HomeMy WebLinkAboutC070.0 - WATER PLAN AREA 1HP PPP
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SEA Group,Land Su rveyors
SEAG rou p, Lan dS urv eyors
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TRAILBLAZER COURT
JASMINE DRIVE * *
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MH-ETM10
MH-ETM09
MH-ETM08
MH-ETM11
MH-ETM07
MH-ETM06
WWWWWWWWWW8" X 8" X 8" TEE
FH 2
FH 2
FH 3
VB 1
VB 2
VB 3
FH 4
11.25° BEND
22.50° BEND
22.50° BEND
11.25° BEND
11.25° BEND
22.50° BEND
10 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
5 LF -
1" COPPER
SERVICE LINE
48 LF -
1" COPPER
SERVICE LINE
45 LF -
1" COPPER
SERVICE LINE
8 LF -
1" COPPER
SERVICE LINE
11 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
8 LF -
1" COPPER
SERVICE LINE
8 LF -
1" COPPER
SERVICE LINE
48 LF -
1" COPPER
SERVICE LINE 48 LF -
1" COPPER
SERVICE LINE
9 LF -
1" COPPER
SERVICE LINE 9
1" COPPER
SERVICE LINE
48 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE 10 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
10 LF -
1" COPPER
SERVICE LINE
46 LF -
1" COPPER
SERVICE LINE
46 LF -
1" COPPER
SERVICE LINE
46 LF -
1" COPPER
SERVICE LINE
46 LF -
1" COPPER
SERVICE LINE
46 LF -
1" COPPER
SERVICE LINE
VB 4
CONNECTION TO
EXISTING 8" WATER MAIN
VERIFY CONNECTION TO EXISTING WATER MAIN IN FIELD |VB 5
VB 6
FH 8
FH 1
11.25° BEND
36' BORE UNDERNEATH DRIVEWAY
22.50° BEND
8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON 22.50° BEND
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-I
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Know what'sbelow.
before you dig. Call
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DRAWING NO.
C7.0
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTION DATE NO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018 JORPLDJORCARMEL INDIANAWATER PLAN - AREA 1ESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comKEY MAP
N.T.S.
AREA 1
FOR CONTINUATION SEE SHEET 7.1WATER TABLE
STREET SIZE LENGTH
UNIVERSITY
COURT 0'-8" 596'-0"
JASMINE 0'-8" 651'-0"
TOWNE MEADOW
DRIVE 0'-8" 2,440
1. For installation of water mains and service lines, see 03/C7.2 for trench details.
2. All water service lines are to be stubbed per plan. The termination of the stub is to
be marked with a 4” PVC pipe with a painted blue top.
3. Tracer wire must be installed along all water mains per City of Carmel Utilities
Department specifications.
4. Granular backfill must be placed at all water main road crossings per City of Carmel
standards.
5. Blue snowplowable raised pavement markers are to be installed at the centerline of
the road adjacent to each fire hydrant.
6. All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to
12" above pipe (see sheet C7.2).
7. All fire hydrants shall be Mueller or American Darling (Safety Yellow, M.A.B.
#0433291, Sherwin Williams #F75YP2), open to the right, and have a safety blue
stripe around hydrant bonnet from the factory. The hydrant pumper nozzle shall be
of one-piece design, compatible with 5" Storz hose coupling. The nozzle shall be an
integral part of the fir hydrant and must be furnished by the manufacturer or
authorized distributor designated by the manufacturer. Mueller model 290220 for
casting and 290221 for cap. Storz adapters will not be accepted.
8. Blue reflective tape must be installed 18" above all water mains.
9. Tracer wire shall be installed with all all water mains.
10. Posi-Caps or the equivalent are required on all water valve installations.
NOTE: ALL WATER MAINS SHALL BE DUCTILE IRON AND
INSTALLED PER THE CITY OF CARMEL STANDARDS
UNLESS OTHERWISE NOTED, ALL WATER MAINS SHALL BE
INSTALLED AT A MINIMUM DEPTH OF 54"
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT
RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT
SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
RESOLVE WITH THE UTILITY. EXISTING POLE LINES
REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE.
Utility inspectors have the authority to make changes in the field if
conditions are warranted.
NOTES
08/20/20