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 17 of 21)

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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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.03
MATCHLINE, SEE SHEET L-1.02

CONSTRUCTION PLAN
L-1.01
386
138
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:

C ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I
6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 2 / PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 4 3
5 SHEET: L-2.014
DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 UJI-41TM AN U
SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T
RETAINING WALL SHEET:L-2.05 DETAIL:8 6
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11 DETAIL: 1 SHEET:L-2.02
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25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.0329 /O 30
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BUILDING OFFICIAL DATE
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(4 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O' 10 1 201 401

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TWO WORKING PAYS

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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.03
MATCHLINE, SEE SHEET L-1.01
MATCHLINE, SEE SHEET L-1.04
MATCHLINE, SEE SHEET L-1.06

CONSTRUCTION PLAN
L-1.02
386
139
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 31 29
DETAIL REFERENCE/COMMENTS:X
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NOTE: ALL PROJECT SIGNAGE
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RJMCarlsbad REQUIRE A SEPARATE PERMIT (4 21/30/2021
811UNDER THE CITY OF CARLSBAD
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONSIGNAGE REVIEW PROCESS. ENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 20‘ 401

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X
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X
X
X
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X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.01
MATCHLINE, SEE SHEET L-1.05
MATCHLINE, SEE SHEET L-1.02

CONSTRUCTION PLAN
L-1.03
386
140
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:

KEY NAP: 1/32 "= I1
,L-101--1/ ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I WAY
L-103
WHTHA
— 6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 2L-108 1 _ -1.02, L-I.ll PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 43 -L-04—0 1 1
5 SHEET: L-2.014
2/
De ol

3.9 DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL:X 6TL- ) TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 632 L-1.12 1s SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T 7 -3
-------- 1--------L-109 RETAINING WALL SHEET:L-2.05DETAIL:8 6I ce
■■
5 L-113 L-114 DETAIL: 1 SHEET:L-2.03318 J/TYPJ
U\ L-117 10 SHEET:L-2.03DETAIL: 6(TYP. 4
HMP BOUNDARY L-116: 11 DETAIL: 1 SHEET:L-2.02L-115 2577W 3Sfl20‘ HMP BUFFER 12 DETAIL: SHEET: L-2.023
8 L-118)) DETAIL: SHEET:L-2.026
—ms-2 ? 14 DETAIL: SHEET:L-2.04&
O- ■oO-
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025h(TTP. 38 DETAIL: SHEET:L-2.0116 2
(TYP. 19
DETAIL: 1 SHEET:L-2.04
5 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
IS ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.0333
VETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
33 39
21 ) INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131 NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
L a 4 EXERCISE AREA DETAIL: SHEET: L-2.1324 1
’ /
/ \ 25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
38 ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03423i/d
(TTP. 2
\ ' 21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.04&
(TTP. 30 MONUMENT SIGN DETAIL: 1 SHEET:L-2.0328
29 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
| CONTROL JOINT DETAIL: SHEET: L-2.0130 3
31 ) COLD JOINT DETAIL: SHEET: L-2.013
39 LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.013 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
4 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.04233 \
33 EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS33 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS
WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-2.0333 3
1 33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEETS-2.033 obo
40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
18 )(TP.) 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04 w SHADE SAILS DETAIL: SHEET:L-2.0342 3
S 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 0 BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1 2 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043 X 43 PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET:L-2.04
\
41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.053* 0 48 DETAIL: SHEET:L-2062

PER BIKE PARK DESIGNER PLANS
(TYP. 18 \10 2
Y (TTP. 30) PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2 13 l/TYPJ4 J/TYPJ DETAIL: 4 SHEET: L-2.01(TTP. 2
A
52 DETAIL: SHEET: L-2.015
1 38 8
,0%
38 SHEETSSHEETIlIIIEH ■ ■/■■■/■■■a
= \ A JESSE SANCHEZX

BUILDING OFFICIAL DATE
CALL:

RJM
(ICC7 V]
<2 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALo OParks C M REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 10 1 201 401

RIGHT-OF-WAY /

PROPERTY LINE

TWO WORKING PAYS

BEFORE YOU PIG
I
ll
L-120
I
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAVING
)
+

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
\
\
0b
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A
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4. A
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
/ /
17 CONSTRUCTION LEGEND:

CONSTRUCT-.

I
X
\
A
A . W
A X
/N
\
\
\
X
_ City of
Carlsbad
DESIGN PATE PREPARED: 9/09/2025
GROUP
\
\
\
\
\
\ A
\
A "
i
. i
creator
C al
13 ) ELECTRIC VEHICLE PARKING
— SIGNAGE/STRIPING
----- BLEACHER
a
■
51 ) MEMORIAL PEDESTRIAN CONCRETE
PAVERS

ROCK COBBLE EDGING
----- CAST-IN-PLACE CONCRETE CIRCULAR
— PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
0 l U \
L-105
LANDFILL, RECYCLING, 4 COMPOST

RECEPTACLE TRIO
49 ) BIKE PARK

UNDERGROUND SERVICE
_ ALERT
—
() M - )
--1s

HABITAT

MANAGEMENT

PRESERVE
1 I
++ ++ + + + + 4 (2+ +++ V

HIHHHWHIIH
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I
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L-106 ( )
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Jesse Sanchez 10/9/25
10/10/25
10/10/25

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VAN
VAN
VAN

10'

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VAN
VAN
VAN

3'L x 1-2'W3-4'L x 3-4'W
#1#2
18070

BOULDER SCHEDULE
SIZE
QTY
SYM

BOULDERS SHALL BE 'SOUTH FACE', AVAILABLE

FROM DECORATIVE STONE SOLUTIONS, OR
APPROVED EQUAL. CONTACT: RANDY JURGENSEN
800-699-1878. SEE DETAIL 3, SHEET L-2.02
2'L x 2'W
206
#3
*CITY LANDSCAPE ARCHITECT TO LAYOUT/MARK
ALL BOULDERS IN THE FIELD.

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VAN
VAN
VAN

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

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XX
XX
XXXX
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X X
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X X X X X
X X X
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X X X X
X
X
X
X
X
X
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VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.06
MATCHLINE, SEE SHEET L-1.07
MATCHLINE, SEE SHEET L-1.02
MATCHLINE, SEE SHEET L-1.03
MATCHLINE, SEE SHEET L-1.05
MATCHLINE, SEE SHEET L-1.05

CONSTRUCTION PLAN
L-1.04
MATCHLINE, SEE SHEET L-1.02
386
141
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:i
NTX '1 S
I
KEY MAP: 1/32"= 11
L-101\ ACCESSIBLE PARKING SIGNAGE DETAIL: 1 SHEET: L-2.19I ■
V WV
M L-103N 5 ' s
L
6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2,012 2L-108s X X? 1L-102.© L-I.llI PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01DETAIL: 43L-105 Y
■■
-89 5 SHEET: L-2,014L-104
1 '■ IkO,
O X DECORATIYE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6IX_ 15 TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.01& &(TTP.)5 L-1.123
/ 1X SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T47 L-1.101 Q (TP.)T 3o L-109)
— - T —
RETAINING WALL SHEET:L-2.05 DETAIL:8 6o A
V. *
— 143 (TTP.)5
--■'3 !
L-1.14 DETAIL: 1 SHEET:L-2.033D.2
(7 |H L-i.n(TYP.)2 10 SHEET:L-2,03DETAIL: 6
——BASIN /‘D‘ (TYP. 30
..

I
II DETAIL: 1 SHEET:L-2.02L-115. -
\
G-9(TTP. II 29
29 - 12 DETAIL: SHEET: L-2.023
(TTP. 12 L-118) DETAIL: SHEET:L-2.026
(TTP. 5 14 DETAIL: SHEET:L-2.04&
\ L-1204
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025Li i V ) DETAIL: SHEET:L-2.0116 2
Me li DETAIL: 1 SHEET:L-2.04/
21 33 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5A
UY
19 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.03330
1 YETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
32 21 INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.ll - L-2,131 39 NATURE PLAY AREA DETAIL: 1 SHEET: L-2.14O 22
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151\ <0 EXERCISE AREA DETAIL: SHEET: L-2.16© 24 12 l/TYPJ
25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
IO 2 )(TYP.)
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.04&
I
4 MONUMENT SIGN DETAIL: 1 SHEET:L-206284
XI
<]
/
/ 30 TYP©39 —
29 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
(TTP. I l30
2 kTYPJ CONTROL JOINT DETAIL: SHEET: L-2.0130 3s
I II /// !V/
- 31 ) COLD JOINT DETAIL: SHEET: L-2.013!
■
29 l/TYPJ LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-2063221 D 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018// $
4 (TTP. 13 4
J 4
A
CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
(TYP. 1 35 ) BIKE PARK BIKE RACK DETAIL: SHEET©-2.04(TTP. 212 /) 21 EY CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36(TTP. 124 (TTP. 11
/C 31 ) EY CHARGING STATION PER ELECTRICAL ENGINEER PLANS ! (TYP./( 4(TTP. 29
7A/ WALKWAY LIGHT POLE ON PIER DETAIL: SHEET©-2.0838 3/ /g 1 D 2 10 10/y 33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET©-2.0fe34/ V26 IfTYPJI \ 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-206338 (TTP. 2 / 48 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET©-2.04 1/ 0
1 / SHADE SAILS DETAIL: SHEET:L-2.0342 32 IfTYPJ4
/(TYP. 12A
43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET©-2.0166 W33
(TTP. BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET©-2.0844 13- 21 If TYP J 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET©-2.043' i 33—
4 PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET©-2.0446
009
4 ■ \
— f TYP J (30 A
“W / 41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET©-2.056114Ca %4 48 DETAIL: SHEET:L-2062N -7 y
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9 PER BIKE PARK DESIGNER PLANSr
/ PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2on DETAIL: 4 SHEET: L-2.01
52 DETAIL: SHEET: L-2.015N
l-
SHEETSSHEET( y2
U
/(
+1 A/AN JESSE SANCHEZX_ 7/ — /)7

BUILDING OFFICIAL DATE
O CALL;
RJM
((IC7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL partment REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 10 1 20‘ 401

TWO WORKING PAYS

BEFORE YOU PIG
I III
19 5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAYING
4 PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
v4
' I

4. A
r
6 Y y CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CONSTRUCTION LEGEND:

CONSTRUCT-.
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4. I
I
I
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V
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DESIGN PATE PREPARED: 9/09/2025
GROUP
70 ox
//
/
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(TYP
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— SIGNAGE/STRIPING
----- BLEACHER
4 lb
tion 1
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PAYERS

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""an.
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10/10/25
10/10/25
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X

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VEHICLE

PARKING
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ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

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VEHICLE

PARKING
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ELECTRIC

VEHICLEPARKING
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X
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X X X X
X
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VAN
VAN
VAN
VAN
VAN
VAN
X
X
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X
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X
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X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.03
MATCHLINE, SEE SHEET L-1.04
MATCHLINE, SEE SHEET L-1.04
MATCHLINE, SEE SHEET L-1.08

MATCHLINE,
SEE SHEET L-1.07

CONSTRUCTION PLAN
L-1.05
386
142
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:N
V \
ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I
\
\ 6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 2 4 PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 4 3
5 SHEET: L-2.014
DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 s SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T/ RETAINING WALL SHEET:L-2.05 DETAIL:8 6/
6 DETAIL: 1 SHEET:L-2.033
10 SHEET:L-2.03DETAIL: 6
XX1
11 DETAIL: 1 SHEET:L-2.02
"""""""""""""1 (TYP. 18)—< ;
12 DETAIL: SHEET: L-2.023" ■ ■"""""" ■ KM """"""""--"M ■ ■I ■ I DETAIL: SHEET:L-2.026HMP BOUNDARYX
(TTP. 30
20‘ HMP BUFFER 14 DETAIL: SHEET:L-2.046
HABITAT19 )TYP) V
IS ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 ।MANAGEMENT8 )(TTP.39
V PRESERVE DETAIL: SHEET:L-2.0116 2
41 )(TYP.)4 )<TYPJ DETAIL: 1 SHEET:L-2.047
X
10 2 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 52 J/TYPJ IS ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038
VETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
21 ) INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131 38/
NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
P
Y 18 )(TYP.)
Y
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151—
2 (9)X EXERCISE AREA DETAIL: SHEET: L-2.1624 1(
mpA 2o. 25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03/ (TTP. 4TO5 /
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
■
(TYP. 8
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.04&y
(Y
8AXX 8 IfTYPJ MONUMENT SIGN DETAIL: 1 SHEET:L-20628— —
38 29 ) EXPANSION JOINT DETAIL: SHEET: L-2.0138 3
41 l/TYPJ ■o O-
o
4 IfTYP, CONTROL JOINT DETAIL: SHEET: L-2.0130 3/ 154 l/TYPJ 31 ) COLD JOINT DETAIL: SHEET: L-2.013TP.)13
(TYP. 5( 38 LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632U( 25 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.01825 / CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 20 2639
RR 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042
( ( 48CM (TTP. 6 EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 ]
31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS26 3 ‘E)) ) WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3A ■
48 6 J/TYPJ 3S ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063 CKEY MAP: 1/32"= l' W/10 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-20634 JfTYPJ( 3y ।
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I 4I ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04C) ) 39L-102 CL-I.ll 14 L-I.05 / -r SHADE SAILS DETAIL: SHEET:L-2.0342 3
S
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L-104e 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01CC VT 1 BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1E) s
SL-101 1I
i 4 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043L-112 *
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L-110 I 46 PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET:L-2.04 ------ I------- /L-109 ) C°I 41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056 ■ ( ■' :
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48 DETAIL: SHEET:L-2062
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1 200 52 DETAIL: SHEET: L-2.015
/
-
a A- SHEETSSHEETL-1.20
(D JESSE SANCHEZ7 o

BUILDING OFFICIAL DATE
CALL:

RJM
(4 21/30/2021
8119/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 10 1 201 401

TWO WORKING PAYS

BEFORE YOU PIG
4 wi
X
A
d
/ /
I
I
/ / /
/
/
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

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PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH
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RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
/ /
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4. A
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X _
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
1 .

I
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CONSTRUCTION LEGEND:

CONSTRUCT-.
3 (TYPfTYP..

I
|
DESIGN PATE PREPARED: 9/09/2025
GROUP
V
/ / /
9 13 ) ELECTRIC VEHICLE PARKING
— SIGNAGE/STRIPING
----- BLEACHER
51 ) MEMORIAL PEDESTRIAN CONCRETE
PAVERS

ROCK COBBLE EDGING
----- CAST-IN-PLACE CONCRETE CIRCULAR
— PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
L-103
%
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RECEPTACLE TRIO
49 ) BIKE PARK
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UNDERGROUND SERVICE
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_ City of
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10/10/25
10/10/25
3'L x 1-2'W3-4'L x 3-4'W
#1#2
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BOULDER SCHEDULE
SIZE
QTY
SYM

BOULDERS SHALL BE 'SOUTH FACE', AVAILABLE

X
X
X
XX
X
X
X
X
X
X
X
X
X
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X X
X
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ELECTRIC

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ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
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ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
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ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
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VEHICLE

PARKING
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ELECTRIC

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PARKING
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
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IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.09
MATCHLINE, SEE SHEET L-1.02
MATCHLINE, SEE SHEET L-1.07
MATCHLINE, SEE SHEET L-1.04

MATCHLINE,
SEE SHEET L-1.04

CONSTRUCTION PLAN
L-1.06
386
143
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:| /
t40 7 / ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I 4 X/
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)o 9
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DETAIL: 1 SHEET:L-2.04
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23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
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3847 )(TYP.) 38 25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03 ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.0342638
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.043O/ 38o MONUMENT SIGN DETAIL: 1 SHEET:L-20628\ \ 2S ) EXPANSION JOINT DETAIL: SHEET: L-2.013
+ +/& CONTROL JOINT DETAIL: SHEET: L-2.0130 30
NOTE: ALL PROJECT '4
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31 ) COLD JOINT DETAIL: SHEET: L-2.013
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SIGNAGE REVIEW
X 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS26 b 2 A (TTP. 6
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39 /T
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40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-20633
(G. L-108 38 +1+1(TYP. I 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.046E 1L-102. L-I.ll 3P-2 .05 SHADE SAILS DETAIL: SHEET:L-2.0342 313 IfTYPJ *1
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L-1.048 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.017 38 4 IfTYPJ
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38 SHEETSSHEETL-1.20
..................................................................... .... ■ ■■■■■I•••• JESSE SANCHEZI

BUILDING OFFICIAL DATE
—
_ City of 0 CALL:

RJMCarlsbad
(4 21/30/2021
8119/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O' 10 1 201 401

TWO WORKING PAYS

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4. A
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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\
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CONSTRUCT:
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=
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Jesse Sanchez 10/9/25
10/10/25
10/10/25
3'L x 1-2'W3-4'L x 3-4'W
#1#2
18070

BOULDER SCHEDULE
SIZE
QTY
SYM

BOULDERS SHALL BE 'SOUTH FACE', AVAILABLE

X
X
X
XX
X
X
X
X
X
X
X
X
X
X
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X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.10 MATCHLINE, SEE SHEET L-1.09 MATCHLINE, SEE SHEET L-1.06
MATCHLINE, SEE SHEET L-1.10

MATCHLINE,

SEE SHEET
L-1.04
MATCHLINE, SEE SHEET L-1.08

MATCHLINE,
SEE SHEET L-1.05

CONSTRUCTION PLAN
L-1.07
386
144
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:31 YV 4/ KEY MAP: 1/32"= 11 3 L-101 ACCESSIBLE PARKING SIGNAGE DETAIL: 1 SHEET: L-2.19I % — 5
sanHHnug
6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2,012 2L-108V SL-102. L-I.ll PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01DETAIL: 43L-105 1) (6
4 )
5 SHEET: L-2,014L-104
4 30 )(TYP.)
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L-1.13 L-1.14 DETAIL: 1 SHEET:L-2.033
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22 DETAIL: SHEET:L-2.0116 2
(TTP. 30
DETAIL: 1 SHEET:L-2,04
48 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
19 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038(TTP. 12 + On
YETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20C—-
/
(TTP. 39 38 38
21 INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2,13\ 1 A
4 30 JfTYPJ 12 J/TYPJ(TTP. 4
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(TTP. 12 33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2063 1038/
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40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063(TTP. 438 t :•// (TTP. 3 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04 - 4 JfTYPJ 1+1+1/ / SHADE SAILS DETAIL: SHEET:L-2.0342 34 l/TYPJ 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01+/38 ) / BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1// / 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043 / PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET:L-2.0446
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PER BIKE PARK DESIGNER PLANS
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PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2/
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SHEETSSHEET
/
I / I JESSE SANCHEZI/ / /| 0)

BUILDING OFFICIAL DATE
O CALL:

RJM
((IC7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O‘ 101 20‘ 401

TWO WORKING PAYS

BEFORE YOU PIG
I
■
।
I
/ 1
00 o
|
11 1.

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I
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STEPS

CITY STANDARD PARK BENCH
/ '
l\l

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
I
I
u
/
7 I

4. A
/
/
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
0 CONSTRUCTION LEGEND:

CONSTRUCT-.
7/ /
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I
In
i
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I
I
I
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/
7 DESIGN PATE PREPARED: 9/09/2025
GROUP
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/
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— SIGNAGE/STRIPING
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10/10/25
10/10/25
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X
X
X
X
X

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XX
XX
XXXX
XX
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
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

MATCHLINE,
SEE SHEET L-1.05
MATCHLINE, SEE SHEET L-1.05
MATCHLINE, SEE SHEET L-1.11
MATCHLINE, SEE SHEET L-1.07

MATCHLINE,
SEE SHEET L-1.10

CONSTRUCTION PLAN
L-1.08
386
145
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:

ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I
6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 2/

HMP BOUNDARY
PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 4320' HMP BUFFER / 5 SHEET: L-2.014
■ I l ■ ■ I
DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 TREE UELL UJITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T
RETAINING WALL SHEET:L-2.05 DETAIL:8 6Q
DETAIL: 1 SHEET:L-2.033O- -o-O O-
10 SHEET:L-2.03DETAIL: 6
11 DETAIL: 1 SHEET:L-2.02
39 12 DETAIL: SHEET: L-2.023
Hs
DETAIL: SHEET:L-2.026
14 DETAIL: SHEET:L-2.046
©
IS ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 (TTP. 18394 l/TYPJ DETAIL: SHEET:L-2.0116 2
(TTP. 19IS l/TYPJ DETAIL: 1 SHEET:L-2.04
3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5(TTP. 4
IS ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038
VETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
21 ) INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131 NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
EXERCISE AREA DETAIL: SHEET: L-2.1624 1
25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.048
\
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
2S ) EXPANSION JOINT DETAIL: SHEET: L-2.013
CONTROL JOINT DETAIL: SHEET: L-2.0130 3
31 ) COLD JOINT DETAIL: SHEET: L-2.013
+.4
LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 \
33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
3S 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042
EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS
3S WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
T
3S ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063
KETMAP:1/32"=I‘ 10 2
40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063L-103
L
4 )(TTP.)L-108 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04 L-12 L-I.llL-105 SHADE SAILS DETAIL: SHEET:L-2.0342
••
3 4/ (: 6)L-1.041 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 vaN G
T BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1L-101 1 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043L-112 1 L-110 46 PLAZA ADA PICNIC TABLE DETAIL: T SHEET:L-2.04 -E ------ 1------L-109
1+14 41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056 L-1.14
48 DETAIL: SHEET:L-2062
e
L-i.n

PER BIKE PARK DESIGNER PLANS
L-115 PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2 •.............................................. .....

Blvld ■: H i DETAIL: 4 SHEET: L-2.01. L-119
9L-18)) s
o 52 DETAIL: SHEET: L-2.01/ 5
.7-
SHEETSSHEETL-1.20

JESSE SANCHEZ

BUILDING OFFICIAL DATE
CALL:

RJM
(ICC7 V]4 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401
P

TWO WORKING PAYS

BEFORE YOU PIG
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAVING

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS

4. A

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
A
i
CONSTRUCTION LEGEND:

CONSTRUCT-.
s
GkL-ue
\ i-
DESIGN PATE PREPARED: 9/09/2025
GROUP
13 ) ELECTRIC VEHICLE PARKING
— SIGNAGE/STRIPING
----- BLEACHER
51 ) MEMORIAL PEDESTRIAN CONCRETE
PAVERS

ROCK COBBLE EDGING
----- CAST-IN-PLACE CONCRETE CIRCULAR
— PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
LANDFILL, RECYCLING, 4 COMPOST

RECEPTACLE TRIO
49 ) BIKE PARK
. ■
1 g

UNDERGROUND SERVICE
_ ALERT

HABITAT

MANAGEMENT

PRESERVE
• City of
Carlsbad
Parks & Recreation Department
1 L-106 w
IN
I
-)
4 ■ i /' ■
L-113
=
L-IJ
Jesse Sanchez 10/9/25
10/10/25
10/10/25
10'
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

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XX
XX
XXXX
XX
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
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.06MATCHLINE, SEE SHEET L-1.07
MATCHLINE, SEE SHEET L-1.10MATCHLINE, SEE SHEET L-1.13

CONSTRUCTION PLAN
L-1.09
386
146
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:
""""""
LNNNNN ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I 6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 24 )(TYP.) (TYP. 4 ) PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 43
IS IfTYPJ 38 38
5 SHEET: L-2.014
< / 10 2 DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6/ 4/ SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T/ 10 2
RETAINING WALL SHEET:L-2.05 DETAIL:8 6/
/
39 jrTYPj DETAIL: 1 SHEET:L-2.033( FJ 47 / /
38 10 SHEET:L-2.03DETAIL: 6/
(TTP. 8 //
11 DETAIL: 1 SHEET:L-2.02/ /
/\ // 12 DETAIL: SHEET: L-2.02IN 3J
/
/ DETAIL: SHEET:L-2.026/ /
O/
14 DETAIL: SHEET:L-2.046/
/
(TYP. 4 15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 \ DETAIL: SHEET:L-2.0116 239
DETAIL: 1 SHEET:L-2.04
8 )(TTP.)
3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
4 )<TYPJ IS ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.03838 VETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n203S
21 ) INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131 NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422T- Y /
T
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
EXERCISE AREA DETAIL: SHEET: L-2.1624 1
25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03O
3S
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.048
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
2S ) EXPANSION JOINT DETAIL: SHEET: L-2.013
CONTROL JOINT DETAIL: SHEET: L-2.0130 3
V
3S
31 ) COLD JOINT DETAIL: SHEET: L-2.013
LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
I
O
35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042
EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 3S 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
T
3S ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063/TYP.. 4KEY MAP: 1/32 "= 1' 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
8 L-108rs V 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04sL-102. L-I.IIL-105 SHADE SAILS DETAIL: SHEET:L-2.0342 3 _ 1L-104:. 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 / BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1SL-101L-106Ki i 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043U L-1121 L-110 46 PLAZA ADA PICNIC TABLE DETAIL: T SHEET:L-2.04
------ 1------L-109
41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056
L-1.14
48 DETAIL: SHEET:L-2062
L-i.n
i. PER BIKE PARK DESIGNER PLANS
PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2
DETAIL: 4 SHEET: L-2.01
L-118)
6— t
) / 52 DETAIL: SHEET: L-2.015
N
SHEETSSHEETL-1.20

JESSE SANCHEZ

BUILDING OFFICIAL DATE
CALL:

RJM
(ICC7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALy aru REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O‘ 101 201 401

TWO WORKING PAYS

BEFORE YOU PIG
\. \
/ /
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAVING

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
/ /
RIGH
PRO
4 A
/ /
/ /
/ /
(

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
e
L-1.13
CONSTRUCTION LEGEND:

CONSTRUCT-.

I
|
DESIGN PATE PREPARED: 9/09/2025
GROUP
-19
13 ) ELECTRIC VEHICLE PARKING
— SIGNAGE/STRIPING
----- BLEACHER
51 ) MEMORIAL PEDESTRIAN CONCRETE
PAVERS

ROCK COBBLE EDGING

CAST-IN-PLACE CONCRETE CIRCULAR

PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
/2
-
L-1.01
LANDFILL, RECYCLING, 4 COMPOST

RECEPTACLE TRIO
49 ) BIKE PARK
1 UNDERGROUND SERVICE
_ ALERT
I
\ -
‘ City of
Carlsbad
_ ng _ 4UL- 16)—-5.................. X ■
GX
O. H
B /
L-103.
/ / /
"""""""""""""""""I
Jesse Sanchez 10/9/25
10/10/25
10/10/25
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX

XXXXXXXXXXXXXXX

X X X X X X X

XXXXXXXXXXX
X X X
X
X
X
X
X
X
X
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

XXXXXXXXXXXXXXX
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

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XX
XX
XXXX
XX
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
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.13
MATCHLINE, SEE SHEET L-1.07
MATCHLINE, SEE SHEET L-1.07
MATCHLINE, SEE SHEET L-1.11
MATCHLINE, SEE SHEET L-1.08
MATCHLINE, SEE SHEET L-1.12

CONSTRUCTION PLAN
L-1.10
386
147
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS://
KEY MAP: 1/32". I1L-101
) ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I
Vs s
■■■■■■■ / 6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 2L-108s L-102 32L-111 PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 43L-1O5 02 L 5 SHEET: L-2.01433
V ( G DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 638 2L-106 S
TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 ( L-112
0 U 39 SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T , L-109
I
"=U? 4 )(TYP.) RETAINING WALL SHEET:L-2.05DETAIL:8 6
I
L-114 / DETAIL: 1 SHEET:L-2.033HMP BOUNDARY(TYP. 18
— 1 L-i.n 10 SHEET:L-2.03DETAIL: 620‘ HMP BUFFERTsar yys L-116/ | y WSS G 11 DETAIL: 1 SHEET:L-2.02(G
12 DETAIL: SHEET: L-2.023
(
DETAIL: SHEET:L-2.026
—
14 DETAIL: SHEET:L-2.04(b
))L-120 5 ( 15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.0251V / DETAIL: SHEET:L-2.0116 2
DETAIL: 1 SHEET:L-2.04
3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
IS ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038

CULTURAL ARTS
VETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
21 ) INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131 38 39 NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
/ EXERCISE AREA DETAIL: SHEET: L-2.1624 1
25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.048
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
29 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
CONTROL JOINT DETAIL: SHEET: L-2.0130 3
31 ) COLD JOINT DETAIL: SHEET: L-2.013
LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632-I 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042
39 EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS
WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
38 33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04
38 (TTP. 8 SHADE SAILS DETAIL: SHEET:L-2.0342 3
18 )<TYPJ
43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01(TTP. 4 \4 )<TYPJ BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1 38 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043 46 PLAZA ADA PICNIC TABLE DETAIL: T SHEET:L-2.04
2 41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2056HMP BOUNDARY (TTP. 18I 1 I 48 DETAIL: SHEET:L-206220' HMP BUFFER(TTP. 4 2 10

PER BIKE PARK DESIGNER PLANS
(TTP.33 4
PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2
....................................... ..............
10 (TTP. 18 DETAIL: 4 SHEET: L-2.01
52 DETAIL: SHEET: L-2.015
IWII
- -1
[■■■I HMIIMTII■■■■■■■■■■■■■■■■■■■■■■■■ HHHHIII HDIHI ■ SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
CALL:

RJM
(ICC7 V]4 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O‘ 101 201 401

TWO WORKING PAYS

BEFORE YOU PIG
I
I
I I
<
I
I
I
I
1 I
■
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAVING

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS

4. A
—V o
/
/
I 4/
/
IT
IIIII
/
/
/
1II
P 1
1 i

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
L-1.10
on
CONSTRUCTION LEGEND:

CONSTRUCT-.
| L-1.04
DESIGN PATE PREPARED: 9/09/2025
GROUP
13 ) ELECTRIC VEHICLE PARKING
— SIGNAGE/STRIPING
----- BLEACHER
_ 6 .—fes. A

SI ) MEMORIAL PEDESTRIAN CONCRETE
PAVERS

ROCK COBBLE EDGING
----- CAST-IN-PLACE CONCRETE CIRCULAR
— PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
/
I
LANDFILL, RECYCLING, 4 COMPOST

RECEPTACLE TRIO
43 ) BIKE PARK

UNDERGROUND SERVICE
_ ALERT
L-m- '
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10/10/25
10/10/25
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X X
X X
X
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X
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X
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XX
X
X
X
X
X
X

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
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X
X
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X X X X X
X X X
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X X X X
X
X
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X X
VAN
VAN
VAN
VAN
VAN
VAN
VAN
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X
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X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.12 MATCHLINE, SEE SHEET L-1.10 MATCHLINE, SEE SHEET L-1.08

CONSTRUCTION PLAN
L-1.11
386
148
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:I
KEY MAP: 1/32"= 11L-101 ACCESSIBLE PARKING SIGNAGE DETAIL: 1 SHEET: L-2.19I3 L-103Ns s
6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2.012 2L-108s X? 1L- 102. L-I.ll- x ( PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01DETAIL: 43L-105 (6 I 5 SHEET: L-2,014L-104
DECORATIYE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 144
TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.01& (b) J / L-1.12 ■
I1
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SHEET: L-2,011 TREE WELL WITH THICKENED EDGE DETAIL: TL-110( ------ T •—L-109 RETAINING WALL SHEET:L-2.05 DETAIL:8 6 — 1
L-1.13 L-1.14 DETAIL: 1 SHEET:L-2.033
L-i.n 10 SHEET:L-2,03DETAIL: 6
——
11 DETAIL: 1 SHEET:L-2.02Q.
- Y 12 DETAIL: SHEET: L-2.023
39 GL-119
L-118) r DETAIL: SHEET:L-2.026
14 DETAIL: SHEET:L-2.046
L-120
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 DETAIL: SHEET:L-2.0116 2
O-o-
(TTP. 18 O--O- -O- -O-O -o-O O DETAIL: 1 SHEET:L-2.04
32 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 54 rCTYPJ 19 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038
B l/TYPJ
YETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
38 21 INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2,131

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NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1439 2220‘ HMP BUFFER| 23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
EXERCISE AREA DETAIL: SHEET: L-2.1624 1
3 25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.034265
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.048
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
29 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
CONTROL JOINT DETAIL: SHEET: L-2.0130 3
31 ) COLD JOINT DETAIL: SHEET: L-2.013
LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 33 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 232
35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042
m- 101
EY CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36! (TTP. 438 31 ) EY CHARGING STATION PER ELECTRICAL ENGINEER PLANS WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063
33 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04
SHADE SAILS DETAIL: SHEET:L-2.0342 3
43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043\
46 PLAZA ADA PICNIC TABLE DETAIL: T SHEET:L-2.0452
Hl OUNDARY(TTP. 18 41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2056 20' Hl BUFFER (TTP. 4
48 DETAIL: SHEET:L-2062
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====== ■■■inrii DETAIL: 4 SHEET: L-2.01
+ \ + 52 DETAIL: SHEET: L-2.015

SHEETSSHEET

JESSE SANCHEZ/

BUILDING OFFICIAL DATE
aey
g
CALL:

RJM
(ICC7 V]4 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL3R j n1 nI f f J REVISION DESCRIPTION11 ENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

TWO WORKING PAYS

BEFORE YOU PIG
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RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
+ \+
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CONSTRUCT-.
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10/10/25
10/10/25
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X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
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X
X
X
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X
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X
X
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X
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X
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XX
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X
X
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XX
X
X
X
X
X
X

ELECTRIC

VEHICLE

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ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
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ELECTRIC

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PARKING
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ELECTRIC

VEHICLEPARKING
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ELECTRIC

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ELECTRIC

VEHICLE

PARKING
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ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

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VAN
VAN
VAN
VAN
VAN
VAN
VAN
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X
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X
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X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.14
MATCHLINE, SEE SHEET L-1.11
MATCHLINE, SEE SHEET L-1.10

CONSTRUCTION PLAN
L-1.12
386
149
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:i
•u KEY MAP: 1/32"= 11L-101 |: ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I3 L-103)s
6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2.012 2L-108s18 )(TTP.) “5 \. L-102. L-111 PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01DETAIL: 43L-1O5 G2L
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L-113 ; ! L-1.14 DETAIL: 1 SHEET:L-2.033
L-i.n 10 SHEET:L-2,03DETAIL: 66
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I
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L-118: J DETAIL: SHEET:L-2.026
14 DETAIL: SHEET:L-2.04&
L-120
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 DETAIL: SHEET:L-2.0116 2
DETAIL: 1 SHEET:L-2.04
3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
13 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.03&
YETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
21 INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.il - L-2,131
NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
+/+.+
EXERCISE AREA DETAIL: SHEET: L-2.1624 1
+/*.* 25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.043
/
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
2S ) EXPANSION JOINT DETAIL: SHEET: L-2.013
CONTROL JOINT DETAIL: SHEET: L-2.0130 3
31 ) COLD JOINT DETAIL: SHEET: L-2.013
(TTP. IS LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 (TTP. 18
CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042
EY CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 1 31 ) EY CHARGING STATION PER ELECTRICAL ENGINEER PLANS !
I WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
3S ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063
40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04
SHADE SAILS DETAIL: SHEET:L-2.0342 3
HMP BOUNDARY 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0S44 1 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043
46 PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET:L-2.0452
41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056
32 \ 48 DETAIL: SHEET:L-2062HMP BOUNDARY
(TTP. 4 PER BIKE PARK DESIGNER PLANS
PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2(TTP. 18 DETAIL: 4 SHEET: L-2.01
52 DETAIL: SHEET: L-2.015

SHEETSSHEET

JESSE SANCHEZY

BUILDING OFFICIAL DATE
CALL:

RJM
(ICC7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 01 101 201 401

TWO WORKING DAYS

BEFORE YOU DIG
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STONE BOULDERS

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PARKS & RECREATION DEPARTMENT
CONSTRUCTION LEGEND:

CONSTRUCT-.

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10/10/25
10/10/25
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BOULDER SCHEDULE
SIZE
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X
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ELECTRIC

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ONLY

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VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
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ELECTRIC

VEHICLE

PARKING
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ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
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ELECTRIC

VEHICLE

PARKINGELECTRIC

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PARKING
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PARKING
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X
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VAN
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VAN
VAN
VAN
VAN
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X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.15
MATCHLINE, SEE SHEET L-1.10
MATCHLINE, SEE SHEET L-1.09
MATCHLINE, SEE SHEET L-1.14

CONSTRUCTION PLAN
L-1.13
386
150
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:

ZHHH"HHHHHHHHHHHH=u •••• •HHsAAIRm iuuuni ■■■■■■■■■■■■■■■ l ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I
6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 24 )(TYP.) PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 43
18 IfTYPJ (TTP. 8
5 SHEET: L-2.014
33 (TTP. 18 DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T
X
RETAINING WALL SHEET:L-2.05 DETAIL:8 6
/
DETAIL: 1 SHEET:L-2.033
10 SHEET:L-2.03DETAIL: 6
HMP BOUNDARY 11 DETAIL: 1 SHEET:L-2.02
8 20‘ HMP BUFFER 12 DETAIL: SHEET: L-2.023
4 )(TTP.) DETAIL: SHEET:L-2.026
14 DETAIL: SHEET:L-2.04647
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 3 DETAIL: SHEET:L-2.0116 239
5 DETAIL: 1 SHEET:L-2.04
33 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
HABITAT 13 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.03813 JrTYPJ 33 VETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20-
A
21 ) INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131| NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
EXERCISE AREA DETAIL: SHEET: L-2.1824 1
25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.048
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
(
23 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
10 2 CONTROL JOINT DETAIL: SHEET: L-2.01HMP BOUNDARY 30 333 20‘ HMP BUFFER 31 ) COLD JOINT DETAIL: SHEET: L-2.0141 )/TYPJ 3 LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 33 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 18 — 8
CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
41 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042<
41 EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS28 WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
—PJ 30 (TTP)3 33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2063 KEY MAP: 1/32"= l'
l 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-206(TTP.) 312.L-103% | L-108 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04HMP BOUNDARY 4L -102) L-I.ll 20‘ HMP BUFFER SHADE SAILS DETAIL: SHEET:L-2.0342 3
C_ L (TTP. 188,L-104. 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 a
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BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1 (_ I
SL-101 33
4 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043L-112‘ 1 A ——• _ / 1 18 l/TYPJ TeurL-110 46 PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET:L-2.04 ------ 1— 8L-109
I 41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056388 L-113 L-114 2 10 48 DETAIL: SHEET:L-2062
4 irTYPJL-i.n
PER BIKE PARK DESIGNER PLANS(TTP. 41;
41 JfTYPJ PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2< e DETAIL: 4 SHEET: L-2.01N TYP.)13
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-

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
O CALL:

RJM
(4 2/30/2021
8119/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 01 101 201 401

TWO WORKING DAYS

BEFORE YOU DIG
AY
NINE
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAVING

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CONSTRUCTION LEGEND:

CONSTRUCT-.

