE 2 FRAMING PLAN-FOR REFERENCE ONLY
CONCRETE SECTIONS & DETAILS-FOR REFERENCE ONLY
INSIDE OUTSIDE
5'-0"
CLEAR SPACE
FENCING
*ALL SIGNAGE AND PLACARDING DETAILS SHALL BE IN
ACCORDANCE WITH NFPA 704
FIGURE 31B-5
02 0 3 0 0
RED
BLUE
WHITE
YELLOW
BLUE
SODIUM HYPOCHLORITE HYDROCHLORIC ACID
RED
YELLOW
WHITE
GENERAL NOTES FOR PUBLIC
SWIMMING POOLS & SPA
ALL WORK SHALL COMPLY WITH
2022 CBC 2022 CMC 2022 CFC
2022 CEC 2022 CPC 2022 ENERGY CODE
2022 CALIFORNIA GREEN STANDARDS CODE
STATE OF CALIFORNIA AND CITY MUNICIPAL CODE
THIS PROJECT WILL COMPLY WITH SECTION 110.4 OF
THE ENERGY REGULATIONS:
A. THE THERMAL EFFICIENCY THAT COMPLIES WITH THE
APPLIANCE EFFICIENCY REGULATIONS.
B. AN ON/OFF SWITCH FOR THE HEATER.
C. INSTALL A WATERPROOF PLATE PROVIDING
INSTRUCTION FOR THE ENERGY EFFICIENT OPERATION
OF THE HEATER.
D. POOL/SPA WILL HAVE DIRECTIONAL INLETS FOR MIXING
THE WATER;
E. A TIME CLOCK WILL BE INSTALLED AS PART OF THE
POOL WATER CIRCULATION SYSTEM.
F. POOL/SPA'S HEATER(S) WILL NOT HAVE A CONTINUOUS
PILOT.
G. AT LEAST 36 INCHES OF PIPE SHALL BE INSTALLED
BETWEEN THE FILTER AND THE HEATER TO ALLOW FOR
THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT.
POOL DRAIN INLETS
ALL POOL DRAIN INLETS SHALL BE EQUIPPED WITH
ANTI ENTRAPMENT COVER (PER VIRGINIA BAKER LAW)
AREA NOTES
THE POOL SHALL BE ENCLOSURED BY ONE OR A COMBINATION OF THE
FOLLOWING: A FENCE, PORTION OF A BUILDING, WALL, OR OTHER
APPROVED DURABLE ENCLOSURE.
ENCLOSURE OF POOL AREA TO BE MINIMUM EFFECTIVE
PERPENDICULAR HEIGHT OF 5 FEET MINIMUM OR PER CITY REGULATION
IF GREATER. ENCLOSURE TO BE CHILDPROOF TYPE WITH 4 INCHES
MAX. OPENING, HOLES, OR GAPS IN THE ENCLOSURE, DOOR AND/OR
GATES SHALL NOT ALLOW THE PASSAGE OF A 4-INCH DIAMETER
SPHERE. THE ENCLOSURE SHALL BE CONSTRUCTED OVER A HARD AND
PERMANENT MATERIAL EQUIVALENT TO CONCRETE.
NO PLANTERS OR OTHER STRUCTURES THAT CAN BE CLIMBED SHALL BE
PERMITTED WITHIN 5 FEET OF THE OUTSIDE OF THE POOL ENCLOSURE
OR WITHIN A 5 FOOT ARC AS DEPICTED IN FIGURE 31B-5. THE AREA 5
FEET OUTSIDE OF THE POOL ENCLOSURE SHALL BE A COMMON AREA
OPEN TO THE PUBLIC PER CBC 3119B.1.
GATES AND DOOR TO BE OPENED OUTWARDLY AWAY FROM THE
POOL. DOOR HARDWARE, HANDLES, PULLS, LATCHES, LOCKS
AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL
HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND
DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR
TWISTING OF THE WRIST TO OPERATE.
·LEVER-OPERATED OR PUSH-TYPE MECHANISMS AND U-SHAPED
HANDLES ARE ACCEPTABLE DESIGNS. HARDWARE REQUIRED
FOR ACCESSIBLE DOOR PASSAGE WILL MOUNTED NO HIGHER
THAN 44 IN & NO LOWER THAN 42 IN ABOVE FINISHED FLOOR.
·DECKS TO BE SLIP-RESISTANT CONCRETE EXTENDING A
MINIMUM OF 4 FEET BEYOND POOL EDGE. EXCEPT: AT LEAST 4
FEET IN WIDTH SHALL EXTEND AROUND A CONTINUOUS 50% OR
MORE OF THE SPADECKS TO SLOPE NO MORE THAN 2 PERCENT
(1/4 INCHE PER FOOT ) AWAY FROM THE POOL TO A DECK
DRAINAGE SYSTEM. LANDSCAPE PLANTERS, FLOWER BEDS OR
SIMILAR UNPAVED AREAS SHALL NOT BE LOCATED WITHIN 4
FEET OF A SPA/POOL.
·EMERGENCY SHUT OFF SWITCH FOR ALL SPA PUMPS (BOTH
CIRCULATION & BOOSTER) SHALL BE LOCATED 5 FEET MINIMUM
FROM WATER AND WITHIN ENCLOSURE. EMERGENCY SHUT OFF
SIGN SHALL BE CONSPICUOUSLY POSTED.
SAFETY (SUPPLIED BY POOL CONTRACTOR)
EXCEPT FOR SPRAY GROUNDS WITHOUT STANDING WATER, THE
POOL OPERATOR SHALL ENSURE THE FOLLOWING SAFETY AND
FIRST AID EQUIPMENT:
·FIRST AID KIT WITH INSTRUCTIONS.
·TELESCOPIC POLE WITH LEAF RAKE AND 18 INCH BRUSH.
·12 FOOT MIN. FIXED LENGTH POLE WITH PERMANENTLY
ATTACHED BODY HOOK.
·17 INCH MIN. (EXTERIOR DIAMETER) LIFE RING WITH AN
ATTACHED THROW ROPE WITH A MIN. 316 INCH DIAMETER. THE
THROW ROPE SHALL BE OF SUFFICIENT LENGTH TO SPAN THE
MAXIMUM WIDTH OF POOL.
FOR POOLS THAT EXCEED 75 FEET IN LENGTH OR 50 FEET IN
WIDTH, THE POOL OPERATORS SHALL PROVIDE A RESCUE POLE
AND A LIFE RING ON AT LEAST TWO OPPOSING SIDES OF THE
PUBLIC POOL AT CENTRALIZED LOCATIONS.
ACCESSIBILITY NOTES
THE FOLLOWING SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR AND COMPLY WITH THE PHYSICALLY DISABLED
ACCESSIBILITY REQUIREMENTS.
1. RAMPS: SHALL NOT EXCEED MAXIMUM SLOPES (1/12).
2. DECKS: SHALL NOT EXCEED MAXIMUM SLOPES.
3. GATES AND DOORS: SHALL BE 3'-0" MINIMUM WIDTH.
4.POOL AND/OR SPA:
A) SHALL BE PROVIDED WITH RAMP FOR DISABLED ACCESS
OR
B) SHALL BE PROVIDED WITH A SLEEVE AND A ACCESSIBLE LIFT
AS SPECIFIED BY THE MANUFACTURER.
SIGNAGE
ALL SIGNS SHALL HAVE MINIMUM 4 INCHES HIGH, LEGIBLE
LETTERS OR NUMBERS UNLESS OTHERWISE REQUIRED IN THIS
SECTION.
ALL SIGNS MUST MEET REQUIREMENTS OF 2022 CALIFORNIA
BUILDING CODE, CCR TITLE 24.
·OCCUPANT CAPACITY: POOL 120 SPA 110
·"NO DIVING"
·"WARNING: NO LIFEGUARD ON DUTY" THE SIGN ALSO SHALL
STATE IN LETTERS AT LEAST 1 INCH HIGH "CHILDREN SHOULD
NOT USE POOL WITHOUT A ADULT SUPERVISION".
·AN ILLUSTRATED DIAGRAM OF ARTIFICIAL RESPIRATION AND
CPR PROCEDURES IN 1/4 INCH HIGH LETTERING.
·"DIAL 911 FOR EMERGENCIES". THE POOL FACILITY NAME AND
ADDRESS. THE NEAREST EMERGENCY SERVICE PHONE
NUMBER.
·"KEEP CLOSED" OR "KEEP GATE CLOSED"
·"PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO
HAVE HAD ACTIVE DIARRHEA WITHIN 14 DAYS SHALL NOT BE
ALLOWED TO ENTER THE POOL WATER" IN LETTERS AT LEAST 1
INCH.
ADDITIONAL REQUIREMENT FOR SPA SIGNAGE
·"EMERGENCY SHUT-OFF SWITCH" IN 1 INCH HIGH.
·"CAUTION" SIGN. THIS SIGN IS FOLLOWED BY THE FOLLOWING IN
1 INCH HIGH LETTERING:
a. ELDERLY PERSONS, PREGNANT WOMEN, INFANTS AND
THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL
CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE
ENTERING THE SPA.
b. CHILDREN SHOULD NOT USE SPA WITHOUT ADULT
SUPERVISION.
c. HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF
ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO
SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED.
d. DO NOT USE ALONE.
e. LONG EXPOSURE MAY RESULT IN HYPERTHERMIA, NAUSEA,
DIZZINESS OR FAINTING.
HAZARDOUS MATERIALS SIGNAGE
MAINTENANCE NOTE.
·PROVIDE VACUUM HEADS AND VACUUM HOSE.
·CYANURIC ACID, FREE CHLORINE, AND PH TEST KIT.
·THERMOMETER
POOL LIFT AND ACCESSIBLE NOTES
1141A.1 GENERAL. SWIMMING POOLS IN COMMON USE AREAS SHALL
COMPLY WITH THE PROVISIONS OF THIS SECTION AND CHAPTER
31B.
1141A.2 SWIMMING POOL DECK AREAS. SWIMMING POOL DECK
AREAS MUST BE ACCESSIBLE, AND A MECHANISM TO ASSIST
PERSONS WITH DISABILITIES GAIN ENTRY INTO THE POOL AND
EXIT FROM THE POOL SHALL BE PROVIDED. SUCH A MECHANISM
MAY CONSIST OF A SWIMMING POOL LIFT DEVICE AS LONG AS THE
DEVICE MEETS ALL OF THE FOLLOWING CRITERIA:
1. HAS A SEAT THAT MEETS ALL OF THE FOLLOWING:
1.1. THE SEAT MUST BE RIGID;
1.2. THE SEAT MUST BE NOT LESS THAN 17 INCHES (432 MM)
AND NOT MORE THAN 19 INCHES (483 MM), INCLUSIVE OF
ANY CUSHIONED SURFACE THAT MIGHT BE PROVIDED,
ABOVE THE POOL DECK;
1.3. THE SEAT MUST HAVE TWO ARMRESTS. THE ARMREST ON
THE SIDE OF THE SEAT BY WHICH ACCESS IS GAINED
SHALL BE EITHER REMOVABLE OR FOLD CLEAR OF THE
SEAT;
1.4. THE SEAT MUST HAVE A BACK SUPPORT THAT IS AT LEAST
12 INCHES (305 MM) TALL; AND
1.5. THE SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE
BY THE OCCUPANT OF THE SEAT AND THE RESTRAINT
MUST MEET THE TANDARDS FOR OPERABLE CONTROLS IN
COMPLIANCE WITH SECTION 1138A.4.4.
2. BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE
DECK AND WATER LEVELS.
3. BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN
A PERSON IS GETTING INTO OR OUT OF THE SEAT.
4. BE DESIGNED TO HAVE A LIVE-LOAD CAPACITY OF NOT LESS
THAN 300 POUNDS.
5. BE POSITIONED SO THAT, IF THE POOL HAS WATER OF
DIFFERENT DEPTHS, IT WILL PLACE THE OPERATOR INTO WATER
THAT IS AT LEAST 3 FEET (914 MM) DEEP.
6. BE CAPABLE OF LOWERING THE OPERATOR AT LEAST 18
INCHES (457 MM) BELOW THE SURFACE OF THE WATER.
APN #'S: 5773-006-010, 5773-006-036, 5773-006-005, 5773-006-004
TYPE OF CONSTRUCTION: IIIA OVER IA
OCCUPANCY: A-3 AMENITIES
PROJECT DATA
04/23/2025
APPROVED
Planning Services
City of Arcadia
04/24/2025
25-660
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
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32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
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A
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:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
3FT6IN3FT
6IN
SL
O
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E
1:
1
0
3'-6"
3'-9"
3'-6"
3'-9"
SL
O
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1:
1
0
3FT9IN3FT
9IN
3FT6IN 3FT6IN
3FT9IN 3FT9IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT9IN
3FT9IN
3FT9IN
3FT9IN
3FT6IN
3FT6IN
3FT
6IN 3FT
6IN
SP-101
PLOT PLAN
LEGEND
STAINLESS STEEL HANDRAIL
VGB COMPLIANT ANTI-VORTEX
MAIN DRAIN COVER
SKIMMER
UNDERWATER LIGHT
AUTOFILL HOUSING
ADA LIFT & ANCHOR
WALL RETURN
DEPTH MARKER
JUNCTION BOX
SPA SWITCH & EMERGENCY SHUT-OFF
HOSE BIB
PLOT PLAN18"
3FT 6IN
ADA LIFT
SOCKET
PLUMBING PATH
PLUMBING PATHPLUMBING PATH
SPA SWITCH &
EMERGENCY SHUT-OFF
POOL
SEE SP-201 SPA
SEE SP-301
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
5'-0" HIGH POOL GATE
W/ SELF-LATCHING &
SELF-CLOSING DEVICE
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
MEN'S
WOMEN'S
ADA LIFT
SOCKET
5'-0" HIGH POOL GATE
W/ SELF-LATCHING &
SELF-CLOSING DEVICE
5'-0" HIGH POOL GATE
W/ SELF-LATCHING &
SELF-CLOSING DEVICEDRINKING
FOUNTAIN
POOL SHOWER
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
5'-0" HIGH WALL PER
LANDSCAPE PLANS
5'-0" HIGH WALL PER
LANDSCAPE PLANS
5'-0" HIGH FENCE PER
LANDSCAPE PLANS
PL
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J-BOX
J-BOX
POOL EQUIPMENT
ROOM BELOW
SEE SP-501
TILE NOTES:
-CONTRASTING TILE ON STEPS AND BENCHES IS
REQUIRED. INSTALLATION OF TRIM TILE IS
LIMITED TO THE EDGES OF STEPS, SPA BENCHES
ON HORIZONTAL SURFACES. SURFACES MUST BE
SLIP-RESISTANT, CONTRASTING COLOR, AND NO
MORE THAN 4 INCHES WIDE. SLIP-RESISTANT IS
CONSIDERED A WET COEFFICIENT OF FRICTION
OF 0.6 OR GREATER.
-6" CERAMIC GLOSSY/SMOOTH/CONTRASTING
COLOR TILES ARE REQUIRED AROUND THE
ENTIRE WATERLINE PERIMETER FOR ALL TYPES
OF POOLS INCLUDING FIBERGLASS POOLS AND
SPAS.
NOTES:
1.ALL FENCING OVER PLANTER AREA SHALL BE
CONSTRUCTED OVER 6" CONCRETE MOW CURB.
2.DECK SLOPE OF 1% AND MAX DECK SLOPE OF 2%
AWAY FROM POOL/SPA TO DRAINAGE.
3.A POOL SHALL BE WHITE IN COLOR WITH NO
LETTERS, MARKINGS OR DESIGNS EXCEPT FOR
SAFETY MARKINGS.
4.SPA AND POOL CIRCULATION TO BE INDEPENDENTLY
CONNECTED. SPA EMERGENCY SHUT-OFF SWITCH
TO CONTROL ONLY SPA CIRCULATION AND BOOSTER
SYSTEM ONLY. NOT TO CONNECT TO POOL
CIRCULATION SYSTEM.
5.SPA SWITCH WILL SHUT OFF BOTH RECIRCULATION
SYSTEM AND JET PUMPS ON A SINGLE SWITCH.
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
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Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
3FT
6IN
3FT
6IN
SL
O
P
E
1
1
0
3'-6"
3'-9"
3'-6"
3'-9"
SL
O
P
E
1
1
0
3FT
9IN
3FT
9IN
3FT
6IN
3FT
6IN
3FT
9IN
3FT
9IN
3FT 6IN
3FT6IN
3FT 6IN
3FT6IN
3FT 6IN
3FT6IN
3FT6IN
3FT 6IN
3FT9IN
3FT 9IN
3FT9IN
3FT 9IN
9
SPS-100
STEP SECTION
4
SPS-100
TYPICAL
LIGHT NICHE
6
SPS-100
AUTOFILL
DETAIL
7
SPS-100
SKIMMER
DETAIL
4
SPS-101
ACCESSIBLE
LIFT
5
SPS-100
POOL
SECTION
2
SPS-100
SHALLOW
WALL
3
SPS-100
BOND BEAM
DETAIL
3FT 6IN3FT6IN
SLOPE
1:10
TYPICAL FLOOR SLAB 6" THICK MIN.
W/ #4 @ 12" O.C. EACH WAY
#4 @ 12" O.C. EACH WAY
18" TO 14" PER FT.
SLOPE
EXPANSION JOINT
& SEALANT REQ'D
PRECAST COPING
2"
CL
R
.
3"
MI
N
.
WATER LEVEL
(4) #4 HORIZ. CONT. WITHIN
BOND BEAM 2" CLEAR BETWEEN
BARS REQ'D
3"
CLR.
93 4"
18" TO 14" PER FT.
SLOPE
6"
MI
N
.
1'
-
6
"
M
I
N
.
3'
-
0
"
M
A
X
.
RA
D
I
U
S
6"
M
I
N
.
-
1
'
-
0
"
M
A
X
.
WATER LEVEL
#4 @ 12" O.C. EACH WAY
BOND BEAM PER
DETAIL 3/SPS-100
* 4'-0" MAX. DEPTH
TOP OF WALL TO
TOP OF FLOOR
PRECAST COPING
EQ
.
EQ
.
W.L.
6"
MIN.
2'-612"
3"
CLR.
(3) #4
(2) #4 Z-BARS
BOND BEAM
STEEL DROPPED
BELOW NICHE
PRECAST
CONCRETE COPING
8
SPS-100SKIMMER PER
SP DRAWING
212"
PLAN VIEW
3'
-
0
"
3"
CLR.
6"
MIN.
(2) #4 Z-BARS
(3) #4
BOND BEAM STEEL
DROPPED BELOW NICHE
24
"
L
A
P
TY
P
I
C
A
L
POOL
24
"
L
A
P
TY
P
I
C
A
L
BOND BEAM STEEL
SLOPE
18" TO 14" PER FT.
WL
18
"
M
I
N
.
PE
R
N
.
E
.
C
.
#4 @ 12" O.C.
EACH WAY
PRECAST COPING
EXPANSION JOINT
& SEALANT REQ'D
(3) #4 EACH WAY
AROUND NICHE
RECESSED LIGHT
FIXTURE
6" MIN.
REFER TO SP PLANS FOR
RISE AND RUN OF STEPS
SHALLOW WALL
REINFORCING PER
DETAIL 5/SPS-100
REINFORCING NOT
REQUIRED @ STEPS
2" PVC
6"
MIN
2'-612"
3"
CLR.
(2) #4 Z-BARS
(3) #4
BOND BEAM STEEL
PER DETAIL 3/SPS-100
WL
SPS-100
1 POOL PLAN VIEW14"
BOND BEAM DETAIL
SHALLOW WALL SECTION
POOL SECTION
3 1"4
1"5 6
7 34"SKIMMER DETAIL (SECTION)8 34"SKIMMER DETAIL (PLAN)
2 14"
POOL LIGHT NICHE DETAIL
9
34"
10
POOL LAYOUT,
SECTION AND
DETAILS
NTS NOT USED
AUTOFILL DETAIL1"
34"POOL/SPA STEP SECTION
9/30/24
3/18/2024
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
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Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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0
2
/
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2
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4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
3FT6IN
3FT 6IN
3FT
6IN
3FT
6IN
3
SPS-101
2
SPS-101
3
SPS-100
SPA SECTION
BOND BEAM
DETAIL
TYPICAL
LIGHT NICHE
7
SPS-100
SKIMMER
DETAIL 6
SPS-100
AUTOFILL
DETAIL
4
SPS-101
ACCESSIBLE
LIFT
9
SPS-100
STEP SECTION 3FT 6IN
POOL OR SPA WALL
BOND BEAM
WATER LEVEL
6"
EM
B
E
D
WL
SLOPE
18" TO 14" PER FT.
#4 @ 12" O.C.
EACH WAY
6"
MI
N
.
RECESSED LIGHT
FIXTURE
REINFORCING NOT REQUIRED
IN BUILT-UP SEAT OR STEPS
SEE SP PLANS FOR
SEAT DIMENSIONS
PRECAST COPING
BOND BEAM PER
DETAIL 3/SPS-100
* 4'-0" MAX DEPTH
SPS-101
12"SPA PLAN VIEW
3
SPA LAYOUT,
SECTION AND
DETAILS
2 SPA SECTION12"
ACCESSIBLE LIFT FOOTING34"3 4"SPA LIGHT NICHE DETAIL 4
1 5 NOT USEDNTS NTS NOT USED6
7 NTS NOT USED 8 NOT USEDNTS NTS NOT USED9
9/30/24
3/18/2024
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
MAX EQUIPMENT
WEIGHT = 2,000 LBS
1'-2"1'-8"
MIN.
EDGE DIST.
MIN. ANCHOR
SPACING
3"
54
"
48"
MI
N
.
A
N
C
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EM
B
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MAXIMUM EQUIPMENT WIDTH
(4) 38" DIA. SIMPSON
'STRONG-BOLT 2' WEDGE
ANCHORS TO BE INSTALLED
INTO STRUCTURALLY
SOUND CONCRETE
23 E
Q
U
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I
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ST
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A
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MAX TANK
WEIGHT = 555 LBS
RESTRAINING BAND
NYLON STRAP 2000 LB
TEST
12" DIA. EYE BOLT W/
SIMPSON SET-XP
EPOXY, 6" EMBED
(E) SOLID
GROUTED CMU
WALL
EQ
U
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N
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I
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T
Date:
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Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
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:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
SPS-102
1 1"2 1"
GENERAL NOTES
1.CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AT JOB SITE. THE ARCHITECT AND ENGINEER SHALL BE MADE AWARE OF ANY
DISCREPANCIES OR INCONSISTENCIES.
2.POOL CONCRETE (SHOTCRETE) SHALL BE PNEUMATICALLY PLACED AND THE PROPORTIONS SHALL NOT BE LESS THAN 1 PART CEMENT TO 412 PARTS SAND
WITH MAXIMUM 3 GALLONS WATER SAC OF CEMENT. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI MINIMUM AT 28 DAYS. TYPE V CEMENT SHALL
BE USED. CEMENT SHALL CONFORM TO CBC CHAPTER 19 ASTM C150.62 AND 175.66.
3.KEEP POOL CONCRETE CONSTANTLY DAMP FOR 14 DAYS AFTER PLACING.
4.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 FOR #5 BARS AND GREATER, GRADE 40 ELSEWHERE.
5.SIZE AND SHAPE OF POOL TO BE DETERMINED BY OWNER AND POOL COMPANY.
6.ALL INTERIOR SURFACES OF POOL TO BE COATED WITH WATERPROOF PLASTER.
7.THIS PLAN IS A STANDARD STRUCTURAL EXAMPLE OF A SWIMMING POOL LOCATED IN A CONCRETE VAULT WITHIN A PODIUM BUILDING STRUCTURE. IF THE
SUPPORT STRUCTURE DOES NOT CONFORM TO THE DETAIL REQUIREMENTS, OWNER OR POOL CONTRACTOR SHALL NOTIFY JEFF CANFIELD CONSULTING
ENGINEER, FOR A REVIEW OF THE FIELD CONDITIONS.
8.JEFF CANFIELD CONSULTING ENGINEER IS RESPONSIBLE FOR STRUCTURE ONLY, AND ASSUMES NO RESPONSIBILITY FOR NON-STRUCTURAL ITEMS SUCH
AS PLUMBING, ELECTRICAL AND SOIL.
9.ALL WORK SHALL CONFORM TO THE 2022 CBC.
10.CONTRACTOR IS ADVISED TO VERIFY LOCATION OF ANY POST-TENSION CABLES OR OTHER SLAB REINFORCING PRIOR TO INSTALLATION OF DRILLED
ANCHORS, DRILLED ANCHORS SHALL NOT EXPOSE, DAMAGE, OR COMPROMISE SLAB CABLES OR REINFORCING IN ANY WAY.
STATEMENT OF SPECIAL INSPECTION
1.THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN WRITTEN WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL:
·REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS
·MONITOR THE SPECIAL INSPECTION ACTIVITY ON THE PROJECT SITE TO ASSURE THAT SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR
DUTY AS STATED WITHIN THIS STATEMENT.
·REVIEW ALL SPECIAL INSPECTION REPORTS SUBMITTED TO THEM BY THE SPECIAL INSPECTOR
·PERFORM INSPECTIONS AS REQUIRED BY CBC SECTION 110.3
2.THE FOLLOWING SPECIAL INSPECTIONS ARE APPLICABLE TO THIS PROJECT:
·SIMPSON STRONG-TIE XP EPOXY ADHESIVE ANCHORS PER ICC-ESR-2508
·SIMPSON STRONG-TIE STRONG BOLT 2 WEDGE ANCHORS PER ICC-ESR-3037
·SHOTCRETE
TABLE 1705.3 REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION
TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARD
CBC
REFERENCE
1. INSPECTION, REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY
PLACEMENT -X ACI 318 CH. 20, 25.2,
25.3, 26.61 - 26.6.3 1908.4
2. REINFORCING BAR WELDING:
A.VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706
B.INSPECT SINGLE PASS FILLET WELD MAXIMUM 516"
C.INSPECT ALL OTHER WELDS
-X AWS D1.4
ACI 318: 26.6.4 --X
X -
3. INSPECT ANCHORS CAST IN CONCRETE -X ACI 318: 17.8.2 -
4. INSPECT ANCHORS POST-INSTALLED IN CONCRETE MEMBERS:
A.ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS
B.MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.
X --
-X
ACI 318: 17.8.2.4
ACI 318: 17.8.2
5. VERIFY USE OF REQUIRED DESIGN MIX -X ACI 318: CH. 19,
26.4.3, 26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS, FOR STRENGTH TESTS,
PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
OF THE CONCRETE
X -
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
1908.10
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION
TECHNIQUES X -ACI 318: 26.5 1908.6, 1908.7,
1908.8
8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES -X ACI 318:
26.5.3 - 26.5.5 1908.9
9. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN
POST-TENSIONED CONCRETE PRIOR TO REMOVAL OF SHORES AND FORMS FROM
BEAMS AND STRUCTURAL SLABS
-X ACI 318: 26.11.2 -
10.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE
MEMBER BEING FORMED -X ACI 318: 26.11.1.2 (b)-
EQUIPMENT WALL ANCHORAGEEQUIPMENT BASE ANCHORAGE
GENERAL NOTES
AND EQUIPMENT
ANCHORAGE
DETAILS
9/30/24
3/18/2024
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
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N
A
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E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
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:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
METAL FITTING INPLANTED IN DECK (HANDRAIL,
GRABRAIL, STARTING BLOCK, STANCHIONS, ETC.)GROUND BUS IN
SWIMMING POOL J-BOX
POOL PANEL
POOL REINFORCING
STEEL
DECK
REINFORCING
STEEL
HEATER
PUMP
#8 BARE CU.
GROUND BUS
ANY METAL PARTS OF ELECTRICAL EQUIPMENT
IN CONTACT WITH POOL WATER CIRCULATION
#8 SOLID BARE CU.
#8 SOLID BARE CU.
POOL LIGHT GROUNDING
CONDUCTOR #12 SOLID
INSULATED CU.
#8 BARE CU.
TYPICAL POOL
REINFORCING
#8 SOLID GROUNDING WIRE
TO POOL REINFORCING
DIRECT BURIAL
BONDING CLAMP
TYPICAL POOL
REINFORCING
#8 SOLID GROUNDING WIRE
TO POOL REINFORCING
CONNECTOR AT NICHE
CONDUIT TO J-BOX
#8 SOLID GROUNDING
WIRE TO POOL
REINFORCING
BRONZE WEDGE
ANCHOR
#8 STRANDED COPPER
CABLE.
BONDING SCREW
3FT
6IN
3FT
6IN
SL
O
P
E
1:
1
0
3'-6"
3'-9"
3'-6"
3'-9"
SL
O
P
E
1:
1
0
3FT
9IN
3FT
9IN
3FT
6IN
3FT
6IN
3FT
9IN
3FT
9IN
3FT 6IN
3FT6IN
3FT 6IN
3FT6IN
3FT 6IN
3FT6IN
3FT6IN
3FT 6IN
3FT9IN
3FT 9IN
3FT9IN
3FT 9IN
3FT6IN
3FT 6IN
3FT
6IN
3FT
6IN
DECK BONDING MESH, #8 AWG WIRE,
3' HORIZONTAL DISTANCE UNDER
DECK 9" O.C. EACH WAY
DECK BONDING MESH, #8 AWG WIRE,
3' HORIZONTAL DISTANCE UNDER
DECK 9" O.C. EACH WAY
DE
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8
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#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
#8
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HAND RAIL
HAND RAILHAND RAILHAND RAIL
UNDERWATER LIGHT UNDERWATER LIGHT UNDERWATER LIGHT
UN
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#8 GROUNDING
WIRE (TYP.)
#8 GROUNDING
WIRE (TYP.)
ADA
ANCHOR
POOL REINFORCING
STEEL
ADA
ANCHOR
SP
A
R
E
I
N
F
O
R
C
I
N
G
ST
E
E
L
BONDING DETAILB SP-102
GROUNDING PLAN,
DETAIL &
EQUIPOTENTIAL
BONDING NOTES
NOTES:
1.BOND ALL POOL, SPA AND POOL DECK STEEL
REINFORCING GRIDS TOGETHER.
2.ALL WIRING SHALL BE WITH #8 BARE COPPER
CONDUCTORS UNLESS NOTED OTHERWISE.
3.ALL GROUNDING AND BONDING SHALL BE IN
ACCORDANCE WITH APPLICABLE SECTIONS OF
CALIFORNIA ELECTRICAL CODE AND THE
NATIONAL ELECTRICAL CODE.
4.SEE DETAIL B HEREON FOR BONDING DETAIL.
12"
A 14"GROUNDING PLOT PLAN
LEGEND
STAINLESS STEEL HANDRAIL
VGB COMPLIANT ANTI-VORTEX
MAIN DRAIN COVER
SKIMMER
UNDERWATER LIGHT
AUTOFILL HOUSING
ADA LIFT & ANCHOR
WALL RETURN
DEPTH MARKER3FT6IN
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
CMU WALL
BY OTHERS
SKIMMER AND LIGHT
AUTOFILL
HANDRAIL ANCHOR
SKIMMER AND
AUTOFILL
SKIMMER
FOAM BY
OTHERS
ADA LIFT ANCHOR LIGHT SKIMMER AND LIGHT
SKIMMER
CAVITY FLOOR DRAIN & FINAL
LOCATION BY OTHERS
CMU WALL
BY OTHERS
CMU WALL
BY OTHERS
CM
U
W
A
L
L
BY
O
T
H
E
R
S
CM
U
W
A
L
L
BY
O
T
H
E
R
S
PO
O
L
W
A
L
L
PO
O
L
W
A
L
L
POOL WALL
POOL WALL
SP
A
W
A
L
L
SP
A
W
A
L
L
SPA WALL
SPA WALL
SPA WALL
FOAM BY
OTHERS
3'-4"4'-6"3'-0"4'-6"12'-6"2'-0"12'-6"4'-6"10'-10"
4'
-
4
"
3'
-
0
"
3'
-
0
"
16
'
-
4
"
9'
-
6
"
2'
-
0
"
2'
-
1
0
"
4'-
1
"
2'-1"4'-2"2'-1"5'-8"6'-8"
2'
-
4
"
4'-
1
"
1'-8"
1'-
2
"
1'-8"
1'-8"
1'-8"
1'-
8
"
8"8"1'-
8
"
1'-
8
"
4'-
1
"
25
'
-
9
"
21
'
-
8
"
2'
-
0
"
4'-
0
"
78'-3"
FO
A
M
B
Y
OT
H
E
R
S
CM
U
W
A
L
L
Date:
Drawn:
OW
N
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Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
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N
A
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AR
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9
1
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SM
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08/24/23
22-612
AR
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P
A
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L
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9
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F
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1
4
0
CA
R
L
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B
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9
2
0
0
8
PH
O
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:
7
6
0
4
4
4
-
5
2
3
6
FA
X
:
PL
A
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C
K
S
U
B
M
I
T
T
A
L
4
:
0
2
/
1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
NOT USEDB SP-103
CAVITY LAYOUT
NTS
A 14"CAVITY LAYOUT
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
A
S
T
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
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I
A
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0
0
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08/24/23
22-612
AR
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9
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F
L
E
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S
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,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
PH
O
N
E
:
7
6
0
4
4
4
-
5
2
3
6
FA
X
:
PL
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
:
0
2
/
1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
3FT
6IN
3FT
6IN
SL
O
P
E
1:
1
0
3'-6"
3'-9"
3'-6"
3'-9"
SL
O
P
E
1:
1
0
3FT
9IN
3FT
9IN
3FT
6IN
3FT
6IN
3FT
9IN
3FT
9IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT 6IN
3FT6IN
3FT6IN
3FT 6IN
3FT9IN
3FT 9IN
3FT9IN
3FT 9IN
7
TYP.
TYP.
3
TYP.
1
TYP.
1
TYP.
9
2 22
2 2 2
2
2
11
5
6
5865685
10
8
2
2
5
CAVITY DRAIN & FINAL
LOCATION BY OTHERS
3" MAIN DRAIN SUCTION
34" AUTOFILL CONDUIT
1" FILL LINE
212" CIRCULATION RETURN
3" SKIMMER SUCTION
112"
3 4"
1"
34"
1"
2"
112"
3"
112"
112"
112"
112"
112"
112"
3"
3"
3"
2"
2"
112"
112"
112"112"112"
2"212"2"
212"
3"
112"
2"
A
SP-202
C
SP-201
B
SP-201
8'
-
0
"
3'
-
0
"
8'
-
1
1
"
19
'
-
1
1
"
55'-11"
4'-0"
12
"
TY
P
1'
-
6
"
4
CONSTRUCTION NOTES
COPING TO BE 12" PRE-CAST CONCRETE COPING TYPE
WITH A FULL EXPANSION JOINT AND PLIABLE MASTIC
BETWEEN DECK & POOL BOND BEAM.
SEE DETAIL C/SP-401
DEPTH/DECK MARKERS TO BE CONTRASTING COLOR ON
ALL POOL WALLS AT 25'-0" MAX. SPACING, WITH SLIP-
RESISTANT, MARKERS IN DECK.
SEE DETAIL K/SP-401 FOR DECK MARKERS
SEE DETAIL G/SP-401 FOR DEPTH (WALL) MARKERS
DRAINS TO BE TAMPERPROOF TYPE, 36" MIN. SEPARATION
W/ A HYDROSTATIC DEVICE INSTALLED IF HIGH GROUND
WATER IS ENCOUNTERED OR ANTICIPATED.
SEE DETAIL D/SP-401
FILL LINE TO BE 2" MIN. ABOVE WATER LINE AND BELOW
RIM. SUPPLY FROM APPROVED SOURCE VIA FEBCO 825-Y
RPBFP, AND IN PROTECTED AREA SUCH AS EQUIPMENT
ROOM. SEE DETAIL I/SP-401
WALL INLET W/ ADJUSTABLE EYEBALL INLETS LOCATED
18" BELOW WATERLINE IN POOL.
SEE DETAIL F/SP-401
SKIMMERS TO BE WATERWAYS 540-6300 2". PROVIDE ONE
SKIMMER FOR EACH 500 SQ. FT. OF POOL SURFACE AREA
OR FRACTION THEREOF.
SEE DETAIL E/SP-401
PLASTER TO BE WHITE AND SMOOTH W/ 6" MIN. CERAMIC
TILE BAND AT WATERLINE.
LIGHTS TO PROVIDE THE EQUIVALENT OF 1 WATT PER SQ.
FT. OF POOL SURFACE AREA. LIGHTS MUST BE LOCATED
WITH WATER DEPTH OVER LENS AT LEAST 18".
