2025-10-21; City Council; 05; Adoption of Plans, Specifications, Contract Documents, Authorization to Advertise for Bids for the Veterans Memorial Park Project and the Faraday Avenue Improvements Proj — Carlsbad City Council, October 21, 2025 (part 20 of 21)

LINE SIZE AND THE PORTION OF PIPE LOCATED
IN CMU WALL SHALL BE WRAPPED WITH 10MIL

BLACK TAPE
- WASTE PIPE: THE FIXTURE WASTE LINE
SHOULD BE BORED A 1/2" LARGER THAN
REQUIRED LINE SIZE.

CMU INTERSECTION DETAIL
SCALE: 1" = 1'-0"

TYPICAL

HORIZONTAL

REBAR PER
DETAIL 1/S8.2
8" TO 8" MORTAR JOINT

TYPICAL HORIZONTAL REBAR
PER DETAIL 1/S8.2 WITH
ALTERNATING 90° BEND

TYPICAL VERTICAL REBAR
PER DETAIL 1/S8.2
SPLICE LAP W/ 90° BEND
4 8" CMU REBAR PLACEMENT
SCALE: 1" = 1'-0"
8" SMOOTH 2009 IBC
NOTE: REBAR INSTALLED AS PER ACI 530-11

INSIDE OF WALLOUTSIDE OF WALL
REBAR PLACEMENT FOR:
-ABOVE & BELOW MAJOR
OPENINGS (>2'-0" WIDE)
-TOP COURSE OF CMU WALL
1 3/4"
3 3/4"
1 3/4"

HORIZONTAL
(2) # REBAR

VERTICAL
# REBAR
3 CMU CORNER DETAIL
SCALE: 1" = 1'-0"

MORTAR JOINT

TYPICAL HORIZONTAL REBAR
PER DETAIL 1/S8.2
WITH ALTERNATING 90° BEND
TYPICAL (2) VERTICAL REBAR
PER DETAIL 1/S8.2

TYPICAL HORIZONTAL REBAR
PER DETAIL 1/S8.2
SPLICE LAP WITH 90° BEND
8" CMU BLOCK WALL
24" - 30" OVERLAP
1 CMU CORNER

WALL DETAIL
1 CMU REBAR LAYOUT DETAIL
SCALE: 1/2" = 1'-0"
VERTICAL # REBAR @ "oc
HORIZONTAL # REBAR @ "oc
# REBAR EACH SIDE OF

OPENINGS
(1) ADDITIONAL 8'-0" # REBAR EXTEND
24" BEYOND DOOR OPENINGS
(2) # REBAR @ TOP COURSE
NOTE: HORIZONTAL REBAR TO GO

AROUND VERTICAL REINFORCEMENT

WITH STANDARD BEND AT ALL CORNERS,

AND HORZ REBAR TO BEND UP OR DOWN

AND LAP VERTICAL REBAR AT ALL OPENING
LOCATIONS AS PER DETAILS ON S8.3
F.F.
2 S8.3
3 S8.3
1 S8.3

CMU END

WALL DETAIL
TYP. REBAR

PLACEMENT DETAIL
1st COURSE

HORIZONTAL

REBAR BEND UP
NOT SHOWN: (2) # REBAR ABOVE &

BELOW MAJOR OPENINGS EXTEND
24" BEYOND OPENINGS (>2'-0" WIDE

EXCEPT DOOR OPENINGS)
(2) VERTICAL #

REBAR CONT

TYPICAL HORIZONTAL REBAR
WITH 90° BEND DOWN
PER DETAIL 1/S8.2

CUT NOTCH IN BLOCK

AS NEEDED FOR REBAR

EMBEDMENT

CMU WALL END DETAIL
SCALE: 1" = 1'-0"

MORTAR JOINT
2 S8.4

STRUCTURAL CONCAVE

WALL DETAILS
"FINAL"

ROMTEC SCOPE OF SUPPLY AND

DESIGN SUBMITTAL

THE CMU BLOCK LAYOUT SHALL BE PER
THE BLOCK LAYOUT PLANS IN THE:

A
B
C
D 1

STRUCTURAL CMU PLAN
SCALE: 1/4" = 1'-0"

WALL TYPE SCHEDULE
8" REINFORCED CONCRETE

MASONRY BLOCK WALL WITH

MORTAR JOINTS, GROUTED SOLID
ALL CELLS RUNNING BOND PATTERN.
1 S8.3
8" CMU

CORNER,
TYP.
2 S8.3
8" CMU

WALL END,
TYP.
4 S8.3
8" TO 8" CMU

INTERSECTION,
TYP.

A
S8.5
C
S8.7
B
S8.6
D
S8.7
1 A3.1
1 S8.4

CAST IN
PLACE
WALL, TYP.

STONE VENEER

CORNERS

STONE VENEER SHALL BE

INSTALLED PER

MANUFACTURER DIRECTION
11 7/8"
#4 REBAR CONTINUOUS
9" O.C. EW
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN
SCALE: 1/2" = 1'-0"

CAST IN PLACE WALL DETAIL
24"
8" FROM FACE

STONE VENEER SIDING

OVER CAST IN PLACE

CONCRETE WALLS
#4 REBAR T&B
CONTINUOUS 9" O.C. EW
VERT. #5 REBAR 18" O.C.

EACH FACE
HORZ. #4 REBAR 18" O.C.

EACH FACE
1/2"-3/4" THICK BED OF TYPE S

GRAY MORTAR, APPLIED

DIRECTLY OVER CLEAN,
UNPAINTED CMU BLOCKS.
3/8"± MORTAR JOINT

DIMENSION VARIES

PER PLAN
1 #5 VERTICAL BARS @ 16" O.C. AND
#4 HORIZONTAL BARS @ 16" O.C.

Di
S8.7
3 11/14/2024 CR UPDATING PER STRUCTURAL
09/10/2025
CIP4609 DWG546-1A
Sheet 315 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAT NOT BE REPRODUCED, APAPTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAT BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS ANP DRAWINGS MAT NOT BE REPROPUCEP, APAPTEP OR FURTHER PISTRIBUTEP, ANP NO BUILDINGS MAT BE CONSTRUCTEP FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REPROPUCEP, APAPTEP OR FURTHER PISTRIBUTEP, ANP NO BUILDINGS MAT BE CONSTRUCTEP FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE PLANS ANP DRAWINGS MAT NOT BE REPROPUCEP, APAPTEP OR FURTHER PISTRIBUTEP, ANP NO BUILDINGS MAT BE CONSTRUCTEP FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

VETERANS MEMORIAL PARK

SOUTH BLDG

CARLSBAD, CALIFORNIAC)
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S8.5

STRUCTURAL

CMU WALL ELEVATIONS
S8.6

STRUCTURAL

CMU WALL ELEVATIONS
S8.7

STRUCTURAL

CMU WALL ELEVATIONS
S8.8

STRUCTURAL

CMU WALL ELEVATIONS
12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg STRUCTURAL PLAN & DETAILS8
1 2
3 7
C
CMU ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
A
CMU ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
B
CMU ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
Di
CMU ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
9'-11 3/16" CMU @ GABLE WALL
32'-8"5'-4"
FG FG
FG
9'-11 3/16" CMU @ GABLE WALL
FG FG
FG
9 8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN
8" X 16" CMU CONCRETE BLOCK

WALL FULLY REINFORCED

RUNNING BOND PATTERN
10'-0"
3 S8.3

CMU REBAR
PLACEMENT, TYP.
#5 VERTICAL BARS @ 16" O.C. AND
#4 HORIZONTAL BARS @ 16" O.C.
1 S8.4

CAST IN
PLACE
WALL, TYP.
1 A5.2

DOOR HEADER,
TYP.
2 A5.2

DOOR JAMB,
TYP.
2 S8.3

CMU END
DETAIL, TYP.
3 S8.3

CMU REBAR
PLACEMENT, TYP.
10'-0"
32'-8" 5'-4"
3 S8.3

CMU REBAR
PLACEMENT, TYP.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 9'-11 3/16" CMU @ GABLE WALL
10'-0"
1 S8.3
8" CMU

CORNER,
TYP.
20'-8"
1 A5.2

DOOR HEADER,
TYP.
2 A5.2

DOOR JAMB,
TYP.
2 S8.3

CMU END
DETAIL, TYP.
13'-1 3/8" CMU @ GABLE WALL
3 S8.3

CMU REBAR
PLACEMENT, TYP.
20'-8"
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
#5 VERTICAL BARS @ 16" O.C. AND
#4 HORIZONTAL BARS @ 16" O.C.
1 S8.3
8" CMU

CORNER,
TYP.

D
ELEVATION VIEW- SOUTH BLDG.

SCALE: 1/4" = 1'-0"
20'-8"
FG
12 9
8'-8"
11 7/8"
9'-11 3/16" CMU @ GABLE WALL
1 S8.4

CAST IN
PLACE
WALL, TYP.654 7
1 A5.2

DOOR HEADER,
TYP.
2 A5.2

DOOR JAMB,
TYP.
2 S8.3

CMU END
DETAIL, TYP.
8 13'-1 3/8" CMU @ GABLE WALL
HB-1
8'-8"
9'-11 3/16" CMU @ GABLE WALL
8 13'-1 3/8" CMU @ GABLE WALL
6'-8"
M.O.
12'-8"
M.O.
10'-0"
3 S8.3

CMU REBAR
PLACEMENT, TYP.
2 A5.4
LINTEL DETAIL, TYP.
3 A5.4

DOOR CASING,
TYP.
1 S8.3
8" CMU

CORNER,
TYP.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 3 11/14/2024 CR UPDATING PER STRUCTURAL
09/10/2025
CIP4609 DWG546-1A
Sheet 316 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

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© 2025 INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED CF FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION CF ROMTEC, INC.

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ROOF CONNECTION DETAILS

ROOF FRAMING PLAN
S9.1

ROOF FRAMING PLAN
NOTE:

1. TWO-INCH (51 MM) DECKING SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 15 PERCENT. DECKING SHALL BE MACHINED WITH A SINGLE TONGUE-AND-GROOVE PATTERN. EACH DECKING PIECE
SHALL BE NAILED TO EACH SUPPORT.

2. EACH PIECE OF DECKING SHALL BE TOENAILED AT EACH SUPPORT WITH ONE 16d COMMON NAIL THROUGH THE TONGUE AND
FACE-NAILED WITH ONE 16d COMMON NAIL OR AS NOTED
OTHERWISE.

3. CONTROLLED RANDOM PATTERN THERE SHALL BE A MINIMUM
DISTANCE OF 24 INCHES (610 MM) BETWEEN END JOINTS IN
ADJACENT COURSES. THE PIECES IN THE FIRST AND SECOND

COURSES SHALL BEAR ON AT LEAST TWO SUPPORTS WITH END

JOINTS IN THESE TWO COURSES OCCURRING ON ALTERNATE
SUPPORTS. A MAXIMUM OF SEVEN INTERVENING COURSES SHALL
BE PERMITTED BEFORE THIS PATTERN IS REPEATED.
1 ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
A
B
C
D
1 A3.1

PEAK (ABOVE)
EAVE
GABLE FASCIA - 1 1/2" X 21"
GLULAM, TYP. (2)
24'-8" OVERALL
1 S10.1
EAVE

CONNECTION
2x6 V-EDGE TONGUE & GROOVE DECKING:

NAIL DECK BOARD TO GLULAMS & VERSA
LAMS W/ 16d x 3 1/2" NAILS (2) PER 2x6
DECK BOARD.
5/8" OSB SHEATHING:

ATTACH OSB TO DECKING w/ 16ga 1 1/2"
STAPLES @ 4"oc EDGE & 12"oc FIELD
2X4 BLOCKING NAILED TO

BACKSIDE OF EAVE & PEAK

TRIM TO FASTEN FIBER
CEMENT SHIPLAP SOFFIT, TYP.

FASTEN RIM BOARD TO EAVE
FASCIA W/ USP JL28IF-TZ_SL07D
HANGER UPSIDE DOWN [USING (11)
10d NAILS INTO HEADER & (6) 10dX
1 1/2" NAILS INTO JOIST] , TYP.

FASTEN GABLE FASCIA TO EAVE
FASCIA W/ USP JL28IF-TZ _SL07U
HANGER [USING (11) 10d NAILS INTO
HEADER & (6) 10dX 1 1/2" NAILS INTO
JOIST] , TYP.
1'-10 1/2"

OUTLOOKER
7'-2 7/8" BLOCKING
GLULAM 1 1/2" X 13 1/2" (13 13/16")
GLULAM 1 1/2" X 15" (13 15/16")
GLULAM 1 1/2" X 13 1/2"
GLULAM 1 1/2" X 12"
GLULAM 1 1/2" X 12" (11 3/8")
5'-8 1/4" BLOCKING 7'-2 7/8" BLOCKING 1'-10 1/2"

OUTLOOKER
20'-0" T&G 16'-7 1/8" T&G
16'-7 1/8" T&G 20'-0" T&G
2x6 V-EDGE TONGUE & GROOVE

DECKING CENTERED OVER GLULAM
RAFTERS,TYP.

FASTEN BLOCKING TO RIM
BOARD W/ USP MPA1 [USING (6)
8dX 1 1/2" NAILS INTO EACH
MEMBER] , TYP.

RIM BOARD - 1 1/2" X 16 1/2"
GLULAM, TYP. (2)
GLULAM 1 1/2" X 16 1/2" (16 3/16")
GLULAM 1 1/2" X 12"
GLULAM 1 1/2" X 13 1/2" (12 3/4")
GLULAM 1 1/2" X 13 1/2" (12 13/16")
GLULAM 1 1/2" X 13 1/2" (13 5/16")
GLULAM 1 1/2" X 15" (13 3/4")
GLULAM 1 1/2" X 13 1/2"
GLULAM 1 1/2" X 15" (14 1/4")
2 S10.1

GABLE CONNECTION
/12
SLOPE
1±
GLULAM 1 1/2" X 16 1/2" (16 5/16")
GLULAM 1 1/2" X 13 1/2" (13 7/8")
GLULAM 1 1/2" X 13 1/2" (12 7/8")
8'-0"5'-8 3/8" (NTS)
8'-0"5'-8 3/8" (NTS)
1 S10.3
8'-0" 8'-0"
12'-8"
24" X24" SKYLIGHT, TYP. (6)
EAVE

FASTEN RIM BOARD TO

PEAK FASCIA W/ USP
JL28IF-TZ_SL05U HANGER
UPSIDE DOWN [USING (11) 10d
NAILS INTO HEADER & (6) 10dX 1
1/2" NAILS INTO JOIST] , TYP.

FASTEN GABLE FASCIA TO

PEAK FASCIA W/ USP
JL28IF-TZ _SL05D HANGER
[USING (11) 10d NAILS INTO
HEADER & (6) 10dX 1 1/2" NAILS
INTO JOIST] , TYP.

RAFTER - 1 1/2" X 16 1/2"
GLULAM, TYP. (2)
1 1/2" GLULAM BLOCKING FASTEN
TO RAFTER W/ USP JL210IF-TZ
[USING (11)10d X 1 1/2" NAILS INTO
HEADER & (6) 10d X 1 1/2" INTO JOIST]
@ 48" O.C, TYP.
1 S10.2
PEAK

CONNECTION
3 11/14/2024 CR UPDATING PER STRUCTURAL
6 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 317 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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4ROMTEC #223-007
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVEP. THESE FLANS AND DRAWINGS MAY NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAM BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

SOUTH BLDS

CARLSBAD, CALIFORNIA
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAM NOT BE REPRODUCED, APAFTEP OR FURTHER DISTRIBUTED, ANP NO BUILDINGS MAM BE CONSTRUCTEP FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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S10.1

ROOF FRAMING

DETAILS
S10.2

ROOF FRAMING

DETAILS
S10.3

ROOF FRAMING

DETAILS

FASTEN GABLE RIM BOARD TO PEAK
FASCIA W/ USP JL28IF-TZ_SL05U [USING
(11)10d X 1 1/2" NAILS INTO HEADER & (2) 10d
X 1 1/2" INTO JOIST], TYP.

FASTEN GABLE FASCIA TO PEAK
FASCIA W/ USP JL28IF-TZ_SL05D [USING
(11)10d X 1 1/2" NAILS INTO HEADER & (2) 10d
X 1 1/2" INTO JOIST], TYP.
1 PEAK CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"

GABLE FASCIA GLULAM
1 1/2" X 18" FASTEN TO
T&G W/ 10d X 3" NAILS
@ 12"OC

GABLE OUTLOOKERS VERSA-LAM LVL

1.8E 2400 1 1/2" X 11 7/8" @ 24" O.C.

FASTEN TO GABLE FASCIA & GABLE RIM
BOARD W/ USP JL210IF-TZ [USING (11)10d X
1 1/2" NAILS INTO HEADER & (2) 10d X 1 1/2"
INTO JOIST] @ 24" O.C, TYP.

SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10d X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE
2X4 SOFFIT BLOCKING
SHIPLAP (9" EXPOSURE) SOFFIT

FINISH, EXTERIOR ONLY
1 1/2" X 13 1/2" GLULAM BLOCKING

FASTEN TO RAFTER W/ USP
JL210IF-TZ [USING (11)10d X 1 1/2" NAILS
INTO HEADER & (6) 10d X 1 1/2" INTO
JOIST] @ 48" O.C, TYP.

PEAK BLOCKING
GLULAM 1 1/2" X 10 1/2"
ROOF SHEATHING, SEE PLAN S9.1

FASTEN DECKING TO GLULAM,
SEE PLAN S9.1

SECURE RAFTER TO SILL
PLATE W/ USP MP34 EACH
SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

GABLE FASCIA GLULAM
1 1/2" X 18" FASTEN TO
T&G W/ 10d X 3" NAILS
@ 12"OC
1 EAVE CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"

SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10D X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.

GABLE OUTLOOKERS VERSA-LAM LVL

1.8E 2400 1 1/2" X 11 7/8" @ 24" O.C.

FASTEN TO GABLE FASCIA & GABLE RIM
BOARD W/ USP JL210IF-TZ [USING (11)10d X
1 1/2" NAILS INTO HEADER & (2) 10d X 1 1/2"
INTO JOIST] @ 24" O.C, TYP.
2X4 SOFFIT BLOCKING
SHIPLAP (9" EXPOSURE) SOFFIT

FINISH, EXTERIOR ONLY
1 1/2" X 12" GLULAM BLOCKING FASTEN TO RAFTER
W/ USP JL210IF-TZ [USING (11)10d X 1 1/2" NAILS INTO
HEADER & (6) 10d X 1 1/2" INTO JOIST] @ 48" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE

EAVE BLOCKING
GLULAM 1 1/2" X 12"
ROOF SHEATHING, SEE PLAN S9.1

FASTEN DECKING TO GLULAM,
SEE PLAN S9.1

SECURE RAFTER TO SILL PLATE W/
USP MP34 EACH SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

FASTEN GABLE RIM BOARD TO EAVE
FASCIA W/ USP JL28IF-TZ_SL07D [USING
(11)10d X 1 1/2" NAILS INTO HEADER & (2) 10d
X 1 1/2" INTO JOIST], TYP.

FASTEN GABLE FASCIA TO EAVE FASCIA
W/ USP JL28IF-TZ_SL07U [USING (11)10d X 1
1/2" NAILS INTO HEADER & (2) 10d X 1 1/2"
INTO JOIST], TYP.

INTERIOR WALL BLOCKING
GLULAM 1 1/2" X 12"
ROOF SHEATHING, SEE PLAN S9.1

FASTEN DECKING TO GLULAM,
SEE PLAN S9.1

INTERIOR WALL BLOCKING
GLULAM 1 1/2" X 13 1/2"
1 1/2" X 13 1/2" GLULAM BLOCKING

FASTEN TO RAFTER W/ USP
JL210IF-TZ [USING (11)10d X 1 1/2" NAILS
INTO HEADER & (6) 10d X 1 1/2" INTO
JOIST] @ 48" O.C, TYP.

SECURE INTERIOR WALL BLOCKING
TO SILL PLATE W/ USP RBC [USING
(6)10d X 1 1/2" INTO EACH MEMBER] @
24" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE
1 INTERIOR BLOCKING CONNECTION
SCALE: 1 1/2" = 1'-0"
2 GABLE CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"

SECURE RIM BOARD & EAVE/PEAK

BLOCKING TO SILL PLATE W/ USP
RBC [USING (6)10d X 1 1/2" INTO EACH
MEMBER] @ 24" O.C, TYP.
1/2" X 10" GALVANIZED
J-BOLT W/ 3" SQ. WASHER
AT 24" O.C. TO FASTEN
2X8 P.T. SILL PLATE

SECURE BLOCKING TO SILL PLATE W/
USP MP34 EACH SIDE [USING (4) 8d X 1 1/2"
INTO EACH MEMBER], TYP.

GABLE OUTLOOKERS VERSA-LAM
LVL 1.8E 2400 1 1/2" X 11 7/8"

FASTEN TO GABLE FASCIA & GABLE
RIM BOARD W/ USP JL210IF-TZ [USING
(11)10D X 1 1/2" NAILS INTO HEADER & (6)
10D X 1 1/2" INTO JOIST] @ 24" O.C, TYP.

SHIPLAP (9" EXPOSURE) SOFFIT

FINISH, EXTERIOR ONLY
5/8" OSB SHEATHING
OVER 2X6 T&G DECKING
RIM BOARD - 1 1/2" X 16 1/2" GLULAM
1 1/2" GLULAM BLOCKING FASTEN
TO RAFTER W/ USP JL210IF-TZ
[USING (11)10d X 1 1/2" NAILS INTO
HEADER & (6) 10d X 1 1/2" INTO JOIST]
@ 48" O.C, TYP.
12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg

ROOF CONNECTION DETAILS

ROOF FRAMING PLAN
S10.4

ROOF FRAMING

DETAILS

CONTRACTOR SHALL INSTALL SKYLIGHT IN STRICT ACCORDANCE
WITH INSTALLATION REQUIREMENTS OF SKYLIGHT MANUFACTURER. 2 SKYLIGHT SECTION
SCALE: 3/4" = 1'-0"

CAULKING
#14 - 1" WOODTITE
SCREW @ 8" O.C.

STANDING SEAM

METAL ROOFING
3" MIN
#12 x 3" WOOD SCREW @ 12" OC
2" x 6" WOOD FRAME

SKYLIGHT WOOD FRAME
5/8" OSB SHEATHING
OVER 2x6 T&G DECKING

MOUNTING BRACKET FURNISHED
W/ SKYLIGHT #9 x 3/4" GRABBER

IN HOLES PROVIDED

FLASHING KIT FURNISHED

W/ SKYLIGHT

SIDE FLASHING, TYP
24" x 24" VELUX FS-D26-2004 SKYLIGHT
1 SKYLIGHT, CURB & FLASHING
SCALE: 3/4" = 1'-0"
2 S10.4

STANDING SEAM METAL ROOFING

INSTALLER SHALL LOCATE &

FOLLOW DIRECTIONS PROVIDED

FROM MANUFACTURER
6 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 318 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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BYREV DATE DESCRIPTIONPROJECT:
on ROMTEC
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. \ \/ /
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VETERANS MEMORIAL PARK

SOUTH BLDG

CARLSBAD, CALIFORNIA
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11 © 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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10/10/25

PLUMBING SCHEDULE
P2

PLUMBING PLAN
GENERAL PLUMBING NOTES:

1. ALL PIPE ( WATER, SEWER, VENT), JOINTS, AND WORK SHALL CONFORM TO 2022 CALIFORNIA PLUMBING CODE AND LOCAL CODES.

2. CONTRACTOR TO CONFIRM LOCATIONS OF SEWER AND WATER TIE-INS

3. CONTRACTOR TO SOLIDLY BRACE ALL PIPING TIGHT AGAINST WALLS. FOR LONG OR COMPLICATED

RUNS, SECURELY MOUNT USING UNISTRUT, IN STRAIGHT AND UNIFORM MANNER FOR FINISHED APPEARANCE. PIPING SHOWN IS DIAGRAMMATIC ONLY AND ACTUAL DESIGN BY CONTRACTOR.

4. CONTRACTOR MAY CHANGE PIPE SIZING IN FIELD TO PROVIDE ADEQUATE WATER PRESSURE TO ALL PLUMBING FIXTURES AS APPROVED BY INSPECTOR. ROMTEC BUILDINGS ARE DESIGNED TO HAVE 40-60 PSI WATER PRESSURE FOR THE PLUMBING FIXTURES. IF THE SITE HAS A PRESSURE OTHER THAN

THIS, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE THE PRESSURE REDUCER OR BOOSTER PUMP NECESSARY.

5. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR GRAVITY DRAINING ALL PLUMBING FIXTURES TO SEPTIC OR SANITARY SEWER SYSTEM. INSTALLER TO PROVIDE A CLEAN-OUT BENEATH ALL SINKS AND LAVATORY AS REQUIRED BY CODE.

6. CONTRACTOR TO DETERMINE AND PROVIDE MEANS FOR SUPPLYING WATER TO ALL PLUMBING FIXTURES AND INSTALL WATER SERVICE SHUTOFF VALVE; TYPICALLY LOCATED WITHIN THE MECHANICAL ROOM.

7. IF THE SITE REQUIRES AN ACCESSIBLE BACK FLOW PREVENTER AND/OR PRESSURE REDUCER OR BOOSTER PUMP IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE.

8. WHEN INCLUDED WATER HEATERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ALL STATE, COUNTY, AND LOCAL CODES AND ORDINANCES.

9. PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION, SHALL COMPLY WITH 2022 CALIFORNIA PLUMBING CODE (CPC) SECTIONS 403 AND 408, AND SHALL COMPLY WITH 2022 CALIFORNIA GREEN BUILDING CODE (CGBC) SECTIONS 5.303.2 THRU 5.303.6. FLUSHOMETERS ASSOCIATED WITH TOILETS USE NO MORE THAN 1.28 GALLONS PER FLUSH. FLUSHOMETERS ASSOCIATED WITH URINALS USE NO MORE THAN 0.5 GALLONS PER FLUSH. BOTH FLUSHOMETERS ABOVE SHALL MEET PERFORMANCE STANDARDS BY ANSI A112.19.2 H&S CODE, SECTION 17921.3(B).

SINK FAUCET WILL USE NO MORE THAN 1.8 GPM MEASURED AT 60 PSI.

10. WHEN FIXTURES REQUIRE WALL CARRIERS THE WALL CARRIER SHALL BE SUPPLIED BY CONTRACTOR.

11. NON-REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL HOSE BIBBS AND POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS. CPC 603.5.7.

12. UNLESS SPECIFIED IN THE ROMTEC SUBMITTAL, ROMTEC DOES NOT SUPPLY INSULATION OR "FREEZE PROTECTION" FOR PLUMBING. "THE OWNER MAY NEED TO WINTERIZE THEIR BUILDING."

FRONT SIDE

COLD WATER

HOT WATER

TO SEPTIC OR SANITARY

SEWER SYSTEM AS

REQUIRED BY OWNER

SECURE ROMTEC BRACKET
PL-000-1042, W/ 5/16" X 1 1/2"

CONCRETE SCREWS
OPTIONAL: GUARD
(SHOWN), HOSE W/

HOLDER AND MOP
HOLDER

MOP SINK

MOP SINK
2 24" x 24" MOP SINK
SCALE: 1/2" = 1'-0"

THERMAL EXPANSION TANK, W/ AIR
VALVE FOR PRESSURE BLADDER.

RATED FOR MAX. TEMP 140° &
STATIC SUPPLY PRESSURE 40 PSIG

COLD WATER SERVICE INTO BUILDING
REQUIRED: 2.0 GALLON (IN-LINE)

T&P VALVE ROUTE TO FLOOR DRAIN

SEISMIC
STRAP
2/3 UP

SEISMIC
STRAP
1/3 UP
50 DRAIN PAN PER IPC SECTION 504.7
SHEET P1 ~ NOTE 8 ~ REQ. STRAP ANCHORING
GA
LLO
N
SCALE: 1/4" = 1'-0"

WATER HEATER DETAIL
1 MIXED
WATER

CALIFORNIA PLUMBING CODE (BASED OFF UPC)SYM
FIXTURE TYPESEWERVENTCOLDDR. FIXT
UNITS
TOTAL DR.

FIXT. UNITS WATER
HOT
WATER

SIOUX CHIEF
(3" W/6" STRAINER)
TOTAL W.

FIXT UNITS
W. FIXT.

UNITS/EA
NO OF
FIXT.
2 11/01/2024 CR UPDATING PER COMMENT LOG
4 03/05/2025 CR UPDATING PER COMMENTS

PLUMBING OCCUPANT LOAD

SPACEFUNCTION OF SPACE PER
CPC TABLE 4-1

MAXIUMUM FLOOR AREA

ALLOWANCES PER

OCCUPANT PER CPC
TABLE 4-1

SPACE AREAPROPOSED

OCCUPANTS

MINIMUM

NUMBER OF
WATER

CLOSETS PER

CPC TABLE
422.1

ELECTRICAL METER
ROOMOFFICE200 GROSS13 FT²1 OCCUPANT
1:1-50 MALE,
1: 1-15
FEMALE
I.T. ROOM & ELECTRICAL
PANEL ROOMOFFICE200 GROSS41 FT²1 OCCUPANT
1:1-50 MALE,
1: 1-15
FEMALE

ALL GENDER SINGLE
USER RESTROOMWORKOUT AREAS30 GROSS41 FT²2 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE

ADA ALL GENDER

SINGLE USER

RESTROOM
WORKOUT AREAS30 GROSS50 FT²2 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE

ADA ALL GENDER

SINGLE USER

RESTROOM
WORKOUT AREAS30 GROSS50 FT²2 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
WORKOUT AREAS30 GROSS59 FT²2 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE

ADA ALL GENDER

FAMILY SINGLE USER

RESTROOM
WORKOUT AREAS30 GROSS59 FT²2 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE
MECH ROOMSTORAGE ROOM5000 GROSS147 FT²1 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE
STORAGESTORAGE ROOM5000 GROSS59 FT²1 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE
STORAGE CLOSET STORAGE ROOM5000 GROSS13 FT²1 OCCUPANT
1: 1-100
MALE, 1: 1-25
FEMALE

NUMBER OF WATER CLOSETS

MALEFEMALETOTAL NUMBER OF WATER

CLOSETS

0.020.070.09

0.010.040.05

0.010.010.02

NUMBER OF LAVATORIES

MINIMUM NUMBER OF

LAVATORIES PER CPC
TABLE 422.1

MALEFEMALETOTAL NUMBER OF

LAVATORIES
1: 1-75 MALE, 1: 1-50
FEMALE0.020.020.04
1: 1-75 MALE, 1: 1-50
FEMALE0.020.020.04
1: 1-200 MALE, 1: 1-100
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-100
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-100
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-100
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-100
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-100
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-200
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-200
FEMALE0.010.010.02
1: 1-200 MALE, 1: 1-200
FEMALE0.010.010.02
TOTAL WATER CLOSETS:0.54TOTAL LAVATORIES:0.26
P3

PLUMBING PLAN
1 SHUT OFF VALVE ASSEMBLY
SCALE: 3/4" = 1'-0"

COPPER TO COPPER
UNION

COPPER TEE

BALL VALVE

W/LEVER

BALL VALVE

W/LEVER

COPPER TEE
C x C x C

TYPE L COPPER

COPPER MIP

ADAPTER

HOSE BIB/TEST COCK

TYPE L COPPER

TYPE L COPPER TYPE L COPPER

MALE COPPER

ADAPTER

BALL VALVE W/

PADLOCK WING
*FIRE HOSE

FITTING
*FIRE HOSE FITTING CAN BE

REPLACED WITH A HOSE BIB, BY

INSTALLER
FLOW

TO BUILDING

LINE IN

PIPE SIZES AND COMPONENTS SIZED

AS NEEDED TO BUILDING UTILITY
REQUIREMENTS. LAYOUT CAN BE
HORIZONTAL OR VERTICAL.

BY INSTALLER
6 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 319 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
F
fl O fl O5 II. 5 IIIL — IL —
WC-1 ADA TOILET 6 40,30,20,15,103" 2" 125 4 241" X
HAND SINK 6 1LV-1 1 1/4" 1 1/2" 6 1 61/2" X
S-1 1 3UTILITY/MOP SINK 2" 1 1/2" 31/2" 3 31/2" 1/2"
8HB-1 WALL HYDRANT ANTI-FREEZE 2.5 20X X NA NA3/4" X
1HB-2 WALL FAUCET 1X X 1 NA NA1/2" X
FD-1 FLOOR DRAIN 2 NA3" 1 1/2" NA 2 4X X
6FD-2 FLOOR DRAIN (EMERGENCY) NA3" 1 1/2" NA NA NAX X
1 11 NAWH-1 WATER HEATER (TANK) X X NA1/2" NA3/4" 3/4" NA 155TOTAL TOTAL 37 1 I
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PLUMBING PLAN
*FIXTURES ARE SYMBOLIC ONLY,

REFER TO SPECIFICATIONS &

PRODUCT LITERATURE FOR THE

FIXTURE ROUGH-IN MEASUREMENTS &
INSTALLATION DETAILS.
1 PLUMBING PLAN
SCALE: 1/4" = 1'-0"
A
B
C
D

COLD WATER

MIXED WATER

HOT WATER

WATER-PLUMBING LEGEND
2" WATER PIPE

WATER SERVICE

INTO BUILDING
WH-1
HB-1
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
HB-1 HB-1 HB-1
HB-1 HB-1
ADA

ALL GENDER

STORAGE

ELECTRICAL
PANEL
ROOM &

IT ROOM
MECH
ADA

ALL GENDER
LV-1
FD-2
WC-1
3" VTR S-1
FD-1
FD-1
LV-1
WC-1
HB-2

ALL GENDER
WC-1
LV-1
FD-2

ALL GENDER
WC-1
LV-1
FD-2
WC-1
LV-1
FD-2
FD-2
3" VTR3" VTR3" VTR
ADA

ALL GENDER
FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
HB-1
WC-1
LV-1
FD-2

RECESSED

TP/TSCD/ND
ADA

ALL GENDER
FAMILY

RESTROOM

STORAGE

ELECTRICAL

METER ROOM
HB-1

SEWER-PLUMBING LEGEND

SANITARY SEWER

VENT LINE
4" SEWERC.O.C.O.

COMBINED TEE-WYE

WITH CLEANOUT

LOCATED IN MECH

ROOM OF BUILDING

DOUBLE TWO WAY

CLEANOUT WITHIN
2' OF BUILDING

TO SANITARY

SEWER SYSTEM

AS REQUIRED

BY OWNER

INSTALLER SHALL PROVIDE

CLEANOUTS ON EACH RISER

CPC NOTES
NOTES:

1. WATER PIPE SIZE AND PRESSURE

REQUIREMENTS MUST BE CONFIRMED BY

PLUMBING CONTRACTOR BASED ON LOCAL
SUPPLY.

2. FIXTURE & FIXTURE CONNECTIONS ARE
SYMBOLIC IN NATURE ONLY.

REFER TO MANUFACTURER LITERATURE
FOR EXACT FIXTURE SPECIFICATIONS.

3. ALL SANITARY, DRAINAGE, WASTE, AND VENT
LINES SCHEDULE 40 PVC OR ABS.

4. ALL WATER LINES SHALL BE COPPER OR PER
LOCAL CODE. NO JOINTS IN OR UNDER THE
SLAB.

5. WATER PIPE SIZING IS A MINIMUM SUGGESTION.

PLUMBING CONTRACTOR WILL MAKE THE
FINAL DETERMINATION.

6. ALL FLOOR SINKS AND DRAINS SHALL HAVE

TRAP PRIMERS AS NOTED IN PLANS,
PER CPC 1007.0

7. INSULATION ON THE FIRST 8’ OF WATER

SUPPLY (INSTALLER SUPPLIED)
FIRST 8' OF WATER

LINES & HOT WATER

LINES FROM THE WATER

HEATER TO BE
INSULATED, BY OTHERS. SHUT OFF VALVE
ASSEMBLY. SEE
1/P2 FOR DETAILS

INSTALLER TO PROVIDE

TRAP PRIMING VALVE &

PIPING TO ALL FLOOR
DRAINS, TYP.
6 09/10/2025 NP UPDATING PER COMMENT LOG
09/10/2025
CIP4609 DWG546-1A
Sheet 320 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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BYREV DATE DESCRIPTIONPROJECT:

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PAGE TITLE:
4ROMTEC #223-007
J33N0%>
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE FLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. ()
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© 2025 ROMTEC, INC. ALL RIGHTS RESERVED, THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg MECHANICAL PLANM1

MECHANICAL PLAN
A
B
C
D
WH-1
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
ADA

ALL GENDER

STORAGE

ELECTRICAL
PANEL
ROOM &

IT ROOM
MECH
ADA

ALL GENDER

ALL GENDER ALL GENDER
ADA

ALL GENDER
FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
ADA

ALL GENDER
FAMILY

RESTROOM

STORAGE

ELECTRICAL

METER ROOM
1 MECHANICAL PLAN
SCALE: 1/4" = 1'-0"
NOTES:

1. EXHAUST FANS AND ALL DUCTING TO BE

MOUNTED USING DUCT HANGERS OR EQUIVALENT

PER DIRECTIONS FURNISHED BY MANUFACTURE, IN

ACCORDANCE WITH THE MECHANICAL CODE AND
SMACNA STANDARDS.

2. ALL DUCTWORK: (UL LISTED CLASS 1 AIR DUCT). PROVIDE

SHEETMETAL FITTINGS AT MAIN DUCT RUNOUTS

AND CONNECTIONS WITH A MINIMUM OF THREE

SHEETMETAL SCREWS AND TAPED TO PROVIDE
AN AIRTIGHT SEAL. SUPPORT FLEX AS DIRECTED
BY MANUFACTURER, NOT TO EXCEED 4'-0".

3. THE DUCT DISCHARGES THRU A ROOF CAP W/
DAMPER, SCREEN AND COLLAR.

4. FANS ARE CONTROLLED BY OCCUPANCY
SENSORS LOCATED IN EACH ROOM.

RIGID DUCT W/ R8.3 INSULATED WRAP

BUTTERFLY DAMPER PROVIDED IN

THE DUCT LINE TO EACH REGISTER
NOTE:

REFER TO INTERIOR ELEVATIONS
ON SHEET A1.4 FOR LOCATIONS
OF WALL VENT REGISTERS.