MANACEMENT

PRESERVE
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51 ) MEMORIAL PEDESTRIAN CONCRETE
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11 ) SECURITY FENCE AT BIKE PARK
L-120
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10/10/25
10/10/25
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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
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X
X
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X
X
X
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X
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XXXX
X
X
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X
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XXXX
XX
X
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X
X
X
X
X
X
X
X
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X
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X
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X X
X
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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
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
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X
X
X
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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
XX
X
X
X
X
X
X

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
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X X
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X
X
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XXXX
XX
X X
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X X X X X
X X X
X
X
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X X X X
X
X
X
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X
X
X
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X
X X
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
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X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.15
MATCHLINE, SEE SHEET L-1.12
MATCHLINE, SEE SHEET L-1.13
MATCHLINE, SEE SHEET L-1.16
MATCHLINE, SEE SHEET L-1.17

CONSTRUCTION PLAN
L-1.14
386
151
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:i
| KEY MAP: 1/32"= 11L-101 ACCESSIBLE PARKING SIGNAGE DETAIL: 1 SHEET: L-2.19I3 L-103.3? So s
6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2.012 252 L-108s “5 \. L-102. L-111 PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01 4 DETAIL: 43L-1O5(TTP. 4
02 L 5 SHEET: L-2,014
1(TTP. 18
DECORATIYE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6t TREE UELL UITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 L-112
J SHEET: L-2,011 TREE WELL WITH THICKENED EDGE DETAIL: T RETAINING WALL SHEET:L-2.05DETAIL:8 6
L-113) L-1.14 DETAIL: 1 SHEET:L-2.033

HMP BOUNDARY
L-i.n io SHEET:L-2,03DETAIL: 6
HMP BOUNDARY 11 DETAIL: 1 SHEET:L-2.02S)0
12 DETAIL: SHEET: L-2.02I 3
L-118), DETAIL: SHEET:L-2.026
/ 1—a
14 DETAIL: SHEET:L-2.046
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.025 DETAIL: SHEET:L-2.0116 2
DETAIL: 1 SHEET:L-2.04
3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5
19 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038
YETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n20
21 INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.il - L-2,131
NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
EXERCISE AREA DETAIL: SHEET: L-2.1624 1
25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.048
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
29 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
CONTROL JOINT DETAIL: SHEET: L-2.0130 3/
31 ) COLD JOINT DETAIL: SHEET: L-2.013/
LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 52 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2
4 JfTYPJ 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042 EY CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS3618 l/TYPJ 31 ) EY CHARGING STATION PER ELECTRICAL ENGINEER PLANS
WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3
33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063
40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04
'W SHADE SAILS DETAIL: SHEET:L-2.0342 3
oc0000co SC
COO, 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01

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BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0S44 1 20' HMP BUFFER18 J/TYPJ __ . - -- -
45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043
PLAZA ADA PICNIC TABLE DETAIL: T SHEET:L-2.0446
41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056
48 DETAIL: SHEET:L-2062
o

PER BIKE PARK DESIGNER PLANS
HEEEHE=E PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2o Jeanil DETAIL: 4 SHEET: L-2.01
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52 DETAIL: SHEET: L-2.015
Q

SHEETSSHEET
CAW 7 JESSE SANCHEZ(n C—Iil 77

BUILDING OFFICIAL DATE
CALL:

RJM
((IC7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALO t—Ar REVISION DESCRIPTION11 ENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

TWO WORKING PAYS

BEFORE YOU PIG
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAYING

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
C (Dw
4 A

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CONSTRUCTION LEGEND:

CONSTRUCT-.

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L-119
I _
1 DESIGN PATE PREPARED: 9/09/2025
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partment
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— SIGNAGE/STRIPING
----- BLEACHER
----- CAST-IN-PLACE CONCRETE CIRCULAR
— PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
51 ) MEMORIAL PEDESTRIAN CONCRETE
PAYERS

ROCK COBBLE EDGING
Z
LANDFILL, RECYCLING, 4 COMPOST

RECEPTACLE TRIO
49 ) BIKE PARK

UNDERGROUND SERVICE
_ ALERT
_ City of
Carlsbad

HABITAT

MANAGEMENT

PRESERYE

HABITAT

MANAGEMENT

PRESERVE
-19 -
*
L-120

HABITAT

MANAGEMENT

PRESERVE
L
Jesse Sanchez 10/9/25
10/10/25
10/10/25
X
X
X
X
X
VAN

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKING
ONLY
VAN

ELECTRIC

VEHICLE

PARKING
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
VAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKING
ONLY
VAN

ELECTRIC

VEHICLE

PARKING
3'L x 1-2'W3-4'L x 3-4'W
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BOULDER SCHEDULE
SIZE
QTY
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BOULDERS SHALL BE 'SOUTH FACE', AVAILABLE

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

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XX
XX
XXXX
XX
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 X
X X X
X
X
X
X
X

X X X X
X
X
X
X
X
X
X
X
X
X X
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.18
MATCHLINE, SEE SHEET L-1.13
MATCHLINE, SEE SHEET L-1.14

MATCHLINE,
SEE SHEET L-1.16

CONSTRUCTION PLAN
L-1.15
386
152
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:' I / /
HHP BOUNDARY ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I (TTP. 5
20‘ HMP BUFF
1 6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2.012 2 (T0X 3 PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01DETAIL: 43/ 5 SHEET: L-2.014 \(TTP. 6
DECORATIYE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: 6 (TTP. 4
1 TREE UELL UJITH 12" WIDE CONCRETE BAND DETAIL: SHEET: L-2.016 6 34— 5 SHEET: L-2.011 TREE WELL WITH THICKENED EDGE DETAIL: T L
RETAINING WALL SHEET:L-2.05 DETAIL:8 6
DETAIL: 1 SHEET:L-2.033
!■■■■■■■■■■■■■■■■■■■■■■■■■■■■
10 SHEET:L-2.03DETAIL: 6
TTP. 2(TTP. 2 48 11 DETAIL: 1 SHEET:L-2.02
12 DETAIL: SHEET: L-2.023
(TTP. 9
DETAIL: SHEET:L-2.026
(TTP. 12 39 14 DETAIL: SHEET:L-2.04638
15 ) CAST-IN-PLACE CONCRETE SEAT WALL DETAIL: SHEET:L-2.0254 482 )(TYP.)33 +s DETAIL: SHEET:L-2.0116 23 JfTYFJ13 JfTYPJ 30 )(TTP(TTP. 41 DETAIL: 1 SHEET:L-2.04
3333o
3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5(TTP. 8
15 13 ) WOODEN SPLIT-RAIL FENCE DETAIL: SHEET:L-2.038
A
YETERANS MEMORIAL PLAZA DETAIL: 1 SHEET: L-2.n2015
40 21 INCLUSIVE PLAY AREA DETAIL: SHEET: L-2.II - L-2.131 38 NATURE PLAY AREA DETAIL: 1 SHEET: L-2.1422S
23 ) SOUTH TOT LOT PLAY AREA DETAIL: SHEET: L-2.151
1Mm EXERCISE AREA DETAIL: SHEET: L-2.1824 1
IT 25 ) PICNIC TABLE DETAIL: 5 SHEET:L-2.03
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.03426
/ TYP.)23
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.04840 7 \toA A
1 MONUMENT SIGN DETAIL: 1 SHEET:L-2062 )(TYP.) 28
G
/ 23 ) EXPANSION JOINT DETAIL: SHEET: L-2.013&Y 2 3323(X33 CONTROL JOINT DETAIL: SHEET: L-2.0130 328 30 )(TTP.)
NOTE: ALL PROJECT 31
31 ) COLD JOINT DETAIL: SHEET: L-2.013o
Y 1 JfTYPJ
SIGNAGE AND ( P. 12
% TT\ LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632T (TTP.)1MONUMENTS SHALL 405 31 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 REQUIRE A \ __A
$
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(TTP. 36x 13 J/TYPJ CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2HYRJ 23

SEPARATE ERMIT X
8 4 4
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36 UNDE THE CITY OF 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042 (TTP. 30V 80 8?( C 8 EY CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36 8TP. 2
SIGNAGE REVIEW 31 ) EY CHARGING STATION PER ELECTRICAL ENGINEER PLANS Q
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33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2063
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L-108 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04— n— ML-102. (
L-l.ll
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BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1SL-101L-106 2Ki j 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043U L-112 1 T 1
—L-110 ©
46 PLAZA ADA PICNIC TABLE DETAIL: 1 SHEET:L-2.04
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41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056% NDL-113 L-114 48 DETAIL: SHEET:L-2062
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PER BIKE PARK DESIGNER PLANS
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L-115 PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.111 50 2BASIN 'H' —। A
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5t < 52 DETAIL: SHEET: L-2.015
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IL- a®— 4 SHEETSSHEETL-1.20 <
0 JESSE SANCHEZ

BUILDING OFFICIAL DATE
O CALL:

RJM
(4 21/30/2021
8119/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

TWO WORKING PAYS

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RIGHT-
PROPE
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
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IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.19
MATCHLINE, SEE SHEET L-1.14
MATCHLINE, SEE SHEET L-1.17
MATCHLINE, SEE SHEET L-1.18
MATCHLINE, SEE SHEET L-1.15

CONSTRUCTION PLAN
L-1.16
386
153
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:
18 ACCESSIBLE PARKING SIGNAGE DETAIL: 1 SHEET: L-2.19I

HABITAT
6" THICK PEDESTRIAN CONCRETE PAVING DETAIL: SHEET: L-2.012 23252 PEDESTRIAN CONCRETE PAVERS SHEET: L-2.01DETAIL: 43
3 )(TTP.)
5 SHEET: L-2.014
& 5 )(TYP.)
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BUILDING OFFICIAL DATE
2 0 CALL:

RJM
(ICC 7 V]4 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL I Li I lc REVISION DESCRIPTIONi ENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

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CONSTRUCTION LEGEND:

CONSTRUCT-.
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I
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DESIGN PATE PREPARED: 9/09/2025
GROUP

MANAGEMENT

PRESERVE
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10/10/25
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.19
MATCHLINE, SEE SHEET L-1.14
MATCHLINE, SEE SHEET L-1.16

CONSTRUCTION PLAN
L-1.17
386
154
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:I
KEY MAP: 1/32"= 11L-101 ACCESSIBLE PARKING SIGNAGE DETAIL: 1 SHEET: L-2.19I3 L-103.3? So s
-
6" THICK PEDESTRIAN CONCRETE PAYING DETAIL: SHEET: L-2.012 2L-108s “5 \. L-102. L-111 PEDESTRIAN CONCRETE PAYERS SHEET: L-2.01 1 DETAIL: 43L-1O51
02 L 5 SHEET: L-2,014L- 104e
1 i

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— DETAIL: 1 SHEET:L-2.044 IfTYPJ
| 3-WIRE HABITAT FENCE DETAIL: SHEET:L-2.0418 5(
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1 SHEETSSHEET\// /
l\T AW W JESSE SANCHEZD >I

BUILDING OFFICIAL DATE
A
CALL:

RJM
((IC7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL rtment) pi ■
REVISION DESCRIPTIONi c ENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

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BEFORE YOU PIG
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.16
MATCHLINE, SEE SHEET L-1.20
MATCHLINE, SEE SHEET L-1.15
MATCHLINE, SEE SHEET L-1.19

CONSTRUCTION PLAN
L-1.18

MATCHLINE, SEE
SHEET L-1.20
386
155
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 1
KEY MAP: 1/32"= 1' DETAIL REFERENCE/COMMENTS:LLAAI 7/
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33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063
33 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063
41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04
SHADE SAILS DETAIL: SHEET:L-2.0342 3
43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.011B BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043
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BUILDING OFFICIAL DATE
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RJM
(ICC 7 V]4 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL)i r REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 01 101 201 401

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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.20
MATCHLINE, SEE SHEET L-1.17
MATCHLINE, SEE SHEET L-1.16
MATCHLINE, SEE SHEET L-1.18

CONSTRUCTION PLAN
L-1.19
386
156
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DECORATIVE COLORED CONCRETE BAND SHEET: L-2.015 DETAIL: & O O
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9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-1.19
MATCHLINE, SEE SHEET L-1.18

CONSTRUCTION PLAN
L-1.20
386
157
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 DETAIL REFERENCE/COMMENTS:

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/
4 ACCESSIBLE PARKING SIGNAGE DETAIL: I SHEET: L-2.19I
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39 (T HMP BOUNDARY3
ACCESSIBLE PICNIC TABLE DETAIL: SHEET:L-2.0342610
20‘ HMP BUFFER
21 ) TRAILHEAD KIOSK DETAIL: SHEET:L-2.0481 42 JE4F
MONUMENT SIGN DETAIL: 1 SHEET:L-20628
1 25
29 ) EXPANSION JOINT DETAIL: SHEET: L-2.013
3 IfTYPJ CONTROL JOINT DETAIL: SHEET: L-2.0130 3
c
1 31 ) COLD JOINT DETAIL: SHEET: L-2.0135 )(TYP.)
LANDFILL 4 RECYCLING RECEPTACLE PAIR DETAIL: 2 SHEET:L-20632 48 33 ) DRINKING FOUNTAIN/BOTTLE FILLER DETAIL: SHEET: L-2.018 39 (TYP. 18 CARLSBAD BIKE RACK DETAIL: SHEET:L-2.0334 2 /
// 35 ) BIKE PARK BIKE RACK DETAIL: SHEET:L-2.042/ // /

32./
EV CHARGING INFRASTRUCTURE PER ELECTRICAL ENGINEER PLANS36/ / 38 31 ) EV CHARGING STATION PER ELECTRICAL ENGINEER PLANS WALKWAY LIGHT POLE ON PIER DETAIL: SHEET:L-20638 3(TTP. 4 T
33 ) WALKWAY ADJACENT LIGHT POLE DETAIL: SHEET:L-2.063
KEY MAP: 1/32 "= 1' (TTP. 5/ 40 PARKING AREA LIGHT POLE DETAIL: SHEET:L-2063 (TYP.L-108 3 41 ) HEXAGONAL SHADE STRUCTURE DETAIL: 4 SHEET:L-2.04—L-102) L-I.ll SHADE SAILS DETAIL: SHEET:L-2.0342 3
C_ LL- 104e 43 ) RETAINING WALL RAMP 4 HANDRAIL DETAIL: 1 SHEET:L-2.01 7 12
— (
/
HI
BIKE PARK ENTRY GATE 4 PILASTERS DETAIL: SHEET:L-2.0844 1SL-101 45 ) BIKE PARK MAINTENANCE GATE DETAIL: SHEET:L-2.043U L-1121 OIL-1.10 PLAZA ADA PICNIC TABLE DETAIL: T SHEET:L-2.0446 ------ 1------L-109.
41 ) GUARDRAIL AT RETAINING WALL DETAIL: SHEET:L-2.056O MH L-114
48 DETAIL: SHEET:L-2062
-O MlL-i.n
i. PER BIKE PARK DESIGNER PLANS
ML,TS PARKING AREA LIGHT BOLLARD DETAIL: SHEET: L-2.1150 2 Ii E DETAIL: 4 SHEET: L-2.01L-119
7 52 DETAIL: SHEET: L-2.015

SHEETSSHEET
-

JESSE SANCHEZ
BUILDING OFFICIAL DATENOTE: ALL PROJECT SIGNAGE

AND MONUMENTS SHALL E OU I RE
A SEPARATE PERMIT UNDER THE CALL:

RJM
CITY ((ICMTV]4 21/30/2021
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL1 n REVISION DESCRIPTIONr i ENGINEER OF WORK CITY APPROVALOTHER APPROVAL O’ 101 201 401

RIGHT-OF-WAY /

PROPERTY LINE

TWO WORKING PAYS

BEFORE YOU DIG
I ilr
I
I
// //
1+ V It (N N
AV
I
I
/
77 N W
W V
\
1 / /
/ /
/ /
\
V VA
4/
/
1 I
5" LAYER OF ORGANIC-LOC DECOMPOSED DETAIL:

GRANITE PAVING

PRECAST CONCRETE MONOLITH FITNESS
STEPS

CITY STANDARD PARK BENCH
MH o

RESILIENT SURFACING WITH CONCRETE

HEADER IN PLAY AREAS

STONE BOULDERS
4 A
DESIGN PATE PREPARED: 9/09/2025
GROUP
1-
{
(

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
L-1.20
verererere
/
/
//
V
/
/
\ /
/
/
1 ol,
\
\ ol J 1
CONSTRUCTION LEGEND:

CONSTRUCT-.
/
/ //
A
I
|
1 —Vx
. A—
A 1
' \
I 1
\
1 \
X
\
\
\
\
\
/
2 \ \
/TYP J
2 (TYP.)
*
NV
7 /
H I
dI
I
N
I
I d
d I
\
I
\
13 ) ELECTRIC VEHICLE PARKING
— SIGNAGE/STRIPING
----- BLEACHER
7 / /
IN
I
51 ) MEMORIAL PEDESTRIAN CONCRETE
PAVERS

ROCK COBBLE EDGING
\
I
\
d
\
----- CAST-IN-PLACE CONCRETE CIRCULAR
— PLANTER SEAT WALL
11 ) SECURITY FENCE AT BIKE PARK
( /BASIN K7
< 7 /
/
/
— /
//
I s \ If
J 2
)
LANDFILL, RECYCLING, 4 COMPOST

RECEPTACLE TRIO
43 ) BIKE PARK

UNDERGROUND SERVICE
_ ALERT
'7
L-103
• City of
Carlsbad

HABITAT

MANAGEMENT

PRESERVE
/■
/
e
L-1
moi
L-18 '
— ..S. . n21e)
BASIN
(
—— — — — — —-P==))
i s V L-1.107 7
\ L-115. N t &
DCB
L-1O6 w
A
/ L-105
\
■ i 7 ' 7
5 a
H—
1V V A
N
\
Jesse Sanchez 10/9/25
10/10/25
10/10/25
·
·
·
℄
℄
NOTES:

1. WHEN INSTALLING THIS UNIT, LOCAL, STATE, OR FEDERAL CODES SHOULD BE ADHERED TO.

INSTALL A TRAP IN THE WASTE LINE AND A SCREWDRIVER STOP IN THE SUPPLY LINE IF REQUIRED.

HAWS MODEL 3612/3612F IS FULLY COMPLIANT
WITH THE FEDERAL 2010 AMERICANS WITH

DISABILITIES ACT (ADA) ACCESSIBILITY

REQUIREMENTS WHEN INSTALLED AS SHOWN

HERE AND WHEN INSTALLED WITH PROPER
CLEARANCES AND ACCESS. LOCATE THE
PEDESTAL BASE WITH AT LEAST 8" OF CLEAR

UNOBSTRUCTED HARDSCAPE BEHIND THE
PEDESTAL. IT IS THE RESPONSIBILITY OF THE

INSTALLER TO ADHERE TO LOCAL, STATE,AND
FEDERAL CODES WHEN INSTALLING THIS UNIT.

DISTANCE TO SURROUNDING OBJECTS,
APPROACH SURFACES, ETC. SHOULD BE
CONSIDERED.
© 2021 Haws Corporation - All Rights Reserved. HAWS® and other trademarks used in these materials are the exclusive property of Haws Corporation.

THIS DOCUMENT IS TRUE AND CORRECT AT TIME OF PUBLICATION. CONTINUED PRODUCT IMPROVEMENTS MAKE SPECIFICATIONS AND MEASUREMENTS SUBJECT TO CHANGE WITHOUT NOTICE.

APPROVED:

DRAWN:

PART NUMBER
SCALE:

REVISION DHP6/11/20
2 1:24 FV09/16/21DRAWING TYPE:SIZE: A
5666
BY:

BJM

INSTALLATION
DATE:

DATE:

REV. ECN:
5719
CHK'D.:

MODEL(S)
1455 KLEPPE LANE
SPARKS, NEVADA 89431
(775) 359-4712 FAX (775) 359-7424
E-MAIL: [email protected]
WEBSITE: WWW.HAWSCO.COM
DP
ECN:

SHEET 1 OF 6
0580001180.D 3612 & 3612F
PAGE 6 OF 11
PAGE 6 OF 11
52 [1321]
16 [406] 16 [406]
27 [687]
34 23/32 [882]
61 39/64 [1565]
31 27/32 [809]
39 27/64 [1001]

ADA STANDING

PERSON'S HEIGHT

ADA WHEELCHAIR

ACCESSIBLE HEIGHT

ADA COMPLIANT

BOTTLE FILLER
CONCRETE ANCHORS INCLUDED.

RE-USABLE TEMPLATE MODEL MTG.3600
AVAILABLE, SOLD SEPARATELY.
3X10 [254]
21 [533]21 [533]
10 [254]10 [254]10 [254]

LOWER ACCESS

SIDE PANEL

BOTH SIDES

FULL HEIGHT

ACCESS PANEL
FRONT
∅
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.01
386
158
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 4
LEGEND:LEGEND:
4 2/4" RADIUS EDGE.
3 PAVING FINISH SURFACE PER FLAN.
*4 REBAR AT 18" O.C. EACH WAY. (h)
1/4
ii
5FINISH GRADE. 2 o
(
10 }2" TOOLED RADIUS. 1=1 1 1=1 I I 5rn m
COMPACTED, MOISTURE-CONDITIONED SUBGRADE FER GEOTECHNICAL REPORT. 1/A
m 6
4 4
)I I I 111A. EXPANSION JOINT
NOTES:

SECTION - PRECAST CONCRETE PAVERSPROVIDE FINISH SAMPLE PER PLANS AND SPECIFICATIONS. 6 SCALE: 1" = 1‘-O
II
ALL CONCRETE TO HAVE MINIMUM COMPRESSION STRENGTH OF 3,000 PSI, TYPE II FCC.

PROVIDE 7^ FALL FER 12" RUN ON ALL PAVING - MINIMUM. SEE CIVIL PLANS.

LEGEND:SEE DETAIL 3, SHEET L-2.01 FOR CONCRETE JOINTS.

ADJACENT CONCRETE BAND OR PAVING FER PLAN.
4 STEEL REINFORCEMENT TO BE CENTERED IN SLAB. A
B. COLD JOINT
EXISTING CONCRETE PAVING.
1 23/16
II
$I
< A
4 1/4
II
2 3 4 CONCRETE PAVERS
TYF.3" CLR.
4C. SAWCUT CONTROL JOINT 5
_52
4 4
„0 0
LEGEND:0e4
1 CHRISTY V-I DRAIN BOX WITH F8D COVER.

LOCATE IN PLANTER WITH TOP OF GRATE I1
4 -— IZ <1/
2| 1
, i2
E
1/4
II II
1II rn m m।(0 1/ I U453 U,0I 7 0.5)
A
3IP
4 I d 5< 4
I
4 c A
() A
rn n — E. EXPANSION JOINT ENLARGEMENT1=1 I L I
1 2222D. TOOLED CONTROL JOINT
C
4‘x4‘x4 DEEP ROCK WELL DRAIN WITH 1
DRAIN ROCK FREE OF FINES.
6 - 12
II II1
——I I NOTES;
: i I=I । I=I । I=I । I=I । I=I । I=I । L1 131 ||| 43B.I—ITTT ■I l l—I I l—T : 11: —9
— I 11—11 /— 11:

H 6 | I — I — I —0■I I—II 3
— | I — I — I — I —-0e 1 II:S
EoSEALANT COLOR TO MATCH ADJACENT PAVING.
111: 111:: 1 — — :

II— — —lliALL EXPANSION JOINT SEALANT TO BE SEEDED WITH SILICA SAND.

Ll—lliALL CONCRETE CEMENT TO BE TYPE 11, MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 11:S — I i
S
— I i S—
II:— 1
—lli
I1
2 CONCRETE PAVING 3 CONCRETE JOINTS
&।WIDTH FER FLAN 4 4/ FLUSH FLUSH
3 3
(c) INSTALLER SHALL ENSURE PROPER ADA
— ACCESS AND CLEARANCES.

A,/ s 34 4
A A
5 / —62%
7 tn
FLUSH
10 lb
/ 88
-
4 /__CM
-in 3" CLR.0 O —
44 /I I I //4
7ID250X205
f
4 04
1 n m n
4 44
6 6 8 8(h)
1=11
I I T7
4 I — I — 1 —
J
5 6lI I I 1^11
(h)I2 6 n
CM II_______
-I I I I I I ‘ 1—I I I I I I I I I— '1 = I I I I
n9 65 223 6 SECTION - COBBLE EDGE 2 e
II
।
5 0& S J
LEGEND: LEGEND:

EC)
LEGEND: NOTES:TWO <2? *4 HORIZONTAL REBAR.
y2" TOOLED RADIUS.

ADJACENT SURFACING. SEE PLAN.
3" MISC. CRUSHED AGGREGATE BASE. COMPACTED, MOISTURE-CONDITIONED SUBGRADE FER GEOTECHNICAL REPORT.

ADJACENT GRADE. SEE CIVIL ENGINEER'S PLANS. CONTINUOUS EXPANSION JOINT PER DETAIL 3, SHEET 1-2.01. & &
WHERE OCCURS AT THICKENED EDGE CONDITION, CONT. *4 REBAR AS SHOWN, TYPICAL. y2" TOOLED RADIUS.

TTPAR FILTER FABRIC 3201, OR APPROVED EQUAL.

NOTES:

CONTROL JOINT SPACING FER PLAN, SLABS 8' O.C. MAX., WALKWAYS 6‘ O.C. MAX. 8 DRINKING FOUNTAIN/BOTTLE FILLEREXPANSION JOINT SPACING FER PLAN, TO BE LOCATED EVERY 4th CONTROL JOINT, MAX. 6" WIDE x T" DEEP CONCRETE EDGING COBBLE ALL CONCRETE TO HAVE MINIMUM COMPRESSION STRENGTH OF 3,000 PSI, TYPE II FCC. SHEETSSHEET 5 DECOMPOSED GRANITE PAVING 6 CONCRETE BAND “I EDGE AT TREE UELL JESSE SANCHEZ

BUILDING OFFICIAL DATE

JESSE SANCHEZ
CALL:

RJM
(ICC7 V]21/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Lil REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL • IB
(2) ORCO PRECAST CONCRETE PAVERS, STYLE 4 COLOR PER FINISH LEGEND ABOVE. (3) POLYMERIC SAND, SWEEP INTO JOINTS BETWEEN PAVERS 4 COMPACT. ( 1.8" /MIND LAYER OF BEDDING SAND, SPREAD EVENLY.
(5) 4" LAYER OF CONCRETE SUB-BASE PER GEOTECHNICAL REPORT. () SUBGRADE PREPARATION AND COMPACTION PER GEOTECHNICAL REPORT. SEE SPECIFICATIONS. f
1 • City of
Carlsbad
4 %
0 24" DEEP ROOT BARRIER TO BE INSTALLED AT ALL TREE WELLS. SEE DETAIL 2, SHEET L-8.02.

TWO WORKING DAYS

BEFORE YOU DIG
SPEED-DOWEL AT 18" O.C. AT ALL EXPANSION 4 COLD JOINTS W/ *4 REBAR, MODEL NO.

PSD 12/ *4 TS. WITH FSD/*4 BL BASE. CONTACT: AZTEC CONCRETE ACCESSORIES (800) 531-3355.

NO VISIBLE GROUT EXCESS. CONTRACTOR
SHALL RAKE 4 CLEAN JOINTS TO REMOVE
EXCESS GROUT. DESIGN INTENT TO HAVE
MINIMAL GROUT VISIBLE IN FINAL PRODUCT.
0 V
(
/
00 24" DEEP ROOT BARRIER TO BE
INSTALLED AT ALL TREE WELLS.

SEE DETAIL 2, SHEET L-8.02.
6" WIDE x 8" DEEP CONCRETE MOW CURB WITH *4 CONTINUOUS REBAR CENTERED IN MOW CURB.

CONTRACTOR TO SUBMIT SAMPLE OF

ORGANIC-LOCK DECOMPOSED GRANITE FOR
REVIEW AND APPROVAL PRIOR TO USE.
8" ORGANIC-LOCK STABILIZED DECOMPOSED GRANITE PAVING
/PRE-MIXED?, CALIFORNIA GOLD BY: GAIL MATERIALS OR APPROVED EQUAL. (951) 66-6l06. CONTACT DAVE DZWILEUSKI. COLOR: GAILS GOLD- APPLY FER MANUFACTURER'S SPECIFICATIONS.
90% COMPACTED, MOISTURE CONDITIONED SUB-GRADE PER
GEOTECHNICAL REPORT. GRADE TO ENSURE POSITIVE DRAINAGE
AWAY FROM ALL STRUCTURES.

ADJACENT CONCRETE PAVING OR BAND WITH THICKENED EDGE PER PLAN, SEE DETAIL 2, OR 6, SHEET L-2.01.
*4 HORIZONTAL, CONTINUOUS REBAR WHERE CONCRETE IS ADJACENT TO PLANTER

AREA OR ADDITIONAL AREA WITH EXPOSED SOIL
MORTARED COBBLE EDGE WHERE OCCURS FER PLAN, /CALLOUT *52).

COBBLE TO BE 8"-10" 'CURRAN COBBLE' AVAILABLE FROM:

DECORATIVE STONE SOLUTIONS, CONTACT RANDY JURGENSEN (800) 699-1818. COBBLE TO BE EMBEDDED 50% MIN. INTO CONCRETE
EDGE. COBBLES TO HAVE MAX I" GAP BETWEEN STONES.

CONTRACTOR TO PROVIDE 6‘ X 6‘ MOCK OF

DECOMPOSED GRANITE PAVING PRIOR TO

ACQUISITION AND CONSTRUCTION
CONTRACTOR TO PROVIDE 8'x8' MOCKUP FOR REVIEW 4 APPROVAL BY OWNER PRIOR TO INSTALLATION.

LOCATE SAWCUT JOINTS AS INDICATED ON FLANS. FOR CONCRETE SLABS, SAWCUT JOINTS TO BE AT 8' O.C. MAX. EACH WAY. FOR WALKS, SAWCUT JOINTS TO BE AT 6‘ O.C. MAX. SEE GEOTECHNICAL REPORT FOR MAXIMUM JOINT SPACING BASED ON SIDEWALK WIDTH. NOTIFY

OWNER'S REPRESENTATIVE IF JOINT SPACING ON PLANS DOES NOT CONFORM TO MAXIMUMS INDICATED ABOVE.

V in >
ABOVE FINISH GRADE.
©PROVIDE 4" SPACE BETWEEN DRAIN LINE AND
DRAIN ROCK.
(3) PROVIDE FILTER FABRIC OVER DRAIN ROCK.
4 CONCRETE PAVING - ALL CONCRETE TO BE NATURAL GRAY WITH TOPCAST *5 UNLESS OTHERWISE NOTED.

CONCRETE BAND, COLOR TO BE DAVIS COLORS 'SANGRIA' OR APPROVED EQUAL, WITH TOPCAST *5 - COLOR 4 FINISH THROUGHOUT SITE UNLESS OTHERWISE NOTED.

THICKENED CONCRETE EDGE AT
TREE WELL CONCRETE BAND.

COLOR TO BE NATURAL GRAY,
FINISH TO BE WITH TOPCAST *5 -
SANDBLAST FINISH.

COMPACTED,

MOISTURE-CONDITIONED SUBGRADE
FER SOILS REPORT.
*4 HORIZONTAL REBAR AT 18" O.C.

FER CONCRETE PAVING DETAIL

WITH TURNDOWN INTO THICKENED
EDGE. 3" CLR. FROM ALL
CONCRETE EDGES.

COBBLE EDGER TO BE USED ONLY IN

LOCATIONS WHERE TRAIL CROSSES INTO THE
HABITAT MITIGATION BUFFER ZONE. SEE PLANS.

ALL CONCRETE TO

HAVE MINIMUM

COMPRESSION

STRENGTH OF
3,000 PSI, TYPE II
FCC.

Z
A
SQC

NON-SAG TWO-PART POLYURETHANE SEALER
(DYNA TRED) BY: PECORA CORPORATION (800)
523-6688, OR APPROVED EQUAL.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
ii
SPEED-DOUEL AT 18" O.C. AT ALL EXPANSION 4
COLD JOINTS W/ *4 REBAR, MODEL NO. PSD 12/ *4
TS. WITH FSD/*4 BL BASE, CENTERED IN SLAB.

CONTACT: AZTEC CONCRETE ACCESSORIES (800)
531-3355.
j
1 SECTION - SUMP DETAIL
N.T.S.
-V
7 DESIGN PATE PREPARED: 9/09/2025
GROUP
l
12'
l_--- 1
= 1 1
©
©
©
© © ©
4/ 1
/
@
©
©
o
’ =333 prounonge 4 D A P A —
©
SEE

ENLARGEMENT 'E',

THIS DETAIL
8 0
@
© © © ©
©
|E
©
/
©
©
©
©
©
©
©
©
©
©
-
©
©
©
©
1(2)--1
©
©
© ©
©
©
©
©
© ©
©
ZZ:
©
-2
©
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©
— rEAeEEe -
©
©
1=1 I 1=1 1 1=111=1 I l=Hl=l I 1=1 1 1:

ILLTLn
SAWCUT JOINT. SINGLE BLADE WITH y^' BEVEL AND
CONTINUOUS CRACK CHASER. SEE SAWCUT
CONTROL JOINT, SEE DETAIL C 4 D FOR DEPTH OF
SAWCUTS.
3 DECK-O-FOAM EXPANSION MATERIAL BY: UR
MEADOUS. INSTALL FER MANUF. SPECS. (909)
469-2606.

UNDERGROUND SERVICE
_ ALERT
/
4 I -
F
7 —
29 Pz
NOTES;
(A) CONTRACTOR TO PROVIDE MIN. 4' x
- 4' MOCKUP OF PRECAST CONCRETE

PAVERS FOR REVIEW AND
APPROVAL BY CLIENT 4

LANDSCAPE ARCHITECT PRIOR TO
ANY INSTALLATION.

FOR BID PURPOSES;
COLOR SHALL BE:

A. "LIMESTONE" (039) IN FIELDS OF NATURAL
GREY CONCRETE.

B. "BEIGE" (595) IN FIELDS OF COLORED
CONCRETE.

FINAL SEALANT COLOR SELECTION SHALL BE FER

OWNER UPON REVIEW AND APPROVAL OF

CONTRACTOR PROVIDED PAVING SAMPLES IN THE
FIELD. SEE SPECIFICATIONS.
hs
—%<I
(B) FINISH LEGEND:

PARK PAVERS: PRECAST

CONCRETE PAVERS TO BE
'CORSIA FLAGSTONE' FROM

ORCO, COLOR TO BE TUSCANY
VETERAN'S MEMORIAL PLAZA:

PRECAST CONCRETE PAVERS TO
BE 'TRE EXPRESS' BY ORCO.

COLOR TO BE 'TUSCANY' WITH
AGED FINISH.

ORCO PRODUCTS AVAILABLE

FROM ORCO, CONTACT MIKE
MILLARD (949)241-6669.
(5) FINISH GRADE OF PLANTER.
©1-1/2" FVC DRAIN LINE. SLOPE 1/4" PER FOOT TO
ROCK WELL.

HAUS ADA VANDAL-RESISTANT OUTDOOR
BOTTLE FILLER 4 DRINKING FOUNTAIN MODEL
*3612 WITH HOSE BIB MODEL *3660. CONNECT

TO DOMESTIC WATER LINE /FER CIVIL
ENGINEERING PLANS? 4 GRAVEL SUMP. COLOR
TO BE BRONZE MIST.

TH-Hmi
NOTES:
(A) REFER TO MANUFACTURER'S CURRENT
- INSTALLATION GUIDELINES, SPECIFICATIONS

AND DETAILS FOR CORRECT ASSEMBLY AND
INSTALLATION PROCEDURES.
(B) CONFIRM LOCATION AND ORIENTATION OF
1 DRINKING FOUNTAIN WITH LANDSCAPE
ARCHITECT PRIOR TO INSTALL.

L
2 r
L
2 r
j
2 7
4 -
1 L
2 -
4 7

THICKENED EDGE FOR TREE UDELLS
SCALE: 1"=1'-"
TWO <2? *4 HORIZONTAL REBAR. 3"
CLR. FROM ALL CONCRETE EDGES.

O
1—
II—
=l i
12" TYF.
24" AT PICNIC AREAS
| I MIN—
I T I •
I
*L
4 7
Lm =
—/ -I I

THICKENED BANC AT TREE UDELLS
SCALE: r =
SECTION_______
SCALE: 1" = 1'-"
CONTRACTOR TO PROVIDE 2'-8" x 8'-0"

MOCK-UP OF MORTARED COBBLE STONE

SAMPLE FOR REVIEW AND APPROVAL BY

LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. MOCK-UP TO BE INSTALLED IN
WORK LOCATION 4 CAN REMAIN IF APPROVED.

ALL REJECTED MOCK-UPS TO BE REMOVED.

CONCRETE SECTION
SCALE: 1-1/2" = 1-"
SCALE: 1" = 1‘-O
NOTES:

TTPICAL SECTION
SCALE: 1"=1‘-"
Q,
12"
Jesse Sanchez 10/9/25
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.02
386
159
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 /9011 1 LEGEND:—
ove
/ 1 3Q
2 Ii2 06 w)o A . e
! 6AFLUSH 3FLUSH
ooe
A
hie /// . W y/ldW ‘/ ‘ W ‘/
ox
// w //Z 77 A/
W WA]
SLOPE 1-1/2 TO 2%1-1/2 TO 2% TO DRAIN O
7 /i ‘ s 7 2
11 =
II
4 CM
/
AA
11 =
F 552% TO DRAIN:
11 = 11 =
lull Ney
“l— lu (O)J
5 1.A
■
D A : As 3QL =4 P70 9 0 Eim3 ' I I 111
I
II
x 12" DEEP CONCRETE FOOTING.6I I I/ 2 A
|SECTION - BOULDER ON GRADE/
I—I — (4) 1
& , , , I I
SCALE: 1/2" = 1‘-O
II

PVC ELECTRICAL CONDUITII
4 32i i i—i i i
SLEEYE IN CONCRETE FOOTING.I I i6
45& III
A
1 CN4 1-------
—
LEGEND: —1I_
4 SECTION - BOULDER ON SLOPEi
5SCALE: 1/2" = 1‘-O
II
3)
■---------I
8 A10
40 2
7Y JNA, O
4r o-
A
—
—
TI I
T
I I I
1 - 2

SECTION - BOULDER IN CURB
SCALE: 1/2" = T-0
II
II
6 TREE UPLIGHT INSTALLATION
ALL BOULDERS TO HAVE 1/3 EMBEDMENT. LEGEND:

I
2FINISH GRADE. SEE GRADING PLANS.

RADIUS ON ALL EXPOSED EDGES. CONCRETE CURB. DEPTH PER PLAN.

I RESILIENT SURFACING 2 FIBAR SURFACING 3 BOULDER INSTALLATION 4 <1 A
NA
009/ (' 0
A
6 0 OO0
3 080LEGEND: 000014 411
18 (0)
—IE 4
2 5 610 II
3 J10
11 6" LAYER OF %" FEA GRAVEL.

I
3 5
12 6
9 i i
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112 C ——
"E ns2
“I RECESSED MEMORIAL PLAZA LIGHT।
i — i I—2136 3 5 U
—(812
II
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14 CM
X
L111FLUSH’ FLUSH A
40 0 / *5 REBAR x AT 24" O.C.
in
A
— III<7 24A 4
24" I I11=1
A 4
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2 0 II
3 3
1 6TTT Td
miSA
5 1-2
3ma NOTES:

III
A .
4 A<7
<74
THICK CONCRETE SUB-BASE, SEE DETAIL 1, SHEET L-2.02 , J 1 A
I
11( *4 HORIZONTAL REBAR AT 8" O.C., EACH FACE. m m
'll 9-11 111 111
()*4_ REBAR ANCHOR AT 16" O.C., EACH FACE.
(5) ADJACENT CONCRETE PAVING PER PLAN.

SHEETSSHEET
4 INTEGRATED SEATING AREA IN PLAY AREAS 5 PARK SEAT UALL JESSE SANCHEZ

BUILDING OFFICIAL DATE

JESSE SANCHEZ
CALL:

RJM
(ICC7 V]
<2 2/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALITT REVISION DESCRIPTIONf ENGINEER OF WORK CITY APPROVALOTHER APPROVAL ‘ City of
Carlsbad
RESILIENT SURFACING. DEPTH RATED FOR REQUIRED FALL HEIGHT. SEE SPECIFICATIONS. REFER TO RESILIENT SURFACE COLOR SCHEDULE, SHEETS L-2.12, L-2.14, 4 L-2.15.

TUO WORKING DAYS

BEFORE YOU DIG

BOULDERS SHALL BE FLACED/FOSITIONED IN TIGHT

PROXIMITY TO ADJACENT BOULDERS IN ORDER TO
REPRESENT NATURAL BOULDER OUTCROPPINGS.

I4
<7
FILTER FABRIC. MIRAFI 140N OR APPROVED EQUAL.

