HomeMy WebLinkAbout0165.97.3GAS
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UIILIFY INFORMATION
- - -- -- - A PART OF THE S.W.
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1/4 OF SECTION 31
T. 18 N. R. 4 E.
S
OF SECTION
31, TOWNSHIP 18 NORTH,
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THAT PART
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WATER
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CITY OF CARMEL, CLAY
TOWNSHIP, HAMILTON
COUNTY, INDIANA
RANGE 4
WHICH IS
EAST, CITY OF CARMEL, CLAY TOWNSHIP,
DESCRIBED AS: BEGINNING AT A P01 NT
HAMILTON COUNTY, INDIANA
ON THE WEST LINE OF SA I D
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45" W.,
484.91 FT. ( 485.00 FT . , RECORD)
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THE SOUTHWEST CORNER OF SECTION 31;
THENCE N. "O1'- 04' -45" W.,
GAS
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200.11 FT. ( 200.00 FT., RECORD ); THENCE N. 89' -57 -28 E., 250.52 FT.
( N. 89'- 55' -00" E., 250.00 FT., RECORD ) TO A FOUND P.K. NAIL; THENCE
S. 01'-- 00' -59" E., 199.67 FT. ( S. O1'- 04' -45" E., 200.00 FT., RECORD )
TO A FOUND CAPPED IRON; THENCE S. 89'- 51' -26" W., 250.30 FT. ( S. 89'-
55'-00" E., 250.00 FT., RECORD ) TO THE POINT OF BEGINNING.
CONTAINING 1.15 ACRES.
60 ff
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( 10)
1 .� I'I (1nf�P
AqqfcqnIp
I:,Nrxiile `nhnr 1r> stnbilr, r tnUndatinn -�
(r rlr�inlly wi po rtant Wh rr wetness is anticipated)
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE /EXIT PAD
iJ. TS
S��PF.n,t wire
-Post 18 in
Cnmposie 1 Dope (min 1
.r
II I I 6 So'l i
11 -I 1 1: �!II ! II 111 ll i11 -a11 Iif T ?
I I I I -I- I I III i t I`, 111 I
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III
-11
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(R�r
SILT FENCE
m
EXISTING LEGEND
SF T I I USH, 5�8"
IND. IRON AT CAPPED RFFiAR
• GROUND I_EVFI
PINE TREE iOP /C I!�H
BUSH BOiT(71V CIi1=Is
1RFF W wA1ER I LAN[��(:AE'ING
FOUNiAIN -i i lOL�ITAI
POST /1'01 I` /BA! I AR[)
Pf i) 1 :TAI
i IGI IT r0l F
G
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WEI I
% VALVE
j 7 IIYDRANI
I CATCH RA SIN -- - - CAPS F 1V
PRr wFLI_ - - - -- - — — wAl MAIN
�) MANHOI F - -- -- — - -- - - SI ORM PIPE
00 CLEAN OUT
SURVEYORS & ENGINEERS:
PEIRCE & ASSOCIATES
3231 SUGAR Ii LN.
SOUTH RFNI' N. 466 1)8
219 234 400' ^
�L
— NIS.
•
- - - - -S i RAW RAI
+ •- -- STAKES
DRAINAGE STRUCTURE
.SEDIMENTATION CONTROL
N.i.S.
NOiF:
STRAW PALFS SHALL BE PI_ACFD AND
MAINiAINED AROUND NEWLY CONSIRUCiFD
DRAINAGF STRUCTURES iO PRCVENi
SLIT AND DERRIS FROM ENTERING
DOWNSTREAM DRAINAGF FACII Iiif S
DURING Ail CON',TRUCiIl1N ANT) SNAP
REMAIN IN PIAC[ UN i II SI1 E. WORK IS
COMPI_f 4 D.
EROSION CONTROL:
1. LAND DISTURBANCE WHICH REMOVES VEGETATION SHALL BE DONE IN A WAY
THAT WILL MINIMIZE EROSION.
2. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT
TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY
AS PRACTICAL.
