HomeMy WebLinkAboutDWG 525-6; 4015; VILLAGE AND BARRIO TRAFFIC CIRCLES - PHASE I; 01-73CONSTRUCTION PLANS
FOR
VILLAGE AND BARRIO TRAFFIC CIRCLES
PROJECT NO. 4015
CITY OF CARLSBAD
CARLSBAD, CA
CITY COUNCIL
KEITH BLACKBURN - MAYOR
PRIYA BHAT-PATEL - MAYOR PRO TEM
MELANIE BURKHOLDER - COUNCIL MEMBER
CAROLYN LUNA- COUNCIL MEMBER
TERESA ACOSTA - COUNCIL MEMBER
VICINITY MAP
"DECLARATION OF RESPONSIBLE CHARGE"
CARLSBAD VILLAGE DR.
OAK AVE.
PINE AVE.
TY
L
E
R
S
T
.
RO
O
S
E
V
E
L
T
S
T
.
CHESTNUT AVE.
PALM AVE.
AVOCADO LN.
CAMELIA PL.
5
TAMARACK AVE.
LOCATION MAP
N
WALNUT AVE.
JE
F
F
E
R
S
O
N
S
T
.
MA
D
I
S
O
N
S
T
.
HA
R
D
I
N
G
S
T
.
MA
G
N
O
L
I
A
A
V
E
.
12/05/23
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
"DECLARATION OF RESPONSIBLE CHARGE"
BENCH MARK
GENERAL NOTES STREET NOTES
SEWER NOTES
SOURCE OF TOPOGRAPHY
WATER NOTES
SIGNING AND STRIPING NOTES REFERENCE DRAWINGS
BASIS OF BEARINGS
”“”
”“”
”“”
PROJECT LOCATION
WORK TO BE DONE
12/05/23
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
ABBREVIATIONSLEGEND
ITEM:STANDARD DWG NO.EXISTING:NEW / RELOCATED:
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
N
SHEET LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
LINE 'I' GEOMETRIC DATA
N
LINE 'A' GEOMETRIC DATA
LINE 'B' GEOMETRIC DATA
LINE 'C' GEOMETRIC DATA
LINE 'D' GEOMETRIC DATA
LINE 'E' GEOMETRIC DATA
LINE 'F' GEOMETRIC DATA
LINE 'G' GEOMETRIC DATA
LINE 'H' GEOMETRIC DATA
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
ELEVATION VIEW
ISOMETRIC VIEW
SAWCUT IN PCC PAVEMENT ROADWAY SAWCUT DETAILSA
TRUCK APRONC
CURB OR CURB & GUTTER TRANSITION DETAILB
6" MONOLITHIC CURB AND END TAPERD
MODIFIED 3" MOUNTABLE CURBE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
SECTION VIEW ELEVATION VIEW
BMP DETAIL - DISPERSION AREA WITH STEP OUT ZONEF
CASING DETAILK
PLAN
SECTION A-A
SECTION B-B
ANCHOR DETAIL
NOTES:
SIDEWALK UNDERDRAINH
PLAN VIEW
SECTION A-A
SECTION B-B
CURB CUT DETAILI
IMPERMEABLE LINER CONNECTIONJ
BMP DETAIL - DISPERSION AREAG
NOTES:
P.C.C HARDSCAPEL
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINE
WARNING!!! GAS LINE
OA
K
A
V
E
N
U
E
JEFFERSON STREET
N
DEMOLITION NOTES
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINE
WARNING!!! GAS LINE
N
PI
N
E
A
V
E
N
U
E
MADISON STREET
DEMOLITION NOTES
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINE
WARNING!!! GAS LINE
PI
N
E
A
V
E
N
U
E
HARDING STREET
N
DEMOLITION NOTES
GENERAL NOTES FOR IMPROVEMENTS
BUS STOP DETAIL
LEGEND
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINE
CH
E
S
T
N
U
T
A
V
E
N
U
E
ROOSEVELT STREET
N
DEMOLITION NOTES
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINEWARNING!!! GAS LINE
WARNING!!! GAS LINE
CH
E
S
T
N
U
T
A
V
E
N
U
E
MADISON STREET
N
DEMOLITION NOTES
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
R2'R2'
45
50
55
60
65
70
45
50
55
60
65
70
EX 10" WATER
(5
3
.
5
4
)
I
E
I
N
8
"
V
C
P
EX 4" GAS
53
.
4
4
I
E
O
U
T
8
"
P
V
C
(5
2
.
8
3
)
I
E
O
U
T
1
0
"
V
C
P
L=52.92' ~ 8" PVC, S=0.96%
1
EX COMM
52
.
8
3
I
E
I
N
1
0
"
P
V
C
52
.
9
3
I
E
I
N
8
"
P
V
C
SS
M
H
2
RI
M
=
6
2
.
6
6
ST
A
1
+
7
4
.
6
6
,
1
.
1
2
'
L
SS
M
H
1
RI
M
=
6
1
.
5
7
ST
A
2
+
1
8
.
9
9
,
3
0
.
0
2
'
L
PROFILE VIEW NAME: HARDING STREET
45
50
55
60
65
70
75
45
50
55
60
65
70
75
1+50 2+00 2+75
EX 4" GAS
EX COMM
(5
2
.
8
3
)
I
E
O
U
T
1
0
"
V
C
P
52
.
9
3
I
E
I
N
8
"
P
V
C
L=51.27' ~ 10" PVC, S=0.30%
EX
M
H
T
O
B
E
R
E
M
O
V
E
D
RI
M
=
(
6
2
.
4
7
)
ST
A
2
+
1
8
.
9
3
,
1
.
1
0
'
L
2
(10" VCP, S=0.30%)
52
.
8
3
I
E
I
N
1
0
"
P
V
C
EX 30" RCP SD
(±48.55IE)
TR
A
N
S
I
T
I
O
N
C
O
U
P
L
I
N
G
ST
A
2
+
2
5
.
9
3
,
1
.
1
0
'
L
(5
2
.
9
8
)
I
E
SS
M
H
2
RI
M
=
6
2
.
6
6
ST
A
1
+
7
4
.
6
6
,
1
.
1
2
'
L
GENERAL NOTES
LEGEND
N
PROFILE: HARDING ST & PINE AVE
PLAN: HARDING ST & PINE AVE
HARDING ST
PI
N
E
A
V
E
CONSTRUCTION NOTES
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
ROOSEVELT ST
CH
E
S
T
N
U
T
A
V
E
WARNING!!! GAS LINE
PROFILE VIEW NAME: PV 008
25
30
35
40
45
50
55
60
25
30
35
40
45
50
55
60
L=36.78' ~ 8" PVC
,
S=3.24%
SS
M
H
4
RI
M
=
4
7
.
9
2
ST
A
3
6
+
1
5
.
7
9
,
2
7
.
1
4
'
R
(3
5
.
0
3
)
I
E
I
N
8
"
V
C
P
34
.
9
3
I
E
O
U
T
8
"
P
V
C
33
.
7
4
I
E
I
N
8
"
P
V
C
33
.
9
9
I
E
I
N
1
2
"
P
V
C
EX 6" WATER
EX 6" WATER
EX 1 12" GAS
SS
M
H
3
RI
M
=
4
8
.
4
8
ST
A
3
6
+
4
3
.
9
7
,
2
.
3
0
'
L
4
PROP 10"
WATER
(3
3
.
6
4
)
I
E
O
U
T
1
2
"
P
V
C
PROFILE VIEW NAME: PV 007
25
30
35
40
45
50
55
60
25
30
35
40
45
50
55
60
SS
M
H
4
RI
M
=
4
7
.
9
2
ST
A
3
6
+
1
5
.
7
9
,
2
7
.
1
4
'
R
33
.
9
9
I
E
I
N
1
2
"
P
V
C
(3
3
.
6
4
)
I
E
O
U
T
1
2
"
P
V
C
33
.
7
4
I
E
I
N
8
"
P
V
C
(3
4
.
1
3
)
I
E
3
L=36.47' ~ 12" PVC,
S=0.38%
EX 1 12" GAS
EX
M
H
T
O
B
E
R
E
M
O
V
E
D
RI
M
=
(
4
8
.
4
6
)
ST
A
3
6
+
1
5
.
8
5
,
2
.
3
3
'
L
(12" PVC, S=0.38%)
TR
A
N
S
I
T
I
O
N
C
O
U
P
L
I
N
G
ST
A
3
6
+
1
5
.
8
5
,
9
.
3
3
'
L
25
30
35
40
45
50
55
60
TY
P
E
B
-
1
C
I
RI
M
=
4
7
.
9
4
ST
A
3
5
+
9
3
.
7
4
,
5
3
.
8
8
'
L
EX
S
D
C
O
RI
M
=
4
7
.
9
5
ST
A
3
6
+
0
3
.
6
9
,
4
3
.
2
3
'
L
42
.
6
4
I
E
O
U
T
1
8
"
R
C
P
41
.
0
8
I
E
I
N
1
8
"
R
C
P
(4
0
.
8
9
)
I
E
I
N
1
8
"
R
C
P
(3
7
.
4
2
)
I
E
I
N
6
0
"
R
C
P
L=11.73' ~ 18" RCP, S=13.32%
(3
6
.
5
8
)
I
E
O
U
T
7
2
"
R
C
P
1 EX ELECTRIC
25
30
35
40
45
50
55
60
25
30
35
40
45
50
55
60
TY
P
E
B
C
I
RI
M
=
4
8
.
3
5
ST
A
3
6
+
3
9
.
4
6
,
6
3
.
8
8
'
L
MO
D
I
F
I
E
D
T
Y
P
E
A
S
D
C
O
RI
M
=
4
8
.
2
8
ST
A
3
6
+
3
9
.
6
0
,
4
7
.
2
3
'
L
L=11.49' ~ 18" RCP, S=3.84%
41
.
9
1
I
E
O
U
T
1
8
"
R
C
P
41
.
4
7
I
E
I
N
1
8
"
R
C
P
(4
1
.
0
3
)
I
E
I
N
1
8
"
R
C
P
(4
0
.
8
3
)
I
E
O
U
T
1
8
"
R
C
P
2
GENERAL NOTES
LEGEND
N
PROFILE: ROOSEVELT ST & CHESTNUT AVE
PLAN: ROOSEVELT ST & CHESTNUT AVE
CONSTRUCTION NOTES
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MADISON ST
PROFILE VIEW NAME: PV 011
30
35
40
45
50
55
60
30
35
40
45
50
55
60
0+751+001+75
SS
M
H
6
RI
M
=
5
1
.
7
6
ST
A
3
1
+
0
0
.
8
9
,
3
3
.
7
7
'
R
L=51.84' ~
8
"
P
V
C
,
S
=
6
.
1
8
%
40
.
8
5
I
E
O
U
T
8
"
P
V
C
(4
0
.
9
5
)
I
E
I
N
8
"
V
C
P
37
.
6
5
I
E
I
N
8
"
P
V
C
SS
M
H
7
RI
M
=
5
3
.
0
0
ST
A
3
0
+
5
9
.
3
9
,
0
.
3
7
'
L
EX COMMEX 2" GAS
1'
M
I
N
.
37
.
6
5
I
E
I
N
8
"
P
V
C
6
(3
7
.
5
5
)
I
E
O
U
T
1
2
"
P
V
C
EX 60" RCP SD
(40.90IE)
37
.
6
5
I
E
I
N
1
2
"
P
V
C
37
.
6
5
I
E
I
N
8
"
P
V
C
30
35
40
45
50
55
60
30
35
40
45
50
55
60
1+502+002+25
EX 6"WATER
SS
M
H
6
RI
M
=
5
1
.
7
6
ST
A
3
1
+
0
0
.
8
9
,
3
3
.
7
7
'
R
SS
M
H
5
RI
M
=
5
3
.
0
6
ST
A
3
1
+
3
2
.
2
7
,
0
.
6
1
'
L
EX 2" GAS
PROP 10"
WATER
L=44.07' ~ 8" PV
C
,
S
=
3
.
7
2
%
39
.
2
9
I
E
O
U
T
8
"
P
V
C
37
.
6
5
I
E
I
N
8
"
P
V
C
(3
9
.
3
9
)
I
E
I
N
8
"
V
C
P
5
(3
7
.
5
5
)
I
E
I
N
1
2
"
P
V
C
37
.
6
5
I
E
I
N
1
2
"
P
V
C
EX 18"
RCP SD
(44.82IE)
30
35
40
45
50
55
60
30
35
40
45
50
55
60
1+00 1+50
TY
P
E
B
C
I
RI
M
=
5
2
.
3
3
ST
A
3
0
+
7
2
.
6
4
,
3
1
.
6
5
'
L
L=12.52' ~ 18" RCP, S=9.59%
44
.
2
3
I
E
O
U
T
1
8
"
R
C
P
43
.
0
3
I
E
I
N
1
8
"
R
C
P
EX COMM
EX 60" RCP
3
PROFILE VIEW NAME: SEWER - CHESTNUT & MADISON EW
30
35
40
45
50
55
60
65
30
35
40
45
50
55
60
65
SS
M
H
6
RI
M
=
5
1
.
7
6
ST
A
3
1
+
0
0
.
8
9
,
3
3
.
7
7
'
R
37
.
6
5
I
E
I
N
1
2
"
P
V
C
37
.
6
5
I
E
I
N
8
"
P
V
C
37
.
6
5
I
E
I
N
8
"
P
V
C
(3
8
.
5
4
)
I
E
EX
M
H
T
O
B
E
R
E
M
O
V
E
D
RI
M
=
(
5
2
.
9
8
)
ST
A
3
1
+
0
1
.
1
1
,
0
.
7
0
'
L
7
L=41.48' ~ 12" PVC, S=
2
.
1
5
%
(12" PVC, S=2.81%)
(3
7
.
5
5
I
E
O
U
T
1
2
"
P
V
C
)
TR
A
N
S
I
T
I
O
N
C
O
U
P
L
I
N
G
ST
A
3
1
+
0
1
.
1
0
,
7
.
7
0
'
L
GENERAL NOTES
N
PROFILE: MADISON ST & CHESTNUT AVE
PLAN: MADISON ST & CHESTNUT AVE
CH
E
S
T
N
U
T
A
V
E
CONSTRUCTION NOTES
LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
45
50
55
60
65
45
50
55
60
65
20+00 21+00 22+00
20+00.00
CONNECT TO EX 8" AC WATER
(±53.20TP)21+23.60
CONNECT TO EX 8" AC WATER
(±51.07TP)
20+42.10
EX 112" GAS(±54.21TP)
EXISTING GRADE
20+37.10
8"X8"X8"X8" CROSS W/4~8" GV52.60TP
7 8
2" MANUAL AIR RELEASE
2" BLOW-OFF
45
50
55
60
65
45
50
55
60
65
2+00 3+00 4+00
3+60.76
EX 34" GAS(±54.56TP)
2+41.00
CONNECT TO EX 6" AC WATER
(±52.37TP)
2+74.81
COMM DEPTH UNKNOWN
2+94.87
EX 2" GAS
(±53.68TP)
3+28.44
8"X8"X8"X8" CROSS W/
4~8" GV
52.60TPEXISTING GRADE
0
8" C900 PVC
3+66.14
CONNECT TO EX 6" AC WATER
(±52.65TP)
2" BLOW-OFF
2+72.29
Δ=0.01°
2" MANUAL AIR RELEASE
1 2 3 4 5 6
JEFFERSON ST
OA
K
A
V
E
N
PROFILE: JEFFERSON ST & OAK AVE - 8" WATER MAIN
PLAN: JEFFERSON ST & OAK AVE - 8" WATER MAIN
GENERAL NOTES LEGEND
GENERAL WATER NOTE:
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
40
45
50
55
60
40
45
50
55
60
3+00 4+00 5+00 5+75
3+18.11
CONNECT TO EX 12"ACP WATER(±48.04TP)
EXISTING GRADE
4+26.23
10"X12"X12"X12" CROSSW/ 1~10" GV & 3~12" GV48.75TP
9
PROPOSED GRADE
12" C900 PVC
11
4+57.00
CONNECT TO EX 10"AC WATER
(±48.64TP)
2" BLOW-OFF2" MANUAL AIR RELEASE
14" FUSIBLE PVC DR 18 CASING
PER DETAIL ON SHT 7
29.50 LF
10" C900 PVC
10 4+36.23
Δ=0.64°USE FUSIBLE PVC DR 14
CARRIER PIPE WITHIN
CASING
40
45
50
55
60
40
45
50
55
60
30+00 31+00 32+00
30+79.20
EX 2" GAS(±46.74TP)
31+25.06
CONNECT TO EX 12" AC WATER
(±47.23TP)
30+49.35
10"X12"X12"X12" CROSS W/
1~10" GV & 3~12" GV
48.75TP
EXISTING GRADE30+00.00
CONNECT TO EX 12" AC WATER
(±48.66TP)
30+56.49
EX 6" VCP SEWER(±46.70TP)
12" C900 PVC
12 13 15 17 18
2" BLOW-OFF
2" MANUAL AIR RELEASE
30+59.35
Δ=1.48°
0.
5
'
M
I
N
.
