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MIN. 5' STUB
OF 18" RCP
BY LANDLORD
UTILITY MAINS
GAS BY UTILI CO
WATER BY LAND ORI
F/T BY UTILI Y CO
PHASE II
22 L.F. OF PVC SAN. LATERAL
0.1% SLOPE MINIMUM
BY LIA)4DLORD
STR. No." 19 I
TOR 820.17
'RASE
BY LANDLORD
ex. sanitary mh
tc 821.90
Inv n.- 806.56
inv e.- 808.35
FIRE DEPT.
CONNECTION
PIPE
BOLLARDS
TYP.
120 L.F. OF PVC
SANITARY LATERAL
1.0% SLOPE (KIN.) BY LANDLORD
P.i.V.
6" W
148 L.F.
18" RCP 1.42%
6" TAPPING TEE
AND VALVE
REQUIRED
existinJ sanitaf y sewer
TRANSFORMER PAD BY GENERAL
CONTRACTOR. TRANSFORMER AND
ELECTRIC LINE TO TRANSFORMER
BY UTILITY COMPANY
PHASE I
(PREVIOUSLY
APPROVED)
I\
21" RCP O
129 L.F.
f 21 RCP
I
PHA III
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30' Oi 4"
STR. No. 18
TOR= 819.99
(PHASE II)
(,KIY LANDLORD
1
84 L.F. OH' RCP .22%
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NOTE: THIS PROJECT IS THE NORTHEAST PAD
IN THE GREYHOUND COMMONS DEVELOPMENT
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NOTE:
UTILITY LINES WILL BE BROUGHT WITHIN
5' OF BUILDING BY THE FOLLOWING
WATER
GAS
ELECTRIC
BY LANDLORD
BY UTILITY COMPANY
BY UTILITY COMPANY
to transformer
1
1
1
ex. sanitary mh
tc 822.81
tnv n.- 808.21
Inv s.= 808.11
8" pvc
FOX HOUND
SR431 RAMP
vt)
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GREYHOUND COMMONS
KEYMAP
to
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20'
SCALE: 1"=20'
40'
T
W
E
EXISTING
TELEPHONE
WATER
ELECTRIC
GAS
SANITARY SEWER
PROPERTY LINE
EASEMENT
WATER VALVE
LEGEND
G
E
T
W
GM
EM
H
0
PROPOSED
GAS LINE
ELECTRIC LINE
TELEPHONE LINE
WATER LINE
GAS METER
ELECTRIC METER
ELECTRICAL TRANSFORMER
WATER VALVE
WATER METER PIT
LIGHT POLE
WALL MOUNTED LIGHT SHOEBOX
PHASE I SANITARY SEWER
PHASE I STORM SEWER
EASEMENT
TAPPING TEE
FIRE HYDRANT
UNDERDRAIN
GENERAL UTILITY NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL)
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND
IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY
COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES
SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT
AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL.
THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE
TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL
STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. WATER METERS SHALL BE INSTALLED INSIDE OF MECHANICAL ROOMS PER CITY OF
CARMEL WATER STANDARDS.
14. ALL WATER MAINS SHALL BE DUCTILE IRON, CLASS 350.
15. CONTRACTOR IS RESPONSIBLE TO VERIFY DEPTH, SIZE AND LOCATION OF EXISTING
WATER AND SEWER UTILITIES PRIOR TO CONSTRUCTION.
16. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAIN INDICATED ON PLAN.
17. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATER MAIN INDICATED ON PLAN.
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1- 800 382 -5544
CALL TOLL FREE
INDIANA UNDERGROUND
BENCH INFORMATION
BM 142 ELEV 884.62 (NAVD 88 DATUM)
A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' NORTH (NI 156 ST. ON EAST EDGE OF ABANDONED R.R. R /W,
SOUTH OF WOODEN FENCE, 3' NORTHEAST OF 10' PINE TREE, WEST
EDGE OF ASPHALT DRIVE.
BM N237 ELEV 825.90 (NAVD 88 DATUM)
A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' WEST OF Q. CUMBERLAND ROAD, 28' SOUTH OF 146 STREET,
STAMPED N237 1947.
TBM 501 ELEV 836.66
A CHISELED "X" W. BONNET BOLT OF FIRE HYDRANT APPROX. 15' EAST
OF EAST FACE OF KOHL'S 200' SOUTH OF SOUTHEAST CORNER OF KOHL'S
TBM 50 ELEV 824.79
CUT "X" W. BOLT TRAFFIC STRAIN POLE AT THE NORTHWEST CORNER OF THE
ENTRANCE TO LOWE'S 146 STREET RAMP.
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
05/20/04
WJT
KMB
IN2004.0443
REVISIONS
e TAC
REV. F
I REV. FIRE
HYD. LOC.
A GENERAL
0 7/02/04
07/22/04
07/27/04
SHEET NO.
C4.1
OF
I N 2004.0443.073.C41.0 P