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STR. No. 16
F TOR= 820.19
1 (PHASE II)
SW. No. 1
AY, `f (PHASE TOR820 II
2 11 x 8" TEE AND
VALVE REQUIRED
2 "x 8" TEE AND
VALVE REQUIRED
30+ 700
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SW. No.
TOR 819.42
.(PHASE II)j
PROPOSED
UTILITY EASEMENT
8 "x 18"
TAPPING TEE
6 VALVE RE U IRED
EX. SAN.
EASEMENT
r r'
II
rr
rr
r
ter
G
r
124.1.1. OF
8" RCP 0.60%
30- 800
EX. UTILITY
EASEMENT
ex. sanitary mh
tc 821.90 (ADJUST TO 821.40)
inv n.= 806.56
inv e.= 806.35
INV (W)= 808.35 (EXTERNAL DROP REQ'D)
EX. WATER
EASEMENT
*191 L.F. OF
21' RCP 0.35%
1
®J e
SW. No. 21
TOR= 820.24
(PHASE II)
SR 451 RAMP (LOWE'S WAY)
..t
I
SIR. No. 23
TOR= 821.30
12 RCP 0 6.50% 1 55 LF. OF
PROPOSED
FIRE HYDRANT
8 "x 18" TTPPIN6 TEE
,,y4LVE' It QU IRE
2 "x 8" TEE AND
VALVE REQUIRED
GAS METER
F.F.E. 822.25
1 VI[- OLV.JV I�i!I`�
l I
2" WATER METER
150 LF. OF. 6' PVC
SANITARY LATERAL
.!01.09 SLOPE (MIN.)
3 LF. OF/
‘12 RCP O.75%
30' OF 4'
UNDERDRAI
(TYP.)
SIR. •.13
TOR= Q19.90
151 LF. OF 6' PVC
SANITARY LATERAL
0 1.0% SLOPE (MIN.).-
((PHASE II)
132 L.F. PVC
SANITARY LATER
,0 1.0% SLOPE (MIN.)
a(PHASE
CAP END OF 2" WATER
LINE FOR FUTURE SERVICE
CONNECTION
PROPOSED
FIRE HYDRANT
GAS METER
2" WATER METER
F.F.E.=82225 I
F.F.E =822.25
i
r r t
I
STR. No. 3
TOR=f 19 99L
120 F. OF 6" PVC
SANITARY LATERAL
01.0% SLOPE (MIN.)
(PHASE II)
No. 7
/TOR= 819.99
TOR =819.
PHASE II
-STR. No.
TOR =Bq
30' OF 4'
UNDERDRAIN
F.F.E.=822.25
SIR. "No. 20
TOR= 820.22
PHASE II)r-
12& L.F. OF
21' RQP ®.9O%
ELECTRIC METER
GAS METER
STR. No. 15
TOR= 819.89
STR: No. 22
6'x 8" TEE AND
VALVE REQUIRED
2 "x 8" TEE AND
VALVE REQUIRED
95 LF. OF -A ji
24 RCP O.55N
ii i
J
tc 822.81
Inv n. 808.21
inv S.= 808.11
8' pve
I I
II �J
It
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II
LVA
E/T
CONTRACTOR TO COORDINATE LOCATION
1 OF GAS, ELECTRIC 6 TELEPHONE SERVICE f%
C(
v LINES WITH APPROPRIATE UTILITY COMPANY.
CONTACT INFORMATION I IS LOCATED
's ON SHEET CO.1. I I{ I 1
t i I I
1I if
.1
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
0
40'
80'
SCALE: 1"=-
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.
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. SEE SHEET C4.2 FOR SANITARY SEWER PROFILE.
14. WATER METERS SHALL BE INSTALLED INSIDE OF MECHANICAL ROOMS PER CITY OF
CARMEL WATER STANDARDS.
15. ALL WATER MAINS SHALL BE DUCTILE IRON, CLASS 350.
16. CONTRACTOR IS RESPONSIBLE TO VERIFY DEPTH, SIZE AND LOCATION OF EXISTING
WATER AND SEWER UTILITIES PRIOR TO CONSTRUCTION.
BENCH INFORMATION
BM i 142 ELEV 884.62 (NAVD 88 DATUM)
A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' NORTH OFq 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 (NAND 88 DATUM)
A U.S.C. k G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' WEST OF c. CUMBERLAND ROAD, 28' SOUTH OF c.. 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.
12/05/03
WJT
KMB
1N2003.0744
REVISIONS
A TAG
A\ GENERAL
02/17/04
03/26/x4
IN2003.0744.073.C4LUP
LEGEND
EXISTING
PROPOSED
T
TELEPHONE
GAS LINE
6
W-
WATER
LINE
E
ELECTRIC
-E-
ELECTRIC
TELEPHONE LINE
T
G-
GAS
WATER LINE
w
SANITARY SEWER
Nom
GAS METER
GM
PROPERTY LINE
NNE
ELECTRIC METER
EM
EASEMENT
ELECTRICAL TRANSFORMER
A
WATER VALVE
H
WATER VALVE
8
WATER METER PIT
E0
LIGHT POLE
WALL MOUNTED LIGHT SHOEBOX
---e---
PHASE I SANITARY SEWER
PHASE I STORM SEWER
EASEMENT
TAPPING TEE f`,
its
FIRE HYDRA
PHASE II STORM SEWER
_.T:
/a\
UNDERDRAIN /3\
U
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W
STR. No. 16
F TOR= 820.19
1 (PHASE II)
SW. No. 1
AY, `f (PHASE TOR820 II
2 11 x 8" TEE AND
VALVE REQUIRED
2 "x 8" TEE AND
VALVE REQUIRED
30+ 700
r'
r..r
f r'
!r
s
rr r�
r'
rr O -�'r
r
r
,r J r
,rte �0�
r
Ar rr.
rr
rr -r./
rr
i r
1
SW. No.