SECURE TO CONCRETE FOOTING FER MANUFACTURERS
SPECIFICATIONS.
9 CM

FINISHED GRADE PER GRADING
PLANS.
12" DEEP x 24" DIDE CONTINUOUS
CONCRETE FOOTING.
12" /MIND LAYER OF FIBARSYTEM 100 ENGINEERED DOOD
FIBER SAFETY SURFACING. AVAILABLE FROM FIBAR,
(800) 342-2121. CONTRACTOR TO SUBMIT SAMPLE FOR
APPROVAL PRIOR TO ORDERING.
*4 HORIZONTAL REBAR AT 12" O.C. CENTERED IN
CONCRETE BULKHEAD. KEEP 3" CLEAR FROM ALL
CONCRETE EDGES.

COMPACTED MOISTURE-CONDITIONED SUB-GRADE FER
SOILS REPORT.
8"x8"xlb" PRECAST PRECISION
BLOCK, GROUT SOLID.

CONCRETE PAVERS, INSTALLATION
FER DETAIL 4, SHEET L-2.01.
i=
\ .4
3 CM
THREE 63/ *5 HORIZONTAL REBAR
AT TOP 4 BOTTOM OF CONCRETE
FOOTING AT 16" O.C.

SURFACE MOUNTING BRACKET
/MODEL *IE3186) INSTALLATION DITH
4" LONG CONCRETE ANCHORS.

TARGETTI BULLETTO MINI COMPACT

ADJUSTABLE FLOODLIGHT

PROJECTOR FOR UPLIGHTING OF
TREES AT MEMORIAL AREA. REFER

TO ELECTRICAL ENGINEERING
PLANS FOR CONNECTIONS.
*4 VERTICAL REBAR AT 16" O.C. CENTERED IN
CONCRETE BULKHEAD. KEEP 3" CLEAR FROM ALL
CONCRETE EDGES.

ALTERNATE ANCHOR DIRECTION IN
FOOTING. 3" CLR. FROM ALL
EDGES.

COMPACTED, MOISTURE

CONDITIONED SUBGRADE FER
SOILS REPORT.
1 1

FINISHED GRADE PER PRECISE
GRADING PLANS.
a
V
EXPANSION JOINT FER DETAIL 3,
SHEET L-2.01.

CONCRETE PAVING /FER DETAIL
2, SHEET L-2.01) OR PRECAST

CONCRETE PAVERS /FER DETAIL
4, SHEET L-2.01/ UHERE OCCURS
FER PLAN.

TARGETTI JEDI DYNAMIC COLOR

CHANGING RECESSED LINEAR LED
INGRADE LIGHT. REFER TO

ELECTRICAL ENGINEERING FLANS
FOR CONNECTIONS.

CONDUIT TO ELECTRICAL

CONNECTION FER ELECTRICAL
ENGINEERING PLANS.
4" THICK CONCRETE SUB-BASE PER
PAVER DETAIL.

CONDUIT TO ELECTRICAL

CONNECTION PER ELECTRICAL
ENGINEERING PLANS.
*5 HORIZONTAL REBAR AT 16" O.C
VERTICALLY. STARTING FROM
FIRST COURSE OF WALL.
3" THICK CAST-IN-PLACE

CONCRETE CAP WITH SMOOTH
TROUEL FINISH.

I LAYER OF POLYMERIC SAND
FER PAVER DETAIL.

ALL SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO PURCHASING.

CREATIVE MINES CRAFT FOOTHILL

RUBBLE STONE VENEER, COLOR
TO BE ‘TOASTED’, ADHERE WITH
MORTAR.

CONTRACTOR TO PROVIDE 2'

LONG MOCKUP AT SCALE FOR

LANDSCAPE ARCHITECT REVIEW

AND APPROVAL PRIOR TO

FABRICATION OR INSTALLATION
OF PERMANENT SEAT WALL. MOCK

UP WALL TO NOT BE USED AS

PART OF PERMANENT
INSTALLATION.
24" DEEP NATURAL GRAY CONCRETE BULKHEAD EDGE.

CONCRETE SHALL BE TYPE II, 3,000 PSI MIN. SEE
DETAIL I, SHEET L-2.16 FOR WIDTHS.
11 =
0 W

DIAMETER FER

BOULDER SCHEDULE

COMPACTED,

MOISTURE-CONDITIONED SUBGRADE
FER GEOTECHNICAL REPORT.

V
in
/
/
/ DIAMETER FER

BOULDER SCHEDULE
T2l
1 S
•
2 4
1 CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
4 A
7a
=l 11=
— 11
DESIGN PATE PREPARED: 9/09/2025
GROUP
1 ©
(4)
(
©
(9) TREE WELL PLANTING, FER TREE FLAN. EACH TREE WELL

TO CONTAIN ATRIUM GRATE DRAIN, FER CIVIL ENGINEERING
GRADING PLANS FOR LOCATIONS, 4 CONNECTION TO DRAIN
LINES.
12 A
2"
©
®
©
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(
NOTES;
@ ALL REBAR TO BE 3" CLEAR FROM ALL
CONCRETE EDGES.
—
©
©
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7 T
EI I — I — I — I — \ Hl-
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©
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H
(1) RESILIENT SURFACING OR ENGINEERED WOOD FIBER, SEE DETAIL I, SHEET L-2.02 OR DETAIL 2, SHEET L-2.02.
(o) BENCH, WHERE APPLICABLE, FER FLAN. SEE DETAIL 1,
SHEET L-2.05.
(3) DEEPENED EDGE AT RESILIENT SURFACING, LOCATION FER FLAN. (4) COMPACTED, MOISTURE-CONDITIONED SUBGRADE FER GEOTECHNICAL REPORT. (5) SUB-DRAINAGE SYSTEM CATCH BASIN, FILTER FABRIC, AND DRAIN FIFE SIZING FER CIVIL ENGINEER'S GRADING AND DRAINAGE FLANS 4 DETAILS.
() CONCRETE PAVING FER DETAIL 2, SHEET L-2.01.
( 12" WIDE X 12" DEEP CONCRETE HEADWALL WITH TWO <2/ *4 REBAR, CONTINUOUS, TOP 4 BOTTOM.

NOTES:
(A) RESILIENT SURFACING SHALL BE INSTALLED WITH UV ALFHATIC BINDER. INSTALL FER MANUFACTURER'S SPECIFICATIONS. (8) RESILIENT SURFACING SHALL BE INSTALLED BY A PRE-QUALIFIED INSTALLER N.F.S.I. CERTIFIED AND SHALL MEET THE — REQUIREMENTS BY THE MANUFACTURER. THE INSTALLER SHALL HAVE COMPLETED AT LEAST 10 PROJECTS SIMILAR IN SIZE AND SCOPE IN THE LAST FIVE (5) YEARS.
(C) CONTRACTOR SHALL SUBMIT I2"XI2" COLOR SAMPLE OF FINISHED PRODUCT TO THE OWNER FOR REVIEW AND APPROVAL 7 PRIOR TO INSTALLATION.
(D) CHECK WITH MANUFACTURER OF INSTALLED PLAYGROUND EQUIPMENT FOR ALL FALL HEIGHTS/CLEARANCES. (E) ALL CONCRETE CEMENT TO BE TYPE 11, MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. (2) POURED IN PLACE CONCRETE PLANTER WALL WITH Y2" CHAMFER.

NATURAL GRAY WITH MEDIUM BROOM FINISH.
(3) EXPANSION JOINT, SEE DETAIL 3, SHEET L-2.01.
(4) CONCRETE PAVING, SEE DETAIL 2, SHEET L-2.01.
(5) DEEPENED EDGE OF CONCRETE PAVING AT FLAY AREA, SEE
DETAIL 1, SHEET L-2.02.
() 12" WIDE X 12" DEEP CONCRETE HEADWALL WITH TWO <2/ *4 REBAR, CONTINUOUS, TOP 4 BOTTOM.
©
(2) 4)" CONCRETE BASE WITH *4 REBAR a 18" 0.0. AT CENTER OF SLAB THICKNESS, SLOPE CONCRETE 12% TO 2% — TO DRAIN. MAINTAIN POSITIVE DRAINAGE TO DRAIN INLETS. \ \
\ \
©
©
©
LEGEND:
(1) 'SOUTH FACE’ BOULDERS, AVAILABLE
7 FROM DECORATIVE STONE

SOLUTIONS, LOCATION PER
CONSTRUCTION FLANS. SIZE 4
QUANTITY PER BOULDER SCHEDULE.
(2) COMPACTED, MOISTURE

T CONDITIONED SUBGRADE PER
GEOTECHNICAL REPORT.

NOTE;
(A) SEE CONSTRUCTION FLANS FOR BOULDER LOCATIONS.
- FLAN LOCATIONS ARE DIAGRAMMATIC. FINAL BOULDER
PLACEMENT 4 INSTALLATION SHALL BE UNDER THE
DIRECTION OF THE LANDSCAPE ARCHITECT.
(B) SECTION ABOVE IS A GRAPHIC

REPRESENTATION OF SEATING AREA
INTEGRATED INTO FLAY AREA 4 MAY NOT
MATCH EXACT SITE PLAN. SECTION MEANT
TO ACT AS AN EXAMPLE OF INSTALLATION.

UNDERGROUND SERVICE
_ ALERT
(11) CUSTOM CHAIR, WHERE APPLICABLE, FER FLAN. SEE
DETAIL 1, SHEET L-2.05.
© COMPACTED, MOISTURE-CONDITIONED SUBGRADE FER
SOILS REPORT.
(C) CRACK CONTROL FOR SLABS AT 8‘ O.C.

MAX., EACH WAY.
4 . J
I1"
(8) COMPACTED,

MOISTURE-CONDITIONED SUBGRADE
FER GEOTECHNICAL REPORT.
-1 I I--------
—
- I
— 9
m90
llaa
SECTION________
SCALE: । 1/2" = 1’-"
V -i
III J Q.
1os uu0I
0054 0
r —6 —
A.
m
APPROXIMATE TOP LEVEL OF 3"

LAYER OF MULCH IN LANDSCAPE
AREAS.

TezE 11=1
SECTION___________
SCALE: 3/4" = ,'-0"
—
—L—LL— ——
D — III
= 624 CM _1 5
"II ( t 025
ELEVATION_________
SCALE: 3/4" = I'-O"
4 SECTION________
SCALE: 1" = r-0"
/
1 /
—
2 —
SECTION________
SCALE: 3" = l'-O"
‘24— 77
I——I—A V—l—l ,,, —"'—i H=lll=| |\ 1 11=| 11=| 11=11
SECTION________
SCALE: 1" = l‘-0"
LEGEND:

SECTION___________
SCALE: 3/4" = l'-O"
UWAUs
IA =
!
C
ll

I-I-ITET
11 @ TRANSITION OF 6" HIGH CONCRETE PLANTER CURB TO
FLUSH CONCRETE EDGING. TRANSITION TO BEGIN 18"
BEFORE END OF PLANTER CURB WITH APPROXIMATE 30"
RADIUS.
-mmm==========m=mmm=m=m=======l—=Il
18"
1 — 1
ELEVATION_________
SCALE: 3/4" = 1’-"
- 00 RI.
*3
4 -
— I i l —— 1 ——
Jesse Sanchez 10/9/25
10/10/25
10/10/25
∅

DEROVATIONS CORPORATION
504 MALCOLM AVE. SE., SUITE 100
MINNEAPOLIS, MN 55414
888.337.6729

BIKE CARLSBAD HR-FT
1002574-AA
JL
7/18/16
1/2" = 1'-0"

PROJECT NAME

PLAN TYPE

PRODUCT
FILE NO.

DRAWN BY:

DATE
SCALE
OF
SHEET
QC ITEM NO. PC. NO.

CONSTRUCTION PLAN
Q-LMR102PTADA | PICNIC TABLE | LMR ADA
-
7/22/24979-01-CD-L-2.01
1' = 1'
X
X
-
- -

PROJECT NAME

PLAN TYPE

PRODUCT
FILE NO.

DRAWN BY:

DATE
SCALE
OF
SHEET
QC ITEM NO.PC. NO.

CONSTRUCTION PLAN
Q-LMR-96PT | PICNIC TABLE | LMR
-
7/22/24 979-01-CD-L-2.01
1' = 1'
X
X
-
--
31'-9"
34'-9"
33'-7"
36'-3"
41'-8"
D
E
F
G
H
A
B
C
13'
13'
10'
10'
16'
16'
32'
38'-6"
30'-4"
30'-4"
40'-11"
10'
10'
13'
13'
16'
16'
32'-2"
24'-9"
21'-9"
10'
12'
16'
16'
16'
19'
19'
10'
10'
10'
13'
13' 56'-5"
54'-6"
40'-8"
60'
36'-2"
36'-2"
53'-11"
·
·
·
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.03
·
386
160
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Shade4
SSCGLS
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CORPORATION. ITS USE
2060 (
FRACTIONAL ± 10SCALE22.10 LEGEND:

OFANGULAR ±

34.2 5

PLAN VIEW SIPE ELEVATION VIEW

1.90Be Carlsbad1150
3 't 1
II
SCALE: 1/16" = l'-0"
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NOTE: 0)04 4
CM
CI
PETAIL 'A1
NOTES:

HOOP BIKE RACK PETAILS
SCALE: 1/2" = I'-O" 5
II
—
6‘

ELEVATION VIEW
4 I MONOLITH FITNESS STEPS 2 CARLSBAD BIKE RACK 3 SHAPE SAILS 4 ACCESSIBLE PICNIC TABLE 8-2" 0.0.
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20%
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8 UOODEN SPLIT-PA IL FENCE

SHEETSSHEET
5 PICNIC TABLE 6 BENCH “I RECESSED MEMORIAL

PLAZA LIGHT

JESSE SANCHEZ
CALL:

RJM
(ICC7 V]
<2 2/30/2021

TWO WORKING PAYS

BEFORE YOU PIG

THIS DOCUMENT IS THE

EXCLUSIVE PROPERTY

OF THE DEROVATIONS
(2) ADA LOGOS
Cl ON EACH END?

FAINTED ADA
BLUE 4 UHITE

0.25 0.00
0010)
0 IS AUTHORIZED SOLELY

FOR PURPOSES EXPLIC-

ITLY REQUESTED BY
THE DEROVATIONS CORP.

Qo
21 -6 "WHEEL

CHAIR ACCESS
3 J
I _ I _ 11—111—-

TYPICAL

IUHEEL CHAIR
1 I
I
II
25" LASER-CUT FLATE
TOTAL CUT LENGTH = 238.60
100255-A
1 'LATTE' WITH 'CRAFTSMAN ETCH' TEXTURE. CONTACT
QCF, BRIAN GOTZ (951)256-3221. ANCHORING 4 ;
INSTALLATION FER MANUFACTURER'S CURRENT ;
PETAILS.
©
X
IT
LEGEND:

QCP LMR CONCRETE FICNIC TABLE WITH SKATE
DETERRENTS, MOPEL *Q-LMR-96PT. COLOR TO BE
'LATTE' WITH CRAFTSMAN ETCH' TEXTURE. CONTACT
QCF, BRIAN GOTZ (951) 256-3221. ANCHORING 4

INSTALLATION FER MANUFACTURER'S CURRENT
PETAILS.

TYF. SUFFORT COLUMN

WITH CANOFY CONNECTION

HEIGHT SHOWN

CONTRACTOR SHALL INSTALL CORNER, END

AND LINE POSTS AS REQUIRED BY SPECIFIC
LAYOUT.

NOTES:

CONTRACTOR SHALL OBTAIN CITY APPROVAL

OF SPECIFIC FENCING LAYOUT PRIOR TO
EXCAVATION OF POST HOLE FOOTINGS.

COMPACTED, MOISTURE-CONDITIONED

SUBGRADE

TARGETTI JEPI PYNAMIC COLOR

CHANGING RECESSEP LINEAR LEP
INGRAPE LIGHT. REFER TO

ELECTRICAL ENGINEERING FLANS
FOR CONNECTIONS.

CONCRETE FAVERS, INSTALLATION
FER PETAIL 4, SHEET L-2.01.
4" THICK CONCRETE SUB-BASE FER
FAVER PETAIL.
|
■

CONTACT MIRACLE PLATGROUND SALES REPRESENTATIVE,
EPPIE LOZAPA (800) 264-1225.

SHAPE SAILS TO BE PEFERREP SUBMITTAL FOR CITY
BUILPING PEFARTMENT REVIEW OF POST FOOTINGS.

ALL FABRICS USEP AT THE SHAPE CANOPIES SHALL BE

FLAME RESISTANT IN ACCORPANCE WITH THE PROVISIONS
SET FORTH IN CCR, TITLE IS, PI VISION 1, CHAPTER 8 OF THE CALIFORNIA BUILPING COPE. TOPS SHALL BE MAPE

EITHER FROM FABRIC THAT HAS BEEN FLAME RESISTANT

TREATEP WITH AN AFPROVEP EXTERIOR CHEMICAL

PROCESS BY AN AFPROVEP APPLICATION CONCERN, OR

FROM INHERENTLY FLAME-RE SI ST ANT FABRIC AFPROVEP
ANP LISTEP BY THE STATE FIRE MARSHAL.

T
I

I LAYER OF POLYMERIC SANP
FER PAVER PETAIL.

CONPUIT TO ELECTRICAL

CONNECTION PER ELECTRICAL
ENGINEERING PLANS.

TYF. SUPPORT

COLUMN WITH
CANOPY

CONNECTION

HEIGHT SHOWN
LEGENP:
5" DIA. PRESSURE TREATED LODGEPOLE FINE
POST. BUTT TREATED WITH COFFER NAPHTHENA
OR PENTA SOLUTION, 24" MIN. PRE-DRILL POST
TO ACCEPT 3-RAILS. PROVIDE %" CONT.

CHAMFER AT ALL POST TOPS.
11 — I
3" (MIN.) LAYER OF FREE-PRA IN ING
GRANULAR SANP.
3" (MIN.) LAYER CRUSHEP MISCELLANEOUS

BASE FER PECOMFOSEP GRANITE PAVING
PETAIL.

ALL MEMBERS SHALL BE ACQ TREATED
LODGEPOLE FINE. SECURE RAILS TO POST
WITH l6d GALVANIZED NAILS, (1) AT EACH
CONNECTION.

LEGENP:

FITNESS STEPS TO BE PRECAST CONCRETE

CASTOHN OUTCROPPING COLLECTION WALL
STONE, COLOR TO BE 'WESTERN BUFF'. ALL

STEF TREAPS TO BE FROM PALLET 'A' WITH
MINIMUM 12" HEIGHT.
95% RELATIVE COMFACTEP

MOISTURE-CONPITIONEP SUBGRAPE FER
GEOTECHNICAL REPORT.
18" DIAMETER X 24" DEEP CONCRETE
FOOTING.
■

COMFACTEP,

MOISTURE-CONPITIONEP SUBGRAPE
FER GEOTECHNICAL REPORT.
" a
■ |
......d
I- I
■■ I
DATE
SHEET NO.

LEGENP:

QCP LMR ACCESSIBLE

CONCRETE PICNIC TABLE WITH

SKATE PETERRENTS, MOPEL
•Q-LMRI2PTADA. COLOR TO

BE 'LATTE' WITH 'CRAFTSMAN
ETCH' TEXTURE. CONTACT QCF,
BRIAN GOTZ (951) 256-3221.

ANCHORING 4 INSTALLATION

PER MANUFACTURER'S
CURRENT PETAILS.
/7

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
O oh

ORGANIC-LOCK PECOMFOSEP GRANITE
PAVING PER PLAN, SEE PETAIL 5, SHEET
L-2.01.

Q
Q
N
C
DESIGN PATE PREPARED: 9/09/2025
GROUP
DATE_______

APPROVED BY
a I
©

TOLERANCES
(EXCEPT AS NOTED)
DECIMAL ±
O
00 ©
©
L
o

DEFERRED SUBMITTAL ITEM
NOT INCLUDED 4 NOT REVIEWED
4 OF 5 SHADE STRUCTURES
V
\ tV
i
/
i
/ (
QCO
www.qcp-corp.com
©
©
©
©
I
7 7/15"
|
© ©
A. CASTOHN OUTCROPPING COLLECTION WALL STONE AVAILABLE FROM CASTOHN, (253) 830-3366.

B. INSTALLATION SHALL BE MANUFACTURER'S CURRENT PETAILS 4 SPECIFICATIONS.

O. CONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLE OF PRECAST

MATERIAL TO THE SITE FOR REVIEW ANP APPROVAL PRIOR TO
DELIVERY OF MATERIAL.

P. CONTRACTOR TO PROVIPE MOCKUP FOR REVIEW 4 APPROVAL PRIOR TO FROCEEPING WITH INSTALLATION.

SCALE: 1/16" = l'-0"
©
©
©
r
i
©
(C) AVAILABLE FROM BOURBON VALLEY CO.,
RAIL FENCING, CIE LUMBER, (909) 828-3531.
5'-3"
(3) SHAPE SYSTEMS CUSTOM FABRIC SHAPE SAILS (F) ANP /GA QTY FOUR (4) FIER MOUNTEP SUPPORT COLUMNS.

LEGENP:
(1) PERO CUSTOM CITY LOGO HOOF BIKE
- RACK. FOWPER COATING TO BE BLACK'.

IN-GROUNP MOUNT FER MANUFACTURER'S
CURRENT RECOMMENPATIONS. CONTACT
PERO BIKE RACK CO., PETER LEMIEUX,
(415) 425-562.
(1) SHAPE SYSTEMS CUSTOM FABRIC SHAPE SAILS (M, (B), ANP (O). QTY FIVE (5) PIER MOUNTEP SUPPORT COLUMNS.
(2) SHAPE SYSTEMS CUSTOM FABRIC SHAPE SAILS (D) ANP (E).

QTY FOUR <4/ PIER MOUNTEP SUPPORT COLUMNS.
@ SHAPE SYSTEMS CUSTOM FABRIC SHAPE SAIL /HA QTY THREE
<3/ PIER MOUNTEP SUPPORT COLUMNS.

TITLE

DRAWING

APPROX WEIGHT
LBS.

APPROX SURFACE
SQ. IN.
d
©
ml
©
©
SCALE: 1/16" = l'-0"
(2) 3^" PRESSURE-TREATED DOWELED
LODGEPOLE PINE RAILS.

UNPERGROUNP SERVICE
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/ (1)5 1/4* X S 1/41 X 1/2" CEP KNCCKCtr
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Jesse Sanchez 10/9/25
10/10/25
10/10/25
∅
∅
±
±
∅
∅
∅
∅
∅
7'-6"
CLEAR
9'-5"
REF
4'-0"
REF
FINISH GRADE.

MOUNTING VARIES

BASED ON ENGINEERING
REQUIREMENTS.
8'-0"
9'-0"
12 4
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.04
·
386
161
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 8 O.C.
—
|
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03 3 A[ I I ]1
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(3) COMPACT, MOISTURE CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT.

A
C A
1100
@ 2% U-BOLT BRACKET FOR FABRIC ATTACHMENT TO LINE / END POSTS.

A
2‘x6"x6 GA. V-FOLD PANEL.54" DEEP (MIN.) x 12 CONCRETE FOOTING. FINISH <7 DWG. NO.
6 GA. PRE-FABRICATED WIRE WORKS PLUS PANEL.FINISH GRADE PER PLANS. UNFINISHED WEIGHT: LBS LEGEND;
3 BIKE PARK MAINTENANCE GATEI BIKE FARC PERIMETER FENCE 2 BIKE FARC BIKE RACK C C C4‘-6" O.C. 10'-0" O.C./ 4$ C C2_Y — ANCHOR SPAN POSTS TTPLEGEND:4 ANCHOR SPAN — POSTS TTP.
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V.
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w NOTES:-
6lX6l DOUGLAS FIR WOOD POST WITH 1/2" CHAMFER AT
TOP. WOOD TO BE CUT AND DRILLED, THEN TREATED.

II |i
x 6" LAG BOLT (1) CENTERED ON POST CORNER
@1-1/2'
NVC
TIGHTEN ALL WIRES TO 280 PSI.
® £
II
ALL WIRE HARDWARE SHOULD BE STAINLESS STEEL.

Shade Al.

D.) 5 3-UJI RE HABITAT FENCE “I PLAZA ADA PICNIC TABLE•shadesystemsinc com LEGEND:

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SHEETSSHEET
4 HEXAGONAL SHAPE STRUCTURE 6 BLEACHER 8 TRAILHEAP KIOSK

JESSE SANCHEZ
CALL:

RJM
(ICC7 V]
4 21/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL Z
X

ELEVATION FRONT VIEW
SCALE: NOT TO SCALE

ELEVATION SIPE VIEW
SCALE: NOT TO SCALE

TWO WORKING DAYS

BEFORE YOU DIG
f
1 I
I
TED (-
FAX:

HANDLE BAR

BIKE PARK RACK

FT WELDMENT
DATE
9/19/22
INCHES
INCHES
SQ. INCHES
42 NORTHERN STACKS DR., STE 100
MINNEAPOLIS, MN 55421

REVISIONS

DESCRIPTION

INITIAL RELEASE
LAl
A
,___ __
0 ---
I I
I
| DATE
9/19/22
11=0
=1110

DIMENSIONS ARE IN INCHES
TOLERANCES:

SEE DRAWING FOR

SPECIFIC TOLERANCES

PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF
THE DERO BIKE RACK COMPANY. ANY

REPRODUCTION IN PART OR AS A WHOLE

WITHOUT THE WRITTEN PERMISSION OF

THE DERO BIKE RACK COMPANY IS
PROHIBITED.

PLAN VIEW -

CHANGE IN DIRECTION
g
II

COMPACT, MOISTURE CONDITIONED SUBGRADE PER
SOILS REPORT.

TIMBERHOMES VERMONT A'

TIMBER FRAME TRAILHEAD
KIOSK. STANDARD CLASSIC
MODEL. CONTACT MIRACLE

PLAYGROUND SALES

REPRESENTATIVE, EDDIE
LOZADA (800) 264-1225.

ROOF TO BE 'STANDARD
SHADE SYSTEMS SO1

DIAMETER MULTI-LEVEL

HEXAGON SHADE
STRUCTURE. 10' EAVE,
PIER MOUNTED COLUMNS.

CONTACT MIRACLE

PLAYGROUND SALES

REPRESENTATIVE, EDDIE
LOZADA (800) 264-1225.

INSTALLATION PER

MANUFACTURER'S
CURRENT DETAILS.

NATIONAL RECREATION
SYSTEMS 21' 5-ROW

ALUMINUM ADA SERIES

MODEL BLEACHER WITH

PICKET GUARDRAIL
SYSTEM. CONTACT

GREAT WESTERN, KJ
LeCESNE (619)
816-6623. ANCHORING
4 INSTALLATION PER

MANUFACTURER'S
CURRENT DETAILS.

T'xl0" PHOTOLUMINESCENT ALUMINUM EMERGENCY
EXIT SIGN, MODEL *NHE-6130, TO BE MOUNTED ON
PUSH SIDE OF GATE. AVAILABLE FROM
COMPLIANCE SIGNS, (800) 518-1245, OR
APPROVED EQUAL.

LOCKABLE TOP-SWINGING
DOOR FRAMED IN 'CHERRY'.

INSTALLATION PER

MANUFACTURER'S CURRENT
DETAILS.

PERO HANDLE BAR BIKE RACK POWDER COATING TO
BE BLACK'. CONTACT DERO BIKE RACK CO., PETER
LEMIEUX, (415)425-1562. IN-GROUND MOUNT PER

MANUFACTURER'S CURRENT RECOMMENDATIONS
DRAWN
CALC. CUT

ACTUAL CUT
SURF. AREA
|
I
4" TUBULAR STEEL SQ. MULLION POST INSTALLED
WITH LATCH THROW STRIKE FOR PANIC BAR.

LEGEND:

PRE-FABRICATED WIREWORKS FENCE PER DETAIL 1,
SHEET L-2.04.
l
CABLE

CONNECTION

ENLARGEMENTS,
NTS
L)
0 ()
PLAN VIEW___________
SCALE: NOT TO SCALE
PLAN VIEW___________
SCALE: NOT TO SCALE
1 I
4 [0 TWO (2) HEAVY DUTY SPRING LOADED GATE HINGE.

TWO (2) HINGES PER GATE BY: JANSEN
ORNAMENTAL SUPPLY CO., MODEL NO. BHRD5, OR
EQUAL. (800) 423-44*34. SECURE PER
MANUFACTURER'S SPECIFICATIONS.

Mg]"
SIZE
A
SHEET! OF 2
INSTALLATION NOTE:

CONTRACTOR TO CONFIRM

INSTALLATION LOCATION OF

HABITAT FENCING WITH
CITY'S PARKS 4

RECREATION DEPARTMENT

PRIOR TO COMMENCEMENT
OF WORK.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
0 P.
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NAME
JL
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REV.

A
REV.

A
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I
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6" WIDE CONCRETE BAND PER DETAIL 6, SHEET
L-2.01.

DESIGN PATE PREPARED: 9/09/2025
GROUP
4 1

DEFERRED SUBMITTAL ITEM
NOT INCLUDED 4 NOT REVIEWED
1 OF 5 SHADE STRUCTURES
(612) 359-0689
: (612) 331-2731
--- . ft
os

SEE BOM

DO NOT SCALE DRAWING
@ INSTALL KNOX BOX PER CURRENT SAN DIEGO COUNTY FIRE AUTHORITY CODES.
©
(B) CONTRACTOR TO INSTALL PER MANUFACTURER'S CURRENT RECOMMENDATIONS. INSTALLATION SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY CONTRACTOR. ©
©
4 ■
1—I
©
©
©
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I
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r -
I j I
i
©
©
(3) 'VON DUPRIN' PANIC BAR DEVICE, 22-F RIM FIRE
- EXIT DEVICE, MODEL *AX-22-L-F-SF28-06 -CYL-4'
(AX-ACCESSIBLE DEVICE / L-LEVER / F-FIRE EXIT
DEVICE / SP28-SPRAYED ALUMINUM FINISH /
CYL-CYLINDER RIM 32l6 / 4' WIDTH/. DISTRIBUTED

BY INGERSOLL RAND SECURITY TECHNOLOGIES,
(626)359-5555. MOUNT PANIC BAR TO PANIC /
KICK TUBE WELDED TO GATE END. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
©
ELEVATION: ENTRY GATE (FROM INTERIOR OF BIKE PARK?
SCALE: 1/2" = I'-O"
NOTES
@ WIREWORKS COMMERCIAL WELDED WIRE STEEL FENCE PRODUCTS AVAILABLE FROM AMERISTAR FENCE (888) 333-3422. COLOR TO BE BLACK'.
27 I
/
I
I
/
@ CONTRACTOR TO INSTALL PER MANUFACTURER'S CURRENT
RECOMMENDATIONS. INSTALLATION SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY CONTRACTOR.

L
I
NOTES
@ WIREWORKS COMMERCIAL WELDED WIRE STEEL FENCE PRODUCTS AVAILABLE FROM AMERISTAR FENCE (888)333-3422. COLOR TO BE BLACK'. ©

J STAINLESS STEEL WASHER, CUSTOMIZED TO ACCEPT
INVISIWARE RECEIVER.
(5) INSTALL 10‘x2‘x3" GALVANIZED PANIC / KICK TUBE
- PLATE WITH MESH WELDED ALL AROUND.
©TURNBUCKLE AT EACH ANCHOR SPAN AND INLINE AT
2001-0" O.C., TYP. /AT LEAST ONCE IN LESS THAN 200',
STAGGER EVENLY AS SHOWN? - THE CABLE CONNECTION- PART SIDTTLL14SS, (115)885-1443. ©
(n) 10"x2"x4" END PLATE TO BE FLUSH WITH GATE END.
^"x2" PLATE WILL COVER END OF PANIC TUBE.
12 CONCRETE FOOTING (3,000 PSI?. SAC FINISH SMOOTH
TOP OF FOOTING. SLOPE TO DRAIN.

UNDERGROUND SERVICE
_ ALERT

MATERIAL

SEE BOM
l0'-5"
PPR(
®
LEGEND:
© 2%" SQ. x % GAUGE WIREWORKS PLUS STEEL POST.
1—
J
mmAmmmm
I I
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Carlsbad
5'-2"
r
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$-8 SWAGING STUD AND INVISIWARE RECEIVER SYSTEM.

INVISIWARE RECEIVER TO BE COUNTERSUNK 1/4" INTO 0x0 NO CAP POST. ©SIGNAGE AT l50'-0", CONTRACTOR SHALL COORDINATE
SIGNS WITH OWNER.
—mlf
6 l
2" CLEARANCE
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ANCHOR SPAN
©ANCHOR SPAN POSTS OCCUR AT BEGINNING,
ENDING, AND ALL CHANGES IN DIRECTION.
(B)WIRES AND T-STAKES AS MANUFACTURED BY
GRIP-RITE.
(C) WIRES TO BE WRAPPED AROUND HOOKS ON
T- ST AKE.
©CONTRACTOR TO SUPPLY SHOP DRAWINGS OF
— FENCE LAYOUT AND POST /HARDWARE CONNECTION.

LEGEND:
1 GALVANIZED STEEL T-STAKE POSTS /PART -TPO25HG) © S-GAUGE GALVANIZED BARBLESS STEEL WIRE /PART MFG. GRIP-RITE, (800)616-1111. “ *SUG8l00) GRIP-RITE (800) 616-1111. f
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I I I II II II III III III III III
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I
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POST/WIRE

CONNECTION

ENLARGEMENT,
NTS—
N
LEGEND:
(1) EMUAMERICAS, LLC 'SID' ADA PICNIC TABLE WITH
BOLT-DOWN BRACKET. /MODEL *Al8214-22-404)
COLOR TO BE '22 IRON + 404 WALNUT.' CONTACT
STEVE PRESCOTT (310) 544-00*38.
ill
I
I
Jesse Sanchez 10/9/25
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.05

DESCRIPTION

GORIC HALF BALL COLOR SCHEDULE
386
162
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 4
13 81
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CHECK WITH MANUFACTURER OF INSTALLED
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II 2 1 । 11=1>2"20,V no'
4 (8) HALF BALLS TO BE INSTALLED
— AT A MAXIMUM OF 12" FROM
r r ( d o' 1
01 2 LEGENDA) F' r r r no' o' o' o' o' ■
A
271 EDGE TO EDGE.n4
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— RESILIENT SURFACING DETAIL.

AD n n n F F F nn o' o' o' o'
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1 1
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n n n n Lo' n LO' n LO' n LO' n LO' n nn o' o' o' o' o' o' o' o' o'- 1a COMPACTED, MOISTURE-CONIP ITIONED SUBGRADE PER SOILS REPORT.X 24 4 44 4 <
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II
APJACENT CONCRETE PAVING OR DECOMPOSED GRANITE PATHWAY.5 PER PLAN 6 SECTION - PLAT SURFACING MOUND
SCALE: 1" = 1‘-O
II
3 LEGEND: Z [3
SLEEVE-IT SP-I SYSTEM PER RETAINING UALL ENGINEER PRAUINGS. 3)7 122 X GEOGRIP PER RETAINING UALL ENGINEER PRAUINGS. 2 12
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3)72) Z
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6 RET. UALL 4 GUARDRAIL

SHEETSSHEET
4 FLAT SURFACING MOUND 5 HALF BALL FEATURE

JESSE SANCHEZ
CALL;
RJM
(ICC MTV]
<2 21/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL(h nt REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TUO WORKING PAYS

BEFORE YOU PIG
N
s
s
s
s
s
s
st
st
5+
N
s
st
st
st
st
st
st
st
5 FROM
TOE OF
SLOPE
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RESILIENT SURFACING CONCRETE SUB-BASE.
(6) TWO (2) *4 REBAR CONTINUOUS, TOP 4 BOTTOM AT
7 TOE OF SLOPE THICKENED EDGE.
() ADJACENT CONCRETE PAYING PER PLAN, SEE
— DETAIL 2, SHEET L-2.01
’ 45
2 x s )
J
10 NOTES:

RESILIENT SURFACING SHALL BE INSTALLED
WITH UY ALPHATIC BINDER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
4 d
(E w 0
NOTES:

RESILIENT SURFACING SHALL BE INSTALLED
WITH UY ALPHATIC BINDER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.

CONCRETE ANCHOR AT IS" O.C. OR WEDGE
ANCHORS AT 30" O.C.
(3) RESILIENT SURFACING TO HAYE SMOOTH RADIUS
- TRANSITIONS AT TOP 4 TOE OF SLOPE.
(4) COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER
r GEOTECHNICAL REPORT.

PATTERN: DARK BLUE
COLOR: 100% - DARK BLUE (RAL 5010)
BY: PER SPECIFICATIONS
BROW PITCH - TYPE 'B' - PER SPRSP PUG. NO D-15 PER CIVIL ENGINEERING PRECISE GRACING PLANS. 3" CONCRETE SLURRY TO COVER TOP OF SLEEVE IT SYSTEM.

POURED-IN-PLACE RESILIENT RUBBER SURFACING U/ 1/2" MIN.

UEARING COURSE. 4" MIN. CUSHION PERTH (1/2" UEARING COURSE 4 3-1/2" RESILIENT SURFACING/. REFER TO SPECIFICATIONS FOR RUBBER PERTH, MANUFACTURER RECOMMENPATIONS ANP REQUIREMENTS.

CUSHION PERTH TO BE PETERMINEP BY FALL HEIGHT.

PATTERN: GRAY
COLOR: 100% - GRAY (RAL 1038)
BY: PER SPECIFICATIONS.

PATTERN: LIGHT BLUE
COLOR: 100% - BLUE (RAL 5015)
BY: PER SPECIFICATIONS.
)
0 X4 )
LEGENP:

SYNTHETIC TURF MOUND IN PLAY AREA WITH
RESILIENT SURFACING CUSHION COURSE.

SYNTHETIC TURF TO BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.

X
s
)
L
1/4" VINYL COATEP STAINLESS STEEL SPUN AIRCRAFT CABLE SECURE TO POST.
2" PIA. STP. P.C. POST UITH CAP AT 51 O.C. /MAX./ ANP AT ALL CORNERS.
\
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1 ■ *a
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
I

ELEVATION
SCALE:1/2" = 1-0
\
\
\
\
®
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m
111
& Recreation Departm
DESIGN PATE PREPARED: 9/09/2025
GROUP
(5)=ILLImT= i I=I । —1 i11 1"
ITLTL
LEGENP:

RESILIENT SURFACING. DEPTH RATED FOR REQUIRED
FALL HEIGHT. SEE SPECIFCATIONS AND DETAIL 1, SHEET
L-2.02
(2) 4"
\ I
®
© Q
v2 l
> 5
®
©
@
®
©
0 NOTES:
(A) RESILIENT SURFACING SHALL BE INSTALLEP UITH UV ALIPHATIC - BINPER. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
(B) PROYIPE SUBMITTALS FOR AIRCRAFT CABLE ANP POST/ FENCE RINGS FOR PEVIEU ANP APPROVAL PRIOR TO CONSTRUCTION.

SLAB THICKNESS.
©COMPACTED, MOISTURE-CONDITIONED
SUBGRADE PER GEOTECHNICAL REPORT.
©
HE IGHTS/CLE ARANCES.
(E) ALL CONCRETE CEMENT TO BE TYPE 11, MINIMUM
— COMPRESSlYE STRENGTH OF 3,000 PSI.
©
(C) SEE STRUCTURAL ENGINEER PRAUINGS FOR RETAINING UALL - REINFORCING.
(6) RESILIENT SURFACING SHALL BE INSTALLEP BY A
- PRE-QUALIFIEP INSTALLER, N.P.S.I. CERTIFIEP, 4 SHALL MEET THE REQUIREMENTS BY THE MANUFACTURER.
(C) ALL CONCRETE CEMENT TO BE TYPE II, MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.

