HomeMy WebLinkAboutC06.0 Watermain Distribution PlanCITY OF CARMEL WATER UTILITIES
PROJECT LEGEND
PROJECT NAME: MONON AND MAIN
JOB NO.
STREET NAME
MAIN STREET (131ST STREET
PIPE
SIZE
8"
PIPE
TYPE
D.I.
PIPE TOTAL
8'
PRESSURE
CLASS
350
1
2
GIRARDIN BLVD.
8"
D.I.
201'
350
2
GIRARDIN BLVD.
6"
D.I.
101'
350
3
ELWOOD AVE.
8"
D.I.
206'
350
3
ELWOOD AVE.
6"
D.I.
18'
350
4
3RD AVE. NW
8"
D.I.
173'
350
4
3RD AVE. NW
6"
D.I.
28'
350
5
FLORENCE ST.
8"
D.I.
210'
350
5
FLORENCE ST.
6"
D.I.
56'
350
PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF PIPE TO BE RESTRAINED
IN EACH DIRECTION FROM CENTERUNE 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'
1 15'
17'
19'
21'
24'
29'
224
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
114
2'
2'
3'
3'
4'
4'
4'
5'
6'
7'
DWN BY:
GCB
CHKD. BY:
BSC
SCALE:
1" 30'
DATE:
10/19/05
FLAIR NORTH, SECTIO\ ONE
L ot 22
(Plat Book 2, page 277)
FH
WV O
®WV
La, 21
R -4
R -2
Man Hole
(Telephone)
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH MEGA -LUG GLANDS,
US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM,
OR EQUAL
fE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS.
JOINT RESTRAINT TABLE
Lo2O
m
CD
BLDG. #6
EX. 8" WATER 1 MAIN
(CONTRACTOR 'TO FIELD VRIFY
SIZE, LOCATIOk AND DEPTH)
ALDEN WAY
(PRIVATE)
BLDG. #7
(PRIVATE)
BLDG. #4
1 1/2" LATERAL
1 1/2" LATERAL
HYD. W /6" VALVE" WATER
I.t w w w w
6" VALVE
8 "X8 "X6" TEE
BLDG. #5
1 1 /i" LATERAL
NEUMAN WAY HYD. W /6" VALVE
45' BEND
I w
8"X8 "X6" TEE
WATER I
p. f
BLDG. #9
BLDG. #10
donor
i 1
1 1
1 1
BLDG. #3 1
EX. 8" WATER MAIN 1
(CONTRACTOR TO FIELD VEIRIFY
SIZ LOCATION! AND DEPTH)
J
HYD. W /6 VALVE
EYDEN CROSSING
(PRIVATE)
8"X8"X6" TE
22.5' BEND
5' BEND
2" LATERAL
6" WATER
BLDG. #18
BLDG. #2
BLDG. #17
1 1 /2" LATERAL
HYD. W /6" VALVE-/ NORDYKE AVE.
(PRIVATE)
WET TA
8"X8 "X6" TEE
1 1/2" LATERAL
BLDG. #16
-4111111,
CONSTRUCTION LIMITS
10' LANDSCAPE SETBACK
BLDG. #8
2"
WATERMAIN BEDDING NOTE
INFRASTRUCTURE NOTE
LATERAL
HYD. W /0" VALVE
ALL DUCTILE IRON WATERMAINS SHALL BE
BEDDED IN SAND, FROM THE BOTTOM OF THE
TRENCH TO 12 INCHES ABOVE THE PIPE.
ALL INFRASTRUCTURE SHALL BE INSTALLED IN
ACCORDANCE WITH THE LOCAL GOVERNING
AUTHORITY'S CONSTRUCTION STANDARDS.
1
WET: TA
8"X8" -TEE
_L
2" LATO2AL
WV
yhV
Storm
inlet
BLDG. #13
0
O
Now
e�•
HYD. W /6" VALVE
CONSTRUCTION LIMITS
OLD
91.98' 101 o"
EX MAIN
MATERIALS NOTE
B -3
All water main pipes shall be DUCTILE IRON CLASS 350.