TOR 819.42
.(PHASE II)j
PROPOSED
UTILITY EASEMENT
8 "x 18"
TAPPING TEE
6 VALVE RE U IRED
EX. SAN.
EASEMENT
r r'
II
rr
rr
r
ter
G
r
124.1.1. OF
8" RCP 0.60%
30- 800
EX. UTILITY
EASEMENT
ex. sanitary mh
tc 821.90 (ADJUST TO 821.40)
inv n.= 806.56
inv e.= 806.35
INV (W)= 808.35 (EXTERNAL DROP REQ'D)
EX. WATER
EASEMENT
*191 L.F. OF
21' RCP 0.35%
1
®J e
SW. No. 21
TOR= 820.24
(PHASE II)
SR 451 RAMP (LOWE'S WAY)
..t
I
SIR. No. 23
TOR= 821.30
12 RCP 0 6.50% 1 55 LF. OF
PROPOSED
FIRE HYDRANT
8 "x 18" TTPPIN6 TEE
,,y4LVE' It QU IRE
2 "x 8" TEE AND
VALVE REQUIRED
GAS METER
F.F.E. 822.25
1 VI[- OLV.JV I�i!I`�
l I
2" WATER METER
150 LF. OF. 6' PVC
SANITARY LATERAL
.!01.09 SLOPE (MIN.)
3 LF. OF/
‘12 RCP O.75%
30' OF 4'
UNDERDRAI
(TYP.)
SIR. •.13
TOR= Q19.90
151 LF. OF 6' PVC
SANITARY LATERAL
0 1.0% SLOPE (MIN.).-
((PHASE II)
132 L.F. PVC
SANITARY LATER
,0 1.0% SLOPE (MIN.)
a(PHASE
CAP END OF 2" WATER
LINE FOR FUTURE SERVICE
CONNECTION
PROPOSED
FIRE HYDRANT
GAS METER
2" WATER METER
F.F.E.=82225 I
F.F.E =822.25
i
r r t
I
STR. No. 3
TOR=f 19 99L
120 F. OF 6" PVC
SANITARY LATERAL
01.0% SLOPE (MIN.)
(PHASE II)
No. 7
/TOR= 819.99
TOR =819.
PHASE II
-STR. No.
TOR =Bq
30' OF 4'
UNDERDRAIN
F.F.E.=822.25
SIR. "No. 20
TOR= 820.22
PHASE II)r-
12& L.F. OF
21' RQP ®.9O%
ELECTRIC METER
GAS METER
STR. No. 15
TOR= 819.89
STR: No. 22
6'x 8" TEE AND
VALVE REQUIRED
2 "x 8" TEE AND
VALVE REQUIRED
95 LF. OF -A ji
24 RCP O.55N
ii i
J
tc 822.81
Inv n. 808.21
inv S.= 808.11
8' pve
I I
II �J
It
`{I
1 r
/II II
II
LVA
E/T
CONTRACTOR TO COORDINATE LOCATION
1 OF GAS, ELECTRIC 6 TELEPHONE SERVICE f%
C(
v LINES WITH APPROPRIATE UTILITY COMPANY.
CONTACT INFORMATION I IS LOCATED
's ON SHEET CO.1. I I{ I 1
t i I I
1I if
.1
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
0
40'
80'
SCALE: 1"=-
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.
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. SEE SHEET C4.2 FOR SANITARY SEWER PROFILE.
14. WATER METERS SHALL BE INSTALLED INSIDE OF MECHANICAL ROOMS PER CITY OF
CARMEL WATER STANDARDS.
15. ALL WATER MAINS SHALL BE DUCTILE IRON, CLASS 350.
16. CONTRACTOR IS RESPONSIBLE TO VERIFY DEPTH, SIZE AND LOCATION OF EXISTING
WATER AND SEWER UTILITIES PRIOR TO CONSTRUCTION.
BENCH INFORMATION
BM i 142 ELEV 884.62 (NAVD 88 DATUM)
A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' NORTH OFq 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 (NAND 88 DATUM)
A U.S.C. k G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' WEST OF c. CUMBERLAND ROAD, 28' SOUTH OF c.. 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.
z
a
°o z
J r
J
z
(1)
O W
W
cc Q
W
c if
W
t0
0
a
z
Q o ,71t9.
1 :44 Nab Vi
x
z
a
E N.4 40
onii co) z
t0
gi 4 1 1
Z�r
tT
(r)
z
4tt
U
co4
DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
12/05/03
WJT
KMB
1N2003.0744
REVISIONS
A TAG
A\ GENERAL
02/17/04
03/26/x4
IN2003.0744.073.C4LUP