HomeMy WebLinkAboutSA9 Water PlansI
� T / /FO a°u � I / / / 146TH STREET
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�— V HYDRANT F" - -�- F" - —
y V GATE YAL1E V V —_ I: FN FN FN FM --
V +6 V y
vIL1E / Fl YDRANT 510 LF. NSED/NO .
W76_11 GATE, VALVE
71 I EX P(OWER)POE EX R/W I RFC'(/(q //
I. NNIS GARARD. i IO,y r • S O �/y / /
iS I REGULATED DRAIN & TILE SYSTEM OA ST 4A0
76' B
FROM TOP STATUTORY EASEMENT I / 'Wk/ e4 ' � S>s /
I BANK OR CENTER OF TILE
OR A/ EXISTING
WETLANDS
AREA "
Ac.
n
7•
7%
SCALE: 1' -50' HOR.
1' =5' VERT.
770
150
CROSSING "B"
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH
THE EXCEPTION OF CURB INLETS.
INSTALL WATERMAIN TRACER WIRE
WITH ALL WATER MAINS LAID AND BLUE
REFLECTOR TAPE MUST BE INSTALLED
12" TO 18" ABOVE ALL WATERMAINS LAID.
PRESSURE PIPE JOINT RESTRAINT TABLE
PROPOSED HYDRANT W 16x VALVE
LENGTH OF IPE TO BE RESTRAINED
ONLY MUELLER HYDRANTS
IN EACH DIRECTION FROM 1/4 OF BEND
AND VALVES MAY BE USED.
REDUCER
BASED ON 150 Psi TEST PRESSURE
DISW
WAGE
6" 8' 10" 12- 14" 16' 18" 20'
PROPOSEp
�I
27'
35'
42'
S0'
58'
65'
73'
80'
Y FORR]L,VN
PROPOSE.E➢ I0."
D
45'
NV- 730.41
WATERI
770
150
CROSSING "B"
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH
THE EXCEPTION OF CURB INLETS.
INSTALL WATERMAIN TRACER WIRE
WITH ALL WATER MAINS LAID AND BLUE
REFLECTOR TAPE MUST BE INSTALLED
12" TO 18" ABOVE ALL WATERMAINS LAID.
PRESSURE PIPE JOINT RESTRAINT TABLE
PROPOSED HYDRANT W 16x VALVE
LENGTH OF IPE TO BE RESTRAINED
ONLY MUELLER HYDRANTS
IN EACH DIRECTION FROM 1/4 OF BEND
AND VALVES MAY BE USED.
REDUCER
BASED ON 150 Psi TEST PRESSURE
EX. WATER METER
DEGREE OF
BEND
6" 8' 10" 12- 14" 16' 18" 20'
24" 30'
90•, TEES
k PLUGS
27'
35'
42'
S0'
58'
65'
73'
80'
95'
115'
45'
7'
9"
11'
13'
15'
17'
19'
21'
24'
29'
22-1/2-
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11-1/4'
2'
2'
3'
3'
4'
4'
4'
5'
6'
T
ii
70
731
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS,
US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM,
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED
SCALE: 1* =50' HOR.
7'=S' VA'DT
CROSSING "A"
ICLY PIPE V �V
- W —W -V A
A
WATER M/NS
i! yi
1 i ,-
r7 I I � „- o � Wmy. I 49 K 66 s��G' �� r
/ It I �,
in
-- '`—
30
NOTE:
PROPOSED HYDRANT W 16x VALVE
NOTES:
ONLY MUELLER HYDRANTS
NO EARTH DISTURBING ACTIVITIES MAY TAKE
AND VALVES MAY BE USED.
REDUCER
PLACE WITHOUT AN APPROVED STORM
EX. WATER METER
DIG
WATER MANAGEMENT PERMIT.
G
�G
FOR INSTALLATION OF STORM, SANITARY, AND WATER
NOTE:
—v—
UNDER CITY STREETS AND COVER REQUIREMENTS,
FIRE HYDRANT MARKERS TO BE INSTALLED
SEE SHEET No. C203 ON THE TRENCH DETAIL.
e
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH
TO THE FIRE HYDRANT.
THE EXCEPTION OF CURB INLETS.
ALL DUCTILE IRON WATERMAINS
�I
R T
7SHABE BEDDED IN SAND, FROM THE BO
AL
T' -O "(MIN.)
zl
^
EAISTNG GRADE
(CONFORM TO Lorx REaIROAENrs)
FULL DEPTH GRANULAR BACKFILL
I i
ogD =TIDE
PER CITY STANDARDS SHALL BE
—
—
'7<PRfAP05E0
i�Fp o
_m
PROP09D IB' WATEI..