MECHANICAL EXHAUST SYSTEM SHALL

BE INSTALLED PER INSTALL
INSTRUCTIONS & DETAILS IN THE:
"FINAL"

ROMTEC SCOPE OF SUPPLY AND

DESIGN SUBMITTAL
MINIMUM VENTILATION RATES:

PUBLIC SPACES

TOILET ROOMS (PER WC OR UR)

EXHAUST AIRFLOW RATE
50 CFM - OPERATES CONTINUOUSLY WHILE OCCUPIED
70 CFM - OPERATES INTERMITTENTLY
4'-8"9'-4"8'-0"6'-8"
INTAKE
AIR
8'-8"8'-8"
INTAKE
AIR
INTAKE
AIR
INTAKE
AIR
INTAKE
AIR
INTAKE
AIR
EF-1 IN-LINE FAN IS

CONTROLLED BY

OCCUPANCY SENSOR IN
EACH RESTROOM,TYP.

EXHAUST LOUVER @
SOFFIT,TYP. (2)
4'-0"
4'-0" 8'-0"
4 03/05/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 321 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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PAGE TITLE:
4ROMTEC #223-007
J33N0%>
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE FLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE FLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC. 088
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SOUTH BLDS

CARLSBAD, CALIFORNIA
© 2025 ROMTEC, INC. ALL RIGHTS RESERVED, THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
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10/10/25
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS.

C
WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.
18240 NORTH BANK ROAD
ROSEBURG, OR 97470
(541)-496-3541 FAX (541)-496-0803
PROJECT:

PAGE TITLE:

DATE DESCRIPTIONREV BY

CARLSBAD, CALIFORNIA
DRAWN BY:
12/06/2022
VMP03
DATE:

PLAN SET#
CR
PAGE NO.

SOUTH BLDG
JOB CREATED: 03/07/25 - LAST SAVED BY: greg ON 03/07/25 - LAST PRINTED: 03/07/25 - LOCATION: D:\Double 'E' Engineering\_Projects\Romtec\_Alpha Projects\VMP03e Veterans Mem Park South\VMP03-Veterans Memorial Park, CA -South- CU-250305-Elec.dwg

VETERANS MEMORIAL PARK
Ea

ELECTRICAL SCHEDULE, PLAN, & DETAILS

E D OUBLE 'E'

E NGINEERING, LLC
Myrtle Point, Oregon
www.ee-engineering.com
E
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL SCHEDULE
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL PLAN
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL DETAILS
SHEET NO.
2025 ROMTEC, INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED OR FURTHER DISTRIBUTED, AND NO BUILDINGS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT THE WRITTEN PERMISSION OF ROMTEC, INC.

C
SHEET TITLE:

ELECTRICAL

PANEL SCHEDULE

ROMTEC HAS DESIGNED THIS ELECTRICAL SYSTEM
TO MEET THE NEEDS OF THIS SPECIFIC FACILITY.

SITE DESIGN AND ENGINEERING BY OTHERS.

OWNER IS RESPONSIBLE TO PROVIDE ALL SERVICE
AND/OR UTILITY ENTRANCE DESIGN. FIELD VERIFY

THAT SERVICE CONDUCTOR SIZE IS ADEQUATE FOR
VOLTAGE DROP. ANY ADDITIONAL POWER OR

LIGHTING LOADS NOT SHOWN ON THESE PLANS
SHALL BE ENGINEERED BY OTHERS.

SURFACE MOUNTED
1-PHASE, 3-WIREMAIN BREAKER200 AMP
FEEDER SIZE:
120 / 240 VOLTS
1 H WATER HEATER 2250 10 10 1/2 30 2 A 1 20 1/2 12 12 900 HAND DRYER H 2 3 H 2250 B 1 20 1/2 12 12 900 HAND DRYER H 4
5 L LTS: RESTROOMS 368 12 12 1/2 20 1 A 1 20 1/2 12 12 900 HAND DRYER H 6 7 L LTS: MECH/ELEC 169 12 12 1/2 20 1 B 1 20 1/2 12 12 900 HAND DRYER H 8 9 L LTS: EXTERIOR 182 12 12 1/2 20 1 A 1 20 1/2 12 12 900 HAND DRYER H 10 11 L REC: ELECTRICAL 540 12 12 1/2 20 1 B 1 20 1/2 12 12 900 HAND DRYER H 12 13 R REC: STORAGE 540 12 12 1/2 20 1 A 1 20 1/2 12 12 216 LOCK SYSTEM R 14 15 R REC: MECH 180 12 12 1/2 20 1 B 16
17 R VENDING MACHINE 1200 12 12 1/2 20 1 A 18
19 R VENDING MACHINE 1200 12 12 1/2 20 1 B 20
21 R VENDING MACHINE 1200 12 12 1/2 20 1 A 22
23 B 24
25 A 26
27 B 28
29 A 30

PL T LOAD VA HP PHW GND CON BKR PH BKR CON GND PHW HP VA LOAD T PL =LOAD DISTRIBUTION LTG REC MOTOR DATA HEAT MISC PH-A PH-B TOTAL AMPS WITH SPARE 25% =CONNECTED VA 719 5076 0 0 9900 0 8656 7039 15695 72 19619 90 =DIVERSITY FACTOR 125% 100% 100% 100% 100% 100%
=DIVERSIFIED VA 899 5076 0 0 9900 0 8793 7082 15875 73 19843 92 ELECTRICAL WIRING: GROUNDED & BOND PER - CEC
ALUM: 3 #250 PH, #4 GRD, 2" C
31 A 32
33 B 34
35 A 36
37 B 38
39 A 40
41 B 42
BREAKER PANEL 25k AIC RATING
USE XHHW-2 CU CONDUCTORS
1 ELECTRICAL PANEL SCHEDULE
SCALE: NONE

NON-METALLIC PROTECTIVE SLEEVE

CONCRETE FOUNDATION IN

DIRECT CONTACT WITH EARTH

APPROVED (LISTED)

IRREVERSIBLE

CLAMP ENCASED

IN CONCRETE
# 4 AWG SOLID CU CONDUCTOR
CONNECT TO 20' LONG ELECTRODE

WITH APPROVED (LISTED)
IRREVERSABLE CLAMP OR CAD WELD.2 CEC
20' OF BARE OR ZINC GALVANIZED
ELECTRODE OR TIE TO 20' OF

ELECTRICALLY CONDUCTIVE COATED
STEEL REINFORCING BAR (REBAR).

ELECTRODE/REBAR SHALL BE NO
LESS THAN 1/2'' IN DIAMETER, LOCATED

NEAR THE BOTTOM OF THE CONCRETE

FOUNDATION AND ENCASED WITH A
MINIMUM OF 2'' CONCRETE. INSTALL
PER 250-52(A)(3).CEC
3 CONCRETE ENCASED SERVICE GROUND
SCALE: NONE

FOOTING
FF FG

APPROVED CONDUIT

UNDERGROUND FROM

POWER SOURCE

INDOOR BREAKER

PANEL WALL MOUNTED

CONCRETE ENCASED

ELECTRODE
SEE DETAIL 3/E3
8" CMU WALL
SCALE: NONE

RISER DIAGRAM
2 #4 CU MAIN BONDING JUMPER AND EQUIPMENT BONDING
JUMPER PER 250.28(D), 250.102(C) AND TABLE 250.66.

DO NOT BOND THE NEUTRAL TO THE GROUND BUS IF THIS IS

NOT A SERVICE ENTRANCE
#4 CU TO CONCRETE ENCASED ELECTRODE PER
250.52(A)(3) AND 250.66(B).

WHERE REQUIRED, BOND PIPING SYSTEMS AND EXPOSED
STRUCTURAL STEEL PER 250.104

KEYED NOTES
1 MBJ
3 2
" ARTICLE 250 OR LOCAL

CODES MAY REQUIRE OR

ALLOW ADDITIONAL GROUNDING
CEC
CEC
CEC
CEC

PANEL NEUTRAL BUS

PANEL GROUND BUS
3 2
1 4

GROUNDING/BONDING DETAIL
SCALE: NONE

TO UTILITY

TRANSFORMER
M

BREAKER
PANEL

ONE-LINE DIAGRAM
SCALE: NONE
SEE
DETAIL 3/E3

SERVICE UTILITY

EQUIPMENT BY OTHERS

THE AIC VALUES SHOWN ON THESE ROMTEC

PLANS ARE TO BE MADE CLEARLY

AVAILABLE TO THE ELECTRICAL ENGINEER

THAT WILL DESIGN THE ELECTRICAL
SERVICE. THIS INFORMATION IS IMPORTANT

AND WILL HELP TO ENSURE THE NECESSARY

PROTECTION OF THE ELECTRICAL
EQUIPMENT PROPOSED BY ROMTEC.
120/240
VOLT
200 A
25k AIC
1 1. ALL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES.

2. OWNER TO PROVIDE TEMPORARY POWER AS REQUIRED DURING COURSE OF CONSTRUCTION.

3. ELECTRICAL SERVICE EQUIPMENT SUPPLIED BY OTHERS UNDER SEPARATE SUBMITTAL.

4. THE AIC VALUES SHOWN ON THESE ROMTEC PLANS ARE TO BE MADE CLEARLY AVAILABLE TO THE ELECTRICAL ENGINEER OF RECORD THAT WILL DESIGN THE MAIN SERVICE.

5. THE INSTALLER SHALL FURNISH & INSTALL SPECIFICATION GRADE CIRCUIT BREAKERS, WIRING, CONDUIT, SWITCHES AND GFI RECEPTACLES THROUGHOUT. INTERIOR RECEPTACLES &

SWITCHES SHALL HAVE STAINLESS STEEL COVERPLATES AND EXTERIOR RECEPTACLES SHALL BE INSTALLED WITH A WEATHERPROOF IN USE COVER.

6. ELECTRICAL CONDUIT IS TO BE RUN WITHIN THE WALL WHEN POSSIBLE, EXCEPT IN THE MECHANICAL ROOM.

7. FOR MECHANICAL ROOM ALL EXPOSED CONDUIT IS TO BE SURFACE MOUNTED AND RUN TIGHT TO CEILING AS REQUIRED.

8. COORDINATE AC OUTLET HEIGHTS WITH OWNER PRIOR TO ROUGH-IN.

GENERAL ELECTRICAL NOTES:

1. ALL WORK SHALL COMPLY WITH 2022 CALIFORNIA ELECTRICAL CODE AND LOCAL CODES.

NOTE: BREAKER PANEL MAY BE

RELOCATED AT THE DISCRETION OF THE

INSTALLER, PANEL MUST MAINTAIN ALL
APPLICABLE CODE CLEARANCES.

ROMTEC HAS DESIGNED THIS ELECTRICAL SYSTEM
TO MEET THE NEEDS OF THIS SPECIFIC FACILITY.

SITE DESIGN AND ENGINEERING BY OTHERS.

OWNER IS RESPONSIBLE TO PROVIDE ALL SERVICE
AND/OR UTILITY ENTRANCE DESIGN. FIELD VERIFY

THAT SERVICE CONDUCTOR SIZE IS ADEQUATE FOR
VOLTAGE DROP. ANY ADDITIONAL POWER OR

LIGHTING LOADS NOT SHOWN ON THESE PLANS
SHALL BE ENGINEERED BY OTHERS.
1 ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
A
B
C
D
NOTE:

SEE SHEETS A1.4, A2.1, & A2.2

FOR LOCATIONS - HEIGHTS OF
ELECTRICAL FIXTURES.
1 200 AMP BREAKER PANELBP
PER

PLAN HOME RUN TO BREAKER PANEL
PER
PLAN
110 VAC DUPLEX RECEPTACLE, GROUND FAULT PROTECTED
MOUNTED MIN OF 15" TO MAX OF 48" ABOVE THE FLOOR

CONFIRM EXACT LOCATION & HEIGHT WITH OWNER OR OWNERS
REPRESENTATIVE.
5 SWITCH, SINGLE POLE
MOUNTED A MAX OF 48" ABOVE THE FLOORS
10 48" LED VAPOR TIGHT CEILING/WALL MOUNT LIGHT
LITHONIA CSVT L48 5000LM 40K 80CRI
4,298LM 40K: (35.3 W) (.2942 A)
15 LIGHT FIXTURE, 6" WAFER-THIN LED DOWNLIGHT
UL LISTED TO U.S. SAFETY STANDARDS FOR ALL WET LOCATIONS LF-2
6" LED SWITCHABLE WHITE COLOR TEMPERATURE, LITHONIA WF6: (14W) (.12A) ELECTRICAL SCHEDULE & SYMBOL LEGEND:

QTY SYMBOL DESCRIPTION
LF-1
WH-1
ALPINE COMBI 3000

VENDING MACHINE
(BY OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
ADA

ALL GENDER

STORAGE

ELECTRICAL
PANEL
ROOM &

IT ROOM
MECH
BP
ADA

ALL GENDER
HDHD

ALL GENDER
HD

ALL GENDER
HDHD
ADA

ALL GENDER
FAMILY

RESTROOM

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND

RECESSED

TP/TSCD/ND
HD

RECESSED

TP/TSCD/ND
ADA

ALL GENDER
FAMILY

RESTROOM

STORAGE

ELECTRICAL

METER ROOM
P
P

UNDERGROUND ELECTRICAL

SERVICE VERIFY REQUIREMENTS

FOR TYING INTO SERVICE UTILITY
EQUIPMENT BY OTHERS.

OS
HD
6 HAND DRYER
FASTAIRE, HD-03: (900W) (120v) (7.5A)
6 OCCUPANCY SENSOR
WALL MOUNT ACUITY SENSOR SWITCH WVR PDT 16 WIDE VIEW SENSOR: 2 POLE (120/277,347 VAC 13 AMPS/POLE 347 VAC MUST BE SAME PHASE) 6 1

TANK WATER HEATER (ELECTRIC)
S&P, TD-100 - 4": (26W) (0.22A)

INLINE DUCT EXHAUST FAN SYSTEM
EF
WH-1
50 GAL TANK 4.5KW, AO SMITH ENT-50: (4500 W) (18.75A) 240V

PROVIDE A WATER HEATER DISCONNECT CAPABLE OF SIMULTANEOUSLY DISCONNECTING ALL UNGROUNDED CONDUCTORS. THE DISCONNECTING MEANS SHALL BE WITHIN SIGHT OF. WHERE THE

DISCONNECTING MEANS IS OUT OF THE LINE OF SIGHT FROM ANY SECTION THAT IS ABLE TO BE ENERGIZED, THE DISCONNECTING MEANS SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 2 4
121086
S S
S
7 7 7
LF-2
LF-2
P
P
P
P
PCL
9 LF-1 LF-1 LF-1 LF-1
LF-1
LF-1 LF-1 LF-1 LF-1
LF-2
OS
5P
LF-2
OS
5P
LF-2
OS
5P
LF-2
OS
5P
LF-2 LF-2 LF-2
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5 P
LF-2
OS
5 P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
2 11/01/2024 CR UPDATING PER COMMENT LOG
T
P
S
M
E
2 POWER SUPPLY FOR MAGNETIC LOCK SYSTEM
HAGER: 2903 - (0.9A)
2 DIGITAL 7 DAY TIMER FOR MAGNETIC LOCK SYSTEM
INTERMATIC: ST01
6 EXIT SWITCH (MANUAL EXIT SWITCH)
HAGER: 2977
6 PIR EGRESS SENSOR (AUTOMATIC EXIT SWITCH)
HAGER: 2-679-0612
6 MAGNET LOCK
HAGER: 2942
1,3
PCL
T1
T1
P
P
P
P
S M
P T
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7 S
7 P
14 P
P
14 P
P
P
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11 11
11 13 13
17 19
21 13
15 1
TIMER FOR EXTERIOR LIGHTS (LOCATED IN OFFICE ROOM 48"AFF) CURRENT: TOUCH SCREEN DIGITAL TIME CLOCK (nLIGHT
nDTC),POWER/RELAY PACK (nLIGHT nPP16) & OUTDOOR
PHOTOCELL INTERFACE KIT (nLIGHT nIO PC Kit)
EF EF
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EXPIRES 3/31/2027
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E. 19431
CIP4609 DWG546-1A
Sheet 322 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25
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BUILDING OFFICIAL
/
/
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10/10/25
12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg TITLE 24 ENERGY COMPLIANCE DOCUMENTSE5
TITLE 24 DOCUMENTS
4 03/05/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 323 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25

BUILDING ENERGY ANALYSIS REPORT
PROJECT:
o CIVI

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
Project Designer: 2302-006 Carlsbad Veterans Memorial Park South Bldg CA 2302-006 Carlsbad Veterans Memorial Park South Bldg CAProject Name: Project Name:
2302-006 Carlsbad Veterans Memorial Park South Bldg CA Report Page:

Faraday & Whitman Way Date Prepared: F. INDOOR LIGHTING FIXTURE SCHEDULE

C COMPLIANCE RESULTS
If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance.A GENIRAL INFORMATION Allowed Uchtirg Power per 140 6b] / 170.1(e) [Watts) Compliance Results01 Carlsbad CM 0 Designed Wattage: Unconditioned Spaces
01 0>7 675Report Prepared by: 01 02 03 04 0$ 03 09 01 02 33 04 05 06 07 08 09 Ocrupancy Typei Within Project [select all that apply)01 10S Ovjn Watts• Support Areas
Papp Fail
□ □Mfr. SpecLF-1 No NA 14 2 No 28

8. PROJECT SDOPE
□ □Mfr. SpecLF-2 NA 35.3 10 353No No(See Table l| I See Table F)[See Table P)(SeeTobleI) [SceTableJ) |$ce Table V) Conditioned 2 Total Designed Watts: UNCONDITIONED SPACES 381Conditioned Spaces Urxorditined Spices Unconditioned 438.8 0 439 381 0 381 COMPLIES2
02 M 05
COMPLIESCuruston Mrrros Cikubon Method O 2 OS (o (O AArea Category Method Area Category Method 03 0MEq O —' 5 O O LO O855.

O-O.8

0. EXCEPTIONAL CONDITIONS0 675
Job Number: o $ pG MODULAR LIGHTING SYSTEMS 2This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. o •o oOO O 5This section does not apply to this project. 2302-006 o(o0
CIA
I
I
I. ADNITIONAL REMARKS O0
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.Date: 2 11/12/2024
01 02 03 o
Field impeciot
Mandatory Demand Response 110 12[c] Shat-offcontrob 130 1,), 160.5b/4C See Area/Space Level ControlsNA < 4,000W subject to multilevel This program developed by EnergySoft, LLC - www.energysoft.com.

Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance V O
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CALIFORNIA ENERGY COMMISSION 4v
. 00
02302-006 Carlsbad Veterans Memorial Park South Bldg CA 2302-006 Carlsbad Veterans Memorial Park South Bldg CA 2302-006 Carlsbad Veterans Memorial Park South Bldg CAProject Name: Project Name: 2302-006 Carlsbad Veterans Memorial Park South Bldg CA Project Name: Report Page: 0 LU Faraday & Whitman Way Date Prepared:

Q S’DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
X O) “K TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE I certify that this Certificate of Compliance documentation is accurate and complete. LO This section does not apply to this project.05 C6 AT 03 09 10 11 17 — 0 XO
(u
L ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISMAY T. DWELLING UNIT LIGHTINGFiel impectorArea Description zThis section does not apply to this project. This section does not apply to this project.

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Pass Fai
M, ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR ANO TASK LIGHTING U. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION COO□ □Restroom Lighting See Building Level Included IncludedDimmer NoRestroom O — COThis section does not apply to this project.
in 1 E (
813 Nor
LOForm/Title
O0EO‘<NRCI-LTI-E - Must be submitted for all buildings

4. L LIGHTING POWER ALLOWANCE: COMPLETE BUILOING OR AREA CATEGORY METHODS 5.V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCEO ADDITIONAL LIGHTING ALLOWANCE; TAILORED VERY VALUABLE MERCHANDISE This section does not apply to this project. Responsible Designer Signature:

IIQ
01 01 Du 0% 05 Ct*
Systems/Spaces To Be FieldFormlitieAsd tonal Allowance / Adj-strrent Area Ift)Acra Desrriction PAJ NRCA-LTI-O3-A - Must be submitted for automatic daylight controls.

QZone 1 - Restrooms Restroom 0.65 675 438.8 No a
Q RATED POWLR REDUCTION COMPLIANCE FOR ONL-FOR-ONL ALTERATIONSSee Tables J, or P for detailTOTALS: 675 438.8 This section does not apply to this project.
%J ADDITIONAL ALLOWANCE: AREA CATEGORY METHOD QUAUFYING LIGHTING SYSTEM R. SOS LIGHTING POWER FOR AU ALTERATIONS CONTROLS EXCEPTIONSThis section does not apply to this project.

This section does not apply to this project.
0 Generated Date/Time: Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance < 200
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DRAWN BY:
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SHEET NO.

PAGE NO.

JESSE SANCHEZ

BUILDING OFFICIAL DATE
Readily
Accessible
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards.

Report Version: 2022.0.000
Schema Version: rev 20220101
Project Location k<y)
Climate Zone
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Imerloched
Systems
140/6/a)1/
170.2[e)2A
Complete
Bulding
140.60c1
TCUI
Allowes
[Watts]
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Project Name:

Project Address:

Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
Project Name:

Project Address:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

Report Page:

Date Prepared:

Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2316
Report Generated: 2024-11-12 15:28:12
X
0 y
Report Page:

Date Prepared:

Endluded per
140.6(a)3 /
IU 00
P. POWLR ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAFI) This section does not apply to this project.

Date Signed:
2024-11-12
0 I
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NRCC-LTI-E
(Page 5 of 7)
11/12/2024
0 V

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160 |4A
This table includes any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6 /170.2(e) or 141.0(b)2 / 180.2(b)4 for alterations.
lotal Conditioned I lor Area (4)
Setal Uecondtiened I lor Area (19)
* ef Storm (Habitale Abort Grade)
(Page 1 of 7)
11/12/2024
Total
Deseed
(Watts)
This table includes all planned permanent and portable lighting other than dwelling unit/ hotel/ motel room lighting. Multifamily dwelling unit and hotel/motel room lighting is documented in Table T. If using Table T to document lighting in multifamily common use areas providing shared provisions for living, eating, cooking or sanitation, those luminaires are not included here.

This document is used to demonstrate compliance with requirements in 110.9,110.12(c), 130.0,130.1,140.6 and 141.0(b)2 for indoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e) and 180.2(b)4 for indoor lighting scopes using the prescriptive path for multifamily occupancies. Multifamily includes dormitory and senior living facilities. 1 FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per 140.6(a)4B /170.2(e)2D is adjusted to be 75% /80% of their rated wattage. Table F automatically makes this adjustment, the permit applicant should enter full rated wattage in column 05. 2Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b). Wattage used must be the maximum rated for the luminaire, not the lamp.

Moculr
[Track) Fbtur
Q LU
Selections have been made based on information provided in this document. If any selections have been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Selections have been made based on information provided in this document. If any selections have been changed by the permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html LU
— <
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The information provided on this Certificate of Compliance is true and correct.

I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.

I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy.

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140.6/170 2j)
Mow h Woge
determined
(X 0 2 IU
$. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF)
This section does not apply to this project.

Z
A
LU
LU
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83 Area
Category
100.61c/2,
170.2j04

1. 2.

3. Secondary
Dryighong
1301/d)/
160S/bAD
License:

C87047
Each area complying using the Complete Building or Area Category Methods per 140.6(b) are included in this table. Column 06 indicates if additional lighting power allowances per 140.6(c) or adjustments per 140.6(a) are being used.

Unconditioned Spaces
WJlls per
luvinare’
C —
O y.

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
2 2O o3
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0 H. INDOOR LIGHTING CONTROLS (Not including PAFs)
This table includes lighting controls for conditioned and unconditioned spaces.

Building Level Controls
Area chr)
675

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Indoor Lighting

CERTIFICATE OF COMPLIANCE
Lgtong in
cardiooned ond
wicooitoned
spaces must not be
combined far
coccplisie per
140681/170.2e)
H. INDOOR LIGHTING CONTROLS (Not including PAFs)
Area Level Controls
N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED DECORATIVE /SPECIAL EFFECTS This section does not apply to this project.

Phone:
530-275-3350
Total Nimber
od Luminret
Z
0 Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601
Phone:
541-850-6300
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Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
lnwnk
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Allowed Density
(wm]
Conprte I uiaire
Deurintion
Mul. Level
Costrels
130 KW/
160.5(b)48
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102 i z 0
21%
09 —1
Q
Signature Date:
2024-11-12
CEA/ HERS Certification Identification (if applicable):

Verified
Restroom Lighting;
Shut-Ol Controls
130.1[c)//
160.5/6AC
Area
Category
Adritional
1405/12G,
170.2e)am
[+)
2302-006 Carlsbad Veterans Memorial Park South Bldg CA
Faraday & Whitman Way
Carlsbad, CA 92008
Arjustmerks
PAF Ughtirg
Corf d Credks
140.6(312/
170 Zel1B
I )

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 2 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 6 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 3 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 7 of 7)
11/12/2024
% iCi 0

CALIFORNIA ENERGY COMMISSION

NRCC-LTI-E
(Page 4 of 7)
11/12/2024
Allowed Wattnge
[Watts)
Comro’s Compliance (See Table H for Detail)
Rated Power Reduttion Comallarce (See Table Qfr Detail) 1942i Q <
Z LU J
Tailored
140
170.2je/48
t*l
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My Project Comhts of (check all that apply):
□ New Lighting System
□ New Lighting System - Parking Garage
Total Area of Work (ft2)
I' narwSk
It
Oxyighing
1301(d)/ |
160 S[bAD
II IU
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____________ 13___________
Plan Sheet Show ng Oylit Zones
Adjusted Ugiiig Power per 140 4(e) / 170 Ze)
___ (Watts] __
—
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Complte Bulding &• Ara Catgery Prmary
Function Arra
Matthew Weldon
Regerfour LLC dba 5 Star Energy
1878 Saltu
Redding, Ca 96002
530-275-3350
PSE Consulting Engineers, Inc.
250 Main St. , Ste. A
Klamath Falls, Oregon 97601
541-850-6300
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Documentation Author Signature:
7latteco- CUelaos
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Lithonia WF6 6"LED Wafer
14w LED (LF-1)
Lithonia CSVT L48 35.3w
(LF-2)
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—EXP. 6-30-2027
10/10/25
12/06/2022
VMP03
CRJOB CREATED:
9/10/2025 - LAST SAVED BY: npittman ON 9/10/2025 - LAST PRINTED: 9/10/2025 - LOCATION: \\data1\data\Engineering RI\Plan Sets\VMP03-Veterans Memorial Park, CA\VMP03-Veterans Memorial Park, CA -South- CU-250328.dwg TITLE 24 ENERGY COMPLIANCE DOCUMENTSE6
TITLE 24 DOCUMENTS
4 03/05/2025 CR UPDATING PER COMMENTS
09/10/2025
CIP4609 DWG546-1A
Sheet 324 of 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE Jesse Sanchez 10/9/25

CALIFORNIA ENERGY COMMISSION
2302-006 Carlsbad Veterans Memorial Park South Bldg CA 2302-006 Carlsbad Veterans Memorial Park South Bldg CAProject Name: 2302-006 Carlsbad Veterans Memorial Park South Bldg CA Project Name: Project Name:
2302-006 Carlsbad Veterans Memorial Park South Bldg CA Report Page:

Faraday & Whitman Way Date Prepared: H. OUTDOOR UGHTING CONTROLS

C COMPLIANCE RESULTS
A Gt M RAI INFORMATION
Carlsbad01
Caculations of Total Allowed Lighting Power (Watts) 1407/170 141 (b]2L / 180.2[bMB.04 Total Illuminated Hardscape Area (ft2) 963 702
02 03 09
Outdoor Lighting Zone per Title 24 Part 110.114 or as designated by Authority Having Jurisdiction (AHJ):
| □ LZ-4: High - Must be reviewed by CA Energy Commission for Approval Per SptofcLZ-O: Very Low - Undeveloped Parkland □ LZ-2: Moderate - Urban Clusters 01 07 CH4 1003 0% 02 O 0 03 04 0501 E LZ-3: Moderately High - Urban Areas O’
07 must be >• 08 Field lespectorAut Scheduk:01 Area Description 22/160 5)130Desgn Watts • Support Areas
27 Fail
= 2
Entry Lighting Photocontrol Provided ProvidedOR 292 182 COMPLIES 1 FOOTNOTE: Text has been abbreviated, please refer to Table 160.5-A to confirm compliance with the specific light source technologies listed. □ Linear □ □ □Mfr. SpecLF-1 14 13 New 182B PRO.ECT S0QPE 2‘Authority having jurisdiction may ask for cutsheets or other documentation to confirm compliance of light source. ★ ★3 Recessed luminaires marked for use in fire-rated installations, and recessed luminaires installed in non-insulated ceilings are excepted from U and Hi.Total Design Watts: 182 0 CIVI0. EXCEPTIONAL CONDITIONS
02 This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. 3 Select "New" for new luminaires in a new outdoor lighting project, or for added luminaires in an alteration. Select "Altered" for replacement luminaires in an alteration. Select "Existing to Remain"o oYes No C. ADMTIONAL REMARKS
CM0 0$
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. % of Existing Luminaires Being Altered1 Sum Total of Luminaires Being Added or Altered Calculation Method Compliance with mandatory shielding requirements is required for luminaires with initial lumen output >= 6,200 unless exempted by 130.2(b)/ 160.5(c) □ <10% □ >=10% and <50% □ >= 50%
Generated Date/Time: Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

CALIFORNIA ENERGY COMMISSION
2302-006 Carlsbad Veterans Memorial Park South Bldg CA 2302-006 Carlsbad Veterans Memorial Park South Bldg CAProject Name: Project Name: 2302-006 Carlsbad Veterans Memorial Park South Bldg CA Report Page:

Faraday & Whitman Way Date Prepared:
2 O8 (o
(O(
05 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 0VEo o — 5 O O LO O855.

OwO.8
M. LIGHTING ALLOWANE: PER SPECIFIC AREA
I certify that this Certificate of Compliance documentation is accurate and complete.01 This section does not apply to this project. o $ p2?C"Use it cr lose it" Allwatce Iselt all that apply) iselect HI that apply) Documentation Author Signature: c •o 8 A
2 Calculated General Hardscape Lighting Power Allowance per Table 140.7-Afor Nonresidential & Hotel/Motel O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION o
03 0 07 0805 09
Uircar Wonge Nlowance IWW)
Arca Drscr plion II uniated Area Perineter Length Allowed Density I Lieeat AllowarceY FormTitie (W/M) (Wa{fl
NRCI-LTO-E - Must be submitted for all buildings
IEntrances 963 0.021 20.2 107 0.2 21.4 42 4.
250

5.P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 292 Responsible Designer Signature:

1. LIGHTING ALLOWANI; PER APPLICATDN SesteFormTitle
This section does not apply to this project.

NRCA-LTO-02-A - Must be submitted for all outdoor lighting controls except for alterations where controls are added to <= 20 luminaires. Entry Lighting; IC UGHTING ALLOWANCE: SALES FRONTAGE
This section does not apply to this project.

HLU
L. LIGHTING ALLOWANCL : OANAMI NTAL LO
This section does not apply to this project.
(
Generated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro - y
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CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance

CALIFORNIA ENERGY COMMISSION
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2 2302-006 Carlsbad Veterans Memorial Park South Bldg CAProject Name: 2302-006 Carlsbad Veterans Memorial Park South Bldg CA Report Page:

Faraday & Whitman Way Date Prepared:
2302-006 Carlsbad Veterans Memorial Park South Bldg CA Report Page:

Faraday & Whitman Way Date Prepared: DOCUMENTATION AUTHOR'S DECLARATION STATEMENT E. ADDITIONAL REMARKS I certify that this Certificate of Compliance documentation is accurate and complete.A. GENERAL INFORMATION This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. Documentation Author Signature:

I I I I02 Cl mile ZoneCarlsbad01 Project Location (cityl 7 Blattewu-lleddorOccuponcy Types Within Project (select all (Ml applyl03 F. DOMESTIC WOT WATER EQUIPMENT This section does not apply to this project.• Support Areas G. DOMESTIC HOT WATER DISTRIBUTION SYSTEM8. PROJECT SCOFF This section does not apply to this project.The tsole cludes dsmeic woer heotna systems thet ore with’o the scope of the permt spelc mplisice usig the prescriptive pots cutlived 145/M and oe drmgostoting H. DOMESTIC HOT WATER CONTROLS
T This section does not apply to this project.01 02 03
System Typel2 stern Companenit

01. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATIONA O Smith ENT-50 4.

5. FormTitle
Responsible Designer Signature:

DHWsystems serving 2 or more dwelling units are considered "Central Systems" for multifamily occupancies NRCI-PLB-E - Must be submitted for all buildings <C COMPLIANCE RESULTS J. DECLARATION Of REQUIRED CERTIFICATES OF ACCEPTANCE There are no forms required for this project.
01 02 03 0- K. DECLARATION OF REQUIRED CERTIFICATES OF VERIFKATION 0Dorestic Hot Waber peent Centruls
There are no forms required for this project.Cempliare Results D
’jtkF TabkH
00 Yes Yes Yes COMPLIES
in0. EXCEPTIONAL CONOITNNS
00 This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. 00 inGenerated Date/Time: Generated Date/Time: Generated Date/Time:Documentation Software: EnergyPro Documentation Software: EnergyPro Documentation Software: EnergyPro LLI
CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance I
V
PLAN SET#
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DATE:

DRAWN BY:
(
SHEET NO.

PAGE NO.

JESSE SANCHEZ

BUILDING OFFICIAL DATE
Lurtiffe
Status’
E General
Hardscape
Allowance
Table I (below)
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
Report Version: 2022.0.000
Schema Version: rev 20220101
□ Controls
□ Controls
0 Equipment 0 Distribution
□ Equipment □ Distribution
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Project Name:

Project Address:

Project Name:

Project Address:
0 o
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Report Page:

Date Prepared:

Report Page:

Date Prepared:

Project Name:

Project Address:

Project Name:

Project Address:

Report Page:

Date Prepared:

Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Compliance ID: EnergyPro-3895-1124-2315
Report Generated: 2024-11-12 15:28:12
Report Page:

Date Prepared:

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Report Page:

Date Prepared:

Report Page:

Date Prepared:

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Shiedig Comrplance (See Tabk G for Details)
Controls Complance (See Table H for Details)
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Date Signed:
2024-11-12
Date Signed:
2024-11-12
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1 FOOTNOTES: Point of use water heaters, or other non-central systems used to serve nonresidential spaces, are considered individual systems. 2 Dwelling units refers to hotel/motel guest rooms and units in a multifamily residential occupancy. □ Per
Application
Table J

NRCC-LTO-E
(Page 6 of 7)
11/12/2024

G SHIELDING REQUIREMENTS (BUG)
This section does not apply to this project.

Q IU 2
8 0 V

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NRCC-PLB-E
(Page 2 of 3)
11/12/2024
Table C will indicate if the project data input into the compliance document is compliant with water heating requirements. If this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. or the table indicated as not compliant for guidance.

Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online rn >
Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Results in this table are automatically calculated from data input and calculations in Tables F through N. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below.

NRCC-LTO-E
(Page 2 of 7)
11/12/2024
for existing luminaires within the project scope that are not being altered and are remaining. Select "Existing Reinstalled" for existing luminaires which are being removed and reinstalled as part of the project scope.

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170.2] and 1410 180.1. Of HL C^b92H/180.1 for osdoons or otranons. Solar worer beatig systems are documented o the MACC SAB compliance docatent. Combined hyaronic heodng systems ore documented on the NBCC MEH comsonce document.

This document is used to demonstrate compliance with requirements in 110.9,130.0,130.2,140.7, and 141.0(b)2Lfor outdoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5,170.2(e)6,180.1(a) and 180.2(b)4Bv for outdoor lighting scopes using the prescriptive path for multifamily and mixed-use occupancies. Multifamily includes dormitory and senior living facilities.

E
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0 This document is used to demonstrate compliance for nonresidential occupancies with requirements in 110.1,110.3,120.3, and 140.5, and with requirements in 141.0 for additions and alterations, for domestic water heating scopes using the prescriptive path. For high-rise residential and hotel/motel occupancies compliance is demonstrated with requirements in 110.1,110.3,160.4 and 170.2(d), and with requirements 180.1 for additions and 180.2 for alterations. (Page 1 of 3)
11/12/2024
(Page 1 of 7)
11/12/2024
Selections have been made based on information provided in this document. If any selection has been changed by permit applicant, an explanation should be included in Table E.

Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html The information provided on this Certificate of Compliance is true and correct.

The information provided on this Certificate of Compliance is true and correct.

Cxcladed per
MO Nall
170.2e6A
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Please proceed to Table F. Outdoor Lighting Fixture Schedule to define the project's luminaires. 1 FOOTNOTES: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered/ Existing Luminaires within the Scope of the Permit Application) x 100.

Orromemal
140.710)2/
170.2€16
(See Table U
(/
0 2 I
X

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Cutel &q. >
6,200 intial
Iumen Output
130.2/6)/
160.5014
NA: < 6200
lumens

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
Z
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STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE

STATE OF CALIFORNIA
Outdoor Lighting

CERTIFICATE OF COMPLIANCE
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* NOTES: Selections with a * require a note in the space below explaining how compliance is achieved.

EX: Luminaire is lighting a statue; EXCEPTION 2 to 130.2(b) 1 FOOTNOTES: Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used for compliance per 130.0(c) / 160.5(b) 2 For linear luminaires, wattage should be indicated as W/lf instead of Watts/luminaire. Total linear feet should be indicated in column 05 instead of number of luminaires.

Tetil Number
Luninares?
LU
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1. 2.

3. 1.

2. 3.
83 This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.7/ 170.2(e)6 or 141.0(b)2L / 18O.2(b)4Bvfor alterations.

My Project Consists of:

License:

C87047
License:

C87047
Project Location (city)
Climate Zone
00 C
2 2
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140.710)2/
170.20€)6
Table Ml

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE
Fle’d
inspector
This table demonstrates compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (ie untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application.

Outdoor lighting for nonresidential buildings, parking garages and common service areas in multifamily buildings must be documented separately from outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit Mandatory Controls for Nonresidential Occupancies, Parking Garages & Common Areas in Multifamily Buildings

STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE
Must Comply with Allowances from 140.7 / 170.2(e)6
Is your alteration increasing the connected lighting load (Watts)? X
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L LIGHTING POWER ALLOWANCE (per 140.7 / 1702(e))
This table includes areas using allowance calculations per 140.7/170.2(e). General Hardscape Allowance is per Table 140.7-A/Table 170.2-R while "Use it or lose it" Allowances are per Table 140.7-B/Table 170.2-S. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify for another "Use it or lose it" allowance.

Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other multifamily outdoor lighting is included here.

