2024-09-10; City Council; 08; Monroe Street Pool Renovation and Replacement Project Plans, Specifications and Contract Documents, Appropriation of Construction Funding, and Authorization to Advertise — Carlsbad City Council, September 10, 2024 (part 3 of 11)

WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS.

WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS.

WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR.

WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED

FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD.

ALL CIRCUIT BREAKERS SHALL BE FULLY RATED.

WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE.

ALL BUSSING SHALL BE COPPER.

ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY.

ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING EQUIPMENT SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITH THESE LOADS, WHERE REQUIRED.

ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS.

PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5 3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN.

COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED.

PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS.

SPECIFIC PANEL SCHEDULE NOTES:
"A" PROVIDE LOCK -ON DEVICE
"B" PROVIDE LOCK -OFF DEVICE
"C" PROVIDE SHUNT TRIP DEVICE
"D" PROVIDE GFCI TYPE DEVICE.
"E" PROVIDE A RED CIRCUIT FIRE ALARM BREAKER.
"F" PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. "G" PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER.

BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH
CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS ON A COMMON
YOKE NEC 210.4(B) FURNITURE SYSTEM NEC 605.7)
"H" PROVIDE HACR BREAKER
"J" EXISTING BREAKER WITH NEW LOAD

UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS -BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR - PROVIDED DIRECTORY HOLDER. DIRECTORIES SHALL CONSIST OF LOAD DESCRIPTION AND CIRCUIT NUMBER FOR EACH CIRCUIT BASED ON AS -BUILT PANEL SCHEDULES. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. LOCAL AHJ MAY REQUIRE COPIES OF ENGINEERED PANEL SCHEDULES BE PLACED IN PANEL DIRECTORIES. E.C. TO VERIFY REQUIREMENTS PRIOR TO BID AND INCLUDE ALL

COSTS REQUIRED FOR LARGER -THAN -STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF ENGINEERED PANEL SCHEDULES.

ALL EQUIPMENT SHALL BE MANUFACTURED BY SIEMENS, OR EQUAL APPROVED.

PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES.

NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. LPM1
INV2
EVP
Notes:

Total Est. Demand Current: 1 A
Total Conn. Current: 1 A
Total Est. Demand: 298 VA
Total Conn. Load: 270 VA
LIGHTING LOADS 110 VA 125.00% 138 VA
Load Classification Connected Load Demand Factor Estim ated Demand Panel Totals Legend:

Total Amps: 1 A
Total Conn. Load: 270 VA
20 19
18 17
16 15
14 13
12 11
10 9
8 7
6 5
4 EXIT SIGNS 1 100 A 20 A 15 VA
3 EXTERIOR BUILDING A LIGHTING (LCP) 1 100 A 20 A 42 VA 2 ELECTRICAL ROOM 1 100 A 20 A 24 VA
1 RESTRROMS/CORRIDOOR/LOBBY/FIRST AID 1 100 A 20 A 189 V A CKT Circuit Description # of Poles Frame Size Trip Rati ng Load Remarks Notes:

Enclosure: MCB Rating: 1 A
Mounting: Wires: 2 Mains Rating:

Supply From: HPA Phases: 1 Mains Type: MLO
Location: Space 38 Volts: 277V A.I.C. Rating:

Switchboard: INV2
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
142
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

OUTDOOR

PHOTOCELL
(WHEN SHOWN ON FLOOR PLAN)

PART NUMBER - LSA APS OL
D
R1
R2
R3
R4

POWER SUPPLY
R5
R6
R7
R8
RJ45 RJ45

RELAY DRIVER CARD
nLIGHT INTERFACE CARD

PHOTOCELL
INPUT
UL 924

EMERGENCY
INPUT
STATUS
SCODE

BREAKER PANEL CIRCUITS
ARP NLT 8FCR
-
+-
+-
+-
+-
+-
+-
+-
+
DIM
4 (+)
8 RELAY PANEL SHOWN. FOR 4 RELAY PANEL, R5 - R8 WILL BE PROVIDED AS SPACES.

NEUT
HOT
GND
NEUT
HOT
LINE
LOAD
LINE
LOAD
LINE
LOAD
LINE
LOAD
LINE
LOAD
LINE
LOAD
LINE
LOAD
LINE
LOAD
0-10V DIM
M
ING OUTPUTS # 1 - 8
0-10VDC OUTPUT TERM
INAL
BLOCKS #1 - 8

TO LOAD

TO LOAD
LOAD (R3)
LOAD (R2)
LOAD (R1)
LOAD (R4)
N.T.S.

TYPICAL DIAGRAM: ARP NLT 4FCR/8FCR
GENERAL NOTES:

1. MOTION SENSORS MUST BE PROGRAMMED AS EITHER AUTO ON
BETWEEN 50% AND 70% OR AS VACANCY SENSORS.

2. NETWORK AND NADR (AUTOMATIC DEMAND RESPONSE) DEVICES ARE REQUIRED FOR BUILDINGS OVER 10,000 SQ. FT. AND IS .5 WATTS PER SQ. FT. OR MORE.

3. PRODUCTS CAN MEET ANY AND ALL TITLE 24 2022 REQUIREMENTS WHEN CONFIGURED CORRECTLY.

4. MANUFACTURER OR MANUFACTURER AGENT MUST PROVIDE SHOP DRAWINGS FOR APPROVAL. FOR ASSISTANCE WITH CONTROLS LAYOUT

AND SUBMITTALS CONTACT PERFORMANCE LIGHTING SYSTEMS AT
(949) 878-9000.

CAT 5-E (CLASS 2)

LINE VOLTAGE
0-10 VDC

WIRE LEGEND
C
B
A
D 3 #18 AWG
FOR ADDITIONAL TECH SUPPORT AND INSTALLATION INFORMATION PLEASE CALL 1.800.535.2465

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING CONTROL

DIAGRAM AND

DETAILS
E6.01
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING CONTROL DIAGRAM AND DETAILS
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
143
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
TYPICAL WIRING DIAGRAM: PLUG LOAD CONTROLLER FULL SWITCHED N.T.S.

CONTROLLED

CONTROLLED
N
RJ45 PORTS
nPP20 PL
BLUE
W
HT
BLK
BLUE
H
120V
JBOX
12/2 AWG

NEUTRAL
LINE
RJ45 RJ45

TO ADDITIONAL
NLIGHT DEVICES.

SEE LAYOUTS.

TO ADDITIONAL
NLIGHT DEVICES.

SEE LAYOUTS.

A
A
CAT 5-E (CLASS 2)

WIRE LEGEND
A

TYPICAL OFFICE W/ ENABLED FIXTURES AND DAYLIGHT HARVESTING N.T.S.

TYPICAL PRIVATE OFFICE WITH ENABLED FIXTURES
GENERAL NOTES:

TYPICAL WIRING DIAGRAM: NPP16 D
TYPICAL WIRING DIAGRAM: NPP16 D ER
N.T.S.

TYPICAL WIRING DIAGRAM: NPP16
nCM PDT
9 LOCATION
nCM
ADCX

LOCATION
nPP16 D ER
nWSX LV
XX

WHITE/NEUTRAL
BLACK/LINE IN 120V
ORANGE/LINE IN 277V
BLUE/TO LINE IN 120V OR 277V

BLUE//LINE OUT (RECEPTACLE)
nPP20PL

WHITE/NEUTRAL
BLACK/LINE IN 120V
ORANGE/LINE IN 277V
BLUE/TO LINE IN 120V OR 277V

BLUE//LINE

OUTM(RECEPTACLE)
nPP20
PL
CAT 5-E (CLASS 2)

LINE VOLTAGE
0-10 VDC

WIRE LEGEND
C
B
A
A
A
A
CAT 5-E (CLASS 2)

LINE VOLTAGE
0-10 VDC

WIRE LEGEND
C
B
A
A
A A
A A
BLUE
N
H N
WHT
(2)RJ45
PORTS:
+40mA
EACH
nPP16 D
0-10V DIMMING
BLK- 120V/ ORN- 277V
VIOLET
GRAY
GRN

BLK/ORN
BLUE
RJ45 RJ45

TO ADDITIONAL

LUMINAIRES

ON SAME ZONE
A
A
BB
B
B
C
C

LUMINAIRE

TO ADDITIONAL
NLIGHT
DEVICES.

SEE LAYOUTS.

TO ADDITIONAL
NLIGHT
DEVICES.

SEE LAYOUTS.

CAT 5-E (CLASS 2)

LINE VOLTAGE
0-10 VDC

WIRE LEGEND
C
B
A
RJ45 RJ45
A
A
CAT 5-E (CLASS 2)

LINE VOLTAGE
0-10 VDC

WIRE LEGEND
C
B
A
B
B B C
C
B
B B
B
B
B
B
B
B
B
B
B
B
B

TO ADDITIONAL
NLIGHT DEVICES.

SEE LAYOUTS.

TO ADDITIONAL
NLIGHT DEVICES.

SEE LAYOUTS.

WHT
(2)RJ45
PORTS:
+40mA
EACH
nPP16

SWITCHING ONLY
BLK- 120V/ ORN- 277V
GRN

BLK/ORN
BLUE
RJ45 RJ45

TO ADDITIONAL

LUMINAIRES

ON SAME ZONE

LUMINAIRE
A
A
BB
B
B
BLUE
N
HN
CAT 5-E (CLASS 2)

LINE VOLTAGE

WIRE LEGEND
B
A

TO ADDITIONAL
NLIGHT
DEVICES.

SEE LAYOUTS.

TO ADDITIONAL
NLIGHT
DEVICES.

SEE LAYOUTS.

VIOLET
GRAY
YEL - 120V/ RED - 277V
NORMAL (sense only)
GRN
BLUE
WH/RED

YEL/RED
HN
WHT
BLK
EH EN
BLUE
EN
0-10V DIMMING
ZONE "H"
(2)RJ45
PORTS:

LOCATION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING CONTROL

DIAGRAM AND

DETAILS
E6.02
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING CONTROL DIAGRAM AND DETAILS
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
144
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
K
ACUITY BRANDS, INC.
(NLIGHT)

KEYSWITCH
NOTES:

1. CONFIRM PRODUCT FINISH/COLOR WITH ARCHITECT PRIOR TO ORDER

2. PUSHBUTTON STATIONS SHALL BE CUSTOM ENGRAVED AS S HOWN IN DETAIL 1/E6.03. COORDINATE PRIOT TO ORDER.

SYMBOL
#nPOD KEY MOMENTARY KEYSWITCH WITH

ON/OFF/RAISE/LOWER

CAPABILITY
1 SZ-1B
MZ-2
MZ-3
MZ-4B

DESCRIPTION MFG MODEL DESCRIPTION NOTES
ACUITY BRANDS, INC.
(NLIGHT)
SINGLE ZONE ON/OFF/DIM #nPODMA DX PUSHBUTTON STATION WITH

ON/OFF/DIM CAPABILITY
1,2
ACUITY BRANDS, INC.
(NLIGHT)
2-ZONE ON/OFF/DIM #nPODMA 2P DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY, 2 ZONES
1,2
ACUITY BRANDS, INC.
(NLIGHT)
3-ZONE ON/OFF/DIM #nPODMA 4P DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY, 3 ZONES
1,2
ACUITY BRANDS, INC.
(NLIGHT)
4-SCENE ON/OFF/DIM #nPODMA 4P DX PUSHBUTTON STATION WITH ON/OFF/DIM CAPABILITY, 4
SCENES
1,2
ACUITY BRANDS, INC.
(NLIGHT)
SINGLE POLE SWITCH #nPODMA ON/OFF SWITCH 1
ACUITY BRANDS, INC.
(NLIGHT)
WALL SWITCH SENSOR #nWSXA-PDT-LV-DX WALL SWITCH SENSOR WITH

DUAL TECH PIR/MICROPHONICS

AND DIMMING CONTROL
1 CEILING OC SENSOR
ACUITY BRANDS, INC.
(NLIGHT)

CEILING OC SENSOR
(EXTERIOR LOCATIONS)
#nCM-PDT-10 CEILING MOUNTED OCCUPANCY

WITH DUAL TECH PIR/

MICROPHONICS, LARGE MOTION
ACUITY BRANDS, INC.
(NLIGHT)

CEILING OC SENSOR
(TYPICAL)
#nCM-PDT-9 CEILING MOUNTED OCCUPANCY

WITH DUAL TECH PIR/

MICROPHONICS, SMALL MOTION
ACUITY BRANDS, INC.
(NLIGHT)

CEILING OC SENSOR
(HIGH VOLUME LOCATIONS)
#nCM-6 HIGH MOUNT, CEILING MOUNTED

OCCUPANCY SENSOR
OS

LIGHTING CONTROL LEGEND / BASIS OF DESIGN SPECIFICATIONS 1 ZONE (TYP.)

FUNCTION ASSIGNMENT ENGRAVING
ON/OFF
RAISE
LOWER

CONTROLLED ZONE(S) FADE ON/OFF

CONTROLLED ZONE(S) RAISE INCREMENTALLY

CONTROLLED ZONE(S) LOWER INCREMENTALLY

FUNCTION ASSIGNMENT ENGRAVING
ZONE
ZONE
ON
ZONE
PRESS: (zones a,b,c) AT 100%

MASTER ON (ALL ZONES)
SZ-1B
MZ-4B
CLASS
WHITE
ON
AV
4-SCENE (CLASSROOMS - TEACHING WALLS, TYP.)
ON/OFF
ON/OFF

CLASS WHITE

AV TEST
ON
OFF

ZONE TEST

OFF MASTER OFF (ALL ZONES) OFF

RAISE SELECTED ZONE(S) RAISE INCREMENTALLY
LOWER SELECTED ZONE(S) LOWER INCREMENTALLY nPODMA 4P DX nPODMA DX
PRESS: (zone b) AT 100%, (zones a,c) AT 50%
PRESS: (zone b) AT 10%, (zones a,c) AT 50%
PRESS: occupancy sensor override for 3 hours
NOTES:

1. ALL ON/OFF TRANSITIONS IN LIGHITNG TO INCLUDE A 3 SECOND FADE RATE. SCENE TRANSITIONS TO OCCUR IMMEDIATELY UPON BUTTON TRIGGER.

2. WHERE OCCUPANCY SENSORS OR PUSHBUTTON STATIONS T RIGGER AN "ON" FUNCTION, PROGRAM LIGHTS TO COME ON TO 100% UNLESS NOTED OTHERWISE OS P
ACUITY BRANDS, INC.
(NLIGHT)
#nCM-9 CEILING MOUNTED OCCUPANCY ,

SMALL MOTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING CONTROL

DIAGRAMS AND

DETAILS
E6.03
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING CONTROL DIAGRAMS AND DETAILS
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
145
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

FINISHED FLOOR

OVER OBSTRUCTION MOUNTING HEIGHT

FINISHED FLOOR
44" MAX. - FORWARD REACH

OVER AN OBSTRUCTION

TOP OF DEVICE

TO BOTTOM OF DEVICE

TOP OF DEVICE
48" MAX.
15" MIN.
24" MAX
34" MAX
46" MAX.- SIDE APPROACH
LPA

EXTERIOR FACE OF HVAC OR

OTHER EQUIPMENT ENCLOSURE

TOP OF ROOF

RAINTIGHT WHILE IN-USE

RECEPTACLE WITH CAST
J-BOX PER SPECIFICATIONS.

AS REQUIRED TO MOUNT ON

SUPPORT SYSTEM BUT NO LESS
THAN 15" AFR

RGS CONDUIT EXTENDING A
MINIMUM OF 12 INCHES ABOVE

THE ROOF TO ALLOW

FLASHING OF PENETRATION -

USE OF EMT FOR ROOF

PENETRATION IS NOT
ALLOWED.
2 CONDUIT SUPPORTS
REQUIRED PER PENETRATION.

PROVIDE UNISTRUT AS

NECESSARY TO SPAN

BETWEEN ROOF SUPPORT
MEMBERS. COORDINATE ALL

ATTACHMENTS WITH

ARCHITECT PRIOR TO
ROUGH-IN.

LEAD ROOF FLASHING UON PER

SPECIFICATIONS, ARCHITECTURAL
PLANS AND SMACNA STANDARDS.

SEAL CONDUIT AT FLASHING AS
REQUIRED (TYP).

LIQUID TIGHT

CONDUIT

RUN CONDUIT

AS REQUIRED
NOTE: OFFSET CONDUIT A
MINIMUM OF 12" FROM

EQUIPMENT CURB AND

EQUIPMENT AT ROOF

PENETRATION SO THAT

CONDUIT FLASHING CLEARS

OTHER STRUCTURES/OTHER
FLASHING. FIELD VERIFY
REQUIRED DISTANCE.

EQUIPMENT CURB

FASTEN TO ROOF TOP

MECHANICAL EQUIPMENT,

SUPPLEMENTED WITH

UNISTRUT AS REQUIRED, IN A

MANNER AND LOCATION

ACCEPTABLE TO THE LOCAL
AHJ AND THE M.C.

COORDINATE WITH BOTH
PRIOR TO ROUGH-IN.

NOTE:

CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL

CONNECTION POINTS AND ROUTING OF CONDUIT AND

CONDUCTORS WITH THE EQUIPMENT INSTALLER PRIOR TO
ROUGH-IN. WHERE ROOF-MOUNTED EQUIPMENT IS

MANUFACTURED TO BE FED FROM WITHIN MECHANICAL

CURB ASSEMBLY - SEPARATE ROOF PENETRATIONS FOR
WIRING CONNECTIONS SHALL NOT BE PERMITTED. ALL

WIRING SHALL BE BELOW THE ROOF IN AN ACCESSIBLE
CEILING SPACE LOCATION.

LPA

TOP OF ROOF
NOTE: OFFSET CONDUIT A MINIMUM OF
12" FROM PARAPET, SCREEN WALL

SUPPORT(S) AND EQUIPMENT AT

ROOF PENETRATION SO THAT

CONDUIT FLASHING CLEARS OTHER
STRUCTURES/OTHER FLASHING. FIELD
VERIFY REQUIRED DISTANCE.

RAINTIGHT WHILE IN-USE

RECEPTACLE WITH CAST J-BOX
PER SPECIFICATIONS.

EXTERIOR FACE OF SCREEN WALL

OR PARAPET

FASTEN TO SCREEN WALL HORIZONTAL

AND/OR VERTICAL SUPPORTS,

SUPPLEMENTED WITH UNISTRUT AS
REQUIRED. DO NOT FASTEN TO
SCREEN WALL CLADDING. FASTENING

DIRECTLY TO PARAPET SHALL BE

ALLOWED ONLY IF FASTENERS DO NOT
PENETRATE THE ROOFING SYSTEM.

AS REQUIRED TO MOUNT ON

SUPPORT SYSTEM BUT NO
LESS THAN 15" AFR

RGS CONDUIT EXTENDING A MINIMUM
OF 12 INCHES ABOVE THE ROOF TO

ALLOW FLASHING OF PENETRATION -

USE OF EMT FOR ROOF PENETRATION
IS NOT ALLOWED.
2 CONDUIT SUPPORTS REQUIRED
PER PENETRATION. PROVIDE

UNISTRUT AS NECESSARY TO

SPAN BETWEEN ROOF SUPPORT
MEMBERS. COORDINATE ALL

ATTACHMENTS WITH ARCHITECT
PRIOR TO ROUGH-IN.

LEAD ROOF FLASHING UON

PER SPECIFICATIONS,
ARCHITECTURAL PLANS (13/A8.21)
AND SMACNA STANDARDS.

SEAL CONDUIT AT FLASHING
AS REQUIRED. (TYP).

LIQUID TIGHT

CONDUIT

RUN CONDUIT

AS REQUIRED
LPA
UNISTRUT (TYP.)
1 # * cu., 3/4"C. TO METAL

UNDERGROUND WATER PIPE AND OR
INTERIOR METAL WATER PIPE WITHIN 5'

OF POINT OF ENTRANCE INTO THE
BUILDING PER ART. 250.52(A)(1).

FINISHED FLOOR

MAIN BONDING JUMPER SHALL
BE SIZED AS FOLLOWS:

GROUNDING ELECTRODE CONDUCTOR SHALL
BE SIZED AS FOLLOWS:
2,000A
0-200A
201-400A
OVER 401A
2,500A
4,000A
3,000A

SERVICE SIZE

SERVICE SIZE
0-1,000A
1,600A
1,200A
#300KCMIL
#4
#3/0
#1/0
G.E.C. SIZE
#500KCMIL
#600KCMIL
#500KCMIL
M.B.J. SIZE
#250KCMIL
#3/0
#4/0
0-200 FT.

OVER 200 FT. #3/0
#1/0

TELECOMMUNICATIONS GROUND CONDUCTOR

MINIMUM SIZE SHALL BE BASED ON DISTANCE

BETWEEN TELECOMMUNICATIONS ROOM AND
SYSTEM GROUNDING BUS BAR AS FOLLOWS:
1 # *** cu., 3/4"C. TO

TELECOMMUNICATIONS ROOM

BACKBOARDS & GROUNDING
BUS BARS. IF PROVIDED IN

PROJECT DRAWINGS, SEE

TELECOM PATHWAYS &

GROUNDING RISER FOR
ADDITIONAL REQUIREMENTS.
1 # ** cu. TO GROUNDED
CONDUCTOR PER ART.
250.102. PROTECTED WITH

CODE-SIZED EMT, IMC, OR

RIGID CONDUIT AS
CONDITIONS DICTATE.
1 # * cu., 3/4"C. TO EFFECTIVELY

GROUNDED METAL FRAME OF
THE BLDG. PER ART. 250.52(A)(2).
(1) MINIMUM 20 FT. LENGTH OF #4
MINIMUM/ 1# * BARE COPPER
ENCASED IN MINIMUM 2" OF
CONCRETE ALL AROUND PER ART.
250.52(A)(3).

WHEN A GROUND RING IS REQUIRED

ELSEWHERE IN THESE DRAWINGS,
PROVIDE BARE cu CONDUCTOR

CONNECTION EQUAL IN SIZE TO

GROUND RING CONDUCTOR BUT
NOT LESS THAN #2 BARE cu., PER
ART. 250.52(A)(4).
1 #6 cu., 1/2"C. TO ELECTRODE
PER ART. 250.52(A)(5), (A)(6),
(A)(7) & 250.53 WHERE NONE
OF THE ELECTRODES IN ART.
250.52 (A)(1), (A)(2), (A)(3) &
(A)(4) ARE AVAILABLE.

PROVIDE CONNECTION OF

GROUNDING CONDUCTORS
BONDING JUMPERS PER ART.250.8
(TYPICAL) USING 2-HOLE
CONNECTORS.
1 # *** cu., 3/4"C. TO UTILITY CO.

TELEPHONE/CATV BACKBOARD.
(3) SPARE DRILLED

CONNECTION POINTS

TO GROUND BUS LOCATED

WITHIN BUILDING SERVICE
SWITCHGEAR.

PROVIDE PERMANENT TAG TO
IDENTIFY EACH CONDUCTOR.
1/4"x3"x LENGTH AS REQUIRED.

COPPER GROUND BUS

OUTSIDE SWITCHBOARD,

DRILLED AND TAPPED AS
REQUIRED. PROVIDE

PHENOLIC LABEL INDICATING
"MAIN ELECTRICAL SERVICE
GROUND". SEE ELECTRICAL

SPECIFICATIONS FOR MORE
INFORMATION.

PROVIDE BONDING WITH 1# ** cu., 1 1/4"C.

TO NEAREST METAL,WATER PIPE (HOT,

COLD, SPRINKLER, SEWER, BUILDING

MOUNTED - INTERIOR OREXTERIOR ETC),

UNINTENTIONALLY UNGROUNDED

BUILDING STEEL, GAS PIPE, HVAC
DUCTS IN THE BUILDING PER ART.
250.104 (A), (B), & (C)
1#6 CU TO RAISED FLOOR PEDESTALS
PER NEC ART. 645.15. SEE DETAIL 10

THIS SHEET FOR ADDITIONAL

GROUNDING INFORMATION AND
REQUIREMENTS.
***
**
*
LPA

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL

DETAILS
E7.01
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL DETAILS
N.T.S
ADA DEVICE MOUNTING 14
N.T.S
EQUIPMENT MOUNTED SWITCH/RECEPTACLE MOUNTING DETAIL 03
N.T.C
PARAPET SCREEN WALL SWITCH/RECEPTACLE MOUNTING DETAIL 02 N.T.S
MAIN SYSTEM GROUNDS BUS 08
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
146
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ACCESSORIES ACCESSORIES TYPE TYPE AMP/P
RATING
AMP/P
RATING
NO NO

CKT CKT

CONN CONN

PHASE BUS PHASE BUS

EACH SIDE

MOUNTING

31.50"
SIZE

MAX FRAME

ON RIGHT

ON LEFT
BØ
CØ
AØ
FRONT
BACK

PHASE BUS
N
S

4.50" BLANK

1.50" BLANK

1.50" BLANK
/3 /3
/3 BRANCH MOUNTED MAIN

4.50" BLANK

4.50" BLANK
/3
/3
/3
/3
/3
J
P
HCP
Modbus with Logging
PM5563 B
A
C
Modbus with Logging
PM5563 B
A
C
PM5563,Std. LI 80%
MG 800AT
A
B
C
800AS
2Energy LSI 80% HG 100AT
100AS
A
B
C
4Energy LSI 80% JG 150AT
250AS
A
B
C
6Energy LSI 80% JG 150AT
250AS
A
B
C
8Energy LSI 80% JG 175AT
250AS
A
B
C
10 Energy LSI 80%
JG 200AT
250AS
A
B
C

ELECTRICAL DATA
SYSTEM: 208Y/120V 3Ph 4W 60Hz
System Ampacity: 800A
42kA SYMS. SCCR
Fully Rated
MAIN: MAIN BREAKER MG 800AS/800AT
ACC: PM5563 I-Line Smart Cell
ACC: STD LI
Bottom FEED
65kA AIR
INCOMING CONDUCTORS(S) PER NEC, CEC, NOM:

Wire Bending Space:

Phase Lugs:1 - (3) 3/0 - 500 kcmil
-----------BRANCH SUMMATION-----------
1 - 100A/3P HG ENR LSI
1 - 175A/3P JG ENR LSI
2 - 150A/3P JG ENR LSI
1 - 200A/3P JG ENR LSI

PHYSICAL DATA
ENCLOSURE Type 1
Surface with Door
FRONT CAT#: HCW68TSD
BOX CAT#: HC4268DBEXTS
DIMENSIONS:
80''(2032mm)Hx42"(1067mm)Wx9.5''(241mm)D
WIRE BENDING SPACE:

TOP - 11.66"(296mm)
BOTTOM - 16.32"(415mm)
RIGHT SIDE - 8.77"(223mm)
LEFT SIDE - 8.66"(220mm)
PBA: 418
BUSSING: 800A RATED COPPER BUS
Tin Plated
OPTIONAL FEATURES:

SEISMICALLY QUALIFIED : IBC/ASCE7/CBC/NBCC

SHIP COMPLETELY ASSEMBLED
INCREASE TOP END GUTTER 12"
Copper GROUND BAR

COPPER SOLID NEUTRAL
(Continued on next page.)

CONDUIT
ENTRY

APPROXIMATE

CENTER OF

GRAVITY

APPROXIMATE

CENTER OF

GRAVITY

ENTERING
SIDE
ACCESS
POINT

ENTERING BOTTOM

ACCESS POINT

32.75 [832]

40.07 [1018]

57.50 [1461]

25.75 [654]

3.81 [97]

11.24 [286]

20.60 [523]

20.34 [517]

20.60 [523]

4.81 [122]

23.75 [603]
.75
[19]

9.55 [243]

4.01 [102]

32.05 [814]

5.00 [127]

4.21 [107]

4.78 [121] 4.78
[121]
.63 DIA
[16]
(4 PLACES)

1.66 [42]

36.75 [934]

ACCESSORY

WEATHERSHIELD

ACCESSORY

WEATHERSHIELD
7400WS25J

SEISMIC QUALIFICATION
TO BE COMPLIANT WITH THE SEISMIC REQUIREMENTS OF ASCE/SEI 7, THIS UNIT IS SELF CERTIFIED TO ICS ES AC156 BY SHAKE TABLE QUALIFICATION TESTING THE ENCLOSURE ABOVE IS 25J.

NOTES:
cULus LISTED TO UL1561 AND C22. 2No47, FILE NUMBER E6868 NEMA ST-20 (2014) ROUTINE TESTS ARE COMPLETED ON ALL UNITS.

MANUFACTURED IN ISO9001 FACILITIES
GREEN PREMIUM (RoHS/REACH COMPLIANT, PRODUCT ENVIRONMENTAL PROFILE) REGISTERED TO DOE VIA 10 CFR 429 & NRCAN
MINIMUM SIDE AND REAR CLEARANCE 1/2 INCH PER UL1561 ALCOVE TESTING.

FRONT ACCESS MUST COMPLY WITH NEC WORK SPACE REQUIREMENTS.

WIRE ACCESS SHOWN SHADED ABOVE. LOCATIONS ARE FRONT SIDES AND FRONT BOTTOM.

TRANSFORMER SPECIFICATION
300kVA 3 PHASE 60 HERTZ 49DB
PRIMARY VOLTAGE: 480V Delta, 6 - 2.5% 2+4- Taps
SECONDARY VOLTAGE: 208Y/120V
150 Deg C RISE ABOVE 40 Deg C AMBIENT
220 Deg C INSULATION SYSTEM Copper WINDING
MAXIMUM WEIGHT: 1,869 LBS
Type 1 Standard Painted ANSI 49 Grey
MINIMUM EFFICIENCY 98.94% @ 35% LOADING 75 Deg C
COMPLYING WITH 10 CFR 431 (78 FR 23335-APRIL 18, 2013)

90.00 [2286]

24.00 [610]

91.50 [2324]

LEFT SIDE VIEW

90.00 [2286]

24.00 [610]

FLOOR PLAN - FRONT
.75/[19] DIA

MTG HOLES OFFSET

3.00/[76] TYP

FROM SIDE

1.50 [38]

21.00 [533]

24.00 [610]

30.00 [762]

1.50 [38]

14.25 [362]

25.00 [635] 2.50
[64]

30.00 [762]

2.8 3.1

31.00 [787]

11.85 [301]

5.4 36.00
[914]

TOP VIEW - FRONT

24.00 [610]

2.50 [64]

14.75 [375]

31.00 [787] 2.50
[64]

2.50 [64]

1.50 [38]

91.50 [2324]
SECT

30.00 [762]

22.5 22.5

22.5 22.5
SECT

30.00 [762]
9 3
15 15
CLIP
CT DWG

EUSERC DWG
3 3

28.5 4.5
6 3
SECT

36.00 [914]

13.5 63 63
SL

13.5 DUAL
DIMENSIONS:

INCHES

MILLIMETERS
1 :Denotes
Sealing Screws
EUSERC Terminations
DWG 345, 347
San Diego G&E (CA)
2 :Denotes
Sealing Screws
332
320
15 San Diego G&E (CA)
3 SWITCHBOARD GENERAL NOTES

PRODUCT DESCRIPTION & RATINGS
Power System Data
Bus System Data
Enclosure Data
Estimated Shipping Weight
Code Standards
Rating Nameplates

PRODUCT INFORMATION
Wiring
Instruction Bulletins
Product Accessories/Options

19.5 in
T-bus

19.5 in
T-bus
480Y/277V 3Ph 4W 60Hz / 3 Phase Wye
Solidly Grounded
System Short Circuit Current Rating: 65kA RMS
Incoming Section 1 Cable Through the Bottom Left of Lineup 800A Silver Plated Copper Main Bus
(2) .25x1.50 IN/6x38 mm Cu Bus Bar Per Phase/Neutral
(1) .25x.875 IN/6x22 mm Cu Ground Bus
Type 1 Free Standing
Exterior Paint Color: ANSI 49
Front Accessibility Only Required
Handling: Rollers & Lifting Assemblies
Rodent barriers
Utility sealing hardware installed for unmetered bus compartments Base channels cannot be removed from EUSERC switchboard line-ups Utility sealing hardware installed for unmetered bus compartments Shipping Split 1 485.00 lbs / 220.00 kgs
Shipping Split 2 785.00 lbs / 356.08 kgs
Shipping Split 3 855.00 lbs / 387.83 kgs
Complete Lineup 2125.00 lbs / 963.90 kgs
U.L. Deadfront and suitable for use as Service Entrance when not more than six (6) disconnecting means are provided.

ST1- Deadfront - Section Bus 800A
ST2- Service Entrance - Section Bus 800A
ST3- Deadfront - Section Bus 800A
All wiring to be Machine Tool Wire type
Reference 80043-055 For Handling, Installation,
Anchoring, Inspection And Maintenance Information
Hinged Front Gutters Covers Section 3
SS 1

30.00 [762]
Lineup

96.00 [2438]
SS 2

30.00 [762]
SS 3

36.00 [914]
WEIGHT: 752 LBS

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL

DETAILS
E7.02
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL DETAILS
1/8" = 1'-0"
DMB 800A 120/208V PANELBOARD 08
1/8" = 1'-0"
300KVA TRANSFORMER 14
1/8" = 1'-0"
PMB 600A 277/480V SWITCHBOARD 1
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
147
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
EQUIPMENT MOUNT.

ANCHOR PER NOTE 1 OR 2.

MECHANICAL ANCHORS (PER GENERAL NOTES) - SEE NOTE 1 & 2 PMB

ANCHORAGE SCHEDULE - FLOOR MOUNTED EQUIPMENT

EQUIPMENT
T1

TYPICAL ELEVATION
WEIGHT
(lbs)
2125
HEIGHT
(in)
90 WIDTH
(in)
110
DEPTH
(in)
20 1869 57.5 40.07 32.75

QUANTITY OF

ANCHOR ROWS
2 2
MECH'L
ANCH. Ø
1/2"
1/2"

QUANTITY OF ANCHOR

POINTS PER ROW
3 2
QUANTITY OF ANCHS.

PER POINT
1 1

AT SLAB ON GRADE

EQUIPMENT-
FOR

DIMENSIONS SEE

SCHEDULE
BELOW

EFFECTIVE

EMBED PER NOTE
1 OR 2.
6" THICK

HOUSEKEEPING

PAD PER

STRUCTURAL
DETAIL 8/S6.93
HEIGHT

PLAN VIEW EXTERIOR MOUNTING PLAN VIEW INTERIOR MOUNTING

QUANTITY OF
ANCHOR

ROWS PER

SCHEDULE
WIDTH
DEPTH

QUANTITY OF

ANCHOR POINTS

PER ROW PER

SCHEDULE

QUANTITY OF
ANCHOR

ROWS PER

SCHEDULE
NOTES:

1. INSTALL PER ICC ESR-1917 WITH SPECIAL INSPECTION . FOR 1/2" DIA. HILTI KB-TZ2, PROVIDE 3 1/4" EFFECTIVE EMBED. FOR 5/8" DIA. HILTI KB-TZ2, PROVIDE 4" EFFECTIVE EMBED. MIN. 6" THICK CONCRETE, MIN. 3" EDGE DISTANCE, AND MIN 12" SPACING, U.NO., IN 4,000 psi NORMAL WT. CONCRETE.

2. ALL OTHER UNITS (150# MAX.) ARE PERMITTED TO USE 3/8" DIA. x 1 5/8" LONG HILTI KWIK HUS-EZ PER ICC ESR- 3027. PROVIDE A MIN. OF 3" EDGE DISTANCE ON A 4" NORMAL WT. CONCRETE HOUSE KEEPING PAD (f'c = 4,000 psi)

EFFECTIVE

DISTANCE PER
NOTE 1 OR 2.
3"
3"

INTEGRAL MOUNTING

BRACKET PER

MANUFACTURER
INV-1 1257 24 48 25 2 1/2" 3 1
LPA

SIDE ELEVATION

TYPE B BACKING AT PANEL
PER 01/S6.91

EQUIPMENT

SCREWS PER
NOTE 1
DEPTH

METAL STUD FRAMING
DMB

ANCHORAGE SCHEDULE - WALL MOUNTED ELECTRICAL EQUIPMENT

EQUIPMENT LOCATION
(ROOM NO.)

VARIOUS
WEIGHT
(lbs)
752
HEIGHT
(in)
80 WIDTH
(in)
42 DEPTH
(in)

9.5 NOTE:

1. SEE STRUCTURAL DETAIL 09/S6.91 FOR ANCHORAGE REQ UIREMENTS.

HEIGHT
LPA
SUB-PANELS VARIOUS 95 38 20 5.75

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

ELECTRICAL

DETAILS
E7.03
OCH
MONROE ST. POOL REPLACEMENT

ELECTRICAL DETAILS
N.T.S.

TYPICAL BOTTOM MOUNTED EQUIPMENT SCHEDULE AND DETAILS 02 N.T.S
TYPICAL WALL MOUNTED EQUIPMENT 08
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
148
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

WARNING WARNING

WARNING

PHOTOVOLTAIC

DC DISCONNECT
INV #

PHOTOVOLTAIC SYSTEM

EQUIPPED WITH RAPID
SHUTDOWN. OPERATE

THIS SWITCH TO INITIATE
SHUTDOWN.

WARNING: PHOTOVOLTAIC

POWER SOURCE

MAIN PHOTOVOLTAIC
SYSTEM

AC DISCONNECT

DC COMBINERS/DISCONNECTS

ELECTRIC SHOCK HAZARD

DO NOT TOUCH TERMINALS

TERMINALS ON BOTH THE LINE AND

LOAD SIDES MAY BE ENERGIZED

IN THE OPEN POSITION

DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR

MODULES ARE EXPOSED TO SUNLIGHT
PER NEC 690.17(E)

INVERTER AC CONNECTION

PHOTOVOLTAIC SYSTEM

AC OUTPUT
RATED AC OUTPUT CURRENT: 80 A
NOMINAL OPERATING AC VOLTAGE: 480 V
PER NEC 690.54
HEADER: BLACK WITH WHITE LETTERING
E4 MAIN AC DISCONNECT

ELECTRIC SHOCK HAZARD

DO NOT TOUCH TERMINALS

TERMINALS ON BOTH THE LINE AND

LOAD SIDES MAY BE ENERGIZED

IN THE OPEN POSITION
PER NEC 690.17(E)

ELECTRIC SHOCK HAZARD

THE DC CONDUCTORS OF

THIS PHOTOVOLTAIC SYSTEM

ARE UNGROUNDED AND

MAY BE ENERGIZED
PER NEC 690.35(F)

PHOTOVOLTAIC SYSTEM

DC DISCONNECT

RATED MPP CURRENT

RATED MPP VOLTAGE

MAX SYSTEM VOLTAGE

MAX SYSTEM CURRENT
- AMPS
- VDC
- VDC
- AMPS
PER NEC 690.15, 690.14(C)(2), 690.13(B)
HEADER: BLACK WITH WHITE LETTERING

PV RACEWAYS
PER NEC 690.13(B)

RED BACKGROUND WITH REFLECTIVE LETTERING
REPLACE '#' IN LABEL ABOVE WITH ASSOCIATED INVERTER NUMBER.

RAPID SHUTDOWN

RED BACKGROUND WITH REFLECTIVE LETTERING
PER NEC 690.56(C)(3)
PER 690.31(G)(3), IFC 605.11.1.2

RED BACKGROUND WITH REFLECTIVE LETTERING

RED BACKGROUND WITH REFLECTIVE LETTERING
PER NEC 690.13(B), IFC 605.11.1.3

PHOTOVOLTAIC SYSTEM

AC OUTPUT
RATED AC OUTPUT CURRENT: 720 A
NOMINAL OPERATING AC VOLTAGE: 480 V
PER NEC 690.54
HEADER: BLACK WITH WHITE LETTERING
(VALUES PER MANUFACTURER)
UNIRAC

SOLARMOUNT
RAIL (TYP.)

SUNPOWER
MAXEON 3

SOLAR PANEL
UNIRAC

SOLARMOUNT

MID CLAMP
(TYP.)
UNIRAC

SOLARMOUNT

END CLAMP
(TYP.)

SUPPORT FRAME

PER STRUCTURAL
DETAIL 15/S6.91 (TYP.)
1/4" T-BOLT
(INSTALLATION
TORQUE 10 FT-LBS)
1/4" T-BOLT
(INSTALLATION
TORQUE 10 FT-LBS)
32" MAX

BETWEEN
SUPPORTS (TYP.)
1 GENERAL NOTES :

UNIRAC SOLARMOUNT SPLICE BAR (TYP). SPLICE WHERE OCCURS.

REFER TO 20/E7.04 FOR TYPICAL ENLARGED SPLICE BAR DETAIL.

UNIRAC SOLARMOUNT EXPANSION JOINT (TYP). 16" MAX. FROM
SUPPORT FRAME TO EXPANSION JOINT (TYP). REFER TO 20/E7.04 FOR TYPICAL ENLARGED EXPANSION JOINT DETAIL.
16" MAX RAIL CANTILEVER (TYP).

PV PANEL ANCHOR POINTS (TYP).
2 2
1 12.5"

8.25"
16"
3 3
3/8" DIA. LINDAPTER

HOLLO-BOLT PER ICC
ESR-3330 W/

NEOPRENE
WASHER, TYP.
(INSTALLATION
TORQUE 33 FT-LBS)
3/8" T-BOLT
(INSTALLATION
TORQUE 30 FT-LBS)
L-FOOT

W/T-BOLT
3/8" SERR FLG

HEX NUT
4 4
5/16"-18 TYPE F THREAD

CUTTING SCREWS
NOTE THAT ONLY 1 SCREW IS

USED AT AN EXPANSION
JOINT. THE SPLICE BAR DOES

NOT BOND ACROSS AND
EXPANSION JOINT. SEE

INSTALLATION GUIDE FOR

INCLUDED
INSTRUCTION.

TYPICAL SPLICE BAR DETAIL
1 2"

TYPICAL EXPANSION JOINT DETAIL

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

PV DETAILS
E7.04
OCH
MONROE ST. POOL REPLACEMENT

PV DETAILS
1/8" = 1'-0"
PV WARNING LABELS 04
1/8" = 1'-0"
PV DETAILS 02
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
149
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
6" MAX
#10 TEK SCREWS LOCATED AT

OPPOSITE CORNERS OF RUNNERS - ONE SHOWN
FOR CLARITY. USE OF INTEGRAL FIXTURE

SUPPORT TABS OR UL-LISTED ACCESSORY

FIXTURE SUPPORT TABS PROVIDED BY FIXTURE

MANUFACTURER MAY BE USED IF ACCEPTABLE
WITH THE LOCAL AHJ.

LIGHT FIXTURE. DETAIL IS TYPICAL FOR

MOST RECESSED TROFFER AND LINEAR
FIXTURES.

INTEGRAL SUPPORT TAB OR

HARDWARE PER MANUFACTURER

SUPPORT CABLE ATTACHMENT TO
STRUCTURE PER ARCH. DETAIL
GENERAL NOTES:

1. INSTALLATION SHALL COMPLY WITH LATEST PUBLISHED EDITION OF THE INTERPRETATION OR REGULATION MANUAL" IR 25-2.19 AS ISSUED BY THE DIVISION OF THE STATE ARCHITECT.

2. ATTACHMENT TO CEILING / STRUCTURE SHALL NOT AFFE CT ASSEMBLY RATING.

3. INSTALL SAFTEY WIRES PER THE FOLLOWING:

A. FIXTURES @ LESS THAN 56 LBS: INSTALL (2) #12 GA. SAFETY WIRES (SLACK.)

ONE ON EACH END OF FIXTURE DIAGONALLY OPPOSED AND CONNECTED TO STRUCTURE ABOVE.

B. FIXTURES @ 56 LBS OR GREATER: INSTALL (4) #12 GA SUPPORT WIRES (TAUT).

ONE ON EACH CORNER OF FIXTURE CONNECTED TO STRUCTURE. WIRES SHALL SUPPORT (4) TIMES THE WEIGHT OF THE FIXTURE.

C. FIXTURES @ LESS THAN 56 LBS AND 4'X4' MIN IN SIZ E: INSTALL (4) #12 GA.

SAFETY WIRES (SLACK) AT EACH CORNER OF THE FIXTURE.

FOR GRID AND GRID SUPPORT/ATTACHMENT

TO STRUCTURE, REFER TO ARCHITECTURAL

DETAILS ON
XX/A9.XX
XX/A9.XX

REFER TO STRUCTURAL
DRAWINGS.

BOND EQUIPMENT
GROUND TO POLE.

BRANCH CIRCUIT CONDUIT
PER SITE PLAN.

PROVIDE MINIMUM COVER OF
24" FROM FINISH GRADE.

POLE ANCHOR BOLTS PER
MANUFACTURER SPEC'S.
(PROVIDE EXTENDED BOLTS

FOR THRU CONCRETE PAD)
NOTES
1 2
3 4
5 HANDHOLE AND GROUND

CONNECTION W/ NON-

FERROUS TAMPER PROOF
SCREWS
2 4
1 1
X"
3" (MIN)

REFER TO STRUCTURAL DRAWINGS

POLE, REFER TO LIGHT

FIXTURE SCHEDULE

ANCHOR BOLT COVER, SAME

FINISH AS POLE

PER LANDSCAPE DRAWINGS

CONCRETE BASE
REBAR

FINISH GRADE

GALVANIZED BASE PLATE

BOLTS AND WASHERS
5 3
1 1
SEE LANDSCAPE DETAIL XX/LX.XX
NOT FOR DSA APPROVAL, PER IR A22 2.1.2.1.

SEE STRUCTURAL DETAIL XX/SX.XX

LIGHTING FIXTURE TYPE AS

INDICATED ON PLANS

TO LIGHTING FIXTURE OUTLET

J-BOX ON SLAB ABOVE

ATTACHMENT TO

STRUCTURE (TYPICAL ONE
EACH CORNER). REFER TO

ARCHITECTURAL DETAIL

ATTACH FRAME-IN KIT TO

CEILING SYSTEM CHANNELS

PER MANUFACTURER

INSTRUCTIONS
XX/A9.XX

LIGHT FIXTURE

WALL PER ARCHITECTURAL
PLANS
27" MAX / 80" MIN. A.F.F
IF FIXTURE IS NOT LOCATED 27"
MAX. OR 80" MIN. A.F.F./A.F.G.

FIXTURE MAY NOT EXCEED 4"
MAX. PROJECTION.

MOUNTING PER STRUCTURAL
DETAIL (X/SX.XX)
(DSA ONLY)

PROJECTION
MAX WEIGHT: XX LBS

CEILING MATERIAL

FIXTURE FLANGE

WHERE OCCURS

CONTRACTOR TO

FOLLOW MANUFACTURER

INSTALLATION

INSTRUCTIONS

ATTACHMENT TO

STRUCTURE (TYPICAL ONE
EACH CORNER). REFER TO

ARCHITECTURAL DETAIL
XX/A9.XX

CANOPY, SLIP RING, AND CABLE

COUPLER PER MANUFACTURER
1/16" DIAMETER MIN.

MOUNTING/SUPPORT

CABLE AND POWER

CORD PER

MANUFACTURER

BUSHING AND NPT

FITTING TO J-BOX

LUMINAIRE

CABLE COUPLER (GRIPLOCK
SYSTEMS #CC-UNICROSS)

CONNECTING SEISMIC SWAY CABLES

AND FIXTURE SUPPORT CABLE
(4) #12 SPLAY WIRES PER FIXTURE
((2) ON EACH END OF FIXTURE),
SPLAYED @ 45° FROM

LONGITUDINAL AXIS OF FIXTURE
6" MAX.

A. SECTION
B. PLAN

LUMINAIRE
(4) #12 SPLAY WIRES PER FIXTURE ((2) ON EACH
END OF FIXTURE), SPLAYED @ 45° FROM

LONGITUDINAL AXIS OF FIXTURE

45.00°
B
A

CEILING SYSTEM PER

ARCHITECTURAL DRAWINGS

ATTACH TO STRUCTURE
(SEE ARCHITECTURAL DETAIL XX/A9.XX)
(SEE DETAIL 24/EX.XX)
NOTES:

1. SUSPENSION SYSTEMS FOR LIGHT FIXTURES WHICH, AS INSTALLED, ARE FREE TO SWING A MINIMUM OF 45° FROM THE VERTICAL IN ALL

DIRECTIONS BELOW THE CEILING WITHOUT CONTACTING

OBSTRUCTIONS SHALL BE ASSUMED TO COMPLY WITH THE LATERAL-

FORCE REQUIREMENTS OF

2. IF FIXTURES CANNOT SWING A MINIMUM OF 45° FROM T HE VERTICAL IN

ALL DIRECTIONS WITHOUT CONTACTING OBSTRUCTIONS, PROVIDE ALL

COMPONENTS NECESSARY FOR CABLE SEISMIC BRACING SYSTEM TO LIMIT MOVEMENT OF CABLE HUNG FIXTURES.

3. ALL COMPONENTS SHALL BE APPROVED FOR A COMPLETE CODE-

COMPLIANT SEISMIC BRACING SYSTEM TO LIMIT MOVEMENT OF CABLE HUNG FIXTURES. CABLE BRACING SYSTEM SHALL NOT BE DRAWN

TAUT TO AVOID DAMAGING THE BRACING SYSTEM DURING WALL
MOVEMENT CAUSED BY EARTHQUAKES. ADJUST TENSION PER
BRACING SYSTEM MFGR RECOMMENDATIONS.

4. SUPPORT TYPICAL FOR FEED & NON FEED POINT (WITH OUT J-BOX AND FLEX).

5. SHOULD A CONFLICT OCCUR BETWEEN FIXTURE SUPPORT DETAIL AND

HVAC DUCT ROUTING, EC SHALL INCLUDE ALL COSTS IN BASE BID TO PROVIDE A UNISTRUT "TRAPEZE"
WITH 3/8" DIA THREADED ROD HANGERS AROUND THE HVAC DUCT OR OTHER OBSTRUCTION. TRAPEZE SHALL BE SUBMITTED TO PROJECT

STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR OF ORDERING TRAPEZE MATERIAL.
(SEE ARCHITECTURAL DETAIL XX/A9.XX)
2019 CBC SECTION 1617A.1.18-21, ASCE 7-13

ANCHOR BOLTS AND LEVELING

NUTS BY POLE MANUFACTURER

PROVIDE SLEEVE THRU

CONCRETE CAP, REMOVE

AFTER POUR AND FILL WITH
W.P. CAULK OR MASTIC

FLANGE AT BOTTOM OF

POLE FOR MOUNTING
POLE

FINISH GRADE PER

LANDSCAPE

DRAWINGS

POLE BASE COVER,
BY POLE MANUF.

CONCRETE PAD AND

FINISH PER LANDSCAPE

DRAWINGS
POLE

POLE BASE COVER, BY POLE

MANUFACTURER (ROUND OR

SQUARE PER MANUFACTURER)
1 1
1 4
3 5
2 REFER TO STRUCTURAL
DRAWINGS.

BOND EQUIPMENT
GROUND TO POLE.

BRANCH CIRCUIT CONDUIT
PER SITE PLAN.

PROVIDE MINIMUM COVER OF
24" FROM FINISH GRADE.

POLE ANCHOR BOLTS PER
MANUFACTURER SPEC'S.
(PROVIDE EXTENDED BOLTS

FOR THRU CONCRETE PAD)
NOTES
1 2
3 4
5 SEE LANDSCAPE DETAIL XX/LX.XX
NOT FOR DSA APPROVAL, PER IR A22 2.1.2.1.

SEE STRUCTURAL DETAIL XX/SX.XX

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

LIGHTING DETAILS
E7.05
OCH
MONROE ST. POOL REPLACEMENT

LIGHTING DETAILS
1" = 1'-0"
RECESSED FIXTURE - GRID CEILING 03
N.T.S.

POLE WITH RAISED BASE 07
N.T.S.

RECESSED DOWNLIGHT 04
N.T.S.

WALL MOUNTED LIGHT FIXTURE 01
N.T.S.

RECESSED FIXTURE - HARD CEILING 06
N.T.S.

PENDANT FIXTURE - SPLAY BRACING (LINEAR) 05
N.T.S.

POLE WITH CONCRETE PAD 02
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
150
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710
ENERGY

COMPLIANCE
FORMS
E8.01
OCH
MONROE ST. POOL REPLACEMENT

ENERGY COMPLIANCE FORMS
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
151
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
50% CONSTRUCTION DOCS 11/13/2023
90% CONSTRUCTION DOCS 01/29/2024
2nd PLANCHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710
ENERGY

COMPLIANCE
FORMS
E8.02
OCH
MONROE ST. POOL REPLACEMENT

ENERGY COMPLIANCE FORMS
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
152
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

GAYLEWAYMONROE STREET

NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

COMPACT

5.49.36.49.0 1.1

1.5 1.5

1.6 1.7

1.8 1.7

1.3 3.510.85.011.0

3.4 13.1

4.8 3.0

1.81.4 1.6

2.2 2.1

1.3 0.91.61.71.71.4

1.2 1.21.82.11.91.7

2.01.61.51.42.02.42.43.1 1.91.71.62.22.52.84.4

2.22.01.72.22.62.7 2.72.21.91.62.12.42.2

2.72.31.91.72.12.22.0 2.62.21.91.82.22.11.8

2.62.21.91.92.01.91.6 2.72.32.01.71.71.61.3

2.82.32.01.61.51.31.2 2.92.62.31.71.41.31.1

3.12.62.21.71.41.21.0 3.42.82.41.91.51.21.0

1.53.52.82.52.01.51.21.0 1.23.42.72.41.91.61.31.1

3.32.62.41.91.61.51.2 3.22.52.31.91.81.61.4

3.12.62.32.02.01.91.6 3.12.62.32.22.22.11.8

1.31.62.0 3.12.62.32.02.32.32.1

1.11.62.02.32.72.52.31.81.4 3.32.62.31.92.32.52.2

1.62.43.03.12.62.51.81.1 3.22.62.31.92.32.72.6

1.62.23.03.43.22.71.81.31.21.73.02.22.01.82.32.63.0 1.62.12.53.13.02.72.01.41.11.02.52.01.81.72.2

3.03.12.92.62.21.91.41.12.11.91.71.62.1 0.43.32.22.22.12.11.92.32.32.12.02.62.82.52.1

2.02.12.12.22.32.72.72.52.52.92.82.42.0 1.8 2.02.32.72.72.42.5

1.92.73.93.82.82.2 5.49.36.49.0

1.1 1.5

1.5 1.6

1.7 1.8

1.7 1.3

3.510.85.011.0

3.4 13.1

4.8 3.0

1.81.4 1.6

2.2 2.1

1.3 0.91.61.71.71.4

1.2 1.21.82.11.91.7

2.01.61.51.42.02.42.43.1 1.91.71.62.22.52.84.4

2.22.01.72.22.62.7 2.72.21.91.62.12.42.2

2.72.31.91.72.12.22.0 2.62.21.91.82.22.11.8

2.62.21.91.92.01.91.6 2.72.32.01.71.71.61.3

2.82.32.01.61.51.31.2 2.92.62.31.71.41.31.1

3.12.62.21.71.41.21.0 3.42.82.41.91.51.21.0

1.53.52.82.52.01.51.21.0 1.23.42.72.41.91.61.31.1

3.32.62.41.91.61.51.2 3.22.52.31.91.81.61.4

3.12.62.32.02.01.91.6 3.12.62.32.22.22.11.8

1.31.62.0 3.12.62.32.02.32.32.1

1.11.62.02.32.72.52.31.81.4 3.32.62.31.92.32.52.2

1.62.43.03.12.62.51.81.1 3.22.62.31.92.32.72.6

1.62.23.03.43.22.71.81.31.21.73.02.22.01.82.32.63.0 1.62.12.53.13.02.72.01.41.11.02.52.01.81.72.2

3.03.12.92.62.21.91.41.12.11.91.71.62.1 0.43.32.22.22.12.11.92.32.32.12.02.62.82.52.1

2.02.12.12.22.32.72.72.52.52.92.82.42.0 1.8 2.02.32.72.72.42.5

1.92.73.93.82.82.2 ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

Submittal Date100% SCHEMATIC DESIGN06/27/2023
Revision Date
"AS BUILT"
CIVIL ENGINEER DATERCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETSSHEET

ENGINEERING DEPARTMENTCITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIAL

ENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/2023 04/26/20241st PLAN CHECK SUBMITTAL01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.
2nd PLAN CHECK SUBMITTAL05/01/2024
N
04EM EGRESS ROUTE1" = 20'-0"
E9.11

EM EGRESSPHOTOMETRICSSITE
1" = 20'-0"

KEYNOTES

GENERAL NOTES
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
153
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

14.518.516.210.24.72.53.26.912.818.017.211.1

17.922.720.112.45.62.93.78.316.222.021.113.9

14.518.716.310.14.72.53.27.013.018.117.111.5

18.920.114.58.33.72.54.510.117.320.918.012.810.26.3

21.022.115.98.23.72.54.610.217.621.218.315.312.77.1

18.015.17.4

23.215.08.3

22.614.27.9

18.312.17.0 2.42.52.42.32.0

13.09.96.64.03.23.23.12.92.6 8.87.55.95.04.54.34.23.83.2

6.86.35.85.65.75.65.44.84.0 6.26.15.96.16.56.66.45.74.8

7.06.76.56.66.97.06.96.35.3 9.28.27.26.96.97.17.06.45.5

13.110.67.86.46.67.17.16.55.4

18.212.87.25.16.06.66.66.05.1

22.314.27.1

23.114.57.2

15.513.16.6

19.722.317.510.46.17.113.019.921.316.49.18.910.45.9

18.220.917.410.15.86.612.218.920.315.58.76.47.25.3

1.41.82.33.14.25.98.410.812.311.28.66.0

1.72.22.83.74.96.89.612.814.413.010.06.8

2.02.73.44.14.85.88.510.514.913.58.35.8

2.63.74.85.86.77.910.012.513.712.39.36.4

3.34.96.57.68.08.49.310.611.19.87.65.4

4.26.58.810.110.09.28.78.78.47.45.74.2

5.28.311.312.912.110.18.47.26.45.44.23.2

6.29.612.914.513.510.78.06.14.73.93.12.4

6.49.813.014.413.010.27.35.23.93.02.41.9

6.88.911.312.411.28.86.34.43.22.41.91.5

3.84.24.35.66.37.69.19.68.76.95.03.62.62.01.51.3 5.26.16.56.36.36.67.17.36.65.34.02.92.21.71.31.1

7.28.38.47.66.66.05.75.34.84.13.22.41.91.51.21.0 9.511.211.19.67.55.84.6

11.814.113.911.58.53.52.0

10.815.815.512.97.5

12.715.315.112.38.6

8.210.910.411.08.6

11.314.014.814.011.3

14.117.819.217.814.1

15.820.421.720.215.7

14.820.020.019.614.4

7.711.015.319.320.117.8

8.011.615.920.021.318.2

7.510.514.117.418.515.8

6.58.811.113.313.912.1

5.66.98.79.910.08.9

2.73.13.33.22.82.31.9 3.84.34.64.33.73.02.3

5.87.07.46.85.44.02.8 9.011.512.510.98.15.53.42.3

12.816.818.415.911.27.24.4

15.319.521.018.413.38.45.0

15.720.221.719.113.78.65.0

13.818.720.717.712.37.84.5

14.518.516.210.24.72.53.26.912.818.017.211.1

17.922.720.112.45.62.93.78.316.222.021.113.9

14.518.716.310.14.72.53.27.013.018.117.111.5

18.920.114.58.33.72.54.510.117.320.918.012.810.26.3

21.022.115.98.23.72.54.610.217.621.218.315.312.77.1

18.015.17.4

23.215.08.3

22.614.27.9

18.312.17.0 2.42.52.42.32.0

13.09.96.64.03.23.23.12.92.6 8.87.55.95.04.54.34.23.83.2

6.86.35.85.65.75.65.44.84.0 6.26.15.96.16.56.66.45.74.8

7.06.76.56.66.97.06.96.35.3 9.28.27.26.96.97.17.06.45.5

13.110.67.86.46.67.17.16.55.4

18.212.87.25.16.06.66.66.05.1

22.314.27.1

23.114.57.2

15.513.16.6

19.722.317.510.46.17.113.019.921.316.49.18.910.45.9

18.220.917.410.15.86.612.218.920.315.58.76.47.25.3

1.41.82.33.14.25.98.410.812.311.28.66.0

1.72.22.83.74.96.89.612.814.413.010.06.8

2.02.73.44.14.85.88.510.514.913.58.35.8

2.63.74.85.86.77.910.012.513.712.39.36.4

3.34.96.57.68.08.49.310.611.19.87.65.4

4.26.58.810.110.09.28.78.78.47.45.74.2

5.28.311.312.912.110.18.47.26.45.44.23.2

6.29.612.914.513.510.78.06.14.73.93.12.4

6.49.813.014.413.010.27.35.23.93.02.41.9

6.88.911.312.411.28.86.34.43.22.41.91.5

3.84.24.35.66.37.69.19.68.76.95.03.62.62.01.51.3 5.26.16.56.36.36.67.17.36.65.34.02.92.21.71.31.1

7.28.38.47.66.66.05.75.34.84.13.22.41.91.51.21.0 9.511.211.19.67.55.84.6

11.814.113.911.58.53.52.0

10.815.815.512.97.5

12.715.315.112.38.6

8.210.910.411.08.6

11.314.014.814.011.3

14.117.819.217.814.1

15.820.421.720.215.7

14.820.020.019.614.4

7.711.015.319.320.117.8

8.011.615.920.021.318.2

7.510.514.117.418.515.8

6.58.811.113.313.912.1

5.66.98.79.910.08.9

2.73.13.33.22.82.31.9 3.84.34.64.33.73.02.3

5.87.07.46.85.44.02.8 9.011.512.510.98.15.53.42.3

12.816.818.415.911.27.24.4

15.319.521.018.413.38.45.0

15.720.221.719.113.78.65.0

13.818.720.717.712.37.84.5

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

Submittal Date100% SCHEMATIC DESIGN06/27/2023
Revision Date
"AS BUILT"
CIVIL ENGINEER DATERCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETSSHEET

ENGINEERING DEPARTMENTCITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIAL

ENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

EM EGRESSPHOTOMETRICSBUILDINGS A & B
1/8" = 1'-0"

KEYNOTES

GENERAL NOTES
06BUILDING B EM EGRESS ROUTE1/8" = 1'-0"
R
EE22215R*STATEEGISTEOFCALIFNIORR*A NGINEE

REDPSOFESIONAL

ALDO GERARDO BACUZZI

ELECTRICAL
3/31/26
256
203
154
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
ASSISTIVE LISTENING.

AV RACK WITH AV J-BOX.

ROOM SCHEDULING PANEL.

WALL MOUNTED CAMERA.

WALL MOUNTED SPEAKER.

CEILING MOUNTED CAMERA.

