HomeMy WebLinkAbout2034-2_1bumm IT
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CASE I
NEW SEWER
Zone •'A" ,
Zone Special \
"8" Permission
special
Pipe
69 ----r-- 3'
WATER MAIN INSTALLATION DETAILS
CASE 2
E NEW `'TATER MAIN
, - 1
1 /
r
V
c
Zone "A' Zone
N
Ili
l Spec
Pip
SI' 3 -� <- 6
I P..
u Special
rermission
a`
Note: Zones identical on either side of center lines.
Zone "P" is a prohibited zone, Section 64630 (e) (2) California
Adminislranye Code, Tille; 22
r
Figure I - PARALLEL CONSTRUCTION
Case 2: New Water Pains being Installed (Figures 1 and 2)
Zone
A No water trains parallel to sewers shall be constructed witho6t
approval from the health agency.
B If the sewer paralleling the water main does not n-eet the Case 1,
Zone B, requirements, the water main shall be -constructed of:
1. Luctile iron pipe with hot dip bitmjinous'coating.
2. Dippe4'and_wrapped one -fourth -inch -thick welded steel pipe. -
3. Cla5s,200, Type II, asbestos -cement pressure pipe. ,
4. Class 200 pressure rated plastic water pipe, (DR 14'per AWWA C900)
or equivalent.
5. Reinforced concrete pressure pipe, stgel cylinder type, p:pr AW -WA
(C300-74 or C301-79 or C303-70).
r
C If the sewer crossing the water maim does not meet the Case ii, Zone C,
requirements, the water main shall have no joints in Zone C and be con-'
struc.ted of:
1. Cuctile iron pipe with hot dip bituminous coating.
2. Gipped and wrapped one -fourth -inch -thick welded steel pipe.
3. Class 200 pressure rated plastic water pipe (DR 14 per Ar VA C900)
or equivalent.
4� Reinforced concrete pressure pipe, steel cylinder type, per A'r.r,A
(d300-74 or C301-79 or 0303-70).
D If the sewer crossing the water main does not meet the requirements
for Zone D, Case 1, the water main shall have no joints within four
feet from either side of the sewer and shall be constructed of:
1. Ductile iron pipe with hot dip bituminous coating.
2. Dipped and tir tipped one -fourth -inch -thick welded steel pipe.
3. Class 200 pressure ratgd plastic water pipe (CSR 14 per AWA C900)
or equivalent.
4. Reinforced concrete pressure pipe, steel cylinder- type, per Al -&;A
(C300-74 or 0301-79 or C303-70).
SCHEDULE OF DRAWINGS
CASE I
NEW SEWER
TITLE SHEET
2.-
/ Zone C"
230
ESTIMATES, MISCELLANEOUS DETAILS
I No Joints )
MISCELLANEOUS DETAILS.
4.-
Zone "C"/ Zone
5.-
WATER MASTER PLAN
Pipe
SYSTEM P & I DIAGRAM
7.-
%Special
S -
Zone , P"
No Joints In Sewer
+
j
Zone � r+..P.,
' I Zone "0I Zone�I �-
II , , t, �Spe6ol Pipe E - No Joints In Sewer
Note "P' iso prohibited
construction zone
CASE 2
NEW WATER MAIN �
ot.► SKEET 3 3 - 3�..
_ 1
t "Zone No Joints In Water Mai-
_ << r
Zone =P"
6' �- 4' S 4 6' --�
15.-
BRIDLEPATH DR. STA. 17.00 TO 38+50.62
Zone --I=_ 'P"
4
_
/// /
I 11C
Zone
Special r Pipe \\\
/
`-- No Joints to t:oler R:
Figure Z - CROSSINGS
Case 2: New Water Pains being Installed (Figures 1 and 2)
Zone
A No water trains parallel to sewers shall be constructed witho6t
approval from the health agency.
B If the sewer paralleling the water main does not n-eet the Case 1,
Zone B, requirements, the water main shall be -constructed of:
1. Luctile iron pipe with hot dip bitmjinous'coating.
2. Dippe4'and_wrapped one -fourth -inch -thick welded steel pipe. -
3. Cla5s,200, Type II, asbestos -cement pressure pipe. ,
4. Class 200 pressure rated plastic water pipe, (DR 14'per AWWA C900)
or equivalent.