SEE DETAIL L/SP-401
POOL STEPS SHALL HAVE THE SAME DIMENSIONS WITH A
TREAD NOT LESS THAN 12" IN WIDTH, EXCEPT THE TOP
STEP NOT LESS THAN 14" IN WIDTH. IF THE TOP STEP IS
CURVED CONVEXLY, THE TOP STEP TREAD SHALL NOT BE
LESS THAN 21" IN WIDTH OR GREATER 24" AS MEASURED
AT THE POINT OF MAXIMUM CURVATURE. RISERS SHALL
BE UNIFORM AND SHALL NOT EXCEED 12" IN HEIGHT.
SEE DETAIL A/SP-401
ADA LIFT SOCKET, SEE DETAIL M/SP-401
AUTOFILL - LEVOLOR STATIC PIPE HOUSING - COMPUTER
CONTROLLED DEVICES THAT DETECT A LOW WATER
CONDITION AND AUTOMATICALLY REPLACE THE WATER R
TO A PRESET LEVEL.
SEE DETAIL J/SP-401
1
2
3
4
5
6
7
8
9
10
11
5
5
5
66
8 8
3FT 9IN
2
3FT 9IN
2
3FT 9IN
2
8
7
TYP.
TYP.
3
TYP.
1
CAVITY DRAIN & FINAL
LOCATION BY OTHERS
3'
-
9
"
6"
4'
-
3
"
5'
-
3
"
55'-8"
25'-1112"4'-0"25'-1112"
55'-11"
C
SP-401
CONCRETE SLAB CMU WALL
BY OTHERS
FOAM BY
OTHERS
R9"
3FT 6IN
2
3FT 6IN
2
3FT 6IN
2
7
TYP.
TYP.
1
TYP.
9
C
SP-401
CMU WALL
BY OTHERS
FOAM BY
OTHERS
3'
-
6
"
6"
4'
-
0
"
5'
-
3
"
55'-11"
55'-8"
STRUCTURAL
FOAM BY POOL
CONTRACTOR
CONCRETE SLAB
R6
"
POOL DATA
SIZE 19'-11" X 55'-11"
AREA 1,114 SQ. FT.
PERIMETER 151'-8"
WATER DEPTH 3'-6" TO 3'-9"
CAPACITY 30,157 GALLONS
TURNOVER REQ.84 GPM
OCCUPANT LOAD 55
SP-201
POOL PLAN VIEW,
PLUMBING LAYOUT
AND SECTION VIEWS
C 14"
POOL PLAN VIEW AND PLUMBING LAYOUTA14"
B 14"POOL LONGITUDINAL SECTION THRU MAIN DRAINS
LEGEND
STAINLESS STEEL HANDRAIL
VGB COMPLIANT ANTI-VORTEX
MAIN DRAIN COVER
SKIMMER
UNDERWATER LIGHT
AUTOFILL HOUSING
ADA LIFT & ANCHOR
WALL RETURN
DEPTH MARKER3FT6IN
POOL LONGITUDINAL SECTION TOWARDS STAIRS
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
R
C
A
D
I
A
34
E
A
S
T
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
SM
AT
08/24/23
22-612
AR
C
A
D
I
A
A
P
A
R
T
M
E
N
T
S
,
L
L
C
.
57
9
0
F
L
E
E
T
S
T
.
,
S
U
I
T
E
1
4
0
CA
R
L
S
B
A
D
,
C
A
9
2
0
0
8
PH
O
N
E
:
7
6
0
4
4
4
-
5
2
3
6
FA
X
:
PL
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
4
:
0
2
/
1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
CONSTRUCTION NOTES
COPING TO BE 12" PRE-CAST CONCRETE COPING TYPE
WITH A FULL EXPANSION JOINT AND PLIABLE MASTIC
BETWEEN DECK & POOL BOND BEAM.
SEE DETAIL C/SP-401
DEPTH/DECK MARKERS TO BE CONTRASTING COLOR ON
ALL POOL WALLS AT 25'-0" MAX. SPACING, WITH SLIP-
RESISTANT, MARKERS IN DECK.
SEE DETAIL K/SP-401 FOR DECK MARKERS
SEE DETAIL G/SP-401 FOR DEPTH (WALL) MARKERS
DRAINS TO BE TAMPERPROOF TYPE, 36" MIN. SEPARATION
W/ A HYDROSTATIC DEVICE INSTALLED IF HIGH GROUND
WATER IS ENCOUNTERED OR ANTICIPATED.
SEE DETAIL D/SP-401
FILL LINE TO BE 2" MIN. ABOVE WATER LINE AND BELOW
RIM. SUPPLY FROM APPROVED SOURCE VIA FEBCO 825-Y
RPBFP, AND IN PROTECTED AREA SUCH AS EQUIPMENT
ROOM. SEE DETAIL I/SP-401
WALL INLET W/ ADJUSTABLE EYEBALL INLETS LOCATED
18" BELOW WATERLINE IN POOL.
SEE DETAIL F/SP-401
SKIMMERS TO BE WATERWAYS 540-6300 2". PROVIDE ONE
SKIMMER FOR EACH 500 SQ. FT. OF POOL SURFACE AREA
OR FRACTION THEREOF.
SEE DETAIL E/SP-401
PLASTER TO BE WHITE AND SMOOTH W/ 6" MIN. CERAMIC
TILE BAND AT WATERLINE.
LIGHTS TO PROVIDE THE EQUIVALENT OF 1 WATT PER SQ.
FT. OF POOL SURFACE AREA. LIGHTS MUST BE LOCATED
WITH WATER DEPTH OVER LENS AT LEAST 18".
SEE DETAIL L/SP-401
POOL STEPS SHALL HAVE THE SAME DIMENSIONS WITH A
TREAD NOT LESS THAN 12" IN WIDTH, EXCEPT THE TOP
STEP NOT LESS THAN 14" IN WIDTH. IF THE TOP STEP IS
CURVED CONVEXLY, THE TOP STEP TREAD SHALL NOT BE
LESS THAN 21" IN WIDTH OR GREATER 24" AS MEASURED
AT THE POINT OF MAXIMUM CURVATURE. RISERS SHALL
BE UNIFORM AND SHALL NOT EXCEED 12" IN HEIGHT.
SEE DETAIL A/SP-401
ADA LIFT SOCKET, SEE DETAIL M/SP-401
AUTOFILL - LEVOLOR STATIC PIPE HOUSING - COMPUTER
CONTROLLED DEVICES THAT DETECT A LOW WATER
CONDITION AND AUTOMATICALLY REPLACE THE WATER R
TO A PRESET LEVEL.
SEE DETAIL J/SP-401
1
2
3
4
5
6
7
8
9
10
11
TYP.
35TYP.
9
3FT6IN
2
3FT6IN
2
7
TYP.
TYP.
1
STRUCTURAL
FOAM BY POOL
CONTRACTOR
C
SP-401
CMU WALL
BY OTHERS
FOAM BY
OTHERS
3'
-
6
"
6"
4'
-
0
"
5'
-
3
"
3'-2"5'-9"3'-0"3'-0"5'-0"
19'-11"
19'-8"
CONCRETE SLAB
SLOPE
1:10
R9
"
SP-202
POOL SECTION
VIEWS
A 14"
LEGEND
STAINLESS STEEL HANDRAIL
VGB COMPLIANT ANTI-VORTEX
MAIN DRAIN COVER
SKIMMER
UNDERWATER LIGHT
AUTOFILL HOUSING
ADA LIFT & ANCHOR
WALL RETURN
DEPTH MARKER3FT6IN
NOT USEDPOOL CROSS SECTION THRU STAIRS B NTS
04/23/2025 CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
CONSTRUCTION NOTES
COPING TO BE 12" PRE-CAST CONCRETE COPING TYPE WITH
A FULL EXPANSION JOINT AND PLIABLE MASTIC BETWEEN
DECK & POOL BOND BEAM.
SEE DETAIL C/SP-401
DEPTH/DECK MARKERS TO BE CONTRASTING COLOR ON ALL
POOL WALLS AT 25'-0" MAX. SPACING, WITH SLIP- RESISTANT,
MARKERS IN DECK.
SEE DETAIL K/SP-401 FOR DECK MARKERS
SEE DETAIL G/SP-401 FOR DEPTH (WALL) MARKERS
DRAINS TO BE TAMPERPROOF TYPE, 36" MIN. SEPARATION W/
A HYDROSTATIC DEVICE INSTALLED IF HIGH GROUND WATER
IS ENCOUNTERED OR ANTICIPATED.
SEE DETAIL D/SP-401
FILL LINE TO BE 2" MIN. ABOVE WATER LINE AND BELOW RIM.
SUPPLY FROM APPROVED SOURCE VIA FEBCO 825-Y RPBFP,
AND IN PROTECTED AREA SUCH AS EQUIPMENT ROOM.
SEE DETAIL I/SP-401
WALL INLET W/ ADJUSTABLE EYEBALL INLETS LOCATED 18"
BELOW WATERLINE IN POOL. SEE DETAIL F/SP-401
SKIMMERS TO BE WATERWAYS 540-6300 2". PROVIDE ONE
SKIMMER FOR EACH 500 SQ. FT. OF POOL SURFACE AREA OR
FRACTION THEREOF.
SEE DETAIL E/SP-401
PLASTER TO BE WHITE AND SMOOTH W/ 6" MIN. CERAMIC TILE
BAND AT WATERLINE.
LIGHTS TO PROVIDE THE EQUIVALENT OF 1 WATT PER SQ. FT.
OF POOL SURFACE AREA. LIGHTS MUST BE LOCATED WITH
WATER DEPTH OVER LENS AT LEAST 18".
SEE DETAIL B/SP-402
SPA STEPS SHALL HAVE THE SAME DIMENSIONS WITH A
TREAD NOT LESS THAN 12" IN WIDTH, EXCEPT THE TOP STEP
NOT LESS THAN 14" IN WIDTH. IF THE TOP STEP IS CURVED
CONVEXLY, THE TOP STEP TREAD SHALL NOT BE LESS THAN
21" IN WIDTH OR GREATER 24" AS MEASURED AT THE POINT
OF MAXIMUM CURVATURE. RISERS SHALL BE UNIFORM AND
SHALL NOT EXCEED 12" IN HEIGHT. SEE DETAIL A/SP-402
ADA LIFT SOCKET, SEE DETAIL M/SP-401
AUTOFILL - LEVOLOR STATIC PIPE HOUSING - COMPUTER
CONTROLLED DEVICES THAT DETECT A LOW WATER
CONDITION AND AUTOMATICALLY REPLACE THE WATER R TO
A PRESET LEVEL.
SEE DETAIL J/SP-401
1
2
3
4
5
6
7
8
9
10
11
3FT6IN
3FT 6IN
3FT
6IN
3FT
6IN
TYP.
3
TYP.
9
TYP.
1
5
2
5
5
2
6
6
8
10
11
7
TYP.
3" CIRCULATION RETURN
34" FILL LINE
34" AUTOFILL CONDUIT
4" MAIN DRAIN SUCTION
4" SKIMMER SUCTION
112"
112"
112"
112"
2"
112"
2"
112"
2"
3 4"
3 4"34"
3
4"
34"
3
4"
3
4"
2"
4"
4"
4"
4"
212"
212"
212"
212"
212"
212"
19
'
-
1
1
"
A
SP-402
D
SP-301
A
SP-302
C
SP-301
1'-10"2'-2"1'-10"4'-7"
5'-10"
10'-43 4"
5'
-
1
1
"
14
'
-
0
"
212"212"
CMU WALL
BY OTHERS
MI
C
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A
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N
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#8
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CO
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4'-0"
18"
TYP
12"
TYP
1'
-
6
"
4
5
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Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
3FT6IN
3FT 6IN
3FT
6IN
3FT
6IN
2" AIR LINE
4" BOOSTER RETURN
4" BOOSTER SUCTION
1" TYP.
212" LOOP
1" AIR LOOP
4"
4"
5 5
6
3FT 6IN
2
TYP.
3
TYP.
1
TYP.
9
7
TYP.
C
SP-401
STRUCTURAL
FOAM BY POOL
CONTRACTOR
3'-2"8'-314"3'-0"3'-113 4"1'-6"
19'-11"
3'
-
6
"
6"
4'
-
0
"
5'
-
3
"
19'-8"
FOAM BY
OTHERS
CMU WALL
BY OTHERS
CONCRETE SLAB
TYP.
3 8
TYP.
1
7
TYP.
CMU WALL
BY OTHERS
FOAM BY
OTHERS
C
SP-401
STRUCTURAL
FOAM BY POOL
CONTRACTOR
G
SP402
MICRO CHANNEL DRAIN
#8002 LENGTH OF SPA
COPING
3'
-
6
"
6"
4'
-
0
"
5'
-
0
"
1'-6"
10'-13 4"
1'-83 8"4'-0"1'-83 8"1'-6"
10'-43 4"
CMU WALL
BY OTHERS
5'
-
3
"
CONCRETE SLAB
FOAM BY
OTHERS
CMU WALL FOOTING PER
STRUCTURAL ENGINEER
SPA DATA
SIZE 10'-43 4" X 19'-11"
AREA 180 SQ. FT.
PERIMETER 60'-7"
WATER DEPTH 3'-6"
CAPACITY 3,395 GALLONS
TURNOVER REQ.113 GPM
OCCUPANT LOAD 18
SP-301
SPA PLAN VIEW,
PLUMBING
LAYOUT, BOOSTER
JET LAYOUT &
SECTION VIEWS
SPA BOOSTER JET LAYOUTB12"SPA PLUMBING PLANA12"
SPA LONGITUDINAL SECTION THRU MAIN DRAINC12"D 12"
LEGEND
STAINLESS STEEL HANDRAIL
VGB COMPLIANT ANTI-VORTEX
MAIN DRAIN COVER
SKIMMER
UNDERWATER LIGHT
AUTOFILL HOUSING
ADA LIFT & ANCHOR
WALL RETURN
DEPTH MARKER3FT6IN
SPA CROSS SECTION THRU MAIN DRAIN
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
CONSTRUCTION NOTES
COPING TO BE 12" PRE-CAST CONCRETE COPING TYPE WITH
A FULL EXPANSION JOINT AND PLIABLE MASTIC BETWEEN
DECK & POOL BOND BEAM.
SEE DETAIL C/SP-401
DEPTH/DECK MARKERS TO BE CONTRASTING COLOR ON ALL
POOL WALLS AT 25'-0" MAX. SPACING, WITH SLIP- RESISTANT,
MARKERS IN DECK.
SEE DETAIL K/SP-401 FOR DECK MARKERS
SEE DETAIL G/SP-401 FOR DEPTH (WALL) MARKERS
DRAINS TO BE TAMPERPROOF TYPE, 36" MIN. SEPARATION W/
A HYDROSTATIC DEVICE INSTALLED IF HIGH GROUND WATER
IS ENCOUNTERED OR ANTICIPATED.
SEE DETAIL D/SP-401
FILL LINE TO BE 2" MIN. ABOVE WATER LINE AND BELOW RIM.
SUPPLY FROM APPROVED SOURCE VIA FEBCO 825-Y RPBFP,
AND IN PROTECTED AREA SUCH AS EQUIPMENT ROOM.
SEE DETAIL I/SP-401
WALL INLET W/ ADJUSTABLE EYEBALL INLETS LOCATED 18"
BELOW WATERLINE IN POOL. SEE DETAIL F/SP-401
SKIMMERS TO BE WATERWAYS 540-6300 2". PROVIDE ONE
SKIMMER FOR EACH 500 SQ. FT. OF POOL SURFACE AREA OR
FRACTION THEREOF.
SEE DETAIL E/SP-401
PLASTER TO BE WHITE AND SMOOTH W/ 6" MIN. CERAMIC TILE
BAND AT WATERLINE.
LIGHTS TO PROVIDE THE EQUIVALENT OF 1 WATT PER SQ. FT.
OF POOL SURFACE AREA. LIGHTS MUST BE LOCATED WITH
WATER DEPTH OVER LENS AT LEAST 18".
SEE DETAIL B/SP-402
SPA STEPS SHALL HAVE THE SAME DIMENSIONS WITH A
TREAD NOT LESS THAN 12" IN WIDTH, EXCEPT THE TOP STEP
NOT LESS THAN 14" IN WIDTH. IF THE TOP STEP IS CURVED
CONVEXLY, THE TOP STEP TREAD SHALL NOT BE LESS THAN
21" IN WIDTH OR GREATER 24" AS MEASURED AT THE POINT
OF MAXIMUM CURVATURE. RISERS SHALL BE UNIFORM AND
SHALL NOT EXCEED 12" IN HEIGHT. SEE DETAIL A/SP-402
ADA LIFT SOCKET, SEE DETAIL M/SP-401
AUTOFILL - LEVOLOR STATIC PIPE HOUSING - COMPUTER
CONTROLLED DEVICES THAT DETECT A LOW WATER
CONDITION AND AUTOMATICALLY REPLACE THE WATER R TO
A PRESET LEVEL.
SEE DETAIL J/SP-401
1
2
3
4
5
6
7
8
9
10
11
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Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
55
TYP.
3
TYP.
1
7
TYP.
FOAM BY
OTHERS
C
SP-401
STRUCTURAL
FOAM BY POOL
CONTRACTOR
3'
-
6
"
6"
4'
-
0
"
13'-9"
1'-6"4'-0"3'-0"4'-0"1'-6"
14'-0"
CONCRETE SLAB
CMU WALL
BY OTHERS
CMU WALL
BY OTHERS
5'
-
3
"
5'
-
0
"
SP-302
SPA SECTION
VIEWS
NOT USEDBNTSA12"
LEGEND
STAINLESS STEEL HANDRAIL
VGB COMPLIANT ANTI-VORTEX
MAIN DRAIN COVER
SKIMMER
UNDERWATER LIGHT
AUTOFILL HOUSING
ADA LIFT & ANCHOR
WALL RETURN
DEPTH MARKER3FT6IN
SPA LONGITUDINAL SECTION THRU MAIN DRAIN
04/23/2025 CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
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E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
6"
4
R
I
S
E
R
S
@
1
2
"
E
A
.
28
"
M
I
N
.
36
"
M
A
X
.
3'
-
6
"
3'-2"
STEP TRIM TILE TO
BE UNGLAZED
CERAMIC TILE WITH
CONTRASTING
COLOR.
BONDED
WITH #8
WIRE
14"12"12"
28
"
M
I
N
.
36
"
M
A
X
4'-0"
1.905" Ø STAINLESS
STEEL HAND RAIL
1'-63 4"1'-012"
SOLENOID VALVE
2" CITY WATER POOL
NOTE:
POTABLE WATER SUPPLY FOR THE AUTO
FILL SYSTEM IS PROTECTED BY A REDUCED
PRESSURE BACKFLOW PREVENTER
MANUAL OVER-RIDE
SYSTEM BYPASS
MANUAL OVER-RIDE
SYSTEM BYPASS
BV
BV
BV
BV
BACKFLOW PREVENTION
DEVICE (BY OTHERS)
POINT OF
CONNECTION
SOLENOID VALVE
REFER TO PLAN VIEW
FOR PLUMBING SIZE
SPA
3FT 6IN
PLAN VIEW @ COPING
NOTE:
1.BE MADE OF DURABLE MATERIAL THAT IS RESISTANT TO
WEATHERING
2.USE THE ABRASIVE TILE FOR ON THE DECK AND
SMOOTH TILE FOR IN THE POOL/SPA WALL.
3.THE UNIVERSAL SYMBOL OF NO DIVING MARKER SHALL
CONSIST OF A RED CIRCLE WITH A SLASH THROUGH IT
SUPERIMPOSED OVER THE IMAGE OF A DIVER.
FACE OF POOL WALL2'-0"
NUMERALS
HEIGHT: MIN. 4"
COLOR: CONTRASTING W/ BACKGROUND
1'
-
0
"
112"
3"
6"4"
1'-6"
6" MIN. ALL SIDE
POOL PERIMETER
WL
DECK ELEV. PER PLAN
18
"
M
I
N
.
GROUNDING LUG W/ *8 SOLID
COPPER WIRE TO POOL
REINFORCING
120 VOLT WHITE UNDERWATER
LIGHT W/ LOW WATER CUT-OFF
AND SAFETY SENSOR
WHITE PLASTER FINISH
OVER GUNITE SHELL
(2) #4 BAR EACH WAY
1" CONDUIT TO
J-BOX PER CODE
APPROVED GFI PROTECTED
J-BOX IN PLANTING AREA
OR WALL 8"
M
I
N
.
WATER LEVEL
1'-0"12" PRECAST
CONCRETE COPING
WHITE PLASTER
6"
212"
112"
2% SLOPE
WATER LINE TILE TO BE
DETERMINED (WATER
LINE TILES ARE TO BE
CONTRASTING IN COLOR
TO THE WHITE PLASTER)
CMU WALL
BY OTHERS
Ø4" M
I
N
C
O
R
E
D
R
I
L
L
DIAME
T
E
R
BONDING BOLT
ANCHOR CAP KEY
ANCHOR CAP
∅2-3/8"
∅2-7/8"
6-
1
/
2
"
6"
SEE CUT SHEET E,F,G & H/SP-603
FOR ADA SPECIFICATION
3'-0"
1'
-
8
"
18"
∅2-3/8"
6"
POOL WALL
1'-6"
SECTION VIEW
ADJACENT PAVER
BY OTHERS
POOL PLASTER
COPING EDGE
BOND BEAM
POOL LIFT AND CUP ANCHOR
MAXIMUM LOAD = 480 LBS
CONC. FOOTING PER
POOL ENGINEER
PLAN VIEW
14" SLOPE
1'
-
2
"
1'
-
6
"
BONDED WITH #8 WIRE
17
"
-
1
9
"
12
"
M
I
N
RI
G
I
D
S
E
A
T
OCCUPANT RESTRAINT
ARMREST - REMOVABLE /
FOLDABLE
POOL DECK
PER 2022 CBC SECTION 1141A.2 AND 11B-1009.2.4
12
'
M
I
N
.
RI
G
I
D
S
E
A
T
18
'
M
I
N
.
OCCUPANT RESTRAINT
ARMREST - REMOVABLE /
FOLDABLEPOOL DECK
PER 2022 CBC SECTION 1141A.2 AND 11B-1009.2.8
STATIONARY WATER LEVEL
CMU WALL
BY OTHERS
CONC. FOOTING PER
POOL ENGINEER
CMU WALL
BY OTHERS
SECTION VIEW
20
"
MI
N
.
W.L.
1012"
1812"
6"
2912"
2"
M
I
N
.
PLAN VIEW
3'
-
0
"
18
"
RE
F
FOR POOL STEEL SCHEDULE
AND STEEL DETAILS
(SEE ENGINEER DRAWINGS)
2912"
2"
1" VERTICAL
ADJUSTMENT OF FRAME
TO ACCOMMODATE
MISALIGNMENT
10
"
3"
CMU WALL
BY OTHERS
POOL FILTER
BACKWASH LINE
6" TO 4" BELL
REDUCER
4" SEWER LINE
P-TRAP
CLEAN OUT
AIR GAP = 2X PIPE DIA.
NOTE: MAIN DRAIN TO BE V.G.B. APPROVED
FRAME & GRATE
SIZES VARY,
SEE SP-501
MAIN DRAIN
SUCTION LINE
CAVITY
2"
M
I
N
.
2" PVC
SKIMMER LID 6"
2912"
EQUALIZER LINE WITH
COVER (112" MIN.)
1" COUPLING SENSOR
3 4" CONDUIT TO SENSOR
CONTROL SYSTEM AT
CONTROL BOX
ELEVATION VIEW @ WATERLINE TILE
WATERLINE
NOTE:
1.BE MADE OF DURABLE MATERIAL THAT IS
RESISTANT TO WEATHERING
2.USE THE ABRASIVE TILE FOR ON THE DECK AND
SMOOTH TILE FOR IN THE POOL/SPA WALL.
6"
1'-0"
WATERLINE6"
1'-0"
3FT 6IN
3FT 9IN
4"
4"
2'-2"
2'
-
5
"
BONDED
W/ #8 WIRE
WL
WHITE PLASTER
5" X 14" RECESSED
STEPS
1.905"Ø STANDARD
STAINLESS STEEL
GRAB RAIL
12
"
12
"
12
"
1'
-
6
"
WATER LEVEL
EYEBALL WALL INLET
WATERWAYS #400-9190
45
°
(M
I
N
.
)
WHITE PLASTER
POOL WALL
SP-401
POOL & SPA
DETAILS
A)LIFT ANCHOR DETAIL
SCALE: 3"=1'-0"
MOTION-TREK BP 350
SPECTRUM
MODEL - 153121
C COPING DETAIL1"D MAIN DRAIN DETAIL1"B POOL GRAB RAIL SECTION34"A POOL STEP SECTION12"
E SKIMMER DETAIL34"F WALL INLET112"G DEPTH (WALL) MARKERS112"H P-TRAP DETAIL34"
I FILL LINE DETAIL1"
K DECK MARKERS112"L POOL UNDERWATER LIGHT34"
J AUTOFILL DETAIL1"
M ACCESSIBLE LIFT AND ANCHOR34"
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
WL
8"
M
I
N
.
120 VOLT WHITE UNDERWATER
LIGHT W/ LOW WATER CUT-OFF
AND SAFETY SENSOR
GROUNDING LUG W/ *8 SOLID
COPPER WIRE TO POOL
REINFORCING
(2) #4 BAR EACH WAY
1" CONDUIT TO
J-BOX PER CODE
APPROVED GFI PROTECTED
J-BOX IN PLANTING AREA
OR WALL
SPA PERIMETER
DECK ELEV. PER PLAN
WHITE PLASTER FINISH
OVER GUNITE SHELL
6"
4
R
I
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@
1
2
"
E
A
.
28
"
M
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N
.
36
"
M
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.
4'-0"
3'
-
6
"
3'-2"
STEP TRIM TILE TO
BE UNGLAZED
CERAMIC TILE WITH
CONTRASTING
COLOR.
BONDED
WITH #8
WIRE
14"12"
1.905" Ø STAINLESS
STEEL HAND RAIL
12"
28
"
M
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.
36
"
M
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1'-612"1'-012"
23 E
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MAX TANK
WEIGHT = 555 LBS
RESTRAINING BAND
NYLON STRAP 2000 LB
TEST
12" DIA. EYE BOLT W/
SIMPSON SET-XP
EPOXY, 6" EMBED
(E) SOLID
GROUTED CMU
WALL
EQ
U
I
P
M
E
N
T
H
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I
G
H
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CMU WALL FOOTING PER
STRUCTURAL ENGINEER
CMU WALL
BY OTHERS
MICRO CHANNEL DRAIN
#8002 LENGTH OF SPA
COPING (SEE SPEC.
SHEET L/SP-602)
1'-1"
1"
SP-402
POOL & SPA
DETAILS
G MICRO CHANNEL DRAIN112"
I NOT USEDNTS J NOT USEDNTS
H NOT USEDNTS
K NOT USEDNTS
C NOT USEDNTS D NOT USEDNTSBSPA UNDERWATER LIGHT34"A SPA STEP SECTION12"
E CHEMICAL TANK SEISMIC RESTRAINTNTS F NOT USEDNTS
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
2
1 1
POOL
SAND
FILTER
TR140C
PO
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CONTROLLER
CLEARANCE
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3
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CL
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A
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SPA
SAND
FILTER
TR100C
SPA
SAND
FILTER
TR100C
H20
PR
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HO
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B
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EYEWASH
GAS STUB
GAS STUB
PO
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ACID
FD
6" CMU WALL
BY OTHERS
4" SEWER P-TRAP LOCATION
FOR BACKWASH.
SEE DETAIL H/SP-401
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10'-10"4'-0"2'-3"
17'-2"
8"4'-10"
23
'
-
9
"
8'
-
1
"
16
'
-
1
1
"
25
'
-
1
"
5'-5"
2
STENNER
(ACID)
FLOW METER
AC
I
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N
K
BACKWASH TO 4" SEWER VIA
LEGAL AIR GAP
PRESSURE GAUGE
VACUUM
GAUGE
ACID FUME
SCRUBBER
STENNER
(CHLORINE)
CV
CH
L
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I
N
E
TA
N
K
90% MAX. FILL LINE 90% MAX. FILL LINE
POOL
SAND
FILTER
TR140C
212" CIRCULATION RETURN
PRESSURE
GAUGE
BV
3" SKIMMER SUCTION
3" MAIN DRAIN SUCTION
HEATER
B-R407A
SERVICE
CLEARANCE
Auto
IPS Controllers
SETLEVELUPDOWNDoseTimeDelayTimeOverTimer HighAlertLowAlertCALpHFACCYA
pHORP 1 [FAC]ORP 2 [CYA]Temp
FlowTank 1Tank 2
RemoteActivity
pH ORP1 ORP2 AC Power Temp Flow
IPS-M920CA
pH ORPmV/FACipscontrollers.com
MODE
AlertDose 1Dose 2AlertDoseORP
pH
Reset
CHEMICAL CONTROL
MONITOR (IPS-M920CA)
212"
BV
BV
212"212"212"
36" PVC FOR FUTURE
SOLAR ARRAY
BV
112
4" BOOSTER SUCTION
4" BOOSTER RETURN W/14 JETS
4" MAIN DRAIN SUCTION
CV
AC
I
D
T
A
N
K
ACID FUME
SCRUBBER
CH
L
O
R
I
N
E
TA
N
K
3" CIRCULATION RETURN
VACUUM
GAUGE
90% MAX. FILL LINE 90% MAX. FILL LINE
4" SKIMMER SUCTION
PRESSURE
GAUGE
STENNER
(ACID)
STENNER
(CHLORINE)
FLOW METER
HEATERB-R337A
SERVICE
CLEARANCE
3"3"
BV
BFV
112 CV
CV
BV
BV 3"3"
212"
212"
4"
1
BACKWASH TO 4" SEWER VIA
LEGAL AIR GAP
PRESSURE GAUGE
VACUUM
GAUGE
SPA
SAND
FILTER
TR100C
PRESSURE
GAUGE
BFV
Auto
IPS Controllers
SETLEVELUPDOWNDoseTime DelayTimeOverTimerHighAlert LowAlertCALpHFACCYA
pHORP 1 [FAC]ORP 2 [CYA]Temp
FlowTank 1Tank 2 RemoteActivity
pH ORP1 ORP2 AC PowerTemp Flow
IPS-M920CA
pH ORPmV/FACipscontrollers.com
MODE
AlertDose 1Dose 2AlertDose
ORP
pH
Reset
CHEMICAL CONTROL
MONITOR (IPS-M920CA)
BFV
1
SPA
SAND
FILTER
TR100C
2"
212"
BVBV
2"
2"
2"
2"
212"
CV
CV
2"
2"
36" PVC FOR FUTURE
SOLAR ARRAY
BV
SP-501
EQUIPMENT ROOM
LAYOUT, LIST &
SCHEMATIC
DIAGRAMS
POOL EQUIPMENT LIST
EQUIPMENT BRAND MODEL QTY SPEC.DESCRIPTION
PUMP PENTAIR WFK-8 1 A,B/SP-601 2HP WHISPERFLO HIGH PERFORMANCE PUMP (THREE PHASE) @ MAX. 106 GPM
(ITEM# 011643)
FILTER PENTAIR TR-140C 1 C,D/SP-601 HIGH CAPACITY FIBERGLASS SAND FILTER @ 141 GPM
MULTI-PORT
BACKWASH VALVE PRAHER SM2-PP3 1 A/SP-602 2" BACKWASH VALVE
HEATER RAYPAK B-R407A 1 E,F/SP-601 399K BTUH DIGITAL ASME HEATERS
FLOWMETER BLUE & WHITE F-300 1 G,H/SP-601 F-30250P (212")
CHEMICAL
CONTROLLER
IPS
CONTROLLERS M920CA 1 K/SP-601 DISINFECTANT DIGITAL CONTROLLER (PH/ DUAL ORP)
CHLORINATOR STENNER 85M2 1 C,D/SP-602 LIQUID CHLORINE PUMP (MAX. 17 LBS/DAY)
ACID PUMP STENNER 45MHP10 1 C,D/SP-602 LIQUID ACID PUMP (MAX. 10 LBS/DAY)
LIGHT PENTAIR INTELLIBRITE 3 G,H/SP-602 500WATT EQUIVALENCY UNDERWATER WHITE LED LIGHTS (55 WATTAGE)
SKIMMER WATERWAY 540-6300 3 I,J/SP-602 COMMERCIAL RENEGADE GUNITE IN-GROUND SKIMMER
MAIN DRAIN PARAMOUNT SDX-162-2212-X
X 2 J/SP-603 10" ROUND DRAIN COVERS (SUMPLESS)
WALL RETURN WATERWAY 400-9190 5 B/SP-602 FLUSH MOUNT RETURN FITTING (WHITE COLOR)
CHLORINE TANK CARBOY 53 GALLON 2 C/SP-603 53 GAL STORAGE DRUM
ACID TANK CHEMTAINER TC2435DC 1 A,B/SP-603 35 GAL DOUBLE WALL DUAL CONTAINMENT BULK STORAGE TANK
ACID FUME
SCRUBBER PROMINENT 7747090 1 F/SP-602
WATER LEVELER LEVOLOR K1100 1 I,J/SP-601 AUTOMATIC WATER LEVELER SYSTEM
CONTROL PENTAIR LX802 1 K/SP-602 POOL & SPA CONTROLLER
SPILL
CONTAINMENT
PLATFORM
EAGLE MFG.1633 1 A/SP-604 1 DRUM SPILL CONTAINMENT PLATFORM
SPILL
CONTAINMENT
PLATFORM
EAGLE MFG.1632 1 C/SP-604 2 DRUM SPILL CONTAINMENT PLATFORM
SPILL PLATFORM
RAMP EAGLE MFG.1689 1 B/SP-604 SPILL CONTAINMENT PLATFORM RAMP
SPA EQUIPMENT LIST
EQUIPMENT BRAND MODEL QTY SPEC.DESCRIPTION
CIRCULATION
PUMP PENTAIR WFK-4 2 A,B/SP-601 1HP WHISPERFLO HIGH PERFORMANCE PUMP (THREE PHASE) @ MAX. 74 GPM
(ITEM# 011641)
BOOSTER PUMP PENTAIR WFK-6 2 A,B/SP-601 112HP WHISPERFLO HIGH PERFORMANCE PUMP (THREE PHASE) @ MAX. 95 GPM
(ITEM# 011642)
FILTER PENTAIR TR-100C 2 C,D/SP-601 HIGH CAPACITY FIBERGLASS SAND FILTER @ 98 GPM
MULTI-PORT
BACKWASH VALVE PRAHER SM2-PP3 2 A/SP-602 2" BACKWASH VALVE
HEATER RAYPAK B-R337A 1 E,F/SP-601 332.5K BTUH DIGITAL ASME HEATERS
FLOWMETER BLUE & WHITE F-300 1 G,H/SP-601 F-30300P (3")
CHEMICAL
CONTROLLER
IPS
CONTROLLERS M920CA 1 K/SP-601 DISINFECTANT DIGITAL CONTROLLER (PH/ DUAL ORP)
CHLORINATOR STENNER 45MHP10 1 C,D/SP-602 LIQUID CHLORINE PUMP (MAX. 10 LBS/DAY)
ACID PUMP STENNER 45MHP10 1 C,D/SP-602 LIQUID ACID PUMP (MAX. 10 LBS/DAY)
LIGHT PENTAIR INTELLIBRITE 1 G,H/SP-602 300WATT EQUIVALENCY UNDERWATER WHITE LED LIGHTS (40 WATTAGE)
SKIMMER WATERWAY 540-6300 2 I,J/SP-602 COMMERCIAL RENEGADE GUNITE IN-GROUND SKIMMER
MAIN DRAIN PARAMOUNT SDX-162-2212-
XX 2 J/SP-603 10" ROUND DRAIN COVERS (SUMPLESS)
BOOSTER MAIN
DRAIN PARAMOUNT SDX-162-2212-
XX 2 J/SP-603 10" ROUND DRAIN COVERS (SUMPLESS)
WALL RETURN WATERWAY 400-9190 4 B/SP-602 FLUSH MOUNT RETURN FITTING (WHITE COLOR)
JET RETURN WATERWAY 210-3330 14 E/SP-602 10" TEE-112" SX12" S-34" SPIGOT X 12" SPIGOT
CHLORINE TANK CARBOY 53 GALLON 0 C/SP-603 53 GAL STORAGE DRUM (SHARED W/ POOL)
ACID TANK CHEMTAINER TC2435DC 0 A,B/SP-603 35 GALLON DOUBLE WALL BULK STORAGE TANK (SHARED W/ POOL)
ACID FUME
SCRUBBER PROMINENT 7747090 0 F/SP-602 SHARED W/ POOL
WATER LEVELER LEVOLOR K1100 1 I,J/SP-601 AUTOMATIC WATER LEVELER SYSTEM
CONTROL PENTAIR LX802 0 K/SP-602 POOL & SPA CONTROLLER (SHARED W/ POOL)
B 38"POOL EQUIPMENT SCHEMATIC
C 38"SPA EQUIPMENT SCHEMATIC
A 38"EQUIPMENT ENCLOSURE LAYOUT
EQUIPMENT NOTES
A.ALL EQUIPMENT TO BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
B.ALL VALVES SHALL BE TAQQED WITH WATERPROOF OPERATING CARD.
