HomeMy WebLinkAboutC700 Water PlanI
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I 93
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1" K COER
163 5 LF. LNE PP I
51 L.F.
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1" K COPPER
164 57RLIFE LINE
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165
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INSTALL WATERMAIN TRACER WIRE
WITH ALL WATER MAINS LAID.
AND WARNING TAPE MUST BE INSTALLED
12" TO 18" ABOVE ALL WATERMAINS LAID
PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF IPE TO BE RESTRAINED
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND
6" 8" 10" 12" 14" 16" 18" 20' 24" 30"
90 TEES
PLUGS
27'
35' 42'
50'
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' 1 O'
12' 14'
11 -1/4°
2'
2' 3'
3'
4' 4'
4' 5'
6' 7'
166 167 1 168
RECOR D
9 r'lo t o O l No. o
Q DENNIS D. OLMSTEAD DATE 900012
Registered Land Surveyor STATE OF
MDIAWI !'mac
No. 900012
ALL WATERMAINS SHALL BE FULL DEPTH GRANULAR BACKFILL, PER CITY NOTE:
DUCTILE IRON AND INSTALLED PER STANDARDS, SHALL BE PLACED FOR ALL FIRE HYDRANT MARKERS TO BE INSTALLED
THE CITY OF CARMEL SPECIFICATIONS STREET CROSSINGS IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
BLUE REFLECTOR TAPE MUST BE
INSTALLED 18" ABOVE THE PIPE NOTE:
11-11, (MIN.)
(CONFORM TO LOCAL REQUIREMENTS) ONLY MUELLER HYDRANTS
OD VALVE BOX AND VALVES MAY BE USED
ANGLE VALVE 5' SIDEWALK COVER CURB
III III- (PROTECTED
WITH I I WRAP PLASTIC o d LINE fit- {4:ER` MAIN TEE OR
V N
"-6. IN
i tI I I III: y MIN. DRAII A pp GE RRPT LINED WITH ACCORDANCE
SPECIFICATIONS
ED EXTILE VALVE
IIII: ANCHORING TEE
I
COCK
1" I III
I I I I I II= 1" COPPER SERVICE CONCRET
CONCR E CONCRETE
IELD LOCK GASKETS E THRUST BLOCK
THRUST BLOCK INTO BELL JOINTS BEARING PAD
CAST-IN-PLACE AGAINST BEFORE HYDRANT BI CK NG IF
UNDISTURBED GROUND REQUIRED
J
City Streets Q
h o
,bo/ SOCkfiN w
Td initial backfill materials, placement and LLj
mains, water service laterals, sanitary mains Piz z
Iterals shall be in. acco
he utility that has jurisdiction with the
3 z o
isdiction over the w
mains, water service laterals, sanitary
:rvice laterals under and within 5-feet of W z
Borrow for Structure Backfill meeting the O
of the INDOT and shall be compacted in 0 u
to not less than 95% Standard Proctor
depth IS the material placed. The backflll �tk
of the excavation below the start of the
the pavement shall be No. 53 Stone
requirements of the INDOT and shall be m
s then 95% Standard Proctor Density. If the ids
the utility that has jurisdiction over the
e stringent final bockfill requirement, the
-ment shall govern. Q
o
-01- OSWacec &SewecUnMCtirysrtees.dac Z
H
NOTE
FOR INSTALLATION OF STORM MAINS, WATER MAINS, Z Q (Y
SANITARY MAINS WATER SERVICE LATERALS, SANITARY 1Q 1--
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS V)
O
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM W
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE W Z
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 0
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS LJ
1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE I- F-
COVER ALONG ANY PART OF THE PIPE FROM THE D
Ld
FINAL PAVEMENT ELEVATION. TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET. Z
O
HOLEY MOLEY SAY,
"DON'T
DIG CAUTION tl
BLIND MI T SHOWN MIS EXISTIN E RNICJND BASED
0
UPON ABOVE GROUND EVIDENCE I tl gs Q
but Y Rm I h les,
ks ode up t g .,n R, others) AND
ARE SPECUTATNE IN NATURE. MERE MAT ALSO DRAWN BT. CHECKED BY:
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, III -�T 1T,,,I -III- BE OTHER EXISTING UNDERDROUNDUNUmES BAH EEF
I US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, PI E To BE SUPPORTED ALONG ENTIRE FOR WHICH THERE IS NO ABOVE GROUND
LENGTH EXCAVATE FOR EACH JOINT EVIDENCE OR FOR WHICH NO ABOVE GROUND snEET No
ENOENCE WAS OBSE VEO THF. CONTRACTOR LOCATIONS o O
WATER SERVICE INSTALLATION FIRE HYDRANT DETAIL O S Lj A YANDALL CONRMUCD EB
1 800 -382 -5544 HOULD BE V RIFTED BY THE CONTR CTOR
CALL TOLL FREE PRIOR i0 A NY AND ALL CONSTRUCTION
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS 1 -800- 428 -5200
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. (NO SCALE) (NO SCALE) FOR CALLS OUTSIDE OF UNDIMI4 eAaOBNO
47425S4
LEGEND
o
I
PROPOSED HYDRANT W /6" VALVE
o
o y
a o
I
EX �S
VALVE
I
S EST
2
I
I
BLOW OFF ASSEMBLY
87
I 86
I
II
1
II
o
0
I
I
I I
I
I
I s3
b REDUCER
w
w
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EX. F li
_J
I—
I
H
r
I
ALL WATERMAIN SERVICE LINES TO
6
I
I
EX. J.H.