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N. EXGTING CONDITIONS POWER ALLOWANCE [alterations only) This section does not apply to this project.

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STATE OF CALIFORNIA
Domestic Water Heating System

CERTIFICATE OF COMPLIANCE
Tocal Allowed
[Watts]
LZ-1: Low - Rural Areas
Occupancy Types within Project
Exittire
Power
Allowance I
1410(b21 / I
180.2[b)4Bv
(SeeTStleN)
Ses
Fromage
140.700/2
[See Tabe i)
Phone:
530-275-3350
Phone:
530-275-3350
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Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601
Responsible Designer Name:

Ralph Hall
Company:

PSE Consulting Engineers, Inc.

Address:
250 Main St.

City/State/Zip:

Klamath Falls OR 97601
Haw 4
Wassge
determined
Phone:
541-850-6300
Phone:
541-850-6300
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130.203 / 160.5(c)
F. OUTDOOR LKHTING FIXTURE SCHEDULE
For new or altered lighting systems demonstrating compliance with 140.7/ 170.2(e)6 all new luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0(b)2L only new luminaires being installed and replacement luminaires being installed as part of the project scope are included (ie, existing luminaires remaining or existing luminaires being moved are not included).

Designed Wattage:

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Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:

Documentation Author Name:

Matthew Weldon
Company:

Regerfour LLC dba 5 Star Energy
Address:
1878 Saltu
City/State/Zip:

Redding Ca 96002

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
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140.71012/
170 2e)6
(See Table J)
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Initial Wattage Allowance for Entire Site (Watts):

Instances of Initial Wattage Allowance (LZ 0 only)1
Total General Hardscape Allowance (Watts):
□ Sales Frontage
Table K
□ Per Specific
Area
Table M
Signature Date:
2024-11-12
CEA/ HERS Certification Identification (if applicable):

Signature Date:
2024-11-12
CEA/ HERS Certification Identification (if applicable):

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 4 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 5 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 3 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-LTO-E
(Page 7 of 7)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-PLB-E
(Page 3 of 3)
11/12/2024

CALIFORNIA ENERGY COMMISSION

NRCC-PLB-E
N/A

COMPLIES
0 Z
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General
Hardscape
Allowance
140 70) /
170 2/e}6
[See Table I)
292
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SOUTHERN CALIFORNIA GEOTECHNICAL
APN: 212-271-03-00
1994870.6 6239692.3

AERIAL TOPOGRAPHY AND FIELD SURVEY
PSOMAS.

PROJECT NO. 19G109-2 APRIL 7, 2020
APRIL 9, 2025
20 N/A
N/A
7454 JUNE 15, 2022

THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) IN

ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED

TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:

REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THE COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES.

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

BIOFILTRATION

AREA WITH

UNDERDRAIN

CITY OF

CARLSBAD
SEE SWQMP SEE DWG.
546-1A SEE SWQMP
civTEC
999 CORPORATE DR., SUITE #100
LADERA RANCH, CA 92694
949-463-8822
C-81640
SEPT. 30, 2025
THOMAS E. CARCELLI
BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAID

ELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES
TO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:

REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
105: 45.41', 109: 26.135', 58: 56.23',
57: 44.01' ,56: 111.374', 130: 40.91'

CITY OF CARLSBAD
1200 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
442-339-2820

TITLE SHEET
TITLE SHEET 1
PRIVATE WATER / SEWER IMPROVEMENTS 2 TO 5

PROJECT

LOCATION
DWG. 369-20
GRADING AND DRAINAGE PLANS FOR FARADAY AVE.

DWG. 369-2F
FARADAY AVE. WATER, RECYCLED WATER AND SEWER IMP.

DWG. 478-5H

CARLSBAD DESALINATION CONVEYANCE PIPELINE

NOTICE TO THE CONTRACTOR

THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN

INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

BLANKET PROTECTION S.P.P.W.C. STD. PLAN 225-3 1 EA
CONNECT TO ON-SITE IRRIG. N/A N/A 1 EA
2" PVC (SCH 80) WATER LINE CMWD DWG. W-2 ** 1,970 LF
6" PVC (C900, DR18) WATER LINE CMWD DWG. W-2 ** 360 LF
FIRE HYDRANT CMWD DWG. W-17 1 EA
AND W-18 **
CONNECT BLDG. WATER LINE N/A N/A 3 EA
3/4" PVC (SCH 80) WATER LINE CMWD DWG. W-2 ** 325 LF
CONNECT TO DRINKING N/A N/A 5 EA

FOUNTAIN
4" PVC (SDR 35) SEWER LINE CMWD DWG. S-5 ** 620 LF
PRIVATE SEWER CLEAN OUT CMWD DWG. S-6 ** 11 EA
CONNECT BLDG. SEWER LINE N/A N/A 2 EA
CONNECT TO DRINKING N/A N/A 5 EA

FOUNTAIN DRAIN LINE
DRINKING DRAINAGE SUMP DETAIL 8, SHEET L-2.01 N/A 5 EA
civTEC
9/9/2025
2-INCH REDUCED PRESSURE CMWD STD. W-6 ** 2 EA

BACKFLOW PREVENTOR
June 15, 2022
Nasland Engineering
August, 2023
N/A
WS-0.01
CIP 4609
546-1A
386
325
Jesse Sanchez 10/9/25

GENERAL NOTES

1. INDEX OF SHEETS

WORK TO BE DONE

2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE

CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL
CARLSBAD MUNICIPAL CODE1.3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 2. CITY OF CARLSBAD ENGINEERING STANDARDS OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL

3. THIS SET OF PLANS

4. 4. RESOLUTION NO. DATEDREFERENCE DRAWINGSWORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A

5. OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE

6. 7.

5. OBTAINED FROM

8.6. REVISION OF THESE PLANS MAY BE REQUIRED IF

IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE
BASIS OF BEARINGS 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY

7. DATED WDID NO. 9 37S , SW NO.

OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE

10. STORM WATER MANAGEMENT PLAN PREPARED BY

8. DATED , SWMP NO.

9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS 11.

SEWER NOTES LEGEND1.

DESCRIPTION DWG. NO. SYMBOL QUANTITY
CONNECTION TO THE CITY’S EXISTING SYSTEM, A PERMIT2. BEFORE ANY

DEVELOPER
NAME:3.
—WADDRESS:

FW
WATER NOTES PHONE NO.:

1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN %YO ’’CITY OF CARLSBAD ENGINEERING STANDARDS” (LATEST

2.ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE —W BY THE CITY OF CARLSBAD’S DEPUTY CITYBE SIGNED AND APPROVED

SOURCE OF TOPOGRAPHY

3. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BYSHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SW
20 NATIONAL MAP O
VICINITY MAPTHE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE 4.

ALL EXISTING TREES AND STRUCTURES SHALL
CITY OFCOMMENCEMENT OF WORK ANY EXCEPTIONS PROJECT LOCATIONTHIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5’) ORTHEREIN. HIGHWAY THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)5. SHALL BE PROTECTED BY Q
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 INDEX OF THIS PROJECT IS

CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A E REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO 6. O' FARADAY£ C9

16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BENCH MARK

7. CITY OF VISTA

DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CANI ROAD8.PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART

P ALOMARRECEIVED WRITTEN AUTHORITY FROM THE CITY

9. Oo%NGVD 29DATUM:18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING

WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, ROAD
ALGA
’’DECLARATION OF RESPONSIBLE CHARGE”

LA COSTA AVEPACIFIC

O)OCEAN
6I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Or CITY OF ENCINITASFIRM: d
ADDRESS:

CITY, ST.:

TELEPHONE:

RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER 99 99 AS BUILTDATE:BY:

R.C.E. NO.:

22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES REGISTRATION EXPIRATION DATE:
( ABOVEGROUND AND UNDERGROUND ) DATEP.E. EXP.WITHIN THE PROJECT SITE SUFFICIENTLY USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING REVIEWED BY:JESSE SANCHEZ

FIRE MARSHAL DATE

BUILDING OFFICIAL DATE DATEINSPECTOR

POST-CONSTRUCTION BMP TABLE SHEETS

CITY OF CARLSBADSHEET
STORMWATER REQUIREMENTS THAT APPLY: ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR:

TYPE DESCRIPTION OWNERSHIP SHEET NO.

APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATE

24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS DRAWING NO.CONSTRUCTED BY THIS PLAN SHALL INCLUDE ’’STENCILS 99 BE ADDED TO PROHIBIT DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL PERMISSION FROM THE DISTRICT ENGINEER.

ALL BURIED COPPER PIPING AND APPURTENANCES
IMPROVEMENT AGREEMENT.

NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL

CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE’S POLICY IN THE MINIMUM AMOUNT YES
NO
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.

ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.

YES
NO
RECORDED:

ELEVATION:

BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY

MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM

OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE

EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION

EXCAVATION
EXCAVATION.

ACCORDANCE WITH THE
EDITION) VOLUMES 2 & 3.

UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
800
800
800
760
619;
760
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

MAINTENANCE

FREQUENCY

THE PROPOSED

DATE OF THE
1422-4133
1411-7343
1892-0123
1438-7741
262-1122
1434-2980
NOT TO
SCALE
DWN BY:

CHKD BY:

RVWD BY:

MAINTENANCE

AGREEMENT

STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.

APPROVAL, CITY

AS THEY MAY

CHARGE SHALL
BE
SHALL

STANDARD STORMWATER REQUIREMENTS

PRIORITY PROJECT REQUIREMENTS
COMPANY WRITING THE POLICY MUST HAVE A RATING OF ”A-” OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY ’’BESTS” KEY RATING GUIDE.

SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE.

BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.

EXEMPT FROM
TRASH CAPTURE?
70 o'

CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ______________________
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS

TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN

ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION.

THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF

THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.

ALL POTABLE WATER SERVICES SHALL BE 1” AND ALL METERS SHALL BE 1” (UNLESS OTHERWISE NOTED ON PLANS).

ALL WATER METER BOXES SHALL BE 17” X 30” X 12” POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL.

MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET.

DESCRIPTION:.

LOCATION:

CITY OF CARLSBAD FIRE DEPARMENT

REQUIREMENTS

THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.

SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ’’CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 - STANDARD DRAWINGS AND NOTES

AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).

ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
* CITY OF CARLSBAD STANDARD
** CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING
*** SDRSD AS MODIFIED BY CITY OF CARLSBAD
BLASTING PROGRAM AND BLASTING PERMIT.

17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE

NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN
THE CITY AND OTHER APPROPRIATE AGENCIES.

REMOVED PRIOR TO

REQUIRE WRITTEN

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I

HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

TOPOGRAPHY SHOWN HEREON CONFORMS TO
ACCURACY STANDARDS.

EXEMPT FROM
HYDROMODIFICATION?

THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.

ENGINEER AND THE UTILITY OPERATIONS’ PUBLIC WORKS MANAGER.

ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE 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 THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.

NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,

THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.

THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).

CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL.

UNTIL THE PERMITTEE HAS
ENGINEER TO DO SO.

WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.

NO. OF F.H.(S)__F.FLOW________ G.P.M. OUT OF___ F.H.(S).

BLDG. SPRINKLERED YES/NO. . . F.FLOW_________ G.P.M.

CITY OF

MARCOS SAN
INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED.

TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR

WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT

ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR’S EXPENSE.

16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN.

BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY,

10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION

PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.

23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT

LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.

20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.

14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR

SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING

A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING

METHODS FROM INFORMATION GATHERED ON
_ BY________________________________________

THE CALIFORNIA COORDINATE
N______________________________

THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF N RESPONSIBILITIES FOR PROJECT DESIGN. . /av
p

11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION

CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF

CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE

WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.

12. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF

WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR

CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.

13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891, INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.

EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)

19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE

CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE

OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340 x1330

10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.

11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE ’’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 A HIGH-

DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED ’’VINYL-IRON” H.D. FOR C900.

13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY 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 PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.

15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2—INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE

TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER

WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24

INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED

21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN

ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 00 J.CIVIar
“‘foFcnurOC"
64/
C-O1640
Exp. 09-30-27
&
%

OCEANSIDE
78 SOILS REPORT AND RECOMMENDATIONS BY
______________ DATED____________________
Pwy
PROJECT NO.

CUP2021—0014

UNDERGROUND SERVICE ALERT
SDG&E
AT&T

TIME WARNER CABLE

COX COMMUNICATIONS

CITY OF CARLSBAD(STREETS AND STORM DRAIN)
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
* BUENA SANITATION DISTRICT
* AS APPROPRIATE
1G 0
o
% n
120
oROFESS/o,, E.Ca,(A yP 97"Cw
O \
$ %
1 oK
6 %
AX
$
oX
$/)
10'
EA6E0ENTTO6AN'IEGO

COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
10'
10'
0102040
SCALE: 1" = 20'
S
E
FARADAY AVE.

WATER / SEWER CONSTRUCTION NOTES:

FARADAY AVE.

WHITMAN WAY
SHEET
2 S
E

SHEET INDEX MAP
SCALE: 1" = 500'

DETAIL ' A'
SHEET 4
SHEET
5 * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.
6" FIRE
WATER
2" WATER METER
- SEE DWG.

ROW2023-0762
2" R.P.B.P.
- SEE DWG. ROW2023-0762
2" DOM. WATER P.O.C.
- JOIN BUILDING LINE
6" FIRE BACKFLOW ASSEMBLY
- SEE DWG. ROW2023-0762
6" C.O. - G.B.

CONNECTION TO EXIST.
6" P.V.C. SEWER LATERAL
*(41.0±) INV 6"

41.33 INV 4"
- CONNECT WITH

ECCENTRIC REDUCER
C.O. - G.B.

42.58 INV 4"
C.O.
4" SEWER P.O.C.

63.32 INV 4"
- JOIN BUILDING LINE
2" DOM.

WATER
4" SEWER
@ 2%
65 67
69 83
84 8485
EXIST. 54" CML/CMC

WATER LINE
PER SHEET C-10 OF
DWG. NO. 578-5H
50 EXIST. 8" P.V.C.

WATER LINE
PER SHEET 4 OF DWG.

NO. 369-2F
50 EXIST. 12" P.V.C.

SEWER LINE
PER SHEET 14 OF
DWG. NO. 369-2F
50 EXIST.12" P.V.C.

RECYCLED WATER LINE
PER SHEET 9 OF DWG.

NO. 369-2F
50 EXIST. GAS LINE
EXIST. ELEC. LINE50
EXIST. GAS LINE
EXIST. ELEC. LINE
50 50
EXIST. 6" P.V.C.

SEWER LATERAL
PER SHEET 14 OF
DWG. NO. 369-2F
50 54.35± INV 4" S.D.

44.3± TOP 4" SEW.

61.75± INV 8" S.D.

56.5± TOP 4" SEW.

PROP. BLDG.

67.5 F.F.

C.O. - G.B.

53.49 INV 4"84
C.O. - G.B.

57.32 INV 4"84
C.O.

55.41 INV 4"84
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20

GENERAL CONSTRUCTION
2" WATER65
2" WATER65
2"
WATER65
FIRE
HYDRANT68
F.H.
4" SEWER
@ 33.7%83
4" SEWER
@ 2%83
3/4"
WATER73
4" SEWER
@ 8%83
CONNECT TO PROP.

DRINKING FOUNTAIN
-SEE LANDSCAPE

ARCHITECT PLANS
74 3/4"
WATER73
REMOVE EXIST. WATER

SERVICE AND CAP AT MAIN
- SEE DWG. ROW2023-0762
3/4" DOM. WATER P.O.C.
- JOIN BUILDING LINE69
"AS BUILT"
DATE

INSPECTORDATE
REVIEWED BY:

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

WATER / SEWER PLANS - N'LY
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025
4" SEWER
@ 10%83
C.O.

42.73 INV 4"84

PRIVATE SEWER CONSTRUCTION
PROTECT IN PLACE50
NOT USED51
66 67
68 CONSTRUCT 4" PVC SEWER LATERAL (SDR 35), BEDDING PER CITY STD. DWG. NO. S-5 CONSTRUCT PRIVATE SEWER CLEANOUT PER CITY STD. DWG. NO. S-6 - 6" C.O. REQUIRED AT PROPERTY LINES CONNECT PRIVATE WATER LINE TO BLDG. WATER LINE - SEE BUILDING PLUMBING PLANS CONNECT PRIVATE SEWER LINE TO BLDG. SEWER LINE - SEE BUILDING PLUMBING PLANS

NOT USED

PRIVATE WATER CONSTRUCTION
65 64
69 70
85 84
83 NOT USED
CONSTRUCT 2" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 INSTALL FIRE HYDRANT PER CMWD STD. DWG. NO. W-17 AND W-18 CONNECT TO QUICK COUPLER PER DETAIL 1, SHEET 1

PRIVATE RECYCLED WATER CONSTRUCTION
75CONNECT TO ON-SITE IRRIGATION LINE - SEE IRRIGATION PLANS INSTALL QUICK COUPLER PER DETAIL 1, SHEET 1
CONSTRUCT 6" PVC (C900, DR18) WATER LINE, THRUST BLOCK PER CMWD STD. DWG. NO. W-19, BEDDING PER CMWD STD. DWG. NO. W-2
CONSTRUCT BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-352 71 72
73CONSTRUCT 3/4" PVC (SCH 80) WATER LINE, BEDDING PER CMWD STD. DWG. NO. W-2 74CONNECT DOMESTIC WATER LINE TO DRINKING FOUNTAIN PER MANUFACTURER'S SPECIFICATIONS SEE DWG. NO. 546-1

71.0 TOP

63.7 TOP

ABBREVIATIONS

GB GRADE BREAK

SD STORM DRAIN

SEW SEWER

TOP TOP OF PIPE

W WATER
86 CONSTRUCT DRINKING FOUNTAIN SUMP PER DETAIL 8, SHEET L-2.0187

CONNECT PRIVATE SEWER LINE TO DRINKING FOUNTAIN DRAIN LINE PER MANUFACTURER'S SPECIFICATIONS 4" SEWER
@ 2%83
SUMP

70.9 INV 4"87

71.0 INV 4"86
SHEET
3 SHEET
4 50
QUICK
COUPLER6670

64.8 TOP
2" WATER65

62.4 TOP W

60.7 TOP SD
2" WATER65
MATCHLINE - SEE SHEET 3

71.8 TOP W

70.6 TOP SD
INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6 6" FIRE
WATER67

CONNECT TO QUICK

COUPLER WATER LINE
- SEE IRRIGATION PLANS
2" R.P.B.P.712" WATER65
2" WATER65
2" WATER65
6" FIRE
WATER67
6" FIRE
WATER67

66.5 TOP W

64.9 TOP SD

71.0 TOP W

69.7 TOP SD

71.5 TOP W

70.3 TOP SD

62.8 TOP W

61.6 TOP SD

62.0 TOP W

59.1 TOP SEW.

62.0 TOP W

59.5 TOP SEW.

61.8 TOP W

55.3 TOP SEW.

64.7 TOP

64.8 TOP

64.7 TOP

63.5 TOP

63.6 TOP

62.2 TOP

62.0 TOP

60.5 TOP

71.0 TOP
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20

62.6 TOP

62.7 TOP

63.5 TOP

62.1 TOP
WS-0.02
CIP 4609
546-1A
326
386
Jesse Sanchez 10/9/25
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CITY OF CARLSBAD
2 SHEET

ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:

RROFESS/o,
APPROVED: JASON S. GELDERT©
47 “172
/ /
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATEC-81640 Exp. 09-30-27
DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL DWN BY:

CHKD BY:

RVWD BY:

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-SEE LANDSCAPE

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74 130.0 TOP
4" SEWER
@ 2%83
SUMP
129.9 INV 4"87
130.0 INV 4"86
SHEET
3 SHEET
4 0102040
SCALE: 1" = 20'
S
E
WATER / SEWER CONSTRUCTION NOTES:

FARADAY AVE.

WHITMAN WAY
SHEET
2 S
E

SHEET INDEX MAP
SCALE: 1" = 500'

DETAIL ' A'
SHEET 4
SHEET
5 * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.

GENERAL CONSTRUCTION
"AS BUILT"
DATE

INSPECTORDATE
REVIEWED BY:

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

WATER / SEWER PLANS - N'LY
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

NOT USED

ABBREVIATIONS

GB GRADE BREAK

SD STORM DRAIN

SEW SEWER

TOP TOP OF PIPE

W WATER
86 CONSTRUCT DRINKING FOUNTAIN SUMP PER DETAIL 8, SHEET L-2.0187

CONNECT PRIVATE SEWER LINE TO DRINKING FOUNTAIN DRAIN LINE PER MANUFACTURER'S SPECIFICATIONS MATCHLINE - SEE SHEET 2
MATCHLINE - SEE SHEET 4
2" WATER65
2" WATER652" WATER65
3/4" WATER73
130.3 TOP W
128.85 TOP SD
INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6 130.8 TOP W
129.6 TOP SD
129.9 TOP
130.1 TOP
130.5 TOP
130.5 TOP
136.0 TOP
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ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATEC-81640 Exp. 09-30-27
DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL

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DETAIL ''A'
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IRRIG. P.O.C.
- SEE IRRIGATION

PLANS FOR

CONTINUATION
EXIST.12" P.V.C.

RECYCLED WATER LINE
PER SHEET 11 OF DWG.

NO. 369-2F
50 EXIST. ELEC. LINE50
PROP. 4" RECYCLED WATER
SERVICE WITH 3" METER
- SEE DWG. ROW2023-0762
EXIST. 2" AIR RELEASE

AND VACUUM RELIEF
ASSEMBLY PER SHEET 11
OF DWG. NO. 369-2F
50 0102040
SCALE: 1" = 20'
S
E
FARADAY AVE.

WHITMAN WAY
SHEET
2 S
E

SHEET INDEX MAP
SCALE: 1" = 500'

DETAIL ' A'
SHEET 4
SHEET
5 * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.
"AS BUILT"
DATE

INSPECTORDATE
REVIEWED BY:

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

WATER / SEWER PLANS - N'LY
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025
SHEET
3 SHEET
4 WATER / SEWER CONSTRUCTION NOTES:

GENERAL CONSTRUCTION

NOT USED

ABBREVIATIONS

GB GRADE BREAK

SD STORM DRAIN

SEW SEWER

TOP TOP OF PIPE

W WATER
86 CONSTRUCT DRINKING FOUNTAIN SUMP PER DETAIL 8, SHEET L-2.0187

CONNECT PRIVATE SEWER LINE TO DRINKING FOUNTAIN DRAIN LINE PER MANUFACTURER'S SPECIFICATIONS MATCHLINE - SEE SHEET 3
196.5 TOP
2" WATER65
2" WATER65
CONNECT TO PROP.

DRINKING FOUNTAIN
-SEE LANDSCAPE

ARCHITECT PLANS
74 4" SEWER
@ 2%83
SUMP
205.4 INV 4"87
205.5 INV 4"86
205.3 TOP W
204.1 TOP SD
175.5 TOP
171.5 TOP W
165.9 TOP SD
INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6

PROTECT IN PLACE EXISTING
2” RW METER, BACKFLOW,

MASTER VALVE, FLOW

SENSOR, AND CONTROLLER

THAT SERVES THE

IRRIGATION IN THE MEDIAN
ON FARADAY AVE.
50 EXIST. 54" CML/CMC

WATER LINE
PER SHEET C-15 OF
DWG. NO. 478-5H
50 WS-0.04
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APPROVED: JASON S. GELDERT©
47 “12/ / ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATEC-81640 Exp. 09-30-27
DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL DWN BY:

CHKD BY:

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CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CITY AND CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

VERIFY EXACT SIZE, LOCATION AND INVERT OF BUILDING SEWER P.O.C. AND SIZE AND LOCATION OF BUILDING WATER P.O.C. WITH PLUMBING DRAWINGS PRIOR TO CONSTRUCTION AND COORDINATE INSTALLATION.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED.
2" WATER METER
- SEE ROW2023-0762
2" R.P.B.P.
- SEE ROW2023-0762
2" DOM. WATER P.O.C.
- JOIN BUILDING LINEC.O.
4" SEWER P.O.C.
102.5 INV 4"
- JOIN BUILDING LINE
69 8485
EXIST. 8" P.V.C.

WATER LINE
PER SHEET 6 OF DWG.

NO. 369-2F
50 EXIST. 12" P.V.C.

SEWER LINE
PER SHEET 16 OF
DWG. NO. 369-2F
50 EXIST. ELEC. LINE50

95.35± INV 12" S.D.

94.25± TOP 4" SEW.

PROP. BLDG.
106.5 F.F.

TRAFFIC RATED
6" C.O. - G.B.

89.14 INV 6"

89.31 INV 4"
- CONNECT
WITH

ECCENTRIC

REDUCER
84 C.O. - G.B.

94.40 INV 4"84
C.O.

96.00 INV 4"84
PROP. STORM DRAIN
(TYP.)
- SEE SHEETS C-1.01
TO C-1.20
2"
WATER65

FIRE HYDRANT
- SEE ROW2023-0762
F.H.
4" SEWER
@ 15.5%83
2"
WATER65
3/4"
WATER73
4" SEWER
@ 2%83
4" SEWER
@ 5.2%83
4" SEWER
@ 2%83
C.O.-G.B.

97.6 INV 4"84
EXIST.12" P.V.C.

RECYCLED WATER LINE
PER SHEET 11 OF DWG.

NO. 369-2F
50 2" DOM.

WATER65
2" DOM.

WATER65
3/4"
WATER73
CONNECT TO PROP.

DRINKING FOUNTAIN
-SEE LANDSCAPE

ARCHITECT PLANS
74 CONNECT TO PROP.

DRINKING FOUNTAIN
-SEE LANDSCAPE

ARCHITECT PLANS
74 100.8± INV 12" S.D.

98.4± TOP 4" SEW.
52 01020
SCALE: 1" = 20'
S
E
"AS BUILT"
DATE

INSPECTORDATE
REVIEWED BY:

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

WATER / SEWER PLANS - S'LY
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025
40 SEE DWG. NO. 546-1

95.4 TOP

96.5 TOP
100.0 TOP
101.5 TOP W
100.0 TOP SD
102.5 TOP
102.5 TOP
102.5 TOP
103.0 TOP W

97.7 TOP SD
103.8 TOP
G.B.
103.8 TOP
103.8 TOP
105.5 TOP
106.6 TOP
104.2 TOP W
101.5 TOP SD
103.8 TOP W
101.2 TOP SD
4" SEWER
@ 2%83
SUMP
106.5 INV 4"87
106.6 INV 4"86
4" SEWER
@ 2%83
SUMP
103.7 INV 4"87
103.8 INV 4"86
WATER / SEWER CONSTRUCTION NOTES:

GENERAL CONSTRUCTION

NOT USED

ABBREVIATIONS

GB GRADE BREAK

SD STORM DRAIN

SEW SEWER

TOP TOP OF PIPE

W WATER
86 CONSTRUCT DRINKING FOUNTAIN SUMP PER DETAIL 8, SHEET L-2.0187

CONNECT PRIVATE SEWER LINE TO DRINKING FOUNTAIN DRAIN LINE PER MANUFACTURER'S SPECIFICATIONS FARADAY AVE.

WHITMAN WAY
SHEET
2 S
E

SHEET INDEX MAP
SCALE: 1" = 500'

DETAIL ' A'
SHEET 4
SHEET
5 SHEET
3 SHEET
4 2"
WATER65
103.8 TOP W
102.5 TOP SD
EXIST. 54" CML/CMC

WATER LINE
PER SHEET C-15 OF
DWG. NO. 478-5H
50 99.7 TOP WAT.

97.1± TOP 4" SEW.
102.7 TOP WAT.
101.5± TOP 4" SEW.
3/4"
WATER73
INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CMWD STD. DWG. NO. W-6

95.6 TOP W

94.2 TOP SD

CONNECT TO QUICK

COUPLER WATER LINE
- SEE IRRIGATION PLANS
2" R.P.B.P.71

95.6 TOP
WS-0.05
CIP 4609
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SHEETS

CITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:

RROFESS/o,
APPROVED: JASON S. GELDERT©
47 “172
/ /
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATEC-81640 Exp. 09-30-27
DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL DWN BY:

CHKD BY:

RVWD BY:

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PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

COVER SHEET
MI-201
MI-302MI-303
MI-304MI-305
MI-301
MI-202MI-203
MI-204MI-205
MI-306MI-307
MI-206MI-207
MI-308MI-309
MI-208MI-209
MI-310
MI-210
MI-311
MI-211

RCW OVERHEAD
X
X
X
X
X

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLE

PARKING
ONLY

ELECTRICVEHICLE

PARKING
ONLY
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
VAN
X
X
X
X
X
XX
X
X
XX
X
X

X
X
X
X
X
X
X
X
X
X
X
X
X

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION COVER SHEET
FARADAY AVE.

WATER EFFICIENT LANDSCAPE DECLARATION:

PHONE NO: ( )
REGISTRATION NO: EXPIRATION DATE:

BY:
619 681-0090
511603-31-25

SIGNATURE

I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND

IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S
LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS.

I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE
REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE

PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.

OMISSION STATEMENT
THERE ARE NO COMFORT STATIONS, SWIMMING POOLS, OR WELLS ON THE SITE.

DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF.

NOTE:

RECYCLED WATER WARNING TAGS, TAPE AND SIGNS ARE

TO BE INSTALLED PER SAN DIEGO COUNTY DEPARTMENT
OF ENVIRONMENTAL HEALTH REQUIREMENTS.

RECYCLED WATER NOTES COUNTY OF SAN DIEGO

1. ON-SITE CROSS CONNECTION BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED.

2. ALL RECYCLED IRRIGATION PIPE SHALL BE COLOR CODE PURPLE PANTONE 522. STICKERS WITH "CAUTION RECYCLED WATER DO NOT DRINK". ORIENT THE STENCILING TO THE TOP OF THE TRENCH FOR LATERALS.

INSTALL PURPLE METALLIC TAPE OVER THE RECYCLED WATER MAINS.

3. THE DESIGN AND LOCATION FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE DESIGNATED BY CITY OF CARLSBAD REPRESENTATIVE AT THE TIME OF RECLAIMED WATER CONVERSION.

RECYCLED WATER SYSTEM

VETERANS MEMORIAL PARK
CARLSBAD, CA.

E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING.

F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.

G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.

H. CROSS-CONNECTION TEST IF REQUIRED.

I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER.

3. ANNUAL INSPECTION SHALL INCLUDE:

A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION.

REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER,

CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.

INSPECTION PROCEDURES:

LEGEND

DO NOT DRINK SIGN

INSPECTION PROCEDURES

1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE:

A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY).

B. PIPE IDENTIFICATION.

C. SLEEVING AT CROSSINGS.

D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS.

AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE

OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.

2. DISTRICT FINAL INSPECTION SHALL INCLUDE:

A. SIGNAGE INSTALLED PER PLAN.

B. CONTROLLER STICKERS.

C. TAGGING OF VALVES.

D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO

ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE.

DEH2024-LRWS-XXXX
NOTE:

FINAL CONNECTIONS TO THE EXISTING IRRIGATION

RECYCLED MAINLINE ARE TO BE PERFORMED ONLY
AFTER APPROVAL IS PROVIDED BY CMWD AND DEH.

NOTE:

FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE

REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS

WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE
CITY PRIOR TO RELEASE OF SECURITIES.

RECYCLED IRRIGATION MAINLINERC

GENERAL NOTES

RECYCLED WATER NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.

2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.

3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING.

4. HOSE BIBS ARE STRICTLY PROHIBITED.

5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES

6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.

7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.

8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR

IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER

OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M.

9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CMWD'S RULES AND REGULATIONS.

10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE.

LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED.

11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.

12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON

RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.

13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE.

14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER",

COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.

15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER

AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.

16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW

POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES.

17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE

OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE

SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.

18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.

19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY.

20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS.

21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH

THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES

OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT.

IN CASE OF EMERGENCY CONTACT:

OR AFTER HOURS CONTACT:

22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS.

23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE.

24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.

25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (442)-339-2362.

BOB ROTA
(760)-476-2468
NOTE:

NO EXISTING OR PROPOSED WELLS ON THIS SITE.

INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE

SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT

OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM" FORM. A REQUEST FOR

A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. EMAIL THE "FINAL LANDSCAPE CERTIFICATION FORM" TO bp@dugmoredesignstudio (760) 944-8943.

LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436-7327.

DATE:

FIRM NAME & ADDRESS:

PHONE NO: ( )
DECLARATION OF RESPONSIBLE CHARGE:

SPURLOCK LANDSCAPE ARCHITECTS
2122 HANCOCK STREET
SAN DIEGO, CA 92110
619 681-0090
5116
03-31-25

SIGNATUREDATE

XX-XX-XX

I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF

CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO

A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

REGISTRATION NO:

EXPIRATION DATE:

C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS.

D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT.

E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE

AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED

THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC.

F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND

APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS.

1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS.

G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.

A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER - DO NOT DRINK"
IMPRINTED ON ONE SIDE, AND "AVISO - AGUA IMPURA- NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.

B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:

1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR

2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR

3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.

2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS.

ON 8-1/2" X 11" SIZED SIGN.

COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.

1. GUIDELINES FOR RECYCLED WATER USE
A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING

OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE.

B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING.

THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL.

TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING

THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).

SIGNAGE NOTES

HATCH LEGEND
DATE:

COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

4. CROSS CONNECTION TEST:

A CROSS CONNECTION TEST SHALL BE REQUIRED EVERY FOUR YEARS

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

IRRIGATION OVERALL

LANDSCAPE IRRIGATION PLANS
SHT. TITLESHT. NUMBER
MI-200
MI-201 - MI-211
MI-212
MI-213

IRRIGATION LEGEND & NOTES

IRRIGATION CALCULATIONS
MI-214 - MI-215 IRRIGATION DETAILS
IRRIGATION TITLE SHEETMI-001
RW
RC
RC
RC
RC
RC
RC
RC
(POC #1) CONNECTION TO

RECYCLED IRRIGATION

MAINLINE STUB-OUT, REFER

TO ADJACENT PARK

IRRIGATION PLANS
(POC #3) CONNECTION TO

RECYCLED IRRIGATION

MAINLINE STUB-OUT, REFER

TO ADJACENT PARK

IRRIGATION PLANS
(POC #2) CONNECTION TO

RECYCLED IRRIGATION

MAINLINE STUB-OUT, REFER

TO ADJACENT PARK

IRRIGATION PLANS
(POC #4) CONNECTION TO

RECYCLED IRRIGATION

MAINLINE STUB-OUT, REFER

TO ADJACENT PARK

IRRIGATION PLANS
(POC #5) CONNECTION TO

RECYCLED IRRIGATION

MAINLINE STUB-OUT, REFER

TO ADJACENT PARK

IRRIGATION PLANS

REFER TO ADJACENT PARK

IRRIGATION PLANS SET FOR

FULL RECYCLED WATER

USE EXHIBIT, TYPICAL

CONNECTION TO RECYCLED

IRRIGATION MAINLINE

BOB ROTA
(760)-476-2468

PARK IMPROVEMENTS
PER CIP 4069HMP

PRESERVE
N
N.T.S
DEH2024-LRWS-001489
26 4/30/24
04/30/24
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
6607
04/30/24
03-31-26
MI-001
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 331
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TWO WORKING DAYS

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Date
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UNDERGROUND SERVICE
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_ City of
Carlsbad 69
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10/10/25
X
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ELECTRIC

VEHICLE

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ELECTRIC

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ELECTRICVEHICLEPARKING
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VEHICLE

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VEHICLE

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VAN
VAN
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PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED.

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE.

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE.

NOTE 7:

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

IRRIGATION OVERALL PLAN
FARADAY AVE.

MI-202MI-203
MI-204MI-205
MI-201
MI-206MI-207
MI-208
MI-209
MI-210
MI-211

PARK IMPROVEMENTS
PER CIP 4069

PARK IMPROVEMENTS
PER CIP 4069
HMP

PRESERVE
N

WHITMAN
WAY
(POC #1) CONNECTION TO

RECYCLED IRRIGATION
MAINLINE STUB-OUT.
(POC #3) CONNECTION TO

RECYCLED IRRIGATION
MAINLINE STUB-OUT.
(POC #2) CONNECTION TO

RECYCLED IRRIGATION
MAINLINE STUB-OUT.
(POC #4) CONNECTION TO

RECYCLED IRRIGATION
MAINLINE STUB-OUT.
(POC #5) CONNECTION TO

RECYCLED IRRIGATION
MAINLINE STUB-OUT.

NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED

AND CONNECTED TO A POTABLE WATER SOURCE PENDING

SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST
PERFORMED BY CMWD AND DEHQ. FINAL CONNECTION TO THE

EXISTING RECYCLED WATER SOURCE IS TO BE PERFORMED
ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-200
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 332
386
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DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY
X
X
X
X
X
X
X
X
X
X
X
X
X
VAN
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G36 1.5"
MP
33 0.45
40 7,000 HZ1
3/4"
1"
1"
11/4"
11/4"
3/4"
1"
11/4"
2"
11/2"
G35 1"
MP
5 0.45
40 1,061 HZ1
3/4"
3/4"
1"
1"
3/4"
1"
11/2"
21/2"
21/2"
21/2"
21/2"

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

PARK IMPROVEMENTS
PER CIP 4069
MATCHLINE SEE SHEET MI-204
MATCHLINE SEE SHEET MI-202
N

WHITMAN WAY

PROJECT BOUNDARY

LIMIT OF WORK

LIMIT OF WORK
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

IRRIGATION PLAN
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-201
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 333
386
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10/10/25
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3/4"
3/4" 1"
11/4"
11/4"
11/2"
11/2"
3/4"
1"
11/4"
3/4"
11/4"
11/2"
2"
3/4"
11/4"
11/4"
1"
3/4"
1"
1"3/4"
11/4"
11/4"1"
2"
3/4"3/4"
3/4"
11/2"
3/4" 1"
3/4"
3/4"
1"
1"
11/4"
11/4" 3/4"
3/4"
21/2"
21/2"
21/2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE
MATCHLINE SEE SHEET MI-204
MATCHLINE SEE SHEET MI-201

LIMIT OF WORK

PROJECT BOUNDARY
N
MATCHLINE SEE SHEET MI-203
MATCHLINE SEE SHEET MI-205

LIMIT OF WORK

LIMIT OF WORK
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

IRRIGATION PLAN

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-202
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 334
386
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SHEETSCITY OF CARLSBADSHEET
C.WAX
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A0
PROJECT NO. DRAWING NO.07 DATE INITIAL DATE INITIAL DATE INITIALAiCh REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL2. _ City of
Carlsbad Date
or CAW
1 TWO WORKING DAYS

BEFORE YOU DIG
V
03/31/26
Renewal Date
k
k
W W
•7
4 W1
1U

UNDERGROUND SERVICE
_ ALERT
69 I
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7X
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10/10/25
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3/4"
1"
11/4"
1"
3/4" 1" 11/4"
3/4"
11/2"
1"
1"
11/4"
11/4"1"
11/2"
2" 2"
3/4" 1"
1" 11/4"
11/4"
2"
21/2"
21/2"
21/2"
21/2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE
MATCHLINE SEE SHEET MI-202
MATCHLINE SEE SHEET MI-205

LIMIT OF WORK

LIMIT OF WORK
N

PROJECT BOUNDARY

LIMIT OF WORK
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

IRRIGATION PLAN

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-203
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 335
386
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X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X
X
X
X
G33 1.5"
MP
38 0.45
40 8,061 HZ1
G341.5"
MP
27 0.45
40 5,727 HZ1
3/4"
1"
1"
11/2"
2"
1"
3/4"
1"
G32 1"
MP
20 0.45
40 4,242 HZ1
3/4"
3/4"
1"
3/4" 11/4"
11/4"
3/4"3/4"
1"
11/4"
11/2"
3/4" 1"
11/4"
11/4"
11/2"
11/2" 2"
3/4"1"
3/4"
1"
3/4"
11/4"11/4"
3/4"2"
2"
21/2"
21/2"
21/2"
21/2"
21/2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

IRRIGATION PLAN
MATCHLINE SEE SHEET MI-205
MATCHLINE SEE SHEET MI-201
MATCHLINE SEE SHEET MI-206

LIMIT OF WORK

PARK IMPROVEMENTS
PER CIP 4069
N

LIMIT OF WORK

LIMIT OF WORK
MATCHLINE SEE SHEET MI-202

LIMIT OF WORK

LIMIT OF WORK
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-204
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 336
386
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Date
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Renewal Date
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
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X
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X
X
X
X
X
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X
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G31 1"
MP
13 0.45
40 2,757 HZ1
G301.5"
MP
30 0.45
40 6,364 HZ1
G29 1.5"
MP
40 0.45
40 8,697 HZ1
G28 1.5"
MP
25 0.45
40 5,303 HZ1
G27 1.5"
MP
41 0.45
40 6,800 HZ1
G26 1"
MP
14 0.45
40 2,970 HZ1
3/4"
1"
1"
11/4"
11/4"
11/4"
3/4"
1"
1"
11/4"
3/4"1"
11/4"
3/4"
2"
3"
1"
11/4" 3/4"
1"11/4"
3/4"
1"
1"
11/4"
11/4"
11/2"2"
2"
3/4"2"
2"
11/2"
11/2"
3/4"
3/4"
2"
2"
G25 1"
MP
21 0.45
40 6,571 HZ1
11/4"
11/2"
11/2"
11/2"
21/2"
21/2"
2" 21/2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN
MATCHLINE SEE SHEET MI-204
MATCHLINE SEE SHEET MI-203
N
MATCHLINE SEE SHEET MI-207

LIMIT OF WORK

LIMIT OF WORK
MATCHLINE SEE SHEET MI-202

PARK IMPROVEMENTS
PER CIP 4069
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

LIMIT OF WORK

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

POINT OF CONNECTION (POC) #1 SHALL BE A 3" CONNECTION TO A RECYCLED WATER IRRIGATION MAINLINE AND CONTROL WIRE STUB-OUT DOWNSTREAM OF A 2" RECYCLED WATER METER. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. WHEN USING RECYCLED WATER ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION

SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE

POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

WATER PRESSURE REQUIRED AT POC: 63 PSI (DYNAMIC)
DESIGN WATER PRESSURE:58 PSI
MAXIMUM SYSTEM DEMAND:40 GPM
RESIDUAL WATER PRESSURE:5 PSI
NOTE B:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE C:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD

IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

NOTE D:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS.

THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED.

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE

EXTENT OF THE EXISTING SYSTEMS AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

IRRIGATION POINT OF CONNECTION #1;
REFER TO NOTE "A"

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-205
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 337
386
POC #1 WATER PRESSURE LOSS CALCULATIONS
TER METER NUMBER VATER METER SITE | heS)
POC ELEVATION IFTI"S -
POC#1 (PSI)
REMOTE CONTROL VLVE SIZE (in.)

MAND PM)

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Date
OF CAW

ROVIDED FOR THIS PROJECT

UNAUTHORED USE BY ANY
PRESSURE LOSS CALCULATION 6
BY SWEENEY & ASSOCIATES. INC
■
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BEFORE YOU DIG
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STATIC PRESSURE AT HIGHEST HEAD
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3.00 1.50
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25.00 41
223
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LATION VALVES (BALL TY
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0.24 2.20

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10/10/25
X
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XXXXXXXXXXXXXXX

X X X X X X X

XXXXXXXXXXX

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X X X X X X X X X X
G201.5"
MP
29 0.45
40 8,897 HZ1
G19 1.5"
MP
23 0.45
40 7,056 HZ1
11/4"
11/4"
11/2"
2"2"
11/4"
3/4"
11/2"
2"
11/4"
G241"
MP
15 0.45
40 4,074 HZ1
G23 1"
MP
13 0.45
40 3,531 HZ1
3/4"
1"
1"
11/4"
11/4"
3/4" 2"
11/2"
2"
2"
1"
G22 1"
MP
18 0.45
40 4,889 HZ1
G21 1"
MP
20 0.45
40 5,432 HZ1
11/4"
11/4"
11/4"
11/2"
11/2"11/2"
11/2"
11/2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN
N
MATCHLINE SEE SHEET MI-207
MATCHLINE SEE SHEET MI-204

LIMIT OF WORK

LIMIT OF WORK
MATCHLINE SEE SHEET MI-208

LIMIT OF WORK

PARK IMPROVEMENTS
PER CIP 4069
MI-201MI-202MI-203
MI-204MI-205
MI-206 MI-207
MI-208MI-209
MI-210
MI-211
IRRIGATION POINT OF CONNECTION #2;
REFER TO NOTE "A"

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
IRRIGATION POINT OF CONNECTION #3;
REFER TO NOTE "B"

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

NOTE A:

POINT OF CONNECTION (POC) #2 SHALL BE A 3" CONNECTION TO A RECYCLED WATER IRRIGATION MAINLINE AND CONTROL WIRE STUB-OUT DOWNSTREAM OF A 2" RECYCLED WATER METER. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. WHEN

USING RECYCLED WATER ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC

WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS

FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE

FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS

SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

WATER PRESSURE REQUIRED AT POC: 61 PSI (DYNAMIC)
DESIGN WATER PRESSURE:56 PSI
MAXIMUM SYSTEM DEMAND:29 GPM
RESIDUAL WATER PRESSURE: 5 PSI
NOTE B:

POINT OF CONNECTION (POC) #3 SHALL BE A 3" CONNECTION TO A RECYCLED WATER IRRIGATION MAINLINE AND CONTROL WIRE STUB-OUT DOWNSTREAM OF A 2" RECYCLED WATER METER. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. WHEN

USING RECYCLED WATER ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC

WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS

FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE

FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS

SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

WATER PRESSURE REQUIRED AT POC: 54 PSI (DYNAMIC)
DESIGN WATER PRESSURE:49 PSI
MAXIMUM SYSTEM DEMAND:19 GPM
RESIDUAL WATER PRESSURE:

NOTE C:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE D:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE E:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER.

COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM

PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS.

NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED.

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF

ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN

ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING

MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING

SYSTEMS AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-206
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 338
386
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POC #2 WATER PRESSURE LOSS CALCULATIONS
WATER METER NUMBER 1
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POC #3 WATER PRESSURE LOSS CALCULATIONS
WATER METER NUMBER 1
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PROJECT NO. DRAWING NO.07 DATE INITIAL DATE INITIAL DATE INITIALA Parks & Recreation Department1 REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL I
I
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20 21
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REMOTE CONTROL VALVE #
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HIGHEST HEAD SERVED |FT|
9 10
13 14
15 '3
17 9
10 13
14 15
16 17
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REMOTE CONTROL VALVE #

RCV DEMAND (GPM)

HIGHEST HEAD SERVED (FT)
TOTAL SYSTEM PRESSURE LOSS {SUM OF #l THRU »17)

PRESSURE REQUIRED AT HEAD (OPERATNG PRESSURE)
TOTAL PRESS URE REQUIRED (SUM OF #18 AND #19)
STATIC WATER PRESSURE (FROM ABOVE)___________
RESIDUAL PRESSURE (SUBTRACT #20 FROM #21)_____
SET PRV CR MCV AT (820 PLUS 10 PSI)
18 19
20 21
22 23
24 /
/
TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17)_________ PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE;_______
TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19)____________ STATIC WATER PRESSURE (FROM ABOVE)_____________________ RESDUAL PRESSURE (SUBTRACT #20 FROM #21)_______________ SET PRV OR MCV AT {#23 PLUS 10 PSI
PRESSURE BCOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESDUAL)

1.50 29
-8 7
FLOW
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-
DESCRPTION_____________________________
SOLATION VALVES (BALL TYPE)_____________
100 FEET OF MAINLINE SCH, 40 PVC_________
10-90 DEGREE ELBOWS____________________

REMOTE OONTROL VALVE ASSEMBLY
LATERAL UNE LOSSES_____________________

FITTNG LOSS (IN ADDITION TO ELBOWS SHOWN)

ELEVATION CHANGE (P O C TO HIGHEST HEAD)

1.00 20
-6.5
WATER METER SEE (hches)________
POC ELEVATION (FT______________
REQUIRED PRESSURE § POC 83 IPSI)
REMOTE CONTROL VALVE SIZE |ln.) ~
TOTAL DEMAND (GPM)____________

STATIC PRESSURE AT HIGHEST HEAD
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WATER METER SIZE (Inches)_
POC ELEVATION (FT)________________
REQUIRED PRESSURE @ POC #2 (PSI
REMOTE OONTROL VALVE SvE Qn.)
■TOTAL DEMAND (GPM)

STATIC PRESSURE AT HGHEST HEAD
777
DESCRPTION_____________________________
ISOLATION VALVES [BALL TYPE)____________
100 FEET OF MAINLNE SOH 40 PVC
10 - 90 DEGREE ELBOWS___________________

REMOTE OONTROL VALVE ASSEMBLY
LATERAL LINE LOSSES____________________

FIT TNG LOSS (FJ ADDITION TO ELBOWS SHOAN)
ELEVATION CHANGE (P.O.C TO HGHEST HEAD;
/
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0.50 0.14

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4.00 0.03
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PRESSURE LOSS CALCULATION IS PROVIDED FOR TH S PROJECT

BY SWEENEY & ASSOCIATES INC UNAUTHORIZED USE BY ANY

OTHER PERSON, COMPANY OR PROJECT S FORBIDDEN WITHOUT
WRIIIEN PERMISSION.
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SIZE (inches)

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X
X
X
X
X
X

X X X X X
X
X

X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
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X
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X
X
G16 1.5"
MP
28 0.45
40 5,236 HZ1
3/4"
3/4"
2"
2"
2"
2"
11/4"
11/2"
11/4"
11/2"
2"
3/4"
1"
3/4"
3/4"
11/4"
11/2" 3/4"
3/4"
1"
11/4"11/2"
2"
3/4"
3/4"
3/4"
1"
3/4"
1"
11/4"
3/4"
11/2"
G17 1.5"
MP
27 0.45
40 8,284 HZ1
3/4"
G18 1"
MP
13 0.45
40 1,688 HZ1
3/4"
1"
1"
11/4"
3/4"
1"
3/4"
1"
1"
11/4"
11/4" 11/4"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN
N
MATCHLINE SEE SHEET MI-206
MATCHLINE SEE SHEET MI-205

LIMIT OF WORK

LIMIT OF WORK
MATCHLINE SEE SHEET MI-209

LIMIT OF WORK

LIMIT OF WORK
MATCHLINE SEE SHEET MI-208
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-207
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 339
386
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XX
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X X X X X X X X
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X
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X X
X
X
X
X
X
X
X

X X X XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X

XXXXXXXXXX

X X X X X X X
XXX
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X

XX X X X X X

X X X X X X X X X X X X X X X
3/4"
1"
2"
3/4"
3/4"
3/4"
11/4"
1"
11/4"
3/4"
3/4"
1"
11/4"
11/2"
11/2"
3/4"
1"
1"
11/4"
3/4"
3/4"
11/4"
11/4"
11/4"
3/4"
1"
11/2"
11/4"
3/4"
1"
11/4"
11/4"
1"
3/4"
11/2"
11/2"
3/4"
3/4"
1"
2"
2"
1"
11/4"
11/2"
11/4"
3/4"1"
3/4"
1"
1"
11/4"
11/2"
3/4"
3/4"
1"
2"
3/4"
1"
1"
11/4"
11/4"
11/2"11/2"
2"
2"
3/4"
1"
1"
11/4"
11/4"
11/2"
11/2"
3/4"
1"
1"
11/4"
11/2"
11/2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN
N
MATCHLINE SEE SHEET MI-209
MATCHLINE SEE SHEET MI-206

LIMIT OF WORK

PARK IMPROVEMENTS
PER CIP 4069

LIMIT OF WORK

PROJECT BOUNDARY
MATCHLINE SEE SHEET MI-207
MI-201MI-202MI-203
MI-204MI-205
MI-206 MI-207
MI-208MI-209
MI-210
MI-211

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER

CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS.

NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED.

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING

MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-208
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 340
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X
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X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
XXXX
XX
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

XXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
G7 1.5"
MP
40 0.45
40 6,132 HZ1
G6 1.5"
MP
25 0.45
40 3,833 HZ1
G51.5"
MP
40 0.45
40 7,480 HZ1
G12 1.5"
MP
33 0.45
40 6,171 HZ1
G11 1.5"
MP
33 0.45
40 5,059 HZ1
G10 1"
MP
31 0.45
40 4,753 HZ1
G91.5"
MP
36 0.45
40 6,732 HZ1
G15 1.5"
MP
33 0.45
40 6,171 HZ1
G141.5"
MP
34 0.45
40 5,213 HZ1
G13 1.5"
MP
27 0.45
40 5,049 HZ1
3/4"
1"
2"
3/4"
3/4"
1"
1"
11/4"
3/4"
3/4"
3/4"
3/4"
2"
2"
11/4" 11/2"
3/4"
3/4"
2"
2"
2"
2"
11/2"
3/4"
3/4"
3/4"
3/4"
2"
2"
3/4"
11/4"
11/4"
3/4"
1"
3/4"
3/4"
1"
3"
3"
3"
3"
G8 1.5"
MP
33 0.45
40 6,171 HZ1
3/4"
1"
1"
11/4"
11/4"
11/4"
11/2"
11/4"
11/4"
1"
11/4"
1"
2"
3/4"
3/4"
3/4"
3/4"
11/4"
11/2"
3/4"
1"
2"
2"
11/4"11/2"
2"
2"
2"
G31.5"
MP
30 0.45
40 8,681 HZ1
3/4"
1"
1"
11/4" 3/4"
3/4"
1"
3/4"
1"
11/4"
11/2"
3/4"
11/2"
2" 3/4"
1"
11/4" 11/4"
3/4"
11/4"
11/2"
11/2"
3/4" 1"
11/4"
11/2"
11/2"
3/4"
1"
11/4"
11/4"
3/4"
3/4"
11/2"
3/4"
3/4"
1"
2"
2"
G4 1.5"
MP
23 0.45
40 6,582 HZ1
2"
2"
2"
2"2"
2"
11/2"
11/2"
11/4"
11/4"
1"
1"
3/4"
2"
2"
2"
3"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN
N

LIMIT OF WORK

PARK IMPROVEMENTS
PER CIP 4069
MATCHLINE SEE SHEET MI-208
MATCHLINE SEE SHEET MI-207
MATCHLINE SEE SHEET MI-210

LIMIT OF WORK

LIMIT OF WORK
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211
IRRIGATION POINT OF CONNECTION #4;
REFER TO NOTE "A"

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

LIMIT OF WORK
NOTE A:

POINT OF CONNECTION (POC) #4 SHALL BE A 3" CONNECTION TO A RECYCLED WATER IRRIGATION MAINLINE DOWNSTREAM OF A 2" RECYCLED WATER METER. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. WHEN USING

RECYCLED WATER ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS

FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC

INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

WATER PRESSURE REQUIRED AT POC: 90 PSI (DYNAMIC)
DESIGN WATER PRESSURE:85 PSI
MAXIMUM SYSTEM DEMAND:37 GPM
RESIDUAL WATER PRESSURE: 5 PSI
NOTE B:

NOTE C:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC.

WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

NOTE D:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE

ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED

REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP

DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID

CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED.

NOTE 5:

CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR

SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-209
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 341
386
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POC ELEVA
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_ ALERT
Parks & Recr
TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19)_____________ STATIC WATER PRESSURE (FROM ABOVE)_____________________ RESIDUAL PRESSURE (SUBTRACT #20 FROM #21)_______________ SET PRV OR MCV AT (#20 PLUS 10 PSI__________________________ PRESSURE BOOST, F REQUIRED (SET TO ACHIEVE 20 PS RESIDUAL) /
7 /
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DESCRIPTION___________________

ISOLATION VALVES (BALL TYPE)
575 FEET OF MANLINE: SCH. 40 PVC
10 - 90 DEGREE ELBOWS
/0‘—7
(
10/10/25
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G2 1.5"
MP
29 0.45
40 8,392 HZ1
3/4"
1"
1"
11/4"
3/4"
1"
1"
11/4"
11/4"
11/2"
11/2"
2"
2"
3"
3"
3/4"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN

LIMIT OF WORK

PARK IMPROVEMENTS
PER CIP 4069
MATCHLINE SEE SHEET MI-209
MATCHLINE SEE SHEET MI-211

LIMIT OF WORK
MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
NOTE A:

THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION

OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

NOTE B:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY

VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION

OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY

AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL

NOTE C:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER

AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING

SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS:

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL

THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR

OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY

IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS

WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM.

COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE.

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLERS SHALL BE RECONNECTED TO EXISTING CONTROLLERS. CONFIRM PROPER CONTROLLER

OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK.

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND

NOTE 5:

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S

AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS

AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-210
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 342
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36730 Sky Canyon Drive, Suite C
Murrieta, Ce 32563
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6 VX
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X
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X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
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X X
X
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G11.5"
MP
29 0.45
40 8,392 HZ1
11/2"
11/4"
11/4"
3/4"
3/4"
11/4"
3"
3/4"
1"
11/4"
2"
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION PLAN
N

PARK IMPROVEMENTS
PER CIP 4069
MATCHLINE SEE SHEET MI-210

LIMIT OF WORK

PROJECT BOUNDARY
FARADAY AVE.

MI-201MI-202MI-203
MI-204MI-205
MI-206MI-207
MI-208MI-209
MI-210
MI-211
NOTE A:

POINT OF CONNECTION (POC) #5 SHALL BE A 3" CONNECTION TO A RECYCLED WATER IRRIGATION MAINLINE AND CONTROL WIRE STUB-OUT DOWNSTREAM OF A 2" RECYCLED WATER METER. THE CONTRACTOR SHALL

VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. WHEN USING RECYCLED WATER ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION

SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE

CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

WATER PRESSURE REQUIRED AT POC: 63 PSI (DYNAMIC)
DESIGN WATER PRESSURE:58 PSI
MAXIMUM SYSTEM DEMAND:29 GPM
RESIDUAL WATER PRESSURE:5 PSI
NOTE B:

NOTE C:

CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS

THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT

NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

NOTE D:

PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE

1. ISOLATION VALVES

2. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER)

3. QUICK COUPLING VALVES

4. IRRIGATION CONTROLLER(S)

5. RELATED EQUIPMENT (AS MAY BE DIRECTED).

ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED

REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP

DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.

EXISTING IRRIGATION NOTES
NOTE 1:

NOTE 2:

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.

NOTE 3:

NOTE 4:

CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID

CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE NOTED.

NOTE 5:

CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

NOTE 6:

NOTE 7:

CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

NOTE 8:

EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE.

CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEMS AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXISTING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.

IRRIGATION POINT OF CONNECTION #5;
REFER TO NOTE "A"

EXISTING PLANTING AND IRRIGATION IN

ADJACENT AREAS TO BE PROTECTED

IN PLACE, CONTRACTOR TO PATCH

AND REPAIR ANY DAMAGE DUE TO
CONSTRUCTION, TYPICAL.

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

WARNING RECYCLED WATER

DO NOT DRINK

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

RECYCLED WATER
In Order to Conserve Water...

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR
18"
(TYP.)
36"
(N.T.S.)
12"
(N.T.S.)
1" BLACK LETTERS

PURPLE BACKROUND

BLACK LOGO
1" BLACK LETTERS
2" BLACK LETTERS
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
18" X 18" SIZE

TYPICAL SIGNS
DO NOT
DRINK

NO TOME

EL AGUA

RECYCLED
WATER
IN USE
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-211
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 343
386
POC #5 WATER PRESSURE LOSS CALCULATIONS
/
WATER METER NUMBER 1
REMOTE CCNIRCL VALVE d
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/100 FEET MAINLINE: SCH, 40 PVC

FIIINNG LOSS (N ADDITION TO ELBOWS SHOWN) NA
IELEVATION CHANGE (P.O.C TO HIGHEST HEAD)I NA
I IITOTAL PRESSURE REQUIRED (SUM OF #18 AND #19)
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IRRIGATION DESIGN ANC J L T I N C
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SHEETSCITY OF CARLSBADSHEET
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PSI
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PSI
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TWO WORKING DAYS

BEFORE YOU DIG
DESCRIPTION_______________

ISOLATION VALVES (BALL TYPE)
/ /
TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17)
PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE!

1.50 29
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Renewal Date
Date
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4.00 0.02
1083

2.00 105

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PSI
PSI
PSI
PSI—_ --
FLOW
29 29
29 29
29 #
9 10
13 14
15 16
17 3.00

3.00 3.00
’ 50
10%
23%

25.00 STATIC WATER PRESSURE (FROM ABOVE)______________________ RESIDUAL PRESSURE (SUBTRACT #20 FROM #21)_______________ SET PRV OR MOV AT (#20 PLUS 10 PSI)
PRESSURE BOOST, IF REQURED (SET TO ACHIEVE 20 PSI RESIDUAL) a
10 - SC DEGREE ELBOWS__________

REMOTE CONTROL VALVE ASSEMBLY

LATERAL LINE LOSSES
RC.V. DEMAND (GPM)

HIGHEST HEAD SERVED (FT)
Hl
29 130
/ /
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7. WATER METER SIZE (Inches)________

POC ELEVAWN (FT)
REQU RED PRESSURE @ POP #5 (PSI)
REMOTE CONTROL VALVE SIZE (In.)
TOTAL DEMAND (GPM)______

STATIC PRESSURE AT HIGHEST HEAD

UNDERGROUND SERVICE
_ ALERT
/
-
18 19
20 21
22 23
24 8

PRESSURE LOSS CALCULATION IS PROVIDED FOR THS PROJECT
BY SWEENEY 4 ASSOCIATES. WC UNAUTHORIZED USE BY ANY
OTHER PERSON, COMPANY CR PROJECT 6 FORBIDDEN WITHOUT
WRIITEN PERMSSION.
ieta, Ca 9
951) 461
69 }
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MODEL NO. / DESCRIPTION

IRRIGATION MATERIAL LEGEND

F Q T H
SYMBOL

MANUFACTURERDETAIL RADIUSPSI FLOW RATE (GPM)

AS APPROVED

GPH IRRIGATION
NDS (K.B.I.)
PR. RATE

NO SYMBOL

NO SYMBOL
C
F
F
G
NDS (K.B.I.)
WEATHERMATICMAX-DW-XX-NP, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1" AND 1 1/2" SIZES), SET PRESSURE REGULATOR TO PROVIDE THE

OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR PURPLE VALVE BOX ON GRADE.

PURPLE PVC PIPE 3/4" - 2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE AT PATH CROSSING.

PVC PURPLE PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE.

GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.

KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.

N/A
N/A

AS APPROVED

AS APPROVED
N/A
E
E
CHRISTY'S NO SYMBOLN/A PURPLE RECLAIMED WATER WARNING TAGS, INSTALL WITH ALL RECYCLED WATER VALVE BOXES.

AS APPROVEDH RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY AND COUNTY HEALTH DEPTARTMENT REQUIREMENTS NDS NO SYMBOLPRO SERIES/PRO SERIES PLUS VALVE BOXES, SIZE PER EQUIPMENT DETAILS, LEGEND, AND SPECIFICATIONS. 10" ROUND SHALL BE MODEL 312BCB, 14" X 19" STANDARD RECT. SHALL BE MODEL 314BCB. VALVE BOXES SHALL HAVE PURPLE BODIES AND PURPLE LIDS. VALVE BOXES INSTALLED ON

GRADE, TYPICAL
I
A
A
A
A
.19, .28, .37, .75
.86, 1.34, 1.82, 3.64
.40, .57, .74, 1.47
PA-8S-P45 SHRUB ADAPTER ON RISER WITH A MP1000-90(Q/T/H)/360 ADJUSTABLE NOZZLE PA-8S-P45 SHRUB ADAPTER ON RISER WITH A MP2000-90(Q/T/H)/360 ADJUSTABLE NOZZLE PA-8S-P45 SHRUB ADAPTER ON RISER WITH A MP3000-90(Q/T/H)/360 ADJUSTABLE NOZZLE .23, .33, .42, .78 PA-8S-P45 SHRUB ADAPTER ON RISER WITH A MP800SR-90/360 ADJUSTABLE NOZZLE40 10 FT 0.81 IN./HR. 40 14 FT 0.45 IN./HR.
40 20 FT 0.45 IN./HR.
40 30 FT 0.45 IN./HR.

RAIN BIRD / HUNTER

RAIN BIRD / HUNTER
A PA-8S-P45 SHRUB ADAPTER ON RISER WITH A MP3500-90(H) ADJUSTABLE NOZZLE40 35 FT 0.45 IN./HR. RAIN BIRD / HUNTER2.86 TRANSITION BETWEEN BURIED LATERAL AND ON-GRADE LATERAL, USE TWO (2) SCH. 40 UVR 90° PVC ELBOWS (ABOVE GRADE) AND TWO (2) SCH. 40 90° PVC (WHITE) ELBOWS (BELOW GRADE) TO ADJUST FOR DEPTH OF LATERAL AND SLOPE OF FINISHED GRADE.

UVR PVC PIPE 3/4" - 2 1/2" SCH. 40, SOLVENT WELD WITH SCH. 40 UVR PVC FITTING, AS LATERAL LINES INSTALLED ON GRADE. STAKE PIPE TO GRADE AT 8 FEET ON CENTER USING #4 REBAR J-HOOKS, PROVIDE RECYCLED WATER WARNING STICKERS AT 10' O.C. ALONG ENTIRE LENGTH OF PIPE TYPICAL.

PAIGE ELECTRIC
LASCO

AS APPROVED NO SYMBOL

NO SYMBOL

NO SYMBOL
N/A
N/A
C,D,E P7354D IRRIGATION CONTROL CABLE (TWO-WIRE PATH) WITH TWO, PARALLEL, PVC INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRES, #14UF SIZE, WITH A IMPREGNATED POLYETHYLENE, COLOR CODED JACKET. JACKET COLOR SHALL BE RED AND THE CONDUCTORS INSULATION SHALL BE RED AND BLACK. LOOP THE CONTROL CABLE UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP IN EACH VALVE BOX. TWO-WIRE PATH SHALL BE INSTALLED ON GRADE ALONG THE MAINLINE PATH, CONTRACTOR TO TAPE TWO-WIRE PATH TO THE BOTTOM OF THE ON GRADE MAINLINE.

ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.

ALL FITTINGS USED WITH SOLVENT WELD MAINLINE AND LATERAL PIPE SHALL BE SCH. 40 UVR PVC FITTING, BROWN IN COLOR, AND SIZED TO MATCH THE MAINLINE AND LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS.

CALSENSE NO SYMBOLD CS-2W-2ST TWO STATION DECODER, PROVIDE ONE DECODER PER TWO VALVES (USE ONE DECODER WHEN VALVE IS GREATER THAN 10' AWAY

FROM VALVE GROUP)
LASCOB VXX101N-SC 2" - 3" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A PURPLE 10" ROUND VALVE BOX ON GRADE.

UVR PVC PIPE 2" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 UVR PVC FITTING, AS MAINLINES INSTALLED ON GRADE. STAKE PIPE TO GRADE AT 8 FEET ON CENTER USING #4 REBAR J-HOOKS, PROVIDE RECYCLED WATER WARNING STICKERS AT 10' O.C. ALONG ENTIRE LENGTH OF PIPE TYPICAL.

NOTE:
1) MAX DISTANCE 100' BETWEEN STATION DECODER AND VALVE, 2) EVERY 300 FEET WITH ONE 5/8-INCH X 8-FOOT COPPER GROUNDING ROD FOR DECODER GROUNDING. 3) 6 AWG SOLID COPPER WIRE FROM THE COPPER ROD TO THE FIELD COMMON (WHITE WIRES IN THE BLACK HARNESS) OF THE DECODER.

SIGNATUREM 7645 1" QUICK COUPLER VALVE WITH LOCKING PURPLE VINYL COVER. INSTALL INSIDE A PURPLE 10" ROUND VALVE BOX ON GRADE.

OPERATING PRESSURE (PSI)

ZONE AREA (SFT)
VALVE FLOW RATE IN G.P.M.

VALVE SIZE IN INCHES

CONTROLLER LETTER / STATION NUMBER

HYDROZONE NUMBER SEE CHART

IRRIGATION METHOD SEE CHART
ZONE PRECIPITATION RATE (IN./HR.)
H20 1"
MP
35 0.45
30 1,500 HZ1

VALVE CALLOUT LEGEND
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE

HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.

2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK.

THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.

3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.

5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.

6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER.

7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.

8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.

9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.

10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.

11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE.

12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF

DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.

13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.

14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS.

15. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TO

CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES.

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN

IRRIGATION NOTES
FIRM NAME & ADDRESS:

PHONE NO: ( )
REGISTRATION NO: EXPIRATION DATE:

DECLARATION OF RESPONSIBLE CHARGE:

SPURLOCK LANDSCAPE ARCHITECTS
2122 HANCOCK STREET
SAN DIEGO, CA 92110
619 681-0090
613706-30-24
NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY

APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND
IRRIGATION ONLY.

FINAL AS-BUILT PLANS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES.

WATER EFFICIENT LANDSCAPE DECLARATION:

PHONE NO: ( )
REGISTRATION NO: EXPIRATION DATE:

BY:

SIGNATUREDATE

XX-XX-XX
619 681-0090
613706-30-24

SIGNATURE

BOB ROTA

I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION

PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN

COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND

AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING
CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.

RECYCLED WATER NOTES

1.TWO WORKING DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION ON SITE IMPROVEMENTS, CONTRACTOR

SHALL NOTIFY CITY OF CARLSBAD MUNICIPAL WATER DISTRICT, PUBLIC UTILITIES DEPARTMENT, RECYCLED WATER SECTION.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT RULES

AND REGULATIONS FOR RECYCLED WATER USE AND DISTRIBUTION WITHIN THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS.

3. ALL BACKFLOW PREVENTER INSTALLATIONS AND LOCATIONS SHALL BE SUBJECTED TO APPROVAL BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT PUBLIC UTILITIES DEPARTMENT.

4. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY AND/OR MISTING BY RECYCLED WATER.

5. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. ADJUST ALL SPRINKLER HEADS TO PREVENT OVER SPRAYING ONTO SIDEWALKS, STREETS AND PRIVATE LOTS.

6. HOSE BIBS ON RECYCLED WATER SYSTEMS ARE PROHIBITED. ALL POTABLE HOSE BIBS ONSITE MUST BE PROTECTED BY A HOSE BIB VACUUM BREAKER.

7. CROSS CONNECTION BETWEEN RECYCLED WATER LINES AND POTABLE IS STRICTLY PROHIBITED.

8. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING:

A. A TYPE APPROVED FOR RECYCLED WATER USE WITH A NORMAL WORKING PRESSURE OF 150 P.S.I.

B. RECYCLED WATER QUICK COUPLER MUST BE DIFFERENT FROM POTABLE WATER QUICK COUPLER VALVES.

C. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY THAT DIFFERS FROM THE POTABLE KEY FOR OPENING AND CLOSING THE VALVE.

D. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL.

E. LOCKING COVERS ARE REQUIRED.

9. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.

10. INSTALL APPROVED, METALLIC BACKED AND STENCILED WARNING TAPE OVER ALL PRESSURE RECYCLED WATER LINES. STENCIL AND COLOR CODE (PURPLE PANTONE 522) ALL IRRIGATION PIPE. ORIENT THE STENCILING TO THE TOP OF THE TRENCH.

11. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVERING OVER ALL WIRING AND PIPING.

12. OPERATE THE IRRIGATION SYSTEM ONLY BETWEEN 10:00 PM AND 6:00 AM, UNLESS THE CERTIFIED SITE SUPERVISOR IS PRESENT AT THE SITE DURING THE IRRIGATION PERIOD.

13. WHEN POTABLE WATER LINES AND RECYCLED WATER LINES CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET.

14. MAINTAIN A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER OR SEWER LINES. INSTALL SEWER LINE BELOW RECYCLED WATER LINE AND RECYCLED WATER LINE BELOW THE POTABLE WATER LINE.

15. PROVIDE A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN POTABLE/ RECYCLED WATER/SEWER.

16. RECYCLED WATER FROM CARLSBAD MUNICIPAL WATER DISTRICT IS EXISTING AND WILL BE AVAILABLE FOR IRRIGATION USE ON THIS SITE.

17. INSTALL PURPLE COLORED PANTONE #522 MATERIAL FOR ALL IRRIGATION FACILITIES:
- VALVE AND OTHER ON GRADE BOXES - INTEGRAL COLOR
- BACKFLOW DEVICES - PAINTED 2 COATS OF ENAMEL
- SPRINKLER HEADS - INTEGRAL COLOR PLASTIC

18. TAG ALL VALVES AND OTHER BELOW GRADE APPURTENANCES WITHIN BOXES WITH PERMANENT RECYCLED WATER LABELS IN BOTH ENGLISH AND SPANISH THAT IDENTIFY RECYCLED WATER IN USE (“RECYCLED WATER - DO NOT DRINK”). ATTACH THE LABEL WITH EITHER STAINLESS STEEL WIRE OR SELF LOCKING PLASTIC TIES.

19. THE REQUIRED INITIAL CROSS CONNECTION TEST SHALL BE DONE BY THE CITY OF CARLSBAD MUNICIPAL WATER

DISTRICT PUBLIC UTILITIES DEPARTMENT AND MONITORED BY THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY.

20. THE DESIGN LOCATIONS PROPOSED FOR RECYCLED WATER “DO NOT DRINK” SIGNS SHALL BE CALLED OUT ON THE PLANS.

21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. COPIES OF THE INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTION PARTY. A CROSS CONNECTION TEST WILL BE PERFORMED EVERY FOUR YEARS.

22. PRIOR TO CONVERSION TO RECYCLED WATER, AN ON-SITE SUPERVISOR SHALL BE DESIGNATED IN WRITING.

THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN PROPERTY, WITH THE BASIC SPECIFIC REQUIREMENTS OF RECYCLED WATER SYSTEMS. THE DESIGNATED SITE SUPERVISOR SHALL ATTEND AN APPROVED CLASS FOR RECYCLED WATER SITE SUPERVISORS. COPIES OF THE SITE SUPERVISORS CERTIFICATE, WITH A 24-HOUR CONTACT NUMBERS SHALL BE PROVIDED TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT AND THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.

IN CASE OF EMERGENCY CONTACT: _____________________________ AT ______________________________
AFTER HOURS CONTACT: ______________________________________ AT ______________________________

23. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.

24. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT ANY DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE.
25 ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS.

26. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER.

PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH

TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS.

27. PRIOR TO INSTALLATION OF ANY RECYCLED WATER WORK, IT MUST BE INSPECTED BY RECYCLED WATER PROGRAM PERSONNEL. THE INITIAL CROSS CONNECTION TEST SHOULD BE PERFORMED USING POTABLE WATER WITH AN APPROVED BACKLOW DEVICE.

28. ALL INITIAL IRRIGATION SHALL USE POTABLE WATER. NO RECYCLED WATER SHALL BE USED UNTIL THE SITE HAS

PASSED THE CROSS- CONNECTION TEST AND HAS BEEN APROVED BY THE CITY OF CARLSBAD AND COUNTY OF SAN DIEGO.

DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE
760-476-2468

THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH

THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN,

FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING.

I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS

PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS

AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND

SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY

DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW

ONLY AND DOES NOT RELIEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

IRRIGATION LEGEND AND NOTES

BOB ROTA
760-476-2468
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-212
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 344
386
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IRRIGATION DESIGN AND CONSULTING
15730 Sty Canyon Drive Suite C
Murrieta, Ca 9
10c.com t: (951) 461-6830
o.com f (951) 461 6850

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PROJECT NO. DRAWING NO.02 DATE INITIAL DATE INITIAL DATE INITIALA Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL Date

OF CAW TWO WORKING DAYS

BEFORE YOU DIG
03/31/26
Renewal Date
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OPERATING PRESSURE (PSI)

ZONE AREA (SFT)
VALVE FLOW RATE IN G.P.M.