C.ALL PIPE MATERIALS TO BE PVC. SCH. 40.
D.FILTERS BACKWASH TO SANITARY SEWER VIA LEGAL AIR GAP AND SIGHT GLASS.
E.PRESSURE GAUGES SHALL BE MOUNTED AT THE SAME ELEVATION.
F.FLOW METER B&W F-300-10 X PIPE DIAMETER AHEAD & 4 X PIPE DIAMETER BACK ON STRAIGHT PIPE.
G.HEATERS WITH AUTO TEMPERATURE CONTROL AND INTERNAL BY-PASS.
H.ALL EQUIPMENT, CONSTRUCTION AND ETC.... SHALL MEET TITLE 22 & 24.
I.HAZARDOUS MATERIALS STORED AND/OR USED WITHIN THE BUILDING, WILL NOT EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1(1)
AND 307.2(2)
J.LABEL ALL PIPES SHOWING DIRECTION OF FLOW AND ANY VALVES INDICATING PURPOSE. IDENTIFY MULTIPLE RE-CIRCULATION SYSTEMS.
K.PIPES CARRYING WASTEWATER FROM SWIMMING POOLS, INCLUDING POOL DRAINAGE AND BACKWASH FROM FILTER, SHALL BE INSTALLED
AS AN INDIRECT WASTE. WHERE A PUMP IS USED TO DISCHARGE WASTE POOL WATER TO THE DRAINAGE SYSTEM, THE PUMP DISCHARGE
SHALL BE INSTALLED AS AN INDIRECT WASTE (SEC. 813.0 CPC)
L.INCOMPATIBLE MATERIALS IN STORAGE AND STORAGE OF MATERIALS THAT ARE INCOMPATIBLE WITH MATERIALS IN USE SHALL BE
SEPARATED WHEN THE STORED MATERIALS ARE IN CONTAINERS HAVING A CAPACITY OF MORE THEN 5 POUNDS (2 kg) OR 0.5 GALLON (2 L).
(2022 CFC 5003.9.8)
M.EQUIPMENT ROOM FLOORS SHALL BE SLOPED A MINIMUM OF 14 IN. PER FT. TO A FLOOR DRAIN.
N.CHLORINE AND ACID TANKS TO BE CLEARLY MARKED WITH A FILL LINE AT 90% CAPACITY TO AVOID OVER FILLING
O.USE OF POOL CHEMICALS AND ASSOCIATED EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2022 CALIFORNIA FIRE CODE, CHAPTER 50
P.POOL EQUIPMENT WILL BE MOUNTED A CONTINUOUS SLAB OF CONCRETE.
Q.CIRCULATION PUMPS, CHEMICAL CONTROLLER AND CHEMICAL FEED PUMPS ARE ALL INTERLOCKED TO THE CIRCULATION PUMP POWER
SOURCE. ENSURING CHEMICAL PUMPS ARE UNABLE TO RUN WITHOUT CIRCULATION SYSTEM BEING OPERABLE.
R.POTABLE WATER SUPPLY FOR FILL LINE (POINT OF CONNECTION) SEE DETAIL I/SP-401.
NOTE:
·EQUIPMENT ROOM HEIGHT (7 FT+) AND WITH LOCKABLE
DOOR.
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
R
C
A
D
I
A
34
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AR
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9
1
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SM
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08/24/23
22-612
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0
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2
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PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
SP-601
PRODUCT
SPECIFICATION CUT
SHEETS
BA C D
FE G H
JI K L
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
R
C
A
D
I
A
34
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08/24/23
22-612
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:
7
6
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4
4
4
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2
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B
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I
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4
:
0
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1
6
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2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
SP-602
PRODUCT
SPECIFICATION CUT
SHEETS
BA C D
FE G H
JI K L
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
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C
A
D
I
A
34
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A
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A
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.
AR
C
A
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I
A
C
A
9
1
0
0
6
SM
AT
08/24/23
22-612
AR
C
A
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A
A
P
A
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6
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B
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:
0
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1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
11B-1009.2.2 Seat location. In the raised position, the centerline of the seat shall be
located over the deck and 16 inches (406 mm) minimum from the edge of the pool. The deck
surface between the centerline of the seat and the pool edge shall have a slope not steeper
than 1:48.
11B-1009.2.3 Clear deck space. On the side of the seat opposite the water, a clear
deck space shall be provided parallel with the seat. The space shall be 36 inches (914 mm)
wide minimum and shall extend forward 48 inches (1219 mm) minimum from a line located
12 inches (305 mm) behind the rear edge of the seat. The clear deck space shall have a
slope not steeper than 1:48.
18
"
M
I
N
(4
5
7
m
m
)
48" MIN
(1219 mm)
36
"
M
I
N
(9
1
4
m
m
)
12"
(305 mm)
WATER
POOL DECK
WATER
POOL DECK
CL
SP603
PRODUCT
SPECIFICATION CUT
SHEETS
BA C
E G
H J
F
I
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
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A
D
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34
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9
1
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0
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SM
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08/24/23
22-612
AR
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6
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0
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1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
SP-604
PRODUCT
SPECIFICATION CUT
SHEETS
A B
C D
E F
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
R
C
A
D
I
A
34
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A
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S
A
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A
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A
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.
AR
C
A
D
I
A
C
A
9
1
0
0
6
SM
AT
08/24/23
22-612
AR
C
A
D
I
A
A
P
A
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M
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57
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:
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I
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4
:
0
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1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
SP701
CHEMICAL
REGULATION
A B
C D
E G
ALLOWABLE QUANTITY IS 500 GALLONS OR 1000 GALLONS
IF SPRINKLERED. (PER TABLE 5003.1.1 (2))
CHEMICAL NOTES
CHEMICAL CLASSIFICATION FORM CHEMICAL RESISTANCE DATA
CHEMICAL RESISTANCE CHART CHEMICAL PUMP
FCHEMICAL CONTROLLER
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
Date:
Drawn:
OW
N
E
R
S
N
A
M
E
:
Sheet Title:
Checked:
32232 PASEO ADELANTO, SUITE A
SAN JUAN CAPISTRANO, CA 92675
P(949)493-9548 F(949)493-8495
LICENSE# 744177C53 A B C61/D06
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF AQUATIC TECHNOLOGIES
AND SHALL NOT BE USED ON ANY OTHER WORK
EXCEPT BY WRITTEN AGREEMENT WITH AQUATIC
TECHNOLOGIES. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER SCALED DIMENSIONS
AND SHALL BE VERIFIED ON THE JOB SITE. ANY
DISCREPANCY SHALL BE BROUGHT TO THE
NOTICE OF AQUATIC TECHNOLOGIES.
Project Number
PR
O
J
E
C
T
N
A
M
E
:
RevisionDateNo.
Aquatic
POOL SPAS WATER FEATURES
WWW.AQUATICTECHNOLOGIES.COM
AL
E
X
A
N
A
R
C
A
D
I
A
34
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A
S
T
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A
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.
AR
C
A
D
I
A
C
A
9
1
0
0
6
SM
AT
08/24/23
22-612
AR
C
A
D
I
A
A
P
A
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T
M
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N
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S
,
L
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.
57
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:
7
6
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4
4
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5
2
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S
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B
M
I
T
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A
L
4
:
0
2
/
1
6
/
2
0
2
4
PC SUBMITTAL 312/11/23
PC SUBMITTAL 402/16/23
HART BROTHERS CONSTRUCTION, INCDBA AQUATIC TECHNOLOGIES
SWIMMING POOL CONSULTANT & CONTRACTOR
LICENSE # 744177C53 A B C61/D06EXPIRES: 12-31-2025
SIGNATURE DATE
23 E
Q
U
I
P
M
E
N
T
H
E
I
G
H
T
ST
R
A
P
H
E
I
G
H
T
MAX TANK
WEIGHT = 555 LBS
RESTRAINING BAND
NYLON STRAP 2000 LB
TEST
12" DIA. EYE BOLT W/
SIMPSON SET-XP
EPOXY, 6" EMBED
(E) SOLID
GROUTED CMU
WALL
EQ
U
I
P
M
E
N
T
H
E
I
G
H
T
SP-702
CHEMICAL
REGULATION
A B
C D
E G
CHLORINE HAZARDOUS MATERIALS PLACARD MURIATIC ACID HAZARDOUS MATERIALS PLACARD
CHLORINE ACID
LETTERS TO BE 3" TALL LETTERS TO BE 3" TALL
PLACARD AND VERBIAGE
TO BE PLACED ON TANK
AND OUTSIDE OF DOOR
PLACARD AND VERBIAGE
TO BE PLACED ON TANK
AND OUTSIDE OF DOOR
TANK SEISMIC RESTRAINT - TYP. OF CHLORINE & ACID
CHEMICAL TANK - CHLORINE CHEMICAL TANK - ACID
ACID FUME SCRUBBER F
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
(2)
FDC
(4)
BACKFLOW DI
R
E
C
T
6"
D
E
R
I
N
G
E
R
3
0
G
X
(
D
C
D
A
-
I
I
)
DW
SC
DWDW
EJ
SS
SS
SS
SS
SS
DN
UP
UP
DN
UP
DN
UP
DN
DN
DN
DN
J DN
DN
G
W
T TRANSFORMER
WATER METER BOX, POINT OF CONNECTION WITHIN 5' OF BLDG.
GAS METER, POINT OF CONNECTION WITHIN 5' OF BUILDING
UTILITY PULL BOX
PROPERTY LINE
FDC
FH
DOUBLE DETECTOR CHECK
FIRE DEPARTMENT CONNECTION, REFER TO CIVIL PLANS
FIRE HYDRANT, REFER TO CIVIL PLANS
IRRIGATION CONTROLLER, REFER TO LANDSCAPING PLANS
PRESSURE REGULATOR
ACCESSIBLE ROUTE
U
C
BUILDING
LIGHT POLE
FDC FIRE DEPARTMENT CONNECTION, REFER TO CIVIL PLANS (EXISTING)(E)
FH FIRE HYDRANT, REFER TO CIVIL PLANS (EXISTING)
DW MANHOLES / DRYWELL SYSTEM AT P1 LEVEL. REFER TO CIVIL PLANS
BURDENED AREA. SEE 3/A0.31
1. REFER TO SHEET A0.05 FOR GRAPHIC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO CIVIL DEMOLITION PLAN FOR ADDITIONAL INFORMATION AND SCOPE OF SITE DEMOLITION.
3. ALL CIVIL (GRADES) AND LANDSCAPE INFORMATION SHOWN ON THIS SHEET IS FOR REFERENCE ONLY, REFER TO CIVIL AND LANDSCAPE DRAWINGS. PUBLIC SIDEWALK AND SITE HARDSCAPE DESIGN, GRADES, PUBLIC SIDEWALKS, SITE WALKWAYS, EXIT DOOR EXTERIOR LANDINGS, EXIT PATHS, CURB RAMPS, DRIVEWAY APRONS, ETC. TO COMPLY WITH
GOVERNING CODE REQUIREMENTS.
4. REFER TO LANDSCAPE DRAWINGS FOR SITE FURNISHINGS. SITE FURNISHINGS SHALL NOT
BE LOCATED IN THE EXIT PATHWAYS AND SHALL NOT BLOCK EXIT DOORS. SITE FURNISHINGS SHALL NOT BLOCK FIRE DEPARTMENT ACCESS.
5. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR LOCATIONS OF STREET LIGHTS, PARKING METERS, UTILITY VAULTS, STREET PLANTERS, ETC. LOCATED IN THE PUBLIC WAY. LOCATIONS TO ALLOW FOR DISABLED ACCESS WITHIN THE PUBLIC WAY AND SHALL COMPLY
WITH GOVERNING CODE REQUIREMENTS.
6. REFER TO LANDSCAPE DRAWINGS FOR COLORS, FINISHES, THICKNESS, REINFORCING AND CONTROL/EXPANSION JOINTS OF WALKS AND HARDSCAPE AREA.
7. THE MEANS OF EGRESS AND EXIT DISCHARGE SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NO LESS THAN 1 FOOT)CANDLE AT THE
WALKING SURFACE LEVEL PER GOVERNING CODE REQUIREMENTS.
TRIANGULAR ACCESS EASEMENT AS
REQUIRED
EXISTING CURB
SANTA CLARA STREET
AL
L
E
Y
WHEELER AVENUE
N.
S
A
N
T
A
A
N
I
T
A
A
V
E
N
U
E
EXISTING 1 STORY BANK BUILDING(NOT A PART)
TYPE 1BEXISTING 8 STORY OFFICE BUILDING(NOT A PART)
1 STORY BUILDING(NOT A PART)
(E) CURBOUTLINE OF BLDG. ABOVE
(E) RETAINING WALL
EXISTING 1 STORY
BUILDING (NOT A PART)
TRIANGULAR ACCESS EASEMENT AS
REQUIRED
EXISTING 1 STORY U.S. POSTAL SERVICE BUILDING (NOT A PART)
T T T
DRIVE ENTRY24')0"
NEW 2 LEVELS SUB T PARKING,2 LEVELS TYPE IA ABOVE GROUND,5 LEVELS TYPE IIIA OVER TYPE IA319 UNIT RESIDENTIAL BUILDING
3')0" ST. DEDICATION 2')0" PROPOSED EASEMENT FOR PUBLIC UTILITY PURPOSES
4'
)
0
"
S
T
.
D
E
D
I
C
A
T
I
O
N
30
'
)
0
"
30
'
)
0
"
60
'
)
0
"
P
U
B
L
I
C
R
.
O
.
W
.
1'
)
0
"
S
T
.
D
E
D
I
C
A
T
I
O
N
EA
S
E
M
E
N
T
T
O
T
H
E
C
I
T
Y
5'
)
0
"
S
I
D
E
W
A
L
K
50')0"50')0"
100')0" PUBLIC R.O.W.
30
'
)
0
"
30
'
)
0
"
60
'
)
0
"
P
U
B
L
I
C
R
.
O
.
W
.
(E) ADA RAMP
ALLEY
20
'
)
0
"
10
'
)
0
"
1
0
'
)
0
"
9')10"
REPLACE TREE AND TREE WELL
5')7"
24')0"10')0"
26
'
)
0
"
FOR SIDEWALK PURPOSES
2')0" EASEMENT
DRIVE AISLE
16')0"
8')6"
18')0"
4')6"
FF 489.08FF 488.92 (0')0")
W
EXISTING
EASEMENT TO
REMAIN
EXISTING EASEMENT TO BE QUITCLAIMED
BUILDING LINE ABOVE G
EXISTING EASEMENT
TO BE QUITCLAIMED
EXISTING ALLEY TO BE VACATED
OUTLINE OF BUILDING
ABOVE
EXISTING R/W TO BE VACATED
PROPOSED R/W
EXISTING R/W TO BE VACATED
PROPOSED R/W
EXISTING R/W TO BE
VACATED
EXISTING EASEMENT TO
REMAIN
PROPOSED R/W
TRASH
MAIN ELECTRICAL ROOM
EXISTING VAULT TO
REMAIN
EXISTING EASEMENT TO REMAIN
FH
FH
FH
FH
FH
FH
FHFH
LO
A
D
I
N
G
Z
O
N
E
LO
A
D
I
N
G
Z
O
N
E
MAINTENANCE ROOM
LW 1LW 1LW 1LW 1LW 1LW 1LW 1LW 1
OFFICE BIKE LOCKERS
STAIR 4 STAIR 3
LOBBY
ELEV 3
GENERATOR RM
EXHAUST FAN SHAFT
DOMESTIC BOOSTERPUMP
FIRE PUMP ROOM
AIR INTAKE
STAIR 1
ELEV 1
LOUNGE/LOBBY
PARCEL RM
FITNESS
STAIR 2
ELEV 2
DRIVE ENTRY
24')0"
1')0" ST. DEDICATION
RETRACTABLE BOLLARDS
EXISTING MANHOLE TO
BE RESET AS REQUIRED PER CIVIL
RETRACTABLE BOLLARDS(E) TREE TO REMAIN (E) TREE TO REMAIN (E) TREE TO REMAIN
DRIVE ENTRY
24')0"
FDC
FD
C
DRIVE ENTRY
24')0"
MAILROOM
USPS PARCEL
US
P
S
DW
DW
SC
DW
EJ
TRASH
TRASH BULK
6 COUNT SHORT)TERM BIKE
PARKING
FF 490.83
FF 489.08FF 489.08FF 489.08FF 489.08
SS
SANITARY
SEWER MAN HOLE. REFER TO CIVIL
DRAWINGS
10')0"
CABLE TRENCH
6 COUNT SHORT)
TERM BIKE PARKING
A6.50
1
LOWEST GRADE FOR FIRE ACCESS (+487.93') LOCATED AT THIS FLOW LINE ALONG
THIS EDGE
LEASING LOUNGE
LEASING CORRIDOR
OFFICE
OFFICE
TRANSFORMERS
(E) RETAINING WALL
15')11"45')9 1/2"90')8"109')7"11')4 1/2"
9')4"243')11"20')0"
A0.43
3 TYP
A0.43
6 TYP
A0.43
6 TYP
A0.43
5 SIM
A0.43
20 TYP
A0.43
5 SIM
FF 490.12
FF 488.08
FF 496.25FF 496.25
FF 495.25
F
FF 489.75
(E) ATM PAD TO REMAIN. SEE
CIVIL DRAWINGS
LONG)TERM NON)RESIDENTIAL BIKE PARKING )11 SPACES
A0.61
21
5')0" PROPOSED SIDEWALK EASEMENT TO THE CITY 10')0" 10')0"
AND SIDEWALK PURPOSES18')1 7/8" VARIABLE SIDEWALK EASEMENT FOR PEDESTRIAN ACCESS
26')0"
CL
CL
CL
CL
CL
OUTLINE OF BUILDING
ABOVE
OUTLINE OF BUILDING OVERHEAD
10')3 1/2"
56')9 1/2"
190')9"
71')0"
10')1"
OUTLINE OF
BLDG. ABOVE
102.20 ' BURDENED AREA
32.97 ' BURDENED AREA
SIDEWALK PURPOSES2')10 1/8" VARIABLE SIDEWALK EASEMENT FOR PEDESTRIAN ACCESS AND
C
FF 494.31
FF 491.00
FF 493.77
SESOI
SEE CIVIL4')0" CLR.
SEE CIVIL4')0" CLR.
A0.43
5 SIM
FF 493.36
FF 491.00
FF 486.50
FF 490.16
491.50
12')0"5')0"
9')8"
18')0"
8')6"
491.00
490.12
33.00 ' BURDENED AREA
SHEET NOTES
GRAPHICS LEGEND
KEY PLAN REVISIONS
ISSUE DATE
VOLUME 1
Autodesk Docs://20301_Alexan Arcadia/ARCH)20301)R22)Alexan Arcadia.rvt
12/11/2023 11:33:58 AM
A0.51PLAN CHECK SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20 301
SITE PLAN
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2
0
0
8
1" = 20')0"
1SITE PLAN E HUNTINGTON DRIVE
WHEELER AVE
E SANTA CLARA STREET
N 1ST AVE
SA
N
T
A
A
N
I
T
A
A
V
E
AL
L
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Y
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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
DN
UP
DN
UP
UP
DN
DN UP
DN DN
ISC
ISC
ISC
1186 SF
OL: 6 1OLF: 200R(2
UNIT C2
1101 SF
OL: 6 1
OLF: 200R(2
UNIT C3
506 SF
OL: 3 1
OLF: 200R(2
UNIT A3
515 SF
OL: 3 1
OLF: 200R(2
UNIT A3
499 SF
OL: 3 1
OLF: 200R(2
UNIT A3
773 SF
OL: 4 1
OLF: 200R(2
UNIT B3
771 SF
OL: 4 1
OLF: 200R(2
UNIT B3
775 SF
OL: 4 1
OLF: 200R(2
UNIT B3
775 SF
OL: 4 1
OLF: 200R(2
UNIT B3
1052 SF
OL: 6 1
OLF: 200R(2
UNIT C1.c
1099 SF
OL: 6 1
OLF: 200R(2
UNIT C3.b
1055 SF
OL: 6 1
OLF: 200R(2
UNIT C1.b 1064 SF
OL: 6 1
OLF: 200R(2
UNIT C1.b
1064 SF
OL: 6 1
OLF: 200R(2
UNIT C1.b
1060 SF
OL: 6 1
OLF: 200R(2
UNIT C1.b
1270 SF
OL: 7 1
OLF: 200R(2
UNIT C5
647 SF
OL: 4 1
OLF: 200R(2
UNIT B4.b
643 SF
OL: 4 1
OLF: 200R(2
UNIT B4
1253 SF
OL: 7 1
OLF: 200R(2
UNIT C4
700 SF
OL: 4 1
OLF: 200R(2
UNIT B5
1063 SF
OL: 6 1
OLF: 200R(2
UNIT C1
1061 SF
OL: 6 1
OLF: 200R(2
UNIT C1
1063 SF
OL: 6 1
OLF: 200R(2
UNIT C1
1063 SF
OL: 6 1
OLF: 200R(2
UNIT C1
629 SF
OL: 4 1
OLF: 200R(2
UNIT B4.c
1087 SF
OL: 6 1
OLF: 200R(2
UNIT C3
1187 SF
OL: 6 1
OLF: 200R(2
UNIT C2
783 SF
OL: 4 1
OLF: 200R(2
UNIT B1
798 SF
OL: 4 1
OLF: 200R(2
UNIT B1
794 SF
OL: 4 1
OLF: 200R(2
UNIT B1
664 SF
OL: 4 1
OLF: 200R(2
UNIT B2
661 SF
OL: 4 1
OLF: 200R(2
UNIT B2
781 SF
OL: 4 1
OLF: 200R(2
UNIT B1
791 SF
OL: 4 1
OLF: 200R(2
UNIT B1
658 SF
OL: 4 1
OLF: 200R(2
UNIT B2
649 SF
OL: 4 1
OLF: 200R(2
UNIT B2
501 SF
OL: 3 1
OLF: 200R(2
UNIT A3
795 SF
OL: 4 1
OLF: 200R(2
UNIT B1
784 SF
OL: 4 1
OLF: 200R(2
UNIT B1
799 SF
OL: 4 1
OLF: 200R(2
UNIT B1793 SF
OL: 4 1
OLF: 200R(2
UNIT B1
659 SF
OL: 4 1
OLF: 200R(2
UNIT B2
665 SF
OL: 4 1
OLF: 200R(2
UNIT B2
548 SF
OL: 3 1
OLF: 200R(2
UNIT A2
555 SF
OL: 3 1
OLF: 200R(2
UNIT A1
665 SF
OL: 4 1
OLF: 200R(2
UNIT B2
792 SF
OL: 4 1
OLF: 200R(2
UNIT B1
669 SF
OL: 4 1
OLF: 200R(2
UNIT B2
664 SF
OL: 4 1
OLF: 200R(2
UNIT B2
545 SF
OL: 3 1
OLF: 200R(2
UNIT A2
544 SF
OL: 3 1
OLF: 200R(2
UNIT A1
664 SF
OL: 4 1
OLF: 200R(2
UNIT B2
656 SF
OL: 4 1
OLF: 200R(2
UNIT B2
793 SF
OL: 4 1
OLF: 200R(2
UNIT B1
772 SF
OL: 4 1
OLF: 200R(2
UNIT B1 658 SF
OL: 4 1
OLF: 200R(2
UNIT B2
514 SF
OL: 35 1OLF: 15B
COMMUNITY ROOM
1120 SF
OL: 23 OLF: 50A(3
POOL
223 SF
OL: 5 OLF: 50A(3
SPA
726 SF
OL: 49 OLF: 15A(3
COURTYARD POOL
666 SF
OL: 45 1OLF: 15B
COURTYARD POOL
668 SF
OL: 45 OLF: 15A(3
COURTYARD POOL808 SF
OL: 54 OLF: 15A(3
COURTYARD POOL
360 SF
OL: 24 1OLF: 15A(3
COURTYARD POOL
212 SF
OL: 15 1OLF: 15A(3
COURTYARD POOL
157 SF
OL: 11 1OLF: 15A(3
COURTYARD POOL
1191 SF
OL: 80 2OLF: 15A(3
COURTYARD INTERIOR
273 SF
OL: 19 1OLF: 15A(3
COURTYARD INTERIOR
464 SF
OL: 31 1OLF: 15A(3
COURTYARD POOL
798 SF
OL: 4 1
OLF: 200R(2
UNIT B1
93 SF
OL: 7 1
OLF: 15A(3
COURTYARD POOL
265
99
50
104
48
34
208
350
17
5
34
89 68
16
32
49
49
175
49
49
88
88
32 34
34
35
16
17
17
52 SF
OL: 1 1
OLF: 300S(2
TRASH CHUTE
64 SF
OL: 1 1
OLF: 300S(2
ELECTRICAL ROOM
64 SF
OL: 1 1
OLF: 300S(2
AV ROOM
100 SF
OL: 1 1
OLF: 300S(2
ELECTRICAL ROOM
91 SF
OL: 1 1
OLF: 300S(2
ELECTRICAL ROOM
52 SF
OL: 1 1
OLF: 300S(2
TRASH CHUTE
60 SF
OL: 1 1
OLF: 300S(2
MEP
244
81
82
81
MAX. EXIT ACCESSTRAVEL DIST. = 235'
104
104
17
17
STAIR
44"208L3.2 46"
STAIR
36"32L3.4 46"STAIR
36"34L3.3 46"
MAX. EXIT ACCESS
TRAVEL DIST. = 154'(6"
89
16
35
DOOR
32"208L3.2 36"
6
3
3
208
DOOR
32"34L3.1 34"
34
4
4
4
6
6
6
4
6
6
4
4
4
4
4
7
7
4666
6
4
4
4 4 46
4
3
3
4
4
3
4
4
6
6
4
4
4
4
3
3
3
6
4 4 4
4 4 4 4
4
4
DOOR
32"34L3.3 36"
DOOR
32"32L3.4 36"
3HR FIREWALL AND HORIZONTAL EXIT
TO NOT EXCEED 250' MAX. EXIT TRAVEL DISTANCE FROM COURTYARD
3(HR WALL AND HORIZONTAL EXIT
STAIR
36"34L3.1 46"
DOOR16L3.6a 34"
DOOR68L3.5a 34"
1
/
3
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L
=
1
0
6
'
(
0
"
3
1
8
'
(
3
"
FEC
FEC
FE
C
1/3 DIAGONAL = 116'(5/8"
347'(9"
CLASS 1 STANDPIPELOCATION PER CBC: 905.4
EGRESS SIGNAGE,FOR MORE INFO SEE 5/A0.41
CLASS 1 STANDPIPELOCATION PER CBC: 905.4
FEC
20
'
(
0
"
D
E
A
D
(
E
N
D
20
'
(
0
"
D
E
A
D
(
E
N
D
FE
C
CLASS 1 STANDPIPELOCATION PER CBC: 905.4
45
FE
C
100' FIRE HOSE RUN 115' FIRE HOSE RUN
CLASS 1 STANDPIPELOCATION PER CBC: 905.4
FE
C
FE
C
EGRESS SIGNAGE,FOR MORE INFO SEE 5/A0.41
EGRESS SIGNAGE,FOR MORE INFO SEE 5/A0.41
INTERMEDIATE CLASS 1 STANDPIPELOCATION PER CBC: 905.4
95' FIRE HOSE RUN 126' FIRE HOSE RUN
76
'
F
I
R
E
H
O
S
E
R
U
N
CLASS 1 STANDPIPELOCATION PER CBC: 905.4
EGRESS SIGNAGE,FOR MORE INFO SEE 5/A0.41
70
'
F
I
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E
H
O
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U
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FE
C
CLASS 1 STANDPIPELOCATION PER CBC: 905.4
EGRESS DOOR:
REQUIRED DOOR WIDTH = 6.75" (45 OCCUPANTS X .15")MIN. REQUIRED DOOR WIDTH = 32"
PROVIDED DOOR WIDTH = 42"PANIC HARDWARE REQUIRED
EGRESS DOOR:
REQUIRED DOOR WIDTH = 12.3" (82 OCCUPANTS X .15")MIN. REQUIRED DOOR WIDTH = 32"
PROVIDED DOOR WIDTH = 42"PANIC HARDWARE REQUIRED
1/3 D IS T AN C E = 3 3'(4 "
1 0 1'(1 0 1 /2 " D I A G O N A L D IS T A N C E
GREATER THAN 33'(4"41'(9 1/2" DISTANCE BETWEEN EXITS
1 /3 " D I S T A N C E = 3 2 ' ( 8 "
9 8 '(1 3 /8 " D I A G O N A L D I S T A N C E
GREATER THAN 32'(8"
104'(7 3/4" DISTANCE BETWEEN TWO EXITS
DOOR
32" 67 1/2"
175L3 03B
DOOR
32" 67 1/2"
175L3 01A
MAX. EXIT ACCESS TRAVEL DISTANCE = 235'SHALL NOT EXCEED 250'
PER TABLE 1017.2
1/3 DISTANCE = 39'(2"
117'(7 1/4" DIAGONAL DISTANCE
19
'
(
1
1
"
D
E
A
D
(
E
N
D
17
'
(
3
"
D
E
A
D
(
E
N
D
MAX. EXIT ACCESS TRAVEL DISTANCE = 170'SHALL NOT EXCEED 250'
PER TABLE 1017.2
MAX. EXIT ACCESS TRAVEL
DISTANCE = 95'SHALL NOT EXCEED 250' PER TABLE 1017.2
MAX. EXIT ACCESS TRAVEL DISTANCE = 93'SHALL NOT EXCEED 250'
PER TABLE 1017.2
MAX. EXIT ACCESS TRAVEL DISTANCE = 60'SHALL NOT EXCEED 250' PER TABLE 1017.2
MAX. EXIT ACCESS TRAVEL DISTANCE = 137'
SHALL NOT EXCEED 250' PER TABLE 1017.2
MAX. EXIT ACCESS TRAVEL DISTANCE = 70'SHALL NOT EXCEED 250'
PER TABLE 1017.2
REFUGE AREA CAPACITY PER CBC 1026.4:NET FLOOR AREA / 3 SQFT PER OCCUPANT1,520 / 3 = 507 OCCUPANTS
REFUGE AREA CAPACITY PER CBC 1026.4:
NET FLOOR AREA / 3 SQFT PER OCCUPANT1,245 / 3 = 415
REFUGE AREA CAPACITY PER CBC 1026.4:NET FLOOR AREA / 3 SQFT PER OCCUPANT
1,523 / 3 = 508
REFUGE AREA CAPACITY PER CBC 1026.4:NET FLOOR AREA / 3 SQFT PER OCCUPANT1,050 / 3 = 350
18'(5" DEAD(END
DOOR
##"#######"
EXIT WIDTH REQUIRED
OCCUPANCY LOAD
EXIT WIDTH PROVIDED
DOOR/STAIR TAG:
EGRESS:
#### SFOLF: ###XXOL: ###
ROOM NAMEL#(##
##
1 HOUR WALL
2 HOUR WALL
3 HOUR WALL
###
#OCCUPANCY CLASSOCCUPANCY LOAD
EXITS REQUIRED
ROOM AREAOCCUPANT LOAD FACTOR
NUMBERTYPE (DOOR/STAIR)
SEPARATIONS:
ROOM TAG:
ACCESSIBLE ROUTE
EXIT SYMBOL
OCCUPANCY LOAD
AGGREGATE OCCUPANT LOAD
#ORIGINATING OCCUPANT LOAD
DIRECTION OF EXIT ARROW
FEC
STANDPIPE LOCATION
FIRE EXTINGUISHER CABINETREFER TO 17/A8.83 & 18/A8.63
FE FIRE EXTINGUISHER
MAXIMUM EXIT ACCESS TRAVEL DISTANCE
FIRE HOSE REACH (MAX 130'(0")
FIRE PROTECTION:
PROPERTY LINEFIRE WALL
INTERMEDIATE STANDPIPE
CABINETISC
1. REFER TO SHEET A0.05 FOR GRAPHIC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO SHEETS "ASSEMBLIES ( WALL TYPES" AND “ASSEMBLIES ( FLOOR AND CEILING TYPES” FOR WALL, FLOOR AND CEILING TYPES.
3. RATED CONSTRUCTION HAS PRECEDENCE OVER NON(RATED CONSTRUCTION.
4. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, FOR CLARIFICATION PRIOR TO BEGINNING WORK.
5. PANIC HARDWARE SHALL BE PROVIDED AT ALL TENANT EGRESS DOORS SERVING 50 OCCUPANTS OR MORE AS PART OF AN 'A' OCCUPANCY PER GOVERNING CODE
REQUIREMENTS.
6. PROVIDE DIRECTIONAL SIGNAGE PER GOVERNING CODE REQUIREMENTS.
7. PROVIDE ACCESSIBLE SIGNAGE; REFER TO DETAIL "SIGNAGE" ON SHEET A0.41. .
8. TWO EXITS ARE REQUIRED FROM ANY SPACE EXCEEDING 49 OCCUPANTS PER GOVERNING CODE REQUIREMENTS.
9. THE MEANS OF EGRESS AND EXIT DISCHARGE SHALL BE ILLUMINATED AT ANY TIME THE
BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NO LESS THAN ONE FOOT(CANDLE AT THE WALKING SURFACE LEVEL PER GOVERNING CODE REQUIREMENTS.
10. EGRESS LIGHTING POWER TO BE CONNECTED TO BATTERY BACKUP SYSTEM.
11. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL
OR ANY SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN ENTRY DOORS MAY HAVE KEY OPERATED HARDWARE AND SHELL HAVE A READILY VISIBLE, DURABLE SIGN ABOVE THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN
BLOCK LETTERS A MINIMUM OF ONE INCH HIGH ON CONTRASTING BACKGROUND PER GOVERNING CODE REQUIREMENTS.
12. BUILDING TO BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND EMERGENCY VOICE / ALARM COMMUNICATION SYSTEM INSTALLED PER GOVERNING CODE REQUIREMENTS.
13. A MINIMUM OF (1) 2A 10 B:C FIRE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL, CONSPICUOUSLY LOCATED ALONG NORMAL PATHS OF TRAVEL AND WITHIN 75 FEET OF MAXIMUM TRAVEL DISTANCE.
14. MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED PER GOVERNING CODE REQUIREMENTS.
15. THERE IS NO MOTOR FUEL ( DISPENSING STATION OR REPAIR GARAGE WITHIN GARAGE.
16. SIGNAGE TO BE PROVIDED ON DOOR OF POOL STORAGE ROOM STATING ITS USE, ALONG WITH 704 PLACARD IDENTIFYING THE CHEMICAL HAZARDS STORED.
17. ELEVATOR COMPLYING AS ACCESSIBLE MEANS OF EGRESS NOT REQUIRED. HORIZONTAL
EXIT COMPLYING WITH CBC 1009.2.1 EXCEPTION 1 PROVIDED.
18. REFERENCE CONDITIONS OF APPROVAL FIRE EXTINGUISHER AND EXIT SIGN REQUIREMENTS
FOR MORE INFORMATION. FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2A:10BC SHALL BE PROVIDED IN ALL COMMON AREAS. MINIMUM TRAVEL DISTANCE SHALL BE 75 FEET. ILLUMINATED EXIT SIGNAGE AND EMERGENCY LIGHTING SHALL BE PROVIDED FOR THE
PARKING AREA AND ALL OTHER COMMON PATHS OF EGRESS.
19. DOOR CARD READERS TO BE INSTALLED AND CONNECTED TO THE FIRE PANEL FOR MANUAL
OVERRIDE. REFER TO THE FIRE ALARM SYSTEM DRAWINGS FOR MORE INFORMATION. SEE DEFERRED SUBMITTAL LIST ON SHEET A0.00.
20. EVERY ROOM OR SPACE WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING, DRINKING, OR SIMILAR PURPOSES HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE, FOR THE INTENDED
CONFIGURATIONS PER CBC 1004.9. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR THE OWNER'S AUTHORIZED AGENT.