TERMINATE 8 FEET BEHIND SIDEWALK
r' K COPPER
SERVICE LINE
172
I
I
AND MARKED WITH A 4" PVC PIPE'
e
s STVSfE ALF
173
B K COPPER
is FE LINE
o
I K COPPER
LINE
WITH A PAINTED BLUE TOP.
a? Q�
i 19358
C
I
I 51 RE
L.F.
171 l
2
NOTE: POST -CAPS OR EQUIVALENT IS
-o STATE OF
P O A/DIANP:
o
N
r
o D
REQUIRED ON ALL WATER
VALVE INSALLATION AND MEGA LUGS
SCALE: 1
50'
PR
POSED
p
N PROPOSED
zz5
MUST BE INSTALLED AT ALL
CCU
e STOP
v
N CURB
STOP se
I
MECHANICAL JOINTS.
170
nn
225
h^ �9 pfR
THERE ARE TO BE NO MANHOLE OR WATER
VALVES WITHIN THE STREET PAVEMENT,
o
47.24•
M
CURBS, SIDEWALKS, OR ASPHALT PATHS.
w
4 3.7
46.05'
z
ALL DUCTILE IRON WATERMAINS SHALL BE
N
BEDDED IN SAND, FROM THE BOTTOM OF
mA
mA I
I
I
169
THE TRENCH TO 12" ABOVE THE PIPE
N M
o
o z
166 167 1 168
RECOR D
9 r'lo t o O l No. o
Q DENNIS D. OLMSTEAD DATE 900012
Registered Land Surveyor STATE OF
MDIAWI !'mac
No. 900012
ALL WATERMAINS SHALL BE FULL DEPTH GRANULAR BACKFILL, PER CITY NOTE:
DUCTILE IRON AND INSTALLED PER STANDARDS, SHALL BE PLACED FOR ALL FIRE HYDRANT MARKERS TO BE INSTALLED
THE CITY OF CARMEL SPECIFICATIONS STREET CROSSINGS IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
BLUE REFLECTOR TAPE MUST BE
INSTALLED 18" ABOVE THE PIPE NOTE:
11-11, (MIN.)
(CONFORM TO LOCAL REQUIREMENTS) ONLY MUELLER HYDRANTS
OD VALVE BOX AND VALVES MAY BE USED
ANGLE VALVE 5' SIDEWALK COVER CURB
III III- (PROTECTED
WITH I I WRAP PLASTIC o d LINE fit- {4:ER` MAIN TEE OR
V N
"-6. IN
i tI I I III: y MIN. DRAII A pp GE RRPT LINED WITH ACCORDANCE
SPECIFICATIONS
ED EXTILE VALVE
IIII: ANCHORING TEE
I
COCK
1" I III
I I I I I II= 1" COPPER SERVICE CONCRET
CONCR E CONCRETE
IELD LOCK GASKETS E THRUST BLOCK
THRUST BLOCK INTO BELL JOINTS BEARING PAD
CAST-IN-PLACE AGAINST BEFORE HYDRANT BI CK NG IF
UNDISTURBED GROUND REQUIRED
J
City Streets Q
h o
,bo/ SOCkfiN w
Td initial backfill materials, placement and LLj
mains, water service laterals, sanitary mains Piz z
Iterals shall be in. acco
he utility that has jurisdiction with the
3 z o
isdiction over the w
mains, water service laterals, sanitary
:rvice laterals under and within 5-feet of W z
Borrow for Structure Backfill meeting the O
of the INDOT and shall be compacted in 0 u
to not less than 95% Standard Proctor
depth IS the material placed. The backflll �tk
of the excavation below the start of the
the pavement shall be No. 53 Stone
requirements of the INDOT and shall be m
s then 95% Standard Proctor Density. If the ids
the utility that has jurisdiction over the
e stringent final bockfill requirement, the
-ment shall govern. Q
o
-01- OSWacec &SewecUnMCtirysrtees.dac Z
H
NOTE
FOR INSTALLATION OF STORM MAINS, WATER MAINS, Z Q (Y
SANITARY MAINS WATER SERVICE LATERALS, SANITARY 1Q 1--
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS V)
O
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM W
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE W Z
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 0
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS LJ
1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE I- F-
COVER ALONG ANY PART OF THE PIPE FROM THE D
Ld
FINAL PAVEMENT ELEVATION. TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET. Z
O
HOLEY MOLEY SAY,
"DON'T
DIG CAUTION tl
BLIND MI T SHOWN MIS EXISTIN E RNICJND BASED
0
UPON ABOVE GROUND EVIDENCE I tl gs Q
but Y Rm I h les,
ks ode up t g .,n R, others) AND
ARE SPECUTATNE IN NATURE. MERE MAT ALSO DRAWN BT. CHECKED BY:
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, III -�T 1T,,,I -III- BE OTHER EXISTING UNDERDROUNDUNUmES BAH EEF
I US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, PI E To BE SUPPORTED ALONG ENTIRE FOR WHICH THERE IS NO ABOVE GROUND
LENGTH EXCAVATE FOR EACH JOINT EVIDENCE OR FOR WHICH NO ABOVE GROUND snEET No
ENOENCE WAS OBSE VEO THF. CONTRACTOR LOCATIONS o O
WATER SERVICE INSTALLATION FIRE HYDRANT DETAIL O S Lj A YANDALL CONRMUCD EB
1 800 -382 -5544 HOULD BE V RIFTED BY THE CONTR CTOR
CALL TOLL FREE PRIOR i0 A NY AND ALL CONSTRUCTION
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS 1 -800- 428 -5200
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. (NO SCALE) (NO SCALE) FOR CALLS OUTSIDE OF UNDIMI4 eAaOBNO
47425S4