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EXTEND OFFSITE 8" PVC 0.43X
DATE: MARCH 08, 2000
SCALE: 1" 40'
PROJECT NO. 111-1150
SHEET
C108
80'
TBM *1- CUT BOX ON S. SIDE AREA LIGHT BASE
SIDE OF NORTH MOST ENTRANCE TO...:
MEIJER STORE WEST SIDE OLD MERIDIAN.
:ELEV. 863.17
TBM *2 RR SPIKE W. SIDE 42" OAK TREE,
NEAR ENE CORNER OF SITE.
ELEV. 855.10
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GENERAL. NOTES:
ALL POINTS Of CONNECTION OF' PROPOSED SANITARY AND STORM
SEWERS TO EXISTING SYSTEMS MUST BE VERFED FROM A
KNOWN BENCHMARK VERTICALLY AND HORIZONTALLY BEFORE
START OF CONSTRUCTION. ANY CONFLICT WITH THE PLANS
MUST BE REPORTED NJUEDIATELY.
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
AFFECTED UTILITIES AND THE LOCAL. UTILITES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO CENTER OF
STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS.
4. CONTRACTOR SHALL CALL 1-800 382 -5544 FORTY -EIGHT (48)
HOURS PRIOR TO CONSTRUCTION FOR ALL EXISTING UTLITY
LOCATIONS.
5. SEE SHEETS C103 C104 FOR SITE PLAN.
6. SEE SHEETS C105 C106 FOR GRADING PLAN.
7. SEE SHEETS C116 THROUGH C119 FOR CONSTRUCTION DETAILS.
8. ALL WATER LATERALS TO BE 4" UNLESS OTHERWISE NOTED.
9. ALL SANITARY MAINS TO BE 8" PVC UNLESS OTHERWISE NOTED.
10. ALL SANITARY LATERALS TO BE 6" 0 1.OX UNLESS OTHERWISE NOTED.
11. SEE ARCHITECTURAL PLANS FOR WATER METER. SPRINKLER
CLOSET LOCATIONS.
12. EXCAVATE 10' x 20' CROSS- HATCHED AREA UPSTREAM OF PROPOSED
BRIDGE WITH A TWO (2) FOOT CUT BELOW PROPOSED GRADE.
ADD BACK 12" COMPACTED CLAY IN THIS AREA FOR EROSION
CONTROL AND UNDERLINING PROTECTIONOF RETAINING WALL
FOUNDATION. PLACE 12" DEEP RIP -RAP OVER 12" COMPACTED
CLAY TO DISSIPATE ENERGY FROM WATER PUMPED BACK
UPSTREAM FROM WATERFALL AND POND BELOW BRIDGE.
13. SEE SHEET C116 FOR RET.WALL DESIGN
LEGEND
EXISTING PROPOSED
ssssssss STORM SEWER
••.ra•.m••e• SANITARY SEWER
CLEAN -OUT
SAMTARY LATERAL
MANHOLE
INLET
END SECTION
STORM SEWER STR. NO.
SANITARY SEWER STR. NO.
w WATERLINE
T- BURIED TELEPHONE LINE
BURIED ELECTRIC LINE
304'
FIBER OPTIC CONDUIT
-M -OVERHEAD ELECTRIC
GAS LINE
x FENCE
POWER POLE
a GAS METER
THRUST BLOCK
WATER VALVE
FIRE HYDRANT
45• ELBOW
APPROX. 50' UTL. EASEMENT TO BE
ACQUIRED BY CITY OF CARIpEL.
CON+ECT TO V PROPOSED DUCTLE IRON PROPOSED WATER I LIE
WATER MAIN (TO BE CONSTRUCTED TO CONFLICT 'GAS PIPELINE'
PROPERTY LNE BY WY OF CARMEL). EXIST. 3' D I A. CASING.
390'
T
F/0
N
0
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90• ELBOW .T
TEE .i.
TRANSFORMER PAD
BACKFLOW PREVENTER
WATER METER isto
(WATER METERED N BLDG CLOSET PER ARCHITECT)
PROPERTY OF TWIN LAKES
"DONT DIG BLIND*
1-800- 382 -5544
CALL BEFORE YOU DIG
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