HomeMy WebLinkAbout020-99DP/021-99SP (2) Site Utility and Location PlanI
STORM WATER DETENTION POND
(LAKE #2)
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TRANSFORMER PAD AND
TRANSFORMER BY UTILITY CO.
GAS METER BY
UTILITY CO.
BURIED UNDERGROUND
PRIMARY ELEC. SERVICE
BY UTILITY CO.
4"0 PVC CONDUIT
FOR TELEPHONE SERVICE
BY THIS CONTRACTOR
120' OF 6
PROPOSED
PVC SAN. BLDG. I 2" DOMESTIC WATER
LATERIAL 01.00.
NEW R/W 5' CONCRETE ASTM D -3034, SERVIDE, TYPE 'L'
WALK `'- DR -35. COPPER AT 4' -6"
GAS SERVICE COVER
BY UTILITY CO.
EXISTING
NEW R/W
R/W _\
GENERAL NOTES
EXIST. 8" SAN. SEWER
3 TWO (2) 1 " WATER
ETER CONNECTIONS
A.
IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
T/C= 842.99
TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
DIMENSIONS.
EXISTING
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER
OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
J. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM D3034.
INV. SE= 830.35'
THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
JOINTS SHALL BE EQUAL TO ASTM C -425, TYPE III FOR
COMPRESSION TYPE JOINTS AND INSTALLED WITH AN
0
OR ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS
FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK
INFILTRATION LIMIT OF 0.158 GAL. /IN. DIA. /HOUR�100 FT.
"AIR
EXIST. 8" WATER LINE
IS STARTED OR RESUMED.
PROVIDE FOR CERTIFIED SATISFACTORY TEST AND
"MANDRIL TEST" IN ACCORDANCE WITH THE REQUIREMENTS
B.
NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE
OF THE UTILITY CO.
PROPOSED
WATER DRAINS MAY BE CONNECTED TO THE SANITARY
SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS
K. WATER MAIN FOR 3" AND LARGER SIZES SHALL BE
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DURING CONSTRUCTION.
CENTRIFUGALLY CAST DUCTILE IRON PIPE IN ACCORDANCE
W
WITH ASA A21.4. TRENCH CONDITION TO BE LAYING
C.
NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE
PRIOR TO PAVING.
NOTEDD. PIPE " TON BE COVER (THICKNESS 54 OCLASS 50.E JOINT TO AS
BE
U
SINGLE RUBBER GASKET PUSH -ON TYPE IN ACCORDANCE
D.
ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER
WITH ANSI SPEC A 21.11. PROVIDE FOR DISINFECTION
(CHLORINATION) OF THE WATER LINE AND CERTIFIED
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PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR
MATERIAL AND COMPACTED BY APPROVED METHODS.
SATISFACTORY BACTERIOLOGICAL FIRST DAY AND SECOND
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DAY TEST RESULTS IN ACCORDANCE WITH THE REQUIREMENTS
E.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
OF THE UTILITY COMPANY.
ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL
COST THEREOF.
L. GATE VALVES SHALL BE CAST IRON BODY, DOUBLE DISC,
uI
3
BRONZE MOUNTED, NON- RISING STEM TYPE IN ACCORDANCE
F.
EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY.
WITH AWWA STANDARD C -500. TO BE FOR 175 PSI WORKING
PRESSURE, DIRECT BURIAL SERVICE, WITH MECHANICAL,
CONTRACTOR SHALL VERIFY LOCATION, SIZE, MATERIAL
AND DEPTH WITH RESPECTIVE OWNERS AND SHALL
BELL -END JOINTS, COUNTERCLOCKWISE OPENINGS, 0 -RING
O
PROTECT THE UTILITIES AT ALL TIMES.
PACKING AND 2 IN. TEE WRENCH NUT. VALVES TO HAVE
3 PIECE, ROUND, TYPE CAST IRON BUFFALO ROAD BOX
G.
THE CONTRACTOR SHALL INSTALL AND /OR CAUSE TO BE
WITH 5-1/4 IN. SHAFT, WITH "WATER" CAST IN THE LID.
BOXES TO BE FOR NORMAL 4 FT. -6 IN. BUT SHALL
INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL
COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES.
BE AS REQUIRED TO SUIT EACH PARTICULAR SETTING DEPTH,
LAJ
ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY
VALVES SHALL BE CLOW, KENNEDY, MUELLER OR APPROVED
EQUAL FOR INDIANAPOLIS WATER COMPANY (IWC) PATTERN.
