HomeMy WebLinkAbout020-99DP/021-99SP Site Utility and Location Plan\ /
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SAN, SEWER MH
T /C= 842.99
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INV. NW= 832.36'
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INV. NE= 830.60'
INV. SE= 830.35'
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NEW INV. W= 835.40'
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EXIST. 8" WATER LINE
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DETENTION POND
STORM WATER
(LAKE #2)
I
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
PVC SAN. F6LDG. 2" DOMESTIC WATER
PROPOSED LATERIAL 01.00 %. � .
NEW R/W 5' CONCRETE COPPEE, TYPE L
/ – ASTM D -3034, COPPER AT 4' -6"
WALK SDR -35
�� . GAS SERVICE COVER
EXISTING
NEW R/W
R/W
GENERAL NOTESI
A. IT SHALL 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 OMISSIONS
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 BACKFILLED 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 LINES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
EXIST. 8" SAN. SEWER
BY UTILITY CO.
i
3 TWO (2) 1" WATER
ETER CONNECTION
I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
DIMENSIONS.
J. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM D3034.
JOINTS SHALL BE EQUAL TO ASTM C -425, TYPE III FOR
COMPRESSION TYPE JOINTS AND INSTALLED WITH AN
INFILTRATION LIMIT OF 0.158 GAL. /IN. DIA. /HOUR1100 FT.
PROVIDE FOR CERTIFIED SATISFACTORY "AIR TEST AND
"MANDRIL TEST" IN ACCORDANCE WITH THE REQUIREMENTS
OF THE UTILITY CO.
K. WATER MAIN FOR 3" AND LARGER SIZES SHALL BE
CENTRIFUGALLY CAST DUCTILE IRON PIPE IN ACCORDANCE
WITH ASA A21.4. TRENCH CONDITION TO BE LAYING
CONDITION '2" 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 A 21.11. PROVIDE FOR DISINFECTION
(CHLORINATION) OF THE WATER LINE AND CERTIFIED
SATISFACTORY BACTERIOLOGICAL FIRST DAY AND SECOND
DAY TEST RESULTS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE UTILITY COMPANY.
L. 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, O -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.
M. STREET REPAIR SHALL BE IN ACCORDANCE WITH THE
STANDARDS OF THE LOCAL AUTHORITY.
N. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE
UTILITY COMPANY AND SHALL PROVIDE CONDUITS AND WORK
AS REQUIRED TO PROVIDE SERVICE TO EACH BUILDING.
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.1
O p
N
S.W.D.P.
/
/
/
/
/
/
1
i
/
/
/
GAS METER BY
UTILITY CO.
TRANSFORMER PAD AND
TRANSFORMER BY UTILITY CO.
BURIED UNDERGROUND
PRIMARY ELEC. SERVICE
BY UTILITY CO.
12' -0"
4 "0 PVC CONDUIT
FOR TELEPHONE SERVICE
BY THIS CONTRACTOR
12' -0"
' ' GAS SERVICE
BY UTILITY CO.
I L�
7 N h
PROPOSED GROUND SIGN
144'
4" DUCTILE IRON PIPE -
ir
EXIST 8" SA N. SEWER
WATER SERVICE ®4' -6" COVER EXIST. 8" SAN. SEWER _`J XIST. 8" SAN. SEWER
�f
EL
fL
SAN, SEWER MH
T /C= 842.99
co
INV. NW= 832.36'
ry Q
Z o z
I
I
DETENTION POND
STORM WATER
(LAKE #2)
I
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
PVC SAN. F6LDG. 2" DOMESTIC WATER
PROPOSED LATERIAL 01.00 %. � .
NEW R/W 5' CONCRETE COPPEE, TYPE L
/ – ASTM D -3034, COPPER AT 4' -6"
WALK SDR -35
�� . GAS SERVICE COVER
EXISTING
NEW R/W
R/W
GENERAL NOTESI
A. IT SHALL 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 OMISSIONS
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 BACKFILLED 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 LINES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
EXIST. 8" SAN. SEWER
BY UTILITY CO.
i
3 TWO (2) 1" WATER
ETER CONNECTION
I. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
DIMENSIONS.