1614
N
PROFILE: MADISON ST & PINE AVE - 10" & 12" WATER MAIN
PLAN: MADISON ST & PINE AVE - 10" & 12" WATER MAIN
PI
N
E
A
V
E
N
U
E
MADISON STREET
GENERAL NOTES LEGEND
GENERAL WATER NOTE:
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
R2'R2'
45
50
55
60
65
70
45
50
55
60
65
70
4+00 5+00 6+00 7+00
8" C900 PVC
4+53.00
CONNECT TO EX 6" AC WATER
(±58.34TP)
4+73.58
COMM DEPTH UNKNOWN
5+02.92
EX 4" GAS(±59.21TP)
5+12.77
EX 8" SEWER
(±54.47TP)
5+22.52
8"X8"X12"X12" CROSS W/2~8" GV & 2~12" GV57.40TP
EXISTING GRADE
19 20 21 22 23 24
5+49.48
EX SEWER LATERAL
(±55.46TP)
5+93.00
CONNECT TO EX 8" AC WATER
(±58.11TP)
2" BLOW-OFF
2" BLOW-OFF
5+12.52
Δ=1.60°
5+18.22
EX 30" SD(±51.83TP)
97
45
50
55
60
65
70
45
50
55
60
65
70
40+00 41+00 42+00 42+25
41+05.81
EX 2" GAS(±59.87TP)41+26.87
COMM DEPTH UNKNOWN
41+27.96
COMM DEPTH UNKNOWN
41+37.00
CONNECT TO EX 12" WATER
(±58.42TP)
40+94.66
EX 10" SEWER(±53.91TP)
25 26
12" C900 PVC
40+26.00
CONNECT TO EX 12" WATER
(±58.50TP)
40+51.91
8"X8"X12"X12" CROSS W/
2~8" GV & 2~12" GV57.58TP
2" BLOW-OFF 2" BLOW-OFF
14" FUSIBLE PVC DR 18 CASING
PER DETAIL ON SHT 7
40 LF
98
40+61.91
Δ=2.98°
USE FUSIBLE PVC DR 14
CARRIER PIPE WITHIN
CASING
GENERAL NOTES
N
PROFILE: HARDING ST & PINE AVE - 8" & 10" WATER MAIN
PLAN: HARDING ST & PINE AVE - 8" & 12" WATER MAIN
HARDING ST
PI
N
E
A
V
E
LEGEND
GENERAL WATER NOTE:
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
CH
E
S
T
N
U
T
A
V
E
ROOSEVELT ST
30
35
40
45
50
55
30
35
40
45
50
55
51+00 52+00 52+50
10" C900 PVC
29 3130 32 35
50+81.20
COMM DEPTH UNKNOWN
50+72.00
CONNECT TO EX 10" ACP WATER
(±44.49TP)
51+83.00
CONNECT TO EX 10" ACP WATER
(±43.84TP)
50+86.27
COMM DEPTH UNKNOWN
50+99.96
EX ELECTRIC
(±45.13TP)51+06.74
8"X8"X10"X10" CROSS2~8" GV & 2~10" GV44.20TP
51+35.46
EX 112"GAS(±44.83TP)
PROP 8" PVC SEWER51+24.74
35.38TP
2" MANUAL AIR RELEASE
2" BLOW-OFF
33 36
0.
5
'
M
I
N
.
51+35.46
Δ=0.33°
34
50+96.53
COMM DEPTH UNKNOWN
30
35
40
45
50
55
30
35
40
45
50
55
5+00 6+00 7+00 7+75
8" C900 PVC
27
7+04.00
CONNECT TO EX 6" ACP WATER
(±44.44TP)
5+54.75
CONNECT TO EX 6" ACP WATER
(±45.07TP)
5+94.06
COMM DEPTH UNKNOWN
5+88.88
EX 3 4" GAS(±46.21TP)
5+95.90
COMM DEPTH UNKNOWN
6+00.47
COMM DEPTH UNKNOWN
6+01.31
COMM DEPTH UNKNOWN
6+10.76
EX ELECTRIC(±46.05TP)
6+49.44
8"X8"X10"X10" CROSS
2~8" GV & 2~10" GV
44.20TP
6+27.77
EX 12" PVC SEWER(±35.18TP)
5+98.10
COMM DEPTH UNKNOWN
6+10.16
COMM DEPTH UNKNOWN
6+84.79
EX 3 4" GAS(±45.44TP)
6+15.34
EX 73" RCP SD(±42.86TP)
2" BLOW-OFF
2" BLOW-OFF
1'
M
I
N
.
28
6+59.44
Δ=1.13°
96
N
PLAN: ROOSEVELT ST & CHESTNUT AVE - 8" & 10" WATER MAIN
GENERAL NOTES
LEGEND
GENERAL WATER NOTE:
PROFILE: ROOSEVELT ST & CHESTNUT AVE - 8" & 10" WATER MAIN
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MADISON ST
35
40
45
50
55
60
35
40
45
50
55
60
60+00 61+00 61+75
45 49
60+00.00
CONNECT TO EX 8" PVC WATER(±49.33TP)60+96.04
CONNECT TO EX 10" ACP WATER
(±47.45TP)
60+61.43
PROP 8" PVC SEWER
38.89
60+56.13
EX 2" GAS
(±48.99TP)
60+19.01
8"X10"X10"X10" CROSS
1~8" GV & 3~10" GV
48.21TP
60+52.75
EX 18" RCP SD
(±46.56TP)
2" MANUAL AIR RELEASE
2" BLOW-OFF
46 47 48
10" C900 PVC
12" FUSIBLE PVC DR 18 CASING
PER DETAIL ON SHT 7
31 LF
9460+09.01
Δ=7.49°
60+58.73
Δ=0.91°
0.
5
'
M
I
N
.
USE FUSIBLE PVC DR 14
CARRIER PIPE WITHIN
CASING
8"
C
9
0
0
P
V
C
35
40
45
50
55
60
35
40
45
50
55
60
6+00 7+00 8+00 8+75
7+38.53
EX 2" GAS
(±49.31TP)
38 39 40 43 44
6+50.00
CONNECT TO EX 10" AC WATER
(±49.33TP)
7+83.00
CONNECT TO EX 10" AC WATER(±48.74TP)10" C900 PVC
6+77.40
COMM DEPTH UNKNOWN
7+02.64
COMM DEPTH UNKNOWN 7+35.08
8"X10"X10"X10" CROSS1~8" GV & 3~10" GV48.21TP
7+12.43
EX 60" SD
(±46.82TP)7+25.21
EX 12" RCP SEWER
(±39.90TP)
2" BLOW-OFF
2" BLOW-OFF
0.
5
'
M
I
N
.
42
7+25.08
Δ=1.58°
41
1'
M
I
N
.
N
PLAN: MADISON ST & CHESTNUT AVE - 8" & 10" WATER MAIN
CH
E
S
T
N
U
T
A
V
E
GENERAL NOTES LEGEND
GENERAL WATER NOTE:
PROFILE: MADISON ST & CHESTNUT AVE - 8" & 10" WATER MAIN
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
OA
K
A
V
E
N
U
E
WARNING!!! GAS LINE
WARNING!!! GAS LINE
WARNING!!! GAS LINE
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
JEFFERSON STREET
N
CONSTRUCTION NOTES
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
53
55
60
53
55
60
-0+050+000+85
52
55
60
52
55
60
53
55
60
53
55
60
-0+050+00 1+00 1+08
53
55
60
53
55
60
53
55
60
53
55
60
0+00 1+00 1+23
48
50
55
60
48
50
55
60
0+00 0+90
OAK & JEFFERSON NW CURB RETURN
OAK & JEFFERSON NE CURB RETURN
OAK & JEFFERSON SW CURB RETURN OAK & JEFFERSON SE CURB RETURN
OAK & JEFFERSON TRUCK APRON TC
OAK & JEFFERSON TRAFFIC CIRCLE INNER CURB TC
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MTEXT WITH WIPEOUT FOR TITLE GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
CURB RETURN DATA TABLE
TRAFFIC CIRCLE INNER CURB DATA TABLE
REFUGE ISLANDS DATA TABLE
TRUCK APRON CURB DATA TABLE
REFUGE ISLANDS DATA TABLE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
JEFFERSON AVE
OA
K
A
V
E
N
U
E
N
ENLARGEMENT DETAIL - SE CORNER
ENLARGEMENT DETAIL - SSW CORNER
ENLARGEMENT DETAIL - NNW CORNER
ENLARGEMENT DETAIL - NNE CORNER
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINEWARNING!!! GAS LINE GENERAL NOTES FOR IMPROVEMENTS
CONSTRUCTION NOTES
LEGEND
N
PI
N
E
A
V
E
N
U
E
MADISON STREET
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
49
50
55
49
50
55
-0+06
47
50
55
47
50
55
47
50
55
47
50
55
46
50
55
46
50
55
0+00 1+00 1+10
48
50
55
48
50
55
0+00 0+87
48
50
55
48
50
55
49
50
55
49
50
55
1+00 1+67
MADISON & PINE NE CURB RETURNMADISON & PINE NW CURB RETURN
MADISON & PINE SW CURB RETURN MADISON & PINE SE CURB RETURN
MADISON & PINE TRAFFIC CIRCLE INNER CURB TC
MADISON & PINE TRAFFIC CIRCLE TC
MADISON & PINE CENTERLINE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MTEXT WITH WIPEOUT FOR TITLE GOES HERE TRAFFIC CIRCLE INNER CURB DATA TABLE
TRUCK APRON DATA TABLE
REFUGE ISLANDS DATA TABLECURB RETURN DATA TABLE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
PI
N
E
A
V
E
N
U
E
MADISON STREET
N
ENLARGEMENT DETAIL - SE CURB CORNER
ENLARGEMENT DETAIL - NW CURB CORNER
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
WARNING!!! GAS LINE
WARNING!!! GAS LINE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
GENERAL NOTES FOR IMPROVEMENTS
CONSTRUCTION NOTES
LEGEND
PI
N
E
A
V
E
N
U
E
HARDING STREET
N
CURB RETURN DATA TABLE
TRAFFIC CIRCLE INNER CURB DATA TABLE
TRUCK APRON DATA TABLE
BUS STOP DETAIL
BENCHMARK MONUMENT NOTE
REFUGE ISLANDS DATA TABLE
REFUGE ISLANDS DATA TABLE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
59
60
65
59
60
65
-0+050+00 0+80
59
60
65
59
60
65
-0+050+00 0+80
60
65
60
65
60
65
60
65
61
65
70
61
65
70
0+00 1+001+04
61
65
61
65
61
65
70
61
65
70
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
HARDING & PINE NE CURB RETURN
HARDING & PINE SE CURB RETURN
HARDING & PINE NW CURB RETURN
HARDING & PINE SW CURB RETURN
HARDING & PINE TRAFFIC CIRCLE INNER CURB TC
HARDING & PINE TRUCK APRON TC
HARDING & PINE RETAINING WALL
REFUGE ISLANDS DATA TABLE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
HARDING STREET
PI
N
E
A
V
E
N
U
E
HARDING STREET
N
ENLARGEMENT DETAIL - SW CORNER
ENLARGEMENT DETAIL - SE CORNER
ENLARGEMENT DETAIL - NW CORNER
BUS STOP DETAIL
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINE
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
CH
E
S
T
N
U
T
A
V
E
N
U
E
ROOSEVELT STREET
N
CONSTRUCTION NOTES
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
46
50
55
46
50
55
-0+050+000+80
44
45
50
44
45
50
46
50
46
50
-0+050+00 0+95
45
50
55
45
50
55
-0+050+00 1+001+05
43
45
50
55
43
45
50
55
0+00 0+87
44
45
50
55
44
45
50
55
CHESTNUT & ROOSEVELT NW CURB RETURN
CHESTNUT & ROOSEVELT SW CURB RETURN
CHESTNUT & ROOSEVELT NE CURB RETURN
CHESTNUT & ROOSEVELT SE CURB RETURN
CHESTNUT & ROOSEVELT TRAFFIC CIRCLE INNER CURB TC
CHESTNUT & ROOSEVELT TRUCK APRON TC
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERETRUCK APRON DATA TABLE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HERETRAFFIC CIRCLE INNER CURB DATA TABLECURB RETURN DATA TABLE REFUGE ISLAND DATA TABLE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
CH
E
S
T
N
U
T
A
V
E
N
U
E
ROOSEVELT STREET
N
ENLARGEMENT DETAIL - SE CURB CORNER
ENLARGEMENT DETAIL - NNE CURB CORNER
ENLARGEMENT DETAIL - NNW CURB CORNER
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
WARNING!!! GAS LINEWARNING!!! GAS LINE
GENERAL NOTES FOR IMPROVEMENTS
LEGEND
CH
E
S
T
N
U
T
A
V
E
N
U
E
MADISON STREET
N
CONSTRUCTION NOTES
BENCHMARK MONUMENT NOTE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
50
55
50
55
50
55
60
50
55
60
48
50
55
48
50
55
48
50
55
48
50
55
-0+050+000+76
47
50
55
60
47
50
55
60
0+00 1+00 1+16
48
50
55
60
48
50
55
60
0+00 0+87
MADISON & CHESTNUT NE CURB RETURN
MADISON & CHESTNUT SE CURB RETURN
MADISON & CHESTNUT NW CURB RETURN
MADISON & CHESTNUT SW CURB RETURN
MADISON & CHESTNUT TRAFFIC CIRCLE INNER CURB TC
MADISON & CHESTNUT TRUCK APRON TC
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MTEXT WITH WIPEOUT FOR TITLE GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HERE MTEXT WITH WIPEOUT FOR TITLE GOES HERE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
TRAFFIC CIRCLE INNER CURB DATA TABLECURB RETURN DATA TABLE
TRUCK APRON DATA TABLE
REFUGE ISLAND DATA TABLE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MADISON AVENUE
CH
E
S
T
N
U
T
A
V
E
N
U
E
N
ELARGEMENT DETAIL - SE CORNER
ELARGEMENT DETAIL - SW CORNER
ELARGEMENT DETAIL - NW CORNER
ELARGEMENT DETAIL - NE CORNER
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
1SL #2
2SL #1 2 SL #3
R/WR/W
R/WR/W
OA
K
A
V
E
JEFFERSON ST
SEE DETAIL B
3
8
17
18
SERVICE POINT
NO. P24468
4'
3'
4 2 TOTAL
6 (TYP.)
5 6 TOTAL7
3'
8'
10
6
STREET LIGHT SCHEDULE
TYPE OF WORK: NEW (N), UPGRADE (U), RELOCATE (R)
SL# STREET NAME
LOCATION
REFERENCE CORNER TYPE OF WORK POLE TYPE REMARKS
1 JEFFERSON ST OAK AVE NW CORNER MIN 9,600 LUMENS EXISTING POWER POLE (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.PROTECT IN PLACE ALL OTHER EQUIPMENT. WORK TO BEDONE BY SDG&E PER SEPARATE PERMIT.
2 JEFFERSON ST OAK AVE NE CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
3 JEFFERSON ST OAK AVE SE CORNER MIN 9,600 LUMENS EXISTING POWER POLE (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.PROTECT IN PLACE ALL OTHER EQUIPMENT. WORK TO BE
DONE BY SDG&E PER SEPARATE PERMIT.
N
0'20'40'
SCALE 1" = 20'
DETAIL B
SCALE: 1" = 5'
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK
TO BE DONE ACCORDING TO THESE PLANS THE
SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY
OF CARLSBAD.
STANDARD SPECIFICATIONS:
DESCRIPTION
STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION(GREENBOOK), 2018 EDITION
CALIFORNIA MANUAL OFUNIFORM TRAFFIC CONTROLDEVICES REVISION 6, 2014 EDITION
CALIFORNIA DEPARTMENT OFTRANSPORTATION U.S.CUSTOMARY STANDARD SPECS.2018 EDITION
STANDARD DRAWINGS:
DESCRIPTION
CALIFORNIA DEPARTMENT OF
TRANSPORTATION U.S.
CUSTOMARY STANDARD PLANS,
2018 EDITION
GENERAL NOTES:
1. STREET LIGHTING SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS SECTION 86 AND
STANDARD PLANS, AND THE CITY OF CARLSBAD STANDARD SPECIAL PROVISIONS FOR CONSTRUCTION.
2. STREET LIGHTS SHALL NORMALLY BE LOCATED ON THE OUTSIDE OF CURVES. MAST ARM LENGTH SHALL BE 8'.
3. STREET LIGHT FOUNDATIONS SHALL BE ANCHOR BASE TYPE IN ACCORDANCE WITH SDRSD E-1 AND E-2.
4. CONCRETE FOR STREET LIGHT FOUNDATIONS SHALL BE 560-C-3250 PER SECTION 201-1, SSPWC.
5. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE
DETERMINED BY FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND AS DIRECTED BY THE ENGINEER.
POLE SHALL BE PLACED SUCH THAT AN ADA COMPLIANT 4' MINIMUM PATH IS PROVIDED. PULL BOXES SHALL
NOT BE PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY THE ENGINEER.
6. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO INSTALLING EQUIPMENT.
7. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT LOCATION PRIOR TO INSTALLATION.
8. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT OCCUR DURING
INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY REPAIRS SHALL BE AT THE CONTRACTOR'S
EXPENSE.
9. PULL BOXES SHALL BE NO. 3 1/2 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL BOXES SHALL BE
INSTALLED PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO. GS-21.
10. ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE.
11. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL ELECTRICAL WORK.
12. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE ENGINEER AS REQUIRED
TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.
LIGHTING AND ELECTRICAL NOTES
1 FURNISH AND INSTALL NEW AMERON 2B2-24 STREET LIGHT POLE WITH LUMINAIRE ANDLUMINAIRE MAST ARM PER CITY OF CARLSBAD ENGINEERING STANDARDS. LUMINAIRE SHALL BEGE EVOLVE LED ROADWAY LIGHTING - MODEL ERL1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD,
LIGHT SHIELD MODEL ELSHS-ERL1-GRAY, OR APPROVED EQUAL. SEE STREET LIGHT SCHEDULE
FOR DETAILS.
2 REMOVE EXISTING LUMINAIRE AND UPGRADE WITH NEW GE EVOLVE LED ROADWAY LIGHTING -MODEL ERL-1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, LIGHT SHIELD MODEL ELSHS-ERL1-GRAY,OR APPROVED EQUAL.
3 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUITS. ONE CONDUIT SHALL HAVE 2#10(STREET LIGHTING) AND 1#8 (GROUND). SECOND CONDUIT SHALL HAVE 2#6 (CIRCLE LIGHTING)
AND 1#6 (GROUND).
4 FURNISH AND INSTALL FX LUMINAIRE QZ LED UP LIGHT - MODEL QZ-ZD-1LED-WI, OR APPROVEDEQUAL. SEE DETAIL ON THIS SHEET FOR FOUNDATION.
5 FURNISH AND INSTALL TARGETTI KEPLERO MINI HIGH EFFICACY LED FIXTURE, MODEL
KPLM-41-HE-MF-L2-27-ROUND TRIM RING/FLUSH MOUNT SLEEVE OR APPROVED EQUAL IN WELLDRAINED AREA NOT SUBJECT TO STANDING WATER. INSTALLATION PER MANUFACTURERSPECIFICATIONS. CONTRACTOR SHALL INCLUDE ALL PARTS AND ACCESSORIES REQUIRED BY
THE MANUFACTURER. SEE DETAIL ON THIS SHEET FOR ENCASEMENT.
6 FURNISH AND INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8
(GROUND).
7 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8
(GROUND).
8 FURNISH AND INSTALL FX LUMINAIRE TRANSFORMER OR APPROVED EQUAL ON POLE.TRANSFORMER SHALL BE PLACED IN OUTDOOR RATED NEMA LOCK BOX. TRANSFORMER SHALLFACE AWAY FROM CENTER OF TRAFFIC CIRCLE 10 FT ABOVE GRADE.