CEILING MOUNTED MICROPHONE.

CEILING MOUNTED SPEAKER.

DISPLAY BACK-BOX. COORDINATE WITH ARCHITECTURAL DRAWINGS.

CEILING MOUNTED PROJECTOR.

SPEAKER OUT-BELOW DESKTOP.

AV I/O PANEL.

CHASE/CONDUIT TO CEILING SPACE ABOVE SIZE AS SHOWN

XXXXXX-FLOOR BOX, POWER-DATA-AV
XXXXXXX-FLOOR BOXES. POWER-DATA-AV
VIDEO SCREEN UP/DN J-BOX. COORDINATE WITH SCREEN LOCATION.

PROVIDE SCREEN POWER 120V.

1. LOUDSPEAKER SPEAKER CABLE, 70-VOLT DISTRIBUTION, PLENUM RATED 2-CONDUCTOR, 16 AWG, UNSHIELDED PAIR: WEST PENN,
BELDEN OR EQUAL.

2. STADIUM LOUD SPEAKER CABLE SHALL BE 8/2 AWG OR 10 /2 AWG RATED FOR WATER IMMERSION OR AS SPECIFIED : WEST PENN,

BELDEN OR EQUAL

3. LOUDSPEAKER CABLE, PLENUM RATED 2-CONDUCTOR, 12 A WG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL.

4. LOUDSPEAKER CABLE, PLENUM RATED 2-CONDUCTOR, 14 A WG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL.

5. ANALOG MICROPHONE/LINE LEVEL INSTALLATION CABLE, 22 AWG

CONDUCTOR, JACKETED, SHIELDED, TWISTED-PAIR, PLENUM
RATED: WEST PENN, BELDEN OR EQUAL.

6. PRE-TERMINATED HDMI, DVI DISPLAY PORT CABLES: EXT RON, OR EQUAL. (NOTE, CABLES MUST BE RATED FOR HDMI 2.0
SPECIFICATIONS OR BETTER, CAPABLE OF PASSING UHD AND 4K RESOLUTION AT DISTANCES LESS THAN 35' WITHOUT AN ACTIVE EQUALIZER.)

7. DIGITAL VIDEO SWITCHER, EXTRON XTP/DTP 24, OR CRE STRON ULTRA SHIELDED TWISTED PAIR CABLE. . WITH EXTRON OR
CRESTRON ONLY SHIELDED RJ-45 CONNECTORS.

8. CONTROL SYSTEM DEVICE CONTROL (RS232, RELAY OR CO NTACT CLOSURE): (DUAL 22 AWG SHIELDED TWISTED PAIRS WITH

INDIVIDUAL DRAIN WIRES, EACH PAIR IS COLOR-CODED RED/BLACK AND GREEN/WHITE TO SIMPLIFY IDENTIFICATION.) PLENUM RATED:

WEST PENN, BELDEN OR EQUIVALENT.

9. DATA NETWORK: PLENUM-RATED CATEGORY 6, SEE STRUC TURED CABLING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. SERIAL DIGITAL INTERFACE CABLE RG6, 75 OHM COAXIAL CABLE BELDEN 4694R OR EQUAL.

11. FIBER, OM4. MM, 50 MICRON WITH LC CONNECTIONS PER EXTRON OR CRESTRON SPECIFICATIONS. FIBER, SINGLE MODE. PROVIDE CONNECTORS AS SHOWN. PROVIDE PLENUM RATED CABLE FOR
ALL CABLE WHERE REQUIRED BY CODE. PROVIDE CABLE RATED

FOR WATER IMMERSION AS REQUIRED OR AS SPECIFIED

12. ANY CABLE CHANGES OR SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION. NON-COMPLIANT CABLE

THAT HAS BEEN INSTALLED WITHOUT APPROVAL SHALL BE
REPLACED AT THE CONTRACTOR EXPENSE.

1. PROVIDE PORTABLE OR PERMANENT ASSISTIVE LISTENING SYSTEMS BY LISTEN TECHNOLOGIES OR EQUIVALENT AS SPECIFIED HEREIN.

2. SEE SPECIFICATION SECTION XXXXXXX FOR MORE INFORM ATION.

3. ALS SYSTEM SHALL PROVIDE AMPLIFICATION WITHIN A R OOM FOR

INDIVIDUALS WITH NORMAL HEARING AND FOR THOSE WITH MINIMUM TO MILD HEARING LOSS IN 10 TO 25 dB RANGE.

4. THE RECEIVERS SHALL BE ABLE TO AMPLIFY THE SPEAKE R'S VOICE 20 dB ABOVE ROOM NOISE. THEY SHALL HAVE AN AUXILIARY INPUT JACK

TO BROADCAST EXTERNAL SOUNDS FROM AN AUDIBLE DEVICE OR
TELEVISION. THE RECEIVERS SHALL HAVE AN AUXILIARY VOLUME

CONTROL TO CONTROL THE SOUND LEVEL OF INPUT RECEIVED FROM EXTERNAL SOURCES. THE UNITS SHALL HAVE AN FM VOLUME

CONTROL TO ALLOW FOR ADJUSTMENT OF THE SOUND LEVEL OF THE FM SIGNAL RECEIVED FROM THE WIRELESS TRANSMITTER. THE

RECEIVER MUST HAVE A TONE CONTROL TO ADJUST THE FREQUENCY RESPONSE FOR A VARIETY OF USERS AND LISTENING ENVIRONMENTS.

THEY SHALL HAVE COLOR-CODED SPEAKER OUTPUT TERMINALS AND MUST BE CAPABLE OF RECEIVING ANY OF 40 FCC AND INDUSTRY CANADA APPROVED NARROW BAND CHANNEL IN THE 72 TO 76 MHz RANGE.

5. PROVIDE TRANSMITTERS AND RECEIVERS WITH RECHARGEA BLE BATTERIES.

6. LISTENING ACCESSORIES AND CHARGING UNITS EQUAL TO 4% OF THE

TOTAL SEATING OF ALL CLASSROOMS BUT NO LESS THAN A QUANTITY OF TWO PER CLASSROOM, LA-323 OR LA-325 AS REQUIRED. 25% OF ALL RECEIVERS TO BE HEARING AID COMPATIBLE. REFER TO
ARCHITECTURAL FLOOR PLANS FOR MINIMUM OCCUPANCY SEATING.

NUMBER OF TRANSMITTERS SHALL ACCOMMODATE REQUIRED
NUMBER OF RECEIVERS.

SOUND BAR - UNDER DISPLAY - OPTIONS: INTERNAL MICROPHONE AND/OR CAMERA

AUDIO VIDEO INPUT-OUTPUT PANEL
WALL MOUNTED PROJECTOR.

ANTENNA. ALS / RF MIC

WALL MICROPHONE PANEL

DAKTRONICS I/O PANEL
C
M
SP
AL
RK
RS
C
SP
DIS
SO
I/O
SB
AV
ANT
MIC
DAK
SS

1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT. JUNCTION BOXES,

CABLE TRAYS, COVER PLATES, PULL STRING, ENCLOSURES, FLOOR BOXES,

POWER RECEPTACLES AND POWER CONNECTIONS IDENTIFIED IN THESE DRAWINGS AND SPECIFICATIONS. UNLESS OTHERWISE NOTED.

2. ALL JUNCTION BOXES IN WALLS AND CEILINGS SHALL BE FLUSH MOUNTED.

CONDUITS SHALL BE CONCEALED UNLESS OTHERWISE NOTED.

3. ALL AUDIO-VISUAL CONDUIT RUNS SHALL BE CONTINUOUS FROM END TO END. NO CONDUIT RUNS SHALL EXCEED 100 FEET. ALL CONDUIT RUNS EXCEEDING 100 FEET MUST HAVE LARGE RADIUS BENDS. TOTAL BENDS PER RUN IS 360 DEGREES.

4. GENERAL CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPO RT FOR

MOUNTING OF AUDIO-VISUAL EQUIPMENT PROVIDED BY OTHERS AT LOCATIONS DESIGNATED IN THESE DRAWINGS. THIS SHALL INCLUDE, BUT

NOT BE LIMITED TO, BLOCKING FOR WALL MOUNTED DEVICES AND

OVERHEAD SUPPORT FOR CEILING MOUNTED PROJECTORS AND
PROJECTION SCREENS.

5. REFER TO ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR SUPPORT DETAILS AND REQUIREMENTS.

6. DIMENSIONS ARE INDICATED ON AUDIOVISUAL DRAWINGS WHERE CRITICAL TO THE INSTALLATION AND PERFORMANCE OF THE AUDIOVISUAL DEVICES.

WHERE INFORMATION AND REQUIREMENTS CONFLICT WITH SPECIFICATIONS

AND DESIGNS DELINEATED ELSEWHERE, THE GENERAL CONTRACTOR SHALL

IMMEDIATELY BRING SUCH CONFLICTS TO THE ATTENTION OF THE ARCHITECT.

7. THE ARCHITECTURAL, FURNITURE AND FINISH CONFIGURA TIONS ILLUSTRATED ON THE AUDIOVISUAL DRAWINGS ARE FOR REFERENCE ONLY.

REFER TO THE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS AND REQUIREMENTS.

8. ALL EQUIPMENT INSTALLATION AND MOUNTING DETAILS P ROVIDED IN THE AUDIO-VISUAL DRAWINGS ARE FOR REFERENCE ONLY. REFER TO

ARCHITECTURAL AND ENGINEERING DRAWINGS FOR SPECIFIC
REQUIREMENTS.

9. DATA/COMMUNICATION OUTLETS AND POWER OUTLETS ARE SHOWN FOR REFERENCE ONLY. REFER TO THE TELECOMMUNICATION DRAWINGS FOR

EXACT LOCATION OF THE DATA/COMMUNICATION OUTLETS AND TO THE

ELECTRICAL DRAWINGS FOR THE EXACT LOCATION OF THE POWER RECEPTACLES.

10. CEILING MOUNTED SPEAKER ENCLOSURES SHALL BE SUPPORTED FROM OVERHEAD STRUCTURE. DO NOT HANG SPEAKER ENCLOSURES FROM FINISHED CEILING.

11. GENERAL CONTRACTOR SHALL PROVIDE PULL STRINGS IN ALL CONDUIT SPECIFIED IN AUDIO-VISUAL DRAWINGS. GENERAL CONTRACTOR SHALL

LABEL ALL AUDIO-VISUAL JUNCTION BOXES WITH DESIGNATED BOX ID NUMBER (E.G., AV100).

12. GENERAL CONTRACTOR SHALL PROVIDE BLANK COVER PLATES AT ALL AUDIO-VISUAL JUNCTION BOXES. VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL AUDIOVISUAL JUNCTION BOXES AND DEVICES WITH ARCHITECT.

13. SOME JUNCTION BOXES AND ENCLOSURES SPECIFIED IN AUDIO-VISUAL DRAWINGS MAY BE DEEPER THAN STANDARD WALL DEPTH. COORDINATE

WITH MANUFACTURER AND/OR ARCHITECT TO VERIFY INSTALLATION REQUIREMENTS AND DETAILING.

14. WHERE SPECIFIED, LOW VOLTAGE CONTROL INTERFACE ELECTRONICS

SHALL BE PROVIDED TO ENABLE OPERATION OF LINE VOLTAGE DEVICES (E.G., PROJECTION SCREENS, LIGHTING, WINDOW COVERINGS) VIA THE AUDIO=VISUAL CONTROL SYSTEM. PROVIDE SERIAL DIGITAL (E.G., RS232)

INTERFACE CONTROL WHERE AVAILABLE WHERE MORE THAN ONE CONDUIT

TERMINATES IN A JUNCTION BOX THE ELECTRICAL CONTRACTOR SHALL

LABEL EACH CONDUIT IN A MANNER ALLOWING IDENTIFICATION OF CONDUITS AFTER WALL FINISHES ARE APPLIED.

15. AUDIO-VISUAL INFRASTRUCTURE DIAGRAM IDENTIFY SIGNAL CABLE CONTAINMENT REQUIREMENTS ONLY. AUDIOVISUAL CABLING AND SPECIALTY CONNECTOR PLATES ARE BY AUDIO-VISUAL CONTRACTOR.

16. ALL CONDUITS SPECIFIED SHALL BE EMT OR RIGID TYPE. FLEXIBLE CONDUITS MAY BE USED IN RUNS OF 72" OR LESS. FLEXIBLE CONDUITS SHALL NOT BE

ALLOWED WHERE ACCESS CANNOT BE PROVIDED TO THE FULL LENGTH OF THE CONDUIT RUN.

17. GENERAL CONTRACTOR TO INSTALL PROJECTION SCREEN HOUSING FOR ALL FUTURE PROJECTION SCREEN LOCATIONS. U.O.N.

18. DEVICE MOUNTING HEIGHT IS TO THE CENTER, UON.

19. POWER RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TO

THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUT AND
CIRCUITING.

20. WHERE SHOWN A TECHNICAL GROUND IS REQUIRED (TGS). PROVIDE AN

INSULATED GROUND CONDUCTOR ISOLATED FROM THE BACK BOX/CONDUIT SYSTEM. THIS GROUND CONDUCTOR WILL ONLY BE TERMINATED AT THE ELECTRICAL PANEL'S DEDICATED TGS GROUND BUSS. NO OTHER GROUNDS SHALL BE TERMINATED AT THIS TGS GROUND BUSS. LABEL TGS RECEPTACLE WITH THE TGS DESIGNATION AND CIRCUIT NUMBER.

GENERAL NOTES

PATHWAYS AND GENERAL NOTES ASSISTIVE LISTENING SYSTEMS

AV SYSTEM WIRE TYPES

GENERAL SYMBOLS

NOT ALL

SYMBOLS MAY

BE USED SHEET INDEX
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

AUDIO VISUAL

SYMBOLS AND

LEGENDS
AV0.01
Checker
MONROE ST. POOL REPLACEMENT

AUDIO VISUAL SYMBOLS AND LEGENDS

SHEET INDEX
AV0.01 AUDIO VISUAL SYMBOLS AND LEGENDS
AV0.03 AUDIO VISUAL SITE PLAN
AV1.02 AUDIO VISUAL OVERALL FLOOR PLAN
AV5.02 AUDIO VISUAL DETAILS - 1
AV4.01 AUDIO VISUAL ONE LINE DIGRAM
AV3.01 AUDIO VISUAL ELEVATIONS
256
203
155
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

COMPACT

COMPACT
N S - 7 2 8 . 9 3 9 8 8 4

R E V IT CO N T R O L P O IN T E W -
2 2 7 7 . 7 3 1 5 1 7 E le v - 0 ' -0 "
NO

PARKING
EV

CHARGING
ONLY

NO PARKING NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T

EV CHARGING ONLY

EV CHARGING ONLY
R
T
R
T

COMPACT

COMPACT
N S - 2 4 0 6 2 7 0 2 . 7 0 7 2 9 5

R E V IT CO N T R O L P O IN T E W -
7 4 7 7 8 5 0 1 . 9 9 4 5 0 9 E le v - 0 ' -0 "
NO

PARKING
EV

CHARGING
ONLY

NO PARKING NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
MIN. 8" FROM BACK

OF PEDESTAL TO EOP

EV CHARGING ONLY

EV CHARGING ONLY
R
T
R
T
C
C
CAV D
SSSS

S S S S

AV DAV BAV B AV B
S
S
S S
S
AV3.01 1

4.107

4.102 4.102

4.112

4.114

4.106

4.108

4.113
A

EXISTING

BUILDING POOL
B
NEW

BUILDING
NEW

ADDITION
N

PROJECT NORTH
N

TRUE NORTH

NEW CANTILEVER

TUBE STEEL SHADE

STRUCTURE,

WITH SOLAR
THERMAL*

4.101
GENERAL NOTES:

COMMUNICATIONS PATHWAYS

1. CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTION S LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE.

2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAP E RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END.

3. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER.

4. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUD E THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE.

5. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS.

6. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUN ICATIONS

CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER.

7. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INST ALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN

WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTER ING

AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF
COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS.

8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C.

PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT

RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE

ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED.

PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING:

FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - LATEST PUBLISHED EDITION.

9. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPP OSITE THE WALL ENTERED.

10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL EL ECTRICAL SPECIFICATIONS.

11. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT M ECHANICAL

SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSE WHERE IN THE DRAWINGS AND SPECIFICATIONS.

CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER

SIZE ADDITIONAL CONDUIT
1" 4" 16" 3" 2"
2" 8" 36" 4" 5"
3" 12" 48" 5" 6"
4" 15" 60" 8" 8"
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

AUDIO VISUAL SITE
PLAN
AV0.03
Checker
MONROE ST. POOL REPLACEMENT

AUDIO VISUAL SITE PLAN
1" = 20' -0"
AV0.03 1TECHNOLOGY SITE PLAN - AV

KEYNOTES

4.101 WALL MOUNTED SPEAKER. + 10' 10" AFF

4.102 POLE MOUNTED SPEAKER. PROVIDE 2 GANG BACK BOX AND 1.25" CONDUIT TO AUDIO SYSTEM RACK BACKBOX. + 14'. COORDINATE THIS BACK BOX AND CONDUIT RUN WITH THE LIGHT POLE MANUFACTURER.

4.106 AUDIO SYSTEM BLUETOOTH INPUT, SHARE BACK BOX W ITH

MICROPHONE INPUT

4.107 AUDIO SYSTEM MICROPHONE INPUT. PROVIDE 4 GANG BACK BOX MOUNTED AT + 44" TO CENTER OF BACK BOX AFF AND 1" CONDUIT TO

AUDIO SYSTEM RACK BACKBOX

4.108 AUDIO SYSTEM WIRELESS MICROPHONE ANTENNA. PROV IDE 1 GANG BACK BOX MOUNTED AT + 10' 10" AFF AND 1" CONDUIT TO AUDIO

SYSTEM RACK BACKBOX

4.112 SHADE STRUCTURE MOUNTED SPEAKER. PROVIDE 1 GAN G BACK BOX AT THE CANOPIES EDGE AND 1" CONDUIT TO AUDIO SYSTEM RACK

BACKBOX

4.113 ALS ANTENNA. PROVIDE 1 GANG BACK BOX +10' 10" AND 1" CONDUIT TO AUDIO SYSTEM RACK.

4.114 WALL MOUNTED SPEAKER BACKBOX. PROVIDE 2 GANG BACK BOX AND

1.25" CONDUIT TO AUDIO SYSTEM RACK BACKBOX. +10' 10" AFF 256
203
156
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
TV
TV
TP
AV J
C
S
1 A
2 BC
3 4
5 6
7 D
F E

4.116

4.109

4.105

4.116

4.115

4.104

4.117

4.103
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
3/32" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

AUDIO VISUAL

OVERALL FLOOR
PLAN
AV1.02
Checker
MONROE ST. POOL REPLACEMENT

AUDIO VISUAL OVERALL FLOOR PLAN

KEYPLAN
A
B
3/32" = 1' -0"
AV1.02 1TECHNOLOGY OVERALL FLOOR PLAN - AV

KEYNOTES

4.103 CEILING MOUNTED SPEAKER. PROVIDE 1" CONDUIT TO AUDIO SYSTEM RACK BACKBOX. IF VOLUME CONTROL IS IN THE ROOM
PROVIDE 1" CONDUIT TO VOLUME CONTROL. DAISY CHAIN LOCAL SPEAKERS TOGETHER.

4.104 AUDIO SYSTEM EQUIPMENT RACK. LOCATION TO BE DE TERMINED

4.105 AUDIO SYSTEM TOUCH PANEL CONTROLLER. PROVIDE 2 GANG BACK BOX +44" TO CENTER OF BACK BOX AND 1" CONDUIT TO

AUDIO SYSTEM RACK BACKBOX

4.109 AUDIO SYSTEM RACK BACK BOX. PROVIDE 14" X 14" X 4" J-BOX. +38".

4.115 60" FLAT PANEL DISPLAY

4.116 DISPLAY BACK BOX FSR

4.117 LOGITECH MEETUP VIDEO CONFERENCING BAR
256
203
157
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

4.107 4.108 4.113 4.108
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

AUDIO VISUAL

ELEVATIONS
AV3.01
Checker
MONROE ST. POOL REPLACEMENT

AUDIO VISUAL ELEVATIONS
SCALE: 1/8" = 1'-0" 1 AV Building 1 and 2 - Elevation

KEYNOTES

4.107 AUDIO SYSTEM MICROPHONE INPUT. PROVIDE 4 GANG BACK BOX MOUNTED AT + 44" TO CENTER OF BACK BOX AFF AND 1" CONDUIT

TO AUDIO SYSTEM RACK BACKBOX

4.108 AUDIO SYSTEM WIRELESS MICROPHONE ANTENNA. PROV IDE 1 GANG BACK BOX MOUNTED AT + 10' 10" AFF AND 1" CONDUIT TO

AUDIO SYSTEM RACK BACKBOX

4.113 ALS ANTENNA. PROVIDE 1 GANG BACK BOX +10' 10" A ND 1" CONDUIT TO AUDIO SYSTEM RACK.
256
203
158
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
INPUT 1
INPUT 2
INPUT 3
INPUT 4
INPUT 5
INPUT 6
INPUT 7
INPUT 8
POWER
OUTPUT 1
OUTPUT 2
OUTPUT 3
OUTPUT 4
OUTPUT 5
OUTPUT 6
OUTPUT 7
OUTPUT 8
QSC
CORE 110 F

AV RACK
FLEX 1
FLEX 2
FLEX 3
FLEX 4
FLEX 5
FLEX 6
FLEX 7
FLEX 8
TELEPHONE IN RJ 45
RS232
LAN B RJ 45
LAN A RJ 45

GP I/O IN
1-16

GP I/O OUT
1-16

LATCHING PAIR

FROM FIRE ALARM

PANEL TO MUTE

LATCHING PAIR

FROM SCHOOL

PAGING-MUTE
P8 P8
X02
PUSH
X02
P anelC rafters 4 gang P anelC rafters 4 gang
X02
PUSH
X02
P8 P8
X02
PUSH
X02
P anelC rafters 4 gang P anelC rafters 4 gang
X02
PUSH
X02
RF-1
RF-2
RF-1
RF-2

LINE-X LINE/MINI-X
RDL TX-J2
MIC-X

LINE-X LINE/MINI-X
RDL TX-J2
MIC-X
U L X D 2
on
QSC CDX4.5Q

AUDIO AMPLIFIER

AUDIO RACK
IN OUT
CH 1
CH 2
CH 3
CH 4
POWER
CH 1
CH 2
CH 3
CH 4

NETWORK
QSC 302V

AUDIO AMPLIFIER

AUDIO RACK
IN OUT
CH 1
CH 2
POWER
CH 1
CH 2
LISTEN LS-54-216

AUDIO RACK

AUDIO IN ANTENNA-A

AUDIO RACK LIFEGUARD/FIRST AID

SHIELDED PAIR
CAT6
QSC NS NS-1108P

NETWORK SWITCH

AV RACK
PORT 1
PORT 2
PORT 3
PORT 4
PORT 5
PORT 6
PORT 7
PORT 8
SONANCE PS-C63RT

CEILING SPEAKER

CEILING

MOUNTED
LOWELL

VOLUME CONTROL
WALL

MOUNTED

IN OUT IN OUT
OFFICE
SONANCE PS-C63RT

CEILING SPEAKER

CEILING

MOUNTED
IN OUT
RESTROOMS-2
SONANCE PS-C63RT

CEILING SPEAKER

CEILING

MOUNTED
IN OUT
R.5-96

SPEAKER-NEAR

BUILDING

MOUNTED
IN 8-OHMS
OUT
R.5-96

SPEAKER-NEAR

BUILDING

MOUNTED
IN 8-OHMS
OUT
R.5-96

SPEAKER-NEAR
POLE

MOUNTED
IN 8-OHMS
OUT
R.5-96

SPEAKER-NEAR
POLE

MOUNTED
IN 8-OHMS
OUT
R.5-96

SPEAKER-NEAR
POLE

MOUNTED
IN 8-OHMS
OUT
R.5-96

SPEAKER-NEAR
POLE

MOUNTED
IN 8-OHMS
OUT

POOL AREA - MOUNTED ON THE BUILDING

POOL AREA - MOUNTED ON THE LIGHTING
POLES
SHURE ULXD4D

WIRELESS MIC RECEIVER

AUDIO RACK

AUDIO OUT ANTENNA-A

ANTENNA-B

AUDIO OUT
RDL TX-TPR1A

FORMAT A RECIEVER

AV RACK
RCA-1
BALLANCED OUT-1
RJ-45
24VDC POWER
RJ-45 - BLUETOOTH
MIC X

LINE IN
RJ-45 - BLUETOOTH
MIC X

LINE IN
RDL TX-TPR1A

FORMAT A RECIEVER

AV RACK
RCA-1
BALLANCED OUT-1
RJ-45
24VDC POWER

BUILDING EXTERIOR AV I/O

OFFICE AV I/O
QSC TSC-116-G2

TOUCH PANEL AUDIO CONTROL
OFFICE

WALL MOUNTED

NETWORK

BUILDING EXTERIOR

WINEGARD - FLATWAVE AIR

OUTDOOR ANTENNA

BUILDING EXTERIOR

ANTENNA

WINEGARD - FLATWAVE AIR

OUTDOOR ANTENNA

BUILDING EXTERIOR

ALS ANTENNA
LISTEN LA-122

BUILDING EXTERIOR

ANTENNA-A
RG-8
RG-8
RG-8
IN OUT

BLEACHER CANOPY MOUNTED
SONANCEPS-S53T

SPEAKER

SURFACE

MOUNTED
IN OUT
SONANCEPS-S53T

SPEAKER

SURFACE

MOUNTED
IN OUT

BLEACHER CANOPY MOUNTED
SONANCEPS-S53T

SPEAKER

SURFACE

MOUNTED
IN OUT
SONANCEPS-S53T

SPEAKER

SURFACE

MOUNTED
14/2
12/2
12/2
14/2
14/2
14/2
RDL DB-BT1A
RDL DB-BT1A
RDL
PAIR
RDL
PAIR
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
12" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

AUDIO VISUAL ONE

LINE DIGRAM
AV4.01
Checker
MONROE ST. POOL REPLACEMENT

AUDIO VISUAL ONE LINE DIGRAM
SCALE: 12" = 1'-0" 1 AV ONE LINE
256
203
159
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
P8 P8
X02
PUSH
X02
P ane lCra fters 4 gang P ane lCra fters 4 gang
X02
PUSH
X02
P anelCrafte rs 1 gang P anelCrafte rs 1 gang P anelCrafte rs 1 gang P anelCrafte rs 1 gang B3 B3
P anelCrafte rs 1 gang P anelCrafte rs 1 gang
B3 B3
S 3

LI EC H TE NS T EI N
S 3

REVISIONS

REV DESCRIPTION BY DATE
A INITIAL RELEASE SS 06-DEC-2021
3 1

TOUCH PANEL CONTROLLER-WALL MOUNTED
SCALE: NS
4 WALL MOUNTED COMMUNITY SPEAKER
SCALE: NS
2 AV PANELS
SCALE: NS

SPEAKER ALS RF MIC

NEUTRIK WATERTIGHT CONNECTOR WATERTIGHT CONNECTORS WATERTIGHT COVER FOR

OUTDOOR PANEL

1. WEIGHT LIMIT = 35 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER.

SPEAKER WEIGHT= 23 LBS.

2. PROVIDE (3)
3/8" CONCRETE SCREWS WITH ICC ERS RATED ANCHOR FOR CMU APPLICATIONS. AT EACH BRACKET.

SPEAKER J-BOX
5 CEILING SPEAKER MOUNTING DETAIL
SCALE: NS
3 BLEACHER CANOPY SPEAKER ATTACHMENT
SCALE: NS
6 LIGHT POLE SPEAKER ATTACHMENT
SCALE: NS

1. WEIGHT LIMIT = 10 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER.

SPEAKER WEIGHT= 9LBS.

2. ATTACH TO STEEL STRUCTURE WITH HEX SELF DRILL 12-24 X 7/8 #4 SCREW. (4) PER SPEAKER
COMMUNITY PMB-1RR

SPEAKER BRACKET COMMUNITY SPEAKER
NOTE:EXAMPLE ONLY

FINISHED FLOOR
14'

COORDINATE CABLE PATHWAY AND SPEAKER ATTACHMENT

BRACKET WITH LIGHT POLE INSTALLER AND MANUFACTURER
FRONT ISOMETRIC VIEW 9.82

6.21 0.65

TOP VIEW

FRONT VIEW SIDE VIEW REAR VIEW LINE-X LINE/MINI-X
RDL TX-J2
MIC-X

SPEAKER WITH TILE BRIDGE OR PRE-CONSTRUCTION RING AND GRILL 12 GAUGE CEILING WIRE

ATTACH TO SPEAKER AND HILTI CEILING CLIP
.157 ROUND X 3/4" MINIMUM EMBED SHOT-IN HILTI

X-U FASTENER

DECK - SLAB

1. WEIGHT LIMIT = 20 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER.

SPEAKER GRILL
PRE-CONSTRUCTION MUD RING.

ATTACH TO RAFTERS WITH (4) S.M.S

1. WEIGHT LIMIT = 20 LBS INCLUDING MOUNT, HARDWARE AND SPEAKER.

L 1.5"X1.5" 12 GA X 2" CLIP WITH (2) #12 S.M.S

METAL DECK
4 TURNS AT HANGER
WIRE TYP.
12 GAUGE CEILING WIRE
R D L
PAIR
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

REVISION DESCRIPTION
EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
3/4" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

AUDIO VISUAL
DETAILS - 1
AV5.02
Checker
MONROE ST. POOL REPLACEMENT
AUDIO VISUAL DETAILS - 1
SCALE: 3/4" = 1'-0" 1 AV DETAILS
256
203
160
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

GENERAL NOTES

APPLIES TO ALL SHEETS

IN THIS SET ABBREVIATIONS
NOT ALL ABBREV.

MAY BE USED
THREE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN.

SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION.

SINGLE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN.

SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION.

TWO SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN.

SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION.

FLOOR BOX/SPECIALTY WALL BOX/IN -GRADE BOX SYMBOLS GROUND GRD

MERCURY VAPOR

PERCENT IMPEDANCE

NOT TO SCALE

NATIONAL ELECTRICAL

MINIMUM CIRCUIT AMPS

MOTOR CIRCUIT PROTECTOR

NON AUTOMATIC DISCONNECT

MANUFACTURER

THOUSAND CIRCULAR MILS

MOTOR CONTROL CENTER

METAL HALIDE

NORMALLY OPENED

NORMALLY CLOSED

NOT IN CONTRACT

OWNER FURNISHED, CONTRACTOR
%Z
N.T.S.

OFCI
NL
NO. or #
PC
PH. or ø
NUMBER
PHASE

PHOTOCELL

NIGHT LIGHT
NEMA
MCA
MIN.

MCP
MCC
MCM
NEC
MTD
MW
MFR.

MH
NO
NC
NF
NIC

MOUNTED

MICROWAVE

NON -FUSED

MINIMUM

MECHANICAL CONTRACTOR

MAXIMUM OVERCURRENT PROTECTION

KILOWATT HOUR

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT PROTECTION

GROUNDING ELECTRODE CONDUCTOR

HEATING AIR CONDITIONING

LONG CONTINUOUS LOAD

KILOVOLT AMPERES

HIGH PRESSURE SODIUM

ISOLATED GROUND

JUNCTION BOX

DEGREE KELVIN

HIGH INTENSITY DISCHARGE

HEIGHT, WIDTH, DEPTH, LENGTH

HAND -OFF -AUTO

HORSEPOWER

LOW PRESSURE SODIUM

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

HEATING, VENTILATING AND AIR
M.C.

MOCP
M/M
M
KWH
LCL
KW
KVA
LPS
MAX.

MCB
MV
MLO

MAXIMUM

METER MAIN
METER

KILOWATT
GFCI
GFP
GE or GEC
HACR
HOA
HVAC
H.,W.,D.,L.

HPS
HP
HID
I/G
JBOX
K
IN. or '' INCHES

AVERAGE AVG

CURRENT TRANSFORMER

CURRENT LIMITING FUSE

CONTROL POWER TRANSFORMER

CONDUIT ONLY, COMPLETE WITH

CIRCUIT BREAKER

COMBINATION SMOKE FIRE DAMPER

CURRENT LIMITING CIRCUIT BREAKER

DISTRIBUTION

ENERGY MANAGEMENT CONTROL SYSTEM

ELECTRICAL METALLIC TUBING

ELECTRIC WATER COOLER

ELECTRICAL NON -METALLIC TUBING

ELECTRICAL CONTRACTOR

EMERGENCY POWER OFF

END -OF -LINE CIRCUIT TERMINATOR

EQUIPMENT GROUND (GREEN)

EXISTING DEVICE TO REMAIN

EXPLOSION PROOF

FULL LOAD AMPS

EXHAUST FAN
DIST
EMS
EMT
ENT
EWC
E.C.

E.P.O.

E-O-L
(E)
EGC or EG or E/G
EP
FA or F.A.

FLA
FT or '
EF
FEET

FIRE ALARM
C
C.O.

BR
BLDG
CB
CIRC., CKT.

CSFD
DIA
CT
CLF
CPT
CLCB
DISC

CONN CONNECTED

DIAMETER

DISCONNECT

CONDUIT

BUILDING

CIRCUIT
BRANCH

AMERICAN WITH DISABILITIES ACT
4" SQUARE BY 2 -1/8" DEEP BOX

ABOVE FINISH FLOOR

AMPERES INTERRUPTING CAPACITY

AMERICAN WIRE GAUGE

AMP FRAME, AMP TRIP

AMP SWITCH, AMP FUSE

AUTOMATIC TRANSFER SWITCH

ABOVE FINISH GRADE
A.F.F.
4S/DP
ADA
AS/AF
AF/AT
A.I.C. or AIC
AMP, A
AWG
ATS
A.F.G.

AMPERE
NATS

NATIONAL ELECTRICAL CODE

AUTHORITY HAVING JURISDICTION AHJ

CEC CALIFORNIA ELECTRICAL CODE

INTERMEDIATE DISTRIBUTION FRAME IDF

MAIN DISTRIBUTION FRAME MDF

BDF BUILDING DISTRIBUTION FRAME

THOUSAND CIRCULAR MILS KCMIL
(SYMMETRICAL)

CONDITIONING

MANUFACTURER'S ASSOCIATION

INSTALLED

PULLSTRING

REFRIGERATION
(ER) EXISTING DEVICE TO BE RELOCATED
(D) EXISTING DEVICE TO BE DEMOLISHED

CBC CALIFORNIA BUILDING CODE

LIGHTING LTG, LTS
LINEAR FEET LF, L.F.

INTERNATIONAL BUILDING CODE IBC

BJ BONDING JUMPER

MAIN BONDING JUMPER MBJ
DIMMING PANEL CONTROL STATION D.P.C.S.

INTEGRATED DIMMING CONTROL PANEL I.D.C.S.

AVAILABLE FAULT CURRENT A.F.C. or AFC

DISTRIBUTED ANTENNA SYSTEM DAS

LOW VOLTAGE LV
TELECOMMUNICATIONS PATHWAYS AND GENERAL NOTES:

CONTRACTOR FURNISHED, CONTRACTOR CFCI

INSTALLED

OWNER FURNISHED, OWNER OFOI

INSTALLED
FLUSH IN GRADE PULLBOX, SIZED PER N.E.C. OR AS NOTED.

CONDUIT/PATHWAY/BACKBOARD SYMBOLS
CONCEALED TELEPHONE/DATA CONDUIT RUN, 1 -INCH CONDUIT (MIN) OR AS NOTED ON PLANS. SEE TABLE BELOW FOR CONDUIT SIZE VARIATIONS.

T4 = 2" C. T3 = 1 -1/2" C. T2 = 1 -1/4" C.

SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED.

PAINTED TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO TELECOM SYSTEM GROUND DETAIL.

TELECOM GROUND BUS BAR, REFER TO TELECOM SYSTEM GROUND DETAIL AND SPECIFICATIONS.

CONCEALED CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON PLANS

CONDUIT CONCEALED BELOW GRADE, SIZE AS NOTED ON PLANS

CONDUIT STUB OUT, PROVIDE A BUSHING ON BOTH ENDS

CONDUIT CONTINUATION

CONDUIT CONTINUATION DOWN WALL TO FLOOR BELOW

CONDUIT CONTINUATION UP WALL TO FLOOR ABOVE
T

10. 7.

6. 5.

4. 3.

2. 1. CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX.

SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE.

CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END.

CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2 -INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2 -INCHES IN DIAMETER.

TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3 -INCHES ABOVE THE FLOOR SURFACE.

INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS.

FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER.

ALL UNDER SLAB OR IN -SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE

GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS P REVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE

ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS.

ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI -TIA -569 -C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR

OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE

ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING:

11. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS.

12. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED.

PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH

UNDERGROUND BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS.

13. WHERE OPEN CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE SURFACE MOUNTED RACEWAY (CONDUIT). PROVIDE ALL SURFACE MOUNTED RACEWAY, CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE

AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA.

14. WHERE INACCESSIBLE CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE CONDUIT RACEWAY. PROVIDE ALL CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS

INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA.

9. 8.

ALL PULL BOXES INSTALLED ON TOP OF ROOFS OR ATTACHED TO CANOPIES SHALL BE RATED NEMA -3R OR NEMA -4. PROVIDE QUANTITY AND SIZE OF PULL BOXES AS REQUIRED TO COMPLY WITH THESE GENERAL PATHWAY NOTES. PAINT BOXES TO MATCH SURROUNDING SURFACES.

ALL CONDUITS INSTALLED ON EXTERIOR OF BUILDINGS AND CANOPIES SHALL BE GALVANIZED.

PAINT ALL CONDUITS TO MATCH SURROUNDING SURFACES.

15. ALL CONDUITS EXPOSED TO VIEW (I.E.: OPEN CEILING SPACES) SHALL BE PAINTED TO MATCH SURROUNDING SURFACES. CONDUITS INSTALLED ABOVE HARD CEILINGS OR INACCESSIBLE CEILINGS ARE EXEMPT FROM PAINTING.

16. 17.

PROVIDE SOUND STOP MATERIAL FOR ALL CONDUIT PENETRATIONS IN SOUND RATED WALL ASSEMBLIES.

ELECTRICAL CONTRACTOR SHALL REFERENCE ALL E -SERIES, T -SERIES AND AV -SERIES SHEETS FOR ADDITIONAL CONDUIT REQUIREMENTS.

PROVIDE ANY AND ALL CONDUIT SLEEVES AS MAY BE REQUIRED WHENEVER LOW VOLTAGE

CONDUCTORS PASS THROUGH AN INTERIOR OR EXTERIOR WALL, FLOOR, OR ANY STRUCTURAL ASSEMBLY. PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES PER THE NEC AND ELECTRICAL SPECIFICATIONS.

18. 19.

POR PB
1"
2"
3"
4"
4"
8"
12"
15"
16"
36"
48"
60"
3"
4"
5"
8"
2"
5"
6"
8"
FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA 569 C TABLE 12. LATEST PUBLISHED EDITION.

CONDUIT
SIZE

LENGTH DEPTH WIDTH WIDTH INCREASE PER

ADDITIONAL CONDUIT

GENERAL

NOT ALL SYMBOLS

MAY BE USED

AUDIOVISUAL SYSTEMS

NOT ALL SYMBOLS

MAY BE USED

SECURITY SYSTEMS

NOT ALL SYMBOLS

MAY BE USED
S2
S1
KP
SPS
MD
DC
SETC
WAP
WAP
PATC
CC
SA

DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING.

COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL.

CCTV FIXED POSITION CAMERA WITH CAT -6 DATA CABLE - SEE SPECIFICATIONS AND CAMERA SCHEDULE.

CCTV SYSTEM CONDUIT WITH CONDUCTORS PER CCTV SYSTEM RISER DIAGRAM AND/OR SPECIFICATIONS.

DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING.

COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING.

DATA OUTLET BOX, WALL MOUNTED 6 -INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING.

COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED 6 -INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING.

INTERIOR WIRELESS ACCESS POINT OUTLET DATA OUTLET(S) AND 1" CONDUIT WITH

CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON THE FLOOR PLANS. WHEN INSTALLED AT ACCESSIBLE CEILING TILE LOCATIONS, PROVIDE WAP OUTLET

ABOVE ACCESSIBLE CEILING TILE AND MOUNTED TO THREADED ROD ATTACHED TO STRUCTURE ABOVE. REFER TO FACEPLATE DETAILS FOR ADDITIONAL INFORMATION. WAP ELECTRONICS AND ANTENNA ARE CFCI.

FLUSH WALL MOUNTED PUBLIC ADDRESS SPEAKER WITH BACKBOX, BAFFLE, CONDUCTORS, AND 3/4"C STUB TO ACCESSIBLE CEILING PER SPECIFICATIONS.

FLUSH CEILING MOUNTED PUBLIC ADDRESS SPEAKER WITH BACKBOX AND CONDUCTORS PER SPECIFICATIONS.

FLUSH WALL MOUNTED CLOCK WITH BACKBOX AND 3/4"C TO PA TERMINAL CABINET WITH CONDUCTORS PER SPECIFICATIONS.

EXTERIOR WIRELESS ACCESS POINT OUTLET DATA OUTLET(S) WITH FLUSH 4S DEEP BOX, WEATHERPROOF BLANK PLATE, AND 1" CONDUIT WITH CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON THE FLOOR PLANS. REFER TO FACEPLATE DETAILS FOR ADDITIONAL INFORMATION. WAP ELECTRONICS AND ANTENNA ARE CFCI.

SECURITY SYSTEM TERMINAL CABINET POWER SUPPLY. SEE SPECIFICATIONS.

SECURITY ALARM CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR - SEE SPECIFICATIONS.

RECESSED SECURITY ALARM DOOR CONTACT - SEE SPECIFICATIONS.

SECURITY ALARM KEY PAD - SEE SPECIFICATIONS.

CONCEALED SECURITY ALARM CONDUIT RUN, 3/4 -INCH CONDUIT (MIN). SEE TABLE BELOW FOR CONDUIT SIZE VARIATIONS:

SA4 = 2" C. SA3 = 1 -1/2" C. SA1 = 1" C. SA2 = 1 -1/4" C. SA = 3/4" C.

SECURITY SYSTEM TERMINAL CABINET COMPLETE. SEE SPECIFICATIONS.

PA / CLOCK SYSTEM TERMINAL CABINET COMPLETE. SEE SPECIFICATIONS.

WP
CEILING MOUNTED - CCTV FIXED POSITION CAMERA WITH CAT -6 DATA CABLE - SEE SPECIFICATIONS AND CAMERA SCHEDULE.

CR WALL MOUNTED CARD READER - SEE SPECIFICATIONS.

PR WALL MOUNTED PROXIMITY READER - SEE SPECIFICATIONS.

NOT ALL SYMBOLS

MAY BE USED TELECOMMUNICATIONS

GENERAL

NOT ALL SYMBOLS

MAY BE USED

ABBREVIATIONS
NOT ALL ABBREV.

MAY BE USED

THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE AND DEFINE GRAPHIC SYMBOLS WHICH MAY OCCUR ON THE TECHNOLOGY DRAWING SET. THE ILLUSTRATION OF A SYMBOL, OR SYSTEM OF SYMBOLS, ON THIS SHEET DOES NOT NECESSARILY INDICATE THAT THE BUILDING COMPONENT REPRESENTED SYSTEM BY THE SYMBOL IS USED AS PART OF THIS PROJECT.

REFER TO THE COMPLETE DRAWING PACKAGE AND SPECIFICATIONS TO DETERMINE THE SCOPE OF THE WORK

PA PUBLIC ADDRESS

UNDERGROUND PULL SECTION

VOLTAGE DROP

UNINTERRUPTABLE POWER SYSTEM

TRANSFORMER

VARIABLE AIR VOLUME

SHORT CIRCUIT CURRENT

TRANSIENT VOLTAGE SURGE

STRUCTURED CABLING SYSTEM

ROOT MEAN SQUARE

RECEPTACLE

WEATHERPROOF

UNLESS OTHERWISE NOTED

VOLT AMPERES

RIGID GALVANIZED STEEL
600 VOLTS AND LESS

TELEPHONE AND DATA

REFRIGERATOR
VD
U.P.S. or UPS
XFMR
VAV
VA
V
W
WP
VOLTS
WIRE
U.G.P.S.

SCC
T.V.S.S.

SCS
RMS
REF
RGS
SQ.

TV
TC

TEL/DATA
U.O.N.

TYP

REC, RECEPT

SECONDARY
SQUARE

TYPICAL

TELEVISION

TIMECLOCK

POWER DISTRIBUTION UNIT

POLY VINYL CHLORIDE

PLUMBING CONTRACTOR

POTENTIAL TRANSFORMER

FURNISH, INSTALL AND CONNECT
OVER 600 VOLTS
PDU
PVC
P.C.

PRIMARY
PT

PROVIDE
P POLE

SFD SMOKE FIRE DAMPER
SHEET METAL AND AIR COND. SMACNA
CONTRACTOR'S NAT'L ASSOC.

SUPPRESSION
(R) DENOTES RELOCATED DEVICE

SSBJ SUPPLY SIDE BONDING JUMPER

SBJ SYSTEM BONDING JUMPER
LOCATION.

SHORT CIRCUIT CURRENT RATING SCCR
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE
SHEETS
SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, ETC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE

INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/24
Project Leader - Rick Brysacz
Technology Lead - Rick Brysacz
WSP Job #:B2305567.000
NONE
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TECHNOLOGY

SYMBOLS AND

LEGENDS
T0.01
Checker
MONROE ST. POOL REPLACEMENT

TECHNOLOGY SYMBOLS AND LEGENDS

SHEET INDEX
AV0.01 AUDIO VISUAL SYMBOLS AND LEGENDS
AV0.03 AUDIO VISUAL SITE PLAN
AV1.02 AUDIO VISUAL OVERALL FLOOR PLAN
AV3.01 AUDIO VISUAL ELEVATIONS
AV4.01 AUDIO VISUAL ONE LINE DIGRAM
AV5.02 AUDIO VISUAL DETAILS - 1
T0.01 TECHNOLOGY SYMBOLS AND LEGENDS
T0.02 TECHNOLOGY SITE PLAN
T1.00 TECHNOLOGY OVERALL FLOOR PLAN
T1.01 DEMO FLOOR PLANS - BUILDING A & B
T2.01 TECHNOLOGY FLOOR PLANS - BUILDING A & B
T5.01 TECHNOLOGY DETAILS
256
203
161
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

COMPACT

COMPACT
N S - 7 2 8 . 9 3 9 8 8 4

R E V IT CO N T R O L P O IN T
E W - 2 2 7 7 . 7 3 1 5 1 7
E le v - 0 ' -0 "
NO

PARKING
EV

CHARGING
ONLY

NO PARKING NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T

EV CHARGING ONLY

EV CHARGING ONLY
R
T
R
T

COMPACT

COMPACT
N S - 2 4 0 6 2 7 0 2 . 7 0 7 2 9 5

R E V IT CO N T R O L P O IN T
E W - 7 4 7 7 8 5 0 1 . 9 9 4 5 0 9
E le v - 0 ' -0 "
NO

PARKING
EV

CHARGING
ONLY

NO PARKING NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
MIN. 8" FROM BACK

OF PEDESTAL TO EOP

EV CHARGING ONLY

EV CHARGING ONLY
R
T
R
T
C
C
C
CR
CR
CR WAP
WAP
EP
AV D
WAP
N

PROJECT NORTH
N

TRUE NORTH

6.101

6.105
TYP.

6.103

6.102

6.104
A

EXISTING

BUILDING

6.122
IDF
MDF
POOL
B
NEW

BUILDING

6.123

6.123 6.123
NEW

ADDITION
GENERAL NOTES:

COMMUNICATIONS PATHWAYS

2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAP E RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END.

4. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUD E THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE.

5. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS.

6. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUN ICATIONS

CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER.

7. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INST ALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN

WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTER ING

AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF
COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS.

8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C.

PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT

RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE

ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED.

PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING:

FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - LATEST PUBLISHED EDITION.

9. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPP OSITE THE WALL ENTERED.

10. PROVIDE LABELING OF EACH CONDUIT PER GENERAL EL ECTRICAL SPECIFICATIONS.

11. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT M ECHANICAL

SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSE WHERE IN THE DRAWINGS AND SPECIFICATIONS.

CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER

SIZE ADDITIONAL CONDUIT
1" 4" 16" 3" 2"
2" 8" 36" 4" 5"
3" 12" 48" 5" 6"
4" 15" 60" 8" 8"
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

CITY OF CARLSBAD
1902710

TECHNOLOGY SITE
PLAN
T0.02
Checker
MONROE ST. POOL REPLACEMENT

TECHNOLOGY SITE PLAN
1" = 20' -0"
T0.02 1TECHNOLOGY SITE PLAN

KEYNOTES

6.101 CARD READER. PROVIDE (2) 1" CONDUITS TO ACP.

6.102 WIRELESS AP. PROVIDE (2) 6A CABLES TO IDF.

6.103 4K CCTV CAMERAS. 180 DEGREE FOV.

6.104 (2) 2" CONDUIT FROM IDF TO MPOE RUN UNDERGROUN D INSTALL 12-STRAND SM FIBER AND 12-PR CATEGORY 3 CABLES. TERMINATE CONDUITS IN BOTTOM OF IDF CABINET.

6.105 EMERGENCY PHONE AS REQUIRED BY CODE.

6.122 CATEGORY 6 CABLE FOR NETWORK CONNECTION TO IRR IGATION CONTROLLER FROM NEW BUILDING IDF.

6.123 1" CONDUIT WITH (2) CATEGORY 6A CABLES TO EACH WAP. 256
203
162
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
WAP
WAP
WAP
VI
VM
CR
WAP
WAP
1 A
2 BC
3 4
5 6
7 D
F E
LOBBY
01 STAFF LOUNGE
03 POOL PUMP ROOM
22 MULTI PURPOSE ROOM
14 TELEPHONE
15 ELECTRICAL
21 ADMIN
07 OFFICE
07A

STAFF SHOWER
03B

STAFF RR
03A

WOMEN'S CHANGING/ LOCKERS
10 MEN'S RESTROOM
04 STORAGE
09A

WOMEN'S SHOWER
11 WOMEN'S RESTROOM
09 MEN'S SHOWER
06 MEN'S CHANGING/ LOCKERS
05 STORAGE
19 CORRIDOR/ LOCKERS
20 CORRIDOR
08 CORRIDOR
02 STORAGE
04A

FAMILY RESTROOM/ SHOWER
20C
ELEC.
14A

CIRCULATION
01A

FAMILY RESTROOM/ SHOWER
20D
?
?

FAMILY RESTROOM/ SHOWER
20A

FAMILY RESTROOM/ SHOWER
20B

EXTERIOR STORAGE
18 CHEMICAL ROOM
24 CHEMICAL ROOM
25 BACKWASH
22A

PUMP PIT
22B

FIRST AID
16 EQUIPMENT STORAGE
17 15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

CITY OF CARLSBAD
1902710

TECHNOLOGY

OVERALL FLOOR
PLAN
T1.00
Checker
MONROE ST. POOL REPLACEMENT

TECHNOLOGY OVERALL FLOOR PLAN

KEYPLAN
A
B
3/32" = 1' -0"
T1.00 1TECHNOLOGY OVERALL FLOOR PLAN
256
203
163
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1 A
2 BC
3 4
D
5 6
7 F
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

CITY OF CARLSBAD
1902710

DEMO FLOOR

PLANS - BUILDING A
& B
T1.01
Checker
MONROE ST. POOL REPLACEMENT

DEMO FLOOR PLANS - BUILDING A & B
1/8" = 1' -0"
T1.01 1DEMO FLOOR PLAN - BUILDING A
1/8" = 1' -0"
T1.01 2DEMO FLOOR PLAN - BUILDING B

KEYPLAN
A
B
256
203
164
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
WAP
WAP
WAP
VI
CR
WAP
WAP
1 A
2 BC
3 4
D
LOBBY
01 STAFF LOUNGE
03 MULTI PURPOSE ROOM
14 TELEPHONE
15 ADMIN
07 OFFICE
07A

STAFF SHOWER
03B

STAFF RR
03A

WOMEN'S CHANGING/ LOCKERS
10 MEN'S RESTROOM
04 STORAGE
09A

WOMEN'S SHOWER
11 WOMEN'S RESTROOM
09 MEN'S SHOWER
06 MEN'S CHANGING/ LOCKERS
05 CORRIDOR
08 CORRIDOR
02 STORAGE
04A
ELEC.
14A

CIRCULATION
01A

EXTERIOR STORAGE
18 FIRST AID
16 EQUIPMENT STORAGE
17 6.108

6.108

6.102
TYP.

6.114
ACP

6.111

6.116

6.115

6.117

6.110
5 6
7 F E

POOL PUMP ROOM
22 ELECTRICAL
21 STORAGE
19 CORRIDOR/ LOCKERS
20 FAMILY RESTROOM/ SHOWER
20C

FAMILY RESTROOM/ SHOWER
20D
?
?

FAMILY RESTROOM/ SHOWER
20A

FAMILY RESTROOM/ SHOWER
20B

CHEMICAL ROOM
24 CHEMICAL ROOM
25 BACKWASH
22A

PUMP PIT
22B

6.107

6.108

6.106 TYP.

6.109 6.124
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

CITY OF CARLSBAD
1902710

TECHNOLOGY

FLOOR PLANS -

BUILDING A & B
T2.01
Checker
MONROE ST. POOL REPLACEMENT

TECHNOLOGY FLOOR PLANS - BUILDING A & B

KEYPLAN
A
B
1/8" = 1' -0"
T2.01 1TECHNOLOGY FLOOR PLAN - BUILDING A
1/8" = 1' -0"
T2.01 2TECHNOLOGY FLOOR PLAN - BUILDING B

KEYNOTES

6.102 WIRELESS AP. PROVIDE (2) 6A CABLES TO IDF.

6.106 (2) CATEGORY 6 CABLES.

6.107 (2) CATEGORY 6 CABLES +44"

6.108 4K CCTV CAMERAS. 90 DEGREE FOV.

6.109 IDF CABINET. NEMA 4 RATED WITH INTEGRAL AC UNI T (HOFFMAN PTHS362428G4A) OR EQUAL. INSTALL AT 12" BELOW CEILING.

6.110 (2) 2" CONDUITS FROM TELEPHONE ROOM TO MDF CAB INET. RUN OVERHEAD.

6.111 MDF CABINET. PROVIDE WALL MOUNTED 36" TALL ENC LOSED CABINET. MOUNT 6" BELOW CEILING. INSTALL 12-STRAND SM FIBER OPTIC CABLE TO IDF.

6.114 AIPHONE VIDEO INTERCOM MASTER STATION. EXACT L OCATION TBD.

6.115 AIPHONE VIDEO INTERCOM.

6.116 MULLION MOUNTED CARD READER.

6.117 ACCESS CONTROL PANEL. EXACT LOCATION TBD.

6.124 PROVIDE (1) CAT 6 CABLE TO PV SYSTEM INVERTER. SEE ELECTRICAL PLANS FOR LOCATION.

TYP.
256
203
165
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
NOTES:

E.C. TO MOUNT 20 AMP DEDICATED CIRCUIT QUAD OUTLET ON INSIDE BACK OF CABINET. COORDINATE LOCATION WITH E.C.

CONDUIT TO BUILDING BUILDING ENTRANCE BY E.C. SEE FLOORPLANS .

BOND RACK FRAME TO TELECOMMUNICATIONS BONDING BUSBAR WITH #6 GREEN INSULATED COPPER CONDUCTOR AND 2-HOLE COMPRESSION LUGS.

INSTALL 24" X 24" WALL MOUNTED CABINET PER SPECIFICATION WITH DOOR LOCKS, FAN AND FILTER KIT, AND VENTED DOOR. MOUNT CABINET TO THE E.C.-INSTALLED PLYWOOD.

PATCH AND CROSS-CONNECT ALL EQUIPMENT PER DISTRICT INSTRUCTIONS.

INSTALL CATEGORY-6 PATCH PANEL AS REQUIRED PER SPECIFICATION. PROVIDE QUANTITY OF PATCH PANELS AND JACKS NECESSARY TO TERMINATE ALL DATA CABLES.
1U HORIZONTAL WIRE MANAGEMENT. INSTALL (1) WIRE MANAGER ABOVE AND BELOW EACH PATCH PANEL AND (1) BELOW EACH OWNER SUPPLIED DATA SWITCH.

HORIZONTAL CABLING TO LOCATIONS AND QUANTITIES AS INDICATED ON FLOOR PLANS. ROUTE, BUNDLE AND SUPPORT CABLES AT 4 FT. INTERVALS.

DISTRICT PROVIDED CONTRACTOR INSTALLED DATA NETWORK EQUIPMENT.

INSTALL FIBER OPTIC ENCLOSURE PER SPECIFICATION. TERMINATE FIBER FROM MDF AS SPECIFIED. 1 2
3 4
5 6
7 8
9 10
TYP.
4 8
7 6
2 10
51 9
3 11
12-STRAND SINGLE-MODE CABLE TO CAMPUS MDF. SEE SITE PLANS. 11 PROVIDE (1) CAT 6, 4 PAIR UTP CABLE(S) TO RESPECTIVE IDF. COLOR OF CABLE(S) SHALL BE BLUE. TERMINATE STATION END(S) IN STATION CONNECTOR(S) PER SPECIFICATIONS.

TERMINATE RACK END(S) ON DATA PATCH PANEL(S) PER SPECIFICATIONS.

PROVIDE COVERPLATE PER SPECIFICATIONS. COVERPLATE MATERIAL AND FINISH SHALL MATCH ADJACENT/NEARBY POWER COVERPLATES. PROVIDE FLOOR BOX, POWER POLE &

MODULAR FURNITURE DEVICE BRACKETS/CUSTOM ADAPTERS AS REQUIRED FOR A COMPLETE INSTALLATION. INCLUDE ALL COSTS IN BASE BID.

PROVIDE COVERPLATE LABELING PER SPECIFICATIONS. SEE SPECIFICATIONS FOR ALL OTHER LABELING REQUIREMENTS.

13. CONTRACTOR SHALL UTILIZE CONDUIT(S)/SLEEVE(S) SEQUENTIALLY, MAXIMIZING THE CABLE FILL IN EACH BEFORE UTILIZING THE NEXT CONDUIT(S)/SLEEVE(S). MAXIMUM ALLOWABLE CONDUIT FILL SHALL BE BASED ON NEC TABLES FOR CONDUIT FILL.

REFERENCE ALL STRUCTURED CABLING SYSTEM DRAWINGS (SCS-SHEETS).

REFERENCE ALL ARCHITECTURAL DRAWINGS (SHELL & T.I.).

REFERENCE ALL ELECTRICAL DRAWINGS (SHELL & T.I.).

10. 11.

12. 8.

9. 7.

5. 6.

2. 3.

4. 1. INSTALLATION OF EQUIPMENT AND WIRING MUST MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/EIA/TIA AND ISO 9001.

EQUIPMENT AND MATERIALS MUST COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR LABELED AS SUCH.

COMPLIANCE WITH ANSI/TIA/EIA 569-B. COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATIONS PATHWAYS AND SPACES.

COMPLIANCE WITH ANSI/TIA/EIA 568-B. COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARDS.

DRAWINGS AND LAYOUTS ARE PRIMARILY DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR FINAL FOOTAGES AND EXACT LOCATIONS.

COMMUNICATIONS CABLES (ANY TYPE) ROUTED THRU FURNITURE SYSTEMS SHALL BE ROUTED VIA DEDICATED COMMUNICATIONS PATHWAY, WHEN AVAILABLE. WHEN DEDICATED

COMMUNICATIONS PATHWAY IS UNAVAILABLE, THE ABOVE-MENTIONED CABLES SHALL BE

ROUTED IN A BARRIERED SYSTEMS FURNITURE RACEWAY SEPARATE FROM POWER CONDUCTORS PER EIA/TIA STANDARDS AND NEC REQUIREMENTS.

CONTRACTOR SHALL VERIFY SYSTEMS FURNITURE TYPE AND CABLE ROUTING/ FACEPLATE LOCATION WITHIN SYSTEMS FURNITURE PRIOR TO BID. INCLUDE ALL COSTS IN BASE BID.

REFERENCE ALL ELECTRICAL AND STRUCTURED CABLING SYSTEM SPECIFICATIONS (ALL 16600 NUMBERED SPECIFICATIONS).

CONTRACTOR SHALL NOTE IN WRITING. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. AS SUCH DISCREPANCIES ARISE, THE MORE STRINGENT SHALL TAKE PRECEDENCE.

BLANK INSERT. ALL UNUSED OPENINGS SHALL BE COVERED WITH A BLANK INSERT MATCHING THE COLOR OF THE FACEPLATE.
+48"
TYP.

PROVIDE STATION CONNECTOR PER SPECIFICATIONS.

WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND/OR STRUCTURED CABLING SYSTEM DRAWINGS:

THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL.

TYP.

WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND/OR STRUCTURED CABLING SYSTEM DRAWINGS:

THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL.
1 2
6 7
4 5
1 7
1 4 6
2 3 INSTALL DEDICATED SUSPENDED CEILING WIRE/HANGAR OR SUPPORT ROD/ROD HANGAR DIRECTLY TO STRUCTURAL CEILING ABOVE TO SUPPORT WAP 2-PORT HOUSING.

PROVIDE (1) CAT 6, 4 PAIR UTP CABLE(S) TO RESPECTIVE IDF. COLOR OF CABLE(S) SHALL BE BLUE. TERMINATE STATION END(S) IN VOIP STATION CONNECTOR(S) PER SPECIFICATIONS.

TERMINATE RACK END(S) ON VOICE PATCH PANEL(S) PER SPECIFICATIONS.

TYP.