SUBMIT 12"X12" COLOR SAMPLE OF FINISHED

PRODUCT TO THE CITY FOR REYIEW AND
APPROVAL PRIOR TO INSTALLATION.
(D) ALL CONCRETE CEMENT TO BE TYPE 11, MINIMUM
- COMPRESSlYE STRENGTH OF 3,000 PSI.
(F) REFER TO RESILIENT SURFACE COLOR
— SCHEDULE, SHEETS L-2.12, L-2.14, 4 L-2.15.
©
©
© ©
LEGENP:

X(1) SMALL HALF BALL.
(0' w
$
4 UNPERGROUNP SERVICE
_ ALERT
(2) UELLS CONCRETE WORKS PRECAST CONCRETE
7 TRAPEZOIPAL ENP TABLE UITH RECYCLEP LUMBER
SLATS. CONCRETE COLOR TO BE LIGHT TAN' UITH
MEPIUM SANP EXPOSED. UOOD TO BE IPE. CONTACT
UELLS CONCRETE WORKS, MAYSUN UELLS (805)
215-8302.

E| 11=| 11=| 11=| 11=| 11=| 11=| 11=| 11=| 11=| 11=| 11=| | IE

LLLLLLLLTLTI--
AIN-——I—IETN
(3) WELLS CONCRETE WORKS PRECAST CONCRETE

CLASSIC LOUNGE BENCH UITH RECYCLEP LUMBER
SLATS. CONCRETE COLOR TO BE EQUAL NUMBER OF
'GREEN,' 'WINE REP,' BLUE,' 4 BAMBOO' UITH MEPIUM
SANP EXPOSEP. UOOP TO BE IPE. CONTACT UELLS
CONCRETE UORKS, MAYSUN UELLS (805) 215-8302.
(4) RESILIENT SURFACING CUSHION COURSE ONLY
— UNDER SYNTHETIC TURF LAYER. DEPTH RATED
FOR REQUIRED FALL HEIGHT. SEE
SPECIFICATIONS.
(3) 4)" CONCRETE SUB-SLAB, TYP. CONCRETE TYPE C-3250. SEE 7 SPECIFICATIONS. MAINTAIN POSITIVE PRAINAGE TO PRAIN INLETS. SEE GRADING ANP PRAINAGE PLAN FOR ELEVATIONS 4 PRAINAGE
PESIGN.
(4) 95% COMPACTEP CLASS II ROAP BASE.
(5) COMPACTED, MOISTURE-CONPITIONEP SUBGRAPE PER GEOTECH REPORT.
() *4 HORIZONTAL REBAR AT 18" O.C., CONTINUOUS, EACH UAY. () *4 REBAR SPEEP-POUEL MOPEL NO. PSP l2/*4 TS. UITH PSD/*4 BL 1 BASE, CENTEREP IN SLAB. CONTACT: AZTEC CONCRETE
ACCESSORIES (800) 531-3355.
_ City of
Carlsbad
NOTES:
(A) ALL HALF BALL RESILIENT
- SURFACING PLAY FEATURES
AVAILABLE FROM GORIC, (811)
461-4281. INSTALL PER

MANUFACTURER'S
RECOMMENDATIONS.

LEGENP:
(1) WELLS CONCRETE WORKS PRECAST CONCRETE
7 CLASSIC LOUNGE CHAIR UITH RECYCLEP LUMBER
SLATS. CONCRETE COLOR TO BE EQUAL NUMBER OF
'GREEN,' 'WINE REP,' BLUE,' 4 BAMBOO' UITH MEPIUM
SANP EXPOSEP. UOOP TO BE IPE. CONTACT UELLS
CONCRETE UORKS, MAYSUN UELLS (805) 215-8302.
1Us 08% = 1
4 2
(
—ml
llne
=i 11=111=111=111=1 il=l 11=111=111=11|:
-l l ——HI =l11=111-
1 I
P
11=11 — 11=111=111=111=111=111=111=111=111=111=1
1117756/—1
-1-
=i 11=111=111=111=11 — - । n^----------------
JIIII
50202020000Stoporptortop
000900090009000— 2000-0000-0000-0000-0
© 4)"
— REINFORCEMENT.
(B) RESILIENT SURFACING SHALL BE INSTALLED BY
— A PRE-QUALIFIED INSTALLER N.P.S.I. CERTIFIED

AND SHALL MEET THE REQUIREMENTS BY THE
MANUFACTURER. THE INSTALLER SHALL HAVE
COMPLETED AT LEAST 10 PROJECTS SIMILAR IN
SIZE AND SCOPE IN THE LAST FIVE (5) YEARS.
(C) SYNTHETIC TUR LAYER 4 RESILIENT SURFACING
1 CUSHION COURSE TO HAYE SMOOTH RADIUS
NOTES:
@ SUBMIT SCALE SHOP PRAUINGS FOR REVIEU ANP APPROVAL PRIOR

TO CONSTRUCTION
0022208222082020822000207200201
/Q%
5 (B) RESILIENT SURFACING SHALL BE INSTALLED BY
— A PRE-QUALIFIED INSTALLER N.P.S.I. CERTIFIED

AND SHALL MEET THE REQUIREMENTS BY THE
MANUFACTURER. THE INSTALLER SHALL HAVE
COMPLETED AT LEAST 10 PROJECTS SIMILAR IN
SIZE AND SCOPE IN THE LAST FIVE (5) YEARS.
(C) CONTRACTOR SHALL SUBMIT 12"XI2" COLOR
— SAMPLE OF FINISHED PRODUCT TO THE CITY

FOR REYIEW AND APPROVAL PRIOR TO
INSTALLATION.

Z(3) LARGE HALF BALL.
(4) HALF BALL MOUNTING BOLTS PER
1 MANUFACTURER, DIFFER FOR EACH SIZE.
(5) RESILIENT SURFACING WEAR COURSE.
(6) RESILIENT SURFACING CUSHION COURSE.
(1) CONCRETE SUB-BASE FOR RESILIENT
- SURFACING, PER DETAIL I, SHEET L-2.02.
©COMPACTED, MOISTURE-CONDITIONED
SUBGRADE PER GEOTECHNICAL REPORT.
(9) 6‘ SAFETY ZONE FROM HALF BALLS PER
7 MANUFACTURER'S RECOMMENDATIONS.
(o) ADJACENT CONCRETE PAYING PER PLAN.

SECTION - GRAVITY WALL CONDITION
SCALE:l/2" = 1-"
(3) RESILIENT SURFACING ADJACENT TO SYNTHETIC
— TURF MOUND INCLUDES CUSHION COURSE 4
COLORED WEAR COURSE. DEPTH RATED FOR
REQUIRED FALL HEIGHT. SEE SPECIFICATIONS.

C
X

SECTION - AT GRAPE CONDITION
SCALE:1/2" = r-0"
(5) 4^" CONCRETE SUB-BASE WITH *4 REBAR ® IS1

0.C., CONTINUOUS, BOTH WAYS AT CENTER OF
T[IM
© REFER TO RESILIENT SURFACE COLOR SCHEDULE, SHEETS
L-2.12, L-2.14, 4 L-2.15.

PLAN____________
SCALE.3/6 = 1-"
4 Jesse Sanchez 10/9/25
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.06
B
--
A
--
386
163
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 20‘ 2'
II
3 13' I
0 34
II
&()
•*-(h)
1 STANDARD 2
II
14 [
2 1ft14/ O152 6 ciA
/13 f (3) DIA INSERTS()0) &30)eft
t RECYCLINI
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I
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(
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■ —5n i i—j PLAN VIEWJ I
*
<7
LEGEND:AA A
184 A<7 ll_ =
8A A
n
AA A
4 1 22JJ —I
A
A - AAZ 4<7 A
20 <]
3 AA A CM <11’7 Z 11
<7 AA A CM
I4 — — —TI m ■
n m m m m m m j— j— j— — — — — n13 ri, , i i
—— - - 8
—ELEVATION
III II — I — I — I — I — I — I — I — I — I — I SCALE: 1/2" = 1‘-O"— I — I — I — I — I — I — I — I — I I — II I I I I ■ 4 3 12x A 2 2 A<7 A
20A
20 A ACM <74 4—
A A
A
<]A A4 13 13
AA 4 A .

NOTES:A4
<0
2 11
12 ii
36 ()
4A
4 £ aLEGEND: (CONT.)VOID A10 - 4
J 4
*4 CORNER DOWELS AT 12" O.C. IN PILASTER FOUNDATION.
2 FINISHED GRADE.A
A.(h)4 .

PLANS. -t 14 A 4<7 4 4
2SECTION VIEW4
B.
4 4<]A
PILASTER 4 MONUMENT SIGN CONCRETE FOUNDATION. — 1A
11 163
A
22" BOTTOM OD.4CM
C.JJ A

ELEVATION VIEW
*5 VERTICAL REBAR x _ ANCHORS AT 18" O.C.2LEGEND: DATE: FILE NO.

CONSTRUCT! ON-PETAIL 8/121-( A2832V
*41 REBAR AT 16" O.C. AT TOP OF PILASTER. PRAWN BY:

LALIFORNIA-WASTE-CONT/OR-CAL2S32W-ATHREE (3) *4 HORIZONTAL REBAR AT TOP OF PILASTER.

PRODUC
OF
*4 VERTICAL REBAR AT 16" O.C. QC ITEM NO.

PROJECT-NAMEVOID UITHIN 8" CAST-IN-PLACE CONCRETE PILASTER. *4 HORIZONTAL REBAR AT 12" O.C.
*5 REBAR x _ AT 24" O.C., 3" CLR. FROM ALL EDGES.
*41 REBAR AT l6" O.C. AT TOP OF FOOTING.
2 LANDFILL / RECYCLE / COMPOST RECEPTACLE
L
11 JA
3‘A
1 MONUMENT SIGN
AA
2 4
6 AA
A
8 45 6
A
—
MrJ 101 1
A
0- :
1 12
II
A
<7
^A
VOA
A
A () A
J4
EXPANSION JOINT UHEN ADJACENT TO CONCRETE PAYING. SEE DETAIL 3, SHEET L-2.01. 4

A A A A
8 11< A 4 A
1 A
3 3 3 3 662 3
4 4 IIIIFULL BOX ADJACENT TO LIGHT FIXTURE FER ELECTRICAL FLANS,3‘ 11 58 3 IE8 A A
A
ADJACENT CONCRETE PAYING OR DECOMPOSED GRANITE TRAIL PER PLAN.12 1 ——1 3
A
A
/ IT
FINISH GRADE PER GRADING PLANS.
13 1
0 24 x S' DEEP CONCRETE FOOTING AT PEDESTRIAN LIGHT FIXTURES. mi 11524
II
. HF /15 A A
4 4
CONCRETE CURB AT PARKING AREA PER CIVIL ENGINEERING PLANS.15 A
A
14 PAYEMENT SECTION AT PARKING AREA PER CIVIL ENGINEERING PLANS. ()4 A4 r i
A
14 0
eft
16 *3 HORIZONTAL REBAR TIES AT 12" O.C.
31416 THREE (3) *3 HORIZONTAL REBAR TIES AT TOP OF CONCRETE FOOTING.2 A 416 SIX (6) *5 YERTICAL REBAR ANCHORS.
le
24 II
12 12
n
II
24 SHEETSSHEET
3 LIGHT POLE FOOTING

JESSE SANCHEZ
CALL:

RJM
(ICC7 V]4 21/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL MI
=l
A

TUO WORKING PAYS

BEFORE YOU PIG

PCONCRETE

PAYING OR
4 PAP, REFER
*2 REBAR

YERTICAL
PROJEC
NAME
—
4 CUSTOM LID TO ATTACH AT

TOP AS SHOUN IN IMAGE
r
DC
*2 REBAR

HORIZONTAL
PLAN VIEW - 1
TYP. FEP. LIGHT
SCALE: 1/2" = 1-0

SECTION -

ON PIER IN

LANDSCAPE
SCALE:" = 1' -011
I'
Z
)
4 A
Y
o
I I I

COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER
GEOTECHNICAL REPORT.
= Q
0 )
*4 HORIZONTAL REBAR TIES AT 18" O.C. THROUGH GRADE
BEAM BLOCK. CENTRAL REBAR TO BE BETWEEN MONUMENT
SIGN FOOTING REBAR ANCHOR 4 VERTICAL REBAR.

CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE

MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE

PROJECT GEOTECHNICAL REPORT AYA IL ABLE AT THE TIME OF
PREPARATION OF THESE DOCUMENTS. PRIOR TO START OF

CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AND REVIEW THE

RECOMMENDATIONS CONTAINED IN THE LATEST AND FINAL APPROYED GEOTECHNICAL REPORT SPECIFIC TO THIS PROJECT. THE

CONTRACTOR SHALL PROVIDE ADDITIONAL CONCRETE, REINFORCING,

SUB-BASE MATERIALS, SUB-BASE PREPARATION SUCH AS
COMPACTION, MOISTURE CONDITIONING, ETC., AS MAY BE REQUIRED BY THE LATEST AND FINAL APPROVED PROJECT GEOTECHNICAL REPORT. 6" MIN.

TYP.

CONCRETE LIGHT PAD. SEE PLANS AND DETAIL 2, SHEET L-2.01. COLOR AND FINISH TO MATCH ADJACENT CONCRETE.

CONCRETE PIER. CONCRETE PIERS COLOR AND FINISH OF ALL EXPOSED CONCRETE TO MATCH SIDEWALKS. PROVIDE I" CHAMFER AT TOP. SEE SPECIFICATIONS.

COMPACTED, MOISTURE CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT. SEE SPECIFICATIONS.
<4
4 FOUR (4) *4 HORIZONTAL REBAR AT TOP 4 BOTTOM OF PILASTER FOOTING.

CREATIVE MINES CRAFT PEAK LEDGE STONE VENEER,
COLOR TO BE BISON', ADHERE WITH MORTAR.

O
LEGEND:

LIGHT POLE AND LIGHT FIXTURE PER ELECTRICAL PLANS. SEE ELECTRICAL PLANS 4 DETAILS FOR POLE TYPES.

NOTES:

PULL BOX LOCATIONS SHALL BE VERIFIED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION.

ALL EXPOSED CONCRETE PIERS TO MATCH ADJACENT PAYING. SEE DETAIL 2, SHEET L-2.01.

DECORATIVE PYRAMIDAL (4-SIDES) PILASTER WITH NATURAL
GRAY CONCRETE 4 TOP-CAST FINISH NO. 150. CREATIVE MINES

CRAFT FOOTHILL RUBBLE STONE VENEER, COLOR TO BE
TOASTED’, ADHERE WITH MORTAR.

STAINLESS STEEL CITY OF CARLSBAD LOGO TO BE PIN
MOUNTED.

If
J:
*4 DOWELS AT 12" O.C., ALTERNATE DIRECTION
HORIZONTALLY, EXTEND 36" FROM PILASTER FOUNDATION
INTO MONUMENT SIGN FOUNDATION.

INSTALL ANCHOR BOLTS, MOUNTING PLATE, AND ALUMINUM BASE COYER PER MANUFACTURER'S SPECIFICATIONS. BASE PLATE AND COYER COLOR TO MATCH LIGHT POLE.
— AE
2"DIA. DRAIN
HOLE C
eft
CONCRETE BROW DITCH - TYPE 'B' - PER SDRSD DWG. NO D-15 PER CIVIL ENGINEERING PRECISE GRADING PLANS.

INSTALLATION AND MOUNTING

HARDWARE PER

MANUFACTURER'S DETAILS AND
SPECIFICATIONS.

CONTRACTOR TO ENSURE
PROCUREMENT OF 26 GALLON
PLASTIC LINER (QR-PL28)

STAINLESS STEEL PIN MOUNTED LETTERING IN MYRIAD FRO'
FONT STYLE. COLOR TO BE DARK GRAY'.

CAST-IN-PLACE 'NATURAL GRAY' CONCRETE CAP WITH SMOOTH
TROWEL FINISH. THICKNESS AS NOTED
=L
'.J
।

LID, LOGO, AND LETTERING

DESIGN AND COLOR TO BE

DETERMINED BY THE TYPE OF
RECEPTACLE. ALL FONTS TO
BE MYRIAD PRO BOLD'.

THREE (3) *4 HORIZONTAL REBAR AT TOP 4 BOTTOM OF
MONUMENT SIGN FOOTING.
26 GALLON

PLASTIC
LINER
(QR-PL2B)
Q
PLAN VIEW - 1
TYF. PED. LIGHT
SCALE: 1/2" =
. A
< 4
—
s
CM

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
Q
I
i0

QCP PRECAST 'CALIFORNIA

ROUND' CONCRETE TRASH

RECEPTACLE, MODEL
*QR-CAL2832U-A24. LID TO BE

A CUSTOM PLASTIC COVERING
AS SHOWN IN IMAGE.

RECEPTACLE COLOR TO BE
'LATTE' WITH 'LIGHT
SANDBLAST (LSB) FINISH.

CONTACT QCP, BRIAN GOTZ
(951) 256-3221.

Q
I
in
c 0
Q )
CM
TO

CONSTRUCTION
A //
DESIGN PATE PREPARED: 9/09/2025
GROUP
A
jr
ih
2 'RECYCLING' LETTERING.

RECYCLING ICON. COLOR

TO BE BLUE'-
'COMPOST' LETTERING.

PLANT SPROUT ICON.

COLOR TO BE 'GREEN'.
'LANDFILL' LETTERING.

DUMP TRUCK ICON. COLOR
TO BE GRAY'.

SECTION -
TYF. FED.

LIGHT
SCALE^M'-O"
Q )
□F
Q
I
ift
4 <7
—
A
rn
(
A
m
©

SECTION A- PILASTER AND FOOTING
SCALE: 1/2" = l'-0"
J
SECTION B-MONUMENT SIGN /END?
SCALE:l/2" = \'-0"
2 T—
©
PLAN
TYPE:

Q.3
6 /
©
in iyg
SCALE:
2^ = |'
PC. NO.

Q
O
do
CM
A
II
(
2"
I
0 Z
/
1 V
Q
I
s
_ City of
Carlsbad
Parks & Recreation Department
D (
Q
I
+
—
6‘
DIA. DRAIN HOLE
/CENTERED?
6‘-8
—<7—
©
(
WITH (3) 2" DIA X
4 i" L ANCHOR
BOLTS.
©
©
()

SECTION -

ON PIER IN

PARKING
AREA
SCALE:"=1-0"
(4)
L
_C
©
6 (
©
©
©
©
A
-----<7
©
©
©
■ 4
©
©
©
©
©
@
©
©
@
A
^COMPOST
2 ।
CM
PLAN
l'-0"
o
o
_C
2l'-4"
2" DIA X 4" 1
DEEP GROUT!

POCKET FOR
ANCHOR
BOLT

ATTACHMENT
O
1 A
24’DIA. UD A24

SECURITY CABLE & BOLT
(QR-PL27B) 19"DIA. TOP x 27 1/2"HT. 26 GAL PLASTIC UNER 6‘-8"
2‘-5"
©
© ©
©

UNDERGROUND SERVICE
_ ALERT
——
A
I3'-I"
NOTES;
(A) ALL PROJECT SIGNAGE AND MONUMENTS
- SHALL REQUIRE A SEPARATE PERMIT

UNDER THE CITY OF CARLSBAD SIGNAGE
REVIEW PROCESS.

N Il l
‘s,,

PIER CAP ENLARGEMENT
SCALE: 1" = l'-0"
SHEET
-AP4
1=11—I I I—
I"
—
—
—
LU o # Q — III
50 l2'-2"
sC
1 I______
bi
l"
8"
(B) SQUARE FOOTAGE OF SIGN FACE = 84SF

SQUARE FOOTAGE FOOTPRINT /PLAN
VIEW? OF SIGN ABOVE GRADE = 55 SQ. FT.
8" THICK CAST-IN-PLACE COLORED CONCRETE MONUMENT
SIGN WITH BOARD-FORM FINISH. CONCRETE COLOR TO BE
DAVIS COLORS 'SANGRIA', 4 FINISH TO BE 2"x8" (V2"x4"
NOMINAL SIZE? BOARD-FORM.

LANDFILL

1. •7 •7
bi

J FOUNDATION
SCALE: 1/2"
24"
• A
A
——
4'
8"
QCP
Quick Crete Products Corp.
(951) 737-6240

WWWQUICKCRETE
13"
3"
48"
8"
Lo
3"
Jesse Sanchez 10/9/25
10/10/25
10/10/25
386
164
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 LEGEND:"7
5 12
T
6 I
48" O.C. (MAX.) 1|
WALL C1s ■
U2
T
13 11
■ 12
14 —
221
3UALL B 2
©
1 1 I
0) 8
I114 - DIA. (1%" OD.) METAL HANDRAIL. HANDRAIL RETURNS TO(C1 EXTEND 12" BETOND EDGE OF TOP 4 BOTTOM OF RAMP, WELD TO131 I
__
I
6 8 C4
1I5. 15
1 r 6
lr
O_
I
(h)
II\ 12[ 3
II
2 C
11 I II Is
3 4C
E ==+4 — t =e
——8
I
6‘-4
— r-2n
I = is$ 0 2(\
11! 2" CLR15/
21 C
3EQ EQ
T
Ior 12II
OYS 00S
A

SECTION E - UALL BC
10 SCALE: 1/2" = 1-O
11 L
12II
32"
y
O
69()
12 UALL C 1 ()3" CLR
X9‘-12"
21 7
15 ii
—2" CLR 2 4) SUBDRAIN FER CIVIL PLANS, TYF.[
NOTES:3 1 (A) CONTRACTOR SHALL SUBMIT SCALED SHOP DRAWINGS FOR — OWNERS AUTHORIZED REPRESENT ATIF'S REVIEW AND
I—0)
3 1 6921 0EQ EQ10
EQ EQ 1
“I, —f
15 X012 J. 48" O.C. (MAX.)J
2 7z
9 1
8 1J
I
3 < 1. “ I
1 1
1 II I
KRAX
<4) <)<) )J
12 J4 16C ANP FINISH. SEE SPECIFICATIONS.
9 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS

AND SPECIFICATIONS E' THE CITY OF CARLSBAD ANDC
O
<0
ELEVATION F - UALL C4
SCALE: ’/2
11 18 3612" (h) 0/16/202548 19 FORMWORK

SECTION B ANO SECTION C SIGNATURE DATE
(J) APPROVED SAMPLES WILL BE USED AS A REFERENCE SAMPLE — FOR ALL WORK INSTALLED.

SECTION P
(h)
SCALE: 1/2
II
r-oSCALE: 1/2
II = r-0 11
1 RAMP
LEGEND: LEGEND:
3 24
II
TREE UELL PLANTING FER TREE PLAN AND FLANTING DETAILS. 42II 2 24'8ADJACENT PRECAST CONCRETE PAVERS PER FLAN. SEE DETAIL 4, SHEET L-2.01. / 113(h)CM
.3FOUR (4) *4 HORIZONTAL REBAR AT TOP OF SEAT UALL, EACH FACE, CONTINUOUS. X 6 1
•4 F| REBAR ANCHOR AT 16" O.C. ALONG TOP OF CONCRETE SEAT UALL, ALONG ENTIRE LENGTH.5 5 2J REBAR ANCHOR AT 24" O.C., EXTEND FROM PLANTER SEAT INTO FOOTING, ALT. DIRECTION.6 "4 12‘0 4 FLUSH<
T COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT. s v* a*ur() ( 3
C4
3 12" DEEP x 24" UIDE CONTINUOUS CONCRETE FOOTING. 6 POLYMERIC SAND, SUEEF INTO JOINTS EETUEEN PAVERS 4 COMPACT. 9 4" LAYER OF CONCRETE SUB-BASE. 3 12" DEEP x 24" UIDE CONTINUOUS CONCRETE FOOTING. PY.3" 1 '1 v
12O_ FOUR (4) *4 HORIZONTAL REBAR, CONTINUOUS, AT TOP 4 BOTTOM OF CONCRETE FOOTING. 81112 — 11 C4
3 6 9 FOUR (4) *4 HORIZONTAL REBAR, CONTINUOUS THROUGH CONCRETE FOOTING.

NOTES: C4
TUO (2) *4 HORIZONTAL REBAR, CONTINUOUS THROUGH BOTTOM OF SEATUALL.O& 5 II
24 —
24'

SHEETSSHEET
2 CAST IN PLACE CONCRETE CIRCULAR PLANTER SEAT UALL 3 MEMORIAL PLAZA SEAT UALL

JESSE SANCHEZ

THIS PLAN HAS BEEN REVIEWED BY
VETERANS MEMORIAL PARKSOUTHERN CALIFORNIA GEOTECHNICAL.ANDSCAPe BULDING OFFICIAL WEINC FOR CONFORMANCE WITH rr 0,, -UU) /
A
AN LICe, UNDERGROUND SERVICE

CONSTRUCTION DETAILS
C
ALERT
o
RJM
-J
5 ★DIMENSIONS!^TO I HE ACCURACY OF
7&
EXP. 12-31
MEASUREMENTS, CAI CUI AT IONS. OR AN( *
NT.WML——
4PORTION OF THE DE
7> DATE INITIAL DATE INITIAL DATE INITIAL) <atOIk

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

REVIEWED BY
DATE 4/3/2025
EMBED POST, SURROUND POST WITH SLEEVE TO A DEPTH OF 12" BELOW TOP OF CHEEK WALL. SLOPE TO DRAIN AT POST BASE.
(18) TWO (2) s HORIZONTAL REBAR AT TOP AND BOTTOM OF
- CONCRETE FOOTING, CONTINUOUS.
(19) COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER
- GEOTECHNICAL REPORT.
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TUO UORKING DAYS

BEFORE YOU DIG
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*4 J REBAR ANCHOR AT 24" O.C. THROUGH SEAT UALL 4 INTO CONCRETE \ FOOTING, ALTERNATE DIRECTION.

DURAPLEX STRIP LIGHTING UITH FLEXIBLE STAINLESS STEEL PROFILE.

EMBED UITHIN CONCRETE BANDING 2" FROM BOTTOM EDGE OF SEAT UALL.

REFER TO ELECTRICAL ENGINEERING PLANS FOR CONNECTIONS.

Q
IL I

ADJACENT PRECAST CONCRETE PAVERS UITH BEDDING SAND AND
SUBBASE PER PLANS AND DETAIL 4, SHEET L-2.01.
6" THICK FINISHED CONCRETE SLAB RAMP SURFACE PER
GRADING PLANS.

SECTION
SCALE: ।
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De CAU

SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES

IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE

ME, AS THE STRUCTURAL ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
2" DIA. STANDARD P.C. POST WITH CAP AT 4' O.C. (MAX). EMBED POST 12" DEEP (MIN.) INTO WALL, SECURE WITH EPOXY.

POURED IN PLACE CONCRETE SEAT UALL UITH A I" CHAMFER. "LIGHT TAN COLOR UITH SMOOTH GRIND FINISH.
co
N
*4 FI REBAR ANCHOR AT l6" O.C. ALONG TOP OF CONCRETE SEAT UALL, ' ALONG ENTIRE LENGTH.
"DECLARATION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE STRUCTURAL

ENGINEER OF UORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
THIS PROJECT AS DEFINED IN SECTION 603 OF THE

BUSINESS AND PROFESSIONS CODE AND THAT THE
DESIGN IS CONSISTENT UITH CURRENT STANDARDS.
1" DEPTH x I" UIDE x 2" LONG ANTI-SKATE CUT-OUT NOTCH 3’ O.C. ALONG TOP OF CONCRETE SEAT UALL, ALONG ENTIRE LENTGH.

ALL REBAR TO BE 3" CLEAR FROM ALL CONCRETE EDGES.

CONTRACTOR TO PROVIDE 3 LONG SAMPLE SECTION OF UALL FOR APPROVAL PRIOR TO ANY FORM UORK.

IRR'GATION SYSTEM COMPONENTS PER IRRIGATION PLANS.

DRAINAGE SYSTEM COMPONENTS PER CIVIL ENGINEERING PLANS.

JAMES LASCOLA
REGISTRATION NO: 3143 (EXP. 12/31/2025)
PROJECT NO.

CIP 4609
(0
o —
—
Lx
—
CAST IN PLACE CONCRETE PLANTER SEAT UALL UITH A 1" CHAMFER. "LIGHT TAN" COLOR UITH SMOOTH GRIND FINISH.

TUO (2 ) *4 HORIZONTAL REBAR AT TOP OF SEAT UALL, EACH FACE, CONTINUOUS.
3 Don'DCOc
1 I
A" VINYL COATED STAINLESS STEEL SPUN AIRCRAFT CABLE
SECURED TO POST.

COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT.

I
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L-2.07
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SECTION A
SCALE: 1/2" = 1-0
DRAWING NO.
54 -1A
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K Ny
[
0 in3
N r
11) THREE (3) *5 HORIZONTAL REBAR AT TOP AND BOTTOM OF
— CONCRETE FOOTING, CONTINUOUS.
(K
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0 x—
— 10
r-0"
P
i
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— SECTION
8) SCALE: I
30 ‘ REBAR ANCHOR AT 24" O.C. AT TOP OF CONCRETE FOOTING, ALONG THE LENGTH OF FOOTING.

DESIGN DATE PREPARED: 8/08/2025
GROUP 31591 Camino Capistrano
San Juan Capistrano CA 92675
www.RJMdesigngroup com
[949] 493-2690 fax
[949] 493-2600 chore
I
I
/ Signatu
03/30/202
Renewal Date
9/09/2025
Date
°F CAU\
I
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Ns
= r-0"
2" X
FLUSH
8 1 CONTINUOUS MIRADRI 860 WATERPROOF MEMBRANE OR
- APPROVED EQUAL, INSTALLED ALONG ALL BLOCK UNITS BELOW

FINISHED GRADE OR WHERE BLOCK COMES INTO CONTACT WITH
SOILS. INSTALL TO FINISH GRADE PER MANUFACTURER
SPECIFICATIONS.

PLAN VIEU
SCALE: 1/2" = 1-o"
/
. 3
HANDRAIL SUPPORT BRACKET CONTINUOUS.
(8) ‘ VERTICAL REBAR ANCHOR. SPACING TO BE 24" O.C. WHEN - WALL HEIGHT IS 4' AND UNDER. WHERE WALL HEIGHT IS OVER 4', AT SPACE REBAR AT 16" O.C.

I
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3 XP. 12-31- 25
SRuCTub
‘ City of
Carlsbad
= r-0"
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—
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iX
/

APPLICABLE GEOTEHNICAL REPORTS FOR
THE PROJECT SITE, REVIEW WAS LIMITED Jo

TO GEOTECHNICAL ASPECTS OF THE PLAN
ONLY WE MAKE NO REPRESENTATION AS//”
(21) FINISHED GRADE IN LANDSCAPE AREA PER GRADING PLANS. (22) FINISHED PLAZA SURFACE PER GRADING PLANS.
©Ui" DIA. (1%" OU J STAINLESS STEEL HANDRAIL SUPPORT, WELD TO HANDRAIL CONTINUOUS.
y
4 '
(G) HANDRAIL CONSTRUCTION SHALL SUPPORT LOAD OF 300 LBS. 1 AT ANY POINT IN ANY DIRECTION WITHOUT DEFLECTION.
(H) ALL REBAR TO BE 3" CLR FROM ALL EDGES.
(1) CONTRACTOR TO SUBMIT SAMPLES OF ALL MATERIALS FOR
— APPROVAL BY CITY PRIOR TO ANY INSTALLATION OR
^O
(1) 3" THICK POURED-IN-PLACE CONCRETE CAP WITH SMOOTH
- TROWEL FINISH.
(2) CREATIVE HINEs CRAFT FOOTHILL RUBBLE STONE VENEER,
- COLOR TO BE TOASTED ADHERE WITH MORTAR
(3) 8x8"xl6" PRECAST PRECISION BLOCK, SOLID GROUT.
(4) CONTINUOUS KEYED CONCRETE RAMP WALL FOOTING.
(5) CONTINUOUS CONCRETE RAMP WALL FOOTING.
(6) 1" DIA. (1%" OD.) METAL HANDRAIL. HANDRAIL RETURNS TO — EXTEND 12" BEYOND EDGE OF TOP t BOTTOM OF RAMP TO
X1
APPROVAL PRIOR TO FABRICATION SEE SPECIFICATIONS.
(B) HEIGHT OF HANDRAIL FROM FINISH SURFACE OF RAMP TO TOP OF - HANDRAIL TO BE 36".
(C) HANDRAILS TO BE LOCATED ON BOTH SIDES OF THE RAMP.
(D) WELDING: BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 - GRIND FLUSH. ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH.
(£) VERIFY FIELD CONDITIONS PRIOR TO RAIL FABRICATION.
(=) ALL METAL RAILINGS AND POSTS SHALL BE STAINLESS STEEL. — SUBMIT SAMPLE POST AND RAIL FABRICATION TO SHOW WELDS 6,
y.
' PUCTuRlol
< .:Y
O'
_1
0 (9) ‘ REBAR ANCHOR AT l6" O.C. AT TOP OF CONCRETE FOOTING, 1 ALONG LENGTH OF FOOTING.
(o) ‘ HORIZONTAL REBAR AT 16" O.C. AT TOP 4 BOTTOM OF
1 CONCRETE FOOTING, BOTH WAYS.
(11) *4 HORIZONTAL REBAR DOWEL AT 32" O.C. S | 30
(12) »4 HORIZONTAL REBAR AT 18" O.C., BOTH WAYS.
(13) RETAINING WALL B
(14) RETAINING WALL C
(15) ‘ HORIZONTAL REBAR AT 24" O.C.
r
UALL B
/
/
4 ()
()
17 19
Jesse Sanchez 10/9/25
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

CONSTRUCTION DETAILS
L-2.08
386
165
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 3 6
14 II
36 I
4 26 812'
II
30 324
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5‘ 5'f= -27
— [—
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ALUMINUM BASE COLLAR MODEL *COLI-A03S.

AX 1A X A 12
II
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/
I/ *4 HOOP TIES AT 12" O.C.

N PLAN - CONCRETE FOOTING
7 ? X SCALE: 1/2" = 1-O
II
HARDWOOD WEDGES, TTP., 4 PLACES.I I I JII
(h)। A XU 11I
10 A
10 N/ —
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WELDED STEEL WEDGES, TTP., 4 PLACES.411.()
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15—LEGEND:

TT7 I 4TfJ TIT
I—Il ||3" THICK CAST-IN-PLACE CONCRETE CAP WITH 3" PEAK. 2‘x6"x6 GA. V-FOLD PANEL. 4 01 E (|I—T[ 1gag f
-111—I.
6 GA. PRE-FABRICATED WIRE WORKS PLUS PANEL.
6FINISH GRADE PER PLANS
85) SB |
I—II8"x8"xl6" PRECAST PRECISION BLOCK, GROUT SOLID.
4 II
Bi 314ll—
—I—II|I—I—Al
air
—»
—10
3-
(5) 54" DEEP x 18
—II r Li 11. T
2" SQ. x 12 GA. GATE ENDCONCRETE FOOTING FOR MULLION POST. —lli||| ||| 12(16) 24" DEEP x 54" WIDE CONCRETE FOOTING FOR PILASTER. 1=11 iII | 11=111=1^111=11 —4" TUBULAR STEEL SO. HINGE POST
122" SQ. x 12 GA. GATE RAIL. 18" WIDE CONCRETE BAND PER DETAIL 6, SHEET L-2.01 36" DIA.

II
PROVIDE 14" x6" DEEP STEEL SLEEVE RECEIVER
2 MEMORIAL FLAGPOLE1 GATES 4 PILASTERS AT BIKE PARK ENTRY 4' TTP.
121210
14‘ TYP.II
2 11 3
II
2 18" DEEP x 36" WIDE CONTINUOUS CONCRETE FOOTING.()
3 (5) ADJACENT PAVERS. SEE DETAIL 4, L-2.011 5 0
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5 L.
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5 2
II.
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lFo 13 *5 HORIZONTAL REBAR AT TOP, MID, 4 BOTTOM OF SEAT WALL AT 16" O.C. •l-I-I-Ii C ( CE3" CLR *5 REBAR x O.C. ALTERNATE ANCHOR DIRECTION IN FOOTING. 3" CLR. // 2 8—I—| ii X -TYP. •A FROM ALL EDGES. I18174
11 r D‘2= E F —L1 4 2/uBl III II] III III III PRE-PRILLED COUNTERSUNK S.S. *8 SCREWS @ 12" O.C.।—111— I—I—II 36"—— _ I3" CLR —I i — —I i
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34" SOLID BAR STOCK S.S. STOP6 24" O.C. 60-—II—IILH— I —T I l=l I l=l I l=l it 11 l=l 1 =11 l=l I I-
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3 CROSS-SECTION — dm 3III III

ENLARGEMENT SHEETSSHEET
3 MEMORIAL PANELS ANP SLOPED CONCRETE SEAT UJALL

JESSE SANCHEZ
CALL;
RJM
(ICC7 V]IX 21/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL I DepFark rtmenIal REVISION DESCRIPTION1S t ENGINEER OF WORK CITY APPROVALOTHER APPROVAL _ City of
Carlsbad

TWO WORKING DAYS

BEFORE YOU DIG
—
1 THREE (3) PIECES OF %" THICK LOW-IRON

STARPHIRE TEMPERED GLASS, LAMINATED

TOGETHER WITH SENTRY GLASS INTERLAYER

SECTION
SCALE: 1/2
%
0 20
N
—

SHADE STRUCTURE CONCRETE FOOTING PER SHADE
STRUCTURE MANUFACTURER'S PLANS 4 SPECIFICATIONS. s
I
+
r
FOUR (4) *6 DOWELS TO MATCH VERTICAL
REINFORCEMENT (CALLOUT 5). DOWEL TO HAVE 36
OVERLAP WITH VERTICAL REINFORCEMENT.

LOCINOX HOT DIPPED GALVANIZED DROPBOLT WITH 5)2
THROW, MODEL *VSFKALUMQFIBL OR APPROVED EQUAL.

INSTALL ON GATE SIDE OPPOSITE PANIC BAR.
16 GAUGE GALVANIZED CORRUGATED STEEL
TUBE.

FOUR (4) *6 VERTICAL REBAR ANCHORS IN EACH
CORNER. T"xl" PHOTOLUMINESCENT ALUMINUM EMERGENCY EXIT
SIGN, MODEL ‘NHE-6130, TO BE MOUNTED ON PUSH SIDE
OF GATE. AVAILABLE FROM COMPLIANCE SIGNS, (800)
518-1245, OR APPROVED EQUAL.
*3 HORIZONTAL REBAR TIES AT 16" O.C. THROUGH GRADE
BEAM BLOCK.
90% COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT. SEE SPECIFICATIONS.

TUBULAR STEEL FENCE POST (DETAIL 1, SHEET L-2.04) AT
PILASTER CONCRETE FOOTING, WHERE OCCURS.

NOTES:

INSTALL PER MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS.

CREATIVE MINES CRAFT FOOTHILL RUBBLE STONE

VENEER, COLOR TO BE 'TOASTED', ADHERE WITH
MORTAR
TWO (2) HEAVY DUTY SPRING LOADED GATE HINGE. TWO
Z2? HINGES PER GATE BY: JANSEN ORNAMENTAL SUPPLY
CO., MODEL ‘BHRD5, OR EQUAL. (800) 423-44*34. SECURE
PER MANUFACTURER'S SPECIFICATIONS.
04 COMPACT, MOISTURE CONDITIONED SUBGRADE PER
GEOTECHNICAL REPORT.

MAXIMUM POLE HEIGHT = 45 1 ABOVE
GROUND.

SHADE STRUCTURE POST PER SHADE STRUCTURE
MANUFACTURER'S PLANS 4 SPECIFICATIONS.
(5) *5 HORIZONTAL REBAR, CONT., EACH WAY, AT TOP 4
BOTTOM OF CONCRETE FOOTING.