10 SUNSET BOULDERS PER LANDSCAPE PLANS.
17 FURNISH AND INSTALL 120/240V TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CALTRANS RSPES-2E AND SDG&E REQUIREMENTS. INCLUDE PLUG-IN TYPE BREAKER. ADDRESS: 799 OAKAVENUE.100A CB (MAIN)
30A CB (LIGHTING-UNMETERED)
20A CB (CIRCLE LIGHTING-METERED)
20A CB (IRRIGATION-METERED)
18 FURNISH AND INSTALL 3"C WITH PULL ROPE FROM SERVICE METER TO WITHIN 7.5' OF SERVICEPOINT. CONTRACTOR TO COORDINATE WITH SDG&E FOR JOINT MEETING IN FIELD PRIOR TO
INSTALLATION.
SPECIAL NOTE:
CONTRACTOR MUST NOTIFY THE BELOW LISTED AGENCYAT LEAST TWO (2) WORKING DAYS PRIOR TO THECOMMENCEMENT OF EXCAVATION:
UNDERGROUND SERVICE ALERT (USA)1-800-422-4133
CONCRETE FOUNDATION DETAIL
N.T.S
FIXTURE PER PLAN:FX LUMINAIRE QZ LED UP LIGHT
OR APPROVED EQUAL
FOUNDATION
CONCRETE SHALL BE
CLASS 560-C-3250
13
"
2"
FG
POST MOUNT GROUNDSTAKE PER MANUFACTURER
REQUIREMENTS
LEAVE 18" MIN.WIRE LOOP COILEDBELOW FIXTURE
1 1/2" SCHEDULE 40 PVC PIPE
6"
FG
FOUNDATION
CONCRETE SHALL BE
CLASS 560-C-3250
4"4"
PVC INSTALLATION PIPE
PEA GRAVEL
10
.
5
"
8"
11
.
5
"
FIXTURE PER PLAN:
TARGETTI KEPLERO MINI HIGHEFFICACY LED FIXTUREOR APPROVED EQUAL
CONCRETE ENCASEMENT DETAIL
N.T.S
C 81522R
EGISTERED P R O F ESSIONAL
E
N
G
I
N
EER
STATEOF CA L I F O RNIACIVIL
TOM O T AKAHAS
H
I
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
1 SL #22SL #1
1SL #3
R/WR/W
R/W R/W
MADISON ST
PI
N
E
A
V
E
3
20
SEE DETAIL C
8
SERVICE POINTNO. P27102
18
17
5'
7'
3'
0.
5
'
42 TOTAL
6 (TYP.)
56 TOTAL
7
3'
8'
10
6
STREET LIGHT SCHEDULE
TYPE OF WORK: NEW (N), UPGRADE (U), RELOCATE (R)
SL# STREET NAME
LOCATION
REFERENCE CORNER TYPE OF WORK POLE TYPE REMARKS
1 MADISON ST PINE AVE NE CORNER MIN 9,600 LUMENS EXISTING POWER POLE (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.PROTECT IN PLACE ALL OTHER EQUIPMENT. WORK TO BEDONE BY SDG&E PER SEPARATE PERMIT.
2 MADISON ST PINE AVE SE CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
3 MADISON ST PINE AVE SW CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
N
0'20'40'
SCALE 1" = 20'
GENERAL NOTES:
1. STREET LIGHTING SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS
SECTION 86 AND STANDARD PLANS, AND THE CITY OF CARLSBAD STANDARD SPECIAL
PROVISIONS FOR CONSTRUCTION.
2. STREET LIGHTS SHALL NORMALLY BE LOCATED ON THE OUTSIDE OF CURVES. MAST
ARM LENGTH SHALL BE 8'.
3. STREET LIGHT FOUNDATIONS SHALL BE ANCHOR BASE TYPE IN ACCORDANCE WITH
SDRSD E-1 AND E-2.
4. CONCRETE FOR STREET LIGHT FOUNDATIONS SHALL BE 560-C-3250 PER SECTION 201-1,
SSPWC.
5. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL
LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF
CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. POLE SHALL BE PLACED SUCH
THAT AN ADA COMPLIANT 4' MINIMUM PATH IS PROVIDED. PULL BOXES SHALL NOT BE
PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY
THE ENGINEER.
6. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB
SITE PRIOR TO INSTALLING EQUIPMENT.
7. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT LOCATION PRIOR TO INSTALLATION.
8. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT
OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY
REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.
9. PULL BOXES SHALL BE NO. 3 1/2 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL
BOXES SHALL BE INSTALLED PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO.
GS-21.
10. ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE.
11. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL
ELECTRICAL WORK.
12. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE
ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.
DETAIL C
SCALE: 1" = 5'
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORKTO BE DONE ACCORDING TO THESE PLANS THESPECIFICATIONS AND STANDARD DRAWINGS OF THE CITYOF CARLSBAD.
STANDARD SPECIFICATIONS:
DESCRIPTION
STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
(GREENBOOK), 2018 EDITION
CALIFORNIA MANUAL OF
UNIFORM TRAFFIC CONTROL
DEVICES REVISION 6,
2014 EDITION
CALIFORNIA DEPARTMENT OF
TRANSPORTATION U.S.
CUSTOMARY STANDARD SPECS.
2018 EDITION
STANDARD DRAWINGS:
DESCRIPTION
CALIFORNIA DEPARTMENT OF
TRANSPORTATION U.S.
CUSTOMARY STANDARD PLANS,
2018 EDITION
LIGHTING AND ELECTRICAL NOTES
1 FURNISH AND INSTALL NEW AMERON 2B2-24 STREET LIGHT POLE WITH LUMINAIRE AND LUMINAIRE MAST ARM PER CITY OF CARLSBAD ENGINEERING
STANDARDS. LUMINAIRE SHALL BE GE EVOLVE LED ROADWAY LIGHTING - MODEL ERL1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, LIGHT SHIELD MODELELSHS-ERL1-GRAY, OR APPROVED EQUAL. SEE STREET LIGHT SCHEDULE FOR DETAILS.
2 REMOVE EXISTING LUMINAIRE AND UPGRADE WITH NEW GE EVOLVE LED ROADWAY LIGHTING - MODEL ERL-1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD,
LIGHT SHIELD MODEL ELSHS-ERL1-GRAY, OR APPROVED EQUAL.
3 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUITS. ONE CONDUIT SHALL HAVE 2#10 (STREET LIGHTING) AND 1#8 (GROUND). SECOND CONDUIT
SHALL HAVE 2#6 (CIRCLE LIGHTING) AND 1#6 (GROUND).
4 FURNISH AND INSTALL FX LUMINAIRE QZ LED UP LIGHT - MODEL QZ-ZD-1LED-WI, OR APPROVED EQUAL. SEE DETAIL ON SHEET 40 FOR FOUNDATION.
5 FURNISH AND INSTALL TARGETTI KEPLERO MINI HIGH EFFICACY LED FIXTURE, MODEL KPLM-41-HE-MF-L2-27-ROUND TRIM RING/FLUSH MOUNT SLEEVEOR APPROVED EQUAL IN WELL DRAINED AREA NOT SUBJECT TO STANDING WATER. INSTALLATION PER MANUFACTURER SPECIFICATIONS.CONTRACTOR SHALL INCLUDE ALL PARTS AND ACCESSORIES REQUIRED BY THE MANUFACTURER. SEE DETAIL ON SHEET 40 FOR ENCASEMENT.
6 FURNISH AND INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8 (GROUND).
7 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8 (GROUND).
8 FURNISH AND INSTALL FX LUMINAIRE TRANSFORMER OR APPROVED EQUAL ON POLE. TRANSFORMER SHALL BE PLACED IN OUTDOOR RATED NEMA
LOCK BOX. TRANSFORMER SHALL FACE AWAY FROM CENTER OF TRAFFIC CIRCLE 10 FT ABOVE GRADE.
10 SUNSET BOULDERS PER LANDSCAPE PLANS.
17 FURNISH AND INSTALL 120/240V TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CALTRANS RSP ES-2E AND SDG&E REQUIREMENTS. INCLUDE
PLUG-IN TYPE BREAKER. ADDRESS: 699 PINE AVENUE.
100A CB (MAIN)
30A CB (LIGHTING-UNMETERED)20A CB (CIRCLE LIGHTING-METERED)20A CB (IRRIGATION-METERED)
18 FURNISH AND INSTALL 3"C WITH PULL ROPE FROM SERVICE METER TO WITHIN 7.5' OF SERVICE POINT. CONTRACTOR TO COORDINATE WITH SDG&E
FOR JOINT MEETING IN FIELD PRIOR TO INSTALLATION.
20 FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (LIGHTING) AND 1#8 (GROUND).
SPECIAL NOTE:
CONTRACTOR MUST NOTIFY THE BELOW LISTED AGENCYAT LEAST TWO (2) WORKING DAYS PRIOR TO THECOMMENCEMENT OF EXCAVATION:
UNDERGROUND SERVICE ALERT (USA)1-800-422-4133
C 81522R
EGISTERED P R O F ESSIONAL
E
N
G
I
N
EER
STATEOF CA L I F O RNIACIVIL
TOM O T AKAHAS
H
I
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
2SL #1
1 SL #3
1 SL #2
R/W R/W
R/WR/W
HARDING ST
PI
N
E
A
V
E
20
3
SEE DETAIL D
8
SERVICE POINT
NO. P22132
18
17
10
'
8'
6'
6'
44 TOTAL
6 (TYP.)
5 6 TOTAL
7
10
'
9
19
NO. 5 PULL BOX
5'
STREET LIGHT SCHEDULE
TYPE OF WORK: NEW (N), UPGRADE (U), RELOCATE (R)
SL# STREET NAME
LOCATION
REFERENCE CORNER TYPE OF WORK POLE TYPE REMARKS
1 HARDING ST PINE AVE NW CORNER MIN 9,600 LUMENS EXISTING SL POLE (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.
PROTECT IN PLACE ALL OTHER EQUIPMENT.
2 HARDING ST PINE AVE SE CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
3 HARDING ST PINE AVE SW CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
N
0'20'40'
SCALE 1" = 20'
GENERAL NOTES:
1. STREET LIGHTING SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS
SECTION 86 AND STANDARD PLANS, AND THE CITY OF CARLSBAD STANDARD SPECIAL
PROVISIONS FOR CONSTRUCTION.
2. STREET LIGHTS SHALL NORMALLY BE LOCATED ON THE OUTSIDE OF CURVES. MAST
ARM LENGTH SHALL BE 8'.
3. STREET LIGHT FOUNDATIONS SHALL BE ANCHOR BASE TYPE IN ACCORDANCE WITH
SDRSD E-1 AND E-2.
4. CONCRETE FOR STREET LIGHT FOUNDATIONS SHALL BE 560-C-3250 PER SECTION 201-1,
SSPWC.
5. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL
LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF
CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. POLE SHALL BE PLACED SUCH
THAT AN ADA COMPLIANT 4' MINIMUM PATH IS PROVIDED. PULL BOXES SHALL NOT BE
PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY
THE ENGINEER.
6. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB
SITE PRIOR TO INSTALLING EQUIPMENT.
7. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT LOCATION PRIOR TO INSTALLATION.
8. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT
OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY
REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.
9. PULL BOXES SHALL BE NO. 3 1/2 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL
BOXES SHALL BE INSTALLED PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO.
GS-21.
10. ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE.
11. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL
ELECTRICAL WORK.
12. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE
ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.
DETAIL D
SCALE: 1" = 5'
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORKTO BE DONE ACCORDING TO THESE PLANS THESPECIFICATIONS AND STANDARD DRAWINGS OF THE CITYOF CARLSBAD.
STANDARD SPECIFICATIONS:
DESCRIPTION
STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
(GREENBOOK), 2018 EDITION
CALIFORNIA MANUAL OF
UNIFORM TRAFFIC CONTROL
DEVICES REVISION 6,
2014 EDITION
CALIFORNIA DEPARTMENT OF
TRANSPORTATION U.S.
CUSTOMARY STANDARD SPECS.
2018 EDITION
STANDARD DRAWINGS:
DESCRIPTION
CALIFORNIA DEPARTMENT OFTRANSPORTATION U.S.CUSTOMARY STANDARD PLANS,2018 EDITION
LIGHTING AND ELECTRICAL NOTES
1 FURNISH AND INSTALL NEW AMERON 2B2-24 STREET LIGHT POLE WITH LUMINAIRE AND LUMINAIRE MAST
ARM PER CITY OF CARLSBAD ENGINEERING STANDARDS. LUMINAIRE SHALL BE GE EVOLVE LED ROADWAY
LIGHTING - MODEL ERL1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, LIGHT SHIELD MODEL ELSHS-ERL1-GRAY,
OR APPROVED EQUAL. SEE STREET LIGHT SCHEDULE FOR DETAILS.
2 REMOVE EXISTING LUMINAIRE AND UPGRADE WITH NEW GE EVOLVE LED ROADWAY LIGHTING - MODEL
ERL-1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, LIGHT SHIELD MODEL ELSHS-ERL1-GRAY, OR APPROVED
EQUAL.
3 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUITS. ONE CONDUIT SHALL HAVE 2#10 (STREET
LIGHTING) AND 1#8 (GROUND). SECOND CONDUIT SHALL HAVE 2#6 (CIRCLE LIGHTING) AND 1#6 (GROUND).
4 FURNISH AND INSTALL FX LUMINAIRE QZ LED UP LIGHT - MODEL QZ-ZD-1LED-WI, OR APPROVED EQUAL.
SEE DETAIL ON SHEET 40 FOR FOUNDATION.
5 FURNISH AND INSTALL TARGETTI KEPLERO MINI HIGH EFFICACY LED FIXTURE, MODELKPLM-41-HE-MF-L2-27-ROUND TRIM RING/FLUSH MOUNT SLEEVE OR APPROVED EQUAL IN WELL DRAINEDAREA NOT SUBJECT TO STANDING WATER. INSTALLATION PER MANUFACTURER SPECIFICATIONS.
CONTRACTOR SHALL INCLUDE ALL PARTS AND ACCESSORIES REQUIRED BY THE MANUFACTURER. SEE
DETAIL ON SHEET 40 FOR ENCASEMENT.
6 FURNISH AND INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8(GROUND).
SPECIAL NOTE:
CONTRACTOR MUST NOTIFY THE BELOW LISTED AGENCYAT LEAST TWO (2) WORKING DAYS PRIOR TO THECOMMENCEMENT OF EXCAVATION:
UNDERGROUND SERVICE ALERT (USA)1-800-422-4133
7 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8
(GROUND).
8 FURNISH AND INSTALL FX LUMINAIRE TRANSFORMER OR APPROVED EQUAL ON POLE. TRANSFORMERSHALL BE PLACED IN OUTDOOR RATED NEMA LOCK BOX. TRANSFORMER SHALL FACE AWAY FROMCENTER OF TRAFFIC CIRCLE 10 FT ABOVE GRADE.
9 ACCENT WALL PER LANDSCAPE PLANS.
17 FURNISH AND INSTALL 120/240V TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CALTRANS RSP
ES-2E AND SDG&E REQUIREMENTS. INCLUDE PLUG-IN TYPE BREAKER. ADDRESS: 899 PINE AVENUE.
100A CB (MAIN)
30A CB (LIGHTING-UNMETERED)
20A CB (CIRCLE LIGHTING-METERED)20A CB (IRRIGATION-METERED)
18 FURNISH AND INSTALL 3"C WITH PULL ROPE FROM SERVICE METER TO WITHIN 7.5' OF SERVICE POINT.
CONTRACTOR TO COORDINATE WITH SDG&E FOR JOINT MEETING IN FIELD PRIOR TO INSTALLATION.
19 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT WITH PULL TAPE. SEE DETAIL FOR FOUNDATION.
20 FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (LIGHTING) AND 1#8 (GROUND).
CONDUIT IN CONCRETE FOUNDATION DETAIL
N.T.S
CONDUIT OPENING FOR
FUTURE ATTACHMENT
FOUNDATION PERIMPROVEMENT PLAN GROUNDING RODPER SAN DIEGOREGIONAL STANDARD
DRAWING E-02
C 81522R
EGISTERED P R O F ESSIONAL
E
N
G
I
N
EER
STATEOF CA L I F O RNIACIVIL
TOM O T AKAHAS
H
I
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
2SL #1
1 SL #3
2 SL #2
13 EX. RRFB
13 EX. RRFB R/WR/W
R/WR/W
ROOSEVELT ST
CH
E
S
T
N
U
T
A
V
E
21
SEE DETAIL E
8
18
17 SERVICE POINTNO. SH471611
21
21
1SL #4
9'
6'10
'
10
'
4 2 TOTAL
6 (TYP.)
5 6 TOTAL
7
3'
8'
6 10
STREET LIGHT SCHEDULE
TYPE OF WORK: NEW (N), UPGRADE (U), RELOCATE (R)
SL# STREET NAME
LOCATION
REFERENCE CORNER TYPE OF WORK POLE TYPE REMARKS
1 ROOSEVELT ST CHESTNUT AVE NE CORNER MIN 9,600 LUMENS EXISTING SL POLE (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.
PROTECT IN PLACE ALL OTHER EQUIPMENT.
2 ROOSEVELT ST CHESTNUT AVE SW CORNER MIN 9,600 LUMENS EXISTING SL POLE (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.PROTECT IN PLACE ALL OTHER EQUIPMENT.
3 ROOSEVELT ST CHESTNUT AVE SW CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
4 ROOSEVELT ST CHESTNUT AVE NE CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
N
0'20'40'
SCALE 1" = 20'
GENERAL NOTES:
1. STREET LIGHTING SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS
SECTION 86 AND STANDARD PLANS, AND THE CITY OF CARLSBAD STANDARD SPECIAL
PROVISIONS FOR CONSTRUCTION.
2. STREET LIGHTS SHALL NORMALLY BE LOCATED ON THE OUTSIDE OF CURVES. MAST
ARM LENGTH SHALL BE 8'.
3. STREET LIGHT FOUNDATIONS SHALL BE ANCHOR BASE TYPE IN ACCORDANCE WITH
SDRSD E-1 AND E-2.
4. CONCRETE FOR STREET LIGHT FOUNDATIONS SHALL BE 560-C-3250 PER SECTION 201-1,
SSPWC.
5. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL
LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF
CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. POLE SHALL BE PLACED SUCH
THAT AN ADA COMPLIANT 4' MINIMUM PATH IS PROVIDED. PULL BOXES SHALL NOT BE
PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY
THE ENGINEER.
6. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB
SITE PRIOR TO INSTALLING EQUIPMENT.
7. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT LOCATION PRIOR TO INSTALLATION.
8. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT
OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY
REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.
9. PULL BOXES SHALL BE NO. 3 1/2 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL
BOXES SHALL BE INSTALLED PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO.
GS-21.
10. ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE.
11. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL
ELECTRICAL WORK.
12. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE
ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.
