1986-27-WOSAN
DIEGUITO WATER DISTRICT
SAN DIEGO CO
NTY9
CALIFORNIA
PLANS FOR THE CONSTRUCTION
OF
PRINCEHC
PIPELINE
BOARD OF DIRECTORS
DIV. I - F B. W ESTON
DIV. 2 - R.E. WEIDNER
DIV. 3 - L. DASHIELL
DIV. 4 - CYNTHIA TOWNSEND
DIV. 5 - RALPH STONE
USE LANE
PROJECT
VOLUME I1 - DRAWINGS
OCTOBER
or
JAMES M. MONTGOMERY,
1986
ONSULTING ENGINEERS, INC.
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VICINITY MAP
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= \_L>` Gardens woxaiwt�t7 l Clot - 'i rir . - •
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LOCATION MAP
0 2
SCA LE IN MILES
SCALE: j SUBMITT D
DESIGN 28041 /o -3 -Av
PROQ,1ECT ENGINEER R.C.E. NO. DATE
AS SHOWN DRAWN RECOMMENDED
CHECKED � U�Q•�'C/ 2 31 - 9 /O -3-BL
JAMES M. MONTGOMERY R. C. E N0. D A T E
REV DATE BY DESCRIPTION u CONSULTING ENGINEERS, INC.
LIST OF DRAWINGS
TITLE SHEET
G -1 LIST OF DRAWINGS AND GENERAL CONSTRUCTION NOTES
1. PIPELINE PLAN AND PROFILE STATION 1 +00 TO STATION 10 +92
(PRINCE HOUSE LANE)
2. TYPICAL DETAILS
GENERAL CONSTRUCTION NOTES
il. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SAN DIEGUITO WATER DISTRICT
SPECIFICATIONS AND DRAWINGS, EXCEPT WHERE MODIFIED ON THE CONSTRUCTION
DRAWINGS AND SPECIFICATIONS.
2. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING
CONSTRUCTION, IN KIND.
3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS
INCLUDING FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND LANDSCAPING
DAMAGED DURING CONSTRUCTION.
4. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT SHALL BE + 0.1 FEET,
AS MEASURED BETWEEN COORDINATES.
5. ALL FITTINGS A14D VALVES, 4" AND ABOVE, SHALL BE BLOCKED AS SHOWN
IN DETAIL "E" SHEET 4.
6. ALL WATER SERVICE REPLACEMENT REQUIRED SHALL BE 2" PVC MEASURED
BETWEEN THE NEW MAIN AND THE METER BOX, INSTALLED AS PER SAN
DIEGUITO WATER DISTRICT STANDARD DRAWING NO. P -2 AND CONNECTED
TO EXISTING METER STOP, EXCEPT AS INDICATED IN THE PROJECT
SPECIFICATIONS.
7. LOCATE ALL UTILITY SERVICE LINES BY POTHOLING, PRIOR TO CONSTRUCTION
(WATER, SEWER, GAS, TELEPHONE, ELECTRIC, TV CABLE, ETC.).
8. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE FIELD
LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. INSTAL-
LATION AS PER S.D.W.D• STD. DWG. NO. P -1.
9. ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL WITH SHAFT AND
OPERATING NUT VERTICAL AND SHALL HAVE JOINT CONNECTIONS TO CAST
IRON FITTINGS AS SHOWN.
10. PROJECT BENCHMARK DATA:
1) STREET C.L. MON. 115' WEST OF INT. WEST LAKE STREET AND ENCINITAS
BLVD. STA. 21 +90.23 ELEV. 146.28' M.S.L.