TYP.
1 7
4 6
2 WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND/OR STRUCTURED CABLING SYSTEM DRAWINGS:

THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL.
1 9
8 TYP. 2
7 TYP.
6 2
1 7
1 TYP.
1 INSTALL DEDICATED SUSPENDED CEILING WIRE/HANGAR OR SUPPORT ROD/ROD HANGAR DIRECTLY TO STRUCTURAL CEILING ABOVE TO SUPPORT WAP 2-PORT HOUSING. 8 PROVIDE (1) SURFACE MOUNT, PLENUM-RATED TWO-PORT HOUSING. (LEVITON 41089-2WP

OR EQUAL) MOUNTED TO IN-CEILING BRACKET WITH SPRING WIRE MOUNT(LEVITON 49223-CBC OR EQUAL) WHERE APPLICABLE. PROVIDE 15FT SLACK LOOP NEAR WAP SUSPENSION POINT.
9 USE THIS OUTLET TYPE WHEN SHOWN

ABOVE ACCESSIBLE CEILING SPACE

USE THIS OUTLET TYPE WHEN SHOWN

ABOVE/IN AN INACCESSIBLE CEILING SPACE
A

GENERAL NOTES
2 SPECIFIC NOTES
1 WALL MOUNTED DISPLAY DEVICE

TYPICAL DATA/VOIP ONLY DEVICE
SCALE: NTS
24" HIGH WALL MOUNTED IDF CABINET 4
3CCTV CAMERA DEVICE OR

WIRELESS ACCESS POINT DEVICE
5/8" GYP. BOARD
3X6 (MIN) WOOD BLOCKING
2X FRAMING

DATA CABINET

STUD WALL
24"
WALL
25"
EQUAL
EQUAL
FLOOR
WALL MOUNTED DATA RACK MOUNTING DETAIL 5
SIMPSON A35, TOP OR BOTTOM, EACH END
SCALE: N.T.S.
3/8 DIA. X 3" LONG LAG
BOLTS (TYPICAL FOR 6

LOCATIONS)

TYPICAL WALL MOUNTED
DATA RACK (150LBS. MAX)
24"H X 24"W X 25"D.
6'-0" AFF TO

BOTTOM OF RACK
15231 Laguna Canyon Road, Suite 100
Irvine, California 92618
949.751.5800 www.tk1sc.com
Member of WSP

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthor ized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DWGS. 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION

NOT FORE REGULATORY

APPROVAL, PERMITTING OR

CONSTRUCTION
Revision Date

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

ROW:20xx-xxxx TYPE OF PLAN (CURB, MEDIAN, UTILITY, E TC) APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

CITY OF CARLSBAD
1902710

TECHNOLOGY

DETAILS
T5.01
Checker
MONROE ST. POOL REPLACEMENT

TECHNOLOGY DETAILS
256
203
166
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
RevisionDate
"AS BUILT"CIVIL ENGINEERDATE RCEEXP.REVIEWED BY:INSPECTORDATESHEETS SHEETENGINEERING DEPARTMENTCITY OF CARLSBADIMPROVEMENT PLAN FOR:

SURFACE AREA
=1,407 GPM506,485 GAL.3'-6'' TO 12'-3''DEPTHPERIMETER====380 FT. 1''=10'-0''
EACH POOL SHALL BE PROVIDED WITH A SHEPHERD'S HOOK ATTACHEDTO A NON-TELESCOPING POLE, WITH A MIN. LENGTH OF FOURTEEN (14)FEET, AND MADE WITH A BLUNT END. EACH POOL SHALL BE PROVIDEDWITH A USCG APPROVED LIFESAVING RING HAVING AN OUTSIDEDIAMETER OF FIFTEEN TO TWENT-FOUR INCHES (15''-24''), FIRMLYATTACHED TO A ONE-QUARTER INCH TO THREE-EIGHTHS INCH (|''-{'')DIAMETER THROWING ROPE THAT IS AS LONG AS ONE AND ONE HALF(1\) TIMES THE MAXIMUM WIDTH OF THE POOL, OR FIFTY FEET (50'),WHICHEVER IS LESS. LIFESAVING EQUIPMENT SHALL BE MOUNTED IN ACONSPICUOUS PLACE WITHIN THE POOL ENCLOSURE AND BE READILYAVAILABLE FOR USE IN GOOD CONDITION.

F.
1SP-9
ALL ENTRY GATES SHALL BE SELF-CLOSING AND SELF-LATCHING. SEEARCHITECTURAL PLANS FOR GATE DETAILS1ALL FENCES SHALL EXCEED 5'-0" IN HEIGHT. SEE ARCHITECTURAL PLANSFOR DETAILS.2 COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH OWNERPRIOR TO INSTALLATION.A.REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND QUANTITY OFREQUIRED EXITS, DRINKING FOUNTAINS, AND SANITARY FIXTURES.BTHE POOL CANNOT BE WITHOUT AN APPROVED POOL ENCLOSURE ATANY TIME, INCLUDING DURING CONSTRUCTION AND INSTALLATION OF THENEW POOL ENCLOSURE.CDEPTH MARKERS SHALL BE 6" CLR OF ANY DECK JOINTSD.EXPANSION AND CONTROL JOINTS MUST NOT OVERLAP TILE MARKERSOR DECK ANCHORS. NOTIFY ARCHITECT OF ANY CONFLICTS.E.

SP-0
NORTH
SWIMMING POOLSEE SP-1

ACCESSIBLELIFT
SOLAR HEATING FIELDSEE SP-18
MECHANICAL ROOMSEE MR-1
1SP-3SCOREBOARD1SP-164SP-15POOL SIGNAGELIFE RING &SAFETY HOOK

DECK DRAINSAND HOSE BIBSSEE CIVIL PLANS
SURGE TANKSEE SP-2LIFE RING &SAFETY HOOK
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
167
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
6'-6''5'-6''
12'-0''
12'-0''12'-3''
11'-0''10'-0''9'-0''7'-0''
3'-6''4'-6''7'-0''
4'-712"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"4'-7"7'-3"5'-3" 115'-0" 1'-0" 4'-712"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"4'-7"7'-3"5'-3" 115'-0" 1'-0" 6'-0"8'-412"8'-4"8'-4"8'-4"8'-412"6'-0" 75'-1"
2'-0"14'-6"14'-6"4" 75'-1"14'-6"14'-5"14'-6"
1:10 SLOPE
UL
UL

RARARARARARARARARARARARARARARARA

RARARARARARARARARARARARARARA
RARAAL
DM12'-0"
DM12'-0"
DM7'-0"
8'-0''
DM7'-0"
DM7'-0"
DM4'-6"ND
NRHRHRHRHRHRHRHRBS BSNDNRDM3'-6"DM3'-6"DM3'-6"NDNDNR
NDDM4'-6''
NR
LAD
DM7'-0"
DM7'-0"
DM7'-0"
NRDM12'-0"
DM12'-0''DM12'-0''DM12'-0''DM12'-0'' NR
NR

NR GRGR
LAD
MD18''X36''
8,634 SQ. FT.
6 HR TURNOVERVOLUME

SURFACE AREA
=1,407 GPM506,485 GAL.3'-6'' TO 12'-3''DEPTHPERIMETER====380 FT.

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SWIMMING POOLLAYOUT PLAN
6'' THICK CONC. SLAB#4 @ 12'' O.C. E.W.6'' WATERLINE AND HANDHOLD TILE IS CONTRASTING COLOR TO THE POOLFINISH, AROUND THE ENTIRE POOL PERIMETER.1. 1M1M
1/8''=1'-0''
6'-7"TYP.6'-7"TYP.
3SP-8
RA RATHE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYORTO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHSAS FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362)SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE END) 75'-05/16'' MIN.: 75'-1 3/16'' MAX.TOLERANCE AGAINST LENGTH SHALL EXTEND IN AVERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M. (2'-7\'')BELOW THE SURFACE OF THE WATER AT ALL POINTS OFBOTH END WALLS TYP. OF ALL COURSES.THE INDEPENDENT LICENSED SURVEYOR SHALL FILL OUT,NOTARIZE AND FILE OFFICIAL CERTIFICATION FORM(S) WITHUSA SWIMMING.CONTRACTOR SHALL RETAIN A LICENSED ENGINEER TOCERTIFY THE MAIN DRAIN SYSTEMS AS V.G.B.COMPLIANT. ==MAIN DRAINGRABRAIL====ROPE ANCHORRACING PLATFORM
'NO RUNNING' / 'NO DIVING'DEPTH MARKERGRMDDMNRRARP==UNDERWATER LIGHTULBSBACKSTROKE STANCHION==ACCESSIBLE LIFTMGCALMOVEABLE GUARD CHAIR=LADDERLAD 14SP-114SP-8=ONE METER DIVE STAND1M
=HANDRAILHR
5-6SP-81SP-121SP-105SP-102SP-103SP-1441SP-932SP-9
SP-10SP-10
SP-12
NORTH

ULULULULULULULULULULULULULULULULUL

ULULULULULULULULULULULULUL
MD18''X36''
SWIMMING POOL PLASTER FINISH IS WHITE IN COLOR.2.ALL MARKERS LOCATED ON THE DECK SHALL BE SLIP RESISTANT. SLIPRESISTANT IS CONSIDERED A WET COEFFICIENT OF FRICTION OF 0.6 ORGREATER AND SHALL BE FLUSH WITH THE POOL DECK FINISH.3.4.SEE SP-5 FOR WATER POLO LAYOUT AND ADDITIONAL ANCHOR PLACEMENT.5.PROVIDE EQUIPOTENTIAL BONDING ON ALL METALLIC POOL WALL PANELS TOCONCRETE FLOOR AND DECK REINFORCEMENT PER 2/SP-14.6.POOL DECK MARKERS SHALL BE LOCATED AROUND POOL PERIMETER ANDWATER LINE AT SPACING NOT TO EXCEED 25'-0''.RPRPRPRPRPRPRPRPRPRPRPRPRP MGC
10'-7" 2'' WIDE CONTRASTING STEPTRIM W/ 1'' X 1'' NON-SLIP TILE4'' WIDE CONTRASTING WARNING TILE AT4'-6'' DEPTH W/ 1'' X 1'' NON-SLIP TILE SP-4A SP-4BND
14''12''NDDM3'-6'' NDDM3'-6''
SP-4C
8'-4"8'-4"8'-4"8'-4"

ULULULUL
9'-012"
SP-1
50'-012"16'-0"
2'-8"
2'-8"
=STANCHION ANCHORSA2SP-10
SA
SA
SASA
SA
SA
SASA
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
168
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SURFACE AREA
=1,407 GPM506,485 GAL.3'-6'' TO 12'-3''DEPTHPERIMETER====380 FT. 112''112'' 2''
112''2''112'' 2''2\''
112''112'' 2\''2\''112''2''112'' 2'' 112''2''112'' 2'' 112''2''112'' 2'' 112''2''112'' 2''2\''112''2''112'' 2''2\''112''2''112'' 2''2\''112''2''112'' 2''2\''112''2''112'' 2''2\'' 12'' MDSUCTION
4''
6''6''
6''8''
8''8''6''6''
4'' FIFIFIFIFIFI

FIFIFIFIFIFI FIFIFIFIFI FIFIFIFIFI FIFIFIFIFI FIFIFIFIFI FIFIFIFIFI FIFIFIFIFI FIFIFIFIFI FIFIFIFIFI MD 18''X36''
AVG0
G0
AV
AV
8'' 8''
10'' RETURN
1''=10'-0''
G0
G0
2\''2\''2\''2\''FI2\''FI2\''FI2\''FI2\''FI2\''FI2\''FI2\''FI MD 18''X36''
10'' GUTTEROUTLET

1.PIPING ROUTES ARE SCHEMATIC IN NATURE AND SHOWN ON PLANS FORCLARITY. CONTRACTOR SHALL ROUTE PIPING ACCORDINGLY TO MEETNOTED INVERT ELEVATIONS. REFER TO REFERENCED DETAIL FOR PIPESPACING REQUIREMENTS.2.ALL BELOW GRADE POOL PIPING SHALL BE SCHEDULE 40 PVC AND ALLABOVE GRADE POOL PIPING SHALL BE SCHEDULE 80 PVC.3.COORDINATE ALL PIPING WITH SITE AND BUILDING UTILITIES INCLUDINGPIPING, CONDUITS / STRUCTURES AND THE LIKE. COORDINATE ROUTINGOF PIPING THROUGH STRUCTURAL SLAB. ALL PIPING SHALL HAVEUNIFORM SLOPE IN ONE DIRECTION.4.SURGE CHAMBER TEE SUCTION SHALL BE SET AT +6'' A.F.F. MAINTAINMAXIMUM SEPARATION BETWEEN SUCTION AND INFLUENT PIPING WITHINTHE SURGE CHAMBER.5.EACH MAIN DRAIN SHALL BE EQUIPPED WITH HYDROSTATIC RELIEFVALVE PER RECOMMENDATIONS OF GEOTECHNICAL REPORT 5 SURGE CHAMBER ACCESS AIR VENTGUTTER OUTLETSCAAVGO===FLOOR INLETMAIN DRAINMDFI==53124SP-12SP-13SP-6 SP-12SP-12
SP-12
SCA
12'-0"9'-9"12'-0"9'-9"12'-0" 9'-9"12'-0" 9'-9"12'-0"7'-0"2'-6"12'-0"12'-0" 12'-0"9'-9"12'-0"12'-0"6'-6"12'-0"12'-0"12'-0"12'-0"12'-0" 7'-612"7'-612" SP-2
NORTH
AVBFV10'' FV12'' SURGE CHAMBERTEE SUCTION @ 6'' A.F.F.

SLOPE 1.5% TO SURGE CHAMBER
SLOPE1.5% TOSURGECHAMBER
8'' 8''
8,634 GAL.

TOTAL SUPPLIED SURGE

REQUIRED SURGE CAPACITY
8,822 GAL.4,188 GAL.SURGE IN PERIMETER GUTTER====4,634 GAL.8'-0'' X 10'-0'' X 10'-0'' SURGEIN SURGE CAMBER8,822 GAL. 8,634 GAL.

BUTTERFLY VALVEBFV=2SP-13FLOAT VALVEFV=3SP-13ABOVE FINISH FLOORAFF= FI
SURGECHAMBER3SP-73SP-13
SWIMMING POOLMECHANICAL ROOMSEE MR-1
12'' MD SUCTION6'' FILL EQUALIZER
10'' GUTTER OUTLETBFV6'' SOLAR HEATING SUCTION
12''12''
SWIMMING POOLSOLAR HEATINGPLUMBING SEESP-18SLOPE 1.5% TO SURGE CHAMBER 2\''
2\''2\''2''2''2''
10''
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
169
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

ULUL ULULUL
UNDERWATER LIGHTJUNCTION BOX== JBUL
SP-3
'SP-5'
NORTH
RPRACING PLATFORM=5SP-10
DTIMING DECK NODE (4''x4''x6'' PVC BOX)2TIMING SYSTEM WALL INTERFACE WPI W/12''x12''x6'' PVC BOX5START DECK NODE (4''x4''x6'' PVC BOX)SCOREBOARD DECK NODE (4''x4''x6'' PVC BOX)F1SP-173SP-17 ETHERNET DROP-BY OTHERSDESCRIPTIONWALL PLATE TIMER NODE8QUANTITY2UNITCOUNT2COUNT10COUNT1COUNT1COUNT3COUNT WALL PLATE SCOREBOARD NODE91COUNTWALL PLATE FIBER CONNECTIONF41COUNT NOTE: THE CONTRACTOR SHALL SUPPLY AND INSTALL DECK PLATE BOXES, WALL PLATE BOXES,WALL PLATE JUNCTION BOXES, CONDUIT, WIRING, SCOREBOARD AND ALL TIMINGEQUIPMENT AS SHOWN FOR THE 'COLORADO' TIME SYSTEM OR EQUAL.

START SYSTEM

TIMING SYSTEM

FLAG POLE MOUNTING KIT FOR STARTER
GEN7 LAPTOP
START-FPM-2QTYMODEL1DESCRIPTIONR-600-3021
MODELGEN7-TMRQTY1DESCRIPTIONINTUITIVE SOFTWARE INTERFACE WITH MODERN WINDOWS USER INTERFACE ANDTOUCHSCREEN FRIENDLY. FLEXIBLE USER INTERFACE OPTIONS WITH ETHERNETCONNECTIVITY TO THE TIMER. ADVANCED DIAGNOSTICS, INTELLIGENT BUS SYSTEM,ROBUST SAFEGUARDS. TIMER WILL CONTINUE TO RUN AND FINISH RACE WITHOUTUSER INTERFACE. WET-PLUGGABLE TITANIUM CONNECTIONS. INTEGRATED 2.4 GHzWIRELESS TO SCOREBOARDS, FACILITY NETWORK CONNECTIVITY. 6 WATT INDIVIDUAL BLOCK SPEAKERSP-6/451010TP-90GAQUAGRIP GUTTERHUNG TOUCHPADS (90'' x 22'') US PATENT 5,702,799TOUCHPADSQTYMODELDESCRIPTION1CAD-TP96TOUCHPAD CADDY FOR GUTTERHUNG TOUCHPADS. HOLDS UP TO TENTOUCHPADS. SOME ASSEMBLY REQUIRED.

CHAMPION SERIES START SYSTEM WITH WIRED MICROPHONE, VOLUME CONTROL ONEACH MICROPHONE INPUT, EXTERNAL CONNECTIONS FOR ADDITIONAL STROBELIGHTS, LED BATTERY INDICATION LIGHT, AC/DC POWER CAPABILITIES AND ANEXTERNAL 360^ STROBE. TRIPOD OR TABLE TOP OPTIONS.SS1 104000-0040SPECIAL SIZE TOUCHPAD BRACKETS
1 2
3 GEN7 CABLESCOREBOARD CABLE, 8 METERR-015-707-8QTY1MODELDESCRIPTIONTIMER CABLE, 8 METERR-015-715-81GEN7 IN DECKQTYMODEL10DESCRIPTIONTDPI-DTITANIUM DOMED DECK PLATE-INTELLIGENTTITANIUM DECK PLATES REQUIRE A 4'' SQUARE OR 4.125''DIAMETER CIRCULAR OPENING AT A MINIMUM. WRITTENVERIFICATION AND SIGN OFF REQUIRED FROM CUSTOMER.NOTE: INCLUDES 5 YEAR WARRANTY.CTS IS THE ONLY MANUFACTURER OF TITANIUM DECK PLATE.

STARTER CABLE, 8 METERR-015-706-81TIMER CABLE, 15 METERR-015-715-151 1TP-GEN7-10TEN-LANE TOUCHPAD SYSTEM FOR THE GEN 7 TIMINGSYSTEM (SERIAL) INCLUDES AN TEN-LANE CABLE HARNESS,ONE PUSHBUTTON PER LANE+ ONE SPARE, VACUUM PUMPAND TOUCHPAD METER.GEN7 TOUCHPAD SYSTEMQTYMODELDESCRIPTION 1TDPI-S2START DECK NODE1TDPI-SC5SCOREBOARD DECK NODE3R-1004-0549GEN7 WALL PLATE (12X12)1TDPI-K1KIT-SCOREBOARD BUS HEAD& TAIL NODE INSTALLATION1TDPI-K1KIT-TIMING BUS HEAD & TAIL NODE INSTALLATION1WPI-F4WP-YDS FIBER & LEGACY CONNECT GEN7 CABLEQTYMODEL1200'DESCRIPTIONR-015-737TIMING BUS CABLE- 7 CONDUCTOR1200'R-015-726SCOREBOARD BUS CABLE- 4 CONDUCTOR D
25F
1PC-PRO-RPACE CLOCK - PRO/WATER POLO SHOT CLOCKPACE CLOCKQTYMODELDESCRIPTION2DC-1500SPECIFICATIONS:1 PC-PROAND 2 DC1500 DECKCLOCKS PEROWNERAPPROVAL.4 DIGIT PACE CLOCK10'' RED DIGITS - VIEWABLE UP TO 400 FEETHIGH INTENSITY LED - INDOOR/OUTDOOR"SPLASH-PROOF" PROTECTIVE LENSINTERNAL RECHARGEABLE BATTERYINTERNAL HORNFEET AND HANDLEFUNCTIONS:SIMPLE PACE CLOCKCUMULATIVE SPLIT DISPLAYLAP SPLIT DISPLAYLAP COUNTERLAP SPLIT DISPLAY WITH TURN SPEEDRELAY EXCHANGES DISPLAYSTART REACTION DISPLAYHAND TURN SPEEDBREAK OUT SPEED DISPLAYBREAK OUT SPEED DISPLAY WITH START REACTIONTIME DISPLAY FOR REPETITIVE SETSSINGLE LANE TIMERMID-RACE TIMING DISPLAYWATERPOLO SHOT CLOCKWATERPOLO GAME CLOCKNOTE: MOST FUNCTIONS REQUIRE ADDITIONAL INPUTDEVICES, i.e. TOUCHPAD, RELAY JUDGING PLATFORM,START SYSTEM, PUSHBUTTONCONTROLLERQTYMODEL1DESCRIPTIONWTTC-2WIRELESS TABLE TOP CONTROLLER1CASE-WTTCCASE FOR THE WIRELESS TABLE TOP CONTROLLER1WHC-1WIRELESS HANDHELD CONTROLLERADAPTERQTYMODEL1DESCRIPTIONWA-3WIRELESS ADAPTER, 2.4 GHzRELAY JUDGING PLATFORMQTYMODEL10DESCRIPTIONRJPL-24x32CTS RELAY JUDGING PLATFORM 24''x32'' W/ BUILT-IN LED LIGHT FOR START1CAD-RJPL-2CADDY- 24'' WIDTH RELAY JUDGING PLATFORMS (HOLDS 10)FULL COLOR VIDEO DISPLAYQTYMODELDESCRIPTION41SP-16SCOREBOARD1 TO BE TERMINATED INTO SCOREBOARD LOADPROVIDE SIX (6) DEDICATED 20 AMP CIRCUIT CONNECT TO TIMING/WALL BOX LOCATION W/ SCOREBOARD DATA CONNECTION BOX MASTER ON/OFF SCOREBOARD SWITCH WITH567PILOT LIGHT W/ LOCKABLE ENCLOSURE.

BONDING AND STRUCTURAL SUPPORTS. PROVIDE LED MATRIX DISPLAY SCOREBOARD AND VIDEO CAPABILITIES.Y5C 12mm 208H x 352W SMD, FA, OD 2PM DISPLAY ACTIVE AREA: 98.3(H) x 166.3(W) 1'' PVC CONDUIT.CENTERTHE SCOREBOARD SHALL HAVE FULL COLORINCLUDING ALL POWER REQUIREMENTS,

RPRPRPRPRPRPRPRPRPRPRPRPRP
31\''C.TYP.

D5
TYP.S6SCOREBOARD4
12 F8ETHERNET DROP 21\''C.

S
12''x12''x6''PVC BOX
89F4F
JB'S, OUTLETS,AND TIMINGCONTROLS TOBE MOUNTEDTO BACKSIDEOF BENCHESTYP. SEEARCHITECTURALPLANS DDDDDDDDD333333333
'SP-9'F8
1'' CONDUIT W/2-#8 AND 1-#8SOLID GREENTO LIGHTINGCONTACTORPANEL TYP. 'SP-11'
'SP-17,19,21,23,25,27''SP-15''SP-1'3-JB'SJB'S AND OUTLETS TO BE SET FLUSH INTOBACKSIDE OF SITE WALL. POOL CONTRACTORTO COORDINATE WITH ALL TRADES SWIMMING POOLMECHANICAL ROOMSEE MR-1

ULULULUL
UL
UL
UL
UL
UL
UL
ULUL
UL
UL
UL
UL
UL
UL
'SP-5'2-JB'S
'SP-7'
'SP-3'12X12 JB
JB'S, OUTLETS,AND TIMINGCONTROLS TOBE MOUNTEDTO BACKSIDEOF BENCHESTYP. SEEARCHITECTURALPLANS 'SP-13'
'SP-1'1'' CONDUIT W/ 1-#8 SOLIDAND LAMP CORD TOJUNCTION BOX, TYP. 1\''C.
571''C.

SCOREBOARD DESK TOPAND DISPLAY LINK ANDGEN 7 TIMER.UNDERWATER LIGHTOVERRIDE SWITCHETHERNET DROPBY OTHERS 4-JB'S
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
170
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SPRINGLINE
WATERLEVEL6'' WATERLINE TILE
3'-0'' TYP.RA12'-0''
2SP-8
12'-3''
RAWPWP
12'-0''
7'-0'' UL
3'-6''
4'-6''RAWPRAWPRAWPRAWPLAD 2'-412"2'-3"77'-0"2'-3"4'-9"2'-3"24'-112" 4'-712"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"5'-3" 115'-0" GR6'-0"GR6'-0"
2SP-9 RAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRARARA 2'-6''

SPRINGLINE
WATERLEVEL6'' WATERLINE TILE
3'-0'' TYP.RA12'-0''
7'-0''
2SP-8
12'-3''
RAWPWP
12'-0''
7'-0''UL CONTRASTING TILEAT 4'-6'' DEPTH4'' WIDE STRIP OF 3'-6''
4'-6''RAWPRAWPRAWPRAWPLAD2'-412" 2'-3" 77'-0" 2'-3"4'-9"2'-3"24'-112"4'-712" 7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"8'-1012"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"7'-3"5'-3"115'-0" 2SP-9RAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRAULRARARA 2'-6''
8'-412"8'-4"8'-4"8'-4"8'-4"8'-412" 75'-1" (25 YD)
18X3618X36
MD18X36
MD18X36
1/8'' = 1'-0''
1'-0"
1'-0"
SP-4
1SP-71SP-6
1SP-71SP-6
1SP-71SP-6
2SP-64SP-6
63'-1"
2SP-6 4SP-6
4'' WIDE STRIP OFCONTRASTING TILEAT 4'-6'' DEPTHPOOL BOTTOM SHALL BE OVEREXCAVATEDMIN. 2'-0'', SCARIFIED 12'', MOISTURECONDITIONED TO NEAR OPTIMUM MOISTURECONTENT AND COMPACTED TO AT LEAST90% RELATIVE COMPACTION.

POOL BOTTOM SHALL BE OVEREXCAVATEDMIN. 2'-0'', SCARIFIED 12'', MOISTURECONDITIONED TO NEAR OPTIMUM MOISTURECONTENT AND COMPACTED TO AT LEAST90% RELATIVE COMPACTION.

POOL BOTTOM SHALL BE OVEREXCAVATEDMIN. 2'-0'', SCARIFIED 12'', MOISTURECONDITIONED TO NEAR OPTIMUM MOISTURECONTENT AND COMPACTED TO AT LEAST90% RELATIVE COMPACTION. 10'-0"12'-6"15'-0"54'-10"
7'-0''
7'-6"10'-0"5'-2"
1/8'' = 1'-0''
1/8'' = 1'-0''
10'-0"12'-6"15'-0"54'-10"7'-6"10'-0"5'-2"

ULULULULUL
8'-4"
UL
8'-4"
UL
8'-4" 24'-0"24'-0"27'-1"4'-9"4'-11"4'-9"4'-11"
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
171
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
2'-412"2'-3"77'-0"
4'-9"4'-11"55'-9"4'-11"4'-9"
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SAWPRAWPRAWPRAWPRA

WPRAWPRA WPRAWPRA
1/8''=1'-0''
SP-112SP-101 WATER POLO STANCHION ANCHORWATER POLO ROPE ANCHOR==WP RAWPSP-102 STANCHION ANCHOR=SASP-113 FLOATING WATER POLO=FWP SP-5
NORTH
12''2'-3''12''2'-3''12''2'-3''
SP-144 WATER POLO CUP ANCHOR=WPCA

WPCAWPCA WPCAWPCA
4'-9"4'-11"55'-9"4'-11"4'-9"
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
172
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1''=1'-0''[''=1'-0''
9''

SHOTCRETE WALL
TILEWATERLINE6'' X 6''

DOUBLECAP TILE WATERLINE
SLOPE 2%RECESSED TILE (2) ['' RADIUS BEAD @ 4|''BULLNOSE @ TOP ANDDECK W/ [" RADIUSCANTILEVER CONCRETEPOOL PERIMETER 3''
6''6''2"1'-4''
2\''1'-4''2''2\''
WATER LEVEL PER PLANELEV. PER PLANPOOL DECKCERAMIC TILEMARKERS 2''
7''

WHITE PLASTERFINISH
12''

MARKERS

BULLNOSE

RECESSED

SHOTCRETE W/ WOODFLOAT FINISH

BOTTOM EDGE

PROVIDE SMOOTHEVEN NON-ABRASIVEHANDHOLD FINISHWATERPROOFING PERSPECIFICATIONS FLUSH

VARIES SEE PLAN
1'-4''

CAST IN PLACE FLOORSHOTCRETE WALLS
LAP ALL REINFORCEMENT MIN. 64 BAR DIA.PLACEMENT, ROUGHEN TO |'' AMPLITUDE.SANDBLAST JOINT PRIOR TO SHOTCRETEFLOOR AND SHOTCRETE WALL JOINT.PROVIDE CONST. JOINT AT POURED 12''THUS3-#5 CONT. #4 @ 12'' O.C.
#4 @ 12'' O.C.2'-0''4''6''
8''6''
THRU-OUT FLOOR#4 @ 12'' O.C. E.W.
#4 @ 12'' O.C. E.W.(SEE TABLE)SPRING LINEWALL/FLOORTRANSITION 2-#4 CONT2''CLR
3'''ds'
CLR.2''RAD1\''KEY3'' CLR."t" SEE TABLE12''
3-DIA LAP64 BARWATER DEPTHAROUND POOL#4 @ 12'' O.C.7-#4 CONT 2'-6''2"CLRREINF. IN SAME PLANE
1-#4 CONTWATER LEVEL
2''
C.J.3''CLR
2'-6''1'-4''7''
6''6''2''3''12''5''
6''FLR.

FIELD BEND REINF.

CLR TYP.
-3
REINFORCEMENT TABLEVERTICAL REINF.#4 @ 12'' O.C.#4 @ 6'' O.C.5'-1'' TO 7'-0''8'' WATER DEPTH3'-6'' 6''"t"
18'' TO 2'-6''5''6''3''"ds"RADIUSBEYOND END RADIUSTRANSITION TO FLOOR REINF. #4 @ 12'' O.C.#4 @ 12'' O.C.HORIZONTAL REINF.
24''24''
7'-1'' TO 10'-0''11''2'-6'' TO 5'-0''8''24'' 13''5'-0'' TO 6'-0''10''24'' #5 @ 4\'' O.C.#4 @ 12'' O.C.REAR FACEREAR FACE#4 @ 12'' O.C.#4 @ 12'' O.C.FRONT FACEFRONT FACE10'-1'' TO 12'-3'' #4 @ 12'' O.C.3'-7'' TO 5'-0''7''6'' TO 18''4''#4 @ 12'' O.C.24'' #5 @ 6'' O.C.#4 @ 8'' O.C.-2-4SP-71 #4 @ 12'' O.C.#4 @ 12'' O.C.
(WALL @ 7'-0'' SHOWN.)(SEE TABLE)TRANSITIONWALL/FLOOR
"ds"
"t" POURED FLOORSHOTCRETE WALLS
SPRING LINERADIUSSEE TABLE1\'' KEY
#4 @ 12'' O.C. E.W.THRU-OUT FLOOR
3LAP MIN.64 BAR DIA
6'' FLOORTHICKENEDTRANSITION
6''FLR.

WATER LEVELREINF. IN SAME PLANE
3''CLR
1'-4''
"t"
6''
THUS12''2'-0''6''
3''CLR8''4'' 2"CLRC.J.
7''
1'-4''1-#4 CONT
HORIZ. REINF.VERT. REINF.12''2''CLR6''2''3''6''
5''2''
1-#4 CONT12''
2'-6''2'-6''
WATER DEPTH3REINF. PERHORIZONTAL
ELEVATIONWALL REINF.SCHEDULE3
GUTTER REINF.HORIZONTALWATERLEVEL
3PER 2
DECKINGCANT.
3 FIELD BEND REINF. MIN. RADIUS = 6dFOR #4 BARS
(WATER DEPTH MINUS RADIUS)DIMENSION VARIES "ds"#4 @ 6'' O.C. (AT7'-0'') VERT. SEESCHEDULE PROVIDE CONST. JOINT AT POURED FLOOR &SHOTCRETE WALL JOINT PER DETAIL-2 3-#5 CONT. INBOND BEAM7-#4 CONTAROUND POOL
[''=1'-0''
6''6''6''6''
[''=1'-0''

2.3. 33'' MIN.
36''
13''

1. 44''
4|''
LOADING: 300 LBS. PER SQ. FOOT.NOTES:
36'' RECESS1''

4. PROVIDE A MINIMUM OF TWO(2) \'' DIA. WEEP HOLES ATEACH OF THE 4 (FOUR) SIDESOF THE DRIP CHANNEL.WIRE MESHFOR CASTINGMATERIAL MATERIAL: ALUMINUM WITHSTAINLESS STEEL BOLTS,NUTS, SPRINGS, SLAMLOCK, HINGES & HOLD OPENARM.BITUMINOUS COATING ISAPPLIED TO AREA OFFRAME IN CONTACT WITHCONCRETE.HINGES TO BE LOCATEDOPPOSITE LADDER RUNGS.

WATERTIGHT PLUGREMOVABLE KEYWRENCH
STAINLESS STEEL CONTINUOUSHINGE MANHOLE SHALL BE U.S.F.FABRICATION INC.#R-TPS-300-36x36ALUMINUM. 1(800)258-6873.

STAINLESS STEELAUTOMATIC HOLD OPENARM WITH RED VINYL GRIP\'' DIA HOLE ATBOTTOM OF DRIPCHANNEL (TYP.)STAINLESSSTEELSPRINGS\'' DIA WEEP HOLES TYP.

STAINLESS STEELSLAM LOCK
FLUSH CASTALUMINUM DROPHANDLE|'' SMOOTH PLATECONCRETE INFILLLATCHFLUSH 3-#4 EACHSIDE OF SURGECHAMBER SLAB ACCESSPER 6/SP.5CLEAR OPENING -A
-B2SP-7

SECTIONA
PLAN VIEWBCROSS-SECTION @ SURGE CHAMBER ACCESS
44''
'KARNEL' CUSTOM STAINLESSSTEEL ACCESS LADDER WITH'BILCO' LU-3 STAINLESSSTEEL LADDER SAFETYPOST. COLOR TO BEYELLOW.

SP-6DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

POOL BOTTOM SHALL BE OVEREXCAVATED MIN.2'-0'', SCARIFIED 12'', MOISTURE CONDITIONED TONEAR OPTIMUM MOISTURE CONTENT AND COMPACTEDTO AT LEAST 90% RELATIVE COMPACTION. 1SP-8

SEE CIVIL PLANS FORDECK DRAINS AND DECKREINFORCEMENTVARIESSEE PLAN NOTE: ALL DECK JOINTS AT CANTILEVERSHALL BE FULL DEPTH AND DOWN FACEAND UNDER SIDE OF GUTTER.

FOR 8'-0'' BEYONDPOOL EDGECANTILEVER CONCRETE AND FIRST 8'-0'' OF POOLDECK W/ MEDIUM BROOM FINISH AND 4,000 PSICONCRETE PER SPEC SECTION 13.11.02 SEE 2/SP-6 FOR ADDITIONALCANTILEVER AND DECK NOTES
1CONCRETE NOTES:THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYSWITH A 0.40 MIN. TO 0.50 MAX. WATER/CEMENT RATIO:POOL = 4,000 PSISLAB-ON-GRADE = 4,000 PSI2CONTINUOUS INSPECTION BY AN APPOVED INSPECTOR ISREQUIRED FOR ALL CONCRETE PLACEMENT.3ALL CEMENT USED SHALL CONFORM TOA.S.T.M. C-150, TYPE II4FINE AND COARSE AGGREGATE SHALLCONFORM TO A.S.T.M. C-33. MAXIMUM SIZEOF AGGREGATE TO BE 1''.5CONCRETE MIX DESIGNS SHALL BE BASEDUPON ACI 318, SECTIONS 19.3.2 AD 26.4.2.6CONCRETE SHALL BE TESTED ANDINSPECTED PER CBC 1705.3 AND ACI 318.7REMOVAL OF FORMS SHALL COMPLY WITH ACI 318,SECTION 26.11.2.8ALL REINFORCING SHALL BE ASTM A-615,GRADE 60, UNLESS OTHERWISE NOTED.LAPS SHALL BE 64 BAR DIA. 1SHOTCRETE NOTES:23ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150, TYPE II46SHOTCRETE SHALL BE TESTED AND INSPECTED PER CBC 1705A.3 AND ACI 318-19 SECTIONS 26.12 AND 26.13.

SHOTCRETE SHALL HAVE A COMPRESSIVE STRENGTH 4,000 PSI AT28 DAYS. SHOTCRETE MATERIAL SHALL HAVE A WATER/CEMENTRATIO OF 0.40 MIN. TO 0.45 MAX. PER ACI 318.CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR ISREQUIRED FOR ALL SHOTCRETE PLACEMENT PER ACI 318.FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33.MAXIMUM SIZE OF AGGREGATE TO BE {''.5SHOTCRETE MIX DESIGNS SHALL BE PER ACI 318-19 SECTION 26.47ANCHOR BOLTS, ANCHORS, DOWELS, INSERTS, ETC. SHALL BESECURELY TIED IN PLACE PRIOR TO PLACING OF SHOTCRETE.8ALL REINFORCEMENT WITHIN SHOTCRETE SHALL MAINTAIN THE GREATEROF 6d AND 2\'' CLEAR SPACING BETWEEN BARS, NON-CONTACT SPLICES.9THE FILM OF LAITANCE WHICH FORMS ON THE SURFACE OF THESHOTCRETE SHALL BE REMOVED WITHIN APPROXIMATELY TWO HOURSAFTER APPLICATION BY BRUSHING WITH A STIFF BROOM. IF THIS IS NOTREMOVED WITHIN TWO HOURS, IT SHALL BE REMOVED BY THOROUGHWIRE BRUSHING OR SAND BLASTING. CONSTRUCTION JOINTS OVEREIGHT HOURS OLD SHALL BE THOROUGHLY CLEANED WITH AIR ANDWATER PRIOR TO RECEIVING SHOTCRETE.10ALL REINFORCING SHALL BE ASTM A-615, GRADE 60, UNLESSOTHERWISE NOTED. LAPS SHALL BE 64 BAR DIA. 3'' CLR.
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
173
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
\''=1'-0''
\'' = 1'-0'' \''=1'-0''
(WALL @12'-0'' SHOWN)ELEVATION POOL WALL SECTIONPROVIDE CONST. JOINT ATPOURED FLOOR & SHOTCRETEWALL JOINT PER DETAIL 2 "t" SEE TABLESHOTCRETE WALLSPOURED FLOOR
VERTICAL REINF.

HORIZONTAL REINF.

REAR FACE

FOR GUTTER/DECKSEE DETAILREINFORCEMENT
1\'' KEYTERMINATE VERTICALEND OF WALL/FLOOR LAPREINFORCEMENT AT 3''CLR

RADIUSSPRING LINE
3''CLR
"t" SEE TABLE

SEE TABLETRANSITION(SEE TABLE)WALL/FLOOR

WATER LEVEL
64 BARMIN.

WATER DEPTH
DIA LAP 6''FLR.WALL REINF.REAR FACE
#5 @ 4\'' OC PER SCHEDULE4''
PER SCHEDULEHORIZONTAL REINF.

HORIZONTALGUTTER REINF.PER DECKINGWATERLEVELCANT.
"ds" SEE
3 2
FIELD BEND REINF. MIN. RADIUS = 6dFOR #4 BARS
(WATER DEPTH MINUS RADIUS)DIMENSION VARIES
3 333
2 2
"ds" SEE TABLE
THRU-OUT FLOOR#4 @ 12'' O.C. E.W.3''CLR6'' FLOORTHICKENEDTRANSITION 3 TABLE
3 3 2'-6''47'' LAP33''CLRVERTICAL REINF.3 HORIZONTAL REINF.FRONT FACE3SEE TABLESEE TABLEREAR FACESEE TABLE

FRONT FACESEE TABLE
E.W. = EACH WAYO.C. = ON CENTERLEGEND
[''CLR.
10''~ PIPETYP.

SURGE CHAMBER REINFORCINGAT PIPE PENETRATIONS\''=1'-0'' WHEN PIPE LOCATIONS DISRUPTSREINFORCING GRID, ADD (1) #4EA. SIDE x 48'' LONG (MIN. 24'' EA.SIDE OF < OF PIPE), LAP INTOGRID AT DISCONTINUED BARS.TYPICAL #4 @ 6'' O.C. E.W. INVERTICAL WALL
NOTE:OMIT BOTTOM KEYWAYS AND ALL WATERSTOPSAND PROVIDE WOOD FLOATFINISH IF SHOTCRETECONSTRUCTION IS USEDSECTION6A 10'-0''#5 @ 6'' O.C. VERT.
@ SCA3-#4 ADDIT.
(TYP. ALL WALLS)
32'' LAPTYP.PLAN VIEW6A
10''CENTERED
10''TYP.32'' LAP10''
3'-8''3''TYP.
8'-0''
#4 @ 6'' O.C. HORIZ.CENTERED10''
4\''
4\'' CLR.
4\'' CLR.
5SP-6LATCHSIDESCA
3''TYP.
3'-8''18'' MIN. 2-ACCESSLADDER

WATERPROOFING PER
8'-0''#4@6'' O.C. E.W.
#5 @ 6'' O.C. VERTICAL#4 @ 6'' O.C. HORIZONTAL

OPERATIONAL LEVEL
3''OPER.3'-0''
#5 @ 6'' O.C. E.W.
12'' SURGE10'-0''7'-0''STATIC W.L.
9''
10''
32'' LAPTYP.

WATERSTOPSWELLSEAL #8
32'' LAPTYP.10''
3''
2'-0''
9''2'-0''THICKENEDSECTION
4''
4\'' CLR.

SPECIFICATIONS
FIELD BENDREINF.FIELD BENDREINF.
4\''
3''9''
6''
6''
CLR.4\''CLR.

CLR.4\''CLR.4\'' CLR.

CLR.4''CLR.
2316''x8''x{''x6'' LONGFRP ANGLE STANDARDWALL BRACKET TYP.

VARIES PER DEPTHAOF SURGE CHAMBER8''
SPACE RUNGS @ 12'' O.C.6''6''
1'-6''B
VARIES PER DEPTHAOF SURGE CHAMBERSPACE RUNGS @ 12'' O.C.6''6'' 9'' \''~ SS HILTI KBTZ2 W/3|'' MIN. EMBED TYP.(ESR-4266)
9''
\''~ SS HILTI KBTZ2 W/3|'' MIN. EMBED TYP.(ESR-4266)
ABLADDER WIDTHOVERALL LADDERHEIGHTCONTRACTOR TO VERIFY:
5'-6''7\''3'-4\''1'-4''
5'-6''7\''3'-4\''1'-4''
SURGE CHAMBER REINF.2'-3''2'-3''
2'-3''2'-3''
5SP-61|'' SERRATED FRPRUNGS TYP.
2316''x8''x{''x6'' LONGFRP ANGLE STANDARDWALL BRACKET TYP. 'FIBERGRATE' DYNARAILFRP ACCESS LADDER WITH'BILCO' LU-3 STAINLESSSTEEL LADDER SAFETYPOST. COLOR TO BEYELLOW. TWO (2) PLACES.

SP-7DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SURGE TANK BOTTOM SHALL BEOVEREXCAVATED MIN. 2'-0'', SCARIFIED12'', MOISTURE CONDITIONED TO NEAROPTIMUM MOISTURE CONTENT ANDCOMPACTED TO AT LEAST 90%RELATIVE COMPACTION.

AND ADDITIONAL NOTES
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
174
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE
16''14''12''12''
FOR DEPTH MARKER/FORM RECESS ['' DEEPCAUTION MARKER PLAQUE 12''
TILES.
12''

WHITE PLASTER
PER SPECIFICATIONSTARGET @ < OFTILE FLUSH W/
DOUBLE BULLNOSEEA. RACING LANE1''x 1'' NON-GLAZEDCERAMIC MOSAICPLASTER FINISH 12''FINISH
14''

TARGETS
WATER LEVEL6''x 6'' W.L. TILE
['' RAD @ DECK
1''x 1'' NON-GLAZED4|''x 4|'' BLACK ONBLUE CERAMIC TILEDEPTH MARKERS CERAMIC MOSAIC 2\''x 6'' BULLNOSE4|''TYP.
8\''FLUSH
ROPE ANCHOR<
EKO3 #DP-108-00004STAINLESS STEEL GUTTER CAPCENTERED AT ALL RA & WP RALOCATIONS TYP. 1\'' = 1'-0''1\"=1'-0"
1\'' = 1'-0''

SECTION THROUGH TILESETTING BEDMORTAR
[''

MARKERS
8''36''
45''
1'' X 1'' CONTRASTINGNON-GLAZED CERAMICMOSAIC TILE LETTERS ONNON-GLAZED TILE FIELD -SEE SPEC'S FOR COLORAND MFR 3''=1'-0''
CERAMIC MOSAIC TILE LETTERS ONNON-GLAZED WHITE FIELD - SEESPEC'S FOR COLOR AND MFR.1'' X 1'' CONTRASTING NON-GLAZEDDECK AND FRONT CANTILEVERDECK FACE (PER DET. 2 SP.6)AT ALL DEPTH MARKER LOCATIONSPROVIDE DEPTH MARKERS ONSEE DETAILFOR TYPICALSECTIONTHROUGHTILE MORTARBED 6 2'-4''
8''
8''8''
2'-10''
2'-10''
6 1\'' = 1'-0''
TYP.8''2'-2''
1'-2''12''1'-2''
12''
3'-4''
1''x 1'' UNGLAZED NON-SLIPCERAMIC MOSAIC TILE PERSPECIFICATIONSWHITE PLASTER FINISH

WATER LEVEL
PER SPECIFICATIONS12''
12''12''16''
14''14''12''1'' X 1''NON-GLAZED CERAMICMOSAIC TILE PERSPECIFICATIONS

CANTILEVER DECK FACE
SILK SCREENOF 6'-0'' OR LESS.NOTE: PLACE IN DECK AT ALL DEPTH MARKER LOCATION TAN COLOR BODY WITH BLACK OUTLINE, HAIR AND TRUNKS._'' BLUE WATER._'' BLACK POOL FLOOR.5.6.4.3.2.1.INLAYS DOUBLE GLAZED WHITE SLIP RESISTANT TILE TYP. OF (1) PIECE OVER |''MORTAR BED WITH 116'' GROUT JOINTS. SEE PLAN FOR LOCATION.1'' WIDE RED CIRCLE WITH 1'' WIDE RED DIAGONAL LINE.116'' RED TICKS ABOUT THE HEAD.

REFER TO DEPTHMARKERS DETAIL FORDIMENSIONS & LOCATIONS.4- SP-8DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

DOUBLE BULLNOSE TILE
LOCATED 6'' CLEAR OF DECK JOINTSNOTE: DEPTH MARKERS SHALL BELOCATED 6'' CLEAR OF DECK JOINTSNOTE: NO RUNNING AND NO DIVING MARKERS SHALL BE 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
175
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
[''=1'-0''
MIN.
9''9''9''9''3'-6''9''9''
6''
6''
AND SPECTRUM #35214 S.S.ESCUTCHEON PLATES6'-0''12''
HANDRAIL TYPE 304 WITH 320 GRIT FINISH"PARAGON" # 34203: 1.90'' O.D.W/ #C1200B BRONZE ANCHOR SOCKETS 1-#4 CONT. @ EA. STEPTILE DOWN TO 6''x6'' W.L.#4 @ 12'' O.C. EW CENTERED IN 6'' SLABPROVIDE WHITE NON-SLIP 1''x1''TILE @ LAST RISER#3 TIE @ 18'' O.C. 4-#4 CONT. LAP INTO POOL EA. SIDE
\''6''14''
2'-10''
REINF.BOND TO
REINF.BOND TO
12'' LEVEL TOSTART OF RADIUS
2'-10''
TRIM TILE ON STEPS 'INLAYS' 2\''x6'' NON-SLIP ''BLACK''#CPC00022 OR 'DALTILE' 1''x2'' |'' ROUND #S812 WITH2-1''x1'' BLACK NON-SLIP TILE.

WATERLEVEL
3'' CLR.

TYP. EA. SIDE.TERMINATES ATFIRST POOL RISER
12''
6''9'' 12''
3''CLR.MIN.
#3 @ 6'' O.C. E.W. x20'' LONG
2|''1''\''REDGE TILE#CPC00022, NON-SLIP, BLACK.INLAYS SAFETY2|'' x 1'' x 6'' LONGPLASTERFINISHWHITE 1\''=1'-0''
3-

STAIR TREAD DETAIL AND UPPER APPROACH

TRIM TILE AT TOP
SLAB (12''x18'')
4|''2\''CLR.
11''24'' LAP
2\''
4_''1, 2SP-14
1, 2SP-14
3"3"6"7"7"3"3"7"6"7"

THICKENED

POOL GUTTER
[''=1'-0''
WATERLEVEL6''12''DEPTH
POOL DECKELEV. PERPLAN

GUTTER TO TERMINATEAT FIRST STEP PER PLAN
6''PER PLAN
HANDRAILPROVIDE 1''x1'' TILEALONG FACE OFTHICKENED DECKAND TOP STAIRRISER 2-
CONTRACTORSHALL MATCHWATERLINE ANDGUTTER CAP TILEALONG FACE OFSTAIR RISER. 12''12''12''
[''=1'-0''

1.2.3.GUSSET COVER PLATE TO BE ATTACHED REQUIRING A TOOL FOR REMOVAL.4.UTILIZE OUTLET IN OFFICE FOR DISABLED LIFT BATTERY CHARGE STATION.5.POOL LIFT SHALL BE LOCATED WHERE THE WATER LEVEL IS AT LEAST 36'' AND DOES NOT EXCEED48'' DEEP , UNLESS ENTIRE POOL IS GREATER THAT 48'' DEEP. (CBC SECTION 11B-1009.2.1)6.ON THE RAISED POSITION, THE CENTERLINE OF THE SEAT SHALL BE LOCATED OVER THE DECKAND 16'' MINIMUM FROM THE EDGE OF THE POOL. THE DECK SURFACE BETWEEN THE CENTERLINEOF THE SEAT AND THE POOL EDGE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.2)7.CLEAR DECK SPACE SHALL BE PROVIDED ON SIDE OF SEAT OPPOSITE THE WATER PARALLELTO THE WATER 36'' WIDE x 48'' MINIMUM FROM A LINE LOCATED 12'' BEHIND THE REAR EDGE OFTHE SEAT. THE CLEAR SPACE SHALL HAVE A 2% MAX. SLOPE. (CBC SECTION 11B-1009.2.3)8.THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17'' MIN. TO 19'' MAX.MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED POSITION.(CBC SECTION 11B-1009.2.4)9.THE SEAT SHALL BE RIGID AND 17'' MIN. TO 19'' MAX. WIDE. THE LIFT SEAT SHALL HAVE A BACKSUPPORT 12'' MIN. TALL. (CBC SECTION 11B-1009.2.4)10.FOOTRESTS SHALL BE PROVIDED, EXCEPT FOR SPA LIFTS, AND SHALL MOVE WITH THE SEAT.LIFT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BEREMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION.(CBC SECTION 11B-1009.2.6)11.THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATERLEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND ANDSHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE (CBC SECTION 11B-309.4). LIFT MUST BESTABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OFTHE SEAT. (CBC SECTION 11B-1009.2.7)12.THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18'' MIN.BELOW THE STATIONARY WATER LEVEL. (CBC SECTION 11B-1009.2.8)13.LIFT SEAT MUST HAVE AN OCCUPANT RESTRAINT FOR USE BY THE OCCUPANT OF THE SEATAND THE RESTRAINT MUST MEET THE STANDARDS FOR OPERABLE CONTROLS IN COMPLIANCEWITH CBC SECTION 11B-1009.2.4 AND SECTION 11B-309.

NOTES:'AQUA CREEK' MIGHTY 400 F-MTY-400 (350 lbs. MIN. LIVE LOAD AND 400 lbS.MAX. LIFTING CAPACITY)CONTRACTOR SHALL PROVIDE COVER FOR LIFT 'AQUA CREEK'EXTRA BATTERY PACK 'AQUACREEK' #F-004AB AND TRANSPORTER CART 'AQUA CREEK' #F-MTTC. 2'-0''2'-0''
4'-0''12''
CLEAR DECK SPACE4'-0''
3'-0''-A
4'-0''x4'-0''x12'' DEEP SUPPORTFOOTING
18''

SEAT ROTATEDOVER POOL

SEAT RESTRAINT
TOP VIEWPOOL PERIMETER3'-6''(3'-8'' MAX.)
2'-6'' POOL PERIMETER

FOOT REST

DRIVE ARM
SEAT RESTRAINT1'-6'' MIN.
12''1'-6''MIN.

WATER LEVEL

BATTERY ANDCONTROL BOXFLIP-UPOUTER ARMREST
SEAT LOWERED2'-6'' FROMDECK
64{''
SLOPE1.8% MAX

SIDE VIEW
4'-0''12''

2.37'' O.D. x 6.17''DEEP STANCHIONANCHORBONDINGCABLE ANDCLAMP PERDETAIL1, 2SP-146.17'' 2'-6''

ACTUATOR

TOP VIEW FOOTING DETAIL

BACK OF GUTTER

2.37'' O.D. x 6.17''BRONZE ANCHORASSEMBLY1'' ~ O.D. X 4'' PVCFIXING ANCHOR#4 @ 12'' O.C. E.W. TOPAND BOTTOM 3'' CLR.TYP.12'' MIN.(14'' MAX.)4'-0''<ANCHOREMBED
2'-0''2'-0''
4'-0'' SQ. X 10''DEEP CONCRETEFOOTING3\''
3'-6''(3'-8'' MAX.)
#4 @ 12'' O.C. E.W. TOPAND BOTTOM.COORDINATE WITHDECK REINFORCEMENT SP-9DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
176
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
\'' = 1''
HEX]''
3\''
HEAVY DUTY CHROMEPLATED EYE BOLT PARAGON#70317FILL SPACE BETWEEN ANCHORAND SHOTCRETE SOLID WITH10,000 PSI AT 7 DAYNON-SHRINK GROUT

BONDINGCABLE ANDCLAMP PERPOOL WALLPER PLAN
7''
THREADED BRASS INSERTPARAGON #70318

WHITE PLASTER FINISH
1, 2SP-14
3''=1'-0''1, 2SP-14
PENDANT STANCHION = 7'-0''BACKSTROKE STANCHION = 7'-0''WRENCH (TYPICAL) PROVIDE GROUND CABLETO DECK REINF. GRID
ELEV. PER PLANPOOL DECK
6''
THICKEN SLABAS SHOWNALL SIDES4'' CL'R3"DRILLED FOR SPANNERTHREADED PLUG ANDSTANCHION ANCHOR WITHS.S. PIPE STANCHION (TYP)1.90" O.D. X 0.145" WALLRECALL STANCHIONSINSTALL BACKSTROKE &CHROMED CAST BRONZESTANCHION ACCESSORIES:PER SPECIFICATIONS #3 BARx20''PROVIDE (4)THUS:

WATERLINE3'-0" BACK FROM
3'' CL'R#4 @ 12'' O.C. E.W.

ON POST ALLOWED.MAXIMUM 100lb. TENSIONNOTE:
3\''3\''
2'' CLR.
3"6"7"7"3"3"7"6"7"
6''
3'' CL'R
2''2''
1''=1'-0''
[''=1'-0''
4'-6''
6'-0'' OR 8'-0'' PER SPEC.

PLATFORM
SEAT
4'-2''
2'-2''NOTE: SEESPEC'S FORCHAIR MFR

RUBBERBUMPER

DECKPERPLAN
CYCOLACSTEPSGRIT FINISH.STAINLESS STEEL WITH 320TYPE 304 1''=1'-0''
VERIFY
REINF.CABLE ANDCLAMP PERTO DECKDETAILGUTTER

BONDING
POOL
1"C
8'' X 12'' STEPANCHORCOMPETITORMANUF.PLATFORMSOCKET PER 10 deg
6''
1'-6''
1'-0''

ROPE ANCHORPER DETAIL(BEYOND)

WATER LEVEL
24'' X 32'' TOP PLATFORMPER MFR CALLED OUT
ELEV. PER PLAN
IN SPEC'S (FIBERGLASS)TUBING 1''~

POOL DECK

POOL PERIMETERBACKSTROKE
2'-6'' MAX
ELEV.1'-6''PLATFORM
EKO STAINLESS STEEL GUTTER CAP CENTERED AT ALL RA & WP/RA 3LOCATIONS 9''STEEL WITH 320 GRITTYPE 304 STAINLESSFINISH
3''
PROVIDE(6) #3 BARTHUS:7"7" 7"21\"
1- SP-141, 2
6"7"
REINF.CABLE ANDCLAMP PERTO DECKDETAILGUTTER

BONDING
POOL

WATER LEVEL
9''

POOL PERIMETER

DECK PER PLAN
BUMPER PLATES1''x1'' NON-SLIP TILE6''x 6'' MIN. TYP.TYP. EACH LEGPROVIDE WHITE BUMPERRUBBER ESCUTCHEON PLATEW/ SPECTRUM S.S. #35214ANCHOR SOCKETCAST BRONZE 4_''

CROSS BRACEDPRE-FABRICATEDLADDER PER SPEC'S
6''30''
1'-0''8''1'-0''1'-0'' 2'-4''4''
3|'' (3'' MIN.)4|'' (5'' MAX.)
5'' MIN.STAIRTREAD TYP.
1'-0''
GRIT FINISH.TYPE 304 STAINLESS STEEL WITH 320
#3 BARx24'' @ EA.PROVIDE (4)POST THUS:
3''
SP-141, 2
3"3"6"9"3"3"9"6"9"9"
SP-10DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
177
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1''=1'-0''
RUBBER BUMPERTILE BUMPER PLATES TYP.EA. LEG (6''x 6'')PROVIDE WHITE NON-SLIP

POOL PERIMETER
BONDINGDETAIL TOCABLE ANDCLAMP PERGRIDDECK REINF.

EDGE DET'LON POOLGUTTERAS SHOWNPOOL
6''WATER LINEPER PLANDECK ELEV.

STANCHIONANCHORSOCKET VERIFY2'-6''2'-4''
3'-0'' WHEN POOL IS 5'-0'' OR GREATER5''VARIES1'-6''
10'' 1, 2SP-143"3"6"7"7"3"3"7"6"7"#3 BARx20'' PROVIDE (4)THUS:

SP-63
1''=1'-0''

SIDE VIEWFRONT
12''17''4'-8''27''
14''10'-4''
\''=1'-0''
14''

ANTI FLOATING WATERPOLO GOALS TOMEET NFSHA & USA WATERPOLO STANDARDSOR EQUAL

PLAN VIEWSIDE AND REARROPE TETHERS
3'-6''

CSECTION
6''7''3''CLR.

VERT./HORIZ. REINF.PER11
32'' LAP TYP.
1'-0''1'-0''1'-0''2'-11'(VERIFY)

WATERLEVEL
GRABRAILS AS SHOWN ONSPEC'S FOR MORE INFOPLAN ABOVE - SEEFIGURE 4 TYPE CYCOLAC STEPINSERTS (TYP.)
24'' CLR.

FINISHWHITE PLASTER
-C
16\''TYP.
6''TYP.5''\''\''15\''\''\''

BELEVATION

POOL PERIMETERGRABRAILAS SHOWN
-A
(3) #3 BARS30'' LONG24'' LONG(4) #3 BARS
24'' CLR.NON-SLIPCERAMIC TILEPER SPEC'S1'' X 1'' UNGLAZED PROVIDE 1'' RADIUSCANTILEVER DECK EDGETYP. AT CORNERS
2'-2''

PLANPOOL PERIMETER
B-
3''3''3''4''4''3''REINF PER
TAKEN DURING THE SHOTCRETE/NOTE: CARE SHALL BESTEP CUT-OUTS THATARE SUFFICIENTLY(NO EXCEPTIONS!!)CYCOLAC STEP INSERTS.FLUSH INSTALLATION OFDEEP TO ALLOW FORPROCESS TO PROVIDESTRUCTURE7'' MIN.3/SP-6 A
@ EACH STEP. LAPSHORIZ. #4 BARS 40'' LONG

WHITE PLASTER FINISHSHOTCRETE POOL
15\W'' X 5''H X 5\''D(2) #4 BARS 6'' APART (BEYOND)EACH SIDE OF STEPSSHELL

DEEP GROUT
DEEP END1'-0''1'-0''ONLY
2'-2''
1'-6''ESCUTCHEON PLATES W/ SPECTRUM #35214 S.S.

CLAMP PERCABLE ANDDET'LBONDING
(2 PER GRABRAIL)8''
7''
3''
8'' CAST BRONZEANCHOR SOCKET320 GRIT FINISH AS SHOWN ON TYPE 304 STAINLESS STEEL WITH

SLIP CERAMIC
INSERTS (TYP.)CYCOLAC STEP
ELEV. PER PLANUNGLAZED NON-DECK LINE BEYONDTILE PER SPEC'S

PLAN ABOVE - SEE SPEC'S FOR

POOL DECK

WATER LEVEL
2''8''
1'-0''1'-0''VERIFY2'-11''
FIGURE 4 TYPE GRABRAILS
9''
SECTION4_''2}''
MORE INFORMATION.
8''4''11
7"
7" 6"EQ.EQ.
7"7"7"2"2\"2\"GRABRAIL THUS:PROVIDE (7)#3 BAR PER

4.625''
5"
#4 x 94'' LONG HORIZONTALBENT BARS: LAP 32'' EACHSIDE WITH WALL HORIZONTALBARS THAT STOP AT START OF STEP INSET. 12'' INTO EACH SIDE BEYONDOPENING.
#4 x 94'' LONG HORIZONTALBENT BARS: LAP 32'' EACHSIDE WITH WALL HORIZONTALBARS THAT STOP AT START OF STEP INSET.(2) #4 BARS 6'' APARTEACH SIDE OF STEPSEXTEND 32'' MIN. BELOWBOT. OF LOWEST STEPSP-141, 2 2\"2"
SP-11DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

FUTURE WATERPOLO GOALASSEMBLY
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
178
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
\''=1'-0''1'' = 1'-0''
18''6''
<
18''36''1''
64 BARDIA. TYP.MAIN DRAIN SUMP

POOL PLASTER
NOTE:
#4 BARS @12'' O.C. E.W.

PER PLANSUCTION PIPING9''
181920212223
DALDORADO, LLC.DalMax-GO-1818 (Single) UNBLOCKABLE Cover inMultiples per APSP-16 2017 Life 10 Years Submerged Suction Outlet CoverDalMax-SG/FG-18X36:FLOOR-2869 GPM WALL-2080 GPMDalMax-SG/FG-18X54:FLOOR-4412GPMFor Single or Multiple Drain Use 6'' MIN.6'' MIN.

CONTRACTOR SHALL PROVIDE ALLREQUIRED CERTIFICATIONS FORV.G.B.A., AB1020 (CALIFORNIA ONLY)OR ANY STATE CERTIFICATIONS.

NO LEAK FLANGE TYP.OR SWELL LEAK #8
18''x 18'' MIN. DRAIN ROCK UNDER MAIN DRAIN
2''~ HYDROSTATIC RELIEFVALVE @ MAIN DRAIN TYP.