SHEET NOTES
EXIT DOOR DISTRIBUTION
EXIT STAIR DISTRIBUTION
GRAPHICS LEGEND REVISIONS
ISSUE DATE
VOLUME 1
Autodesk Docs://20301_Alexan Arcadia/ARCH(20301(R22(Alexan Arcadia.rvt
12/10/2023 12:06:04 PM
A0.25PLAN CHECK SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20 301
EGRESS AND
OCCUPANCY PLAN LEVEL 3
AL
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0
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A
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C
A
9
2
0
0
8
1/16" = 1'(0"
1LEVEL 3 EGRESS AND OCCUPANCY PLAN
NO.OCCUPANCYLOAD LOADFACTOR WIDTHREQUIRED WIDTHPROVIDED MAXIMUMOCCUPANCY
L2.5 138 0.2 44" 46" 230
L3.1 34 0.2 44"46"230
L3.2 208 0.2 44"46"230
L3.3 34 0.2 44"46"230
NO.OCCUPANCYLOAD LOADFACTOR WIDTHREQUIRED WIDTHPROVIDED MAXIMUM OCCUPANCY
L3.1 63 0.15 32" 36" 240
L3.2 208 0.15 32" 36" 240
L3.3 34 0.15 32" 36" 240
L3.4 32 0.15 32" 36" 240
L3.5a 68 0.15 32" 33 3/4"225
L3.5b 209 0.15 32" 33 3/4"225
L3.6a 16 0.15 32" 33 3/4"225
L3.6b 35 0.15 32" 33 3/4"225
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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
DN
UP
DN
DN
UP
DN
UP
DN
UP
DN DN
UP
DN
BA
T
T
E
R
Y
E
N
E
R
G
Y
ST
O
R
A
G
E
S
Y
S
T
E
M
BA
T
T
E
R
Y
E
N
E
R
G
Y
ST
O
R
A
G
E
S
Y
S
T
E
M
2
1 1
CHEMICALCONTROLLERCLEARANCE
22
FRONT
O
F
U
N
I
T
SER
V
I
C
E
CLEA
R
A
N
C
E
HEA
T
E
R
B-R
4
0
7
A
FRONT
O
F
U
N
I
T
SER
V
I
C
E
CLE
A
R
A
N
C
E
HEA
T
E
R
B-R
4
0
7
A
POO
L
A
N
D
SPA
P
A
N
E
L
ELEC
T
R
I
C
A
L
CLEA
R
A
N
C
E
POOLSAND
FILTERTR140C
(2)
5
3
G
A
L
CHL
O
R
I
N
E
SPASAND
FILTERTR140C
SPASAND
FILTERTR140C
H20
35 GALACID
GAS STUB
GAS STUB
POO
L
SPA
1 HOUR WALL
2 HOUR WALL
3 HOUR WALL
EXIT SYMBOL
DIRECTION OF EXIT ARROW
DOOR TAG101
WINDOW / STOREFRONT
TYPE TAG
COLUMNCOL.WALL TYPE TAGX##(#/#
DOOR CLEARANCE. SEE 20/A0.41
0"
HB
FEC
HOSE BIB W/ BACKFLOW
PREVENTION DEVICE, SEE PLUMB.
FIRE EXTINGUISHER CABINET
CHANGE IN ELEVATION
FLOOR DRAIN & OVERFLOW DRAIN. SEE 18/A8.71 & SEE PLUMBING
EBM PATH OF TRAVEL
RACEWAY (EV CAPABLE)
RECEPTACLE (EV READY)
RESIDENTIAL ( POST MOUNTED EV CHARGING STATION WITH 30X48 CLEARANCE
AA
CONCRETE WALL
CONCRETE SHEAR WALL
CONCRETE WALL FORM LINER ON ONE SIDE (FITZGERALD 16923)
CMU WALL
COMMERCIAL ( POST MOUNTED EV
CHARGING STATION WITH 30X48 CLEARANCE
FIRE WALL
FIRE BARRIER ALL(GENDER RESTROOM SEE 28/A0.42
TRUNCATED DOMES. EXTEND
MIN. 36" IN THE PATH OF TRAVEL. SEE 5 & 6/A0.43 FOR MORE INFORMATION.
RESIDENTIAL ( WALL MOUNTED EV CHARGING STATION WITH 30X48 CLEARANCE
COMMERCIAL ( WALL MOUNTED EV
CHARGING STATION WITH 30X48 CLEARANCE
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
A.4 A.4
B B
C C
D D
E E
F F
G G
H H
J J
K K
L L
M M
N N
P P
A3
210
A4
209
1
A4.01
_______
1
A4.01
_______
2
A4.01
_______2
A4.01
_______
12
12
SPA ABOVE
POOL EQ. ROOM
L2(07
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 L.5
11.5
11.5
1
A4.02
_______
1
A4.02
_______
2
A4.02
_______
2
A4.02
_______
1
A4.03
_______1
A4.03
_______
2
A4.03
_______2
A4.03
_______
EA
S
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
NE
W
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
NE
W
P
R
O
P
E
R
T
Y
L
I
N
E
EASEMENT
9.5
9.5
C6
202
B6.b
203
B6
204
B6
205
B6
206
B6
207
B6
208
STAIR 4
L2(S04
CORRIDOR
L2(04
STAIR 3
L2(S03
D1
201
ELEV 3
L2(EV03
ZONE 2 MATCHLINEZONE 3
ZONE 1 MATCHLINEZONE 4 1/ A1.22
1/ A1.23
ZO
N
E
1
M
A
T
C
H
L
I
N
E
ZO
N
E
2
ZO
N
E
4
M
A
T
C
H
L
I
N
E
ZO
N
E
3
4%
S
L
O
P
E
D
O
W
N
7%
S
L
O
P
E
D
O
W
N
BIKE STORAGE
L2(05
BATTERY STORAGE RM
L2(02
A A
A.3 A.3
L.2 L.2
J.2 J.2
1.5
1.5
AF
AF
TRASH
L2(03
SCREEN ROOM
L2(15
ELEC RM
L2(09
ELEV 2
L2(EV02
STAIR 2
L2(S02
KITCHENETTE
L2(14
CO WORKING
L2(10
4%
S
L
O
P
E
D
O
W
N
5% SLOPE DOWN
STAIR 7
L2(S07
TRASH ROOM
L2(08
SMALL CONF. RM
L2(11
PHONE RM
L2(12
PHONE RM
L2(13
POOL ABOVE
RESTROOM
L2(17
RESTROOM
L2(18
SPEAKEASY
L2(19
STAIR 6
L2(S06
ELEV 1
L2(EV01
2%
S
L
O
P
E
D
O
W
N
_______
A3.01A
2
_______
A3.01B
2
_______
A3.02A
2
_______
A3.02B
2
_______
A3.02C
2 _______
A3.02D
2
1/ A1.22
1/ A1.23
3.5
3.5
J.5 J.5
L.8 L.8
8'
(
0
"
2'
(
1
1
7
/
8
"
20
'
(
8
"
2
6
'
(
9
"
31
'
(
2
"
30
'
(
1
0
"
28
'
(
4
"
28
'
(
8
"
28
'
(
9
"
19
'
(
9
"
3'
(
0
"
9'
(
6
"
17
'
(
1
1
"
19
'
(
1
0
"
6'
(
4
"
11
'
(
3
"
6'
(
1
1
"
6'
(
6
"
18
'
(
2
"
9'
(
1
1
"
33
5
'
(
2
7
/
8
"
4'(5"
2'(2"
16'(2" 12'(8" 18'(4" 13'(2" 17'(2" 8'(0" 23'(0" 2'(2" 25'(2" 3'(8" 21'(6"9'(6" 15'(6" 15'(6" 9'(10" 9'(10" 11'(4" 10'(9 1/2" 5'(9"
2'(8"
2'(5"
260'(8 1/2"
3'(3 3/8"
_______
A3.01D
2_______
A3.01C
2
R(358
R(357R(356
R(355
R(354
R(353
R(351 R(367
R(368
R(369 R(388
R(390
R(272
R(273
R(274
R(275
R(265R(278
R(277
R(276
R(370
R(371
R(372
R(373
R(374
R(375
R(376
R(377
R(378 R(379
R(382
R(383
R(384
R(385
R(386
R(387
R(290
R(291
R(292
R(293
R(294
R(295
R(296
R(297
R(298
R(299
R(300
R(301
R(302
R(303R(304
R(305
R(306
R(307
R(308
R(309
R(310
R(311
R(312
R(313
R(314
R(315
R(316
R(317R(318
R(319
R(320
R(321
R(322
R(323
R(324
R(325
R(326
R(327
R(328
R(330
R(332
R(333
R(334
R(335
R(336
R(337
R(338
R(339
R(340
R(341
R(342
R(343
R(344
R(345
R(346
R(347 R(348 R(350 R(363 R(364 R(365 R(366
R(289 R(288 R(287 R(286 R(285 R(284 R(283 R(282 R(281 R(280 R(279
R(266
R(267
R(349
R(352
R(351
R(352
R(331
R(389
R(329
R(362
R(361
R(360
R(359
16
7
'
(
8
3
/
4
"
48
'
(
7
"
88'(2 3/4"33'(6"45'(7 1/4"
HB
HB
R(259
R(260
R(261
R(262
R(263
R(264
R(392
R(391
R(381
R(380
PROVIDED PARKING
STALL TYPE SPACES
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
1. REFER TO SHEET "MASTER KEYNOTE LEGEND, GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS" FOR GRAPHIC SYMBOLS AND ABBREVIATIONS.
2. DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS NOTED OTHERWISE.
3. ANY DISCREPANCIES NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WITTING, FOR CLARIFICATION PRIOR TO BEGINNING WORK.
4. ALL STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL INFORMATION SHOWN ON THIS SHEET IS FOR REFERENCE ONLY. REFER TO CONSULTANT'S DRAWINGS PREPARED BY THE ENGINEER. FOR ALL FRAMING, REFER TO STRUCTURAL DRAWINGS PREPARED BY THE
STRUCTURAL ENGINEER. CONTRACTOR TO VERIFY ANY DISCREPANCIES WITH THE ARCHITECT, IN WRITING, PRIOR TO BEGINNING WORK.
5. APPROVED SET OF PLAN FOR BUILDING, FIRE SPRINKLER, FIRE ALARM ETC. SHALL BE ON THE JOB SITE DURING CONSTRUCTION AND NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH THE ABOVE PROVISION.
6. REFER TO SHEET "WALL TYPES" FOR WALL TYPE DETAILS.
7. REFER TO SHEET "BUILDING CODE ANALYSIS" FOR EGRESS, CODE ANALYSIS, AND FIRE(RATED ASSEMBLY INFORMATION.
8. REFER TO SHEETS "SLAB PLANS" FOR GRADES AND DRAINAGE.
9. REFER TO SHEETS "FINISH PLANS" AND "INTERIOR FINISH SCHEDULE" FOR FLOOR FINISHES.
10. REFER TO SHEET "WINDOW, STOREFRONT, AND CURTAIN WALL SCHEDULE AND TYPES" FOR WINDOW, STOREFRONT, AND CURTAIN WALL TYPES AND INFORMATION.
11. REFER TO SHEET "DOOR SCHEDULE AND TYPES" FOR DOOR SIZES AND TYPES.
12. REFER TO LANDSCAPE DRAWINGS FOR COLORS, FINISHES, THICKNESS, REINFORCING, AND
CONTROL / EXPANSION JOINTS OF WALKS AND HARDSCAPE AREA.
13. ALL ILLUMINATED EXIT SIGNS SHOWN SHALL BE CLEARLY VISIBLE AND NOT OBSTRUCTED BY
PIPES, MECHANICAL DUCTWORK, EQUIPMENT, ETC. CONTRACTOR TO PROVIDE PENDANT EXTENSIONS AT ALL CEILING HUNG EXIT SIGNS AS REQUIRED PER GOVERNING CODE REQUIREMENTS.
14. WALKING SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP(RESISTANT SURFACE AND BE SECURELY ATTACHED.
15. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, AND SLIP(RESISTANT.
16. PROVIDE FURRED WALLS AS REQUIRED FOR ALL UTILITY AND DRAIN LINES THAT EXTEND UP THE INTERIOR WALL SURFACE.
17. PROVIDE 2A(10BC FIRE EXTINGUISHERS IN LOCATIONS AS REQUIRED BY THE FIRE DEPARTMENT. PROVIDE SIGN, APPROVED BY THE FIRE DEPARTMENT, REQUIRED TO INDICATE
THE LOCATION OF THE FIRE EXTINGUISHER.
18. WHERE DIFFERENT WALL OR CEILING THICKNESS OCCUR WITHIN A GIVEN SURFACE DUE TO SHEATHING AND FINISH REQUIREMENTS, PROVIDE ADDITIONAL GYPSUM WALLBOARD AND
SHIMMING AS REQUIRED FOR A FLUSH, UNINTERRUPTED SURFACE FINISH FROM CORNER TO CORNER.
19. FOR EMERGENCY LIGHTING, SEE REFLECTED CEILING PLANS.
20. RATED CONSTRUCTION HAS PRECEDENCE OVER NON(RATED CONSTRUCTION.
21. LABELING: DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR APPROVED
WORDING.
22. LABELING: DOORS INTO A FIRE ALARM CONTROL PANEL ROOMS SHALL BE MARKED WITH A
PLAINLY VISIBLE AND LEGIBLE SIGN STAIN "FIRE CONTROL PANEL" OR SIMILAR APPROVED WORDING.
23. SEE STRUCTURAL CONCRETE SHEETS FOR WALL THICKNESS, COLUMN INFORMATION, AND
FOUNDATIONS.
24. PAINT ALL GARAGE COLUMNS, WALLS, AND CEILINGS.
25. WHERE DOORS ARE LOCATED NEXT TO A WALL, THERE SHALL BE A MINIMUM OF 3(1/2" CLEARANCE BETWEEN WALL FINISH SURFACE AND FACE OF DOOR IN A 90 DEGREE OPEN
POSITION, UNLESS DETAILED OR DIMENSIONED OTHERWISE.
26. REFER TO SHEETS "ENLARGED UNITS" FOR INTERIOR FURRING AND PARTITION LOCATIONS
AND WALL TYPES.
27. ALL REQUIRED POOL CHEMICALS TO BE STORED IN VENTILATED POOL EQUIPMENT ROOM
WITH PROPER NFPA 704 PLACARD PLACED ON FRONT OF DOOR.
28. TWO(WAY COMMUNICATION: PER CBC 1009.8 EXCEPTION 1, TWO(WAY COMMUNICATION SYSTEMS ARE NOT REQUIRED AT THE LANDING SERVING EACH ELEVATOR OR BANK OF
ELEVATORS WHERE THE TWO(WAY COMMUNICATION SYSTEM IS PROVIDED WITHIN AREAS OF REFUGE IN ACCORDANCE WITH SECTION 1009.6.5.
29. ALL FURNITURE, FIXTURES, AND FINISHES DEPICTED AT LEASING AND AMENITY AREAS ARE SHOWN FOR REFERENCE ONLY. SEE INTERIOR DESIGN AND LANDSCAPING DRAWINGS FOR ADDITIONAL FINISHES.
30. PARKING GARAGE IS OPEN ABOVE GRADE PER CBC 406.
31. MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH CALIFORNIA MECHANIC CODE.
32. THERE IS NO MOTOR FUEL(DISPENSING FACILITY OR REPAIR GARAGE WITHIN PROJECT.
33. PROVIDE TACTILE SIGNAGE, AS REQUIRED PER CBC 1143A, SEE SHEET A0.41.
34. ALL DRIVEWAYS HAVE A MINIMUM CLEARANCE OF 7'(0" FROM THE DRIVING SURFACE TO ANY OVERHEAD OBSTRUCTION.
35. ALL ACCESSIBLE PARKING AND LOADING ZONES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER CBC 1109A.8.3.36. REFER TO STRUCTURE DRAWINGS FOR ALL STEEL COLUMN LOCATIONS. REFER TO
INTUMESCENT PAINT SHEET FOR FIRE RATING AND COATING INFORMATION.
SHEET NOTES
GRAPHICS LEGEND
KEY PLAN REVISIONS
ISSUE DATE
VOLUME 1
Autodesk Docs://20301_Alexan Arcadia/ARCH(20301(R22(Alexan Arcadia.rvt
12/10/2023 12:14:03 PM
A1.20PLAN CHECK SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20 301
OVERALL LEVEL 2
FLOOR PLAN
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
1/16" = 1'(0"
1LEVEL 2 FLOOR PLAN WHEELER AVE N
SANTA CLARA AVE
PA
S
E
O
AL
L
E
Y
PARKING SUMMARY
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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
DN
UP
DN
UP
UP
DN
DN UP
DN DN
ISC
ISC
ISC
1 HOUR WALL
2 HOUR WALL
3 HOUR WALL
EXIT SYMBOL
DIRECTION OF EXIT ARROW
DOOR TAG101
WINDOW / STOREFRONT
TYPE TAG
COLUMNCOL.WALL TYPE TAGX## #/#
DOOR CLEARANCE. SEE 20/A0.41
0"
HB
FEC
HOSE BIB W/ BACKFLOW
PREVENTION DEVICE, SEE PLUMB.
FIRE EXTINGUISHER CABINET
CHANGE IN ELEVATION
FLOOR DRAIN & OVERFLOW DRAIN. SEE 18/A8.71 & SEE PLUMBING
EBM PATH OF TRAVEL
RACEWAY (EV CAPABLE)
RECEPTACLE (EV READY)
RESIDENTIAL POST MOUNTED EV CHARGING STATION WITH 30X48 CLEARANCE
AA
CONCRETE WALL
CONCRETE SHEAR WALL
CONCRETE WALL FORM LINER ON ONE SIDE (FITZGERALD 16923)
CMU WALL
COMMERCIAL POST MOUNTED EV
CHARGING STATION WITH 30X48 CLEARANCE
FIRE WALL
FIRE BARRIER ALL GENDER RESTROOM SEE 28/A0.42
TRUNCATED DOMES. EXTEND
MIN. 36" IN THE PATH OF TRAVEL. SEE 5 & 6/A0.43 FOR MORE INFORMATION.
RESIDENTIAL WALL MOUNTED EV CHARGING STATION WITH 30X48 CLEARANCE
COMMERCIAL WALL MOUNTED EV
CHARGING STATION WITH 30X48 CLEARANCE
P P
1
A4.01
_______
1
A4.01
_______
2
A4.01
_______2
A4.01
_______
12
12
C3
349
A3
347
STAIR 2
L3 S02
A3
345
A3
343
ELEC RM
L3 02
ELEV 2
L3 EV02
B3
341
B3
339
B3
337
B3
335
C1.c
333
STAIR 4
L3 S04
C3.b
331
C1.b
329
C1.d
327
C1.b
325
C5
319
C4
317
B4
315
B1
322
C1
311
C1
309
C1
307
C1
305
B4.c
303
STAIR 1
L3 S01
C3
301
ELEV 1
L3 EV01
C2
302
B1
304
B1
306
B1
308
B2
310
B1
358B2
350
B2
340
A3
342
B1
344
B1
346
C2
348
B2
351
B2
338
A1
336
A2
334
B2
332
B2
330
A2
316
A1
314
B2
312
B1
353 B1
359
B1
355
CORRIDOR
L3 04
ELEC RM
L3 05
TRASH
L3 06
CORRIDOR
L3 07
STAIR 3
L3 S03
ELEV 3
L3 EV03
TRASH CHUTE
L3 11
ELEC RM
L3 10
CORRIDOR
L3 03
CORRIDOR
L3 12
POOL
SPA
RESTROOM
L3 13
RESTROOM
L3 14
1
1
1
A4.02
_______
1
A4.02
_______
2
A4.02
_______
2
A4.02
_______
1
A4.03
_______1
A4.03
_______
2
A4.03
_______2
A4.03
_______
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
NE
W
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
NE
W
P
R
O
P
E
R
T
Y
L
I
N
E
ZONE 2 MATCHLINEZONE 3
ZONE 1 MATCHLINEZONE 41/A1.31
1/A1.34
1/A1.32
1/A1.33
ZO
N
E
1
M
A
T
C
H
L
I
N
E
ZO
N
E
2
ZO
N
E
4
M
A
T
C
H
L
I
N
E
ZO
N
E
3
A A
AF
AF
AF
_______
A3.03
1
_______
A3.03
2
_______
A3.03
3_______A3.0313_______A3.038_______
A3.03
4_______A3.035_______
A3.03
6_______A3.037_______
A3.03
9_______A3.0310_______
A3.03
11_______A3.0312CORRIDOR
L3 01
DAS
L3 08
CORRIDOR
L3 09
STAIR 6
L3 S06
A6.51
1
COMMUNITY ROOM
L3 15
_______
A3.01A
2
_______
A3.01B
2
_______
A3.02A
2
_______
A3.02B
2
_______
A3.02C
2 _______
A3.02D
2
B1
352
B2
360
B2
361
B2
318
B2
320
B1
326
B1
328
C1.b
323
B4.b
321
AV ROOM
L3 24
33
5
'
2
7
/
8
"
260' 8 1/2"
AF
AF
B5
313
_______
A3.01D
2_______
A3.01C
2
POOL SHOWERS
L3 16
COURTYARD
L3 25
AF
HB HB
HB
1. REFER TO SHEET "MASTER KEYNOTE LEGEND, GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS" FOR GRAPHIC SYMBOLS AND ABBREVIATIONS.
2. DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS NOTED OTHERWISE.
3. ANY DISCREPANCIES NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WITTING, FOR CLARIFICATION PRIOR TO BEGINNING WORK.
4. ALL STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL INFORMATION SHOWN ON THIS SHEET IS FOR REFERENCE ONLY. REFER TO CONSULTANT'S DRAWINGS PREPARED BY THE ENGINEER. FOR ALL FRAMING, REFER TO STRUCTURAL DRAWINGS PREPARED BY THE
STRUCTURAL ENGINEER. CONTRACTOR TO VERIFY ANY DISCREPANCIES WITH THE ARCHITECT, IN WRITING, PRIOR TO BEGINNING WORK.
5. APPROVED SET OF PLAN FOR BUILDING, FIRE SPRINKLER, FIRE ALARM ETC. SHALL BE ON
THE JOB SITE DURING CONSTRUCTION AND NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH THE ABOVE PROVISION.
6. REFER TO SHEET "WALL TYPES" FOR WALL TYPE DETAILS.
7. REFER TO SHEET "BUILDING CODE ANALYSIS" FOR EGRESS, CODE ANALYSIS, AND FIRE
RATED ASSEMBLY INFORMATION.
8. REFER TO SHEETS "SLAB PLANS" FOR GRADES AND DRAINAGE.
9. REFER TO SHEETS "FINISH PLANS" AND "INTERIOR FINISH SCHEDULE" FOR FLOOR FINISHES.
10. REFER TO SHEET "WINDOW, STOREFRONT, AND CURTAIN WALL SCHEDULE AND TYPES" FOR WINDOW, STOREFRONT, AND CURTAIN WALL TYPES AND INFORMATION.
11. REFER TO SHEET "DOOR SCHEDULE AND TYPES" FOR DOOR SIZES AND TYPES.
12. REFER TO LANDSCAPE DRAWINGS FOR COLORS, FINISHES, THICKNESS, REINFORCING, AND CONTROL / EXPANSION JOINTS OF WALKS AND HARDSCAPE AREA.
13. ALL ILLUMINATED EXIT SIGNS SHOWN SHALL BE CLEARLY VISIBLE AND NOT OBSTRUCTED BY PIPES, MECHANICAL DUCTWORK, EQUIPMENT, ETC. CONTRACTOR TO PROVIDE PENDANT
EXTENSIONS AT ALL CEILING HUNG EXIT SIGNS AS REQUIRED PER GOVERNING CODE REQUIREMENTS.
14. WALKING SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP RESISTANT SURFACE AND BE SECURELY ATTACHED.
15. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, FIRM, AND SLIP RESISTANT.
16. PROVIDE FURRED WALLS AS REQUIRED FOR ALL UTILITY AND DRAIN LINES THAT EXTEND UP THE INTERIOR WALL SURFACE.
17. PROVIDE 2A 10BC FIRE EXTINGUISHERS IN LOCATIONS AS REQUIRED BY THE FIRE DEPARTMENT. PROVIDE SIGN, APPROVED BY THE FIRE DEPARTMENT, REQUIRED TO INDICATE THE LOCATION OF THE FIRE EXTINGUISHER.
18. WHERE DIFFERENT WALL OR CEILING THICKNESS OCCUR WITHIN A GIVEN SURFACE DUE TO SHEATHING AND FINISH REQUIREMENTS, PROVIDE ADDITIONAL GYPSUM WALLBOARD AND
SHIMMING AS REQUIRED FOR A FLUSH, UNINTERRUPTED SURFACE FINISH FROM CORNER TO CORNER.
19. FOR EMERGENCY LIGHTING, SEE REFLECTED CEILING PLANS.
20. RATED CONSTRUCTION HAS PRECEDENCE OVER NON RATED CONSTRUCTION.
21. LABELING: DOORS INTO ELECTRICAL CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATING "ELECTRICAL ROOM" OR SIMILAR APPROVED WORDING.
22. LABELING: DOORS INTO A FIRE ALARM CONTROL PANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STAIN "FIRE CONTROL PANEL" OR SIMILAR APPROVED
WORDING.
23. SEE STRUCTURAL CONCRETE SHEETS FOR WALL THICKNESS, COLUMN INFORMATION, AND
FOUNDATIONS.
24. PAINT ALL GARAGE COLUMNS, WALLS, AND CEILINGS.
25. WHERE DOORS ARE LOCATED NEXT TO A WALL, THERE SHALL BE A MINIMUM OF 3 1/2" CLEARANCE BETWEEN WALL FINISH SURFACE AND FACE OF DOOR IN A 90 DEGREE OPEN POSITION, UNLESS DETAILED OR DIMENSIONED OTHERWISE.
26. REFER TO SHEETS "ENLARGED UNITS" FOR INTERIOR FURRING AND PARTITION LOCATIONSAND WALL TYPES.
27. ALL REQUIRED POOL CHEMICALS TO BE STORED IN VENTILATED POOL EQUIPMENT ROOMWITH PROPER NFPA 704 PLACARD PLACED ON FRONT OF DOOR.
28. TWO WAY COMMUNICATION: PER CBC 1009.8 EXCEPTION 1, TWO WAY COMMUNICATION SYSTEMS ARE NOT REQUIRED AT THE LANDING SERVING EACH ELEVATOR OR BANK OF
ELEVATORS WHERE THE TWO WAY COMMUNICATION SYSTEM IS PROVIDED WITHIN AREAS OF REFUGE IN ACCORDANCE WITH SECTION 1009.6.5.
29. ALL FURNITURE, FIXTURES, AND FINISHES DEPICTED AT LEASING AND AMENITY AREAS ARE SHOWN FOR REFERENCE ONLY. SEE INTERIOR DESIGN AND LANDSCAPING DRAWINGS FOR ADDITIONAL FINISHES.
30. PARKING GARAGE IS OPEN ABOVE GRADE PER CBC 406.
31. MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH CALIFORNIA
MECHANIC CODE.
32. THERE IS NO MOTOR FUEL DISPENSING FACILITY OR REPAIR GARAGE WITHIN PROJECT.
33. PROVIDE TACTILE SIGNAGE, AS REQUIRED PER CBC 1143A, SEE SHEET A0.41.
34. ALL DRIVEWAYS HAVE A MINIMUM CLEARANCE OF 7' 0" FROM THE DRIVING SURFACE TO ANY OVERHEAD OBSTRUCTION.
35. ALL ACCESSIBLE PARKING AND LOADING ZONES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER CBC 1109A.8.3.36. REFER TO STRUCTURE DRAWINGS FOR ALL STEEL COLUMN LOCATIONS. REFER TO INTUMESCENT PAINT SHEET FOR FIRE RATING AND COATING INFORMATION.
SHEET NOTES
GRAPHICS LEGEND
KEY PLAN REVISIONS
ISSUE DATE
VOLUME 1
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
12/11/2023 12:35:23 PM
A1.30PLAN CHECK SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20&301
OVERALL LEVEL 3
FLOOR PLAN
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9
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0
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B
A
D
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9
2
0
0
8
1/16" = 1' 0"
1LEVEL 3 FLOOR PLAN WHEELER AVE N
SANTA CLARA AVE
PA
S
E
O
AL
L
E
Y
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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
5
5
7
7
B B
C C
6.1
6.1
2
A6.51
_______
3
A6.51
_______
POOL
L3 17
SPA
L3 18
POOL SHOWERS
L3 16
RESTROOM
L3 13
RESTROOM
L3 14
ADA POOL LIFT, DEFFERED SUBMITTAL
ADA POOL LIFT, DEFFERED SUBMITTAL
A0.42
18
A0.42
18
L3 13
L3 14
CL1' 7 1/2"
CL
1' 6 1/8"
ADA SHOWER BENCH
7'
1
1
"
7'
1
1
"
18
'
9
"
1'
8
1
/
2
"
19
'
1
1
"
5'
1
1
/
2
"
D11 6
D11 4
D11 6 D11 4
D11 6
8' 10"16' 8 1/8"
CL
2'
0
"
CL
2'
6
"
BBQ EQUIPMENT / MILLWORK PER LANDSCAPE DRAWINGS
PLANTERS PER LANDSCAPE DRAWINGS
A0.42
14
4' 5" CLR.
EQ EQ
D6 4
1' 6"
1' 6"
SHOWER OVERHANG ABOVE
SHOWER FLOOR SHALL BE SLIP
RESISTANT AND COMPLY WITH CBC 3116B.3. REFER TO SLAB PLANS FOR SLOPES. REFER TO
LANDSCAPE FOR FLOOR FINISH
AND INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.
SL
O
P
E
HB HB
55' 11"8' 4 3/4"5' 10"4' 6 3/4"1' 10 1/2"5' 0" CLR.
18' 1 1/4"
5'
1
1
/
2
"
5'
1
1
"
14
'
0
"
1'
8
1
/
2
"
LEVEL 3+32' 10"
7 86.1 3
A6.51
_______
(N) LEVEL 2+20' 1"
12
'
9
"
POOL
L3 17
SPA
L3 18
55' 8"
55' 11"
78' 1 3/4"
10' 4 3/4"8' 4 3/4"
10' 1 3/4"8' 7 3/4"
4'
0
"
5'
3
"
E1
C4 6 C4 6
A2 12
LEVEL 3+32' 10"
BC
2
A6.51
_______
(N) LEVEL 2+20' 1"
12
'
9
"
POOL
L3 17
19' 8"
4'
0
"
5'
3
"
19' 11"
C4 6 C4 6
REVISIONS
ISSUE DATE
VOLUME 1
Autodesk Docs://20301_Alexan Arcadia/ARCH 20301 R22 Alexan Arcadia.rvt
12/11/2023 12:34:15 PM
A6.51PLAN CHECK SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20 301
ENLARGED POOL
AND RESTROOMS
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0
CA
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A
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2
0
0
8
1/4" = 1' 0"
1ENLARGED POOL & POOL SHOWER / RESTROOMS
1/4" = 1' 0"
2ENLARGED POOL SECTION LOOKING NORTH
1/4" = 1' 0"
3ENLARGED POOL SECTION LOOKING WEST
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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
5'-0"
MIN.
0 5 10 20 Feet
Scale: 1" = 10'
REFER TO SHEET L1.00 FOR MASTER
CONSTRUCTION SCHEDULES AND NOTES
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ISSUANCE NAME DATE
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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
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7
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2
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0
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EP
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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
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
GRAPHIC PATTERN PER
CITY ALLEY MASTER PLAN
PER CITY
STANDARD
PAVING LEGEND
DETAILITEM DESCRIPTION
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 PER
CITY ALLEY MASTER PLAN
P-5
P-6
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)
DETAILITEM DESCRIPTION
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 -
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
DETAILITEM DESCRIPTION
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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
AL
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CA
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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
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E
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A
B
A
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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. 1
12" 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
DETAILSFOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
AL
E
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D
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34
E
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C
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91
0
0
6
MI
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-
F
A
M
I
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Y
HO
U
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P
R
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E
C
T
ISSUANCE NAME DATE
57
9
0
F
L
E
E
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S
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E
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T
,
S
U
I
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1
4
0
CA
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B
A
D
,
C
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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
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S
I
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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
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
stems
leaves
flowers
stemslevel0
stemslevel1
stemslevel2
leaveslevel1
leaveslevel2
flowersle
v
e
l2
stemsleaves
leaveslevel1leaveslevel2
stemsleaves
leaveslevel1leaveslevel2
OS
OS
OS
MS
MS
J
J
CO
WORKER
CO
WORKER
KITCHENETTE2-STORY
LOUNGE
LEASING LEASING CONF. LOUNGE ELEVATOR
FSD
EV
EV
EV
EV
FSD
J
EV
EV
EV
EV
EV
EV
EV
EV
J
7 8 9 10 11
A.4
B
C
D
E
F
1210.66.8 7.6 8.5 9.3 11.59.5
COORDINATE AMENITY SPACE POWER AND
LIGHTING WITH INTERIOR DESIGN ARCHITECT
D
ROLLUP DOOR, 120V.
TRASH CHUTE AIR
COMPRESSOR, 120V.
TRASH CHUTE PANEL,
120V.
D
POOL EQUIPMENT
PANEL.
PANEL PEQ
TRASH COMPACTOR, 208V, 3PH,
5HP, VERIFY WITH TRASH SHOP
DRAWINGS.
E4.26
1
E4.28
1
EV9- 22,242
EV12- 29,31
2
EV9- 26,28
2
EV9- 25,272
C1E C1E
G1 G1
G1 G1
G1 G1
C3
XG1 XG1
C2
C2
C2
C2
C2
XG2G1
XG2
G1G1
EL- 3
EL- 3
GL- 15 GL- 15
EL- 15 EL- 15
GL- 15 GL- 15
EL- 15
EL- 15
EL- 15
GL- 18
GL- 18
GL- 18
GL- 18
GL- 18
EL- 15
GL- 15
EL- 15
GL- 15EL- 15
SCREEN ROOM
L2-15
TRASH ROOM
L2-08
ELEC RM
L2-09
POOL EQ. ROOM
L2-07
ELEV 1
L2-EV01
KITCHENETTE
L2-14
CO-WORKING
L2-10
SMALL CONF. RM
L2-11
PHONE RM
L2-12
PHONE RM
L2-13
STAIR 7
L2-S07
STAIR 6
L2-S06
STAIR 1
L2-S01
GP- 35
GMA- 33
GMA- 32,34,36
GP- 34
GP- 33 GP- 35
GMA- 17
PANEL LA
PANEL MA
PANEL PA
HP
4
MA- 25,27
HP
4
MA- 29,31
HP
5
MA- 43,45
HP
4
MA- 40,42
HP
4
MA- 44,46
HP
3
MA- 28,30
HP
6
MA- 37,39
AC
1
MA- 33,35
SA7
SA7
SA7
EL- 12
EL- 12
EL- 12
SA3SA3SA11SA11
SA11SA11SA11SA11SA11
EL- 20EL- 20EL- 20 EL- 20 EL- 20 EL- 20
EL- 20
EL- 20 EL- 20
5
SA11 SA11 SA11 SA11
EL- 20EL- 20 EL- 20 EL- 20 EL- 20
SA11
7
2
EV9- 30,32
2
EV8- 26,28
2 EV8- 29,31
2
EV8- 22,24
2
EV8- 25,27
2
EV12- 33,35
2
EV12- 30,32
2EV12- 34,36
9
GMA- 41
GMA- 41
EF
12
UC
1
UC
1
GMA- 41
HP
3
GMA- 56,58
SA3
SA3
SA3
SA3
SA3
EL- 20
EL- 20
EL- 20
EL- 20
EL- 20
R-358
R-357R-356
R-355
R-354
R-353
R-351 R-367
R-368
R-369
R-388
R-390
R-272
R-273
R-259
R-260
R-370
R-371 R-386
R-387
R-295
R-296
R-297
R-298
R-299
R-300
R-352
R-351
R-352
R-389
R-362
R-361
R-360
R-359
R-303
R-302
R-301
R-391
R-392
R-365 R-366R-364R-363
SEE OVERALL PLANS FOR SHEET NOTES AND GENERAL NOTES
09/30/23Exp.
