CEDAR FALLS CSD HANSEN ELEMENTARY WATER MAIN …...ex elec ex fiber ex cable geothermal well supply...
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T T FOOTBALL FIELD SOCCER FIELD(S)/PARK RESIDENTIAL PROPERTY RESIDENTIAL PROPERTY RESIDENTIAL PROPERTY RESIDENTIAL PROPERTY 4TH STREET 4TH STREET RESIDENTIAL PROPERTY RESIDENTIAL PROPERTY BERM BERM REMOVE CURB STOP ON ABANDONED MAIN PROPERTY LINE PROPERTY LINE EX CHAIN LINK FENCE EX CHAIN LINK FENCE EX ELEC EX FIBER EX CABLE EX ELEC EX FIBER EX CABLE GEOTHERMAL WELL SUPPLY W PROPERTY LINE EX CW EX CW EXA 6" CW 6" CW 6" CW 6" CW M002 3 M002 2 PROPERTY LINE 2 EX CURB STOP 3 3 4 4 6" CW EX 6" CW EX 6" CW 6 7 RESIDENTIAL PROPERTY BERM PROPERTY LINE EX G EXA CW CW 4TH STREET RESIDENTIAL PROPERTY PARK 1 3 6" CW BY CEDAR FALLS UTILITIES NEW CITY WATER MAIN INSTALLED BY CITY DURING THE TIMEFRAME OF THIS PROJECT. CURB STOP BY CEDAR FALLS UTILITIES SIDE WALK 6" CW 6 BY M.C. EX G EXA 6" CW EX ELECTRICITY EX FIBER OPTIC EX CABLE EX CABLE RESIDENTIAL PROPERTY EX CHAIN LINK FENCE PROPERTY LINE EX G EXA CW EX ELEC EX FIBER EX CABLE EX CONCRETE EX CURB STOP CURB STOP ON 2" CW. CAP PIPE FOR FUTURE USE 5 6" CW 2" CW REMOVE CURB STOP ON PIPE TO BE ABANDONED CURB STOP ON 6" CW REMOVE AND REPLACE FIRE HYDRANT EX 6" CW 6 7 EX CONCRETE GENERAL NOTES: A. B. C. D. E. F. G. UTILITIES SHOWN ARE INDICATED SCHEMATICALLY. CONTRACTORS SHALL VERIFY ALL DEPTHS AND ALL LOCATIONS/ DIMENSIONS PRIOR TO EXCAVATING. ALL UTILITIES MAY NOT BE SHOWN. ALL UNDERGROUND UTILITIES, PIPING, ETC. SHALL BE SURVEYED/LOCATED EXACTLY BEFORE DIGGING. ANY BACKFILL SHALL BE TAMPED AND COMPACTED TO PREVENT FUTURE SETTLING. ALL EXCESS DIRT SHALL BE CLEARED FROM THE AREA AND DISPOSED OF. MECHANICAL CONTRACTORS SHALL REPAIR ALL DISTURBED SURFACES SUCH AS SIDEWALKS, DRIVEWAYS, STREETS, GRASS, AND CONCRETE. REPLACED SURFACES SHALL MATCH EXISTING. INVERT ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR TO CALCULATE REQUIRED INVERTS. CONTRACTOR IS RESPONSIBLE FOR DOING ALL WORK PER LOCAL RESPECTIVE UTILITY REQUIREMENTS. VERIFY EXACT LOCATIONS OF UTILITY CONNECTIONS, PRIOR TO START OF WORK. REFERENCED NOTES: 1. 2. 3. 4. 5. 6. 7. (NOT ALL NOTES MAY BE APPLICABLE TO THIS SHEET) COORDINATE TIMEFRAME OF NEW CONNECTION TO NEW CITY MAIN WITHIN STREET WITH THE CITY. 4TH STREET WILL BE RECONSTRUCTED AND A NEW CITY WATER MAIN WILL BE INSTALLED IN THE STREET AS SHOWN BY THE CITY DURING THE TIMEFRAME OF THIS PROJECT. REMOVE CURB STOP ON EXISTING WATER MAIN TO BE ABANDONED. PIPING BELOW BERM SHALL BE HORIZONTALALLY BORED. BERM MUST BE REPLACED OR REPAIRED TO EXISTING SIZE AND SHAPE UPON COMPLETION OF WORK. PIPE MUST MAINTAIN A MINIMUM OF 60" OF COVER ON ALL SIDES. RESEED GRASS AS REQUIRED. PIPE UNDER PLAYGROUND CONCRETE SHALL BE HORIZONTALLY