DETAIL E
SCALE: 1" = 5'
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORKTO BE DONE ACCORDING TO THESE PLANS THESPECIFICATIONS AND STANDARD DRAWINGS OF THE CITYOF CARLSBAD.
STANDARD SPECIFICATIONS:
DESCRIPTION
STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
(GREENBOOK), 2018 EDITION
CALIFORNIA MANUAL OF
UNIFORM TRAFFIC CONTROL
DEVICES REVISION 6,
2014 EDITION
CALIFORNIA DEPARTMENT OF
TRANSPORTATION U.S.
CUSTOMARY STANDARD SPECS.
2018 EDITION
STANDARD DRAWINGS:
DESCRIPTION
CALIFORNIA DEPARTMENT OFTRANSPORTATION U.S.CUSTOMARY STANDARD PLANS,2018 EDITION
LIGHTING AND ELECTRICAL NOTES
1 FURNISH AND INSTALL NEW AMERON 2B2-24 STREET LIGHT POLE WITH LUMINAIRE AND
LUMINAIRE MAST ARM PER CITY OF CARLSBAD ENGINEERING STANDARDS. LUMINAIRE SHALLBE GE EVOLVE LED ROADWAY LIGHTING - MODEL ERL1-0-10-C5-A-GRAY-LY WITH LIGHTSHIELD, LIGHT SHIELD MODEL ELSHS-ERL1-GRAY, OR APPROVED EQUAL. SEE STREET LIGHTSCHEDULE FOR DETAILS.
2 REMOVE EXISTING LUMINAIRE AND UPGRADE WITH NEW GE EVOLVE LED ROADWAY
LIGHTING - MODEL ERL-1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, LIGHT SHIELD MODELELSHS-ERL1-GRAY, OR APPROVED EQUAL.
3 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUITS. ONE CONDUIT SHALL HAVE 2#10
(STREET LIGHTING) AND 1#8 (GROUND). SECOND CONDUIT SHALL HAVE 2#6 (CIRCLELIGHTING) AND 1#6 (GROUND).
4 FURNISH AND INSTALL FX LUMINAIRE QZ LED UP LIGHT - MODEL QZ-ZD-1LED-WI, OR
APPROVED EQUAL. SEE DETAIL ON SHEET 40 FOR FOUNDATION.
5 FURNISH AND INSTALL TARGETTI KEPLERO MINI HIGH EFFICACY LED FIXTURE, MODEL
KPLM-41-HE-MF-L2-27-ROUND TRIM RING/FLUSH MOUNT SLEEVE OR APPROVED EQUAL IN
WELL DRAINED AREA NOT SUBJECT TO STANDING WATER. INSTALLATION PER
MANUFACTURER SPECIFICATIONS. CONTRACTOR SHALL INCLUDE ALL PARTS AND
ACCESSORIES REQUIRED BY THE MANUFACTURER. SEE DETAIL ON SHEET 40 FORENCASEMENT.
6 FURNISH AND INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND
1#8 (GROUND).
SPECIAL NOTE:
CONTRACTOR MUST NOTIFY THE BELOW LISTED AGENCYAT LEAST TWO (2) WORKING DAYS PRIOR TO THECOMMENCEMENT OF EXCAVATION:
UNDERGROUND SERVICE ALERT (USA)1-800-422-4133
7 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8 (GROUND).
8 FURNISH AND INSTALL FX LUMINAIRE TRANSFORMER OR APPROVED EQUAL ON POLE. TRANSFORMER
SHALL BE PLACED IN OUTDOOR RATED NEMA LOCK BOX. TRANSFORMER SHALL FACE AWAY FROM
CENTER OF TRAFFIC CIRCLE 10 FT ABOVE GRADE.
10 SUNSET BOULDERS PER LANDSCAPE PLANS.
13 REMOVE AND SALVAGE EXISTING RECTANGULAR RAPID FLASH BEACON (RRFB) EQUIPMENT AND SIGNS.
RELOCATE EQUIPMENT TO HARDING ST AND PALM AVE.
17 FURNISH AND INSTALL 120/240V TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CALTRANS RSP ES-2E
AND SDG&E REQUIREMENTS. INCLUDE PLUG-IN TYPE BREAKER. ADDRESS: 599 CHESTNUT AVENUE.
100A CB (MAIN)30A CB (LIGHTING-UNMETERED)20A CB (CIRCLE LIGHTING-METERED)20A CB (IRRIGATION-METERED)
18 FURNISH AND INSTALL 3"C WITH PULL ROPE FROM SERVICE METER TO WITHIN 7.5' OF SERVICE POINT.
CONTRACTOR TO COORDINATE WITH SDG&E FOR JOINT MEETING IN FIELD PRIOR TO INSTALLATION.
20 FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (LIGHTING) AND 1#8 (GROUND).
21 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUITS. ONE CONDUIT SHALL HAVE 2#10 (STREETLIGHTING) AND 1#8 (GROUND). SECOND CONDUIT SHALL HAVE 2#4 (CIRCLE LIGHTING) AND 1#6 (GROUND).
C 81522R
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DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
2SL #1
1SL #2
13 EX. RRFB
1 SL #3
13 EX. RRFB
R/WR/W
R/WR/W
MADISON ST
CH
E
S
T
N
U
T
A
V
E
20
3
SEE DETAIL F
8
18
SERVICE POINT
NO. P51659517
20
20
1 SL #4
10'
10
'
6'
10
'
4'
13'
42 TOTAL
6 (TYP.)
5 6 TOTAL
7
3'
8'
10
6
14
MADISON ST
WA
L
N
U
T
A
V
E
14
15
15
STREET LIGHT SCHEDULE
TYPE OF WORK: NEW (N), UPGRADE (U), RELOCATE (R)
SL# STREET NAME
LOCATION
REFERENCE CORNER TYPE OF WORK POLE TYPE REMARKS
1 MADISON ST CHESTNUT AVE NE CORNER MIN 9,600 LUMENS EXISTING POWER POLE
(U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE.
PROTECT IN PLACE ALL OTHER EQUIPMENT. WORK TO BEDONE BY SDG&E PER SEPARATE PERMIT.
2 MADISON ST CHESTNUT AVE NE CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
3 MADISON ST CHESTNUT AVE SW CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
4 MADISON ST CHESTNUT AVE SW CORNER MIN 9,600 LUMENS AMERON, 8' MAST ARM (N) NEW STREET LIGHT POLE.
N
0'20'40'
SCALE 1" = 20'
SPECIAL NOTE:
CONTRACTOR MUST NOTIFY THE BELOW LISTEDAGENCY AT LEAST TWO (2) WORKING DAYS PRIORTO THE COMMENCEMENT OF EXCAVATION:
UNDERGROUND SERVICE ALERT (USA)1-800-422-4133
GENERAL NOTES:
1. STREET LIGHTING SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS
SECTION 86 AND STANDARD PLANS, AND THE CITY OF CARLSBAD STANDARD SPECIAL
PROVISIONS FOR CONSTRUCTION.
2. STREET LIGHTS SHALL NORMALLY BE LOCATED ON THE OUTSIDE OF CURVES. MAST
ARM LENGTH SHALL BE 8'.
3. STREET LIGHT FOUNDATIONS SHALL BE ANCHOR BASE TYPE IN ACCORDANCE WITH
SDRSD E-1 AND E-2.
4. CONCRETE FOR STREET LIGHT FOUNDATIONS SHALL BE 560-C-3250 PER SECTION 201-1,
SSPWC.
5. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL
LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF
CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. POLE SHALL BE PLACED SUCH
THAT AN ADA COMPLIANT 4' MINIMUM PATH IS PROVIDED. PULL BOXES SHALL NOT BE
PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY
THE ENGINEER.
6. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB
SITE PRIOR TO INSTALLING EQUIPMENT.
7. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT AND RRFB LOCATION PRIOR TO
INSTALLATION.
8. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT
OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY
REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.
9. PULL BOXES SHALL BE NO. 3 1/2 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL
BOXES SHALL BE INSTALLED PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NO.
GS-21.
10. ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE.
11. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL
ELECTRICAL WORK.
12. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE
ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.
DETAIL F
SCALE: 1" = 5'
WORK TO BE DONE:
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORKTO BE DONE ACCORDING TO THESE PLANS THESPECIFICATIONS AND STANDARD DRAWINGS OF THE CITYOF CARLSBAD.
STANDARD SPECIFICATIONS:
DESCRIPTION
STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION(GREENBOOK), 2018 EDITION
CALIFORNIA MANUAL OFUNIFORM TRAFFIC CONTROLDEVICES REVISION 6, 2014 EDITION
CALIFORNIA DEPARTMENT OFTRANSPORTATION U.S.CUSTOMARY STANDARD SPECS.2018 EDITION
STANDARD DRAWINGS:
DESCRIPTION
CALIFORNIA DEPARTMENT OFTRANSPORTATION U.S.CUSTOMARY STANDARD PLANS,2018 EDITION
1 FURNISH AND INSTALL NEW AMERON 2B2-24 STREET LIGHT POLE WITH LUMINAIRE AND LUMINAIRE
MAST ARM PER CITY OF CARLSBAD ENGINEERING STANDARDS. LUMINAIRE SHALL BE GE EVOLVE LEDROADWAY LIGHTING - MODEL ERL1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, MODEL ERL1-GRAY, ORAPPROVED EQUAL. SEE STREET LIGHT SCHEDULE FOR DETAILS.
2 REMOVE EXISTING LUMINAIRE AND UPGRADE WITH NEW GE EVOLVE LED ROADWAY LIGHTING - MODELERL-1-0-10-C5-A-GRAY-LY WITH LIGHT SHIELD, LIGHT SHIELD MODEL ELSHS-ERL1-GRAY, OR APPROVEDEQUAL.
3 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUITS. ONE CONDUIT SHALL HAVE 2#10 (STREETLIGHTING) AND 1#8 (GROUND). SECOND CONDUIT SHALL HAVE 2#6 (CIRCLE LIGHTING) AND 1#6(GROUND).
4 FURNISH AND INSTALL FX LUMINAIRE QZ LED UP LIGHT - MODEL QZ-ZD-1LED-WI, OR APPROVED EQUAL.
SEE DETAIL ON SHEET 40 FOR FOUNDATION.
5 FURNISH AND INSTALL TARGETTI KEPLERO MINI HIGH EFFICACY LED FIXTURE, MODEL
KPLM-41-HE-MF-L2-27-ROUND TRIM RING/FLUSH MOUNT SLEEVE OR APPROVED EQUAL IN WELL
DRAINED AREA NOT SUBJECT TO STANDING WATER. INSTALLATION PER MANUFACTURER
SPECIFICATIONS. CONTRACTOR SHALL INCLUDE ALL PARTS AND ACCESSORIES REQUIRED BY THE
MANUFACTURER. SEE DETAIL ON SHEET 40 FOR ENCASEMENT.
6 FURNISH AND INSTALL 1 1/2" SCHEDULE 40 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8
(GROUND).
7 FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (CIRCLE LIGHTING) AND 1#8
(GROUND).
8 FURNISH AND INSTALL FX LUMINAIRE TRANSFORMER OR APPROVED EQUAL ON POLE. TRANSFORMER
SHALL BE PLACED IN OUTDOOR RATED NEMA LOCK BOX. TRANSFORMER SHALL FACE AWAY FROM
CENTER OF TRAFFIC CIRCLE 10 FT ABOVE GRADE.
LIGHTING AND ELECTRICAL NOTES
10 SUNSET BOULDERS PER LANDSCAPE PLANS.
13 REMOVE AND SALVAGE EXISTING RECTANGULAR RAPID FLASH BEACON (RRFB)
EQUIPMENT, POLE, AND SIGNS. RELOCATE EQUIPMENT TO WALNUT ST & MADISON AVE.
14 INSTALL SALVAGED RECTANGULAR RAPID FLASHING BEACON (RRFB) EQUIPMENT, POLE,
AND SIGNS AT TOP OF RAMP RELOCATED FROM CHESTNUT AVE AND MADISON ST. PUSH
BUTTON SHALL BE FACING TOP OF CURB RAMP. FOUNDATION PER CALTRANS
STANDARD PLAN ES-7B WITH TAPCO ANCHOR BOLTS. ACTIVATETRANSMITTER/WIRELESS RADIO.
15 REMOVE AND SALVAGE EXISTING W11-2 AND W16-7P SIGNS.
17 FURNISH AND INSTALL 120/240V TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PERCALTRANS RSP ES-2E AND SDG&E REQUIREMENTS. INCLUDE PLUG-IN TYPE BREAKER.
ADDRESS: 699 CHESTNUT AVENUE.
100A CB (MAIN)
30A CB (LIGHTING-UNMETERED)
20A CB (CIRCLE LIGHTING-METERED)
20A CB (IRRIGATION-METERED)
18 FURNISH AND INSTALL 3"C WITH PULL ROPE FROM SERVICE METER TO WITHIN 7.5' OF
SERVICE POINT. CONTRACTOR TO COORDINATE WITH SDG&E FOR JOINT MEETING IN
FIELD PRIOR TO INSTALLATION.
20 FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT WITH 2#10 (LIGHTING) AND 1#8(GROUND).
C 81522R
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DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
STOP YIELD
N0PARKINGANYTIME
BEGIN END
SPEEDLIMIT25
BIKE LANE8PARKING
NO
AM NOONTO
STREET SWEEPINGTUESDAY
BOTHSIDES HR
7PARKING3
6
AM
PM
TO
SUNDAYS AND CERTAINHOLIDAYS EXCEPTED
ALL WAY
AHEAD
BIKELANE
P
TYPICAL DIAGONAL BUFFER HATCHING
GREEN BIKE LANE CONFLICT
MARKING DETAIL
C 81522R
EGISTERED P R O F ESSIONAL
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STATEOF CA L I F O RNIACIVIL
TOM O T AKAHAS
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DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
ROOSEVELT ST
OA
K
A
V
E
N
PLAN: OAK AVE AND ROOSEVELT ST
LEGEND SIGNING AND MARKING NOTES
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
JEFFERSON ST
OA
K
A
V
E
PLAN: OAK AVE AND JEFFERSON ST
N
LEGEND SIGNING AND MARKING NOTES
STRIPING DETAILS
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
PI
N
E
A
V
E
MADISON ST
PLAN: PINE AVE AND MADISON ST
N
SIGNING AND MARKING NOTES
STRIPING DETAILS
LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
HARDING ST
PI
N
E
A
V
E
PLAN: PINE AVE AND HARDING ST
N
STRIPING DETAILS
SIGNING AND MARKING NOTES
LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
ROOSEVELT ST
CH
E
S
T
N
U
T
A
V
E
PLAN: CHESTNUT AVE AND ROOSEVELT ST
N
STRIPING DETAILS
SIGNING AND MARKING NOTES
LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
MADISON ST
CH
E
S
T
N
U
T
A
V
E
PLAN: CHESTNUT AVE AND MADISON ST
N
STRIPING DETAILS
SIGNING AND MARKING NOTES
LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
12/28/2023
SYMBOL DESCRIPTION DETAIL
18" HIGH POURED IN PLACE CONCRETE ACCENT 1/LC-2.0
WALL. COLOR: NATURAL GRAY. FINISH: SMOOTH
TROWEL. WALL TO BE LOCATION FOR FUTURE
ARTIST TILES.
4`X`5` APACHE SUNSET BOULDERS. AVAILABLE 3/LC-2.0
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. (619) 591-2366.
4"-8" MORTARED COPPER CANYON FRACTURED 2/LC-2.0
STONE. AVAILABLE THROUGH SOUTHWEST
BOULDER AND STONE OR APPROVED EQUAL. (619)
591-2366. MORTAR COLOR TO MATCH COBBLE.
CONCRETE PER CIVIL PLANS. COLOR: NATURAL
GRAY. FINISH: BROOM, TO MATCH EXISTING.
CONCRETE PER CIVIL PLANS. COLOR: ENHANCED
TO MATCH EXISTING. FINISH: EXPOSED AGGREGATE
TO MATCH EXISTING. PROVIDE MOCK-UP OF
COLORS AND AGGREGATE IN THE FIELD ADJACENT
TO EXISTING SIDEWALK FOR APPROVAL PRIOR TO
FULL REPLACEMENT.
TRUCK APRON PER CIVIL PLANS. CONCRETE
COLOR TO BE DAVIS `SAN DIEGO BUFF` OR EQUAL
RAISED CONCRETE CURB PER CIVIL PLANS.
CONCRETE COLOR TO BE DAVIS `SAN DIEGO BUFF`
OR EQUAL.
CROSSWALK STRIPING PER CIVIL PLANS, TYP.
CURB RAMP PER CIVIL PLANS, TYP.
OMIT
EXISTING TREE, PROTECT IN PLACE. SEE
CONSTRUCTION NOTE 23.
STRIPING PER CIVIL PLANS, TYP.
UPLIGHTING PER ELECTRICAL PLANS, TYP.
SAWCUT EX. HARDSCAPE PER CIVIL PLANS, TYP.
SIGNAGE PER CIVIL PLANS, TYP.
6"X6" MOWCURB PER CIVIL PLANS, TYP.
1
2
3
4A
4B
5
6
7
8
9
10
11
12
13
14
15
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
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FO C FILA O NR
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RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-1.0
1. UNLESS SPECIFIED OTHERWISE, LANDSCAPE CONSTRUCTION AND LAYOUT WORK INCLUDES, BUT IS NOT LIMITED TO THE
LOCATION, PLACEMENT AND DETAILING OF THE PAVING TO OCCUR ADJACENT TO THE BUILDING, CONCRETE MASONRY WALLS,
CONCRETE MASONRY SEAT WALLS, LANDSCAPE WALLS, CONSTRUCTION OF CERTAIN SPECIFIED SITE FURNITURE.
2. SEE ENGINEER'S PLAN FOR PARKING AREA, SITE DRAINAGE AND GRADING, FINISH GRADING, SITE UTILITY LAYOUT AND
CONSTRUCTION.
3. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TO FACES OF AND PERPENDICULAR FACE
OF BOULDERS, WALLS AND CURBS UNLESS SHOWN OTHERWISE. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS
NOTED OTHERWISE.
4. ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESS OTHERWISE NOTED.
5. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS, PAVING, OR OTHER
HARD SURFACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON
WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER PER GEOTECHNICAL REPORT. PROVIDE 1/2" SMOOTH DOWELS AT 24" O.C. AT ALL
EXPANSION JOINTS AND #3 REBAR DOWELS AT 24" O.C. AT ALL CONSTRUCTION JOINTS. CONTRACTOR SHALL DRILL EXISTING
CONCRETE TO REMAIN AND EPOXY SET AS REQUIRED. ALL EXPANSION JOINTS TO BE SANDED. COORDINATE SAND COLOR WITH
PAVEMENT COLOR.
6. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING AND ALIGN WITH BUILDING EDGES.
7. CONSTRUCT EXPANSION, WEAKENED-PLANE (CONTRACTION) AND CONSTRUCTION JOINTS IN ACCORDANCE WITH SECTION 303- 5.4
OF (GREENBOOK) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION UNLESS OTHERWISE NOTED.
8. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR PEDESTRIAN PAVING AND 4,000 PSI AT 28 DAYS FOR
VEHICULAR PAVING UNLESS OTHERWISE INDICATED. FINISH SHALL BE AS NOTED ON PLANS.
9. CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ALL FINISH
SURFACES SHALL MAINTAIN A 1.5% SLOPE AWAY FROM BUILDINGS AND WALLS INTO DRAINAGE STRUCTURES AND SHALL HAVE A
MAX. CROSS SLOPE OF 1.5%. CONTRACTOR SHALL NOTIFY THE CITY OF ANY CONFLICTS MAINTAINING DRAINAGE.
10. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATE THE CURVED CONFIGURATION AS
SHOWN ON THE PLANS.
11. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION.
12. SEE ELECTRICAL PLANS FOR CONDUIT AND LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION.
13. GRAFFITI PROTECTION: ALL VERTICAL CONCRETE WALLS SHALL BE TREATED WITH A NON-SACRIFICIAL ANTI-GRAFFITI COATING.
ANTI-GRAFFITI COATING SHALL BE AS MANUFACTURED BY M ONOPOLE, INC. OR APPROVED EQUAL. MATERIALS SHALL BE APPLIED
AS SPECIFIED BELOW:
A. FIRST COAT: AQUASEAL ME12 (ITEM5200_
B. SECOND COAT: PERMASHIELD BASE (ITEM 6100)
C. THIRD COAT: PERMASHIELD PERMIUM (ITEM 5600 FOR MATTE FINISH).D. FOURTH COAT: PERMASHIELD PERMIUM (ITEM 5600 FOR MATTE FINISH)
13. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE CITY.
14. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
15. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TO PROVIDE ELECTRICAL CONNECTIONS
TO POWER IRRIGATION, LIGHTING, ETC.
16. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE CITY
OF ANY DISCREPANCIES IMMEDIATELY.
17. THE CONTRACTOR SHALL HAVE THE CITY VERIFY ALL CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE.
18. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
19. THE CONTRACTOR SHALL PROVIDE A 3'X3' MOCK UP OF ALL PAVING MATERIALS AND SEAT WALLS FOR APPROVAL BY THE
LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
20. ALIGN ALL UTILITY BOXES SET IN CONCRETE PARALLEL WITH ADJACENT SCORING.
21. ALL SIGNAGE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED ON THESE PLANS. CONTRACTOR IS RESPONSIBLE TO
COORDINATE WITH OWNERS REPRESENTATIVE FOR ANY SIGNS TO BE RELOCATED DUE TO CONSTRUCTION ACTIVITIES.
22. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN PLACE, UNLESS OTHERWISE NOTED ON CIVIL AND ELECTRICAL PLANS.
23. THE CONTRACTOR IS TO PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING,
BREAKING, OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION
MATERIALS, OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION
TO REMAIN. IF EXISTING TREE FAILS AND THE CITY OF CARLSBAD FINDS CONTRACTOR DID NOT TAKE NECESSARY PRECAUTIONS,
THE TREE SHALL BE REPLACED IN KIND AND SIZE.
24. CAD FILES WILL BE PROVIDED TO THE CONTRACTOR, UPON REQUEST, FOR DEVELOPMENT OF CERTIFIED HORIZONTAL CONTROL
PLAN.
SEE SHEET LC-1.0 FOR CONSTRUCTION LEGEND & NOTESSEE SHEETS LC-1.1 TO LI-1.4 FOR CONSTRUCTION PLANS
SEE SHEETS LC-2.0 TO LC-2.3 FOR CONSTRUCTION DETAILS
1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS
ALLOWED. IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ACCESS
LAWS. AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD
CONDITION PRESENTS ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE PLANS,
WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE
SOLUTION CAN BE DETERMINED.
2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK
RELATING TO ACCESS LAWS FOR THIS PROJECT. SINCE THE CODE DOES NOT
ALLOW FOR A CONSTRUCTION TOLERANCE, THAT EXCEEDS MAXIMUM OR
MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY ACCESS LAWS ARE
SUBJECT TO REJECTION BY THE CITY AND MAY BE REQUIRED TO BE REMOVED
AND REPLACED.
3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT
METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR
SUBCONTRACTOR DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE
CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF
ACCESS LAWS RELATED ITEMS OF THIS PROJECT BY THE CITY, ANY OTHER
AUTHORITY OR OTHER AFFECTED PARTIES.
COMPLIANCE WITH ACCESS LAWS REQUIREMENTS WILL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB-CONTRACTORS.
ACCESSIBILITY COMPLIANCE NOTES
CONSTRUCTION NOTES CONSTRUCTION LEGEND
CONSTRUCTION LEGEND AND NOTES
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
3
4A
8
7
2
5
6
3
10
8
PA
PA
PA
PA
PA
PA
8
3
12
13
14
CONTRACTOR TO COORDINATE
CONCRETE REMOVAL. DO NOT
CUT TREE ROOTS OVER 2"
WITHOUT PRE-APPROVAL
FROM CARLSBAD PARKS AND
RECREATION DEPARTMENT
AND CITY ARBORIST
15
SYMBOL DESCRIPTION DETAIL
4`X`5` APACHE SUNSET BOULDERS. AVAILABLE 3/LC-2.0
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. (619) 591-2366.
4"-8" MORTARED COPPER CANYON FRACTURED 2/LC-2.0
STONE. AVAILABLE THROUGH SOUTHWEST
BOULDER AND STONE OR APPROVED EQUAL. (619)
591-2366. MORTAR COLOR TO MATCH COBBLE.
CONCRETE PER CIVIL PLANS. COLOR: NATURAL
GRAY. FINISH: BROOM, TO MATCH EXISTING.
TRUCK APRON PER CIVIL PLANS. CONCRETE
COLOR TO BE DAVIS `SAN DIEGO BUFF` OR EQUAL
RAISED CONCRETE CURB PER CIVIL PLANS.
CONCRETE COLOR TO BE DAVIS `SAN DIEGO BUFF`
OR EQUAL.
CROSSWALK STRIPING PER CIVIL PLANS, TYP.
CURB RAMP PER CIVIL PLANS, TYP.
EXISTING TREE, PROTECT IN PLACE, TYP.
UPLIGHTING PER ELECTRICAL PLANS, TYP.
SAWCUT EX. HARDSCAPE PER CIVIL PLANS, TYP.
SIGNAGE PER CIVIL PLANS, TYP.
6"X6" MOWCURB PER CIVIL PLANS, TYP.
2
3
4A
5
6
7
8
10
12
13
14
15
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
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FO C FILA O NR
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RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-1.1
LANDSCAPE CONSTRUCTION PLANS
OA
K
A
V
E
.
JEFFERSON AVE.
PLAN: OAK AVE AND JEFFERSON ST
CONSTRUCTION LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
8
PA
PA
PA
PA
PA
PA
11
8
4A
2
5
6
3
7
3
8
8
4A
10
12
14
13
SYMBOL DESCRIPTION DETAIL
4`X`5` APACHE SUNSET BOULDERS. AVAILABLE 3/LC-2.0
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. (619) 591-2366.
4"-8" MORTARED COPPER CANYON FRACTURED 2/LC-2.0
STONE. AVAILABLE THROUGH SOUTHWEST
BOULDER AND STONE OR APPROVED EQUAL. (619)
591-2366. MORTAR COLOR TO MATCH COBBLE.
CONCRETE PER CIVIL PLANS. COLOR: NATURAL
GRAY. FINISH: BROOM, TO MATCH EXISTING.
TRUCK APRON PER CIVIL PLANS. CONCRETE
COLOR TO BE DAVIS `SAN DIEGO BUFF` OR EQUAL
RAISED CONCRETE CURB PER CIVIL PLANS.
CONCRETE COLOR TO BE DAVIS `SAN DIEGO BUFF`
OR EQUAL.
CROSSWALK STRIPING PER CIVIL PLANS, TYP.
CURB RAMP PER CIVIL PLANS, TYP.
EXISTING TREE, PROTECT IN PLACE, TYP.
STRIPING PER CIVIL PLANS, TYP.
UPLIGHTING PER ELECTRICAL PLANS, TYP.
SAWCUT EX. HARDSCAPE PER CIVIL PLANS, TYP.
SIGNAGE PER CIVIL PLANS, TYP.
2
3
4A
5
6
7
8
10
11
12
13
14
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
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H
AIT
E
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FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-1.2
LANDSCAPE CONSTRUCTION PLANS
PI
N
E
A
V
E
.
MADISON STREET
PLAN: PINE AVE AND MADISON ST
CONSTRUCTION LEGEND
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
R2'R2'
PA
PA
PA
PA PA
PAPA
PA PAPA
11
4A
8
7
8
3
8
8
5
6
3
PA
PA
PA
12
14
13
1
CONCRETE PAD PER
CIVIL PLANS. COLOR:
'SAN DIEGO BUFF'
FINISH: LIGHT BROOM
SYMBOL DESCRIPTION DETAIL
18" HIGH POURED IN PLACE CONCRETE ACCENT 1/LC-2.0
WALL. COLOR: NATURAL GRAY. FINISH: SMOOTH
TROWEL. WALL TO BE LOCATION FOR FUTURE
ARTIST TILES.
4"-8" MORTARED COPPER CANYON FRACTURED 2/LC-2.0
STONE. AVAILABLE THROUGH SOUTHWEST
BOULDER AND STONE OR APPROVED EQUAL. (619)
591-2366. MORTAR COLOR TO MATCH COBBLE.
CONCRETE PER CIVIL PLANS. COLOR: NATURAL
GRAY. FINISH: BROOM, TO MATCH EXISTING.
TRUCK APRON PER CIVIL PLANS. CONCRETE
COLOR TO BE DAVIS `SAN DIEGO BUFF` OR EQUAL
RAISED CONCRETE CURB PER CIVIL PLANS.
CONCRETE COLOR TO BE DAVIS `SAN DIEGO BUFF`
OR EQUAL.
CROSSWALK STRIPING PER CIVIL PLANS, TYP.
CURB RAMP PER CIVIL PLANS, TYP.
STRIPING PER CIVIL PLANS, TYP.
UPLIGHTING PER ELECTRICAL PLANS, TYP.
SAWCUT EX. HARDSCAPE PER CIVIL PLANS, TYP.
SIGNAGE PER CIVIL PLANS, TYP.
1
3
4A
5
6
7
8
11
12
13
14
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
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H
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FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-1.3
LANDSCAPE CONSTRUCTION PLANS
CONSTRUCTION LEGEND
PI
N
E
A
V
E
.
HARDING STREET
PLAN: PINE AVE AND HARDING STREET
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
PA
PA
PA
2
5
6
3
7
8 10
PA
PA PA
4A
3
11
84A4A
PA
12
14
13
15
PA
SYMBOL DESCRIPTION DETAIL
4`X`5` APACHE SUNSET BOULDERS. AVAILABLE 3/LC-2.0
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. (619) 591-2366.
4"-8" MORTARED COPPER CANYON FRACTURED 2/LC-2.0
STONE. AVAILABLE THROUGH SOUTHWEST
BOULDER AND STONE OR APPROVED EQUAL. (619)
591-2366. MORTAR COLOR TO MATCH COBBLE.
CONCRETE PER CIVIL PLANS. COLOR: NATURAL
GRAY. FINISH: BROOM, TO MATCH EXISTING.
TRUCK APRON PER CIVIL PLANS. CONCRETE
COLOR TO BE DAVIS `SAN DIEGO BUFF` OR EQUAL
RAISED CONCRETE CURB PER CIVIL PLANS.
CONCRETE COLOR TO BE DAVIS `SAN DIEGO BUFF`
OR EQUAL.
CROSSWALK STRIPING PER CIVIL PLANS, TYP.
CURB RAMP PER CIVIL PLANS, TYP.
EXISTING TREE, PROTECT IN PLACE, TYP.
STRIPING PER CIVIL PLANS, TYP.
UPLIGHTING PER ELECTRICAL PLANS, TYP.
SAWCUT EX. HARDSCAPE PER CIVIL PLANS, TYP.
SIGNAGE PER CIVIL PLANS, TYP.
6"X6" MOWCURB PER CIVIL PLANS, TYP.
2
3
4A
5
6
7
8
10
11
12
13
14
15
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
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H
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FO C FILA O NR
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RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-1.4
LANDSCAPE CONSTRUCTION PLANS
CONSTRUCTION LEGEND
CH
E
S
T
N
U
T
A
V
E
.
ROOSEVELT STREET
PLAN: CHESTNUT AVE AND ROOSEVELT ST
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
SYMBOL DESCRIPTION DETAIL
4`X`5` APACHE SUNSET BOULDERS. AVAILABLE 3/LC-2.0
THROUGH SOUTHWEST BOULDER AND STONE OR
APPROVED EQUAL. (619) 591-2366.
4"-8" MORTARED COPPER CANYON FRACTURED 2/LC-2.0
STONE. AVAILABLE THROUGH SOUTHWEST
BOULDER AND STONE OR APPROVED EQUAL. (619)
591-2366. MORTAR COLOR TO MATCH COBBLE.
CONCRETE PER CIVIL PLANS. COLOR: NATURAL
GRAY. FINISH: BROOM, TO MATCH EXISTING.
CONCRETE PER CIVIL PLANS. COLOR: ENHANCED
TO MATCH EXISTING. FINISH: EXPOSED AGGREGATE
TO MATCH EXISTING. PROVIDE MOCK-UP OF
COLORS AND AGGREGATE IN THE FIELD ADJACENT
TO EXISTING SIDEWALK FOR APPROVAL PRIOR TO
FULL REPLACEMENT.
TRUCK APRON PER CIVIL PLANS. CONCRETE
COLOR TO BE DAVIS `SAN DIEGO BUFF` OR EQUAL
RAISED CONCRETE CURB PER CIVIL PLANS.
CONCRETE COLOR TO BE DAVIS `SAN DIEGO BUFF`
OR EQUAL.
CROSSWALK STRIPING PER CIVIL PLANS, TYP.
CURB RAMP PER CIVIL PLANS, TYP.
EXISTING TREE, PROTECT IN PLACE, TYP.
UPLIGHTING PER ELECTRICAL PLANS, TYP.
2
3
4A
4B
5
6
7
8
10
12
10
PA
PA
PA PA2
5
6
3
7
3
4A
8
8 3
3
PA
PA
PA
PA
4A
10
12
14
13
4B
PA
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
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T
H
AIT
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FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-1.5
CONSTRUCTION LEGEND
LANDSCAPE CONSTRUCTION PLANS
CH
E
S
T
N
U
T
A
V
E
.
MADISON STREET
PLAN: CHESTNUT AVE AND MADISON ST
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LC-2.0
RETAINING ACCENT WALL
SECTION
8"
12"
1'-6"
CAST IN PLACE NATURAL GRAY CONCRETE RETAINING
WALL TYPE 1 PER SDRSD C11. SMOOTH FINISH.
1
1/2" CHAMFER ALL EDGES2
REINFORCEMENT PER SDRSD C11D3
CONCRETE FOOTING AS SHOWN4
3" CLEAR TYP.
2
2"
3
4
3
1
6
18"
6
ADAJCENT PLANTING AREA PER PLAN. FG TO BE 2"
BELOW TOP OF WALL
6
COMPACTED SUBGRADE TO 95%7
NOTE:
A. CONTRACTOR SHALL FIELD APPLY ANTI
GRAFFITI COATING ON ALL EXPOSED
SURFACES PER SPECIFICATIONS.
B. CONTRACTOR TO COORDINATE WITH
ARTIST FOR TILE PLACEMENT.
LEGEND:
6" MIN.
5' MIN.
EXITING SEWER PIPE8
8
CLASS A TOPSOIL PER GREENBOOK STANDARDS9
9
WATERPROOFING MEMBRANE AND PROTECTION
BOARD
10
TYP.15"
7
10
NOT USED5
4" FILTER FABRIC WRAPPED PERFORATED PIPE.
PERFORATED PIPE TO BE MIN 3" ABOVE TOP OF
FOOTING. CONNECT PIPE TO STORM DRAIN (SEE CIVIL
PLANS)
11
DRAIN PER CIVIL PLANS (CONNECT TO STORM DRAIN)12
1/2" - 3/4" CRUSHED GRAVEL WRAPPED IN FILTERFABRIC. PROVIDE 3" MIN. LAYER OF GRAVEL AROUNDPERFORATED PIPE, TYP.
13
13
11
12
12
1
1" MAX.
4"-8" FRACTURED STONE PER PLAN. PLACE
STONE FLAT SIDE UP. 14" MAX. VERTICALTOLERANCE. SPACE STONE 1" APART.
10" VEHICULAR CONCRETE WITH REINFOCEMENTPER CIVIL PLANS. SEE CALTRANS SPECIFICATIONSECTION 72-11.04C(2) FOR FINISH OF SUB-SLAB.
MORTAR PER SPECIFICATIONS. COLOR: DAVISMC-58 (DARK) OR EQUAL.
95% COMPACTED SUBGRADE
A.ALL SURFACES SHALL SLOPE TO DRAIN AWAY FROM STRUCTURES 1%MIN. (SEE CONSTRUCTION NOTES)
B.FRACTURED STONE SHALL HAVE 14'" MAXIMUM VERTICAL TOLERANCE.
C.CONTRACTOR SHALL PROVIDE SAMPLE FOR APPROVAL BY OWNERPRIOR INSTALLATION.
10"
5"-8" NOM.
CONCRETE TRUCK APRON PER CIVILPLANS
CLASS II BASE. DEPTH PER CIVIL PLANS
MORTARED FRACTURED STONE OVER CONCRETE BASE
1
2
3
4
5
6
LEGEND
1 23
4
5
6
NOTES
ADJACENT PAVING PER CIVIL PLANS7
7
2
RETAINING BOULDERS
1/3
2/3
6" MIN.
2'-6" MIN.