I
L
No. 16047
E
IRTCELE
SSEFORP
ACFOET
DERETSIGERAT
S
ASZIVRAP A
LAC
REEN
IGNE
LANO
AINROFI
I
N
DE
3911 Harney Street
San Diego, CA 92110
ISSUANCE DAT
SCHEMATIC 09/30/22
50% 11/11/22
100% 12/23/22
100% ID 12/20/22
50%02-17-23
PC SUBMITTAL 04-24-23
PC SUBMITTAL 2 08-07-23
PC SUBMITTAL 3 12-11-23
Au
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e
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D
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s
:
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2
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:
5
4
A
M
AL
E
X
A
N
A
R
C
A
D
I
A
FLOOR PLAN LEVEL
2 ZONE 2 -
ELECTRICAL
E2.22
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
PR
O
J
E
C
T
N
U
M
B
E
R
:
2
0
-
3
0
1
PLAN CHECK SUBMITTAL 3: 12/11/2023
SCALE: 1/8" = 1'-0"1 LEVEL 2 ZONE 2 - ELECTRICAL
GENERAL NOTES:
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
J
512FT
1.81%VD
104FT
0.73%VD
60FT
0.42VD
66FT
0.55%VD
64FT
0.68%VD
183FT
1.29%VD
153FT
1.08%VD
122FT
0.86%VD
309FT
1.57%VD
117FT
0.83%VD
78FT
0.55%VD
299FT
1.52%VD
290FT
1.48%VD
304FT
1.55%VD
297FT
1.51%VD
511FT
1.80%VD
300FT
1.53%VD
345FT
1.80%VD
350FT
1.78%VD
40FT
0.42%VD
40FT
0.67%VD
416FT
1.73%VD
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY AIC RATING WITH UTILITY AND JOINT
TRENCH DRAWINGS PRIOR TO ORDERING EQUIPMENT, AIC
RATING OF EACH PANEL SHALL BE EQUAL OR HIGHER THAN
AVAILABLE
AIC.
2. SEE 3/E501 FOR FEEDER SCHEDULE.
3. SEE 3/E501 FOR GROUNDING DETAIL.
4. SEE ENLARGED UNIT PLANS FOR UNIT LOAD CENTER SCHEDULE,
SEE E701 & E702 FOR LOAD
CALCULATIONS.
5. TYPICAL FOR ALL FEEDERS, REVISE FEEDER SIZE BASED ON
ACTUAL WIRE LENGTH AND VOLTAGE DROP. MAXIMUM VOLTAGE
DROP AT TERMINATION MUST NOT EXCEEDS
5%.
6. SEE UNIT FEEDER SCHEDULE FOR WIRE SIZE AND VOLTAGE
DROP, BASED ON CU WIRES. CONTRACTOR MAY USE ALUMINUM
BUT MAINTAIN VOLTAGE DROP INDICATED ON SCHEDULE.
7. VERIFY FIRE PUMP SIZE AND REQUIREMENT WITH FIRE
SPRINKLER
PLANS.
8. UNLESS OTHERWISE NOTED, SEE PANEL SCHEDULES FOR
VOLTAGE
DROPS.
9. UPON REQUEST FROM CITY, ELECTRICAL CONTRACTOR SHALL
PROVIDE AN OVERCURRENT COORDINATION STUDY IN
ACCORDANCE WITH 2022 CEC, ARTICLES 240.12,
620.62.
10. METERING BANKS MB1 AND MB2 SERVICES SHALL COMPLY TO
2022 CEC, ARTICLE 110.26(C)(2), ARTICLE 240.24(A) & (B), 230.70(A).
11. WHERE WIRE IS LARGER THE LANDING LUG, PROVIDE LUG
REDUCER, OR A JUNCTION ABOX ABOVE THE EQUIPMENT TO
SPLICE AND REDUCE THE WIRE TO MAXIMUM SIZE THAT FITS THE
LUGS. DO NOT SHAVE WIRE
STRANDS.
SHEET NOTES
1. COORDINATE WITH UTILITY FOR SMART METER REQUIREMENTS.
2. GROUND PER DETAIL 3/E501.
3. TO EQUIPMENT HOUSING MIN. 500 MCM CU. PER NEC 250.28 &
408.3.C.
4. SEE UNIT FEEDER SCHEDULE FOR CONDUIT AND WIRE SIZE FOR
EACH UNIT INCLUDING VOLTAGE DROP, 100A FOR #2, 125A FOR #1
AND 150A FOR
1/0.
5. TYPICAL, SEE UNIT PLANS FOR TYPICAL UNIT LOAD CENTER
SCHEDULE.
6. PROVIDE ENERGY REDUCING MAINTENANCE SWITCH WITH LOCAL
STATUS INDICATOR (ERMS) FOR 1200 AMP AND LARGER
BREAKERS AS REQUIRED BY NEC 240.87. THIS MEANS ALLOWS
FOR NO INTENTIONAL DELAY TO REDUCE CLEARING TIME WHILE
MAINTENANCE, SERVICE OR OTHER DIAGNOSTIC TASKS ARE
BEING
PERFORMED.
7. FIRE PUMP FEEDER CONDUITS, SHALL BE ENCASED IN NOT LESS
THAN 2" OF CONCRETE
MINIMUM
, CEC 230.6 (2)
8. JOCKEY PUMP TAP SHALL COMPLY WITH CEC 695.6(A), 230.46 AND
230.90.
9. 550WATT EMERGENCY LIGHTING INVERTER TO POWER ROOF
DECK LIGHTS, MYERS #LV-3-G-1-B2001-B. SYSTEM ELECTROLYTE
= 1.32 GALLONS, SYSTEM KWH = 1.188
KWH.
10. PROVIDE 2#10 AWG WIRE FROM ELEVATOR SHUNT TRIP BREAKER
TO THE ELEVATOR MACHINE ROOM.
11. VERIFY ELEVATOR BREAKER AND FUSE SIZES, CONDUCTORS AND
BRANCH CIRCUITS WITH EQUIP. MANUFACTURERS.
12. INSTALL SURGE PROTECTIVE DEVICE PER NEC 230.67A,BC & D.
SYMBOLS SPD1 & SPD2 INDICATES THE SPD
TYPE.:A. ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE
PROVIDED WITH A SURGE PROTECTIVE DEVICE
(SPD).B. THE SPD SHALL BE AN INTEGRAL PART OF THE SERVICE
EQUIPMENT OR SHALL BE LOCATED IMMEDIATELY ADJACENT
TO.
C. THE SPD SHALL BE TYPE 1 OR 2.
13. ALL FEEDERS AND BRANCH CIRCUIT WIRING SUPPLYING
EMERGENCY SYSTEMS MUST BE PROTECTED FROM FIRE AND
SHALL BE KEPT ENTIRELY SEPARATE FROM OTHER WIRING AND
EQUIPMENT PER CEC
700.10.
14. EV CHARGING STATIONS WILL INCLUDE LOAD MANAGEMENT TO
LIMIT THE MAXIMUM USAGE PER PANEL NOT TO EXCEED THE
PANEL RATING, REFERENCE E6.06.
15. PROVIDE MINIMUM #8 SOLID COPPER GROUND CONDUCTOR
FROM POOL EQUIPMENT ROOM TO POOL AND SPA LOCATIONS
FOR FOR BONDING, COORDINATE WITH DEFERED POOL PLANS.
--
TO UTILITY
MAIN SWITCHBOARD MSB1
4000A, 120/208V, 3PH, 4W, 65KAIC
PULL
SEC.
HOUSE METER MAIN
20
0
1
1 SINGLE LINE DIAGRAM MSBH
SCALE: NOT TO SCALE
6
200A
3P
1
40
0
400A
3P
40
0
400A
3P4000A
/3P
1000A
3P
60
0
400A
3P
150A
3P
150A
3P
10
11
12
5
12
5
ELEVATOR
#2
20HP
ELEVATOR
#3
20HP
* TO GAS PIPING
FOR BONDING
ONLY PER ART
250-104(B)
* TO SPRINKLER PIPING
PER ART. 250-104(A)
** TO METAL WATER PIPE
(WHERE APPLIES) PER
ART. 250-52(A)(1)
** TO EFFECTIVELY
GROUND METAL FRAME OR FOUNDATION
REBAR OF THE BLDG. (MIN. 20') PER ART.
#250-52(A)(2)
** TWO 20 FT. LENGTH OF #4/0 BARE COPPER
ENCLOSED IN MIN. 2" OF CONCRETE ALL
AROUND PER ART. 250-52(A)(3). INSTALL UFER
GROUND OUTSIDE THE ELECTRICAL ROOM WHERE
THERE IS NO CAPILLARY BREAK TO INTERRUPT
THE GROUND PATH.
RUN GROUNDING CONDUCTORS IN OPPOSITE
DIRECTION.
** TO MSB
FINISHED FLOOR
1#4 CU- 3/4"C. TO
MAIN
MPOE AND IDF
CLOSETS ON EACH
FLOOR
1/2" PORCELAIN
INSULATORS 6" O.C.
BETWEEN WALL AND
COPPER GROUND BAR
24" WIDTH X 4" HIGH X 3/4" THICK
BARE COPPER BUS PLATE
ATTACHED TO ELECTRICAL
ROOM WALL WITH 1/2" SPACERS
PROVIDE PERMANENT
TAG TO IDENTIFY EACH
GROUND
3/0 BARE COPPER
GROUND TO OTHER
SWITCHBOARDS IN
THE SAME BUILDING
NOTE:REFERENCE 250.66 & 250.66 FOR COMPLETE TABLES.
* EQUIPMENT GROUNDING CONDUCTORS FOR GROUNDING GROUNDING RACEWAY
AND EQUIPMENT
(250.122)SHALL BE SIZED AS FOLLOWS:
OVERCURRENT GROUND CONDUCTOR SIZE
DEVICE SIZE CU AL
200A 6 4
300A 4 2
400A 3 1
500A 2 1/0
600A 1 2/0
800A 1/0 3/0
1000A 2/0 4/0
1200A 3/0 250
1600A 4/0 350
2000A 250 400
2500A 350 600
3000A 400 600
4000A 500 750
5000A 700 1200
6000A 800 1200
** GROUNDING ELECTRODE CONDUCTOR & MAIN BONDING JUMPER SHALL BE
SIZED PER 250-66. OVER 1100 KCM COPPER OR 1750 KCM ALUMINUM, THE BONDING
JUMPER SHALL HAVE AN AREA THAT IS NOT LESS THAN 12.5% OF THE AREA OF THE
LARGEST PHASE CONDUCTOR. SEE
250.28(D)(1):
SERVICE SIZE CU. CONDUCTOR
0-1,000A #3/0
1,200A #4/0
1,600A #250KCM
2,000A #300KCM
2,500A-3,000A #500KCM
4,000A #600KCM
2 NOT TO SCALE
FEEDER SCHEDULE
FIRE PUMP NOTES:
1. CEC 695.4 CONTINUITY OF POWER. CIRCUITS THAT SUPPLY
ELECTRIC MOTOR-DRIVEN FIRE PUMPS SHALL BE
SUPERVISED FROM INADVERTENT DISCONNECTION AS
COVERED IN 695.4 (A) OR (B).
2. CEC 695.6 POWER WIRING. POWER CIRCUITS WIRING
METHODS SHALL COMPLY WITH THE REQUIREMENTS IN
695.6(A) THROUGH (J).
3. CEC 695.10 LISTED EQUIPMENT. DIESEL ENGINE FIRE PUMP
CONTROLLERS, ELECTRIC FIRE PUMP CONTROLLERS,
ELECTRIC MOTORS, FIRE PUMP POWER TRANSFER SWITCHES,
FOAM PUMP CONTROLLERS AND LIMITED SERVICE
CONTROLLERS SHALL BE LISTED FOR FIRE PUMP
SERVICE.
4. CEC 695.4(B)(3)(1) BE IDENTIFIED AS SUITABLE FOR USE AS
SERVICE
EQUIPMENT.
5. CEC 695.4(B)(3)(2) BE LOCKABLE IN THE CLOSED POSITION.
6. THE JOCKEY PUMP TAP SHALL COMPLY TO 2022 CEC, ARTICLE
695.6(A), 230.46, 230.90.
7. FIRE PUMP CIRCUIT CONDUITS SHALL BE ENCASED IN NO
LESS THAN 2 INCHES OF CONCRETE. 2022 CEC, ARTICLE
695.6((A)(2)(D)(1)).
80
0
400A
3P
2.5"C WITH (3) #4/0, (1) #4/0
NEUTRAL & (1) #2/0 'G AWG CU
FIRE PUMP LRC (TABLE 430.251) = 802A
JOCKEY PUMP LRC = 55A
----------
857A
FIRE PUMP SERVICE:
FIRE PUMP FLA (TABLE 430.250) = 143.00A
25% OF FIRE EPUMP MOTOR FLA = 143.00 x 0.25 = 35.75A
JOCKEY PUMP FLA = 7.50A
------------
186.25A
FIRE PUMP CONTROLLER FEEDER:
80
0
400A
3P SPACE SPACE
250A
3P
30
0
BOOSTER PUMP
BP-1
G
G1
EMERGENCY GENERATOR PER CBC 2702.2.4
WITH SUB-BASE DOUBLE WALL TANK.
200KW/225KVA, 120/208V, 3PH,4W
KOHLER #200REOZJF-4UA13, OR EQUAL
SPD
200A
3P
400A
3P
COMBINATION OF
ATS & FIRE PUMP
CONTROLLER
FIRE PUMP
STARTER/DISCONNECT
ENCLOSURE BY PUMP
MANUFACTURER
50HP
FIRE PUMP
1000A
3P
4
PROVIDE FIRE PUMP
WITH SOLID STATE SOFT
START.
PROVIDE CONTROLLER
WITH SURGE
PROTECTOR, CEC 695.15.
7
30
0
200A
3P
20
0
ATS "EOP"
400A
3 POLE
OPTIONAL
40
0
20
0
PROVIDE
CONTROL
WIRES FROM
GENERATOR
TO EACH ATS.
GENERATOR
ANNUNCIATION PANEL,
LOCATE IN MAINTENANCE
ROOM, VERIFY WITH
OWNER.
CONTROL
WIRING FROM
ATS TO
GENERATOR 60
0
400A
3P
60
0
400A
3P
60
0
400A
3P
60
0
400A
3P
12
5
12
5
FIRE
PUMP TAP
SOLAR PV TAP
3
600A
3P
SOLAR PV DISCONNECT
SOLAR PV METER
SOLAR PV DISCONNECT
600
200
200
VERIFY WITH SOLAR PV
CONSULTANT.
125A
3P
22
5
125A
3P
12
5
ATS "ELS"
400A
3 POLE
LIFE &
SAFETY
12
5
40
0
400A
3P
22
5
20
0
40
0
400A
3P
30
0
22
5
100A
3P
15
0
15
0
40
0
400A
3P
60
0
400A
3P
40
0
400A
3P
40
0
400A
3P
40
0
400A
3P
SPD
11
12
5
1 ALUMINUM CONDUCTORS ARE ALLOWED TO BE USED FOR FEEDERS 100 AMP AND HIGHER AS LONG AS IT IS
EQUIVALENT IN AMPACITY AND VOLTAGE DROP CALCULATION COMPARED TO COPPER CONDUCTORS. WHERE
ALUMINUM CONDUCTORS ARE USED CONDUIT SIZE MUST CHANGE ACCORDINGLY AND ALL TERMINATION LUGS AND
HARDWARE MUST BE COMPATIBLE FOR PROPER THERMAL EXPANSION AND CONTRACTION FOR ALUMINUM
CONDUCTORS PER INDUSTRY STANDARD.
30
0
20
0
150A
3P
10
11
12
5
ELEVATOR
#1
20HP
10
11
12
5
HOUSE DISTRIBUTION SECTION "HDP"
4000A, 120/208V, 3PH, 4W, 65KAIC
FAULT CURRENT/COORDINATION
STUDY IS REQUIRED, PRIOR THE
ROUGH ELECTRICAL INSPECTION,
TO BE APPROVED IN WRITING BY
THE ENGINEER OF RECORD AND
SUBMITTED TO THE AHJ.
7
3 NOT TO SCALE
GROUNDING DETAIL
8 (3#500)8#500 (8) 4"8#400 3000A
3#1 1#1 2"1#6 125A/3P
3#4
3#6 1#6
1#4 1 1/4"
1#10
1#8
50A/3P
70A/3P
3#8 1#8 1"1#10 40A/3P
3#10 1#10 3/4"1#10 30A/3P
3#12 1#12 1/2"1#12 20A/3P
2 (3#500)2#500 2#1/0 800A
2 (3#350)2#350 (2) 3 1/2"2#1 600A
2 (3#250)2#250 (2) 3"2#2 500A
3#3/0 1#3/0 1#6 200A/3P
3#500 4"1#500 1#2 400A
3#350 1#350 1#4 300A 3 1/2"
3#250 1#250 1#4 250A3"
3#4/0 1#4/0 1#4 225A 2 1/2"
3#1/0 1#1/0 1#6 150A/3P
1 1/2"100A/3P
3#2/0 1#2/0 1#6 175A/3P
3 (3#400)3#400 (3) 3 1/2"3#2/0 1000A
3 (3#600)3#600 (3) 4"3#3/0 1200A
4 (3#600)4#600 (4) 4"4#4/0 1600A
5 (3#600)5#600 (5) 4"5#250 2000A
6 (3#600)6#600 (6) 4"6#350 2500A
100A/2P
3#3/0 1#3/0 2"1#4
3#1 1#1 2"1#6
4 (3#500) 4#500 (4) 4"4#250
4 (3#350) 4#350 (4) 3 1/2"4#4/0
3 (3#400) 3#400 3#3/0
2 (3#500) 2#500 (2) 4"2#2/0
3#250 1#250 1#4 3"
2 (3#250) 2#250 2#1
2 (3#350) 2#350 2#1/0
3#500 1#500 1#2 4"
3#350 1#350 1#2
3#300 1#300 1#2
3#4/0 1#4/0 2 1/2"1#4
2#2/0 1#2/0 2"1#4
8 (3#250) 8#250 (8) 3"8#350
3#2 1#2 1 1/2"1#8 90A/3P
3#2 1#2 1#8
2#2 1#2 1#6 2#1 1#1 1#6 1 1/2"
8 (3#350) 8#350 (8) 3 1/2"8#400
8 (3#600) 8#600 (8) 4"8#600
1 1/4"
2"
2"
2"
1 1/2"
(2) 4"(3) 3 1/2"
(2) 3 1/2"
(2) 3"
3"
3 1/2"
2#1 1#1 1#6 125A/2P 2#2/0 1#2/0 2"1#4 2"
NEUTRALPHASEFEEDER TAG CONDUIT
1
NEUTRALPHASE CONDUIT
MAXIMUM
PROTECTIVE
DEVICEEQUIP. @
GROUND
EQUIP. @
GROUND
125A
90
100A
2500
2000
1600
1200
1000
125
800
600
500
400
300
250
225
200
175
150
100
70
50
40
30
20
3000
2
3
2
3
14 14 14 14 14 14 14 14 14 14 14
MANUAL TRANSFER SWITCH FOR
EMERGENCY GENERATOR
MAINTENANCE, CEC 700.3(F).
125
WET RATED TEMP GENERATOR
CONNECTOR BOX. 120/208V, 3∅,
UNUON CONNECTOR
#GCP-N-0-3-200-1-1-1-6-0, OR EQUAL.
GROUND BUS SHALL HAVE A
MINIMUM OF 3 VACANT LUGS.
14
PAENL
GL
225MLO
42KAIC
PAENL
GM
400MLO
42KAIC
PAENL
GP
MLO
42KAIC
M
M
PAENL
EV1
400MLO
22KAIC
ST
PAENL
PA
125MLO
10KAIC
PAENL
PF
100MLO
10KAIC
PAENL
EV2
400MLO
22KAIC
PAENL
EP
400MLO
10KAIC
PAENL
EV3
400MLO
22KAIC
PAENL
EV4
400MLO
22KAIC
PAENL
EV5
400MLO
22KAIC
PAENL
EV6
400MLO
22KAIC
M
PAENL
EL
200MLO
10KAIC
PAENL
EV7
400MLO
42KAIC
PAENL
L1
100MLO
10KAIC
PAENL
L2
100MLO
10KAIC
PAENL
P1
125MLO
22KAIC
PAENL
P2
100MLO
10KAIC
PAENL
M1
MLO
42KAIC
PAENL
M2
MLO
10KAIC
PAENL
PEQ
100MCB
10KAIC
ST
PAENL
EL1
100MLO
10KAIC
PAENL
EL2
100MLO
10KAIC
PAENL
EV8
400MLO
22KAIC
PAENL
EV9
400MLO
22KAIC
PAENL
EV10
400MLO
22KAIC
PAENL
EV11
400MLO
22KAIC
PAENL
EV12
400MLO
22KAIC
PAENL
GMA
125MLO
42KAIC
PAENL
MA
400MLO
22KAIC
ST
PAENL
LA
100MLO
10KAIC
GND.
NEUT.
GND.
NEUT.
COPPER CONDUCTORS
FEEDER SCHEDULE @ 75°C
ALUMINUM CONDUCTORS
09/30/23Exp.
I
L
No. 16047
E
IRTCELE
SSEFORP
ACFOET
DERETSIGERAT
S
ASZIVRAP A
LAC
REEN
IGNE
LANO
AINROFI
I
N
DE
3911 Harney Street
San Diego, CA 92110
ISSUANCE DAT
SCHEMATIC 09/30/22
50% 11/11/22
100% 12/23/22
100% ID 12/20/22
50%02-17-23
PC SUBMITTAL 04-24-23
PC SUBMITTAL 2 08-07-23
PC SUBMITTAL 3 12-11-23
Au
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:
//
2
0
3
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1
_
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d
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E
L
E
C
-
2
0
30
1
-
R
2
2
-
A
l
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a
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d
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v
t
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/
2
0
2
3
7
:
3
4
:
4
6
A
M
AL
E
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A
N
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C
A
D
I
A
SINGLE LINE
DIAGRAM MSB1
E5.01
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
PR
O
J
E
C
T
N
U
M
B
E
R
:
2
0
-
3
0
1
PLAN CHECK SUBMITTAL 3: 12/11/2023
ALL FEEDERS AND BRANCH
CIRCUIT WIRING SUPPLYING
EMERGENCY SYSTEMS MUST BE
PROTECTED FROM FIRE AND
SHALL BE KEPT ENTIRELY
SEPARATE FROM OTHER WIRING
AND EQUIPMENT PER CEC 700.10.
FOR REFERENCE ONLY
04/23/2025 CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
09/30/23Exp.
I
L
No. 16047
E
IRTCELE
SSEFORP
ACFOET
DERETSIGERAT
S
ASZIVRAP A
LAC
REEN
IGNE
LANO
AINROFI
I
N
DE
3911 Harney Street
San Diego, CA 92110
ISSUANCE DAT
SCHEMATIC 09/30/22
50% 11/11/22
100% 12/23/22
100% ID 12/20/22
50%02-17-23
PC SUBMITTAL 04-24-23
PC SUBMITTAL 2 08-07-23
PC SUBMITTAL 3 12-11-23
Au
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k
D
o
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s
:
//
2
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3
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1
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A
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d
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E
L
E
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-
2
0
30
1
-
R
2
2
-
A
l
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a
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A
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a
d
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a
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r
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t
12
/
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/
2
0
2
3
7
:
3
5
:
0
8
A
M
AL
E
X
A
N
A
R
C
A
D
I
A
PANEL SCHEDULES
E7.08
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
PR
O
J
E
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T
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M
B
E
R
:
2
0
-
3
0
1
PLAN CHECK SUBMITTAL 3: 12/11/2023
PANEL SCHEDULE NOTES:
1. VOLTAGE DROP CALCULATIONS ARE BASED ON COPPER WIRE AND ON
THE FOLLOWING EQUATIONS: VD = (I x R x L x M) / P VD = VOLTAGE DROP,
I = CURRENT, R = RESISTANCE IN OHMS PER FEET, L = LENGTH OF WIRE
IN FEET, M = 2 FOR SINGLE PHASE & 1.7321 FOR THREE PHASE , P =
NUMBER OF PARALLEL RUNS . CONTRACTOR SHALL FIELD VERIFY WIRE
LENGTH AND ADJUST FOR VOLTAGE DROP, MAXIMUM VOLTAGE DROP
FROM SERIVCE TO TERMINATION SHALL NOT EXCEED 5%.
2. ALL CIRCUITS TO HAVE A DEDICATED NEUTRAL PER NEC 210-4.
PANEL SCHEDULE INDEX
M1 M2
MA PEQ
PROVIDE 225A/3P SUB-FEED BREAKER TO PANEL M2.
Breaker Notes:Custom Notes:
Total Demand Amps:292.70 A
Total Conn. Load Amps:289.92 A
Non Continuous 4.80 kVA 100.00%4.80 kVA Total Demand kVA:105.45 kVA
Motor 99.65 kVA 101.00%100.65 kVA Total Conn. Load kVA:104.45 kVA
Load Classification Connected Load Demand Factor Demand Load Panel Totals
Load Summary:
Total Amps:283.29 A 301.19 A 286.90 A
Total Load:34.00 kVA 36.09 kVA 34.37 kVA
-- ----41 ---- --21.57 42
-- ----39 ---- --17.51 40
4.06... 322' 3 runs of 3-#1/0, 2-#2,... 37 PANEL M2 LV5 IDF RM 225 3 19.78 38
35 36
2.17... 217' 1-#12, 1-#12, 1-#12 33 LV7 ELEV SMOKE DOOR 20 1 0.30 34
3.21... 309' 1-#8, 1-#8, 1-#8 31 SF-9 ROOF 20 1 0.80 0.30 1 20 LV3 ELEV SMOKE DOOR 32 1-#12, 1-#12, 1-#12 212' 2.12...
1.85... 70' 1-#12, 1-#12, 1-#12 29 SF-9 ROOF 20 1 0.80 1.10 1 20 EF-14 ROOF 30 1-#8, 1-#8, 1-#8 198' 2.84...
-- ----27 ---- --2.00 0.28 1 20 LV3 FIRE SMOKE DAMPERS 28 1-#12, 1-#12, 1-#12 281' 2.63...
1.52... 51' 2-#8, 1-#8, 1-#10 25 FC-8/HP-8 LV3/ROOF 40 2 2.00 2.00 -- -- --26 ---- --
-- ----23 ---- --2.00 2.00 2 40 FC-8/HP-8 LV3/ROOF 24 2-#6, 1-#6, 1-#6 286' 5.38...
5.69... 302' 2-#6, 1-#6, 1-#6 21 FC-8/HP-8 LV7/ROOF 40 2 2.00 2.00 -- -- --22 ---- --
2.74... 293' 1-#12, 1-#12, 1-#12 19 LV7 FIRE SMOKE DAMPERS 20 1 0.28 2.00 2 40 FC-8/HP-8 LV7/ROOF 20 2-#8, 1-#8, 1-#10 63' 1.88...
-- ----17 ---- --2.00 0.30 1 20 LV6 ELEV SMOKE DOOR 18 1-#12, 1-#12, 1-#12 207' 2.07...
5.62... 298' 2-#6, 1-#6, 1-#6 15 FC-8/HP-8 LV6/ROOF 40 2 2.00 2.00 -- -- --16 ---- --
2.64... 283' 1-#12, 1-#12, 1-#12 13 LV6 FIRE SMOKE DAMPERS 20 1 0.28 2.00 2 40 FC-8/HP-8 LV6/ROOF 14 2-#8, 1-#8, 1-#10 53' 1.58...
-- ----11 ---- --2.00 0.30 1 20 LV5 ELEV SMOKE DOOR 12 1-#12, 1-#12, 1-#12 196' 1.96...
5.54... 294' 2-#6, 1-#6, 1-#6 9 FC-8/HP-8 LV5/ROOF 40 2 2.00 2.00 -- -- --10 ---- --
2.55... 273' 1-#12, 1-#12, 1-#12 7 LV5 FIRE SMOKE DAMPERS 20 1 0.28 2.00 2 40 FC-8/HP-8 LV5/ROOF 8 2-#8, 1-#8, 1-#10 68' 2.05...
-- ----5 ---- --2.00 0.30 1 20 LV4 ELEV SMOKE DOOR 6 1-#12, 1-#12, 1-#12 194' 1.94...
1.92... 64' 2-#8, 1-#8, 1-#10 3 FC-8/HP-8 LV4/ROOF 40 2 2.00 2.00 -- -- --4 ---- --
2.53... 271' 1-#12, 1-#12, 1-#12 1 LV4 FIRE SMOKE DAMPERS 20 1 0.28 2.00 2 40 FC-8/HP-8 LV4/ROOF 2 2-#6, 1-#6, 1-#6 290' 5.46...
V.D. DIST WIRE CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT WIRE DIST V.D.
Enclosure:Type 1 Sections:
Mounting:SURFACE Wires:4 Bus Rating:400.00 A
Supply Frm:HDP Phases:3 Mains Type:MLO
Location:ELEC L5-05 Volts:120/208 Wye A.I.C. Rating:42000
Panel: M1
Breaker Notes:Custom Notes:
Total Demand Amps:166.13 A
Total Conn. Load Amps:163.35 A
Non Continuous 3.40 kVA 100.00%3.40 kVA Total Demand kVA:59.85 kVA
Motor 55.45 kVA 101.80%56.45 kVA Total Conn. Load kVA:58.85 kVA
Load Classification Connected Load Demand Factor Demand Load Panel Totals
Load Summary:
Total Amps:167.70 A 145.88 A 182.66 A
Total Load:19.78 kVA 17.51 kVA 21.57 kVA
53 54
1.49... 149' 1-#12, 1-#12, 1-#12 51 LV3 ELEV SMOKE DOOR 20 1 0.30 52
2.77... 166' 1-#12, 1-#12, 1-#12 49 BOILER B-2 ROOF 20 1 0.50 0.30 1 20 LV3 ELEV SMOKE DOOR 50 1-#12, 1-#12, 1-#12 154' 1.54...
1.85... 111' 1-#12, 1-#12, 1-#12 47 BOILER B-4 ROOF 20 1 0.50 0.50 1 20 BOILER B-1 ROOF 48 1-#12, 1-#12, 1-#12 172' 2.86...
2.86... 179' 1-#10, 1-#10, 1-#10 45 SF-9 ROOF 20 1 0.80 0.50 1 20 BOILER B-3 ROOF 46 1-#12, 1-#12, 1-#12 117' 1.94...
2.25... 61' 1-#12, 1-#12, 1-#12 43 EF-14 ROOF 20 1 1.10 0.80 1 20 EF-15 ROOF 44 1-#12, 1-#12, 1-#12 65' 1.75...
-- ----41 ---- --1.13 0.80 1 20 SF-9 ROOF 42 1-#10, 1-#10, 1-#10 162' 2.59...
4.11... 158' 2-#10, 1-#10, 1-#10 39 HP-1 ROOF 20 2 1.13 1.32 -- -- --40 ---- --
-- ----37 ---- -- 2.00 1.32 2 20 FC-1 SKYDECK RSTM 38 2-#10, 1-#10, 1-#10 169' 5.13...
4.27... 142' 2-#8, 1-#8, 1-#10 35 HP-9/FC-9 COMM RM/ROOF 40 2 2.00 0.04 1 20 EF-1 SKYDECK RSTRM 36 1-#12, 1-#12, 1-#12 172' 0.23...
1.37... 146' 1-#12, 1-#12, 1-#12 33 LV3 FIRE SMOKE DAMPERS 20 1 0.28 0.02 1 20 EF-17s COURTYRD RESTRSM 34 1-#12, 1-#12, 1-#12 229' 0.15...
-- ----31 ---- -- 2.00 2.00 -- -- --32 ---- --
4.16... 139' 2-#8, 1-#8, 1-#10 29 FC-8/HP-8 LV3/ROOF 40 2 2.00 2.00 2 40 FC-8/HP-8 LV3/ROOF 30 2-#8, 1-#8, 1-#10 163' 4.90...
-- ----27 ---- --2.00 0.28 1 20 LV7 FIRE SMOKE DAMPERS 28 1-#12, 1-#12, 1-#12 158' 1.48...
4.52... 151' 2-#8, 1-#8, 1-#10 25 FC-8/HP-8 LV7/ROOF 40 2 2.00 0.30 1 20 LV7 ELEV SMOKE DOOR 26 1-#12, 1-#12, 1-#12 160' 1.60...
1.59... 159' 1-#12, 1-#12, 1-#12 23 LV7 ELEV SMOKE DOOR 20 1 0.30 2.00 -- -- --24 ---- --
1.49... 149' 1-#12, 1-#12, 1-#12 21 LV6 ELEV SMOKE DOOR 20 1 0.30 2.00 2 40 FC-8/HP-8 LV7/ROOF 22 2-#8, 1-#8, 1-#10 174' 5.21...
-- ----19 ---- -- 2.00 0.30 1 20 LV6 ELEV SMOKE DOOR 20 1-#12, 1-#12, 1-#12 150' 1.50...
5.09... 170' 2-#8, 1-#8, 1-#10 17 FC-8/HP-8 LV6/ROOF 40 2 2.00 2.00 -- -- --18 ---- --
1.38... 148' 1-#12, 1-#12, 1-#12 15 LV6 FIRE SMOKE DAMPERS 20 1 0.28 2.00 2 40 FC-8/HP-8 LV6/ROOF 16 2-#8, 1-#8, 1-#10 140' 4.19...
1.39... 139' 1-#12, 1-#12, 1-#12 13 LV5 ELEV SMOKE DOOR 20 1 0.30 2.00 -- -- --14 ---- --
-- ----11 ---- --2.00 2.00 2 40 FC-8/HP-8 LV5/ROOF 12 2-#8, 1-#8, 1-#10 172' 5.15...
3.88... 129' 2-#8, 1-#8, 1-#10 9 FC-8/HP-8 LV5/ROOF 40 2 2.00 0.30 1 20 LV5 ELEV SMOKE DOOR 10 1-#12, 1-#12, 1-#12 140' 1.40...
1.37... 137' 1-#12, 1-#12, 1-#12 7 LV4 ELEV SMOKE DOOR 20 1 0.30 0.28 1 20 LV5 FIRE SMOKE DAMPERS 8 1-#12, 1-#12, 1-#12 138' 1.29...
-- ----5 ---- --2.00 0.30 1 20 LV4 ELEV SMOKE DOOR 6 1-#12, 1-#12, 1-#12 138' 1.38...
5.03... 168' 2-#8, 1-#8, 1-#10 3 FC-8/HP-8 LV4/ROOF 40 2 2.00 2.00 -- -- --4 ---- --
1.27... 136' 1-#12, 1-#12, 1-#12 1 LV4 FIRE SMOKE DAMPERS 20 1 0.28 2.00 2 40 FC-8/HP-8 LV4/ROOF 2 2-#8, 1-#8, 1-#10 148' 4.45...
V.D. DIST WIRE CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT WIRE DIST V.D.
Enclosure:Type 1 Sections:
Mounting:SURFACE Wires:4 Bus Rating:225.00 A
Supply Frm:M1 Phases:3 Mains Type:MLO
Location:ELEC L5-10 Volts:120/208 Wye A.I.C. Rating:10000
Panel: M2
Breaker Notes:Custom Notes:
Total Demand Amps:243.56 A
Total Conn. Load Amps:239.52 A
Total Demand kVA:87.75 kVA
Motor 86.29 kVA 101.69%87.75 kVA Total Conn. Load kVA:86.29 kVA
Load Classification Connected Load Demand Factor Demand Load Panel Totals
Load Summary:
Total Amps:257.16 A 270.41 A 205.33 A
Total Load:30.03 kVA 31.62 kVA 24.64 kVA
53 54
51 52
1.66... 156' 1-#12, 1-#12, 1-#12 49 SF-14/SF-15 LV2 AMENITY 20 1 0.32 50
0.25... 25' 1-#12, 1-#12, 1-#12 47 LV2 ELEV1 SMOKE DOOR 20 1 0.30 0.23 1 20 SF-10/SF-11/EF-20 LV1... 48 1-#12, 1-#12, 1-#12 149' 1.14...
-- ----45 ---- --2.91 2.00 -- -- --46 ---- --
3.31... 121' 2-#6, 1-#6, 1-#10 43 FC-5/HP-5 COWORK/GARAGE 50 2 2.91 2.00 2 40 FC-4/HP-4 LEASING/GARAGE 44 2-#8, 1-#8, 1-#10 108' 3.25...
1.95... 217' 1-#12, 1-#12, 1-#12 41 EF-12/SF-12/SF-13...20 1 0.27 2.00 -- -- --42 ---- --
-- ----39 ---- --2.91 2.00 2 40 FC-4/HP-4 BRK RM/GARAGE 40 2-#8, 1-#8, 1-#10 139' 4.18...