APJ1,R0VED
JAMES M• MONTGOMERY - (STRICT MANAGE
CONSULTING ENGINEERK INC. APPROVED
2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037
11. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING
WORK. REPRESENTATIVES FROM APPROPRIATE UTILITIES SHALL BE NOTIFIED
48 HOURS PRIOR TO FIELD LOCATION.
WATER: SAN DIEGUITO WATER DISTRICT 753 -1145
SEWER: LEUCADIA COUNTY WATER DISTRICT 753 -0155
ENCINITAS SANITARY DISTRICT 753 -6639
GAS AND
ELECTRIC: S.D.G. & E. 235 -6323
SOUTH COUNTY GAS 496 -5712
TELEPHONE: PACIFIC BELL 298 -0595
CABLE TV: TIMES MIRROR TV CABLE CO. 942 -8883
UNDERGROUND SERVICE ALERT 1- 800 - 422 -4133
12. ALL SALVAGED MATERIALS SHALL BE RETURNED TO S.D.W.D.
13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES.
14. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36 INCHES.
15. ALL 2" MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL BE SET
DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC
COVER.
16. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL CONNECTIONS TO
EXISTING PIPE TO BE JOINED BY THE NEW PIPE, PRIOR TO COMMENCING
WORK.
17. FOR PVC CONSTRUCTION PROVIDE:
A. MECHANICAL JOINT FITTINGS & VALVES
E. A 3' - 3" PE x PE PIECE WHEREVER 3' - 3" MICA IS REQUIRED
FOR A.C. CONSTRUCTION
A _
DATE
DATE
DRAW1NG
SAN DIEGUITO WATER DISTRICT
PRINCEHOUSE LANE PIPELINE PROJECT
LIST OF DRAWINGS AND
GENERAL CONSTRUCTION NOTES
SHEET
G- I
OF 4 SHEETS
•
22
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LOCATION MAP
0 2
SCA LE IN MILES
SCALE: j SUBMITT D
DESIGN 28041 /o -3 -Av
PROQ,1ECT ENGINEER R.C.E. NO. DATE
AS SHOWN DRAWN RECOMMENDED
CHECKED � U�Q•�'C/ 2 31 - 9 /O -3-BL
JAMES M. MONTGOMERY R. C. E N0. D A T E
REV DATE BY DESCRIPTION u CONSULTING ENGINEERS, INC.
LIST OF DRAWINGS
TITLE SHEET
G -1 LIST OF DRAWINGS AND GENERAL CONSTRUCTION NOTES
1. PIPELINE PLAN AND PROFILE STATION 1 +00 TO STATION 10 +92
(PRINCE HOUSE LANE)
2. TYPICAL DETAILS
GENERAL CONSTRUCTION NOTES
il. CONSTRUCTION SHALL BE IN ACCORDANCE WITH SAN DIEGUITO WATER DISTRICT
SPECIFICATIONS AND DRAWINGS, EXCEPT WHERE MODIFIED ON THE CONSTRUCTION
DRAWINGS AND SPECIFICATIONS.
2. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING
CONSTRUCTION, IN KIND.
3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY IMPROVEMENTS
INCLUDING FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND LANDSCAPING
DAMAGED DURING CONSTRUCTION.
4. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT SHALL BE + 0.1 FEET,
AS MEASURED BETWEEN COORDINATES.
5. ALL FITTINGS A14D VALVES, 4" AND ABOVE, SHALL BE BLOCKED AS SHOWN
IN DETAIL "E" SHEET 4.
6. ALL WATER SERVICE REPLACEMENT REQUIRED SHALL BE 2" PVC MEASURED
BETWEEN THE NEW MAIN AND THE METER BOX, INSTALLED AS PER SAN
DIEGUITO WATER DISTRICT STANDARD DRAWING NO. P -2 AND CONNECTED
TO EXISTING METER STOP, EXCEPT AS INDICATED IN THE PROJECT
SPECIFICATIONS.
7. LOCATE ALL UTILITY SERVICE LINES BY POTHOLING, PRIOR TO CONSTRUCTION
(WATER, SEWER, GAS, TELEPHONE, ELECTRIC, TV CABLE, ETC.).
8. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE FIELD
LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. INSTAL-
LATION AS PER S.D.W.D• STD. DWG. NO. P -1.
9. ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL WITH SHAFT AND
OPERATING NUT VERTICAL AND SHALL HAVE JOINT CONNECTIONS TO CAST
IRON FITTINGS AS SHOWN.