=
SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF
THE RESPECTIVE UTILITY COMPANIES.
M. STREET REPAIR SHALL BE IN ACCORDANCE WITH THE
H.
WHERE WATER LINES AND SANITARY SEWERS CROSS AND
STANDARDS OF THE LOCAL AUTHORITY.
WATER LINES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
N. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
UTILITY COMPANY AND SHALL PROVIDE CONDUITS AND WORK
AS REQUIRED TO PROVIDE SERVICE TO EACH BUILDING.
DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
0. CONTRACTOR SHALL CONSULT WITH THE LOCAL ELECTRIC
UTILITY COMPANY AND SHALL PROVIDE CONDUIT, CONDUCTORS
AND WORK AS NECESSARY TO PROVIDE ELECTRICAL
SERVICE TO EACH BUILDING.
4" BLDG. WASTE
LINE BY P.C.
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S.W.D.P.
4" BLDG. WASTF
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IC_QAn Ilc'
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CWT-- aj
GAS METER BY
UTILITY CO.
TRANSFORMER PAD AND
TRANSFORMER BY UTILITY CO.
BURIED UNDERGROUND
PRIMARY ELEC. SERVICE
BY UTILITY CO.
12'-0"
0-1, 4�' (0 \ � W I ' FOR PVC
ELEP�ONEI SERVICE
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i IE= 836.60' BY THIS CONTRACTOR
�9„ I I 12' -0„
26,
0° 108' -0" 24' O"
,1.R3 CO 1 + i
J GAS SERVICE
0 o Q1 BY UTILITY CO.
N c�D
PROPOSED GROUND SIGN
- - � - ----__
144'-0" I 1
a=�
4" DUCTILE IRON PIPE
- -
WATER SERVICE 04' -6" COVER - -- a = --
- EXIST 8" SA
__
. N. SEWER
EXIST. 8" SAN. SEWER --- - - - � -
S..J
co
SAN. SEWER LJ
EXISTING
T/C= 842.99
rig
INV. NW= 832.36'
EXISTING
INV. NE= 830.60'
EXISTING
INV. SE= 830.35'
EXISTING
NEW INV. W= 835.40'
0
PROPOSED
Q
EXIST. 8" WATER LINE
EXIST. 8 SAN. SEWER
L
Df?/
Vs
SAN, SEWER MH —J
T/C= 843.38'
INV. NW &SE= 833.25'
EXIST. 12" WATER MAIN
SITE UTILITY AND LOCATION PLAN
SAN. SEWER MH
T /C= 845.62'
NIV. NW &SE= 834.26'
PLAN NOTES,
0 CUT -IN NEW SANITARY BLDG. LATERAL CONNECTION INTO
EXISTING MANHOLE WITH CORE DRILLED HOLE AND
MANUFACTURED LEAK TIGHT SLEEVE FITTING ACCEPTABLE
TO THE UTILITY CO.
O TAP INTO THE EXISTING WATER MAIN WITH AN 12 "X4"
TAPPING SLEEVE AND VALVE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE UTILITY CO.
O3 REDUCE DOWN FROM A 4" TO A 2" WATER LINE AND
PROVIDE FOR INSTALLATION OF DUAL 1" METER PITS WITH
ONE (1) 1" METER AND FITTINGS FOR AN ADDITIONAL
1 " METER IN THE SECOND PIT IN THE FUTURE. ALL
IN ACCORDANCE WITH THE REQURIEMENTS OF THE UTILITY
COMPANY.
�4 PROVIDE STRIPPING FOR AN ACCESSIBLE HANDICAP PARKING
SITE. SEE DETAIL.
O PROVIDE STRIPPING FOR A VAN ACCESSIBLE HANDICAP
PARKING SITE WITH SIGNAGE. SEE DETAILS.
O PROVIDE CONCRETE WHEELSTOP. (TYPICAL ALONG SIDEWALK).
SEE DETAILS.
O PROVIDE PAINT STRIPPING AS REQUIRED AND AS DETAILED.
(TYPICAL)
1
EXISTING
SANITARY SEWER
EXISTING
STORM SEWER
EXISTING
GAS LINE
EXISTING
WATER LINE
EXISTING
UNDERGROUND TELEPHONE
EXISTING
FORCEMAIN
PROPOSED SANITARY SEWER
PROPOSED
UNDERGROUND ELECTRICAL SERVICE
PROPOSED
UNDERGROUND TELEPHONE SERVICE
PROPOSED
WATER LINE
PROPOSED
GAS SERVICE
PROPOSED
CLEANOUT
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