HomeMy WebLinkAbout09060011 Providence at Old Meridian, Roberts Camera Shop, Development Plans, pg F8
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I STORM SEWER iNiET
1. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 6 FEET OF STRUCTURES.
2. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH
GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND
PROPOSED CROSSING UTILITIES. IN SUCH CASES. THE CONTRACTOR SHALL INSTALL VERTICAL
BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL
BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN
WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE
PRESSURE-TYPE WATER PIPE FOR THE SEWER PER DETAIL SA-9.
4. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 64 INCHES OF COVER AS MEASURED
FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
6. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL
BENDS, TEES AND HYDRANTS PER THE DETAILS.
6. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
7. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
8. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
9. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
10. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
11. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
12. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
L NE TYPE SYMBOL
(200)
LEGEND OF PROPOSED UTILITY IMPROVEMENTS
CTV
EiTv
FM
6"Lot
ST
DESCRIPTION
BURIED ELECTRIC CABLE
AERIAL ELECTRIC
BURIED TELEPHONE CABLE
AERIAL TELEPHONE
BURIED CABLE TV
AERIAL CABLE TV
BURIED ELECICABLE TV
AERIAL. ELEC/CABLE TV
FIRE LINE SIZE AS SHOWN
FORCE MAIN
SIZE AS SHOWN
UTILITY NOTES
GAS LINE SIZE AS SHOWN
SANITARY SEWER
SIZE AS SHOWN
SANITARY SEWER LATERAL
SIZE AS SHOWN
STORM SEWER
SIZE AS SHOWN
SUB-SURFACE DRAIN (SSD)
SIZE AS SHOWN
WATER UNE
SIZE AS SHOWN
STORM STRUCTURE No.
RIM ELEVATION
INVERT ELEVATION
SANITARY STRUCTURE No.
LINE TYPE SYMBOL
a
D.S.
V 4e
tit
NOTES:
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS J.
NOTE:
PRELIMINARY DEVELOPMENT PLANS
"NOT FOR CONSTRUCTION"
DETAILED CONSTRUCTION PLANS TO BE
SUBMITTED AT A LATER DATE.
DESCRIPTION
TRANSFORMER HVAC
LIGHTING
PARKING LOT
AREA DIRECTIONAL
POWER POLE
ELECTRIC
METER MANHOLE
TELEPHONE PEDESTAL
GAS MEIER VALVE
SEWER CLEANOUT
SEWER MANHOLES
STORM SANITARY
STORM SEWER INLETS
STORM SEWER END SECTION
BUILDING DOWNSPOUT
UTILITY BENDS
UTILITY FITTINGS
WATER VALVES
FIRE HYDRANTS
WO/VALVE WNALVE
AIR RELEIF VALVE
BLOW-OFF ASSEMBLY
POST INDICATOR VALVE (PM
FIRE DEPT. CONNECTION
SPRINKLER HEAD
,BENCHMARK DATA
u.S.G.S. DATUM BENCHMARK INFORMATION:
A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND, ALONG U.S. 31
APPROXIMATELY 2.6 MILES NORTH OF INTERSTATE 465 AND 0.7 MILE SOUTH OF 131st STREET, 83 FEET
WEST OF THE CENTERLINE SOUTH BOUND LANE OF U.S. 31 AND 19 FEET EAST OF R/VV FENCE.
SITE BENCHMARK (TBM #1):
MINI RAILROAD SPIKE 2,t FEET UP IN POWER POLE #50 PSC 79 IN SOUTHEAST SIDE. POLE IS ON THE
WEST SIDE OF OLD MERIDIAN, DUE WEST OF THE NORTHwEST CORNER OF PROJECT.
B M. ELEVATION 863.20
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Job No 2009-0804
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Title:
UTILITY PLAN
Igi t E i'71
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Date: June 19, 2009
Scale:
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1- 43 i
42 0
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