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A STATE LAW IS- 69- -199L, IT IS
THE LAW TO EXCAVATE WITHOUT
UNDERGROUND LOCATION SERVICE
NG DAYS BEFORE COMMENCING WORK.
C
91
-`—EXIST. WYE
EXIST. SAN- NH
T.C. =840.02
S.W. INV.-819.07
N.W. INV.-818-89
S.E. INV.-81&80
LMLfTY SITE PLAN
SCALE 1" = 30'
BY
Y CO
TRANSFORMER & CONC.
TRANSFORMER PAD BY
UTILITY COMPANY
2" DOMESTIC WATER
SERVICE TYPE 'L'
COPPER AT 4' -6"
COVER,
(2) 4" PVC CONDUITS
FOR SECONDARY SERVICE
GENERAL NOTES:
A. IT SMALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER
OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
OR ENGINEERS OF ANY CHANGES, ERRORS OR MISSIONS
FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK
IS STARTED OR RESUMED.
B. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE
WATER DRAINS MAY BE CONNECTED TO THE SANITARY
SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS
DURING CONSTRUCTION.
C. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE
PRIOR TO PAVING.
D. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER
PAVED SURFACE SHALL BE BACKFLLLED WITH GRANULAR
MATERIAL AND COMPACTED BY APPROVED METHODS.
E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL
COST THEREOF.
F. EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY.
CONTRACTOR SHALL VERIFY LOCATION, SIZE, MATERIAL
AND DEPTH WITH RESPECTIVE OWNERS AND SHALL
PROTECT THE UTILITIES AT ALL TIMES.
G. THE CONTRACTOR SHALL INSTALL AND /OR CAUSE TO BE
INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL
COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES.
ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY
SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF
THE RESPECTIVE UTILITY COMPANIES.
H. WHERE WATER LINES AND SANITARY SEWERS CROSS AND
WATER UNES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
CAST IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
DIMENSIONS.
J. WATER MAIN FOR SIZES LESS THAN 3" DIAMETER SHALL
BE TYPE 'L' COPPER. WATER MAIN FOR 3" AND LARGER
SIZES SHALL BE CENTRIFUGALLY CAST DUCTILE IRON PIPE
IN ACCORDANCE WITH ANSI SPEC. DESIGN A21.51 AND
HAVING CEMENT LINING IN ACCORDANCE WITH ASA A21.4.
TRENCH CONDITION TO BE LAYING CONDITION "f AND PIPE
COVER OF 54 IN. EXCEPT AS NOTED. PIPE TO BE THICKNESS
CLASS 50. JOINT TO BE SINGLE RUBBER GASKET PUSH —ON
TYPE IN ACCORDANCE WITH ANSI SPEC A21.11
K. GATE VALVES SHALL BE CAST IRON BODY, DOUBLE DISC,
BRONZE MOUNTED, NON — RISING STEM TYPE IN ACCORDANCE
WITH AWWA STANDARD C -500. TO BE FOR 175 PSI
WORKING PRESSURE, DIRECT BURIAL SERVICE, WITH MECHANICAL,
BELL—END JOINTS, COUNTERCLOCKWISE OPENINGS, 0 —RING
PACKING AND 2 IN. TEE WRENCH NUT. VALVES TO HAVE
3 PIECE, ROUND, TYPE CAST IRON BUFFALO ROAD BOX
WITH 5 -1/4 IN. SHAFT, WITH WATER" CAST IN THE LID.
BOXES TO BE FOR NORMAL 4 FT. -6 IN. BUT SHALL BE
AS REQUIRED TO SUIT EACH PARTICULAR SETTING DEPTH.
VALVES SHALL BE CLOW, KENNEDY, MUELLER OR APPROVED
EQUAL FOR INDIANAPOLIS WATER COMPANY (IWC) PATTERN.
L. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE
UTILITY CO. AND SHALL PROVIDE CONDUITS AND WORK AS
REQUIRED TO PROVIDE SERVICE TO EACH BUILDING.
M. CONTRACTOR SHALL CONSULT WITH THE LOCAL ELECTRIC
UTILITY CO. AND SHALL PROVIDE CONDUIT, CONDUCTORS
AND WORK AS NECESSARY TO PROVIDE ELECTRICAL SERVICE
TO EACH BUILDING.
N. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM— D3034,
SDR -35. JOINTS SHALL BE EQUAL TO ASTM C -425,
TYPE IU FOR COMPRESSION TYPE JOINTS AND INSTALLED
WITH AN INFILTRATION LIMIT OF 0.158 GAL. /IN. DIAL /HOUR/
100 FT.
LEGEND:
EXISTING SANITARY SEWER
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND ELECTRIC
PROPOSED SANITARY SEWER
PROPOSED UNDERGROUND ELECTRICAL SERVICE
PROPOSED UNDERGROUND TELEPHONE SERVICE
PROPOSED WATER LINE
PROPOSED GABS SERVICE
PROPOSED BLDG. STORM LATERAL COLLECTOR
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-`—EXIST. WYE
EXIST. SAN- NH
T.C. =840.02
S.W. INV.-819.07
N.W. INV.-818-89
S.E. INV.-81&80
LMLfTY SITE PLAN
SCALE 1" = 30'
BY
Y CO
TRANSFORMER & CONC.