3. TEMPORARY VEGETATION OR MULCHING SHALL BE USED WHERE REQUIRED TO
PROTECT EXPOSED AREAS DURING SITE DEVELOPMENT, IF A DISTURBED AREA
IS TO REMAIN INACTIVE FOR A PERIOD EXCEEDING 30 DAYS, TEMPORARY
RYE GRASS SEEDING WILL BE PLACED TO PROVIDE VEGETATION.
4. PERMANENT AND FINAL VEGETATION SHALL BE INSTALLED AS SOON AS
PRACTICAL.
5. STRAW BALE CHECK DAMS AND SILT FENCING SHALL BE PLACED AROUND ANY
SOIL STOCKPILE THAT BECOMES INACTIVE FOR A PERIOD OF TIME
EXCEEDING 15 DAYS.
6. STRAW BALES SHALL BE PLACED AND MAINTAINED AROUND NEWLY
CONSTRUCTED DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM
ENTERING DOWNSTREAM DRAINAGE FACILITIES DURING ALL CONSTRUCTION
AND SHALL REMAIN IN PI ACE UNTIL_ SITE WORK IS COMPLEIFD.
SPECIAL NOTE: CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION
CONTROL REQUIREMENTS AND OBTAINING ANY PERMITS NECESSARY TO BEGIN
CONSTRUCTION.
EROSION NOTE: GENERAI CONTRACTOR IS RESPONSIBLE FOR ASSURING
COMPLIANCE WITH ALL LOCAL AND STATE REQUIREMENTS FOR EROSION CONTROL.
PRIMARY RESPONSIBILITY FOR MAINTENANCE OF THE EROSION CONTROL
PROTECTION WILL REMAIN WITH THE GENERAL CONTRACTOR. GENERAL
CONTRACTOR WILL ALSO BE REQUIRED TO CLEAN OUT ALL STRUCTURES
IMMEDIATELY PRIOR TO PROJECT TURNOVER.
PROPOSED LEGEND
■ PROPOSED CATCH BASIN
o PROPOSED CLEAN OUT
» PROPOSED HYDRANT
--a PROPOSED LIGHT
• PROPOSED MANHOLE
PROPOSED VALVE N
PROPOSED POLE
® PROPOSED DRY WELL
4 PROPOSED END SECTION
XXX.XX PROPOSED ELEVATION
-TW TOP OF WALK
-BW BOTTOM OF WALK
-TA TOP OF ASPHALT
- -TC TOP OF CURB Pk
—BC BOTTOM OF CURB I
=PROPOSED STORM SEWER J
-- �__— PROPOSED CONTOUR
f� h I
0 20 40 60
BENCHMARK ELEVATION = 826.92 I j
'X' ON IAST BOLT OF TRAFFIC POLF LOCATED AT „
THE SE. CORNER OF THE INTERSECTION OF RANGE SCALE 1 = 20'
HNF RD AND MFDI(�AI DRIVE.
EROSION CONTROL PLAN
DATE
ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BF SUITABLE FOR REUSE R E V I S 1 0 N S
Br ANY PERSON, FIRM OR CORPORATION OR ANY 0(IIF P ON EXTENSION OF THIS
PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN
7TRIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLI RISK AND WITHOUT LIABILITY
OR IEGAL EXPOSURE TO THE ENGINEER, ARCH 11FCT OR SURVEYOR.
//30/96
SCALE DATE BY
1„ _ 20' 8/30/96 A.S.M. REVISED BUILDING LAYOUT PER_AUTOZONE'S REOUFSI
9/27/96 A.S.M. REVISED SITE DRAINAGE
FILE # i> i i /Or A C 11 oeunven c errcee nDnic 11. An, TDC,,iru nDAI\I
N
W
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200.11 FT. ( 200.00 FT., RECORD ); THENCE N. 89' -57 -28 E., 250.52 FT.
( N. 89'- 55' -00" E., 250.00 FT., RECORD ) TO A FOUND P.K. NAIL; THENCE
S. 01'-- 00' -59" E., 199.67 FT. ( S. O1'- 04' -45" E., 200.00 FT., RECORD )
TO A FOUND CAPPED IRON; THENCE S. 89'- 51' -26" W., 250.30 FT. ( S. 89'-
55'-00" E., 250.00 FT., RECORD ) TO THE POINT OF BEGINNING.