10. PROJECT BENCHMARK DATA:
1) STREET C.L. MON. 115' WEST OF INT. WEST LAKE STREET AND ENCINITAS
BLVD. STA. 21 +90.23 ELEV. 146.28' M.S.L.
APJ1,R0VED
JAMES M• MONTGOMERY - (STRICT MANAGE
CONSULTING ENGINEERK INC. APPROVED
2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037
11. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING
WORK. REPRESENTATIVES FROM APPROPRIATE UTILITIES SHALL BE NOTIFIED
48 HOURS PRIOR TO FIELD LOCATION.
WATER: SAN DIEGUITO WATER DISTRICT 753 -1145
SEWER: LEUCADIA COUNTY WATER DISTRICT 753 -0155
ENCINITAS SANITARY DISTRICT 753 -6639
GAS AND
ELECTRIC: S.D.G. & E. 235 -6323
SOUTH COUNTY GAS 496 -5712
TELEPHONE: PACIFIC BELL 298 -0595
CABLE TV: TIMES MIRROR TV CABLE CO. 942 -8883
UNDERGROUND SERVICE ALERT 1- 800 - 422 -4133
12. ALL SALVAGED MATERIALS SHALL BE RETURNED TO S.D.W.D.
13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES.
14. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36 INCHES.
15. ALL 2" MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL BE SET
DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC
COVER.
16. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL CONNECTIONS TO
EXISTING PIPE TO BE JOINED BY THE NEW PIPE, PRIOR TO COMMENCING
WORK.
17. FOR PVC CONSTRUCTION PROVIDE:
A. MECHANICAL JOINT FITTINGS & VALVES
E. A 3' - 3" PE x PE PIECE WHEREVER 3' - 3" MICA IS REQUIRED
FOR A.C. CONSTRUCTION
A _
DATE
DATE
DRAW1NG
SAN DIEGUITO WATER DISTRICT
PRINCEHOUSE LANE PIPELINE PROJECT
LIST OF DRAWINGS AND
GENERAL CONSTRUCTION NOTES
SHEET
G- I
OF 4 SHEETS
0
to
(U
rf
N
to
E 1,687,000
_-t
Q
E1,686,750
ar.
Ln- j /
a
f
EXIST /— IETEP-S AS D/2,`FC TELL
BY S. D.W.D. SIMILAR TO STo pV1C 11j0. 3
c. 2. /=:-/20VIL)E l "SIC 0VEP- LAY 0vEiIZ EXIST,
f
AC 1A/E'ENT - E14TIoCE I- JI.)%N
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a
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N
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—
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i - RELEASE l°EP, S. D,
ll' S TL) . Dk.14 . NO. P - D E /, l0 8 (3 3 7.00
, �.
fl E C -1?00 ! EX /S T 3'�
!I
ATE VALVE
f
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a
as °? N lO ' EA SEMEN T C
N
'S X
—
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i - RELEASE l°EP, S. D,
ll' S TL) . Dk.14 . NO. P - D E /, l0 8 (3 3 7.00
, �.
fl E C -1?00 ! EX /S T 3'�
!I
ATE VALVE
f
i
EXIS r /Z'' i
W
J
IL AN
SC
LE l _ 50'
P E
A ROY D
SCALE:
SUBMITT E
DESIGNE /
L
P OJ T ENGINEER
2804 1 lo -3 44
R.C.E. N0, DATE
JAMES M. MONTGOMERY
TRICT MANAGER
ASSN -1O` ✓N DRAWN
RECD MENDED
4MENDE
CONSULTING
PaROVED
NGINEERS, INC.
o
z
1 3 7 /10# /e� � 1/�/�N6 CHECKED
JA S M. MONTGOMERY
23 29 /o_�8
R C E NO DATE
O
REV DATE BY DESCRIPTION
CONSULTING ENGINEERS, INC.