VALVE SIZE IN INCHES

CONTROLLER LETTER / STATION NUMBER

HYDROZONE NUMBER SEE CHART

IRRIGATION METHOD SEE CHART
ZONE PRECIPITATION RATE (IN./HR.)
H201"
MP
35 0.45
30 1,500 HZ1

VALVE CALLOUT LEGEND
NUMBER
HZ 1

DESCRIPTION OF THE HYDROZONE

LOW WATER USE PLANTINGS

HYDROZONE DESCRIPTION CHART

DESCRIPTION OF THE IRRIGATION

MP MP ROTATORS

IRRIGATION METHOD DESCRIPTION CHART
WUCOLS
L

PLANT FACTOR

0.30 SPRAY 0.70
LETTERSTYPEIR. EFFICIENCY

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
DATE

IRRIGATION CALCULATIONS
26 26
04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-213
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 345
386

IRRIGATION CONTROLLER RUN TIMES
POC or Controller

WELO WORKSHEETS
( City of G 011 7 0.08PLANDSCAPE MANUAL
4 4
Carlsbad APPENDIX E
DEC |AKc | Pr RatePlant I Irrig. Type IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOVP-25(C) 0 30 0 70 5.3 56 62
191.6 202.5 222.1Number of Zones:

PFxHA Total Number of Zones: 36WATER EFFICIENT LANDSCAPE WORKSHEET ETWU = (ETo)(0.62) + SLA Total Controller Run Time In Hours:IE The abbreviations used in the equation have the following meanings:

Note:
to provide the square footage of landscape area per hydrozone. otrller HyirzcE
JE
**|'Irrigation Method
P-25(C) Page 1 of 4 Revised 04/12

CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU)
MAWA ~ (ETo)(0.62)[(0.45xLA) + (0.55xSLA)]
The abbreviations used in the equation have the following meanings:
2 3 5 SLA1 4
I
471
Conversion Factor 2 0.62

29.14(Step 1 x Step 2) 3
Plant Factor (PF)’**
SLA

0.34 Show Calculation:
209,4515
62,8356(Step 4 x Step 5)
(47)*(0.62)[(0.45 x 209,451) + (0.55 x 0)]=2s804,968 0.707 89,7958(Step 6 + Step 7)
9 89,795
10 89,795x29.14 = 2,616,626
*ETo
sueeney + associates

I R R I ( A T I DESIGN AND I N GL
2,804,968 GALLONS PER Q
(
W % wEC set
** Plant Factor & Water Use

SHEETSCITY OF CARLSBADSHEET
waWAV'
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A0 Date PROJECT NO. DRAWING NO.02 DATE INITIAL DATE INITIAL DATE INITIALA Parks & Recreation Department OF CAL 1. V REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL2.

5.9 213.4
59 211.5

6.8 243.0
62 222.1
0 80
36 Process
Step No.
(Below)
48 174.2

7.1 256.1
Total Min /Day
Total Hrs./Day

6.7 239.5

5.7 205.2

4.5 162.0
Hydrozone Table for Calculating ETWU
Please complete the hydrozone table(s). Use as many tables as necessary.

These schedules are intended only for compliance with local municipal codes and the water efficient landscape ordinance. These calculations represent the MAXIMUM REASONABLE run timesand are used to ensure that all irrigation may be completed during the specific watering window allowed. These schedules do not Include rainfall, site soil types, specific exposures (shade versus sun), actual irrigation days, or specific slope position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET data, soil moisture sensors, and rain shutoff devicesas required. Contractor shall provide a controller schedule inside the controller cabinet prior to final turnover of the project to the owner.

This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package.

Min./Day/Zone
Total Min./Day
Estimated total water use in gallons per year.

Evapotranspiration in inches per year.

Conversion factor to gallons per square foot.

Plant factor from WUCOLS III
Hydrozone Area in square feet. Each HA shall be classified based upon the data included in the landscape and irrigation plan as high, moderate, low, or very low water use.

Irrigation Efficiency of the irrigation method used in the hydrozone.

Special landscaped area in square feet.

MAXIMUM APPLIED WA TER ALLOWANCE
A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equation:

IE
SLA
* Hydrozone
VLW - Very Low Water Use Plants
LW - Low Water Use Plants
MW - Moderate Water Use Plants
HW - High Water Use Plants

HYDROZONE INFORMATION TABLE
Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary

0.1 = VLW - Very Low Water Use Plants

0.3 = LW - Low Water Use Plants

0.5 = MW - Moderate Water Use Plants

0.8 = HW-High Water Use Plants
OCT
3 40
Irrigaticm
McThEul**
West of 1-5 = 40.0
East of 1-5 and West of El Camino Real = 44.0
East of El Camino Real = 47.0
Applicant may provide a different ETo if supported
by documentation subject to approval by the City
Planning Division

ESTIMATED TOTAL WATER USE
A landscape project subject to the Water Efficient Landscape Ordinance shall include the ETWU for the plans, including the calculations used to determine the ETWU. The ETWU for a proposed project shall not exceed the MAWA. The following equation shall be used to calculate the ETWU for each landscaped area and the entire project:

NOV
240
ETWU
ETo

0.62 PF
HA
212

3.53 JUN
213

3.56 AUG
MAWA
ETo

0.62 0.45
LA

0.55 MAY

4.90 0 16
5 JUL
5 50
0 18
6 MAXIMUM APPLIED WATER ALLOWANCE =
YEAR
240

3.99 JUL
162

2.70 NOV
JAN
2 20
0 07
3 APR
3 80
0 13
5 205

3.42 APR
243

4.05 SEP
174

2.90 DEC
(Total All Step 8 + Total
SLA sq. ft. in Step 5)
(Step 3 x Step 9)
Estimated Total Water
Use in gallons per year
(ETWU) - Total shall not
exceed MAWA
222

3.70 MAR
Low Water Use Planting
MP Rotators
AUG
4 90
0 16
6 DEC

2.00 0 06
3 203

3.38 FEB
222

3.70 OCT
infoe
wW w
192

3.19 JAN
256

4.27 MAY
MS = Micro-spray
S = Spray
R = Rotor
B= Bubbler
D= Drip
O = Other

TWO WORKING DAYS

BEFORE YOU DIG
MAR
340

0.11 4
03/31/26
Renewal Date
I II yrluzmn •
_rEa (Eirg- -LD
Evapotranspiration Rate
(ETo)*_______
FF
*
K
I
Ft
R
(From WUCOLS) (VLW
-HW) (0.1 -0.8)
Area of Hydrozone (sq.
ft-) (HA)
Gt
G
G
Gn
G
Maximum Applied Water Allowance in gallons per year.

Evapotranspiration in inches per year.

Conversion factor to gallons per square foot.

ET adjustment factor (ETAF) for plant factors and irrigation efficiency.

Landscaped area includes special landscaped area in square feet.

The additional ET adjustment factor for a special landscaped area (1.0 - 0.45 =

0.55)
Special landscaped area in square feet.
41353
55,155
5 17
55,41=
5521=
s,n=/a
F,3s
sa=z
a,uDlkL
,5Ta
7^400
=sas
saz
uzi
ETo / Month (Inches):

ETo / Day (Inches):

Irrigation Days/Week:

Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
sL*E
GlS
at
G21
G2z
Ga=
54 ***/E
Micro-spray = .80
Spray = .55
Rotor =. 70
Bubbler =. 75
Drip = .80
Applicant may provide a different IE if supported by
documentation subject to approval by the City
Planning Division (Turf and Landscape Irrigation
Best Management Practices, April 2005)
U
G26
Gza
02s
G==u
Gas
Gaa
Gas
G36
SEP

4.50 r 0 15
5 JUN
4 70
r 016
6 T5,HL
IL, dB •
=um5t
saaa
54az
4 ana
3,531
474a
5 57
2970
aon
55an=
smea
6,=GT=L
ava
422
as-mno
5-23
IL„TL
=unmm
20e,=
Irrigation Efficiency
(IE)***

UNDERGROUND SERVICE
_ ALERT
FEB
2 80
7 0 10
4 Total / Avg.

44.50 0.12
ATarE
ypefrler
===== {*I=D
mLa
•-as
a-a
3 a
ma
3 1.3
ua
ua
ma
ma
0-3

0.3 0-3
0-3
ma
ma
ma
ma

0.3 0-3
ma
ma
0-3
0-3

0.3 0.3
0-3
ma
0-3

0.3 0.3

0.3 0-3
0-3
Si
Gn
L
L
UWV
L%Pu
IF
L
L
L
IRuF
Ln
LW
LW
L
MNu
Lu
Lu
LP
LR
L
L
Iu
1ru
LPu
LF
L
LW
ITu
LTPu
LRF
I
L
I
Lu
LP
LFF
L‘
TOTAL
5 fTeLal
LantJscnpEil
Area
-uunse
=umss
4196
=-m9s
3-59
1576

2.ss

2.55G

3.25 2=9
2249s
29s
246
25=s

2.556
2u55s
=-u9S
SS

3.49 4-256
zoss
23ss
1796
IL 996
=.m95
iL4s
= 25s

2.595
4296
=m5
.=*s
z.ss
=.ss
m=TS
=a9
=
W
L
G
Gt
G
G
Gt
G
G
G
Gt
GF
Gt
Gt
G
GF
GF
(City of
Carlsbad
VX
7 R
R
R
R
R
R
R
R
Ft
Ft
I
R
R
R
R
R
R
FI
R
R
R
R
Ft
R
R
R
R
R
***Plant Factor from WUCOLS III or
list as water feature as appropriate
69 /0—7
Tone
IR
Valur
Gl
2 Gs
54 G5
GE
4=#
Ga
GS
GuLu
GSL’L
Glz
G=
G4
G5
GJ3LL3
Hydrozone Number (1-5 with SLA Zone Below - use as many tables as necessary to complete all hydrozones)
10/10/25

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

IRRIGATION DETAILS
A

LATERAL SLEEVE INSTALLATION G ON GRADE PIPE INSTALLATIONF SECTION VIEW - N.T.S.

ALL SIZES UNDER PEDESTRIAN PAVING

PIPE SIZESA

PAVING, SEE SITE PLANS
A
BB

IRRIGATION LATERAL LINE IN SLEEVE

UNDISTURBED SITE SOIL

SAND BACKFILL COMPACTED TO

CLEAN SOIL PIPE BEDDING, SEE CHART

SEPARATION BETWEEN PIPES AND

TRENCH WALLS, SEE CHART
12"
B
4"
ALL SIZES UNDER VEHICULAR PAVING6"

EQUAL DENSITY OF EXISTING SOIL

OR PAVING BASE MATERIAL
24"

SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE
SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER.

CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG.

NOTE:

FOR SPECIFICATION

SHRUB ADAPTER SPRAY HEAD, SEE LEGEND

PVC PIPE, SEE PLANS FOR SIZE
ULTRA-VIOLET RESISTANT SCH 40

ULTRA-VIOLET RESISTANT PVC STREET ELLS,
2 REQUIRED, AND UVR PVC TEE OR ELL

FINISH SOIL GRADE
REBAR STAKE, #4 X 30" LENGTH

ANTI-DRAIN VALVE WHERE REQUIRED
LENGTH AS REQUIRED, 2 REQUIRED
SCH 80 PVC NIPPLE, SIZE PER INLET

REQUIRES

OR AS SITE
AT 8' ON CENTER, TYPICAL
#4 x 18" REBAR J-HOOK, SPACE
12" MIN.

CURBS, DRIVEWAYS OR PEDESTRIAN AREAS.

DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 36" TO SIDEWALKS, NOTE:

ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC.

SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB.

VANDAL-PROOF CLAMP USE IN 3 PLACES
SECTION VIEW - N.T.S.

SPRAY HEAD ON RISERBD REMOTE CONTROL VALVE
EH

BALL VALVEC
SECTION VIEW - N.T.S.

INSTALLED ON THE PROJECT.

NOTE:

PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES CL
PLASTIC 10" PURPLE ROUND VALVE BOX WITH T-COVER
AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT.

HEAT BRAND "BV" ONTO LID.

FINISHED SOIL GRADE IN SHRUB AREAS

SOLVENT WELD PVC CONNECTIONS

ISOLATION VALVE, TYPICAL
#4 x 18" REBAR J-HOOK, PROVIDE TWO PER
SECTION VIEW - N.T.S.

ID R
B
USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.

USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.

NOTE:

RCW

PLASTIC RECTANGULAR PURPLE VALVE BOX WITH T-COVER
AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL
BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE.

HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID.

LASCO #896 PVC UNION

SLIP X MIPT, SIZE PER RCV,
TWO (2) PER ASSEMBLY

ELECTRIC REMOTE CONTROL

VALVE, SEE LEGEND FOR TYPEVALVE NUMBER ID TAG,
CHRISTY'S MODEL ID-STD-P1
24" WIRE LOOP OF TWO-WIRE
PATH GPH GDBRY6 WATERPROOF

WIRE CONNECTORS

RECYCLED WATER WARNING TAG,
CHRISTY'S MODEL ID-MAX-P2-RC009
SCH. 40 UVR PVC TEE OR 90° ELL
FITTING ON MAINLINE, SIZE AS 2"
X RCV X RCV (TEE) OR 2" X RCV
(ELL)
SECTION VIEW - N.T.S.

FINISH SOIL GRADE

TWO-WIRE PATH, ROUTED WITH MAINLINE

TAPE TWO-WIRE PATH TO THE BOTTOM

UNDISTURBED SITE SOIL
CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG.

NOTE:

SIDE OF MAINLINE AT 5' OC MINIMUM, TYPICAL
AT 8' OC, TYPICAL
#4 x 18" REBAR J-HOOK, SPACE

WIRE CONNECTION
SECTION VIEW - N.T.S.

KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL.

WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT.

NOTE:

INSERTED INTO TUBE UNTIL THE

SCOTCHLOK CONNECTOR AND WIRES

CONNECTOR PASSES LOCK TABS

SILICONE WATERPROOF GEL
POLY TUBE PRE-FILLED WITH 100%

ONCE CONNECTOR IS INSERTED

LOCK TABS PREVENT WIRE REMOVAL

SCOTCHLOK ELECTRICAL SPRING
CONNECTOR. WIRES SHALL BE
PRE-STRIPPED OF 1/2" OF THE

INSULATION PRIOR TO INSERTION

CONNECTOR ONTO WIRES TO
INTO THE CONNECTIOR. TWIST
SEAT FIRMLY.

IS INSERTED INTO TUBE

WIRES PASS THROUGH GROOVES IN

TUBE LID TO ALLOW LID TO CLOSE

CLOSE TUBE LID AFTER WIRE
LOW VOLTAGE WIRES, 3 MAXIMUM
48"

CAUTION

RECYCLED WATER USED

FOR IRRIGATION

DO NOT DRINK

CUIDADO

AGUA RECLAMADA

UNICAMENTE PARA REGAR

PROHIBO TOMAR
NOTE:

1. TWO MINIMUM PER SITE
1'-2"
9"
6'-0"
8"
20"
4"
1 2
3 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL"

4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266

5. HP WHITE VINYL GRAPHICS
DESIGN NOTES:
3"
1/2"

2. FINISH GRADE

3. CONCRETE FOOTER
5 4
5 RECYCLED WATER SIGN
SECTION VIEW - N.T.S.
#4x18" REBAR J-HOOK, PROVIDE TWO
(2) PER ROUND VALVE BOX TO
ANCHOR BOX.
#4 x 18" REBAR J-HOOK,

PROVIDE TWO PER REMOTE

CONTROL VALVE, TYPICAL
#4x18" REBAR J-HOOK,
PROVIDE FOUR (4) PER

RECTANGULAR VALVE BOX
TO ANCHOR BOX.

TWO STATION DECODER

UVR PVC IRRIGATION MAINLINE, SEE LEGEND
FOR SPECIFICATION. PROVIDE RECYCLED
WATER WARNING STICKERS AT 10' O.C.

ALONG ENTIRE LENGTH OF UVR PIPE
TYPICAL.

IRRIGATION NON-PRESSURE LATERAL LINE.

PROVIDE RECYCLED WATER WARNING
STICKERS AT 10' O.C. ALONG ENTIRE
LENGTH OF UVR PIPE TYPICAL.

IRRIGATION PRESSURE MAINLINE. PROVIDE

RECYCLED WATER WARNING STICKERS
AT 10' O.C. ALONG ENTIRE LENGTH OF
UVR PIPE TYPICAL.

UVR PVC PIPE, AS

LATERAL LINE, SIZE

PER PLANS, TYPE

PER LEGEND

PROVIDE

RECYCLED

WATER WARNING
STICKERS AT 10'
O.C. ALONG

ENTIRE LENGTH

OF UVR PIPE
TYPICAL.
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-214
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 346
386
I
3 0
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irH = =l[ II—II =======R nX ■
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IIBIUE
——111—111—111—111—111—111—111—111—111- r—1I1—I1I-
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Rev 20150327 A
©copyright 2014 Sweeney & Associates, Inc. ©copyright 2014 Sweeney & Associates, Inc. ©copyright 2014 Sweeney & Associates, Inc. 2 (
N
A.
2 • ■
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/NLL LL L LL LL LL
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II
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©copyright 2019 Sweeney & Associates, Inc. ©copyright 2014 Sweeney & Associates, Inc. ©copyright 2017 Sweeney & Associates, Inc. ©copyright 2014 Sweeney & Associates, Inc.

SHEETSCITY OF CARLSBADSHEETI
□ (II5l
willWAV'

W (A WC
I 1
14 s(jNOSCAPgNSPURLOCK
1 Y " . .
yc APR 0N1
6 68<
\O
o.LANDSCAPE ARCHITECTS O.
54404pals
I \I, ‘ a
. 1 4 Uy i 'M VJ 1*---=*
A PROJECT NO. DRAWING NO.02 DATE INITIAL DATE INITIAL DATE INITIAL6

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL Date
0F CAW
CS-2W-2ST
decoder

TWO WORKING DAYS

BEFORE YOU DIG
Red and blue wires
to 2-wire cable
Match colors
£7 U C..7
#12 bare copper
ground wire
Maximum 100 % of 14 gauge
wire from decoder to solenoid
if wires not used the ends
must be water proof
Mounting holes
May be used to mount
decoder to valve box lid or side
v
03/31/26
Renewal Date
Green wire to ground rod
where needed.

Ground rod locations
1 at controller, 1 every 300 ft
Output A
Black wires to solenoid
1 *
No
Use 3M Scotchcast #3570G-N epoxy packs for ALL
wire splices.

Output B
Orange wires to solenoid
If not used wire ends must
be water proofed
1)
Cate® ns® 2-station model CS-2W-2ST)
Decoder installation
( City of
Carlsbad

UNDERGROUND SERVICE
_ ALERT
or the next closest decoder
and 1 at end of each
two wire cable
5/8" by 8’ copper
ground rod _
69 A—IF
I
I
s s
L
11 ——
—
a -
S.1711TTTnTT=III=III=IIISIII=III=IIISTT1
S
HHEEEI BI I BI I Bl I BI IE E| I BI I Bl I Bl I Bl II BI l BH BIB IE VX/0—7
(JA
71m
D
9 T
CALL
811
10/10/25

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

IRRIGATION DETAILS
K IJ
NOTE:

VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE

RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE

POTABLE SERVICE LINE
CURB

SIDEWALKMETER BOX WITH METER
24"
APPROX. 8"
12" MINIMUM

POTABLE MAINLINE CROSSINGPOTABLE SERVICE LINE CROSSING
12"12" MINIMUM CLEARANCE (TYPICAL)

POTABLE WATER LINE
3" WIDE METALLIC MARKER TAPE

FINISH GRADE

RECYCLED PRESSURE MAINLINE AND SLEEVE
"ALERTLINE" PURPLE LATERAL

NON-PRESSURE RECYCLED WATER PIPE

FROM IRRIGATION HEAD TO IRRIGATION
HEAD. WHENEVER THE LINES CROSS THE
POTABLE PIPE NO SLEEVE IS REQUIRED.
"ALERTLINE" PURPLE COLORED PRESSURE

MAINLINE PIPE
NOTE:

WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES

CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET.

SECTION VIEW - N.T.S.

POTABLE SERVICE LINE CROSSING

STREET SURFACE
12"

3.5"

MINIMUM REQUIRED

VERTICAL SEPARATION

RECYCLED WATER IRRIGATION

MAINLINE IN SLEEVE
NOTE:

ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD
SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT"

RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS OCTOBER 1993.

POTABLE WATER MAINLINE
SECTION VIEW - N.T.S.

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION

GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE

EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
DATE:

COUNTY OF SAN DIEGO
Environmental Health
and Water Quality Division
Environmental Health Specialist

CARLSBAD MUNICIPAL WATER DISTRICT

DISTRICT ENGINEER
DATE

L VALVE BOX LAYOUT
PLAN VIEW - N.T.S.

PVC PIPE (LATERAL LINE) TO IRRIGATION SYSTEM, TYPICAL

REMOTE CONTROL VALVE ASSEMBLY, TYPICAL
UVR PVC TEE FITTING, SIZE: MAINLINE X MAINLINE X 2"
B

ISOLATION (BALL) VALVE
SCH 40 BROWN UVR-PVC IRRIGATION MAINLINE,
SIZE AS SHOWN ON THE DRAWINGS.

PROVIDE RECYCLED WATER WARNING
STICKERS AT 10' O.C. ALONG ENTIRE
LENGTH OF UVR PIPE TYPICAL.
12" 12"12"
12"

M QUICK COUPLER VALVE

UVR PVC IRRIGATION MAINLINE,

SEE LEGEND FOR SPECIFICATION
CL
PLASTIC 10" PURPLE ROUND VALVE BOX WITH T-COVER
AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT.

HEAT BRAND "BV" ONTO LID.

FINISHED SOIL GRADE IN SHRUB AREAS

SOLVENT WELD PVC TEE CONNECTIONS

ISOLATION VALVE, TYPICAL
#4 x 18" REBAR J-HOOK, PROVIDE TWO PER
#4x18" REBAR J-HOOK, PROVIDE TWO
(2) PER ROUND VALVE BOX TO
ANCHOR BOX.

SECTION VIEW - N.T.S.

INSTALLED ON THE PROJECT.

NOTE:

PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES RCW
SIZE: MAINLINE X MAINLINE X 1" THREADED
QUICK COUPLING VALVE WITH 1" FIPT INLET

THREADS, ACME QUILL THREADS, AND A

LOCKING, PURPLE COLOR CODED CAP
B
1" SCH. 80 PVC CLOSE NIPPLE
26 COUNTY OF SAN DIEGO
Department of Environmental
Health & Quality
26 04/30/24
2122 Hancock Street
San Diego, CA 92110
619.681.0090
spurlock-land.com
MI-215
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 347
386
I1l—11l—111—111—111—11III T
Ji N
I / I22222222222222222222222oPDNNN
II
111=111
9 ©copyright 2014 Sweeney & Associates, Inc. ©copyright 2014 Sweeney & Associates, Inc. ©copyright 2014 Sweeney & Associates, Inc.

I
1 L
o
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=l—HI■m
I—IIi |||
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—l—111—111—111—111—111—111—111—111—11I- r—111—111-
©copyright 2014 Sweeney & Associates, Inc.

SHEETSCITY OF CARLSBADSHEETSOC|
will I O
WAV'
W
A I
14 s(jNOSCAPgd| NSPURLOCK
1 Y " . .
yc APR 0N1
6 62<
\A O oLANDSCAPE ARCHITECTS Os
54400pals
I \I, ‘ a
. 1 4 Uy i '\ Ns, K == •*
* *
A0
PROJECT NO. DRAWING NO.02 DATE INITIAL DATE INITIAL DATE INITIAL6 1m tJ t n V REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL2 Date
0F CAW
1 1

TWO WORKING DAYS

BEFORE YOU DIG
03/31/26
Renewal Date
1 %
‘ City of
Carlsbad
U
Jaret
daigh UNDERGROUND SERVICE
_ ALERT
69 3 ■
7 V X
n BI
lglF iI BI I BI I Bl I BI IEE| I BI I Bl I Bl I Bl I I BI I Bl I Bl I BI IE /0—7
&
10/10/25
XX
X
X
X
X
X
X
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X
X
X

XXXXXXXXXX

X X X X

XXXXXXX

X XX X X
X
X

XX X X X X
X
X
X
X
X
X
X
X X XX
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X

X X X X X X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X X X X X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

XXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXX

X X X X
XX
X XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X

XX X X X

X X X X X X X X X X X X X X X X

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609
FARADAY AVE.

MI-302MI-303
MI-304MI-305
MI-301
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VETERANS MEMORIAL PARK
CIP 4609
MATCHLINE SEE SHEET MI-305

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MATCHLINE SEE SHEET MI-301
MATCHLINE SEE SHEET MI-306

LIMIT OF WORK

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BUFFER AREAS WITH MORE SUN
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MATCHLINE SEE SHEET MI-303
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LIMIT OF WORK

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MITIGATION AREAS WITH MORE SUN
(1.42 ACRES)

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LIMIT OF WORK

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SEE SHEET MI-312 FOR FULL LEGEND

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BUFFER AREAS WITH MORE SUN
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MI-305
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 353
386
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PARKS & RECREATION DEPARTMENT

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MATCHLINE SEE SHEET MI-304

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MI-301MI-302MI-303
MI-304MI-305
MI-306MI-307
MI-308MI-309
MI-310
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P A R T I A L P L A N T L E G E N D

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MI-306
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 354
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VETERANS MEMORIAL PARK
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P A R T I A L P L A N T L E G E N D

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MATCHLINE SEE SHEET MI-308
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PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

PLANTING LEGEND

SCIENTIFIC NAMECOMMON NAMEPOUNDS

PER ACRE
TOTAL
POUNDS
TOTAL23.550.3
NOTE: SEED QUANTITY TOTALS HAVE BEEN ROUNDED UP TO THE NEAREST TENTH OF A POUND.

SEED MIX
SCIENTIFIC NAMECOMMON NAMESIZEO.C.

SPACING

QUANTITY - DCSS

MITIGATION AREAS

WITH MORE SHADE
(0.7 ACRE)
DCSS

MITIGATION
AREA
TOTAL
NUMBER
TOTAL1,7609,217
NOTE: CONSIDERATION SHALL BE GIVEN TO SLOPE ASPECT, SHADING, AND THE COMPOSITION OF SURROUNDING ESTABLISHED NATIVE VEGETATION TO DETERMINE APPROPRIATE PLANTING LOCATIONS FOR DIFFERENT SPECIES WITHIN THE DCSS MITIGATION AREAS. PLANTS SHALL BE INSTALLED IN ODD-NUMBER GROUPS, WITH NO LARGE GROUPINGS OF THE SAME SPECIES. PLANT SPACING SHALL BE APPROXIMATELY 10 FEET ON CENTER FOR SHRUBS THAT WILL BECOME LARGE AS THEY MATURE, SUCH AS TOYON, BUT CAN BE CLOSER, APPROXIMATELY 5 FEET ON CENTER, FOR SMALLER PLANTS, SUCH AS GOLDEN YARROW, WISHBONE BUSH, AND RED BUSH MONKEYFLOWER.

CONTAINER STOCK

SCIENTIFIC NAMECOMMON NAMEPOUNDS

PER ACRE
TOTAL
POUNDS
TOTAL2360.8
NOTE: SEED QUANTITY TOTALS HAVE BEEN ROUNDED UP TO THE NEAREST HUNDREDTH OF A POUND.

SCIENTIFIC NAMECOMMON NAMESIZEO.C.

SPACING

QUANTITY -

BUFFER AREAS

WITH MORE
SHADE (0.61
ACRES)
BUFFER

AREA TOTAL
NUMBER
TOTAL1,2435,400
NOTE: CONSIDERATION SHALL BE GIVEN TO SLOPE ASPECT, SHADING, AND THE COMPOSITION OF SURROUNDING ESTABLISHED NATIVE VEGETATION TO DETERMINE APPROPRIATE PLANTING LOCATIONS FOR DIFFERENT SPECIES WITHIN THE BUFFER AREAS. PLANTS SHALL BE INSTALLED IN ODD-NUMBER GROUPS COMPOSED OF DIFFERENT SPECIES, WITH NO LARGE GROUPINGS OF THE SAME SPECIES. PLANT SPACING SHALL BE APPROXIMATELY 10 FEET ON CENTER FOR SHRUBS THAT WILL BECOME LARGE AS THEY MATURE, SUCH AS TOYON, BUT CAN BE CLOSER, APPROXIMATELY 5 FEET ON CENTER, FOR SMALLER PLANTS, SUCH AS GOLDEN YARROW, WISHBONE BUSH AND RED BUSH MONKEYFLOWER. ADDITIONALLY, WITHIN THE BUFFER AREAS, LARGER SPECIES AND SPECIES WITH SPINES OR SPIKY LEAVES, INCLUDING

CHAPARRAL YUCCA, TOYON, AND PRICKLY PEAR CACTUS, SHALL BE POSITIONED ON THE FAR SIDE OF THE BUFFER RELATIVE TO THE TRAIL, CLOSER TO THE HMP PRESERVE’S HARD LINE.

BUFFER AREAS WITH
MORE SHADE (0.61 ACRES)

DIEGAN COASTAL SAGE SCRUB MITIGATION
AREAS WITH MORE SHADE (0.7 ACRES)

SEED MIXCONTAINER STOCK

SCIENTIFIC NAMECOMMON NAMEPOUNDS

PER ACRE
TOTAL
POUNDS
TOTAL23.550.3
NOTE: SEED QUANTITY TOTALS HAVE BEEN ROUNDED UP TO THE NEAREST TENTH OF A POUND.

P L A N T L E G E N D

DIEGAN COASTAL SAGE SCRUB MITIGATION
AREAS WITH MORE SUN (1.42 ACRES)

SEED MIX

SCIENTIFIC NAMECOMMON NAMEPOUNDS

PER ACRE
TOTAL
POUNDS
TOTAL190.76
NOTE: SEED QUANTITY TOTALS HAVE BEEN ROUNDED UP TO THE NEAREST HUNDREDTH OF A POUND.

SOUTHERN MARITIME CHAPARRAL MITIGATION AREA (0.04 ACRE) SCIENTIFIC NAMECOMMON NAMESIZEO.C.

SPACING

QUANTITY - DCSS

MITIGATION AREAS

WITH MORE SUN
(1.42 ACRES)
DSS

MITIGATION
AREA
TOTAL
NUMBER
TOTAL3,5659,217
NOTE: CONSIDERATION SHALL BE GIVEN TO SLOPE ASPECT, SHADING, AND THE COMPOSITION OF SURROUNDING ESTABLISHED NATIVE VEGETATION TO DETERMINE APPROPRIATE PLANTING LOCATIONS FOR DIFFERENT SPECIES WITHIN THE DCSS MITIGATION AREAS. PLANTS SHALL BE INSTALLED IN ODD-NUMBER GROUPS, WITH NO LARGE GROUPINGS OF THE SAME SPECIES. PLANT SPACING SHALL BE APPROXIMATELY 10 FEET ON CENTER FOR SHRUBS THAT WILL BECOME LARGE AS THEY MATURE, SUCH AS TOYON, BUT CAN BE CLOSER, APPROXIMATELY 5 FEET ON CENTER, FOR SMALLER PLANTS, SUCH AS GOLDEN YARROW, WISHBONE BUSH, AND RED BUSH MONKEYFLOWER.

SCIENTIFIC NAMECOMMON NAMESIZEO.C.

SPACING
TOTAL
NUMBER
TOTAL38
NOTE: CONSIDERATION SHALL BE GIVEN TO SLOPE ASPECT, SHADING, AND THE COMPOSITION OF SURROUNDING

ESTABLISHED NATIVE VEGETATION TO DETERMINE APPROPRIATE PLANTING LOCATIONS FOR DIFFERENT SPECIES WITHIN THE SMC MITIGATION AREA. PLANTS SHALL BE INSTALLED IN ODD-NUMBER GROUPS COMPOSED OF DIFFERENT SPECIES, WITH NO LARGE GROUPINGS OF THE SAME SPECIES. PLANT SPACING SHALL BE APPROXIMATELY 10 FEET ON CENTER FOR SHRUBS THAT WILL BECOME LARGE AS THEY MATURE, SUCH AS TOYON, BUT CAN BE CLOSER, APPROXIMATELY 5 FEET ON CENTER, FOR SMALLER PLANTS, SUCH AS GOLDEN YARROW, WISHBONE BUSH AND RED BUSH MONKEYFLOWER.

CONTAINER STOCK

LIMIT OF WORK

PROJECT BOUNDARY

SCIENTIFIC NAMECOMMON NAMEPOUNDS

PER ACRE
TOTAL
POUNDS
TOTAL2360.8
NOTE: SEED QUANTITY TOTALS HAVE BEEN ROUNDED UP TO THE NEAREST HUNDREDTH OF A POUND.

BUFFER AREAS WITH
MORE SUN (2.03 ACRES)
SCIENTIFIC NAMECOMMON NAMESIZEO.C.

SPACING

QUANTITY -

BUFFER AREAS

WITH MORE SUN
(2.03 ACRES)
BUFFER

AREA TOTAL
NUMBER
TOTAL4,1575,400
NOTE: CONSIDERATION SHALL BE GIVEN TO SLOPE ASPECT, SHADING, AND THE COMPOSITION OF SURROUNDING ESTABLISHED NATIVE VEGETATION TO DETERMINE APPROPRIATE PLANTING LOCATIONS FOR DIFFERENT SPECIES WITHIN THE BUFFER AREAS. PLANTS SHALL BE INSTALLED IN ODD-NUMBER GROUPS COMPOSED OF DIFFERENT SPECIES, WITH NO LARGE GROUPINGS OF THE SAME SPECIES. PLANT SPACING SHALL BE APPROXIMATELY 10 FEET ON CENTER FOR SHRUBS THAT WILL BECOME LARGE AS THEY MATURE, SUCH AS TOYON, BUT CAN BE CLOSER, APPROXIMATELY 5 FEET ON CENTER, FOR SMALLER PLANTS, SUCH AS GOLDEN YARROW, WISHBONE BUSH AND RED BUSH MONKEYFLOWER. ADDITIONALLY, WITHIN THE BUFFER AREAS, LARGER SPECIES AND SPECIES WITH SPINES OR SPIKY LEAVES, INCLUDING

CHAPARRAL YUCCA, TOYON, AND PRICKLY PEAR CACTUS, SHALL BE POSITIONED ON THE FAR SIDE OF THE BUFFER RELATIVE TO THE TRAIL, CLOSER TO THE HMP PRESERVE’S HARD LINE.

SEED MIXCONTAINER STOCK

SEED MIXCONTAINER STOCK
MI-312
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 360
386
- + 4
+ +
L J
ACMISPON GLABER DEERWEED 3.0 6.4 ACMISPON GLABER DEERWEED 3.0 6.4 ARTEMESIA CALIFORNICA CALIFORNIA SAGEBRUSH 3.0 6.4 ARTEMESIA CALIFORNICA CALIFORNIA SAGEBRUSH 3.0 6.4 5’ 1,306 5’ 1,306ARTEMESIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GALLON 563 ARTEMESIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GALLON 192 PURPLE OWL’S CLOVER PURPLE OWL’S CLOVER0.5 1.1 0.5 1.1
5’ 5’BACCHARIS PILULARIS COYOTE BUSH 1 GALLON 144 373 BACCHARIS PILULARIS COYOTE BUSH 1 GALLON 71 373 DEINANDRA FASCICULATA FASCICLED TARWEED 1.0 2.1 DEINANDRA FASCICULATA FASCICLED TARWEED 1.0 2.15’ 1,306 5’ 1,306ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 1 GALLON 506 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 1 GALLON 249 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 2.0 4.3 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 2.0 4.3 5’ 1,306 5’ 1,306COASTAL CALIFORNIA BUCKWHEAT 1 GALLON 515 COASTAL CALIFORNIA BUCKWHEAT 1 GALLON 240 COASTAL CALIFORNIA BUCKWHEAT 2.0 4.3 COASTAL CALIFORNIA BUCKWHEAT 2.0 4.3 10’ 10’HETEROMELES ARBUTIFOLIA TOYON 1 GALLON 114 373 HETEROMELES ARBUTIFOLIA TOYON 1 GALLON 101 373 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 2.0 4.3 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 2.0 4.3 5’ 5’COAST GOLDENBUSH 1 GALLON 82 187 COAST GOLDENBUSH 1 GALLON 26 187 LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 0.5 1.1 LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 0.5 1.1 10’ 10’MALOSMA LAURINA LAUREL SUMAC 1 GALLON 114 373 MALOSMA LAURINA LAUREL SUMAC 1 GALLON 101 373 LUPINUS SUCCULENTUS ARROYO LUPINE 1.5 3.2 LUPINUS SUCCULENTUS ARROYO LUPINE 1.5 3.2 10’ 10’WISHBONE BUSH 1 GALLON 217 560 WISHBONE BUSH 1 GALLON 107 560DIPLACUS PUNICEUS RED BUSH MONKEYFLOWER 2.5 5.3 DIPLACUS PUNICEUS RED BUSH MONKEYFLOWER 2.5 5.3 5’ 5’DIPLACIUS PUNICEUS RED BUSH MONKEYFLOWER 1 GALLON 289 746 DIPLACIUS PUNICEUS RED BUSH MONKEYFLOWER 1 GALLON 142 746STIPA PULCHRA PURPLE NEEDLE GRASS 2.0 4.3 STIPA PULCHRA PURPLE NEEDLE GRASS 2.0 4.3 7’ 7’OPUNTIA LITTORALIS PRICKLY PEAR CACTUS 1 GALLON 164 373 OPUNTIA LITTORALIS PRICKLY PEAR CACTUS 1 GALLON 51 373SALVIA MELLIFERA BLACK SAGE 2.0 4.3 SALVIA MELLIFERA BLACK SAGE 2.0 4.3 5’ 5’PERITOMA ARBOREA BLADDER POD 1 GALLON 217 560 PERITOMA ARBOREA BLADDER POD 1 GALLON 107 560SISYRINCHIUM BELLUM BLUE-EYED GRASS 1.5 3.2 SISYRINCHIUM BELLUM BLUE-EYED GRASS 1.5 3.2 10’ 10’RHUS INTEGRIFOLIA LEMONADE BERRY 1 GALLON 114 373 RHUS INTEGRIFOLIA LEMONADE BERRY 1 GALLON 101 373 5’ 1,306 5’ 1,306SALVIA MELLIFERA BLACK SAGE 1 GALLON 506 SALVIA MELLIFERA BLACK SAGE 1 GALLON 249 18’ 18’SAMBUCUS MEXICANA MEXICAN ELDERBERRY 1 GALLON 20 75 SAMBUCUS MEXICANA MEXICAN ELDERBERRY 1 GALLON 23 75 ACMISPON GLABER DEERWEED 3.0 7.9 ACMISPON GLABER DEERWEED 3.0 7.9 PURPLE OWL’S CLOVER PURPLE OWL’S CLOVER0.5 1.3 0.5 1.3
5’ 5’ACMISPON GLABOR DEERWEED 1 GALLON 384 500 ACMISPON GLABOR DEERWEED 1 GALLON 116 500 DEINANDRA FASCICULATA FASCICLED TARWEED 1.0 2.6 DEINANDRA FASCICULATA FASCICLED TARWEED 1.0 2.6 2’ 2’CROCANTHEMUM SCOPARIUM PEAK RUSH ROSE 1 GALLON 385 500 CROCANTHEMUM SCOPARIUM PEAK RUSH ROSE 1 GALLON 115 500 DIPLACUS PINUCEUS RED BUSH MONKEYFLOWER 2.5 6.6 DIPLACUS PINUCEUS RED BUSH MONKEYFLOWER 2.5 6.65’ 5’ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 1 GALLON 462 600 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 1 GALLON 138 600 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 1.5 4.0 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 1.5 4.0 5’ 5’COASTAL CALIFORNIA BUCKWHEAT 1 GALLON 462 600 COASTAL CALIFORNIA BUCKWHEAT 1 GALLON 138 600 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 2.0 5.3 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 2.0 5.3 2’ 2’ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 1 GALLON 231 300 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 1 GALLON 69 300 COASTAL CALIFORNIA BUCKWHEAT 3.0 7.9 COASTAL CALIFORNIA BUCKWHEAT 3.0 7.9 5’ 5’HESPEROYUCCA WHIPPLEI CHAPARRAL YUCCA 1 GALLON 385 500 HESPEROYUCCA WHIPPLEI CHAPARRAL YUCCA 1 GALLON 115 500 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 2.0 5.3 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 2.0 5.3 10’ 10’HETEROMELES ARBUTIFOLIA TOYON 1 GALLON 258 400 HETEROMELES ARBUTIFOLIA TOYON 1 GALLON 142 400 LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 1.0 2.6 LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 1.0 2.6 10’ 10’WISHBONE BUSH 1 GALLON 385 500 WISHBONE BUSH 1 GALLON 115 500 LUPINUS BICOLOR MINIATURE LUPINE 1.5 4.0 LUPINUS BICOLOR MINIATURE LUPINE 1.5 4.0 5’ 5’DIPLACIUS PUNICEUS RED BUSH MONKEYFLOWER 1 GALLON 539 700 DIPLACIUS PUNICEUS RED BUSH MONKEYFLOWER 1 GALLON 161 700PLANTAGO ERECTA DOT-SEED PLANTAIN 2.0 5.3 PLANTAGO ERECTA DOT-SEED PLANTAIN 2.0 5.3 10’ 10’OPUNTIA LITTORALIS PRICKLY PEAR CACTUS 1 GALLON 512 600 OPUNTIA LITTORALIS PRICKLY PEAR CACTUS 1 GALLON 88 600 CALIFORNIA EVERLASTING 1.5 4.0 CALIFORNIA EVERLASTING 1.5 4.0 5’ 5’PERITOMA ARBOREA BLADDER POD 1 GALLON 154 200 PERITOMA ARBOREA BLADDER POD 1 GALLON 46 200 SISYRINCHIUM BELLUM BLUE-EYED GRASS 1.5 4.0 SISYRINCHIUM BELLUM BLUE-EYED GRASS 1.5 4.0 5’ACMISPON GLABER DEERWEED 3.0 0.12 DIPLACUS PUNICEUS RED BUSH MONKEYFLOWER 1 GALLON 8 10’HETEROMELES ARBUTIFOLIA TOYON 1 GALLON 4PURPLE OWL’S CLOVER 0.5 0.02 10’MALOSMA LAURINA LAUREL SUMAC 1 GALLON 4
COASTAL CALIFORNIA BUCKWHEAT 2.0 0.08
10’RHUS INTEGRIFOLIA LEMONADE BERRY 1 GALLON 4
ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 2.0 0.08 5’SALVIA MELLIFERA BLACK SAGE 1 GALLON 14 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER 2.0 0.08 6’YUCCA SCHIDIGERA MOJAVE YUCCA 1 GALLON 4 LUPINUS BICOLOR MINIATURE LUPINE 2.0 0.08
SALVIA MELLIFERA BLACK SAGE 3.0 0.12
SISYRINCHIUM BELLUM BLUE-EYED GRASS 1.5 0.06
STIPA PULCHRA PURPLE NEEDLE GRASS 3.0 0.12

SHEETSCITY OF CARLSBADSHEET
( City of

UNDERGROUND SERVICE ALERT

SPURLOCK

LANDSCAPE ARCHITECTS
CALLwh
Carlsbad (O7 V)* *
0 PROJECT NO. DRAWING NO.Date
17 DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department AoF cAU- REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
Signature
03/31/24
Renewal Date
ERIOGONUM FASCICULATUM VAR.