DALDORADO MAIN DRAINSUMP/GRATEDALMAX-SG-183634 PIPESIZE PER PLAN V.G.B.COMPLIANT 4SP-13
PVC HEADER1\''~ PVC 90^ ELBOW
ELEV. PER PLANPOOL FLOORPOOL PLASTER TYP.

OPEN COVER PLATEONE FULL TURNINSTALL FLUSH TO TOP OFPLASTER

FLOOR INLET FITTINGPER SPECIFICATIONSNON-SHRINKGROUT
NO LEAK FLANGE ORSWELL SEAL #8 TYP.ALTERNATE LOCATIONFOR PVC HEADER <FITTING(SEE PLANFORPRECISELOCATION)
3''=1'-0''
4SP-13
1''=1'-0''
3'' PVC 45^PVC GUTTER RETURN
3'' PVC LEADER
CONC. POOL DECK
RIMFLOW POOL ONLY: AIR VENT MUST BEINSTALLED NO LOWER THAN \'' BELOWPOOL WATER LEVEL.

TO SURGECHAMBER
PROVIDE BONDINGIF WITHIN 5' OF POOL EDGE
GUTTER LINE AIR VENT 'ZURN'#JP2210-TOP-3WITH \'' MAX. GRATEOPENINGS IN ALLDIRECTIONS.

BOARD
19\''
PLAN
36''56}''22[''

DASHED LINE INDICATESLIMIT OF THICKENED PAD-SEE SECTION ABOVE 32''
2 }''~ BOLTS INTO
C

SECTIONPER DETAIL(TYPICAL)STAND ANCHORS
12'' TYPICALU.N.O.21''29|''
FLOOR AS SHOWNTHICKEN DECK36''
12''
#4 @ 12'' O.C. E.W. TOP & BOT.3'' CLR.
73''

ANCHORS
9''TYP.PERSTAND 3'-0''3'-3{''WATER LINEELEV. PER PLANPOOL DECK (1 METER)
VERIFY THISDIMENSIONPERIMETERPOOL72''

SECTION
12''
12''4'-5|''6''TYP.
2-#3 TYP.
6''TYP.6''TYP.
1, 2SP-14
2SP-14
6''TYP.

BONDING CABLEAND CLAMP PERDETAIL (EACHANCHOR)NON-SLIP STAIRSHANDRAIL ONE PIECE EXTRUDEDRIBBED ALUMINUM DURABLEDIVE BOARD WITHSLIP-RESISTANT, EASILYCLEANABLE, CORROSIONRESISTANT FINISH.8'-0'' SLOT DRAIN -SEE CIVIL PLANS SLOT DRAIN6'' PVC PIPE
SP-141, 2
#4 @ 12'' O.C. E.W.U BARS WITH 64BAR DIA. LAPTOP & BOTTOM, #4 BARS AT 12'' O.C. E.W.LAP 64 BAR DIA. WITH FLOOR3'' CLR. 34''
2 PIPE DIA. OR 6'' MIN.(WHICHEVER IS LESS)
18'' OR AS REQ'DBY CODE
NOTE:COORDINATE ALL PIPING WITH SITE UTILITIESINCLUDING PIPING, CONDUITS/STRUCTURES ANDTHE LIKE. COORDINATE ALL PIPING ELEVATIONSWITH ALL SITE UTILITIES.

UNDERGROUND PIPING
4''MIN.PROVIDE SANDENCASEMENT OFALL PIPES
6''MIN.TOP OF POOL DECK
1'' = 1'-0''
SP-12DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

COORDINATE W/ DECKREINFORCEMENT
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
179
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1''=1'-0''

SIZE SHOWNON PIPING
(GRAY IN COLOR)FINISH W/ (2)COATS OFTHOROSEALNO-LEAKFLANGE

PLANPIPING OUTLETGUTTER
FLOW
1'' LEDGE4 SIDES
PRE-FABRICATEDGRATING PERSPECIFICATIONS2''12''1'-4''

VANDEL PROOF GRATE
IS 1'-1'' WIDE X 3'-0''LONG (INSIDE DIM.)GUTTER OUTLET BOX

FRAME WITHGROUT SOLID

SHELLSHOTCRETE POOL
8''1'-1''1'-1''1'-6''1'-6''
1'-6''9''9''SURGE CHAMBER(BEYOND)SLOPE MIN. 1.5%

GUTTER GRATE BEYOND
PVC GUTTERLAWSON AQUATICSMLD-FGD-1212 SUCTION LINE TO

WATER LEVEL
2''POOL PERIMETER7''
6''6''CLR.2''8''<8''WATER LEVELTOP OF DECKING
#4 @ 12'' O.C.

BONDING CABLE AND CLAMPPER DETAIL TODECK REINF.1, 2SP-14

TOP AND BOTTOM
FLUSH
#5 @ 12'' O.C. TOP AND BOTTOM
PROVIDE 1-#4 ADDITIONALEA. SIDE OF OPENING TYP.PROVIDE 1-#4 ADDITIONALEA. SIDE OF OPENING TYP.

PROVIDE GUTTER ACCESS COVER.12''x16'' STAINLESS STEEL PAN WITH1'' CONC. INFILL AND LIFTING LUGS.PROVIDE 3/16'' S.S. ANGLE IRON FRAMEWITH BONDING LUG. ONE PER GUTTER OUTLET.FOUR (4) TOTAL. COORDINATE LOCATIONSWITH DECK ANCHORS. DISCONTINUE DECK REINF.2'' CLR. AROUND ACCESS COVER POOL DECK.SIX (6) TOTAL.ELEV. PER PLAN 4-

TOP VIEW
DECK REINF. PERCIVILGUTTER WALL
#4@12" O.C. E.W. INCANTILEVER GUTTERADDITIONAL #4 BARX 48" EACH SIDE

GUTTER ACCESS
POOL
SIX (6) TOTAL

PIPE DIAMETERPER PIPING PLAN
MIN.4'' PERTABLEWIDTHFLANGE

SOLVENT OR HEATWELDED PVC SEALFLANGE ON COUPLINGAS SHOWNPVC PIPE SHOWN ONPIPING PLAN CAST-IN-PLACECONCRETE ORSHOTCRETE WALLOR FLOOR ASSHOWN ELSEWHERE12'' & LARGER2\''2''1\''\'' 8'' TO 12''4'' TO 6''\'' TO 3''PIPE SIZESFLANGE WIDTHFLANGES:EQUALEQUAL

NO SCALE NO SCALE

OPERATIONALLEVEL

STATIC WATER LEVEL OF POOL
MR-56
BFV3'-6''SURGE5'-0''SP-73
BFVBFV
SP-55
2x PIPECVBFVDIA.BFV
DECK LEVEL TOOL OPERATED BFVWITH S/S EXTENSION SHAFT W/DETACHABLE OPERATING TOOLLOCATED IN STANCHION POSTANCHOR W/ THREADED CAP.

GUTTER OUTLETSUCTIONS FROM POOLMIN 1.5% SLOPESURGECHAMBERACCESS 8'' DIA PVC STILLING WELL WITH 'BECS' LEVELSENSOR ESTABLISHING OPERATIONAL LEVEL.LEVEL SENSOR SHALL BE SERVICEABLE FROMACCESS LADDER.6'' FILL EQUALIZER LINE LINE @STATIC W.L. +36'' TALLPUMP PIT FINISHED FLOOR INMECHANICAL ROOM. MIN DEPTH48'' BELOW POOL STATIC W.L.PUMP EFFLUENTTO FILTERSBACKFLOW PREVENTED COLD WATERSUPPLY WITH CLAVAL FILL SYSTEM.

FILTER RETURN TOFLOOR INLET SYSTEM

REFER TO PLANSFOR PUMP PITDIMENSIONS
CIRC.PUMPON PAD
SURGECHAMBERSUCTIONSURGE CHAMBERREFER TO PLANS FORSURGE CHAMBERDIMENSIONS. REFERTO PIPING PLAN FORSURGE DATA.CIRC. PUMPSURGE CHAMBERTEE SUCTION AT+6'' A.F.F.FLOAT VALVEPERSPECIFICATIONS

MAINDRAINSUCTION
MAIN DRAIN SUCTIONPIPING. MAINTAINOPERATIONAL LEVELDEPTH FROM POOLEDGE TO SURGECHAMBER.

GAP
NOTE: MAINTAIN MAXIMUM POSSIBLE SEPARATIONBETWEEN INFLUENT AND SUCTION LINES INSURGE PIT.

MR-56
SP-72SURGECHAMBERACCESSLADDER
-2
[''CLR.

MIN. 3 PIPEDIA. APART10''~ PIPETYP.

SURGE CHAMBER REINFORCINGAT PIPE PENETRATIONSA\''=1'-0'' WHEN PIPE LOCATIONS DISRUPTSREINFORCING GRID, ADD (1) #4EA. SIDE x 48'' LONG (MIN. 24'' EA.SIDE OF < OF PIPE), LAP INTOGRID AT DISCONTINUED BARS.TYPICAL #4 @ 6'' O.C. E.W. INVERTICAL WALL
[''~ S/SHANDLE 24''LONG. WELDTO [''~ S/SPIPE['' S/SMALE END.1'' DEEPMIN.CONTRACTORSHALLPROVIDE TWO(2) WRENCHESTOTAL. 4'-0''
['' SQ. S/S FEMALE END AT 1''HIGH WELDED TO ['' SCH. 40LOCATED APPROX. INCENTER OF SLAB [''~ S/S PIPE.LENGTH VARIESSLEEVE TO EXTEND12'' BELOW SLAB

PIPE SIZE PERPIPING PLAN
|'' S/S BOLT WELDEDTO SHAFTLOCKING NUT|'' S/S BOLT

BUTTERFLY VALVEDECK SOCKETVALVE EXTENSION
2'' PVC SLEEVENON-SHRINK GROUT
4'' CORE

NO SCALE
2'' BRONZE PLUG -PROVIDE KEY ORSPANNER WRENCH. PVCNOT ACCEPTABLE

INSTALLINGCONTRACTOR SHALLMARK FLANGE OFDECK SOCKET AT APOINT ALIGNED WITHNOTCHES TO INDICATEVALVE BEING EITHEROPEN OR CLOSED SP-13DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
180
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
ALL CONDUITS IN POOL LIGHTING SYSTEM TO BE A MINIMUM OF 1''~.

5. 10.9.8.7.6.

UNDERWATER LIGHT NOTES:

4.3.2.1. 11.12.

CONDUCTORS TO POOL. J-BOXES SHALL BE MINIMUM 2-#8 & 1#8 (SEE UNDERWATER LIGHT PLAN) SOLIDUNBROKEN TO MAIN PANEL ISOLATED GROUND BUSS. THIS BUSS IS TO BE CONNECTED WITH SOLIDINSULATED #8 COPPER WIRE TO UFER & COLDWATER GROUNDING LUG ON GROUNDING BUSS. UPSIZECONDUCTORS AS REQUIRED FOR HOMERUNS EXCEEDING 100'.ALL BRASS POOL J-BOXES SHALL BE FLUSH MOUNTED IN WALLS. IF FLUSH MOUNTING IS NOT POSSIBLETHEN MOUNTING SHALL BE SURFACE MOUNTED AND CONCRETE ENCASED.CONDUITS WHERE ALLOWED BY CODE SHALL BE P.V.C. (POLYVINYL CHLORIDE) FROM WET NICHES TOBRASS J-BOXES TO LIGHTING PANEL. ALL CONDUITS IN FREE AIR SPACE AND ALL RISERS SHALL BERED BRASS TYPICAL. PVC CONDUITS SHALL BE SOLVENT WELDED WITH PURPLE PRIMER AND GRAYHEAVY BODIED GLUE.LIGHTING CONTACTORS SHALL BE "ALLEN-BRADLEY" #500 L; OR EQUAL MOUNTED IN A NEMA 12HINGED COVER - LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCHEQUAL TO "HUBBELL" #1557 MOUNTED IN J-BOX IN MECHANICAL EQUIPMENT ROOM. REFER TOELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH.BRASS POOL J-BOXES SHALL BE "HYDREL" #1719 ; W/ 1'' HUBS OR EQUAL. (NO DIE CAST BOXES).STRINGS SHALL BE PULLED IN ALL CONDUITS PRIOR TO PLACEMENT OF CONCRETE.LOCAL, COUNTY OR CITY CODES SHALL BE ADHERED TO, SPECIFICATIONS TO BE IN ACCORDANCEWITH SECTION 680 OF LATEST N.E.C. BOOK.PROVIDE PULL BOXES AS MAY BE REQUIRED FOR RUNS EXCEEDING 150 FT. OR DUE TO CHANGES INGRADE OR DIRECTION.CONTRACTOR SHALL TEST UNDERWATER POOL LIGHT GFIC CIRCUITS AND PROVIDE LETTER TOOWNER/DSA UPON SUCCESSFUL TEST.SEAL CONDUIT OPENING IN LIGHT NICHE WITH SILICON CAULKING AFTER LIGHT IS INSTALLED.PRIOR TO LIGHT INSTALLATION, PROVIDE MINIMUM 10 PSI PRESSURE TEST ON ALL POOL LIGHTCONDUITS FOR FOUR (4) HOURS OBSERVED BY INSPECTOR OF RECORD. MAINTAIN PRESSURE UNTILALL DECKS ARE POURED.1-2SP-14 1\''=1'-0''

1. 2SP-142SP-17
5'-0'' MIN.

POOL WATER LEVELDECK EL. PER PLANMIN.1'-6''

POOLPERIMETER
ALLSIDES6'' MIN.
1'' PVC CONDUIT BELOW GRADEN.T.S.8''MIN.

BONDING LUG W/ #8 SOLIDCOPPER WIRE TO POOLREINFORCING - SEEPLASTER POOL FINISHOVER SHOTCRETESHELL1'' CONDUITTO J-BOXPER CODE 1'' RED BRASS ABOVE GRADE(IF EXPOSED ONLY)
'PENTAIR' INTELLIBRITE 5G WHITE,55 WATT, 12V UNDERWATERLIGHT W/ LOW WATER CUT-OFFAND SAFETY SENSOR. 500 WATTEQUIVALENTLIGHTNICHE HORIZONTAL AND VERTICALREBAR PER 3/SP.5
FRONT VIEW(2) #4 BARS EACH WAYWITH 64" BAR DIA. LAP
2SP-17PROTECTED TRANSFORMER ONDECK OR WALL RECESSED.

UFER GROUND BUS

GROUND BUS
#8 BARE CU.UL

TRANSFORMERPOOL PANEL(S)FACILITY MAIN SERVICE
NOTE:
#8 BARE CU.

4.3.2.1. NO SCALE

GROUND FORNEUTRALSIZE AS SHOWNON SINGLE LINE
#8 COPPER INSULATEDCABLEEQUIPMENT GROUNDINGCONDUCTOR #8 SOLIDINSULATED CU.#8 COPPER INSULATEDCABLEANY METAL PARTS, PIPE,CONDUIT, ETC. WITHIN 5' OFPOOL #8 BARE CU.STRUCTURAL STEEL IN POOL DECK AND POOL SHALL BE BONDED TOGETHER (TIGHTLY MADE STEELTIE-WIRES ARE APPROVED FOR BONDING STRUCTURAL ELEMENTS).BONDING CONNECTOR TO COMMON GRID. (POOL STEEL MAY BE USED FOR THAT PURPOSE) SHALL BEMADE BY PRESSURE CONNECTORS OR CLAMPS OF BRASS, COPPER, OR COPPER ALLOY.ALL GROUND BUSES SHALL BE SIZED FOR CONNECTION TO AWG SIZE 8 WIRE PROVIDING ONE SPARETERMINAL.GROUND AND BOND IN ACCORDANCE WITH ARTICLE 680 OF THE CALIFORNIA ELECTRICAL CODE. ie. LADDERS,FENCING, POLE LIGHTS, DIVING & STARTING STANCHIONS, DISABLED LIFT ETC.

METAL FITTINGSINPLANTED IN DECK ieDIVING. PLATFORMS,GRABRAILS,STANCHIONS, RACINGPLATFORM ANCHORS,ETC.POOL REINF.STEEL#8 SOLIDBARE CU.DECK & POOL REINFORCINGSTEELPOOL DECK LIGHTSPOLE BONDING LUGSANY METAL PARTS OF ELECTRICALEQUIPMENT IN CONTACT WITH POOL WATERCIRCULATIONGROUND BUS INSWIMMING POOLJ-BOX#8 SOLIDBARE CU.CIRCULATIONPUMP#8 COPPER CONDUCTORINSULATEDEQUIPMENT GROUND BUSBARE #8 CU. TOPOOL LIGHTFOUNDATIONSTEEL PROVIDE BONDING OF AUTOMATIC POOL COVER MOTORS REGARDLESS OF PROXIMITY TO POOL.5. 3 NO SCALE

NO SCALENO SCALE

FRICTION CONNECTOR
CONDUIT TOJUNCTION BOX -SEE SPEC'SCONNECTORAT NICHEBONDING WIRETO POOLREINF.LIGHT NICHE- SEEDETAIL FOR MOREINFO.

STANCHION ANCHOR

BONDING WIRE TOPOOL REINFORCING

BONDING WIRE FROMANCHOR/SCOREBOARD, NICHE -DETAILED ELSEWHERE

BONDINGCLAMP PERSPEC'STYPICAL POOLREINFORCING
6''

NO SCALE

GROUNDING WIREFROM JUNCTION BOXTO HORIZONTAL STEELMEMBERFRICTION CONNECTOR 2\''

NO SCALENO SCALE

FRICTION BONDINGWIRE TOPOOLREINFORCING

BRONZE WEDGEANCHOR ASCALLED OUT INTHESPECIFICATIONS
4_''BONDING WIRE TOPOOL REINFORCINGBONDING LUGBELOW STANCHIONSTARTING BLOCK ANCHOR ASCALLED OUT IN SPECIFICATIONS 6''
1'-7\''2{'' 2\''

NO SCALE

FRICTION CONNECTORDIVING BOARD PLATFORMANCHOR AS CALLED OUT INSPECIFICATIONSBONDING WIRE TOPOOL REINFORCING 4\''4''
2''

6.17''
3 3/16''ANCHOR LID KEYANCHOR LID

STANCHION ANCHOR

NO SCALENO SCALE
-CONNECTOR
\''=1''

2.37''
SP-14DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

FILL SPACE BETWEENANCHOR AND SHOTCRETESOLID WITH NON- SHRINKGROUT TYP. CONTINUOUSPOOL REINF.

BONDINGCABLE ANDCLAMP PER
7''
1-2SP-14

POOL WALLPER PLAN
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
181
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
1''=1'-0''
#4 @ 12'' O.C. HORIZ.#4 @ 12'' O.C. VERT.
2-#4 CONT.
23\'' MIN.DECK
FRONT ELEVATION8''8''2'' TYP.

RIGHT SIDE ELEVATION13[''8''3''CLR.
16\''10\''5''10\''3''2'' CLR.3''9'' MIN.10\''5'''ACORN ENG. COMPANY' #8151S.S. HOSE BIBB BOX WITH WALLFLANGE AND DOOR.CONC. TOMBSTONE OR WALL RECESSED Manufacturers of15125 PROCTOR AVENUECITY OF INDUSTRY, CA. 91744ENGINEERED PLUMBING PRODUCTSFAX(818)961-2200R(818)336-4561 20\''
NOTE:PROVIDE ['' CHAMFER ONALL CONCRETE CORNERS.SACK & PATCH ALLEXPOSED SURFACES.

MIN.
8''MIN.2''2''
[''=1'-0''
3 1
6'' = 1'-0''A-
4 \''2''
|''
_''\''BACKERPANELFRAME
FACEPANELPOOL TYPESWIMMING POOLTABLE 'A'OCCUPANCY LOAD AT 1:20431 911FIRERESCUEPOLICEMAXIMUM POOLOCCUPANCY:000NO DIVING ALLOWEDPERSONS4 1 4'-8''
FRAME3FACEPANELGRAPHICS
SEE TABLE 'A'4'-8''
BELOW 911, PROVIDE THENUMBER OF THE NEARESTEMERGENCY SERVICESINCLUDING HOSPITAL, FIREAND POLICE AS WELL AS THENAME AND ADDRESS OF THESWIM FACILITY.

DIARRHEA AND KEEPGATE CLOSE SIGNSHALL BE POSTED ATTHE ENTRANCE/GATEOF THE POOL.

ARTIFICIALRESPIRATION AND CPRPROCEDURES(SAMPLE SIGNAGE:CONTRACTOR SHALLSUBMIT ACTUALSIGNAGE FORAPPROVAL)2 70''

TOP OF DECK

BASELINE OF HIGHEST TEXT
COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH ARCHITECT/OWNER1.PRIOR TO INSTALLATION.CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGNAGE FOR REVIEW.12'' WIDE x \'' THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO_'' THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE ASREQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULARTUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TOPAINTING. 2|'' THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENEDCOPY/GRAPHICS. ATTACH TO _'' THICK PAINTED ALUMINUM BACKERPANEL USING 'VHB' TAPE AND SILICONE ADHESIVE.3SILKSCREENED COPY/GRAPHICS WITH NON GLARE FINISH.4_'' THICK PAINTED ALUMINUM BACKER PANEL.2.NOTES:3.CHARACTER FONT STYLE SHALL BE CONVENTIONAL AND NOT UNUSUALAND SHALL BE EASY TO READ.4.MINIMUM CHARACTER HEIGHT = }''

1.ALL SIGNS SHALL HAVE CLEARLYLEGIBLE LETTERS OR NUMBERS NOTLESS THAN 4 INCHES HIGH, UNLESSOTHERWISE NOTED AFFIXED TO A WALL,POLE, GATE, OR SIMILAR PERMANENTSTRUCTURE IN A LOCATION VISIBLE TOALL POOL USERS.A.POOL USER CAPACITY SIGN A SIGNSHALL INDICATE THE MAXIMUM NUMBEROF POOL USERS PERMITTED FOR EACHPOOL. SEE TABLE 'A'.B.NO DIVING SIGN SIGNS SHALL BEPOSTED IN CONSPICUOUS PLACES ANDSHALL STATE 'NO DIVING' AT POOLS WITHA MAXIMUM WATER DEPTH OF 6 FEET ORLESS.C.NO LIFEGUARD SIGN WHERE NOLIFEGUARD SERVICE IS PROVIDED, AWARNING SIGN SHALL BE POSTEDSTATING, ''NO LIFEGUARD ON DUTY.'' THESIGN ALSO SHALL STATE IN LETTERS ATLEAST 1 INCH HIGH, ''CHILDREN SHOULDNOT USE POOL WITHOUT ADULTSUPERVISION.''D.ARTIFICIAL RESPIRATION AND CPR SIGNAN ILLUSTRATED DIAGRAM WITH TEXT ATLEAST | INCH HIGH OF ARTIFICIALRESPIRATION AND CPR PROCEDURESSHALL BE POSTED.E.EMERGENCY SIGN THE EMERGENCYTELEPHONE NUMBER 911. WITH NUMBERSNOT LESS THAN 4'', THE NUMBER OF THENEAREST EMERGENCY SERVICES ANDTHE NAME AND STREET ADDRESS OFTHE POOL FACILITY SHALL BE POSTED.

F.NO USE AFTER DARK WHERE POOLSWERE CONSTRUCTED FOR WHICHLIGHTING WAS NOT REQUIRED A SIGNSHALL BE POSTED AT EACH POOLENTRANCE ON THE OUTSIDE OF THEGATE(S) STATING, ''NO USE OF POOLALLOWED AFTER DARK.''G.KEEP CLOSED A SIGN SHALL BE POSTEDON THE EXTERIOR SIDE OF GATES ANDDOORS LEADING INTO THE POOLENCLOSURE AREA STATING, ''KEEP GATECLOSED'' OR "KEEP DOOR CLOSED".H.DIARRHEA A SIGN IN LETTERS AT LEAST1 INCH HIGH AND IN A LANGUAGE ORDIAGRAM THAT IS CLEARLY STATEDSHALL BE POSTED AT THE ENTRANCEAREA OF A PUBLIC POOL WHICH STATESTHAT PERSONS HAVING CURRENTLYACTIVE DIARRHEA OR WHO HAVE HADACTIVE DIARRHEA WITHIN THE PREVIOUS14 DAYS SHALL NOT BE ALLOWED TOENTER THE POOL WATER.2.DIRECTION OF FLOW SIGNAGE ANDLABELS.A.THE DIRECTION OF FLOW FOR THERECIRCULATION EQUIPMENT SHALL BELABELED CLEARLY WITH DIRECTIONALSYMBOLS SUCH AS ARROWS ON ALLPIPING IN THE EQUIPMENT AREA.B.WHERE THE RECIRCULATION EQUIPMENTFOR MORE THAN ONE POOL IS LOCATEDON SITE, THE EQUIPMENT SHALL BEMARKED AS TO WHICH POOL THESYSTEM SERVES.C.VALVES AND PLUMBING LINES SHALL BELABELED CLEARLY WITH THE SOURCE ORDESTINATION DESCRIPTIONS. [''
SP-15DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

APPROVED:ENGINEERING MANAGERDATEDRAWING NO.PROJECT NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIAL DATEINITIALENGINEER OF WORKOTHER APPROVALCITY APPROVALREVISION DESCRIPTIONEXPIRESPE 639129/30/24 Date PublishedMONROE STREET POOL REPLACEMENTDeveloped forCITY OF CARLSBAD PUBLIC WORKSCARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL100% CONSTRUCTION DESIGN01/29/20242nd PLAN CHECK SUBMITTAL05/01/2024 ARTIFICIAL RESPIRATION AND CPR PROCEDURES In case of need, mouth to mouth or manual artificial respiration should be started immediately, and should be continued until a doctor arrives or until mechanical resuscitators are supplied. Be sure to call 911 quicklyPush at least 2 inches on adultbreastbone, 100 times perminute, to move oxygenatedblood to vital organsOpen the airway and check forbreathing or blockage; watchfor rise of chest and listen for airmovement.Tilt chin back for theunobstructed passing of air,give two breaths and resumechest compressions.COMPRESSIONSAIRWAYBREATHINGWARNING NOLIFEGUARD ONDUTY PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE PERMITTED TO ENTER THE POOL

CHILDREN SHOULD NOTUSE THE POOL WITHOUTADULT SUPERVISION 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
182
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

AS NOTED
SP-16DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

APPROVED:ENGINEERING MANAGERDATEDRAWING NO.PROJECT NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIAL DATEINITIALENGINEER OF WORKOTHER APPROVALCITY APPROVALREVISION DESCRIPTIONEXPIRESPE 639129/30/24 Date PublishedMONROE STREET POOL REPLACEMENTDeveloped forCITY OF CARLSBAD PUBLIC WORKSCARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL100% CONSTRUCTION DESIGN01/29/20242nd PLAN CHECK SUBMITTAL05/01/2024 - EACH 2-PLEX RECEPTACLE SHALL BE 120V MIN. 20 AMP- RECEPTACLES TO BE PLACED BEFORE CTS INSTALLATION.- SINGLE GANG WALL BOX WITH BLANK PLATE FOR DATA CABLE. ONE PER DISPLAY.- EACH CIRCUIT SHALL BE DEDICATED 120V. MIN. 20 AMPS. CALIFORNIA ELECTRIC CODE REQUIRES A MEANS OF DISCONNECTING SIGNS AT THE LOCATION OF THE SIGN. SCOREBOARD SHALL BE WIRED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ART. 600-6.- IT IS EXTREMELY IMPORTANT THAT THE CIRCUITS USED TO POWER THE SCOREBOARD NOT BE SHARED WITH OTHER DEVICES. THE SCOREBOARD IS SENSITIVE TO "NOISE" ON AC POWER LINES.- DISPLAY SHALL BE EARTH GROUNDED. NUMBER AND LENGTHS OF RODS SHALL MEETCALIFORNIA ELECTRIC CODE.SPECIFICATIONS:GENERAL:- ALL STEEL CONSTRUCTION- FINISH TO BE BLACK POWDER COAT / ENAMEL PAINTSYSTEM WEIGHTS:- DISPLAY - APPROXIMATELY 1600 LBS.- FRAME AND EDGE TRIM - APPROXIMATELY 190 LBS.- DISPLAY MOUNTING CHANNELS SHALL BE ALIGNED USING TEMPLATE.

NOTES:1. FOOTING OK FOR SINGLE POURCOLUMN TO BE HELD IN PLACEWITH FORM TEMPLATE.2. VIBRATE CONCRETE FULL DEPTH.3. PROVIDE PLYWOOD COLLARAROUND OPENING. 0'-0''
2''X4'' JUNCTION BOX.TERMINATE 1'' DATACONDUIT TO THISLOCATION. - DISPLAY MAXIMUM POWER CONSUMPTION: 6,326 WATTS

NO SCALENO SCALE
HSS 8''x8''x|''STEEL COLUMNEDGE TRIM BRACKET SECURED TOMODULE USING STAINLESS STEELHARDWARE:- BOLT: {''-16 x 1.5''- LOCK WASHER- FLAT WASHER2 LOCATIONS PER BRACKETTHREADED 'PEM-NUTS' {''-16PART OF BRACKET FOREDGE TRIM MOUNTING.MODULE BRACKET 174.30'' (ACTIVE DISPLAY + TRIM)166.30'' (ACTIVE DISPLAY)

98.30'' (ACTIVE DISPLAY)106.30'' (ACTIVE DISPLAY + TRIM) 10'-0''2'-3''HSS 8''x8''x|''STEEL COLUMN2-TOTAL2'-3''
{''=1'-0''
+10'-0''
+18'-10''
+0'-0''
174.30'' (ACTIVE DISPLAY + TRIM)166.30'' (ACTIVE DISPLAY)

98.30'' (ACTIVE DISPLAY)106.30'' (ACTIVE DISPLAY + TRIM)35.68''10.62''47.11'' 174.30'' (ACTIVE DISPLAY + TRIM)166.30'' (ACTIVE DISPLAY)

98.30'' (ACTIVE DISPLAY)106.30'' (ACTIVE DISPLAY + TRIM)VERT UNISTRUT P1000T1}'' - 12GA CUT TO 106'' 5REQUIRED.

CORNER EDGE TRIM -6''x6'' 4 REQUIRED -PROVIDED BY CTS
EDGE TRIM BRACKET, 18REQUIRED BY CTSSIDE EDGE TRIM, 2REQUIRED - PROVIDEDBY CTS

TOP/BOTTOM EDGETRIM PROVIDED BYCTS
TYP. 6 PLACES

MODULE BRACKET PROVIDED BYCOLORADO TIME SYSTEM (CTS)MUST BE ALIGNED USING MOUNTINGTEMPLATE

45.35''4''SEE DETAIL 1B45.35''37.80''37.80''4''
HORIZONTAL HSS4''x4''x3/16'' STEELTUBE CUT TO LENGTH 3REQUIRED.HSS 8''x8''x|''STEEL COLUMN2-TOTAL HSS 8''x8''x|''STEEL COLUMN2-TOTALPOWER SUPPLY:(6) DEDICATEDCIRCUITS. 120VAC20AMP EACH. EACHSUPPLY TO (1) DUPLEXOUTLET AS SHOWN.RECEPTACLES TO BEPLACED PRIOR TOCTS INSTALLATION.

SEE DETAIL 1ASCOREBOARDMODULES, 8 TYP.
2'-6'' 6''3''12x12x{'' >CLRDIA
CLR.7'-6'' TYP.|''3''VERT.8-#6
#4 SPIRAL TIE WITH 3'' PITCH
78'' 59'' TYP.16'' TYP.

FRONT VIEW{''=1'-0''
{''=1'-0''
|'' END CAP, TYP.

A
SEE DETAIL 1B
PROVIDE SEISMICHOOK AT ENDS OFSPIRAL AROUNDVERTICAL REBAR,TOP & BOTTOM.EA. COLUMN+10'-0'' +18'-10''
+0'-0''
EDGE TRIM SECURED TO EDGETRIM BRACKET USING #10x}''SELF-TAPPING SCREWS 2LOCATIONS PER BRACKETTRIMSCREWS TYP. 6 PLACESEA. COLUMN
9''6.5''
SEE DETAIL 1B BRACKETTO VERTICAL UNISTRUTHSS 4'' x 4'' x 3/16'' (3-TOTAL)SEE DETAIL 1B VERTICALUNISTRUT TO HORIZONTAL HSS .845''
SCOREBOARD MODULETO MODULE BRACKETWITH INTEGRATED NUTS{''-16.

ALWAYS START MOUNTING CABINET BRACKETS FROMTHE TOP OF THE UNISTRUT BY ALIGNING TOP EDGE OFTHE BRACKET TO TOP FACTORY EDGE OF THEUNISTRUTUNISTRUT P1000T, 1}'' - 12GA MODULE BRACKET SECURED TO UNISTRUT USING:- NUT: UNISTRUT P1010 - 1/2''-13- WASHER SQ 1/2'', STRUT CHANNEL- LOCK WASHER 1/2''- BOLT: 1/2''-13 x 1 1/4'', TORQUE 50 FT LBS- TWO (2) LOCATIONS PER BRACKET HSS 4''x4''x3/16'' STEEL TUBECUT TO LENGTH 3 REQUIRED

SCOREBOARDMODULESCOREBOARDMODULE

SCOREBOARD MODULE
SCOREBOARD MODULES8 TYP.

FRONT ELECTRICAL VIEW{''=1'-0''
REAR SUPPORT VIEW{''=1'-0''
3/16''3''MIN.
(|'')4''4''(|'')
UNISTRUT SECURED TO 4''x4''HORIZONTAL MEMBERS ATTOP, BOTTOM AND MIDDLEUSING HOLLOBOLT ANCHORLHBM08 PER ESR-3330.SPECIAL INSPECTION REQUIRED.VERIFY INSTALLATION TORQUE= 17 FT-LB PER ESR-3330.

SITE WALL ANDFOOTING - SEEARCHITECTURALPLANS
1'-6''3'-0''6''12''

POOL SIDE
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
183
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
NO SCALE1''=1'-0''
28'' MIN.DECKWALL
28\'' MIN.

PLATE
15''5''15''3''2'' CLR.3''6''9'' MIN.15''5''3''
12''x12''x6'' WALL PLATE (ORJB FOR WALL PLATES)CONC. TOMBSTONEOR WALL RECESSED 3''*MAY BE INCREASEDFOR MORE CAPACITYWALL PLATES4-PLEX BOX WITHWEATHERPROOFCOVER. DUPLEXGFCI OUTLET WITHETHERNETCONNECTION *4\''8''MIN.
8'' MIN.12''1\''1\''
6''
6''
4''7\''
4''7\''

1.134'' CABLE - 9 CONDUCTOR24GA/7C AND 18GA/2C80^ 300V
|''\''
4x 0.188~ THRU
CARLON ENCLOSUREE989NNR - 4''x4''x6''SHALL BE PLACED CLEAR OFTHE STRUCTURAL POOLGUTTER WALL AND SHALLNOT INTERFERE WILL GUTTERREBAR REINF.2'-6''POOL GUTTERPOOLPOOL WALLBACK OF GUTTERDECK PLATE

PLAN VIEW

DECK PLATE BOXSHALL BE CENTEREDBETWEEN RACINGPLATFORMANCHORAGE AND NOTCONFLICT WITH FIELDBENT REBAR 1\'' PVC CONDUITINSTALLED ATBOTTOM OF BOX

DECKPLATE
1'' PVC FLEX PIPE TOTOP OF GUTTER FORDRAIN DOWN
ANY FIELDDISCREPANCIESREQUIRESUBMISSION OF ANRFI TO ARCHITECT['' SP-17DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

JBJBTFRTFR
INTERMATIC PX3003 300W120V TRANSFORMER W/12V OUT, BUILT-IN CIRCUITPROTECTION, STAINLESSSTEEL ENCLOSURE. 12'' X 12'' STAINLESS STEELJUNCTION BOX W/ BLRASSLOUVER COVER 7\''12-_''3''3''3''12-_''3''7\''2[''54 MIN.
6''12_''4"
8'' MIN.7\'' TYP.1\'' C
SEAL TIGHTPENETRATION13\''1'-3''
4\''
HYDREL JUNCTION BOXTYP.[''FOOTING7\''
24"TYP.

SEE 4/L5.03SEE 4/L5.03 FORREINFORCEMENTADDITIONAL NOTES SEE 4/L5.03
PER 4/L5.03
PER 4/L5.03
SEE 4/L5.03 FORREINFORCEMENTADDITIONAL NOTES
SEE 4 AND 10 / L5.03FOR ADDITIONAL NOTESAND FINISHESSEE 4 AND 10 / L5.03FOR ADDITIONAL NOTESAND FINISHES 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
184
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SURFACE AREA
=1,407 GPM506,485 GAL.3'-6'' TO 12'-3''DEPTHPERIMETER====380 FT. 1''=10'-0''NORTH
=BVBALL VALVE=VBVACUUM BREAKER=DNDOWN=A.F.F.ABOVE FINISH FLOOR

1. 2.BELOW GRADE SUPPLY PIPING TO SOLAR PANELS SHALL BE SCH. 40 PVC PIPE.ABOVE GRADE SUPPLY PIPING TO SOLAR PANELS SHALL BE SCH. 80 PVC PIPE.ALL RETURN PIPING FROM SOLAR PANELS SHALL BE SCH. 40 CPVC PIPE.3.COORDINATE ALL SOLAR PIPING ROUTES IN FIELD WITH OTHER TRADES TOENSURE THAT A POSITIVE SOLAR PANEL DRAIN SLOPE IS MAINTAINED. WATERSEAL ALL PENETRATIONS AND SUPPORT ALL PIPING AS REQUIRED ON SLABAND BELOW GRADE.

THE SOLAR DESIGN ON THESE PLANS AND SPECIFICATIONS UTILIZE UMA SOLAR'ECO-SPARK' SLES-40, 4'-0" X 10'-6" AS THE PRIMARY LISTED SOLARCOLLECTORS. IF PROPOSING AND SUBMITTING AN EQUAL SUBSTITUTE SOLARCOLLECTOR OR ALTERNATE PIPING ROUTES, THE CONTRACTOR SHALLSUBMIT FOR REVIEW AND APPROVAL TO THE PROJECT ARCHITECT ANDOWNER THE FOLLOWING INFORMATION: SOLAR PIPING DRAWINGS, HYDRAULICCALCULATIONS, SOLAR BOOSTER PUMP HEAD CALCULATIONS, SOLAR ARRAYRACKING SYSTEM, ANCHORAGE CALCULATIONS, DRAWINGS AND DETAILS. ALLCALCULATIONS AND DRAWINGS SHALL BE PREPARED AND WET SIGNED BY APROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT FORREVIEW BY ARCHITECT PRIOR TO CONSTRUCTION.

4.CONTRACTOR SHALL PROVIDE PIPING TO ACCOMMODATEEXPANSION/CONTRACTION OF PIPING. SPACING SHALL BE PER MANUFACTURER'SRECOMMENDATIONS.

BVBV
10 THERMAL SOLARPANELS 50 GPM
10 THERMAL SOLARPANELS 50 GPM
10 THERMAL SOLARPANELS 50 GPM
10 THERMAL SOLARPANELS 50 GPM
10 THERMAL SOLARPANELS 50 GPM
10 THERMAL SOLARPANELS 50 GPM
SOLAR PANELS MOUNTED ONCUSTOM FRAME. FIELD VERIFYPIPING ROUTES. COORDINATEWITH STRUCTURAL.1-6SP-19VB 6'' SOLAR PANELRETURN FROMMECHANICAL ROOM6'' CPVC SOLAR PANELDRAIN TO MECH.ROOM AND SURGE TANK3SP-20 2'' SOLAR PANELRETURN UP, TYP.
3''2\'' CPVC
4''3'' CPVC
4''4'' CPVC
6''4'' CPVC
6''6'' CPVC
SLOPE 1% MIN.
6''6'' CPVC
3SP-20

1.2,940 SQ. FT. 8,634 SQ. FT. = 34%2.6'' SCH 80 CPVC PIPING = 3.11 FT/SEC. OK3.SOLAR PANEL WEIGHT = 2 lbs. PER SQ. FT. FULLY LOADED350 GPM 2 = 175 GPM SWIMMING POOL SOLAR PANEL AREASWIMMING POOL WATER SURFACE = 8,634 SQ. FT.PANELS PROVIDED:A. 70 GLAZED SOLAR PANELS: 4'x10.5' AT 42 SQ. FT. EA. = 2,940 SQ. FT.SWIMMING POOL SOLAR PIPING FLOW RATEA. 70 SOLAR ARRAYS AT 5.0 GPM EA (DOUBLE LOADED) = 350 GPM.

BV
VB
BVBV
BVBVBV
BV
VB
BVBV
BV
VB
BVBV
BV
VB
BVBV
BV
VB
BVBV
BV
VB
2'' CPVC SOLAR PANELDRAIN DOWN, TYP.

LOW POINT TYP.
10 THERMAL SOLARPANELS 50 GPM
6'' SOLAR SURGETANK SUCTIONSWIMMING POOLCIRCULATIONPLUMBING SEE SP-2BFVSECONDARY SOLAR DRAINAT SURGE CHAMBER W/ BFVAND VALVE EXTENSION SP-18
6'' CPVC
SLOPE 1% MIN.SLOPE 1% MIN.

SOLAR CONTROLLER TEMP SENSORAND ANALOG THERMOMETER ATMAIN DRAIN SUCTION

SOLAR CONTROLLER TEMP SENSORAND ANALOG THERMOMETER ATSOLAR HOT WATER DRAIN

SOLARCONTROLLERTEMP SENSORAND ANALOGTHERMOMETERAT SOLAR HOTWATER DRAIN 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
185
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
SP-19DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

SOLAR PANELS PERPLAN TYP.
2 4'-0''4'-0''4'-0''4'-0''
2''BV
2''VB
\'' = 1'-0''

GASKETPANEL CLAMP BOTTOM

PANEL HEADER (TOP)PANEL CLAMP TOPLATCH
3'' = 1'-0''
SOLAR PANEL ARRAY 2''MANIFOLDSOLAR PANEL CLAMP ASSEMBLYSOLAR PANEL SUPPLY/RETURNPIPING PER PLAN2'' OR 2\'' 'UNISTRUT'P2558 PIPE STRAP PERAQ3.3 1}''x1}'' 'UNISTRUT' P1100 AT 8'-0''O.C. MAX. WITH {''~ CHANNELNUTS AND SPRING AT MOUNTINGCLAMP AND PIPE STRAPLOCATIONSMOUNT 'UNISTRUT' P1100 TO SUPPORTSTRUCTURE WITH (2) {'' THRU BOLTSAND NUTS TYP.SUPPORT STRUCTURE 3'' = 1'-0''
2'' OR 2\'' 'UNISTRUT'P2558 PIPE STRAP PERAQ3.3 SOLAR PANEL ARRAY2'' MANIFOLDSOLAR PANEL CLAMP ASSEMBLYSOLAR PANEL SUPPLY/RETURNPIPING PER PLAN SUPPORT STRUCTURE1}''x1}'' 'UNISTRUT' P1100 AT 8'-0''O.C. MAX. WITH {''~ CHANNELNUTS AND SPRING AT MOUNTINGCLAMP AND PIPE STRAPLOCATIONSMOUNT 'UNISTRUT' P1100 TOSUPPORT STRUCTURE WITH (2) {''THRU BOLTS AND NUTS TYP. 6'' = 1'-0''
38'' DIA. GALV. THRU BOLT W/ NUT
1}''x1}'' 'UNISTRUT' P1100CHANNEL OR EQUAL SPACEDAT 6'-0'' O.C.SOLAR PIPING (SIZE PERPLAN)'UNISTRUT' P2024-2070 PIPECLAMP SYSTEM OR EQUAL(SIZE VARIES PER PLAN)

SUPPORT STRUCTURE
NOTE:PROVIDE BONDING PERCODE.

SOLARBOOSTERPUMP

BFV PERSPECIFICATIONSCV PERSPECIFICATIONS

SOLAR SUCTION FROMSURGE CHAMBER

SOLAR RETURN TOSOLAR PANELS

PIPE SIZEPER PLAN

PIPE SIZEPER PLAN
1\''=1'-0''
3 6

SOLAR HEATING COLLECTORTUBES W/ PC GLAZINGSOLAR HEATINGCOLLECTOR TUBESW/ PC GLAZING

SOLAR HEATING COLLECTORTUBES W/ PC GLAZING
2''BV
2''BV
SUPPLY PIPINGPER PLAN3SP-20VERTICAL PIPESUPPORT4-
CPVC RETURNPIPING PER PLAN2SP-20
312''
33''
934''
1134''
4 - TOTAL (ICC ESR-4266)WITH 2'' EMBEDMENT{'' HILTI KB-TZ2 4 - TOTAL (ICC ESR-4266)WITH 2'' EMBEDMENT{'' HILTI KB-TZ2 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
186
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

PIPING SIZEPER PLAN
DEFORMED WIREMESH FOR CASTINGMATERIAL. CASTINGMATERIAL TO MATCHADJACENT MATERIAL &FINISH. \'' = 1'-0''
2 PIPEDIA. MIN.ELEC.CONDUIT
SOLAR PANELDRAIN TO SURGECHAMBER. SIZE PERPLAN SOLAR PANELRETURN FROMMECHANICALROOM. SIZE PERPLAN COORDINATE ALL PIPING WITH SITE UTILITIESINCLUDING PIPING, CONDUITS/STRUCTURES ANDTHE LIKE. COORDINATE ALL PIPING ELEVATIONSWITH ALL SITE UTILITIES.

PROVIDE SANDENCASEMENT OFALL PIPES

1.NOTE:

THIS DETAIL ILLUSTRATES CONDITIONS WITHMULTIPLE PIPES. ACTUAL CONDITIONS MAYVARY.2. 4''MIN.6''MIN.
18'' FROMBOTTOM OFASPHALTPAVEMENT OR ASREQ'D BY CODE
SOLAR SYSTEM SEQUENCE OF OPERATIONS:THE SOLAR CONTROL SYSTEM WILL REQUIRE THREE TEMPERATURE SENSORSTO OPERATE:· - MOUNTED AT THE SOLAR PANELS ANDEXPOSED TO THE SAME SUNLIGHT CONDITIONS AS THE COLLECTORS.· - INSTALLED IN THE MAIN DRAIN PIPELINETO SENSE THE POOL TEMPERATURE.· - MOUNTED TO SOLAR HOT WATER DRAINWITHIN MECHANICAL ROOMRELAYS AND INTERLOCK WIRING WILL BE REQUIRED TO PROVIDE THEFOLLOWING FUNCTIONS:· - WILL PREVENT THE SOLAR BOOSTERPUMP FROM OPERATING WHEN THE SYSTEM IS IN BACKWASH OPERATION.· - WILL ALLOW SOLAR SYSTEMTO RUN THE SOLAR BOOSTER PUMP IF REQUIRED BY THE SOLARCONTROLLER.· - WILL ENABLE THE SOLARBOOSTER PUMP VIA A SOFT-START RELAY (OR VFD) WHEN THE SOLARSYSTEM REQUESTS THE BOOSTER PUMP TO RUN.

SOLAR SYSTEMBOOSTER PUMP
BV

BACKWASH

FILTERS
BFV
HEATER

FLOWMETER

CHEMICAL FEED/ STORAGECIRCULATIONPUMP
CVBFV

TEPOOLPOOL TEMP SENSORINSTALL IN THETO MEASURE THE POOLWATER TEMPERATUREMAIN DRAIN PIPE

FI FI FI FI

SOLAR CONTROLSYSTEMDELTASOLMXSOLARBY SOLARNETIX
BFVBFV
BVBVCV
BV
BV
MD
BVCVMDBFV==
==BUTTERFLY VALVEBALL VALVECHECK VALVEMAIN DRAIN=FLOOR INLETFIGO=GUTTER OUTLETTE=TEMPERATURE SENSOR

POOLGO WATER LEVEL
IF THE SOLAR TEMPERATURE SENSOR INDICATES THAT THE RADIANT TEMPERATURE AT THE PANELS IS WARMER THAN THE POOL WATER TEMPERATUREBY 4^F AND POOL WATER IS LESS THAN THE DESIRED TEMPERATURE, THE SOLAR BOOSTER PUMP SHALL CIRCULATE POOL WATER FROM THE POOLCIRCULATION SYSTEM THROUGH THE SOLAR PANELS BACK TO THE POOL CIRCULATION SYSTEM UNTIL THE POOL WATER REACHES THE DESIREDTEMPERATURE.IF THE POOL WATER IS WARMER THAN THE DESIRED TEMPERATURE BY 4^F AND THE RADIANT TEMPERATURE IS COOLER THAN DESIRED POOL WATERTEMPERATURE, THE SOLAR BOOSTER PUMP SHALL BE ENABLED TO CIRCULATE POOL WATER AT 50% FLOW VIA A VARIABLE FREQUENCY DRIVETHROUGH THE PANELS TO COOL DOWN THE POOL WATER UNTIL THE DESIRED TEMPERATURE IS MET.iF THE OUTDOOR TEMPERATURE IS LESS THAN 34^F, THE SOLAR BOOSTER PUMP SHALL CIRCULATE WARM POOL WATER AT 50% FLOW VIA AVARIABLE FREQUENCY DRIVE AS FREEZE PROTECTION TO SOLAR PANELS AND PIPING. THE SOLAR BOOSTER PUMP WILL SHUT-OFF WHEN THEOUTDOOR TEMPERATURE IS EQUAL TO OR GREATER THAN 36^F.CONTRACTOR SHALL SET POOL HEATER TO TURN ON IF POOL TEMPERATURE IS LESS THAN DESIRED TEMPERATURE BY 6^F OR MORE, AND TURN OFFIF THE DIFFERENCE BETWEEN THE POOL WATER TEMPERATURE AND DESIRED TEMPERATURE IS 4^F OR LESS

SOLAR PANELS LOCATED ONSUPPORT STRUCTURE PER PLAN
SURGE CHAMBER6'' SOLAR TEE SUCTIONAT 4'' A.F.F.

PER

NO SCALE

FLOWMETER
GO
SP-20DETAILS
PLAN6'' CPVC SOLARRETURN TO POOLRETURN WITHINMECHANICAL ROOM CPVC
NOTE: CONCRETE CHRISTY BOX MAY BE USED INUNPAVED AREAS.

SOLAR CONTROLLER TEMP SENSOR AND ANALOGTHERMOMETER AT SOLAR HOT WATER DRAINTESOL

TESOL SOLAR CONTROLLER TEMP SENSOR AND ANALOGTHERMOMETER AT SOLAR HOT WATER DRAIN WITHINMECHANICAL ROOM ANALOG THERMOMETERS:WINTERS INDUSTRIAL GLASS FAHRENHEIT THERMOMETERS, 9" SCALE,0-120 DEGREE RANGE MOUNTED WITHIN STAINLESS STEEL THERMO WELLS. 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
187
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
21SWIMMING POOL STRAINER: 'MERMADE' FO SERIES STAINLESS STEEL BASKET STRAINER: ONE (1) 12''x10'' STANDARD, WITH ACRYLIC LID AND TWO(2) STAINLESS STEEL STRAINERS EA. (300lbs.)SWIMMING POOL CIRCULATION PUMP: 'PACO' #80123-1, 8''x10''x12'' TYPE 'LC' END SUCTION CENTRIFUGAL PUMP 12.05'' ~ RATED IMPELLER, 1,187 RPM,480V, 3PH40HPRATED AT 1,450 GPM @ 60 FT. TDH 86.32% EFFICIENT PREMIMUM EFFICIENCY TEFC MOTOR EPOXY COAT ALL WET SURFACES.'PACO', 'AURORA' OR APPROVED EQUAL. (760lbs.) PROVIDE 'SPCS' SMART PUMP CONTROL SYSTEM VARIABLE SPEED DRIVE MODEL SPCS040EF4SYSTEM 21''x49''x17'' DEEP. COORDINATE MOUNTING LOCATION TO MAINTAIN DESIRED CLEARANCES, 460V 3PH.3SWIMMING POOL FILTERS: 'EkO3 GEN 2 #42210-1206-T-5 FULLY AUTOMATIC HI-RATE PERMANENT MEDIA FILTER WITH 105 SQ. FT. OF FILTER AREARATED AT 1,575 GPM AT 15 GPM/SQ. FT. COMPLETE WITH 12'' FACE PIPING, 6'' BACKWASH, AFM FILTRATION MEDIA (PER MFCTR. RECOMMENDATIONS),SEISMIC ANCHORAGE. PROVIDE UTILITIES, PIPING, VALVING, ETC. (7,400 lbs EA. TANK) 'EkO3 GEN 2', OR EQUAL. PROVIDE SIGNET MK-515 PADDLEWHEEL FLOWMETER WITH DIGITAL READ-OUT.4CHLORINE STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 500 GALLON #TC5971DC DUAL STORAGE/CONTAINMENT TANK WITH LID SEISMICALLYRESTRAINED OPERATING WEIGHT = (4,165lbs). COMPLIES WITH FED. REG #40CFR-264-193. FEED PUMP SHALL BE 'SURE WATER TECHNOLOGIES' 'THESOLUTION', 1,728 GPD MAX., \HP PUMP, 'BERKELEY' #SS1XN, 115/230V, 1 PH MOTOR, TEFC, COMPLETE WITH PIPING,VALVING AND MOUNTING. ONE (1)TOTAL.567ACID STORAGE/FEED SYSTEM: PROVIDE 'CHEM-TAINER' 350 GALLON #TC5256DC DUAL STORAGE/CONTAINMENT TANK WITH LID SEISMICALLYRESTRAINED OPERATING WEIGHT =(2,915lbs). COMPLIES WITH FED. REG #40CFR-264-193. PROVIDE 60 GALLON ACID VAPOR RECOVERY SYSTEM.ONE (1) TOTAL. FEED PUMP SHALL BE STENNER 45M5 50GPD @ 15 PSI W/ FRP SHELF BRACKET.

WATER CHEMISTRY CONTROLLER: PROVIDE ETHERNET CONNECTION TO 'BECSYS' CS-BECSYS7 WATER CHEMISTRY CONTROLLER. PROVIDECOMPLETE SYSTEM CONTROL PACKAGE WITHOUT SENSOR WASH. 'BECSYS SYSTEM 7', 'IMPACT', 'WALLACE & TIERNAN' OR APPROVED EQUAL WITH THEFOLLOWING OPTIONS: FLOW RATE, INFLUENT / EFFLUENT PRESSURE, ACID / CHLORINE TANK WATER LEVELS, BACKWASH CONTROL, TDS, PPMCONTROL.89ELECTRICAL: PROVIDE ALL ELECTRICAL WIRING, CONDUIT, PANEL(S), STARTER/DISCONNECT INTERCONNECT(S) ETC. AS REQUIRED FOR PROPEREQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES ASREQUIRED. REFER TO ELEC. PLANS FOR ALL ADDITIONAL INFO.

FILL SYSTEM: 3'' 'CLA-VAL' FILL SYSTEM TO INCLUDE 3'' 'CLA-VAL' SOLENOID CONTROL VALVE #136-01BY, 3'' DUCT IRON, EPOXY COATED BODY WITHCAST IRON DISC RETAINER AND DIAPHRAGM WASHER, BRONZE TRIM, FLANGED GLOBE PATTERN, 120V AT 60HZ. SOLENOID WIRING SHALL BE WIREDTO WATER CHEMISTRY CONTROLLER. PROVIDE 6'' AIR GAP AT FILL POINT .

PUMP PIT: 8'-0'' x 14'-0'' x 5'-0'' DEEP. PROVIDE 2''~ GALV. STANDARD STEEL PIPE GUARDRAIL. PROVIDE SUMP PUMP TO BACKWASH. PROVIDEWATERPROOFING PER SPECIFICATIONS. ACCESS LADDER TO BE 'FIBERGRATE' DYNARAIL FRP ACCESS LADDER. COLOR TO BE GRAY.1213 10 LIGHTING CONTACTOR PANEL: 'ALLEN BRADLEY' #500L OR APPROVED EQUAL. PANEL SHALL BE MOUNTED IN A NEMA 12 HINGED COVER -LOCKABLE ENCLOSURE. CONTACTORS TO BE SWITCHED BY MOMENTARY SWITCH EQUAL TO 'HUBBELL' #1557 MOUNTED IN J-BOX IN MECHANICALEQUIPMENT ROOM. REFER TO ELECTRICAL PLANS FOR LOCATION OF OWNER COORDINATED REMOTE UNDERWATER LIGHT SWITCH.14 11 EYEWASH/SHOWER: HAWS MODEL #8300-8309CRP BARRIER FREE COMBINATION SHOWER AND EYE/FACE WASH WITH CORROSION RESISTANTPROTECTION. SEE MEP SHEETS FOR SUPPLY PIPING. TWO (2) TOTAL.

CARBON DIOXIDE STORAGE FEED SYSTEM: PROVIDE ONE (1) 'NOVO-600', 600lb. CRYOGENIC LIQUID CO2 STORAGE TANK WITH REMOTE FILL PORT.594 LIQUID lbs., (5,195 CUBIC FEET OF GASEOUS CO2 AT NTP) ONE (1) TOTAL. PROVIDE 'BECSYS 4-30' FLOW CONTROL UNIT WITH FLOW ADJUSTMENTSFROM 0-200 SCFH WITH PRESSURE REGULATOR AND GAUGES FOR UP TO 850 PSI NOMINAL CYLINDER PRESSURE AND 40 PSI OUTPUT TO CO2 FEEDUNIT FED FROM STORAGE TANKS. ONE (1) SYSTEM TOTAL (92lbs. EA.) PROVIDE HARD WIRED 'ANALOX' #API KIT CO2 DETECTOR WITH AUDIBLE ANDVISUAL ALARMS IN EACH CHEMICAL ROOM, UL 1971 STANDARD LISTED, ONE (1) TOTAL.

SWIMMING POOL HEATER(S): INDIRECT FIRED POOL HEATING PACKAGE SYSTEM'AQUAS' CREST WITH SMARTTOUCH CONTROL CONDENSINGMODULATING BOILER, TITANIUM PLATE AND FRAME HEAT EXCHANGER WITH CPVC CONNECTIONS, EXTERNAL CIRCULATION PUMPS, FACTORYASSEMBLED SKID MOUNTED PACKAGE, CALIFORNIA CODE CONTROLS, 1\'' NATURAL GAS CONNECTION, 3'' WATER CONNECTIONS, 8'' DIAMETER VENTSIZE, PVC VENTED1,999,000 BTU PER HOUR INPUT, 97% EFFICIENT, PROVIDE ['' COLD WATER TO EACH UNIT WITH ADJACENT FLOOR SINK FORCONDENSATE. 'LOCHINVAR AP02000N', WEIGHT = 3,397 lbs. EA. TWO (2) TOTAL. 15 BVBFV==BUTTERFLY VALVEBALL VALVE
FLOOR SINKFS=ACID INJECTION=
CV=CHECK VALVE
CHLORINE INJECTION=
FM=FLOWMETER
PIPE HANGERPH=FD=FLOOR DRAINVACUUM / PRESSURE GAUGEPG/VG= BW=BACKWASHAC
SWIMMING POOL CIRCULATION PUMP: 40 HP @ 460VTHE PIPING SYSTEM SHALL HAVE DIRECTION OF FLOW ARROWSINDICATED ON THE PIPES.PUBLIC POOLS SHALL HAVE A FLOW DIAGRAM OF THE POOL'S PIPINGSYSTEM WITH OPERATION INSTRUCTIONS.THE FLOW DIAGRAM AND INSTRUCTIONS SHALL BE AVAILABLE ON THEPREMISES AT ALL TIME1.2.3.ALL MECHANICAL ROOM FLOORS SHALL BE SLOPED A MIN |'' PERFOOT TO A DRAIN. SEE ARCHITECTURAL SHEETS FOR SPOTELEVATIONS AND SLOPES.4.

GAS FIRED POOL HEATER(S) INSTALLED ON A GAS SUPPLY SYSTEM UTILIZING A 2 PSI OR 5 PSI SUPPLY. GAS PRESSURE SHALL REQUIRE AREGULATOR TO REDUCE THE SUPPLY PRESSURE. A PROPERLY SIZED AND INSTALLED LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR (HGPR)SHALL BE USED TO REDUCE THE GAS PRESSURE AT THE UNIT INLET TO A MINIMUM OF 4'' TO A MAXIMUM OF 11'' WATER COLUMN.'LOCHINVAR' RECOMMENDS THAT ANY REQUIRED LINE LOCK-UP-TYPE HIGH GAS PRESSURE REGULATOR BE INSTALLED WITH A MINIMUM OF 8 FEETTO 10 FEET OF PIPE FROM ITS DISCHARGE TO THE UNIT'S GAS INLET. IF A STRAIGHT DISTANCE OF GAS PIPE IS NOT AVAILABLE THE ADDITION OF AVERTICAL 'U' IN THE GAS PIPING DOWN STREAM FROM THE 'HGPR' CAN BE USED TO ACHIEVE THE 8 FEET TO 10 FEET OF DISTANCE.CONTRACTOR IS RESPONSIBLE FOR HEATER VENTING, EXHAUST DUCTING, FLUE TERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE.= 52 AMPS BACKWASH PIT: 4'-6'' x 8'-0'' x 8'-0'' DEEP WITH 6''~ P-TRAP OUTLET TO SEWER. PROVIDE WATERPROOFING PER SPECIFICATIONS.COORDINATE WITH STRUCTURAL AND PLUMBING PLANS.

ALL ELECTRICAL CONDUITS WITHIN MECHANICAL ROOM AND CHEMICALROOMS SHALL BE RIDGID NEMA 3R SUITABLE FOR CORROSIVEATMOSPHERE.5. 2MR-4
PIPE SUPPORTPS=
17 ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

BFVBFVBFV
BFVBFV

BFV PHPHPHPHPHPHPHPHPHPHPHPH

PHPHPHPHPHBFV
BFVBFV
PGCV
PS
PS
PS
PSPS
FM

PHPHPHPHPHPHPHPHPHPHPHPH PHPHPHPH
C APH
PH
13EMERGENCYEYEWASH/SHOWER13EMERGENCYEYEWASH/ SHOWER7750LB. CO2STORAGECO2 REMOTE FILL77CO2 CONTROLLER 500 GALCHLORINESTORAGECHLORINE FEEDER55
6350 GAL.ACIDSTORAGEACIDFEED PUMP6
660 GAL. ACIDVAPORRECOVERYTANK
914LIGHTINGCONTACTORPANELELEC.PANEL 'SP'
FILTERS3 STRAINER112x10
CIRC. PUMP2HEATER4HEATER4
8WATERCHEMISTRYCONTROLLER
PUMP PIT10BACKWASH PIT113'' COLD WATER SOURCEPHBVW/ RFBFP BY OTHERSBVPHPHBV SUMP PUMP17PH123'' 'CLA-VAL'FILL SYSTEM 10'' FLOOR INLET RETURN
6" FILL EQUALIZER TO SURGE
12'' MD SUCTION12'' SURGE CHAMBER SUCTION
10''
6'' BW
10''
6''4''4''
10''
6''3''
SUMP PUMP: HYDROMATIC 'SW' SERIES, 1/3HP, 115V, 10AMP, W/ FLOAT SWITCH AND 2" PIPE AND CHECK VALVE INTO BACKWASH TANK. ONE (1) TOTAL.