5. Reinforced concrete pressure pipe, stgel cylinder type, p:pr AW -WA
(C300-74 or C301-79 or C303-70).
r
C If the sewer crossing the water maim does not meet the Case ii, Zone C,
requirements, the water main shall have no joints in Zone C and be con-'
struc.ted of:
1. Cuctile iron pipe with hot dip bituminous coating.
2. Gipped and wrapped one -fourth -inch -thick welded steel pipe.
3. Class 200 pressure rated plastic water pipe (DR 14 per Ar VA C900)
or equivalent.
4� Reinforced concrete pressure pipe, steel cylinder type, per A'r.r,A
(d300-74 or C301-79 or 0303-70).
D If the sewer crossing the water main does not meet the requirements
for Zone D, Case 1, the water main shall have no joints within four
feet from either side of the sewer and shall be constructed of:
1. Ductile iron pipe with hot dip bituminous coating.
2. Dipped and tir tipped one -fourth -inch -thick welded steel pipe.
3. Class 200 pressure ratgd plastic water pipe (CSR 14 per AWA C900)
or equivalent.
4. Reinforced concrete pressure pipe, steel cylinder- type, per Al -&;A
(C300-74 or 0301-79 or C303-70).
SCHEDULE OF DRAWINGS
tars
GENERAL NOTES FOR WATER SYSTEM
I. THE ENTIRE 'MATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND
REQUIREMENTS OF. THE CITY OF FONTAMA .
2. ALL WATER m,AINS SHALL BE INSTALLED WITH 30" MINIMUM COVER.
3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM
I5 130 • P,S.1- P.S.I.. RESPECTIVELY.
4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE
FOOTHILL FIRE DISTRICT STANDARDS AND SPECIFICATIONS.
5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER
COMPLETION OF PAVING.
6, A11 water lines shall be cement mortar line and
coated with lining, coating, and steel cylinder as
specified herein.
-7, SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS
NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT.
8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY
WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT
INSTALLATIONS OF THE PROPOSED WATER SYSTEM.
9. WATER METERS TO BE 40 /VOMQ
10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER
SYSTEM PRESSURE EXCEEDS 80 P.S.I. CSEE NOTE 03).
It. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL
CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE,
TITLE 22, SECTION 64630-C.
12. .PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRI.JCTED WATER LINE,
TESTING AND OISIM FECTIOM SHALL BE PERFORMED TO COMPLY WITH THE
PROVISIONS 1W:5ECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT -
STANDARD SPECIFICATIONS AND THE CONTRACT DOCUMENTS.
13. ANY CONTRACTOR PERFORMING WORK OW ANY PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
THESE PLANS.
14. A PERMIT GILL BE REQUIRED FROM THE CITY OF FONTANr.A
DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN'THESTREET RIGHT-OF-WAY.-
15.
IGHT-OF-WAY:15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT"
DRAWINGS TO THE CITY of FONTA tJA .
16. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION
SNALL BE REPORTED TO THE CITY OF FLI�ITANA .
17. CONTRACTOR SHALL NOTIFY THE C E rY OF F O N TA NA AT
LEAST 48 HOURS PRIOR TO'THE STARTAIr CONSTRUCTION.
18. APPROVAL OF THIS PLAN BY THE CITY OF FONTANA DOES -
NOT CONSTITUTE A REPRESENTATION -OF THE ACCURACY OR THE EXISTENCE
OF ANY UNDERGROUND FACILITY.
19. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED DOUBLE CHECK ASSEMBLY
INSTALLED AS A MINIMUM BACKFLOW PROTECTION REQUIREMENT,
20. CONTRACTOR WILL SOLID WELD ALL JOINTS THROUGHOUT A CURVE IF THE RADIUS
IS LESS THAN 4551 FOR 401 LENGTHS OF PIPE AND 2661 FOR 201 LENGTHS OF PIPE.
?_I. AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 1,000 FEET
AHEAD OF TRENCHING, CONTRACTOR SHALL EXCAVATE, EXPOSE,
AND DETERMINt ("POTHOLE") THE EXACT LOCATION AND DEPTH OF
EACH AND EVERY POTEN'FIAL INTERFERENCE AND CONNECTION,
INCLUDING, BUT NOT LIMITED TO, ALL FACILITIES SHOWN
SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR
WHICH HAVE BEEN MARKED BY 'THEIR RESPECTIVE OWNERS.
CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO
PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL
NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME
EXTENSION. plpZ- CURVE BATA
FIRE SIZE
AWN. RADIUS FOR PIPE L EA1c� TH
I.- 1.
TITLE SHEET
2.-
LOCATION MAP, SCHEDULE OF DPAWINGS, NQTES & QUANTITY
230
ESTIMATES, MISCELLANEOUS DETAILS
3.-
MISCELLANEOUS DETAILS.
4.-
MISCELLANEOUS DETAILS & FLOW CONTROLLER DETAIL
5.-
WATER MASTER PLAN
6.-
SYSTEM P & I DIAGRAM
7.-
CHERRY AVE., STA 10+00 TO 33+00
S -
CHERRY AVE., PROFILE, STA 10+00 TO 33+00 '
9.-
CHERRY AVE., STA 33+00 TO 54+00
/D-
CHERRY AVE., PROFILE, STA 33+00 TO 54+00
�LIM"UArLo / Z"1AZM 2rrff-,R ICAC L/A/E � 01`� SW 2 250 C C- 3, I
CHERRY AVE., PROFILE, STA 54+00 TO.60+34x58
/2
CHERRY AVE., PROFILE, STA 54+00 TO 60+34.58
/3. -AXI&EPa"'/" T PA al[.l DR. , STA 10+00 TO 26+25.15
ot.► SKEET 3 3 - 3�..
BRIDLEPATH DR., STA. 10+00 TO 17+00
14.9,e1VL.tA4 "PPO 09 DR. PROFILE, STA 10+00 TO 26+25.15
BRIDLEPATH DR. PROFILE, STA 10+00 TO 17+00
15.-
BRIDLEPATH DR. STA. 17.00 TO 38+50.62
/40- -
BRIDLEPATH DR. PROFILE, STA. 17+00 TO 38+50.62
25
BRIDLEPATH DR-. STA. 38+50.62 TO 52+30.39
6XIP& NfhL "TTT En" DR. STA, 52+30.39 TO 59+94.34
18-
BRIDLEPATH DR. PROFILE, STA 38+50,62 TO 52+30.39
13R/flZ_rfWTy DR, PROFILE, STA. 52+30.39 TO 59+94.34
FOXBOROUGH DR:, STA 10+00 TO 27+73.82
RESERVOIR RD.
20-
UTILITY EASEMENT PROFILE & TRAILHEAD DR. PROFILE
2/-
FOXBOROUGH DR. PROFILE, STA 10+00 TO 20+30.92
FOXBOROUGH DR. PROFILE, STA 24+00 TO 27+73.82 N.
154- a 5
FOXBOROUGH DR., STA 27+73.82 TO 47+69.60
95
FOXBOROUGH DR. PROFILE, STA 27+73.82 TO 47+_69.60
24 -
TRAILHEAD DR., STA 4+41.88 TO 10+00
FOXBOROUGH DR., STA 47+69.60 TO 58+62.94
05-
FOXBOROUGH DR. PROFILE, STA, 47+69.60 TO 58+62.94
;?(0.-
FOXBOROUGH DR. PROFILE, STA. 58+62.94 TO 79+62,73
2.7--
FOXBOROUGH DR. PROFILE, STA, 58+62.94 TO 77+16.48
28 -
SUMMITT AVE. STA 10+00 TO 30+00
FOXBOROUGH DR. EXTENSION & FIRE ACCESS RD.
3 d-
FOXBOROUGH DR. PROFILE
3I.-
FIRE ACCESS RD, STA. 13+75.27 TO 37+00.78
39.-
HISTORICAL SITE & FIRE ACCESS ROAD PLAN
33 34P
M(5C . DETAIL5.
tars
GENERAL NOTES FOR WATER SYSTEM
I. THE ENTIRE 'MATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND
REQUIREMENTS OF. THE CITY OF FONTAMA .
2. ALL WATER m,AINS SHALL BE INSTALLED WITH 30" MINIMUM COVER.
3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM
I5 130 • P,S.1- P.S.I.. RESPECTIVELY.
4. FIRE HYDRANT LOCATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE
FOOTHILL FIRE DISTRICT STANDARDS AND SPECIFICATIONS.
5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER
COMPLETION OF PAVING.
6, A11 water lines shall be cement mortar line and
coated with lining, coating, and steel cylinder as
specified herein.
-7, SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS
NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT.
8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY
WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT
INSTALLATIONS OF THE PROPOSED WATER SYSTEM.