FASCICU LATUM
CASTILLEJA EXSERTA SSP.

EXSERTA

PSEUDOGNAPHALIUM

CALIFORNICUM
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
ISOCOMA MENZIEZII VAR.

MENZIEZII
MIRABILIS LAEVIS VAR.

CRASSIFOLIA
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
MIRABILIS LAEVIS VAR.

CRASSIFOLIA
CASTILLEJA EXSERTA SSP.

EXSERTA

PSEUDOGNAPHALIUM

CALIFORNICUM
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
MIRABILIS LAEVIS VAR.

CRASSIFOLIA
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
CASTILLEJA EXSERTA SSP.

EXSERTA
ERIOGONUM FASCICULATUM VAR.

FASCICULATUM
CASTILLEJA EXSERTA SSP.

EXSERTA
ISOCOMA MENZIEZII VAR.

MENZIEZII
CASTILLEJA EXSERTA SSP.

EXSERTA
MIRABILIS LAEVIS VAR.

CRASSIFOLIA
2122 Hancock Street
San Diego, Calfornia 92110
619.681.0090
spurlock-land.com
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10/10/25

SYMBOLBOTANICAL / COMMON NAMECONTAINER

CONTAINER STOCK

SEED MIX

PLANTING LEGEND
O.C. SPACINGPAV OFFSET

SECTION AT SLOPED AREAS

SECTION AT LEVEL AREAS
X
XX
X
X
X
X
X

PARKS & RECREATION DEPARTMENT

VETERANS MEMORIAL PARK
CIP 4609

PLANTING DETAILS
1 SHRUB PLANTING
2 SHRUB SLOPE3 ENLARGEMENT PLANTING PLAN - TYPICAL FOR BUFFER AREAS MI-313
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 361
386
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SHEETSCITY OF CARLSBADSHEET
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UNDERGROUND SERVICE ALERT

SPURLOCK

D S C A P E ARCHITECTSLAN
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0 PROJECT NO. DRAWING NO.Date
17 DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation D AoF cAU-rtment REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

ENCELIA CALIFORNICA

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TWO WORKING DAYS

BEFORE YOU DIG

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ERIOGONUM FASCICULATUM VAR.

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CALIFORNIA BUCKWHEAT
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03/31/24
Renewal Date
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2122 Hancock Street
San Diego, Calfornia 92110
619.681.0090
spurlock-land.com

OFFSET FROM

PAVING EDGE VARIES,

SEE PLANTING LEGEND
4) MULCH PER PLAN AND SPECIFICATIONS; KEEP
- 3”-4” FROM TRUNK AND STEMS AND TAPER

AT ROOTBALL

PARK IMPROVEMENTS
PER CIP 4069
4) MULCH PER PLAN AND SPECIFICATIONS; KEEP
—3”—4" FROM TRUNK AND STEMS AND TAPER

AT ROOTBALL

2. FOR SPACING BETWEEN DIFFERENT PLANT

SPECIES PROVIDE THE LARGER

ON-CENTER SPACING TO AVOID
OVERCROWDING.

ADSCAPe
’ " CAPRON .1P
CG
0 y
1 II
(1) SHRUB PER PLANTING PLAN AND LEGEND
(2) ROOTBALL; SET CROWN 1” ABOVE FINISH
— GRADE
& 0
(10/ / Y / AX.
l NW
O
(2) BUFFER BOUNDARY
(3) EDGE OF TRAIL
(4) ON-CENTER SPACING PER PLANT LEGEND
(5) PAVING OFFSET: DISTANCE FROM EDGE OF
- PAVING IS EQUAL TO ON-CENTER SPACING

UNLESS INDICATED OTHERWISE ON PLANT
LEGEND
(6) PLANT TABLET PER SPECIFICATIONS
(7) MULCH PER PLAN AND SPECIFICATIONS;
— TAPER AT ROOTBALL
CG
HVW1B
A
(1) GROUNDCOVER PER PLANTING PLAN AND
— LEGEND
_ City of
Carlsbad
VW
A
HW)X
V
-l 2005
/ /9s L/Y
0 0000
c
10/10/25
CR
ACP

SYMBOLS - ACCESS CONTROL

ACCESS CONTROL PANEL

CARD READER

SYMBOLS - SECURITY CAMERAS
DOME CAMERA POLE MOUNTED - 90 DEGREE VIEW
DOME CAMERA POLE MOUNTED - 180 DEGREE VIEW
DOME CAMERA POLE MOUNTED - 360 DEGREE VIEW
DOME CAMERA WALL MOUNTED - 90 DEGREE VIEW
(2) CAT6A OSP GAMECHANGER CABLE PER CAMERA.

NOTE FOR SYMBOLS
WALL MOUNTED OUTLET INFRASTRUCTURE SHALL CONSIST OF A 2 GANG BACKBOX WITH A SINGLE GANG MUD RING WITH A 1 1/4" CONDUIT RUN FROM BACK BOX TO NEAREST ACCESSIBLE CEILING UON.

NOTE FOR SYMBOLS
WALL MOUNTED WIRELESS ACCESS POINT. EACH OUTLET CONSISTS OF (2) CAT 6A GAMECHANGER OSP CABLES TERMINATED ON RJ-45 JACKS ON A BISCUIT BOX, AND ON RJ-45 PATCH PANELS IN TELECOM ROOMS U.O.N. MOUNT OUTLET AT 12" ABOVE CEILING FOR ACCESSIBLE CEILINGS, OR 12" BELOW FOR INACCESSIBLE CEILINGS.

WALL MOUNTED TELE/DATA OUTLET AT 18" AFF UON. EACH OUTLET CONSISTS OF (2) CAT 6A UTP CABLES TERMINATED ON RJ-45 JACKS AT THE FACEPLATE AND ON RJ-45 PATCH PANELS IN TELECOM ROOMS UON.

SYMBOLS - TECHNOLOGY
222222
TELE / DATA OUTLET AT 18" AFF UON. EACH OUTLET CONSISTS OF (X) CAT 6A GAMECHANGER OSP CABLES TERMINATED ON RJ-45 ON A BISCUIT BOX AND ON RJ-45 PATCH PANELS IN TELECOM ROOMS UON.

EXEXEXEXEXEX
POLE MOUNTED WIRELESS ACCESS POINT. EACH OUTLET CONSISTS OF (2) CAT 6A UTP CABLES TERMINATED ON RJ-45 JACKS AT THE FACEPLATE, AND ON RJ-45 PATCH PANELS IN TELECOM ROOMS U.O.N. MOUNT OUTLET AT 12" ABOVE CEILING FOR ACCESSIBLE CEILINGS, OR 11' AFF.

EX
SHOWN FOR AV INFRASTRUCTURE COORDINATION.AVAVAVAVAVAV
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
As indicated
8/25/2025 5:23:39 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY TITLE SHEET
MMM

DD,YYYY

GENERAL - SHEET INDEX - TECHNOLOGY
TC
-000 TECHNOLOGY TITLE SHEET
TC-001 TECHNOLOGY TITLE SHEET
TC-100 TECHNOLOGY SITE PLAN
TC-101 TECHNOLOGY SITE PLAN
TC-102 TECHNOLOGY SITE PLAN
TC-201 TECHNOLOGY FLOOR PLAN
TC-202 TECHNOLOGY FLOOR PLAN
TC-203 TECHNOLOGY FLOOR PLAN
TC-400 TECHNOLOGY ENLARGED FLOOR PLANS
TC-500 TECHNOLOGY DIAGRAMS
TC-501 TECHNOLOGY DIAGRAMS
TC-502 TECHNOLOGY DIAGRAMS
TC-600 TECHNOLOGY DETAILS
TC-601 TECHNOLOGY DETAILS
TC-800 TECHNOLOGY SCHEDULES

GENERAL - NOTES - TECHNOLOGY
1 S
YMBOLS AND DESIGNATORS SHOWN ARE NOT NECESSARILY USED IN THIS PACKAGE. 2 DIVISION 26 CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, J-BOXES, CABLE TRAYS, PANELS, PULL STRINGS, ENCLOSURES, FLOOR BOXES, POWER CIRCUITS, POWER CABLE AND POWER CONNECTIONS.
3 DIVISION 26 CONTRACTOR TO PROVIDE PULL STRING OR NYLON CORD IN ALL EMPTY CONDUITS. DIVISION 26 CONTRACTOR SHALL LABEL ALL CONDUIT AND BACK BOXES FOR EASE OF IDENTIFICATION.
4 ALL BOXES AND CONDUIT IN WALLS AND CEILINGS SHALL BE FLUSH MOUNTED OR CONCEALED UNLESS OTHERWISE NOTED. STANDARD RECEPTACLE HEIGHT IS 18" ABOVE FINISHED FLOOR UON.
5 THE ARCHITECTURAL, FURNITURE, AND FINISH CONFIGURATIONS ILLUSTRATED ON THE TECHNOLOGY DRAWINGS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL

DRAWINGS FOR SPECIFICATIONS AND REQUIREMENTS
6 ALL EQUIPMENT INSTALLATION AND MOUNTING DETAILS PROVIDED IN THE TECHNOLOGY DRAWINGS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTS AND ENGINEERS DRAWINGS FOR SPECIFIC REQUIREMENTS.
7 NO CONDUIT RUNS SHALL EXCEED 100 FEET WITHOUT PROVIDING A PULLBOX, OR CONTAIN MORE THAN TWO 90 DEGREE BENDS, OR A TOTAL OF 180 DEGREES IN BETWEEN PULL BOXES FOR DISTRIBUTION OF CABLES.
8 PROVIDE BUSHINGS, GROMMETS AND STRAIN RELIEF FOR CABLES TERMINATING AT WALL MOUNTED OUTLETS AND PATCH PANELS TO ENSURE DURABLE AND ROBUST CONNECTIONS. THE BUSHINGS AND GROMMETS ARE INTENDED TO PROTECT THE CABLES FROM ANY SHARP EDGES THAT PRESENT A RISK TO THE CABLES. ENSURE THAT ALL SHARP EDGES ARE COVERED TO PROTECT THE CABLES FROM DAMAGE. 9 ALL TELE/DATA FLOORBOXES SHALL HAVE DEDICATED CONDUIT HOMERUN FROM FLOORBOX TO NEAREST ACCESSIBLE CEILING. DO NOT DAISY-CHAIN FLOORBOXES UON. 10 DIMENSIONS ARE INDICATED ON TECHNOLOGY DRAWINGS WHERE CRITICAL TO THE INSTALLATION AND PERFORMANCE OF THE EQUIPMENT. WHERE INFORMATION AND REQUIREMENTS CONFLICT WITH DESIGN DOCUMENTS, CONTRACTOR SHALL IMMEDIATELY BRING SUCH CONFLICTS TO THE ATTENTION OF THE ARCHITECT. 11 INSTALLATION OF SYSTEMS SHALL COMPLY WITH THE CURRENT NATIONAL ELECTRICAL CODE, NATIONAL ELECTRIC SAFETY CODE, AND ALL LOCAL CODES. 12 CONTRACTOR SHALL PROVIDE FIRE STOPPING SYSTEMS FOR ALL CONDUIT AND RACEWAY SYSTEMS AT ALL PENETRATIONS, SLEEVES AND SLOTS OF FIRE RATED CONSTRUCTION FOR ALL HORIZONTAL, INTERBUILDING AND INTRABUILDING PATHWAYS AND SPACES. 13 INDIVIDUALLY AND PROPERLY GROUND ALL EQUIPMENT CABINETS, RACKS AND LADDER RACK. GROUND ALL METALLIC SHEATH COMMUNICATIONS CABLES ENTERING THE BUILDING PER MANUFACTURER SPECIFICATIONS AND NEC 770-33, 800-33 AND 800-40. 14 INTERBUILDING AND INTRABUILDING OPTICAL FIBER AND COPPER BACKBONE CABLING SHALL BE CLEARLY AND VISIBLE IDENTIFIED BY THE CONTRACTOR IN ALL MANHOLES, PULL BOXES, ENTRANCE POINTS, SERVICE ENTRANCES, AND 3'-0" BEFORE ENTERING A FREE STANDING RACK, WALL MOUNTED ENCLOSURE, OR SURFACE MOUNT FIBER CABINET UTILIZING A CABLE MARKER TAG SYSTEM.
15 NO CABLES OR INNERDUCT SHALL BE INSTALLED IN A FASHION THAT CONTRAVENES EITHER THE MINIMUM INSTALLED OR THE MINIMUM UNDER-LOAD BEND RADIUS OF THE CABLE. 16 ALL CABLE DISTRIBUTION IN ACCESSIBLE CEILING SPACE WILL BE SUPPORTED BY CABLE TRAY OR J-HOOKS. CABLE TRAYS AND J-HOOKS SHALL BE APROPRIATE SIZED TO ALLOW A MINIMUM OF 20% SPARE CAPACITY FOR FUTURE CABLE INSTALLATION. WHERE CABLE TRAYS DO NOT REACH, PROVIDE J-HOOKS AND CABLE HANGERS AS NECESSARY TO SUPPORT CABLES RUNNING IN THE CEILING VOID. ALL J-HOOKS SHALL BE AT LEAST 1" WIDE, AND FITTED AT 48" - 60" ON CENTER. 17 THE CONDUIT, CABLE TRAY AND LADDER RACK INFRASTRUCTURE SHOWN ON THESE PLANS IS TO SUPPORT THE STRUCTURED CABLING INSTALLED IN THE BUILDING AND AS SUCH SHALL BE USED TO ROUTE CATEGORY 6A AND OPTICAL FIBER CABLING FOR TELEPHONE, DATA, AUDIOVISUAL AND OTHER PRE-APPROVED IP-ENABLED SERVICES. THIS INFRASTRUCTURE SHALL NOT BE USED TO ROUTE POWER, BUILDING AUTOMATION, LIGHTING CONTROL, ACCESS CONTROL OR OTHER NON IP-ENABLED CABLES; A SEPARATE INFRASTRUCTURE SHALL BE PROVIDED FOR THOSE SYSTEMS.
18 THE NUMBER OF CABLES IN EACH CONDUIT SHALL BE CONTROLLED TO ALLOW FOR FUTURE CABLE INSTALLATION AND TO STAY WITHIN THE MANUFACTURERS MAXIMUM ALLOWABLE CABLE PULLING TENSION. CONDUIT FILL RATIOS SHALL NOT EXCEED THE CURRENT REQUIREMENTS OF THE NEC. 19 THE MAXIMUM RUN LENGTH OF EACH HORIZONTAL CABLE SHALL NOT EXCEED THE 90M (~295FT) LIMIT SPECIFIED BY LATEST VERSION OF EIA/TIA 568. NOTIFY THE OWNER’S REPRESENTATIVE IMMEDIATELY IF, DUE TO ON-SITE CONDITIONS OR OTHER FACTORS, HORIZONTAL CABLE LENGTHS EXCEED THIS DISTANCE. 20 WHEN ROUTING COMMUNICATIONS CABLES USING OPEN CABLING METHODS MAINTAIN A MINIMUM SPACING OF 12" FROM ELECTRICAL FEEDERS, BRANCH CIRCUIT WIRING, AND AUXILIARY SYSTEM CABLING. MAINTAIN MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN EQUIPMENT AND TRANSFORMERS SHALL BE 4'-0". SPACING

REQUIREMENTS SHALL APPLY TO OPEN CABLE PATHS WHERE EQUIPMENT IS LOCATED ON THE SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION: BUILDING CONSTRUCTION THAT RESULTS IN A GROUNDED METALLIC BARRIER BETWEEN ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE CONSIDERED AS SUITABLE SEPARATION. 21 DIVISION 27 CONTRACTOR MUST VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT PRIOR TO ORDERING. 22 DIVISION 27 CONTRACTOR MUST INSTALL ALL CABLES IN COMPLETE RUNS FROM OUTLET OR PATCH PANEL TO PATCH PANEL. IN‑LINE JOINTS, SPLICES, DISTRIBUTION POINTS OR OTHER INTERMEDIATE CONNECTIONS ARE NOT PERMITTED UNLESS SPECIFICALLY OTHERWISE NOTED. PROVIDE A SERVICE LOOP OF 15'-0" MIN AT ALL BACKBONE CABLE TERMINATION LOCATIONS.
23 ALL EXTERIOR J-BOXES AND ENCLOSURES TO BE NEMA 4X.

LOW VOLTAGE RESPONSIBILITY MATRIX - SECURITY (ACCESS CONTROL SYSTEM) NO
. TECH ITEM OFOI OFCI CFCI CFOI REMARKS
80 S
EC BACKBOX AND CONDUIT X DIVISION 26
81 SEC INTELLIGENT NETWORKED SYSTEM CONTROLLERS, DOOR CONTROLLERS AND POWER SUPPLIES X SECTION 281000 82 SEC ELECTRIFIED DOOR HARDWARE, AUTO DOOR OPERATOR AND DOOR ACTUATOR X SECTION 281000 83 SEC ELECTRIFIED DOOR POWER SUPPLIES (24V AND 12V) X SECTION 281000 84 SEC CARD READERS X SECTION 281000
85 SEC DOOR POSITION SWITCH X SECTION 281000
86 SEC REQUEST TO EXIT X SECTION 281000
87 SEC LOCAL DOOR ALARM N/A
88 SEC ACCESS CONTROL SYSTEM CABLING X SECTION 281000
89 SEC FIRE ALARM TIE IN CABLE FROM ACCESS CONTROL PANEL TO FIRE ALARM RELAY IN TELECOM ROOM X DIVISION 26 90 SEC CARD READER LICENSES X SECTION 281000
91 SEC SOFTWARE AND SERVER X SECTION 281000
92 SEC ACCESS CREDENTIAL CARDS N/A
93 SEC ACCESS CONTROL SYSTEM WORKSTATION PC X SECTION 281000 94 SEC BADGING SOFTWARE, CAMERA AND BADGING PRINTER N/A

LOW VOLTAGE RESPONSIBILITY MATRIX - SECURITY (VIDEO SURVEILLANCE SYSTEM) NO
. TECH ITEM OFOI OFCI CFCI CFOI REMARKS
103
SEC CAMERAS, CAMERA HOUSINGS, MOUNTING ACCESSORIES AND PROGRAMMING X SECTION 282000 104 SEC NVR, UPS AND CAMERA RECORDING LICENSES X SECTION 282000 105 SEC VIDEO MANAGEMENT SYSTEM SOFTWARE AND LICENSES X 106 SEC MEDIA CONVERTERS N/A
107 SEC DATA CABLE FOR CAMERAS X DIVISION 27
DRA

WING NO
TC-000
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
362
-6

DIGALERT
y
v
P
P
y
o
10/10/25

SYMBOLS KEY - TECHNOLOGY
REFER TO DETAIL AND SHEET AS INDICATED.A101
1 SIM
REFER TO ELEVATION DETAIL AND SHEET AS INDICATED.A101
1 Ref
1 Ref
1 Ref
1 Ref
REFER TO SECTION DETAIL AND SHEET AS INDICATED.
1 A101
SIM
MATCH LINE AND / OR AREA DIVIDER.

CONDUIT, QUANTITY AND SIZE AS NOTED.

VERTICAL RUNNING CONDUIT TO POSITIVE ELEVATION. SIZE AS NOTED.

VERTICAL RUNNING CONDUIT TO NEGATIVE ELEVATION. SIZE AS NOTED.

CONDUIT STUB-OUT WITH BUSHED CHASE NIPPLE. SIZE AS NOTED. 1 DETAIL REFERENCE NOTE - REFER TO NOTES IN DETAIL AS INDICATED.

GENERAL NOTE - REFER TO NOTES ON SHEET AS INDICATED.

1. REFERENCE NOTE - REFER TO NOTES ON SHEET AS INDICATED.1 CABLE RUNWAY, SIZE AND ELEVATION AS NOTED.

LADDER RACK, SIZE AND ELEVATION AS NOTED.

DUPLEX OUTLET, SEE PLANS FOR LOCATIONS AND CIRCUIT REQUIREMENTS. (FOR REFERENCE ONLY) QU
ADPLEX OUTLET. SEE PLANS FOR LOCATIONS AND CIRCUIT REQUIREMENTS. (FOR REFERENCE ONLY) J-HOOK PATHWAY IN CEILING SPACE.J J J

AVXXX - XX CATEGORY

AV DESCRIPTION XXX AFF
CARD READER TAG OR DOOR POSITION SWITCH TAGDoor ID | Door Type

ENCLOSURE / DEVICE IDENTIFICATION NUMBER

EQUIPMENT NAME

ENCLOSURE / DEVICE MOUNTING LOCATION

ENCLOSURE (SIZE & TYPE) / DEVICE

TAG - ENCLOSURE / DEVICE IDENTIFICATION NUMBER
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1/8" = 1'-0"
8/25/2025 5:23:39 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY TITLE SHEET
MMM

DD,YYYY

LOW VOLTAGE RESPONSIBILITY MATRIX - TELECOM
NO
. TECH ITEM OFOI OFCI CFCI CFOI REMARKS
1 IT

SERVER & NETWORK CABINETS X
2 IT 19" TWO POST RACKS X
3 IT SEISMIC BOLTING OF CABINETS X
4 IT WALL HUNG CABINETS X
5 IT VERTICAL MANAGEMENT INSIDE CABINETS OR AT TWO POST RACKS X 6 IT HORIZONTAL CABLE MANAGEMENT X
7 IT POWER AND DISTRIBUTION UNITS (PDU) X
8 IT UNINTERRUPTIBLE POWER SUPPLIES (UPS) X
9 IT CAT6 AND CAT6A PATCH PANELS FOR ALL CAT6A VOICE AND DATA X 10 IT FIBER OPTIC PATCHCORDS X
11 IT CAT6A PATCHCORDS X
12 IT FIBER PATCH PANELS AND MODULES X
13 IT FIBER BACKBONE BETWEEN BDF AND IDF'S X
14 IT 110 RACK OR WALL MOUNT PANELS FOR VOICE FEEDER CABLES X 15 IT JUMPER MANAGEMENT PANELS AT ALL 110 BLOCKS X
16 IT 25 PAIR CABLES AND TERMINATION TO 110 PANELS X
17 IT LADDER TRAY SYSTEM X
18 IT FIBER OPTIC DUCT / SUPPORT SYSTEM INCLUDING INNERDUCTS X 19 IT J-HOOK SUPPORT SYSTEMS X
20 IT SLEEVE, CONDUITS, FIRESTOP SYSTEMS X
21 IT BACKBOXES FOR VOICE, DATA, WAPs, CAMERAS X
22 IT GROUND BUSBAR AND GROUND TO ALL CABINETS AND RACEWAYS X 23 IT WORKSTATION VOICE / DATA PLATES IN FURNITURE SYSTEMS X 24 IT WORKSTATION VOICE / DATA PLATES IN FLOOR BOXES X
25 IT CABLE TO WiFi AP LOCATIONS X
26 IT WIRELESS ACCESS POINTS (WAP) X
27 IT CAT6A FROM TELEPHONE AND DATA OUTLETS
28 IT DATA CABLE FROM CAMERA OR SECURITY DEVICE TO IDF X 29 IT INTRA-BUILDING LOW VOLTAGE CONTINUOUS CONDUITS X DIVISION 26 30 IT INTRA-BUILDING LOW VOLTAGE CONDUIT SLEEVES X DIVISION 26 31 IT INTRA-BUILDING LOW VOLTAGE CONDUIT ID LABELING & PULL STRINGS X DIVISION 26 32 IT INTER-BUILDING LOW VOLTAGE CONTINUOUS CONDUITS X DIVISION 26 33 IT INTER-BUILDING LOW VOLTAGE CONDUIT ID LABELING & PULL STRINGS X DIVISION 26 34 IT BUILDING INTERIOR LOW VOLTAGE BACK BOXES / CONDUIT X DIVISION 26 35 IT BUILDING EXTERIOR LOW VOLTAGE BACK BOXES / CONDUIT X DIVISION 26 36 IT TELECOM & AV FLOOR BOXES & POKE THRUS X DIVISION 26 37 IT MDF/IDF ROOM CABLE TERMINATION HARDWARE X DIVISION 27 38 IT MDF/IDF ROOM CABLE MANAGEMENT HARDWARE X DIVISION 27 39 IT HORIZONTAL STATION CABLE X DIVISION 27
40 IT MDF/IDF ROOM CABLE RUNWAY X DIVISION 27
41 IT MDF/IDF ROOM & AV ROOM POWER X DIVISION 26
42 IT INTRA-BUILDING GROUND SYSTEM TO TELECOM ROOM X DIVISION 26 43 IT TELECOM ROOM EQUIPMENT GROUNDING AND BONDING X DIVISION 27 44 IT NETWORK SWITCHES AND SERVERS X
TC-001
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
363
□
E-------•
----•
O
o
(
c
DIGALERTo
10/10/25
1 4 ' - 2 "
[ 4 3
3 c m ]
1 4 ' - 2 " [ 4 33 c m ]
5 ' - 7 " [ 1 7 1
c m ]
5 ' - 7 " [ 1 7 1c m ]
1 2 ' - 1 0
" [ 3 9
1 c m
]
9' - 5 "
[ 2 87 c m
]
5 ' - 2 "
[ 1 5
7 c m
]
3' - 1
" [ 94 c m
]
1 2 ' - 4 "
[ 3 76 c m ]
2 ' - 4 " [ 7 1 c m
]
6 ' - 8 " [ 2 0 2c m ]
9' - 1 0
" [ 3 0
1 c m]
1 3 ' - 7
" [ 4 15 c m
]
2 ' [ 6 0 c m ]
7 ' - 8 "
[ 2 34 c m
]
1 5 ' - 8 "
[ 4 7
8 c m ]
1 3 ' - 3 " [ 4 0
4 c m ]
3 ' - 8 " [ 1 1 2
c m ]
7 ' - 7 " [ 2 3 2
c m ]
1 2 ' - 4
" [ 3 7
6 c m
]
2 ' - 4" [ 71 c m]
6 ' - 8 "
[ 2 0
2 c m
]
3 3 ' - 6 " [ 1 0
2 0 c m ]
1 0 ' - 7 "
[ 3 2 3 c m ]
2 1 ' - 7 " [ 6 5
9 c m ]
5 ' - 7 " [ 1 7 1 c m ]
1 1 ' - 1 1
"
[ 3
6 3 c m ]
2 2 ' - 7 " [ 6 89 c m ]
4 ' - 2 " [ 1 2 6
c m ]
1 4 ' - 9 " [ 4 51 c m ]
9' - 9 "
[ 2 9 8 c m
]
2 0 ' - 5
" [ 6 2 3 c m
]
1 4 ' - 9
" [ 4 5 1 c m
]
3 0 ' - 8 " [ 9 3
5 c m ]
1 0 ' - 4 "
[ 3 1 6 c m ]
1 8 ' - 1 0"
[ 5
7 4 c m ]
5 ' - 2 " [ 1 5 8 c m ]
19 ' - 7
" [ 5 9
7 c m
]
3 6 ' - 8 " [ 1 1 1
7 c m]
7' - 7 "
[ 2 3
1 c m
]
2 4 ' - 8 " [ 7 5
1 c m]
1 9 ' - 7" [ 5 97 c m
]
3 6 ' - 8 "
[ 1 1 1
7 c m
]
7 ' - 7 " [ 2 31 c m
]
2 4 ' - 8
" [ 7 5
1 c m
]
815
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5166
5166
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EXPRESSION SW
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SENSORY WAVE
SEAT

SENSORY WAVE
SEAT
2 0 0
6237

SHADOW PLAY

SKY RUNNER
1 2 ' - 5
" [ 3 7
8 c m]
1 0 ' - 3
" [ 3 1
3 c m
]
4 ' - 2 "
[ 1 2
8 c m]
2 ' [ 6 1 c m ]
12 ' - 5" [ 3 78 c m
]
1 0 ' - 3
" [ 3 1
3 c m
]
4' - 2 " [ 1 28 c m
]
2 ' [ 6 1 c m ]
12 ' - 5" [ 3 78 c m
]
1 0 ' - 3
" [ 3 1
3 c m
]
4' - 2 " [ 1 28 c m
]
2 ' [ 6 1 c m ]
1 2 ' - 5 " [ 3 7 8 c m]
1 0 ' - 3 " [ 3 1 3 c m
]
4 ' - 2 " [ 1 2 8 c m]
2 ' [ 6 1 c m
]
1 2 ' - 5 " [ 3 7 8 c m]
1 0 ' - 3 " [ 3 1 3 c m
]
4 ' - 2 " [ 1 2 8 c m]
2 ' [ 6 1 c m
]
1 2 ' - 5 " [ 3 7 8 c m]
1 0 ' - 3 " [ 3 1 3 c m
]
4 ' - 2 " [ 1 2 8 c m]
2 ' [ 6 1 c m
]
1 2 ' - 5" [ 3 78 c m]
1 0 ' - 3
" [ 3 1
3 c m
]
4 ' - 2 " [ 1 28 c m]
2 ' [ 6 1 c m ]
L R C
L
R
C
L R
L R C
L
R
C
L
R
C
LR
LR
L CR
L
CR
L
C
R
L
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L R C
R
L
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L R
L
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L R
L
R
L
R
L R
L
R
L R
L
R
C
L
R
L
R
LR
LR
L
R
C
C
HB
- 1
HB
- 1
HB
- 1
HB
- 1
HB
- 1
HB
- 1
HB
- 1
HB
- 2
HB
- 1
S- 1
S- 3
FS
W C -
1 LV- 1
W C -
1 3" V T
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FD- 1
FD- 1
FD- 2 LV- 1
FD- 2
FD- 2
LV- 2
3" V T
R
LV- 2FD- 2
FD- 2
LV- 1
FD- 2
W C -
1 3" V T

R W C -
1 LV- 1
W C -
1 LV- 1
FD- 2
W C -
1 LV- 1
FD- 2
FD- 2
3" V T
R
3" V T
R
3" V TR
HB
- 1
HB
- 1
HB- 1
HB- 1
HB- 1
HB- 1
HB
- 1
HB- 1
HB- 1
LV -1
FD- 2
W
C-1
3" VTR
S-1
FD- 1
FD- 1
LV -1
W
C-1
W
C-1
LV -1
FD- 2
W
C-1
LV -1
FD- 2
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C-1
LV -1
FD- 2
FD- 2
3" VTR
3" VTR
3" VTR
W
C-1
LV -1
FD- 2
C
L
R
L
R
8' CLR. 3'
8' CLR.
3'
6 8 . 7 0 F S
6 8 . 5 5 F S
7 0 . 0 9 F S

4.7 %

1.5 %
7 0 . 2 4 F S
GB
GB
1 12
1 11
1 10
1 09
1 08
1 07
1 07
1 08
1 09
1 07 1 08 1 09
1 071 081 091 101 11
139.3
157.5
13 7.8
XFMR
TE
XFMR
TE

BASIN 'A'

BASIN 'B' & 'C' BASIN 'D'

BASIN 'E'

BASIN 'F'

BASIN 'G'

BASIN 'H'

BASIN 'L'

BASIN 'I'

BASIN 'J'

BASIN 'K'

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVEHABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

CULTURAL ARTS
PLAZA
(NOT A PART)

HMP BOUNDARY
20' HMP BUFFER

HMP BOUNDARY

HMP BOUNDARY
20' HMP BUFFER

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE PARKING
ONLY

E L E C T R I CV E H I C L EP A R K I N G

O N L Y

E L E C T R I CV E H I C L EP A R K I N G

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VAN
VAN
VAN
V AN
V A N
V A N
VAN
1 2 3 4 5 6 7
8 9
10 11
12 13
14 15 16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 3132
3334353637
44 45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 6465
6667
68 69
70 43
42 41
40 39
38 37
36 35
34 33
32 31
30 29
28 27
26 25
24 23
22 21
20 19
18 17
1 2
3 4
5 6
7 8
9 10
1112
13 14
15 16
72 71
105
100
132
130
134
130
CONNECT HT. 10'
ELEV. 132
CONNECT HT. 10'
ELEV. 132
CONNECT HT. 12'
ELEV. 134
CONNECT HT. 10'
ELEV. 110
CONNECT HT. 10'
CONNECT HT. 10'
CONNECT HT. 10'
ELEV. 134
CONNECT HT. 12'
ELEV. 134
CONNECT HT. 18'
ELEV. 100
CONNECT HT. 15'
ELEV. 100

CONNECT
HT. 15'
ELEV. 100
124
120
CONNECT HT. 10'
ELEV. 124
CONNECT HT. 10'
ELEV. 124
CONNECT HT. 12'
ELEV. 124
CONNECT HT. 12'
CONNECT HT. 16'
CONNECT HT. 10'
ELEV. 120
CONNECT HT. 10'
ELEV. 120
CONNECT HT. 10'
ELEV. 120
CONNECT HT. 12'
CONNECT HT. 12'
ELEV. 120

WALL 'F'

WALL 'B'

WALL 'C'

WALL 'D'

WALL 'E'

WALL 'G'

WALL 'A'

WALL 'H'

WALL 'I'

WALL 'J'

WALL 'K'

WALL 'L'

WALL 'M'

WALL 'N'

WALL 'O'

WALL 'P'

WALL 'Q'

WALL 'R'

WALL 'S'
CONC
POOL
H
Y
D
H
Y
D
H Y
D
30'
R30'
R42'
R18'
R26'
24'
26'
26'
R10'
R36'
10'
26'
R26'
26'
26'
R52'
R52'
10'
10'
10'
19'-10"
35'
19'-8"
38'-8"
57'-9"
59'-1"
25'-7"
60'-3"
28'
16'-11"
9'-10"52'
76'-10"
41'-7"
27'
46'-5"
31'-2"
31'-9"
26'
EX
EXEX
EX
2 2

EX EX
EX
EX
EX
EX
2 EX EX
EX
EX
EX
AV
22 222222
222222
2222
2 2
AVAV
TC-203
TC-203
TC-202
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1" = 120'-0"
8/25/2025 5:23:48 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt

TECHNOLOGY SITE PLAN
MMM

DD,YYYY
1" = 120'-0"

TECHNOLOGY KEY PLAN
1 DRA

WING NO
TC-100
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
364
7 1\
N
7< V
)/
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/
78 \
0 0 0
/
\ 6
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SIV
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(7
//
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/
/
(
US
/
1/02))
1\
0 WX \
1((
X
W
/
\Co )
7 /
(( /
(((C
/(
) )
)

DIGALERT
J
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PPP
0 4)
C
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4 /
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B(S) 4,d(
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4 1
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C
5 y
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A
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G
C. A
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g f
200
—
/
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(
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S• A s
—
\V
H /
d
(//
(
)
V
A
10/10/25
81598
81599
5166
5166
SS1757
SS81758

POWERSCAPE
SWING

POWERSCAPE
SWING
(ADD-A-
BAY)
EXPRESSION SWING w/

ADAPTIVE SEAT
5" TOPRAIL, 8' HIGH
EXPRESSION SWING w/

ADAPTIVE SEAT
5" TOPRAIL, 8' HIGH
ZERO-
G CHAIR PACKAGE (5 TO
12) WITH BEIGE C

HAIR BRACE

AND LATC
H, FOR 5" TOPRAIL, 8'

HIGH WITH STAINLESS STEEL CHAIN
ZERO-
G CHAIR PACKAGE (2 TO
5) WITH B

EIGE CHAIR BRACE AND

LATCH, FO
R 5" TOPRAIL, 8' HIGH

WITH STAIN

LESS STEEL C
HAIN
3274
3274

SENSORY WAVE
SEAT

SENSORY WAVE
SEAT
2 0 0
6237

SHADOW PLAY

SKY RUNNER
L R C
L
R
C
L
R
L R C
L
R
C
L
R
C
LR
LR
L CR
L
CR
L
C
R
LR
C
L R C
R
L
C
LR
L R
L R
L
R
L
R
HB
-1
HB
-1
HB
-1
HB
-1
HB
-1
HB
-1
HB
-1
HB
-2
HB
-1
S-1
S-3
FS
W
C-1
LV
-1
W
C-1
3" VTR
FD-1
FD-1
FD-2
LV
-1
FD-2
FD-2
LV
-2
3" VTR
LV -2FD-2
FD-2
LV
-1
FD-2
W
C-1
3" VTR W
C-1
LV
-1
W
C-1
LV
-1
FD-2
W
C-1
LV
-1
FD-2
FD-2
3" VTR
3" VTR
3" VTR
HB-1 HB-1
8' CLR.
3'

68.70 FS

68.55 FS

70.09 FS

4.7%

1.5 %

70.24 FS
GB
GB
139.3
157.5
13 7.8
XFMR
TE

BASIN 'A'

BASIN 'B' & 'C'

BASIN 'D'

BASIN 'E'

BASIN 'F'

BASIN 'G'

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

MANAGEMENT

HABITAT

MANAGEMENT

PRESERVEHABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

CULTURAL ARTS
PLAZA
(NOT A PART)

HMP BOUNDARY
20' HMP BUFFER

HMP BOUNDARY

ELECTRIC

VEHICLE

PARKING
ONLY

ELE CTRI C

VEH IC LE

PAR KI NG
ONL Y

ELECTRI CVEHIC LEPARKI NG

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VAN
VAN
VAN
VAN
VAN
VAN
44 45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 6465
6667
68 69
70 43
42 41
40 39
38 37
36 35
34 33
32 31
30 29
28 27
26 25
24 23
22 21
20 19
18 17
1 2
3 4
5 6
7 8
9 10
1112
13 14
15 16
72 71

WALL 'F'

WALL 'B'

WALL 'C'

WALL 'D'

WALL 'E'

WALL 'G'

WALL 'A'

WALL 'H'

WALL 'I'

WALL 'J'

WALL 'L'

WALL 'M'

WALL 'N'

WALL 'O'
CONC
POOL
H
Y
D
H
Y
D
30'
R30'
R42'
R18'
R26'
24'
26'
26'
R26'
26'
26'
R52'
R52'
10'
10'
10'
19'-10"
35'
19'-8"
38'-8"
57'-9"
59'-1"
25'-7"
60'-3"
28'
16'-11"
9'-10"
52'
76'-10"

EX EX
EX
EX
EX
EX
2 EX
EX
EX
EX
EX
AV
22 2 22
2 2
2 AVAV
4 7
6 1
8 4
7 12
11 4
5 4
765
2 7
7 5
3 4
5 7
4 6
4 76 10
14 10 4 6 4 47
7 4
7 4
6 4
7 7
5 16
7 5
7 76
17 7
15 6
18 5 7
17 7
8 19
4 5
9 5
4 5
20 C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1" = 60'-0"
8/25/2025 5:23:51 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY SITE PLAN
MMM

DD,YYYY
1" = 60'-0"

TECHNOLOGY ACCESSIBILITY PLAN - NORTH
1 1 NEW COMMUNICATIONS VAULT N01.