12" WATpNMAN
PLACED FOR ALL STREET CROSSINGS
2 E% SI" WATER MAINS
$
0'-3'
NV.- ]47.31
1D NAIY
MAIN n
IN ACCORDANCE
NOTE: POSI -CAPS OR EQUIVALENT IS
INVERTS PRKN TO ANY
INVENT S PRIOR
�
6 I "•
@
coxsnNRCnoN)
REQUIRED ON ALL WATER
CROSSING "A"
ICLY PIPE V �V
- W —W -V A
A
WATER M/NS
i! yi
1 i ,-
r7 I I � „- o � Wmy. I 49 K 66 s��G' �� r
/ It I �,
in
-- '`—
30
NOTE:
PROPOSED HYDRANT W 16x VALVE
NOTES:
ONLY MUELLER HYDRANTS
NO EARTH DISTURBING ACTIVITIES MAY TAKE
AND VALVES MAY BE USED.
REDUCER
PLACE WITHOUT AN APPROVED STORM
EX. WATER METER
DIG
WATER MANAGEMENT PERMIT.
W
EX. FIRE HYDRANT
FOR INSTALLATION OF STORM, SANITARY, AND WATER
NOTE:
—v—
UNDER CITY STREETS AND COVER REQUIREMENTS,
FIRE HYDRANT MARKERS TO BE INSTALLED
SEE SHEET No. C203 ON THE TRENCH DETAIL.
IN THE STREET PAVEMENT PERPENDICULAR
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH
TO THE FIRE HYDRANT.
THE EXCEPTION OF CURB INLETS.
ALL DUCTILE IRON WATERMAINS
R T
7SHABE BEDDED IN SAND, FROM THE BO
AL
T' -O "(MIN.)
THE TRENCH TO 12" ABOVE THE
^
W8k
(CONFORM TO Lorx REaIROAENrs)
FULL DEPTH GRANULAR BACKFILL
I i
I zaw'
PER CITY STANDARDS SHALL BE
i�Fp o
_m
PLACED FOR ALL STREET CROSSINGS
'
$
0'-3'
MAIN n
IN ACCORDANCE
NOTE: POSI -CAPS OR EQUIVALENT IS
�
6 I "•
@
2' -0" DIAXV- O-DEEP TH
WI SPECIFICATKNS
S All
REQUIRED ON ALL WATER
9
YAL
VALVE INSTALLATION AND MEGA LUGS
a
MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
TNRV
NcR FIELD LOCK GASKETS °ONCR�
BL K INTO BELL JOINTS BEARING PAD T"RT
ALL WATERMAINS SHALL BE
CAST
UNDISTURBED
-IN -PUCE AGAINST BEFORE HYDRANT OR ANCHOR
GROUND BLOCKING IF
R`OL'L°
DUCTILE IRON AND INSTALLED PER
FIRE HYDRANT DETAIL
THE CITY OF CARMEL SPECIFICATIONS
(NO SCALE)
DR
4
1 DECK - 30 FT.
LEGEND
Q
PROPOSED HYDRANT W 16x VALVE
•
VALVE
BLOW OFF ASSEMBLY
I�
REDUCER
0
EX. WATER METER
DIG
EX. WATER VALVE
W
EX. FIRE HYDRANT
THRUST BLOCK
—v—
WATER LINE
V ,.2)
0
c�
W
ST7 /¢`
R T
T 0
AL
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aN
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O
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DESIGN AND AS APPROVED BY THE CIT1' OF
CARMEL ON THE FINAL APPROVED oONSTRUCT10N PLANS
DENATONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFlCUItt
DURING CGNSTRUCTIGN AND WILL REQUIRE PRIOR FIELD APPROVAL FADE A DESIGNATED REPRESENTATIVE OF THE
Ott OR CANNEL IN ADDITION TO SUPPLEMENTAL APPROVAL
By THE DESIGN ENGINEER. AN E)MANARON OF ANY SUCH
DEVIATION SINE BE INCLUDED AS A REGIIRDANT ON
AS- RtMT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GMRANTEES. APPROVED oE9Cx SLOPES
IOENAFIED AS GENERAING VELOCITIES OF 2.3 FPS OR LEM
(AT FULL ROW CAPACItt) SHALL REQUIRE AS -BLALT
CERMCAnON AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR IS RSTRUCTED TO AS-BUILT EACH SECTION OF
SIOFM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY
THE CITY OF CARMEL
HOLEY MOLEY SAYS
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