HomeMy WebLinkAboutC035.0 - SANITARY PLAN & PROFILE Sanitary
890
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SANITARY SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
EX50
51
52
53
54
STRUCTURE
TYPE
EXISTING MANHOLE
CLEANOUT
CLEANOUT
CLEANOUT
CLEANOUT
TOP OF
CASTING
899.49
899.88
900.05
901.68
902.23
CASTING TYPE
EXISTING
SOLID
SOLID
SOLID
SOLID
INVERT
INV IN = 893.93(E)
INV OUT = 893.73(S)
INV IN = 894.03(S)
INV OUT = 894.03(W)
INV IN = 895.33(E)
INV OUT = 895.33(N)
INV IN = 897.34(E)
INV OUT = 897.34(W)
INV IN = 897.96(E)
INV OUT = 897.96(W)
SANITARY SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
51
52
53
54
DOWNSTREAM
STRUCTURE
54
EX50
51
52
53
SIZE
6"
6"
6"
6"
6"
MATERIAL
PVC
PVC
PVC
PVC
PVC
LENGTH
4'
5'
65'
46'
60'
SLOPE
1.04%
2.00%
2.00%
4.40%
1.04%
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Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
RE
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DD
SANITARY SEWER 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 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.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER
INSTALLATION.
15.SANITARY SEWER LATERAL SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
16.ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE
ELEVATIONS.
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
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
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE 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
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (4 HEAD)
PARKING LOT LIGHT (2 HEAD)
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
RIGHT OF WAY PAVEMENT
DISTRIBUTION BOX
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
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
STANDARD DUTY ASPHALT
STONE
PAVEMENT
SANITARY SEWER PLAN
AND PROFILE LEGEND
UTILITIES
ABBREVIATIONS
OTHER
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
LEGEND
EXISTING GRADE
FINISHED GRADE
GRANULAR BACKFILL