LEGEND:
3" THICK x 24" WIDE POURED-IN-PLACE CONCRETE WALL CAP. FINISH TO BE SMOOTH TROWEL, COLOR TO BE 'SAN DIEGO BUFF' *5237 AVAILABLE FROM DAVIS COLORS. CAP TO SLOPE AWAY FROM MEMORIAL GLASS PANELS AT 2%. 4 10"X2"X4" END PLATE TO BE FLUSH WITH GATE END.4"X 2
PLATE WILL COVER END OF PANIC TUBE.

GOLD ANODIZED ALUMINUM BALL. MODEL
*BAL-08I2-GLD.

SEE GEOTECHNICAL REPORT (PAVEMENT
RECOMMENDATIONS? FOR CONCRETE TYPE
AND STRENGTH.
_ I _ I _ I _— I I_ I I I__I I I__I
LEGEND:
45 FT. COMMERCIAL GRADE ALUMINUM
EXTERNAL HALYARD FLAG POLE, MODEL*
EH458188. BUTT DIAMETER: 8", TOP DIAMETER:
3-1/2", WALL THICKNESS: 0.188. FINISH: SATIN.

AVAILABLE FROM THE FLAGPOLE COMPANY,
OR APPROVED EQUAL. CONTACT: BILL
NORTON, (800) 805-9128. SEE CONSTRUCTION
PLAN, SHEET L-1.01 FOR LOCATION.

THREE (3) *4 HOOP TIES AT 2" O.C. AT TOP OF
FOOTING.
1 1 — I R
90% COMPACTED, MOISTURE-CONDITIONED
SUBGRADE PER GEOTECHNICAL REPORT. SEE
SPECIFICATIONS.

C1
C
I • I R
X
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in
Q)

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
4 DESIGN PATE PREPARED: 9/09/2025
GROUP
EIGHT (8) *5 HORIZONTAL REBAR AT TOP 4 BOTTOM OF CONCRETE FOOTING AT 12 O.C.
) II
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CONTINUOUS S.S. WELD, GRIND SMOOTH
2"X4"X4" THICK S.S. FRAME —
IT
©
NOTE;
SHOP DRAWINGS FOR STAINLESS STEEL FRAME 4

INDIVIDUAL ARMED FORCES MEMORIAL PANELS

TO BE SUBMITTED FOR APPROVAL PRIOR TO
FABRICATION.
i
(
44 ©
©
©
©
©
4 4
©
©
©
@
©
6 ©
©
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2 —
(14) 4"X4"X4" TUBULAR STEEL MULLION POST. MULLION TO
RECEIVE }" STRIKE FOR PANIC BAR, MODEL *9984.
(C) FABRICATION SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY - CONTRACTOR.
©
©
(o) 4" U-CHANNEL STAINLESS STEEL FRAME WITH INDIVIDUAL ARMED FORCES MEMORIAL PANEL. GLASS PANELS TO BE THREE (3) PIECES OF %" THICK

LOW-IRON STARPHIRE TEMPERED GLASS, LAMINATED TOGETHER WITH SENTRYGLAS INTERLAYER BY M3 GLASS TECHNOLOGIES. STEEL FRAME TO EXTEND 12" INTO CONTINUOUS CONCRETE WALL FOOTING.
@ ALL TUBULAR STEEL FENCING SHALL RECEIVE THE FOLLOWING APPLICATIONS TO ALL TUBULAR MEMBERS:

SURFACE PREPARATION: ALL METAL RAILINGS AND POSTS SHALL BE

FINISHED PER SPECIFICATIONS /METAL IZED AND COATED WITH TNEMEC TWO COAT SYSTEM. PRIMER TO BE L69. TOP COAT TO BE SERIES 150). SEE SPECIFICATIONS.

CONTACT: DUSTIN. (310)-804-2325.
© INSTALL KNOX BOX PER CURRENT SAN DIEGO COUNTY FIRE
- AUTHORITY CODES.
(G) GATE COMPONENTS CALLED OUT FOR REFERENCE. INSTALL PER MANUFACTURER'S DETAILS.
(E) ALL TUBULAR STEEL MEMBERS GREATER THAN 5/8" X 5/8" SHALL BE - II GAUGE, UNLESS NOTED OTHERWISE. 5/8" X 5/8" PICKETS SHALL BE 14 GAUGE.
(13) 'VON DUPRIN1 PANIC BAR DEVICE, 22-F RIM FIRE EXIT
- DEVICE, MODEL *AX-22-L-F-SP28-0fe-CYL-4'
(AX-ACCESSIBLE DEVICE / L-LEVER / F-FIRE EXIT
DEVICE / SP28-SPRAYED ALUMINUM FINISH /
CYL-CYLINDER RIM 3216 / 4' WIDTH?. DISTRIBUTED BY
INGERSOLL RAND SECURITY TECHNOLOGIES, (626)
359-5555. MOUNT PANIC BAR TO PANIC / KICK TUBE
WELDED TO GATE END. INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
(2) 8"x8"xl6" PRECAST PRECISION BLOCK, GROUT SOLID.
(3) 'PRINCETON' THIN STONE VENEER, AVAILABLE FROM MODERN BUILDERS SUPPLY, - ADHERE WITH MORTAR
©
© © ©
(8) INSTALL 10"x2"x%" GALVANIZED PANIC / KICK TUBE
1 PLATE WITH MESH WELDED ALL AROUND.
)
ELEVATION: ENTRY GATE /FROM INTERIOR OF BIKE PARK?
SCALE: 1/2" = I'-O"
(13) CONCRETE PAVERS IN MEMORIAL PLAZA,
PER DETAIL 4, SHEET L-2.01. FINISHED
SURFACE PER PRECISE GRADING PLANS.
(B) WELDING: BEVEL ALL MEMBERS PRIOR TO WELDING. ALL WELDS - SHALL BE CONTINUOUS AND GROUND SMOOTH.
to
$.

I
@
©
(4) CONCRETE FOOTING AND REINFORCEMENT

PER STRUCTURAL ENGINEER, AS SHOWN THIS
DETAIL. TOP OF FOOTING TO BE FLUSH WITH
ADJACENT PLANTING AREA.
© HYDREL IN-GRADE LUMINAIRE /MODEL
"19100C) FOR UPLIGHTING OF FLAGPOLE.

REFER TO ELECRICAL PLANS FOR
CONNECTIONS.
(19) TUBULAR STEEL FENCE PER PLAN, SEE DETAIL I, SHEET
L-2.04.
= r-o"

UNDERGROUND SERVICE
_ ALERT
®
©
©
(
(
10'-3"
l_AT 24"
(o) 1/2" THICK STEEL SUPPORT PLATE WELDED TO
LIGHTNING GROUND SPIKE.
(3)
0 2
05 I 9
V 1U =19
-
: ' IF 11=
4 4
—=7 18" -
1=
1 I
I
I
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T
I
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I
I
I
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4 L111=111=1 IF11 —
111=111=111=111=1
44 ii
© MAXIMUM FLAG SIZE = 81 X 12'
C =GX
E
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11 II—A
L-LEII
II
—
I—L—
&
—
—
TF
NOTES
(A) ALL HORIZONTAL ALIGNMENTS SHALL PARALLEL FINISH GRADE.

PEsEBLBrELSurHAsurDAcETTSAEN PB9YOR CUSTOM SHOP
DRAWINGS AND CONSTRUCTIONS BASED UPON FIELD MEASUREMENTS.

SHOP DRAWING TO INCLUDE PROPOSED FENCING GATE HARDWARE, HINGES, LOCKS, PADLOCK, ETC. FOR CITY REPRESENTATIVE'S REVIEW AND APPROVAL PRIOR TO FABRICATION.
44 ■
SECTION__________
SCALE: 1/2" = T-0"
s

SECTION - CONCRETE FOOTING
SCALE: 1/2" = r-0"
rTr
2 24"
|—H
24"
—
4 Jesse Sanchez 10/9/25
10/10/25
10/10/25
±
∅

CONSTRUCTION DETAILS
L-2.09
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
386
166
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 8
<0II
24 II
24 II
I 4
II
24 II
A
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C
—
2 2 2= _<=A== J j
2 15 3 5T
3 0
3 ?14 14 18(ft J aX ENTRY WALL HAS EIGHT (8) *5 VERTICAL REBAR AT 16 II
O.C., 30" LAR WITH16" O.C. 15 14
1 1D
n
<7
f4 3
r14 154 4 11
*4 HORIZONTAL REBAR AT 16" O.C.
5 14n 1—I
—
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26 -
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5 \0
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4 1I 6co
11 12 112
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11 11—
1[I I —
12" BEER x 3'-6" WIPE x T-6" LONG CONCRETE FOOTING FOR ENTRY COLUMN.& I2' A
6 610 W]
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TWO (2) % x 12" LONG ANCHOR J-BOLT AT CONNECTION OF EACH END. 2 II
*3 HORIZONTAL REBAR TIES AT 16" O.C.
*3 CROSS TIES AT 16" O.C.

I MEMORIAL GATEUAT ENTRY
LEGEND:

P C P
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P %% CR P3 c %1 %1
cR %%

P CA PP CR P
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16m 310
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11 Bl | I I
1 I_____*4 REBAR AT 18" O.C. CONTINUOUS. 4 1m Tl 2I0_
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=8
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MEMORIAL SEAT WALL - । I —I
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MEMORIAL GATEWAY ENTRY
%
II
NOTES;
II

SHEETSSHEET
2 MEMORIAL STAIRS AND PLANTER SEAT UALLS 3 BUILDING SIGNAGE LETTERING hr

JESSE SANCHEZ
CALL:

RJM
(ICC7 BT
4 2/30/2021

BUILDING OFFICIAL DATE
9/09/2025
SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALtX- REVISION DESCRIPTIONIX o ENGINEER OF WORK CITY APPROVALOTHER APPROVAL

VETERANS

MEMORIAL
12" PIA (1s" OD.) BRUSHED STAINLESS
STEEL HANDRAIL. HANDRAILS SMALL
C
c
_ City of
Carlsbad
6‘-4
51-8

CONTINUOUS EXPANSION JOINT PER
DETAIL 3, SHEET L-2.01.
—
—
REFER TO ROMTEC NORTH BUILDING B PLANS, SHEET A23, SIGN DETAIL C2 FOR DIMENSIONING OF LETTERING ON BUILDING WALL.

TWO WORKING DAYS

BEFORE YOU DIG
14" MAX. NOSE

PROJECTION

SECTION A-A
SCALE: 1" = 1-0
%
0 P
p

EXTEND HORIZONTALLY ABOVE THE
TOP LANDING FOR 12" MIN. BEGINNING

DIRECTLY ABOVE THE FIRST RISER
NOSING. HANDRAIL EXTENSIONS FOR
BOTTOM LANDING SHALL BE 36" MIN.

BEGINNING AT BOTTOM RISER TREAD.

K
cA
/
/

STAINLESS STEEL THREADED STUD BOSS WELDED TO BACK OF
LETTERING.
0 0
STAINLESS STEEL THREADED STUD, TO EXTEND I" FROM SURFACE OF WALL.
1 % P
p <
% <
V
/
%
1 z
X
/
I
I
I
I
LEGEND:
!0"xl0"xH'-l0" STEEL Ulx49 I-BEAM TO MATCH ARCHITECTURE. <4
c
CM
P
P

THICK STAINLESS STEEL, FLAT-CUT METAL LETTERING WITH
WELDED STUD/BOSS MOUNT TO RECEIVE THREADED STUDS.

LETTERING TO BE MYRIAD FRO1 FONT STYLE. COLOR TO BE
PARK GRAY'.

P
%,
fa
%
’ [a
%
ORCO TRE EXPRESS PRECAST CONCRETE PAVERS PER PLAN, SEE DETAIL 4, SHEET L-2.01. COLOR TO BE 'TUSCANY' WITH AGED FINISH. CONTACT MIKE MILLARD AT ORCO, (949)241-6669.
12" DEEP x 42" SQUARE CONCRETE FOOTING FOR ENTRY PILLAR, FIVE (5) - *5 HORIZONTAL REBAR, EACH WAY, TOP 4 BOTTOM.

TARGETTI RECESSED DIRECT VIEW LINEAR LINE VOLTAGE
STEPLIGHT. INSTALL WITH PVC BACK BOX FLUSH WITH
FACE OF RISER, 2.25" BELOW TOP OF TREAD. REFER TO
ELECTRICAL ENGINEERING PLANS FOR CONNECTIONS.
90% COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT. SEE SPECIFICATIONS.

TWO (2) WYTHES OF 8"x8"xl6" PRECAST PRECISION BLOCK, GROUT SOLID. AT ENTRY WALL, 16" SQUARE PILASTER BLOCK AT SQUARE PILASTER.

TO EMBED THE POST, SURROUND POST
WITH SLEEVE TO A DEPTH OF IS" BELOW
TOP OF FOOTING. SLOPE TO DRAIN AT
POST BASE.
2" WIDE SANDBLAST CONTRASTING
STRIPING I" MIN. FROM RISER TREAD AT
ALL TREADS.

ADJACENT PAVERS PER PLAN. SEE
DETAIL 4, SHEET L-2.01.

COMPACTED, MOISTURE-CONDITIONED
SUBGRADE PER SOILS REPORT.
12" PRECAST PRECISION BLOCK, GROUT SOLID, WITH *5 VERTICAL REBAR WITH ALTERNATE BENDS IN FOOTING.
12" DEEP x 24" WIDE CONCRETE FOOTING WITH THREE (3) *5 CONTINUOUS, HORIZONTAL REBAR AT TOP 4 BOTTOM.

Bl
&

LANDSCAPE PLANTING, SEE TREE AND
SHRUB PLANS.

Q )
FIVE (3), LONG DIRECTION, 4 TEN (10) SHORT DIRECTION, *5 HORIZONTAL REBAR, EACH WAY, AT TOP 4 BOTTOM OF FOOTING AT 12" O.C.

FINISHED GRADE IN LANDSCAPE AREA, REFER TO GRADING PLAN FOR ELEVATION.

MEMORIAL INSCRIPTION BANDING PER
PLAN 4 DETAIL I, SHEET L-2.10.

CREATIVE MINES CRAFT FOOTHILL RUBBLE STONE VENEER, COLOR TO BE 'TOASTED', ADHERE WITH MORTAR. STONE VENEER TO MATCH RESTROOM BUILDING. FINAL VENEER TYPE TO BE APPROVED BY CITY.
*5 REBAR x LTO MATCH VERTICAL REINFORCEMENT. ALTERNATE ANCHOR DIRECTION IN FOOTING. 3" CLR. FROM ALL EDGES. 30" LAP WITH VERTICAL REBAR.

CONTRACTOR TO PROVIDE SHOP DRAWINGS OF LETTERING FOR
REVIEW 4 APPROVAL BY CITY.

CM
M
\
CAST-IN-PLACE CONCRETE STAIRS.

FINISH TO BE SMOOTH TROWEL, COLOR
TO BE 'SAN DIEGO BUFF' *5237
AVAILABLE FROM DAVIS COLORS.

C:
-
*4 REBAR, CONTINUOUS ALONG BOTTOM
OF FOOTING.
c
I
€0
! ca
4 I
I
I
J
P
2 I
74 CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
\
\
P
p ,
—
« C /
> A
1 % P
% 2
<7
A
SECTION________
SCALE: 1/2" = 1-0
/
/
/
/
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1 1
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4 4
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DESIGN PATE PREPARED: 9/09/2025
GROUP
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---------- 1 I I---------------- 1 I
—3‘-6" SQ.
(

LETTERING LAYOUT
SCALE: 1/2" = l'-0"
—
—
©
---- CM
1 ©
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©
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©
©
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LETTERING ELEVATION
SCALE: 1-1/2" = 1'-0"
©
creation 1
o
O
©
o
10'-8"
6‘-1"

UNDERGROUND SERVICE
_ ALERT
B'-l"
34'-8"
y
=
r-&"
r-6"
2 -9—s-
22'-l"
A
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15‘-12"
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-
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ELEVATION_______
SCALE: 1/4" = T-0"
2" MIN.
1" MAX.

SECTION 'A' - ENTRY COLUMN
SCALE: 1/2" = 1‘-o"
---------- 1 I
—24"
SECTION 'C' - SQ. PILASTER
SCALE: 1/2" = 1’-"
SECTION ‘B‘ - ENTRY COLUMN
SCALE: 1/2" = 1’-"
A
<
IT-10"
REBAR ANCHOR SQUARE PILASTER HAS FOUR (4) *5 VERTICAL REBAR, 30" LAP WITH REBAR ANCHOR.
1 II
J
V
\
3"
Jesse Sanchez 10/9/25
10/10/25
10/10/25

CONSTRUCTION DETAILS
L-2.10
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
386
167
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 II
(4
1:O\
O
EFE ND NOTSELE BUT..OUNTRYH IS W ■===========-i-ivo==Rdd-==jo===----===========b======;t=sv====:
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LEGEND:

II
Ol‘-9u(l‘-3 O
Q Q
PARATUS- ALWAYsEMPEB READ
o O]
3/8" STAINLESS STEEL STABILIZER PLATE.
(4) CUT 3/8" DIA. HOLES THROUGH STABILIZER PLATE FOR CONCRETE EMBEDMENT.

Or Qj
ADJACENT PRECAST CONCRETE PAVERS PER PLAN, SEE DETAIL 4, SHEET L-2.01 4 DETAIL 2, SHEET L-2.10. —
(9) COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER SOILS REPORT. 07‘-6l
Oy

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SUPRA . ALWAYS----- ' -—-.ee-r - ============= ===-- = ==="===59 " 2 -----------— 3SEE ENLARGEMENT TO THE RIGHT
09‘-6n
0 SHEETSSHEET

I BRONZE LETTERING INLAY
( City of JESSE SANCHEZ
CALL;
RJMCarlsbad
((IC7 V]
<2 2/30/2021

TUO WORKING DAYS

BEFORE YOU DIG
<
4 4
1/8" THICK BRONZE INLAY TEXT AS SHOWN. TEXT STYLE TO BE GARAMONP, *3" IN HEIGHT, WIDTH FACTOR 1.0. SEE DETAIL I, SHEET L-2.18 FOR APPROXIMATE LOCATIONS. BRONZE INLAY TEXT SHALL BE WATER JET CUT ALLOY C22000 WITH 1/6" BEVEL, TYP., ALL EDGES. LETTERS TO BE CLEAR COATED AND RECESSED 1/6" TO PREVENT RUST, TARNISHING, AND WEAR. SEE SECTION ENLARGEMENT, THIS SHEET. DIGITAL FILES OF EACH BAND OF TEXT SHALL BE PROVIDED BY LANDSCAPE ARCHITECT. SHAPES TO BE PROVIDED BY AQUA TECH WATEJET AND LASER, OR APPROVED EQUAL. PHONE: 949-631-1831. SEE DETAIL I, SHEET L-2.18 FOR LOCATIONS.

H
00 (h)
A
3/8" DIA. x 2" LENGTH STAINLESS STEEL BOLTS THREADED THROUGH STABILIZER PLATE AND WELDED TO UNDERSIDE OF METAL TEXT LETTERING. BOLT LOCATIONS VARY. SEE PLAN VIEWS, THIS SHEET.

CONTRACTOR TO CONSTRUCT I2'xl2' PAVING MOCK-UP WITH ONE (1) OF THE EMBEDDED BRONZE INLAY TEXT FOR REVIEW 4 APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO COMPLETE INSTALLATION. \
V
\
V
\
12" WIDE COLORED CONCRETE BAND WITH POLISHED EXPOSED AGGREGATE FINISH. 1/2" RADIUS ON EDGES.

CONCRETE COLOR TO BE 'SAN DIEGO BUFF' *5231, AVAILABLE FROM DAVIS COLORS. REFER TO CONSTRUCTION PLANS 4 DETAIL 6, SHEET L-2.01.

V $

PLAN VIEW - F
SCALE: 1l=1-0
H
II
4 <7
1 r
S
\ }.
3 CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
DESIGN PATE PREPARED: 9/09/2025
GROUP
©
© ENLARGEMENT IS TYPICAL OF ALL PHRASES. ADDITIONAL IMAGERY IS FOR PHRASE TEXT, STABILIZING PLATE ARC LENGTH, AND BOLT LOCATIONS ONLY.
4,
A
(7‘-1‘
(9‘-3‘
C1
oo

TYPICAL SECTION
SCALE: 3" = r-O"
OT-8"
04"
FATHFvr
©
(
I
22 ©
\\\
PLAN VIEW - PHRASE 1 - ARM
SCALE: ll=1-l

PLAN VIEW - ENLARGEMENT
SCALE: l-l/2" = l'-O"
PLAN VIEW - PHRASE 6 - SPACE FORCE
SCALE:

PLAN VIEW - PHRASE 3 - MARINE
SCALE: r'=r-o"
PLAN VIEW - PHRASE 2 - NAVY
SCALE: r' = r-0"
sEMPBR
NOTES:
(A) CONTRACTOR TO SUBMIT SCALED SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL - PRIOR TO FABRICATION.

O
(B) FINAL LOCATIONS OF ALL EMBEDDED BRONZE INLAY TEXT SHALL BE APPROVED IN THE FIELD BY LANDSCAPE ARCHITECT.

UNDERGROUND SERVICE
_ ALERT
(4"
\
) X
x \ 1
1 \J
y
CVAHP
• OC
(4"
PLAN VIEW - PHRASE 4 - COAST GUARD
SCALE: r' = r-0"
y\.C \3
\
© TWO (2) *4 HORIZONTAL REBAR. 3" CLEAR FROM ALL EDGES. REFER TO DETAIL 6, SHEET L-2.01. (8) SPEED-DOUEL AT 18" O.C. /ALTERNATE SIDES OF BAND AT 9" O.CJ AT EXPANSION JOINT BETWEEN BAND 4 ADJACENT PAVER CONCRETE SUB-BASE. *4 REBAR, MODEL NO. PSD 12/ *4 TS. WITH PSD/*4 BL BASE.

CONTACT: AZTEC CONCRETE ACCESSORIES (800) 831 -3355.
10,2" 4
\\
m
-12
m
1 I
1 J
\
<A -
— \
?
poveke
(2‘-8"
3"
CLR.

Jesse Sanchez 10/9/25
10/10/25
10/10/25

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

CONSTRUCTION DETAILS
L-2.11
·
386
168
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 S/ LEGEND:
4 o 12" UIDE COLORED CONCRETE BAND, FER DETAIL 6, SHEET L-2.01. 18 /
6" THICK CONCRETE FAYING, FER DETAIL 2, SHEET L-2.01.I C 3 184 o21 2 o3 5IS16 4
4 224 23
2 202 □<
420
322 1
/21
234
291112
,@31
11 V 1
13 70.

I
21 2ER‘A/N O-
18 ||Q
7 3
Q.
26 )
246159984))
3-RAIL UOODEN PICKET FENCE FER FLAN, SEE DETAIL 8, SHEET L-2.03.4 BENCH FER DETAIL I, SHEET L-205./ 00.
31 CHAIR FER DETAIL I, SHEET L-205.23 28
ACCESSIBLE FICNIC TABLE FER DETAIL 4, SWEET L-2.03.518 ©14 END TABLE FER DETAIL I, SHEET L-205.28 \ FLAY EQUIPMENT SAFETY ZONE FER MANUFACTURER.3 3/
254 //
24 \
65)2 13
15 620 \)
5\
4 TA\
(@I 1 8J/
1 RETAINING UALL FER FLAN, SEE CIVIL FLANS.I
31 4 /1
2 2
21 3
NOTES:
d|/
4 24 )
6 O
/
\
TI
2 23
5 /
/
SEE SHEET L-2.13 FOR FLAY IMAGERY.
51 10' 20'O’
2 3
12 SHEETSSHEET

I INCLUSIVE PLAY AREA
; i.

JESSE SANCHEZ
RJM
(O7 V/30/2021

BUILDING OFFICIALDATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL —
+
T
_ City of
Carlsbad

TUO UORKING PAYS

BEFORE YOU PIG
(
I
T
6 69
\\
\
I
©
CUSTOM KOMPAN ROFE BRIPGE, MOPEL *KNS8500311, AVAILABLE FROM KOMPAN.

GAMETIME FLAY EQUIPMENT ITEMS ARE FROPUCEP BY GAMETIME, CONTACT KJ LECESNE WITH GREAT WESTERN (619) 816-6623 FOR PURCHASING.
\
KOMFAN MULTISFINNER CAROUSEL, MOPEL "ELE400060-3711,
AVAILABLE FROM KOMPAN.

FREENOTES FLOWER BELLS ENSEMBLE MUSICAL INSTRUMENTS,
AVAILABLE FROM KOMPAN.

KOMFAN FLAY EQUIPMENT ITEMS ARE FROPUCEP BY KOMPAN,
CONTACT PARYL BRAPY, (619) 944-8111 FOR PURCHASING.

GORIC HALF-BALLS (SMALL, MEPIUM 4 LARGE MIXTURE?, SEE PETAIL 5, SHEET L-2.05.

KOMPAN UNIVERSAL CAROUSEL, MOPEL "PCM51-2201, AVAILABLE FROM KOMPAN.

FREENOTES MUSHROOM ENSEMBLE MUSICAL INSTRUMENTS, AVAILABLE FROM KOMPAN.

TRANSITION OF 6" HIGH CONCRETE PLANTER CURB TO FLUSH
CONCRETE EPGING, FER PETAIL 4, SHEET L-2.02.

CUSTOM KOMFAN FLAY STRUCTURE, MOPEL "PC124980 4
*NS8500500, AVAILABLE FROM KOMPAN.

CUSTOM KOMFAN ROFE FULL HILLSIPE CLIMBER, MOPEL *881655, AVAILABLE FROM KOMPAN.

LANPFILL, RECYCLING, 4 COMPOST RECEPTACLE TRIO, SEE PETAIL 2, SHEET L-2.06.

ALL HALF BALL RESILIENT SURFACING FLAY FEATURES AVAILABLE FROM GORIC MARKETING GROUP USA, (811) 461-4281. INSTALL FER MANUFACTURER'S RECOMMENPATIONS.

GAMETIME POWERSCAPE POUBLE-BAY SUING MOPEL *81598,
AVAILABLE FROM GREAT UESTERN.

RESILIENT SURFACING, SEE PETAIL I, SHEET L-2.02. COLOR BLENP FER RESILIENT SURFACING LAYOUT FLAN, PETAIL I, SHEET L-2.12.

CUSTOM KOMFAN ROFE POST CLIMBER, MOPEL *KNS8500433,
AVAILABLE FROM KOMPAN.
7/ 7/
0600090
000000°
CUSTOM KOMFAN HOOF CLIMBER, MOPEL *4902295, AVAILABLE FROM KOMPAN. FOUR <4? HOOFS TOTAL.
/
1 CUSTOM KOMFAN CLIMBING NET, MOPEL *881685, AVAILABLE FROM KOMPAN.

KOMFAN SPINNER BOWL, MOPEL "ELE400024-3TTLG, AVAILABLE FROM KOMPAN.

KOMFAN SFICA I SPINNER, MOPEL "GXT821421-3111, AVAILABLE FROM KOMPAN.

GAMETIME SENSORY UAVE SPINNING SEAT, MOPEL *32T4, AVAILABLE FROM GREAT UESTERN.

CONTRACTOR TO LAYOUT ALL EQUIPMENT PER FLAN 4 CONTACT CITY REPRESENTATIVE 4 LANPSCAFE ARCHITECT TO VERIFY LOCATIONS BEFORE PERMANENT INSTALLATION.

Q
6 $3
GAMETIME SHADOUPLAY SKY RUNNER, MOPEL *6231, AVAILABLE FROM GREAT WESTERN.
()
IP SCULPTURE LISTENING PISH MOPEL "SC214-9, AVAILABLE FROM ZOOM RECREATION.
6" HIGH x 12" UIDE CONCRETE PLANTER CURB, FER PETAIL 4, SHEET L-2.02.

LANPFILL 4 RECYCLING RECEPTACLE FAIR, SEE PETAIL 2, SHEET L-2.06.
) 3

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
0,
10A @le goy /
\
(
DESIGN DATE PREPARED: 9/09/2025
GROUP
©
())
i
©
©
)
©
©
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©
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©
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©
©
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758.088c49h
(B) IP SCULPTURE ITEMS ARE FROPUCEP BY IP SCULPTURE, CONTACT PAN SMITH, UITH ZOOM RECREATION, (949) 336-2129 FOR PURCHASING.

CALL;
811
EPReg.
s-124B7%.Swe*/266 Hic,
>
7 UNPERGROUNP SERVICE
_ ALERT
2 es
Co 8 • 60
,o o00W9‘
o o 000°

DEFERRED SUBMITTAL ITEM
NOT INCLUDED 4 NOT REVIEWED

ALL FLAY STRUCTURES
/
/
——
43 \
EPRe..
•Pr.5166
/
(6(9
Powers (ADpSWNSAPe
8-A-6 1 .
\
—
18%
Y
\
A
A
\
\
Jesse Sanchez 10/9/25
10/10/25
10/10/25

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

DESCRIPTION

RESILIENT SURFACE COLOR SCHEDULE
A
B
C
D
E
G
F

CONSTRUCTION DETAILS
L-2.12
386
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APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 O LEGEND:/
2 o 12" UIDE COLORED CONCRETE BAND, FER DETAIL 6, SHEET L-2.01.A 6)E 6" THICK CONCRETE FAYING, FER DETAIL 2, SHEET L-2.01./ 6 . F A V
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SHEETSSHEET
1 RESILIENT SURFACING LAYOUT - INCLUSIVE PLAY APEA
; i.

JESSE SANCHEZ
CALL;
RJM
(O7 V/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TUO UORKING PAYS

BEFORE YOU PIG
PATTERN: OCEAN/BLUE FIELD
COLOR: 100% ROYAL BLUE
BY: PER SPECIFICATIONS.

Y
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PATTERN: RED STRIPE
COLOR: 100% PRIMARY RED
BY: PER SPECIFICATIONS.

TRANSITION OF 6" HIGH CONCRETE PLANTER CURB TO FLUSH
CONCRETE EPGING, FER PETAIL 4, SHEET L-2.02.

RESILIENT SURFACING, COLOR BLENP FER SCHEDULE BELOU. SEE PETAIL I, SHEET L-2.02.

RESILIENT SURFACING SHALL BE INSTALLED UITH UY ALPHATIC BINDER. INSTALL FER MANUFACTURER'S SPECIFICATIONS.

PATTERN: LAGOON
COLOR: 100% TEAL
BY: PER SPECIFICATIONS.
6" UIDE CONCRETE EDGE TO RETAIN RESILIENT SURFACING, FER DETAIL I, SWEET L-2.02. CONCRETE EDGE TO BE FLUSH WITH RESILIENT SURFACING 4 ADJACENT DG OR CONCRETE FAYING.
6" WIGW x 12" UIDE CONCRETE PLANTER CURB, FER DETAIL 4, SWEET L-2.02.
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PATTERN: EARTH
COLOR: 100% - BRIGHT GREEN
BY: PER SPECIFICATIONS
PATTERN: FOAM/UHITE STRIFE/STARS
COLOR: 100% PEARL
BY: PER SPECIFICATIONS.

CONTRACTOR TO LAYOUT ALL EQUIPMENT FER FLAN 4 CONTACT CITY REFRESENTATIYE 4 LANDSCAPE ARCHITECT TO YERIFY LOCATIONS BEFORE PERMANENT INSTALLATION.

RESILIENT SURFACING SHALL BE INSTALLED BY A PRE-QUALIFIED INSTALLER N.P.S.I. CERTIFIED AND SHALL MEET THE REQUIREMENTS BY THE MANUFACTURER. THE INSTALLER SHALL HAYE COMPLETED AT LEAST 10 PROJECTS SIMILAR IN SIZE AND SCOPE IN THE LAST FlYE (5) YEARS.

PATTERN: MOUNTAIN
COLOR: 100% HUNTER GREEN
BY: PER SPECIFICATIONS.

CONTRACTOR SHALL SUBMIT 12"xl2" COLOR SAMPLE OF FINISHED

PRODUCT TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.

PATTERN: SAND
COLOR: 100% - BEIGE
BY: PER SPECIFICATIONS.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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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
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R
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P. RY A N L I C E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

CONSTRUCTION DETAILS
L-2.13
·
386
170
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 LEGEND (CONTINUED FROM INCLUSIVE PLAY AREA DETAIL 1, SHEET L-2.11):
1 128
I
CUSTOM KOMPAN CLIMBING NET, MODEL *881685, AVAILABLE FROM KOMPAN.fl “7
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- CUSTOM KOMPAN ROPE FULL HILLSIDE CLIMBER, MODEL *881655, AVAILABLE FROM KOMPAN.

CUSTOM KOMPAN ROFE POST CLIMBER, MODEL *NS8500433, AVAILABLE FROM KOMPAN. 1 Pr
CUSTOM KOMPAN ROFE BRIDGE, MODEL *NS8500311, AVAILABLE FROM KOMPAN.

GAMETIME SHADOUPLAY SKY RUNNER, MODEL *6231, AVAILABLE FROM GREAT WESTERN.- KOMPAN UNIVERSAL CAROUSEL, MODEL PCMI51-2201, AVAILABLE FROM KOMPAN. | KOMPAN MULTISPINNER CAROUSEL, MODEL "ELE400060-3111, AVAILABLE FROM KOMPAN.s .* • V
iI KOMPAN SFINNER BOWL, MODEL "ELE400024-3TTLG, AVAILABLE FROM KOMPAN.

KOMPAN SFICA I SFINNER, MODEL "GXT801421-3711, AVAILABLE FROM KOMPAN.

FREENOTES FLOWER BELLS ENSEMBLE MUSICAL INSTRUMENTS, AVAILABLE FROM KOMPAN. 3A
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GAMETIME SENSORY WAVE SPINNING SEAT, MODEL *3214, AVAILABLE FROM GREAT WESTERN. 69-TT
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JESSE SANCHEZ
RJM
(O7 V/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Pari ; & R nt REVISION DESCRIPTIONICI I

ENGINEER OF WORK CITY APPROVALOTHER APPROVAL
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TUO UORKING DAYS

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GAMETIME POWERSCAPE DOUBLE-BAY SUING MODEL *81598, AVAILABLE FROM GREAT WESTERN EACH BAY TO HAVE ONE (1) EXPRESSION SUING UNIVERSAL, MODEL *5165 4 ONE (1) ZERO-G CHAIR, MODEL “8556.

ID SCULPTURE ITEMS ARE PRODUCED BY IP SCULPTURE, CONTACT DAN SMITH, WITH ZOOM RECREATION, (949)336-2129 FOR PURCHASING.

KOMPAN FLAY EQUIPMENT ITEMS ARE PRODUCED BY KOMPAN, CONTACT DARYL BRADY, (619)944-8111 FOR PURCHASING.

GAMETIME FLAY EQUIPMENT ITEMS ARE PRODUCED BY GAMETIME, CONTACT KJ LECESNE WITH GREAT UESTERN (619)816-6623.

CONTRACTOR TO LAYOUT ALL EQUIPMENT PER FLAN 4 CONTACT CITY REPRESENTATIVE 4 LANDSCAPE ARCHITECT TO VERIFY LOCATIONS BEFORE PERMANENT INSTALLATION.

A
CUSTOM KOMPAN FLAY STRUCTURE, MODEL "PC124980 4 "KNS8500500, AVAILABLE FROM KOMPAN.

CUSTOM KOMFAN HOOF CLIMBER, MODEL *4902295, AVAILABLE FROM KOMPAN. FOUR (4) HOOFS TOTAL.

ID SCULPTURE LISTENING DISH MODEL "SC214-9, AVAILABLE FROM ZOOM RECREATION. FOUR (4) TOTAL.
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
FREENOTES MUSHROOM ENSEMBLE MUSICAL INSTRUMENTS, AVAILABLE FROM KOMPAN. THREE (3) TOTAL.
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DEFERRED SUBMITTAL ITEM
NOT INCLUDED 4 NOT REVIEWED

ALL PLAY STRUCTURES
A
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L
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Jesse Sanchez 10/9/25
10/10/25
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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

DESCRIPTION

RESILIENT SURFACE COLOR SCHEDULE
A
B
C
D

CONSTRUCTION DETAILS
L-2.14
·
386
171
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 13
A
4 LEGEND:
2 3
4 6" THICK CONCRETE RAVING, FER DETAIL 2, SHEET L-2.01.1612 6" HIGH x 12" UIDE CONCRETE PLANTER CURB, PER DETAIL 4, SWEET L-2.02. 5)D3
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n ROBINIA PARKOUR 5, MODEL *NRO851-1003, AVAILABLE FROM KOMPAN./ 16 KOMPAN SPINNER BOWL, MODEL "ELE400024-3TTLG, AVAILABLE FROM KOMPAN.

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21 ROBINIA CAROUSEL WITH SEATS, MODEL *NRO20-1901, AVAILABLE FROM KOMPAN. \
7 2 /
i+ + +
4 k
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11 ROBINIA DOUBLE ZIPLINE, MODEL *NRO881-1001.+ +
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13 FLAY EQUIPMENT SAFETY ZONE FER MANUFACTURER.

D5 I+
LANDSCAPE PLANTER AREA, REFER TO LANDSCAPE PLANS.
3, A 12BOULDERS FER CONSTRUCTION FLAN, SEE DETAIL 3, SHEET L-2.02. 4 JiCHAIR FER DETAIL I, SHEET L-2.05.

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20 END TABLE FER DETAIL I, SHEET L-2.05.2 X
13 ACCESSIBLE PICNIC TABLE FER DETAIL 4, SHEET L-2.03. *• +
22 /BENCH FER DETAIL I, SHEET L-2.05. *
5)B1 DRINKING FOUNTAIN FER DETAIL 8, SHEET L-2.01.\
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( City of
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JESSE SANCHEZ
RJMCarlsbad (O7 V/30/2021

TUO UORKING DAYS

BEFORE YOU DIG
L -T 1
PATTERN: RED FALL LEAF
COLOR: 100% - TERRACOTTA
BY: FER SPECIFICATIONS.
1 t +
NOTES:

KOMPAN PLAY EQUIPMENT ITEMS ARE PRODUCED BY KOMPAN, CONTACT DARYL BRADY, (619) 944-8111 FOR PURCHASING.

ID SCULPTURE ITEMS ARE PRODUCED BY ID SCULPTURE, CONTACT DAN SMITH, WITH ZOOM RECREATION, (949) 336-2129 FOR PURCHASING.J
A
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1 I
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CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FALL ZONES ARE CLEAR OF OBSTRUCTIONS.
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RESILIENT SURFACING, COLOR BLEND PER SCHEDULE ON RIGHT. SEE DETAIL I, SHEET L-2.02 4 DETAILS 3 4 4, SHEET L-2.05.
12" WIDE FLUSH CONCRETE BAND, FER DETAIL I, SHEET L-2.02. BAND TO BE FLUSH WITH ADJACENT DECOMPOSED GRANITE AND RESILIENT SURFACING.

TRANSITION OF 6" HIGH CONCRETE PLANTER CURB TO FLUSH CONCRETE EDGING, FER DETAIL 4, SHEET L-2.02.

PATTERN: BROWN FALL LEAF
COLOR: 100% BEIGE
BY: FER SPECIFICATIONS.
/ /
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PATTERN: YELLOW FALL LEAF
COLOR: 100% GOLD
BY: FER SPECIFICATIONS.

CONTRACTOR TO LAYOUT ALL EQUIPMENT PER FLAN 4 CONTACT CITY REPRESENTATIVE 4 LANDSCAPE ARCHITECT TO VERIFY LOCATIONS BEFORE PERMANENT INSTALLATION.

PATTERN: EARTH
COLOR: 15% - BRIGHT GREEN 25% - BLACK
BY: PER SPECIFICATIONS
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ID SCULPTURE MAROON BELLS, MODEL ‘NP-CMBO01, AVAILABLE FROM ZOOM RECREATION.