2.70... 98' 2-#6, 1-#6, 1-#10 37 FC-6/HP-6 LOUNGE/GARAGE 50 2 2.91 0.04 -- -- --38 ---- --
-- ----35 ---- --1.38 0.04 2 15 F-1 AV ROOM 36 2-#14, 1-#14, 1-#14 14' 0.03...
4.93... 93' 2-#12, 1-#12, 1-#12 33 AC-1 LV2 GARAGE 20 2 1.38 0.00 -- -- --34 ---- --
-- ----31 ---- -- 2.00 0.00 2 40 FC-4/HP-4 COWORK/GARAGE 32 2-#8, 1-#8, 1-#10 86' 0.00...
3.98... 133' 2-#8, 1-#8, 1-#10 29 FC-4/HP-4 COWORK/GARAGE 40 2 2.00 2.00 -- -- --30 ---- --
-- ----27 ---- --2.00 2.00 2 40 FC-4/HP-4 CONF/GARAGE 28 2-#8, 1-#8, 1-#10 103' 3.08...
4.17... 139' 2-#8, 1-#8, 1-#10 25 FC-4/HP-4 COWORK/GARAGE 40 2 2.00 2.00 -- -- --26 ---- --
-- ----23 ---- --2.00 2.00 2 40 FC-4/HP-4 GAME/GARAGE 24 2-#8, 1-#8, 1-#10 149' 4.47...
4.93... 164' 2-#8, 1-#8, 1-#10 21 FC-4/HP-4 GAME/GARAGE 40 2 2.00 2.00 -- -- --22 ---- --
-- ----19 ---- -- 2.91 2.00 2 40 FC-4/HP-4 OFFICE/GARAGE 20 2-#8, 1-#8, 1-#10 156' 4.69...
5.16... 188' 2-#6, 1-#6, 1-#10 17 FC-6/HP-6 MAIL/GARAGE 50 2 2.91 2.91 -- -- --18 ---- --
-- ----15 ---- --2.00 2.91 2 50 FC-5/HP-5 MAIL/GARAGE 16 2-#6, 1-#6, 1-#10 177' 4.85...
4.14... 220' 2-#6, 1-#6, 1-#6 13 FC-4/HP-4...40 2 2.00 0.03 1 20 RESTROOMS EF-17s 14 1-#12, 1-#12, 1-#12 202' 0.20...
-- ----11 ---- --1.29 1.32 -- -- --12 ---- --
4.43... 229' 2-#8, 1-#8, 1-#8 9 HP-2 GARAGE 25 2 1.29 1.32 2 20 FC-2 RESTROOM L2-17 10 2-#10, 1-#10, 1-#10 188' 5.69...
-- ----7 ---- -- 2.00 2.00 -- -- --8 ---- --
4.55... 241' 2-#6, 1-#6, 1-#6 5 FC-4/HP-4 FITNESS/GARAGE 40 2 2.00 2.00 2 40 FC-4/HP-4 FITNESS/GARAGE 6 2-#6, 1-#6, 1-#6 236' 4.44...
-- ----3 ---- --2.91 2.00 -- -- --4 ---- --
4.37... 252' 2-#4, 1-#4, 1-#6 1 FC-7/HP-7 PERCH/GARAGE 50 2 2.91 2.00 2 40 FC-4/HP-4 FITNESS/GARAGE 2 2-#6, 1-#6, 1-#6 247' 4.65...
V.D. DIST WIRE CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT WIRE DIST V.D.
Enclosure:Type 1 Sections:
Mounting:SURFACE Wires:4 Bus Rating:400.00 A
Supply Frm:HDP Phases:3 Mains Type:MLO
Location:ELEC RM L2-09 Volts:120/208 Wye A.I.C. Rating:22000
Panel: MA
PANEL TO BE POPULATED BY POOL CONSULTANT, WILL BE SUBMITTED WITH POOL PLANS AS
DEFERED SUBMITTAL.
Breaker Notes:Custom Notes:
Total Demand Amps:Not Computed
Total Conn. Load Amps:Not Computed
Total Demand kVA:0.00 kVA
Total Conn. Load kVA:0.00 kVA
Load Classification Connected Load Demand Factor Demand Load Panel Totals
Load Summary:
Total Amps:
Total Load:0.00 kVA 0.00 kVA 0.00 kVA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 2
V.D. DIST WIRE CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT WIRE DIST V.D.
Enclosure:Type 1 Sections:MCB Rating 100.00 A
Mounting:SURFACE Wires:Not Computed Bus Rating:100.00 A
Supply Frm:HDP Phases:Not Computed Mains Type:MCB
Location:POOL EQ. ROOM L2-07 Volts:None A.I.C. Rating:10000
Panel: PEQ
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
MANUFACTURER/
MODELTAG TYPE DRIVE SERVICE CFM ESP RPM
FAN MOTOR
(HP)VOLT/1Ø VIBRATION
ISOLATION CONTROLS WEIGHT
(LBS)
SOUND
(SONES)REMARKS
EXHAUST FAN SCHEDULE
EF-1
EF-2
-152-SPEED
FAN DIRECT 30/75 0.20AMP NEOPRENE PAD 0.7RESIDENTIAL
BATHROOM 0.25 CONTINUOUS
NOTES: #2,3,4.
VARIABLE AIR FLOW 2-SPEED FAN. PROVIDE FV-MSVK1 MOTION SENSOR.
PROVIDE 6" TO 4" DUCT ADAPTOR.
120/1
CF-5
CF-6
SF-1
SF-2
SF-3
EF-7
EF-8
EF-9
EF-10
EF-11
EF-12
EF-13
SF-4
SF-5
120/1BACK-FLOW
ROOM NEOPRENE PAD0.25DIRECTCEILING
MOUNTED
SF-7
PANASONIC
FV-0511VKS2
3/4HP4,700 0.25 432 350 -BELT SPRING
ISOLATORS
NOTE: PROVIDE ACCESS DOOR TO FIRE OR FIRE/SMOKE DAMPERS AS REQUIRED.
MANUFACTURER
/MODELTAG
AIR TERMINAL SCHEDULE
CD1 TITUS
TDC
TITUS
50F
TITUS
300RS
CRG
CEG
WSR1
WER1
CER1
NOTES:
1. SIZE SHOWN ON PLAN IN NECK DIMENSIONS. PROVIDE DUCT ADAPTER AS REQUIRED.
2. PROVIDE SQUARE TO ROUND ADAPTER AS REQUIRED.
3. WHITE FINISH.
4. PROVIDE WITH TAMPER-PROOF SCREWS
5. PROVIDE MERV-8 DURING CONSTRUCTION, AND MERV-13 FOR FINAL DELIVERY.
YES
NO
YES
SURFACE
MOUNTED
SURFACE
SURFACE/
EXPOSED DUCT
STEEL LOUVERED CEILING DIFFUSER WITH REMOVABLE CORE #1,2,3
ALUMINUM EGGCRATE GRILLE WIH 1/2"X1/2"X1" DEEP CORE.
PROVIDE WITH FILLER PANEL FOR T-BAR CEILING
STEEL DOUBLE DEFLECTION SUPPLY GRILLE WITH 3/4" BLADE
SPACING. FRONT BLADES PARALLEL TO SHORT DIMENSION.
OBD
DAMPER FRAME DESCRIPTION NOTES
#1,2
#1,2,3
CSR
WSR
SHOEMAKER
950 YES SURFACE ALUMINUM ADJUSTABLE REGISTER WITH AIRFOIL BLADES #1,2,3,4
TITUS
FL-20LD1 NO SURFACE
MOUNTED
2-SLOT, 2" WIDTH SLOT SUPPLY DIFFUSER WITH PATTERN
CONTROLLER
ABBREVIATIONS
ABC
ABV
AP
AC
AFF
AFG
AHU
ARCH
BEL
BF
BDD
BLDG
BOD
BTU
BTUH
BDD
CF
CLG
CFM
CHWR
CHWS
CONT
CONTR
CWR
CWS
D
DB
DEG
DL
DIA
DN
DV
DWG
E
EAT
EDB
EER
EF
EL
ELEC
EQUIP
ESP
EWB
EXH
°F
FC
FFE
FLA
FL
FPI
FPM
FT
GA
GPM
HC
HP
HT
HTG
HVAC
HHWR
HHWS
IE
IFW
KE
NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ABBREVIATIONS. SOME OF THE ABBREVIATIONS
SHOWN ABOVE MAY NOT HAVE BEEN USED IN THE DRAWING PACKAGE.
ABOVE CEILING
ABOVE
ACCESS PANEL
AIR CONDITIONING UNIT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
ARCHITECTURAL
BELOW
BELOW FINISHED FLOOR
BACK-DRAFT DAMPER
BRAKE HORSEPOWER
BUILDING
BOTTOM OF DUCT
BRITISH THERMAL UNIT
BACK DRAFT DAMPER
COOLING COIL
CEILING
AIRFLOW RATE - CUBIC FEET
PER MINUTE
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CONTINUATION
CONTRACTOR
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
DROP
DRY BULB
DEGREES
DOOR LOUVER
DIAMETER
DOWN
DRYER VENT
DRAWING
EXISTING
ENTERING AIR TEMPERATURE
ENTERING DRY BULB
ENERGY EFFICIENCY RATIO
EXHAUST FAN
ELEVATION
ELECTRIC/ELECTRICAL
EQUIPMENT
EXTERNAL STATIC PRESSURE
ENTERING WET BULB
EXHAUST
DEGREES FAHRENHEIT
FLEXIBLE CONNECTION
FINISHED FLOOR ELEVATION
FULL LOAD AMPS
FLOOR
FINS PER INCH
FEET PER MINUTE
FOOT
GAUGE
GALLONS PER MINUTE
HEATING COIL
HORSEPOWER
HEIGHT
HEATING
HEATING VENTILATION AND AIR
CONDITIONING
HEATING HOT WATER RETURN
HEATING HOT WATER SUPPLY
INVERT ELEVATION
IN FURRED WALL
KITCHEN EXHAUST
KW
LAT
LBS
LWT
MAX
MBH
MCA
MCC
MECH
MFR
MIN
MOCP
MTD
MVD
N
NC
NO
NTS
OA
PC
PD
PH
PLBG
PRV
PSI
POC
REF
REQD
RET
RM
RPM
SAD
SA
SEER
SENS
SP
SPEC
SS
SSD
STD
STRUC
SA
SYM
T&P
TC
TE
TEMP
TOD
TYP
UG
UL
UON
UC
V
VD
W
W/O
WT
WB
KILOWATT
LEAVING AIR TEMPERTURE
POUNDS
LEAVING WATER TEMPERTURE
MAXIMUM
THOUSAND BTUH
MAXIMUM CURRENT AMPS
MOTOR CONTROL CENTER
MECHANICAL
MANUFACTURER
MINIMUM
MAXIMUM OVER CURRENT PROTECTION
MOUNTED
MANUAL VOLUME DAMPER
NEW
NORMALLY CLOSED
NORMALLY OPEN
NOT TO SCALE
OUTSIDE AIR
PREHEAT COIL
PRESURE DROP
PHASE
PLUMBING
PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH
POINT OF CONNECTION
REFRIGERATION
REQUIRED
RETURN
ROOM
REVOLUTIONS PER MINUTE
SEE ARCHITECTURAL DRAWINGS
SUPPLY AIR
SEASONAL ENERGY EFFICIENCY RATIO
SENSIBLE
STATIC PRESSURE
SPECIFICATION
STAINLESS STEEL
SEE STRUCTURAL DRAWINGS
STANDARD
STRUTURAL
SUPPLY AIR
SYMBOL
TEMPERATURE AND PRESSURE
TIME CLOCK
TOILET EXHAUST
TEMPERTURE
TOP OF DUCT
TYPICAL
UNDERGROUND
UNDERWRITERS' LABORATORIES
UNLESS OTHERWISE NOTED
DOOR UNDER CUT
VOLTS
VOLUME DAMPER
WITH
WITHOUT
WEIGHT
WET BULB
DESCRIPTIONSYMBOL
GENERAL SYMBOLS
SHEET NOTE
EQUIPMENT CALLOUT
DETAIL REFERENCE:
SECTION CALLOUT
POINT OF CONNECTION
REVISION TAG
#
XX
#
XX
#DETAIL CALLOUT
SHEET CALLOUT
#
1
GEF-3
GEF-4
DIRECT 300 NEOPRENE PADELECTRICAL0.25 THERMOSTAT120/1
30HP60,000 0.5 787 3,800 -COOK
402CA4DWDI GARAGE C.O.SENSORBELTFLOOR
MOUNTED
SPRING
ISOLATORS208/3
COOK
TBD-15 CEILING
MOUNTED GARAGE 208/1 C.O.SENSOR
EF-14 1/2HP3,000 0.5 612 400 -COOK
225 CPA CORRIDORBELTROOF
MOUNTED
SPRING
ISOLATORS120/1
DIRECT 300 NEOPRENE PAD0.25 120/1CORRIDOR
THERMOSTAT
EF-15 1/3HP850 0.5 825 250 -COOK
150CPV
TRASH
ROOMBELTROOF
MOUNTED
SPRING
ISOLATORS120/1 PROVIDE BELT GUARD, SPARE BELT, ISOLATION RAIL, BELT TENSIONR-ROTARY,
ADSG-150 DAMPER, HF-120 VIBRATION ISOLATORS.
PROVIDE SPARE BELT, INSULATED HOUSING, RS-220 VIBRATION ISOLATORS.
PROVIDE MESH SCREEN AT INLET AND OUTLET. PROVIDE VFD.
NOTES:
1. ENERGY STAR CERTIFIED. COMPLETE WITH BACK-DRAFT DAMPER AND GRILLE.
2. FAN COMPLETE WITH, MULTI-SPEED MODULE, TIME DELAY. FAN SHALL RUN AT LOW SPEED CONTINUOUSLY. OCCUPANCY SENSOR TURNS TO HIGH SPEED WITH 2-MINUTE DELAY. COORDINATE WITH ELECTRICAL SECTION OF WORK.
3. CONTINUOUS AIRFLOW SHALL BE SET TO EQUAL FRESH AIR INLET AIRFLOW SHOWN ON PLANS. IF TWO CONTINUOUS FANS ARE SHOWN IN ONE UNIT, THE SUM TOTAL OF CONTINUOUS AIRFLOW SHALL EQUAL THE INTAKE AIRFLOW SHOWN.
EF-16
CONTINUOUS
EF-17 DIRECT RESTROOM 0.25 120/1 TOGGLE
SWITCHNEOPRENE PADCEILING
MOUNTED
EF-18 MAINTENANCE
1/2HP1,450 0.5 687 500 -COOK
180CA-SWSI
TRASH
ROOMBELT SPRING
ISOLATORS120/1 PROVIDE BELT GUARD, SPARE BELT, INSULATED HOUSING, ISOLATION RAIL,
ADSG-180 DAMPER, SF2-225 VIBRATION ISOLATORS.
ROOF
MOUNTED CONTINUOUS
CONTINUOUS PROVIDE BELT GUARD, SPARE BELT, ISOLATION RAIL, BELT TENSIONR-ROTARY,
SF2-135 VIBRATION ISOLATORS.
TRASH
ROOM
120/1BICYCLE
STORAGE ROOM NEOPRENE PAD700DIRECTCEILING
MOUNTED THERMOSTAT
CONTINUOUS
IN-LINE
FAN DIRECT 300 NEOPRENE PAD0.25 120/1PET SPA TOGGLE
SWITCH
DIRECT 300 NEOPRENE PAD0.25 120/1DAS
ROOM THERMOSTAT
3/4HP3,000 0.25 710 250 -BELT SPRING
ISOLATORS
COOK
TBD-9 CEILING
MOUNTED GARAGE 208/1 C.O.SENSOR PROVIDE SPARE BELT, INSULATED HOUSING, RS-120 VIBRATION ISOLATORS.
PROVIDE MESH SCREEN AT INLET AND OUTLET. PROVIDE VFD.
PROVIDE SPARE BELT, ISOLATION BASE, SRS-1000, VIBRATION ISOLATORS.
PROVIDE VFD.
20HP42,000 0.5 749 3,400 -COOK
365CA4DWDI GARAGE C.O.SENSORBELTFLOOR
MOUNTED
SPRING
ISOLATORS208/3 PROVIDE SPARE BELT, ISOLATION BASE, SRS-800 VIBRATION ISOLATORS.
PROVIDE VFD.
SF-8
MAINTENANCE/
LOBBY
PET
SPA
PROVIDE BACK-DRAFT DAMPER, FILTER BOX, MERV-13 FILTER.CORRIDOR
SF-6
25CONTINUOUS WITH BUILT-IN FILTER BOX, MERV-13 FILTER AND0.3NEOPRENE
PAD120/11.1AMP-0.25150DIRECT LOBBY TEMP. CONTROLLER AND ECM MOTOR.
PANASONIC
FV-15NLFS1
7 12 HP18,000 0.5 828 1600 -COOK
330CA-SWSI GARAGEBELTFLOOR
MOUNTED
SPRING
ISOLATORS208/3 PROVIDE BELT GUARD, SPARE BELT, ISOLATION RAIL, BELT TENSIONR-ROTARY,
ADSG-330 DAMPER, SRS-450 VIBRATION ISOLATORS. PROVIDE VFD.C.O.SENSOR
5HP12,600 0.5 790 2000 -COOK
300CA-SWSI GARAGEBELTFLOOR
MOUNTED
SPRING
ISOLATORS208/3 PROVIDE BELT GUARD, SPARE BELT, ISOLATION RAIL, BELT TENSIONR-ROTARY
ADSG-300 DAMPER, SRS-450 VIBRATION ISOLATORS. PROVIDE VFD.C.O.SENSOR
25CONTINUOUS WITH BUILT-IN FILTER BOX, MERV-13 FILTER AND0.3NEOPRENE
PAD120/11.1AMP-0.25150IN-LINE
FAN DIRECT LOBBY TEMP. CONTROLLER AND ECM MOTOR.
PANASONIC
FV-15NLFS1
SF-9 COOK
195 CPV 685 325ROOF
MOUNTED BELT 1,500 1/3HP -0.6 120/1CORRIDOR SPRING
ISOLATORS CONTINUOUS PROVIDE BELT GUARD, SPARE BELT, ISOLATION RAIL, BELT TENSIONR-ROTARY,
FILTER BOX, MERV-13 FILTER, ADSG-195 DAMPER, SRS-250 VIBRATION ISOLATORS.
SHOEMAKER
935FG2CRG NO SURFACE
MOUNTED
HINGED RETURN AIR GRILLE WITH 2" THICK MERV-13 AIR
FILTER.
PROVIDE WITH OSHA GUARD MOTOR COVER, ACCESS DOOR SHAFT SEAL.
FULL STAINLESS STEEL CONSTRUCTION. PROVIDE PHENOLIC EPOXY COATING.
PROVIDE BELT GUARD, SPARE BELT, RS-70 ISOLATORS.
POOL
ROOM -120/11/4HP500 0.25 881 150DIRECTIN-LINE
MOUNTED
COOK
120TCNB
MANUFACTURER/
MODELTAG REMARKS
FSD3 RUSKIN
FSD 36
FSD/FD SCHEDULE
ITEM
RECTANGULAR
FIRE/SMOKE DAMPER
120V/1Ø
FSD1 RUSKIN
FSD60-3
3 HOUR VERTICAL OR HORIZONTAL COMBINATION FIRE SMOKE DAMPER WITH ELECTRIC FUSE LINK,
ACTUATOR, FACTORY SLEEVE. DUCT SMOKE DETECTOR BY ELECTRICAL. U.L. 555 LISTING R5531, U.L.
555S LISTING R5531,
CSFM LISTING NO# #3225-245:1026
FIRE/SMOKE DAMPER
120V/1Ø
FSD RUSKIN
FSD60FA-BL
1-1/2 HOUR GRILLE ACCESS COMBINATION FIRE/SMOKE DAMPER WITH ELECTRIC FUSE LINK,
ACTUATOR, FACTORY SLEEVE 3-POSITION ACTUATOR FOR AIRFLOW BALANCING. DUCT SMOKE
DETECTOR BY ELECTRICAL.
U.L. 555 LISTING R5531, U.L. 555S LISTING R5531, CSFM LISTING NO# #3225-0245:0126
GRILLE ACCESS
FIRE/SMOKE DAMPER
120V/1Ø
FD
1-1/2 HOUR VERTICAL OR HORIZONTAL COMBINATION FIRE SMOKE DAMPER WITH ELECTRIC FUSE LINK,
ACTUATOR, TEST SWITCH, FACTORY SLEEVE. DUCT SMOKE DETECTOR BY ELECTRICAL. U.L. 555
LISTING R5531, U.L. 555S LISTING R5531, CSFM LISTING NO# #3235-245:0126
RUSKIN DIBD 60 STYLE A 1-1/2 HOUR WALL FIRE DAMPER UL555 LISTING NO# R5531
CSFM LISTING NO# IBD2 #3225-0245:0005 AT GARAGE WALL, 1HR RATEDFIRE DAMPER
FSD2 RUSKIN
FSDR25
1-1/2 HOUR VERTICAL OR HORIZONTAL COMBINATION FIRE SMOKE DAMPER WITH ELECTRIC FUSE LINK,
ACTUATOR, FACTORY SLEEVE. DUCT SMOKE DETECTOR BY ELECTRICAL. U.L. 555 LISTING R5531, U.L.
555S LISTING R5531, CSFM LISTING NO# #3225-245:107
ROUND FIRE/SMOKE
DAMPER
120V/1Ø
FD1 RUSKIN DIBD 23 3 HOUR FLOOR FIRE DAMPER UL555 LISTING NO# R5531 CSFM LISTING
NO# DIBD2 #3225-0245:0005 AT GARAGE CEILING, 3HR RATEDFIRE DAMPER
CIRCULATING FAN
CLG. RADIATION DAMPER
CLG. RADIATION DAMPER POTTORFF
CFD-520 AT DUCT PENETRATION
THRU 1 HOUR RATED CEILING
POTTORFF CFD-521 UL. NO# R14603 CSFMLISTING NO# 3225-0368
AT CEILING DIFFUSER, 1 HOUR RATEDFD-1
FD-2
WRG
40DIRECT30046WATTSNEOPRENE PAD 3.5120/1COOK
GNVF-700 0.50 1260 PROVIDE INTERNAL SPEED CONTROL.
40DIRECT30046WATTSNEOPRENE PAD 3.5INTERLOCK
WITH EF-8120/1COOK
GNVF-700 0.50 1260 PROVIDE BACK-DRAFT DAMPER, FILTER BOX, MERV-13 FILTER.PROVIDE INTERNAL SPEED CONTROL. INTERLOCK WITH EF-8.
IN-LINE
FAN
IN-LINE
FAN
PROVIDE BACK-DRAFT DAMPER, FILTER BOX, MERV-13 FILTER.40DIRECT30046WATTSNEOPRENE PAD 3.5120/1COOK
GNVF-700 0.50 1260 PROVIDE INTERNAL SPEED CONTROL.
35DIRECT20021WATTSNEOPRENE PAD 1.50.25 THERMOSTAT120/1 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-500 1071CEILING
MOUNTED
CONTINUOUS
836 20IN-LINE
FAN DIRECT 100 11WATTS NEOPRENE PAD 2.0120/1COOK
GNVF-180 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.0.25 CONTINUOUS
4.050067WATTS 3.0 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-700 1145
10063WATTS 1.00.25 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-900 740
CEILING
MOUNTED 4026WATTS 2.0 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-700 950
4026WATTS 2.0COOK
GNVF-700 950 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
CEILING
MOUNTEDCOOK
GCVF-700 26WATTS950 4.0 3.0 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-700 26WATTS950 4.0 3.0 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
CEILING
MOUNTED
2010011WATTS 2.0 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-180 838
100DIRECT800119WATTSNEOPRENE PAD 3.0CONF./
LOUNGE 120/10.50COOK
GNVF-900 1022 PROVIDE BACK-DRAFT DAMPER.PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
IN-LINE
FANSF-10
SF-11
SF-12
SF-13
SF-14
SF-15
40DIRECT40066WATTSNEOPRENE PAD 4.0OFFICE/
KITCHEN 120/10.50COOK
GNVF-700 1325IN-LINE
FAN
100DIRECT800119WATTSNEOPRENE PAD 3.0MAIL/GYM.
LOUNGE 120/10.50COOK
GNVF-900 1022IN-LINE
FAN
100DIRECT900140WATTSNEOPRENE PAD 3.5FITNESS120/10.50COOK
GNVF-900 1037IN-LINE
FAN
100DIRECT900140WATTSNEOPRENE PAD 3.5CO-WORK/
KITCHENETTE 120/10.50COOK
GNVF-900 1037IN-LINE
FAN
100DIRECT50073WATTSNEOPRENE PAD 3.0GAME120/10.50COOK
GNVF-900 1003IN-LINE
FAN
100DIRECT600119WATTSNEOPRENE PAD 3.0PERCH/
SPEAK EASY 120/10.50COOK
GNVF-900 1022 PROVIDE BACK-DRAFT DAMPER AND GRILLE.IN-LINE
FAN
CEILING
MOUNTED
CEILING
MOUNTED
INTERLOCK
WITH EF-9
SPRING
ISOLATORS THERMOSTAT
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
120/1KITCHENETTE NEOPRENE PAD0.25DIRECTCEILING
MOUNTED 4.050067WATTS 3.0 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-700 1145EF-19 TOGGLE
SWITCH
EF-20 40DIRECT40042WATTSNEOPRENE PAD 2.0KITCHEN0.25 120/1 PROVIDE BACK-DRAFT DAMPER AND GRILLE.
PROVIDE INTERNAL SPEED CONTROL.
COOK
GCVF-700 1034CEILING
MOUNTED
TOGGLE
SWITCH
CONTINUOUS PROVIDE BACK-DRAFT DAMPER.PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
PROVIDE BACK-DRAFT DAMPER.PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
PROVIDE BACK-DRAFT DAMPER.PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
PROVIDE BACK-DRAFT DAMPER.PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
PROVIDE BACK-DRAFT DAMPER.PROVIDE INTERNAL SPEED CONTROL, FILTER BOX AND MERV-13FILTER.
DI-1 -1.2AMP.POOL
BOILER 120/1TJERNLUND
RT750
ROOF
MOUNTED
ROOF MOUNTED DRAFT INDUCER WITH UCRT UNIVERSAL CONTROL WITH
SPEED CONTROL.
UC-1
- - ---- -
-0.8AMP.POOL
BOILER 120/1TJERNLUND
RT750 -INTERLOCK WITH SPEED CONTROLLER. INSTALL PER MANUFACTURER'S
INSTALLATION REQUIREMENTS.- - ---- -
BUILDING DEPARTMENT NOTES:
SCHEDULES,
LEGEND
PR
O
J
E
C
T
N
U
M
B
E
R
:
2
2
4
1
AL
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.
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A
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.
AR
C
A
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I
A
,
C
A
9
1
0
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6
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E
/
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I
-
F
A
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I
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Y
H
O
U
S
I
N
G
PR
O
J
E
C
T
ISSUANCE NAME DATE
FI
L
E
P
A
T
H
##
/
#
#
/
#
#
#
#
#
#
:
#
#
:
#
#
X
X
57
9
0
F
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U
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1
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0
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8
{\fRDC DINBek|b0|i0|c0|p2;SCHEMATIC DESIGN}
VOLUME 02PLAN CHECK SUBMITTAL 3: 12/11/2023
M003
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
CO
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{\fRDC DINBek|b0|i0|c0|p2;SCHEMATIC DESIGN}
VOLUME 02PLAN CHECK SUBMITTAL 3: 12/11/2023
LEVEL 2
FLOOR PLAN
1&2
M306
M205
1
SHEET NOTES
TRASH ROOM EXHAUST RISER. REFER TO DETAIL#5 ON SHEET M405.
REFER TO M3 SHEETS FOR RESIDENTIAL
2 PROVIDE STAINLESS STEEL FOR FAN HOUSING AND DUCT WORK.
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
P P
12
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{\fRDC DINBek|b0|i0|c0|p2;SCHEMATIC DESIGN}
VOLUME 02PLAN CHECK SUBMITTAL 3: 12/11/2023
LEVEL ROOF
FLOOR PLAN
M211
%%uGENERAL NOTES:
2. TERMINATE EXHAUST OUTLET MIN. 10-FEET FROM INTAKE AIR AND OPENING
1. PROVIDE EQUIPMENT TAG FOR EACH UNIT PER ARCH. UNIT NUMBERING.
SECURE UNITS TO ROOF CURB SEE STRUCTURAL & ARCH. DWG'S FOR
TO BUILDING.
COORDINATION.
3.
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
2 3 4 5 6 7 8 9 10 11 12110.64.4 5.2 6.1 6.8 7.6 8.5 9.3 11.59.5
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(218 SF)
3"SD UP
(312 SF)3"SD UP
(256 SF)
3"SD UP
(142 SF)
3"SD UP
(61 SF)
3"SD UP
(300 SF)3"SD UP
(161 SF)
3"SD UP
(284 SF)
3"SD UP
(181 SF)
3"SD UP
(350 SF)
3"SD UP
(132 SF)
3"SD UP
(76 SF)
3"SD UP
(73 SF)
3"SD UP
(116 SF)
3"SD UP
(117 SF)
3"SD UP
(102 SF)
3"SD UP
(87 SF)
3"SD UP
(33 SF)
4"SD UP
(148 SF)
3"SD UP
(290 SF)
3"SD UP
(76 SF)
3"SD UP
(105 SF)
3"SD UP
(93 SF)
3"SD UP
(89 SF)
3"SD UP
(69 SF)
3"SD UP
(38 SF)
3"SD UP
(59 SF)
3"SD UP
(59 SF)
3"SD UP
(78 SF)
3"SD UP
(89 SF)
3"SD UP
(63 SF)
3"SD UP
(29 SF)
3"SD UP
(145 SF)
3"SD UP
(311 SF)
3"SD UP
(78 SF)
3"SD UP
(80 SF)
3"SD UP
(250 SF)
3"SD UP
(445 SF)
4"SD UP
(2138 SF)
4"SD UP
(1755 SF)
4"OFD UP
(2138 SF)
2"W UP
4"OFD UP
(1755 SF)
3"SD UP
(1257 SF)
4"SD UP
(1851 SF)
3"OFD UP
(1257 SF)
4"OFD UP
(1851 SF)
4"SD UP
(1912 SF)
4"OFD UP
(1912 SF)
4"SD UP
(2351 SF)
3"SD UP
(1375 SF)
4"OFD UP
(2351 SF)
3"OFD UP
(1375 SF)
3"SD UP
(1621 SF)
3"OFD UP
(1621 SF)
3"SD UP
(1227 SF)
3"SD UP
(1230 SF)
4"SD UP
(2394 SF)
4"SD UP
(2397 SF)
4"SD UP
(1782 SF)
4"SD UP
(2116 SF)
4"OFD UP
(2116 SF)
4"OFD UP
(1782 SF)
3"SD
(742 SF)
3"SD
(657 SF)
4"SD
(587 SF)
4"SD DN
(667 SF)3"SD
(206 SF)
3"SD
(334 SF)
4"SD
(412 SF)
3"SD
(382 SF)
4"SD
(794 SF)
3"SD
(454 SF)
4"SD
(2254 SF)
4"SD
(1248 SF)
4"SD
(3502 SF)
4"SD
(3663 SF)
6"SD
(5418 SF)
6"SD
(5567 SF)
4"SD
(799 SF)6"SD
(6366 SF)
6"SD
(6717 SF)
4"SD
(3108 SF)
6"SD
(5505 SF)
6"SD
(5505 SF)
8"SD DN
(12,222 SF)
4"OFD
(3108 SF)
4"OFD DN
(3108 SF)
6"OFD DN
(3893 SF)
3"SD DN
(657 SF)
3"SD DN
(742 SF)
3"SD
(223 SF)
3"SD
(848 SF)
3"SD
(1071 SF)
4"SD
(1900 SF)
4"SD
(2971 SF)
3"SD
(361 SF)
4"SD
(3332 SF)3"SD
(328 SF)
4"SD
(3660 SF)
4"SD
(3698 SF)
6"SD
(4143 SF)3"SD
(574 SF)
6"SD
(4717 SF)
6"SD
(4898 SF)
6"SD
(6494 SF)
4"SD DROP
(2116 SF)
6"SD DN
(8610 SF)
6"OFD DN
(3855 SF)
3"OFD DROP
(1621 SF)
4"OFD
(2234 SF)
6"SD
(5347 SF)
6"SD
(3972 SF)
4"OFD
(3291 SF)
4"OFD DN
(3291 SF)4"SD
(3293 SF)
5
5
4
2
1
3
3
2
1
4
5
5
4
32
1
5
4
3
2
1
5
4
3
2
1
4
3
2
1
5
4
2
1
3
3
2
1
4
5
3
2
1
4
5
5 4 1
23
5
4
1
2
3
3
2
1
4
5
5
4
3
2
1
5
4 3
21
5
3
3
2
1
5
4
4
2
1
5
3
2
1
3
2
1 5
4
3
2
1
3
2
1
5
2
3
1
4
3
35
21
3
4
5
4
3
2
1
541
2
3
7A
6A
7B7C
8A
9
11C
10A
13
14
15
16
17C
17B
17A
10A
18
19A 19B
19C
19C
16
12
20
2
2
1
1
1
1
1
1
1
1
11
1
1 1 1 1
1
1
1
1
3
3
1
1
4"HW
4"CW
4"
C
W
4"
H
W
3"
C
W
3"
H
W
3"HW
4"CW
4"
C
W
3"
C
W
3"
C
W
3"
H
W
6"CW6"HW 6"CW6"HW
6"
C
W
6"
C
W
8"CW DN
3"CW
3"
H
W
3"
H
W
3"
H
W
3"
H
W
3"
C
W
3"
C
W
3"
C
W
6"CW
6"HW
6"CW
6"HW
6"CW
6"HW
6"CW
6"HW
6"H&CW UP6"H&CW UP
GAS UP GAS UP
GA
S
GAS GAS GASGASGAS
GA
S
GAS REGULATOR
2"W UP
2"W UP
4"W UP
3"W UP2"V UP
2"W UP 4"W UP
2"W UP
2"W UP
4"W UP
2"W UP
2"W UP
4"W UP3"W UP
2"V UP 2"W UP
2"V UP
4"W UP
2"W UP
2"W UP
2"W UP
4"W UP
2"W UP
2"V UP
2"W UP
2"V UP
2"W UP
3"W UP
2"V UP
4"W UP
4"W UP
2"W UP
2"W UP
2"W UP
2"W UP
2"W UP
2"W UP
4"W UP
2"V UP 2"W UP
2"W UP
4"W UP
2"V UP
4"
W
6"W
4"
W
4"W 6"W
6"
W
6"W DROP
6"W DROP
8"W DN
6"
W
6"
W
2"W UP
2"V UP
2"W UP2"V UP
2"W
4"W UP
3"W UP
2"V UP 2"W UP
2"W UP
4"W UP
4"W
2"W UP
2"W UP
2"W UP
4"W UP
2"W UP
4"W UP
3"W UP
2"V UP
2"V UP
4"W
4"W
2"W UP
2"V UP
2"W UP
3"W UP
2"V UP
4"W UP 2"W UP
4"W UP
2"W UP
4"W
2"W UP
4"W UP
2"W UP
3"W UP
4"W UP
2"W UP
4"W UP2"W UP
2"W UP
2"W UP
4"W UP
2"V UP
4"W
4"W
4"W
6"
W
2"W UP
2"V UP
4"W UP
3"W UP2"W UP
2"W UP
4"W UP
2"W UP4"W
2"W UP
4"W UP 6B 6C
2"W UP
2"W UP
4"W UP
3"W UP
2"W UP
2"W UP
2"W UP
2"V UP
2"W UP
2"W UP
2"V UP
4"W UP
2"W UP
4"W UP
2"W UP
2"W UP4"W UP
2"V UP
3"W UP
4"W UP
2"W UP
2"W UP2"V UP
2"W UP
2"V UP
3"W UP4"W UP
2"V UP
2"W UP
2"W UP4"W UP
2"W UP2"W UP
4"W UP
2"W UP
2"V UP
2"W UP
2"W UP
4"W UP
3"W UP
2"V UP
2"W UP
2"W UP
4"W UP
4"W 4"W
6"W
6"W 6"W
6"W DN
4"W
2"W UP
4"W UP
2"V UP
3"W UP
2"W UP
2"W UP
2"V UP
2"W UP
4"W UP
4"W UP10B
2"W UP 2"W UP
2"W UP
2"V UP
3"W UP
2"V UP
2"W UP
2"W UP
2"W UP
2"W UP
4"W UP 2"W UP
2"W UP
2"V UP
4"W UP2"W UP
4"W UP
2"V UP
3"W UP
2"W UP
2"W UP
4"W UP
2"W UP
2"W UP 2"W UP4"W UP
2"V UP
2"W UP
2"V UP
2"W UP
2"V UP
4"W UP2"W UP
2"W UP
2"W UP
4"W UP
2"W UP
2"W UP
2"V UP
2"W UP
3"W UP
4"W UP
4"W UP 10B
4"W 6"W
6"W 6"W
6"W DN
2"W UP
2"W UP
2"V UP
4"W UP
2"W UP
2"W UP
2"V UP
2"W UP
4"W UP
2"W UP
4"W UP
2"W UP4"W
2"W UP
2"W UP
2"V UP
4"W UP
3"W UP
2"W UP
4"W UP
2"W UP
2"W UP
3"W UP
4"W UP
2"V UP
2"W UP
2"W UP
3"W UP
4"W UP
2"V UP
2"W UP
2"W UP
2"W UP
2"W UP
6"W DN
4"W
6"
W
6"
W
2"W UP
FD-1
2"V RISE
2"V UP
2"V RISE
4"OFD DN
(1782 SF)
3"OFD UP
(205 SF)
4"OFD UP
(1714 SF)
3"OFD UP
(1310 SF)
3"OFD UP
(244 SF)
3"OFD UP
(156 SF)
3"OFD UP
(118 SF)
3"OFD UP
(1151 SF)
3"OFD UP
(87 SF)
4"OFD UP
(156 SF)
3"OFD (1554 SF)4"OFD (1710 SF)4"OFD DN (1710 SF)
3"OFD
(118 SF)
3"OFD
(118 SF)
3"OFD
(1307 SF)
3"OFD
(1307 SF)
3"OFD DN
(1307 SF)
4"OFD DN
(2006 SF)
GAS UP
GAS UP
GAS UP
8B
8A 8B
10A4"W UP 10B
2"CW DN
RPBP-2
2"CW CFF
3/4"CW DROP
TO HB-1
POOL DRAINS
SHALL DISCHARGE
TO HUB DRAIN.