HAZARDOUSINFORMATIONSIGNAGE
PH
PH
LINK SEALTYP.MR-63
BFVPH
UL LISTED FIRESTOP (FS-ONE OREQUAL)2MR-11
4'' HOUSEKEEPINGPAD
4'' HOUSEKEEPINGPAD 2'' MANUALFILL BYPASS
FRP PUMP PITACCESS LADDER3MR-4
2''2'' STANDARD PIPEGALV. STEELGUARD RAIL W/CHAIN ACCESS4MR-7 FRP BACKWASHACCESS LADDER4MR-1112'' AIR GAPFS FD
FD
4''
4''PSBFVBFVBFV
18SWIMMING POOL ULTRA VIOLET TREATMENT SYSTEM: 'EVOQUA' WAFER UV MODEL WF-225-8-N, VALIDATED AT 1,540 GPM, 8'' FLANGED CONNECTIONIN-LINE UV WITH TWO (2) LAMPS @ 2,500 WATTS, 208V, 1PH. CONTROL UNIT: 208V 1PH, 20''X20''x10'' DEEP. (121 lbs.). PROVIDE PIPING BYPASS, VALVING,ETS EZ VALVE STRAINER AND INSTALLATION AND PIPING PER MANUFACTURER'S RECOMMENDATIONS. ONE (1) SYSTEM TOTAL.

UV SYSTEM18FILTER CONTROL PANELWITH PRESSUREAND VACUUM GAUGES3 VG PHPH
SOLAR BOOSTER PUMP: 'JANDY' JCP073ATS: 7.5 HP, 208V 3PH, RATED AT 390 GPM AT 60 FT. TDH, WITH INTEGRAL STRAINER. ONE (1) TOTALW/ ACCUDRIVE VFD #AD075X-2303-N4X TO BE TIED TO UV CONTROLLER PER THE UV CONTROLLER MANUFACTURERS INSTALLATION GUIDELINES.

SOLAR PUMP15
SOLAR HEATING CONTROLLER: AUTOMATIC HEATING CONTROLLER TIED TO SOLAR BOOSTER PUMP AND WATER TEMP SENSORS PER MANUFACTURERSINSTALLING REQUIREMENTS, 120V ONE (1) TOTAL.16SOLARHEATINGCONTROLS16 18UV CONTROLLER 5MR-71MR-51MR-51AP-114MR-10REDUCED PRESSURE BACKFLOW PREVENTERRPBFP= 1MR-91-4MR-84MR-43MR-35MR-75MR-64MR-41MR-34MR-42MR-31MR-101, 4MR-44MR-36MR-71MR-51, 4MR-45-6MR-32, 4MR-53-4MR-41,2,4MR-65MR-54MR-42MR-101MR-73-4MR-74MR-116MR-52MR-73MR-105SP-191SP-205MR-113MR-5

BFVCVBFV
4''
6'' SOLAR SURGE TANK SUCTION6'' SOLAR PANEL RETURNVGPG
ALL VALUES PER 2022 CBC 1910A.5.4}'' DIA.{'' DIA.\'' DIA.60406303|''4"1\''2\''['' DIA.1254[" |'' DIA.TORQUE LOAD (FT-LBS)TORQUE LOAD (FT-LBS)
352561550
1\''3|''2\''4''4[''
SIZEMIN. EMBED (heff)HILTI KB TZ 2 (SS) ANCHORS IN CONCRETE(ESR-4266)MIN. EMBED (heff)KB TZ 2 (SS) ANCHORS IN CMU(ESR-4561)

POOL HEATING SYSTEMSHALL HAVE PRIMARYHEATING PROBE LOCATEDON MAIN DRAIN SUCTION LINE 2MR-4HAZARDOUSINFORMATIONSIGNAGE
MR-2B
MR-2A
6" CPVC SOLAR DRAIN (HOT)
TOP OF EQUALIZER+12" ABOVE DECK
PPM MODULE10''
10''
10''6''
10''
BV
1MR-11
16SOLAR PUMPVFD18PUMP VFD
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
188
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
|''=1'-0''
|''=1'-0''
NOTES:3.SEE SHEET MR-1 FOR EQUIPMENT LIST.REFER TO MECHANICAL PLANS FOR HEATER VENTING, EXHAUST DUCTING, FLUETERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE.1.2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FORBUILDING LAYOUT AND CONSTRUCTION REQUIREMENTS.

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

PHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPH
STRAINER12''x10''1PUMPCIRC.2CVBFVBFVBFVBFVPUMPSOLAR15
FILTERS3
CV
F
FRP PUMP PITACCESS LADDER3MR-44MR-7
NOTES:3.SEE SHEET MR-1 FOR EQUIPMENT LIST.REFER TO MECHANICAL PLANS FOR HEATER VENTING, EXHAUST DUCTING, FLUETERMINUS AND PENETRATION(S) THROUGH BUILDING STRUCTURE.1.2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FORBUILDING LAYOUT AND CONSTRUCTION REQUIREMENTS. 6 7
E
BFV4''BFV4''BFVBFVBFVUVFILTERS3 18
BFVBFVBFVBFV4''10''10''6''
10''6'' BW10''10''6''6''
HEATERS4
10''
CHEMROOMPHPHPHPHPHPHPHPHPHPHPH 10''FI RETURN
2'' STANDARD PIPEGALV. STEELGUARD RAIL W/CHAIN ACCESS

OVERHEAD LIGHTING,CONTRACTOR TOCOORDINATE W/INTERIOR LIGHTING 8WATERCHEMISTRYCONTROLLER
PH

OVERHEAD LIGHTING,CONTRACTOR TOCOORDINATE W/INTERIOR LIGHTING 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
189
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE
3|''6'' MIN. FOUR (4)-\''~ x 3|'' MIN. EMBED.STAINLESS STEEL HILTI KB TZ 2 EXPANSION ANCHORSSPECIAL INSPECTION REQUIRED (ICC ESR-4266)

31.50''

57.50''
42''
4'' 6''MIN.4'' HOUSEKEEP PAD6''MIN.6''MIN.
3|''
7,400 lbs. EA.

61.19''

29.88''46.00''66.25''89.31''

40.00''23.50''
NOTE:1. PROVIDE BONDING PER CODE.1. 2SP-143,397 lbs.HEATER \''~ SS HILTI KB-TZ 2WITH 3|'' MIN. EMBED(INSTALL PER ESRCC ESR-4266).

NO SCALENO SCALE

PUMP IS SETPOURED BEFOREPUMP BASE
16''
24'' LONG
12''PER PUMP
POST-SET CONDITION1-#4 AT EACHCORNER AND2''CLR
SLAB REINF.
#3 REBAR HOOPTOP & BOTTOMAND AT 6'' O.C.

FOUR (4)-\''~ x 3|'' MIN. EMBED.SS HILTI KBTZ 2 SPECIAL INSPECTIONREQUIRED (INSTALL PER ICC ESR-4266) NOTE:PROVIDE BONDINGPER CODE.(760 lbs.)
6''6''1\''1\''19'' WIDE
7''PUMP BASEPLAN VIEW
6''12''6''
6'' 6''
41''
AT 12'' O.C. MAX.

NO SCALE

WATERCHEMISTRYCONTROLLER
500 GALLONS'SUCTIONTUBECHLORINE
FEED PANEL1''C TO2-#12,MOUNTED ADJACENT TO TANKPER SPEC'S 2 NOTES: 1
PIPING, TUBING, VALVES AND RELATED COMPONENTSSHALL BE SEISMIC BRACED.3 PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATETHE MATERIAL CONVEYED.4EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIEDAND THE LOCATION SHALL BE CLEARLY VISIBLE ANDINDICATED BY MEANS OF A SIGN.5PROVIDE 2'' 'CAMLOCK' FILL PORT PER VENDOR'SREQUIREMENTS.67 1 5746
8 TANK ANCHORAGE
(4,165 lbs.)
1MR-10
1MR-4
PIPING, VALVING AND FITTINGS SHALL COMPLY WITHCFC 2703.2.2'AT-A-GLANCE' CHEMICAL GUAGE BY KRUEGERSENTRY GAUGE CO. INC.PROVIDE VAPORLOC CAP @ TUBING ENTRANCE1MR-4 ABOVE GROUND STATIONARY TANKS USED FOR THESTORAGE OF HAZARDOUS MATERIALS SHALL BEPLACARDED WITH HAZARD IDENTIFICATION SIGNS ASSPECIFIED IN C.F.C. 5003.5 AND NFPA 704 FOR THESPECIFIC MATERIAL CONTAINED. SIGNS SHALL BE DURABLE.THE SIZE, COLOR AND LETTERING SHALL BE INACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS.

WATERCHEMISTRYCONTROLLER
350 GALLONS'(TYPICAL)SUCTIONTUBE

INJECTIONLINE AFTERHEATERRETURNBE INPOINTS TOBVACID
BV

FEED PUMP
TRANSITIONS.HARD PIPE FROM FEED
BALL VALVEPUMP TO INJECTION POINT\'' SCHEDULE 80 PVC
TYP.

MOUNTED ABOVE TANK RIM (6 lbs.)PER SPEC'S\''C2-#12,
1 54762
NOTES: 1
PIPING, TUBING, VALVES AND RELATED COMPONENTSSHALL BE SEISMIC BRACED.3 PIPING AND TUBING SHALL BE IDENTIFIED TO INDICATETHE MATERIAL CONVEYED.4EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIEDAND THE LOCATION SHALL BE CLEARLY VISIBLE ANDINDICATED BY MEANS OF A SIGN.5PROVIDE 2'' 'CAMLOCK' FILL PORT PER VENDOR'SREQUIREMENTS.678 (2,915 lbs.)
TANK ANCHORAGE1MR-4PIPING, VALVING AND FITTINGS SHALL COMPLYWITH CFC 2703.2.2'AT-A-GLANCE' CHEMICAL GUAGE BY KRUEGERSENTRY GAUGE CO. INC.PROVIDE VAPORLOC CAP @ TUBING ENTRANCE 1MR.4
1MR-5
6MR-7
ABOVEGROUND STATIONARY TANKS USED FOR THESTORAGE OF HAZARDOUS MATERIALS SHALL BEPLACARDED WITH HAZARD IDENTIFICATION SIGNS ASSPECIFIED IN C.F.C. 5003.5 AND NFPA 704 FOR THESPECIFIC MATERIAL CONTAINED. SIGNS SHALL BEDURABLE. THE SIZE, COLOR AND LETTERING SHALLBE IN ACCORDANCE WITH NATIONALLY RECOGNIZEDSTANDARDS.

NO SCALE
SEAL NON-VENTED MANWAY AND PERMANENTLY CLOSE.NOTES: 1PROVIDE CAMLOCK FITTING FOR FILL HOSE.2PROVIDE 2'' BULKHEAD FITTING.3PROVIDE 2'' BALL CHECK VALVE.4PROVIDE DOUBLE WALLED DUAL CONTAINMENT TANK.5PROVIDE [''x100' HOSE W/ NON-CORROSIVE ENDS.6PROVIDE 2'' BULKHEAD FITTING WITH 'VAPORLOC' SYSTEM7FOR FEED PUMP SUCTION LINES(S).1 23 4 350 GALLON ACID STORAGE TANK'CHEMTAINER' MODEL #TC5256DC'SNYDER INDUSTRIES'OR EQUAL.5 1'' SCH 80 PVC BALL VALVE WITH\ HOSE ADAPTER AND THREADEDSAFETY CAP {''~ HOLES ORSAWCUT SLOTSEQUAL TO 200%OF SURFACE AREAOF PIPE.

MAX. WATER LEVEL
MAX12''
1'' SCH 80 PVCVENT W/ 1''BULKHEAD2'' SCH 80 2''2''
60 GALLONVAPOR RECOVERY TANK28''~x37'' TALL #1000300N97202L'SNYDER INDUSTRIES' 'CHEM-TAINER' OR EQUAL 2'' PVCCAP
7 6
MIN. WATER LEVEL
2'' PVC TYP.FITTING3 PROVIDE 'AT-A-GLANCE CHEMICAL GAUGE' BY8KRUEGER SENTRY GAUGE CO. INC.8 (500 lbs.)(2,915 lbs.)
TANK ANCHORAGE1MR-4

NO SCALE
MR-3DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

1. 2SP-14

BOOSTERPUMP
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
190
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE
TANK AT 90^ ANGLES. PROVIDENOTE:U-CLAMP AT TOP OF CROSSING.STEEL WIRE |'' STAINLESS \'' x 1\'' STAINLESS STEELCARRIAGE BOLT WITHSTAINLESS STEEL NUTAND WASHER

POLYETHYLENE COVERCABLE FREE OF SLACK W/CHEMICAL
CROSSING AND AT ALLPROVIDE }''~ U-BOLTAT TOP CABLE 90^|'' STAINLESS STEELSTORAGE (2) |'' STAINLESSAROUND BOLTLOOP CABLEAND CLAMP WITHSTEEL WIRE ROPE 9'' MIN.

FLUSH WITHTEFLON GASKETTANK TYP.4[''MIN.
7''
C.G.
3'' 1\''1\''10''

FOR ALL TANKS

5.83'MAX. TANK HEIGHTVERTICAL CROSSINGS.

EQ.EQ.EQ.

FOR ALL TANKS RADIAL 3'' x 3'' x \'' x 10'' LONGSTAINLESS STEEL ANGLE BAR. PLACE TIGHT AGAINST TANK GASKET (TYP. OF 4)

TWO CABLES PER CHEMICAL STORAGE
7''
CLIPS TYP.

ALL CROSSINGSROPE CLIP ATTYP.

ACID TANK 52''~ (2,915 lbs.)CHLORINE TANK 59''~ (4,165 lbs.) VAPOR RECOVERY TANK 28''~ (500 lbs.)

2.92' @ CHLORINE TANK2.33' @ ACID TANK1.54' @ V.R. TANKANGLE BRACKET TANKQUANTITIES OF CHEMICALS DO NOT EXCEED THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2).FOR CARBON DIOXIDE GAS SEE TABLE 1.12.8(b) OF THE NFPA-1, 6,000 FT3 ALLOWABLE OR 686 lbs. STORAGE PER CONTAINED AREA COMMON NAMECHEMICAL NAMECAS #FORMJUSTIFICATION
MURIATIC ACID25%7647-01-0LIQUID0 GAL.350 GAL.CHEM. ROOMMSDS CARBON DIOXIDE100%124-39-9LIQUID0 lbs.600 lbs.CHEM. ROOMMSDSCRYOGENIC % COMP.QUANT. STORED(NOT USED)QUANT. IN USE(USE-CLOSED)LOCATION(STORAGE & USE)HAZ. CLASSES

CORROSIVE LIQUIDCARBON DIOXIDE

CHEMICAL CLASSIFICATION TABLE

HYDROCHLORIC ACID
MAXIMUM ALLOWABLEQUANTITY500 GAL.686 lbs. 12.5%7681-52-9LIQUID0 GAL.CHEM. ROOMMSDS SODIUM HYPOCHLORITESODIUM HYPOCHLORITE500 GAL.CORROSIVELIQUID500 GAL.

MURIATIC ACIDSODIUM HYPOCHLORITE
BLUE
WHITE
RED

YELLOWREACTIVITYHAZARDSPECIFICHAZARD

FLAMMABILITYHAZARDHEALTHHAZARD
LEGENDCARBON DIOXIDERATING EXPLANATION GUIDERATINGHEALTH HAZARDFLAMMABILITY HAZARDREACTIVITY HAZARDCAN BE LETHALMAY EXPLODE AT NORMAL TEMPERATURESAND PRESSURESMAY EXPLODE AT HIGH TEMPERATURES ORSHOCKIGNITES AT ABOVE 73° F, BELOW 100° F.CAN CAUSE SERIOUS OR PERMANENT INJURYEXTREMELY FLAMMABLE. IGNITES AT BELOW73° F.VIOLENT CHEMICAL CHANGE AT HIGH TEMPSOR PRESSURESCAN CAUSE TEMPORARY INCAPACITATION ORRESIDUAL INJURYNORMALLY STABLE. HIGH TEMPERATURESMAKE UNSTABLECAN CAUSE SIGNIFICANT IRRITATIONIGNITES AT ABOVE 200° F.IGNITES AT ABOVE 100° F, BELOW 200° F.

STABLEWILL NOT BURNNO HAZARD
43210
SPECIFIC HAZARDOXIDIZER:ACID:CORROSIVE:ALKALI:USE NO WATER:RADIATION HAZARDS:POLYMERIZES:

OXACIDCORALKWP NOTES:1.2.CONFIRM SIGNAGE WITH LOCAL FIRE MARSHALL AND/OR BUILDING CODES PRIOR TO INSTALLATION. SIGNS SHALLSIGNS SHALL BE SIZES AND COLORS PER CODE MOUNTED AT +60" A.F.F. ON DOORS AT CHEMICAL ROOMS.CONFORM TO NFPA 704.

PROVIDE HARD WIRED CO2 DETECTOR 'ANALOX SENSOR TECHNOLOGY' MODEL #AP1 KIT SENSOR AND STROBE UNITS 120V HARD WIRED W/ STROBE LIGHT ANDAUDIBLE ALARM. SENSOR MOUNTED 18 INCHES A.F.F. AND ALARM LEVEL BETWEEN 70-76 INCHES AND WITHIN VISIBLE EYESIGHT OF DOOR. TO BE SET TO DETECTCO2 GAS IN LEVELS IN EXCESS OF THE PEL. PROVIDE IN EACH ROOM CONTAINING CO2.

SIGN SHALL BE POSTED AT ROOM ENTRANCE;SIGN SHALL BE NOT LESS THAN 8'' IN LENGTH AND 6''IN HEIGHT AND INDICATE:CAUTION - CARBON DIOXIDE GASVENTILATE THE AREA BEFORE ENTERINGA HIGH CARBON DIOXIDE (CO )GAS CONCENTRATIONIN THIS AREACAN CAUSE ASPHYXIATION.2 8'' MIN.
6'' MIN.NO SCALE

NO SCALE
26''

FRONT ELEVATION

PLAN VIEW
\''~ x 3|'' MIN. EMBED. THREE(3) TOTAL. SS HILTI KB TZ 2SPECIAL INSPECTIONREQUIRED (ICC ESR-4266)

ISOMETRIC VIEW
30''~
955 lbS.
70\''3'-1'' C.O.G.

NO SCALE
ELECTRICAL24 VACCONSOLECONTROL
HEATER BOOST. 120 VAC, 20AINTERLOCK FOR CIRCULATION PUMP POWER120 VAC, 20A POOLCONTROLLER RELAY
PANEL
N
120 VAC24 VAC120 VACCIRC. PUMPMOTOR CONT.NCIRC.PUMP
NPUMP
24 VACTRANSFORMER
120 VACN
120 VAC24 VACCABLECONTROLLER
120 VAC
CHEMICAL FEED RELAYSCONTROL INTERLOCK FOR120 VAC CIRCULATION PUMPWHITE PUMP24 VACFILTERBOOSTERBYPASS

BROWNHEATER
R'W'
120 VAC

CHLORINE
AFC FILTRATIONWITH DEDICATED NEUTRAL120 VAC, 15ADEDICATED POWER N120 VAC
120 VAC120 VAC120 VAC, 20A
N
CONTROLLERNPUMPINSTALL 1 #12 GROUND CONDUCTOR IN ALL CONDUITSALL CONDUITS SHALL BE RIGID OR INTERMEDIATERESPONSIBLE FOR A FULLY OPERATIONAL SYSTEM.OPERATING INSTRUCTIONS. CONTRACTOR SHALL BEREFER TO FILTER "OWNER'S MANUAL" FOR INSTALLATION/ALL WORK SHALL BE IN ACCORDANCE WITH LATEST EDITIONOF THE CALIFORNIA ELECTRIC CODE (N.E.C.) FURNISH ALL LABOR,MATERIALS AND COORDINATION OF WORK HERE ON SHOWN/IMPLIED.4.

NN
GALVANIZED METAL.2.3.

ACIDPUMPNOTES:1.
24 VAC

WITH HOA AND PILOT LIGHT
CONTROLLERWATER CHEMISTRYLO 0.2 0.4 0.6 0.8 1.0 1.5 2.0 3.0 HI Alarm
CalSetPointpH FeedCl/Br FeedFailsafe
pH 7.5HRR 755Cl2/Br2 (ppm)TEMP 85°FCOPUMP2
120 VAC SEE DETAIL 2/MR.5
SEE DETAIL 3/MR.7
MR-4DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
191
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE
\''=1''
FACE OFWALL7|'' SQ.1\''
5|''
'CHART INDUSTRIES'MODEL #B-C00051FLUSH MOUNT FILL BOX,OR EQUAL. .049 THICK 304STAINLESS STEEL

UL LISTED LOCKASSEMBLY
NOTES:1.BOX MUST INCLUDE MAXIMUM ALLOWABLE WORKINGPRESSURE WARNING LABEL ON INSIDE OF DOOR.2.VENT HOLE ON CONNECTOR SHOULD POINT DOWNTOWARD BOTTOM OF BOX.3.CONTRACTOR TO VERIFY WITH DELIVERY COMPANY FORIDEAL FILL PORT LOCATION AND WHERE POSSIBLE LOCATEFILL PORT WITHIN SHORTEST DISTANT RUN FROM FILLLOCATION TO TANK PLACEMENT.4.CONTRACTOR TO VERIFY LOCK ASSEMBLY WITH DELIVERYCOMPANY AND SHALL PROVIDE A SET OF KEYS FOR OWNERAT SUBSTANTIAL COMPLETION.

FRONT VIEWSECTION VIEW

ISOMETRIC VIEW

AIRVENTS

WARNINGLABEL
VENTHOLEFILLPORT(4)-{''~ x 1\''LONG SS LAGBOLT

NO SCALE

BALL TYPE PVCCHECK VALVE

TO SUCTION SIDE OF PUMPCONTROLLER SAMPLE RETURN

PVC BALL VALVE

UNIT PERSPEC'SWIRING TOWALL UNIT

PVC BALL VALVE
& BEFORE HEATERMAIN WALL

CONTROLLERSAMPLE TAKENAFTER FILTER

CONTROL
\" CONTROLLER LINE
UNION

HOSEBIBB

POOL WATERCHEMISTRYCONTROLLERELECTRODEPER SPEC'SREMOTEHOUSING UNION
\''C2-#12,
MOUNTED ATFEED PUMP+60'' A.F.F.

NO SCALE

TUBE ADAPTER
TYP.
\'' SCH. 80
\'' SCH. 80PVC PIPE

PVC FIPFEMALEADAPTER
LMI PRESSURETUBING TYP.

LMI PIPE TO
TO FEED PUMPBVLMI PRESSURETUBING TYP.

CHEMICAL LOOPRETURN LINE
TYP.\'' SCH. 80PVC PIPE

TUBE ADAPTER
\'' SCH. 80PVC FIPFEMALEADAPTER LMI PIPE TO
MOUNTED TO WALL WITH 8'' LONGAT 24'' O.C. MOUNTED\'' UNISTRUT P1426 PIPE CLIP P1000 UNISTRUT AND (2)-|''~HILTI KB TZ 2 MASONRY ANCHORSWITH 1['' EMBED PER (ESR-4561) MR-5DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NO SCALE

CHEMICALCONTROLLER

BALL CHECK VALVE

RATE OF FLOWIN
CAUTIONDO NOT EXCEED100 P.S.I.

DIFFUSERINJECTIONRETURN PIPINGAFTER HEATER
3/8'' O.D. TUBINGCO FEED SYSTEM 2PRESSURE REGULATOR

NO SCALE

ETS EZ UV STRAINERSIZED PER BYPASSLOOP DIAMETER

UV DISINFECTION UNITW/ FLANGED CONNECTIONSUV BYPASS LOOP

RETURN LINEPER PLAN

BFVISOLATION

PIPINGPER PLAN

BFVISOLATIONUV CONTROL PANEL
30FT MAX CORDLENGTH. MUST BEWITHIN LINE OF SITEOF UV UNITINTERCONNECT WITHCHEMICAL CONTROLLERPER INTERCONNECTIONDIGRAM (2) 'UNISTRUT' P1026 BRACKETS PER SUPPORT W/{''~ STAINLESS STEEL HILTI KB-TZ WITH 2\'' MIN.EMBED (CC ESR-1917) THROUGH ANGLE WITH TWOHIGH STRENGTH WASHERS FOUR (4) TOTAL.(92lbs). INTO 4'' CONCRETE PAD'UNISTRUT' P-1000 PIPE SUPPORTS W/ PIPE CLAMP -20-3060-1002010
503040Hgpsi
PRESSURE GAUGE WITHPIPE SADDLE, TYP.
-20-3060-1002010
503040HgpsiPG

ISOLATION BALL VALVEISOLATION BALL VALVE

SURGE CHAMBER
DOMESTIC WATER SUPPLYCOPPER PIPE TYPE 'L' WITH'ZURN' Z-1700 SIZE 200 WATERHAMMER ARRESTOR

SIZE PER PLAN
ISOLATION BALL VALVE3'' INDUSTRIAL COLD WATER SOURCE

MANUAL FILL BYPASS
2x2x[ TEE WITH F.I.P.ADAPTER'NIBCO' #C56-VBHOSE BIBB WITH [''M.I.P. ADAPTER

OPERATIONAL
BECSYS
BECSYS SS AUTO-FILLSENSOR #2100348-8E

BALL VALVE

WATER LEVEL
'CLA-VAL' #136-01BY-2''SOLENOID CONTROL VALVE
8'' STILLING PIPE
WITHIN MECHANICAL ROOM1\'' CONDUIT FROM CONTROLLER TO SENSOR WITHIN SURGE TANK. 256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
192
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE
PIPEC
PIPE O.D.CAST OR DRILLED HOLE
PIPE AS SHOWNON PLAN ANDELSEWHEREAS DETAILEDREQUIREMENTSSIZE SHOWN ONTABLE - INSTALLPER MANUFTURER'S"LINK-SEAL" TOPIPE SEAL PEROTHERWISEWALL UNLESSNOTEDCENTERSEAL IN ACTUAL PIPENOTE: VERIFYDIMENSION PRIORTO ORDERING SEALOUTSIDE DIA.MASONRY WALLAS DETAILEDELSEWHERECONCRETE ORCAST-IN-PLACE (NOMINAL)PIPE SIZE\''
SIZE NO.LINK SEALCAST OR DRILLEDCONCRETE HOLEINSIDE DIA. (I.D.)OUTSIDEDIAMETER(PIPE O.D.)2.00.840LS-200PER SEALNO. OF LINKS4 [''2.51.050LS-2755 1''3.01.315LS-3004 1|''3.01.660LS-2757 1\''3.51.900LS-3005 2''4.02.375LS-3006 2\''4.02.875LS-2009 3''5.03.50LS-3008 3\''6.04.00LS-3255 4''6.04.50LS-30010 5''8.05.563LS-4256 6''10.06.625LS-47510 8''12.08.625LS-47512 10''14.010.75LS-40010 12''16.012.75LS-40012 14''16.014.00LS-32515 16''18.016.00LS-32517 18''23.018.00LS-50016 20''25.020.0018 22''27.022.0019 24''29.024.0021 26''31.026.0023 28''33.028.0024 30''35.030.0026 32''37.032.0028 34''39.034.0029 36''41.036.0030 LS-500LS-500LS-500LS-500LS-500LS-500LS-500LS-500LS-500
16\''18''
6{''4}''23[''17}''4|''
16]''3]''4]''17]''
11''17''5''

SIDE VIEWFRONT VIEWBACK VIEW

PLAN VIEW
1[''
SCREW TO STUDSSCREWS.W/ 4-#16 S/S
(17 lbs.)
1\''=1'-0''
13]''9|''16{''27''20[''
SIDE VIEWFRONT VIEW16116''141516''
5916''
(16 lbs.)
SCREW TO STUDSSCREWS.W/ 4-#16 S/S

LINENEUTRALEARTH
N.O.CN.C.DIFFERENTIALPRESSURESWITCHGAGESHIELDABRS485SHIELDAB SHIELDABRS485+-V1 vDIFF
COMN.O.NRELAY 1
COMN.O.NRELAY 3
NEUTRALLINELINEC5N.O.C8RELAY 5C7C6N.O.N.C.RELAY 6NN.O.N.C.RELAY 7NN.O.N.C.RELAY 8NN.O.N.C.RELAY 9N C9N
1211
1211
1211
1211
COMN.O.NRELAY 2
COMN.O.NRELAY 4
CR-1CR-3
CR-2CR-4
CR-6CR-8
CR-5CR-7CR-9

INTERLOCKEDRELAY POWERRECIRCULATIONPUMP AUXILLIARYCONTACTSLINENEUTRALDEDICATEDRELAY POWER

LINEEARTHNEUTRALDEDICATEDMICROPROCESSORPOWER

FILTER INTERFACE PANEL
BECSYS 7 CONTROLLERRELAY LEGENDRELAY 1 = pH FEEDRELAY 2 = CHLORINE FEEDRELAY 3 = ALARM OUTPUTRELAY 4 = HEATERRELAY 5 = SENSOR WASHRELAY 6 = FILTER BACKWASH OUTPUTRELAY 7 = RECIRC PUMP

NO SCALENO SCALE
CH 1CH 2CH 3CH 4CH 1CH 2CH 3CH 4 +-+-+-+-+-+-+-+-
1234567818 ABAB+-+-+-+-+-GNDIN+12
+-+-+-+-+-GNDIN+12 pH INVTURBBW PIT 1BW PIT 2STRAINER
SHIELDABRS485
CR-7RECIRCULATIONPUMP
76AUTO STARTCONTACTTERMINALSS2+S3CONTROLTERMINALSSMART PUMP CONTROLSYSTEM (SPCS-EF) ON
N.O.CN.C.DIFFERENTIALPRESSURESWITCHGAGESHIELDABRS485SHIELDAB TEMPERATURESENSORC12 INVENTORYLEVEL SENSORSURGE PITLEVEL SENSORVACUUMTRANSDUCERFLOW SWITCHBACKWASHPIT LEVELSWITCH pH INVENTORYLEVEL SENSOR CONDTEMPC1 INVSURGEFILTER 2FILTER 1V1 vDIFFFLOW METER

FILTER INTERFACE PANEL
BECSYS 7 CONTROLLER
MR-6DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
193
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
NO SCALE28[''62''
6[''
18'' MIN. TO WALL
36'' MIN. TO WALL31''
18}''12-7/8''
82[''46\''36'' MAX.
1|''27'' MIN.

SHOWER HEAD
ROD44'' LONG SSEYE/FACE WASH ASSY.
1|'' ALTERNATESUPPLY PLUGGEDHAND CONTROLEYE/
1|'' WASTESTRAINERFLOOR LINE1|''
'HAWS' MODEL #8300-8309CRPSHOWER OR EQUAL

PLAN VIEW

SS PULLPULL ROD
PROVIDE 3-{''~HILTI KB TZ 2 ANCHORSTO FLOOR WITH 2'' EMBED(ICC ESR-4266)FRONT 1|'' IPS SUPPLY
FACE WASHASSY.

WASTE
44'' LONG
'TOLCO' 1|'' OFFSET PIPECLAMP TO CMU WALL WITH{"~x3" EMBED. TWO (2)TOTAL. SS 'HILTI' KB TZ 2SPECIAL INSPECTIONREQUIRED (ICC ESR-4561)

ELEVATIONSIDE ELEVATION
[''=1'-0''
1'-6''
6'' C
\'' ~ STAINLESS STEEL HILTIKB TZ 2 W/ 3|'' MIN. EMBEDTYP. (ESR-4266) 5'-6''
8''
3/4''~ STAINLESS STEELRUNGS TYP.
6''5'-6''B\'' ~ SS HILTI KB TZ 2 W/3|'' MIN. EMBED TYP.(ESR-4266) 6'-0''A(VERIFY)
TOP RUNG STEP-OFFMUST BE EVEN WITH TOPOF CONC. CURB
ABLADDER WIDTHOVERALL LADDER HEIGHTCONTRACTOR TO VERIFY:CF.F. TO TOP OF PUMP PITGUARDRAIL2'-6''CLR.

B
16''2'-10''16''
12''12''12''12''12''6''

TOP OF FINISHED FLOORBEYOND
'KARNEL' CUSTOM STAINLESSSTEEL ACCESS LADDER WITHGRAY EPOXY PAINT 3"x8''x{'' STAINLESS STEELANGLE STANDARD WALLBRACKET TYP.8''x{''x6'' LONG STAINLESSSTEEL ANGLE STANDARDWALL BRACKET TYP. (WELDEDINTEGRAL TO LADDER)4''x4''x{''x2['' LONG STAINLESSSTEEL ANGLE STANDARDFLOOR BRACKET TYP. (WELDEDINTEGRAL TO LADDER)UNDERWATER APPROVED '3M'POTTING COMPOUND COVERINGCONDUCTOR AND BONDING LUG W/#8 SOLID INSULATED COPPER WIRETO POOL REINFORCING 0'-0'' @ MECH.RM. FIN. FLOOR

PIT CURB
8'' MIN.2''
[''
+48''2''8''10\''2''41'' TO 43''10\''[''
10\''2''
STRUCTURAL PLANSCAP BOTTOM OF SLEEVEFOR REINF. SEE
2-#3 x 1'-0'' 1'-0'' CONC. CURB/PIT
MAX 4'-0'' O.C.2'' STANDARD STEEL PIPE, GALVANIZED PER PLANS. +4'' @ BACKWASHPIT CURB+6'' @ PUMP
1\'' TO 3\''2'' STANDARD STEELPIPE, GALVANIZED RAILS@12'' O.C. MAX HORIZ.

PROVIDE 2\'' STANDARDSTEEL PIPE x 8'' DEEPSLEEVE PRESET INCONCRETESIDE WALLAROUND SLEEVE 6''
4''
-A
_''TYP.
3''=1'-0''
CHEMICALMETERING PUMP(UNDER 30lbs)|''-20 UNC. x 1\''STAINLESS STEELBOLT, NUT ANDWASHER, TYP. ATFOUR (4)LOCATIONS.FOUR (4)-{''~ x 2\'' MIN. EMBED. STAINLESS STEEL HILTI KB TZ 2EXPANSION ANCHOR (INSTALL PER ICC ER-4561) AT 8'' MIN. O.C.EA. WAY.12\''x7''x\'' LAMINATED FRP 'L'CHANNEL

WALL FACE
6'' ABOVE TOP OF8'' MIN.\''

CHEMICAL TANK
CHEMICAL TANK2''2''

NO SCALE
VARIES1|'' NPSMTHREADEDCAP

SENSOR BALE

1.05''

SEE TABLE 'A'
-45^+45^0^

DRILL HOLEPER TABLE'A' SENSORCAP

BLACKCONDUITCAPSENSORBALETABNOTCH
10x PIPE DIA.OUTLETINLETFLOW
MANUAL FILTER = 'SIGNET' 3-5090AUTOMATIC FILTER = FILTER CONTROLLERFLOW DISPLAY NOTES:HORIZONTAL PIPE RUNS: MOUNT SENSOR IN -45^,0^, OR +45^ POSITION PER MANUFACTURER'SRECOMMENDATIONS.1.VERTICAL PIPE RUNS: MOUNT SENSOR IN ANYORIENTATION PER MANUFACTURER'SRECOMMENDATIONS.2.

SECTION 'A'
FLOW SENSOR LOCATION PER PLAN3.

A
ASIGNET 515 STANDARD
PIPE DIA.\'' THRU 4''5'' THRU 8''FLOWSENSORLENGTH4.1''10'' AND UP5.4''8.4'' SIGNET 515 - TABLE 'A'DRILLHOLE2|''2|''1716''
PIPE DIA. PERTABLE 'A'

IRONSTRAP-ONSADDLE
FLOW SENSOR5x PIPE DIA.
6''=1'-0''
MR-7DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
194
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

WATERCHEMISTRYCONTROLLER
NOTES:VARIABLE SPEED DRIVE MOTOR CONTROL CABINET, SEE PLANS AND SPECIFICATIONS.

VARIABLESPEEDMD
1N/A2WATER CHEMISTRY/FILTER CONTROL UNIT, SEE PLANS.3CONNECT TO CIRCULATION PUMP MOTOR, SEE PLANS.4MOTOR FEEDERS, SEESINGLE LINE DIAGRAM.5120 VOLT BRANCH CIRCUITS, SEE PLANS.6[''C, (4) #12, (1) #12 GND. (120 VOLT CONTROL WIRING)724 VOLT SIGNAL AND SENSOR CABLING, SEE SPECIFICATIONS AND8INSTALLATION INSTRUCTIONS FOR ADDITIONAL REQUIREMENTS.

ELEC. PANEL6
31 785
54 DRIVE
FROM 120/208VELEC. PANELFROM 480V
MOTOR DISCONNECT, SEE PLANS.9
9 6

NO SCALE

NO SCALE
ACONDUIT ENTRY - TOP VIEW1'' DIACONDUIT ENTRY - BOTTOM VIEW FOR 1\'', 2'', AND2\'' CONDUIT

FRONT VIEWSIDE VIEW
VENTS IN TYPE 1 ONLY
BCD
EJ
ANCHORS WITH 2\'' EMBED TO
K
IH GF

AUTOAFC RUNFAULTPOWER ON
NOTE:PROVIDE AT LEAST 3'' OF MOUNTING CLEARANCE ON EACH SIDE OF THE DRIVE CONTROLLER.PROVIDE AT LEAST 6'' OF MOUNTING CLEARANCE ON EACH TOP AND BOTTOM OF THE DRIVE CONTROLLER FOR \'', ['', AND1'' CONDUITFOR 1\'', 2'', AND2\'' CONDUITFOR \'', ['', AND1'' CONDUIT 4-{'' SS HILTI KB TZ 2CMU WALL (ESR-4561)
126 lbs.'SPCS' EKO-FLEX SIZING TABLE460VHPLBSWEIGHTADIMENSIONSBCDEFGHIJK

MAIN CIRCUIT BREAKER
P1
460 VAC, 3 PHASE, 60 Hz

OVERLOAD

LINE REACTOR

LINE CONTACTORBYPASS CONTACTOR
4-20mA Signal
BYPASSOFFBECSys
120V Pump RunVFDLOGICINPUTSVFDANALOGINPUTS
BECSys Control

VFDOUTPUTSAUTOAG
ADJUSTABLE FREQUENCYDRIVE AFD 1AFC RUNFAULTARPOWERONLC
SWIMMING POOL CIRC. PUMP - SEE PLAN
\'' DIA HOLESTOP & BOTTOM

NO SCALE
MR-8DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

CIRCULATION PUMP -SEE PLAN
2526S2+

NO SCALE
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
195
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE
LC1314
13141314
8AUTO START79 6A6
N
DEVICE TERMINALTERMINL BLOCK (TB)NUMBER - 115 VACLETTER = 10/24 VDC

RUN COMMANDRELAYAUTOMODEPOWERONLINECONTACTORBYPASSCONTACTORBYPASSRUNAUX DRIVEFAULT RELAYAFCFAULTAUX DRIVERUN RELAY TOMOTOROLOLOL L1L2L3R1AR1CR1BSIGNALFAULTAFC6AFCRUN

AUTO/MAN
R2AR2C
666
AO1AO1COMCOM10VAI1+AI1-RUNFWDLI1FREEWHEELSTOPLI2
PWR+24
COMAI2
SPEEDPOT12S3S2+SS FAULTRESETLI4LI3
MODBUSINTEGRATEDRJ45LI5LI6DC SUPPLY
UVW
BCBCBC
LCLCLC

CBFROMPOWERSUPPLY
BCLC120V INTERLOCKED CONTACTAFCRUN3010
(H1)
(H3)(H2)(H4)(H1)
(H2)(X1)(X2)GNDDETAIL A115V1T208V208V TRANSFORMERCONNECTIONLEGEND 115VX1X2XFFU1460V2
6 1
FU3FU2
3132323122212122838412610EF RPRRCRD
CCB
AA1LCTEST-NORMALHAND-OFF-AUTO

TEST-NORMAL

HAND-OFF-AUTO
L2L3L1T2T3T1
OLR
A1A2X1X2X1X2
X1X2
X1X2
X1X2
A1A2A1A2
131413142324
13 1314
1314
21 34513122122BCRCR

RCRADFR
11121110A
24RCR
ADFR
ADRR15165-8 SEC9 91R2CR2A
R1CR1A14159596

AFCDRIVERUN

AFCDRIVEFAULTBCLCTS
TS
YR
YG
TSY

GND LINE REACTORSTIRRING FAN
PUMPS FANS2/3 WIRE CONTROLSTANDARD MOT. FREQ (HZ)ACCELERATION (SEC)DECELERATION (SEC)LOW SPEED (HZ)SWITCHING FREQ. (HZ)2 WIRE TYPEAI2 MIN. VALUE (mA)R2 ASSIGN - DRIVE RUNNINGREF. 1 CHANPROFILEFREEWHEEL STOP ASSIGNREF. 1B SWITCHINGREF. 1B CHANFAULT RESETCATCH ON THE FLYOUTPHASE LOSSFORCED LOCAL ASSIGN.

SIM 1.1SIM 1.1SIM 1.1SIM 1.1SIM 1.1SIM 1.1SIM 1.3I - O 1.5I - O 1.5I - O 1.5CtL 1.6CtL 1.6CtL 1.6FUn 1.7FUn 1.7FUn 1.7FLt 1.8FLt 1.8FLt 1.8COM 1.9 AI2 CONFIG.R2 CONFIG.

STOP CONFIG.REFERENCE SWITCHREFERENCE SWITCHFAULT RESETCATCH ON THE FLYOUTPUT PHASE LOSSFORCED LOCAL ADJ. MENUNoSUB-MENUDESCRIPTIONEKO-FLEX ATV61 FACTORY CONFIGURATIONCODEtCC 2CCFGbFrACCdECLSPSCrtCtCrl2r2CFR1FR1CHCFnSTrCbFr1brSFFLRPDLFLt PnF60101038LEL4rUnHMIAI1SEPLI2LI3AI2LI4YESNOLI4 DESCRIPTIONSTIRRING FANSVENTILIATION FANSPACE HEATERNANA7.5-50HP 208/230V10-100 HP 460V,ALL HPALL HPNATYPE 3RTYPE 12KTYPE 1NANA7.5-50HP 208/230V10-100 HP 460V, BECs RUN COMMAND RELAY (BRCR)89JUMPER USED WHEN START-STOP PUSH BUTTONS NOT USED.

RCR TIMED CONTACT USED ONLY IF LINE CONTACTOR IS SUPPLIEDCONTROL TRANSFORMER SHOWN FOR 460V PRIMARY. FOR 230V PRIMARY, JUMPER H2-H3 ISPROGRAMMED I/O SEE CONTROLLER FUNCTION CONFIGURATION TABLE.216 NOTES:
67SS2+S31232223161718192021242526
1114
LN

ADFRADFRADRRADRR
30N

AFC AUXILIARY RUN CONTACT(SHOWN NOT RUNNING)AFC AUXILIARY RUN CONTACT(SHOWN IN FAULT MODE) ;4 - 20mA Signal from BCESys
120V RUN COMMAND FROM BCESys 120V INTERLOCKED CONTACTUSER CONNECTIONS MR-9DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
196
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4
-20-3060-1002010
503040Hgpsi
SNUBBER'PETCOCK' MODEL #A10, BRASS
4\'' S/S CASED LIQUID FILLEDPRESSURE GAUGES SHALL HAVE A DIALRANGE PRESSURE OF 60psi ANDVACUUM RANGE OF 30'' Hg THE MINORGRADUATIONS SHALL HAVE APRESSURE OF 2psi AND VACUUM OF 2''Hg, |'' NPT PER SPECIFICATIONS.

1. 2.

NOTES:PRESSURE GAUGES SHALL BE INSTALLEDBY MEANS OF DRILLING AND TAPPINGPIPE TO BE MONITORED. THE GAUGESHALL THEN BE THREADED INTO THEPIPE. PROVIDE WITH SNUBBER AND PETCOCK.GAUGE MAY BE USED WHEREVERCRUCIAL VACUUM OR PRESSUREREADINGS ARE ESSENTIAL. 6''=1'-0''
100 lb. MAXIMUMPANELBOARD

CMU WALL

ELEVATIONSECTION
24''
30''
8''
5''
TOP OF FINISHEDFLOOR+0''
+5'-6''

NO SCALE
ANCHOR TO CMU WALLW/ 2-{'' HILTI KB TZ 2MASONRY ANCHORS W/2\'' EMBED (ESR-4561)FOUR (4) TOTAL

NO SCALE
CONDUIT TO SWIMMING POOL JUNCTION BOXSEE SHEET 3/SP-14 FOR MORE INFORMATION

SEE DETAILS FORBONDING REQUIRMENTSPROVIDE HINGED LOCKING COVER TERMINAL BLOCKS, 1 EACH FOR HOT,NEUTRAL, AND GROUND. SIZED TOACCOMMODATE CONDUCTORS PERPLAN.

CONDUITS 1 AND 3 VIA ELECTRICALPANEL 'SP'UNDERWATER LIGHT GROUNDUNDERWATER LIGHT NEUTRALUNDERWATER LIGHT HOT

UNDERWATER LIGHT GROUNDUNDERWATER LIGHT NEUTRALUNDERWATER LIGHT HOT 1, 2SP-14
MR-10DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

RETURN LINE AFTERHEATERSTEES OR SADDLE TEESFLOW METER
ISOLATIONBALL VALVETYP.1|''SUCTION
DISCHARGEBOOSTER PUMP\HP, 115V
EFFLUENTRETURNTO POOL1|''
1|'' BOOSTERPUMP LOOP\'' CHLORINEFEED LINE

TO BE ELECTRICALLYCONNECTED TOAUTOMATIC CONTROLLERSOLENOID VALVEMETERING FLOW METERCHLORINE MANUALSHUT OFF VALVELABCOCK VALVE WYE

WALL MOUNTINGBRACKET
1|'' WATER INLET
12''
24''

STRAINER
VALVE
TO CO2 SYSTEMPER PLANISOLATIONBALL VALVETYP.

NO SCALE
{''~ STAINLESS STEELHILTI KBTZ 2 WITH 2''MIN. EMBED (CCESR-4266) TWO (2)TOTAL ON 4''CONCRETE EQ. PAD 27 lbs.

FOUR (4)-{''~ x 2\'' MIN. EMBED. STAINLESSSTEEL HILTI KB 3 EXPANSION ANCHOR(INSTALL PER ICC ER-1385)PIPING AND TUBING SHALL BE IDENTIFIED IN ACCORDANCEWITH ASME A13.1 TO INDICATE MATERIAL CONVEYED.1.PROVIDE MANUAL CHLORINE SHUT-OFF VALVE AND BE IDENTIFIED IN ROOM AT POINT OFUSE AND AT TANK, WITH ACCESS CLEARLY VISIBLE AND INDICATED BY MEANS OF A SIGN.2.NOTES:
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
197
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

NO SCALE

NO SCALE
P1124P1126
SIZEPIPEMAX.SPAC'GP1121P1119P1118P1117P1115CLAMP MODEL
6'-0''6''6'-0''8''4'-0''6'-0''4'-0''4'-0''4'-0''CLAMP SIZES 4''3''2\''2''1\''WALL CLAMP SPACINGPER TABLE BELOW1\''3'' MIN.TYP.<PIPING PLANPIPELINE PER UNISTRUT P1000 CHANNEL -MOUNT TO WALL WITH (2)-\''~'HILTI' KB-TZ 2 (ESR 4561)WITH 3['' MIN. EMBED.

PIPE CLAMP W/BOLTS PERCLAMP TABLEWALL MOUNTED PIPE SUPPORT UNISTRUT STRUTPIPE CLAMPTYP. SIZE PERPIPEP2101CONNECTOR(TYP. 2x)UNISTRUTP1000P1026 CONNECTOR\''~ BOLTS W/CHANNEL NUTS8" CMU WALLGROUTED SOLID 24'' MAX.
24'' MAX.

EXTENDED WALL MOUNTED PIPE SUPPORT
(3) \''~ X 3[ MIN. EMB.HILTI KBTZ2 (ESR 4561)TIGHT TO CHANNEL OFUNISTRUT P1546 CONNECTOR\''~ BOLTS W/CHANNEL NUTS

PIPE SUPPORT
MAX. PIPE HANGER SPACING4'' PIPING OR SMALLER = 6'-0'' O.C.6'' PIPING = 6'-0'' O.C.10'' PIPING = 6'-0'' O.C.8'' PIPING = 6'-0'' O.C.

NO SCALE
3A1
3CA
A
FLOOR OR WALL ASSEMBLY - MIN. 2\'' THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 pcf) CONCRETE. WALL MAYALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. FLOOR MAY ALSO BE CONSTRUCTED OF ANY MIN. 6'' THICK ULCLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS. MAX. DIA. OF OPENING IS 5''.THROUGH PENETRANTS-ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN OPENING WITH A NOM |'' ANNULAR SPACEBETWEEN PIPE OR CONDUIT AND PERIPHERY OF OPENING. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THEFLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED:POLYVINYL CHLORIDE PIPE (PVC) - NOM. 4'' DIAM. (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FORUSE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM. 4'' DIAM. (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY) PIPING SYSTEMS.ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPE - NOM. 4'' DIAM. (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE ABSPIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.FIRE RETARDANT POLYPROPYLENE (FRPP) PIPE - NOM 4'' DIAM. (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 12A.C.D.E.
3B
21RIDID NONMETALLIC CONDUIT++- NOM 4'' DIAM. (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).B.

POLYVINYLIDENE FLUORIDE (PVDF) PIPE - NOM 2'' DIAM. (OR SMALLER) SDR 11, OR NOM 4'' (OR SMALLER) SDR 32.5 PVDF PIPEFOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.F.FIRESTOP SYSTEM - THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:3FILL, VOID OR CAVITY MATERIALS - CAULK, SEALANT OR PUTTY - MIN \'' THICKNESS OF CAULK OR PUTTY APPLIED WITHIN ANNULARSPACE, FLUSH WITH BOTTOM OF FLOOR OR BOTH SIDES OF WALL.A.3M COMPANY - CP 25WB + CAULK, FB-3000 WT SEALANT, MP + STIX PUTTY, IC 15WB + CAULK OR FIREDAM 150 + CAULK (NOTE: WRATING APPLIES ONLY WHEN FB-3000 WT IS USED. CP 25WB + AND FIREDAM 150+ NOT SUITABLE FOR USE WITH CPVC PIPES.)FILL, VOID OR CAVITY MATERIALS - SEALANT (OPTIONAL, NOT SHOWN) - FOR FLOOR ASSEMBLIES, AN ADDITIONAL MIN \'' THICKNESSOF SEALANT MAY BE APPLIED WITHIN THE ANNULAR SPACE FLUSH WITH TOP SURFACE OF FLOOR.A1.3M COMPANY - FB-1000 NS OR FB-3000 WT SEALANT (NOTE: W RATING APPLIES WHEN FB-3000 WT OR FB-1000 NS IS USED.)FILL, VOID OR CAVITY MATERIALS - WRAP STRIP - NOM _'' THICK INTUMESCENT MATERAIL SUPPLIED IN 2'' WIDE STRIPS. WRAP STRIPTIGHTLY WRAPPED AROUND NONMETALLIC PIPE WITH CONTINUOUS LAYERS AND BUTTED TIGHTLY AGAINST THE BOTTOM SURFACE OFTHE FLOOR OR BOTH SURFACES OF THE WALL. THE MIN. NUMBER OF LAYERS REQUIRED IS DEPENDENT UPON THE NOM. DIAM. OF THEPIPE. FOR NOM 2'' DIAM. (AND SMALLER) PIPES, TWO LAYERS ARE REQUIRED. FOR NOM 2\'' AND 3'' DIAM. PIPES, THREE LAYERS AREREQUIRED. FOR NOM 3\'' AND 4'' DIAM. PIPES, FOUR LAYERS ARE REQUIRED. WRAP STRIP LAYERS TEMPORARILY HELD IN POSITIONUSING ALUMINUM FOIL TAPE, STEEL WIRE TIE, OR EQUIVALENT.B.STEEL COLLAR - NOM 2'' DEEP COLLARS WITH 1|'' WIDE BY 2'' LONG ANCHOR TABS AND MIN. \'' LONG TABS TO RETAIN WRAP STRIPLAYERS. COILS OF PRECUT 0.016'' THICK (28 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS ANALTERNATE, COLLAR MAY BE FIELD-FABRICATED FROM MIN. 0.016'' THICK (28 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITHINSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT 90 DEG, WRAPPEDTIGHTLY AROUND WRAP STRIP LAYERS WITH MIN. 1'' OVERLAP AT SEAM. ANCHOR TABS TO BE PRESSED TIGHTLY AGAINST FLOOR ORWALL SURFACE(S), AND COLLAR TO BE COMPRESSED AROUND WRAP STRIP LAYERS USING A MIN. \'' WIDE BY 0.028'' THICKSTAINLESS STEEL BAND CLAMP AT THE COLLAR MIDHEIGHT. COLLAR TO BE SECURED TO FLOOR OR WALL SURFACE(S) WITH |''DIAM. BY MIN. 1\'' LONG STEEL EXPANSION BOLTS, OR EQUIVALENT, IN CONJUNCTION WITH STEEL NUTS AND MIN. 1|'' DIAM. STEELFENDER WASHERS. MIN. OF TWO, THREE OR FOUR ANCHOR BOLTS. SYMMETRICALLY LOCATED, FOR NOM 2'' DIAM. (AND SMALLER),NOM 3'' DIAM. (AND SMALLER) AND NOM 4'' DIAM. (AND SMALLER), PIPES, RESPECTIVELY.

C.
3A 3CSECTION ASYSTEM NO. C-AJ-2216

DETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate25% CONSTRUCTION DESIGN09/22/2023 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

TO BACKWASHRECEPTOR
REFER TO STRUCTURALPLANS FOR SUMPREINFORCING.

NO SCALE
1'-6''
6'' C
\'' ~ STAINLESS STEEL HILTIKB TZ 2 W/ 2'' MIN. EMBEDTYP. (ESR-4266) 8'-0''
8''
6''8'-0''B\'' ~ SS HILTI KB TZ 2 W/3|'' MIN. EMBED TYP.(ESR-4561) 8'-6''A(VERIFY)
TOP RUNG STEP-OFFMUST BE EVEN WITH TOPOF CONC. CURB
ABLADDER WIDTHOVERALL LADDER HEIGHTCONTRACTOR TO VERIFY:CF.F. TO TOP OF BACKWASH TANK B
18''5'-0''18''
12''12''12''12''12"
'FIBERGRATE' DYNARAILFRP ACCESS LADDER WITH'BILCO' LU-3 STAINLESSSTEEL LADDER SAFETYPOST. COLOR TO BEYELLOW. 2316''x8''x{''x6'' LONGFRP ANGLE STANDARDWALL BRACKET TYP.2316''x8''x{''x6'' LONGFRP ANGLE STANDARDWALL BRACKET TYP.4''x4''x{''x2['' LONG FRPANGLE STANDARDFLOOR BRACKET TYP. 1|'' SERRATED FRPRUNGS TYP.TOW 8'-0"
4"
[''=1'-0''
SPACER SLEEVEREQUIRED AROUNDBOLTBRACE TO4''MAX.PIPE HANGER TYP.HANGER/BRACE PERPENDICULARHANGER/BRACE LONGITUDINALNOTES:2.

MAX. SLOPE (MAYVARY 30^ TO 60^)

ROD STIFFENERLATERAL BRACING
CLAMPBRACE TOCLAMP HANGER ROD SIZES/TABLE}''~ AT 4'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.34[''~ AT 6'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.44(2) }"~ AT TRAPEZE, MAX. ROD LENGTH = 158" MAX PER OPM PG. F1.30[''~ AT 8'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.44MAX. PIPE HANGER SPACING FOR A SINGLE CLEVIS HANGER ONLY4'' PIPING OR SMALLER = 6'-0'' O.C. @ 44.46lbs6'' PIPING = 6'-0'' O.C. @ 97.92lbs8'' PIPING = 6'-0'' O.C. @ 166lbs5. REFER TO MR.1 FOR PIPE HANGER LOCATIONS.

TRANSVERSEBRACING BRACING +45^
158" MAXPER OPMSEE NOTE #2

3. ALL HARDWARE SHALL BE STAINLESS STEEL OR GALVANIZEDSEE SPECIFICATION FOR ADDITIONAL INFORMATION.

MAX. SLOPE (MAYVARY 30^ TO 60^)BRACING +45^
\''~ AT 3'' PIPING MAX. ROD LENGTH = 158" MAX PER OPM PG. C1.22 SEE NOTE #6SEE OPM DESIGN FOR ROOFATTACHMENT OF RODS ANDBRACING TO I-JOISTSSEE MR.10, MR.11, MR.12FOR DETAILS SEE NOTE #2
REFER TO HCAI (OPM #0043-13) FOR PIPE HANGER HARDWARE &INSTALLATION. INSTALLATION SHALL SATISFY ANCHORAGEREQUIREMENTS OF ACI 318 CHAPTER 17.1.

FOR COPPER TUBING USE COPPER PLATED OR PAINTED B3104CT,FELT LINED B3100F, OR PLASTIC COATED B3100C.4.6.

