HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 04w
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EXISTING
SPOT ELEVATION
CONTOUR
MANHOLE /INLET
INLET
PIPE END SECTION
AREA /STREET LIGHT
TELEPHONE RISER
ELECTRIC RISER
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
WATER LINE
WATER VALVE
FIRE HYDRANT
WATER METER
GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE /BUSH
EVERGREEN TREE /BUSH
TREE /SHRUB LINE
NOTES:
LEGEND=
ELEC
UTILITY COMPANIES: SBC AMERITECH
CINERGY PUBLIC SERVICE OF INDIANA
CLAY REGIONAL WASTE (SANITARY SEWER)
CARMEL WATER COMPANY
VECTREN
PROPOSED
SANITARY SEWER
SANITARY SEWER CLEANOUT
STORM SEWER
STORM INLET
ELECTRIC SERVICE LINE
UNDERDRAIN
WATER MAIN
WATER SERVICE
FIRE HYDRANT
WATER VALVE
2. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER
LINES AND FIRE PROTECTION WITHIN BUILDINGS.
3. PLUMBING CONTRACTOR TO VERIFY WATER PRESSURES. WATER SERVICE SIZE
AND METER SUBJECT TO REVIEW AND REFINEMENT. FINAL WATER SERVICE SIZE
AND METER SIZE TO BE DETERMINED BY PLUMBING CONTRACTOR /ARCHITECT.
4. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS,
CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING
UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY) IS THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
6. RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE
SANITARY SEWER ASTM D-3034, SDR -35
HCSP HELICAL CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
HDPE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (SMOOTH FLOW)
7. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING.
RIGID PIPE TO BE INSTALLED PER ASTM C -12.
8. 10 LINEAL FEET OF 4" SUBSURFACE OTHERWISE A NOTED ON PLANS). WAY (UPGRADE) FROM
ALL STORM INLETS (UNLESS
9. FOR SITE DETAILS SEE SHEETS "C801", "C802" AND "C803".
10. FOR SITE SPECIFICATIONS SEE SHEET "C901".
11. FOR SOIL EROSION AND CONTROL DATA SEE SHEET "C803
12. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT CITY OF CARMEL STANDARD SPECIFICATIONS,
LATEST EDITION.
13. SEE MECHANICAL /PLUMBING PLANS FOR SIZE OF DOMESTIC AND
FIRE PROTECTION WATER LINES.
14. PROPOSED 12" WATERLINE BY CARMEL UTILITIES TO BE INSTALLED
ON THE RIGHT -OF -WAY LINES.
CD
(E) INV. 83 56 AS
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TC 850.E
(SE) INV. 844.56 gi
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TYPE I
CLEAN OUT
TC. 853.3
INV. ELEV. 847.
10' BUIL1s11NG UNE
AH R -1 72 -C
TC 851.70
(SE) INV. 843.86
(NW) -INV: 843;86
CONTRACTOR SHALL RELOCATE ALL
EXISTING UTILITIES ON SITE
W/
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ism FLOOR
IN LET TYPE E
g I NEENAH R-3286-
(E) INV. 843.20
FINISHED FLOOR
ELEV. 853.50
STORMTEC ISLAND (WEST)
STORMTECH UNDERGROUND STORAGI
29 ROWS x 12 CHAMBERS (1469')
AN 9 R WS x 4 CI-IAMBERp (45x.5,0`)
B01 OI OF UNI` 8 3.50
2 R F1_0(.1) EIi 43.8
10 r FLOOD ELEV. 844."1
OC YR, FLOOD EL. V. 846: 2
PROPO
TC 851. 0
(W) IN 842.49
(S) INV 842.39
PROPOSED SW MH:
T 20
(N) I V. 838.93
V. 840.83
.72 LF 8" PVC 0.45%
INLET TYPE 'A -MOD` WI
TC 848.60
INV. 84545
INLET E
NEENAH R 281
TC 848.60
(N) INV.: 18
(E) INV. 844.93
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TC. 853.5
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(W) INV. 83$.51
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I (w) INV.
SHED FLOOR
851.50
154 PVC VI 0.45%
STREE T "B"
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STORMTEC ISLAND (EAST)
STORMTECH UNDERGROUND STORAGE
19 ROWS x 11 CHAMBERS (91'x8O')
BO OM UNI 8 2.95
2 FL E.
10 FL ETV. =:3.7
00 FL E V. 844. 1
IN. 84
IN 84185
FINISHED FLOOR
ELEV. 851.50
fl.4 a I TC 8 0 SAN
I (E) INV. 839.17
(W) INV. 839.07
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17_1717-1_ .Th
REVISIONS
NORTH
SCALE: 1 30'
DRAWING: 2308203
DATE: 08/18/04
PROJ. NO.: 2308
DRAWN BY: cE
SHEET NO.:
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(W) INV. 840.85
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(N) INV. 842.00
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MANHOLE TYPE `F W/
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