HomeMy WebLinkAboutDWG 548-6; 5035-5; Ponto Watermain Replacement; 01PONTO DRIVE
ESCALLONIA CTPH 1
NCTD R
A
I
L
W
A
Y
F
O
U
L
Z
O
N
E
DO NOT
E
N
T
E
R
NEWLY INSTALLED 10-IN PVC WATER MAIN
BY FCP RESIDENTIAL (DWG NO. 543-6)
PH 3
PH 2
7334
ESCALLONIA CT.
7336
ESCALLONIA CT.
10'
40'
20'
20'
VARIES
SEE CONTRACT APPENDIX
FOR INGRESS/EGRESS
ROUTE EAST OF RAILROAD
EXISTING 78-INCH STORM DRAIN STA. 1+00
STA
.
1
+
0
3
.
8
STA. 1+07.3
STA. 3+28.2
STA. 3+42.0
STA
.
3
+
7
7
.
7
EXISTING 15-INCH PVC SEWER5.10' T.P. 8-INCH PVC to F.S.
9.70' T.P. 8-INCH PVC TO F.S.
EXISTING 16-INCH OD (13.44-INCH ID) STEEL CASING TO
REMAIN. NO CASING SPACERS USED. CASING SEALED WITH
120-PSI CELLULAR CONCRETE AFTER PVC INSTALLATION.
CONNECT TO EXISTING 8-INCH PVC
HIGH DEFLECTION
COUPLING
ROMAC ALPHA COUPLING
ALIGNED WITH EDGE OF
WALL FOOTING
10 X 8 REDUCER
8-INCH 45-
DEGREE BEND
EXISTING 15-INCH
PVC SEWER
WALL
FOOTING
IMPROVEMENT PLAN FOR:
548-6
1 1
DZ
DP
PONTO WATER MAIN REPLACEMENT
MM
5035-5
ABBREVIATIONS
DESCRIPTION ABBREVIATION
LEGEND
DESCRIPTION SYMBOL
PROJECT SITE
VICINITY MAP
AVECOSTALA
B
L
V
D
C
A
R
L
S
B
A
D
RD
ALGA
PALOMAR AIRPOR
T
RD
EL
CAMI
N
O
RE
A
L
RA
N
C
H
O
SA
N
T
A
F
E
RD
POINS
E
T
T
I
A
LANE
AL
I
C
A
N
T
E
RD
EL
FU
E
R
T
E
OLIVENHAIN RD.
M
E
L
R
O
S
E
D
R
.
FARADAY
COLLEG
E
BL
V
D
P
A
S
E
O
DEL
NO
R
T
E
AVE
A
V
E
N
I
D
A
E
N
C
I
N
A
S
CANNON RD
MO
N
R
O
E
ST
CARLS
B
A
D
VILLAGE D
R
MARRON
TAMAR
A
C
K
AVE
RD
LAKECALAVERABUEN
A
VIS
T
A
LAGOO
N
AGUA HEDIO
N
D
A
LAGO
O
N
BATIQUITOS LAGOON
A
V
I
A
R
A
PKWY
POINSETT
I
A
LANE
LOCATION MAP
PROJECT SITE
BENCHMARK
BASIS OF BEARINGSWATER NOTES
POTHOLE DATA TABLE
1.CONSTRUCT INSERTION AND RECEIVING PITS TO REMOVE/INSTALL
PIPELINE, SHOWN APPROXIMATELY. INSTALL CONSTRUCTION FENCING
AROUND PORTION OF PIT WITHIN NCTD ROW.
2.REMOVE AND DISPOSE EXISTING GATE VALVE (STA. 3+33.8), WHARF
HEAD RISER (STA. 3+37.9) AND 20-FT OF EXISTING 8-INCH PVC MAIN.
3.REMOVE AND DISPOSE 8-INCH DIA. ACP, FITTINGS AND
APPURTENANCES.
4.CONSTRUCT 10-INCH DIA. FUSIBLE PVC PIPE (DR-14) .
5.CONSTRUCT MANUAL AIR RELEASE (MAR) VALVE PER CMWD W-10.
6.REPAIR PAVING PER COC GS-24 TO 28, MIN. 4-INCH AC OVER 4-INCH
AGGREGATE BASE.
7.REMOVE 90-DEGREE ELBOW FROM EXISTING 10-INCH GATE VALVE
(POxFLG) AND REMOVE 5.5 LINEAR FEET OF 10-INCH PVC PIPE,
90-DEGREE REDUCING ELBOW AND THRUST BLOCKS.
8.INSTALL 10-INCH 45-DEGREE FITTING (FLGxMJ), 45-DEGREE FITTING
(MJxMJ), AND THRUST BLOCKS PER CMWD W-19.
9.CONNECT TO EXISTING 8-INCH PVC WITH REDUCER (MJxMJ).
10.REMOVE EXISTING VERTICAL OFFSET FITTING AND INSTALL 10-INCH (DIA)
X 24-INCH (VERT) DUCTILE IRON VERTICAL OFFSET (MJxMJ). PROVIDE
1-FT MIN. VERTICAL SEPARATION BETWEEN WATER MAIN AND SANITARY
SEWER.
11.CONNECT TO EXISTING 10-INCH GATE VALVE (FLxPO)
12.CONSTRUCT 2-INCH BLOW OFF PER CMWD W-10.
CONSTRUCTION NOTES
1
2
3
4
5
6
7
Feet
0 20 40
EASEMENTS AND LICENSE AGREEMENTS
8
9
10
REFERENCE DRAWINGS
11
12
9/13/2024
4
AS-BUILT SET1
2
3
2
2
1
EAST SIDE CONNECTION DETAIL - NTS
1
3/2026 DZEAST SIDE CONNECTION TO EXISTING 8-INCH PVC UPDATED.3/2026 DP3/2026 MM 1
DZSURVEY DATA REPLACES NON_SURVEYED ELEVATIONS,
AND EXISTING STEEL CASING ID PROVIDED.
DP3/2026 MM 2
DZREVISE CASING DATA.DP3/2026 MM 3
DZLICENSE AGREEMENT NO. 62685 TERMINATED AND
REPLACED WITH LICENSE AGREEMENT NO. 2025-0283510,
DATED 7/15/2025
DP3/2026 MM 4
1
3/2026 3/2026
3/2026 3/2026
3/2026 3/2026
Docusign Envelope ID: 8E774EEA-6AD1-43F7-B0E0-7ADA56BDDA73
3/12/2026
3/12/2026