PROVIDE BRACING FOR EACH PIPE HANGER IN TWO DIRECTIONS AT THEFOLLOWING CONDITIONS.·AT EACH CHANGE IN PIPE RUN DIRECTION·MID LENGTH OF PIPE RUN·SPACING NOT TO EXCEED 12'-0" O.C.1}x1}x12GA SINGLE STRUT (5'-0" LENGTH MAX)1}x1}X12GA DOUBLE STRUT (14'-6" LENGTH MAX)MAX. TRAPEZE SPACING FOR MULTI-PIPE SUPPORTPROVIDE ROD STIFFENER WHEN TRANSVERSE OR LONGITUDINALBRACING IS USED AND ROD LENGTHS EXCEED THE FOLLOWING:2" PIPE AND SMALLER = 18" MAX. PER C1.222\" - 4" PIPE = 31" MAX. PER C1.346" - 8" PIPE = 37" MAX PER C1.448" AND/OR MULTIPLE PIPES = 1}x1}X12GA DOUBLE CHANNEL,AT 4'-0" OC. SEE OPM PG. P1.1210'' PIPING = 6'-0'' O.C. @ 259.86lbs P11286'-0''10''
256

LICENSED ARCHITECT
STATE OF CALIFORNIA REN. 07/31/23GREGORY S. FERRELL C-35802 5 203
198
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

PROJECT 4724
199-4

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
Revision Date
"AS BUILT"
CIVIL ENGINEERDATERCE EXP.REVIEWED BY:

INSPECTOR DATESHEETSSHEETENGINEERING DEPARTMENTCITY OF CARLSBAD IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEERDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202301/26/202490% CONSTRUCTION DOCS01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.MT1

NOTES, FOUNDATIONDETAIL
-
Monroe Pool Replacement
Carlsbad, CA
ent

Pool
75' x 115'
P4P1
P3P2
Egress
0' x 0'
2nd PLANCHECK SUBMITTAL 05/01/2024
1st PLANCHECK SUBMITTAL
05/01/2024
256
203
199
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
Revision Date
"AS BUILT"
CIVIL ENGINEERDATERCE EXP.REVIEWED BY:

INSPECTOR DATESHEETSSHEETENGINEERING DEPARTMENTCITY OF CARLSBAD IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEERDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202301/26/202490% CONSTRUCTION DOCS01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.MS1
50A POLE DETAILS
-
Monroe Pool Replacement
Carlsbad, CA
ent

2nd PLANCHECK SUBMITTAL 05/01/2024
1st PLANCHECK SUBMITTAL
05/01/2024
256
203
200
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
Revision Date
"AS BUILT"
CIVIL ENGINEERDATERCE EXP.REVIEWED BY:

INSPECTOR DATESHEETSSHEETENGINEERING DEPARTMENTCITY OF CARLSBAD IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEERDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202301/26/202490% CONSTRUCTION DOCS01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.MD1

ATTACHMENT DETAILS
-
Monroe Pool Replacement
Carlsbad, CA
ent

2nd PLANCHECK SUBMITTAL 05/01/2024
1st PLANCHECK SUBMITTAL
05/01/2024
256
203
201
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
Revision Date
"AS BUILT"
CIVIL ENGINEERDATERCE EXP.REVIEWED BY:

INSPECTOR DATESHEETSSHEETENGINEERING DEPARTMENTCITY OF CARLSBAD IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEERDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202301/26/202490% CONSTRUCTION DOCS01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.MD2

ATTACHMENT DETAILS
-
Monroe Pool Replacement
Carlsbad, CA
ent

2nd PLANCHECK SUBMITTAL 05/01/2024
1st PLANCHECK SUBMITTAL
05/01/2024
Equipment List For Areas Shown
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

ABOVE GRADE

LEVEL LUMINAIRE TYPE QTY/POLE THIS
GRID
OTHER
GRIDS
2 P1
P4 50' - 50' TLC-LED-550 1 1 0
50' TLC-LED-900 2 2 0
2 P2-P3 50' - 50' TLC-LED-550 2 2 0
50' TLC-LED-900 2 2 0
4 Totals 14 14 0
*Above Grade level relative to the field
Equipment List For Areas Shown
Pole Luminaires

QTY LOCATION SIZE GRADE

ELEVATION

ABOVE GRADE

LEVEL LUMINAIRE TYPE QTY/POLE THIS
GRID
OTHER
GRIDS
2 P1
P4 50' - 50' TLC-LED-550 1 0 1
50' TLC-LED-900 2 1 1
2 P2-P3 50' - 50' TLC-LED-550 2 1 1
50' TLC-LED-900 2 1 1
4 Totals 14 6 8
64 65
62 58
54 49
46 45
46 49
52 56
60 62
66 67
62 55
49 47
46 48
53 59
61 59
60 65
66 63
56 50
46 46
50 57
62 63
56 58
59 64
61 55
49 46
46 50
56 61
60 55
58 60
63 60
54 48
45 46
49 55
57 57
55 61
65 65
60 52
47 45
46 48
52 54
55 55
63 65
62 56
51 48
47 46
47 49
51 53
53 64
62 56
52 49
45 43
44 46
47 47
47 50
P4P1
P3P2
20'
92'
20'
22'
128'
98'
128'
22'
50' TLC-LED-900 2 2 0
50' - 50' TLC-LED-550 2 2 0
50' TLC-LED-900 2 2 0
Totals 14 14 0
el relative to the field

0.0 0.0

0.0 0.5

0.5 0.4

0.2 0.1

0.1 0.1

0.1 0.0

0.0 0.0

1.7 2.3

2.6 2.8

2.0 1.1

0.7 0.5

0.4 0.4

0.3 0.4

0.4 0.4

0.5 0.5

0.4 0.3

0.2 0.1

0.0 0.0

2.1 3.5

5.2 7.0

7.4 7.4

6.4 4.5

3.0 2.2

1.7 1.6

1.6 1.7

2.0 2.4

2.9 2.9

1.9 0.9

0.3 0.1

0.0 3.6

5.3 8.4

13.3 16.4

18.4 19.7

15.7 10.9

7.7 6.0

5.2 5.2

5.8 7.2

9.7 11.9

11.3 6.8

2.7 0.7

0.1 0.0

6.0 6.9

10.3 16.3

22.6 29.7

32.2 29.0

23.9 19.4

15.7 13.7

13.6 15.3

18.0 21.1

24.3 21.2

11.9 4.5

1.0 0.2

0.0 7.7

10.0 12.5

17.2 21.7

29.1 34.4

34.3 33.8

30.9 25.9

22.8 23.0

25.6 28.7

28.6 28.1

24.0 13.7

4.0 0.7

0.1 0.0

8.2 12.3

15.3 17.5

17.8 22.7

29.6 35.7

34.9 32.5

30.6 28.7

28.4 28.8

29.0 29.2

25.6 18.3

8.0 2.1

0.4 0.1

0.0 11.4

17.6 18.4

16.8 16.1

21.5 28.9

33.6 32.1

29.8 29.1

28.4 27.9

28.6 26.3

18.1 9.6

3.4 0.9

0.2 0.1

0.0 8.8

14.8 15.0

11.9 11.0

13.5 20.0

27.3 30.2

29.4 28.8

28.1 28.1

25.5 19.2

10.9 4.3

1.4 0.5

0.2 0.1

0.0 8.1

13.6 12.9

9.0 6.6

8.0 14.7

22.5 26.5

28.6 28.8

28.0 26.8

23.6 15.9

7.6 2.9

0.9 0.4

0.2 0.1

0.0 8.7

14.6 13.6

9.5 8.0

10.0 17.0

23.8 27.1

27.6 28.0

28.0 28.1

25.3 17.9

9.5 3.8

1.3 0.5

0.2 0.1

0.0 10.0

17.6 18.4

14.5 14.4

19.5 25.5

29.3 28.6

27.8 27.5

27.4 28.4

29.0 25.0

16.4 8.0

3.0 0.9

0.3 0.1

0.0 12.0

18.1 20.8

19.2 22.7

27.6 32.8

31.4 29.8

28.9 27.5

27.5 28.1

29.3 30.0

24.7 16.9

7.2 2.0

0.4 0.1

0.0 12.9

15.9 18.1

20.7 28.6

33.7 33.4

31.8 29.1

24.9 22.6

23.9 27.2

29.8 29.9

28.7 24.2

13.4 3.9

0.7 0.2

0.0 9.9

12.3 17.1

22.4 30.6

34.4 30.4

25.1 19.9

16.1 14.7

15.5 17.8

20.9 23.4

25.9 22.1

12.4 4.7

1.0 0.2

0.0 6.4

9.6 15.1

20.7 23.8

25.8 20.9

13.7 9.1

6.6 5.8

6.3 7.6

9.3 11.8

14.0 13.1

7.4 3.0

0.7 0.2

0.0 4.7

7.2 10.4

11.8 12.1

10.8 7.9

5.0 3.1

2.2 2.0

1.9 2.1

2.6 3.1

3.7 3.5

2.3 1.0

0.3 0.1

0.0 4.1

4.7 4.8

4.3 3.2

2.0 1.1

0.7 0.4

0.4 0.4

0.4 0.5

0.6 0.7

0.6 0.4

0.3 0.1

0.0 0.0

1.7 1.8

1.6 1.2

0.4 0.2

0.2 0.1

0.1 0.1

0.1 0.0

0.0 0.0

0.0 0.0
78'
54'
78'
59'
70'
60'
70'
59'
P4P1
P3P2
50' TLC-LED-900 2 1 1
50' - 50' TLC-LED-550 2 1 1
50' TLC-LED-900 2 1 1
Totals 14 6 8
relative to the field

POOL SURFACE PHOTOMETRICS

EXTERIOR DECK EGRESS
256
203
202
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScale
This document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
Revision Date
"AS BUILT"
CIVIL ENGINEERDATERCE EXP.REVIEWED BY:

INSPECTOR DATESHEETSSHEETENGINEERING DEPARTMENTCITY OF CARLSBAD IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEERDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORK OTHER APPROVALCITY APPROVALREVISION DESCRIPTION

EXPIRES

JOHN MAASHOFF
9/30/25

MONROE STREET POOL REPLACEMENT
Developed forCITY OF CARLSBAD
CARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOL Date Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202301/26/202490% CONSTRUCTION DOCS01/29/2024 199-4PROJECT 4724
LICENSE # C61909
PROJECT NO.MD3

ATTACHMENT DETAILS
-

Monroe Pool Replacement
Carlsbad, CA
ent
2nd PLANCHECK SUBMITTAL 05/01/2024
1st PLANCHECK SUBMITTAL
05/01/2024
256
203
203
3RD PLAN CHECK SUBMITTAL 07/21/2024

08/09/2024

SSSD
co 41LF52LF PVC
RD
152LF PVC
12"SD
2"DW4"SD6"SS
4"FW

PROJECTLOCATION

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 420LF690LF15LF185LF6"SD8"SD10"SD255LF18"SD330LF
GB
MONROE STREET POOL REPLACEMENT17
199-4A
1 TITLE SHEET
coBASIN
TC-32BIOFILTRATION AREACITY OF CARLSBAD12 PER SWQMPTC-50INLET FILTERCITY OF CARLSBAD12 PER SWQMP 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
10 SHEET LABEL C1
10 ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617

1.THE INTENT OF THE DEMOLITION PLAN IS TO DESCRIBE IN GENERAL THE DEMOLITIONAREAS AFFECTED BY THE PROJECT CONSTRUCTION. IT IS NOT INTENDED AS ADETAILED DESCRIPTION OF EXISTING ITEMS OR ELEMENTS TO BE REMOVED. THECONTRACTOR SHALL VISIT THE SITE AND REVIEW ANY AVAILABLE RECORDDOCUMENTS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SHOULDINCLUDE THE REMOVAL OF ALL ITEMS NECESSARY FOR THE PROPER EXECUTION ANDCOMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, ANDWHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO THE EXTENTTHAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCETHE INTENDED RESULTS.2.REMOVE EXISTING BUILDINGS, FOUNDATIONS AND SERVICE UTILITIES AS INDICATEDON PLANS. CAP ALL UTILITIES AT APPROPRIATE POINTS. ALL EXISTING ELECTRICAL /TELEPHONE / CATV UTILITIES SHALL BE REMOVED AS INDICATED OR BACK TO THEPOINT WHERE THE SPECIFIC UTILITY SYSTEM ENTERS THE WORK AREA. COORDINATEDEMOLITION OF ALL UTILITIES WITH THE OWNER. ALL UTILITIES CONNECTED TOEXISTING BUILDINGS TO REMAIN SHALL CONTINUE TO BE OPERATIONAL DURING THEDEMOLITION PROCESS. DOMESTIC AND FIRE SERVICE WATER AND NATURAL GASSHALL BE REMOVED TO A POINT OUTSIDE THE PERIMETER OF PROPOSED NEWCONSTRUCTION TO EXISTING VALVES OR SIMILAR SHUT-OFF DEVICES. IF A SHUT-OFFDEVICE IS NOT REASONABLY ADJACENT TO THE PERIMETER OF THE PROPOSED NEWCONSTRUCTION, PROVIDE A SHUT-OFF DEVICE IN BELOW-GRADE YARD BOX. CONFIRMLOCATION OF NEW DEVICES WITH OWNER PRIOR TO INSTALLATION. SANITARY SEWERAND STORM DRAINAGE SHALL BE CAPPED TO A POINT OUTSIDE THE PERIMETER OFTHE PROPOSED NEW CONSTRUCTION. OTHER UTILITIES NOT SPECIFICALLY IDENTIFIEDIN THESE DOCUMENTS AND NOT ANTICIPATED FOR REUSE SHALL BE REMOVED INENTIRETY.3.FOR ALL EXISTING MATERIALS THAT CAN BE SALVAGED, OWNER HAS FIRST RIGHT OFREFUSAL FOR REMOVED ITEMS THAT MAY HAVE RESIDUAL COMMERCIAL OR HISTORICVALUE INCLUDING HARDWARE, GLASS, CORNER STONES, TIME CAPSULES, LIGHT STANDARDS, SIGNS, FENCING, BENCHES, WATER FOUNTAINS, TRASH CONTAINERS,ETC. SHALL REMAIN THE PROPERTY OF OWNER. ALL ITEMS TO BE SALVAGED FORREUSE/REINSTALLATION MUST MEET CURRENT CODE REQUIREMENTS. COORDINATEITEMS TO BE RETAINED WITH OWNER AND REMOVE FROM CONSTRUCTION SITE TO ALOCATION APPROVED BY OWNER. REMOVED MATERIALS, NOT INDICATED ORDIRECTED TO BE SALVAGE FOR THE OWNER'S BENEFIT ARE DEBRIS AND BECOME THECONTRACTOR'S PROPERTY UPON REMOVAL.4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ORSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLERECORDS AND FIELD SURVEYS. THE CONTRACTOR SHALL CONTACT UNDERGROUNDSERVICE ALERT, UTILITY COMPANIES, AND/OR FIELD VERIFY AND LOCATE ALLUTILITIES BEFORE PROCEEDING WITH WORK. THE CONTRACTOR IS ALSO REQUIREDTO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWNAND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NOTIFYTHE ENGINEER IF ADDITIONAL UTILITIES ARE LOCATED OR IF CONFLICTS ARE FOUNDWITH EXISTING CONDITIONS.5.ALL TREES TO BE REMOVED SHALL BE MARKED BY CONTRACTOR AND APPROVED FORREMOVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO REMOVING ORCUTTING TREE(S). EXISTING ROOTS SHALL BE GRINDED TO A DEPTH OFAPPROXIMATELY 3-FEET. USE CAUTION WHILE GRINDING WHEN EXISTING UTILITIESARE IN CLOSE PROXIMITY TO TREES. ALL TREES TO REMAIN WITHIN THE LIMIT OFWORK SHALL BE PROTECTED AND MAINTAINED PER SPECIFICATIONS AND DETAILS.6.SAWCUT EXISTING CONCRETE AND ASPHALT TO AN EXISTING CONTROL JOINT WHEREPOSSIBLE, AT MINIMUM TO A NEAT-STRAIGHT LINE. ALL DEBRIS SHALL BE HAULEDOFFSITE TO A LEGAL DUMPING SITE OR SALVAGED FOR REUSE ON PROJECT ASNOTED.7.WORK WITHIN CITY, COUNTY, OR STATE RIGHT-OF-WAY REQUIRES A SEPARATEENCROACHMENT PERMIT WHICH THE CONTRACTOR IS RESPONSIBLE FOR OBTAININGPRIOR TO STARTING WORK WITHIN RIGHT-OF-WAY.8.CONTRACTOR TO COORDINATE UTILITY DEMOLITION WITH DRAINAGE AND UTILITYWORK SHOWN IN THIS PLAN SET. ALL UTILITY SHUTDOWNS SHALL BE COORDINATEDPER PROJECT SPECIFICATIONS.9.EXISTING DRY UTILITIES SHOWN FOR DEMOLITION ARE SHOWN FOR COORDINATIONONLY. REFER TO OTHER DISCIPLINES FOR LIMITS AND DETAILS OF DEMOLITION.10.THE CONTRACTOR SHALL RECYCLE CONSTRUCTION DEBRIS, ASPHALT, ANDCONCRETE GENERATED FROM REMOVALS REQUIRED TO CONSTRUCT THE PROJECT.THE CONTRACTOR IS OBLIGATED, UNDER THIS CONTRACT, TO RECYCLE THE WASTEMATERIAL THROUGH AN APPROVED RECYCLING PLANT.11.A LIST OF FACILITIES THAT ACCEPT CONSTRUCTION & DEMOLISHING DEBRIS CAN BEFOUND ON THE CALRECYCLE WEBSITE AT:HTTPS://WWW2.CALRECYCLE.CA.GOV/ELECTRONICS/CEW/PARTICIPANTSDIRECTORY12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BUILDING FINISHESDURING DEMOLITION. ANY FINISH THAT IS DAMAGED DURING DEMOLITION SHALL BEREPAIRED OR REPLACED IN-KIND OR BETTER.

1.THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY OWNERS FORLOCATION, REMOVAL, AND/OR RELOCATION OF ANY UTILITY SERVICES AFFECTED BYCONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARYMEASURES TO PROTECT UNDERGROUND OR OVERHEAD STRUCTURES WHETHER ORNOT THEY ARE SHOWN ON THESE DRAWINGS.2.THE CONTRACTOR SHALL NOTIFY THE PROJECT INSPECTOR AND THE RESPECTIVEUTILITY OWNERS AND OTHER AGENCIES AT LEAST TWO WORKING DAYS PRIOR TOSTART OF CONSTRUCTION.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING, VERIFYING LOCATIONS(BOTH HORIZONTAL AND VERTICAL), AND MAINTAINING ALL EXISTING UNDERGROUNDUTILITIES, BOTH SHOWN ON THE PLANS AND/OR NOT SHOWN ON THE PLANS DURINGCONSTRUCTION. REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF THEENGINEER. THE CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIESSUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS BECAUSEOF LOCATIONS OF EXISTING FACILITIES AND SHALL REPORT ALL DISCREPANCIES TOTHE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.4.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/ORSTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THEAVAILABLE RECORDS. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE AREPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION ORTHE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THELIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF RECORD OR NOT OFRECORD SHOWN OR NOT SHOWN AND ANY OTHER LINE(S) OR STRUCTURE(S) NOTSHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, ANDDAMAGE TO THESE LINE(S) OR STRUCTURE(S).5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AT PROPOSEDBUILDING FOUNDATIONS, FOOTINGS, AND WALLS TO PROTECT EXISTING UTILITIES INPLACE.6.UNAUTHORIZED CHANGES AND USES - CAUTION: THE ENGINEER PREPARING THESEPLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TOOR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANDMUST BE APPROVED BY THE PREPARER OF THESE PLANS.7.THE CONTRACTOR SHALL MAINTAIN THE EXISTING ACCESSIBLE ROUTE CLEAR ORPROVIDE AN ALTERNATE ACCESSIBLE ROUTE OF TRAVEL DURING DEMOLITION AND/ORCONSTRUCTION.8.THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE EXITS AND STAIRS CLEAR ANDUSABLE OR PROVIDE ALTERNATE FIRE EXITS DURING DEMOLITION AND/ORCONSTRUCTION.9.WHEN THE ADDITIONAL NOTES ON THIS SHEET CONFLICT WITH CITY STANDARD NOTESON SHEET 1, THE PROJECT SWPPP NOTES OR SWQMP NOTES, THE CITY STANDARDNOTES, SWPPP AND SWQMP SHALL APPLY.

1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILSREPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADINGCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IFONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE EARTHWORKQUANTITIES.2.THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZEDAS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BEPRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION ISFOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS, ANY DEVIATION SODETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.3.THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TOBE DONE AND INCLUDE ALL COSTS THEREFROM WITH HIS BID, AS NO ADDITIONALALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.4.OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADINGACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO APPLIESWHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURECONTENT.5.OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE INCLUDED IN THE BID. THE CONTRACTOR SHALL HOLDTHE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROMTHE ACTIONS ENROUTE OR AWAY FROM THE SITE.6.EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICALANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEYOF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION.EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARDENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNINGAGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASUREDCONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAYVARY AS A RESULT.7.ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.8.PAVEMENT AND SUBGRADE RECOMMENDATIONS RELATED TO OVER-EXCAVATION,PAVEMENT SUBGRADE, ETC., PER GEOTECHNICAL REPORT.

1.CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TOTHE START OF CONSTRUCTION. CONTRACTOR SHALL HAVE ALL EROSION ANDSEDIMENT CONTROL MEASURES IN PLACE AT ALL TIMES DURING CONSTRUCTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTILDISTURBED AREAS ARE STABILIZED.3.THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTIONDUE TO UNANTICIPATED FIELD CONDITIONS.4.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE ANDAFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.5.CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS ORMAINTENANCE OF BMPS, AS WELL AS, ANY CORRECTIVE CHANGES TO THE BMPS OREROSION AND SEDIMENT CONTROL PLAN.6.IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE,DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS WILL BE LEFTEXPOSED OVER THE WINTER SEASON.7.THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE PRIORTO COMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCE MAY BE ADJUSTEDBY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTIONTRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE STABILIZED CONSTRUCTIONENTRANCE.8.ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OFEACH WORKING DAY OR MORE OFTEN AS NECESSARY.9.CONTRACTOR SHALL PLACE SAND BAGS AROUND ALL NEW DRAINAGE STRUCTUREOPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESESAND BAGS SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL CONSTRUCTION ISCOMPLETED.10.CONTRACTOR SHALL IMPLEMENT HOUSEKEEPING PRACTICES AS FOLLOWS:A.SOLID WASTE MANAGEMENT:PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FORREGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANICDEBRIS, PACKAGING MATERIALS, SCRAP OR SURPLUS BUILDING MATERIALS ANDDOMESTIC WASTE DAILY.B.MATERIAL DELIVERY AND STORAGE:PROVIDE A DESIGNATED MATERIAL STORAGE AREA WITH SECONDARYCONTAINMENT SUCH AS BERMING. STORE MATERIAL ON PALLETS AND PROVIDECOVERING FOR SOLUBLE MATERIALS. RELOCATE STORAGE AREA INTO BUILDINGSHELL WHEN POSSIBLE. INSPECT AREA WEEKLY.C.CONCRETE WASTE:PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETETRUCK WASH-OUT. CONCRETE WASHOUT CANNOT BE WITHIN 50' MINIMUM OF DRAININLETS. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL ACONCRETE TRUCK DUMP ITS WASTE AND CLEAN ITS TRUCK INTO THE STORMDRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF, AND WEEKLYFOR REMOVAL OF HARDENED CONCRETE.D.PAINT AND PAINTING SUPPLIES:PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS REGARDINGREDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP.INSPECT SITE WEEKLY FOR EVIDENCE OF IMPROPER DISPOSAL.E.VEHICLE FUELING, MAINTENANCE AND CLEANING:PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH ASBERMING. DO NOT ALLOW MOBILE FUELING OF EQUIPMENT. PROVIDE EQUIPMENTWITH DRIP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EQUIPMENTTO A MINIMUM. INSPECT AREA WEEKLY.F.HAZARDOUS WASTE MANAGEMENT:PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS WASTES TO THEDRAINAGE SYSTEM THROUGH PROPER MATERIAL USE, WASTE DISPOSAL ANDTRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUNDON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS & SOLVENTS, PETROLEUMPRODUCTS, FERTILIZERS, HERBICIDES & PESTICIDES, SOIL STABILIZATION,STABILIZATION PRODUCTS, ASPHALT PRODUCTS AND CONCRETE CURINGPRODUCTS.11.CONTRACTOR SHALL HYDROSEED ALL GRADED SLOPES. NATIVE SEED MIX SHALL BE20% LANA PUBESCENT WHEAT GRASS, 40% BLANDO BROME, AND 40% ANNUAL RYEGRASS AND SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE. SOIL BINDINGAGENT SHALL BE VERDYOL, SENTINEL, OR EQUAL, APPLIED AT A RATE OF 110 POUNDSPER ACRE. MULCH SHALL BE SILVER-FIBER, CONWED, OR EQUAL, APPLIED AT A RATEOF 1,000 POUNDS PER ACRE. FERTILIZER SHALL BE AGRI-FORM 16-7-12, BEST 16-6-8,OR EQUAL, APPLIED AT A RATE OF 500 POUNDS PER ACRE. THE CONTRACTOR SHALLWATER SEEDED AREAS OR RESEED AS NECESSARY TO ENSURE SUFFICIENT PLANTDEVELOPMENT FOR EROSION CONTROL.12.NO GRADING SHALL BE DONE UNTIL SITE- AND SEASON-SPECIFIC SOIL LOSS ANDHOUSEKEEPING STORMWATER BMP HAVE BEEN APPROVED BY THE INSPECTOR. THECONTRACTOR SHOULD EMPLOY THE DESIGN BMP AND ANY OTHERS NEEDED ASSITUATIONS ARISE. CONTRACTOR SHOULD CONDUCT SITE INSPECTIONS BEFORE,DURING AND AFTER EACH EXTENDED STORM EVENT TO IDENTIFY CONDITIONS THATMAY CONTRIBUTE TO EROSION AND SEDIMENT PROBLEMS OR ANY OTHER POLLUTANTDISCHARGES. IF ADDITIONAL CONTROL MEASURES ARE NEEDED, CONTRACTORSHOULD IMPLEMENT THEM IMMEDIATELY.

IN ORDER TO MEET THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PROGRAM FOR CONSTRUCTION, CONSTRUCTIONCONTRACTORS SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENTPRACTICES (BMPS), AS SHOWN IN ACCORDANCE WITH THE SWPPP (STORM WATERPOLLUTION PREVENTION PLAN), ON ALL CONSTRUCTION PROJECTS. BMPS SHALL BEINSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR INACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THEPROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITE OR INTO ANY STORMDRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTES, ANDOTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROMTHE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND,OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSIONAND/OR SEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECTPROGRESSES TO ENSURE EFFECTIVENESS.

1.FOLLOWING OWNER ACCEPTANCE OF CONSTRUCTION WORK, POST CONSTRUCTIONBEST MANAGEMENT PRACTICE (BMP) MEASURES SHALL BE MAINTAINED BY THEPROPERTY OWNER, INCLUDING BUT NOT LIMITED TO:1.1.ANNUAL INSPECTION, REPLACEMENT, AND/OR SEDIMENTATION REMOVAL OFVEGETATED SWALES, TREATMENT PONDS, AND OTHER SURFACE STORMWATERTREATMENT MEASURES AS REQUIRED WITH AN INCREASED FREQUENCY BASEDON SITE CONDITIONS.1.2.MAINTENANCE SERVICE AGREEMENT(S) OF STORMWATER TREATMENT VAULTS,INLETS, MANHOLES, AND OTHER DEVICES BASED ON MANUFACTURESRECOMMENDATIONS AND FREQUENCY.1.3.ANNUAL INSPECTION OF PERMEABLE PAVEMENT AND REMOVAL OF SEDIMENT ASNEEDED.1.4.ANNUAL INSPECTION OF STORMWATER INLETS AND MAINTENANCE AS REQUIREDTO CLEAR GRATES AND INLETS OF DEBRIS.1.5.THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ANDWATER QUALITY MANAGEMENT PLAN (WQMP) MAY CONTAIN ADDITIONAL ORMORE STRINGENT MAINTENANCE REQUIREMENTS.2.BMP DETAILS MAY BE FOUND IN THE PROJECT SWPPP DOCUMENT. BMP DETAILS PERCALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) AND ARE AVAILABLE ATwww.casqa.org.3.FOR PROJECTS GREATER THAN 1 ACRE: THE CONTRACTOR SHALL VERIFY THE STATUSOF THE SWPPP/NOI/WDID PRIOR TO EARTHMOVING ACTIVITIES. A STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) SHALL BE PREPARED AND A NOTICE OFINTENT (NOI) SHALL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD(SWRCB) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA GENERALPERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY(PERMIT NO. CAS000002) FOR ALL OPERATIONS ASSOCIATED WITH THESE PLANS. THECONTRACTOR SHALL KEEP A COPY OF THE SWPPP ON SITE AND AVAILABLE FORREVIEW.

GENERAL EROSION AND SEDIMENT CONTROL NOTESDEMOLITION NOTES

EARTHWORK NOTES

GENERAL NOTES TO CONTRACTOR

POLLUTION PREVENTION NOTES
BMP MAINTENANCE NOTES1.SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1 -GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWERLINES AND APPURTENANCES, AND VOLUME 3 - STANDARD DRAWINGS AND NOTES ANDTHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATESTEDITION (GREEN BOOK).2.BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BEOBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITYENGINEER OR DESIGNEE.3.BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAYPERMIT SHALL BE REQUIRED.

SEWER NOTES

WATER NOTES
MONROE STREET POOL REPLACEMENT17
199-4A
2 CIVIL NOTES

1.DIRECT BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8-MIL POLYETHYLENE ASSPECIFIED IN AWWA SPECIFICATION C-105. EPOXY COATINGS ARE AN ACCEPTABLEALTERNATIVE FOR THE PIPE AND/OR FITTINGS SUCH AS VALVES.2.ALL RUBBER GASKET JOINTS, FUSION-BONDED EPOXY COATED FLANGES AND FLEXIBLECOUPLINGS ON DUCTILE IRON PIPELINES SHALL BE BONDED WITH INSULATED COPPERCABLE.3.INSULATED FLANGES AND/OR COUPLINGS SHALL BE INSTALLED TO ELECTRICALLYISOLATE THE BURIED PORTION OF PIPELINE FROM OTHER METALLIC PIPELINES,REINFORCED CONCRETE STRUCTURES AND ABOVE GRADE BUILDINGS ORSTRUCTURES.4.NON-METALLIC PIPING DOES NOT REQUIRE THE IMPLEMENTATION OF ANY SPECIALTYPE OF CORROSION PREVENTION MEASURES. HOWEVER, ALL METALLIC VALVES,FITTINGS AND APPURTENANCES ON NON-METALLIC PIPING WILL REQUIRE PROTECTIONAS SPECIFIED BELOW.5.ALL DIRECT BURIED DUCTILE IRON FITTINGS INSTALLED ON NON-METALLIC PIPINGSHALL BE PROVIDED WITH BITUMINOUS COATING FROM THE FACTORY AND ENCASED IN8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105. ALL BOLTS,RESTRAINING RODS, ETC SHALL BE COATED WITH BITUMASTIC PRIOR TO ENCASEMENTIN THE POLYETHYLENE BAG.6.ALL METALLIC VALVES SHALL BE COATED FROM THE FACTORY AND ALL BOLTS SHALLBE COATED WITH BITUMASTIC IN THE FIELD AND THE ENTIRE VALVE SHALL BE ENCASEDIN AN 8-MIL POLYETHYLENE AS SPECIFIED IN AWWA SPECIFICATION C-105.7.ALL COPPER WATER LATERALS SHALL BE PROVIDED WITH A POLYETHYLENE SLEEVE.8.ALL COPPER WATER LATERALS SHALL BE ELECTRICALLY ISOLATED FROM METALLICWATER MAINS VIA THE USE OF INSULATING TYPE CORPORATION STOPS INSTALLED ATTHE WATER MAIN.

SOIL CORROSIVITY REQUIREMENTS:

ABAGGREGATE BASEACASPHALT CONCRETE PAVEMENTAEACCESS EASEMENTASPHASPHALT PAVINGBCBEGIN CURVATUREBCRBEGIN CURB RETURNBFPBACK FLOW PREVENTERBIBOX INLETBMBENCHMARKBOPBOTTOM OF PIPEBORBOTTOM OF RAMPBSBOTTOM OF STAIRSBVCBEGIN VERTICAL CURVATUREBWBOTTOM OF WALLC&GCURB AND GUTTERC/L,CLCENTER LINECBCATCH BASINCONSTCONSTRUCTCRCURB RETURNCTCOURTCULCULVERTDIDROP INLETDIPDUCTILE IRON PIPEDWDOMESTIC WATERD/WDRIVEWAYDE DRAINAGE EASEMENTDRDRIVE(E)EXISTINGE EASTECEND CURVATUREECREND CURB RETURNEGEXISTING GRADEELEVELEVATIONEOCEDGE OF CONCRETEEPEDGE OF PAVEMENTEQEQUALESMTEASEMENTEVCEND OF VERTICAL CURVATUREFFFINISHED FLOORFFEFINISHED FLOOR ELEVATIONFGFINISHED GRADEFHFIRE HYDRANTFLFLOWLINEFSFINISHED SURFACEFWFIRE PROTECTION SERVICE WATERGBGRADE BREAKGFLGUTTER FLOWLINEGSLLIMITS OF GRAVITY SEWERGRGRATEGVGAS VALVEHBHOSE BIBHPHIGH POINTICVIRRIGATION CONTROL VALVEINTXPOINT OF INTERSECTIONINVINVERTJPJOINT POLELELANDSCAPE EASEMENTLFLINEAR FEETLIPLIP OF GUTTERLPLOW POINTLTLEFTMAXMAXIMUMMHMANHOLE

MINMINIMUMMOCMIDDLE OF CURVATUREN NORTHNGNATURAL GRADENTSNOT TO SCALEOCON CENTER(P)PROPOSED, NEWPAPLANTING AREAPBCPULL BOX CABLEPBEPULL BOX ELECTRICPBTPULL BOX TELEPHONEPBWPULL BOX WATERPCCPOINT OF COMPOUND CURVATUREPEPEDESTRIAN EASEMENTPIPOINT OF INTERSECTIONPIVCPOINT OF INTERSECTION VERTICALCURVATUREPLPROPERTY LINEPOCPOINT OF CONNECTIONPPPOWER POLEPRCPOINT OF REVERSE CURVATUREPVCPOLYVINYL CHLORIDEPVMTPAVEMENTR RADIUSRCPREINFORCED CONCRETE PIPERIMTOP RIM OF STRUCTUREROWHIGHWAY EASEMENTRTRIGHTRWRECLAIMED WATERR/WRIGHT OF WAYS SOUTH OR SLOPESBESETBACK EASEMENTSCOSANITARY SEWER CLEANOUTSDSTORM DRAINSDMHSTORM DRAIN MANHOLESFSQUARE FEETSHTSHEETSTASTATIONSMHSANITARY SEWER MANHOLESSSANITARY SEWERSWPPPSTORM WATER POLLUTIONPREVENTION PLANS/WSIDEWALKT TANGENTTBTOP OF BERMTBCTOP BACK OF CURBTBWTOP BACK OF WALKTCTOP OF CURBTFTOP OF FOOTINGTGTOP OF GRATETOETOE OF SLOPETOPTOP OF PIPETORTOP OF RAMPTOSTOP OF SLOPETPTOP OF PLANTERTSTOP OF STAIRSTWTOP OF WALLTYPTYPICALTPTELEPHONE POLEVCVERTICAL CURVATUREWWESTWMWATER MAINWVWATER VALVE

ABBREVIATIONS

1.WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED INACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATESTEDITION) VOLUMES 2 & 3.2.BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BESIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEERAND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.3.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BEMADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THEWORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THENEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.4.NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TOCOMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTENPERMISSION FROM THE DISTRICT ENGINEER.5.ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BYMEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILSTEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED INANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVEFORM OF PROTECTION.6.THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OFTHE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDINGSHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.7.ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1"(UNLESS OTHERWISE NOTED ON PLANS).8.ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE ASMANUFACTURED BY ARMORCAST OR EQUAL.9.MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALSSHALL BE 10 FEET.10.THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACEGRADE.11.CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TOTHE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.12.AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF AHIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTORON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PERCOUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FORC900.13.BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OFWAY PERMIT SHALL BE REQUIRED.14.NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED.CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVCADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE ATTHE STATION.15.PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACEWITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRETO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUSTBELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUNTRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVEBOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICESOCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVEDEQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FORATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPESHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIREINSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIREINSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACERWIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULARWEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FORDIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALLCONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGEDINSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICHHAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.16.CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TOSCHEDULED WATER SHUTDOWN. 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET LABEL C2
11 COM COM
COM
EASEMENT FOR THE SERVICE ANDMAINTENANCE OF SWIMMING POOLEQUIPMENT AND SOLAR PANELSRECORDED ON DECEMBER 3, 1984 ASINSTRUMENT # 84-449709 O.R. FORTHE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDEDON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION

GAYLEWAYMONROE STREET
N
1" = 20'EXISTING CONDITIONS
MONROE STREET POOL REPLACEMENT17
199-4A
3 EXISTING CONDITIONS20100 40

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 256
256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET LABEL C3
12 REMOVE (E) AC PAVEMENT, SEE DEMOLITION NOTE 10 SHEET 2.

REMOVE (E) CONCRETE PAVEMENT/SIDEWALK,SEE DEMOLITION NOTE 10 SHEET 2.

REMOVE (E) BUILDING STRUCTURE,SEE DEMOLITION NOTE 2 SHEET 2.

REMOVE (E) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANSFOR IMPROVEMENTS.

REMOVE AND SALVAGE (E) GRAVEL. CONTRACTOR TO STOCKPILE (E)GRAVEL ON SITE AND SAVE FOR REUSE.

REMOVE (E) UTILITY. SEE DEMOLITION NOTES 2, 4, 8, AND 9SHEET 2.

REMOVE (E) TREE. SEE DEMOLITION NOTE 5 SHEET 2.

SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTES 6AND 10 SHEET 2. (E) TREE TO REMAIN AND BE PROTECTED. SEE DEMOLITION NOTE5 SHEET 2.

APPROXIMATE LIMIT OF WORK.
-SEE DEMOLITION NOTES, SHEET 2.DEMOLITION NOTES

DEMOLITION LEGENDLABELDESCRIPTION
A
B
C
D
E

COM COM
COM
W(mo)
W

SSSSSSSSSSSSSSSSSSSS
EASEMENT FOR THE SERVICE ANDMAINTENANCE OF SWIMMING POOLEQUIPMENT AND SOLAR PANELSRECORDED ON DECEMBER 3, 1984 ASINSTRUMENT # 84-449709 O.R. FORTHE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDEDON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION

GAYLEWAYMONROE STREET
℄
℄
PL
R/W
PL
(E) PL
PL
R/W
(E) EQUIPMENT BUILDING
(E) BUILDING
02 17
17 17
B
B
B
C
A
A
A
A
A
A
A
AA
A D
D
DD
D
B
A
D
E
E
A
B
E B
B
D
03 B A
08 D
07 07
08 10
01 01
01 01
01 01
010109
09 09
130905
14 13 07
09 0913
04 04
04 04
06 06
06 07
07 07
07 07
07 50
50 52
52 53 53 53
53 53
53 53
5304
51 51
59 58
53 53
54 54
54 55
56 56
56 57
57 58
58 58
58 58
60 60
60 60 60
60 60
60 6062
62 62
62 62
62 6261
63 66
65 12
15 A
A
16 64
D
E
A
A
A
B
B
6262
09 18
18 67 67
5967
6767
51 02
56B
62 01
01 01
01 01
01 0101
01 01
11 02
1102 0322 22 22
22 22
22 16
19 B580713END
07 60
0302
0302
20 2109
05B
PROTECT (E) STORM DRAIN FACILITIES.

PROTECT (E) SANITARY SEWER FACILITIES.

PROTECT (E) ELECTRICAL FACILITIES.

PROTECT (E) GAS FACILITIES.

PROTECT (E) AC PAVEMENT.

PROTECT (E) WATER SERVICE FACILITIES.

PROTECT (E) BUILDING, FOUNDATION AND OTHER STRUCTURAL FEATURES ANDBUILDING UTILITIES.

PROTECT (E) CURB.

PROTECT (E) CONCRETE PAVEMENT/SIDEWALK.

PROTECT (E) IRRIGATION FACILITIES.

PROTECT (E) RETAINING WALL.

PROTECT (E) WALL.

PROTECT (E) FENCE.

PROTECTION KEYNOTES
PROTECT (E) CURB AND GUTTER.

DESCRIPTIONKEYNOTE
PROTECT (E) GUTTER.

PROTECT (E) COMMUNICATIONS FACILITIES.

PROTECT (E) CONCRETE STADIUM SEATING.

PROTECT (E) SIGN AND FOOTING.
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67

DESCRIPTIONDEMOLITION KEYNOTES
REMOVE (E) CURB.

REMOVE (E) STORM DRAIN PIPE AND APPURTENANCES. SEE UTILITY PLAN FORIMPROVEMENTS.

REMOVE (E) RIBBON GUTTER.REMOVE (E) RETAINING WALL AND FOOTING.

REMOVE (E) SANITARY SEWER PIPE AND APPURTENANCES. SEE UTILITY PLAN FORIMPROVEMENTS.REMOVE (E) WATER PIPE AND APPURTENANCES. SEE UTILITY PLAN FORIMPROVEMENTS.REMOVE (E) STRIPING.

REMOVE (E) FENCE/GATE AND FOOTINGS.REMOVE (E) LIGHT STANDARD, FOOTING, AND ASSOCIATED CONDUIT TO SOURCE.SEE ELECTRICAL PLANS FOR IMPROVEMENTS.REMOVE (E) SHADE CANOPY, POSTS, AND FOOTINGS.

REMOVE (E) ELECTRICAL CONDUITS. SEE ELECTRICAL PLANS FOR IMPROVEMENTS.

KEYNOTE
REMOVE (E) CURB AND GUTTER.

REMOVE (E) WALL AND FOOTINGS.

REMOVE (E) STAIRS.

REMOVE (E) GAS. SEE PLUMBING PLANS FOR IMPROVEMENTS.

REMOVE (E) POOL AND ASSOCIATED UTILITIES.

REMOVE (E) PV PANELS, SUPPORTING STRUCTURES, AND CONDUITS.

REMOVE (E) SIGN AND FOOTING.
01 02
0304050607080910
11 12
13 14
15 16
17 18
REMOVE (E) STEEL PIPE.19REMOVE (E) ELECTRICAL EQUIPMENT PER ELECTRICAL DEMOLITION PLAN. SEEELECTRICAL PLANS FOR IMPROVEMENTS.20REMOVE (E) IRRIGATION CONTROL VALVE. SEE IRRIGATION PLANS FORIMPROVEMENTS.2122REMOVE (E) EVENT LIGHT POLE AND FOOTING.

DEMOLITION PLAN1" = 20'
MONROE STREET POOL REPLACEMENT17
199-4A
4 DEMOLITION PLAN
N
20100 40

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C4
13 JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE.

CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01.CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWINGG-02.CONSTRUCT VALLEY GUTTER PER DETAIL 01 SHEET 9.

CONSTRUCT ACCESSIBLE CURB RAMP (DOUBLE SIDED) PER DETAIL 05 SHEET 9.

CONSTRUCT ACCESSIBLE VALLEY GUTTER PER DETAIL 02 SHEET 9.

CONSTRUCT ACCESSIBLE CURB RAMP (SINGLE) PER DETAIL 07 SHEET 9.

PLANTING AREASEE LANDSCAPE PLAN DETAILS FOR GRADES ADJACENT TO HARDSCAPE CONSTRUCT BIOFILTRATION BMP WITH 6" PERFORATED UNDERDRAIN SIMILAR TO CITY OFCARLSBAD BMP DESIGN MANUAL DETAIL BF-1. PER DETAIL 16 SHEET 10, INSTALL 18"BIORETENTION SOIL MEDIA (BSM), 4" WASHED PEA GRAVEL, AND 12" CLASS 2 PERMEABLEAGGREGATE LAYERS. INSTALL 3" WELL-AGED, SHREDDED HARDWOOD MULCH.

LEGENDDESCRIPTIONSYMBOL

GRADING CONSTRUCTION NOTESDESCRIPTIONKEYNOTE
PA

APPROXIMATE LIMIT OF WORK

GRADE BREAK
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN

FLOWLINE

TOP OF SLOPE

TOE OF SLOPE
GB
TOS
TOE
NOT USED.

JOIN EXISTING SIDEWALK AND MATCH GRADE.

CONSTRUCT RETAINING WALL PER LANDSCAPE AND STRUCTURAL PLANS.

CONSTRUCT STAIRS PER LANDSCAPE PLAN.

CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE PLANS AND DETAILS.

CONSTRUCT FLUSH CURB PER DETAIL 10 SHEET 9.

CONSTRUCT FENCE ON FLUSH CURB PER LANDSCAPE PLAN L5.04 DETAIL 04.

CONSTRUCT ROLLED CURB PER DETAIL 23 SHEET 11.
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
16" STEP IN FOOTING. SEE STRUCTURAL DETAIL 06 SHEET S6.01.17

MUSCO LIGHT POLE (PER SEPARATE PERMIT)

NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

COMPACTCOMPACTCOMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT

COM COM
COM
COM

COM COM
W

GAYLEWAYMONROE STREET
CO
SD
SD
CO
CO
SD
SD

COM COM
COM
COM

COM COM
W

SSSSSSSSSSSSSSSSSSSS
SS
CO
CO
202203204205
207
208208
208 208
208
205
208208
208208
207
(4.3%)

1.0%

4.4%

1.6%

2.0%

4.3%
2:1 MAX
℄
℄
PROPOSEDBIORETENTIONBASIN SIMILAR TOCITY OF CARLSBADBMP MANUAL BF-1 30'±9.9'±20.1'
(1.7%)
(3.4%)
2:1 MAX
13%
195.00 TOP OF MULCH194.75 TOP OF BSM193.25 TOP OF FILTER ROCK192.92 TOP OF AGGREGATE191.92 BOTTOM OF EXCAVATION 09SHT 6
(206.53TC)(206.51FL)(206.22TC)(205.75FS)
(205.33FL)
(205.52TC)(205.27FL)205.09TC204.75FL
(202.53TW)
(204.08TW)
(203.30TW)205.40TC204.90FL
204.62TC204.12FL
204.21TC203.71FL
(201.6FS)MATCH(E)
201.45FS
(201.66TW)(201.81TW)
(202.12TW)
201.50F/GB
201.74FL
201.99FL
202.26FL
203.60FL/GB
202.59FL/GB
204.11FL204.50FL/HP
PL
PL
PL
PL
R/W
R/W
(208.70TW)208.24FSTOP(201.9FGBOT)
(208.76)TW208.24FSTOP(203.6FSBOT)
(205.79LIP)MATCH(E)
(205.42LIP)MATCH(E)
(197.18TC)(197.6FG)(198.5FG)
(198.1FG)
(197.7FG)
(197.7FG)
(202.65FS)
(201.72FS)
(202.16TC)(201.84FS)
(197.10TC)
(197.22±)TC/FS
(197.42TC)
197.00TG
201.52FS
205.79TC205.29FS205.87TC205.37FS
06SHT 6
PA
PA206.61FS (206.63±TC)(206.20±FL)1.4% (2.5%)
206.30FF
207.93FF
(208.32)FF
(207.93)FF
208.76TW203.68BS(203.60)FS(203.62)FS203.68BS208.24TS9 STEPS@ 6"208.26FS 208.76TW208.34FSTOP(203.4FSBOT)
END
08 02
02 01
07 07
1211
206.05TC205.55FS16START
206.08TC205.58FS1.8%16
14 (197.34±)TC/FS
197.00TC/FS
197.00TC/FS
15 (200.00)TC/FS
201.50FS201.53FS
201.47FSGB
206.24TC205.74FS206.07TC
206.05TC

0.6%

1.4%
206.22FS2.6%

1.5%
POOL COPINGELEV. = 208.07
204.00RIM
195.25RIM
195.25RIM
ASHT 5
BSHT 5
CSHT 5

EQUIPMENT

RESTROOM

LOCKER ROOM

ADMINISTRATION
(205.21TC)(204.89FL)
0201190
195
200
205
210
215
(E) FENCE
(E) RETAINING WALL(E) FS

PL LANDSCAPE AREAWALKWAYRETAINING WALLGUARDRAIL

WALL FOOTING

FS - POOL DECK

FLOWLINE
190
195
200
205
210 PL
(E) FS(E) FENCE
(E) CURB
35'BIORETENTION BASIN
CURB
(E) FS
190
195
200
205
210
215 PL
(E) RETAINING WALL
(E) FENCE
(E) FS

LANDSCAPE AREACURB AND GUTTERFS

FLOWLINE
MONROE STREET POOL REPLACEMENT17
199-4A
5 GRADING PLAN
N
1" = 20'
20100 40GRADING PLAN

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 BACKFLOW VALVE REQUIRED ON SEWER LATERAL. SEE BUILDING PERMIT CBC2024-0031.SPECIAL SEWER NOTE 105 200
1" = 10'ASECTION A
105 200
1" = 10'BSECTION B
105 200
1" = 10'CSECTION C
256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET LABEL C5
14 JOIN EXISTING CURB AND/OR GUTTER AND MATCH GRADE.

CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01.CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWINGG-02.CONSTRUCT VALLEY GUTTER PER DETAIL 01 SHEET 9.

CONSTRUCT ACCESSIBLE CURB RAMP (DOUBLE SIDED) PER DETAIL 05 SHEET 9.

CONSTRUCT ACCESSIBLE VALLEY GUTTER PER DETAIL 02 SHEET 9.

CONSTRUCT ACCESSIBLE CURB RAMP (SINGLE) PER DETAIL 07 SHEET 9.

LEGENDDESCRIPTIONSYMBOL

GRADING CONSTRUCTION NOTESDESCRIPTIONKEYNOTE
PA

APPROXIMATE LIMIT OF WORK

GRADE BREAK
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN

FLOWLINE

TOP OF SLOPE

TOE OF SLOPE
GB
TOS
TOE
NOT USED.

JOIN EXISTING SIDEWALK AND MATCH GRADE.

CONSTRUCT RETAINING WALL PER LANDSCAPE AND STRUCTURAL PLANS.

CONSTRUCT STAIRS PER LANDSCAPE PLAN.

CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURE PLANS AND DETAILS.

CONSTRUCT FLUSH CURB PER DETAIL 10 SHEET 9.

CONSTRUCT FENCE ON FLUSH CURB PER LANDSCAPE PLAN L5.04 DETAIL 04.

CONSTRUCT ROLLED CURB PER DETAIL 23 SHEET 11.
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 16
16" STEP IN FOOTING. SEE STRUCTURAL DETAIL 06 SHEET S6.01.17

MUSCO LIGHT POLE (PER SEPARATE PERMIT)

NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

EVCHARGINGONLY
COM
COM

COM COM COM COM
W
W
SD
SD
SD
SD
COM
COM

COM COM COM COM
W
W
SS
CO
CO
202 203 204 205
207
208208
208 208
208
208 208
208208
207
204203202 206
208.07FS208.07FS
208.07FS208.07FS
207.98FS/SLOT DRAIN207.98FS/SLOT DRAIN
207.98FS/SLOT DRAIN 207.98FS/SLOT DRAIN

1.5%

1.5% 208.30FS208.30FS208.28FS208.32FS(208.81TW)208.24FS(208.78TW)

1.6%
208.24FS(208.71TW) 208.24FS
208.24FS208.08FS
214.07 TW208.07 FS208.24FS(208.77TW)
208.24FS(208.76TW)1.0%
208.24FS208.60TW200.60TF
208.24FS

1.0%

1.6%

1.3%

1.1%

1.3%

1.3%
208.24FS208.60TW200.60TF 208.05FS208.60TW204.60TF
207.86FS208.60TW204.60TF
208.24FS208.60TW204.60TF
208.04FS
207.79FS
207.79FS
208.11FSRIDGE
RIDGE
207.98FS/SLOT DRAIN

1.1%

1.8%

1.0%

1.0%GB1.8%
GB

1.5%1.2%

0.7%

1.5%
208.19TC207.69FS
207.61TC207.11FS
207.66TC207.16FS208.30FS 1.6%GB
206.94FL207.02EG207.52TC207.02EG207.58TC207.08EG
207.00FL207.08EG
GB
208.22TC207.72FS
208.63TC208.13FS
208.68TC208.18FS
207.93TC/FS208.01TC/FS
0" CF208.13TC207.63FS5.0%1.5%GBGB

0.9%GBGB208.18TC/FS208.23TC/FS208.80TC208.30FS
208.26FS
208.68TC208.18FS208.66TC208.16EG
207.94FS
207.88FL207.38EG
207.86FL207.94EG207.79FL207.87EG
208.28FS208.19FS/LP 208.28FS208.16FS/LP208.16FS/LPRRRR
R 208.30FS208.17FS/LP
208.30FS208.30FS 208.17FS/LP208.30FSR

1.6%
208.24FS(208.70TW)200.60TF

1.1%
207.91FS 207.91FS 207.74FS
207.74FS 207.52TC207.02FS
207.16FS/TC
207.29FS/TC207.77TC207.27FS
208.07TC207.57FS
208.19FS
207.63TC/FS
206.53FL206.61EG206.62FL206.70EG206.69FL206.77EG
207.16TC206.66FS206.70FS
206.77FS
206.84FS
207.63FS
207.67FS
207.73FS
207.89FS
207.25TC206.75FS207.01TC206.51FS
207.87FS
207.80FS
(207.25)TC(206.84)FSMATCH(E)
208.03TC207.53FS
207.37FS207.83TC/FS 207.64TC\FS
207.57TC207.07FS
206.42FL206.50EG
207.11TC206.61FS
207.02TC206.52FS
207.81FS/LP
RIDGE
201.7FG
202.2FG 205.2FG
206.12FS208.60TW204.60TF
208.01FS208.06FS
GB
GB
GB
GB
GB
GBGBGB 206.3FG
214.07 TW208.07 FS208.08FS 209.60TC(209.1±FS)
(109.71TC)(209.00FS)MATCH(E)
209.37TC(208.8±)FS
208.93TC208.40FS
208.24FS

0.9%
GB
208.2FG208.33FS208.33FS
0" CF
208.1FG

2.5%208.21FS
207.88TC207.38FS

8.0% 7.0%1.4%
207.75TC207.25FS

1.7%
(4.7%)
(5.3%)
207.91FS207.77FS1.5%1.0%
0707
207.11FS
207.13FS(E) CURB
(206.92TC)(206.49FL)GB
GB
GB
GB
GB
206.87FS
(206.72±TC)(206.28±FL)206.67FS1.0%1.9%
GB
206.28FS 206.28FS206.28FS
206.28FS206.28FS
206.30FF
207.93FF
(208.32)FF
(207.93)FF
208.30FS
208.30FS
208.24FS
207.91FS
207.95FS
207.79FS
208.30FS
208.30FS

3.2%

1.0%204.50TG
205.07TC204.57FS
205.50TC205.00FSGB
07 3.3%

2.7%

1.5%202.07FS202.02FS

2.0%

4.5% 204.92FS
204.87FS
205.13FS
205.57FS205.06FS
207.91FS
206.28FS
206.24FS
GB
GB
GB
GB
207.76FS
206.19FS
207.76FS7.6% 0.6%1.0%
207.91FS1.8%

1.0%1.2%
210.16TW208.16FS
210.16TW208.16FS
210.16TW208.16FS
210.16TW208.16FS
210.13TW208.13FS
210.14TW208.14FS
210.12TW208.12FS
210.13TW208.13FS

1.8%

1.2%

1.5%

0.8%GB
GB
208.12FS
207.95FS
207.95FS208.00FS
(207.8±)FS
(208.0±)FS
(208.2±)FS
209.05TC208.55FS
208.74TC208.24FS
208.16FL208.24EG
209.08TC(208.6±)FS
208.83TC208.33FSGB
GB 208.93TC208.43FS
209.60TC(209.1±FS)

2.4%

0.9%
10 10209.60TC(209.1±FS)07

0.8%1.5%207.87FS
207.91FS
207.30FS
R R
208.24FS208.20FS208.24FS208.20FS208.24FS208.20FS208.24FS208.20FS208.24FS 208.15FS
208.18FS208.10FS/LP
208.15FS208.22FS208.18FS208.10FS/LP208.10FS/LP208.10FS/LP 208.15FS208.22FS208.15FS208.22FS208.15FSR R R
208.18FS
01 14
14 0" CF14
01 01
01 GB
208.30FS208.81TW208.28FS208.28FS 208.30FS
(206.15)FSMATCH(E)(206.20)FSMATCH(E)(206.6±)FSMATCH(E)
(206.4±)FSMATCH(E)
(206.60)FSMATCH(E)(206.60)FSMATCH(E)
(207.8±)FS BELOW(207.6±)FSMATCH(E)(208.3±)FSMATCH(E)(208.1±)FSBELOW (E) CURB
208.48FL208.55EG
(206.39FL)
208.30FS
(208.1±)FSMATCH(E)
(208.27)FSMATCH(E)

1.3%1.3%
01 PA
PA
PA
PA
PA
PA
PA
PA
05 01
06 06
208.2FG
207.91FS
03 04
02 11 11
11 11
13 PA
PA
PA
PA
206.09FS206.04TC/205.54FSGB
205.14FS201.99FS
06MODIFIED

1.1%
208.20FS
208.23FSGB3.8%
GB4.6%
208.16FS
208.16FS
208.32FS
207.44FS
207.39FS
207.48FS
207.91FS

1.8%
207.67FS

0.5%

1.5%
RIDGE

1.4%

0.6%206.25FS

0.7%

1.5%
202.9FG 204.3FG 205.6FG208.24FS208.60TW200.60TF(L)201.93TF(R)17 208.24FS208.60TW201.93TF(L)203.26TF(R)17 208.24FS208.60TW203.26(L)204.60TF(R)17 POOL COPINGELEV. = 208.07
208.10RIM
207.89RIM
207.92RIM
207.91RIM
207.55RIM
206.60±RIMEQUIPMENT

ADMINISTRATION

RESTROOM

LOCKER ROOM

COMPACTCOMPACT
205
206
GB
GB
GBGBGB

3.2%

1.0%204.50TG
205.07TC204.57FS
205.07TC204.57FS
205.50TC205.00FS
204.67FS
205.02TC204.52FS
204.95TC204.45FS
GB3.3%

2.7%

1.5%204.87FS 205.57FS205.06FS01
13 PA
PA205.14FS

2.6%
MONROE STREET POOL REPLACEMENT17
199-4A
6 GRADING ENLARGEMENTS
1" = 10'GRADING ENLARGEMENTS
N
1050 20
09 1" = 10'GRADING ENLARGEMENTS06
N
1050 20

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C6
15 COM COM
W(mo)
SD
W

SSSSSSSSSSSSSSSSSSSS

NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

COMPACTCOMPACTCOMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT
EASEMENT FOR THE SERVICE ANDMAINTENANCE OF SWIMMING POOLEQUIPMENT AND SOLAR PANELSRECORDED ON DECEMBER 3, 1984 ASINSTRUMENT # 84-449709 O.R. FORTHE CITY OF CARLSBAD EASEMENT FOR ACCESS AND INCIDENTAL PURPOSES, RECORDEDON OCTOBER 5, 2010 AS INSTRUMENT # 2010-0531617 O.R.FOR THE CITY OF CARLSBAD, A MUNICIPAL CORPORATION

GAYLEWAYMONROE STREET
SS
CO
CO
CO
SD
SD
CO
10"SD
8"SD
℄
℄
PL
PL
PL
PL
R/W
PROPOSEDBIORETENTION BASINSIMILAR TO CITY OFCARLSBAD BMPMANUAL BF-1197.00 TOP OF SLOPE195.00 TOP OF MULCH194.75 TOP OF BSM193.25 TOP OF FILTER ROCK192.92 TOP OF AGGREGATE191.92 BOTTOM OF EXCAVATION 18"SD
JOIN (E) SD190.40 12" IN(±190.4INV 12" OUT)10
199.80TG196.80INV12"
203.68TG200.68INV6"IN200.68INV8"OUT13
204.70TG201.70INV10"18
105 LF S=0.010
40 LF S=0.008
195.25INV18"16
12"SD
195.25INV10"16
39 LF S=0.006197.00TG195.50INV8"12
106 LF S=0.023205.00TG202.50INV6"12 6"SD30 LF,S=0.017
13 11
11 11
11 196.00TG192.17INV6"THRU192.00INV12"OUT14
195.50RIM192.17INV 6"
195.50RIM192.17INV 6"
CO
20 20 RD(E) 3" RD POC(206.07) INV
RD3" RD POC205.86 INV
4"SD
6"SD
4"SD
8"SD
11 11
199.26INV12"THRU199.59INV8"IN
21208.16TG205.70INV
208.17TG205.64INV21
21208.16TG205.64INV
208.17TG205.83INV21
22207.98TG207.31INV6"THRU206.81INV6"OUT
203.01INV6"IN202.84INV8"IN202.84INV12"OUT22207.98TG207.31INV THRU206.81INV6"OUT22207.98TG207.31INV THRU206.81INV 6"OUT WYE205.15INV4"IN204.98INV6"THRU
198.27BOF195.77INV12"23
102LF S=0.01040LF S=0.00512"SD 11 4"SD
22 22
22 24
24 205.46INV
94LF S=0.010
05--
11 6"SD79LF S=0.010 11 17
17 25
25 WYE199.11INV6"IN198.61INV12"THRU
24 3" RD POC207.36 INV
RD
21208.10TG205.71INV 21208.10TG206.10INV21208.10TG205.97INV21208.10TG205.84INV 6"SD
22207.98TG207.31INV THRU
22207.98TG207.31INV THRU206.81INV6"OUT
WYE195.57INV12"IN195.57INV12"IN195.57INV18" OUT
203.47INV6"IN203.30INV8"THRU
22207.98TG207.31INV6"THRU206.81INV6"OUT
WYE204.66INV6"IN204.66INV6"THRU
SD
SD
BASIN
BASIN
205.34INV
205.42INV
6"SD58LF S=0.010
11204.08INV
208.0TG205.92INV4"27
208.0TG205.87INV4"27
208.0TG205.82INV4"27
4"SD11
12"11LFS=0.258
10"SD200.26INV10"15
12"28LF,S=0.044
195.27INV8"195.27INV10"
28 EQUIPMENT

ADMINISTRATION

RESTROOM

LOCKER ROOM

LOCKERROOM
19 19

STORM DRAIN CONSTRUCTION NOTES
SUPPLY AND INSTALL STORM DRAIN CLEAN OUT PER MODIFIED SAN DIEGO REGIONALSTANDARD DRAWINGS SC-01. MODIFY STANDARD TO PROVIDE COVER MARKED "STORM".

CONNECT TO EXISTING STORM DRAIN. CONTRACTOR TO VERIFY ELEVATION, SIZE ANDLOCATION OF EXISTING PIPE AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.

SUPPLY AND INSTALL 12"X12" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATEDGRATE. SEE DETAIL 13 SHEET 10.

SUPPLY AND INSTALL HDPE FLARED END SECTION. SIZE PER PLAN. SEE DETAIL 19 SHEET10.

SUPPLY AND INSTALL 18"X18" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATEDGRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.

SUPPLY AND INSTALL CLEANOUT PER DETAIL 22 SHEET 10.

KEYNOTEDESCRIPTION
10 11
13 15
16 17
18 NOTES:1.UTILITIES TO CROSS OVER OR UNDER OTHER UTILITIES TO MAINTAIN 12" MINIMUM CLEARANCE ATUTILITY CROSSINGS, UNLESS NOTED OTHERWISE. SANITARY SEWER TO CROSS UNDER POTABLEWATER.2.CONTRACTOR SHALL VERIFY SIZE AND LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING CROSSINGAND JOINING UTILITIES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANYCONFLICT.3.CONTRACTOR SHALL CONSTRUCT GRAVITY UTILITIES (SEWER AND STORM DRAIN) BEFORE OTHERUTILITIES. CONSTRUCTION OF THESE GRAVITY UTILITIES TO START FROM THE DOWNSTREAM ENDS.4.EXISTING UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELDVERIFICATION. POTHOLING IS RECOMMENDED TO VERIFY ANY AND ALL UTILITIES KNOWN OR UNKNOWNWHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION.5.PRIOR TO THE REMOVAL OF ANY WET OR DRY UTILITY LINES, THE CONTRACTOR SHALL CONFIRM WITHOWNER REPRESENTATIVE WHETHER THESE UTILITY LINES ARE STILL ACTIVE OR NOT. IMMEDIATELYNOTIFY THE ENGINEER OF ANY CONFLICT.6.CONTRACTOR TO ADJUST TO FINISHED GRADE ALL EXISTING UTILITY BOXES, STORM DRAIN CLEANOUTCOVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK.7.SAWCUT, REMOVE AND REPLACE EXISTING CURB AS REQUIRED FOR TRENCHING. MATCH EXISTINGCURB.8.ALL PRECAST DRAIN INLETS TO HAVE AN APPROVED "NO DUMPING DRAINS TO LAGOON" 3" X 5 14 "ROUNDED CORNERED RECTANGLES STYLE #NDO OR 4" DIAMETER ROUND STYLE #SDO ABRASION ANDUV RESISTANT DURACAST STYLE PARKER BY DAS MANUFACTURING OR EQUIVALENT APPLIED TO THECONCRETE COLLAR AROUND DRAIN INLET USING RAPID SET URETHANE ADHESIVE OR QUICKSTIK EPOXYPUTTY ADHESIVE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.(http://www.dasmanufacturing.com/product_guide.html) SUPPLY AND INSTALL PVC SDR 35 STORM DRAIN PIPE (SIZE PER PLAN). TRENCHING ANDBACKFILL PER GEOTECHNICAL RECOMMENDATIONS AND MODIFIED SAN DIEGO REGIONALSTANDARD DRAWING D-60 WITH 6" MIN. CLEARANCE 12 ADDITIONAL UTILITIES NOTE:

SUPPLY AND INSTALL 6" PVC PERFORATED UNDERDRAIN. INSTALL 3" MINIMUM ABOVEBOTTOM OF GRAVEL LAYER.19INSTALL 6" BASIN UNDERDRAIN CLEANOUT PER DETAIL 14 SHEET 10. RIM TO BE 6" ABOVETOP OF MULCH LAYER.20 SUPPLY AND INSTALL 12"X12" NDS DRAIN INLET PER DETAIL 18 SHEET 10.21 SUPPLY AND INSTALL SLOT DRAIN PER DETAIL 20 SHEET 10.22INSTALL PIPE CROSSING BELOW PROPOSED RETAINING WALL FOOTING PER STRUCTURALDETAIL 1 SHEET S6.01.23SUPPLY AND INSTALL 4" PERFORATED PIPE SUBDRAIN AT FOOTING OF WALL S=0.010 MIN.PER DETAIL 11 SHEET 9. CONNECT TO NEAREST UNDERGROUND STORM DRAIN ASREQUIRED.24 SUPPLY AND INSTALL 36"X36" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATEDGRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.14 SUPPLY AND INSTALL RIP RAP ENERGY DISSIPATER PER SAN DIEGO REGIONAL STANDARDDRAWING D-40. ROCK CLASS: NO. 2 BACKING, RIP RAP THICKNESS "T": 1.1 FT MIN, WIDTH=7.25', L=10' MIN.25 OUTDOOR SHOWER TRENCH DRAIN. SEE PLUMBING SHEET P0.40 AND P2.01.26 SUPPLY AND INSTALL ATRIUM DRAIN PER DETAIL 25 SHEET 11.27 SUPPLY AND INSTALL 24"X24" PRECAST CONCRETE DRAIN INLET WITH TRAFFIC RATEDGRATE WHERE APPLICABLE. SEE DETAIL 13 SHEET 10.