P304
3
P305
1
1-1/2"CW
6"SD DROP
(5505 SF)
3"OFD DROP
(205 SF)
3"OFD
(1381 SF)
2"W4"
W
2"
W
6"SD
(6577 SF)4"W
4"SD
(329 SF)
2"W UP
2"V UP
3"W UP
2"W UP
2"V UP
2"W UP
2"W UP
3"W UP 2"V UP3"W
3"W
3/4"CW DROP
TO HB-1
3/4"CW UP
2"V UP
3/4"CW UP
3/4"CW UP 3/4"H&CW UP
3/4"H&CW UP
2"V UP
3/4"CW UP
3/4"H&CW UP
3/4"CW UP
2"V UP
2"V UP
2"V UP
2"V UP
2"V UP
2"V UP
ISSUANCE DAT
SCHEMATIC DESIGN 09/30/22
50% DD 11/11/22
100% DD 12/23/22
PLAN CHECK SUBMITTAL 3: 12/11/23
50%CD 02/17/23
PC SUBMITTAL 04/24/23
PC SUBMITTAL 2 08/07/23
VOLUME 02
Autodesk Docs://20301_Alexan Arcadia/PLBG-20301-R22-Alexan Arcadia.rvt
12
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5
4
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PLUMBING LEVEL 2
NORTH FLOOR
PLAN
P205A
1/8" = 1'-0"1 LEVEL 2 - North
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
2 3 4 5 6 7
A.4
B
C
D
E
F
1 4.4 5.2 6.1 6.8
A
A.3
1.5
DESIGN BUILD
STEEL STAIRS
BELOW WOOD
STAIRS PER TYP
DETAILS ABOVE
19" THICK ONE WAY CONC.
SLAB w/
#8 @ 9" O.C. BOT. SHORT,
#5 @ 9" O.C. BOT. LONG,
#5 @ 12" O.C. TOP EA. WAY
CB-304A CB-304B
CB-304B
CB-304A
CB
-
3
0
2
ZONE 1 MATCHLINE
ZONE 4
ZO
N
E
1
M
A
T
C
H
L
I
N
E
ZO
N
E
2
3
S3.31 TYP.
3
S3.31 TYP.
3
S3.21
TYP.
3
S3.21
TYP.3
S3.21 TYP.
1' - 6"
CB
-
3
0
5
B
2'
-
0
"
CB
-
3
0
5
B
CB-305A
2'
-
0
"
14" THK. CONC. SLAB TWO WAY
SLAB TYP UNO W/ #5 @ 12" O.C.
EA. WAY T&B TYP.
OUTER REBAR: NORTH-SOUTH
INNER REBAR: EAST-WEST
FOR ADDITIONAL REINFORCING
SEE SHEETS S1.31A & S1.31B
1' - 6"
6
S3.42
6
S3.42
1
S3.51DP8ADP6ADP6AC=7/8"
C=7/8"
3'
-
0
"DP6A13
S3.51
C=3/8"
C=3/8"
3' - 0"
EQ
EQ
10' - 6"
4'
-
6
"
C=3/8"DP8A3.5
10" THK. DROP
PANEL
EQ EQ
POOL
S.A.D.CC8ACC8A8" THK. COLUMN
CAPITAL
5'
-
0
"
1'
-
9
"
2' - 3"
5'
-
0
"
1' - 0"
1'
-
9
"
1'
-
6
"
3
S3.21
TYP.
12
S0.13
15
S3.12
TYP.
CB-306BCB-306AEGRSEGRSEQDP10ATYP. U.N.O.PLANTER WALL PER
TYPICAL DETAILS, TYP.
PLANTER SEE
LANDSCAPE
MAX. HT. = 2'-0"
PLANTER SEE
LANDSCAPE
MAX. HT. = 2'-6"
TYP. U.N.O.
PLANTER SEE
LANDSCAPE
MAX. HT. = 2'-6"
TYP. U.N.O.
PLANTER SEE
LANDSCAPE
MAX. HT. = 2'-0"
PLANTER SEE
LANDSCAPE
MAX. HT. = 2'-6"
PLANTER SEE
LANDSCAPE
MAX. HT. = 2'-0"
TREE WT = 4000
LBS MAX. TYP.
UNO
CONCRETE TOPPING
SLAB PER ARCH, MAX
AVG THICKNESS = 5"
CONCRETE POOL
WALL PER 13/S3.51
7 D
S 6 .0 2
HSS FRAME FOR
PERFORATED
METAL SUPPORT,
PER ARCH, SEE
DETIALS ON S6.02
7 D
S 6 .0 2
HSS FRAME FOR
PERFORATED
METAL SUPPORT,
PER ARCH, SEE
DETIALS ON S6.02
5'
-
3
"
PLAN NOTES - SHEETS AND GENERAL:
101. GENERAL NOTES AND TYPICAL DETAILS SHEETS: SEE S0.01 THRU
S0.92 SHEETS. GENERAL NOTES & TYPICAL DETAILS APPLY TO ALL
PARTS OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED
OR U.N.O. ON THE FLOOR PLANS AND PLAN NOTES
102. VERIFY ALL DIMENSIONS, ELEVATIONS, SLAB EDGES, SLAB
DEPRESSIONS, SLAB OPENINGS, CURBS, FOOTING,
PENETRATIONS, WALL OPENINGS WITH ARCHITECTURAL,
MECHANICAL, PLUMBING, ELECTRICAL & CIVIL DRAWINGS.
103. FOR ALL DIMENSIONS & ROOF SLOPES S.A.D.
104. NON-BEARING WALLS SHOWN FOR ILLUSTRATIVE PURPOSES
ONLY. FOR NON-BEARING WALL LOCATIONS S.A.D.
PLAN NOTES - CONCRETE:
401. THE PERIMETER WALLS ARE NOT TO BE BACKFILLED UNTIL THE
FLOOR SLABS ARE POURED AND CURED.
402. FOR CONCRETE SLAB DETAILS, SEE SHEET S3.11 THROUGH
S3.13.
403. AT ANY LOCATIONS THE CONTRACTOR PROPOSES TO POUR
STRUCTURAL SLAB THICKER THAN SHOWN ON THESE
STRUCTURAL PLANS TO ACCOUNT FOR SLOPES, DEPRESSIONS,
STEPS OR OTHER CONDITIONS:
A. THE CONTRACTOR SHALL REQUEST APPROVAL TO THICKEN
SLAB AT ALL SPECIFIC LOCATIONS IN WRITING FROM SEOR
PRIOR TO FORMING THE SLAB.
B. ALL TOP REBAR SHALL BE RAISED TO ACCOUNT FOR THICKER
SLAB AND LOCATED WITH CLEAR COVER PER DRAWINGS,
EXCESSIVE CLEAR COVER OUTSIDE OF ACI SPECIFICATIONS IS
NOT PERMITTED.
C. SEE TYPICAL DETAILS FOR REINFORCING AT SLAB STEPS AND
DEPRESSIONS.
404. CAMBER:
A. PROVIDE CAMBERS AS SHOWN ON THE FLOOR PLAN, AND
ADDITIONAL CAMBERS PER "TYPICAL TWO-WAY CONCRETE
SLAB CAMBER SCHEDULE"
B. CONTRACTOR SHALL SURVEY TOP ELEVATION OF ALL
CAMBERED SLABS AS FOLLOWS:
· WITHIN 24 HRS AFTER CAMBERED SLABS ARE POURED AND
BEFORE SHORING IS REMOVED BELOW SUBJECT SLAB
· WITHIN 24 HRS AFTER FORMWORK SHORING IS REMOVED
AND RE-SHORING BELOW SUBJECT SLAB IS INSTALLED
· WITHIN 24 HRS AFTER ALL RE-SHORING BELOW SUBJECT
SLAB IS REMOVED
· 7 DAYS AFTER ALL RE-SHORING BELOW SUBJECT SLAB IS
REMOVED
405. ALL HOLDOWN AND TIEDOWN HARDWARE IS TO BE SECURED IN
PLACE PRIOR TO CONCRETE SLAB INSPECTION. HOLDOWNS
SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL
FRAMING.
406. FOR GUARDRAILS, SEE S0.88 & ARCH DETAILS.
407. FOR LANDSCAPE ELEMENTS, SEE S6.01 AND S6.02
INDICATES CMU WALL BELOW
INDICATES CHANGE IN FLOOR ELEVATION
FOR DEPRESSION AT SHOWERS, SEE DETAIL 12/S0.13
INDICATES BEARING CMU WALL PER DETAILS
W#
INDICATES CONC.SHEAR WALL PER SCHEDULE
ON SHEET S3.21
INDICATES 8" NON-LOAD BEARING CMU WALL w/ #4 @ 16" O.C.
VERT. & #4 @ 24" O.C. HORZ., SEE ARCH'L DWGS FOR LOCATION
INDICATES CONCRETE WALL PER SCHEDULE
ON SHEET S3.21
INDICATES CONCRETE COLUMN PER SCHEDULE ON S3.32
INDICATES STEEL COLUMN
INDICATES CONCRETE BEAM PER 4/S3.41
CB-X
INDICATES CONCRETE FOOTING
INDICATES CONC WALL BELOW
INDICATES OPENING IN DIAPHRAGM/SLAB
INDICATES CONCRETE COLUMN BELOW
INDICATES ELEVATOR GUIDERAIL
STEEL PER MANUF. SPEC
USE HSS8x4x5/8 MIN. UP TO 10'-6"
USE HSS12x4x5/8 MIN. UP TO 12'-0"
USE 2-HSS10x4x5/8 MIN. UP TO 14'-6"EGRSC = #"INDICATES UPWARD SLAB CAMBER.
SEE PLAN NOTE # 404
INDICATES SLOPE CHANGE IN SLAB
INDICATES CHANGE IN SLAB THICKNESS
C#
INDICATES CONCRETE BUILT
UP AREA O/ STRUCTURAL SLAB PER TYP. BUILT UP
SLAB DETAIL 2/S0.13
PLAN SYMBOLS - CONCRETE:
INDICATES NON-LOAD BEARING CONC.
AT 8" WALL PROVIDE # 4 @ 10"OC EACH WAY
AT 12" WALL, PROVIDE #4 @ 16"OC EACH WAY, EACH FACE
SAD FOR WALL THICKNESS
TOP CONNECTION SHALL BE PER 2/S0.22
DROP PANEL SCHEDULE
SIZE (W x L x T)MARK NOTES
11'-0" SQ x 8" THKDP8B
10'-6" SQ x 8" THKDP8A
10'-6" SQ x 6" THKDP6A TYP @ LEVEL 2 UNO
TYP @ LEVEL 1 UNO
TYP @ LEVEL P1 UNO
10'-6" SQ x 4" THKDP4A
NOTES:
1. DP INDICATES DROP PANEL, CC INDICATES COLUMN CAPITAL
2. UNLESS NOTED OTHERWISE, DROP PANELS & COLUMN CAPITALS
SHALL BE CENTERED ON COLUMNS & WALL ENDS.
##INDICATES HOLDOWN TYPE PER TYPICAL DETAILS
SHEET S0.85
D = INDICATES METAL DECK PER 10/S0.83D - #
INDICATES AREA OF OVERLAP w/ 8 1/2" SLAB HIGH &
10 1/2" SLAB LOW PER 8/S3.51
10'-6" SQ x 10" THKDP10A
11'-0" SQ x 10" THKDP10B
TYP @ LEVEL 3 UNO
INDICATES PLANTER PER LANDSCAPE
MAX. HT = 4'-0 ". LIGHT WT. SOIL WT = 95 PCF MAX.
4'-6" SQ x 8" THKCC8A
<C = xx">INDICATES CAMBER IN STEEL BEAM (UPWARD)
#'-#"
#INDICATES DIAGONAL STRAP STUD SHEAR WALL PER
S0.86
MINIMUM LENGTH
SB-##INDICATES SPANDREL BEAM PER S3.22
A DIVD
REGISTE REDPROFESSIONAL
ENGINEER
AINROFILACFOETATS
No. S5421
STRUC
L.FUN
K
T U R A L
EXP:6/30/22
REVISIONS
ISSUE DATE
VOLUME 2
319 Main Street
El Segundo, CA 90245
t: 213.239.9700
f: 213.239.9699
LFA Job#21548
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P
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S1.31PC SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20 301
LEVEL 3 ZONE 1 Framing Plan
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1/8" = 1'-0"S1.31
1 LEVEL 3 -ZONE 1 -Framing Plan
1 SCHEMATIC DESIGN 09/30/22
2 50% DD 11/11/22
3 100% DD 12/23/22
4 100% ID DD 12/20/22
5 50% CD 02/17/23
6 PC SUBMITTAL 04/24/23
7 PC RE SUBMITTAL 08/07/23
8 PC SUBMITTAL 3 12/11/23
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
7 8 9 10 11
A.4
B
C
D
E
F
1210.66.8 7.6 8.5 9.3 11.59.5
A
A.3
CB
-
3
0
3
CB-304C
CB-304C
19" THICK ONE WAY CONC. SLAB w/
#8 @ 9" O.C. BOT. SHORT,#5 @ 9" O.C. BOT. LONG,#5 @ 12" O.C. TOP EA. WAY
ELEV.
DESIGN BUILD STEEL STAIRS BELOW WOOD STAIRS PER TYP. DETAILS ABOVE
CONCRETE STAIR PER TYPICAL DETAILS
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ZONE 2 MATCHLINEZONE 3
8
S3.31
TYP.
3
S3.31 TYP.
3
S3.31
TYP.
3
S3.21 TYP.
TYP.
3
S3.21SIM.
6'
-
5
"
14" THK. CONC. SLAB TWO WAY SLAB TYP UNO W/ #5 @ 12" O.C.
EA. WAY T&B TYP.OUTER REBAR: NORTH-SOUTHINNER REBAR: EAST-WESTFOR ADDITIONAL REINFORCING
SEE SHEETS S1.32A & S1.32B
1S3.51
1' - 6"
13
S3.51
CB
-
3
0
2DP8A10' - 6"
EQ EQDP6ADP6ADP6ADP6AC=1/2"
C=3/8"
10' - 6"
EQ EQ
10" THK. DROP PANELDP8APOOLS.A.D.
SPAS.A.D.CC8ACC8ACC8A7
S3.21 TYP.
CB-306B
10' - 6"
EQ EQ
3
S3.31DP10ATYP. U.N.O.15
S3.12
TYP.
PLANTER SEE LANDSCAPE MAX. HT. = 3'-6"
PLANTER SEE LANDSCAPE MAX. HT. = 2'-6"
PLANTER SEE LANDSCAPE
MAX. HT. = 3'-6"
TREE WT = 4000 LBS MAX. TYP. UNO
CONCRETE POOL WALL PER 1/S3.51
CONCRETE TOPPING SLAB PER ARCH, MAX AVG THICKNESS = 5"DP6A5'
-
3
"
5'
-
3
"
6" THICK DROP PANEL
PLAN NOTES - SHEETS AND GENERAL:
101. GENERAL NOTES AND TYPICAL DETAILS SHEETS: SEE S0.01 THRU S0.92 SHEETS. GENERAL NOTES & TYPICAL DETAILS APPLY TO ALL PARTS OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED OR U.N.O. ON THE FLOOR PLANS AND PLAN NOTES
102. VERIFY ALL DIMENSIONS, ELEVATIONS, SLAB EDGES, SLAB DEPRESSIONS, SLAB OPENINGS, CURBS, FOOTING, PENETRATIONS, WALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL & CIVIL DRAWINGS.
103. FOR ALL DIMENSIONS & ROOF SLOPES S.A.D.
104. NON-BEARING WALLS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. FOR NON-BEARING WALL LOCATIONS S.A.D.
PLAN NOTES - CONCRETE:
401. THE PERIMETER WALLS ARE NOT TO BE BACKFILLED UNTIL THE FLOOR SLABS ARE POURED AND CURED.
402. FOR CONCRETE SLAB DETAILS, SEE SHEET S3.11 THROUGH S3.13.
403. AT ANY LOCATIONS THE CONTRACTOR PROPOSES TO POUR STRUCTURAL SLAB THICKER THAN SHOWN ON THESE STRUCTURAL PLANS TO ACCOUNT FOR SLOPES, DEPRESSIONS, STEPS OR OTHER CONDITIONS:A. THE CONTRACTOR SHALL REQUEST APPROVAL TO THICKEN SLAB AT ALL SPECIFIC LOCATIONS IN WRITING FROM SEOR PRIOR TO FORMING THE SLAB.B. ALL TOP REBAR SHALL BE RAISED TO ACCOUNT FOR THICKER SLAB AND LOCATED WITH CLEAR COVER PER DRAWINGS, EXCESSIVE CLEAR COVER OUTSIDE OF ACI SPECIFICATIONS IS NOT PERMITTED.C. SEE TYPICAL DETAILS FOR REINFORCING AT SLAB STEPS AND DEPRESSIONS.
404. CAMBER:A. PROVIDE CAMBERS AS SHOWN ON THE FLOOR PLAN, AND ADDITIONAL CAMBERS PER "TYPICAL TWO-WAY CONCRETE SLAB CAMBER SCHEDULE"B. CONTRACTOR SHALL SURVEY TOP ELEVATION OF ALL CAMBERED SLABS AS FOLLOWS:
· WITHIN 24 HRS AFTER CAMBERED SLABS ARE POURED AND BEFORE SHORING IS REMOVED BELOW SUBJECT SLAB · WITHIN 24 HRS AFTER FORMWORK SHORING IS REMOVED AND RE-SHORING BELOW SUBJECT SLAB IS INSTALLED · WITHIN 24 HRS AFTER ALL RE-SHORING BELOW SUBJECT SLAB IS REMOVED · 7 DAYS AFTER ALL RE-SHORING BELOW SUBJECT SLAB IS REMOVED
405. ALL HOLDOWN AND TIEDOWN HARDWARE IS TO BE SECURED IN PLACE PRIOR TO CONCRETE SLAB INSPECTION. HOLDOWNS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
406. FOR GUARDRAILS, SEE S0.88 & ARCH DETAILS.
407. FOR LANDSCAPE ELEMENTS, SEE S6.01 AND S6.02
INDICATES CMU WALL BELOW
INDICATES CHANGE IN FLOOR ELEVATIONFOR DEPRESSION AT SHOWERS, SEE DETAIL 12/S0.13
INDICATES BEARING CMU WALL PER DETAILS
W#INDICATES CONC.SHEAR WALL PER SCHEDULE ON SHEET S3.21
INDICATES 8" NON-LOAD BEARING CMU WALL w/ #4 @ 16" O.C. VERT. & #4 @ 24" O.C. HORZ., SEE ARCH'L DWGS FOR LOCATION
INDICATES CONCRETE WALL PER SCHEDULE ON SHEET S3.21
INDICATES CONCRETE COLUMN PER SCHEDULE ON S3.32
INDICATES STEEL COLUMN
INDICATES CONCRETE BEAM PER 4/S3.41 CB-X
INDICATES CONCRETE FOOTING
INDICATES CONC WALL BELOW
INDICATES OPENING IN DIAPHRAGM/SLAB
INDICATES CONCRETE COLUMN BELOW
INDICATES ELEVATOR GUIDERAILSTEEL PER MANUF. SPECUSE HSS8x4x5/8 MIN. UP TO 10'-6"USE HSS12x4x5/8 MIN. UP TO 12'-0"USE 2-HSS10x4x5/8 MIN. UP TO 14'-6"EGRSC = #"INDICATES UPWARD SLAB CAMBER. SEE PLAN NOTE # 404
INDICATES SLOPE CHANGE IN SLAB
INDICATES CHANGE IN SLAB THICKNESS
C#
INDICATES CONCRETE BUILT UP AREA O/ STRUCTURAL SLAB PER TYP. BUILT UP SLAB DETAIL 2/S0.13
PLAN SYMBOLS - CONCRETE:
INDICATES NON-LOAD BEARING CONC. AT 8" WALL PROVIDE # 4 @ 10"OC EACH WAYAT 12" WALL, PROVIDE #4 @ 16"OC EACH WAY, EACH FACESAD FOR WALL THICKNESSTOP CONNECTION SHALL BE PER 2/S0.22
DROP PANEL SCHEDULE
SIZE (W x L x T)MARK NOTES
11'-0" SQ x 8" THKDP8B
10'-6" SQ x 8" THKDP8A
10'-6" SQ x 6" THKDP6A TYP @ LEVEL 2 UNOTYP @ LEVEL 1 UNO TYP @ LEVEL P1 UNO
10'-6" SQ x 4" THKDP4A
NOTES:1. DP INDICATES DROP PANEL, CC INDICATES COLUMN CAPITAL 2. UNLESS NOTED OTHERWISE, DROP PANELS & COLUMN CAPITALS SHALL BE CENTERED ON COLUMNS & WALL ENDS.
##INDICATES HOLDOWN TYPE PER TYPICAL DETAILSSHEET S0.85
D = INDICATES METAL DECK PER 10/S0.83D - #
INDICATES AREA OF OVERLAP w/ 8 1/2" SLAB HIGH & 10 1/2" SLAB LOW PER 8/S3.51
10'-6" SQ x 10" THKDP10A
11'-0" SQ x 10" THKDP10B
TYP @ LEVEL 3 UNO
INDICATES PLANTER PER LANDSCAPEMAX. HT = 4'-0 ". LIGHT WT. SOIL WT = 95 PCF MAX.
4'-6" SQ x 8" THKCC8A
<C = xx">INDICATES CAMBER IN STEEL BEAM (UPWARD)
#'-#"
#INDICATES DIAGONAL STRAP STUD SHEAR WALL PER S0.86MINIMUM LENGTH
SB-##INDICATES SPANDREL BEAM PER S3.22
A DIVD
REGISTE R EDPROFESSIONAL
ENG
I
NEER
AINROFILACFOETATS
No. S5421
STRUC
L.FUN
K
T U RA L
EXP:6/30/22
REVISIONS
ISSUE DATE
VOLUME 2
319 Main Street
El Segundo, CA 90245
t: 213.239.9700
f: 213.239.9699
LFA Job#21548
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P
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S1.32PC SUBMITTAL 3: 12/11/2023
PROJECT NUMBER: 20-301
LEVEL 3 -ZONE 2
-Framing Plan
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1/8" = 1'-0" 1/8" = 1'-0"S1.32S1.32
11 LEVEL 3 -ZONE 2 -Framing PlanLEVEL 3 -ZONE 2 -Framing Plan
1 SCHEMATIC DESIGN 09/30/22
2 50% DD 11/11/22
3 100% DD 12/23/22
4 100% ID DD 12/20/22
5 50% CD 02/17/23
6 PC SUBMITTAL 04/24/23
7 PC RE-SUBMITTAL 08/07/23
8 PC SUBMITTAL 3 12/11/23
FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
4
-SCALE: NTS
DETAIL
3" CLR.
TYP.
SLOPE PE
R
A
R
C
H
'
L
1'-6" MIN. RAMP
ON GRADE TO MATCH
ELEVATED RAMP DESIGN
RAMP ON
GRADE PER
PLAN
CONC
ELEVATED
RAMP PER PLAN
8'
-
0
"
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HOOK VERT. BARS,
ALTERNATE DIRECTIONS
REINF. PER PLAN
TYP
ALTERNATE
DOWELS
2 12"
CLR
8" CMU OR CONC WALL
w/ #6 @ 16" O.C. VERT. &
#4 @ 16" O.C. HORIZ.
d
CONCRETE POOL/SPA SLAB PER PLAN
CONC. BEAM AND REINF.
PER PLAN & SCHEDULE
PO
O
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T
H
4'-
6
"
M
A
X
.
CONC TOPPING, S.A.D.
CONC. SLAB & REINF
PER PLAN.
POOL / SPA SECTION
SCALE: N.T.S.-
13
#5 @ 12" O.C.
EACH FACE, TYP.
CONC. SLAB & REINF
PER PLAN.
SLIDE TO DRAIN PER ARCH'L
8" CONC. WALL W/ #4 @16"OC EACH
WAY DOWEL VERTS INTO SLAB AT
GC'S OPTION, 6" CMU WALLS MAY BE
USED IN LIEU OF 8" CONCRETE STEM
WALLS
CONT. KEY PER TYP.
DETAILS WHERE
SHOWN, TYP.
TOPPING SLAB
PER ARCH.TOPPING SLAB PER ARCH.
SCALE: N.T.S.-
POOL AND SPA SECTION 1
CONC. SLAB AND
REINFORCEMENT PER PLAN
CONC. TOPPING
SLAB PER ARCH'L
GUNITE BY
OTHERS 8" MAX.
AT SPA SLAB
WA
T
E
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T
H
4
'
-
6
"
M
A
X
CONCRETE SLAB
@ SPA PER PLAN
CONCRETE SLAB
@ POOL PER PLAN
GUNITE BY OTHERS 8"
MAX. AT POOL SLAB
WA
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4
'
-
6
"
M
A
X
.
CONCRETE SLAB &
REINF. PER PLAN
CONC. BEAM AND REINF.
PER PLAN & SCHEDULE
GUNITE BY OTHERS,
8" MAX AT POOL/SPA WALLS,
TYP.
CONT. KEY PER TYP.
DETAILS WHERE
SHOWN, TYP.
TOPPING SLAB PER TYP. DETAILS
SLOPE TO DRAIN PER ARCH.
8
-SCALE: NTS
DETAIL
10 1/2" STRUCTURAL
SLAB PER PLAN
8 1/2" STRUCTURAL
SLAB PER PLAN
STYROFOAM FILL
OR TEMPORARY SHORED
FORMWORK PER GC
COLUMN BEYOND
COLUMN TO SLAB
CONNECTIONS PER
S3.31
NOTES:
1. BOTH STRUCTURAL SLABS SHALL
HAVE FULL BEARING ON CONCRETE
COLUMNS
NON LOAD BEARING
METAL STUD WALL
CONC. SLAB PER
PLAN
SLOPED CONC.
BEAM PER PLAN
CONC SHEARWALL
PER PLAN
CL
A
S
S
L
A
P
S
P
L
I
C
E
CONCRETE KEY PER
TYP DETAILS
CONC. SLAB PER
PLAN
MIN 3" BEARING
2
-SCALE: NTS
SECTION
TYP. TOP BARS AND ADD
TOP BARS PER PLAN. ADD
TOP BARS CALLED OUT AS
"LOW" IN ADD BAR PLANS
TYPICAL TOP BARS
AND ADD TOP BARS
PER PLAN
7
-SCALE: NTS
SECTION AT STEPPED FOOTING
SECTION A
CONCRETE SHEAR WALL
PER PLAN
CONCRETE SLAB ON GRADE
AND REINF. PER PLAN
T.O.S. LVL P1
S.A.D
VA
R
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30
"
M
I
N
.
CONCRETE STEPPED
FOOTING PER PLAN
CL
A
S
S
'
B
'
L
A
P
O
R
HO
O
K
E
D
B
A
R
S
24" WIDE CONCRETE
STEM FOOTING WITH # 7
@ 9" OC VERTICAL EACH
FACE & # 6@ 12"OC
HORIZ EACH FACE
T.O.S. LVL P1
S.A.D
T.O.S. LVL P2
S.A.D
CONCRETE STEPPED
FOOTING PER PLAN
CONCRETE SHEAR WALL
PER PLAN
CONCRETE TWO WAY
SLAB PER PLANCONCRETE STEM
FOOTING PER SECTION A
CONCRETE BASEMENT
WALL PER PLAN
CONCRETE FOOTING
PER PLAN
NOTE: REBAR NOT
SHOWN FOR CLARITY
A
CLASS "B" LAP SPLICE
DOWELS INTO WALL,
TO MATCH SLAB REBAR
CONCRETE BEAM AND REINF.
PER PLAN & SCHEDULE
8" CONCRETE WALL WITH
#6@12"O.C VERT & #4@10" HORIZ,
MAX. CANTILEVER HT = 8'-0", SADBUILT UP SLAB
PER TYPICAL DETAILSCONC. BEAM AND REINF.
PER PLAN & SCHEDULE
#5@12" O.C.
EACH FACE, TYP.
GUNITE BY OTHERS,
8" MAX AT POOL/SPA WALLS,
TYP.
GUNITE BY OTHERS 8"
MAX. AT POOL SLAB, TYP.
CONC. BEAM AND REINF.
PER PLAN & SCHEDULE
48
"
M
A
X
,
S
A
D
7" WIDE X 10" LONG BASE
PLATE WITH 2-3/4" AB
3x BOTT. PLATE WITH A35 AT
EACH END INTO SIDE NAILER
HSS4X4X14 AT 4FT. O.C. WITH
3x SIDE NAILER AT EACH
SIDE WITH 58" WELDED
NELSON STUDS AT 24" O.C.
2X6 AT 16" O.C STUD WALL
3x TOP. PLATE WITH A35 AT
EACH END INTO SIDE NAILER
12
-SCALE: NTS
DETAIL
CONC. SLAB PER PLANSLAB EDGE WHERE OCCURS
CONC. CURB PER TYP. DETAILS
FINISH PER ARCH
4"
MIN.
1/4"
12
"
M
I
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.
EM
B
E
D
SLIDE TO DRAIN
PER ARCH'L
SLIDE TO DRAIN
PER ARCH'L
SLIDE TO DRAIN
PER ARCH'L
7'-
0
"
C
L
R
.
S
.
A
.
D
.
8" CONC. WALL W/ #4 @16"OC EACH WAY
DOWEL VERTS INTO SLAB AT GC'S OPTION,
6" CMU WALLS MAY BE USED IN LIEU OF 8"
CONCRETE STEM WALLS
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319 Main Street,
El Segundo, CA 90245
t: 213-239-9700
f: 213-239-9699
LFA #: 21548
REVISIONS
PROJECT NUMBER: 21548
PC SUBMITTAL 3: 12/11/2023
SIGN DATE 12/11/2023
SCHEMATIC DESIGN 09/30/221
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
2
3
4
5
6
PC RESUBMITTAL 08/07/237
A
DIV
D
REGISTER E D P R O FESSIONAL
E
N
G
I
N
EER
AINROFILACFOETAT
S
No. S5421
STRUC
L.FU
N
K
T U R A L
PC SUBMITTAL 3 12/11/238
CONCRETE
SECTIONS &
DETAILS
S3.51FOR REFERENCE ONLY
04/23/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
9/30/24
04/23/2025
25-660
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________G. MURAKAMI 05/08/2025
All exposed conduit and mechanical
equipment shall be painted to match roof
and walls.
3FT6IN3FT
6IN
SL
O
P
E
1 1
0
3'-6"
3'-9"
3'-6"
3'-9"
SL
O
P
E
1 1
0
3FT9IN3FT9IN
3FT
6IN 3FT6IN
3FT9IN 3FT9IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT6IN
3FT9IN
3FT9IN
3FT9IN
3FT9IN
9
SPS-100
STEP SECTION
4
SPS-100
TYPICAL
LIGHT NICHE
6
SPS-100
AUTOFILL
DETAIL
7
SPS-100
SKIMMER
DETAIL
4
SPS-101
ACCESSIBLE
LIFT
5
SPS-100
POOL
SECTION
2
SPS-100
SHALLOW
WALL
3
SPS-100
BOND BEAM
DETAIL
POOL LAYOUT
18" TO 14" PER FT.
SLOPE
6"
MI
N
.
1'
-
6
"
M
I
N
.
3'
-
0
"
M
A
X
.
RA
D
I
U
S
6"
M
I
N
.
-
1
'
-
0
"
M
A
X
.
WATER LEVEL
#4 @ 12" O.C. EACH WAY
BOND BEAM PER
DETAIL 3/SPS-100
* 4'-0" MAX. DEPTH
TOP OF WALL TO
TOP OF FLOOR
PRECAST COPING
EQ
.
EQ
.
POOL WALL SECTION
Spa Wall Design (4'-0" Depth)
Water Loading
Water Loading =62.4 pcf
Concrete Wall
f'c =3,000 psi
fy =40,000 psi
f =0.9
b =12 in 12 inch segment of wall
t =10.25 in Thickness of wall
ds = 7.25 in Depth of steel
Depth =4 ft Wall Depth
Coordinates of Critical Points for wall
R =0.25 in Radius of wall-to-slab transition
x =0.01 ft
y =0.02 ft
f =33 degree
Lateral Load
wwater =31.2 lb/ft (0.5 * LL)
Overturning Moments
Mwater =665.60 ft-lb (EFP*D'^3)/6
Mu =1,064.96 ft-lb 1.6*Mwater
Area of Steel Required (per ft of wall)
As =0.0494 in2
As used =0.20 in2 #4 @ 12" o.c. > 0.0494 in2
3FT6IN
3FT6IN
3FT
6IN
3FT
6IN
3
SPS-101
2
SPS-101
3
SPS-100
SPA SECTION
BOND BEAM
DETAIL
TYPICAL
LIGHT NICHE
7
SPS-100
SKIMMER
DETAIL 6
SPS-100
AUTOFILL
DETAIL
4
SPS-101
ACCESSIBLE
LIFT
9
SPS-100
STEP SECTION
SPA LAYOUT
WL
SLOPE
18" TO 14" PER FT.
6"
3"
CLR.
#4 @ 12" O.C.
EACH WAY
6"
MI
N
.
RECESSED LIGHT
FIXTURE
REINFORCING NOT REQUIRED
IN BUILT-UP SEAT OR STEPS
SEE SP PLANS FOR
SEAT DIMENSIONS
PRECAST COPING
BOND BEAM PER
DETAIL 3/SPS-100
* 4'-0" MAX DEPTH
SPA LIGHT NICHE DETAIL
Development Length per ACI 318
ld1=db*fy*jtje/l*25*sqrt(f'c)ld1=14.61 in Governs
ld2=[(3/40)*(fy/sqrt(f'c))*(jtjejsjgl/((cb+ktr)/db))]db ld2=8.76 in
f'c= 3,000 psi
fy= 40,000 psi
l=1.0 Normal weight Conc.
jt=1.0 Bottom bar (Less than 12" below bar)
je=1.0 Noncoated bars
1.3 for coated bars
1.5 when cover<3db or spacing<6db
js=0.8 #6 bars or smaller
1.0 for #7 bars or larger
jg=1.0 GR 40 or 60
1.15 for GR 80
1.3 for GR 100
db=0.5 for #4 bar
cb=3 when spacing = 6", cb=1/2S
when cover = 3", cb=cover+1/2db=3.25
ktr=0 No transvers bars crossing the plane of splitting
Class B Splice =1.3*ld = 18.99 in for #4 bars
Motion Trek 350 Accesible Lift Anchor
Design Criteria
Loads Materials
Dead Load 109 lbs Steel Members 304 S.S.