9. WATER METERS TO BE 40 /VOMQ
10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER
SYSTEM PRESSURE EXCEEDS 80 P.S.I. CSEE NOTE 03).
It. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL
CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE,
TITLE 22, SECTION 64630-C.
12. .PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRI.JCTED WATER LINE,
TESTING AND OISIM FECTIOM SHALL BE PERFORMED TO COMPLY WITH THE
PROVISIONS 1W:5ECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT -
STANDARD SPECIFICATIONS AND THE CONTRACT DOCUMENTS.
13. ANY CONTRACTOR PERFORMING WORK OW ANY PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
THESE PLANS.
14. A PERMIT GILL BE REQUIRED FROM THE CITY OF FONTANr.A
DEPARTMENT PRIOR TO ANY CONSTRUCTION WITHIN'THESTREET RIGHT-OF-WAY.-
15.
IGHT-OF-WAY:15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT"
DRAWINGS TO THE CITY of FONTA tJA .
16. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION
SNALL BE REPORTED TO THE CITY OF FLI�ITANA .
17. CONTRACTOR SHALL NOTIFY THE C E rY OF F O N TA NA AT
LEAST 48 HOURS PRIOR TO'THE STARTAIr CONSTRUCTION.
18. APPROVAL OF THIS PLAN BY THE CITY OF FONTANA DOES -
NOT CONSTITUTE A REPRESENTATION -OF THE ACCURACY OR THE EXISTENCE
OF ANY UNDERGROUND FACILITY.
19. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED DOUBLE CHECK ASSEMBLY
INSTALLED AS A MINIMUM BACKFLOW PROTECTION REQUIREMENT,
20. CONTRACTOR WILL SOLID WELD ALL JOINTS THROUGHOUT A CURVE IF THE RADIUS
IS LESS THAN 4551 FOR 401 LENGTHS OF PIPE AND 2661 FOR 201 LENGTHS OF PIPE.
?_I. AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 1,000 FEET
AHEAD OF TRENCHING, CONTRACTOR SHALL EXCAVATE, EXPOSE,
AND DETERMINt ("POTHOLE") THE EXACT LOCATION AND DEPTH OF
EACH AND EVERY POTEN'FIAL INTERFERENCE AND CONNECTION,
INCLUDING, BUT NOT LIMITED TO, ALL FACILITIES SHOWN
SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR
WHICH HAVE BEEN MARKED BY 'THEIR RESPECTIVE OWNERS.
CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO
PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL
NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME
EXTENSION. plpZ- CURVE BATA
FIRE SIZE
AWN. RADIUS FOR PIPE L EA1c� TH
10 FT,
2D FT
40 FT
,6«
230
460
92/
12"
356
712
1, 424
1611
462
924
It84.S
NOTE: o
ALL THE BLOWOFF PIPING SHALL BE 4" EXCEPT FOR 8" PUMPER WELL
NOTE: NO GATE VALVE TO BE INSTALLED IN X -GUTTERS
RECORD DRAWING,&
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use for
construction, J.P. KAPP & Assoc. is not responsible. -for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified' by the parties that
intend to use same.
AS CONSTRUCTED INFORMATION
PER A.S. PEICH, INC.
I . I
IN AS CONSTRUCTED INFORMATION
1 / CONSTRUCTION
N?30 9'PER RI ARD � Exp9-30o3
a RECUR'D 7DRAIN INGS `'�3at!g8Of !tyys, d -o-- Cfvl�
8
/z of CA1�
P9 L; I t p! if l J f; X • f f -�' "` r' .1,
8
IEpIs���N+Y FIR7AGENCY
Piiyc� N
q• �� � �� 4
�., -
�� r�m)��trf, a `-� d
ed
{ i
lJ Y
Hunter" s Ridge
Onsite Water System
1,R � & aSSOCIAT ,1Nc. N A
CALIFORNIA -. ,UN BY DATEAPP. BY
PUBLIC WORKS DEPARTMENT M11160 BY
_ --'Oro.n byt CONST. NOTES & QUANTITY EST. REVISION APP.