ROOF DRAIN POINT OF CONNECTION. SUPPLY AND INSTALL ROOF DRAIN LATERALSTUBBED 5 FT. FROM FACE OF BUILDING WITH A SLOPE 0.020 MIN. PLUG AND MARKEND. COORDINATE EXACT LOCATION WITH PLUMBING PLANS.RD SUPPLY AND INSTALL ADS FLEXSTORM CONNECTOR PIPE SCREEN MODEL 62CPSHD-S ATOUTLET PIPE PER DETAIL 26 SHEET 11, OR APPROVED EQUAL.28 SS
SD
21207.81TG204.41INV
22207.98TG207.31INV IN206.81INV6"OUT
22207.98TG207.31INV IN206.81INV6"OUT
22207.79TG207.12INV6"IN206.62INV6"OUT
22208.11TG207.44INV6"
3" RD POC206.43 INV
3" RD POC206.43 INV
WYE204.26INV4"IN204.09INV8"THRU
WYE204.17INV4"IN204.00INV8"THRU
24 4"SD RD
RD4"SD
4"SD
17 8"SD27LF S=0.010
WYE203.87INV6"IN203.87INV8"THRU
(207.93)FF
207.93 FF
206.30FF
(208.32) FFE
6"SD
1194LF S=0.010
22 22
WYE204.74INV6"IN204.74INV6"THRU
11 11
11 11
WYE203.92INV6"IN203.75INV8"THRU
WYE203.98INV6"IN203.81INV8"THRU204.17INV4"IN203.84INV8"OUT17 4"SD
26 24
SD8"SD20LF S=0.022(E) 3" RD POC(206.07) INVRDWYE204.72INV4"IN204.55INV6"204.55INV8"

EQUIPMENT

RESTROOM

LOCKER ROOM
STORM DRAIN PLAN1" = 20'
MONROE STREET POOL REPLACEMENT17
199-4A
7 STORM DRAIN PLANN
20100 40
05STORM DRAIN PLAN ENLARGEMENT1" = 10'
N
20100 40
07 ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C7
16 NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

COMPACTCOMPACTCOMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT
1 A
2 B
C
3 4
5 6
7 D
F
E

GAYLEWAYMONROE STREET
GRIDLINEINTERSECTION C-4N 2,005,295.4931E 6,231,470.3192 GRIDLINEINTERSECTION C-1N 2,005,210.8246E 6,231,515.5491 GRIDLINEINTERSECTION F-7N 2,005,359.3059E 6,231,430.1484 GRIDLINEINTERSECTION F-5N 2,005,304.6197E 6,231,459.3617 ℄
℄
PL
PL
PL
PL
R/W
R/W
30 30
30 30
32 32
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
33 33
30 32 32
3'
6' 23' 6'

23.83' R11'
100.03'
6'
6'
3'
7'

1.5'
18'TYP
R3'TYP
R10'
9'TYP
9'TYP20'TYP

21.56'
N31° 53' 20"ETYP
N27° 51' 09"WTYP
3'
72TYP
TYP
75 77TYP
31 32PA
PA
78 78
78 TYPE1&2
24'
34'
32 SEE DETAIL 02 SHEET SP6FOR PAVING INFORMATION
32 32
32 3232
32 73
7332
3'
1'TYP3.58'
3'
4'
73PA
R3'TYP

15.36'
R3'
R10.5'
R15.5'S59° 01' 28"ETYP
8'TYP
70TYP
96'
31 70TYP
TYP70
82 70TYP9'TYP

21.77'
S88° 06' 40"ETYP

12.79'
R3'
R10.36'
1'TYP
01-
70TYP
72 TYPE1,2,&3
80 81
3'TYP70
8'9'TYP
TYPE 1

24.09'
311'TYP5'
5'2'2' 73
30 EQUIPMENT

ADMINISTRATION

RESTROOM

LOCKER ROOM

LOCKER ROOM
6'
79 FAFA
FA
FA FA

FA FAFA
PARKING STALL AC PAVEMENT4" AC OVER 8" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.

VEHICULAR CONCRETE PAVEMENTSEE DETAIL 03 ON SHEET 9.

DRIVE AISLE AC PAVEMENT4" AC OVER 12" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.

PLANTING AREASEE LANDSCAPE PLANS.
30 31

1.SEE LANDSCAPE PLANS FOR PAVERS, LOCATION AND TYPE OF CONCRETE WALKSAND HARDSCAPE INCLUDING DETAILS FOR CONCRETE FINISHES, CONTROL JOINTSAND EXPANSION JOINTS.2.VERIFY ALL VEHICULAR AND NON-VEHICULAR LIMITS WITH LANDSCAPE PLANS.

PAVING NOTES:

PAVING LEGENDSYMBOLDESCRIPTION
PA
PEDESTRIAN CONCRETE PAVEMENTSEE DETAIL 03 ON SHEET 9.
33 32

NOPARKINGNO PARKING

24.09'
76VAN 76
74 74 74
77 77 77 77 77
9'TYP
8' 5'22.62'19.73'
N31° 53' 20"ETYP
18'
3'
71 71
76 8181
7083
FAFAFA
72 PAINT 4" WIDE WHITE PARKING STALL STRIPING.70PAINT LOADING AND UNLOADING ZONE ACCESS AISLE WITH 4" WIDE BLUE (COLOR NO.15090 PER FEDERAL STD. NO. 595C) BORDER STRIPE AND 4" WIDE WHITE DIAGONALSTRIPES AT 3' O.C.71 73TRUNCATED DOME PAVER PER LANDSCAPE PLANS AND DETAIL 09 SHEET 9. 74 75
PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY EMBLEM CENTERED AT END OFPARKING STALL PER DETAIL 04 SHEET 9. 76 77
CONSTRUCTION NOTES:DESCRIPTIONKEYNOTE
PAINT PAVING MARKING AS INDICATED ON PLAN. 12" HIGH WHITE LETTERS CENTEREDON PARKING STALL AND WITH THE LOWEST EDGE OF THE LAST WORD ALIGNED WITHTHE END OF THE STALL STRIPING.

INSTALL WHEEL STOP PER DETAIL 08 SHEET 9.

PASSENGER ACCESSIBLE LOADING SIGN CENTERED ON STALL PER DETAIL 06 SHEET 9.PLACE SIGN PER PLAN. 78INSTALL EVCS SIGN PER DETAIL 17 SHEET 10. SIGN LOCATION AND TYPE PER PLAN. 79INSTALL UNAUTHORIZED VEHICLE SIGN PER DETAIL 21 SHEET 10. PLACE SIGN PERPLAN.80PAINT ACCESS AISLE MARKED WITH 4" WIDE WHITE BORDER AND 4" WIDE WHITEDIAGONAL LINES AT 45° ANGLE AT 3' SPACING OC.

1.ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED.CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THEENGINEER.2.REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE ACCOMPLISHEDBY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD PRIOR TOINSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS,AND RAISED PAVEMENT MARKERS SHALL BE REMOVED.3.PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALLBE REPAIRED TO THE SATISFACTION OF THE OWNER.

STRIPING NOTES
81WITHIN ACCESS AISLE PAINT THE WORDS 'NO PARKING' IN 12" HIGH WHITE LETTERS.STOP THE DIAGONAL STRIPE SHORT OF WHERE LETTERING OCCURS TO PREVENTOVERLAP.82INSTALL MODIFIED R100B(CA) SIGN PER DETAIL 15 SHEET 10. PLACE SIGN PER PLAN.

PAINT 4" WIDE BLUE ACCESSIBLE PARKING STALL STRIPING.83 PAINT ACCESSIBLE CROSS WALK WITH 4" WIDE BLUE (COLOR NO. 15090 PER FEDERALSTD. NO. 595C) BORDER STRIPE AND 4" WIDE WHITE DIAGONAL STRIPES AT 3' O.C.

FIRE ACCESS. PAINT CURB RED PER DETAIL 9 SHEET 9.FA STRIPING LEGEND HORIZONTAL CONTROL AND PAVING PLAN1" = 20'
MONROE STREET POOL REPLACEMENT17
199-4A
8 HORIZONTAL CONTROL AND PAVING PLAN
N
20100 40
N1050 2001ACCESSIBLE PARKING ENLARGEMENT1" = 10'

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C8
17 MONROE STREET POOL REPLACEMENT17
199-4A

NTSCONCRETE PAVEMENT
EQ.EQ.VARIES
NOTES:·REFER TO LANDSCAPE DRAWINGS FOR COLOR, FINISH, PATTERN, TEXTURE, CONTROLJOINTS, EXPANSION JOINTS, AND THICKENED EDGE.·CONCRETE DOWELING PER LANDSCAPE DRAWINGS AND PROJECT GEOTECHNICALREPORT RECOMMENDATIONS.·DO NOT ALLOW CONCRETE OVER-POUR INTO ADJACENT PLANTERS.·MINIMUM CONCRETE STRENGTH PER SPECIFICATION SECTION 321313.

LPA
CONCRETE PAVINGPEDESTRIAN: 5" THICKVEHICULAR: 6" THICK01 03PEDESTRIAN: #3 @ 18" OC EACH WAYVEHICULAR: #4 @ 18" OC EACH WAY02 02 03
01 04SUBGRADE COMPACTED PER PROJECTGEOTECHNICAL REPORT
04 COMPACTED BASE COURSE PERGEOTECHNICAL REPORT (WHEREOCCURS).

NTSINTERNATIONAL SYMBOL OF ACCESSIBILITY
NOTES:A. STENCIL ONE SYMBOL ONTO PARKING SURFACE IN EACH ACCESSIBLE STALL.B. LOCATE PER ACCESSIBLE PARKING STALL DETAIL.C. ALL LINES WHITE ON BLUE BACKGROUND. 3'-6"3'
2'-6"3'3'-6"
0102 03
LPA
BLUE BACKGROUND CONFORMING TOFEDERAL STANDARD 595C COLOR FS15090012" WIDE WHITE REFLECTORIZED PAINTSTRIPING. PER CBC FIGURE 11B-703.7.2.102WHITE REFLECTORIZED PAINT STRIPING03

DETAILS
9 NTSPRE-CAST CONCRETE WHEEL STOP
7" MIN
EQ.2 1/2" MINEQ.
3" MIN5 1/2"
2'-0" TO FRONT END OF STALL, U.N.O.
04 02
01 03
LPA
FINISHED SURFACE01 #4 x 18" REBAR AT EACH END03(2) #3 REBAR CONTINUOUS TYP02 PRE-CAST CONC. WHEEL STOP 4'-0" LONG ATSINGLE STALL, 6'-0" LONG AT STALLS SHARED04

NTSVALLEY GUTTER
18"1"
18" 0101 02
0403
05 R1/2"R1/2"R1/4" R1/4"
6"
LPA
FINISHED SURFACE01FLOW LINE PER PLAN02 (3) #3 REBAR CONTINUOUS TYP04SUBGRADE COMPACTION PERGEOTECHNICAL REPORT05#3 REBAR @ 18" OC03 01 NTSACCESSIBLE VALLEY GUTTER

2.5'1"

2.5' 0101 02
0403
05 R1/2"R1/2"R1/4" R1/4"
6"
LPA
FINISHED SURFACE01FLOW LINE PER PLAN02 (3) #3 REBAR CONTINUOUS TYP04SUBGRADE COMPACTION PERGEOTECHNICAL REPORT05#3 REBAR @ 18" OC03 02 NTSACCESSIBLE CURB RAMP - DOUBLE

SECTION B-B
SLOPE1:12 MAXSLOPE1:12 MAX
SLOPE2% MAX
5' MIN

PER PLAN
LANDING SLOPE2% MAX
VARIES

FLUSHFLUSH
6"
2"MIN 6"8" 6"
4' MIN LANDING
36" MIN.
36" MINTRUNCATED DOMES
03 01 B
B02 0606
04 05
3" CLR
3"CLR
LPA
6" VERTICAL CURB01FLUSH CURB02 2 - #3 REBAR CONTINUOUS TYP04#3 REBAR05SEE DETECTABLE WARNING DETAIL 12THIS SHEET03 CONCRETE CURB. TOP OF CURB TOMATCH RAMP SLOPE06 TC=FSTC=FS 01

PER CONCRETEPAVING DETAIL
05 03
08 06
04 NTSDETECTABLE WARNING

PER PLAN

2.3" - 2.4"

0.45" - 0.47"0.90" - 0.92"
NOTE:·THE DETECTABLE WARNING SHALL EXTEND THEFULL WIDTH OF THE CURB RAMP.·DETECTABLE WARNINGS SHALL BE A MINIMUM 36"IN THE DIRECTION OF TRAVEL·DETECTABLE WARNING SURFACES SHALL BEYELLOW AND APPROXIMATE 33538 OF SAEAMS-STD-595A.

PLAN VIEW

DETAIL B

TRUNCATEDDOME
01 B--
LPA
PRECAST TRUNCATED DOMETILES BY WASAU TILE01

0.2"

PER PLAN
12 07NTSFLUSH CURB
VARIES12" MIN.

FLUSHFLUSH
6"
2"MIN
0101
033" CLEARANCEMIN TYP
02 04
LPA
FINISHED SURFACE / FINISHED GRADE01 (2) #4 REBAR CONTINUOUSTYP03#3 REBAR @ 36" OC02 PAVEMENT SECTION PER PLAN04 10 RETAINING WALL BACKDRAINNTS11

NTSACCESSIBLE CURB RAMP - SINGLE
PER PLAN48" MIN

PER PLAN
1:12MAX
+0.0 +0.0+0.0+0.50.0+0.5+
TC=FS
NOTE:CROSS SLOPE OF RAMP ANDLANDING NOT TO EXCEED 2% TYP

2.0%MAX
48" MINLANDING

5.0%MAX 03
01 03
02 TC=FS
03 LPA
SEE DETECTABLE WARNING DETAIL 12THIS SHEET01 CONCRETE CURB03FLUSH CURB. CROSS SLOPE OF FLUSHCURB NOT TO EXCEED 2% MAX02 36" MIN
12"
24"6"
1 1/2" RADIUS (TYP)
1/2" WIDE WHITE BORDER (TYP)
MOUNT SIGNS WITH (2) 5/16" DIACARRIAGE BOLTS WITHPEENED THREADS. 2" MIN. WHITE LETTERS (TYP)
PROVIDE THIS SIGN @ VANACCESSIBLE STALL ONLY2" DIAMETER 12 GAUGEGALVANIZED STEEL POST WITHCAP. EMBED 33" INTO 12" DIA x 36"DEEP CONCRETE FOOTING. 8"

ACCESSIBLE PARKING SIGNNTS
PARKINGONLYMINIMUMFINE $250VANACCESSIBLE
6'-8" TO HARDSCAPE SURFACE5' MIN TO PLANTED SURFACE
CA MUTCD R99C (CA)
CA MUTCD R7-8b
NOTES:1.SIGN SHALL BE REFLECTORIZED. PROVIDEPORCELAIN ON STEEL.2.ALL LETTERS AND SYMBOLS SHALL BE WHITE ANDBACKGROUND SHALL BE BLUE EQUAL TO COLOR#15090 FEDERAL STD. 595C. INCLUDE "VANACCESSIBLE" SIGN AT VAN ACCESSIBLE PARKINGSTALL.3.VISUAL CHARACTERS SHALL COMPLY WITH CBC11B-703.54.THE INTERNATIONAL SYMBOL OF ACCESSIBILITYSHALL COMPLY WITH FIGURE 11B-703.7.2.1LPA

CURB & GUTTER

VERTICAL CURB

FLUSH CURB

CURBS SHALL BE PAINTEDOSHA SAFETY REDLEGEND

NO PARKING - FIRE LANE

NO PARKING - FIRE LANE
LPA
WORDS TO BE STENCILED ON CURB ASSHOWN ABOVE3" HIGH WHITE PAINTED STENCILED(3/4" STROKE) LETTERSSTENCILING AT EVERY 25 FEET ONCENTER OR PORTION THEREOF 256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C9
18 MONROE STREET POOL REPLACEMENT17
199-4A
10 DETAILS
13 1416
SLOPE
01 08070605
NTSLPA

NDS DRAIN INLET
NDS #1230B 12" SQUARE BRASSGRATE WITH VANDAL PROOF SCREWS.1/4" MAX OPENING.INSTALL FLUSH WITH PAVING.0203 04 NDS LOW PROFILE ADAPTER12" SQUARE PART NO. 1230NDS UNIVERSAL ADAPTERPART NO. 1243 - 3" OR 4" OUTLETPART NO. 1245 - 3" OR 4" OFFSET OUTLETPART NO. 1266 - 6" OUTLETPART NO. 1888 - 8" OUTLETOUTLET PIPE PER STORM DRAIN PLAN EXPANSION JOINT AT CONCRETE PAVINGSEE DETAIL 04 SHEET L5.01

FINISHED SURFACE CONCRETE PAVINGPER PLAN

FINISHED SURFACE ASPHALT PAVING PERPLAN
CONCRETE COLLARCLASS 'C' LOAD RATING/H20
6"MIN12.25"016"MIN
6"MIN
6"MIN3.44"0203
04 05
070806
18NTSLPA

POOL DECK SLOT DRAIN
SLOPE
12"
12"
11 3/4"
16"
1/4"MAX1 1/2"MIN
8"MIN
3"CLEAR7"
6"SLOPE50 BAR DIALAP SPLICE TYP
NDS #1230B 12" SQUARE BRASSGRATE WITH VANDAL PROOF SCREWS.GRATE SLOT WIDTH = 38"INSTALL FLUSH WITH POOL DECKPAVING.6" SCH 40 PVC PIPE 01 02NDS #1225 12"x12" SUMP BOX (FOR FORM)036" PVC SDR 35 STORM DRAIN OUTLET04 #4 @ 12" O.C.E.W.05
02 01
01 0205
03 #8 x 1-1/2" SS SHEET METAL SCREWSEACH SIDE OF SLOT DRAIN PIPE SPACEDAT 12" ON CENTER.06DECK SLOT DRAIN. SAWCUT WITHDOUBLE BLADE 1/4" TOTAL WIDTH. EASEEXPOSED EDGES 1/4" MAX RADIUS.07 04 05
3"CLEAR (TYP)
06 02
07 PLAN

PROFILE

SECTION

STORM DRAIN PIPINGPER PLAN STORM DRAIN PIPINGPER PLAN
OPTIONAL04 05
05 7"MIN7"MIN

OPTIONALCOLD JOINT
1"-1 12"
20 NTSLPA

EV PARKING SIGNS
12"
18"
1 1/2" RADIUS (TYP)MOUNT SIGNS WITH (2) 5/16" DIACARRIAGE BOLTS WITHPEENED THREADS. 2" DIA 12 GAUGE GALVANIZEDSTEEL POST WITH CAP EMBED 33"INTO 12" DIA x 36" DEEP CONCRETEFOOTING. 6'-8" TO HARDSCAPESURFACE AND 5' MIN TOPLANTED SURFACE
NOTES:1.SIGN SHALL BE REFLECTORIZED. PROVIDEPORCELAIN ON STEEL.2.VISUAL CHARACTERS SHALL COMPLY WITH CBC11B-703.53.THE INTERNATIONAL SYMBOL OF ACCESSIBILITYSHALL COMPLY WITH FIGURE 11B-703.7.2.1 1/2" WIDE WHITE BORDER (TYP)
ALL LETTERS, BORDER AND SYMBOLSSHALL BE WHITE AND BACKGROUNDSHALL BE BLUE EQUAL TOCOLOR #15090 FEDERAL STD. 595C. 8"
VANACCESSIBLECA MUTCD R7-8b
6" 12"
TYPE 1
TYPE 2
TYPE 3
R113 (CA)PEXCEPT FOREV CHARGINGLETTERS, BORDER AND SYMBOLSHALL BE RED RETROFLECTIVE ANDBACKGROUND SHALL BE WHITERETROREFLECTIVE.

LETTER "P" SHALL BE BLACK.
17 NTSHDPE FLARED END SECTION19
MOUNT SIGNS WITH (2) 5/16" DIACARRIAGE BOLTS WITHPEENED THREADS. 1" MIN. BLACK LETTERS (TYP)
2" DIAMETER 12 GAUGEGALVANIZED STEEL POST WITHCAP. EMBED 33" INTO 12" DIA x 36"DEEP CONCRETE FOOTING.

UNAUTHORIZED VEHICLE SIGNNTS
MUTCD R100B(CA)
NOTES:1.SIGN SHALL BE REFLECTORIZED. PROVIDEPORCELAIN ON STEEL.2.ALL TEXT SHALL BE BLACK AND BACKGROUNDSHALL BE WHITE.

LPA
UNAUTHORIZED VEHICLES PARKEDIN DESIGNATED ACCESSIBLESPACES NOT DISPLAYINGDISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUEDFOR PERSONS WITH DISABILITIESWILL BE TOWED AWAYAT THE OWNER’S EXPENSE.TOWED VEHICLESMAY BE RECLAIMED AT:(ADDRESS PER OWNER)OR BY TELEPHONING:(XXX) XXX-XXXX 24"
24"
1 1/2" RADIUS (TYP)
21 NTSBASIN UNDERDRAIN CLEANOUT
LPA
03 TEXT "STORM"
45° FLOW
01 SOLID WALL PIPE SIZE PER PLAN05CLEANOUT LID WITH "STORM"0203 SOLVENT WELD X F.I.P.T. COUPLING WITHM.I.P.T. PLUG WITH MALE SQUARE NUT.WYE FITTING AT LINE CLEANOUT,45° ELBOW AT TERMINAL CLEANOUTBROOKS 1-RT CLEANOUT OR APPROVEDEQUAL 04 04
05 NOTES:·CLEANOUT RIM TO BE INSTALLED 6" ABOVE TOP OF BASIN MULCH LAYER 0102 6"

NTSCLEANOUT
LPA
04 TEXT"SEWER" OR "STORM"
45° 45°FLOW FLOW
ZURN ZN-1400-HD-SM OR APPROVED EQUAL01 PIPE SIZE PER PLAN05CLEANOUT LID WITH "SEWER" OR "STORM"0203SOLVENT WELD X F.I.P.T. COUPLING WITHM.I.P.T. PLUG WITH MALE SQUARE NUT.WYE FITTING AT LINE CLEANOUT,45° ELBOW AT TERMINAL CLEANOUT06 BROOKS 1-RT CLEANOUT OR APPROVEDEQUAL04
0505
06 TYPE 1
1"
06 NOTES:·CLEANOUT TYPE 1 TO BE INSTALLED IN ALL CONCRETE PAVEMENT AND PEDESTRIANHARDSCAPE AREAS. LID SHALL BE INSTALLED FLUSH WITH FINISHED SURFACE. PROVIDEPCC COLLAR BELOW HARDSCAPE PER MANUFACTURER'S REQUIREMENTS.·CLEANOUT TYPE 2 TO BE INSTALLED IN ASPHALT PAVEMENT AND PLANTED AREAS.CLEANOUT RIM TO BE INSTALLED FLUSH WITH FINISHED SURFACE OF AC PAVING OR 1"ABOVE FINISHED GRADE IN PLANTER AREAS AS APPLIES.

TYPE 2
TEXT"SEWER" OR "STORM"
FLUSH
01 02 02
03 FLUSH
22 NTSPRECAST CONCRETE CATCH BASIN
LPA
PRECAST CONCRETE CATCH BASIN WITHHS20 LOAD RATING01 PIPE TRENCH BEDDING AND BACKFILLPER PLAN DETAILS06GALVANIZED STEEL FRAME AND GRATE;A.D.A COMPLIANT, BOLT-DOWN TYPE; TGELEVATION PER PLAN02MINIMUM 6" THICK OF 12" CRUSHED ROCKMEETING SECTION 200-1.2 OF THESTANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION03 STORM DRAIN OUTLET PIPE; TYPE ANDSIZE PER PLAN04
MINIMUM 90% COMPACTED SOIL07FINISH SURFACE ASPHALT OR CONCRETEPAVING PER PLAN08FINISHED GRADE (TURF) PER PLAN09 OUTLET PIPE INVERT ELEVATION; PERPLAN05
04 06
09FLUSHFLUSHSLOPE SLOPE
FLOW05
03 07
02 VARIES - PER PLAN
18", 24", OR 36"SQUAREPER PLAN
6"TYP
08 01
MOUNT SIGNS WITH (2) 5/16" DIACARRIAGE BOLTS WITHPEENED THREADS. 1" MIN. BLACK LETTERS (TYP)
2" DIAMETER 12 GAUGEGALVANIZED STEEL POST WITHCAP. EMBED 33" INTO 12" DIA x 36"DEEP CONCRETE FOOTING.

MODIFIED R100B(CA)NTS
MODIFIED MUTCD R100B(CA)
NOTES:1.SIGN SHALL BE REFLECTORIZED. PROVIDEPORCELAIN ON STEEL.2.ALL TEXT SHALL BE BLACK AND BACKGROUNDSHALL BE WHITE.

LPA
UNAUTHORIZED VEHICLES NOTCONNECTED FOR ELECTRICCHARGING PURPOSES OR PARKEDIN DESIGNATED ACCESSIBLESPACES NOT DISPLAYINGDISTINGUISHING PLACARDSOR SPECIAL LICENSE PLATESISSUED FOR PERSONS WITHDISABILITIES WILL BE TOWEDAWAY AT THE OWNER’S EXPENSE.TOWED VEHICLES MAY BE RECLAIMEDAT CARLSBAD POLICE DEPARTMENTOR BY TELEPHONING:(760) 931-2197 24"
24"
1 1/2" RADIUS (TYP)
15 ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 08 1110
05 09STORM DRAIN CLEANOUTRIM ELEVATION 6" ABOVE TOP OF MULCH.PLANT MATERIAL PER LANDSCAPE PLANS.

FLUSH CURB, WHERE OCCURS PER GRADING PLANS.

BASIN DRAIN INLETTOP OF GRATE = 15" ABOVE FINISHED GRADE OF BASIN. SEE GRADINGAND DRAINAGE PLANS.FINISHED GRADE OF BASIN. SEE GRADING PLAN.

UNCOMPACTED SOILS.
10 11

VARIES PER PLAN
PONDINGDEPTH0705
02 04
09 03
12 0808
6" MINFREEBOARD3:1MAX 3:1MAX
06 BIOFILTRATION BASINNTS
01 04
0203
AGGREGATE STORAGE LAYER: 12" THICK CLASS 2 PERMEABLE ROCKPER CALTRANS SPECIFICATION 68-1.205.6" PERFORATED SUBDRAIN WITHIN ROCK LAYER, PERFORATIONSFACING DOWN.BIOTREATMENT SOIL LAYER: NUTRIENT SENSITIVE SOIL MIX PERCOUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK:APPENDIX G - BIORETENTION SOIL SPECIFICATION. DEPTH OF SOILLAYER = 18" DEEP. 12"
18"
0706FLOAT RESISTANT WELL-AGED, SHREDDED HARDWOOD MULCHLAYER, 3" MINIMUM THICKNESS.

STORM DRAIN OUTLET PIPE PER PLANS.12
FILTER COURSE LAYER: 4" THICK LAYER OF WASHED PEA GRAVEL. 4"
01 PER DETAIL 14 SHEET 10.

PER DETAIL 13 SHEET 10.
3"
256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C10
19 MONROE STREET POOL REPLACEMENT17
199-4A
11 DETAILS
23NTSROLLED CURB
6"
5' (TRANSITION ROLLED CURB TO 6" C.F.)
6"
6"
12"
24"
01 0301
0204
FLUSH
0708
06 05
R1" R1/4"
LPA
FINISHED SURFACE01(3) #4 REBAR CONTINUOUS TYP02SLOPE 1/4" PER FOOT03 PAVING SECTION PER PLAN05VERTICAL CURB SECTION06BACK OF CURB07#4 REBAR @ 18" OC04 ROLLED CURB SECTION08 CURBLINER3" 01 05
NTSLPA
18" GUTTER DRAIN INLET
0203
04 NDS UNIVERSAL ADAPTER. SIZE PER PLAN.PART NO. 1266 - 6" OUTLETPART NO. 1888 - 8" OUTLET OUTLET PIPE PER STORM DRAIN PLANCONCRETE COLLARCLASS 'C' LOAD RATING/H20 016"MIN
02 6"1.5"
NDS CAST IRON GRATE INSTALL FLUSH18" SQUARE PART NO. 1813NDS LOW PROFILE ADAPTER18" SQUARE PART NO. 1830 18" GRATE(FLAT)FLOW
FLOW

WARPEDSURFACE

LOCAL DEPRESSION
6"MIN0304
05 WARPEDSURFACE
18"
24 NTS4" ROUND ATRIUM PLANTER DRAIN
01PER PLAN
01 02
02 03
05 PER PLANPER PLAN
LPA
FINISHED SURFACE01EDGE OF FINISHED SURFACE02
4" ROUND ATRIUM GRATE. NDSPART NO. 78 OR APPROVED EQUAL044" PVC SDR 35 RISER05PLANTER03 04SLOPE TO DRAINSLOPE TO DRAIN
25 ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 26NTSTRASH CAPTURE SCREEN
256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C10
20 SD(mo)

NOPARKING

EVCHARGINGONLYNO PARKING NO PARKING

EVCHARGINGONLY

COMPACTCOMPACTCOMPACT

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT
CO
CO
1 10
20 21
24 23
22 25
30 GAYLEMONROE STREET
BMP TYPEBMP ID #SYMBOLCASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCEFREQUENCYBMP TABLEINSPECTION FREQUENCYQUANTITYTREATMENT CONTROL SOURCE CONTROL10 SD-32

QUARTERLY
20 SD-1324
* *
SEMI-ANNUALLY1,854 SF.BIOFILTRATIONAREA
WEEKLYAS NEEDEDANNUALLYAS NEEDED1 EA.5 EA.
7, 11
77 199-4A1 TC-32
INLETFILTERTRASH CAPTURE BMPsQUARTERLYAS NEEDED1 EA. 7TC-5030 25 SC-72 MONTHLYAS NEEDED1 EA. 7

TRASH ENCLOSUREWITH ROOFSTENCILSPOOL

NO DUMPINGDRAINS TO LAGOON
199-4A199-4A199-4A
199-4A
MONROE STREET POOL REPLACEMENT17
199-4A

SINGLE SHEET BMP SITE PLAN
12 SCALE : 1" = 20'

1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS OR THESE PLANS.2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIORAPPROVAL FROM THE CITY ENGINEER.3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPESWITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFFHAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTIONAND INSTALLATION.

BMP NOTES:

PARTY RESPONSIBLE FOR MAINTENANCE:NAMEADDRESSPHONE NO.PLAN PREPARED BY:NAMEADDRESS PHONE NO.

COMPANY

5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION.

SIGNATURE
BMP CONSTRUCTION AND INSPECTION NOTES:THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED ANDOPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS.PRIOR TO OCCUPANCY THE EOW MUST PROVIDE:1.PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPSPRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINALINSTALLATION.2.A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARECONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THEAPPROVED PLANS.3.PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITYTREATMENT SIGNAGE HAS BEEN INSTALLED.PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLEFOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED ORMODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVALOF THE CITY ENGINEER.

KATHEREEN SHINKAI, P.E.LPA, INC.5301 CALIFORNIA AVE.SUITE 100IRVINE, CA 92617(949) 261-1001 CITY OF CARLSBAD PUBLIC WORKS1635 FARADAY AVE.CARLSBAD, CA 92008(442) 339-2820

ARCHITECTURE ENGINEERING INTERIORSLANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office949-260-1190 FaxLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 20100 40
256

BY SEPARATE PERMIT

SHEET FOR REFERENCE ONLY
SHEET
LABEL C11
21 3"
CLR
TYP
H
(CONCRETE f'c = 4000 psi)
5'-0"
Fd
1'-4"

WALL DIMENSIONS FOOTING DIMENSIONS FOOTING REINFORCING WALL REINFORCING Fw Kd Fr Wa Wc Fh
4'-0" 2'-6" NOT REQ'D #5 @ 8"
9'-0" 1'-4" 4'-6" 1'-0" #5 @ 8" #6 @ 8" 6'-0" #4 @ 16"
#4 @ 16"

CMU RETAINING WALL
NOTE:

WATERPROOFING

PER ARCH OR LANDSCAPE
(2) #5 LONGITUDINAL
WHERE 0 < Kd < 1'-0"
- ADD (2) # 5 LONGIT

FOR EA ADDL FOOT
IN DEPTH OF Kd
WHERE Kd > 1'-0"
TRANSVERSE Fr
BARS W/ STD 90°

HOOKS AS SHOWN

DRAINAGE PER

CIVIL DWG

FINISH GRADE OR

EXT SLAB ON GRADE PER

LANDSCAPE

BACKFILL PER GEO-

TECHNICAL REPORT
(2) #4 HORIZ BARS AT DOWELS

FOOTING KEY

WHERE OCCURS
CONT Fc BARS EA WAY TOP
& BOTTOM

VERT DOWELS W/
STD 90° HOOK AT

BOTTOM OF FTG
42" 12"
#4 DOWELS x 12" @
16" O/C AT EXTERIOR

SLAB ON GRADE ONLY
42"

FINISH GRADE OR

EXTERIOR

SLAB ON GRADE
PER LANDSCAPE Wa VERTICAL DOWELS
(2) #4 HORIZ

BARS AT DOWELS
2x4 CONT SHAPED KEY - FILL W/

MASONRY GROUT OR MORTAR
#5 @ 16"
Fw
Wt
Fh +1 1/2"
Wt+3"
Kd Fd
MIN
1'-0"
#4 DOWELS x
@ 16" O/C AT EXT SLAB ON

GRADE ONLY

WHERE OCCURS
8'-0" MAX PER LANDSCAPE

SEE CIVIL -
6" MAX
1 1/2" Fh
3" TYP

S I T E R E T A I N I N G W A L L S C H E D U L E

FENCE/RAILING POST

PER LANDSCAPE
PER NOTE 1

EMBEDMENT
STD 90° HOOK IN CASE KEY

NOT REQUIRED
Wt
1'-0"
1'-0"
Fc
#4 @ 12"
#4 @ 12"

1.3 Ld
2" CLR.

NOTE:

1. 4'-9" EMBEDMENT FOR MAX 8'-0" STEEL
FENCE. 2'-6" EMBEDMENT FOR 3'-6"

GUARDRAIL
RETAINING HEIGHT H - SEE CIVIL (9'-0" MAX)
#5 @16"

PIPES THRU OR BELOW FOUNDATION

TRENCH ADJACENT TO FOUNDATION
A
A

ELEVATION A-A
1 1
PROVIDE PIPE SLEEVE (I.D. 2" LARGER THAN
PIPE O.D. - AT FIRE SPRINKLER PROVIDE I.D.
4" LARGER THAN PIPE O.D.) WHERE

ADJACENT TO CONCRETE - TYPICAL

PLACE THIS CONCRETE BEFORE FOOTING ABOVE -
LEAN CONCRETE PER GENERAL NOTE F.7
PIPE

LOCATE TRENCH SO

THAT FOOTINGS ARE

NOT UNDERMINED
CONT. FOOTING

OR GRADE BEAM
PIPE

LIMIT DISTANCE BETWEEN

SLEEVES TO NO LESS THAN

LARGER SLEEVE OUTSIDE
DIAMETER OR 6"
CONT. FOOTING

OR GRADE BEAM

SPREAD FTG,

CONT FTG, OR

GRADE BEAM
NOTES:

1. DO NOT PLACE SLEEVES OR

CONDUIT IN ISOLATED SPREAD

FOOTINGS - RUN AROUND OR
BELOW THESE FOOTINGS.

2. SLEEVES ARE NOT TO PASS

THROUGH CONTINUOUS

FOOTINGS OR GRADE BEAMS

UNLESS SHOWN OTHERWISE -

WHERE SLEEVES ARE

PERMITTED, LOCATE WITHIN

MIDDLE THIRD OF FOOTING OR
GRADE BEAM DEPTH.

PIPE

SLAB ON GRADE

BACKFILL TRENCH PER

GEOTECHNICAL REPORT

NO EXCAVATION

ALLOWED BELOW

THIS LINE
9" MIN
3 1/2" MIN.
9" MIN

NO SLEEVES
HERE
3" TYP

CONT FTG
OR GRADE BEAM "D"
4" MIN
3'-0" MAX 6" MIN
"D"/3 MAX
1"
1'-6" MIN

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
1st PLAN CHECK SUBMITTAL 01/29/2024
2nd PLAN CHECK SUBMITTAL 05/01/2024
Revision Date
"AS BUILT"

CIVIL ENGINEER DATE
RCE EXP.

REVIEWED BY:

INSPECTOR DATE

SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

ENGINEERING MANAGER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES PE 63912 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

SITE DETAILS
S1.13
Checker
MONROE ST. POOL REPLACEMENT

SITE DETAILS
1/2" = 1' -0"
01 TYP. SITE CONC. RETAINING WALL and SCHEDULE AT LEVEL BACKFILL N.T.S.
02 TYPICAL PIPES THRU OR TRENCHES

ADJACENT TO FOUNDATIONS
09/30/25
256
62 207
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023RevisionDate"AS BUILT"DATERCEEXP.REVIEWED BY:INSPECTORDATESHEETENGINEERING DEPARTMENTCITY OF CARLSBADLANDSCAPE IMPROVEMENT PLANS FOR:APPROVED:PLANNINGDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORKOTHER APPROVALCITY APPROVALREVISION DESCRIPTIONMONROE STREET POOL REPLACEMENTDeveloped forCITY OF CARLSBADCARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOLDate Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202308/08/20241st PLAN CHECK SUBMITTAL01/29/2024 199-4LLPC2024-008PUB2023-0004PROJECT NO.2nd PLAN CHECK SUBMITTAL05/01/2024 APPROVED FOR IRRIGATIONAND PLANTING ONLY,INCLUDING PRECISE LOCATIONOF PLANTING AREA. 3rd PLAN CHECK SUBMITTAL08/09/2024
ABBREVIATIONSGA. GAUGEGALV. GALVANIZEDGND. GROUNDGR. GRADEHDGHOT DIPPED GALVANIZEDHDR HEADERHT.HEIGHTLT. LIGHTMAX. MAXIMUMMET. METALMFR.MANUFACTURERMIN. MINIMUMMTD. MOUNTEDMTL. MATERIALN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO.C. ON CENTERO.C.E.W.ON CENTER EACH WAYO.D.OUTSIDE DIAMETER (DIM.)PAPLANTING AREAPRCST. PRECASTP.I.P.POURED IN PLACEP.O.B.POINT OF BEGINNINGP.O.T.POINT OF TANGENCYP.T.D.F. PRESSURE TREATED DOUGLAS FIRQTYQUANTITYR. RISERRAD. RADIUSREINF. REINFORCEDREQ. REQUIREDSCHED. SCHEDULESHT. SHEETS.J.SCORE JOINTSPEC. SPECIFICATIONS.S.STAINLESS STEELSTD. STANDARDSTRL.STRUCTURALT. TREADT.C. TOP OF CURBT.O.B.TOP OF BASET.O.H.TOP OF HEADERT.O.S. TOP OF SLOPET.O.W. TOP OF WALLTYP. TYPICALTBS. TO BE SELECTEDU.O.N.UNLESS OTHERWISE NOTEDVEG.VEGETATIONVERT.VERTICALW/WITHW/O WITHOUT &ANDANGLE@AT<LESS THAN>GREATER THANCENTERLINEDIAMETER OR ROUND#POUND OR NUMBERADJ.ADJACENTAGGR. AGGREGATEAL. ALUMINUMAMT.AMOUNTAPPROX. APPROXIMATEARCH. ARCHITECTURALAC.ASPHALTACC. ACCESSIBLEB.C.R. BEGINNING OF CURVE RADIUSB.O.C. BACK OF CURBB.O.W. BOTTOM OF WALLB.O.S. BOTTOM OF SLOPEBLDG. BUILDINGBLK. BLOCKC.E. CIVIL ENGINEERC.I.P. CAST IN PLACEC.J.CONTROL JOINTCLKG. CAULKINGCMU.CONCRETE MASONRY UNITCONC. CONCRETECONSTR.CONSTRUCTIONCONT. CONTINUOUSCTR. CENTERD.A. DISABLED ACCESSDET. DETAILDIA. DIAMETERDIM. DIMENSIONDN.DOWNDWGS. DRAWINGSE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALEQ. EQUALEXP.EXPANSIONEXT.EXTERIORE.O.PEDGE OF POOLF.G.FINISH GRADEF.S.FINISH SURFACEF.O.B.FACE OF BUILDINGF.O.C. FACE OF CURBF.O.W.FACE OF WALL SHEET. # SHEET LABEL SHEET NAME 1 L0.01 LANDSCAPE NOTES AND SCHEDULE 2 L0.02 LANDSCAPE NOTES AND SCHEDULE 3 L1.01 MATERIALS PLAN 4 L1.02 LAYOUT PLAN 5 L3.01 MATERIALS AND LAYOUT ENLARGEMENT PLANS 6 L4.01 SITE SECTIONS AND ELEVATIONS 7 L4.02 SITE SECTIONS AND ELEVATIONS 8 L4.03 SITE SECTIONS AND ELEVATIONS 9 L4.04 SITE SECTIONS AND ELEVATIONS 10 L5.01 LANDSCAPE DETAILS 11 L5.02 LANDSCAPE DETAILS 12 L5.03 LANDSCAPE DETAILS 13 L5.04 LANDSCAPE DETAILS 14 L5.05 LANDSCAPE DETAILS 15 L5.06 LANDSCAPE DETAILS 16 L5.07 LANDSCAPE DETAILS 17 L5.08 LANDSCAPE DETAILS 18 L5.09 LANDSCAPE DETAILS 19 L5.10 LANDSCAPE DETAILS 20 L5.11 LANDSCAPE DETAILS 21 L5.12 LANDSCAPE DETAILS 22 L6.01 IRRIGATION PLAN 23 L6.02 IRRIGATION LEGEND 24 L6.03 IRRIGATION DETAILS 25 L6.04 IRRIGATION DETAILS 26 L6.05 IRRIGATION DETAILS 27 L6.06 IRRIGATION DETAILS 28 L7.01 PLANTING PLAN 29 L7.02 PLANTING DETAILSTOTAL SHEETS: 29 L0.01LANDSCAPE NOTESAND SCHEDULES-

MONROE STREET POOL REPLACEMENTVICINITY MAPLOCATION MAP BY:PHONE NO: ( ) REGISTRATION NO: EXPIRATION DATE:

DECLARATION OF RESPONSIBLE CHARGE:

ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY ACERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITYAND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEENTHE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE KHARD COPPER".APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BYCALLING (442) 339-2722.INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPEARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATEDAGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIREDINSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THEWORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THEINSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OFCOMPLETION" FORM.E-MAIL THE FORM TO: [email protected]. TO MAKE A REQUEST FOR AFINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327.

BACKFLOW PREVENTER TESTING:INSPECTION PROCEDURES:

I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATIONPLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATEREFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN INCOMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. ICERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDEEFFICIENT USE OF WATER.WATER EFFICIENT LANDSCAPE DECLARATION:BY:PHONE NO: ( ) REGISTRATION NO: EXPIRATION DATE:

THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TOBEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THEPROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLYSCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOWGRADE) FROM INVASIVE PLANT GROWTH AND ROOTS.PRIOR TO BEGINNING LANDSCAPE WORK:

SIGNED UNDER PENALTY OF PERJURY
CO
PA
SYM.DESC.DESC.SYM.FOC BOC PBNOTES:A.UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS ANDEXACT LOCATIONS.B.FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.

SITE SYMBOLS LEGEND

DOWN SLOPEDIRECTION OF RAMP

PROPERTY LINE/ RIGHTOF WAYFIRE HYDRANT (PER CIVIL)DRAIN INLET (PER CIVIL)AREA DRAIN (PER CIVIL)CLEAN OUT (PER CIVIL)STORM DRAIN MANHOLE (PERCIVIL)SANITARY SEWER MANHOLE (PERCIVIL)(E) REDUCED PRESSURE BFP(PER CIVIL)PIV/CHECK VALVE/FDC (PER CIVIL)ELECTRICAL PULL BOX (PERELECT)

LIMIT OF WORKEXPANSION JOINTSSAWCUT JOINTFACE OF CURBBACK OF CURBPLANTING AREAALIGNSIGNAGE (PER CIVIL) 0102030405060708091011121314151617
ABCDECONCRETE PAVING - PEDESTRIAN TYPE 1F

KEYNOTEDET/SHTDESCRIPTIONCOLOR / FINISH NATURAL GRAY/MEDIUM BROOM FINISHREFERENCE KEYNOTES POOL

GHJKLMNPQR

CONCRETE PAVING - POOL DECKCONCRETE PAVING - VEHICULARDAVIS BAJA RED/MEDIUM BROOM FINISHNATURAL GRAY/MEDIUM BROOM FINISHEXISTING PAVING

POOL DIVING BOARDPOOL ACCESSIBLE LIFTPER AQUATICSPARKING LOT STRIPING/LETTERINGPER CIVIL REGALSTONE BY RCP BLOCK NATURAL GRAY W/ PUMICETUBE STEEL FENCE18

CONCRETE MOW CURB

POOL STAIRS/HANDRAIL

EXISTING CURBPROTECT IN PLACEEXISTING GUTTERPROTECT IN PLACEEXISTING DRIVEWAYPROTECT IN PLACE

CONC CURB/GUTTERPER CIVILADA EMBLEMPER CIVIL

NATURAL GRAY/
19 PER AQUATICSPER AQUATICSPER AQUATICS

CONCRETE FREESTANDING WALLCMU FREESTANDING WALL

ADA SIGNAGEPER CIVIL
TRUNCATED DOME PAVERSFEDERAL YELLOW (A-40)
S

EXTERIOR SHOWER PER ARCHITECTURE
TU

BUILDING COLUMN

VWXYZSLOT DRAIN

CONC CURB RAMPPER CIVILCONC WHEEL STOPPER CIVIL

PER ARCHITECTURE

POOL LADDERPER AQUATICSAABB

NATURAL GRAY/LIGHT BROOM FINISH
CC

EXISTING WALLPROTECT IN PLACEEXISTING FENCINGPROTECT IN PLACEPROTECT IN PLACEEXISTING LIGHTINGEXISTING UTILITY YARDPROTECT IN PLACEAC PAVINGPER CIVIL

DDEEFFGG

NATURAL GRAY/LIGHT SANDBLAST FINISH
CONCRETE PAVING - PEDESTRIAN TYPE 2
202122HANDRAIL AT STAIRS

CONCRETE STAIRS
BLEACHERS WITH 200 SEAT CAPACITY

HANDRAIL AT RAMP

NEW SOLAR PANELS

EXISTING STAIRS/AMPHITHEATERPROTECT IN PLACEEXISTING TRANSFORMERPROTECT IN PLACEEXISTING BACKFLOWPROTECT IN PLACEEXISTING HANDRAILPROTECT IN PLACE

ELECTRIC VEHICLE CHARGERPER ELECTRICAL

PER CIVIL

ELECTRIC VEHICLE SIGNAGEPER CIVIL

CONCRETE THICKENED EDGE AT FENCE

TUBE STEEL SINGLE PEDESTRIAN GATEW/ PANIC HARDWARE

CANTILEVERED FABRICSHADE STRUCTURE

TUBULAR STEEL DOUBLEPEDESTRIAN GATESGUARDRAIL
02/L5.0107/L5.0404/L5.0304/L5.0204/L5.0808/L5.0802/L5.08 08/L5.04
04/L5.0602/L5.05
02/L5.02
04/L5.05
SITE FURNISHINGS LEGENDSYM.DESC.MANUF.MODEL #COLORQTY.FINISH/PTRN.DTL 1. ALL SITE FURNISHINGS ARE TO BE PROVIDED BY THE CONTRACTOR. 2. QUANTITIES SHOWN IN SITE FURNISHINGS LEGEND ARE TOTAL QUANTITIES.TRASHRECYCLINGCOMPOSTLANDSCAPEFORMSCHASE PARKSIDE OPENING;LIDS: LANDFILL,RECYCLING,COMPOSTLANDFILL-SILVERRECYCLING-BLUECOMPOST-GREENPOWDERCOAT4PAIRTR PERMANUF NOTE:A.SEE ELECTRICAL ENGINEERING PLANS FOR FIXTURES, LAMPS, AND SPECS.B.VISIBLE CONDUIT AND BOXES TO BE PAINTED PRIOR LANDSCAPE INSTALLATION. COLORPER LANDSCAPE ARCHITECT.PEDESTRIANPOLE LIGHTCOMMENTSDESCRIPTIONSYM.PER ELECTRICALMUSCO LIGHTPER ELECTRICALEXISTING LIGHT CMU COLOR AND FINISH TO MATCH ARCHITECTURECMU RETAINING WALL10/L5.02

PROTECT IN PLACEAC SLURRY SEAL PER CIVILKEYNOTEDESCRIPTIONCOMMENT

SCORE BOARDPER AQUATICS

TRASH ENCLOSUREPER ARCHITECTUREDEFERRED SUBMITTAL ITEMPER OWNERPERFORATED SCREENPER ARCHITECTUREHHJJKKLL CONCRETE PAD AT LIGHT BOLLARDCONCRETE FLUSH CURB AT FENCENATURAL GRAY/04/L5.04 PERFORATED METAL FENCEGALVANIZED, POWDERCOATFINISH, COLOR BLACKPERFORATED METAL DOUBLEPEDESTRIAN GATE W/ PANIC HARDWARE04/L5.1002/L5.10TUBE STEEL CANTILEVER PANELWITH STRAIGHT PICKETS16/L5.08

NATURAL GRAY/

GALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACKGALVANIZED, POWDERCOATFINISH, COLOR BLACK

PROTECT IN PLACE
MM

STARTING BLOCKSPER AQUATICS

SITE LIGHTING LEGEND
2324DRINKING FOUNTAINBIKE RACK04/L5.1113/L5.11SILVER/POWDERCOATSILVER/POWDERCOAT25TRASH AND RECYCLING RECEPTACLESREFER TO SITEFURNISHINGS LEGEND 02/L5.0102/L5.0102/L5.01MEDIUM BROOM FINISHLIGHT BROOM FINISHNATURAL GRAY/10/L5.01LIGHT BROOM FINISHMEDIUM BROOM FINISH13/L5.01MATCH ADJACENT PAVING/MEDIUM BROOM FINISH 26TUBULAR STEEL DOUBLEVEHICULAR GATES10/L5.08GALVANIZED, POWDERCOATFINISH, COLOR BLACK27METAL PANEL DOUBLEPEDESTRIAN GATES04/L5.12GALVANIZED, POWDERCOATFINISH, COLOR BLACK28 10/L5.12GALVANIZED, POWDERCOATFINISH, COLOR BLACKMETAL PANEL SINGLEPEDESTRIAN GATE C
************NOTE: SEPARATE GRADING PERMIT KEYNOTE*29 08/L5.01NATURAL GRAY /MEDIUM BROOM FINISHCONCRETE RETAINING CURB ATFENCE15/ I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THISPROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGNOF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANDPROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENTSTANDARDS.I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTYDEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLYAND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MYRESPONSIBILITIES FOR PROJECT DESIGN.THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIREPROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TOLANDSCAPING.

KEYNOTESLANDSCAPE SHEET INDEX
LANDSCAPE AND IRRIGATION IMPROVEMENTS SURROUNDINGTHE NEW POOL FACILITY AND PARKING LOT.PROJECT SCOPEA SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANYPORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITYAPPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING ANDIRRIGATION ONLY.1.ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE ASEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGEREVIEW PROCESS.2.BUILDING RETROFIT.3.SITE GRADING AND RETAINING WALLS.

ITEMS BY SEPARATE PERMIT
IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TOTHE CITY AND SHALL BE PREPARED AS REQUIRED BY THEENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULDBE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONSPROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BEDRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINALAS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED ANDAPPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES.

PROJECTLOCATION
DATE:

MONROE STREET POOL REPLACEMENT1
DATE:

DIAL TOLL FREE1 - 800 - 422 - 4133AT LEAST TWO DAYSBEFORE YOU DIGT.M.UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

1. FABRIC SHADE STRUCTURES (QTY. 3)ITEMS BY SEPARATE PERMITAS-BUILT PLANS

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023RevisionDate"AS BUILT"DATERCEEXP.REVIEWED BY:INSPECTORDATESHEETENGINEERING DEPARTMENTCITY OF CARLSBADLANDSCAPE IMPROVEMENT PLANS FOR:APPROVED:PLANNINGDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORKOTHER APPROVALCITY APPROVALREVISION DESCRIPTIONMONROE STREET POOL REPLACEMENTDeveloped forCITY OF CARLSBADCARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOLDate Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202308/08/20241st PLAN CHECK SUBMITTAL01/29/2024 199-4LLPC2024-008PUB2023-0004PROJECT NO.2nd PLAN CHECK SUBMITTAL05/01/2024 APPROVED FOR IRRIGATIONAND PLANTING ONLY,INCLUDING PRECISE LOCATIONOF PLANTING AREA. 3rd PLAN CHECK SUBMITTAL08/09/2024
GENERAL NOTES1.BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES,EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THECIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FORADDITIONAL INFORMATION.2.REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITYINFORMATION INCLUDING STORM DRAIN, WATER, AND ELECTRICAL.3.REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONSWHERE APPLICABLE.4.VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVEGROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHERINFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESEDRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ONTHE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR SHALLCONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THELANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED.5.EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALLBE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULLRESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON,VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THECONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THEOWNER.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIREDTO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT,SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OFCONSTRUCTION ITEMS.7.CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITESUPERINTENDENT, APPROPRIATE AGENCIES AND PLANS, FOR THELOCATIONS OF ALL UNDER-GROUND UTILITIES, PIPES AND STRUCTURES.CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURREDDUE TO DAMAGE OF SAID UTILITIES.8.CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION ASDESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREADISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVEBEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELYBROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZEDREPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITYFOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCHNOTIFICATIONS.9.CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTINGMATERIALS THAT ARE DAMAGED DURING CONSTRUCTION.10.PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL INPLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED ANDREVIEWED BY THE LANDSCAPE ARCHITECT.11.ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES ASINDICATED ON PLANS.12.ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BEVERIFIED PRIOR TO COMMENCING WORK.13.ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREASAND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATIONPRIOR TO INSTALLATION.14.SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING.15.REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OFDRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS ANDOTHER STRUCTURES.16.REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTESON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THEMOST STRINGENT REQUIREMENT.17.RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK.FIELD VERIFY PRIOR TO BID.18.ALL LARGE SHRUBS AND SMALL TREES SHOWN IN THE DEMOLITION ZONE ARETHE RESPONSIBILITY OF THE CONTRACTOR. THE ENTIRE TREE/ SHRUB ANDROOTBALL SHALL BE REMOVED. THE VOID SPACE REMAINING SHALL BEFILLED WITH SUB-GRADE PER THE GEOTECHNICAL REPORT. REFER TO THEDEMOLITION PLAN FOR ANY TREES LARGER THAN 4" CALIPER.

1.SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT OF ALL FENCE ANDGATE COMPONENTS INCLUDING PLANS, ELEVATIONS AND DETAILS ASNECESSARY FOR COMPLETE INSTALLATION.2.FOR LOCATIONS OF FENCES, POSTS, AND GATES SEE PLANS ANDELEVATIONS.3.SUBMIT SAMPLES OF ALL COMPONENTS AND MATERIALS TO LANDSCAPEARCHITECT FOR REVIEW PRIOR TO FABRICATION.4.GATE HARDWARE FINISH AND COLOR TO MATCH GATE/FENCE.5.ANY COMPONENTS REQUIRED FOR A COMPLETE FENCE/GATE SYSTEM, BUTNOT SHOWN, SHOULD BE CONSIDERED A PART OF THESE DRAWINGS ANDINCLUDED IN THE FINAL INSTALLED SYSTEM.6.CONTRACTOR TO VERIFY ALL ATTACHMENTS AND DIMENSIONS, INSTALL PERMANUFACTURER'S RECOMMENDATIONS.

FENCE AND GATE NOTESLAYOUT AND MATERIALS NOTESPLANTING NOTES

LANDSCAPE GRADING AND DRAINAGE

1.REFER TO CIVIL ENGINEER'S DRAWINGS FOR UTILITY LOCATIONS, TREESUBDRAINAGE STUBOUTS, (IF REQUIRED), AND FINAL GRADING. IF ACTUAL SITECONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT'SDRAWINGS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZEDREPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TOPROCEED.2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITEIMPROVEMENTS. HE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THEIRRIGATION, GRADING AND PLANTING WITHIN THE WITHIN THE LIMIT OF WORK ASWELL AS ON ADJACENT AREAS. ANY DAMAGE OR ADJUSTMENTS REQUIREDINCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES,WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE GRADING ANDCONSTRUCTION OF THIS PROJECT IS THAT SOLE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THEOWNER. THE OWNER'S REP. MUST REVIEW ANY REQUIRED MODIFICATIONS TOTHESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFYTHE OWNER'S AUTHORIZED REP. OF THESE CONDITIONS OR ANY DISCREPANCIESPRIOR TO COMMENCING WORK. TYP. ENTIRE SITE.3.EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE LANDSCAPEARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECTRESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS ANDSQUARE FOOTAGES PRIOR TO BID. QUANTITIES SHOWN ON PLANS TAKEPRECEDENCE OVER WRITTEN QUANTITIES IN "PLANTING LEGEND." QUANTITIESINDICATED IN LEGEND ARE PROVIDED FOR AGENCY PLAN CHECK PURPOSES ONLY.5.PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACHSPECIES AND SIZE DESIGNATED ON THE DRAWINGS.6.PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT.7.FINISH GRADES OF ALL TURF AREAS (EXCLUDING SYNTHETIC TURF) SHALL BE (1")BELOW ADJACENT CURB OR PAVEMENT. FINISH GRADES OF ALL SHRUB AREASSHALL BE (1-1/2") BELOW ADJACENT CURB, PAVEMENT OR HEADER.8.CONTRACTOR SHALL SUBMIT FOR APPROVAL COLOR PHOTOS OF ALL SHRUBS ANDGROUNDCOVER. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES,PHOTOS SHALL BE OF THE ACTUAL PLANT MATERIAL TO BE USED ON THEPROJECT. ALL PLANT MATERIAL SHALL BE OF A QUALITY AS DETERMINED BY THELANDSCAPE ARCHITECT. MATERIAL FOUND UNSUITABLE FOR THE DESIGN ORSPECIFICATION INTENT WILL BE REJECTED.9.TREES NOTED AS 'STANDARD' SHALL BE SELECTED WITH THE MAIN LEADERINTACT. TREES WITH THE MAIN LEADER REMOVED SHALL BE REPLACED WITHAPPROVED TREES.10.PROVIDE A (3") LAYER OF MULCH AT PROPOSED SHRUB AND GROUNDCOVERPLANTING AREAS, EXCEPT AREAS WITH JUTE MESHING. MULCH SHALL BEPROVIDED BY REPUBLIC SERVICES OF CARLSBAD.11.CONTRACTOR SHALL CONDUCT AGRICULTURAL SUITABILITY AND FERTILITY SOILSTESTING PER SOIL PREPARATION SPECIFICATION. ANALYSIS SHALL INCLUDERECOMMENDATIONS FOR SOIL PREPARATION AND BACKFILL MIX AS WELL ASRECOMMENDATIONS FOR POST MAINTENANCE FERTILIZATION. SUBMIT SOILSANALYSES AND SAMPLES OF AMENDMENTS TO LANDSCAPE ARCHITECT FORREVIEW PRIOR TO SOIL PREPARATION.12.LANDSCAPE MAINTENANCE PERIOD IS 90 DAYS.13.CONTRACTOR MUST REPLACE ANY PLANT MATERIAL DAMAGED ON SITE OR ADJ.PROPERTY DUE TO GRADING OR CONSTRUCTION TO THE SATISFACTION OFLANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE AT NO ADDITIONAL COSTTO THE OWNER.14.NEW TREES WITHIN 5' OF HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS.17.TREES LOCATED WITHIN A VEHICULAR SITE LINE MUST HAVE ALL LIMBS REMOVEDTO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB.18.PROTECT ALL (E) TREES ON SITE WITHIN L.O.W. AND OUTSIDE L.O.W. WASH ALLTREES WEEKLY, HORTICULTURALY APPROPRIATE TIME FOR EACH SPECIES.19.MAINTAIN AND HAND WATER ALL EXISTING PLANT MATERIAL WITHIN THE LIMIT OFWORK THAT IS NOT INDICATED IN THE DEMOLITION PLAN AS BEING REMOVEDDURING THE ENTIRE COURSE OF CONSTRUCTION AND MAINTENANCE.20.FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOURCUBIC YARDS PER 1,000 SF OF PERMEABLE AREA SHALL BE INCORPORATED TO ADEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANICMATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST ANDTILLING.21.PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BETRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLYAMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION.22.THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED ORPOST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANICMATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARENOT LOCALLY AVAILABLE.23.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1.THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OFCURBS, DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIORTO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.2.VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITEIMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TOSITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONPRIOR TO COMMENCING WORK.3.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.4.THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE.REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTIONDETAILS AND UTILITY CONNECTIONS.5.REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURESCHEDULE AND CIRCUITRY AS NECESSARY.6.REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASEMATERIALS AND COMPACTION.7.WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMSSHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES.8.ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITEIMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINESAS INDICATED.9.INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHERUNLESS OTHERWISE NOTED.1.REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE,AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT ISSHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTORSHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE ANDLANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED.2.REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF INCONNECTION TO STORM DRAIN.3.THE CONTRACTOR SHALL REQUEST OBSERVATION AS REQUIRED 48 HOURSADVANCE OF PERFORMING WORK.4.THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA800/227-2600) 48 HOURS PRIOR TO ANY EXCAVATION.5.ALL GRADING OPERATIONS SHALL CONFORM TO APPENDIX J OF THECALIFORNIA BUILDING CODE.6.FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALLBE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION INTHE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALLPROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANYDAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION.7.NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMEDDISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANSAFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTOTHE SITE.8.ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTINGGRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONSINDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION.9.THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOMETHE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OFOFF-SITE.10.FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPEARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING.11.ALL GRADING ON SITE SHALL HAVE A POSITIVE SURFACE DRAINAGE (2%MINIMUM GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES ANDTERMINATING IN AN APPROVED DRAINAGE SYSTEM.