REFERENCE NOTES:
2 NEW COMMUNICATIONS VAULT N02.
3 NEW COMMUNICATIONS VAULT NO3.
4 NEW 36" X 36" 18" PULLBOX.
5 NEW UNDERGROUND (2) 4" CONDUITS WITH (1) 4" 3-CELL MAXCELL INNERDUCT PER CONDUIT.
6 NEW UNDERGROUND (2) 2" CONDUITS.
7 NEW UNDERGROUND (1) 2" CONDUITS.
8 NEW UNDERGROUND (3) 4" CONDUITS WITH (1) 4" 3-CELL MAXCELL INNERDUCT PER CONDUIT.
9 NEW UNDERGROUND (1) 4" CONDUITS WITH (1) 4" 3-CELL MAXCELL INNERDUCT PER CONDUIT.
10 NEW UNDERGROUND (4) 2" CONDUITS.
11 BUILDING NORTH A.
12 BUILDING NORTH B.
13 BUILDING SOUTH.
14 FIELD NETWORK ENCLOSURE 01. POLE MOUNTED HOFFMAN 48"X30"X30" NEMA 4X RATED.
12-STRAND SM OS2 FIBER IN (1) 4" CONDUIT FROM BUILDING A TO EACH IN 4" 3-CELL MAXCELL INNERDUCT OF BUILDING SOUTH, AND FIELD NETWORK ENCLOSURE 01.

SHEET NOTES:

1. (2) CAT6A OSP GAMECHANGER CABLE WILL BE RUN TO EACH END DEVICE LOCATION (CAMERAS AND WIRELESS ACCESS POINTS).

2. 15 EXISTING ISP VAULT WITH CROWNCASTLE DARK FIBER BACK TO FARADAY. EXACT LOCATION TBD.
16 NEMA 4X ENCLOSURE HOUSING POE EXTENDER.

CONDUITS FOR EV CHARGERS WILL DAISY CHAIN FROM ORIGINATING VAULT USING (1) 2" CONDUIT PER EV CHARGER.

3. 17 CONDUIT WILL STUB UP INTO EV CONTROL BOX. COORDINATE WITH EV CONTRACTOR FOR DATA LOCATION. DAISY CHAIN 2" CONDUIT TO REMAINING EV CONTROL BOX LOCATIONS.
18 CONDUIT STUB UP INTO IRRIGATION CONTROL BOX. COORDINATE WITH IRRIGATION INTEGRATOR FOR DATA LOCATION.
19 DAISY CHAIN (1) 2" CONDUIT TO AV DATA LOCATION IN OTHER FLOWER BED.
20 PULLBOX WITH (1) E699-201 POE EXTENDER INSTALLED INSIDE.

TC-101
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
365
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10/10/25

1 4 ' - 2
" [ 4 3
3 c m ]
1 4 ' - 2" [ 4 33 c m ]
5 ' - 7 "
[ 1 7
1 c m ]
5 ' - 7 " [ 1 71
c m ]
1 2 ' - 1 0 "
[ 3 9 1
c m
]
9' - 5
" [2 8 7c m
]
5 ' - 2
" [
1 5 7
c m
]
3' -
1 " [ 9 4c m
]
1 2 ' - 4" [ 3 7
6 c m ]
2 ' - 4
" [ 7
1 c m
]
6 ' - 8 "
[ 2 02
c m ]
9' - 1
0 " [ 3 0 1
c m]
1 3 ' - 7 " [ 4 1 5
c m
]
2 ' [ 60 c m ]
7 ' - 8" [
2 3 4
c m]
1 5 ' - 8
" [ 4 7
8 c m ]
1 3 ' - 3" [ 4 0
4 c m ]
3 ' - 8 "
[ 1 1
2 c m ]
7 ' - 7 " [ 2 3
2 c m ]
1 2 ' - 4 " [ 3 7 6
c m
]
2 ' -4 " [ 7 1c m]
6 ' - 8
" [
2 0 2
c m
]
3 3 ' - 6 " [ 1 0
2 0 c m ]
1 0 ' - 7" [ 3 2
3 c m ]
2 1 ' - 7
" [ 6 5
9 c m ]
5 ' - 7 "
[ 1 7 1
c m ]
1 1 ' - 1 1
" [ 3
6 3 c m ]
2 2 ' - 7" [ 6 89 c m ]
4 ' - 2 "
[ 1 2
6 c m ]
1 4 ' - 9" [ 4 51 c m ]
9 ' - 9" [
2 9 8c m
]
2 0 ' - 5 " [ 6 2 3
c m
]
1 4 ' - 9 " [ 4 5 1
c m
]
3 0 ' - 8
" [ 9 3
5 c m ]
1 0 ' - 4" [ 3 1
6 c m ]
1 8 ' - 1 0
" [ 5
7 4 c m ]
5 ' - 2 "
[ 1 5 8
c m ]
1 9 ' - 7 " [ 5 9 7
c m
]
3 6 ' - 8 " [ 1 1 1 7
c m]
7 ' - 7
" [
2 3 1
c m
]
2 4 ' - 8 " [ 7 5 1
c m]
1 9 ' - 7 " [ 5 9 7c m
]
3 6 ' - 8 " [
1 1 1 7
c m
]
7 ' - 7" [2 3 1c m
]
2 4 ' - 8 " [ 7 5 1
c m
]
1 2 ' - 5 " [ 3 7 8
c m
]
1 0 ' - 3 " [ 3 1 3
c m]
4 ' - 2
" [1 2 8
c m
]
2 ' [ 6
1 c m ]
12 ' - 5 " [ 3 7 8c m
]
1 0 ' - 3 " [ 3 1 3
c m
]
4 ' - 2" [1 2 8
c m]
2 ' [ 6
1 c m ]
12 ' - 5 " [ 3 7 8c m
]
1 0 ' - 3 " [ 3 1 3
c m
]
4 ' - 2" [1 2 8
c m]
2 ' [ 6
1 c m ]
1 2 ' - 5 " [ 3 7 8 c m]
1 0 ' - 3 "
[ 3 1 3 c m
]
4 ' - 2 " [1 2 8 c m]
2 ' [ 6 1 c m
]
1 2 ' - 5 " [ 3 7 8 c m]
1 0 ' - 3 "
[ 3 1 3 c m
]
4 ' - 2 " [1 2 8 c m]
2 ' [ 6 1 c m
]
1 2 ' - 5 " [ 3 7 8 c m]
1 0 ' - 3 "
[ 3 1 3 c m
]
4 ' - 2 " [1 2 8 c m]
2 ' [ 6 1 c m
]
1 2 ' - 5 " [ 3 7 8c m]
1 0 ' - 3 " [ 3 1 3
c m
]
4' - 2
" [1 2 8c m
]
2 ' [ 6
1 c m ]
L
R
L R
L
R
L R
L
R
C
L
R
L
R
LR
LR
L
R
C
C
HB -
1 HB -
1 HB -
1 HB -
1 HB -
1 HB -
1 HB -
1 LV
-1
FD
-2
WC -
1 3" VTR
S-1
FD
-1
FD
-1
LV
-1
WC -
1 WC -
1 LV
-1
FD
-2
WC -
1 LV
-1
FD
-2
WC -
1 LV
-1
FD
-2
FD
-2
3" VTR
3" VTR
3" VTR
WC -
1 LV
-1
FD
-2
C
L
R
L
R
8' CLR. 3'
112
111
110
109
108
107
107
108
109
107 108 109
107108109110111
XFMR
TE

BASIN 'H'

BASIN 'L'

BASIN 'I'

BASIN 'J'

BASIN 'K'

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HABITAT

MANAGEMENT

PRESERVE

HMP BOUNDARY
20' HMP BUFFER

HMP BOUNDARY

HMP BOUNDARY
20' HMP BUFFER

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VA
N
1 2 3 4 5 6 7
8 9
10 11
12 13
14 15 16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 3132
3334353637
105
100
132
130
134
130
CONNECT HT. 10'
ELEV. 132
CONNECT HT. 10'
ELEV. 132
CONNECT HT. 12'
ELEV. 134
CONNECT HT. 10'
ELEV. 110
CONNECT HT. 10'
CONNECT HT. 10'
CONNECT HT. 10'
ELEV. 134
CONNECT HT. 12'
ELEV. 134
CONNECT HT. 18'
ELEV. 100
CONNECT HT. 15'
ELEV. 100

WALL 'K'

WALL 'P'

WALL 'Q'

WALL 'R'

WALL 'S'
H
Y
D
26'
R10'
R36'
10'
41'-7"
27'
46'-5"
31'-2"
31'-9"
26'
EX
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2 2
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6 4
7 4
7 5
4 4
5 6
3 4
6 56
6 7
4 4
7 4
7 7
4 7
6 13
4 4
5 4
5 4
7 6
67 76
15 7
2 1
7 1
15 C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1" = 60'-0"
8/25/2025 5:23:57 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY SITE PLAN
MMM

DD,YYYY
1" = 60'-0"

TECHNOLOGY ACCESSIBILITY PLAN - SOUTH
1 1 CONDUIT WILL STUB UP INTO EV CONTROL BOX. COORDINATE WITH EV CONTRACTOR FOR DATA LOCATION. DAISY CHAIN 2" CONDUIT TO REMAINING EV CONTROL BOX LOCATIONS.

REFERENCE NOTES:
2 CONDUIT STUB UP INTO IRRIGATION CONTROL BOX. COORDINATE WITH IRRIGATION INTEGRATOR FOR DATA LOCATION.
3 NEW COMMUNICATIONS VAULT S01.
4 NEW 36" X 36" X 18" PULLBOX HOUSING (1) E69-201 POE EXTENDER. 5 NEW UNDERGROUND (2) 4" CONDUITS WITH (1) 4" 3-CELL MAXCELL

INNERDUCT PER CONDUIT
6 NEW UNDERGROUND (2) 2" CONDUITS.
7 NEW UNDERGROUND (1) 2" CONDUITS.
8 NEW UNDERGROUND (3) 4" CONDUITS WITH (1) 4" 3-CELL MAXCELL

INNERDUCT PER CONDUIT
9 NEW UNDERGROUND (1) 4" CONDUITS WITH (1) 4" 3-CELL MAXCELL

INNERDUCT PER CONDUIT
10 NEW UNDERGROUND (4) 2" CONDUITS.
11 BUILDING NORTH A.
12 BUILDING NORTH B.
13 BUILDING SOUTH.
14 FIELD NETWORK ENCLOSURE 01.
12-STRAND SM OS2 FIBER IN (1) 4" CONDUIT FROM BUILDING A TO EACH OF BUILDING B, BUILDING SOUTH, AND FIELD NETWORK ENCLOSURE 01.

SHEET NOTES:

1. (2) CAT6A OSP GAMECHANGER CABLE WILL BE RUN TO EACH END DEVICE LOCATION.

2. 15 NEMA 4X ENCLOSURE HOUSING POE EXTENDER.

CONDUITS FOR EV CHARGERS WILL DAISY CHAIN FROM ORIGINATING VAULT USING (1) 2" CONDUIT PER EV CHARGER.

3. (1) E69-201 POE EXTENDER PER END DEVICE.4.

TC-102
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
366
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OPTIONS OPTIONS
chi cago
333- 665

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8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE

OPTIONS
GB42
GB18
GB36
PAN - SC-RE24SKUA
Bradl ey 6562

OPTIONS
ENT-50
PAN

HW-OUT CW-IN
29'-10 1/2"
6 3/4" GluLam

OUTSIDE
K

OUTSIDEOUTSIDE

OUTSIDE

SWING IN FLIP

WALL FLIP OUTSIDE

SWING IN FLIP

WALL FLIP OUTSIDE

SWING IN FLIP

WALL FLIP OUTSIDE

SWING IN FLIP

WALL FLIP

OUTSIDE OUTSIDE

OUTSIDE

SWING IN FLIP

WALL FLIPOUTSIDE

SWING IN FLIP

WALL FLIPOUTSIDE

SWING IN FLIP

WALL FLIP

OUT SIDE
29'-10 1/2"
6 3/4" GluLam

OUT SIDE

SWING IN FL IP

WALL FL IP
GB42
GB18
GB36
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS
m o d e l : 4 7 7 1 1 L

OPTIONS
Bradl ey 6562

OPTIONS
m
o d
e l : 4 7
7 1
1 L

OPTIONS
26'-6 15/16"
6 3/4" GluLam
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE

OPTIONS
VIEW
DIM

OPTIONS

OPTIONS
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS
Bradl ey 6562

OPTIONS

OPTIONS
GB42
GB18
GB36
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS

OPTIONS
GB42
GB18
GB36
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS

OPTION D

CONCESSION COUNTER
86" X 30" - SS DOOR
ROMTEC CB-000-1043
HB-1
HB-2
HB-1 HB-1HB-1
HB-1HB-1HB-1HB-1

OPTIONS
VIEW

OPTIONS
VIEW
PAN - SC-RE24SKUA
8 13 1 2 3 4
11 10
567
12 9
I.T. ROOM
MECH

STORAGE

ALL GENDER

ALL GENDER
ADA

ALL GENDER

CONCESSION

PLANTER

DISPOSAL
ADA

ALL GENDER FAMILY

RESTROOM
ADA

ALL GENDER FAMILY

RESTROOM
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ALL GENDER FAMILY

RESTROOM
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LOUVER
LOUVER
LOUVER

LOUVER LOUVER
LOUVER
LOUVER
LOUVER
AC-1/1
AC-1/1
HDHDHD
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BP

HDHD HD

SDSD SD
SD

SD SD SDSD

RECESSED TP/TSCD/ND RECESSED TP/TSCD/ND

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RECESSED TP/TSCD/ND
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WC-1
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FD-1
FD-1
FD-2
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FD-2FD-2
LV-1
LV-2
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LV-2
FD-2
FD-2
LV-1
FD-2
WC-1
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WC-1
LV-1
WC-1
LV-1
FD-2
WC-1
LV-1
FD-2 FD-2
3" VTR3" VTR
3" VTR

STAINLESS STEEL COUNTER FRIDGE FREEZER

MICROWAVE
2 ACP
2 2
2 CRCR
2 2 2
CR
TC-400
2 C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1/4" = 1'-0"
8/25/2025 5:23:57 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt

TECHNOLOGY FLOOR PLAN
MMM

DD,YYYY
1/4" = 1'-0"

TECHNOLOGY OVERALL FLOOR PLAN - NORTH BUILDING A
1 ALL OUTLETS AND DEVICES LOCATED ON CMU WILL UTILIZE SURFACE MOUNTED CONDUITS AND BOXES.

SHEET NOTES:

1. TC-201
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
367

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WALL FLIP

VIEW TYPE

OPERATION TYPE
WIDTH
ALPINE COMBI 3000

VENDING MACHINE (BY

OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D

VIEW TYPE

OPERATION TYPE
WIDTH

FUTURE EV
40 AMPS
2 13
1 4
LOUVER
ELEC.

STORAGE

GOLF CART &
EQUIP. STORAGE

BP LOCKABLE STORAGE

CABINET, BY OTHERS

PUSH UP
BP
PEAK
EAVE
2 2
2 2
2 C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1/4" = 1'-0"
8/25/2025 5:23:58 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY FLOOR PLAN
MMM

DD,YYYY
1/4" = 1'-0"

TECHNOLOGY OVERALL FLOOR PLAN - NORTH BUILDING B
1 ALL CABLES SHOWN WILL HOMERUN BACK TO BUILDING A IT ROOM.

SHEET NOTES:

1. ALL OUTLETS AND DEVICES LOCATED ON CMU WILL UTILIZE SURFACE MOUNTED CONDUITS AND BOXES.

2. TC-202
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
368
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333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE

OPTIONS
GB42
GB18
GB36
Bradl ey 6562

OPTIONS

OUTSIDE

SWING IN FLIP

WALL FLIPOUTSIDE

SWING IN FLIP

WALL FLIP
K

OUTSIDEOUTSIDE

OUTSIDE

SWING IN FLIP

WALL FLIPOUTSIDE

SWING IN FLIP

WALL FLIPOUTSIDE

SWING IN FLIP

WALL FLIPOUTSIDE

SWING IN FLIP

WALL FLIP

OUT SIDE

SWING IN FL IP

WALL FL IP
Mustee 63M
M ust ee 63. 600A

OPTIONS
VIEW
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE

OPTIONS
GB42
GB18
GB36
Bradl ey 6562

OPTIONS
HB-2

OPTIONS
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS

OPTIONS
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS
GB42
GB18
GB36

OPTIONS
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS
GB42
GB18
GB36 HB-1HB-1HB-1
HB-1HB-1

OPTIONS
chi cago
333- 665

OPTIONS
8"
6"

VIEW TYPE

DIM TOGGLE

MODEL TYPE
Bradl ey 6562

OPTIONS
HB-1
ALPINE COMBI 3000
VEN

DING MACHINE (BY

OTHERS)
72"H X 29.5"W X 38"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D
MVP10CP

VENDING MACHINE
(BY OTHERS)
76"H X 46.5"W X 34.75"D

VIEW TYPE

OPERATION TYPE
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OPTIONS
VIEW

OUTSIDE
OUT
SIDE
HB-1
HB-
1 ENT-50
PAN

HW-OUT CW-IN
321 11
4567
10 12
8 9
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ALL GENDER

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IT ROOM
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LV-1
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LV-1
WH-1
2 2
222
TC-400
4 C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1/4" = 1'-0"
8/25/2025 5:23:58 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY FLOOR PLAN
MMM

DD,YYYY
1/4" = 1'-0"

TECHNOLOGY OVERALL FLOOR PLAN - SOUTH BUILDING
1 ALL OUTLETS AND DEVICES LOCATED ON CMU WILL UTILIZE SURFACE MOUNTED CONDUITS AND BOXES.

SHEET NOTES:

1. TC-203
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
369
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WALL FLIP
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1 ELECTRICAL
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IT ROOM LOUVER
BP
2 1
2 3
4 5
6 7
8 9
10 1
1 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 10

FRONTFRONT FRONT

REARREAR REAR
TC-4003
15 11
5 9
2 TYP.
1 TYP.
4 21
22 23
16 4 TYP.
7 17
TC-400
5 4 TYP.
6 2 TYP.
1 TYP.

TC-4003

FRONTFRONT FRONT

REARREAR REAR
4 7
20 C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
1/2" = 1'-0"
8/25/2025 5:23:58 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt

TECHNOLOGY ENLARGED FLOOR PLANS
MMM

DD,YYYY
1/2" = 1'-0"

ENLARGED FLOOR PLAN - NORTH BUILDING A IT ROOM
1 1/2" = 1'-0"

ENLARGED FLOOR PLAN - SOUTH BUILDING ELECTRICAL PANEL ROOM & IT ROOM 4 1/2" = 1'-0"

ENLARGED ELEVATION - NORTH BUILDING A IT ROOM
3 1/2" = 1'-0"

ENLARGED ELEVATION - SOUTH BUILDING ELECTRICAL PANEL ROOM & IT ROOM 5 1 TWO-POST DATA RACKS SUPPORTING 19" EQUIPMENT MOUNTING AND 45 RACKS UNITS IN HEIGHT.

REFERENCE NOTES:
2 8" VERTICAL CABLE MANAGER.
3 DEDICATED CIRCUIT WITH (1) QUAD 5-20R MOUNTED TO LADDER RACK ABOVE EACH RACK.
4 DEDICATED CIRCUIT WITH DUPLEX NEMA 5-20R OUTLET WALL MOUNTED 18" AFF AND SPACED NO MORE THAN 60" AROUND ROOM.
5 TELECOMMUNICATIONS GROUNDING BUSBAR (TGB) WITH

TELECOMMUNICATIONS BONDING CONDUCTORS (TBC) TO CABLE TRAY, RACKS AND OTHER EQUIPMENT AS NECESSARY.
6 18 UL CLASSIFIED CABLE LADDER RACK WITH RUNGS SPACED NO GREATER THAN 11" BETWEEN EACH OTHER MOUNTED AT 8' AFF. LADDER RACK SHALL BE EQUIPPED WITH CABLE RETAINING POSTS.
7 VERTICAL LADDER RACK.
8 TRIANGLE WALL SUPPORT BRACKETS FOR LADDER RACK SPACED NO GREATER THAN 40" BETWEEN EACH SUPPORT BRACKET.
9 3/4" AC GRADE FIRE-RETARDANT TREATED PLYWOOD MOUNTED WITH SIDE FACING OUT 6" AFF AT HEIGHT EXTENDING NO LESS THAN 104" AFF.

PLYWOOD SHALL BE PAINTED WITH TWO COATS OF LIGHT COLORED PAINT WITH FIRE RATING STAMP STILL VISIBLE.
10 STATIC DISSIPATIVE FLOOR FINISH THROUGH-OUT ROOM.
11 SPACE RESERVED FOR WALL MOUNTED SECURITY EQUIPMENT WITH DEDICATED DATA OUTLET AND 20AMP POWER CIRCUIT.
12 RACK MOUNTED UPS AND SUPPLEMENTAL BATTERIES OFCI.
13 SPACE FOR WALL MOUNTED COOLING UNIT. SHALL NOT BE MOUNTED ABOVE DATA RACKS. COORDINATE WITH MECHANICAL ENGINEER TO

ASSURE MOUNTING HEIGHT IN RELATION TO CABLE TRAY WILL ALLOW SERVICING OF FILTERS, ETC. CONDENSATE TO BE PUMPED OUT OF THE ROOM - NO WATER OR COOLING LINES TO BE INSTALLED ABOVE RACKS. 14 SPACE ALLOCATED FOR LIGHTING FRONT AND REAR OF RACKS, ONE

FRONT OF RACK FIXTURE SHALL INCLUDE INTEGRAL BATTERY BACK-UP FOR EMERGENCY LIGHTING.
15 WALL MOUNTED ELECTRICAL PANEL.
16 WALL MOUNTED PHONE.
17 ACCESS CONTROL PANEL.
18 1'-6" VERTICAL LADDER RACK.
19 2'-0" VERTICAL LADDER RACK.
20 (2) 4" EZ PATH SLEEVES THROUGH WALL.
21 (3) 4" CONDUITS FROM VAULT N01.
22 (3) 4" CONDUITS FROM ISP VAULT AND NORTH BUILDING B. 23 (2) 4" CONDUITS AND (1) 2" CONDUIT FROM PLAYGROUND FIELD NETWORK ENCLOSURE.1/2" = 1'-0"

ENLARGED REFLECTED CEILING PLAN - NORTH BUILDING A IT ROOM 2 TC-400
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
370
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10/10/25
GROUND
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TBB
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TBB
RACK LEGEND:

TELECOMMUNICATIONS BONDING BUSBAR
1 1

PLAYGROUND FIELD

NETWORK ENCLOSURE
1 SIZING OF TBB

TBB LENGTH (FEET) TBB SIZE (AWG)
LESS THAN 13
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21 - 26
27 - 33
34 - 41
42 - 52
GREATER THAN 66
53 - 66
6 4
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1 1 / 0
2 / 0
3 / 0
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
As indicated
8/25/2025 5:23:59 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt

TECHNOLOGY DIAGRAMS
MMM

DD,YYYY

ALL GROUNDING AND BONDING TO COMPLY WITH NFPA (NEC) SECTION 210 AND ANSI /TIA /EIA - 607-D MATERIALS AND CONDUCTOR SIZES SHOWN. DO NOT SUPERCEDE ANY NATIONAL OR LOCAL CODE.

SHEET NOTES:

1. ALL HARDWARE SUPPORTING COMMUNICATIONS CABLES, INCLUDING

LADDER RACKS, CABINETS, CABLE TRAYS, AND CONDUITS MUST BE GROUNDED.

2. EACH RACK OR CABINET SHALL HAVE AN INDEPENDENT AWG 6 GA GROUND CABLE TO THE PBB OR SBB.

3. 1 TO STEEL BUILDING OR ELECTRICAL GROUND
REFERENCE NOTES:

NOT TO SCALE

TECHNOLOGY SINGLE LINE DIAGRAM - GROUNDING / BONDING
1 TC-500
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
371
□
0 <7 221 -ZA A A-<]<] AA
DIGALERTo
10/10/25
GROUND
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RACK LEGEND:

RACK MOUNTED CAT6A PATCH PANEL

PLAYGROUND FIELD

NETWORK ENCLOSURE

AVAVAVAVAVAV

RACK MOUNTED VOICE PATCH PANEL

RACK MOUNTED OPTICAL FIBER PATCH PANEL

BUILDING ENTRANCE VOICE PROTECTOR BLOCKS
1111 11
4 4
3 2
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25

NOT TO SCALE
8/25/2025 5:23:59 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY DIAGRAMS
MMM

DD,YYYY

NOT TO SCALE

TECHNOLOGY SINGLE LINE DIAGRAM - SIGNAL
1 1 (2) CAT 6A OSP GAMECHANGER TO EACH END DEVICE.

REFERENCE NOTES:
2 (2) 4" CONDUITS FROM EXISTING ISP VAULT TO BUILDING A - IT ROOM.

EACH CONDUIT WILL HAVE (1) 4" 3-CELL MAXCELL INNERDUCT. 3 25-PAIR OSP CAT5E TO BUILDING A - IT ROOM.
4 12-STRAND OS2 OSP COMMSCOPE SM FIBER.

TC-501
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
372
7 -6V
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ACCESS CONTROL PANEL
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25

NOT TO SCALE
8/25/2025 5:24:00 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY DIAGRAMS
MMM

DD,YYYY
THIS SECURITY SINGLE LINE DIAGRAM IS DIAGRAMMATIC IN NATURE.

PLEASE REFER TO THE SITE PLAN FOR FURTHER DETAILS AND
ADDITIONAL INFORMATION.

SHEET NOTES:

1. 1 2-POST EQUIPMENT RACK BY DIVISION 27 CABLING CONTRACTOR.

REFERENCE NOTES:

NOT TO SCALE

TECHNOLOGY SINGLE LINE DIAGRAM - ACCESS CONTROL
1 2 CAT6A CABLE.
3 ACCESS CONTROL COMPOSITE CABLING.

TC-502
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
373
D
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220 <7 4 <7A A A- <]<] A
DIGALERTo
10/10/25
SCHEDULED LUMINAIRE(S) PROVIDED BY OTHERS.

DETAIL NOTES:

1. IN POLES WITH LOW VOLTAGE DEVICES, ROUTE FIXTURE POWER

THROUGH FLEXIBLE CONDUIT TO PROVIDE SEPARATION FROM LOW VOLTAGE WIRING.

2. PTZ CAMERA ATTACHMENT BRACKET. DRILL THROUGH POLE BODY TO CHASE DATA WIRE. DRILL AND TAP POLE BODY FOR CAMERA BRACKET ATTACHMENT. PROVIDE STRAIN RELIEF / GROMMET TO PROTECT CABLE.

SEAL TOP AND SIDES OF BRACKET TO POLE BODY WITH SILICONE OR OTHER WATERPROOFING. CAMERA AND POLE MOUNT BRACKET WEIGHT:
15 LBS.

3. FREE-WIRE DATA CABLE INSIDE OF POLE TO CONDUIT STUB AT BASE.4. 5" x 5" SQUARE POLE PROVIDED BY OTHERS.5.

2.5" x 5" HAND HOLE.6.

SEPARATE MAIN POWER AND LOW VOLTAGE CONDUIT STUBS INTO
BOTTOM OF POLE.

7. PLASTIC SPLIT BASE COVER.8.

ELECTRICAL VAULT TO SUBSTATION9.
1-1/2" CONDUIT.10.
2" CONDUIT FOR LOW VOLTAGE CABLES.11.

CONCRETE PIER
30" X 24"
11' - 0"
9 8
7 6
5 4
3 2
1 10
11 HAND HOLE
+ 150"
ACCESS COVER TRAFFIC RATED HINGED LID.

DETAIL NOTES:

1. 3/4" BLIND LIFT HOLE.2.

GALVANIZED ANGLE FRAME EXPOSED CAST-IN STYLE AT&T NAME PLATE.3.

UPPER SECTION.4.
1 2
3 4
5 6
7 8
5 8 HOLE CABLE RACK.5.

LOWER SECTION WITH RACKING.6.

4.35" / 4.5" STEPPED DUCT TERMINATOR (8 LOCATIONS).7.
6" X 6" THIN WALL KNOCK OUT (4 LOCATIONS).8.
7 7
7 8
CONCRETE SLAB. SEE ARCHITECTURAL PLANS.

DETAIL NOTES:

1. GRADE.2.

CONDUIT - FOR REFERENCE ONLY. SEE TECHNOLOGY PLAN FOR SIZE AND QUANTITY.

3. JOINT COMPOUND FIRESTOP SEALANT TO FILL GAPS BETWEEN CONDUIT AND CONCRETE SLAB.

4. 1
2 3
4 SCHEDULED LUMINAIRE(S) PROVIDED BY OTHERS.

DETAIL NOTES:

1. IN POLES WITH LOW VOLTAGE DEVICES, ROUTE FIXTURE POWER

THROUGH FLEXIBLE CONDUIT TO PROVIDE SEPARATION FROM LOW VOLTAGE WIRING.

2. PTZ CAMERA ATTACHMENT BRACKET. DRILL THROUGH POLE BODY TO CHASE DATA WIRE. DRILL AND TAP POLE BODY FOR CAMERA BRACKET ATTACHMENT. PROVIDE STRAIN RELIEF / GROMMET TO PROTECT CABLE.

SEAL TOP AND SIDES OF BRACKET TO POLE BODY WITH SILICONE OR OTHER WATERPROOFING. CAMERA AND POLE MOUNT BRACKET WEIGHT:
15 LBS.

3. FREE-WIRE DATA CABLE INSIDE OF POLE TO CONDUIT STUB AT BASE.4. 5" x 5" SQUARE POLE PROVIDED BY OTHERS.5.

2.5" x 5" HAND HOLE.6.

SEPARATE MAIN POWER AND LOW VOLTAGE CONDUIT STUBS INTO
BOTTOM OF POLE.

7. PLASTIC SPLIT BASE COVER.8.

ELECTRICAL VAULT TO SUBSTATION9.
1-1/2" CONDUIT.10.
2" CONDUIT FOR LOW VOLTAGE CABLES.11.

CONCRETE PIER
30" X 24"
11' - 0"
9 8
7 6
5 4
3 2
1 10
11 HAND HOLE
+ 150"
1 2
CABLING FOR LIGHTING.

DETAIL NOTES:

1. CAT6A OSP GAMECHANGER CABLING FOR SECURITY CAMERA / FUTURE WIRELESS ACCESS POINTS.

2. 3
DUAL CHAMBER LIGHTPOLE PROVIDED BY OTHERS. REFER TO
ARCHITECTURAL DRAWINGS.

3. HANDHOLES

THRU HOLES IN TENON

HANDHOLES

THRU HOLES IN TENON

CROSS SECTION

OF TUBE

SUPPLY CABLE

CONC CASEMENT (ONLY NEEDED IN VEHICLE TRAFFIC AREAS)
EARTH

SURFACE

DETECTABLE WARNING TAPE
1'-5"

MINIMUM
2' 0"COVER
1'-6"
4"
1-1/2" 1-1/2"
1"
DETAIL NOTES:

1. CONDUIT SIZE AND QUANTITY IS
INDICATIVE. CONTRACTOR TO REFER TO
PLANS FOR QUANTITIES AND SIZES.

C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
As indicated
8/25/2025 5:24:01 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt

TECHNOLOGY DETAILS
MMM

DD,YYYY

NOT TO SCALE

DETAIL - CCTV POLE MOUNT - MULTI-SENSOR
1 NOT TO SCALE

DETAIL - PULL BOX
2 NOT TO SCALE

DETAIL - CONDUIT PENETRATION THROUGH SLAB
3 NOT TO SCALE

DETAIL - CCTV POLE MOUNT - PTZ
4 NOT TO SCALE

DETAIL - LIGHT POLE CROSS SECTION
5 12" = 1'-0"
TRENCH SECTION-(4) 4" CONDUITS
6 TC-600
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
374
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UL 2416 LISTED, 300 LB LOAD RATING.

GENERAL NOTES:

1. CENTER CHASSIS WITH TEMPERED GLASS DOOR.

DETAIL NOTES:

1. REAR FRAME.2.

M8 X 40 LAG SCREWS - TYPICAL OF (8). SECURE INTO 3/4" PLYWOOD

BACK-BOARD THAT IS SECURED TO WALL FRAMING TO ASSURE LOAD BEARING CAPABILITY. THE SCREW HEAD SHOULD PROTRUDE ABOUT 3/8" FROM THE WALL.

3. 8' X 4' X 3/4" SHEET OF A-C GRADE FIRE RETARDENT TREATED PLYWOOD PAINTED IN A LIGHT COLOR WITH FIRE RETARDENT STAMP EXPOSED.

ATTACH TO STUDS USING STAINLESS STEEL FLATHEAD SCREWS OR MINIMUM 1/4" DIA. TOGGLE BOLTS.

4. THREE-PART, SWING OUT DESIGN ALLOWS ACCESS AND SERVICE TO THE FRONT AND REAR OF EQUIPMENT.

2. GYPSUM BOARD - REFER TO ARCHITECTURAL PLANS.5.

STUD - REFER TO ARCHITECTURAL PLANS.6.
19U UNIT MEASURES 36" H X 24" W X 30" D.3.

MOUNTING KEYHOLES.7.

RECTANGULAR KNOCKOUT.8.

TOP PANEL.9.

BOTTOM PANEL.10.

ATTACH ONE END OF BONDING WIRE TO THE CENTER CHASSES USING M5.5 SCREWS WITH STAR WASHERS CONTACTING PAINTED SURFACE ATTACH OTHER END OF BONDING WIRE TO THE REAR FRAME USING M5.5 SCREWS WITH STAR WASHERS CONTACTING PAINTED SURFACE.

11. 1
2 7
7 7
8 9
10 8
11 6
5 4
3/4" CONDUIT KNOCKOUT. TYPICAL OF (4) PLACES.12.
12 2 - 1/2" CONDUIT KNOCKOUT. TYPICAL OF (4) PLACES.13. 13 13
12 12
13 6" X 6" CUTOUT.14.
14 8
8 8
UTILIZE WALL MOUNT BRACKET SUPPLIED BY CAMERA MANUFACTURER.

FIRE-SEAL PENETRATIONS THRU WALL (TYPICAL).