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CUSTOM KOMPAN FLAY STRUCTURE, MODEL *KNS8500068B, AVAILABLE FROM KOMPAN.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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NOT INCLUDED 4 NOT REVIEWED

ALL PLAY STRUCTURES
Jesse Sanchez 10/9/25
10/10/25
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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

DESCRIPTION

RESILIENT SURFACE COLOR SCHEDULE
A
B
C
D
E

CONSTRUCTION DETAILS
L-2.15
·
386
172
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 LEGEND:
14 A18
15 6" THICK CONCRETE PAVING, FER DETAIL 2, SHEET L-2.01.

LI 5 523
12" WIDE CONCRETE BAND, FER DETAIL 1, SHEET L-2.02.6
4 / 6" HIGH x 12" WIDE CONCRETE PLANTER CURB, FER DETAIL 4, SWEET L-2.02.5L n! / 4 2 421
2018 7 8
45 n ROBINIA SUINGS, MODEL *NRO924, AVAILABLE FROM KOMPAN. / 184 ROBINIA EMBANKMENT SLIDE, MODEL *NRO892383, AVAILABLE FROM KOMPAN.2 22 CUSTOM ROBINIA FULL ROPE, MODEL *881412, AVAILABLE FROM KOMPAN.5 18/ ROBINIA STORYTELLER SEATING, MODEL *NRO894983. 6 ioT
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CHAIR FER DETAIL 1, SHEET L-2.05.
19 / END TABLE FER DETAIL 1, SHEET L-2.05.

FLAY EQUIPMENT SAFETY ZONE FER MANUFACTURER.
13 n / SYNTHETIC TURF FLAY MOUND FER DETAIL 2, SHEET L-2.05.V 14 \ LANDSCAPE PLANTER AREA, REFER TO LANDSCAPE PLANS.2
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\12 5 ACCESSIBLE PICNIC TABLE PER DETAIL 4, SHEET L-2.03.7 PICNIC TABLE FER DETAIL 5, SHEET L-2.03.6 9
1 KOMPAN SPICA JUNIOR SPINNER, MODEL "ELE400158, AVAILABLE FROM KOMPAN. 11 1V 1la
/ 2 KOMPAN TODDLER SPICA SPINNER, MODEL *11911, AVAILABLE FROM KOMPAN. 24 ts—
112
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1 SOUTH TOT LOT AREA

SHEETSSHEET
( City of
; i.

JESSE SANCHEZ
RJMCarlsbad rm7 V/30/2021

KOMPAN PLAY EQUIPMENT ITEMS ARE PRODUCED BY
KOMPAN, CONTACT DARYL BRADY, (619) 944-8111 FOR
PURCHASING.
3" ORGANIC-LOCK STABILIZED DECOMPOSED GRANITE PAVING (PRE-MIXED), FER DETAIL 5, SHEET L-2.01.

TRANSITION OF 6" HIGH CONCRETE PLANTER CURB TO FLUSH CONCRETE EDGING, FER DETAIL 4, SHEET L-2.02.

TUO UORKING DAYS

BEFORE YOU DIG

CONTRACTOR RESPONSIBLE FOR ENSURING FALL ZONES DO
NOT CONFLICT WITH HARDSCAFE OR VERTICAL ELEMENTS.
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CONTRACTOR TO LAYOUT ALL EQUIPMENT PER FLAN 4
CONTACT CITY REPRESENTATIVE 4 LANDSCAPE ARCHITECT
TO VERIFY LOCATIONS BEFORE PERMANENT INSTALLATION.

CONTRACTOR SHALL SUBMIT I2"xl2" COLOR SAMPLE OF

FINISHED PRODUCT TO THE CITY FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION.

ROBINIA LOG BALANCING COURSE WITH BRIDGE, WATERLILLIES BALANCE POSTS, 4 BALANCE BEAMS, AVAILABLE FROM KOMPAN.

PATTERN: LAGOON
COLOR: 100% TEAL
BY: FER SPECIFICATIONS.
7 I
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RESILIENT SURFACING SHALL BE INSTALLED WITH UV
ALFHATIC BINDER. INSTALL FER MANUFACTURER’S
SPECIFICATIONS.

RESILIENT SURFACING SHALL BE INSTALLED BY A
PRE-QUALIFIED INSTALLER N.F.S.I. CERTIFIED AND SHALL
MEET THE REQUIREMENTS BY THE MANUFACTURER. THE
INSTALLER SHALL HAVE COMPLETED AT LEAST 10 PROJECTS
SIMILAR IN SIZE AND SCOPE IN THE LAST FIVE (5) YEARS.

PATTERN: MOUNTAIN
COLOR: 100% HUNTER GREEN
BY: FER SPECIFICATIONS.
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CUSTOM STRAWBERRY PLAY STRUCTURE, MODEL *KRS8200419, AVAILABLE FROM KOMPAN.

PATTERN: EARTH
COLOR: 100% - BRIGHT GREEN
BY: PER SPECIFICATIONS
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PATTERN: ANIMAL
COLOR: 100% BLACK
BY: PER SPECIFICATIONS.

PATTERN: SAND
COLOR: 100% - BEIGE
BY: PER SPECIFICATIONS.
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
RESILIENT SURFACING, COLOR BLEND PER SCHEDULE ON RIGHT. SEE DETAIL 1, SHEET L-2.02.
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Jesse Sanchez 10/9/25
10/10/25
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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

CONSTRUCTION DETAILS
L-2.16
·
386
173
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 9
\ LEGEND:D
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311 ROBINIA PARALLEL BARS, MODEL *FRO20100-1201.

X__ TYR,21 2 ROBINIA PUSH UP BARS, MODEL *FRO20900-1001.& 29 2ROBINIA SIT UP BENCH, MODEL *FRO20300-1201. CHAIR FER DETAIL I, SHEET L-2.05. 12 X
ROBINIA SQUARE FULL UF STATION, MODEL *FRO21800-1001. 3 END TABLE FER DETAIL I, SHEET L-2.05.1 \I /
X
ROBINIA VERTICAL NET/UALL, MODEL *FRO21600-1001.

ROBINIA BALANCE BEAM, MODEL *FRO21500-1001.
6 ROBINIA OVER UNDER BARS, MODEL *FRO21400-1201.25
2 7 BENCH FER DETAIL 6, SWEET L-2.03.
4 1324
( 83 \ ROBINIA HURDLES, MODEL *21100-1001.
/
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O CONTROL JOINT FER DETAIL 3, SHEET L-2.01.
21 2
ACCESSIBLE CLEAR SPACE 30" UIDE x 48" LONG
28 20 ALL EXERCISE EQUIPMENT ELEMENT ARE PRODUCED BY KOMPAN, CONTACT DARYL BRADY, (619) 944-8111 FOR PURCHASING. 21/
X 4
12 CONTRACTOR RESPONSIBLE FOR ENSURING FALL ZONES DO NOT CONFLICT WITH HARDSCAFE OR VERTICAL ELEMENTS. 2011 £ 4 16
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SHEETSSHEET
; i.

JESSE SANCHEZ
RJM
(O7 V/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL1 ( REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 2 2
‘ City of
Carlsbad
TRANSITION OF 6" HIGH CONCRETE PLANTER CURB TO
FLUSH CONCRETE EDGING, FER DETAIL 4, SHEET L-2.02.

TWO WORKING DAYS

BEFORE YOU DIG
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—
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(FIBARSYSTEM 100?, FER DETAIL 2, SHEET L-2.02.

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6" CONCRETE EDGE (FLUSH) TO RETAIN WOOD FIBER, FER
DETAIL 2, SHEET L-2.02.

CUSTOM ROBINIA PARKOUR AGILITY COURSE, QUOTE
*881684.

LANDFILL4 RECYCLING RECEPTACLE FAIR PER DETAIL 2,
SHEET L-2.06.
rA
6" HIGH x 12" WIDE CONCRETE PLANTER CURB, FER DETAIL
4, SHEET L-2.02.
/
/
/

ROBINIA DOUBLE OVERHEAD LADDER, MODEL
‘RO21300-l001
NOTES:

CONTRACTOR TO LAYOUT ALL EQUIPMENT PER FLAN 4 CONTACT CITY REPRESENTATIVE 4 LANDSCAPE ARCHITECT TO VERIFY LOCATIONS BEFORE PERMANENT INSTALLATION.

ROBINIA DOUBLE TURBO CHALLENGE, MODEL
#FRO21200-1001.
1 I
JUMP PODS, MODEL FSU22100-0800. SUPPORT COLOR TO
BE SAND1.
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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DRINKING FOUNTAIN/BOTTLE FILLER FER DETAIL 8, SHEET
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DEFERRED SUBMITTAL ITEM
NOT INCLUDED 4 NOT REVIEWED

ALL FLAY STRUCTURES
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Jesse Sanchez 10/9/25
10/10/25
10/10/25

ELECTRIC

VEHICLE
VAN
VAN
HB-1
BP

ELECTRIC

VEHICLE
VAN
VAN
HB-1
BP

PROJECT NAME

PLAN TYPE

PRODUCT
FILE NO.

DRAWN BY:

DATE
SCALE
OF
SHEET
QC ITEM NO.PC. NO.

CONSTRUCTION PLAN
ST-BOL-A42-BG | LIGHTED BOLLARD | BEACON42 ----
Authorized Signature Date
By signing above or stamping this drawing “approved” or “no exception taken” authorization is give to QCP to produce this drawing as shown within a 1/4” tolerance. (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.)
GENERAL PRODUCT NOTES:

MANUFACTURING TOLERANCE ±1/4".

ALL EDGES TO BE EASED.

INSTALLATION IS REQUIRED BY OTHERS.

CONCRETE TEXTURE: CONCRETE COLOR:

WEIGHT:

NATURAL

MISSION WHITE

FRENCH GREY CRAFTSMANS ETCH

STRATALATTE
PRODUCT:

QUANTITY:

SEALER:

CUSTOM: _________
140LBS.

MADE WITH ENDURACAST,

AN ULTRA HIGH

PERFORMANCE CONCRETE
2700K STANDARD ELECTRICAL TEMPERATURE 120-277V
4000K STANDARD ELECTRICAL TEMPERATURE 120-277V
ST-BOL-A42-BG
PERMASHIELD 4200 SEALER
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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

CONSTRUCTION DETAILS
L-2.17

LAYOUT PLAN

DETAIL PLAN
386
174
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 LEGEND:
13 12
116 TTP.1
a2
() TREE WELL WITH 12" WIDE CONCRETE BAND FER DETAIL 6, SHEET L-2.01.& 2 12 TTP.4
2 1
9 MEMORIAL SEAT WALL FER DETAIL 3, SHEET L-2.08.
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SHEETSSHEET
; i.

JESSE SANCHEZ
RJM
(O7 V/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL (D) ALL FORMUORK SHALL BE APPROVED FRIOR TO FOUR.
(E) CAMERA READY GRAPHICS TO BE PROVIDED BY OuNER.

MEMORIAL WALL PANEL 'C' - MARINES MILITARY BRANCH PANEL, SEE DETAIL 3, SHEET L-2.08.

MEMORIAL WALL PANEL ‘D‘ - AIR FORCE MILITARY BRANCH PANEL, SEE DETAIL 3, SHEET L-2.08.

MEMORIAL WALL PANEL 'E' - COAST GUARD MILITARY BRANCH PANEL, SEE DETAIL 3, SHEET L-2.08.

MEMORIAL WALL PANEL 'A 1 - ARMY MILITARY BRANCH PANEL, SEE DETAIL 3, SHEET L-2.08.

MEMORIAL WALL PANEL ‘B‘ - NAVY MILITARY BRANCH PANEL, SEE DETAIL 3, SHEET L-2.08.
0 ‘ City of
Carlsbad

TUO UORKING DAYS

BEFORE YOU DIG
oh
1/8" DIA.

THRU HOLE

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
10)
CD
0 L-
()B
©

ELEVATION VIEW
SCALE: 1-1/4"=1-0
CM
CM
0 CAST-IN-FLACE CONCRETE STAIRS WITH STAINLESS STEEL HANDRAILS, SEE DETAIL 2, SHEET L-2.09.
12" WIDE COLORED CONCRETE BAND WITH BRONZE TEXT INLAY FER DETAIL 1, SHEET L-2.10. COLOR TO BE 'SAN DIEGO BUFF1 *5231 AVAILABLE FROM DAVIS COLORS, WITH TOFCAST *5 - SANDBLAST FINISH.
45' TALL COMMERCIAL GRADE ALUMINUM EXTERNAL HALYARD FLAG FOLE, SEE DETAIL 2, SHEET L-2.08.

ORCO TRE EXPRESS FRECAST CONCRETE PAVERS FER FLAN, SEE DETAIL 4, SHEET L-2.01. COLOR TO BE 'TUSCANY' WITH AGED FINISH. CONTACT MIKE MILLARD AT ORCO, (949)241-6669.
a i
12" WIDE COLORED CONCRETE BAND FER DETAIL 6, SHEET L-2.01. COLOR TO BE 'SAN DIEGO BUFF' «5231 AVAILABLE FROM DAVIS COLORS, WITH TOFCAST *5.
4)
7 1—
M

QCP PRECAST CONCRETE
BEACON 42' LIGHTED

BOLLARD, MODEL
*ST-BOL-A42-BG, COLOP
TO BE 'LATTE1 4 FINISH TO
BE 'STRATA1.
in
CM
0 CAST-IN-FLACE CONCRETE CIRCULAR SEAT WALL FER DETAIL 2, SHEET L-2.0.

CM
70VP
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DESIGN DATE PREPARED: 9/09/2025
GROUP
0 8

SECTION VIEW
SCALE: 1-1/4" = I'-O"
/ (
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WEATHER BOX
/CONTAINS LED

DRIVER)

POLTURETHANE

CONDUIT

FIBERGLASS
PEBAP
j

BOTTOM VIEW
SCALE: 1-1/4" = I'-O"
©

PERSPECTIVE VIEW
SCALE: 1-1/4"=1-2n
PLAN VIEW_________
SCALE: l-l/4" = r-0"
©
©
©
©
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QC0
www.qcp-corp.com
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NOTES:
(A) CONTRACTOR TO SUBMIT SAMPLES OF ALL MATERIALS FOR AFFROVAL BY CITY FRIOR TO ANY INSTALLATION OR FORMWORK.
golle
es
(B) CONCRETE SAMFLE SHALL BE A 4‘x‘4‘ FANEL FOURED ON SITE WITH SPECIFIED COLOR 4 FINISH. ONE SAMPLE FOR EACH COLOR AND/OR FINISH INCLUDING SAMPLE OF BRONZE LETTER INLAY IN CONCRETE. (C) APPROVED SAMPLES WILL BE USED AS A REFERENCE SAMPLE FOR ALL WORK INSTALLED.
(13) MEMORIAL WALL PANEL ‘F‘ - SPACE FORCE MILITARY BRANCH PANEL, SEE DETAIL 3, SHEET L-2.08.
(4) MEMORIAL GATEWAY ENTRY COLUMN, SEE DETAIL I, SHEET L-2.09. (5) MEMORIAL GATEWAY ENTRY WALL, SEE DETAIL, I, SHEET L-2.09. (io) CAST-IN-FLACE TAPERED CONCRETE SEAT WALL, FER DETAIL 3, SHEET L-2.01.

UNDERGROUND SERVICE
_ ALERT
CALL:
811
/
/
N/9,
'-0"
534"
278"
(4) 1/2" DIA. q
(FS-2)
/
/
/
Jesse Sanchez 10/9/25
10/10/25
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 E NSE
NO
.2
50 2L

ICENSED

LANDSCAPE ARCHITECT
STATE

OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

CONSTRUCTION DETAILS
L-2.18
386
175
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 LEGEND:

ARMY MOTTO: THIS UE’LL DEFEND
O )
\
24-2)2"
.2/ I
20‘-478
121-3/4"
22‘-178"
15-478"
——- —
6-334"
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SHEETSSHEET
-; i.

JESSE SANCHEZ
CALL:

RJM
(O7 V/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TUO UORKING DAYS

BEFORE YOU DIG
I
|
I
I
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/
/
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
/
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4 0
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DESIGN DATE PREPARED: 9/09/2025
GROUP
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(3) MARINE MOTTO: SEMPER FIDELIS - ALWAYS FAITHFUL
(4) COAST GUARD MOTTO: SEMPER PARATUS - ALWAYS READY
(5) AIR FORCE MOTTO: AIM HIGH... FLY-FIGHT-WIN
@ SPACE FORCE MOTTO: SEMPER SUPRA - ALWAYS ABOVE
SCALE: I" = 4'-0"
• City of
Carlsbad
Parks & Recreation Department
"Gy,
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UNDERGROUND SERVICE
_ ALERT
4, “10
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NOTES:
© ALL LETTERING TO BE 1/8" THICK BRONZE INLAY TEXT IN THE FONT - "GARAMOND", 9" IN HEIGHT, UIDTH FACTOR 1.0.
© REFER TO SHEET L-2.10 FOR BRONZE INLAY DETAILS.

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/
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Jesse Sanchez 10/9/25
10/10/25
10/10/25

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
NO

PARKING

VANVANNO

PARKING

PARKING
ONLY

MINIMUM
FINE $250

PARKING
ONLY

MINIMUM
FINE $250
VAN

ACCESSIBLE

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

CONSTRUCTION DETAILS
L-2.19
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
386
176
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Pi SURVE RESPONSIBILITY NO S:
—
1 2
1 nELEVATIONO
- —
I T12' 6‘ 91 9‘ S'
113
[ [ [ (
21 0
10 12 11 15_ 150 3
00 S'
4 16
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— — —ll- - I(11) 4" WIDE BLUE PARKING STRIFE FOR ALL ACCESSIBLE STALLS. 1|111=1 EDGE OF PARKING LOT ASPHALT.

NOTES;
©ALL PARKING STALLS MEASURE S' IN WIDTH (MIN. X IS' IN LENGTH (MIN). THIS APPLIES TO ALL STANDARD STALLS, EV STALLS, 4 ACCESSIBLE STALLS. ALL ACCESS AISLES FOR ACCESSIBLE PARKING STALLS GALVANIZED SQUARE TUBING, 12 GAUGE, WITH 1/16" HOLES ON ALL SIDES, 1" O.C. 60 (E) ALL LETTERING 4 PARKING SYMBOLS TO BE CENTERED WITHIN EACH PARKING STALL. ALL SIGNAGE FOR — PARKING STALLS TO BE CENTERED AT FRONT OF STALL.(21) ACCESSIBLE ROUTE ("SHOWN FOR REFERENCE ONLY? I ACCESSIBLE 4 EV PARKING STALLS/STRIPING/SGNAGE
GENERAL CONSTRUCTION NOTES:

VERIFY ALL PROPERTY LINES OR LIMIT OF UORK LINES PRIOR TO COMMENCING UORK THE CONTRACTOR SHALL NOTIFY THE CITY'S ENGINEER TUO (2) UORKING DAYS PRIOR TO START OF CONSTRUCTION. SUBSTITUTIONS MUST BE APPROVED IN URITING BY THE CITY.

THE CONTRACTOR SHALL PROVIDE 12-HOUR NOTICE TO AFFECTED UTILITIES UHEN RELOCATION IS REQUIRED.

THE CONTRACTOR SHALL NOT BLOCK DRIEUATS OR VEHICULAR TRAFFIC DURING THE PROCESS OF CONSTRUCTION.

THE CONTRACTOR WILL COMPLY TO HPUH, APUA UATCH TRAFFIC CONTROL HANDBOOK DURING CONSTRUCTION. DO NOT SCALE DRAWINGS.

THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION DIAL 811. TRAFFIC CONTROL FLAN SHALL BE MUTCD MANUAL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. A CONSTRUCTION PERMIT FROM CITY ENGINEERING DIVISION IS REQUIRED FOR ANY WORK DONE IN THE PUBLIC RIGHT OF WAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS.

SHEETSSHEET
MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS.

JESSE SANCHEZ
RJM
(
4 21/30/2021

BUILDING OFFICIAL DATE
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 0900
/
( ( 6-
oh
I
Q
00 I
3 <0
I
0 (15) 4" WIDE WHITE STANDARD PARKING STRIFE.
(o) 1/4" EXPANSION JOINT MATERIAL SURROUNDING POST AT CONCRETE SLAB ONLY. (7) 36" WIDE QUIKRETE CONCRETE WHEEL STOP
(18) 36" WIDE DETECTABLE WARNING STRIP PER SAN DIEGO REGIONAL STANDARD DRAWING - G-30 ON SHEET C-0.01.
(19) EV CHARGING STATION, FER ELECTRICAL PLANS.

CO
I
0 THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE PROJECT BETWEEN THE HOURS OF 4:30 PM. AND 1:30 AM. ON ANY DAY NOR SATURDAY, SUNDAY, OR HOLIDAYS AT ANY TIME EXCEPT AS APPROVED BY THE CITY.

TUO UORKING PAYS

BEFORE YOU DIG
42" HIGH PROTECTIVE CONCRETE BOLLARD, QUICKCRETE PRECAST MODEL "ST-BOL-U-A42-BG WITH BELOW GRADE MOUNT. COLOR TO BE 'NATURAL' WITH 'SANDSTONE' FINISH. REFER TO SHEET L-2.17, DETAIL 2 FOR BOLLARD DETAIL. 10 (0
0 0
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0)
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_ City of
Carlsbad
9 2
A

DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE.

P e
(h)
I
co
36"x36" INTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEM. SYMBOL TO BE FAINTED WHITE WITH BLUE BACKGROUND 4 WHITE OUTLINE.

PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. —

THE GENERAL CONTRACTOR WARRANTS TO THE CITY AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS.

IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF APWA, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND STATE STANDARD SPECIFICATIONS, 2023 EDITION, 2023 COUNTY OF LOS ANGELES BUILDING CODE /TITLE 26), ELECTRICAL CODE /TITLE 21/, PLUMBING CODE /TITLE 28), MECHANICAL CODE /TITLE 29), GREEN BUILDING STANDARDS CODE /TITLE 31), 4 EXISTING BUILDING CODE /TITLE 33).

INCLUDE BEST MANAGEMENT PRACTICES NECESSARY TO CONTROL STORMWATER POLLUTION FROM CONSTRUCTION ACTIVITIES 4 FACILITY OPERATION TO THE SATISFACTION OF THE CITY. CONTRACTOR SHALL GENERATE STORMWATER POLLUTION PREVENTION PLAN (SUPPP) THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURE NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHOWN± THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND

HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT

SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIALS OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR

AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING

CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE, AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR HAULING 4 DISPOSING HAZARDOUS/ASBESTOS MATERIALS INCLUDING RETAINING ENVIRONMENTAL FIRM IF NEEDED.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE.

CM
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6‘ CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ENTIRE PERIMETER OF THE AFFECTED SITES. THE CONSTRUCTION FENCE SHALL BE INSTALLED TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.

A. NOTE; CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING

COMPLETE, TIMELY, AND ACCURATE FIELD LAYOUT OF THE PROPOSED

SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO,

HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION

AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

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II-ITT BY
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DESIGN PATE PREPARED: 9/09/2025
GROUP
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C. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS.

DIFFERENCES MAY EXIST BETWEEN THESE ELECTRONIC FILES AND

CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE

SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS AND THE

ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR

DETERMINING IF ANY CONFLICTS EXISTS AND SHALL BRING ANY

DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE

ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY

COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING AND WITHOUT

LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL

DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD

CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER
CONTRACTORS FOR THE PROJECT.

L
D. THE DIGITAL INFORMATION PROVIDED BY RJM DESIGN GROUP, INC. SHALL

NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT

DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER

PARTY WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP,
INC. THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN

INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF RJM DESIGN GROUP, INC.

PLAN VIEW
SCALE: 1/4" = l'-0"
B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS

SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION FOR USE IN PREPARING THE NECESSARY FIELD

SURVEYING/LAYOUT OF PROPOSED IMPROVEMENTS BY THE CITY
REPRESENTATIVE. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.
©
ACCESSIBILITY RAMP CLEARANCE.
(3) 2" GALVANIZED SQUARE TUBING, 12 GAUGE, WITH 1/6" HOLES ON ALL SIDES, I" O.C. — (UNISTRUT, TELESPAR, OR APPROVED EQUAL?.

CALL;
an

UNDERGROUND SERVICE
_ ALERT
MEASURE THE SAME S' WIDE x IS' LONG (MIN.)
(B) CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO CITY 4 LANDSCAPE ARCHITECT FOR APPROVAL - PRIOR TO FABRICATION.
(C) ALL STEEL POSTS SHALL CONFIRM TO THE STANDARD SPECIFICATIONS FOR HOT ROLLED CARBON SHEET — STEEL, COMMERCIAL QUALITY, ASTM DES A-569-12, (IN LINE GALVANIZED ZINC COATING? 4 A CROSS-LINKED POLYURETHANE ACRYLIC EXTERIOR COATING.
(D) FOR ACCESSIBLE ELECTRIC VEHICLE PARKING STALLS, REFER TO DETAIL 1, SHEET L-2.01 FOR SIGN - HEIRARCHY. ELECTRIC VEHICLE PARKING ONLY SIGN TO BE MOUNTED BELOW ALL ACCESSIBLE PARKING SIGNAGE.
(4) 2/4"r (UNISTRUT, TELESPAR, OR APPROVED EQUAL?
9 WIDE ACCESS AISLE ADJACENT TO ACCESSIBLE PARKING STALLS. ALL LINES TO BE 3" WIDE, PAINTED BLUE, WITH 12" HIGH 'NO PARKING' LETTERING PAINTED IN WHITE. (5) PAVING PER PLAN. FINISHED SURFACE, PER CIVIL ENGINEERING PLAN. () COMPACTED, MOISTURE-CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT. (1) 12" WIDE x 18" HIGH 'ELECTRIC VEHICLE PARKING ONLY' SIGN, MOUNTED TO SIGN POST. (8) 36"x36" ELECTRIC VEHICLE CHARGING STATION SYMBOL WITH PLUG. SYMBOL TO BE - PAINTED WHITE WITH GREEN BACKGROUND 4 WHITE OUTLINE.
(5) 'ELECTRIC VEHICLE PARKING ONLY' LETTERING TO BE 3" HIGH WITH 5" GAP BETWEEN 7 LINES OF TEXT. TEXT STYLE TO BE ARIAL, STANDARD WIDTH, COLOR TO BE GREEN. (0) 4" WIDE GREEN PARKING STRIPE FOR ALL EV PARKING STALLS, EXCEPT ACCESSIBLE — STALLS. ALL ACCESSIBLE EV PARKING STALLS WILL BE PAINTED BLUE. 19 TLEGEND:
(1) 12" WIDE x 24" HIGH HANDICAP PARKING ONLY SIGN, WITH MINIMUM FINE >250 TEXT, 1 MOUNTED TO SIGN POST.
(2) 12" WIDE x 6" HIGH VAN ACCESSIBLE SIGN, MOUNTED TO SIGN POST. TO BE INSTALLED — ONLY ON STALLS WITH ACCESS AISLE ON RIGHT SIDE OF STALL TO ALLOW FOR VAN 13 JT
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Jesse Sanchez 10/9/25
10/10/25
10/10/25
10'
10'
X
X

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLE

PARKINGONLY

ELECTRICVEHICLE

PARKINGONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
X
X
X
X
X
X
X
X
X
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
XX
X
X
X
X
HB-1
HB-1
BP
HB-1
HB-1
HB-1
HB-1
HB-1
BP
LV-1
FD-2WC-1
GB42GB18
GB36
3" VTR
SD
S-1
FD-1
FD-1
LV-1
WC-1
GB42GB18
GB36
SD
HB-1
WC-1
LV-1
SD
FD-2
WC-1
LV-1
SD
GB42
GB18
GB36
FD-2
WC-1
LV-1
SD
GB42
GB18
GB36
FD-2
FD-2
3" VTR
3" VTR
3" VTR
HB-1
WC-1
LV-1
SD
FD-2
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-2
HB-1
S-1
S-3
FS
WC-1
LV-1
WC-1
GB42
GB18
GB36
SD
3" VTR
FD-1
FD-1
FD-2
GB42
GB18
GB36
LV-1
SD
FD-2
FD-2
SD
LV-2
SD
3" VTR
LV-2
FD-2
FD-2
LV-1
FD-2
WC-1
3" VTR
BP
WC-1
LV-1
SD
SD
WC-1
GB42
GB18
GB36
LV-1
SD
FD-2
WC-1
GB42
GB18
GB36
LV-1
SD
FD-2
FD-2
3" VTR
3" VTR
3" VTR
X

RECYCLED WATER

VETERANS MEMORIAL PARK
DEH2024-LRWS-001489

RECYCLED
WATER
IN USE
AVE
COSTA
LA
BLVD

CARLSBAD
ROAD
ALGA
N

PACIFIC
OCEAN

PALOMAR

AIRPORT
ROAD
EL
CAMINO
REAL

INTERSTATE

HIGHWAY
78 CITY OF

SANMARCOS

CITY OF ENCINITAS

CITY OF VISTA
NOT TO
SCALE
RANCHO

SANTA FE
ROAD

CITY OF OCEANSIDE

DIAL TOLL FREE
1 - 800 - 422 - 4133

AT LEAST TWO DAYS

BEFORE YOU DIG
T.M.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

SYMBOLS LEGEND
2" BACKFLOW PREVENTER - REFER TO NOTES

ON-SITE LANDSCAPE AREA IRRIGATED
WITH RECYCLED WATER = 1,260,654 S.F.
3" RECYCLED WATER METER

STREET RECYCLED WATER LINE

NNOT TO
SCALE

SITE LOCATION
09-30-25

VETERANS MEMORIAL PARK
GD,RJM
LRCIP-4609

WHITMAN WAY

FARADAY AVE

STREET POTABLE WATER LINE
Signature
Renewal Date
Date
L A R R Y P. R
Y
A
NLIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A
2" DOMESTIC WATER METER FOR

BUILDINGS AND DRINKING FOUNTAINS
(2) 2" TEMPORARY BACKFLOWS CONNECTED TO
FIRE HYDRANT FOR TEMPORARY 'HIGH-LINED' 4"

DOMESTIC WATER MAINLINE SERVING IRRIGATION

SYSTEM PRIOR TO RECYCLED WATER SERVICE
BEING ESTABLISHED.
6" FIRE DOUBLE CHECK

FIRE HYDRANT
NOTE: DUE TO SCALE RESTRAINTS, REFER TO SHEET 167A (L3.01A) FOR RECYCLED WATER MAINLINE PIPE, VALVE, AND SIGN LOCATIONS. ALSO ON SHEET 167A ARE THE FIRE/DOMESTIC WATER MAINLINE PIPES,

DRINKING FOUNTAINS, EATING/GATHERING LOCATIONS AND QUICK COUPLERS.
8" WATER LINE
12" RECYCLED
WATER LINE2" BUILDING/DRINKING
FOUNTAIN BACKFLOW.
6" FIRE DOUBLE CHECK
W/6" SERVICE LINE FROM STREET.
2" DOMESTIC WATER QUICK
COUPLER BACKFLOW.
3" RECYCLED WATER METER
W/ 4" SERVICE LINE FROM STREET.
2" BUILDING/DRINKING
FOUNTAIN BACKFLOW.
6" SERVICE STRAIGHT FROM
STREET TO FIRE HYDRANT.
(2) 2" TEMPORARY BACKFLOWS
CONNECTED TO FIRE HYDRANT.
2" DW METER
2" DW METER
DM
RM
DM
RM
DM
2" DOMESTIC WATER QUICK
COUPLER BACKFLOW.

NOTE: REFER TO SHEET 167A

FOR DETAIL WATER UTILITY

MAP DOWNSTREAM OF WATER
METERS AND SERVICE LINES.
386
177
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 546-1A
L-3.01

GENERAL NOTES
Y M
SHEET TITLE SHEET NUMBER4 44 44RECYCLED WATER NOTES JO TITLE SHEET 167 WATER UTILITY MAP 167 A

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT’S RULES AND REGULATIONS. RW HYDROZONE MAP 168
IRRIG. LEGEND & NOTES 1692. DRINKING WATER EOU N TAI NS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.

IRRIGATION DETAILS 170,171,172

3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE IRRIGATION PLANS 170-192BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. —
HOSE BIBS ARE STRICTLY PROHIBITED.4. SIGNAGE NOTES 9
1 ‘Y5. ITHE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY HIGH-LINED NOTE:PLACE 16. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.

COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. ask7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER W DISTRICT’S RULES AND REGULATIONS. 1. GUIDELINES FOR RECYCLED WATER USE I 2 INSPECTION PROCEDURES:8. RPA. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING i
I

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

I-EUSER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED 6 TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. ISUBMITTING THE "CERTIFICATION OF COMPLETION” FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION O9. BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. I ' 0 INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYINGEFFICIENT SCHEDULING OF10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED 4WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH ■ t ‘I_
d)
©
C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE 5”CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND11.

LOTS, AND STREETS AND SIDEWALKS.
s V
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.

13. RPE.

DC
ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON—POTABLE OR RECYCLED14.

WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING

ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER F.DISTRICT’S RULES AND REGULATIONS.

APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN15. BFACCORDANCE WITH DISTRICT STANDARDS. I

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

16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES TAGS SHALL BE WEATHERPROOF PLASTIC, 3”x 4”, PURPLE IN COLOR,A.

MAINTAIN AT LEAST TWELVE INCHES CROSSING WITH THE WORDS "WARNING RECYCLED WATER - DO NOT DRINK” BFION ONE SIDE, AND "AVISO - AGUA IM PUR A- NO TOM AR” ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT PRP17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A 0037a.POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, F
B. 6))
A18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR1. IMUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF WATER EFFICIENT LANDSCAPE DECLARATION:2.ENVIRONMENTAL HEALTH. (/ AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY19.

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

S))BE FORWARDED TO THE 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS.

20. BY: LARRY P. RYAN 09—15—25
G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE THE WORDS "RECYCLED WATER USED FOR 493—2600( 949 )IDENTIFIED WITH A SIGN BEARING PHONE NO:

21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1” HIGH ON A 09—30—252502REGISTRATION NO: EXPIRATION DATE:DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM INSPECTION PROCEDURESREQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH DECLARATION OF RESPONSIBLE CHARGE: DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE:1.

IN CASE OF EMERGENCY CONTACT BOB ROTA AT 760— 476—2468
\
OR AFTER HOURS CONTACT BOB ROTA AT 760—476—2468

22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR23. CALL OUT ON THE PLANS IF DESIGNATED OUTDOOR EATING AREAS ON THE SITE.

24. PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATEDA 2. DISTRICT FINAL INSPECTION SHALL INCLUDE:

WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DATEENVIRONMENTAL HEALTH SPECIALISTDISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.

25. 09—15—25 99 99
AS BUILT3195 CAMINO CAPISTRANO
COPPER”. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND SAN JUAN CAPISTRANO, CA 92675BY CALLING (442) 339-2362 TITLE DATEE.

REVIEWED BY:( 949 ) 493—2600PHONE NO:

EXPIRATION DATE: 09-30-252502REGISTRATION NO:

INSPECTOR DATE
RT DI
1” BLACK LETTERS
CARLSBAD MUNICIPAL WATER DISTRICTVICINITY MAPIn Order to Conserve Water... 3.

SHEET

CITY OF CARLSBADA

PLANNING DIVISION SHEETS
DO NOTQ00 COO
Z
CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME:V
ADDRESS:
4 230/2025
TELEPHONE:
•//2025 DRWN BY: PROJECT NO. DRAWING NO.DATE INITIAL

TYPICAL SIGNS

DATE INITIAL DATE INITIAL
REVISION DESCRIPTION CHCKD BY:DISTRICT ENGINEER ENGINEER OF WORK OTHER APPROVAL CITY APPROVALDATE C:\DRAWING FILES\TITLE SHEETS\RECYCLED WATER TITLE SHEET.DWG 3/1 /2016

THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT’S RULES AND REGULATIONS. 11 is ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL NON-INSPECTING PARTY.

BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS.

IMPRINTED

IMPRINTED
AW
1 1 \

WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR’S RULES AND REGULATIONS AND THE SPECIFIC AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.

ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:

DATE PLAN PREPARED:

BY:____________________
1 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

ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR
IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED.

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

PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.

BELOW POTABLE WATER LINES AND
SEPARATION BETWEEN OTHER UTILITIES.

THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE

CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF O5O

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.

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

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.

I HAVE PREPARED

I CERTIFY THAT THE
FIRM NAME & ADDRESS:

RJM DESIGN GROUP: LARRY P. RYAN

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 BRAD LENAHAN, LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS.

NO TOME

EL AGUA

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

COUNTY OF SAN DIEGO

DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY

LAND AND WATER QUALITY DIVISION

CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED.

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.

INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR THE PARK’S DEPT. INSPECTOR, OR THEIR 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

ALL NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE WATER

SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DEH. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH.

SIGNAGE INSTALLED PER PLAN.

CONTROLLER STICKERS.

TAGGING OF VALVES.

COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO

ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE.

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

REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.

REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.

CROSS-CONNECTION TEST IF REQUIRED.

COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER.

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

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

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.

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.

CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT.

I HEREBY DECLARE THAT I AM THE 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.

OF CARLSBAD’S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS.

THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL.

PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER.

REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER,

CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO
IMPLEMENTATION IN FIELD.
12” X 36” SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS

PRIVATE (ONSITE) RECYCLED
WATER SYSTEM FOR:

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

PIPE IDENTIFICATION.

SLEEVING AT CROSSINGS.

APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS.

V
V
A.
18” X 18” SIZE
.032 ALUMINUM, .060 ABS PLASTIC

OR STICK-ON VINYL SIGNS
POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE.

ON 8-1/2” X 11” SIZED SIGN.