12" MIN
1
2
3
4
5 67
8
9
2'-0" FLUSHVERTICAL JOINT
LEGEND:
SECTION
ELEVATION
2
1 NOTES:
A.BOULDERS SHALL BE INSTALLED SO THAT NOROCKING WILL OCCUR. ANY ROUGH ORJAGGED EDGES SHALL BE GROUND SMOOTH.B.BURY BOULDERS BY 1/3 HEIGHT, MIN. 18".C.PLACE BOULDERS FLUSH AGAINST EACHOTHER. BOULDERS SHALL HAVE A MINIMUMOF TWO (2') FEET OF FLUSH VERTICAL JOINT.D.COORDINATE AREA DRAINS WITH CIVIL.E.CONTRACTOR TO SUBMIT MOCK UP SAMPLEOF BOULDER AND JOINT FOR APPROVALPRIOR TO INSTALLATION.
10
8 9
11
4'-0" MIN.
BOULDER (SIZE AND TYPE PER PLAN)1
BOULDER JOINT. BOULDERS SHALL HAVE FLUSHJOINTS FOR A MINIMUM OF 2' VERTICALLY FROMFINISH GRADE.
2
ADJACENT PLANTING AREA PER PLAN3
COMPACTED SUBGRADE PER SOILS REPORT4
FINISH GRADE5
SHALLOW WELL AT TOP OF BOULDER6
6" RAISED CONCRETE CURB PER CIVIL PLANS7
FLUSH CURB PER CIVIL PLANS8
MORTARED FRACTURED STONE PER PLAN9
AC PAVING PER CIVIL PLANS10
BIO-BARRIER FOR FULL EXTENT OF PLANTINGAREA11
EXISTING SEWER PIPE12
10
12
ADJACENTFINISH GRADE
RETAININGSOIL LEVEL
8
9
5'-0" TYP.
IMPORT TOPSOIL13
COMPACTED SUBGRADE TO 95%1414
18" MIN.
13 NON-WOVEN FILTER FABRIC ALONG INSIDE FACEOF BOULDER. HOLD 2" BELOW TOP OF SOILLEVEL AT TOP OF BOULDER.
15
MIN. 18"BURIED
15
15
3
CONSTRUCTION DETAILS
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
HUNTER ICZ-101-LF-R OR APPROVED EQUAL.
DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE
WITH 1" HY100 FILTER SYSTEM. FLOW RANGE:
.5 GPM TO 20 GPM. 150 MESH STAINLESS
STEEL SCREEN. RECLAIMED PURPLE FILTER
COVER.
2/LI-2.1
HUNTER ICZ-151-XL-R OR APPROVED EQUAL
DRIP CONTROL ZONE KIT. 1-1/2" ICV GLOBE
VALVE WITH 1" HY100 FILTER SYSTEM. FLOW
RANGE: .5 GPM TO 20 GPM. 150 MESH
STAINLESS STEEL SCREEN. 1-1/2" INLET X
SINGLE 2" OUTLET. PURPLE RECLAIMED FILTER
COVER.
2/LI-2.1
HUNTER ICZ-151-XL-R-DC OR APPROVED
EQUAL. DRIP CONTROL ZONE KIT. 1-1/2" ICV
GLOBE VALVE WITH 1" HY100 FILTER SYSTEM.
FLOW RANGE: .5 GPM TO 20 GPM. 150 MESH
STAINLESS STEEL SCREEN. 1-1/2" INLET X
SINGLE 2" OUTLET. PURPLE RECLAIMED FILTER
COVER. PROVIDE WITH DC LATCHING
SOLENOID FOR USE WITH SOLAR CONTROLLER
2/LI-2.1
NETAFIM TLFV-1 OR APPROVED EQUAL
AUTOMATIC FLUSH VALVE, WITH INSERT INLET 6/LI-2.1
NETAFIM 65ARIA075 OR APPROVED EQUAL
3/4" MALE PIPE THREAD GUARDIAN
AIR/VACUUM RELIEF VENT. INSTALL IN
SUBSURFACE SYSTEMS. ON SLOPING TERRAIN
TO PREVENT COLLAPSING OF PIPES. UV
RESISTANT. MAXIMUM PRESSURE: 150 PSI.
3/LI-2.1
GPH DRIP INDICATOR
MODEL: GDFN-R OR APPROVED EQUAL.
RAINBIRD STYLE FEMALE THREADS, PURPLE.
INLET: 1/2 FPT (ATTACH WITH PVC FITTING OR
FLEXIBLE SWING JOINT). VISUAL 12" PURPLE
POP-UP STEM
7/LI-2.1
AREA TO RECEIVE DRIPLINE
NETAFIM TLRW-04-12-NP OR APPROVED EQUAL
TECHLINE RW LANDSCAPE DRIPLINE WITH
PURPLE STRIPE FOR NON-POTABLE WATER
APPLICATIONS. 0.4 GPH EMITTERS AT 12" O.C.
DRIPLINE LATERALS SPACED AT 12" APART,
WITH EMITTERS OFFSET FOR TRIANGULAR
PATTERN. DESIGNED FOR RECLAIMED WATER
USE ONLY.
5/LI-2.1
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
NELSON 7645 OR APPROVED EQUAL
1" BRASS QUICK COUPLER VALVE WITH ACME
THREADS FOR SLOW FLOW CONTROL, WITH
LOCKING RUBBER COVER AND PURPLE CAP
WITH RECLAIMED WATER WARNING. PROVIDE
TWO KEYS TO OWNER AT PROJECT HANDOFF.
5/LI-2.0
NIBCO T-113-K OR APPROVED EQUAL
CLASS 125 BRONZE GATE SHUT OFF VALVE
WITH CROSS HANDLE, SAME SIZE AS MAINLINE
PIPE DIAMETER AT VALVE LOCATION. SIZE
RANGE - 1/4" - 3". PROVIDE WITH PURPLE
HANDLE FOR FUTURE RECLAIMED WATER USE.
7/LI-2.0
SPEARS 2622 OR APPROVED EQUAL
LINE SIZE BALL VALVE. LARGE INLET OPENING,
AND PREVENTS BACK FLOW OF WATER AND
DRAINAGE OF SYSTEMS INTO LOW AREAS.
PROVIDE WITH PURPLE HANDLE WHEN USED IN
RECYCLED WATER SYSTEM.
7/LI-2.0
HUNTER IBV-FS-R 1"
1", 1-1/2", 2", AND 3" BRASS ELECTRIC MASTER
VALVE, GLOBE CONFIGURATION, WITH NPT
THREADED INLET/OUTLET, FOR
COMMERCIAL/MUNICIPAL USE. WITH FILTER
SENTRY FACTORY INSTALLED OPTION. WITH
RECLAIMED WATER ID PURPLE TAG.
1/LI-2.1
ZURN 975XL 1"
REDUCED PRESSURE BACKFLOW DEVICE
PER CIVIL
PLANS
CALSENSE CS3000
MODEL: CS3-8-S/CS3-GR-BUNDLE-2
WI-FI ENABLED, FULL-FUNCTIONING
CONTROLLER WITH TOUCHSCREEN, 8-STATION
FIXED CONTROLLER OR APPROVED EQUAL.
REQUIRES 120 VAC, OUTDOOR MODEL WITH
STAINLESS STEEL PEDESTAL. PROVIDE (1)
CALSENSE TIPPING RAIN BUCKET.
1/LI-2.0
F
A
I
CAB D E
BF
CALSENSE FM1U
1" ULTRASSONIC FLOW METER FOR USE WITH
HYDRAWISE ENABLED CONTROLLER TO
MONITOR FLOW AND PROVIDE SYSTEM
ALERTS. ALSO FUNCTIONS AS STAND ALONE
FLOW TOTALIZER/SUB METER ON ANY
RESIDENTIAL OR COMMERCIAL IRRIGATION
SYSTEM.
1/LI-2.1
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
PURPLE FOR RECYCLED WATER
2,3,4/
LI-2.0
IRRIGATION MAINLINE: PVC SCHEDULE 40.
PURPLE FOR RECYCLED WATER
2,3,4/
LI-2.0
PIPE SLEEVE: PVC SCHEDULE 40. PURPLE FOR
RECYCLED WATER 6/LI-2.0
F1
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
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H
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FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
1. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE POTABLE WATER PRESSURE OF 56 PSI
AT CITY SERVICE. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION AND
REPORT ANY DIFFERENCES TO THE CITY OF CARLSBAD.
2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES,
BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESSNOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE
OF PAVING OR CURB.
3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES,
CONDUITS, AND UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR AN
UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE
PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS.
NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE
PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS
ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.
4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED.
5. USE FOUR WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE
CONNECTIONS.
6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE
TERMINAL STRIPS.
7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES,
BUILDINGS AND OTHER IMPROVEMENTS.
8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE
IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS.
9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO
ALLEVIATE LOW HEAD DRAINAGE.
10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR
DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS
NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY.
11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OF PRINTS
WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN.
12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS.
13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN.
VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF
HARDSCAPE AREAS.
14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING
OPERATION
15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO
TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES.
16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVE BOXES WITH THE FOLLOWING LABELS. ALL
LETTERS SHALL BE ONE INCH (1") HIGH MINIMUM. LETTERING ON VALVE BOX LIDS SHALL BE PLACED
IN THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME
DIRECTION. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV", BALL VALVE BOXES "BV",
REMOTE CONTROL VALVE "RCV", GATE VALVE "GV", CHECK VALVE "CV", PULL BOX "PB", ETC.
17. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.
18. CONTRACTOR SHALL CONTACT CITY OF CARLSBAD RECYCLED WATER INSPECTOR PRIOR TO ANY
TRENCHING OPERATIONS.
19. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 2-1/2" AND GREATER, PER DETAIL AND
SPECIFICATIONS. THE CITY OF CARLSBAD INSPECTION DEPARTMENT SHALL BE NOTIFIED 48 HOURS
(2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL.
IRRIGATION DESIGN IS BASED UPON A MAXIMUM OPERATING PRESSURE OF 56 PSI FOR POTABLE WATER
WATER COMPANY: CITY OF CARLSBAD
PHONE NUMBER: 760-602-2420
IRRIGATION NOTES
SEE SHEET LI-1.0 FOR IRRIGATION LEGEND & NOTESSEE SHEETS LI-1.1 TO LI-1.8 FOR IRRIGATION PLANS
SEE SHEETS LI-2.0 TO LI-2.2 FOR IRRIGATION DETAILS
IRRIGATION SCHEDULE
LI-1.0
IRRIGATION SCHEDULE CONTINUED
IRRIGATION LEGEND AND NOTES
NOTE: PROJECT IS IRRIGATED USING POTABLE WATER. WHEN RECYCLED WATER BECOMES AVAILABLE,
IRRIGATION PLANS SHALL BE REVIEWED AND APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT
AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO TRANSFER FROM
POTABLE WATER SUPPLY.
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CRITICAL ANALYSIS
Generated:2022-02-17 13:36
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:3/4"
Flow Available 18.2 GPM
PRESSURE AVAILABLE
Static Pressure at POC:56.00 PSI
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20 ft
Pressure Available:52.00 psi
DESIGN ANALYSIS
Maximum Station Flow:7.03 GPM
Flow Available at POC:18.2 GPM
Residual Flow Available:11.17 GPM
Pressure Req. at Critical Station: 31.97 PSI
Loss for Fittings:0.03 PSI
Loss for Main Line:0.28 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:11.5 PSI
Loss for Master Valve:2.7 PSI
Loss for Water Meter:0.88 PSI
Critical Station Pressure at POC: 47.36 PSI
Pressure Available:52 PSI
Residual Pressure Available: 4.64 PSI
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIPA1HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 6.32 71.1 31.42 46.59 0.97 in/hA2HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 7.03 73.1 31.97 47.36 0.96 in/hA3HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 2.90 75.2 30.09 44.39 0.96 in/hA4HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 2.66 77.5 30.11 44.37 0.96 in/hCommon Wire 90.0
VALVE SCHEDULE
AF
F A F A
F A
FF A A
F A
F AFA
F A
I
I
1"
11 4"
F
A I
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
A BF2
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
F1
M2
1"
1"
1"
1"
114"
A4
2.661"
A3
2.901"
A2
7.03112"
A1
6.32112"
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-1.1
OA
K
A
V
E
.
JEFFERSON AVE.
LANDSCAPE IRRIGATION PLANS
PLAN: OAK AVE AND JEFFERSON ST
SLEEVE LATERAL
LINES INTO
ROUNDABOUT
PLANTER
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CRITICAL ANALYSIS
Generated:2022-02-17 13:42
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:3/4"
Flow Available 18.2 GPM
PRESSURE AVAILABLE
Static Pressure at POC:56.00 PSI
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20 ft
Pressure Available:52.00 psi
DESIGN ANALYSIS
Maximum Station Flow:5.04 GPM
Flow Available at POC:18.2 GPM
Residual Flow Available:13.16 GPM
Pressure Req. at Critical Station: 31.37 PSI
Loss for Fittings:0 PSI
Loss for Main Line:0.04 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:11.5 PSI
Loss for Master Valve:2.5 PSI
Loss for Water Meter:0.63 PSI
Critical Station Pressure at POC: 46.04 PSI
Pressure Available:52 PSI
Residual Pressure Available: 5.96 PSI
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIPB1HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 5.04 24.3 31.36 46.04 0.96 in/hB2HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 3.90 26.5 30.35 44.75 0.96 in/h
VALVE SCHEDULE
F F
F
F F
A
A A
A
A
B
BF3
F
A
I
I
CONTRACTOR TO MODIFY EXISTING
IRRIGATION SYSTEM TO
ACCOMMODATE CONCRETE PAD
REMOVAL AND PROVIDE 100%
COVERAGE ASSOCIATED WITH
AREA OF TURF REPAIR
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
M3
F2
CONTRACTOR TO MODIFY EXISTING
IRRIGATION SYSTEM TO
ACCOMMODATE CONCRETE PAD
REMOVAL AND PROVIDE 100%
COVERAGE ASSOCIATED WITH
AREA OF TURF REPAIRCONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
F
A
1"1"
114"
B1
5.04112"
B2
3.901"
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-1.2
PI
N
E
A
V
E
.
MADISON STREET
LANDSCAPE IRRIGATION PLANS
PLAN: PINE AVE AND MADISON ST
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CRITICAL ANALYSIS
Generated:2022-02-17 13:53
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:3/4"
Flow Available 18.2 GPM
PRESSURE AVAILABLE
Static Pressure at POC:56.00 PSI
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20 ft
Pressure Available:52.00 psi
DESIGN ANALYSIS
Maximum Station Flow:7.63 GPM
Flow Available at POC:18.2 GPM
Residual Flow Available:10.57 GPM
Critical Station:C1
Design Pressure:20 PSI
Friction Loss:1.39 PSI
Fittings Loss:0.14 PSI
Elevation Loss:0 PSI
Loss through Valve:11 PSI
Pressure Req. at Critical Station: 32.51 PSI
Loss for Fittings:0.02 PSI
Loss for Main Line:0.17 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:11.5 PSI
Loss for Master Valve:2.73 PSI
Loss for Water Meter:0.91 PSI
Critical Station Pressure at POC: 47.84 PSI
Pressure Available:52 PSI
Residual Pressure Available: 4.16 PSI
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIPC1HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 7.26 41.6 32.53 47.84 0.96 in/hC2HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 7.63 43.6 31.86 47.28 0.96 in/hC3HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 5.56 45.6 31.78 46.66 0.96 in/hCommon Wire 51.3
VALVE SCHEDULE
R2'R2'
C
BF4
COMBINE LATERALS IN
SLEEVE WHERE POSSIBLE
I
I
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
F3
M4
114"
1"
1"
12"1"
C1
7.26112"
C2
7.63112"
C3
5.56112"
F
A
I
F
F
F
F
F
F
F
F
F
F
A
A
A
A
A
A A
A
A
A
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-1.3
PI
N
E
A
V
E
.
HARDING STREET
LANDSCAPE IRRIGATION PLANS
PLAN: PINE AVE AND HARDING STREET
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CRITICAL ANALYSISCRITICAL ANALYSIS
Generated:2022-02-17 14:13
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:3/4"
Flow Available 18.2 GPM
PRESSURE AVAILABLE
Static Pressure at POC:56.00 PSI
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20 ft
Pressure Available:52.00 psi
DESIGN ANALYSIS
Maximum Station Flow:6.39 GPM
Flow Available at POC:18.2 GPM
Residual Flow Available:11.81 GPM
Pressure Req. at Critical Station: 32.29 PSI
Loss for Fittings:0.01 PSI
Loss for Main Line:0.11 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:11.5 PSI
Loss for Master Valve:2.64 PSI
Loss for Water Meter:0.8 PSI
Critical Station Pressure at POC: 47.35 PSI
Pressure Available:52 PSI
Residual Pressure Available: 4.65 PSI
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIPD1HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 6.34 35.5 31.71 46.74 0.96 in/hD2HUNTER ICZ-151-XL-R 1-1/2"AREA FOR DRIPLINE 6.39 37.6 32.3 47.35 0.96 in/hD3HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 4.45 39.7 30.52 45.07 0.96 in/hD4HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 3.49 41.8 30.44 44.79 0.96 in/hCommon Wire 45.1
VALVE SCHEDULE
D
BF5
I
I
I
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/
REPLACE EXISTING
IRRIGATION AS REQUIRED
TO PROVIDE 100%
COVERAGE ASSOCIATED
WITH NEW HARDSCAPE
IMPROVEMENTS AS
REQUIRED
CONTRACTOR TO REPAIR/
REPLACE EXISTING
IRRIGATION AS REQUIRED
TO PROVIDE 100%
COVERAGE ASSOCIATED
WITH NEW HARDSCAPE
IMPROVEMENTS AS
REQUIRED
M5
F4
I
F
A
F
A
F
A
F
A
F
A
A
F
F
A
F A
F
A
F
A
AF
1"
1"1"1"
114"
D1
6.34112"
D2
6.39112"
D3
4.451"
D4
3.491"
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-1.4
CH
E
S
T
N
U
T
A
V
E
.