CIVIL ENGINEERS, STRUCTURAL ENGINEERS,
LAND PLANNERS, & SURVEYORS SCHEDULE OF DRWGS, STMT Oow''
-= --- 15892 PASADENA AVENUE Daar9nod by: GENERAL NOTES, LOCATION MAP, Qat t _ TRACING IDWORn�
TIN, CALIFORNIA 92680 • (714 730-5757 �e -- -
AND SHEET'S INDEX , .....
bill
ChAckad by:19 /1 ry �•�•Z•f�.,
J.P. KAP 11
R.C.E. 22015 DATE as _ 1,, SHEET 2 OF 3 (p S14FETs
- - - - - . ENGINEE��R.C. E.
r;
LATER PI AN SHf:i T ? - F;�' rn.,P71 Pr a IS4nni iis.Rp 64-rlan-AA 1Ptiq PM / ir',4nni-f19-17�5'
7
_4
MB�2 AL c ?'HE 5 EE S
11,y5 1 JW
I I -3w o,
r-1 %�
Mo.
AP4EV1916I A/S C®,A1 'D .
nAge PNo -
,a4r,E
Ac 1D)
RECORD DRAWING DATA ADDED "PHASE 1 "
10 q 9 �'alYl
REVISIONS ENG.
NO. DESCRIPTION DATE : APP'D DATE:
CITY
APFT
_ y
J
,eexlsx�;p quAAl r?rY o� ,ql �'M• ��� 3 -!
+�*f
V.
�LIM"UArLo / Z"1AZM 2rrff-,R ICAC L/A/E � 01`� SW 2 250 C C- 3, I
-12
@--.CONSTRUCT THRUST BLOCK PER STD. DWG.
%?f 9! C G -. ► •
`�1:��-
ot.► SKEET 3 3 - 3�..
! UR.0JATED ge RCl/. 4WANTI TI4-S .
CONSTRUCT 8" 5014P FLANGE-
�-/
P9 L; I t p! if l J f; X • f f -�' "` r' .1,
8
IEpIs���N+Y FIR7AGENCY
Piiyc� N
q• �� � �� 4
�., -
�� r�m)��trf, a `-� d
ed
{ i
lJ Y
Hunter" s Ridge
Onsite Water System
1,R � & aSSOCIAT ,1Nc. N A
CALIFORNIA -. ,UN BY DATEAPP. BY
PUBLIC WORKS DEPARTMENT M11160 BY
_ --'Oro.n byt CONST. NOTES & QUANTITY EST. REVISION APP.
CIVIL ENGINEERS, STRUCTURAL ENGINEERS,
LAND PLANNERS, & SURVEYORS SCHEDULE OF DRWGS, STMT Oow''
-= --- 15892 PASADENA AVENUE Daar9nod by: GENERAL NOTES, LOCATION MAP, Qat t _ TRACING IDWORn�
TIN, CALIFORNIA 92680 • (714 730-5757 �e -- -
AND SHEET'S INDEX , .....
bill
ChAckad by:19 /1 ry �•�•Z•f�.,
J.P. KAP 11
R.C.E. 22015 DATE as _ 1,, SHEET 2 OF 3 (p S14FETs
- - - - - . ENGINEE��R.C. E.
r;
LATER PI AN SHf:i T ? - F;�' rn.,P71 Pr a IS4nni iis.Rp 64-rlan-AA 1Ptiq PM / ir',4nni-f19-17�5'
7
_4
CONSTRUCTION NOTES AND
QUANTITY ESTIMATES:
EA. L. F.
1. CONSTRUCT 12" I.D. STEEL PIPE, CML &-
C, 10 GAUGE MIN.
12,597
CONSTRUCT "X12 "X8" TEE
17
-12
@--.CONSTRUCT THRUST BLOCK PER STD. DWG.
91 A3
ot.► SKEET 3 3 - 3�..
CONSTRUCT 8" 5014P FLANGE-
�-/
25
-
CONSTRUCT 16 ".X16"X8" TEE
3
6. CONSTRUCT 8" I.D. STEEL PIPE, CML &
C, 10 GAUGE MIN.
- 14 7($
�7 -- CONSTRUCT 6" FIRE HYDRANT PER STD.
154- a 5
DWG. OW 5WZET 153- 3(o.
$ . CONSTRUCT 16" GLIND FLANGE.
1
9. CONSTRUCT 12" GATE VALVE W/ COVER
,3O
PER STD. DWG. ON SHEET' 33•-3Ca
10 CONSTRUCT 8" GATE VALVE Wl COVER
PER STD. DWG. ON SHEET 33-- Sia,
50.