Expiration
Date:

12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE ACME THREAD, AND OF A TYPE DESIGNED

FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT’S RULES AND REGULATIONS.
36”
(N.T.S.)
1 1” BLACK LETTERS
2” BLACK LETTERS

WASH HANDS AFTER CONTACTING

LAVESE SUS MANOS DESPUES DE USAR

BLACK LOGO
/---- PURPLE BACKROUND

APPROVED FOR IRRIGATION AND

PLANTING ONLY, INCLUDING

PRECISE LOCATION OF PLANTING
AREA
K RP IlDc”
ANNUAL INSPECTION SHALL INCLUDE:

A COMPLETE INSPECTION THAT WILL COVER A-1 OF THE DISTRICT FINAL INSPECTION.
rv NJ

WARNING RECYCLED WATER

DO NOT DRINK
11 I1
1 1
W ‘1 ss
10/10/25
10/10/25
10'
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ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY
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X X X X X X X X X X X
HB-1
HB-1
BP
HB-1
HB-1
HB-1 HB-1
HB-1
BP
LV-1
FD-2
WC-1
GB42
GB18
GB36
3" VTR
SD
S-1
FD-1
FD-1
LV-1WC-1
GB42GB18
GB36
SD
HB-1
WC-1
LV-1
SD
FD-2
WC-1
LV-1
SD
GB42
GB18
GB36
FD-2
WC-1
LV-1
SD
GB42
GB18
GB36
FD-2
FD-2
3" VTR
3" VTR
3" VTR
HB-1WC-1
LV-1
SD
FD-2
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-2
HB-1
S-1
S-3FS
WC-1
LV-1
WC-1
GB42
GB18
GB36
SD
3" VTR
FD-1
FD-1
FD-2
GB42
GB18
GB36
LV-1
SD
FD-2
FD-2 SD
LV-2
SD
3" VTR
LV-2
FD-2
FD-2
LV-1
FD-2
WC-1
3" VTR
BP
WC-1
LV-1
SD
SD
WC-1
GB42
GB18
GB36
LV-1
SD
FD-2
WC-1
GB42
GB18
GB36
LV-1
SD FD-2
FD-2
3" VTR
3" VTR
3" VTR
X
X
X
X
X
X
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DWDW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
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DW
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DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
DW
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DW
DW
DW
DW
DW
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DW
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DW
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DW
DW
DW
DW
DW
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DW
DW
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DW
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DW
DW
BV
BV
BV
BV
BV
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BV
BV
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BV
BV
BV
BV
BV
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BV
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BV

BV BVBV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
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BV
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BV
BV
BV
BV
BV
BV
BV
BV
BV
BV
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BV
BV
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BV
BV
BV
BV
BV
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BV
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DW
DW
DW
DW
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DM
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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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

WATER UTILITY MAP
L-3.01A

DRINKING FOUNTAIN

RW WARNING SIGN

RW QUICK COUPLER

RW REMOTE CONTROL
VALVE

RW MANIFOLD BALL VALVE

RW DRIP REMOTE

CONTROL VALVE

RW GATE VALVE

RW STUB-OUT AND SPLICE
BOX. FUTURE WORK TO BE

APPROVED BY CMWD AND
DEHQ.
3/4" DW

BUILDING

WATER LINE
2" DW

BUILDING

WATER LINE
2" DW

BUILDING/DRINKING

FOUNTAIN AND QUICK

COUPLER WATER LINE
2" DW QUICK COUPLER

SERVICE LINE
2" DW

BUILDING/DRINKING

FOUNTAIN AND QUICK

COUPLER WATER
METER
2" DW

BUILDING/DRINKING

FOUNTAIN

BACKFLOW

PREVENTER
6" FIRE SERVICE

DOUBLE CHECK

SLEEVE AT RW/DW

MAINLINE PIPE CROSSING

PER DETAILS AND NOTES

SLEEVE AT RW/DW

MAINLINE PIPE CROSSING

PER DETAILS AND NOTES

FIRE HYDRANT
2" DW QUICK COUPLER

MAINLINE PIPE
2" DW

DRINKING

FOUTAIN

WATER LINE
2" DW

DRINKING

FOUTAIN

WATER LINE
3/4" DW

DRINKING

FOUTAIN

WATER LINE
2" DW

BUILDING/DRINKING

FOUNTAIN AND QUICK

COUPLER WATER LINE
2" DW

BUILDING/DRINKING

FOUNTAIN AND QUICK

COUPLER WATER
METER
2" DW

BUILDING/DRINKING

FOUNTAIN

BACKFLOW

PREVENTER
6" FIRE SERVICE

LINE TO FIRE

HYDRANT
(2) 2" DW TEMP.

BACKFLOW

PREVENTERS,

CONNECTED TO FIRE

HYDRANT FOR
'HIGH-LINED' PIPE
SLEEVE 4" PIPE UNDER
ENTRANCE.
4" TEMPORARY
'HIGH-LINED'

IRRIGATION PIPE
3" RECYCLED WATER
METER WITH 4"

SERVICE LINE

RW POINT OF

CONNECTION

ENLARGEMENT
2" DW

BUILDING/DRINKING

FOUNTAIN WATER LINE
2" DW BUILDING

WATER LINE
2" DW DRINKING

FOUNTAIN WATER LINE
3/4" DW

DRINKING

FOUTAIN

WATER LINE

DRINKING FOUNTAIN

RW WARNING SIGN

RW QUICK COUPLER

RW REMOTE CONTROL
VALVE

RW MANIFOLD BALL VALVE

RW DRIP REMOTE

CONTROL VALVE

RW GATE VALVE
2" DW DRINKING

FOUNTAIN WATER LINE
1" DW QUICK COUPLER
WITH 2" BALL VALVE
1" DW QUICK COUPLER
WITH 2" BALL VALVE
2" DW QUICK COUPLER BACKFLOW.
"TEE'D-OFF" DOWNSTREAM OF

BUILDING/DRINKING FOUNTAIN
BACKFLOW.
2" DW QUICK COUPLER

MAINLINE PIPE

RW STUB-OUT AND SPLICE
BOX. FUTURE WORK TO BE

APPROVED BY CMWD AND
DEHQ.

RW STUB-OUT AND SPLICE
BOX. FUTURE WORK TO BE

APPROVED BY CMWD AND
DEHQ.

RW STUB-OUT AND SPLICE
BOX. FUTURE WORK TO BE

APPROVED BY CMWD AND
DEHQ.

RW STUB-OUT AND SPLICE
BOX. FUTURE WORK TO BE

APPROVED BY CMWD AND
DEHQ.

WHITMAN WAY

FARADAY AVE

DRINKING FOUNTAIN

SLEEVE AT RW/DW

MAINLINE PIPE CROSSING

PER DETAILS AND NOTES

GATHERING / EATING
AREAS

GATHERING /

EATING AREAS

GATHERING /

EATING AREAS

GATHERING /

EATING AREAS

GATHERING /

EATING AREAS

SLEEVE AT RW/DW

MAINLINE PIPE CROSSING

PER DETAILS AND NOTES

SLEEVE AT RW/DW

MAINLINE PIPE CROSSING

PER DETAILS AND NOTES

SLEEVE AT RW/DW

MAINLINE PIPE CROSSING

PER DETAILS AND NOTES

GATHERING /

EATING AREAS
6" FIRE LINE TO

HYDRANT
2" DW QUICK COUPLER BACKFLOW.
"TEE'D-OFF" DOWNSTREAM OF

BUILDING/DRINKING FOUNTAIN
BACKFLOW.
386
178
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Sum
RECYCLED AATER IRRS ATI ON EQUIPMENT LEGEND—— i
MODEL No. / DESCRIPTIONMANUFACTURERSYMBOL
*
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“4 230/2025
9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL Mv
PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR AIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE.

DESIGN
GROUP

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CONTROLLERS 'A' AND B' SHARE A MASTER VALVE AND FLOW SENSOR

CONTROLLERS C, 'D' AND 'E' SHARE A MASTER VALVE AND FLOW SENSOR CONTROLLERS 'F', ‘S SHARE A MASTER VALVE AND FLOW SENSOR CS-2W-2ST DECODER / SURGE PROTECTION DEVICE FOR GROUNDING AND PROTECTING THE TWO-WIRE PATH. USE A GROUND ROD OR GROUND PLATE PER SITE CONDITIONS. LOCATE WHERE SHOWN ON THE PLANS OR NO MORE THAT 500 FEET ON CENTER ALONG THE TWO-WIRE PATH. (2) 2" 825Y, RP BACKFLOW TO BE INSTALLED TEMPORARILY UNTIL RECYCLED WATER IS APPROVED FOR ONSITE USE BY THE WATER DISTRICT.

INSTALL PER WATER DISTRICT DETAILS AND RECOMMENDATIONS. (3) 3" MODEL G2OOCR-3OD-XPR-NP NORMALLY CLOSED, PRESSURE REGULATING MASTER CONTROL VALVE, WIRE TO CONTROLLER USING 14 GAUGE WIRE WITHIN A I" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. (5) 2" OS2OO-2OPW ULTRA SONIC FLOW SENSORS, WIRE TO CONTROLLER USING 14 GAUGE WIRE WITHIN A I" PVC CONDUIT, INSTALL AT AN ANGLE AND WIRE PER MANUFACTURER'S RECOMMENDATIONS. 8200CR-IOD-NP 0'9 BRASS REMOTE CONTROL VALVE WITH SCH.GO BALL VALVE AND HUNTER I" HY-IOO-R/PMR4OMF4F4FV FILTER AND PRESSURE REGULATOR

FOR USE WITH RECYCLED WATER, INSTALL IN A PURPLE JUMBO RECTANGULAR VALVE BOX (s) CS3-43-4S-SD/CS3-EN/CS3-MSSE-KIT/CS3-FL/CS3-W-KIT/TP-IIO, FOR CONTROLLERS 'A' AND 'B', 'C AND 'D', AND 'F' AND 'G'. TWO (2) CONTROLLERS ARE TO BE INSTALLED IN ONE (I) DOUBLE WIDE STAINLESS STEEL TOP ENTRY ENCLOSURE. NOTE THAT CONTROLLER '& SHALL HAVE A -2W FEATURE ADDED TO THE PART NUMBER FOR A 2-WIRE PATH TO THE TEMPORARY HABITAT RESTORATION AREAS. (I) CS3-4S-S/CS3-EN/CS3-MSSE-KIT/CS3-W-KIT/TP-IIO, FOR CONTROLLER E'. ONE (I) CONTROLLER INSTALLED IN A STAINLESS STEEL TOP ENTRY ENCLOSURE.

PRIOR TO ORDERING, REQUEST A CALSENSE DESIGN MEMO FROM JEFF DRONSOWSKI C16O) 580-4428. EACH CONTROLLER HAS HARD WIRE COM, FLOW SHARE, RAIN SENSOR SHARE, AND SURGE PROTECTION. CONTRACTOR SHALL INSURE PROPER COMMUNICATION WITH THE CITY'S CENTRAL CONTROL SYSTEM.

PEDESTAL SHALL BE INSTALLED WITHIN PLANTER AREAS W 18" PAD OF D.G. OR MULCH AT THE FRONT FOR ACCESS. 01 so
00)
PURPLE PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC.

AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. FOR GASKETED MAINLINE PIPE, DUCTILE IRON RESTRAINTS REQUIRED AT ALL PIPE JOINTS INSIDE THE SLEEVE.

IRRIGATION ETHERNET AND CONTROL 2-WIRE COMMUNICATION CABLE INSTALLED IN 1.25" CONDUIT. fi
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PARKS & RECREATION DEPARTMENT
2" WHITE PVC PIPE CL.515 SOLVENT FELD QUICK COUPLER MAINLINE WITH SCH.80 FITTINGS AND THRUST BLOCKS )- INSTALL 24" BELOW GRAPE MIN.
4" WHITE PVC PIPE SCH.40, BELL ENP SOLVENT WELD WITH SCH.80 FITTINGS - TEMPORARY 'HIGH-LINEP' ANP INSTALL BELOW GRAPE AT CONSTRUCTION ENTRANCE.
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PURPLE PVC PIPE 3-4" CL. 200, AS MAINLINES, BELL AND GASKET WITH LEEMCO DUCTILE IRON FITTINGS AND RESTRAINTS-24" BELOW GRADE.

FOR MANIFOLD PIPE, CONTRACTOR SHALL PVC PIPE 2" CL. 315 SOLVENT FELD WITH SCH.GO FITTINGS AS MAINLINES-8" BELOW GRADE.

ALL SOLVENT WELD MAINLINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKS, REFER TO DETAILS AND MANUFACTURER'S RECOMMENDATIONS.

ALL MAINLINE SHALL BE INSTALLED WITH A I2GA. TRACERWIRE, TO BE APPROVED BY CITY. 60 4"
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HB-1
HB-1
BP
HB-1
HB-1
HB-1
HB-1
HB-1
BP
LV-1
FD-2
WC-1
GB42
GB18
GB36
3" VTR
SD
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FD-1
FD-1
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GB42GB18
GB36
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WC-1
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LV-1
SD
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GB18
GB36
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GB18
GB36
FD-2
FD-2
3" VTR
3" VTR
3" VTR
HB-1
WC-1
LV-1
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HB-1
HB-1
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HB-1
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GB18
GB36
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FD-1
FD-2
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GB18
GB36
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FD-2
FD-2 SD
LV-2
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LV-2
FD-2
FD-2
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X
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NEW 3" RW METER FOR USE

OF ON-SITE RECYCLED
WATER IRRIGATED AREA.
232 GPM PEAK FLOW
125 PSI REQUIRED
PRESSURE.

HYDROZONE LEGEND

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

LOW WATER USE SHRUBS

IRRIGATED BY INLINE DRIP

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

LOW WATER USE SHRUBS

IRRIGATED BY ROTARY AND ROTORS
ZONE 1
1,064,112 SQ.FT.

ZONE 2
47,442 SQ.FT.

ZONE 3
27,244 SQ.FT.

ZONES 1-7 TOTAL RECYCLED WATER US AREA = 1,260,654 SQ.FT.

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

HIGH WATER USE TURF IRRIGATED BY
ROTORS
ZONE 4
8,750 SQ.FT.

ZONE 7
112,803 SQ.FT.

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

VERY LOW TEMPORARY IRRIGATION

IRRIGATION BY ROTARY

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

MIXED MED/LOW WATER USE TREES

IRRIGATED BY BUBBLERS
ZONE 5
153 SQ.FT.

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

HIGH WATER USE TURF

IRRIGATED BY MICROSPRAY
ZONE 6
150 SQ.FT.

ON-SITE LANDSCAPE AREA IRRIGATED

WITH RECYCLED WATER

MIXED MED/LOW WATER USE TREES

IRRIGATED BY ROOT WATERING SYSTEM
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
NOTE: ALL AREA IS IRRIGATED WITH RECYCLED WATER AND IS CLASSIFIED AS SLA, BUT THE SITE WILL USE SIGNIFICANTLY LESS WATER THAN THE ALLOTMENT PROVIDED BY THE USE OF THE SLA FACTOR, THEREFORE THE CALC SHOWS ALL AREAS AS STANDARD LA TO SHOW A MORE ACCURATE WATER USE FOR THE SITE.

RW HYDROZONE MAP
L-3.02
NOTE: THE ABOVE CALCULATION SHOWS A REQUIRED 180GPM FOR AN 8HR WATER WINDOW IN JULY, TO PROVIDE THE SITE WITH A FULL IRRIGATION EVENT. WORST CASE, MAX FLOW, PER CALCULATION ON SHEET L-3.03 SHOWS A FLOW OF 232GPM. THEREFORE THE SITE CAN BE IRRIGATED WITHIN A 8HOUR WATER WINDOW.

WHITMAN WAY

FARADAY AVE
386
179
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 20101/050207/7
—
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137.8
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2 0.62Conversion Factor

27.283 (Step 1 x Step 2)
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I 4 0.3 0.3 0.8 0.5 0.3 0.5 0.1
5 1,064,112 47,442 27,244 8,750 153 150 112,803
K%+ ao V + 7A
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s’ 6 319,233.60 14,232.60 21,795.20 4,375.00 45.90 75.00 11,280.30(Step 4 x Step 5)I.Mr /6
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7 0.70 0.8 0.7 0.75 0.70 0.80 0.70Irrigation Efficiency (IE)'\ Ve * /
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y/ A) 8 456,048.00 17,790.75 31,136.00 5,833.33 65.57 93.75 16,114.71(Step 6 • Step 7)+ t ■(+
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MA IVA Calculation MAWA=(EtoX(0.62)(0.45xLA)+(0.55xSLA)]MAWA=(44)(0.62) [(0.45x1,260,629)+(0.55x0)]= 15,475,482 Gallons per yearA Ya 47+74+ 7
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1 +Site InformationVariables Description I+
74 /* ) / + ,
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/Water Demand = 27,154 I SFAx x x x
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Water Demand calculation for Project: ■
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iWater Demand = 1.10x /
NAAt
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Water Demand = 180 GPM LI
eINCH |Estimated Water Meter Size* — 3.0 oSS&UNBo
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\24 30/2023 x
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9/6/2025 SHEET LABEL PROJECT NO. DRAWING NO.o DATE INITIAL DATE INITIAL DATE INITIALCID#6004-glasirdesigcomParks TII F REVISION DESCRIPTION- ENGINEER OF WORK CITY APPROVALOTHER APPROVALO -—-o 1+7
DESIGN
GROUP
4w +

4.60 0.75

0.42 Process
Step No.
(Below)

28.94 0.60

1.10 8
6 1=LW
ROTARY
I i
27,154
60 W 3
C)
(

0.60 8
A = Total irrigated area in acres
I = Inches per week required
SF = Safety factor (1 + % of factor)
H = Hours per irrigation day of operation
D = Days of irrigation per week

28.94 6
x
x
7++/+
x
x
(Step 3 x Step 9) Estimated
Total Water Use in gallons
per year (ETWU) - Total shall
not exceed M AWA
1+ ■
Water Demand Calculation
PROJECT: CARLSBAD VETERAN MEMORIAL PARK
Total irrigated area
Maximum monthly Eto.

Irrigation efficiency
Plant factor
V3
Evapotranspiration Rate
(Eto)*
•*
I L
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
£
Glasir Design
Irrigation Consulting
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HABITAT

MANAGEMEN
PLAN I

PRESERVE'
AREA
Plant Factor (PF)** (From
WUCOLS) (VLW - HW) (0.1 -

0.8)
Area of Hydrozone (sq. ft.)
(HA)
60 = 60 Minutes per hour
27,154- Gallons of water per acre inch
115.%,
U.
+A
9 WSSSS3333339.+/ +,+‘8 +* . 7 1+ VA. N — C . • 12— \ . SI4 3 ..11 . • — .X u 1 7 . \\ +\ J W W a S. P+ A +* . *+ (30. 4 +* * ) +, +\ ... u ‘ — 7 — . . 1 . . . — . 1— ' .. 1 r 1 1 . . . . . . ) Ta he ) . . -L. k 5 ‘ , ) ‘ ‘ . 1. e Y ‘ — ’ax > S — - %, . . T 2P eN . A * k A A ’
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HABITAT MANAGEMENT PLAN

PRESERVE AREA

HABITAT MANAGEMENT PLAN

PRESERVE AREA

HABITAT MANAGEMENT PLAN

PRESERVE AREA
f -‘S + ,7 4
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Carlsbad
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CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU)
Hydrozone Numbers (1-7)
.0
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ation Do
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2 $022 4" //,/7 / r
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10/10/25
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RM
DW DW
DW DW
SYMBOL
DM
W
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

IRRIGATION LEGEND
L-3.03

THE LANDSCAPE ARCHITECT
BY CMWD AND DEHQ.

PROVIDED BY CMWD AND DEHQ.
386
180
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 RECYCLE WATER RRISATION EQUIPMENT LEGENDGENERAL IRRIGATION NOTES SYMBOL
MODEL NO. / DESCRIPTIONMANUFACTURER GPM PSI RADIUS PRECIP. DETAILH FTQ IRRIGATION NOTESi.
.25 (05)© 50 N/A 5.0 IN./HR. AB

1. 2.
.50 (\.O)© N/A50 3.85 IN./HR.RAIN BIRO Z
HUNTER2 1.0, 1.38,48, 3.825. 25 FT .6 "/HR.45 A
HUNTER -20-06-SS-PRB-CY-R 6" POP-UP TURF ROTOR WITH MPR-30 NOZZLES 1.4, 1.85, 2.46, 5.18 45 50 FT .6l"/HR. A HUNTER -20-06-SS-PRB-CY-R 6" POP-UP TURF ROTOR WITH MPR-35 NOZZLES 1.-12, 2.46, 3.81, 155 45 55 FT .61 "/HR. A4.

HUNTER PSP-12-CY-R 12" POP-UP SHRUB ROTOR WITH MPR-25 NOZZLES 1.0, 1.38,8, 5.62 25 FT .61 "/HR.3. 45 A HUNTER PSP-12-CY-R 12" POP-UP SHRUB ROTOR WITH MPR-30 NOZZLES 1.4, 1.65, 2A6, 5.15 45 50 FT .6l"/HR. A HUNTER PSP-12-CY-R 12" POP-UP SHRUB ROTOR WITH MPR-35 NOZZLES 1.-12, 2.46, 3.61, 1.55 45 55 FT .61 "/HR. A4.

5. RAIN BIRDB O RD-O6-P45-S-F-NP, 6" POP-UP WITH CHECK VALVE AND R-VANI4 SERIES NOZZLES .6l"/HR.0.52-1.21 45 6-14 FT. A / RAIN BIRD RD-I2-P45-S-F-NP, 12" POP-UP WITH CHECK VALVE AND R-VANI4 SERIES NOZZLES .61 "/HR.0.52-1.21 45 6-14 FT. A5.

6. RD-I2-P45-S-F-NP, I2" POP-UP WITH CHECK VALVE AND R-VANI6 SERIES NOZZLES .6l"/HR.0.50-1.85RAIN BIRD 45 I4-I6 FT. A

6. RD-I2-P5O-S-F-NP, I2" POP-UP WITH CHECK VALVE AND SO SERIES NOZZLES 1.50 IN./HR.O.I-O.4 50 4 FT. ARAIN BIRD©

1. RD-I2-P45-S-F-NP, 12" POP-UP WITH CHECK VALVE AND R-VAN LCS/RCS/SST NOZZLES .6l"/HR.0.24-0.46 45 14-20 FT. ARAIN BIRD

CNO SYMBOL

7. 5. NETAFIM DE
d. 8.

NETAFIM DE

9. FV NETAFIM F
IO.

ID SHUNTER/SPH
N/A5" RECYCLED WATER IRRIGATION METER WITH 6" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELDP.C.C.

FEBCO W-6BF

DOMESTIC WATER USE LEGEND
MODEL SSD 4" BASKET STRAINER WITH FLANGED STAINLESS STEEL BODY AND 120 MESH STAINLESS STEEL SCREEN.KECKLEY HMODEL NO. / DESCRIPTIONMANUFACT. DETAIL

WEATHERMATIC I
N/AFER CIVIL 2" DOMESTIC WATER METER - REFER TO CIVIL DRANINSS. FS FLOMEC I N/AFER CIVIL 2" R/F BACK FLOW PREVENTER - REFER TO CIVIL PLANSRP 5"-4" RESILIENT WEDGE GATE VALVE WITH SELF-RESTRAINT JOINT SYSTEM - SIZE TO MATCH MAINLINELEEMCO J N/AFER CIVIL 6" FIRE DOUBLE CHECK - REFER TO CIVIL PLANSDC NELSON 1645 1" QUICK COUPLER VALVE WITH LOCKING PURPLE COVER AND ACME THREADS, INSTALL WITHIN A PURPLE IC" ROUND VALVE BOX K BV WNIBCO 62COCR-XXD-NP fl", I 1/2", 2"? SERIES BRASS REMOTE CONTROL VALVE FOR USE WITH RECYCLED WATER, SIZE AS SHOWN, INSTALL WITHIN A PURPLE STD. BOX.WEATHERMATIC L 62OOCR-IOD-NF (I") BRASS REMOTE CONTROL VALVE WITH SCH.6O BALL VALVE AND HUNTER I" HY-IOO-R/PMR4OMF4F4FV FILTER AND PRESSURE REGULATOR MWEATHERMATIC

RAIN BIRO
II K

CALSENSE N

PAS APPROVEO

IRRIGATION AS-BUILT NOTE

N/AAS APPROVEO
RS TIPPING RAIN BUCKET, INSTALL ON POST PER MANUFACTURER'S RECOMMENDATIONS.CALSENSE Y

QAS APPROVEO
N/AN/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELDE SPEARS S580-XX SPRING CHECK VALVE SOCKET TO SOCKET ENDS SIZE TO MATCH LATERAL AS SHOWN ON PLANS. N/A T-FP-6OOA, 2" BRASS BALL VALVE, INSTALLED IN A JUMBO RETANGULAR VALVE BOXNIBCO W N/ADF PER CIVIL. PRINKING FOUNTAIN - REFER TO CIVIL PLANS CROSS CONNECTION NOTE AS APPROVED O N/A•ed FER CIVIL FIRE HYDRANT - REFER TO CIVIL PLANS N/AAS APPROVED TRANSITION BETWEEN BELOW GRADE AND ON-GRADE PVC LATERAL LINESO PER CIVIL N/A AS APPROVED PURPLE PVC PIPE 5/4" - 2.5" SCH.40 AS LATERAL LINES 12" BELOW GRADE P

P,Q,R,SUAS APPROVED

PER CIVILFW N/A

OSAS APPROVED

NO SYMBOL NETAFIM V

VETERANS MEMORIAL PARK IRRIGATION SCHEDULE (MINUTES)

NO SYMBOL
O O-4*JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC IRRIGATION CONTROL 2-WIRE COMMUNICATION CABLE INSTALLED IN 1.25" CONDUIT FROM CONTROLLER 'G' SERVING MITIGATION IRRIGATIONAS APPROVED P DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS fU.L. APPROVED? N/ANO SYMBOL AS APPROVED RECYCLED WARNING SIGNS AS REQUIRED BY THE CITY. MINIMUM (21) REQUIRED FOR THIS SITEAS APPROVED T Eto DAILY AVERAGE .07 .09 .17 .12 .07.12 .16 .20 .21 .20 .16 .09 IO" ROUND VALVE BOX AS IRRIGATION CONTROL WIRES SPLICE BOX. REFER TO PLAN FOR LOCATIONSAS APPROVED N/A X

IRRIGATION RUNTIMES NDSNO SYMBOL N/A
GREEN BUILDING CODE NOTESHydrozone Kc EXPOSURE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC I.

HYDROZONE HYDROZONE DESCRIPTION
I2.
2 SHEETSSHEET5 HIGH WATER TURF WITH ROTORSHZ Size/GPM5.6 6 6 4 TREES IRRIGATED WITH BUBBLERS NOTE: HYDROZONE #1 IS HABITAT AREA TEMPORARY IRRIGATION SHO WN IN THE SCHEDULE ABOVE FOR REFERENCE ONLY. REFER TO HABITAT PLAN, BY OTHERS. 5 LOW WATER SHRUBS WITH SO NOZZLES 6 TREES IN TURF WITH ROOT WATERING SYSTEM

4. CALL:

RJM
(O7 PlA 30/2025
815.
9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION6. ENGINEER OF WORK CITY APPROVALOTHER APPROVAL ALL RVAN NOZZLE HEADS ABOVE CONNECTED TO ON-GRADE LATERAL LINES SHALL BE INSTALLED ON A HUNTER PROS-O0-PRS40 RISER IN LIEU OF THE 12" POP-UP CONTRACTOR SHALL UTILIZE HUNTER CHECK VALVES HC-5OF-5OM TO ELIMINATE LOW HEAD DRAINAGE FOR ALL SLOPE SPRINKLER HEADS HEADS.

Turf Root Depth
Shrub Root Depth
Depletion Factor (MAD)
3 MV

AS APPROVED

AS APPROVED
Water
Usage

RUNTIME

MULTIPLIER
P
P
PRECIP
(in/hr)
EXPO
FACTOR
SPKLR
EFFIC.

PLANT
TYPE

CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL
SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR.
©
e
6’
40%
DESIGN
GROUP
ROOT
DEPTH (in)

CYCLES PER WEEK-TURF

TURF CROP COEFFICIENT

CYCLES PER WEEK-SHRUB
LOW
LOW
HIGH
MEDIUM
LOW
MEDIUM

VERY LOW

DOMESTIC WATER LINE FOR BUILDINGS AND
DRINKINe FOUNTAINS - REFER TO CIVIL PLANS

CALSENSE/
PAIGE ELEC.
4 1.04
2 18
16 49
6 9
5 3
.74
2 3
.75
2 2
64 1
4 95
2 19
17 51
7 9
5 6
25 2
66 8
12 7
8 PVC PIPE SCH. 40 AS SLEEVIN®, 2 TIMES THE DIAMETER

OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL
PAVIN, HARPSCAPE ETC. ANP AS DIRECTED BY OWNER'S
AUTHORIZEP REPRESENTATIVE.
5 94
3 9
5 6
44LRC QUICK COUPLER VALVE, INSTALL IN GREEN 10
ROUNP BOX.
19 17
51 7
9 5

LOW WATER SHRUBS WITH RVANS/ROTORS

LOW WATER SHRUBS WITH DRIP
1 2
3 7
7 6
7 FULL SUN

FULL SUN

FULLSUN

TWO WORKING DAYS

BEFORE YOU DIG
3 .75
2 2
69 1
4" WHITE PVC PIPE SCH.40, BELL ENP SOLVENT WELP WITH
SCH.SO FITTINGS - TEMPORARY 'HIOH-LINEP' ANP INSTALL
BELOW ©RAPE AT CONSTRUCTION ENTRANCE.
0 61

0.64 0.61
Too

1.30 365

0.61 23
21 62
8 17
6 8
SHRUB
SHRUB
TURF
TREE
SHRJB
TREE
TEMP

FIRE WATER LINE FOR FIRE HYPRANTS - REFER

TO CIVIL PLANS
2" WHITE PVC PIPE CL5I5 SOLVENT WELP QUICK
COUPLER MAINLINE WITH SCH.80 FITTINGS ANP THRUST
BLOCKS )- INSTALL 24" BELOW ©RAPE MIN.
25 22
66 8
12 7
T
030

0.30 0.80

0.50 0.30
050

0.10 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURESAND 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.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.

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.

FP-6OOA BRASS BALL VALVE, 2" IN SIZE ANP
INSTALLEP IN A SREEN RECTANGULAR VALVE BOX.
1 60
1 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.

IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL BE REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR.

FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. 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.

THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.
19 17
51 7

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 BROUSHT 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.

ACTUAL LOCATION FOR THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER’S AUTHORIZED REPRESENTATIVE.

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.
18 16
49 6
9 5
CS-2W-2ST DECODER / SURGE PROTECTION DEVICE FOR GROUNDING AND PROTECTING THE TWO-WIRE PATH, USE A GROUND ROD OR GROUND PLATE PER SITE CONDITIONS. LOCATE WHERE SHOWN ON THE PLANS OR NO MORE THAT 500 FEET ON CENTER ALONG THE TWO-WIRE PATH.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.

THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.

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. 120 VAC POWER TO THE CONTROLLERS SHALL BE INSTALLED BY A LICENSED ELECTRICIAN AND DESIGNED BY AN ELECTRICAL ENGINEER.

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.

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.

HCVXR-RN-5-12-XX PURPLE LANDSCAPE DRIP TUBING W/ .55 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART. ALL TUBING SHALL BE INSTALLED 5" BELOW FINISHED SOIL GRADE W/ q" PV COATED WIRE STAKES FIVE (5) FEET ON CENTER; RUN DRIPLINE PARALLEL WITH SLOPE CONTOURS, PROVIDE A IOO S.F. MOCK-UP FOR CITY REVIEW TO VERIFY THE LAYOUT/SPACING PRIOR TO STARTING WORK.

THIS DRIP TUBING IS FOR USE IN SHRUB AREAS ONLY. DRIPLINES TO BE INSTALLED OUTSIDE OF OF TREE TRUNK FLARE.

PURPLE PVC SCH.40 HEADER/FOOTER, SIZE TO MATCH LATERAL (3/4" MIN.?, W/TECHLINE DRIPLINE FITTINGS AND APPROPRIATE PVC FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING TECHLINE FITTINGS.

FOR USE WITH RECYCLED WATER, INSTALL IN A PURPLE JUMBO RECTANGULAR VALVE BOX (5) CS5-46-46-SD/CS5-EN/CS5-MSSE-KIT/CS5-FL/CS5-W-KIT/TP-IIO, FOR CONTROLLERS 'A' AND 'B', 'O' AND 'D', AND 'F' AND 'G'. TWO (2) CONTROLLERS ARE TO BE INSTALLED IN ONE fl? DOUBLE WIDE STAINLESS STEEL TOP ENTRY ENCLOSURE. NOTE THAT CONTROLLER 'G' SHALL HAVE A -2W FEATURE ADDED TO THE PART NUMBER FOR A 2-WIRE PATH TO THE TEMPORARY HABITAT RESTORATION AREAS. (I) CS5-46-S/CS5-EN/CS5-MSSE-KIT/CS5-W-KIT/TP-IIO, FOR CONTROLLER 'E'. ONE fl? CONTROLLER INSTALLED IN A STAINLESS STEEL TOP ENTRY ENCLOSURE.

PRIOR TO ORDERING, REQUEST A CALSENSE DESIGN MEMO FROM JEFF DRONGOWSKI (150) 550-^425. EACH CONTROLLER HAS HARD WIRE COM, FLOW SHARE, RAIN SENSOR SHARE, AND SURGE PROTECTION. CONTRACTOR SHALL INSURE PROPER COMMUNICATION WITH THE CITY'S CENTRAL CONTROL SYSTEM.

PEDESTAL SHALL BE INSTALLED WITHIN PLANTER AREAS W/ 16" PAD OF D.G. OR MULCH AT THE FRONT FOR ACCESS.

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.

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.

THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN,

WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING.

AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.

INDICATES GPM

INDICATES VALVE SIZE
HUNTER ECO-ID-I2-R, 12" POP-UP DRIP INDICATOR WITH PURPLE GPH BRAND FLUSH CAP. INSTALL TWO (2) PER DRIP VALVE ZONE AT OPPOSITE SIDES OF THE AREA SERVED.
(2) 2" 625Y, RP BACKFLOW TO BE INSTALLED TEMPORARILY UNTIL RECYCLED WATER IS APPROVED FOR ONSITE USE BY THE WATER DISTRICT.

INSTALL PER WATER DISTRICT DETAILS AND RECOMMENDATIONS. (3) 5" MODEL 62OOCR-5OD-XPR-NP NORMALLY CLOSED, PRESSURE REGULATING MASTER CONTROL VALVE, WIRE TO CONTROLLER USING 14 GAUGE WIRE WITHIN A I" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. (5) 2" QS2OO-2OPW ULTRA SONIC FLOW SENSORS, WIRE TO CONTROLLER USING 14 GAUGE WIRE WITHIN A I" PVC CONDUIT, INSTALL AT AN ANGLE AND WIRE PER MANUFACTURER'S RECOMMENDATIONS.

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. SLEEVING DEPTHS VERY BETWEEN D.G.

PATH, PEDESTRIAN PAVING AND VECHICULAR PAVING, REFER TO DETAILS FOR DEPTHS.

ALL VALVE MANIFOLDS, POP EQUIPMENT, AND CONTROLLER LOCATIONS SHALL BE STAKED FOR INSPECTION, BY THE LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. ALL VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS ONLY AND BE A MINIMUM OF I2" FROM ALL HARPSCAPE AND PLANTER EDGES.

TLSOV - MANUAL FLUSH VALVE AT END/MIDDLE OF DRIPLINE 5/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIPE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE FER \OOO' OF TUBING IN EACH DIRECTION ON PRIFLINE FLUSH MANIFOLP. INSTALL 16" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT FER PETAILS.

UV RESISTANT PVC PIPE 5/4" - 2.5" SCH. 40 W/ PURPLE WARNING STICKERS 5' O.O., AS LATERAL LINES. INSTALLEP ON-GRAPE, STAKEP 5' 0.0. ANP PIRECTLY BEFORE ANP AFTER EACH FITTING. INSTALL SPEARS SWING CHECK VALVES WHEN ZONE ELEVATION CHANGE EXCEEPS IO' PRO SERIES/PRO SERIES PLUS VALVE BOXES, SIZE PER EQUIPMENT PETAILS, LEGENP, ANP SPECIFICATIONS.

IO" ROUNP BOX IS THE SMALLEST BOX ALLOWEP. ALL VALVE BOXES SHALL HAVE ANTI-VANPAL BOLT POWN FEATURE ANP VALVE BOXES SHALL HAVE PURPLE BOPIES ANP PURPLE LIPS WITH ‘DO NOT PRINK" WARNING.

WIRE FULL ANP GROUNP BOXES SHALL BE BLACK IN COLOR.

FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. 4 86
3 17
15 44
6 8
4 CONTROLLERS A' ANP 'B' SHARE A MASTER VALVE ANP FLOW SENSOR CONTROLLERS 'O', "O' ANP 'E' SHARE A MASTER VALVE ANP FLOW SENSOR

CONTROLLERS 'F', 'G' SHARE A MASTER VALVE ANP FLOW SENSOR 100%
100%
100%
100%
100%
100%
100,
Soil Type (Textural)
Field Capacity
Permanent Wilf Point
Apparent Specific Gravity
22 19
59 7
10 6
7 5
88 3

PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS

BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.

RP-O6-S-F-NP/PCB-R-25 POP-UP BUBBLER HEAP WITH PURPLE MARKING ON CAP ANP HUNTER

TRICKLE BUBBLER NOZZLE, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT 24" OUTSIPE OF ROOTBALL ON OPPOSITE SIPES OF TREE. APJUST PER ROOTBALL SIZE TYPICAL.

RWS-B-C-I4O2, ROOT WATERING SYSTEM WITH 0.50 GPM BUBBLER NOZZLE ANP CHECK VALVE EACH SYMBOL REPRESENTS TWO HEAPS ON OPPOSITE SIPES OF THE TREE TYPICAL.

I-2O-O6-SS-PRB-CV-R 6" POP-UP TURF ROTOR WITH MFR-25 NOZZLES

SPRINKLER
TYPE
1 33
723

1.33 1 33
733
133
733 A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE

KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

RAIN BIRD/
HUNTER
17 15
44 6
T
4 6

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
6 6
4 12
6 12
6 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.

CLAY LOAM
27%
13%

1.35 A SOILS ANALYSIS REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PARK OF THE CERTIFICATE OF COMPLETION.

A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED

BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE

IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. CITY TO PROVIDE FULL LIST OF CONTRACTOR

REQUIREMENTS THAT ARE IN ADDITION TO THE MWELO CERTIFICATE OF COMPLETING.

ROTARY
DRIP
ROTORS

BUBBLER

SQNOZAES
RWS
ROTARY
75%
81%
75%
75%
75%
75%
75%,

14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS.

RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS.

13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.
22 19
59 T
lo
6 7

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.

AB ©CD)
©

THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED TO A POTABLE

WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED

FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO

BE PERFORMED ONLY AFTER APPROVAL IS

UNDERGROUND SERVICE
.___ . ALERT
1 61
1 PURPLE PVC PIPE 5-4" CL. 200, AS MAINLINES, BELL AND GASKET WITH LEEMCO DUCTILE IRON FITTINGS AND RESTRAINTS-24" BELOW GRADE.

FOR MANIFOLD PIPE, CONTRACTOR SHALL PVC PIPE 2" CL. 515 SOLVENT WELD WITH 504.50 FITTINGS AS MAINLINES-I6" BELOW GRADE.

ALL SOLVENT WELD MAINLINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKS, REFER TO DETAILS AND MANUFACTURER'S RECOMMENDATIONS.

ALL MAINLINE SHALL BE INSTALLED WITH A I2GA. TRACERWIRE, TO BE APPROVED BY CITY.

PURPLE PIPE 504. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. FOR GASKETED MAINLINE PIPE, DUCTILE IRON RESTRAINTS REQUIRED AT ALL PIPE JOINTS INSIDE THE SLEEVE.
65ARIBI-I5O - I" COMBINATION AIR VENT INSTALL (2) PER POINT OF CONNECTION (5) TOTAL FOR THIS PACKAGE. INSTALL IN IO" ROUND BOX BRAND LID "ARV", PER MANUFACTURER'S RECOMMENDATIONS. FINAL LOCATION SHALL BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT.

IRRIGATION CONTROL WIRE #4UF AWG DIRECT BURIAL (U.L. APPROVED? IRRIGATION ETHERNET AND CONTROL 2-WIRE COMMUNICATION CABLE INSTALLED IN 1.25" CONDUIT. 8 ( City of
Carlsbad
Parks & Recreation Department

CONTROL VALVE SYMBOL
/-------- INDICATES VALVE NO.

PRECIP/NoXAREA INDICATES SQUARE FOOT AREA
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

IRRIGATION DETAILS
L-3.04
1 1
2 2
3 3
4 6
5 6
5 7
7 24"
3 4
8 8
9 9
4" MIN.
2"
FLOW 3"-4"
12"
1 2
3 4
5 1
2 LEGEND:
12" POP-UP WITH PURPLE FLUSH NOZZLE
3 4PVC LATERAL PIPE

FINISHED GRADE

ADJACENT MULCH
5 SWING JOINT
386
181
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 I
LEGEND
38POP-UP HEAP
ROTOR SHRUB HEAD.I.
&

IFINISH SRADE
IIUVR" PVC SCHEDULE 40 TEE OR ELL.2. 6MARLEX STREET ELL N
II
8 PVC EXHAUST HEADERROOT BALL OF TREE 5

74. FINISH GRADE.

WALK OR CURB

5. JOPVC SCH 40 TEE OR ELL1/ O 6‘<
PURPLE DRIPLINE- PURPLE PVC LATERAL LINE 3 72»90‘ START CONNECTION FC DESREE ELL 2
(
[

7. Mx 30" REBAR STEEL STAKE. 4
PVC SUPPLY HEADER8. V.IT PRODUCT #STO SPRINKLER TIES (2 REQ’D).

AREA PERIMETERQ. TOP OF SLOPE.