2255 AvENIDA DE LA PEA
A JOL_A, CALIFORNIA 92037
D
DATE
E1,687,000
r
i
I -
,a-
STATION -
ZE/MOYE EXIST El ler CA 1='
TH2LIST BLOCK BIND COI�I/,
TO EX /ST 8''pvc
E 1,686,750
DRAWINg
SAN DIEGUITO WATER DISTRICT
PRINCEHOUSE LANE PIPELINE PROJECT
PIPELINE PLAN AND PROFILE
STA. 1 +00 TO STA. 10 +92
SHEET
I
Of 4 SHEETS
i
TRENCH W/D rH
5 CONT. `1
AS SHOWN
N
CONCRETE
(SEE SPEC.)
CONCRETE EN"5EMEly
IV4 TIES 024"
VQ.C.
SET 3"ABOVE GRADE IN
SET FLUSH IN PARKWAY S SIMILAR
PAVED AREAS AREAS 1--FINISH GRADE
/2 "MAX
2 -0 "SOUARE CONCRETE PAD---
PROVIDE VALVE STEM
EXTENSION WHERE DEPTH
TO OPERATOR EXCEEDS 5 "
( SEE DETAIL BELOW)
6" CLASS 100 AC PIPE
REDWOOD BLOCKS
2 -2x2 "x 12 ''LONG
CRUSHED ROCK
GATE VALVE INSTALLATION
II
2' MIN.
I/8 FL A T Pl .
CENTERING GUIDE r
V8"
NO TE.'
Pr ,>vide protective cooling to
exterior surface of valve body
in accordance with specs.
8 k2 " I D. TRAFFIC BOX WITH
CAST IROJI FRAME AND COVER
MARKED S. D. W. D. AS MFG. BY
SOUTH BAY FOUNDRY NO. SBF
1208 OR EQUAL
2 All SOUARE
)PERAr /NG NUT
I - V4 "D /A. S TEFL SHA F T
EXTENSION MACHINE
TO MATCH NUT
ADAPTOR r0 FIT AWWA
SOUARE NUT
PAINT Pl
S.O. W. D.
4 „ to
FILL£C
128
ICA
/00 % OF
90 • ELL
/00
WEIGHT OF CONCRET,
TO RESIST /00'11 OF
TOTAL THRUST
ITIM
FIRE HYORANT
1N-57AL LATIOAI
AS PER S.O. W.O.
C
2 P05T5 PER 0
NiDRANI CTYI°� �Iv
STREET S /DE�
PL4N
0000 P5. /. CCCyYCRETE
75 °X OF rEE
TYP.
75%
f�
t
M 75 % Aii .
PLUG OR CAP
NOTE:
ARROWS ( -1 INDICATE
THRUST DIRECTION LENGTH
18 318" TIE ROD TYP
5° MAX.
DEFL EC rION /JOINT
FOR PIPES 3 12 "
8 3 0MAX. I4"-24"
"m
50%
50% 50% 50%
CURVE THRUST BLOC ING
VA.C.
75 y, 75 `X.
75 X.I. q 75 % OF rEE
TYP
}
.. UND /S TUIll
° EARTH TYP
/00 `Y, OF
• TEE /00 110
*A:
NO TE ~�
FIGURE(1009e)AT TH UST BLOCK INDICATES
PER CENT OF TOTAL HRUSi TO BE APPLIED
FOR BEARING AREA
2 -5 BARS JL
V ER T /CA L BEND
NOTE
CONC. FOR THRUS r BLOCKS
TO BE 4?000 P. S. /.
/00 JL' OF rEE
VALVE
TIE RODS
CARDBOARD
SEPARATOR
P
O
/00 /o
'c7-:0.
VALVE IF H`OWNJ
ON PL AN
�EAD-END
TRENCH WIDTH
MIN.. PIPE 0. D + 12
MAX.. PIPE_ O D 4 20 "
C ll I = O
e 111 =111
COMPACTED
BACKFIL L
- SEE SPECS.
I 2
=o 3/4
l- MIN 71
o Q
Q.