CONTAINING 1.15 ACRES.
60 ff
"_
( 10)
1 .� I'I (1nf�P
AqqfcqnIp
I:,Nrxiile `nhnr 1r> stnbilr, r tnUndatinn -�
(r rlr�inlly wi po rtant Wh rr wetness is anticipated)
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE /EXIT PAD
iJ. TS
S��PF.n,t wire
-Post 18 in
Cnmposie 1 Dope (min 1
.r
II I I 6 So'l i
11 -I 1 1: �!II ! II 111 ll i11 -a11 Iif T ?
I I I I -I- I I III i t I`, 111 I
ill - III [I 111 -_ill 111; -111 !II 6 in
III
-11
i
I III � IIl -III- ICI
_ 4 in ii';
(R�r
SILT FENCE
m
EXISTING LEGEND
SF T I I USH, 5�8"
IND. IRON AT CAPPED RFFiAR
• GROUND I_EVFI
PINE TREE iOP /C I!�H
BUSH BOiT(71V CIi1=Is
1RFF W wA1ER I LAN[��(:AE'ING
FOUNiAIN -i i lOL�ITAI
POST /1'01 I` /BA! I AR[)
Pf i) 1 :TAI
i IGI IT r0l F
G
UPI Pr)I r E -t: f I f'dAfi(liJ
r:(IY AN( IV)P - FX. JI!)III,
SIGN - f X i I tdl1
WEI I
% VALVE
j 7 IIYDRANI
I CATCH RA SIN -- - - CAPS F 1V
PRr wFLI_ - - - -- - — — wAl MAIN
�) MANHOI F - -- -- — - -- - - SI ORM PIPE
00 CLEAN OUT
SURVEYORS & ENGINEERS:
PEIRCE & ASSOCIATES
3231 SUGAR Ii LN.
SOUTH RFNI' N. 466 1)8
219 234 400' ^
�L
— NIS.
•
- - - - -S i RAW RAI
+ •- -- STAKES
DRAINAGE STRUCTURE
.SEDIMENTATION CONTROL
N.i.S.
NOiF:
STRAW PALFS SHALL BE PI_ACFD AND
MAINiAINED AROUND NEWLY CONSIRUCiFD
DRAINAGF STRUCTURES iO PRCVENi
SLIT AND DERRIS FROM ENTERING
DOWNSTREAM DRAINAGF FACII Iiif S
DURING Ail CON',TRUCiIl1N ANT) SNAP
REMAIN IN PIAC[ UN i II SI1 E. WORK IS
COMPI_f 4 D.
EROSION CONTROL:
1. LAND DISTURBANCE WHICH REMOVES VEGETATION SHALL BE DONE IN A WAY
THAT WILL MINIMIZE EROSION.
2. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT
TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY
AS PRACTICAL.
3. TEMPORARY VEGETATION OR MULCHING SHALL BE USED WHERE REQUIRED TO
PROTECT EXPOSED AREAS DURING SITE DEVELOPMENT, IF A DISTURBED AREA
IS TO REMAIN INACTIVE FOR A PERIOD EXCEEDING 30 DAYS, TEMPORARY
RYE GRASS SEEDING WILL BE PLACED TO PROVIDE VEGETATION.
4. PERMANENT AND FINAL VEGETATION SHALL BE INSTALLED AS SOON AS
PRACTICAL.
5. STRAW BALE CHECK DAMS AND SILT FENCING SHALL BE PLACED AROUND ANY
SOIL STOCKPILE THAT BECOMES INACTIVE FOR A PERIOD OF TIME
EXCEEDING 15 DAYS.
6. STRAW BALES SHALL BE PLACED AND MAINTAINED AROUND NEWLY
CONSTRUCTED DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM
ENTERING DOWNSTREAM DRAINAGE FACILITIES DURING ALL CONSTRUCTION
AND SHALL REMAIN IN PI ACE UNTIL_ SITE WORK IS COMPLEIFD.
SPECIAL NOTE: CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION
CONTROL REQUIREMENTS AND OBTAINING ANY PERMITS NECESSARY TO BEGIN
CONSTRUCTION.