11 CONSTRUCT 811 - 900 BEND
5
12. CONSTRUCT 12" - 900 BEND
5
13 CONSTRUCT 12"X8"•ECCENTRIC REDUCER
5
14 CONSTRUCT 16"X12" ECCENTRIC REDUCER
Q
15 CONSTRUCT 12"X12"X12" TEE
2
16. CONSTRUCT 12" RLIND FLANGE.
1
17 CONSTRUCT 16" I.D. STEEL PIPE, CML &
5•-� ;
C 10 GAUGE MIN.
18 CONSTRUCT 8" - 450 BEND
4.3
19 CONSTRUCT 16"X16"X12" TEE
1
20 CONSTRUCT 16" - 900 BEND
14
21 CONSTRUCT 16" BUTTERFLY VALVE
Qj
23 CONSTRUCT 16"X16"X12"X12'' CROSS
2
25 CONSTRUCT 8"X8"X8" TEE
8
29. CONSTRUCT PRESSURE REDUCING- STATION
PER DETAIL ON SHEET 3.
31 CONSTRUCT 12" BUTTERFLY VALVE" PER DETAIL
2 -
%� 32 CONSTRUCT AIR RELEASE AND VACUUM VALVE
PER DETAIL ON SHEET 53'-.3C0
a12St�E•{M(j
STRBLY
1 t EE .
,(j39 tt)I UCT I fes/' X L 61` X L (0 1
a 45 CONSTRUCT 12" -,450 BEND
I
2-1
�! 46 CONSTRUCT 16" - 450 BEND
16
47 CONSTRUCT 8" - 11 1/40 BEND
2
48 CONSTRUCT.8" - 22 1/20 BEND
2
49 CONSTRUCT 12" - 22 1/20 BEUD
12
50 CONSTRUCT 8" - 600 BEND
51 CONSTRUCT 1.1/2" SERVICE LINE PER DETAIL
�I
0 SHEET 33- 5040 ,
52 CONSTRUCT 2" SERVICE LINE PER-&E+*A L --ft
�
MOoc9 L4,-)
53 CONSTRUCT 1" SERVICE LINE PER DETAIL ON
-.�--
51•ICET 33 - 3�
54 CONSTRUCT 8"X6" ECCENTRIC REDUCER
1
55 CONSTRUCT 2 1/2" SERVICE LINE PE -R DETAIL
7
DM SHEET 313 3�
56 INSTALL 2" METER
57 INSTALL 1 1/2" METER
1
58 CONSTRUCT 3" SERVICE LINE PER DETAIL, OKI
4
SHEET 33-3<0. W176H GATE YAl-YE
59 CONSTRUCT 411 SERVICE LINE
2
5 +tea' VWCV Will
'BLOW
b0 CO 5TR.LICT -01;F PPR DETAIL A3,1s,
STo, DRAWWO (6 -1H0.
60A., "r.1 Moo 1r
�2iCOWSTP�Ucr FLOC/ CONTROLLER AS52KBLY PERGen
a! Notes. DETAIL DN SHEET 4
1.
MAINTAIN 12" CLEAR VERTICAL: SEPARATION BETWEEN SEWER & WATER
2.
MAINTAIN 12" CLEAR VERTICAL SEPARATION BETWEEN STORM E WATER
3.
MAINTAIN 4811 DEPTH TO TOP O -F MAIN FROM. FLOW
LINE OF GUTTER FOR 12"
& LARGER .WATER MAIN
4.
MAINTAIN 42" DEPTH TO TOP OF MAIN FROM FLOW
LINE OF GUTTER FOR 8" WATER
MAIN
w
5.
REFER TO DETAIL HEREON FOR WATER MAN INSTALLATION
UNDER SEWER MAIN OR LATERAL.
6.
PAVEMENT MARKERS TO BE INSTALLED PER FONTANA
FIRE DEPARTMENT
STANDARDS..AN.D _REQU�REMENTS .
P9 L; I t p! if l J f; X • f f -�' "` r' .1,
8
IEpIs���N+Y FIR7AGENCY
Piiyc� N
q• �� � �� 4
�., -
�� r�m)��trf, a `-� d
ed
{ i
lJ Y
Hunter" s Ridge
Onsite Water System
1,R � & aSSOCIAT ,1Nc. N A
CALIFORNIA -. ,UN BY DATEAPP. BY
PUBLIC WORKS DEPARTMENT M11160 BY
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