10. HUNTER HCV CHECK VALVE.

I
g6

POP UP SPRINKLER TREE BUBBLER LAYOUT ROTOR ON GRADE D DRIP TUBING LAYOUTBA C N.T.S. N.T.S. N.T.S. N.T.S.

II
I- I

FINISHED CRAPE

UFINISH CRAPE
f.. ==—I—l| HeI—I—5
II
=111=11MIN.

PURPLE PRIPLINE TUBINC Q)
2 9N ye ) (X y
1 • । 00 Ji
n 8
• 2 3TUBINC STAKE PER LECENP
JAL J OO oO OO OC)
IXLt0000 —PYC MAINLINE FROM
0o OL
—
1 OOPVC TEE (SxSXT)
“h
a
LASCO #846 PYC UNIONPURPLE PVC PIPINC
O o-O o°O°

9.6 • 0----
|Q°O° oOO° 8 0
l=| I' NOTE: INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE

DRIP TUBING START CONNECTION DRIP FLUSH VALVE DRIPLINE OPERATION INDICATOR HBASKET STRAINERE F G N.T.S. N.T.S. N.T.S.N.T.S.

Pipe Sizing Chart
Fin conduit (sized accordingly). One spare wire shall be T==included inside of conduit (different color than Master 1Valve and Flow Sensor Hire/ 2 spare wires shall be ii ii III IO1 5 T —IIII
T
II II7.515 WWW WMWWW wo
Black Hire Harnesscommon wire). IIOne spare Common wire shall be ,n ,n

II II II
I .!
— RedBlue----- finsYinf owwwwwwwwOrIIIII PVC SCH. BO ELBOW OR TEE14” MIN.----- BlackHhite “E I «
T
fW==111=11 IE
E 11
I
/
B.
1 MAINLINE, DEPTH AS PER SPECS.n
—
3/4" ROCK, 2 CUBIC FT.
1 2” MIN.T T
(4) BRICK SUPPORTSO00 O 00 ~-00o000 —G) ((2 CVd) QC (( (0 7O C9
888088
0o
88808
O D5eO 22.02OLD *Oi
000 o OO O o O

RESILIENT HEDGE GATE VALVE QUICK COUPLER VALVEJ K
N.T.S. N.T.S.

SHEETSSHEET

MASTER VALVE / FLOH SENSOR INSTALLATION
N.T.S.
(City of CALL:

RJMCarlsbad Glasir Design (O7 PT30/2025
811Irri ation Consulting9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALCID#6004-glasirdesign.comParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL TechlineC
17mm TUBING
6" SCH 80 PVC NIPPLE

THREADED BOTH ENDS
DESIGN
GROUP

BACKFLOW DEVICE OR
WATER METER AS REO.
installed along the mainline along with I wire coiled in each valve box. (Different color than field wires and
2 3
20 30
IO1
15 8" Of Pea Gravel
In Valve Boxes
FINISH
GRADE

PVC MAINLIE TO MASTER

CONTROL VALVE OR OTHER

EQUIPMENT AS REQUIREP
Upstream
Length
Calsense
Flow Meter

LANDSCAPE FABRIC TO

COVER BOTTOM ANP ALL

SIPES OF VALVE BOX

1.25 1.5
NOTE: x

USE TEFLON TAPE ON ALL
PVC MALE PIPE THREADS.

REMOTE CONTROL VALVE

WITH FILTER AND PRV
V.IT. PRODUCTS PS-16 #4x12" REBAR ROD
W/DOUBLE "J" HOOKED RAD. AT ONE END TO
HOLD PIPE SECURELY IN PLACE, INSTALL 8' O.C.

TWO WORKING DAYS

BEFORE YOU DIG

PURPLE IP WARNING TAS

BASKET STRAINER WITH

BRONZE THREADED
BOPY ANP S.S. BASKET

SLIP X MIPT, SIZE PER VALVE,
2 REQUIREP FOR ASSEMBLY
3/4'1 CRUSHED ERAVEL,--
4" MINIMUM PEPTH

BRICK SUPPORTS,
4 REQUIREP
2" SCH 80 PVC

NIPPLE THREADED

BOTH ENDS

PURPLE PLASTIC JUMBO RECTANGULAR VALVE BOX WITH T-COVER ANP CAPTIVE STAINLESS STEEL BOLT ANP LOC-KIT. INSTALL
BOX AT RISHT ANCLE TO APJACENT HARPSCAPE EDGE.

HEAT BRANP "BS" ONTO LIP.

F.M.

Size

BUBBLER HEADS PER LEGEND
ANP AS SHOWN ABOVE. INSTALL
TWO (2) BUBBLER HEAPS PER
24-48" BOX TREE. FOUR (4) BUBBLER
HEAPS FOR 60" BOX TREES ANP LARGER

PURPLE VALVE BOX WITH EXTENSIONS

AS NEEDED, BOLT DOWN COVER, USE
STAINLESS BOLT, NUT, AND WASHER.

HEAT BRAND "GV" ONTO LID.

RESILIENT WEDGE GATE VALVE PER
LEGEND
STAINLESS STEEL CLAMP (2 MIN.)
#4 REBAR X 24" LENGTH
PVC MAINLINE. SEE IRRIGATION SPECS.

FOR PIPE DEPTH.
•O
o

PVC LATERAL LINE PIPE

SEE SPECIFICATIONS FOR TYPE

ANP PEPTH REQUIREMENTS

FLUSH VALVE

PLUMBED TO PVC (TYP)

DRIPLINE INDICATOR
(2) PER VALVE MIN.

START CONNECTION MALE

ADAPTER
Waterproof Electrical Connectors
(do not use pre-filled type connectors)

6. SCHEDULE 40 PVC "UVR" LATERAL LINE PIPE.

INSTALLED ON GRADE WITH PURPLE "DO NOT
DRINK WARNING STICKERS INSTALLED 81 O.C.

IO" ROUND PURPLE VALVE BOX
HEAT BRANP 'FV ONTO LIP.
installed along the mainline and coiled up at each valve. (Color to be white)
NOTES:

1. TEFLON TAPE ALL THREADS (TYP.)

2. INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE

3. USE GREEN BOX FOR QUICK COUPLERS SERVED BY DOMESTIC WATER. 7 /
Downstream
Length
PURPLE 10" ROUND VALVE BOX, BOX
TOP HEIGHT ABOVE FINISH GRADE 2".

HEAT BRAND QC ONTO LID.

QUICK COUPLING VALVE W/ LOCKING PURPLE

VINYL COVER AND ACME THREADS
PEA GRAVEL (211 DEPTH)

PVC NIPPLE (LENGTH AS REQUIRED)
BRICK SUPPORTS (2 MIN.)
PRE-ASSEMBLED SWING JOINT.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
All Models of
Calsense Controllers
NOTE:

DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME

SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ’D. AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION.

INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID.

HUNTER IH SERIES-

FLEXIBLE PVC RISER
4 A

LINE FLUSHINS
VALVE #TLSOV W/

PURPLE WARN I NS TAS

MULCH PER

PLANTINS
PLANS 5" MIN.

POC WIRING NOTES:

All master valve and flow sensor wires shall be installed

3. PVC SCH. 60 NIPPLE W/ PURPLE "DO NOT DRINK1
WARNING STICKER - LENGTH AS REQUIRED.
5/4" SRAVEL SUMP
(I CUBIC FOOT)
8C-PESREE -

TWO-WAY TEE

OR FO-DESREE ELL
18" OF BLANK

PURPLE DRIP TUBINS

BRICK SUPPORTS
(THREE?
-------- Minimum -----------
Upstream Distance
10 x Flow Meter Size
-------- Minimum -----------
Downstream Distance
5 x Flow Meter Size

72.44 UNDERGROUND SERVICE
.___ . ALERT
Purple Rect. Valve Box
Master Valve
Refer to MV Detail
For Installation
F
- o 0
J

PERIMETER LATERALS
2" TO 4" FROM EDGE
— o°O° Go o°O° oOd
ll
2" ABOVE GRADE IN MULCHED AREA

AND FLUSH TO FINISH GRADE IN TURF
AREAS.

NISH GRADE
IIIEIT
So0oo002o ‘
O00 0 00 ~-00o000C00 OKo2OP0000000
OcO “c0-OO000020OOS OO
O&82°82888 228

12.5"
—IE

6.25"
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

IRRIGATION DETAILS
L-3.05

1. 2.

3. 3
3 5
11 2
2 4
45 6
7 8
9 10
6 7
8 9
10 11
11 4.
9 13
12 13
13 12

5. 12"
2"
38"
14"
·
·””
·”
”
·”
”
·””
”
·”
”
386
182
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 CELLULAR "STUBBY" ANTENNA
m
CALSENSE CONTROLLER PANEL MOUNTED 8 8FLUSH ON FACE OF ENCLOSURE AT A 25 o
ANGLE FOR EASY ACCESS AND VIEWING o
V o o
777777771m
? 7n
2)(3)(4)(5)(6)(7 8)(0 10) -□GFI OUTLET I SWITCH
is
N LZ I o o o

FINISHED GRADE IN TURF AREAS
13 12
Till Jl II
[ 0r iii PII
0 o o
D. 8 DX 26"X24"X8" CONCRETE BASE LOUVERED VENT
2 36" WIRE EXPANSION LOOP TYPICAL.
1 n WNNNn IN
WWWWW
l
—xJ l
—i
II
——
6 3 —।—। iIII=IH= WIRE CONNECTORS
— 1 — I i=111=11
16) (17) 11=111=

6. INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE O00,NOTE: INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE

BRICK SUPPORTS
[ &

REMOTE CONTROL VALVE DRIP REMOTE CONTROL VALVEM
N.T.S. N.T.S. I
9) /)
""
8 ON CENTER TYPICAL PIPE/SLEEVE LEGEND:

II118 12
SECTION VIEW - N.T.S.
1 —l=/=lliin Q
||Q 3 2Q 26.500Q 1
CM
I '■ *R
2 92
' 1: i i 1x
X
g g
X A
11 ..
1—111—111—111—111—111 CO 7—-IXX<- 4
I'ii- ir
T CM 3IK.—-IX FINISH GRADE1 I TOPSOIL9— x
I
Louvered venthX- 10 SAND-X - for fully opened lid
I= X — X _
TIX— 11 RECYCLED WARNING TAPE (2-REQUIRED)i i i i i i i i i i i i i i i 4” 4”x 6NOTES:
so
. I I

ON-GRADE LATERAL PPIPE INSTALLATIONO
N.T.S.N.T.S.
11 1
11 8
«7 «7
- V , V • /V
- MINIMUM COVERAGE FOR SLEEVES SHALL BE AS FOLLOWS:
' I: A3CALSEE
&' I
ENTRY CALSENSE CONTROLLERTOPN57
N.T.S.
h
10 4” 4”

SHEETSSHEET
RJM
(O7 Pl30/2025
9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL mm min.

MODEL SSE STAINLESS STEEL ENCLOSURE

MODEL SSE-R (WITH STUBBY ANTENNA)
SLEEVES UNDER ROADS THAT ARE 6 OR LESS IN DIAMETER - 36 COVER
SLEEVES UNDER ROADS THAT ARE GREATER THAN 6 IN DIAMETER - 48 COVER
SLEEVES UNDER PAVING (NON-ROADS) THAT ARE LESS THAN 3 IN DIAMETER - 18 COVER
SLEEVES UNDER PAVING (NON-ROADS) THAT ARE 3 - 5-1/2 IN
DIAMETER - 24 COVER
SLEEVES UNDER PAVING (NON-ROADS) THAT ARE 6 OR GREATER IN DIAMETER - 36 COVER
- CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT

IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES

CORRESPONDING TO THE TYPE AND DEPTH AS SPECIFIED ABOVE
DESIGN
GROUP
7 SLEEVE FOR MAINLINE AND/OR LATERAL LINE
8 FINE GRANULAR BACKFILL (1/2” MAX. DIA.)
x.

X
ULTRAVIOLET RESISTANT SCH 40

PVC PIPE, SEE PLANS FOR SIZE
Conventional wired
station and option
terminals (optional)

FINISHED GRADE

IN SHRUB AREAS

PVC ELECTRICAL SWEEP
IF INSTALLED IN CONDUIT.

Mounting
J-boll (4 typ)
Flp lid
piston
#6 ban? copper
ground wire
X
k

TWO WORKING DAYS

BEFORE YOU DIG
5/87 x 8’ copper
ground rod
1 per SSE-D
#6 AWG GROUNDING

WIRE CONNECTED

TO GROUND LUG

PVC LATERAL TO SPRINKLERS ANGLE
TO SPECIFIED DEPTH W/ 45 ELLS

EXPANSION CURLS WITH PURPLE ID TAG

WATERPROOF WIRE CONNECTORS AT

SPLICES (SEE IRRIGATION SPECS)
38 x 24 x 8
concrete base
PAVING

FINISH GRADE
120 VAC power and
grounding per
National and Local
electrical codes
« F inish
\ grade
I
20’
SCH 40 PVC
electrical sweep
for 120 VAC power
L
Z
L

1. TAPE AND BUNDLE 24 V. WIRES @ 10’ INTERVALS.

2. MINIMUM DEPTH OF 24 V. WIRING SHALL BE 24” BELOW GRADE.

3. TRENCH WIDTH ALLOW 4’ MIN. CLEARANCE BETWEEN PARALLEL PIPES.

4. SNAKE PIPES FROM SIDE TO SIDE WITHIN TRENCH TO ALLOW FOR MOVEMENT.

5. TIE A 20’ LOOP IN ALL WIRING AT CHANGES OF DIRECTION. UNTIE PRIOR TO BACKFILLING TRENCHES.

Louvered
vent

AIR SPACE BETWEEN BOTTOM OF VALVE

AND TOP OF PEA GRAVEL
120 VAC junction
box I included with
enclosure)
INSTALL ONLY I VALVE PER VALVE BOX.

TEFLON TAPE ALL THREADS.

STD. RECTANGULAR PURPLE VALVE BOX W/
LOCKING LID. BOX HEIGHT 2" ABOVE FINISH
GRADE. HEAT BRAND CONTROLLER LETTER
AND VALVE NUMBER ONTO LID.

REMOTE CONTROL VALVE

SECTION
NTS

LANDSCAPE FABRIC
3/4" ROCK, 3 CUBIC FT.

FINISH GRADE
SCH.80 PVC HO SLIP X SLIP

PVC MAINLINE MATCH VALVE SIZE
2" LAYER OF PEA GRAVEL LEAVE I "-2
SCH 40 ELECTRICAL -

SWEEP ELL FOR LOW

VOLTAGE CONTROL WIRES
SCH 40 ELECTRICAL
SWEEP ELL FOR 120

VAC POWER
Calsense
stainloss steel factory
assembled enclosure
8 PLASTIC RECTANGULAR VALVE

BOX WITH BOLT DOWN COVER,

USE STAINLESS BOLT, NUT, AND
WASHER. BOX TO BE PLACED AT

RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND "PB" ONTO LID.
- THE LOCATIONS OF IRRIGATION SLEEVES SHALL BE PLACED ON THE

IRRIGATION PLANS AND ON THE IMPROVEMENT PLANS (IF POSSIBLE)

FOR REFERENCE
O
Jo co
SCH 40 PVC
electrical sweep
for field wires (2 typ] >"___

BRICK SUPPORT
(1) AT EACH CORNER

PVC MAINLINE FITTINGS

CONTROLLER WIRES
LASCO SCH.80 UNION
SCH.80 NIPPLE MIPT X SLIP

MATCH VALVE SIZE

PISTON CONNECTED

TO FLIP TOP

FLIP TOP IN

OPEN POSITION
Allow minimum of
7 5 inch clearance
behind enclosure

SLEEVING
- CROSSING ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. SLEEVES SHALL BE INSTALLED IF A CROSSING MUST BE MADE.

Two wire terminal
(optional)
C
z
S
PVC Sleeve
for ground
rod
- SLEEVES FOR IRRIGATION LINES UNDER ROADS SHALL BE SCHEDULE 80 PVC AND SLEEVES UNDER PAVING (NON-ROADS) SHALL BE
SCHEDULE 40 PVC, WITH A MINIMUM SIZE OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES.
-x-
’X-
X
X
X

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
r

PURPLE RECYCLED

WARNING STICKER ON
ALL CONTROLLER LIPS.

PURPLE RECYCLED

WARNING STICKER ON
ALL CONTROLLER LIDS.
3 PVC MAINLINE (FOR NON-POTABLE USE PURPLE
PIPE WITH WORDS ’RECYCLED WATER DO NOT
DRINK”)
4 PVC LATERAL LINE (FOR NON-POTABLE USE
PURPLE PIPE WITH WORDS "RECYCLED WATER DO
NOT DRINK”)
5 CONTROL WIRES OR COM. CABLE IN CONDUIT
6 CONTROL WIRES OR COM. CABLE IN CONDUIT

PURPLE RECYCLED

WARNING STICKER ON
ALL CONTROLLER LIPS.

PURPLE RECYCLED

WARNING STICKER ON
ALL CONTROLLER LIPS.

NOTES:

ALL WIRE TO BE INSTALLED PER
LOCAL CODES.

PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX. WRAP AROUND 1/2
PIPE 15 TIMES - REMOVE PIPE.

COMPACT SOIL AROUND VALVE BOX TO SAME
DENSITY AS UNDISTURBED ADJACENT SOIL.
h
C
Optional stubby
antenna(s)
C
y
<
s
re
LU
O
Z
D
NOTE:

ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRAVIOLET RESISTANT PVC.

ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRAVIOLET RESISTANT PVC.

PURPLE WARNING STICKER SHALL BE PLACE 8‘ O.C. WHEN USING RECLAIMED WATER.

L
L
L
A
A
A
f‘T
1 38 0'
Enclosure
height
Glasir Design
Irrigation Consulting
CID#6004-glasirdesign.com
CALSENSE TP-1

TRANSIENT

PROTECTION BOARD
QI
8 X
X

MOUNTING BOLTS
(BOLTS 4

TEMPLATE

INCLUDED WITH

ENCLOSURE )
120 VAC JUNCTION BOX
(INCLUDED WITH ENCLOSURE;
GFI outlet and
switch
— .
1 ■ I Illi II ii IIJ
<<
Q
to <
TP
— CM
e CC
o o
LL LL

UNDERGROUND SERVICE
.___ . ALERT

PVC SLEEVE FOR

GROUND ROD
5/8"X8' COPPER

GROUNDING ROD
#4 x 18" REBAR J-HOOK, SPACE
AT 81 ON CENTER, TYPICAL
Flip id in
open position
—V
o,
Q -
<-
o-
C
e .

LU _
O
Z
D

O FINISH GRADE/TOP OF MULCH
() PURPLE "JUMBO" VALVE BOX WITH
COVER. HEAT BRAND CONTROLLER
LETTER AND VALVE NUMBER ONTO LID.
(3) 30-INCH LINEAR LENGTH OF

X WIRE, COILED
(4) WATERPROOF CONNECTION:
( 1-INCH BALL VALVE
© PURPLE WARNING / ID TAG
( REMOTE CONTROL VALVE
(8) PRESSURE REGULATING QUICK

CHECK BASKET FILTER
( LASCO PVC UNION
© LATERAL PIPE
( PVC MAINLINE TO MATCH VALVE SIZE
@ PVC SCH 80 AODEG SLIP X SLIP
© PVC SCH 80 NIPPLE MIPT X SLIP VALVE SIZE
© PVC SCH 80 TEE OR ELL
© MAINLINE PIPE
( 3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
© PVC SCH 80 NIPPLE, CLOSE
©BRICK SUPPORTS (4-REQUIRED)
- -4mm T
( City of
Carlsbad
Parks & Recreation Department

QPIPE SLEEVE INSTALLATION
7 N.T.S.
9%2288008888_
/ 2 1 4
y///////

ULTRAVIOLET RESISTANT PVC
PIPE WITH PURPLE "DO NOT DRINK"
WARNING STICKERS.

CALL:
811
10/10/25
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A

IRRIGATION DETAILS
L-3.06
12"
24"
2" Min.
18"
30"-42"
12"
IVMSD
1 (12")
C
B
A
C
B
A
(3')

AMMENDED BACKFILL

ROOT BALL OF TREE
1/2" PVC ELL (SxT)

NATIVE SOIL

PVC LATERAL LINE

FINISH GRADE

PURPLE CAP ROOT WATERING

SYSTEM REFER TO LEGEND

FOR MODEL NUMBER
386
183
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 FINISH GRADE1—111—111—111—111—111—111—111—111—111—IEDGE OF CURB, WALK, OR STRUCTURE

SIDEAALK METER BOX WITH METER
CONNECTION TO 3"-4" BELL AND GASKET MAINLINE CURB
3" WIDE METALLIC MARKER TAPE
y /
E THRUST BLOCK AT HO DEG. CxiI
20000000000900
— II
APPROX. 8
=111=

SECTION A-A

2.5" CL.315 SOLVENT WELD MANIFOLD MAINLINE 1=111=111=111=111= 12" MINIMUMPOTABLE SERVICE LINE5 3 y
& 3
/
10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE
r )

RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE-

POTABLE WATER LINE
12" MINIMUM CLEARANCE (TYPICAL)

RECLAIMED PRESSURE MAINLINE AND SLEEVE

VALVE MANIFOLD AND THRUST BLOCKS POTABLE LINE CROSSINGR S NT.S. N.T.S.
\
00 6500
Seal opening
ww /XXLT
[ ]H

PIPE INTO FITTING
o---Q

0.315
Hose clamps
3/4" WASHED GRAVEL
Drip loop
Finish Grade
A —I—II- JI 11=11 — 11
NTS
A Mounting Pole4
4'
v
4 I
1 ■
21 A
10" Dia Concrete

JOINT RESTRAINTSU
NT.S.

T
s

FINISH GRADE
]321
II
FINISHED GRADE IN SHRUB AREASSifi
I
I—Ii 2" MIN.

A A-
HIP1.
1=111=
8 1M (3’) +n2 IN.

J0e° O +O
1M (3‘)O
77 SECTION VIEW - NT.S.3/4" ROCK, 2 CUBIC FT.

PLAN VIEW - N.T.S
ROOT NATERING SYSTEMO VTWO WIRE PATH INSTALLED IN 30mm fl 1/4") CONDUIT € z2IRRIGATION MAINLINE N.T.S.

D$
2-WIRE SURGE PROTECTION INSTALLATIONX
N.T.S. SHEETSSHEETN.T.S.
( City of
RJM 3Carlsbad (O7 Pl30/2025
9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL I VW, ‘ IA
AAkikhkAkkkak/kAA/

RECYCLED WATER

AGUA RECICLADA

PRESSURE SUPPLY LINE
DEPTH AS PER SPECS.

PVC MALE ADAPTER

LEEMCO LH-SERIES

JOINT RESTRAINT
DESIGN
GROUP

LEEMCO LB-SERIES

JOINT RESTRAINT

COMPACTED

SITE SOIL
2" Steel
Post

TWO WORKING DAYS

BEFORE YOU DIG
Glasir Design
Irrigation Consulting
CID#6004-glasirdesign.com

DO NOT DRINK

NO TOME EL AGUA

IRRIGATION MAINLINE, BELL AND

GASKET TYPE PIPE, SEE LEGEND
FOR SPECIFICATION. COUPLING SHOWN
Wire to
controller
rain bucket
connections

PURPLE LATERAL NON-PRESSURE

RECLAIMED WATER PIPE FROM IRRIGATION HEAD
TO IRRIGATION HEAD. WHENEVER THE LINES
CROSS THE POTABLE PIPE NO SLEEVE IS REQUIRED.

FINISH GRADE
1" ARV PER LEGEND
Flat surface
" mounting feet

BRICK SUPPORTS

BRASS UNION

BRASS NIPPLE

LANDSCAPE FABRIC

USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE PIPE

USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE

USE LB SERIES RESTRAINTS FOR BELL AND GASKET JOINTS

USE LH SERIES RESTRAINTS FOR PVC PIPE TO LEEMCO FITTINGS INCLUDING 45 ELLS, 00 ELLS, MAINLINE TEES, AND VALVE STUB OUTS

USE TWO LH SERIES RESTRAINTS AND TWO TIE-BARS FOR PUSH ON

GATE VALVES, SEE LEEMCO RECOMMENDATIONS

USE TWO LMJ SERIES RESTRAINTS (CONSISITING OF ONE LH SERIES RESTRAINT AND TWO MJ-LK LINKS} FOR FLANGED CONNECTIONS

SIZE OF RESTRAINT TO BE AS PER PIPE AND FITTING USED
NOTE: ALL PIPE TO PIPE FITTINGS DO NOT REQUIRE A RESTRAINT PIPE-TO-PIPE RESTRAINTS ARE ONLY REQUIRED FOR (2)

PIPE-TO-PIPE CONNECTIONS AFTER A CHANGE IN DIRECTION VIA A PITTING, GATE VALVE OR, MANIFOLD FITTING.

LEEMCO-------------------

DUCTILE IRON

PUSH-ON FITTING
(TEE, 00 OR 45}

MAINLINE TEE OR
ELL
10" PURPLE ROUND

BOX WITH BRICK

SUPPORTS
SCH. 80 PVC ELL OR TEE TO VALVES
THRUST BLOCK AT HO DEG.

PURPLE COLORED PRESSURE

MAINLINE PIPE

WE ARE CONSERVING OUR MOST

VALUABLE RESOURCE

BY IRRIGATING OUR LANDSCAPE

WITH RECYCLED WATER
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.

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
NOTE:

WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER LINES CROSS,

THE RECLAIMED 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.

I" SCH. 80 RISER
I" TSJ PRE-

MANUFACTURED

SWING JOINT
a
' «.
• ■
• 4
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+

2.5" ISOLATION VALVE PER LEGEND

T RECYCLED HATER USE SIGN
/ N.T.S.

PAIGE GROUNDING PLATE WITH A 4" X 36" COPPER PLATE
PRE-CONNECTED TO PAIGE (10'} OF #14 AWG BARE COPPER GROUND WIRE,

INSTALL GROUNDING PLATE ALIGNED PERPENDICULAR TO THE TWO WIRE PATH PAIGE "POWER SET" CONTACT ENHANCEMENT MATERIAL, APPLY
50 POUNDS MATERIAL TO IMMEDIATE AREA SURROUNDING GROUNDING PLATE #14 AWG BARE COPPER GROUND WIRE 10' LONG

REMOTE CONTROL VALVE
PVC SCH. 80 NIPPLE 6" TYPICAL
PVC SCH. 80 UNION

UNDERGROUND SERVICE
._. ALERT
SURGE PROTECTOR VIA CS-2W-2ST, (2} STATIONS WILL NOT BE USED.

APPROVED WATERPROOF WIRE CONNECTOR FOR GROUND WIRE
COMMUNICATION CABLE, #I4AWG TWO WIRE PATH IN A
P.E. JACKET INSTALLED WITHIN A 1.25" SCH. 40 PVC CONDUIT CALL:
811
PURPLE STD. RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER.BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID.

BALL VALVE, SEE LEGEND FOR SPECIFICATION
NOTE:

BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX.

INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH.

USE GREEN BOX FOR BALL VALVES SERVED BY DOMESTIC WATER.

BALL VALVE
FLOW
-B IE
SCH. 80 PVC TEE, TxTxT

MAINLINE X MANIFOLD SIZE
MINIMUM 6" SEPARATION BETWEEN

ALL VALVE BOXES

LATERAL LINE TO SPRINKLERS
‘—T

V AIR/VACUUM RELEASE VALVE
J N.T.S.
2a
18"
■ ■ ■ • ■ 1A/k/k/kAAkAkk/AAAkAMzkAAAAAAAzkAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA/ (4)
(1) EXISTING SUBGRADE, TYPICAL
(2) BACKFILL MATERIAL, TYPICAL

P (SEE SPECIFICATIONS)
(3) CONCRETE THRUST BLOCKS,
ONE (1) CUBIC FOOT OF 200PSI CONCRETE

TYPICAL
(4) 2.5” SCH. 80 PVC MAINLINE FITTINGS OR
1 DUCTILE IRON FITTINGS, WRAP WITH PLASTIC

TO PREVENTCONCRETE FROM TOUCHING FITTING
(5) CONCRETE THRUST BLOCK TO BE
- POURED IN PLACE AND POSITIONED

TIGHT AGAINST THE TRENCH WALL

AND UNDISTURBED SUBGRADE

Y TIPPING RAIN BUCKET
J N.T.S.
12"
r
=3
12"
I
9&352@%

2.5"

PRESSURIZED

MANIFOLD

MAINLINE
10/10/25
10/10/25
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

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY

ELECTRIC

VEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
XX
XX
XXXX
XX
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
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
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ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING
61 62
63 64 65
66 67
68 69
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72 71
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ELECTRICVEHICLEPARKING
61 62
63 64 65
66 67
68 69
70 23
22 21
20 19
18 17
72 71
VAN
VAN
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HB-1
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DW
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DW
DW
DW
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DW
DW
DW
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DW
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BV
BVBV
BV
BV
BV
BV
BV
DM
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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.02
MATCHLINE, SEE SHEET L-4.03

IRRIGATION PLAN
L-4.01
386
184
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 A4
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A 30/2025
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REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 20‘O' IO' 40'
L403
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LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

7. 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
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12.4 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

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EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

5. 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.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

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

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
_ City of
Carlsbad
Parks & Recreation Department
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2 "

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5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SLEEVING UNDER PAVING, WALLS AND CURBS. SLEEVES SHALL BE 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.

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7 \
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29 28
27 26
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72 71
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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. R
Y
A
N
LIC
E
N
SE
NO.2502

L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.03
MATCHLINE, SEE SHEET L-4.01
MATCHLINE, SEE SHEET L-4.04
MATCHLINE, SEE SHEET L-4.06
L-4.02

IRRIGATION PLAN
386
185
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 N
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REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 20'O' IO' 40'
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FOR WASH DOWN.
(TYPICAL THIS SYMBOL)
V \

OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE

DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA.

FIRE WATER LINE,

REFER TO CIVIL PLANS

6. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL

LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

7. 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
A a

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL

EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

3. 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.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

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

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.

5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EOUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

SLEEVE ALL RECYCLED WATER MAINLINE

WHEN CROSSING DOMESTIC/POTABLE

WATER LINES, REFER TO DETAIL S'
SHEET L-3.06, AND RECYCLED WATER
NOTES ON SHEET L-3.0
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4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SLEEVING UNDER PAVING, WALLS AND CURBS. SLEEVES SHALL BE 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 OWNERS REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

REFER TO DETAILS FOR SLEEVE DEPTH AND PVC TYPE.

WHEN RUNOFF DOES NOT

DRAIN INTO THE
LANDSCAPE. THE

CONTRACTOR SHALL

INSTALL ALL SPRINKLER
HEADS 24" FROM
HARDSCAPE. (TYPICAL)
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.01
MATCHLINE, SEE SHEET L-4.05
MATCHLINE, SEE SHEET L-4.02
L-4.03

IRRIGATION PLAN
386
186
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 PY)
CEY MAP: 1/3211 = I'L-4.01
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Glasir Design
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EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

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PARKS & RECREATION DEPARTMENT

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53 54
55 56
57 58
59 60
43 42
41 40
39 38
37 36
35 34
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VAN
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HB-1
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.06
MATCHLINE, SEE SHEET L-4.07
MATCHLINE, SEE SHEET L-4.02
MATCHLINE, SEE SHEET L-4.03
MATCHLINE, SEE SHEET L-4.05
MATCHLINE, SEE SHEET L-4.05
L-4.04

IRRIGATION PLAN
386
187
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 EEY WAP; 1/32"= rL-4.0
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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

WHEN RUNOFF DOES NOT

DRAIN INTO THE
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HEADS 24" FROM
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LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

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/
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IRRIGATION SEPARATED

BY CONTAINER SHRUB
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WHERE POSSIBLE.
(TYPICAL)

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REFER TO DETAILS FOR SLEEVE DEPTH AND PVC TYPE.

OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE

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L-3.06, AND RECYCLED

WATER NOTES ON SHEET
L-5.OI
$3A6X

DOMESTIC WATER

CROSSING WITH

RECYCLED WATER
LATERAL PIPE. REFER

TO DETAIL 'S' SHEET
L-3.06, AND RECYCLED

TWO (2) 48 STATION

WEATHER BASED

CONTROLLERS, CONNECTED

TO MASTER VALVE AND
FLOW SENSOR #1.

I2OVAC ON A DEDICATED
2OAMF BREAKER REQUIRED
FOR THE CONTROLLERS.
‘ C,, &
IO. REFER TO DRAWING NO. L-5.O5 TO L-3.06 OF THIS PACKAGE FOR IRRIGATION LEGEND, DETAILS AND CALCULATIONS.
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X
X
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X
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X
X
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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
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X
X
X
X
DW
DW
DW
DW
DW
DW
DW
DW
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DW
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DW
DW
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BV
BV
BV
BV
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BV
BV
BV
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X
X
X
XX
X
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X
X
X
X
X
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X X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X

ELECTRIC

VEHICLE

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ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

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ELECTRICVEHICLEPARKING

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X
X
X
X
X
X
X
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X X
X
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XX
XX
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X
X
XX
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X
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X
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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
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X X
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VAN
VAN
VAN
VAN
VAN
VAN
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X
X
X
X
X
X
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X
X
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X
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X
X
X
X
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X
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X
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X
X
X
X
X
X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.03
MATCHLINE, SEE SHEET L-4.04
MATCHLINE, SEE SHEET L-4.04
MATCHLINE, SEE SHEET L-4.08

MATCHLINE,
SEE SHEET L-4.07
L-4.05

IRRIGATION PLAN
386
188
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 •HHNHIEVE -"MMEEEHMMEM"EHEE
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A 230/2025
9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALCID irdesi0U4- L id >n.com

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0 6. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL

LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

7. 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

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL

EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

5. 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.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.
/
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200
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WATER NOTES ON SHEET
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SHEET L-3.O6, AND RECYCLED WATER
NOTES ON SHEET L-3.OI

ALL NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED

TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DE HO. FINAL CONNECTIONS TO

THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.

SLEEVE ALL RECYCLED WATER MAINLINE

WHEN CROSSING DOMESTIC/POTABLE

WATER LINES, REFER TO DETAIL S'
SHEET L-3.06, AND RECYCLED WATER
NOTES ON SHEET L-S.OI

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SLEEVING UNDER PAVING, WALLS AND CURBS. SLEEVES SHALL BE 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 OWNERS REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.

REFER TO DETAILS FOR SLEEVE DEPTH AND PVc TYPE.

5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF IS" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

X
\

IRRIGATION SEPARATED

BY CONTAINER SHRUB
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X
X
X
XX
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
XX
X
X
X
X
X
X

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLEPARKING

ELECTRICVEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

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VEHICLE

PARKING
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ELECTRIC

VEHICLEPARKING
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X X X
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X
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X
X
X
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X X
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VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
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X
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X
X
X
X
X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.09
MATCHLINE, SEE SHEET L-4.02
MATCHLINE, SEE SHEET L-4.07
MATCHLINE, SEE SHEET L-4.04

MATCHLINE,
SEE SHEET L-4.04
L-4.06

IRRIGATION PLAN
386
189
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 I

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A 2 I30/2025
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REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 20'O' IC 4C
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J
1 .6l"/Hf
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200

4.0 3.0"/Hl
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LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

1. 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
A V

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL

EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

5. 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.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

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

IRRIGATION SEPARATED

BY CONTAINER SHRUB
VS.

SEED/GROUNDCOVER,
WHERE POSSIBLE.
(TYPICAL)

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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CROSSING WITH

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THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.
9 1
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5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 15" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

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CIP 4609541-1A

MATCHLINE,
SEE SHEET L-4.05
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MATCHLINE, SEE SHEET L-4.11
MATCHLINE, SEE SHEET L-4.07

MATCHLINE,
SEE SHEET L-4.10
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TO DETAIL 'S' SHEET
L-3.06, AND RECYCLED

WATER NOTES ON SHEET
L-3.0
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THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.

SLEEVE ALL RECYCLED WATER MAINLINE

WHEN CROSSING DOMESTIC/POTABLE

WATER LINES, REFER TO DETAIL 'S'
SHEET L-3.O6, AND RECYCLED WATER
NOTES ON SHEET L-3.OI

5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

1.5"
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/
/
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/
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1.25,
5 IO. REFER TO DRAWING NO. L-5.O5 TO L-3.06 OF THIS PACKAGE FOR IRRIGATION LEGEND, DETAILS AND CALCULATIONS.
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X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.06MATCHLINE, SEE SHEET L-4.07
MATCHLINE, SEE SHEET L-4.10MATCHLINE, SEE SHEET L-4.13
L-4.09

IRRIGATION PLAN
386
192
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 •• ■' "" •••••••IM............... E MHHHAEMAEASHE
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OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE

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3. 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.

LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

1. 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

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL

EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.
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DRAIN INTO THE
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CONTRACTOR SHALL

INSTALL ALL SPRINKLER
HEADS 24" FROM
HARDSCAPE. (TYPICAL)

ALL NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGH-LINED AND CONNECTED

TO A POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND DE HO. FINAL CONNECTIONS TO

THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.

5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EOUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

REFER TO DETAILS FOR SLEEVE DEPTH AND PVC TYPE.

IRRIGATION SEPARATED

BY CONTAINER SHRUB
VS.

SEED/SROUNDCOVER,
WHERE POSSIBLE.
(TYPICAL)
IO. REFER TO DRAWING NO. L-5.O5 TO L-3.06 OF THIS PACKAGE FOR IRRIGATION LEGEND, DETAILS AND CALCULATIONS.

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PARKING
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VEHICLEPARKING

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ELECTRIC

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X
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X X X X
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VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
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X
X
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.13
MATCHLINE, SEE SHEET L-4.07
MATCHLINE, SEE SHEET L-4.07
MATCHLINE, SEE SHEET L-4.11
MATCHLINE, SEE SHEET L-4.08
MATCHLINE, SEE SHEET L-4.12
L-4.10

IRRIGATION PLAN
386
193
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 EEY WAP; 1/32"= rL-4.0
L-4.03
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LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

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THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN
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2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

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EOUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

5. 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.

I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

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

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
I—
i 7
I
I
I
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77 /1.25"
IO. REFER TO DRAWING NO. L-3.03 TO L-3.06 OF THIS PACKAGE FOR IRRIGATION LEGEND, DETAILS AND CALCULATIONS.
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THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.
/
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/
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5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.12 MATCHLINE, SEE SHEET L-4.10 MATCHLINE, SEE SHEET L-4.08
L-4.11

IRRIGATION PLAN
386
194
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 EEY WAP; 1/32"= rL-4.0
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LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.

7. 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

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND

DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL

EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO STARTING WORK.

5. 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.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT

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IO. REFER TO DRAWING NO. L-3.03 TO L-3.06 OF THIS PACKAGE FOR IRRIGATION LEGEND, DETAILS AND CALCULATIONS.

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THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHO.

5. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY,

ACTUAL MAINLINE AND RELATED EOUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.

REFER TO DETAILS FOR SLEEVE DEPTH AND PVC TYPE.
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L I CENSED

LANDSCAPE

ARCHITECT
STATE
O
FC
A
L

IFORNI A

VETERANS MEMORIAL PARK
CIP 4609541-1A
MATCHLINE, SEE SHEET L-4.14
MATCHLINE, SEE SHEET L-4.11
MATCHLINE, SEE SHEET L-4.10
L-4.12

IRRIGATION PLAN
386
195
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 •======©••......................... ...... (0) /
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RJM
(O7 Pl
4 230/2025
9/B/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 20'O' IO' 40'
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