J. SANITARY SEWER PIPING SHALL BE PVC PIPE, ASTM D3034.
JOINTS SHALL BE EQUAL TO ASTM C -425, TYPE III FOR
COMPRESSION TYPE JOINTS AND INSTALLED WITH AN
INFILTRATION LIMIT OF 0.158 GAL. /IN. DIA. /HOUR1100 FT.
PROVIDE FOR CERTIFIED SATISFACTORY "AIR TEST AND
"MANDRIL TEST" IN ACCORDANCE WITH THE REQUIREMENTS
OF THE UTILITY CO.
K. WATER MAIN FOR 3" AND LARGER SIZES SHALL BE
CENTRIFUGALLY CAST DUCTILE IRON PIPE IN ACCORDANCE
WITH ASA A21.4. TRENCH CONDITION TO BE LAYING
CONDITION '2" 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 A 21.11. PROVIDE FOR DISINFECTION
(CHLORINATION) OF THE WATER LINE AND CERTIFIED
SATISFACTORY BACTERIOLOGICAL FIRST DAY AND SECOND
DAY TEST RESULTS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE UTILITY COMPANY.
L. 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, O -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.
M. STREET REPAIR SHALL BE IN ACCORDANCE WITH THE
STANDARDS OF THE LOCAL AUTHORITY.
N. CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE
UTILITY COMPANY AND SHALL PROVIDE CONDUITS AND WORK
AS REQUIRED TO PROVIDE SERVICE TO EACH BUILDING.
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.1
O p
N
S.W.D.P.
/
/
/
/
/
/
1
i
/
/
/
GAS METER BY
UTILITY CO.
TRANSFORMER PAD AND
TRANSFORMER BY UTILITY CO.
BURIED UNDERGROUND
PRIMARY ELEC. SERVICE
BY UTILITY CO.
12' -0"
4 "0 PVC CONDUIT
FOR TELEPHONE SERVICE
BY THIS CONTRACTOR
12' -0"
' ' GAS SERVICE
BY UTILITY CO.
I L�
7 N h
PROPOSED GROUND SIGN
144'
4" DUCTILE IRON PIPE -
ir
EXIST 8" SA N. SEWER
WATER SERVICE ®4' -6" COVER EXIST. 8" SAN. SEWER _`J XIST. 8" SAN. SEWER
�f
EL
co
SAN, SEWER MH
T /C= 842.99
co
INV. NW= 832.36'
ry Q
Z o z
INV. NE= 830.60'
INV. SE= 830.35'
Q
NEW INV. W= 835.40'
Q
C
Q
EXIST. 8" WATER LINE
CA RA4SL DRIVE
SAN. SEWER MH - ' EXIST. 12" WATER MAIN
T/C= 843.38'
INV. NW &SE= 833.25'
SITE UTILITY AND LOCATION PLAN 4.,
SCALE: 1 " — 30'
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SAN. SEWER MH
T /C= 845.62'
NIV. NW &SE= 834.26'
PLAN NOTES
�1 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.
2� TAP INTO THE EXISTING WATER MAIN WITH AN 12 "X4"
TAPPING SLEEVE AND VALVE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE UTILITY CO.
3O 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.
�5 PROVIDE STRIPPING FOR A VAN ACCESSIBLE HANDICAP
PARKING SITE WITH SIGNAGE. SEE DETAILS.
6C PROVIDE CONCRETE WHEELSTOP. (TYPICAL ALONG SIDEWALK).
SEE DETAILS.
�7 PROVIDE PAINT STRIPPING AS REQUIRED AND AS DETAILED.
(TYPICAL)
I
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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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OB E R�
No. 13968 1
i Q • STATE
OF
t•
i •• AND I AI N
SHEET