HomeMy WebLinkAbout11 Water Main Extension PlanEx. Hydt.
Job No. 1 PVC
Pipe Size: 121n 416'
Job No. 2 PVC
Pipe Size: 6!n 367'
New Hydt.
Billy Creek Assoc
520 116 ST W
1- 800 382 -5544
CALL BEFORE YOU DIG
Project Name
Project Number
Dist. Map No.
Meter Map No.
Lots
Tax Code
Pressure Dist
Drafter
Date
JBM /BANN /NB
3-16-03
Project No: 03146
Sheet No:
JOB STREET
NO. NAME
1 116TH STREET
2 CHATEAUX DRIVE
VEOLIA WATER
PROJECT LEGEND
PROJECT NAME: CHATEAUX DE MOULIN
PROJECT NUMBER:
PIPE
12 SIZE
8
6
3
PIPE TYPE TOTAL
PVC 416'
PVC 670'
PVC 367'
PE 255'
TOTAL 1,708'
\03146 \iwc 103146H20.dgn 5/27/74 3: 08: 26 PM
5
4' CONC. WALK
WATER MAIN
T-0'
4'-0'
COMMON
AREA
7 -0'
1. THIS SHEET DESIGNED FOR IW PURPOSES ONLY.
ALL OTHER INFORMATION SHOWN IS FOR REFERENCE
ONLY AND NOT TO BE UTILIZED FOR ANY CONSTRUCTION
OTHER THAN THAT OF THE WATER MAIN
3. NO STREET ADDRESS PROVIDED AT TIME OF PLAN
22- O'COMMON AREA
14'-0'
2. THE WATER MAIN EXTENSION SHEETS ARE CONSIDERED
PRELIN INARY UNTIL IW HAS THEIR STAMP AND SIGNATURE
APPROVING PLAN. ANY QUANTITIES FROM THESE SHEETS
COULD BE SUBJECT TO CHANGE AT ANY TIME DURING IW
REVIEW
5 ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION,
IN THE EVENT OF THE CONTRACTORS'S FAILING TO GIVE SUCH
NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS
OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF
RECTIFYING THE SAME.
40' CQiIOq
4. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY EXISTING UTILITY LOCATIONS AND CONDITIONS. IT SHALL
ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE VARIOUS UTILITIES FOR PROPER STAKING LOCATIONS
FOR EACH PRIOR TO CONSTRUCTION.
VARIES
Conc. roll curb gutter
(see detail this sheet)
CHATEUX DRIVE
ENTRANCE
NO SCALE
1 a PROFILE GRADE
AREA
VARIES
b' Sire rfocs drib
Cfsicdboth delis of rood)
N O T E C H A T E A U OWE T O B E 2a BACK OF CUM TO BACK OF CUR
TYPICAL STREET SECTION
No wiz
r
Telephone Pole
Po,. Gas Pole
0 Inlet
Tree
GAS VALVE
Parcel Id
Adapter
INe I/t
Bend
sj MAIEJY111
Kicker Block
10}1 Cross
22'- O'COMMON AREA
20'-0"
NOTE: DETAILS ARE FOR VEOLIA WATER REFERENCE
ONLY, STREET CONSTRUCTION SHALL BE INSTALLED
IN CONFORMANCE WITH THE HAMILTON COUNTY
STANDARDS.
Legend
2' -0"
GAS
UT
UE
Existing Water Main
Proposed Water Main
Hydrant
Hydrant
with Hydrant Valve
FLH
El Flush Hydrant
Q Butterfly Valve
Valve
la.a Blowoff Assembly
w Air Relief Valve
r Plug
II Reducer
tst T.J. Tee
M.J. Sleeve
Casing Pipe
Gas Lines
Telephone Lines
Electric Lines
EX /STING
WATER MAIN
JOB:
New Hydt.
OHE
Vantassel, Charles J Jr Marjorie
11607 WILLIAMS CREEK N
REMOVE PLUG AND 1 1 6TH STREET
-KICKER AND RETURN—___________-
TO VEOL JAW TER-__
6
Noland, James E Jr Carolyn K
770 116 ST W
P' NON- ACCESS EASEMENT