°
_ 2
i 4il � d/
1�- N
W
Q W W
hp ti �/1
�: CL W
2 a V)
-4"BEDDING
SEE SPECS.
PI CA L TRENCH/ 5ECT /ON
THRUST PER PS l OF WA TER
PRESSURE A T VARIOUS F/ T T/NGS
PIPE
SIZE
DEAD END
OR rEE
90•
ELBOW
45•
ELBOW
2? - / /2•
ELBOW
4
19
27
15
7
6
39
55
30
15
B
67
94
51
26
/O
1 /09
154
84
4 3
12
155
218
119
61
14
210
296
161
82
16
272
383
209
106
18
351
494
269
137
2 0
434
611
333
169
24 1
623
878
478
244
EXAM PL E
8 - /NCH 90 • EL BOW, PRESSURE = 2001 b. / SO. F T.
FROM TABLE THRUST= 94 x200 z18,800 /b.
ASSUME BEARING STRENGTH OF SOIL = 2000 /b. /SO. F r
/8,800 z9.4 So Fr = AREA OF BEARING REQUIRED.
2000 FOR THRUST BLOCK.
S /DE THRUST PER /00 lb. /50. /N. PRESSURE
PER DEGREE OF DEFL EC 7/ON
PIPE SIZE
SIDE THRUST - /b.
PIPE SIZE
SIDE THRUST
/b.
4
35
14
377
6
72
16
486
8
/22
18
665
/0
197
20
790
12
278
24
1150
MULT /PL Y THRUST BY DEGREE OF DEFL ECr /ON TO OBTAIN rO rAL THRUST
NOTES
I. IN USING THE ABOVE TABLES, USE THE MAX /MUM /NrERNAL PRESSURE
ANTICIPATED (i.e. HYDROSTAT IC TEST PRESSURE, POSSIBLE SURGE
PRESSURE DUE TO PUMP SHU r- OFF, ETC.
2. SEE SOIL S REPOR r FOR BEARING STRENGTH OF SOIL. IN THE ABSENCE
OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM C AY) CAN
BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 PS. F
I. ALTI- RNATIVE TRLNCII SECTIONS IA.B and C) ARE FOR
USI ONLY WHERE STABLE. COMPACT SOIL CONDITIONS
L \IST:
A. Vertical trench walls- Section (A
1. For depths up to 5 feet. no reach support is required.
2. For depths exceeding 5 feet, shoring or solid sheathing is
required.
B. Sloping trench wills-Section
1. Sloping trench will section shall not he used without
appr(wal of entil unless specifically designated on
plans or In specifications.
2. Except as approved by engineer, unsupported sloping
trench walls shall not be steeper than 3/4 horiz. to I vert.
C. Combination of vertical and sloping trench walls- Section
I. Trench depths not exceeding 5 feet shall have vertica
walls in pipe zone unless otherwise approved by engineer,
or wherC specified.
2. For trenches with combined walls and any depth
exceeding 5 feet. design calculations by a registered civil
engineer and approval by governing agency of support
methods are required.
2. WHERE WET, UNSTABLE OR RUNNING SOIL IS
LNCOUNTLRED. SOLID NHEATHING IS RLQUIRLD FOR
ALL VERTICAL TRENCH WALLS.
*AOViLf LEArz r# Cr
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lYh $GALE otawN / N 1 .c. N OA JA ME !� M. O N TGOME RY .DISTRICT MANAGER � � /' DATE PRINCEHOUSE LANE PIPELINE PROJECT
REC YMENDED CONSULTING E GINEERS, INC. A!•�ROtIED 2
87 NDl� re Ka�eD o,eA w / �/ t�►+E�KEi��``'`'�a,..�,� � �'t� 2 312 9 io- 3-d c TYPICAL. DETAIL S
IM. R. C. E NO. � A T E 2255 AVENIOA DE LA PLAYA, LA JOLLA, CALIFORNIA 9Y037 D A T E
REf DATE t1► DESCRIPTION CONSULTING ENGINEERS. INC. Of 4 SHEET'!