EROSION NOTE: GENERAI CONTRACTOR IS RESPONSIBLE FOR ASSURING
COMPLIANCE WITH ALL LOCAL AND STATE REQUIREMENTS FOR EROSION CONTROL.
PRIMARY RESPONSIBILITY FOR MAINTENANCE OF THE EROSION CONTROL
PROTECTION WILL REMAIN WITH THE GENERAL CONTRACTOR. GENERAL
CONTRACTOR WILL ALSO BE REQUIRED TO CLEAN OUT ALL STRUCTURES
IMMEDIATELY PRIOR TO PROJECT TURNOVER.
PROPOSED LEGEND
■ PROPOSED CATCH BASIN
o PROPOSED CLEAN OUT
» PROPOSED HYDRANT
--a PROPOSED LIGHT
• PROPOSED MANHOLE
PROPOSED VALVE N
PROPOSED POLE
® PROPOSED DRY WELL
4 PROPOSED END SECTION
XXX.XX PROPOSED ELEVATION
-TW TOP OF WALK
-BW BOTTOM OF WALK
-TA TOP OF ASPHALT
- -TC TOP OF CURB Pk
—BC BOTTOM OF CURB I
=PROPOSED STORM SEWER J
-- �__— PROPOSED CONTOUR
f� h I
0 20 40 60
BENCHMARK ELEVATION = 826.92 I j
'X' ON IAST BOLT OF TRAFFIC POLF LOCATED AT „
THE SE. CORNER OF THE INTERSECTION OF RANGE SCALE 1 = 20'
HNF RD AND MFDI(�AI DRIVE.
EROSION CONTROL PLAN
DATE
ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BF SUITABLE FOR REUSE R E V I S 1 0 N S
Br ANY PERSON, FIRM OR CORPORATION OR ANY 0(IIF P ON EXTENSION OF THIS
PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN
7TRIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLI RISK AND WITHOUT LIABILITY
OR IEGAL EXPOSURE TO THE ENGINEER, ARCH 11FCT OR SURVEYOR.
//30/96
SCALE DATE BY
1„ _ 20' 8/30/96 A.S.M. REVISED BUILDING LAYOUT PER_AUTOZONE'S REOUFSI
9/27/96 A.S.M. REVISED SITE DRAINAGE
FILE # i> i i /Or A C 11 oeunven c errcee nDnic 11. An, TDC,,iru nDAI\I
N
W
Q
U
O
N
Q
0
W i
U 1
cy-
G
W
SHEET
c I
SURVEYORS & ENGINEERS:
PEIRCE & ASSOCIATES
3231 SUGAR Ii LN.
SOUTH RFNI' N. 466 1)8
219 234 400' ^
�L
— NIS.
•
- - - - -S i RAW RAI
+ •- -- STAKES
DRAINAGE STRUCTURE
.SEDIMENTATION CONTROL
N.i.S.
NOiF:
STRAW PALFS SHALL BE PI_ACFD AND
MAINiAINED AROUND NEWLY CONSIRUCiFD
DRAINAGF STRUCTURES iO PRCVENi
SLIT AND DERRIS FROM ENTERING
DOWNSTREAM DRAINAGF FACII Iiif S
DURING Ail CON',TRUCiIl1N ANT) SNAP
REMAIN IN PIAC[ UN i II SI1 E. WORK IS
COMPI_f 4 D.
EROSION CONTROL:
1. LAND DISTURBANCE WHICH REMOVES VEGETATION SHALL BE DONE IN A WAY
THAT WILL MINIMIZE EROSION.
2. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT
TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY
AS PRACTICAL.
3. TEMPORARY VEGETATION OR MULCHING SHALL BE USED WHERE REQUIRED TO
PROTECT EXPOSED AREAS DURING SITE DEVELOPMENT, IF A DISTURBED AREA
IS TO REMAIN INACTIVE FOR A PERIOD EXCEEDING 30 DAYS, TEMPORARY
RYE GRASS SEEDING WILL BE PLACED TO PROVIDE VEGETATION.
4. PERMANENT AND FINAL VEGETATION SHALL BE INSTALLED AS SOON AS
PRACTICAL.