3. PROVIDE ANCHORS, FASTENERS, AND APPURTENANCES REQUIRED FOR THE CONDITIONS TO SECURE DEVICE INSTALLATION (TYPICAL).

4. CORE-THRU EXISTING WALL AND PROVIDE (1) 1/2" RIGID CONDUIT BETWEEN BACKBOX AND JUNCTION BOX. PROVIDE CHASE NIPPLE WITH PLASTIC BUSHING AT BOTH ENDS OF CONDUIT FOR CABLES. FIRE-SEAL PENETRATIONS IN FIRE-RATED WALLS AND MATERIALS.

5. FINISH DROP CEILING (PLASTER OR ACOUSTICAL TILE).6.

WALL C-CHANNEL BRACING SPANNING TWO METAL STUDS.7.

PROVIDE BLANK COVERPLATE AND TAMPER PROOF FASTENERS ON
JUNCTION BOX.

8. PROVIDE SURFACE MOUNT SINGLE-GANG JUNCTION BOX ABOVE

FINISHED CEILING OF ROOM ADJACENT WALL ON WHICH CAMERA IS MOUNTED.

9. GYPSUM WALL BOARD - REFER TO ARCHITECTURAL PLANS.10.

VANDAL RESISTANT EXTERIOR GRADE DOME FIXED CAMERA AND MOUNT TO SURFACE.

DETAIL NOTES:

1. CMU WALL - REFER TO ARCHITECTURAL PLANS.2.
12 13
8 5
12 11
6 9
(1) 1-1/4" CONDUIT STUBBED UP TO NEAREST CABLE TRAY.11.

CAT 6A OSP GAMECHANGER CABLE TO NEAREST TR ROOM.12.

BISCUIT BLOCK.13.
7 CONTRACTOR TO PROVIDE AN APPROPRIATE WATER SEAL CAP ON THE 1/2" EMT CONDUIT UNTIL THE CAMERA IS INSTALLED. CAP TO BE MAKER PIPE 1/2" CONDUIT END PLUG / CAP OR APPROVED EQUAL. PROVIDE

APPROPRIATE WATER SEAL CAULKING TO FILL OPEN PENETRATION /

HOLE THROUGH WALL SURROUNDING CONDUIT TO PREVENT WATER
ENTERING BUILDING INTERIOR. CAULKING COLOR TO MATCH EXTERIOR FINISH.

GENERAL NOTES:

1. MOUNTING HEIGHT BASED ON AREA OF OPEN PLENUM ABOVE FINISHED CEILING IN ROOM ADJACENT WALL ON WHICH CAMERA IS MOUNTED.

2. 10
4 3
1 2
C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
RE
VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
As indicated
8/25/2025 5:24:02 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt TEC

HNOLOGY DETAILS
MMM

DD,YYYY

NOT TO SCALE

DETAIL - WALL MOUNTED EQUIPMENT RACK WITH ENCLOSURE
1 NOT TO SCALE

DETAIL - EXTERIOR SURFACE MOUNTED DOME CAMERA
2 DRA

WING NO
TC-601
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
375
A- -A
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C:\DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019
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VIEWED BY:

DAT

EINSPECTOR
DATE
"AS BUILT"

CITY OF CARLSBAD
RVWD BY:OTHER APPROVAL

INITIALDATE
SHEET
APPROV
ED:

DWN BY:

CHKD BY:

PROJECT NO. DRAWING NO.DATE INITIAL
DES

IGNER OF WORK

DATE INITIAL

CITY APPROVALREVISION DESCRIPTION

PLANNING DIVISION
RCE EXP .

LANDSCAPE IMPROVEMENT PLANS FOR:
1 APPROVED FOR IRRIGATION

AND PLANTING ONLY,

INCLUDING PRECISE

LOCATION OF PLANTING
AREA.

ARCHITECT/

ENGINEERS

STAMP SEAL
Expiration Date:

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
Vantage Technology Consulting Group
www.vantagetcg.com
t: 310.536.7676

VANTAGE TECHNOLOGY
100% CD 8/22/25
8/25/2025 5:24:02 PMAutodesk Docs://240148 - CARLSBAD VETERAN MEMORIAL PARK/CARLSBAD VETERAN MEMORIAL PARK TECH.rvt

TECHNOLOGY SCHEDULES
MMM

DD,YYYY

SCHEDULE - MULTI-CATEGORY
CO

UNT DESCRIPTION NETWORK CATEGORY TERMINATION POINT NETWORK PORTS PER DEV ICE PATCHED CABLES PER DEVICE PORTS REQUIRED PER DEVICE 1 ACCESS CONTROL PANEL ACCESS CONTROL 1 1
1 CARD READER ACCESS CONTROL NORTH BUILDING A IT ROOM 0 0 1 CARD READER ACCESS CONTROL NORTH BUILDING A IT ROOM 0 0 1 CARD READER ACCESS CONTROL NORTH BUILDING A IT ROOM 0 0 1 90° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT ROO M 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT ROO M 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT ROO M 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT ROO M 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT ROO M 1 1 1 1 180° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT RO OM 1 1 1 1 180° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT RO OM 1 1 1 1 180° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT RO OM 1 1 1 1 180° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT RO OM 1 1 1 1 180° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT RO OM 1 1 1 1 180° DOME CAMERA SECURITY CAMERAS NORTH BUILDING A IT RO OM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 360° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & IT ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 90° DOME CAMERA SECURITY CAMERAS SOUTH BUILDING ELEC & I T ROOM 1 1 1 1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 2 PORT OUTLET DATA 2 2 0
1 AV/ DATA WALL OUTLET DATA 2 1 0
DRA

WING NO
TC-800
546-1A

EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
376

DIGALERTO
10/10/25

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLE

PARKING
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ELECTRIC

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ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

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VAN
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HB-1
HB-1
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HB-1
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LV-1
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FD-1
FD-1
FD-2
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FD-2
FD-2
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FD-2
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WC-1
LV-1
WC-1
LV-1
FD-2
WC-1
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3" VTR
3" VTR
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3" VTR
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HB-1
WC-1
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FD-2
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L
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P. RY A N L I C ENSE
NO
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50 2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

FIRE ENGINE ACCESS PLAN
FPC2025-0048 - VETERANS MEMORIAL PARK - 1420 FARADAY AV - FIRE DEPARTMENT ACCESS PLANS F-1.01
APPROVED: EMILY HASEGAWA
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5/02/2025 PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 0' 15' 30' 60’
DESIGN
GROUP
Subject to field inspection and required tests,
notations hereon, conditions in correspondence
and conformance with applicable regulations.

The stamping of these plans shall not be held
to permit or approve the violation of any laws.
$ $

PROPOSED
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CITY OF CARLSBAD

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LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

FIRE TRUCK ACCESS PLAN
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 378
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DESIGNGROUP 31591 Camino Capistrano
San Juan Capistrano, CA 92675
www. RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 tone
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10/10/25
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L
A
R
R
Y
P. RY A N L I C ENSE
NO
.2
50 2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A
FIRE NOTES & FIRE FLOW CALCS.

F-2.01
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 380
386
ATTACHMENT! ENGINEER'S CERTIFICATIONCarlsbad Fire Department Access & Water Plan Notes

GENERAL REQUIREMENTS
Mires 3. V

INSPECTION REQUIREMENTS
nd M:. trK (ra51, 1 U, UIID AJ"
pal la-dsape/thiWri
Pre’et 7, 1 ,10) Q
SbHH:

TITLE SHEET
Soucchnkal inyztoator, Propozd Ytemos Vecorbl Pork, Famg Aynupat whsmneRcterenoo:25 My, Carlzd, Coftom.. prepared for RJW Dosin Grou by Southem Carorca25 Gcochnical, Inc. [SCG), SCG Prcfoc No. 190109-2, dated Ajgust 7, 2020.Building area; construction, occupancy sprinklers noted on plan? G Yes [/A. (Building le isthan 6000 sq ft.).•Yes Mr. Chastain:4. p
In xoxwcc with your oquost, wo have prepared the ower to subsK with the Fire A00css and Hydrant •Yes MN/A (No:pha sing ofacce ss/hydr ant installation) | "an t regu nd by the tily of Carltod fire tpartmin!. fused e • “al correspocdro wlh RIV, the tha th dew fire 304 rowiwars melt they bpond, al wwthir1947=9793

5. 83500 on our rvt oW of the propze gradng pan, prepared by efi wo understand that c TayW pemmanest fire roads Wi l cocede with now Amphalc conoret (AC) pavements in the a.tomoble drwveandYes paring arcas. The pan was provided on Marci, 2025. The plan nd ones that the dnw alsos Wil be constroced with "I inches of AC over 12 itches of aggrecate base. Booed on the poreten cesgn ccommencatis presented in the re-crenood gopbocsical report, the propocod AC ocoton rdos with sicemtin with the referenoodTrallic Irooy of 6.$. OK strode preparation sho.l x la

7. App rove d a c cess wa l kways sh al I be pr ovid e d to a 11 ■ r equi red open [ rig's an d .al ire scue window 5.

Yes
•es
reriale the opextunty to tey 4 coclit cod torvin o this [uy f. If teeyre -0 Aty qUM!aV.— A r! car offi 3t your comethncg.
lyS.sitted,PTHy
sow
Yes SOUTHERN CIIFORNIL GEOTECHNICAI, INC.

59. All gates In construction fer ting shall be equipped with either a Knox or breakaway padlock. Yes No 2334) LA.MtelGE 2361Grod
orPrisopal Enginoer
; i) AgressetChVriptiodN/A: No gates)

OTHER REQUIREMENTS
As
Yes
- CaHedu - 21572215 SV RatPatkwar • Yorou Li-eA
(714) 5.5 WW M , r AKtC 0
necessary depending On coFtditions spec fic to each 'project.

FIRE FLOW CALCULATIONS
cn-site F . H . North]•u Or. alts K.JI. (south
132 pai
CALCULATIONS 223 tryProject:
flow raquiremonts:Fir 31C X - S' P7C IC X 5 PV
2I&IX 5 1‘VI 221.1. - 5 PVE
City of CarlsbadOwner: ho required flow tor 10122fire each hydrantin i w.55(see Bae00 H 20 To Documntation, EC.G5gpn p. 5 .1. Eles. S3.5 SOO check andKorst CtoIcenaxio: g.C. eanuve 8 ?.H. [Nort..) • Lmle-t.

Date Prepared: October 6, 2023 ■ 00 rantfire hy Pram • are 2 r.x. South) nr-W Where:

Tore: • • d * Av8” water line in Faraday hr pt —L LFire flow treat source:cones one FH - Brat. dllom froc Farsdsy r acetic
Prepared By: 132 P.8.Rosidunl ? FaradayPXC551 c fe P . 3.1. CLE) H - 10 Icct
(0 Faraday) feet
obtained r iron t twaterO3T - 3 pressure
10/10/2 sec Backup Documntation)on he

11.30)1 41 Cl •
wheze: I feet)
V?. leng h cl pipe (I eet)U
eeor"SSor, 1 t)J
Icct)E
C • Nszen-1 1 1 1AM Caeff.

An 3 us:

J.mmre:Ai.1 20* to 1 for n losses And nCEAr“r."
C81640. to length of pipe for qinc- :.t or Ai3032
Exp. 09-30-25 1 . t •»• 4.731131221- /117s11)sI1 J • It(4.7214242 fr) 1500 OP* * 1 cIa/44% OP® 1 t)* $3/150]3 ”(0/12

4.6 • • 2 11i*/n it)
"4 221120 StM[2 cfn/44%ST*'1 ‘ 1 c!3/44929 ftl 190011 .9 UPo- ‘712 t)1 $21180)3 49 (6/12 ft)i»’ll$ \ t H
r.

Therefore:
011
feeaaure 9 T.H. [Nort.) 1.3
Premmar F .’South) 122 3.3 n122.2 p.2.1 . 26 P.3 .1
112.3 P.8.1. n p.a. 1.
21 SHEETSSHEET
RJM
A 21730/2023
5/02/2025 PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALR—ATVs cr REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL DESIGN
GROUP
EIVIL
dr colt
132
122
•NA (Sign s provided)•NA[Red purbs.provided)
side)
ide)
e
es
es.

Sufe i
-1115
C - 150
Add 20*
0 L

90.3 '
feet)

SOUTHERN

CALIFORNIA

GEOTECHNICAL

4. Phased installation of fire access roads requires additional Inspections not covered by the fees paid at plan submittal, Contact(442) 339-2660to arrange for addi tronal.mnspections that may: b e ne eded. and any fe e s that m ay.be: .du e.
25 e
es
es
Address humbers shall be located and be of a color and size so as to be plainly visible and ■ legible from th e roa dway from wh it h th e bui l d [rig is. a d dr e sse d ih adco r d a n ce with. Car l sha d ■ Fire Department Access & Water Guideline,
Case i
gpr to

6.- Acce ss.r oads .a nd. hydran fe sha 11 .'he ma i nta inred an d remain d le ar of ob stry ct 0 ns at al l time s dur i ng a n d after constr u ction. Are as wher e pa rki ng. is n ot p erm itted sh all be clearlyidentified:
■ at a l.1 t mes, 0 bstr u ctio n ■ of fire. I ane sand hydran ts ■ may r esul t in c.a ngel latio n or suspersi o n' of inspections.
(
- 11.1 e
■ 8.8 p.
--
nt
AS th
opre
•Yes
“Yes
(8 r.K.)
(1 p.3.1
residual pressure 8 Tarady Ave
friction icaaca Iro Yaraday tc
All of the notes, listed in the INSPECTION REQUIREMENTS and GENERAL REQUIREMENTS sections shall be placed, verbatim, onthe plan tinder the heading "FIRE DEPARTMENT ACCESS & WATER NOTES.”
Vete ra ns Me m orid IP q rk
CIP4609
Are all gates; fences and planters chown?
Areyehiclegatesidentified 85 manual orelectric2.

Manual vehicle gates have No Paiking" sign noted?
Knoxboxesocke switches are noted Oft plans?
Carlsbad gate notes specifications included on plan?
Knox form completed? ■
A (No gates)
“A (No manual gate).
l/ANo gates)
V/A(No gates)
CivTEC999 C orporate Dr. Suite 100
Ladera Ranch CA 92694
p:949:463.8822
e: tec@civfecnt
(cfs)
of pipe

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
day and are consuered adetuat- t smpporl te kels of at Gasua fre ruxe, 36 mequrid by "e Cly e Carlsbad.
f lowrose
diaxetey
ation Departme
lev.
.3069

9. Dumpsters and trash containers larger than.1.5.cubic yards shallnot be stored, in buildings or. placed within 5 feet of combustible walls, openings or combustible roof eave lines unless protected by an approved sprinkler system.
oly of Cartsbas
ceycuremnett.
• No (Mitigation proposed vis AM&M) ■
’ • (Na new paving)
EA-(Grade=id%)
lin l an Pavements
Proposed Veterats Nemonal Part
Faraday Avenue at Whrman Way
Carlsood. Cal tom o
es. •
es
RJM Desgn Group
31591 Camico Cap strano
San J.on Cap strano, Carore.n 92675
2 . »

10. Bu [I d i ng s of fourormore stores shall be provid ed with stairs and a stand pipe before reaching. 40 feet in height.
16 Faraday)
et)
r,
hr
concurring th* matter, pHavto
pipe
(ef:)

3. Fire l are.signs an d fed. curbs.sh all meet th e specifications shownin Carlsbad Fire Department Access & Water Guideline and shall be installed as described therein. Additional fire Jane ■ markings may. h e regu (red. at the- ti me of in spection depen ding or field con d iti on A 21 I I.) |Q}1 • ’
•Yet
EYe ;
•Yes•Yes•Yes

8. The project .address shall be. clearly posted arid visible' from, the -public ■ road during construction.

11. Approval of. this, plan shall not be construed as approval of any information or project, conditions other than those items and requirements [dentified in Car shad Fire Department Access & Water Guideline and related portions of the CFC and CBC. This project may be subject to additional requirements not stated herein Upon examination of actual site and project conditions or disclosure of additional information.

MXs •X MY

3.3 feet

4.1. Ocor Surdova
Staff Enc ncer

2. Permanent; temporary, and .phased. emergency. access roads shall be-designed and maintained to support an imposed-, load Df 72,000 lbs and surfaced to provide all-weather driving capabilities:
up MX MX MX MY
• ciev. 5.
- 10 feet *
- 1.3 j
Allowable area calculation provided ion- plan.

AMRM request letter ’ scanned ento plan?
Sheets not relevant.to fire master plan removed from plan.set? Access/hydrant phasing plan provided? .
my UN
•)
•) NN
ds aneter C
Waze- Will
yee
syu
NN
MY NY
[figures
rovi dod
Premises IDaddress monument location shown on plan?
Trash, enclo sures-are located at lea st ‘ from building $2 Two entry points provided for 150 or more residence $?
Parking enforcement letter provided?
Y

8. Vegetation aha .1.1. be selected and maintained Th such a manner as to al low inimediate access, to all hydrants; valves, fire department connections, pull stations, extinguishers; sprinkler riser 5,. al ar m 4 ontro I panels, rescue- wind ows, and oth er devi ces or a re as used f p r f iref ight nig:
purposes. Vegetation or building features shall not obstruct address numbers or inhibit the functioning of alarm bells, horns, or strobes.
2; A; lumber drop Inspection shall be. performed prior to bringing combustible materials (or combustible fixtures and finishes for structures of non-combustible construction). All- weather access ..roads capable -of supporting. 72,000 topped with asphalt, concrete,- or equivalent sha l be in place. and hydrants operational at time of lumber drop inspection upol Ail
094 3 Hor Ires ks pir

6. Access.gatesishall be approved prior to installation and shall -be in. compliance with Chapter. 5 of the CFC and Carlsbad Fire Department Access & Water Guideline.

10. Any future modification to the approvedIFire Department Access & Water Plan or approved site plan; including but not limited to road width; grade, speed humps, turning radii, gates Or other obstructions, sha r require review, inspectionand approval by the City of Carlsbad. *i
K
spe) ”

1. Carl sbad site inspections are required for this project. Please schedule all fiel d inspections at l ea st 48h ou r s. I n l ad van a e. Inspe ctions ca h c e le dlafte F 1 p. m.. on the day b efo re- th e sch e dul ed. .date-will be-subjecttoare-inspectionfee. Call $442) 339-2660 to schedule an inspection. 106
cet *
.8.1.
(north
(south
All fire hydrants shall have a Blue Reflective Pavement Marker” ind I cating their location per th e Carl sbad standard. Oh p rivals. pr operty ma rkers are to: .be. ma ntan ed ■ in. good con d ition by the property -own er.

ATTACHMENTS
Fire Department Access $ Water Plan Submittal Checklist •Yes
up 77
dv3. For. projects with fuel modification, a vegetation dearance inspectionfs required prior to a l umb erdrogj nsp e ctio n. Use. th e f u el m nd if i cation. pl a h serv ce req u est h umb er to sc he d u l e:
■th. e y eg etati o n cl e arance i n specti o n.

FIRE LANE IDENTIFICATIONRed curb s are identified with bold or dashed lines ? I Location of each ! FireLane—-No Parking". sign shown ? | Fire lane entrance sign provided at each vehicle entrance ? | Detail drawing $ of red curbs No Parking"/ entrance-sign s shown 1 |

WATER AND HYDRANTS
Water av ailability form completed and provided?
All hydrants within 400" of the site are shown on plan? Are hydrants provided spaced per CFC Appendix C?
ACCESS AND ROADWAYS:

Extent of the access roadwayi s clearly shown on the plan?.

Turing radii and width incl toad sections, shown
Exterior of all structures within.110‘hose pull distance? Engineer’s certification provided for newpaving!
Walkable- surface. provided to required opening $?
Road and walkway grades, 1% shown on plan?
“es NNA (No alternate methods proposed)
oes
d
rs r.x.
goothnea mprt. Them eur pwimett sekns witt 1il -os tos,pport 3 E
£P“ If
‘ City of
Carlsbad

5. An original .approved, signed, wet-stamped Carlsbad fire access &. water .plan shall-be avail ab I e on-site atti m e of i n spection,
SEEENA (CUP was not: required by city)
I, 401883
PROJECT INFORMATIONScope of prcject is clearly defined on the plan? Conditional Use Permit conditions included with submittal? Tract Tentative Tract/Parcel Map Number has.'been provided? Standard Carlsbad ire master plan notes are included?
10) • ••(C)* ”

1.500 gpm
4 (6 F.”
(2 p.

1. Fire lane.widths shall be measured from top face, of the curb to top face of the curb for fire ■ lahes with: stan da rd C urb s. an. d. gutte ts • an d from fl ow-1 i ne to fl ow-I h e: for fire I .an.es with modified curb designs (e.g. rolled, ramped, etc.). The devel open is responsible to verify that ■ all approved public works or grading department street improvement plans or precise grading plans conform to the minimum street width measurements per the approved Carlshad fire depar tment access & water plan andstandardsidentified in Car shad Fire Department Access . & Water Guidelmne for all portions of the fire.access roads.

7. Temporary fuel tanks of 60 or more gallons shall be reviewed, inspected, and permitted by the, City of Carlsbad prior to use. ■
1,500 gmT
A
L
A
UN/A (Single family homes)
• No Enclosuresare sprnklered)
NN/A (Non residential project)
MNA (Public streets only) ■
NOTE: ■ Thikison ly a itjftsjg cfhaste fire master plan stomttaPrequ t'remeh is: Other information "or requirement ts may be - 10/10/25
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L
A
R
R
Y
P. RY A N L I C ENSE
NO
.2
50 2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

FIRE ACCESS DETAILS
F-2.02
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 381
386
ATTACHMENT 10
ATTACHMENT 12b
ATTACHMENT 14
12"
NOTICE
NO PARKING IN 1-3/8" bold red
ATTACHMENT 9
1 AREAS MARKED AS NO Fire Lane Identification - Red Curbs

PARKING
T
30"
2 VIOLATING VEHICLES
a
Dr "2
WILL BE CITED .9

OR TOWED AT
?

STANDARD CURB
OWNER’S EXPENSE
18”. —
CVC22500122658(a)/ FIRE LANE- NO PARKING” shall be painted on top of cufbTn'3" white lettering ata spacingP/3. of 30 on center or port on thereof.
o187:♦ *
.24” ■
C

STANDARD CURB
Signs.shair.be mounted facing .the direction of vehicular,tr avel.

I FIRE LANE ENTRANCE SGN 2 FIPE LANE NO PARKING SGN 3 FIPE LANE SGN MOUNTING 4 FIRE LANE CURBS

ENSTHJ J APPROX OVER
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CHANOEWLL PREVAIL, WHERE CSCFEPANCES EXIST

SHEETSSHEET
5 CARLSBAD FIRE ENGINE DIMENSIONS 6 CARLSBAD FIRE LADDER TRUCK DIMENSIONS RJM
A 21730/2023
5/02/2025 PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

FIRE LANE

FIRE LANE
n
e
L'C
IBEEEEEI A.X30
X3VI:

IJE
IEJA:
r WHEEL CHXCK STORME re e a 15 Ma x
220gw[)WOROINNMGCDDC 2
DESIGN
GROUP
VTLVAC 12000 MARDRS
oRcur -TATID pr von
11 DCUZ
SIXA
2-3/4 bald white,
reflective lettering
on red background
0 WHELEN KN STLR REDLEDWRNNO

UGHTSWO-RQM PLANSE
ch
%
FWO 8ENGRAVE HOLDN3S LP. ITS SUS3IDRE8, SUCCE8SCR3 ANDCR ASS GNB ICCXLIECTIVEL * FWD SEAGRAVE') OWNS PRCPR ETAR Y R3HTS I AND TO nS DRAMMING AND NF CFATION OONTAINE D TISRSN THE

DRAMINC S CONI IDENTIL AND SHOULD NOT BE LSEO ON REPACCLCED FCR ANt PURPOSE WTHCUT THE WF TTEN CONSENT OF FWD SEAGRAVEFWO SEADRAYE HOLDINGS, LP ITS SUSSIDIRES, SUCCESOMS ANOON ASSIGNS (COLLECTIVELY, TWD SEACRAE")OWNS PItOPRETARY IOCMTS

N AND TO THS D UAW NG AND INFCIWATION CONTANED THEREN THS DIAWNG 8 CONFIDENTIAL AND SHOULD NOT BE UsEO OR REPRCOUCEO f co ANY puarose WITHOUT THE MIUTEN CONSENT Of f wo sEALRAE.

KJSSMALL 12 IAJ ALTO EJECT

RECEPT (SHOREU IE POWS)
TH HTE CAPAOTf 6 A CM CLLATED AMXHT ACTUM.

CAMAcITY MAY VI DSPENDNSCN VEKDCR OF TX HDSL
BLEENS

PAC TRAC

TFTTNN)

TFT MAS'IRS

PPEPOEWOM
K' FRYAR FRWt
POUSMEONLMN 1
C-GUAL R.B RMS
Russa VUO FLAPS (RE
De pth ofbu ry.sh all be a. min imy m. of 24" ■ a ri d r e b a r, a con c r ete ’ footin g, or a n oth erm ethod - to prevent removal of the sighis recommended. Footings for signs located in the public right-of- way shall be per the local jurisdiction's requirements.

1. . Firelane entrance.sign(s) shall also be provided per Attachment or11.

2. ' Cur bs sh all be pal n ted.: OSH A safety red,
DW-
D.

DM
R.I
I&MB
RLR

IP FOUNLADDER

WATER VEY FROASCN
Towing company contact information is required for al l.properties with a standing written agreement for services with a towing company per the California Vehicle Code.

PUV‘ RTEMOU:

Doe: navi!
S pecifi ca ti o n s for Alte rn at i ve
Fire Lane No Parking Signs
e SS WRAP ARIQUND OMMPIR
WI2ETENSI
All sigh and lettering dimensions shown are minimums. “Arial Narrow” font used Is used in sample, above though other egible sans-serif fonts may be acceptable.

Pedestrian areas:.?'
All other areas. 5.

D nuMi nt IGHTS USCOWI RI CTMNt o
I ROM nt prvious urs muss
IT’MN
ADA

ELONGATED FBOONT TO EYES
[PARTED GLOSS SLACK TO MATCH FRANE)
117,50
GAN
30MX

THE WSSE CNPACITY E A CALCULATED MAGXUNT NCTU

CXAAGITYMAYWRY DEPENDNSON VTVKR (X HOW
S g n s' m ay. be. m 0 u hte d on e xj sti ng p p sts pr • buil d i ngswh e re. th e cen ter li ne of. the. sign is h b mor e than 24” from the. edge of the roadway.
-TACIOM TOOL 50 (6* x15nxs2
C2EXAST 2

FRONT UHT&
WHELEN #S00 RED .ED WRV3 UGHTS(8
-WMELEN#000 MMICRLED(CNARRDWSAGNNWNL uaT3@0I
- HMZ RT4rtItO FCADUCHTS w wsonx ICO HO
MHELEN WCPEMB A LEDFLOCISPC" LCHT
I9.RFACEWOUNT,(
THE NWSATED VEHCLE HEHT FBPRES5NT8 A CALCWL

DOVENSON ACTUAL SHFPEO HEIGHT MFWRY
WrELEN WPCPSM:B I

SPOTUGHTS (SUFFN
PANTLC CM ROOF - €y«sr MTPGMRLAY-
WEEN FFEECXOM tr REONOEER LEO [) LOs1 BAR w 1 s MOuNT8— 1-3/8 told red
lettering on white
reflective

REAR UCHT CUSTERS
. WELEN 2600 FED LED BRAE LOTS
- WELEN 200 AWSER LED AFROWDRECTIONAL LIGHTS

30.00 STAES
lettering on white
reflective
SNE FL00OS
MOUNT)
7 SCERAL LENSTMCTOTN N CPENTLLERC DOCKI
--------- 722s CVERNLL LENSTH @euPER ’0 SEAR TOM EYE)
TH MICATEO VMO £ MEG WPRI SS NTS A CALO-LATEO
DMENSO. ACTAL SHnt 3 Heu MAI Vr.

IRACLOKKHOLDSR
e
=11250 CABTOAXE—
IASowMttLSt
Fin? SMFT TMEraDE L
ELWC FAS. MFROR3 HENNEO,

CHRDME RE MI CANEX

REAR LIKS
-W-ELENROREDLEOIL)ERNEITNLLO-S
- WELEN 0900 ABER LED (CJARRNWSGLUHTS
-WELEN WOO CIEAR LFD MACKU UGMTS '
- WELEN WOO RD LeO (Cu WE NS LOTS
rucTTR i IVCZT i y VOUNTNS
TNOWYRDOANTENUS@@DR
present sign mayomit
"e * c ept i ri designated
stalls " an d .51 g n. h eigh t
may ■ be red y c e dtp 18”,
SOT—
CEF TANK LEVEL Vewe:
-SOSCHGEWSMB
— ECERNL se 5100 SPEWER w SEASRNEE FLAME GRLLE
C190CV
/ LATRX 144 IK

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

SS BABY NOON HUB CNPS
Mi SU3P.CSK
155 VO-NTLD ITO NTLMMLDATL sr
00 MIHM7! AS OKRA 5Y5TTJU---

PIPASSDIY DM
CAEMAuLen 141
r v v QMMNSX124AIP
12 MK
. ADD
2-312020
5115
29142000
22-3000
e-irawx
13 29 2000
(42
co-prono
eaan

CARLSBAD FIRE DEPARTMENT

CARLSBAD, CALIFORNIA
155na "Mow[
IHWCCHocks
All sign and lettering dimensions shown are “Arial Narrow” font used is usedin sample above though other legible sans-serif fonts.may be acce pta b l e. ‘35S±1
MPPRDX
GeLHedHT
—11300CA3TOMIE--------
17500 TRACTOR WHEELBASE
JOE aww
GRNNDLADOER ST0RASE
CUC &FETY t’7X* 35 2 SECTION IADOER PI
-DUO-SNFLTYSQAN 2-STCTdNLADrR
- CUO-SA tTY MM '0 FOLDWS LADER
CUO SAFETY MIS te RCXOE LDOER
- CUO-WNFETY # 7 M * ROOF LDOER
-SIAPcrPQLITuIS
T o be us edonilyat vehicle eh trypoin is
to areas that contain “fire Lane-No Parking” signs or red curbs (4VBWCW152SFL TLLERMRR
45 R Mame me [08 COLCR REC w CEtCBLASRLUFTINO tevice-
(2 WELEN PIONEER PLUS IFCHI I2LEOSPOTIRLOCOLS— A
2——a]umuss --
Signs shall, be. securely mounted facing the direction of travel and clearly visible to oncoming traffic entering the designated area. Signs shall be made of durable material and installed per Attachments 13 and 14.
--I • 25a5-
TrBONAWN ETOR NETELNCE D CONTGNATICN; MNR OETALS MK NOT SE SHION OMECCNS SHCWNAFENPPROROMIEANDSJ8JECTTOCANE THE &/LE8 ORER AND APPROVEC SALES ORDER CWWOESWLL WAX WHERE DSCREPANCES ES5
J0T4wPCCNETSTEP
WEa STORADE m sow «
rr SRA dWPSSMWIR 50 (w--- s
ID Leo LA iK^r - CEMTER nwnc
ADVSOR
WHELEN EPCPSM8 INSAFATE UG-T (i j
8090 BTSKT% REAR VEW CAE P—

SSIM RSRSEAI
WHELEN MACRO ECOE MALE.25—
8EDUECILWVN3UGHTS \
BU3-E08SFUSLFLLCORSDENCHSE
OL rax
"I-FD.R 00 woreN MAG wrIi DI0OC51 full S HOIDERS Buz IF FLtvero AND SPtD LOOSE SY mt APPAWLS MANUT ACT uut
?— TWO @ RPPEILNG ms pu LOOM]

WIFE SAW MOATED AERM RSGMPUUE
GRONER $1510 CHRCE AR HDFNS 1
1 sr PSECOINIECTEO DSCHARSE -I
—RAt ANOLL DOIFTS [&1S* x 9A3h 1w
HNDEDDOORS(m 0-AaBUATCHI@LNCQ
—usswuL RO12050u LBB SECEPTACLES q
CABCMPT WI dxStw/(] SELVES.

ROLL U DOOR L LN-X (nc DOOR CFTNNS)
8005
on
DCL_____
iSSace
soxs
* 1" red lettering on
white reflective
background
Additiona verbiage,
shall be 1* bold,
condensed red lettering
on. wh ite reflective
packground: Where:
parking stalls are not

WWVTOMNNAE
—OKn com wn
17 MN
AOA
—1—

TECNQ IPC LED TVER CRMNG LXHTS-
0 IAMWAY foei' ’ll oq cor V rs w ' s cr 13 corns
HLEEELL 1201 (20/ TMST LOCK FEMALE PLLU3,MOLLERASSM
CH REEL CABLE 3T0F8 A MRON BR/33 AWCTIN BCAESGLSTDWERSKGNATURFOFAPPRD PIW
FRONT IMM E THOUGH 111 HTw ■ 21151 x TTtr
•T1XO 1ST HOSE
—88 FENDERETTE8 (FRONT I REAR)
ALCOA Pous-ED ALUMuM WHEELS
Specifications for th e
rest of the sigh shall
match those of
stand ard fire lane ho
parking signs:

STEREO NTEWN
[z TWOWAYANTESNA
Specifications for
Fire Lane Entrance Signs

DCITY OF CARLSBAD FIRE DEPARTMENT
■ CARLSBAD, CALIFORNIA
ZWMA r C PMAH APTER HANJER
1 FOR SAW ELADE STORAGE
08 BEYOND THIS POINT

EXCEPT IN

DESIGNATED STALLS

PAULWRIIT
I Desnn
CARLSBAD POLICE (Phone #)
TOWING COMPANY NAME & PHONE L ' CVC 22658(a) CVC 22500.1 " FRNTAXLE vsRAR AXSRS 71M i AX/D:FWONTTHES. wr
FECEER nUBE KA PATB EYES-
80 GALLON STEB FUBLTNNK W S8 STR/P3
Mounting Specifications for
Fire Lane Entrance and No Parking Signs
R-AR TR5 Mi 12R2251 MM2 INFEE
FOaM: FOAMNO 2002

A TP AC CONE NER OVER
—WL EN tres RC LEO TT unq MR w oi
FNAIEO,MMAix1) 5ut?
“TAP MFI

SG QATE
08-26-2020
jiv.BY
OWL
DWL
2 WHELEN CU (ROGER SPOT UHT3
XO-SAFETY muOR to ROE LAPCR
‘ City of
Carlsbad
12° MN
A0O
__t
AO.BCSTRNSENIM
120 0208 vzcen w PLUG I COM-
THoREun POWEREC)
wan oo 19 12re0r AnOc-ARGE
1220 DATTERY GHRSER * AILMMMOGER
----- !
i

UNSX) (ALLMMLN AMAES FORMIN TRAYS ON WOP)
eicne eizLcsure OAcear LNx—
TUY w or HOLCERS A VELCRO SP-
WHELEN ABOOtiOCS r RC LeO UCHT8 (4—
Rlew tes

VIOLATING VEHICLES

WILL BE G TED OR TOWED AT

OWNER'S EXPENSE

J IX SCRPT ON
. PRE CON
I $001
I ________
ow
38 rum
FTLLERSDEVENT5
—USN wspows
I FTLERsOCf PANTED 8 COLON
eleWYEMXs mmteswltsiozsiizys hu MTeACtu

FRONTLOHTS
. WHELEN WOO RED LEO WAFNNS USHTS
- WHELEN POO ANBERLEO ASOWSCN
LEO EMiTct A NKEZT15 MOUNTIS
-WELEN PIONEER FL us FCHB LED
. / FLCXOISPOTLS,
Th is sig ri: sha 11 beposte d at al | ye hicle e ntrance 5 to areas m arke d with' e ither re d curbs: or fi r e l a h e " N p..

Parking” signs: Signs shall be securely mounted facing: the direction of travel and clearly visible to oncoming traffic entering th e d esighatedarea. Signs shal l be made of durable material and installed per Attachments 13 and 14.

HSS: UC FFOWATDN
- 1WC» 25 HOSE
ax ct 400 HOSE
axa 250 EUSE
aw ct 25 EOSE
• 1WCF 1JSHDBE(UPES* 150 OF 175
HOSE r.owek
- THREE HAn.. PaRTTCNS
- ONE (!| CENTER PATTON
- ATP HCSE BED OVERS WBACKVMYL EMO FLAPS

IPEUMETERUUHTS
-ss FENtenETTES(ROMT,REAR mneq
-AIPVLDGR(LNTNE CA)
—EXT.NEARWALLITLLLATM
I PWRRSCN WEDER avs
I \ EW/HYDRALUC GCMLRATOR
I wHT
r tad
"...
/SWexe *86*98020 LEO WG ee onecrow LIGHTS
5 6.

T
0 JU 11
% te
TALAL D DAUWJ25
hVg ■ -
FWD SSWM WOLDNSS. IP/ 13 FAST 177 STRUT
ONTOMLe W 55s

STEREO ANTSW
f—#WWIUEDI]UGITNR
ca N —
10/10/25
546-1A
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE CIP 4609
382
386
NB VETERANS MEMORIAL PARK R15 UD EV
&
I
1 5
% #2 J AL X PH CN 172°E
/

N( SITE
584-XXX/
1 8 1-25NTS

I DXXXX
3CANNON RD /
O EX. H116901
NTS7 3316 1-310 #2 J AL X PH CN 362‘E -SDGE. oy Current Date: 9/04/25EX. 2/0 J AL X PH N 1180 San Dnge Cas & Becthg G
42 J AL X PH CN 634‘E
VO 2687070
EX.H116898—Vue
3316 1-3
EX. 2/0 J AL X PH CN 1182’ i
2 AyEX. 42 J AL X PH CN 30‘E G-re
VICINITY MAP —07
APB IANT APPReYSigned by Curtis Jackson6NO SCALE CARLSBAD TB1127-A1 on 09-10-2025 12 05.14 PDT » EX. 2/0 J AL X PH CN 85 UTILITY AFERCVAL DATE
lineNOTES one
J
Roochiculrg ofyour uoytle Cowin wil w Sbject I he desion’s 03ik* edw.

WHITMAN
-----
Sand
■i% C;
wWsSnrSTANDARD CONDUIT BENDS TO BE USED —
।c
• ■
CtlNDUM BENDS (EXCEFI CP) CP EENIS »
IL
IBS
K
2 d>
//
e -I-—s
$
st " s
V
$ .1fy %
CUSTOMER'S RESPONSIBILITY T LI PROVIDE TRENCH AND ।n is I see "DetailA"sheet 2
I

CONDUIT TO THE ENERGIZED SOURCE EMPTY CONDUIT S
T 1 riARE INSTALLED FOR THE FUTURE USE OF THE UTILITY.

Carlsbad City CouncilOctober 21, 2025

Carlsbad City Council
October 21, 2025