TRANSFORMER PAD BY
UTILITY COMPANY
2" DOMESTIC WATER
SERVICE TYPE 'L'
COPPER AT 4' -6"
COVER,
(2) 4" PVC CONDUITS
FOR SECONDARY SERVICE
GENERAL NOTES:
A. IT SMALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER
OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
OR ENGINEERS OF ANY CHANGES, ERRORS OR MISSIONS
FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK
IS STARTED OR RESUMED.
B. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE
WATER DRAINS MAY BE CONNECTED TO THE SANITARY
SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS
DURING CONSTRUCTION.
C. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE
PRIOR TO PAVING.
D. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER
PAVED SURFACE SHALL BE BACKFLLLED WITH GRANULAR
MATERIAL AND COMPACTED BY APPROVED METHODS.
E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL
COST THEREOF.
F. EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY.
CONTRACTOR SHALL VERIFY LOCATION, SIZE, MATERIAL
AND DEPTH WITH RESPECTIVE OWNERS AND SHALL
PROTECT THE UTILITIES AT ALL TIMES.
G. THE CONTRACTOR SHALL INSTALL AND /OR CAUSE TO BE
INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL
COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES.
ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY
SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF
THE RESPECTIVE UTILITY COMPANIES.
H. WHERE WATER LINES AND SANITARY SEWERS CROSS AND
WATER UNES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
CAST IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
DIMENSIONS.
J. WATER MAIN FOR SIZES LESS THAN 3" DIAMETER SHALL
BE TYPE 'L' COPPER. WATER MAIN FOR 3" AND LARGER
SIZES SHALL BE CENTRIFUGALLY CAST DUCTILE IRON PIPE
IN ACCORDANCE WITH ANSI SPEC. DESIGN A21.51 AND
HAVING CEMENT LINING IN ACCORDANCE WITH ASA A21.4.
TRENCH CONDITION TO BE LAYING CONDITION "f AND PIPE
COVER OF 54 IN. EXCEPT AS NOTED. PIPE TO BE THICKNESS
CLASS 50. JOINT TO BE SINGLE RUBBER GASKET PUSH —ON
TYPE IN ACCORDANCE WITH ANSI SPEC A21.11
K. GATE VALVES SHALL BE CAST IRON BODY, DOUBLE DISC,
BRONZE MOUNTED, NON — RISING STEM TYPE IN ACCORDANCE
WITH AWWA STANDARD C -500. TO BE FOR 175 PSI
WORKING PRESSURE, DIRECT BURIAL SERVICE, WITH MECHANICAL,
BELL—END JOINTS, COUNTERCLOCKWISE OPENINGS, 0 —RING
PACKING AND 2 IN. TEE WRENCH NUT. VALVES TO HAVE
3 PIECE, ROUND, TYPE CAST IRON BUFFALO ROAD BOX
WITH 5 -1/4 IN. SHAFT, WITH WATER" CAST IN THE LID.
BOXES TO BE FOR NORMAL 4 FT. -6 IN. BUT SHALL BE
AS REQUIRED TO SUIT EACH PARTICULAR SETTING DEPTH.
VALVES SHALL BE CLOW, KENNEDY, MUELLER OR APPROVED
EQUAL FOR INDIANAPOLIS WATER COMPANY (IWC) PATTERN.
L. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE
UTILITY CO. AND SHALL PROVIDE CONDUITS AND WORK AS
REQUIRED TO PROVIDE SERVICE TO EACH BUILDING.
M. CONTRACTOR SHALL CONSULT WITH THE LOCAL ELECTRIC
UTILITY CO. AND SHALL PROVIDE CONDUIT, CONDUCTORS
AND WORK AS NECESSARY TO PROVIDE ELECTRICAL SERVICE
TO EACH BUILDING.
N. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM— D3034,
SDR -35. JOINTS SHALL BE EQUAL TO ASTM C -425,
TYPE IU FOR COMPRESSION TYPE JOINTS AND INSTALLED
WITH AN INFILTRATION LIMIT OF 0.158 GAL. /IN. DIAL /HOUR/
100 FT.
LEGEND:
EXISTING SANITARY SEWER
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND ELECTRIC
PROPOSED SANITARY SEWER
PROPOSED UNDERGROUND ELECTRICAL SERVICE
PROPOSED UNDERGROUND TELEPHONE SERVICE
PROPOSED WATER LINE
PROPOSED GABS SERVICE
PROPOSED BLDG. STORM LATERAL COLLECTOR
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DATE:
9/4/97
PROJ. NQ.
DRAWN BY:
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CHECKED BY:
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DATE:
9/4/97
PROJ. NQ.
DRAWN BY:
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CHECKED BY:
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SHEET NO.
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