BORED. REPLACE EXISTING FIRE HYDRANT WITH NEW HYDRANT. SEE DETAILS FOR CONNECTION REQUIREMENTS. PERFORM FINAL GRADING AND SEEDING AROUND ALL DISRUPTED AREAS. FINAL GRADING SHALL MATCH EXISTING LAY OF THE LAND AND BERM LOCATED ALONG SIDE OF CITY PARK MUST BE REPLACED AS REQUIRED TO MATCH EXISTING. REPLACE ALL DISRUPTED CONCRETE ALONG SIDE OF WATER MAIN REPLACEMENT IN THIS AREA. MATCH EXISTING FILL DEPTH, REBAR, AND CONCRETE THICKNESS. NOTE: UTILITIES SHOWN ARE INDICATED SCHEMATICALLY. CONTRACTORS SHALL VERIFY ALL DEPTHS AND ALL LOCATIONS/DIMENSIONS PRIOR TO EXCAVATING. ALL UTILITIES MAY NOT BE SHOWN. O F E R O T N P A T C T O R C N S R U O I N Y R I I L M N DATE: SHEET NAME: SHEET: DATE VERSION BID SET SITE PLAN M002 CEDAR FALLS CSD HANSEN ELEMENTARY WATER MAIN IMPROVEMENTS 616 HOLMES DR, CEDAR FALLS, IA 50613 02/13/2018 17-055 CEDAR FALLS CSD HANSEN ELEMENTARY WATER MAIN IMPROVEMENTS N 1" = 50'-0" 1 SITE PLAN N 1" = 20'-0" 2 SITE PLAN - 4TH STREET CONNECTION N 1" = 20'-0" 3 SITE PLAN - ORIGINAL SERVICE CONNECTION AND FIRE HYDRANT NOTE: REPLACEMENT OF WATER MAIN SHALL BE COMPLETED IN A TIMELY MANNER TO MINIMIZE DOWN TIME OF SCHOOL WATER SUPPLY. COORDINATE TIMEFRAME WITH THE CITY ON WHEN NEW CITY WATER MAIN ON 4TH STREET WILL BE COMPLETE AND LIVE.
Transcript of CEDAR FALLS CSD HANSEN ELEMENTARY WATER MAIN …...ex elec ex fiber ex cable geothermal well supply...
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FOOTBALL FIELD
SOCCER FIELD(S)/PARK
RESIDENTIAL PROPERTY
RESIDENTIAL PROPERTY
RESIDENTIAL PROPERTY
RESIDENTIAL PROPERTY
4TH STREET 4TH STREET
RESIDENTIAL PROPERTY RESIDENTIAL PROPERTY
BERM
BERM
REMOVE CURB STOP
ON ABANDONED MAIN
PROPERTY LINE
PROPERTY LINE
EX CHAIN LINK FENCE
EX CHAIN LINK FENCE
EX ELEC
EX FIBER
EX CABLE
EX ELEC
EX FIBER
EX CABLE
GEOTHERMAL
WELL SUPPLY
W
PROPERTY LINE
EX C
W
EX CW
EXA 6" CW
6" CW
6" CW
6" CW
M002
3
M002
2
PROPERTY LINE
2
EX CURB STOP
3
3
4
4
6" CW
EX 6" CW
EX 6" CW
6
7
RESIDENTIAL PROPERTY
BERM
PROPERTY LINE
EX G
EXA C
WCW
4TH STREET
RESIDENTIAL PROPERTY
PARK
1
3
6" CW BY CEDAR
FALLS UTILITIES
NEW CITY WATER MAIN
INSTALLED BY CITY DURING
THE TIMEFRAME OF THIS
PROJECT.
CURB STOP BY CEDAR
FALLS UTILITIES
SIDE WALK
6" CW
6
BY M.C.
EX G
EXA 6" CW
EX ELECTRICITY
EX FIBER OPTIC
EX CABLE
EX CABLE
RESIDENTIAL PROPERTY
EX CHAIN LINK FENCE
PROPERTY LINE
EX G
EXA C
W
EX E
LEC
EX F
IBER
EX C
ABLE
EX CONCRETE
EX CURB STOP
CURB STOP ON 2" CW.
CAP PIPE FOR FUTURE
USE
5
6" CW2" CW
REMOVE CURB STOP ON
PIPE TO BE ABANDONED
CURB STOP ON 6" CW
REMOVE AND REPLACE
FIRE HYDRANT
EX 6" CW
67
EX CONCRETE
GENERAL NOTES:
A.
B.
C.
D.
E.
F.
G.
UTILITIES SHOWN ARE INDICATED SCHEMATICALLY. CONTRACTORS
SHALL VERIFY ALL DEPTHS AND ALL LOCATIONS/ DIMENSIONS PRIOR TO
EXCAVATING. ALL UTILITIES MAY NOT BE SHOWN.