L0.02LANDSCAPE NOTESAND SCHEDULES-
SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIEDHEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTINGSTANDARDS:A.STANDARD # 1- COVER CROP/ AND EROSION CONTROL MATTING:COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICKGERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS.SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THECOVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% WITHINTHIRTY (30) DAYS.THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITYAND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER.ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLICWALKS OR STREETS:WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15M EROSION CONTROLMATTING SHALL BE REQUIRED.DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSIONCONTROL MATTING MAY BE USED.ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALLBE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISEAPPROVED BY THE CITY.B.STANDARD # 2- GROUND COVER:ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUNDCOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTEDFROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULLCOVERAGE WITHIN ONE YEAR)C.STANDARD # 3- LOW SHRUBS:LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1- GALLONCONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPEFACE (AT MATURE SIZE).D.STANDARD # 4- TREES AND/OR LARGE SHRUBS:TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLONCONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWOHUNDRED (200) SQUARE FEET.SLOPES- 6:1 OR STEEPER AND:A.3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS ORSTREETS REQUIRE AT A MINIMUM STANDARD # 1 (COVER CROP OR EROSIONCONTROL MATTING).B.3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROLMATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3.C.IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSIONCONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3,AND #4.

PLANTING NOTES CONT.
2 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
L0.02

LANDSCAPE NOTESAND SCHEDULES

NOPARKING

EVCHARGINGONLYNO PARKING

EVCHARGINGONLYEVCHARGINGONLY

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT

NOPARKING

1.5%

1.5%1.5%1.5%

1.5%

1.5%1.5%

1.5%

1.6%1.0%1.0%

1.6%

1.3%1.3%

1.1%1.3%

1.3%

1.1%1.1%1.8%

1.0%

1.0%1.8%1.5%1.2%0.7%

1.5%

1.6%

5.0%1.5%

0.9%

1.6%

1.1%

0.9%

2.5%8.0%7.3%1.1%

1.7%
(4.7%)
(5.3%)

1.5%1.0%

1.0%1.9%1.4%(2.5%)3.2%1.0%3.3%2.7%1.5%2.0%4.5%

1.8%7.6%0.6%1.0%1.8%

1.0%1.2%1.8%1.2%1.5%0.8%

2.4%0.9%

0.8%1.5%

1.3%1.3%

1.1%

3.8%4.6%

1.8%

0.5%

1.5% 0.6%1.4%1.4%

0.6%2.6%1.5%

0.7%1.5%1.9%
02L4.04
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

LIMIT OF WORK

N MONROE STREETLIMIT OF WORKPROPERTY LINE
07L3.01GATE
06A0.31
13L3.01
TTYP.PA PA
PAPA
PA PA
PAPAPA
TTYP.QTYP.BTCB
TTYP.CBQ
TTSTYP.TYP.TTYP.

TTYP.011619Z
AA
0319FMG
JTYP.N
HF
FGGBBTYP.

EA 03DDKK
0113MMGGPA16 211501K02151401RXWTYP.TYP.TYP.

D
STYP.L
PA
B
FG
Y
D
07MATERIALS PLAN1" = 20'-0"
L1.01MATERIALS PLAN-
16 10
16 Q
0102030405060708091011121314151617
ABCDECONCRETE PAVING - PEDESTRIAN TYPE 1F

KEYNOTEDET/SHTDESCRIPTIONCOLOR / FINISH NATURAL GRAY/MEDIUM BROOM FINISHREFERENCE KEYNOTES POOL

GHJKLMNPQR

CONCRETE PAVING - POOL DECKCONCRETE PAVING - VEHICULARDAVIS BAJA RED/MEDIUM BROOM FINISHNATURAL GRAY/MEDIUM BROOM FINISHEXISTING PAVING

POOL DIVING BOARDPOOL ACCESSIBLE LIFTPER AQUATICSPARKING LOT STRIPING/LETTERINGPER CIVIL REGALSTONE BY RCP BLOCK NATURAL GRAY W/ PUMICETUBE STEEL FENCE18

CONCRETE MOW CURB

POOL STAIRS/HANDRAIL

EXISTING CURBPROTECT IN PLACEEXISTING GUTTERPROTECT IN PLACEEXISTING DRIVEWAYPROTECT IN PLACE

CONC CURB/GUTTERPER CIVILADA EMBLEMPER CIVIL

NATURAL GRAY/
19 PER AQUATICSPER AQUATICSPER AQUATICS

CONCRETE FREESTANDING WALLCMU FREESTANDING WALL

ADA SIGNAGEPER CIVIL
TRUNCATED DOME PAVERSFEDERAL YELLOW (A-40)
S

EXTERIOR SHOWER PER ARCHITECTURE
TU

BUILDING COLUMN

VWXYZSLOT DRAIN

CONC CURB RAMPPER CIVILCONC WHEEL STOPPER CIVIL

PER ARCHITECTURE

POOL LADDERPER AQUATICSAABB

NATURAL GRAY/LIGHT BROOM FINISH
CC

EXISTING WALLPROTECT IN PLACEEXISTING FENCINGPROTECT IN PLACEPROTECT IN PLACEEXISTING LIGHTINGEXISTING UTILITY YARDPROTECT IN PLACEAC PAVINGPER CIVIL

DDEEFFGG

NATURAL GRAY/LIGHT SANDBLAST FINISH
CONCRETE PAVING - PEDESTRIAN TYPE 2
202122HANDRAIL AT STAIRS

CONCRETE STAIRS
BLEACHERS WITH 200 SEAT CAPACITY

HANDRAIL AT RAMP

NEW SOLAR PANELS

EXISTING STAIRS/AMPHITHEATERPROTECT IN PLACEEXISTING TRANSFORMERPROTECT IN PLACEEXISTING BACKFLOWPROTECT IN PLACEEXISTING HANDRAILPROTECT IN PLACE

ELECTRIC VEHICLE CHARGERPER ELECTRICAL

PER CIVIL

ELECTRIC VEHICLE SIGNAGEPER CIVIL

CONCRETE THICKENED EDGE AT FENCE

TUBE STEEL SINGLE PEDESTRIAN GATEW/ PANIC HARDWARE

CANTILEVERED FABRICSHADE STRUCTURE

PROTECT IN PLACEAC SLURRY SEAL PER CIVILKEYNOTEDESCRIPTIONCOMMENT

SCORE BOARDPER AQUATICS

NATURAL GRAY/

PROTECT IN PLACE
MM

STARTING BLOCKSPER AQUATICS

BLDG
T
FA12
B
IRRIGATIONCONTROLLERPERL6.01
04LL
IC
2617
HH 05TYP.

SIM.MIRROR
04L4.02
04L4.0310L4.02
03L4.0103L4.0310L4.0310L4.0302,10L4.01 04L4.0407L4.01
04L4.01
02L4.0208L4.04
24 23
09L4.0203L4.0225
25 19 15L4.02
10L4.04
P A11TYP.

PAPA081607

KK GATE
121810
TYP.

P
P
15 10L5.03TYP.

TYP.

A
1313
CO
PA
SYM.DESC.DESC.SYM.FOC BOC PBNOTES:A.UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS FOR DETAILS ANDEXACT LOCATIONS.B.FINAL LOCATIONS TO BE REVIEWED BY LANDSCAPE ARCHITECT.

SITE SYMBOLS LEGEND

DOWN SLOPEDIRECTION OF RAMP

LIMIT OF WORKEXPANSION JOINTSSAWCUT JOINTFACE OF CURBBACK OF CURBPLANTING AREAALIGNSIGNAGE (PER CIVIL) 3 25' CLR.SIGHT,TYP
25' CLR.SIGHT,TYP

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024

NOPARKING

EVCHARGINGONLYNO PARKING

EVCHARGINGONLYEVCHARGINGONLY

COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT

COMPACT

NOPARKING
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

N MONROE STREET
07LAYOUT PLAN1" = 20'-0"
L2.01LAYOUT PLAN-
20'-9"12'-3"3'-0"2'-9"11'-6"6'-7"13'-6"30'-0"30'-0"30'-0"27'-10"9'-1"EQ.20'-8"3 EQ.EQ.10'-0"27'-10"4 EQ.E.O.PCLCLCLCL10'-0"9'-1"5'-5"4'-11"5'-9"20'-6"3 EQ.6'-0"65'-4"13'-7"2 EQ.6'-0"12'-8"2 EQ.4'-8"5'-9"10'-4"F.O.BCL 19'-2"2'-3"CLF.O.W35'-0"5 EQ.4'-8" 21'-0"9'-8"2 EQ.8'-0"22'-1"5 EQ.19'-4"5 EQ.
07L3.01
13L3.01

ALIGNALIGN
ALIGNALIGN21'-6"4 EQ.72'-6"11 EQ.13'-3"2 EQ.7'-10"2 EQ. 10'-0"SEATWALL1'-5"
14'-4"20'-7"3'-6"7'-1"30'-0"30'-0"30'-0"CL CL CL CL104'-8"CL2'-6"5'-0"TYP.19'-3"3 EQ.25'-9"4 EQ.EQ.26'-4"4 EQ.EQ.CL CL25'-3"4 EQ.CL2'-8"5'-0" 19'-3"WALL5'-9"5'-5"10'-6"15'-10"6'-0"CL6'-2"19'-7"8'-3"39'-2" 11'-7"32'-3"5'-0"5'-3"5'-0"19'-9"CL
5'-0"5'-0"
21'-11"CL
7'-8"9'-3"6'-0"6'-0"11'-0"2 EQ.6'-10"
18'-0"4 EQ.4'-8"13'-0"2'-5"
SUPPLEMENTAL LAYOUT NOTES1.POINT OF BEGINNING (P.O.B) #1 IS LOCATED AT THE NORTHWEST CORNER OF THEPOOL.2.POINT OF BEGINNING (P.O.B.) #2 IS LOCATED AT THE NORTHEAST CORNER OF THEPROPOSED BUILDING.3.SEE SHEET L0.01 FOR LAYOUT & MATERIALS NOTES.4.PLAN MEASUREMENTS ARE TO FACE OF WALL, CURB, OR OTHER FIXED SITEIMPROVEMENT, UNLESS NOTED OTHERWISE ON PLANS.LAYOUT SYMBOL LEGENDPOINT OF BEGINNING (P.O.B.)ALIGNFACE OF BUILDINGF.O.B P.O.B. #1CORNER OF POOL
P.O.B. #2F.O.B.
8'-0"
8'-0"
6'-0"
8'-0" 12'-8"
9'-4"
25' CLR.SIGHT,TYP
25' CLR.SIGHT,TYP
4 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024

NOPARKINGNO PARKING
(208.32) FFE(208.32)FFADMINISTRATIONLOCKER ROOM79LF S=0.010 ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

LAYOUT SYMBOL LEGENDPOINT OF BEGINNING (P.O.B.)ALIGNFACE OF BUILDINGF.O.BP.O.B. #2MUSCO LIGHT P.O.B. #1F.O.B.28
18 G16 2'-0"
2'-8"2'-8"
0102030405060708091011121314151617
ABCDECONCRETE PAVING - PEDESTRIAN TYPE 1F

KEYNOTEDET/SHTDESCRIPTIONCOLOR / FINISH NATURAL GRAY/MEDIUM BROOM FINISHREFERENCE KEYNOTES POOL

GHJKLMNPQR

CONCRETE PAVING - POOL DECKCONCRETE PAVING - VEHICULARDAVIS BAJA RED/MEDIUM BROOM FINISHNATURAL GRAY/MEDIUM BROOM FINISHEXISTING PAVING

POOL DIVING BOARDPOOL ACCESSIBLE LIFTPER AQUATICSPARKING LOT STRIPING/LETTERINGPER CIVIL REGALSTONE BY RCP BLOCK NATURAL GRAY W/ PUMICETUBE STEEL FENCE18

CONCRETE MOW CURB

POOL STAIRS/HANDRAIL

EXISTING CURBPROTECT IN PLACEEXISTING GUTTERPROTECT IN PLACEEXISTING DRIVEWAYPROTECT IN PLACE

CONC CURB/GUTTERPER CIVILADA EMBLEMPER CIVIL

NATURAL GRAY/
19 PER AQUATICSPER AQUATICSPER AQUATICS

CONCRETE FREESTANDING WALLCMU FREESTANDING WALL

ADA SIGNAGEPER CIVIL
TRUNCATED DOME PAVERSFEDERAL YELLOW (A-40)
S

EXTERIOR SHOWER PER ARCHITECTURE
TU

BUILDING COLUMN

VWXYZSLOT DRAIN

CONC CURB RAMPPER CIVILCONC WHEEL STOPPER CIVIL

PER ARCHITECTURE

POOL LADDERPER AQUATICSAABB

NATURAL GRAY/LIGHT BROOM FINISH
CC

EXISTING WALLPROTECT IN PLACEEXISTING FENCINGPROTECT IN PLACEPROTECT IN PLACEEXISTING LIGHTINGEXISTING UTILITY YARDPROTECT IN PLACEAC PAVINGPER CIVIL

DDEEFFGG

NATURAL GRAY/LIGHT SANDBLAST FINISH
CONCRETE PAVING - PEDESTRIAN TYPE 2
202122HANDRAIL AT STAIRS

CONCRETE STAIRS
BLEACHERS WITH 200 SEAT CAPACITY

HANDRAIL AT RAMP

NEW SOLAR PANELS

EXISTING STAIRS/AMPHITHEATERPROTECT IN PLACEEXISTING TRANSFORMERPROTECT IN PLACEEXISTING BACKFLOWPROTECT IN PLACEEXISTING HANDRAILPROTECT IN PLACE

ELECTRIC VEHICLE CHARGERPER ELECTRICAL

PER CIVIL

ELECTRIC VEHICLE SIGNAGEPER CIVIL

CONCRETE THICKENED EDGE AT FENCE

TUBE STEEL SINGLE PEDESTRIAN GATEW/ PANIC HARDWARE

CANTILEVERED FABRICSHADE STRUCTURE

PROTECT IN PLACEAC SLURRY SEAL PER CIVILKEYNOTEDESCRIPTIONCOMMENT

SCORE BOARDPER AQUATICS

NATURAL GRAY/

PROTECT IN PLACE
MM

STARTING BLOCKSPER AQUATICS

SITE SYMBOLS LEGEND

DOWN SLOPEDIRECTION OF RAMP

LIMIT OF WORKEXPANSION JOINTSSAWCUT JOINTFACE OF CURBBACK OF CURBPLANTING AREAALIGNSIGNAGE (PER CIVIL) 5 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

PERFORATED METAL DOUBLE PEDESTRIANGATE WITH PANIC HARDWAREPERFORATED METAL FENCE

FACE OFBUILDING

PERFORATED METAL DOUBLEPEDESTRIAN GATE WITH PANICHARDWARETUBE STEEL FENCEFINISH SURFACE ATPOOL DECK(E) RETAINING WALL

TUBE STEEL FENCEFINISH SURFACE ATPOOL DECK (BEYOND)(E) RETAINING WALL(E) FINISH SURFACE AT AC

TUBE STEEL FENCEPOOL DECK(BEYOND)(E) RETAINING WALL(E) FINISH SURFACE AT AC MATCH LINE - SEE 04/L4.02
8'-0"CLR2'-1"2'-1"

PERFORATEDMETAL FENCE
6'-0"CLR11"4'-10"16'-0"2 EQ.

FINISH SURFACE AT POOLDECK (BEYOND)
24'-0"3 EQ.64'-0"8 EQ.
104'13 EQ.

CL CLCLCL2"CLR2"CLR2"CLR
CHANGE IN DIRECTIONSEE 10 LEFTCLCL
FENCE PERPENDICULARTO VIEW,SEE 02/L4.03CL16'-0"2 EQ.9'-1"2 EQ.

FENCE PERPENDICULARTO VIEW,SEE 02/L4.03, SIMCL
CHANGE IN DIRECTIONSEE 03 ABOVECL CL
04 04L5.08
CL
8'-0"
PERFORATED METAL SINGLE PEDESTRIAN GATEAND TUBE STEEL FENCE (BEYOND), SEE 05/L4.03 CHANGE INDIRECTIONSEE 11/L4.03CL

FACE OFBUILDINGFACE OFENCLOSURE
8'-0"
8'-0"CHANGE IN DIRECTIONSEE 07 RIGHTCL
FENCE PERPENDICULAR TO VIEWSEE 04/L4.04
CL
3'-6"

FINISH SURFACE AT AC

TUBE STEEL CANTILEVER PANELWITH STRAIGHT PICKETS (BEYOND) TUBE STEEL FENCE WITH STRAIGHTPICKETS (BEYOND), SEE 11/L4.03 CL

GUARDRAILCMURETAININGWALL
32'-0"4 EQ.

STAIR HANDRAILCMU RETAINING WALLCONCRETESTAIRS
2'-9"
7'-1"
8'-0"

STAIRS(BEYOND)
8'-0"
TIE INTOEXISTINGWALL PER03L5.02
4'-7"CLCMURETAININGWALL10L5.02THICKENED EDGE PER10L5.01

CARD READERPERTECHNOLOGYPLANS
02L5.0804L5.0802L5.1004L5.10
04L5.0610L5.0208L5.04 16L5.08 04L5.08
10L5.0510L5.0204L5.08
FENCE POSTFOOTING ADJ.TO BUILDING;TYP.05S1.11 PERFORATEDMETAL FENCE04L5.10FENCE POSTFOOTING ADJ.TO BUILDING;TYP.05S1.11KNOX BOX PER02L5.106

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

TUBE STEEL FENCECMURETAININGWALLFINISH GRADEPERFORATED METAL DOUBLEPEDESTRIAN GATESWITH PANIC HARDWARECMU FREESTANDINGWALL

FACE OF BUILDING

HANDRAILAT RAMPCMU RETAINING WALLPERPENDICULAR TOVIEWTUBE STEELFENCE WITHSTRAIGHTPICKETS TIE INTOEXISTINGWALL PER09L5.02
3'-11"16'-0"2 EQ.

MECHANICALROOM DOOR
96'-0"12 EQ.
15'-0"2 EQ.
9'-1"2 EQ.8'-0"CLR8"
16'-0"2 EQ.3'-7"

CMU RETAININGWALL
21'-7"6 EQ.1'-0"1'-0"

FINISH SURFACEAT POOL DECK(BEYOND)
4'-5"CL
CHANGE IN DIRECTIONSEE 02 ABOVETUBE STEELFENCE
CHANGE IN DIRECTIONSEE 04 RIGHT
3"CLR CL
CHANGE INDIRECTIONSEE 02 BELOW,SIMCL
CHANGE INDIRECTIONSEE 02 BELOWCLCL
CL
04 24'-0"3 EQ.

CHANGE INDIRECTIONSEE 10 LEFT
CHANGE IN DIRECTIONSEE 10 BELOWCL
CLCLCL
10L5.02
04L5.08
10L5.02
04L5.02 10L5.02 04L5.08
04L5.0802L5.05 10L5.02
02L5.10
PER CIVIL8'-0"
WALL CHANGE INDIRECTIONSEE 10 LEFT
WALL CHANGE INDIRECTIONSEE 04 RIGHT
TUBE STEELFENCE04L5.08

PER CIVIL
5'-5"CL
WALL CHANGE INDIRECTIONSEE 02 ABOVE
WALL CHANGE INDIRECTIONSEE 10 BELOW
CL
TUBE STEEL CANTILEVERPANEL WITH STRAIGHTPICKETS16L5.08
8'-0"PER CIVIL
8'-0"
CHANGE INDIRECTIONSEE 02 BELOWCL8'-0"
8'-0"HANDRAIL ATRAMPFINISH SURFACE02L5.05
8'-0"
1/4" = 1'-0"ELEVATION AT NORTH POOL GATE15PERFORATED METAL DOUBLEPEDESTRIAN GATESWITH PANIC HARDWARECMU RETAININGWALL FACE OF BUILDING8'-0"CLR8"3"CLR
FENCEPERPENDICULARTO VIEWSEE 03 RIGHTCL
10L5.0202L5.10
TUBE STEEL CANTILEVERPANEL WITH STRAIGHTPICKETS16L5.08
8'-0" POOL DECKFINISH GRADE
320'-9"

FINISH SURFACE
FENCEPERPENDICULARTO VIEWSEE 03 RIGHT

CARD READERPER TECHNOLOGYPLANS

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
7 L4.02

SECTIONS ANDELEVATIONS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SCOREBOARD PER AQUATICS

CMU FREESTANDING WALL

TUBE STEEL DOUBLEPEDESTRIAN GATECMU FREESTANDINGWALL
65'-4"
6'-0" FINISH SURFACE
1/4" = 1'-0"SECTION/ELEVATION OF FENCE AT SOUTH CORNER11 1/4" = 1'-0"SECTION/ELEVATION AT STAIRS05CLCL 04 FENCE PERPENDICULARTO VIEWSEE 04/L4.02
04L5.0802L5.0804L5.02CONCRETEPAVING ATPOOL DECK02L5.08
04L5.02
10L5.02
3'-0"3'-7"6'-0"CLR.2"CLR.4'-2"13'-10"2 EQ.2"CLR.CLCL CLCLCHANGE IN DIRECTION CMURETAININGWALL10L5.02
TUBE STEELCANTILEVER PANELWITH STRAIGHTPICKETS(BEYOND)8'-0" 8'-0"(E) FINISH SURFACE
6'-0"3"CLR.6'-0"CLR.1'-3"CLFENCE PERPENDICULARTO VIEWSEE 04/L4.02 TUBE STEEL FENCEWITH STRAIGHTPICKETS04L5.08
8'-0"
1'-8"7'-8"CLFENCE PERPENDICULARTO VIEWSEE 03/L4.01CL CL 8'-0"
8'-0"PER CIVILCMU RETAININGWALLTUBE STEEL FENCE WITHSTRAIGHT PICKETS04L5.08

POOL DECK
CONCRETE PAVING ATPOOL DECKTUBE STEEL FENCE WITHSTRAIGHT PICKETS04L5.08(E) RETAINING WALL(FOREROUND) 11"4'-0"CLR.2'-4"7'-0"2'-6"CL CLCLCL CL
10L5.02CMU RETAININGWALL(E) RETAININGWALL
TUBE STEEL FENCE04L5.08TUBE STEEL CANTILEVER PANELWITH STRAIGHT PICKETS 11'-0"3 EQ.08L5.08PERFORATED METAL SINGLEPEDESTRIAN GATE WITHPANIC HARDWARE08L5.04CONCRETESTAIRS 8'-0"TUBE STEEL FENCE, SEE 03/L4.01

FENCE POST ATCMU WALL PERSTRUCTURAL

PER CIVIL
16L5.08
HANDRAIL AT STAIRS04L5.06(E) RETAINING WALL
FENCE PERPENDICULARTO VIEWSEE 11 RIGHTFENCE PERPENDICULARTO VIEWSEE 02/L4.01 1'-0"
1'-0"
FOR SCOREBOARD FOOTINGCONFIGURATION SEE02S1.12

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
8 L4.03

SHADE STRUCTURE PER USASHADE (DEFERRED SUBMITTAL)

CONCRETE PAVING ATPOOL DECK

SHADE STRUCTURE FOOTING PER MANUFACTURER(SHOWN FOR REFERENCE ONLY) CONCRETEFREESTANDING WALL(BEYOND)04L5.03TUBE STEEL FENCE04L5.08(E) RETAINING WALL(E) FINISH SURFACE

SHADE STRUCTURE PER USASHADE (DEFERRED SUBMITTAL)

CONCRETE PAVING ATPOOL DECK

SHADE STRUCTURE FOOTING PER MANUFACTURER(SHOWN FOR REFERENCE ONLY)

BLEACHERS PER OWNER

CONCRETE PAVING
TUBE STEELFENCE04L5.08
CMU RETAININGWALL10L5.02PER CIVIL8'-0"
02L5.01
2"CLR
2'-4"4'-5"5'-6" CLCLCLCLCL
1/4" = 1'-0"ELEVATION OF FENCING ADJACENT TO VEHICULAR GATE108'-0" 5'-0"1'-10" CLCLCLCL
TUBE STEEL FENCE WITHSTRAIGHT PICKETS04L5.08TUBE STEELFENCE WITHSTRAIGHTPICKETS04L5.08 FENCE PERPENDICULARTO VIEWSEE 10 LEFTCL
FENCE PERPENDICULARTO VIEWSEE 04 RIGHTCL
9 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
EQ.EQ.VARIESREFER TOKEYNOTE 2
CONCRETE PAVING3" = 1'-0"-
04-
CONCRETE PAVING; REFER TOMATERIALS PLAN KEYNOTE LEGEND FORFINISH & COLOR.FOR PAVING THICKNESS &REINFORCEMENT SEE CIVILNOTES:A.SAWCUT & EXPANSION JOINTS;REFER TO DETAIL.B.PROVIDE DOWELS WHERE NEWCONCRETE TIES INTO EXISTINGPER DETAIL.C.PROVIDE THICKENED EDGE ATCOLUMNS, SITE AND BLDG.WALLS, AND WHERE PAVING ISADJACENT TO PLANTING AREAS.D.EXPANSION JOINT AT VERT.SURFACE, REFER TOE.PAVING JOINT AT CURB, REFER TOF.DO NOT ALLOW CONCRETEOVER-POUR INTO ADJACENTPLANTING AREA.11-

AGGREGATE BASE SEE CIVILSUBGRADE COMPACTION AND OVEREXCAVATION PER GEOTECHNICALREPORT 10-
03C1003C10
12 3412 34 08-14-
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

SubmittalDate100% SCHEMATIC DESIGN06/27/2023RevisionDate"AS BUILT"DATERCEEXP.REVIEWED BY:INSPECTORDATESHEETENGINEERING DEPARTMENTCITY OF CARLSBADLANDSCAPE IMPROVEMENT PLANS FOR:APPROVED:PLANNINGDATEDRAWING NO.DWN BY:CHKD BY:RVWD BY:DATEINITIALDATEINITIALDATEINITIALENGINEER OF WORKOTHER APPROVALCITY APPROVALREVISION DESCRIPTIONMONROE STREET POOL REPLACEMENTDeveloped forCITY OF CARLSBADCARLSBAD, CA 920083401 MONROE ST.REPLACEMENTMONROE STREET POOLDate Published100% DESIGN DEVELOPMENT09/01/202350% CONSTRUCTION DOCS11/13/202308/08/20241st PLAN CHECK SUBMITTAL01/29/2024 199-4LLPC2024-008PUB2023-0004PROJECT NO.2nd PLAN CHECK SUBMITTAL05/01/2024 APPROVED FOR IRRIGATIONAND PLANTING ONLY,INCLUDING PRECISE LOCATIONOF PLANTING AREA. 3rd PLAN CHECK SUBMITTAL08/09/202404
CONCRETE PAVING; REFER TO DETAILSPEED DOWEL; BY SIKA CORPORATION CONCRETE ACCESSORIES;PRODUCT # PSD12/ #4TXSAWCUT CONTROL JOINT; 1/8-INCH WIDE; CUT TO 1/4 DEPTH OF SLAB;PROVIDE TIGHT 1/8-INCH RADIUS ON EDGE OF PAVING BEFORESAWCUTTING.CONCRETE PAVING REINFORCEMENT; REFER TO DETAILJOINT ENLARGEMENT; REFER TO DETAILPEDESTRIAN: 5/8" SMOOTH STEEL DOWEL 24" @ 18" O.C.VEHICULAR: 5/8" SMOOTH STEEL DOWEL 24" @ 18" O.C.AGGREGATE BASE AND SUBGRADE; REFER TO PAVING DETAIL B. EXPANSION JOINT
A. SAWCUT CONTROL JOINTPOUR "A"POUR "B"
02- 03C10NOTES:A.REFER TO SWIMMING POOL DETAILS 1 AND 2 ON SHEET SP-6 FORJOINTS AT POOL COPING AND DEEP WATER GUTTER07- CONCRETE PAVING JOINTS3" = 1'-0"-
03C10
1234567
1 6
3 4
4 157
7 2
1/2"
EXPANSION JOINT ENLARGEMENTN.T.S.
1/4"145 CONCRETE PAVING;FIN. GRADE; PER DETAIL1/4" EXPANSION MATERIAL;HOLD 1/2" BELOW FINISHGRADE; REFER TO SPECFOR PRODUCT INFO.DOWEL; PER DETAIL1/8" TOOLED RADIUSJOINT SEALANT WITHSEEDED SILICA SAND; SANDIS TO BE CASCADED OVERJOINT, EXCESS TO BEBRUSHED AWAY; COLOR TOMATCH CONCRETECLOSED CELL BACKER ROD 04-NOTES:FOR ADDITIONAL INFORMATIONREFER TO DETAIL
04-02-
32 TYP.TYP.213456
68"
DEPTH VARIESREFER TOKEYNOTE 53"CLR.TYP.1CONCRETE PAVING; REFER TO DTL.ADJACENT SURFACE/ FINISH GRADE; REFER TO PER MATERIALS PLAN#3 REINFORCING; CONTINUOUSEXTEND REINFORCEMENT FROM PAVING INTO THICKENED EDGE & WRAP ENDSTHICKENED EDGE; 12" DEPTH FOR PEDESTRIAN PAVING;18" DEPTH FOR VEHICULAR PAVING AND AT FENCE POSTS.BASE MATERIAL & COMPACTED SUBGRADE; PER GEOTECH REPORTEASE ALL EDGES; 1/4"R, TYP.FENCE POST AND FOOTING WHERE OCCURS, TYP.NOTES:A. ADD EXPANSION JOINTS AT ALL THICKENED EDGE CONDITIONS ADJACENTTO OTHER PAVING TYPES PER DETAILB.PAVING JOINT AT CURB PER DETAIL 3"CLR.TYP
23456
16 3 2
7 76"
02-
04-14-
4 CONC. PAVING THICKENED EDGE1-1/2" = 1'-0"-8
8 8
NOTES:A. PROVIDE EXPANSION JOINT AT ALL VERTICAL SURFACES.EXPANSION JOINT AT VERTICAL SURFACE3"=1'-0"- 3 1234562"CLR.
1/4"CONCRETE PAVING ANDREINFORCEMENT PER DETAILEXPANSION JOINT FILLER;MATCH FULL DEPTH OF CONC.PAVING; REFER TO SPECSFOR MATERIALJOINT SEALANT; COLOR TOMATCH CONCRETE COLORW/SEEDED SILICA SANDBASE MATERIAL ANDSUBGRADE PER GEOTECHREPORTFACE OF VERTICAL SURFACE1/8" RADIUS 1/2" 02-2561
4 NEW CONCRETE PAVING ANDREINFORCEMENT; REFER TO DTL.EXISTING CONCRETE PAVING5/8" X 24" SMOOTH STEEL DOWEL AT18" O.C.5/8" SLIP SLEEVE DRILLED INTOEXISTING CONCRETE PAVING; DOWELTO HAVE FREE MOVEMENT ON THISSIDEJOINT SEALANT WITH SILICA SANDWITH BACKER RODBASE MATERIAL AND COMPACTEDSUBGRADE PER GEOTECH REPORT1/8" RADIUS; AT NEW CONCRETEPAVINGCONCRETE PAVING TIE-IN3"=1'-0"- 1234567
NOTES:A.PROVIDE AT ALL LOCATIONS WHERENEW CONCRETE JOINS EXISTINGCONCRETE.B. PROVIDE CLEAN SAWCUT AT EXISTINGPAVING. EXTEND PROPOSED PAVING ASREQUIRED TO CLOSEST ADJACENTJOINT.C. SEE CIVIL PLANS FOR LIMIT OFDEMOLITION. 4 5 1
12"3" CLR.02-
EQ.EQ.2 3
6 71/2"
PAVING JOINT AT CURB3"=1'-0"-
1234567
CONCRETE PAVING; REFER TO DTL.24" DOWEL @ 18 O.C.CONCRETE PAVING STEELREINFORCEMENT; REFER TO DTL.BASE MATERIAL & COMPACTEDSUBGRADE PER GEOTECH REPORT1/8" RADIUSEXPANSION JOINT; REFER TO DTL.CONCRETE CURB; REFER TO CIVIL DTL.DRILLED 5/8" DIA. SLIP SLEEVE ATCONCRETE CURB; DOWEL TO HAVE FREEMOVEMENT THIS SIDE 02-
123 5
4"2"
67 4
8 8
03C1004-
040710
1411
06 02
13CONC. PAD AT LIGHT BOLLARD1-1/2" = 1'-0"-

PLAN VIEW
1 1234 1'-6"
1'-6"9"CLEQ.EQ.CL
5 5 24
04S1.11CONC. PAD; COLOR AND FINISH PER MATERIALS LEGENDADJACENT CONC. PAVING PER MATERIALS PLANLIGHT BOLLARD; REFER TO ELEC. SCHED. FOR FIXTURE TYPEPLANTING AREAFOOTING BELOW; REFER TO DETAILLUMINAIRE PROJECTION - SHALL NOT EXTEND INTO ADJACENTWALKWAY 3 6
6 CONC. RETAINING CURB @ FENCE1" = 1'-0"-
CONCRETE CURBFG/FS OF ADJACENT SURFACEVARIES PER CIVILFENCE/NETTING CONCRETECAISSON, REFER TOSTRUCTURAL/SPORTSFIELDSPECIALTIES DETAILWATERPROOFING WHEREPLANTING OCCURS, TYP PER#3 VERTICAL REBAR @ 12" OCMIN.#4 HORIZONTAL REBAR @ 12"OC MIN.FENCE/NETTING POST PER06-11L5.03 12S1.01
01SFS3
02SFS3
08 10

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
L5.01

CONSTRUCTIONDETAILS
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

PERSTRUCTURAL

PERSTRUCTURAL
02S1.11
CMU WALL CAP: 2"x8"x16". COLOR AND FINISH TO MATCHBLOCK. SEE LEGEND ON SHEET L0.01 FOR COLOR ANDFINISHCMU BLOCK: 8x8"x16" RUNNING BOND,COLOR AND FINISH PER LAYOUT AND MATERIALS PLAN.INTEGRAL COLOR GROUT PER SPECIFICATIONS. FILL ALLCELLS SOLID.FINISH SURFACE / FINISH GRADEEXPANSION JOINT AT VERTICLE SURFACEFOR CMU WALL AND FOOTING REINFORCING, SEEFOR CMU WALL WITH SCOREBOARD, SEECOMPACTED SUBGRADE PER GEOTECHNICAL REPORTNOTES:A.SEE DETAIL AT COTROL AT CMUWALL 521
4563 3 09- 02S1.12
CMU RETAINING WALL - 4' & HIGHER3/4" = 1'-0"-
3/4" DRAIN ROCK'MIRAFI' 140N FILTER FABRIC; LAP TOP 12" MIN.4" PERFORATED DRAINLINE INSTALLED WITHPERFORATION DOWN; REFER TO CIVIL PLANSFOR CONNECTION TO STORM DRAIN SYSTEMFINISH GRADE; SEE CIVIL GRADING PLANS FORFINISH SURFACE ELEVATIONS AND LANDSCAPEMATERIALS PLAN FOR ADJACENT SURFACECONDITION.SUBGRADE; COMPACTION PER GEOTECHNICALREPORT.FENCE OR GUARDRAILING POST PERNOTES:A.REFER TO SPECIFICATION FOR ADDITIONALINFORMATION NOT NOTED IN DETAIL.B.REFER TO STRUCTURAL DETAILS FOR ALL WALLREINFORCING SIZE AND SPACING.C.SEE DETAIL AT CONTROL AT CMU WALL 7891011

VARIESREFER TO CIVIL GRADING PLANPERSTRUCTURAL
123
4"
4 65 781'-0"11
10 119 1'-0"123456 02S1.118x2x16 CMU CAP; MATCH WALL BLOCK COLOR.SEE LEGEND ON SHEET L0.01 FOR COLOR ANDFINISHCMU BLOCK: 8x8x16 RUNNING BOND; COLOR ANDFINISH PER MATERIALS LEGEND.SEE 01/S1.12 FOR REINFORCING INFO.INTEGRAL COLOR GROUT; PER SPECS.FOOTING DIMENSIONS AND REINFORCEMENTPER STRUCTURAL DETAILS.FLUID APPLIED WATER PROOFING; APPLY 2COATS; FULL HEIGHT OF WALLPROTECTION BOARD OVER WATER PROOFING12 04L5.0504L5.08 09-
14-124'-9" EMBED @ TUBE STEEL FENCE2'-6" EMBED AT GUARDRAIL 10 08 02CMU WALL CAP3" = 1'-0"-
1 NOTE:A.CAP TO BE FLUSH WITH FACE OFWALL. MANUFACTURER TOCUSTOM CUT BRICK CAP ASNEEDED. 1 23
234
42" X 8" X 16" SOLID CAP. FROM RCP BLOCKAND BRICK OR EQUAL; COLOR AND FINISHAPPEARANCE TO MATCH FACE OF WALL.1" DRILLED DEPRESSION 3/4" DEPTH.3/8" DIA. X 8" ANCHOR BOLT @ 24" O.C. MAXMIN. 2 PER PIECE OF CAP. EPOXY INTO PLACEWITH HILTI HIT-HY 70(ICC ESR-2682)8"x8"x16" CMU. COLOR PER KEYNOTE LEGENDON SHEET L0.01.2"8" 14 2
123
3 02L5.014
15 04L5.016 5
PRECAST PAVER-TRUNCATED DOME TILES1-1/2" = 1'-0"SAME4
5117 88 99NOTE:A.TOTAL LENGTH OF TRUNCATED DOME TILES PERPLAN.B.TRUNCATED DOME TILES ARE TO CONFORM TOSTATE ACCESSIBILTY STANDARDS. CONTRACTORTO VERIFY STANDARDS PRIOR TO INSTALLATION.C.DETECTABLE WARNING SURFACES SHALLCONTRAST VISUALLY WITH ADJACENT WALKINGSURFACE. EITHER LIGHT ON DARK OR DARK ONLIGHT. 4'-0"4" TYP.

2.3"-2.4"2.3"-2.4"0.9-0.92"0.45-0.47"

SECTION
PLAN0.2"10 10
3"MIN.9"MIN.45°11 7
P.O.T DIRECTIONPRE-CAST TRUNCATED DOME TILES BY WAUSAU TILE.COLOR TO BE FEDERAL YELLOW (33538) OF SAEAMSSTD-595A. SHALL COMPLY WITH CBC 11B-247,11B-250, 11B-705MORTAR SETTING BED PER MANUF.CONCRETE PAVING PERBASE MATERIAL AND COMPACTED SUBGRADE PERGEOTECHNICAL REPORTEXPANSION JOINT PERNOT USEDFINISH SURFACEADJACENT PAVING5/8" SMOOTH STEEL DOWEL X 12" AT X 18" O.C. FORVEHICULAR USE "SPEED DOWEL". SEE SPECS.CONCRETE CURB PER CIVIL DWGS.#4 REBAR AT 18" O.C. EACH WAY

2.3"-2.4"285
PER STRUCTURALA. LIGHT POLE BASE IN PAVING
POLE BASE COVER. REFER TOELECTRICAL PLANS FOR ADDITIONALINFORMATION.2FINISH GRADE @ PLANTING.34567814" RADIUS TYPICAL.6 C.I.P. CONCRETE CAISSONDIMENSIONS ANDREINFORCING PERSTRUCTURALFINISHED SURFACE PER MATERIALS ANDLAYOUT PLAN3 2"5
7 B. LIGHT POLE BASE IN PLANTINGPOLE LIGHT FOOTING1" = 1'-0"SCALE BASE PLATE AND ANCHOR BOLTSPER POLE MANUFACTURER SPEC'S.9 LIGHT POLE PER ELECTRICAL PLANS.14"
AT PLANTING CONDITION - TOP 4" OFCONCRETE FOOTING TO BE SQUAREAND TRANSITION TO CIRCULAR BASE. 14 PER STRUCTURAL
3" TYP.SHRUBAREA8

PER STRUCTURAL

PER STRUCTURAL
921(AT SHRUB)
01S1.11
6 BASE MATERIAL & COMPACTED SUBGRADEPER THE GEOTECHNICAL REPORT.

CONTROL JOINT @ CMU WALL1 1/2"" = 1'-0"CTL JT @ CMU
PLAN VIEWDETAIL A A-CMU WALL16" TYP.HOLD 3/8" CLR.

HOLD 3/8" CLR. SPACENOTES:1. PROVIDE VERTICAL REINFORCEMNET AT END CELLS IN CMU WALL.2. SEE STRUCTURAL FOR ADDITIONAL INFORMATION3. GROUT TO MATCH BLOCK4. PROVIDE JOINTS SPACED AT 20'-0" O.C.

BACKER ROD ANDSEALANT EACH SIDE WITH3/8" EXPANSION MATERIAL 09 TYP.2"2"
67854763812
54321CMU WALL; REFER TO MATERIAL PLANFOR FINISH AND COLORADJOINING WALL, BUILDING OR OTHERVERTICAL SURFACEBACK EDGE OF WALL2" X 2" REVEAL. FINISH ALL EXPOSEDEDGES TO MATCH FACE OF WALLCOLD JOINTBACK EDGE OF REVEAL. REVEAL TOBE CONTINUOUS ON ALL SIDES OFWALL UNLESS OTHERWISEINDICATED ON PLAN OR ELEVATIONSINSIDE EDGE OF REVEAL1/8" TOOLED/STONED CORNERS ANDEDGES 2"
REVEAL AT END OF CMU WALL3" = 1'-0"03COMBINED CAISSON W/ (2) POSTS1"=1'-0"-LPA190403EXEMPT FROM DSA SS REVIEW CONCRETE CAISSON PERMETAL PICKET GATE POST PER#3 TIES @ 8" O.C. ALTERNATE 135 DEGREE HOOKSALONG PERIMETER OF CAISSON(4) #4 LONG. BARS W/ STD. 90 DEGREE HOOK1 2'-6"3" CLR.
03-19L5.0123
312TYP.
4 4TYP.
11 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

CONCRETE FREE-STANDING WALL PER MATERIALS PLAN. REFER TOKEYNOTE LEGEND FOR COLOR & FINISH1/8" EASED EDGE RADIUS, TYP. ALL EDGES. NO CHAMFERSFINISH SURFACE/FINISH GRADEOVER-EXCAVATION, SUBGRADE SCARIFICATION/COMPACTION SHALL BEPER GEOTECHNICAL REPORTEXPANSION JOINT PER#4 @ 12" O.C.TOP OF WALL PER CIVIL GRADING PLAN(3) #4 CONTINUOUS AT TOP AND BOTTOM#4 @ 12" O.C. EACH WAY AND EACH FACE 2'-0" 88 08L5.0199 3" CLR.TYP.
6 EQ.EQ.8 14-
TYP.
3/4"3/4"

CONCRETE WALL REVEALSFULLSAME
REVEAL @ COLD JOINTREVEAL1/16"
3/4"
1/16"1/16"TYP.TYP.TYP.
3/4"
CONCRETE WALL PER MATERIALS PLAN.COLD JOINT.1/8" TOOLED/STONED CORNERS & EDGES.NOTES:A. PROVIDE REVEAL @ ALL COLD JOINTS.B. REVEAL SHOULD BE CONTINUOUS ON SIDES & TOP OF WALL, UNLESS OTHERWISE NOTED ON PLAN OR ELEVATION.C. REFER TO PLANS & ELEVATIONS FOR JOINT SIZE & LOCATION.D. ALIGN ALL FORM JOINTS W/REVEALS. CUSTOM CUT FORMS AS REQUIRED. 123
3 11 13
2 TYP.TYP. 1/2"

ASREQUIRED

INFILL AT SNAP TIE VOIDFULL-
12345
NOTES:A.ALL SNAP TIES TO BE ALIGNED VERTICALLY ANDHORIZONTALLY ALONG THEIR CENTERLINES.B.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SNAP TIELAYOUT TO LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.

FACE OF WALLAS REQUIREDVOID FROM SNAP TIE CONEQUICK SET HYDRAULIC NON-SHRINK CEMENTSNAP TIE - CUT FLUSH WITH BACK OF CONE VOID12345 1114

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
12 CONSTRUCTIONDETAILS
L5.03

EQ.EQ.1'-0"56
73123456
78A.PROVIDE EXPANSION JOINT @ ± 20' O.C.W/ TOOLED CONTROL JOINTS AT ± 5' O.C.NOTES:
6"24
FLUSH CONCRETE CURB; REFER TOMATERIALS PLAN FOR FINISH AND COLOR.FINISH GRADE/ FINISH SURFACE; REFER TOMATERIALS PLAN FOR ADJACENT SURFACEMATERIALFENCE POST FOOTINGFENCE POSTEXPANSION JOINT ATVERTICAL SURFACE1/4" RADIUS, TYP. (2) #3 REBAR CONTINUOUS
1 2 1/2" @ SHRUBS/GROUNDCOVER1" @ TURF
1 1/2" = 1'-0"CONCRETE FLUSH CURB ATFENCE POST-
8TYP.TYP.
08L5.0110L5.09
ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

EQ. RISERS5
11 04L5.06
2 4
4SLOPE TODRAIN 1%;TYP.90°3711
698
1'-0"TYP.1'-6"TOP TREAD9"MIN.1'-0"
3"CLR.9"MIN.TYP.12
L5.04CONSTRUCTIONDETAILS- 04
0814
CONCRETE MOW CURB3" = 1'-0"NOTES:A.PROVIDE SCORE JOINT EVERY 10'-0" OR TO ALIGN WITH PAVINGJOINTS & EXPANSION JOINT EVERY 30' & AT EVERY CHANGE INDIRECTION CONCRETE CURB; REFER TOMATERIALS PLAN FOR FINISH.PLANTING AREA;TOP OF BARK MULCH OR TURF. #4 CONTINUOUS HORIZONTALREINFORCING.AMENDED TOP SOIL; FIN. GRADEADJACENT TO CONC. BAND:1" BELOW CONC. BAND AT TURF.2" BELOW CONC. BAND AT SHRUBAND GROUNDCOVER AREA.1/4" TOOLED RADIUS; TYP. ATBOTH SIDES OF BAND.COMPACTED SUBGRADE;PER GEOTECH REPORT.123 456 10- 1 24 3TYP.TYP.
8"
6"5
6 04L5.0107CONC. FLUSH CURB @ CORNER3"=1'-0"-
1 90°1
2 04L5.01SIM.NOTE:A.PROVIDE EXPANSION JOINT AS SHOWN AT ALLCHANGES IN DIRECTION.3 04L5.01SIM. 3 2CONCRETE MOW CURBEXPANSION JOINT, SEESAWCUT, SEEPLAN VIEW 10 PLAN
STAIR NOSING6" = 1'-0"-
CONCRETE STAIRS PERBALCO R-300 SINGLE COMPONENT STAIR NOSING, COLOR TOBE BLACK WITH MILL ALUMINUM FINISH1/2" RADIUS @ TREAD NOSEEDGE OF STAIRSANCHOR PER MANUFACTURER01- 3"1"
1/4"
12345
1"3"
112
23 45SECTION

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
13 CONSTRUCTIONDETAILS
L5.04

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

TOP OF RAMP
BOTTOM OF RAMPNOTES:A.ALL COMPONENTS ARE TO BE STAINLESS STEEL, SEESPECS.B.GRIND ALL WELDS SMOOTH.C.1/8" EDGES TYPICAL ALL CORNERS.D.COLD GALVANIZED ALL FIELD WELDS.E.ALL HANDRAILS TO BE 4" MIN. FROM ADJACENT VERTICALSURFACE UNLESS OTHERWISE NOTED ON PLAN.F.PROVIDE HANDRAILS ON BOTH SIDES OF RAMP, TYPICAL

1.66" O.D. SCH. 40 STAINLESS STEEL PIPE.NOT USED1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL POST.1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL BOTTOM RAIL.CONCRETE PAVING; FINISH GRADEPOST EMBEDMENT IN CONCRETE THICKENED EDGEBASE MATERIAL AND COMPACTED SUBGRADE PER GEOTECHNICAL REPORT.BASE PLATE TYP. ALL POSTS.TOP OF RAMP/BOTTOM OF RAMP RAMP1:12 SLOPE MAX.
8 TYP.

TYP.

END05L5.07MID
04 02
3" TYP.

PER ELEVATION
3'-6"11L5.073" 4" O.C.MAX,TYP.

UNO ON ELEVATIONS
3/4" X 3" SOLID STOCK STEEL TOP RAIL.1-1/2" x 1/2" SOLID STOCK STEELINTERMEDIATE RAIL.1-1/2" x 3/4" SOLID STOCK STEEL POST.1/2" x 1/2" SOLID STOCK STEEL PICKETS1-1/2" x 1/2" SOLID STOCK STEEL BARBOTTOM RAIL.BASE PLATE TYP. ALL POSTS.CMU RETAINING WALLFINISH GRADE NOTES:A.ALL COMPONENTS ARE TO BE HOT DIPPEDGALVANIZED STEELB.GRIND ALL WELDS SMOOTH.C.1/8" EDGES TYPICAL ALL CORNERS.D.COLD GALVANIZED ALL FIELD WELDS. 3" 3"3'-6"2'-6" EMBEDEQ.EQ.1'-0"
11L5.07 07L5.07
GUARDRAIL3/4"=1'-0"-
2'-6" EMBED

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
14 CONSTRUCTIONDETAILS
L5.05

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

POSTS EQUALLY SPACED4'-0" O.C. MAX
10- 02-
11L5.071234561254
463 NOTES:A.ALL COMPONENTS ARE TO BE SCHEDULE 40GALV. STEEL, SEE SPECS.B.GRIND ALL WELDS SMOOTH.C.1/8" EDGES TYPICAL ALL CORNERS.D.COLD GALVANIZED ALL FIELD WELDS.E.ALL HANDRAILS TO BE 4" CLEAR MIN. FROMVERTICAL SURFACE.

1.66" O.D. SCH 40 STAINLESS STEEL PIPE.1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL POST.3" DIA. X 1/4" THICK STAINLESS STEEL BASE PLATEFINISH SURFACECAST IN PLACE, CORE DRILL, OR PROVIDE KNOCKOUT.SET POSTS W/ NON SHRINK GROUT.C.I.P. CONCRETE STAIRS. PER 08/L5.04TYP.RAMP HANDRAIL EMBEDMENT1 1/2" = 1'-0"- 1'-0"3"14 3
5 1234511L5.07 66 NOTES:
"X"
TOP OF RAMP1.66" x 3/4" THICK SOLID STAINLESS STEEL POST.FINISH SURFACE.1-1/2" x 3/4" THICK SOLID STOCK STANLESS STEELBOTTOM RAIL.CONCRETE PAVINGBASE MATERIAL AND COMPACTED SUBGRADE PERGEOTECH REPORTCAST IN PLACE, CORE DRILL OR PROVIDE KNOCKOUT.SET POSTS WITH NON SHRINK GROUT PER 8"45°4" 02-
10 08 02
15 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

END ELEVATIONSIDE ELEVATION
5 1.66" O.D. SCH. 40 STAINLESS STEEL PIPE1-1/2" X 34" THICK SOLID STOCK STAINLESS STEEL POST.CONTINUOUS FILLET WELDWELD ALL AROUND, GRIND SMOOTH.1/8" MIN. RADIUS, TYP.12345 05-NOTE: MID RAIL CONNECTION, SEE3"EQ.EQ. 3"EQ.EQ.

BASE PLATE PLAN ENLARGEMENT FULL-
5 63421
5 123456
3" CLR.3" CLR.3/4"3/4" 1/8" THICK SOLID STOCK STAINLESS STEEL PLATE.BLACK PVC SHIM BELOW.CAST INTO PLACE, CORE DRILL, OR PROVIDE KNOCKOUT.SET POST W/ NON SHRINK GROUT.STEEL POST PER HANDRAIL: GUARDRAIL:FACE OF WALL. WIDTH PER PLAN.CONTINUOUS WELD ALL FOUR SIDES OF POST TOP SIDEOF PLATE ONLY.04L5.0604L5.05 EQ.EQ.3"
3"

BASE PLATE ENLARGEMENTFULL-
1/4"TYP.
07-13
4526781234 56781-1/2" x 3/4" THICK SOLID STOCK STAINLESSSTEEL BOTTOM RAIL, WHERE OCCURS.1-1/2" x 3/4" THICK SOLID STOCK STAINLESSSTEEL POST.CONTINUOUS G.T.A.W. FILLET WELD, TYP.CONCRETE PAVING.3" DIA. X 1/8" SOLID STOCK PLATE. SLOPEW/ GRADE @ RAMP.1/8" THICK BLACK PVC SHIM.CONTINUOUS FILLET WELD. FOUR SIDESOF POST-ON TOP SIDE OF PLATE ONLY.EMBED INTOSTAIRS/PAVING, SEE02L5.0610L5.0611 HANDRAIL MID CONNECTION-D16"=1'-0"- 123
1233SECTIONELEVATION
3/4"3/4"1EQ.EQ.2
2"CUT AND GRINDSMOOTH FROMONE SINGLEPOST1"CUT ANDGRINDSMOOTHFROMONESINGLEPOST

1.660" O.D. SCH. 40 STAINLESS STEEL PIPE.CONTINUOUS 1/4" FILLET WELD BOTTOM SIDE ONLY.1-1/2" x 3/4" THICK SOLID STOCK STAINLESS STEEL 'SINGLE' POST. (WELDINGOF POSTS TOGETHER SHALL NOT BE ACCEPTABLE)05

NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION
conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
16 CONSTRUCTIONDETAILS
L5.07

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

TUBULAR STEEL GATE POST: 4" @ PEDESTRIAN GATE, 6" @ VEHICULARGATE1-3/4" SQ. TUBULAR STEEL GATE FRAMEADJACENT WALL OR FENCE, REFER TO ELEVATIONADJACENT VEHICULAR GATE OR FENCE, REFER TO ELEVATIONFINISH SURFACEBASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORTTUBULAR STEEL POST CAP PER1-3/4" SQ. TUBULAR STEEL BOTTOM RAILLOCINOX MAMMOTH-HD 180° HINGE12 GA. STEEL GALVANIZED KICKPLATE PERPANIC HARDWARE ON INSIDE OF GATE. VON DUPRIN,SERIES 98 PERPERFORATED SHEET METAL INSTALL AT GATE AND 24" WIDE ON ADJACENFENCE OR GATE PANEL WHERE OCCURS, PER 08L5.0911L5.09
04-10L5.09
14L5.09
04L5.09
1202L5.0911 02L5.10
05L5.09
3"CLR.
10"MIN.TYP.
101147 3
CLCL
SWING GATE ENLARGEMENT3/4"=1'-0"-
12"1" MIN/3" MAX
2 1/4"4" SQ. POST PER MANUFACTURER @ ALL ENDS & CHANGES IN DIRECTIONS.(UNLESS OTHERWISE NOTED @ GATES)EXTRA HEAVY DUTY HINGES. FINISH, COATING, & COLOR TO MATCH GATE.(TOP, MIDDLE, AND BOTTOM)WELDED TUBULAR STEEL CAP PER1-3/4" SQ. TUBULAR STEEL SIDE FRAMES1-3/4" SQ. TUBULAR STEEL TOP RAIL1" SQ. TUBULAR STEEL FENCE PICKET PER MANUFACTURER1-3/4" SQ. TUBULAR STEEL BOTTOM RAILFINISH SURFACESTEEL GALVANIZED KICKPLATE PER4-11/16" O.C. MAX EQUALLY SPACEDMITRE ALL CORNERS NOTES:A.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM.B.ALL WELDS SHALL BE 1/8" CONTINUOUS FILLET OR FULL DEPTH PARTIALPEN. BUTT WELD ALL JOINTS. GRIND SMOOTH PRIOR TO GALVANIZING.C.FIELD GALVANIZE ALL FIELD WELDS.D.ALL TUBULAR STEEL PICKETS & POSTSSHALL HAVE WELDED TUBULAR STEEL CAPS PERE.ALL TUBULAR STEEL MEMBERS TO BE HSS 316" MIN. EXCEPT PICKETS. ALLPICKETS TO BE TUBE STEEL 14 GA.F.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FORROLLING GATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWESTADJACENT GRADE ARE EXEMPT FROM WELDING SPECIAL INSPECTION. 10 123456789101198
65 3421 08L5.0911L5.0908L5.096711124
TYP. @PICKETS1/16TYP. @GATEFRAMEAND POST1/81/8 (3)SIDES 1"1'-0"9"

FINISH SURFACE
EQ.EQ.EQ.EQ.METAL GATE

TOP VIEW
1 1/2"x 1 1/2"x 1 1/2" LONGANGLE-PUNCH 5/8" HOLEFOR CANE BOLT & SLOT ATTOP ANGLE, 4 TYP. CANEBOLT TO ACCOMODATEKNOX PAD LOCKS. 6"
CANE BOLT3" = 1'-0"-
1/4" LONG 3/16" STL.ROD-WELD TO CANE BOLT1/2" DIA. x 18" LONG CANEBOLT (2 TYP.)7/8" DIA.GALVANIZED PIPESLEEVE SET IN CONCRETE.

NOTE:1.ALL HARDWARE FINISH &COLOR TO MATCH GATE.2.PROVIDE FIRE DEPT. APPVD.LOCK FOR EACH CANE BOLT.LOCKS TO BE KEYED THESAME. PROVIDE DUPLICATEKEYS FOR OWNER.3.PROVIDE SLEEVE FOR BOTHOPEN AND CLOSEDPOSITION.(TYP. ALL GATES)4.CONCRETE BATCH PLANTINSPECTION IS NOTREQUIRED. 12345665 43212
15" MIN.10"1/2"
TUBULAR STEEL DOUBLE PEDESTRIAN GATE1/2"=1'-0"-
NOTES:A. ADDITIONAL INFORMATION PERB.ALL COMPONENTS TO HAVE A SHOP APPLIED POLYURETHANE PAINT SYSTEM.C.OPEN-MESH GATES WITH MAXIMUM LEAF SPAN OR ROLLING SECTION FOR ROLLINGGATES OF 10'-0" & APEX HT. LESS THAN 8'-0" ABOVE LOWEST ADJACENT GRADE AREEXEMPT FROM WELDING SPECIAL INSPECTION. 12345678910
512
8'-0" MAX.
327PER ELEVATION
4 10"MIN.2"MAX.
1199
3'-0"
3"MAX.
1" SQ. TUBULAR STEEL FENCE PICKET - MATCH FENCE PICKET1-3/4" SQ. TUBULAR STEEL GATE FRAMES4-11/16" O.C. EQUALLY SPACEDFINISH SURFACEBASE MATERIAL & COMPACTED SUBGRADE PER GEOTECH REPORT4" SQ. TUBULAR STEEL POST FLAT CAP PER MANUFACTURER1-3/4" SQ. TUBULAR STEEL BOTTOM RAILADJACENT FENCING PERLOCINOX MAMMOTH-HD 180° HINGE12 GA. STEEL GALVANIZED KICKPLATE PERDOUBLE CANE BOLE PERSLIDE BOLT PER04- 11L5.09 04-1217-14-3"CLR.
8 2'-0"MIN.
10 12 09-TYP.TYP.1 TYP.TYP.1'-3"6'-0"
7METAL PANEL GATE3" = 1'-0"-
7/8" PIPE SLEEVES- WELD TOGATE FRAME AND FOR FULLLENGTH OF PIPESTEEL GATE FRAME 3/4" DIA. ROD4"1"2"5"4"
6 1/2"6 1/2"
10" CLR.

SLIDE BOLT17
123" SQ. 1/4" TUBULAR STEEL LINE POSTCHANNEL RAIL, BRACKET, & PICKET TOMATCH FENCE PANEL W/ STRAIGHTPICKETS; REFER TO DTL. 3'-0" MAXPER ELEV.
6'-0"
TUBE STEEL CANTILEVER PANEL1/2"=1'-0"-
1 433END POST FOOTING;REFER TO DETAILFINISH GRADE404L5.0810L5.09WITH STRAIGHT PICKETS 2 166810
23 4 793" MAX
1 12'-0"CLR.
10L5.09
1234567891004-NOTES:A.ALL COMPONENTS TO HAVE A SHOPAPPLIED POLYURETHANE PAINT SYSTEM.B.OPEN-MESH GATES W/MAXIMUM LEAFSPAN OR ROLLING SECTION FORROLLING GATES OF 10'-0" & APEX HT.LESS THAN 8'-0" ABOVE LOWESTADJACENT GRADE ARE EXEMPT FROMWELDING SPECIAL INSPECTIONTUBE STEEL VEHICULAR GATE1/2"=1'-0"14- 8'-0"
1" SQ. TUBE STEEL PICKETS1-3/4" SQ. TUBE STEEL SIDE FRAMES4-11/16" O.C. MAX. EQUALLY SPACED1-3/4" SQ. TUBE STEEL TOP RAIL,ALIGN WITH TOP OF PICKETS OFADJACENT FENCEFINISH SURFACEBASE MATERIAL AND COMPACTEDSUBGRADE PER GEOTECH REPORT4" SQ. TUBULAR POST FLAT CAP PERMANUFACTURER1-3/4" SQ. TUBULAR STEEL BOTTOMRAILADJACENT FENCING, SEELOCINOX MAMMOTH-HD 180° HINGE5 ICS1.11 TYP.
10 NOT FORE REGULATORYAPPROVAL, PERMITTING ORCONSTRUCTION conditions. LPA is not res
pancies between the projec
sting conditions.
.

LICENSED LANDSCA PE ARCHITECT

STATE OF CA L I FORNIA
JEFFREY K. YA MA MOTO No. 5030

RENEWAL DATE

SIGNATURE
DATE
07/31/2023
06/15/2023
07/31/2025
04/30/2024
17 CONSTRUCTIONDETAILS
L5.08

ARCHITECTURE ENGINEERING INTERIOR DESIGNLANDSCAPE ARCHITECTURE PLANNING949-261-1001 OfficeLPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Job NumberChecked ByScaleThis document and all other project documents, ideas,aesthetics and designs incorporated therein areinstruments of service. All project documents arecopyright protected, are the property of LPA, Inc. (LPA)and cannot be lawfully used in whole or in part for anyproject or purpose except as set forth in the contractualagreement between LPA and its Client. The unauthorizeddisclosure and/or use of the project documents (includingthe creation of derivative works), may give rise to liabilityfor copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give riseto the recovery of monetary losses and damagesincluding attorney fees and costs for which theunauthorized user will be held liable.Project documents describe the design intent of the workand are not a representation of as-built or existingconditions. LPA is not responsible for any discrepanciesbetween the project documents and the existingconditions.© LPA, Inc.

Carlsbad City CouncilSeptember 10, 2024

Carlsbad City Council
September 10, 2024