HomeMy WebLinkAboutC800 UTILITY PLAN146TH STREET
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
SLIDE 161
OVERBROOK FARMS SEC. 2
INST. NO. 2014053278
OVERBROOK FARMS
SEC. 3 INST. NO.
2014053278
EX.SANITARY MANHOLE
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SA
N
SA
N
SA
N
SA
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SAN
SAN
SA
N
SAN SAN SAN
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COM(U)COM(U)
E(U)E(U)COM(U)
146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
PROPOSED 30'
SANITARY SEWER
EASEMENT
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
100
101
102
201
202
203
204
205
206
207
208
209
210
211
STRUCTURE TYPE
???
MANHOLE
???
???
MANHOLE
MANHOLE
INLET TYPE A
INLET TYPE A
MANHOLE
INLET TYPE A
???
???
???
???
TOP OF
CASTING
888.13
896.00
888.08
901.40
902.16
901.80
901.90
903.00
903.27
902.75
896.74
898.50
896.74
897.32
CASTING
TYPE
???
NEENAH R-1642
???
???
NEENAH R-4342
NEENAH R-4342
NEENAH R-3405
NEENAH R-3405
NEENAH R-4342
NEENAH R-3405
???
???
???
???
INVERT
INV IN = 887.00(NE)
INV IN = 889.85(N)
INV OUT = 889.85(SW)
INV OUT = 890.00(S)
INV IN = 899.08(NW)
INV IN = 899.22(W)
INV IN = 899.53(N)
INV OUT = 899.10(SE)
INV IN = 899.86(N)
INV OUT = 899.76(E)
INV IN = 900.20(NE)
INV OUT = 900.10(S)
INV OUT = 900.50(SW)
INV IN = 899.96(NW)
INV OUT = 899.86(S)
INV OUT = 900.10(SE)
INV IN = 898.83(NE)
INV OUT = 899.25(SW)
INV IN = 898.50(NE)
INV OUT = 898.70(SW)
END SECTION
END SECTION
END SECTION
END SECTION
END SECTION
N/A
N/A
N/A
N/A
N/A
END SECTION N/A
END SECTION N/A
GENERAL UTILITY NOTES
1.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND
LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE
LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE
VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE
SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
3.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE
LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND
MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY
AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
7.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND
ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS
RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM /
SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE
PVC.
9.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN
SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.
10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
EXISTING CONDITIONS OR BETTER.
11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING
TAP CONNECTION.
15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND
FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE
WITH PLUMBING DRAWINGS.
16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH
LOCAL UTILITIES.
17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT
POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE
INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
21.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION
CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES
SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER MANHOLE. COORDINATE CONNECTION WITH MEP.
PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS
REQUIRED.
EXISTING SANITARY SEWER MANHOLE. CREATE INTERNAL DROP FOR
PROPOSED LATERAL CONNECTION. REFER TO DETAIL ON SHEET
C801.
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE
AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS
OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801].
PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED
AREAS ONLY). REFER TO DETAIL ON SHEET [C801]..
SS3
SS2
SS4
E1
E2
C1
SS5
SS1
C800
UT
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L
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T
Y
P
L
A
N
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
WATER MANHOLE
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
HANDICAPPED SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONSOTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
C2
ELECTRIC NOTES:
COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM
SERVICE DROP LOCATION TO BUILDING. COORDINATE CONNECTION
WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS
REQUIRED.
BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.
ADJUST AS REQUIRED.
COMMUNICATION NOTES:
COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE
LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED.
4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS.
CONTRACTOR TO PROVIDE #6 GROUND WIRE AT THE D-MARC
LOCATION. 7 LINES ANTICIPATED FOR SERVICE. (4 PHONE, 1 DATA,
1 SECURITY, AND 1 FAX/MODEM)
COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE
PROVIDER.
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STEVEN SCOTT RUCKER P.E. 11300279