Dead Load Factor 1.2 Anchor Bolts ASTM A325
Live Load 525 lbs Concrete f'c 3,000
Live Load Factor 1.6 Reinforcing Fy ASTM A615 Grade 60
Seismic Loads Welds F7X-EXXX or E70XX
Site Class D Epoxy Simpson Set-XP
SDS 1.7 Max Hilti RE-500 SD
Importance 1
Seismic Use Group 1
Seismic Design Force (ASCE 7-16 13.3.1)
SDS 1.7
ap 1
Ip 1
Wp(Dead)109 lbs.
Wp(Live)525 lbs.
Rp 2.5
z 42.5 in.
h 42.5 in.
Ilive 42 in.
Idead 20.99 in.
Fp 517.3 lbs. Controlling
NOT GREATER THAN
1,724.48 lbs.
NOT GREATER THAN
323.34 lbs.
Fp Had Rail Live Load 200 lbs. ASCE 7-16 4.5.1
Overturning Moment
MOT(LL+DL) = 1.2 * Wp(Dead) * ldead + 1.6 * Wp(Live) * lLive
MOT(LL+DL) = 38,025 in-lbs 3,169 ft-lbs
MOT(Seismic) = 1.0 * z * Fp + 1.2 * Wp(Dead) * lDead + 1.0 * Wp(Live) * lLive
MOT(Seismic) =46,783 in-lbs 3,899 ft-lbs Controlling
Resulting Forces
MOT 46,783 in-lbs d 2.38 in
Wu 970.8 lbs dF2 0.00 in
lplate 0 in FFR2 0.00 lbs
hef 6 in FFR1 9,118.05 lbs
mshaft 0.78 hF1B 2.51 in
mconc 0.00 dF1B 0.84 in
F1A 11,689.81 lbs hF1A 3.49 in
F1B 11,689.81 lbs dF1A 4.84 in
F2 0.00 lbs SMx 0.00 in-lbs
D 0.00 in Ffr -9118.00 lbs Vertical Friction Force
Rua 11,690.00 lbs Factored Horizontal
Vua 517.00 lbs Factored Shear
Anchorage Variables
d 2.83 in Diameter of Insert
f'c 3000 psi Concrete compressive strength
hef 6 in Embed Depth
ca1 18 in Edge Distance to closest face
s1 in Spacing of anchors
ca2 18 in Edge distance to face 2
s2 in Spacing of anchors 2
Design Loads
Nua 0 lbs No Uplift Present
Rua 11689.81 lbs Factored Horizontal
Vua 517.344 lbs Factored Shear
n 1 Number of Anchors
Tensile Failure Modes
Concrete Breakout Capacity in Tension
kc 17
Nb 13,684.74
Nb Not to Exceed 17,361.98
Nb Used 13,684.74
Ca,min 18 Minimum of ca1 and ca2
cac 15
1.2
0.6
1
1
1.25
0
1
1
0.65
324
324
324
1.00
11,118.85 OK
Tension Failure of Anchor
Steel Strength of Anchor
4.43 sqin
36 ksi
68.4 ksi <125ksi
196.9578 kips
Shear Capacity
Cast in Place Pryout
2
17,105.92
0.7
23,948.29 lbs OK
Concrete Breakout Strength in Shear
65.5
1
1
37,645
1,458
1,458 (Unless limited by edge or corner)
2,465,774 lbs
1,726,042 lbs OK
Strength of Steel Anchor in Shear
196.9578 kips
Tension Shear Interaction
0
0.0003
Concrete Bearing Capacity
7,125.00 psi
26,825.63 lbs
0.65
17,436.66 lbs OK
MAX EQUIPMENT
WEIGHT = 2,000 LBS
1'-2"1'-8"
MIN.
EDGE DIST.
MIN. ANCHOR
SPACING
3"
54
"
48"
MI
N
.
A
N
C
H
O
R
EM
B
E
D
M
E
N
T
MA
X
I
M
U
M
E
Q
U
I
P
M
E
N
T
H
E
I
G
H
T
MAXIMUM EQUIPMENT WIDTH
(4) 38" DIA. SIMPSON
'STRONG-BOLT 2' WEDGE
ANCHORS TO BE INSTALLED
INTO STRUCTURALLY
SOUND CONCRETE
Pool Equipment Anchorage Base Anchorage Only
Design Criteria
Equipment Properties
Max Height h= 54 in
Max Width w=48 in
Max Weight Wp= 2,000 lbs
Seismic Design Force (ASCE 7-16 13.3.1)
ap 1.0 Component amplification factor
SDS 1.572 Short period spectral acceleration
Ip 1.0 Component importance factor
Wp 2,000 lbs. Component operating weight
Rp 1.5 Component response modification factor
z 0 in.Height in structure of point of attachment
h 54 in.Average roof height of structure
Fp 838.40 lbs.
NOT LESS THAN
943 lbs.Controlling
NOT GREATER THAN
5,030 lbs.
Fp Seismic Design Force 943 lbs.
Anchor Bolt Design ICC-ESR-3037 and ACI 318-19
Bolt (b) = 5/8 in. bolt size fsa = 0.75 (ICC-ESR=3037 Table 3A)
SP = 20 in. min. spacing fcb = 0.65 (ICC-ESR=3037 Table 3A)
cmin = 6.5 in. min. edge dist.fp = 0.65 (ICC-ESR=3037 Table 3A)
Ase = 0.166 in.2 bolt stress area feq = 0.65 (ICC-ESR=3037 Table 3A)
Category = 1 anchor category fc = 2,500 psi compressive conc strength
fya = 85,000 psi yield strength hmin = 5.5 in. min conc thickness
futa = 115,000 psi tensile strength cac = 6.5 in. critical edge dist
Nua = WO*(Fp h/2)/(2 SP) =1,910.0 lb tensile force in bolt hnom = 3.375 in. nominal embed
Vua =WO*Fp/4 =707.4 lb shear force in bolt hef = 2.75 in. effective embed
WO = 3.0
Tension Design
Steel Capacity
Nsa = 17,930 lbs (ICC-ESR-3037 Table 2B)
FNsa = F1FeNsa = 8,740.88 lbs
Concrete Breakout Capacity
ANc0 = 68.0625 in2 (ACI318 Eq. 17.4.2.1c)
ANc = 68.0625 in2
kcr = 17.00
e'N = 0
YecN = 1 (ACI318 Eq. 17.4.2.4)
YedN = 1 (ACI318 Eq. 17.4.2.5)
YcN = 1 (ACI318 Eq. 17.4.2.6)
YcpN = 1 (ACI318 Eq. 17.4.2.7)
Nb = 3,876.31 lbs (ACI318 Eq. 17.4.2.2)
Ncb = 3,876.31 lbs (ACI318 Eq. 17.4.2.1)
FNcb = FpFeqNcb = 1,637.74 lbs
Pullout Strength
YcP = 1 (ACI318 Eq. 17.4.3.6)
Np = 6,545 lbs (ESR-3037 Table 2B)
YcpNp = 6,545 lbs
FNpn = FpFeqNpn =2,765.26 lbs Controlling Case
Ultimate Tensile Capacity
FNn = 2,765.26 lbs
Shear Design
Steel Capacity
Vsa = 6,745 lbs (ESR-3037 Table 3B)
FVsa = FcbFeqVsa = 2,849.76 lbs
Concrete Breakout Capacity
AVc0 = 190.125 in2 (ACI318 Eq. 17.5.2.1c)
AVc = 190.125 in2
e'V = 0
YecV = 1 (ACI318 Eq. 17.5.2.5)
YedV = 0.9 (ACI318 Eq. 17.5.2.6)
YcV = 1 (ACI318 Eq. 17.5.2.7)
YhV = 1.68 (ACI318 Eq. 17.5.2.8)
Vb = 4723.32 lbs (ACI318 Eq. 17.5.2.2)
Vcb = 7141.66 lbs (ACI318 Eq. 17.5.2.1)
FVcb = FpFeqVcb =3,017.35 lbs Controlling Case
Pryout Capacity
Kcp = 2 (ESR-3037 Table 3B)
Vcp = kcpNcb = 7,752.61 lbs (ACI318 Eq. 17.5.3.1)
FVcp = FpFeqVcp = 3,275.48 lbs
Ultimate Tensile Capacity
FVn = 3,017.35 lbs
Check Interaction
Nua/FNn = 0.6907048 < 1.0 OK
Vua/FVn = 0.2344442 < 1.0 OK
Nua/FNn + Vua/FVn = 0.9251489 < 1.2 OK
Pool Equipment Anchorage Wall Anchorage
53 Gallon Chlorine Storage Tank
Design Criteria
Equipment Properties
Max Height h= 37 in
Max Width w=23 in
Max Weight Wp= 1,350 lbs Tank and full liquid weight
Seismic Design Force (ASCE 7-16 13.3.1)
ap 1.0 Component amplification factor
SDS 1.572 Short period spectral acceleration
Ip 1.0 Component importance factor
Wp 1,350 lbs. Component operating weight
Rp 1.5 Component response modification factor
z 24.6667 in.Height in structure of point of attachment
h 37 in.Average roof height of structure
Fp 1320.48 lbs. Controlling
NOT LESS THAN
637 lbs.
NOT GREATER THAN
3,396 lbs.
Fp Seismic Design Force1320.48 lbs.
MOT = 2,035.74 lb-ft
MR = 5,624.51 lb-ft *Max Strap Restraint Force = 1,825 lb
Tension capacity of 1/2" bolt in Simpson Set Epoxy
MR > MOT OK
Anchor Bolt Design UES ER265 (See Report Attached)
Bolt (b) =1/2 in.eye bolt size
Bolt height 24.6667 in.height from slab
SP =8 in.min. spacing
cmin = 12 in. min. edge dist.
Ase = 0.0514 in.2 bolt stress area fc = 2,000 psi compressive cmu strength
Category = 1 anchor category hmin = 8 in. min cmu thickness
fya = 80,000 psi yield strength dembed = 4.5 in. nominal embed
futa =100,000 psi tensile strength
Nua = WO(Fp h/2)/(Bolt height) = 1,432.5 lb tension force in bolt
WO = 3.0
Tension and Shear
Tension 1,825 lbs (UES ER265 Table 3) * Utilized in Resisting Moment calculation
Shear 1,350 lbs (UES ER265 Table 3)
1
2 ℎ
.9 1
2 ! 2
3 ℎ !
Pool Equipment Anchorage Wall Anchorage
35 Gallon Chlorine Storage Tank
Design Criteria
Equipment Properties
Max Height h= 35 in
Max Width w=24 in
Max Weight Wp= 1,080 lbs Tank and full liquid weight
Seismic Design Force (ASCE 7-16 13.3.1)
ap 1.0 Component amplification factor
SDS 1.572 Short period spectral acceleration
Ip 1.0 Component importance factor
Wp 1,080 lbs. Component operating weight
Rp 1.5 Component response modification factor
z 23.3333 in.Height in structure of point of attachment
h 35 in.Average roof height of structure
Fp 1056.38 lbs. Controlling
NOT LESS THAN
509 lbs.
NOT GREATER THAN
2,716 lbs.
Fp Seismic Design Force1056.38 lbs.
MOT = 1,540.56 lb-ft
MR = 4,966.11 lb-ft *Max Strap Restraint Force = 1,825 lb
Tension capacity of 1/2" bolt in Simpson Set Epoxy
MR > MOT OK
Anchor Bolt Design UES ER265 (See Report Attached)
Bolt (b) =1/2 in.eye bolt size
Bolt height 23.3333 in.height from slab
SP =8 in.min. spacing
cmin = 12 in. min. edge dist.
Ase = 0.0514 in.2 bolt stress area fc = 2,000 psi compressive cmu strength
Category = 1 anchor category hmin = 8 in. min cmu thickness
fya = 80,000 psi yield strength dembed = 4.5 in. nominal embed
futa =100,000 psi tensile strength
Nua = WO(Fp h/2)/(Bolt height) = 1,146.0 lb tension force in bolt
WO = 3.0
Tension and Shear
Tension 1,825 lbs (UES ER265 Table 3) * Utilized in Resisting Moment calculation
Shear 1,350 lbs (UES ER265 Table 3)
1
2 ℎ
.9 1
2 ! 2
3 ℎ !
WWW.PUBLICHEALTH.LACOUNTY.GOV/EH
ENVIRONMENTAL PROTECTION BRANCH
ENVIRONMENTAL HEALTH
DEPARTMENT OF PUBLIC HEALTHwCOUNTY OF LOS ANGELES
RECREATIONAL WATERS
5050 COMMERCE DR, BALDWIN PARK, CA 91706
PHONE: (626) 430-5360
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
REVISED PLAN REVIEW STATUS: APPROVED
POOL SPECIFICATIONS
POOL TYPE: SWIMMING POOL
DIMENSIONS: 19' 11" X 55' 11"AREA: 1,114 SQ FT
VOLUME: 30,157 GALDEPTHS S-B-D: 3' 6" - 3' 9"
FILTRATION RATE: MIN 84 GPM (TURNOVER); MAX 119 GPM (RETFILTER: PENTAIR TR-140C (SAND); 141 GPM CAPACITY
PUMP: PENTAIR WFK-8; 2 HP, 106 GPM CAPACITY BOOSTER PUMP: N/A
CHLORINATOR: STENNER 85M2; 17 LBS/DAY CAPACITY CHEMICAL CONTROLLER: IPS M920CA (DUAL ACID/CHLORINE)
FLOWMETER: BLUE WHITE F-300CHEMICAL FEEDER (PH): STENNER 45MHP10; 10 LBS/DAY CAPAC
SEPARATION TANK: N/A SVRS: N/A
SKIMMER: (3X) WATERWAY 540-6300; 75 GPM (EACH)DECK / FINISH MATERIAL: CONCRETE PAVERS ON PEDESTAL
DRAIN COVERS: SDX-162-2212-XX; 200 GPM FLOOR
FACILITY SPECIFICATIONS
MEN'S TOILET: 1 MEN'S URINAL: 1 WOMEN'S LAVATORY: 1
MEN'S SHOWER: 1 WOMEN'S TOILET: 1 DRINKING FOUNTAIN: 2
MEN'S LAVATORY: 1 WOMEN'S SHOWER: 1
SOLAR SPECIFICATIONS
PUMP AT 60 FT HEAD: N/A MAX FLOW THROUGH FILTER SUCTION PIPING: N/A
SOLAR PANEL: N/A MAX FLOW THROUGH FILTER RETURN PIPING: N/A
MINIMUM FILTRATION RATE: N/A
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 1 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
REVISED PLAN REVIEW STATUS: APPROVED
THE APPROVAL IS CONTINGENT UPON CORRECTING THE FOLLOWING:
CORRECTION CATEGORY: SHELL/FINISH IDENTIFIED: 02/05/2024
CORRECTIVE ACTION:
A POOL SHALL BE WHITE IN COLOR WITH NO LETTERS, MARKINGS OR DESIGNS EXCEPT FOR SAFETY
MARKINGS.
- WHITE PLASTER (SMOOTH)
California Code of Regulations: The finished pool shell shall be lined with a smooth waterproof interior finish that will withstand repeated brushing,
scrubbing, and cleaning procedures. The finish color shall be white. Tiles installed at the waterline shall be of contrasting color. A spa pool may be finished in
a light color other than white when approved by the enforcing agent. Pool shell shall be maintained in good repair. CCR 3108B
CORRECTION CATEGORY: DECK/ COPING IDENTIFIED: 02/05/2024
CORRECTIVE ACTION:
ENSURE COPING HAS 1/4" RADIUS (OR GREATER) AT TOP AND BOTTOM OF HANDHOLD.
MAINTAIN SIGNED/APPROVED SAMPLES OF COPING ON SITE.
California Code of Regulations: A minimum continuous and unobstructed 4-footwide (1219 mm) slip resistant, cleanable, nonabrasive deck area of
concrete or like material shall be provided flush with the top of the pool coping extending completely around the pool, and the deck area shall further extend 4
feet (1219 mm) on both sides and rear of any diving board, fixed disabled access assistance device or slide and their appurtenances. The deck width shall be
measured from the poolside edge of the coping lip. CCR 3111B, CCR 3112B, CCR 3113B, CCR 3114B, CCR3115B
CORRECTIONS COMPLETED
DATE CORRECTEDCORRECTION CATEGORY DATE IDENTIFIED
02/05/2024DECK/ COPING 10/25/2023
02/05/2024POOL ENCLOSURE 10/25/2023
02/05/2024EQUIPMENT10/25/2023
02/05/2024EQUIPMENT ROOM 10/25/2023
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 2 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
COMMENTS
34 E SANTA CLARA ST / SR0352626 / NEW POOL
PLAN CHECK PLAN REVIEW (REVISED) IS APPROVED - NEW POOL.
FIELD INSPECTION WILL VERIFY ELECTRICAL INTERCONNECTION BETWEEN ALL PUMPS INCLUDING CHEMICAL
PUMPS.
OBTAIN NECESSARY APPROVAL FOR APPROVED BACKFLOW PREVENTION DEVICE FOR AUTOMATIC FILL LINE
FROM CROSS CONNECTION PROGRAM; PHONE# (626) 430-5290.
OBTAIN NECESSARY APPROVAL FROM THE DEPARTMENT OF BUILDING AND SAFETY TO GUNITE THE POOL.
CONTACT DANIEL METCALF AT DMETCALF@PH.LACOUNTY.GOV OR (213) 351-7357 AT LEAST 5 WORKING DAYS
PRIOR TO A REQUESTED INSPECTION (PRE-GUNITE, PREPLASTER & FINAL).
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 3 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
ADDITIONAL REQUIREMENTS
SAFETY SIGNS AND EQUIPMENT
Provide all safety equipment and signs required for your pool. Refer to the State Pool Code or consult with your inspector.
Some of the signs below may not apply to your pool.
No lifeguard sign.
CPR/ artificial respiration sign.
Pool/spa occupancy sign.
Emergency sign with pool pool address and nearest emergency services location.
Keep closed sign(s) on exterior of gates and doors.
Diarrhea warning sign.
No diving sign (when required).
Warning sign for spas.
Emergency shut-off sign for spa energency shut-off switch.
Life ring attached to a rope with a length of at least the width of the pool.
Body hook on at least a 12 ft. pole.
ENCLOSURE/FENCING/GATE(S)
The pool shall be enclosed by one or a combination of the following: a fence; portion of a building; wall; or other approved
durable enclosure. Doors, openable windows, gates of living units or associated private premises shall not be permitted
as part of the pool enclosure. The enclosure, doors and gates shall meet all of the following specifications:
1. The enclosure shall have a minimum effective perpendicular height of 5 feet as measured from the outside.
2. Openings, holes or gaps in the enclosure, doors and/or gates shall not allow the passage of a 4-inch diameter
sphere. The enclosure shall be constructed over a hard and permanent material equivalent to concrete.
3. The enclosure shall be designed and constructed so that it cannot be readily climbed by small children.
Horizontal and diagonal member designs which might serve as a ladder for small children are prohibited.
Horizontal members shall be spaced at least 48 inches apart. No planters or other structures that can be climbed
shall be permitted within 5 feet of the outside of the pool enclosure or within a 5 foot arc. The area 5 feet outside
of the pool enclosure shall be a common area open to the public.
4. Chain link may be used provided that the openings are not greater than 1¾ inches measured horizontally.
Gates and doors opening into the pool enclosure also shall meet the following specifications:
1. Gates and doors shall be equipped with self closing and self latching devices. The self latching device shall keep
the gate or door securely closed. Gates and doors shall open outwardly away from the pool except where
otherwise prohibited by law. Hand activated door or gate opening hardware shall be located at a height no lower
than 42 inches but no higher than 44 inches above the deck or walkway;
2. Gates and doors shall be capable of being locked during times when the pool is closed. Exit doors which comply
with Chapter 10, Title 24, California Code of Regulations shall be considered as meeting these requirements.
3. The pool enclosure shall have at least one means of egress without a key for emergency purposes. Unless all
gates or doors are so equipped, those gates and/or doors which will allow egress without a key shall have a sign in
letters at least 4 inches high stating EMERGENCY EXIT.
4. The enclosure shall be constructed so that all persons will be required to pass through common pool enclosure
gates or doors in order to gain access to the pool area. All gates and doors exiting the pool area shall open into a
public area or a walkway accessible by all patrons of the pool.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 4 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
APPROVED FENCING CONFIGURATION
SUMPS FOR ALL SUCTION DRAINS
The sumps of all suction drain outlets on all types of pools must conform to one of the
following; (use of pre-manufactured sumps are encouraged on new construction)
An approved manufactured sump and drain cover as illustrated
Or a field-built sump with dimensions of one of the diagrams below.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 5 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
APPROVED HANDRAIL CONFIGURATION
DISCLOSURES
·All existing appurtenances (handrails, grab rails, coping, decks, etc.) must be in good repair.
·Three field inspections are covered under each plan check fee. A charge will be assessed for each subsequent
field construction review.
·No pool shall be placed in operation without prior written approval from this Department.
·Any alteration to pool construction plans or substitution of equipment shall be approved by this Department.
·The plan approval is valid for a period of two (2) years from the date they are stamped. Any changes may require a
new fee.
·All equipment shall be installed per manufacturer’s instructions.
·One set of stamped plans shall be kept at the job site.
·After obtaining approval from this Department and prior to commencing work, plans must be submitted to your local
building department or other appropriate agency when required.
·NOTE TO POOL CONTRACTOR: It is your responsibility to relay any corrections on this plan approval relating to
fencing, decking, bathroom facilities or other auxiliary construction to the appropriate individual such as the
subcontractor, architect, landscaper or owner/builder.
·Any future renovation, alteration, construction, repair or change of equipment will require plans to be submitted to
the DPH-EH Recreational Waters Program.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 6 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352626
PROGRAM ELEMENT 3733 - POOL - NEW <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
·THREE FIELD INSPECTIONS ARE REQUIRED BY THIS DEPARTMENT FOR COMPLETION OF THIS POOL
PLAN. The pool owner, contractor or architect shall notify this Department for an inspection:
1.During Exposure plumbing and prior to guniting or applying pneumatically placed concrete.
2.Prior to plastering or applying the final surface to the pool shell.
3.At the completion of construction and when the pool is operational.
·This plan approval does not authorize the violation of any law, ordinance, or regulation and final approval is subject
to field inspection and evaluation.
·Three field inspections are covered under each plan check fee. A charge will be assessed for each subsequent
field construction review.
·No pool shall be placed in operation without prior written approval from this Department.
·Any alteration to pool construction plans or substitution of equipment shall be approved by this Department.
·The plan approval is valid for a period of two (2) years from the date they are stamped. Any changes may require a
new fee.
·All equipment shall be installed per manufacturer’s instructions.
·One set of stamped plans shall be kept at the job site.
·After obtaining approval from this Department and prior to commencing work, plans must be submitted to your local
building department or other appropriate agency.
·NOTE TO POOL CONTRACTOR: It is your responsibility to relay any corrections on this plan approval relating to
fencing, decking, bathroom facilities or other auxiliary construction to the appropriate individual such as the
subcontractor, architect, landscaper or owner/builder.
·Before the pool is placed into operation a separate annual Public Health License fee will be issued by Los Angeles
County Department of Public Health, Environmental Health Division (DPH-EH) Recreational Waters Program or the
District Surveillance and Enforcement Program. If this is a pool located at an apartment house, the license fee will
be part of the property tax bill.
·Any future renovation, alteration, construction, repair or change of equipment will require plans to be submitted to
the DPH-EH Recreational Waters Program.
It is improper and illegal for any County officer, employee or inspector to solicit bribes, gifts or gratuities in connection with
performing their official duties. Improper solicitations include requests for anything of value such as cash, discounts, free
services, paid travel or entertainment, or tangible items such as food or beverages. Any attempt by a County employee to solicit
bribes, gifts or gratuities for any reason should be reported immediately to either the County manager responsible for
supervising the employee or the Fraud Hotline at (800) 544-6861 or www.lacountyfraud.org. YOU MAY REMAIN ANONYMOUS.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 7 of 7EHS Signature
WWW.PUBLICHEALTH.LACOUNTY.GOV/EH
ENVIRONMENTAL PROTECTION BRANCH
ENVIRONMENTAL HEALTH
DEPARTMENT OF PUBLIC HEALTHwCOUNTY OF LOS ANGELES
RECREATIONAL WATERS
5050 COMMERCE DR, BALDWIN PARK, CA 91706
PHONE: (626) 430-5360
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
REVISED PLAN REVIEW STATUS: APPROVED
POOL SPECIFICATIONS
POOL TYPE: SPA
DIMENSIONS: 10' 4.75" X 19' 11"AREA: 180 SQ FT
VOLUME: 3395 GALDEPTHS S-B-D: 3' 6"
FILTRATION RATE: MIN 113.2 GPM (TURNOVER); MAX 150 (2X SKFILTER: (2X) PENTAIR TR-100C; 98 GPM (EACH)
PUMP: (2X) PENTAIR WFK-4; 1 HP, 74 GPM (EACH)BOOSTER PUMP: (2X) PENTAIR WFK-6; 1.5 HP, 95 GPM (EACH)
CHLORINATOR: STENNER 45MHP10; 10 LBS/DAY CHEMICAL CONTROLLER: IPS M920CA (DUAL ACID/CHLORINE)
FLOWMETER: BLUE WHITE F-300CHEMICAL FEEDER (PH): STENNER 45MHP10; 10 LBS/DAY
SEPARATION TANK: N/A SVRS: N/A
SKIMMER: (2X) WATERWAY 540-6300; 75 GPM (EACH)DECK / FINISH MATERIAL: BRUSHED CONCRETE
DRAIN COVERS: SDX-162-2212-XX; 200 GPM FLOOR
FACILITY SPECIFICATIONS
MEN'S TOILET: 1 MEN'S URINAL: 1 WOMEN'S LAVATORY: 1
MEN'S SHOWER: 1 WOMEN'S TOILET: 1 DRINKING FOUNTAIN: 2
MEN'S LAVATORY: 1 WOMEN'S SHOWER: 1
SOLAR SPECIFICATIONS
PUMP AT 60 FT HEAD: N/A MAX FLOW THROUGH FILTER SUCTION PIPING: N/A
SOLAR PANEL: N/A MAX FLOW THROUGH FILTER RETURN PIPING: N/A
MINIMUM FILTRATION RATE: N/A
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 1 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
REVISED PLAN REVIEW STATUS: APPROVED
THE APPROVAL IS CONTINGENT UPON CORRECTING THE FOLLOWING:
CORRECTION CATEGORY: SHELL/FINISH IDENTIFIED: 02/05/2024
CORRECTIVE ACTION:
A POOL SHALL BE WHITE IN COLOR WITH NO LETTERS, MARKINGS OR DESIGNS EXCEPT FOR SAFETY
MARKINGS.
- WHITE PLASTER (SMOOTH)
California Code of Regulations: The finished pool shell shall be lined with a smooth waterproof interior finish that will withstand repeated brushing,
scrubbing, and cleaning procedures. The finish color shall be white. Tiles installed at the waterline shall be of contrasting color. A spa pool may be finished in
a light color other than white when approved by the enforcing agent. Pool shell shall be maintained in good repair. CCR 3108B
CORRECTION CATEGORY: DECK/ COPING IDENTIFIED: 02/05/2024
CORRECTIVE ACTION:
ENSURE COPING HAS 1/4" RADIUS (OR GREATER) AT TOP AND BOTTOM OF HANDHOLD.
MAINTAIN SIGNED/APPROVED SAMPLES OF COPING ON SITE.
California Code of Regulations: A minimum continuous and unobstructed 4-footwide (1219 mm) slip resistant, cleanable, nonabrasive deck area of
concrete or like material shall be provided flush with the top of the pool coping extending completely around the pool, and the deck area shall further extend 4
feet (1219 mm) on both sides and rear of any diving board, fixed disabled access assistance device or slide and their appurtenances. The deck width shall be
measured from the poolside edge of the coping lip. CCR 3111B, CCR 3112B, CCR 3113B, CCR 3114B, CCR3115B
CORRECTIONS COMPLETED
DATE CORRECTEDCORRECTION CATEGORY DATE IDENTIFIED
02/05/2024DECK/ COPING 10/25/2023
02/05/2024POOL ENCLOSURE 10/25/2023
02/05/2024EQUIPMENT10/25/2023
02/05/2024EQUIPMENT ROOM 10/25/2023
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 2 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
COMMENTS
34 E SANTA CLARA ST / SR0352628 / NEW SPA
PLAN CHECK PLAN REVIEW (REVISED) IS APPROVED - NEW SPA.
FIELD INSPECTION WILL VERIFY ELECTRICAL INTERCONNECTION BETWEEN ALL PUMPS INCLUDING CHEMICAL
PUMPS.
OBTAIN NECESSARY APPROVAL FOR APPROVED BACKFLOW PREVENTION DEVICE FOR AUTOMATIC FILL LINE
FROM CROSS CONNECTION PROGRAM; PHONE# (626) 430-5290.
OBTAIN NECESSARY APPROVAL FROM THE DEPARTMENT OF BUILDING AND SAFETY TO GUNITE THE POOL.
CONTACT DANIEL METCALF AT DMETCALF@PH.LACOUNTY.GOV OR (213) 351-7357 AT LEAST 5 WORKING DAYS
PRIOR TO A REQUESTED INSPECTION (PRE-GUNITE, PREPLASTER & FINAL).
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 3 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
ADDITIONAL REQUIREMENTS
SAFETY SIGNS AND EQUIPMENT
Provide all safety equipment and signs required for your pool. Refer to the State Pool Code or consult with your inspector.
Some of the signs below may not apply to your pool.
No lifeguard sign.
CPR/ artificial respiration sign.
Pool/spa occupancy sign.
Emergency sign with pool pool address and nearest emergency services location.
Keep closed sign(s) on exterior of gates and doors.
Diarrhea warning sign.
No diving sign (when required).
Warning sign for spas.
Emergency shut-off sign for spa energency shut-off switch.
Life ring attached to a rope with a length of at least the width of the pool.
Body hook on at least a 12 ft. pole.
ENCLOSURE/FENCING/GATE(S)
The pool shall be enclosed by one or a combination of the following: a fence; portion of a building; wall; or other approved
durable enclosure. Doors, openable windows, gates of living units or associated private premises shall not be permitted
as part of the pool enclosure. The enclosure, doors and gates shall meet all of the following specifications:
1. The enclosure shall have a minimum effective perpendicular height of 5 feet as measured from the outside.
2. Openings, holes or gaps in the enclosure, doors and/or gates shall not allow the passage of a 4-inch diameter
sphere. The enclosure shall be constructed over a hard and permanent material equivalent to concrete.
3. The enclosure shall be designed and constructed so that it cannot be readily climbed by small children.
Horizontal and diagonal member designs which might serve as a ladder for small children are prohibited.
Horizontal members shall be spaced at least 48 inches apart. No planters or other structures that can be climbed
shall be permitted within 5 feet of the outside of the pool enclosure or within a 5 foot arc. The area 5 feet outside
of the pool enclosure shall be a common area open to the public.
4. Chain link may be used provided that the openings are not greater than 1¾ inches measured horizontally.
Gates and doors opening into the pool enclosure also shall meet the following specifications:
1. Gates and doors shall be equipped with self closing and self latching devices. The self latching device shall keep
the gate or door securely closed. Gates and doors shall open outwardly away from the pool except where
otherwise prohibited by law. Hand activated door or gate opening hardware shall be located at a height no lower
than 42 inches but no higher than 44 inches above the deck or walkway;
2. Gates and doors shall be capable of being locked during times when the pool is closed. Exit doors which comply
with Chapter 10, Title 24, California Code of Regulations shall be considered as meeting these requirements.
3. The pool enclosure shall have at least one means of egress without a key for emergency purposes. Unless all
gates or doors are so equipped, those gates and/or doors which will allow egress without a key shall have a sign in
letters at least 4 inches high stating EMERGENCY EXIT.
4. The enclosure shall be constructed so that all persons will be required to pass through common pool enclosure
gates or doors in order to gain access to the pool area. All gates and doors exiting the pool area shall open into a
public area or a walkway accessible by all patrons of the pool.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 4 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
APPROVED FENCING CONFIGURATION
SUMPS FOR ALL SUCTION DRAINS
The sumps of all suction drain outlets on all types of pools must conform to one of the
following; (use of pre-manufactured sumps are encouraged on new construction)
An approved manufactured sump and drain cover as illustrated
Or a field-built sump with dimensions of one of the diagrams below.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 5 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
APPROVED HANDRAIL CONFIGURATION
DISCLOSURES
·All existing appurtenances (handrails, grab rails, coping, decks, etc.) must be in good repair.
·Three field inspections are covered under each plan check fee. A charge will be assessed for each subsequent
field construction review.
·No pool shall be placed in operation without prior written approval from this Department.
·Any alteration to pool construction plans or substitution of equipment shall be approved by this Department.
·The plan approval is valid for a period of two (2) years from the date they are stamped. Any changes may require a
new fee.
·All equipment shall be installed per manufacturer’s instructions.
·One set of stamped plans shall be kept at the job site.
·After obtaining approval from this Department and prior to commencing work, plans must be submitted to your local
building department or other appropriate agency when required.
·NOTE TO POOL CONTRACTOR: It is your responsibility to relay any corrections on this plan approval relating to
fencing, decking, bathroom facilities or other auxiliary construction to the appropriate individual such as the
subcontractor, architect, landscaper or owner/builder.
·Any future renovation, alteration, construction, repair or change of equipment will require plans to be submitted to
the DPH-EH Recreational Waters Program.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 6 of 7EHS Signature
OFFICIAL PLAN REVIEW REPORT
02/05/2024DATE EHS DANIEL METCALF
PLAN CHECK NUMBER SR0352628
PROGRAM ELEMENT 3734 - POOL - NEW ADDITNL <3,000SQ & 40FT WIDE
OWNER / REQUESTER ARCADIA APTS, LLC, HART BROTHERS CONSTRUCTION, INC, DBA AQUATIC TECH / DAVID HART
DBA ALEXAN ARCADIA
ADDRESS 34 E SANTA CLARA ST, ARCADIA, CA 91006
·THREE FIELD INSPECTIONS ARE REQUIRED BY THIS DEPARTMENT FOR COMPLETION OF THIS POOL
PLAN. The pool owner, contractor or architect shall notify this Department for an inspection:
1.During Exposure plumbing and prior to guniting or applying pneumatically placed concrete.
2.Prior to plastering or applying the final surface to the pool shell.
3.At the completion of construction and when the pool is operational.
·This plan approval does not authorize the violation of any law, ordinance, or regulation and final approval is subject
to field inspection and evaluation.
·Three field inspections are covered under each plan check fee. A charge will be assessed for each subsequent
field construction review.
·No pool shall be placed in operation without prior written approval from this Department.
·Any alteration to pool construction plans or substitution of equipment shall be approved by this Department.
·The plan approval is valid for a period of two (2) years from the date they are stamped. Any changes may require a
new fee.
·All equipment shall be installed per manufacturer’s instructions.
·One set of stamped plans shall be kept at the job site.
·After obtaining approval from this Department and prior to commencing work, plans must be submitted to your local
building department or other appropriate agency.
·NOTE TO POOL CONTRACTOR: It is your responsibility to relay any corrections on this plan approval relating to
fencing, decking, bathroom facilities or other auxiliary construction to the appropriate individual such as the
subcontractor, architect, landscaper or owner/builder.
·Before the pool is placed into operation a separate annual Public Health License fee will be issued by Los Angeles
County Department of Public Health, Environmental Health Division (DPH-EH) Recreational Waters Program or the
District Surveillance and Enforcement Program. If this is a pool located at an apartment house, the license fee will
be part of the property tax bill.
·Any future renovation, alteration, construction, repair or change of equipment will require plans to be submitted to
the DPH-EH Recreational Waters Program.
It is improper and illegal for any County officer, employee or inspector to solicit bribes, gifts or gratuities in connection with
performing their official duties. Improper solicitations include requests for anything of value such as cash, discounts, free
services, paid travel or entertainment, or tangible items such as food or beverages. Any attempt by a County employee to solicit
bribes, gifts or gratuities for any reason should be reported immediately to either the County manager responsible for
supervising the employee or the Fraud Hotline at (800) 544-6861 or www.lacountyfraud.org. YOU MAY REMAIN ANONYMOUS.
Help us serve you better by completing a short survey. Visit our website at http://publichealth.lacounty.gov/eh/about/customer-service.htm.
Page 7 of 7EHS Signature