5. STRAW BALE CHECK DAMS AND SILT FENCING SHALL BE PLACED AROUND ANY
SOIL STOCKPILE THAT BECOMES INACTIVE FOR A PERIOD OF TIME
EXCEEDING 15 DAYS.
6. STRAW BALES SHALL BE PLACED AND MAINTAINED AROUND NEWLY
CONSTRUCTED DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM
ENTERING DOWNSTREAM DRAINAGE FACILITIES DURING ALL CONSTRUCTION
AND SHALL REMAIN IN PI ACE UNTIL_ SITE WORK IS COMPLEIFD.
SPECIAL NOTE: CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION
CONTROL REQUIREMENTS AND OBTAINING ANY PERMITS NECESSARY TO BEGIN
CONSTRUCTION.
EROSION NOTE: GENERAI CONTRACTOR IS RESPONSIBLE FOR ASSURING
COMPLIANCE WITH ALL LOCAL AND STATE REQUIREMENTS FOR EROSION CONTROL.
PRIMARY RESPONSIBILITY FOR MAINTENANCE OF THE EROSION CONTROL
PROTECTION WILL REMAIN WITH THE GENERAL CONTRACTOR. GENERAL
CONTRACTOR WILL ALSO BE REQUIRED TO CLEAN OUT ALL STRUCTURES
IMMEDIATELY PRIOR TO PROJECT TURNOVER.
PROPOSED LEGEND
■ PROPOSED CATCH BASIN
o PROPOSED CLEAN OUT
» PROPOSED HYDRANT
--a PROPOSED LIGHT
• PROPOSED MANHOLE
PROPOSED VALVE N
PROPOSED POLE
® PROPOSED DRY WELL
4 PROPOSED END SECTION
XXX.XX PROPOSED ELEVATION
-TW TOP OF WALK
-BW BOTTOM OF WALK
-TA TOP OF ASPHALT
- -TC TOP OF CURB Pk
—BC BOTTOM OF CURB I
=PROPOSED STORM SEWER J
-- �__— PROPOSED CONTOUR
f� h I
0 20 40 60
BENCHMARK ELEVATION = 826.92 I j
'X' ON IAST BOLT OF TRAFFIC POLF LOCATED AT „
THE SE. CORNER OF THE INTERSECTION OF RANGE SCALE 1 = 20'
HNF RD AND MFDI(�AI DRIVE.
EROSION CONTROL PLAN
DATE
ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BF SUITABLE FOR REUSE R E V I S 1 0 N S
Br ANY PERSON, FIRM OR CORPORATION OR ANY 0(IIF P ON EXTENSION OF THIS
PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN
7TRIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLI RISK AND WITHOUT LIABILITY
OR IEGAL EXPOSURE TO THE ENGINEER, ARCH 11FCT OR SURVEYOR.
//30/96
SCALE DATE BY
1„ _ 20' 8/30/96 A.S.M. REVISED BUILDING LAYOUT PER_AUTOZONE'S REOUFSI
9/27/96 A.S.M. REVISED SITE DRAINAGE
FILE # i> i i /Or A C 11 oeunven c errcee nDnic 11. An, TDC,,iru nDAI\I
N
W
Q
U
O
N
Q
0
W i
U 1
cy-
G
W
SHEET
c I
f� h I
0 20 40 60
BENCHMARK ELEVATION = 826.92 I j
'X' ON IAST BOLT OF TRAFFIC POLF LOCATED AT „
THE SE. CORNER OF THE INTERSECTION OF RANGE SCALE 1 = 20'
HNF RD AND MFDI(�AI DRIVE.
EROSION CONTROL PLAN
DATE
ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BF SUITABLE FOR REUSE R E V I S 1 0 N S
Br ANY PERSON, FIRM OR CORPORATION OR ANY 0(IIF P ON EXTENSION OF THIS
PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN
7TRIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLI RISK AND WITHOUT LIABILITY
OR IEGAL EXPOSURE TO THE ENGINEER, ARCH 11FCT OR SURVEYOR.
//30/96
SCALE DATE BY
1„ _ 20' 8/30/96 A.S.M. REVISED BUILDING LAYOUT PER_AUTOZONE'S REOUFSI
9/27/96 A.S.M. REVISED SITE DRAINAGE
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