All water main fittings shall be ductile iron, cement mortar
lined inside, bituminous coal tar coated outside in
accordance with ANSI /AWWA C110. All buried fittings shall
be of the mechanical joint type with MEGALUG joint
restraints. All water service lines shall be Type "K" copper
tubing conforming to ASTM B -88 and B -251.
ONLY MUELLER HYDRANTS AND VALVES MAY BE
USED
BLUE REFLECTIVE TAPE MUST BE INSTALLED 18
INCHES ABOVE ALL WATER MAINS
MEGULUGS BLOCKS TO BE USED FOR PIPE
RESTRAINTS AND KICKERS NO POURED CONCRETE
AROUND HYDRANTS OR FITTINGS
ALL VALVES REQUIRE POSI -CAPS OR BOX -LOK
TOW \E VILLIAGE
(Instrument Number 9709749345)
(Plat Cabinet 2, Slide 49)
0
O
6" VALVE
O
N
Q...oncf ete 3
Lot 2
R -4
8 VALVE
to
60.01'
l
II
1
I
I
WATER
1 1/r LATERAL
TBM #1
BENCHMARK NOTE
i1
+WM
HYD. W /6" VALVE Sto r�
Inlet
o WV
it
a
REV DATE
DESCRIPTION
DES BY APP BY
m
TBM 111- 1094 -01 FND. CUT 'o' TOP EAST FACE OF LITHE POLE CONCRETE
BASE; LOCATED 300' SOUTH OF CARMEL DRIVE, ON WEST
SIDE OF ASPHALT DRIVE AND AT SE CORNER OF #1185
CARMEL DRIVE LOT 3, OUTLOT 17 IN CARMEL SCIENCE
TECHNOLOGY PARK.
ELEVATION 847.83
NW CORNER TRANSFORMER PAD LOCATED 40' SOUTH
OF THE CENTERUNE FO 122ND STREET AND 50 WEST
OF THE CENTERUNE OF CONGRESSIONAL BOULEVARD.
ELEVATION 843.80
REVISION RECORD
"DON'T
DIG
BLIND"
NORTH
IN FEET
1 inch 30 ft.
"HOLEY MOLEY"
SEZ:
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
1- 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
NOTES:
1. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND,
FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE.
2. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAINS.
3. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE
WATER MAIN.
Water and Sewer Under City Streets
Bedding, Haunching, Initial Backfill
Bedding, haunching and initial backfill materials, placement
and compaction for water mains, water service laterals,
sanitary mains and sanitary service laterals shall be in
accordance with the standard practice of the utility that
has jurisdiction over the installation.
Final Backfill
Final backfill for water mains, water service laterals,
sanitary mains and sanitary service laterals under and
within 5 —feet of pavement shall be B— Borrow for
Structure Backfill meeting the material requirements of the
1NDOT and shall be compacted in 6 —inch maximum lifts
to not less than 95% Standard Proctor Density for the
entire depth of the material placed. The backfill for the
top 6— inches of the excavation below the start of the
aggregate subbase of the pavement shall be No. 53
Stone meeting the material requirements of the INDOT and
shall be compacted to not less than 95% Standard
Proctor Density. If the standard practice of the utility that
has jurisdiction over the installation has a more stringent
final backfill requirement, the more stringent requirement
shall govern.
Minimum Cover for Pipe Crossings of City Streets
For installation of Storm Mains, Water Mains, Sanitary
Mains, Water Service Laterals, Sanitary Service Laterals
under City streets, regardless of the jurisdiction of the
utility, the minimum cover from the top of the installed
pavement to the top of the installed pipe shall be the
pavement section thickness (all bituminous and aggregate
material above the subgrade) plus 1 —0". If the standard
practice of the utility that has jurisdiction over the
installation has a more stringent cover requirement, the
more stringent requirement shall govern.
RCP storm sewer minimum cover heights which are less
than those described will be evaluated on a case by case
condition and approved only with written permission by the
city engineer.
ot ttt$ I Itr,I
t% 0 GL 1 /4'S ,i
p -E F 2� Ii
N o
PE10403858
STATE OF
i
i �O :MOIAN 4</
'frs SS /ONA` V
DATE:
Z
a
CEC PROJECT NUMBER
051872
DRAWING NUMBER
C6.0
SHEET 10OF 16