ROOSEVELT STREET
LANDSCAPE IRRIGATION PLANS
PLAN: CHESTNUT AVE AND ROOSEVELT ST
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CRITICAL ANALYSIS
Generated:2022-02-17 14:17
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:3/4"
Flow Available 18.2 GPM
PRESSURE AVAILABLE
Static Pressure at POC:56.00 PSI
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20 ft
Pressure Available:52.00 psi
DESIGN ANALYSIS
Maximum Station Flow:4.19 GPM
Flow Available at POC:18.2 GPM
Residual Flow Available:14.01 GPM
Pressure Req. at Critical Station: 30.49 PSI
Loss for Fittings:0 PSI
Loss for Main Line:0.05 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow:11.5 PSI
Loss for Master Valve:2.4 PSI
Loss for Water Meter:0.52 PSI
Critical Station Pressure at POC: 44.96 PSI
Pressure Available:52 PSI
Residual Pressure Available: 7.04 PSI
NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIPE1HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 4.19 30.48 44.96 0.96 in/hE2HUNTER ICZ-101-LF-R 1"AREA FOR DRIPLINE 2.65 30.42 44.65 0.96 in/h
VALVE SCHEDULE
EBF6
I
I
M6
F5
F
A
F
F
F
A
A
A
CONTRACTOR TO MODIFY EXISTING
IRRIGATION SYSTEM TO
ACCOMMODATE CONCRETE PAD
REMOVAL AND PROVIDE 100%
COVERAGE ASSOCIATED WITH
AREA OF TURF REPAIR
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO MODIFY EXISTING
IRRIGATION SYSTEM TO
ACCOMMODATE CONCRETE PAD
REMOVAL AND PROVIDE 100%
COVERAGE ASSOCIATED WITH
AREA OF TURF REPAIR
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
CONTRACTOR TO REPAIR/ REPLACE
EXISTING IRRIGATION AS REQUIRED
TO PROVIDE 100% COVERAGE
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED
1"1"
114"
E2
2.651"
E1
4.191"
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-1.5
CH
E
S
T
N
U
T
A
V
E
.
MADISON STREET
LANDSCAPE IRRIGATION PLANS
PLAN: CHESTNUT AVE AND MADISON ST
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-2.0
NOTES:
STREET SURFACE
EXTEND 10' MINIMUM
ON EITHER SIDEC
EXTEND 10' MINIMUM
ON EITHER SIDE
TOTAL OF 20' MINIMUM
SLEEVE 2X
PIPE SIZE
POTABLE
WATER LINE
L
CONSTANT PRESSURE
RECYCLED WATER LINE
RECYCLED WATER & POTABLE MAINLINE CROSSING
A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE
PURPLE AND LABELED AS SPECIFIED IN: - STANDARD
SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS.
B. FOLLOW ALL WATER DISTRICT RECYCLED WATER RULES AND
REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS.
3'
-
6
"
12
"
M
I
N
BE
L
O
W
2
A. EACH MANIFOLD SHALL HAVE A MINIMUMOF 15' SEPARATION. ALL MANIFOLDS ARE
TO BE INSTALLED IN PLANTER AREAS
WHENEVER POSSIBLE.
B. ALL VALVE BOXES SHALL BE PURPLE WITH
LOCKING COVERS FOR RECYCLED WATER.
C. ALL VALVES SHALL BE LABELED WITH 'DONOT DRINK.'
A-1
6"
A-2
1'-6"1'-6"
A-3
NOTE:
1'-6"
BV
1'-6"
BV
1'-6"
QC
MANIFOLD CONFIGURATION FOR RECYCLED WATER
SIDEWALK
LEGEND:NOTES:
ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VALVESSHALL HAVE PURPLE TOP FOR RECYCLED WATER.1
2 3
45
6
7
8
6
6
7
PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE)1
LINE SIZE BALL VALVE (SEE IRRIGATION LEGEND)2
QUICK COUPLER (SEE IRRIGATION LEGEND)3
HEAT BRAND ALL VALVES4
ELECTRIC CONTROL VALVE5
2" MAIN LINE PIPING AND FITTINGS TO ALL CONTROL VALVES6
1 1/4" MIN. PIPE SIZE TO ALL QUICK COUPLERS7
1" BALL VALVE TO QUICK COUPLER8
4
5
6
9
8
7
NOTE:
UNDISTURBED SOIL
LATERAL LINES PER PLAN
IRRIGATION MAINLINE PER PLAN
DIRECT BURIAL CONTROL WIRES
1
2 FINISHED GRADE
PAVING PER PLAN
4 MARKING STRIP
SAND BEDDING MATERIAL
CLEAN COMPACTED BACKFILL3
LEGEND:
6"
M
I
N
1
2
3
8 4
6
9
10 SCH. 40 PVC SLEEVE 2x PIPE
SIZE DIAMETER MIN.
10
10
5
7
VA
R
I
E
S
1. ALL PIPE AND CONTROL WIRE UNDER
PAVEMENT SHALL BE INSTALLED IN A
P.V.C. SLEEVE.
2. BACKFILL MATERIAL SHALL BE
COMPACTED TO A RELATIVE
COMPACTION OF 90% MIN.
3. PRESSURE MAINLINE SHALL BEINSTALLED ON A 6" SAND BED AND
COVERED BY 6" OF SAND PRIOR TO
ANY OTHER BACKFILL MATERIAL.
IRRIGATION SLEEVING
36"
24"
6
1
2
4
3
5
18"
6
7
8 PURPLE PVC SCH 40 45DEG. FITTING
9
10
7
6
8910
5
4
10" ROUND PURPLE PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULARPURPLE PLASTIC VALVE BOX FOR 2 1/2" VALVE AND LARGER (PER SPECIFICATIONS)INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN AREAS
2"
BALL/GATE VALVE FOR RECYCLED WATER
THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.)
PURPLE PRESSURIZED PVC MAINLINE PER PLAN
PVC FEMALE SXT ADAPTER
PVC SCH 80 UNION
VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANSPOSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE.
FINISHED GRADE
PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.)
BRICK FOUNDATION (3 MIN)
LEGEND:
2 2
3
3
11
FLOW
11 RECYCLED WATER ID TAG
11
NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS.
7
1
2
10"ROUND PURPLE COLOR PLASTICVALVE BOX W/ LOCKING COVER& Q.C. HEAT BRANDED INTO TOP.
4
3
5
7
8
9
6
10
11
12
14
15
13
SCH.80 P.V.C. NIPPLE
-
-
WARNING TAG
GROUND COVER
SCH.40 P.V.C. TEE
SCH.40 PURPLE P.V.C. MAINLINE
BRASS ELL
COMMON BRICK (3 MIN)
ONE CUBIC FOOT PEA GRAVEL
EDGE OF WALK/FACE OF CURB,FENCE OR MOW BAND
FINISH GRADE. ALLOW 2" DEPTHFOR TOP MULCH
STREET ELLS (2) REQUIREDPER QUICK COUPLER. NO MARLEX(BRASS)
PURPLE QUICK COUPLER VALVE,WITH ACME THREADS, PER PLANS4
7
3
9
9 10
8
21
811
18" MAX.15
14
2"
13
18
"
M
I
N
.
12
6" MIN.
2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED.
4. ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE.
1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE,PURPLE LOCKING CAP.
3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS
5. QUICK COUPLER FOR RECYCLED WATER SHALL BE OF A TYPE APPROVED FOR RECYCLEDWATER USE.
NOTES:
QUICK COUPLER FOR RECYCLED WATER
LEGEND:
6. QUICK COUPLER FOR POTABLE WATER SHALL BE LUG TYPE.7. PROVIDE PURPLE CAP, COVER, AND ACME THREAD MODEL FOR QUICK COUPLERS USED INRECYCLED WATER SYSTEM.
5
IRRIGATION DETAILS
(3
0
5
m
m
)
12
"
IRRIGATION CONTROLLER W/ ENCLOSURE
1" (25mm) CRUSHED ROCK (6" (150mm) DEPTH MINIMUM)1
CONDUIT FOR LOW VOLTAGE FIELD WIRES2
CONCRETE BASE3
ANCHOR BOLTS, NUTS & WASHERS (4 EACH)4
FIELD WIRE BUNDLE. INCLUDES DIRECT BURIAL CABLES AND WIRESFROM CONDUITS PER PLAN.5
TERMINAL STRIP WITH ELECTRICAL SURGE PROTECTION. CONTRACTOR
SHALL ROUTE ALL FIELD WIRES TO THIS LOCATION (PER PLAN) ALL
WIRES AND CABLES WILL BE BUNDLED AND COILED WITH AT LEAST 5
FEET (1.5m) OF ADDITIONAL WIRE SO AS TO PREVENT PULLING AT WIRE
CONNECTIONS.
6
POWER SWITCH AND OUTLETS7
ELECTRONIC CONTROLLER ASSEMBLY: PRE-ASSEMBLED ON STAINLESS
STEEL BACKBOARD CONFIGURATION AS SHOWN PER PLAN8
STAINLESS STEEL ENCLOSURE SHOWN WITH 12"(305mm) PEDESTAL
MOUNTED SECURELY TO CONCRETE BASE ENCLOSURE PER PLANS
9
FINISH GRADE10
CONDUIT FOR 120 VOLT POWER SUPPLY11
CONDUIT FOR GROUND12
CONDUIT FOR FLOW SENSOR AND MASTER VALVE13
LEGEND:
SECTION
1
2
3
4
5
6
7 8
9
10
11
12
13
NOTE: ENCLOSURE SHALL HAVE THE FOLLOWING WORDS STENCILED
WITH TWO (2) INCH HIGH WHITE LETTERS ON THE SIDE FACING THE
STREET "CITY OF CARLSBAD MEDIAN IRRIGATION".
1
PURPLE 10" ROUND VALVE BOX (DO NOT CUTADDITIONAL HOLES INTO BOX)
CABLE FROM MSTER VALVE TO CONTROLLERASSEMBLY
1-/14" CONDUIT FROM MASTER VALVEASSEMBLY
8" DIA. CL 160 PVC SLEEVE (TO REST ONTOP EDGE OF PRESSURE SUPPLY LINE)
5
6
FINISH SURFACE2
4
3
1
34" GRAVEL SUMP IN,UNDER AND AROUNDVALVE BOX. FILL TO TOP OF VALVE BOXHOLES.
FLOW SENSOR (SEE LEGEND)
1-14" SCH.40 WIRE CONDUIT WITH SWEEPFOR FLOW SENSOR/MASTER VALVE CABLE
(TO CONTROLLER)
INSTALL FILTER FABRIC AROUND GRAVELSUMP
45 DEGREE PVC SCH. 40 SLIP X SLIP ELL (2REQ.) EXTEND PRESSURE SUPPLY LINE TO18" DEPTH
PVC REDUCING BUSHING FOR REDUCTIONIN PIPE SIZE AT FLOW SENSORWATERPROOF WIRE SPLICE
5 X PIPE DIA.MIN. DOWNSTREAMFROM SENSOR
10 X PIPE DIA.MIN. UPSTREAMFROM SENSOR
8
4
5
6
7
3
2
1
9
10
11
12
11
12
8
10
9
7
LEGEND:
RECYCLED WATER FLOW SENSOR8
7
MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10'
VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH
OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION
10' MINIMUM TO POTABLE MAINLINE IN STREET
HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET.
CURB
POTABLE SERVICE LINE
NOTE:
AP
P
R
O
X
.
8
"
METER BOX WITH BOLTDOWN LID - SIZE TO FIT
SIDEWALK
RECYCLED WATERIRRIGATION MAINLINEWITH PURPLE SLEEVE
12
"
M
I
N
I
M
U
M
POTABLE WATER METER
POTABLE MAINLINE CROSSING
24"
3
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-2.1
RECYCLED WATER DRIP AIR RELIEF VALVE IN BOX
GRADE.FINISHED2"
12" MIN
12 3
4
5
6
AIR RELIEF VALVE AS SPECIFIED PERIRRIGATION LEGEND.1
6" ROUND PURPLE PLASTIC VALVE
BOX PER SPECIFICATIONS.2
1" FPTXMPT ELL.3
3/4"X1" MPT ADAPTER.4
PVC LATERAL, SIZE AND TYPE PER
IRRIGATION LEGEND.5
3" THICK LAYER OF WASHED GRAVEL.
THE BOX SHALL REST UPON THE
ROCK BED. DO NOT EXTEND GRAVEL
INTO BOX.
6
LEGEND:
3
18"
12"
17
1
2
4 5
FLOW
1516 14
13
11
12
6 7 8
9
13
BRICK FOUNDATION (4 MIN)17
16
14
15
PURPLE PVC LATERAL LINE PER PLAN
SCH.80 PVC NIPPLE (ONE PIECE)
SCH.80 PVC ELL TXT SCH 80
NOT USED
SCH. 80 TOE NIPPLE (S/T)
8
10
12
11
9
7
6
5
SCH.80 PVC NIPPLES (CLOSE)
PVC FEMALE ADAPTER
4
3
2
1
REMOTE CONTROL VALVE FOR RECYCLED WATER
LEGEND:
NOTES:
A. ALL THREADED PIPE CONNECTIONS WILL BE SEALED
WITH OVERLAPPING WRAPS OF TEFLON TAPE AS
REQUIRED TO PREVENT LEAKAGE.B. WIRE CONNECTORS WILL BE K.B."ONE-STEP"PRE-FILLED TAN) OR EQUAL.C. DIRECT BURIAL COMMON AND CONTROL WIRES WILL
BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE
VALVE BOX.
D. PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX. (WRAP AROUND 1/2" PIPE
15 TIMES-REMOVE PIPE)
E. ALL RECYCLED WATER VALVES USED IN RECYCLEDWATER SYSTEM SHALL HAVE SIGNAGE ATTACHED TOVALVE STATING "DO NOT DRINK," PER WATER
DISTRICT AND HEALTH DEPARTMENT REQUIREMENTS.
12" RECTANGULAR PLASTIC VALVE
BOX (CARSON) WITH LOCKING LID,
CONTROLLER AND VALVENUMBER HEAT BRANDED INTO TOP
WATERPROOF WIRECONNECTORS PER NOTES
REMOTE CONTROL ELECTRIC VALVE
PER LEGEND WITH PURPLE TOP
SCH. 80 PVC UNION, O-RING TYPE
LASCO OR EQUAL
FINISH GRADE - ALLOW 2" FORMULCH IN SHRUB BEDS SET
FLUSH IN TURF
PRESSURIZED PVC MAINLINE PER
LEGEND
24 VOLT DIRECT BURIAL WIRES
FROM CONTROLLER PER LEGEND.
1 CUBIC FOOT PEA GRAVEL MIN.
SUPPORTING VALVE BOX
SCH 80 PVC MAINLINESxSxS PER LEGEND
3
4
SECTION
PLAN
1 2 3 4 5
9
6
10
11
7 8
9 6 2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
PURPLE VALVE BOX WITH COVER PER
IRRIGATION SPECIFICATIONS
WATERPROOF CONNECTION, TYPICAL
VALVE ID TAG
30-INCH LINEAR LENGTH OF WIRE, COILED
PRESSURE REGULATING FILTER PER
MANUFACTURER'S RECOMMENDATIONS
PVC SCH 40 FEMALE ADAPTOR
PURPLE LATERAL PIPE
REMOTE CONTROL VALVE AS SPECIFIED ON
IRRIGATION LEGEND
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
SCH 80 PVC MAINLINESxSxS PER LEGEND
FINISH GRADE
TYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATER
LEGEND:15
A. ALL THREADED PIPE CONNECTIONS WILL
BE SEALED WITH OVERLAPPING WRAPS OF
TEFLON TAPE AS REQUIRED TO PREVENT
LEAKAGE.
B. WIRE CONNECTORS WILL BE K.B.
"ONE-STEP" PRE-FILLED TAN OR EQUAL.
C. DIRECT BURIAL COMMON AND CONTROL
WIRES WILL BE COILED TO PROVIDE 12"
EXPANSION COILS INSIDE VALVE BOX.
D. PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX. (WRAP
AROUND 1/2" PIPE 15 TIMES-REMOVE PIPE)
E. ALL RECYCLED WATER VALVES SHALLHAVE SIGNAGE ATTACHED TO VALVE
STATING "DO NOT DRINK," PER WATER
DISTRICT AND HEALTH DEPARTMENT
REQUIREMENTS.
NOTES:
BRICK FOUNDATION (4 MIN)
12
PRESSURIZED PVC MAINLINE PER LEGEND
13
14
3-INCH MINIMUM DEPTH OF 3/4 -INCH WASHED
GRAVEL
15
2
IRRIGATION DETAILS
EXHAUSTHEADER
SUPPLYHEADER.
CHECK LONGEST
LATERAL AGAINST
MAXIMUM LENGTH
OF SINGLE LATERALTABLE.
TOTAL THECOMBINED LENGTHOF THESELATERALS ANDCOMPARE IT
AGAINST THE
MAXIMUM LENGTH
OF SINGLE
LATERAL TABLE.
BRANCHING OUT LATERALS JOINING LATERALSAREAS: TRIANGULARIRREGULAR
PVC MAINLINE.
DRIPLINE SPACING AS
NOTED.
CENTER FEED EXAMPLEEND FEED EXAMPLE
AUTOMATIC LINE FLUSHING
VALVE PLUMBED TO PVC ORPOLY LINE, AS NOTED.
TYPICAL TECHLINE TUBINGLATERALS WITH EMITTERSPACING AS NOTED. TIEDOWN STAKE AT ALL TEES,ELLS, AND AT 5' O.C. AT CLAY,4' O.C. AT LOAM, OR 3' O.C. ATSAND.
DRIP VALVE / FILTER /REGULATOR.
12" POLYETHYLENE OR PVCHEADER.
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTEDAREA.
TYPICAL START CONNECTION
SXSXT TEE W/ TECHLINE MALEADAPTER.
TYPICAL LATERAL
PIPE FROM VALVE
ASSEMBLY, SIZE PERPLANS.
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROMPLANTED AREA.
WATER SOURCE: DRIP VALVE OR
LATERAL FROM VALVE.
TYPICAL SUPPLY HEADER.
TYPICAL TECHLINE DRIPPER LINE TUBING TO BE BURIED 4" BELOW FINISHGRADE IN LANDSCAPE AREAS (1" BELOW FINISH GRADE IN PLANTER POTS).
TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADERTO BE BURRIED MIN 12" BELOW GRADE.
AUTOMATIC LINE FLUSH VALVEPLUMBED TO PVC OR POLY.
LAYOUTISLAND
IRREGULAR AREAS: ODD CURVES SLOPE FEED LAYOUT
54" MAX.
ELEVATION
CHANGE
MANUAL LINE FLUSHING VALVE.
TECHLINE CV LATERAL TUBING.
LATERALS PARALLEL TO THE
CONTOURS OF THE SLOPE.
PVC EXHAUST HEADER.
TOE OF
SLOPE.
TOP OF SLOPE.
PVC SUPPLYHEADER.
REMOTE CONTROL
VALVE ASSEMBLY.
BOTTOM 13 OF SLOPE:CONVENTIONAL SPACING
PLUS 25%
TOP 13 OFSLOPE:CONVENTIONALSPACING.