ALL UNDERGROUND UTILITIES, PIPING, ETC. SHALL BE
SURVEYED/LOCATED EXACTLY BEFORE DIGGING.
ANY BACKFILL SHALL BE TAMPED AND COMPACTED TO PREVENT FUTURE
SETTLING. ALL EXCESS DIRT SHALL BE CLEARED FROM THE AREA AND
DISPOSED OF.
MECHANICAL CONTRACTORS SHALL REPAIR ALL DISTURBED SURFACES
SUCH AS SIDEWALKS, DRIVEWAYS, STREETS, GRASS, AND CONCRETE.
REPLACED SURFACES SHALL MATCH EXISTING.
INVERT ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR TO
CALCULATE REQUIRED INVERTS.
CONTRACTOR IS RESPONSIBLE FOR DOING ALL WORK PER LOCAL
RESPECTIVE UTILITY REQUIREMENTS.
VERIFY EXACT LOCATIONS OF UTILITY CONNECTIONS, PRIOR TO START
OF WORK.
REFERENCED NOTES:
1.
2.
3.
4.
5.
6.
7.
(NOT ALL NOTES MAY BE APPLICABLE TO THIS SHEET)
COORDINATE TIMEFRAME OF NEW CONNECTION TO NEW CITY MAIN
WITHIN STREET WITH THE CITY. 4TH STREET WILL BE
RECONSTRUCTED AND A NEW CITY WATER MAIN WILL BE INSTALLED
IN THE STREET AS SHOWN BY THE CITY DURING THE TIMEFRAME OF
THIS PROJECT.
REMOVE CURB STOP ON EXISTING WATER MAIN TO BE ABANDONED.
PIPING BELOW BERM SHALL BE HORIZONTALALLY BORED. BERM MUST
BE REPLACED OR REPAIRED TO EXISTING SIZE AND SHAPE UPON
COMPLETION OF WORK. PIPE MUST MAINTAIN A MINIMUM OF 60" OF
COVER ON ALL SIDES. RESEED GRASS AS REQUIRED.
PIPE UNDER PLAYGROUND CONCRETE SHALL BE HORIZONTALLY BORED.
REPLACE EXISTING FIRE HYDRANT WITH NEW HYDRANT. SEE DETAILS
FOR CONNECTION REQUIREMENTS.
PERFORM FINAL GRADING AND SEEDING AROUND ALL DISRUPTED
AREAS. FINAL GRADING SHALL MATCH EXISTING LAY OF THE LAND AND
BERM LOCATED ALONG SIDE OF CITY PARK MUST BE REPLACED AS
REQUIRED TO MATCH EXISTING.
REPLACE ALL DISRUPTED CONCRETE ALONG SIDE OF WATER MAIN
REPLACEMENT IN THIS AREA. MATCH EXISTING FILL DEPTH, REBAR,
AND CONCRETE THICKNESS.
NOTE:
UTILITIES SHOWN ARE INDICATED SCHEMATICALLY.
CONTRACTORS SHALL VERIFY ALL DEPTHS AND ALL
LOCATIONS/DIMENSIONS PRIOR TO EXCAVATING. ALL
UTILITIES MAY NOT BE SHOWN.
O
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TOR
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YR
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DATE:
SHEET NAME:
SHEET:
DA
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VE
RS
ION
BID
SE
T
SITE PLAN
M002
CE
DA
R F
ALLS
CS
D H
AN
SE
N E
LE
ME
NT
AR
Y
WA
TE
R M
AIN
IM
PR
OV
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TS
616 H
OLM
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DR
, C
ED
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FA
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, IA
50613
02/1
3/2
018
17-055 CEDAR FALLS CSD HANSEN ELEMENTARY WATER MAIN IMPROVEMENTS
N
1" = 50'-0"1
SITE PLAN
N
1" = 20'-0"2
SITE PLAN - 4TH STREET CONNECTION
N
1" = 20'-0"3
SITE PLAN - ORIGINAL SERVICE
CONNECTION AND FIRE HYDRANT
NOTE: REPLACEMENT OF WATER MAIN
SHALL BE COMPLETED IN A TIMELY
MANNER TO MINIMIZE DOWN TIME OF
SCHOOL WATER SUPPLY. COORDINATE
TIMEFRAME WITH THE CITY ON WHEN
NEW CITY WATER MAIN ON 4TH
STREET WILL BE COMPLETE AND LIVE.
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aoltmannText BoxCFCSD HANSEN ELEMENTARY SCHOOL
aoltmannText Box4TH STREET
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17-055 CF CSD Hansen Elementary Water Main Replacement MODUS Central (R17)_aoltmannM002 - SITE PLAN