TECHLINE MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE FLOW PER 100 FEET
TYPICAL DRIPLINE REQUIREMENTS FOR RECYCLED WATER
AIR RELIEFVALVE TO BE
LOCATED AT
HIGHEST POINT
OF SYSTEM
AIR RELIEF VALVE
DRIP IRRIGATION INDICATOR
5
AUTOMATIC FLUSH VALVE
1
2
3
4
5
6
7
FINISH GRADE;3" BELOW TOP OF LID
IN PLANTING BED WITH
MULCH, TYPICAL
1
VALVE BOX, PER
SPECIFICATIONS
2
AUTOMATIC LINE
FLUSHING VALVE
PER LEGEND
3
PRC REDUCER
ADAPTER S X 1/2" FPT
(SIZE AS REQ'D)
4
BRICK SUPPORTS
(THREE, TYPICAL)
5
3/4" GRAVEL SUMP;
1 CUBIC FOOT
6
PLUMBED TO PVC
LATERAL OR
EXHAUST HEADER
7
9" MIN.
NOTES:
A. INSTALL PER MANUFACTURE'S RECOMMENDATIONS.
B. INSTALL AT LOWEST POINT(S) ON A SYSTEM.
C. ALL VALVE BOXES TO INCLUDE 1/4" GALVANIZED STEEL WIRE MESH
AND FABRIC (FOR RODENT CONTROL) AND INCLUDE BOLTS AND
WASHERS (FOR BEEHIVE CONTROL).
1" MIN
6 DRIP INDICATOR
1
2
3
4
5
6
7
8
GPH DRIP INDICATOR1
LATERAL PIPE PER
PLAN
2
FTP CONNECTION
FROM LATERAL
3
4
FLEX TUBING; FLEXSG
OR EQUAL
5
FINISH GRADE PER
PLAN
6
ADJCENT MULCH IF
APPLICABLE
7
MARLEX STREET
ELBOW
8
4
SPIRAL BARB ELBOW
6
NOTES:
1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
2. CAN BE INSTALLED WITH RIGID PVC SYSTEM, PE TUBING, OR
EMITTER LINE.
3. VISUAL: 12" PURPLE POP-UP STEM. STEM RETRACTS WHEN
PRESSURE DROPS BELOW 10 PSI.
7
FLOW METER - 1"
1
2
3
4
7
8
9
10
11
5
126
13
10
11
13
5 77
3
12
6
3
1
13
12
4 5 77
2 269
1
8
13
4
NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A
MIN. OF 10 X PIPE DIA.
OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5
X PIPE DIA.
INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO
FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED
LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT
WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED
FOR PROJECT.
CALSENSE FLOW METERFM1U WITH UNIONCONNECTIONS
SCH 80 PVC FEMALEADAPTER (S X T)
RECTANGULAR VALVE BOXPER SPECIFICATIONS
SCH 80 PVC 45 DEGREEELBOW (S X S) TO LOWERMAIN LINE TO PROPERDEPTH (SIZE FOR LARGERMAIN LINE AS NEEDED)
SCH 80 PVC 45 DEGREEELBOW (S X S) TO LOWERMAIN LINE TO PROPERDEPTH
1" DIA. (25 mm) MAIN LINEAT INLET & OUTLET
MAIN LINE TO SYSTEM (SEELEGEND AND PLANS FORTYPE AND SIZE)
TWO WIRES TO FLOWSENSOR TERMINALS ATCONTROLLER. MIN. 18AWG-UF (2.08 mm2)SHIELDED WIRE WITHDIFFERENT COLOR FROMCONTROL/COMMON WIRE.
WEATHERPROOF WIRECONNECTOR
FINISH GRADE
SPECIFIED SOIL COVER(SEE LEGEND)
COMMON BRICK
GRAVEL BASE, 6" (15 cm)DEEP
PLAN VIEW
SECTION
FLOW
10 x PIPE DIA.
5 x PIPE DIA.
LEGEND:
1
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LI-2.2
1/2-INCH MALE NPT INLET (INCLUDED)
1/2-INCH 90-DEGREE ELBOW (INCLUDED)
1/2-INCH PVC SCH 80 NIPPLE (INCLUDED)
4-INCH BASKET WEAVE CANISTER (INCLUDED)
PURPLE LATERAL PIPE
FINISH GRADE
PURPLE PVC SCH 40 TEE OR EL
BUBBLER: 0.50 GPM (INCLUDED)
1
3
2
4
5
6
7
8
10
9
12
119121110
5
6
7
8
1 432
4-INCH PURPLE GRATE (INCLUDED)
ROOT WATERING SYSTEM (INCLUDES 0.50
GPM BUBBLER WITH RISER, PURPLE
GRATE, SWING ASSEMBLY, 1/2" MALE NPT
INLET, AND BASKET CANISTER)
OPTIONAL PEA GRAVEL OR RWS SANDSOCK (RWS-SOCK) FOR SANDY SOILS.SEE IRRIGATION LEGEND.
12-INCH SWING ASSEMBLY(INCLUDED)
INSTALL TWO OR THREE DEEP ROOTSYSTEMS PER TREE AS INDICATED PER PLAN.A.
LEGEND:
NOTE:
RECYCLED WATER DEEP ROOT WATERING SYSTEM
INSTALL DEEP ROOT SYSTEM(S) PER
MANUFACTURES SPECIFICATIONS.
B.
1
2"
12"
FINISH GRADE IN TURF AREAS
POP-UP ROTOR HEAD AND NOZZLE
WALK OR CURB
BUILDING WALL (WHERE APPLICABLE)
12
"
M
I
N
.
FINISH GRADE IN PLANTING AREAS
MULCH LAYER IN PLANTING AREAS
PURPLE PVC LATERAL (PER PLAN)
PVC TEE OR ELL (SXSXT)
LEGEND:
NOTES:
1
2
3
4
5
6
7
8
9
10
PVC STREET ELL (2 EACH)SIZE PER HEAD INLET
SCH.80 P.V.C. NIPPLE (2 EACH)SIZE PER HEAD INLET
2
3
1
1. ALL P.V.C. FITTINGS SHALL BE SCH. 40
EXCEPT WHERE NOTED.
2. ALL SCH.80 P.V.C. THREADS SHALL BE
WRAPPED WITH TEFLON TAPE ORRECOMMENDED BY MANUFACTURER.
8
10
9
7
6
5
4
11 PURPLE CAP FOR RECYCLED WATER
11
POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER
3" SPRAY DISTANCE
6" ROTOR DISTANCEA
A
3. PROVIDE PURPLE CAP FOR HEADS
USED IN RECYCLED WATER SYSTEM.
2
IRRIGATION DETAILS
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
TREES BOTANICAL NAME COMMON NAME CONT DETAIL
ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM MULTI-TRUNK 12`- 18` BTH
EXISTING TREE PROTECT IN PLACE EXISTING
SHRUBS BOTANICAL NAME COMMON NAME CONT DETAIL
AGAVE ATTENUATA FOXTAIL AGAVE 5 GALLON 1/LP-2.0
ALOE STRIATA CORAL ALOE 5 GALLON 1/LP-2.0
ALOE X `MOONGLOW`MOONGLOW ALOE 5 GALLON 1/LP-2.0
SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 15" o.c. 2/LP-2.0
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE 1 GAL 8" o.c. 2/LP-2.0
CYNODON DACTYLON BERMUDA GRASS SOD
ERIGERON KARVINSKIANUM SANTA BARBARA DAISY 1 GAL 24" o.c. 2/LP-2.0
SENECIO VITALIS BLUE CHALK FINGERS 1 GAL 12" o.c. 2/LP-2.0
PLANT SCHEDULE
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSDL-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-073 TRUNKS MIN.
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING
WORK.
2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO
BEGINNING WORK.
3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS
UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING.
4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY
OF CARLSBAD AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT.
5. CONTRACTOR SHALL NOTIFY CITY ENGINEER OF ANY DISCREPANCIES IN THE
EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK.
6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR
STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE
AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO
STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR
SHALL NOTIFY RESIDENT ENGINEER IMMEDIATELY OF ANY CONFLICTS IN
MAINTAINING DRAINAGE.
7. CITY ENGINEER SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT
OF ANY PLANT MATERIAL.
8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT,
ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL
REQUIRED BY THESE PLANS AND SPECIFICATIONS.
9. CONTRACTOR SHALL NOTIFY CITY ENGINEER FOR OBSERVATION AT THE
FOLLOWING TIMES:
--MAINLINE - PRIOR TO BACKFILL AND PRESSURE TEST
--LATERAL LINES - PRIOR TO BACKFILL
--CONTROL WIRES - PRIOR TO BACKFILL
--TREE LOCATIONS - PRIOR TO PLANTING
--IRRIGATION COVERAGE - PRIOR TO PLANT PLACEMENT
--PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING
--PRE-MAINTENANCE APPROVAL
--POST-MAINTENANCE/FINAL APPROVAL.
10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE
NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW.
11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL
TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY
CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN
FROM ENOUGH LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT
AN ADEQUATE CROSS SECTION OF CONDITIONS. TEST SHALL INCLUDE TESTS
FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K;
PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS,
LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH
RESIDENT ENGINEER WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN
APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO INSTALLATION.
BID MIX FOR SHRUB AREAS:
SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET:
- 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOG
NITRO MULCH'
- 20 LBS. GRO-POWER PLUS
- 100 LBS. GYPSUM
"SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE
SITE EXCEPT ON SLOPES GREATER THAN 3:1.
BID MIX FOR SHRUB BACKFILL:
PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS
FOLLOWS PER CUBIC YARD:
- 70% OF NATIVE SOIL
- 30% NITROGEN STABILIZED ORGANIC AMENDMENT
- 16 LBS GRO-POWER PLUS
- 2 LBS. FERROUS SULFATETHOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION
PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING
SURFACES AS STAINING WILL RESULT.
12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS.
UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/ OR
GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED
WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE
OR SHRUB STEMS.
13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED.
WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A
CONSISTENT ON CENTER , TRIANGULAR SPACING AS SPECIFIED IN LEGEND.
CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES.
14. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED
FROM PLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF
DISPOSAL. WHERE THE GRASS IS TO BE LOCATED, ALL ROCKS AND DEBRIS
ONE INCH (1") AND LARGER SHALL BE REMOVED FROM THE SITE TO A LEGAL
SITE OF DISPOSAL.
15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING
AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT
ORGANIC HERBICIDE TO WEEDS ONLY PER CITY OF CARLSBAD INTEGRATED
PEST MANAGEMENT PLAN. REPEAT PROCESS IF WEEDS PERSIST.
16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE
LANDSCAPE SPECIFICATIONS.
17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND
ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED.
18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY CITY ENGINEER DUE TO
CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING.
19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A
ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO
HARDSCAPE SURFACE OR AS INDICATED ON PLAN. ROOT BARRIER TO BE
MANUFACTURED BY "DEEPROOT" OR "BIO-BARRIER" OR EQUIVALENT.
20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12
MONTH SLOW RELEASE FORMULATION).
21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF
ADJACENT SHRUB STEMS.
22. REFER TO CONSTRUCTION PLANS FOR GRAVEL MULCH EXTENTS. "GRAVEL
MULCH" SHALL BE [LIST COLOR AND SIZE] BY DECORATIVE STONE SOLUTIONS.
CONTRACTOR TO SUBMIT SAMPLE TO CITY ENGINEER AND LANDSCAPE
ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
23. ALL PLANTING BEDS WITHOUT GRAVEL MULCH SHALL HAVE 3" (THREE INCH)
THICK MULCH LAYER. "MULCH" SHALL BE "CARLSBAD STUMP MIX" BY MB
ORGANICS. RATES AS SPECIFIED ON PLANS, FREE OF STICKS, STONES, CLAY
OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO CITY
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
24. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT
PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE
90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE
ESTABLISHMENT PERIOD.
25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND
DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD.
27. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE
AT ULTIMATE SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING
THROW ALONG WALKWAYS.
28. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO
THOSE OF THE PROJECT SITE.
29. THE CONTRACTOR SHALL BID THE FOLLOWING PLANT MATERIAL IN ADDITION
TO THE QUANTITIES LISTED IN THE PLANT LEGEND OR SHOWN OF THE PLAN:
-(2) 15 GAL SHRUBS
-(10) 5 GAL SHRUBS
-(20) 1 GAL SHRUBS/GROUND COVER
PLANTING NOTES
LP-1.0
PLANTING LEGEND AND NOTES
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
TREES BOTANICAL NAME COMMON NAME CONT DETAIL
ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM MULTI-TRUNK 12`- 18` BTH
EXISTING TREE PROTECT IN PLACE EXISTING
SHRUBS BOTANICAL NAME COMMON NAME CONT DETAIL
ALOE STRIATA CORAL ALOE 5 GALLON 1/LP-2.0
ALOE X `MOONGLOW`MOONGLOW ALOE 5 GALLON 1/LP-2.0
SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 15" o.c. 2/LP-2.0
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE 1 GAL 8" o.c. 2/LP-2.0
ERIGERON KARVINSKIANUM SANTA BARBARA DAISY 1 GAL 24" o.c. 2/LP-2.0
SENECIO VITALIS BLUE CHALK FINGERS 1 GAL 12" o.c. 2/LP-2.0
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-07
SDRSD
L-02
3 TRUNKS MIN.
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LP-1.1
LANDSCAPE PLANTING PLANS
OA
K
A
V
E
.
JEFFERSON AVE.
PLAN: OAK AVE AND JEFFERSON ST
PLANTING SCHEDULE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTINGPLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
TREES BOTANICAL NAME COMMON NAME CONT DETAIL
ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM MULTI-TRUNK 12`- 18` BTH
EXISTING TREE PROTECT IN PLACE EXISTING
SHRUBS BOTANICAL NAME COMMON NAME CONT DETAIL
AGAVE ATTENUATA FOXTAIL AGAVE 5 GALLON 1/LP-2.0
ALOE STRIATA CORAL ALOE 5 GALLON 1/LP-2.0
ALOE X `MOONGLOW`MOONGLOW ALOE 5 GALLON 1/LP-2.0
SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 15" o.c. 2/LP-2.0
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
ERIGERON KARVINSKIANUM SANTA BARBARA DAISY 1 GAL 24" o.c. 2/LP-2.0
SENECIO VITALIS BLUE CHALK FINGERS 1 GAL 12" o.c. 2/LP-2.0
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-073 TRUNKS MIN.
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LP-1.2
LANDSCAPE PLANTING PLANS
PI
N
E
A
V
E
.
MADISON STREET
PLAN: PINE AVE AND MADISON ST
PLANTING SCHEDULE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
TREES BOTANICAL NAME COMMON NAME CONT DETAIL
EXISTING TREE PROTECT IN PLACE EXISTING
SHRUBS BOTANICAL NAME COMMON NAME CONT DETAIL
AGAVE ATTENUATA FOXTAIL AGAVE 5 GALLON 1/LP-2.0
ALOE STRIATA CORAL ALOE 5 GALLON 1/LP-2.0
SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 15" o.c. 2/LP-2.0
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
ERIGERON KARVINSKIANUM SANTA BARBARA DAISY 1 GAL 24" o.c. 2/LP-2.0
SENECIO VITALIS BLUE CHALK FINGERS 1 GAL 12" o.c. 2/LP-2.0
SDRSD
L-02
SDRSDL-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LP-1.3
LANDSCAPE PLANTING PLANS
PI
N
E
A
V
E
.
HARDING STREET
PLAN: PINE AVE AND HARDING STREET
PLANTING SCHEDULE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
TREES BOTANICAL NAME COMMON NAME CONT DETAIL
ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM MULTI-TRUNK 12`- 18` BTH
EXISTING TREE PROTECT IN PLACE EXISTING
SHRUBS BOTANICAL NAME COMMON NAME CONT DETAIL
AGAVE ATTENUATA FOXTAIL AGAVE 5 GALLON 1/LP-2.0
ALOE STRIATA CORAL ALOE 5 GALLON 1/LP-2.0
ALOE X `MOONGLOW`MOONGLOW ALOE 5 GALLON 1/LP-2.0
SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 15" o.c. 2/LP-2.0
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE 1 GAL 8" o.c. 2/LP-2.0
ERIGERON KARVINSKIANUM SANTA BARBARA DAISY 1 GAL 24" o.c. 2/LP-2.0
SENECIO VITALIS BLUE CHALK FINGERS 1 GAL 12" o.c. 2/LP-2.0
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-073 TRUNKS MIN.
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LP-1.4
LANDSCAPE PLANTING PLANS
CH
E
S
T
N
U
T
A
V
E
.
ROOSEVELT STREET
PLAN: CHESTNUT AVE AND ROOSEVELT ST
PLANTING SCHEDULE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
CONTRACTOR TO REPAIR/REPLACE EXISTING
PLANTING AS REQUIRED TO MATCH EXISTING
ASSOCIATED WITH NEW HARDSCAPE
IMPROVEMENTS AS REQUIRED. PROVIDE NEW
1 GALLON GROUNDCOVER, 5 GALLON SHRUBS
AND SOD AS REQUIRED. PROVIDE 3" OF NEW
MULCH IN ALL DISTURBED PLANTING AREAS.
TREES BOTANICAL NAME COMMON NAME CONT DETAIL
ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM MULTI-TRUNK 12`- 18` BTH
EXISTING TREE PROTECT IN PLACE EXISTING
SHRUBS BOTANICAL NAME COMMON NAME CONT DETAIL
AGAVE ATTENUATA FOXTAIL AGAVE 5 GALLON 1/LP-2.0
ALOE STRIATA CORAL ALOE 5 GALLON 1/LP-2.0
ALOE X `MOONGLOW`MOONGLOW ALOE 5 GALLON 1/LP-2.0
SHRUB AREAS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 15" o.c. 2/LP-2.0
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING DETAIL
ERIGERON KARVINSKIANUM SANTA BARBARA DAISY 1 GAL 24" o.c. 2/LP-2.0
SENECIO VITALIS BLUE CHALK FINGERS 1 GAL 12" o.c. 2/LP-2.0
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-02
SDRSD
L-073 TRUNKS MIN.
DRAWN BY:LD, CB, CCCHECKED BY:JB PROJECT NO. 20-102DATE: 11/7/2023
5 10 20
1" = 10'-0"SCALE :
0
N
O
R
T
H
AIT
E
AT
FO C FILA O NR
S DATE
RENEWAL DATE
SIGNATURE
JEFF R E Y T .B ARRNo.
5
2
0
9
12-31-25
LICENS E D L A N D SCAPE ARC
H
I
T
E
C
T
VILLAGE AND BARRIO TRAFFIC CIRCLES
4015 525-6
11/7/2023
LP-1.5
LANDSCAPE PLANTING PLANS
CH
E
S
T
N
U
T
A
V
E
.
MADISON STREET
PLAN: CHESTNUT AVE AND MADISON ST
PLANTING SCHEDULE
DocuSign Envelope ID: 0CCEB1BF-31B9-4A84-BA2B-00A2D49F4623
1/3/2024