HomeMy WebLinkAboutC2.1 Site & Utility Plan0
S
0
L
(6" conc. curb)
direction only
.W
VALVES
2 -1' METERS
2' DOMESTIC
WATER LINE
NOT TO SCALE
(gross)
FIRE DEPARTMENT
CONNECTION
(grass)
(asphalt) Tr l '7//
s
i
sue rrt
SW COR, NE 1/4,
SEC 28 -T18N -R4E
BRASS PLUG PER
ROAD PROJECT
60' BUILDING SETBACK LINE
PROPOSED
30' DU SE
11 PA ES q'= 2' HA
CI
SAN. C.O. 80
INV= 765.71
GAS METER DANK
ELECTRIC
METER DANK
11 FIRE PROTECTION/
1.5 WATER LINE
PROPOSED
DUMPSTER
TRANSFORMER
N89 52'32
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I sanitary manhole
Itc =771.95
mv. w 766.25
I inv. n =763.05
Inv. se 763.35
30' SERVICI DRIVE EASEMENT
0.379 ACRES
1ST #20000044612
N
tt
mag nail set
(asphalt)
T
14
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11
II
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11
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sanitary manhole
tc 769.12
inv. 761.97
II
11
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F.
vI
N00 20'43"E 45.00' (D) COMMUNITY WALKING PATH
N00 03'35 "E (M) LOCATED WITHIN ROAD
RIGHT-OF-WAYS
35 L.F. OF 6'
PVC 1.10%
r7
(grass)
i
WATER LINE LOCATED
PER THE SCHNEIDER CORPORATION
PLANS, PROJ #904.60
CITY OF CARMEL WATER
DEPARTMENT PLANS
w
w
(24" conc. roll curb
asssss:sssssa e_esaesrzesss sssaas 9,,, ��rii
a �a -w�
PER INST. 200000044612 200000044613
ITEMS 18 19
SAN. C.Q. (asphalt)
INV =765 27 S89 265.00 S89_52iM
cone. r cu 6 T PRpPOSED
6 SPACES 0 25' =158' 20 DU&SE
41 L.F. OF 6'
PVC 1.10%
'7777
T
sea ass= ewe =ex
w
C OMMON AREA
30' BUILDING SETBACK LINE
fir' �asphait)
telephone vault
(9 1 -SL
(24 choirback curb)
131st STREET (PUBLIC)
204.92'
WATER LINE LOCATED
PER THE SCHNEIDER CORPORAITION
PLANS, PROJ #904.60
as
(grass)
mag nail set
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to
24'
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wood sign)
(gross)
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(gross)
(brick)
(asphalt)
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==2N118. �"_s= �sT== (grass) II
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1 N89 35 2 a! 325.00 (D) (ctruss) 9 52 32 (M) I 1
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(asph
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(gross) 13 v
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direction only
possible stub
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(a halt)
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SOUTH LINE OF
SE COR, NE 1/4,
SEC 28 -T18N -R4E
sanitary manhole
tc 766.61
inv. is 747.26
(gra s)
i N
N
COMMUNITY Z�
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WALKING PATH
I
(gross)
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20' perm. sewer easement
inst. #9209779
I I' I item 14
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inv.
inv.
inv.
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................„.„05:/
I
NE COR, NE 1/4,
SEC 28 -118N-R4E
REBAR PER ROAD PROJEC
25' LANDSCAPE DRAINA(
INST. #9809806591 (PARCEL
(ITEM #17)
p sonitor manhole
tc 769.59
n 746.43
se 746.38
nw 746.78
EAST LINE OF
SE COR, NE 1/4,
SEC 28 -T18N -R4E
sanitary manhole
tc 770.71
inv. 746.11
S COR, NE 1/4,
SLO 28 -T18N -R4E
CALC. POSITION BASED ON SURVEY FOR ROAD PROJECT
POINT IS LOCATED WITHIN LANDSCAPING, NO POINT SET OR FOUND
SITE NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. ALL PARKING STRIPES ARE TO BE 4" PAINTED, (WHITE).
HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED, (BLUE).
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING
MATERIAL, WHERE APPLICABLE.
5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR
TO 56TH STREET ROW LINE, PROPERTY LINES OR BUILDING
LINES UNLESS NOTED OTHERWISE.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY
DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL
FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO
EXISTING FEATURES AS NECESSARY.
8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH
GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED
AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL.
9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL
CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT
OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM
TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS
AFTER CONSTRUCTION WORK IS COMPLETE.
10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS
WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN
EXISTING ASPHALT.
11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T.
STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX,
PLACEMENT AND WORKMANSHIP
13. CHAMFER ENDS OF ALL CURBS.
14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
15. ALL SIDEWALKS SHALL 1/41/FT. OMPLY WITH A.D.A. STANDARDS,
MAX. CROSS SLOPE OF MAX. SLOPE OF 1:20.
16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS
WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING.
17. PROPOSED TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE
WITH THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
UTILITY NOTES
1. 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.
2. 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.
3. 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.
4. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL OF IF WITHIN 5 FEET OF PAVEMENT.
W
6
E/T
r vit
PROPOSED LEGEND
WATER LINE
GAS LINE
ELECTRIC /TELEPHONE LINE
SANITARY SEWER
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
CONCRETE PAVEMENT
INDOT RIGHT -OF -WAY PAVEMENT
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 mode 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
SCALE: 1"=30'
O
0
0
DU&SE
-w-
6" EXTRUDED CURD SEE SHEET C4.1
6' COMbINED CURb t WALK SEE ARCH. PLANS
EXISTING 24' CONCRETE CHAIRDACK CURb SEE SHEET C4.1
EXISTING 24' CONCRETE ROLL CURD SEE SHEET C4.1
HANDICAP PARKING SIGN SEE SHEET C4.1
HANDICAP SYMDOL SEE SHEET C4.1
HANDICAP RAMP SEE SHEET C4.1
STAMPED CONCRETE WALK WITH INTEGERAL
COLOR TO MATCH PUbLIC SIDEWALK
PATIO AREA SEE ARCH. PLANS
RECORD (INSTRUMENT NUMBER 2000 44611)
LAND DESCRIPTION
PROPOSED PLATTED
LAND DESCRIPTION
60'
legend:
curb inlet
telephone pedestal
sanitary manhole
fire hydrant
electric handhole
beehive inlet
water valve
post
drainage manhole
telephone handhole
sign
television pedestal
light pole
gas valve
gas line
telephone line buried
electric line buried
drainage, utility sanitary easement
water line
Part of the Northeast Quarter of Section Twenty -eight in Township Eighteen North, Range Four
East in Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Northeast Quarter; thence North 89 degrees 35
minutes 24 seconds West (assumed bearing) along the south line of said Northeast Quarter a
distance of 325.00 feet; thence North 00 degrees 20 minutes 43 seconds East, parallel with the
East line of said Northeast Quarter, a distance of 45.00 feet to the Point of Beginning; thence
continuing North 00 degrees 20 minutes 43 seconds East, parallel with said East line, a distance
of 285.00 feet; thence South 89 degrees 35 minutes 24 seconds East, parallel with said South
line, a distance of 265.00 feet; thence South 00 degrees 20 minutes 43 seconds West, parallel
with said East line, a distance of 227.93 feet; thence South 46 degrees 50 minutes 54 seconds
West a distance of 82.82 feet; thence North 89 degrees 35 minutes 24 seconds West, parallel
with said South line, a distance of 204.92 feet to the Beginning Point.
Part of the Northeast Quarter of Section 28, Township 18 North, Range 4 East in Hamilton County,
Indiana, described as follows:
Commencing at the Southeast corner of the said Northeast Quarter Section; thence North 89 degrees 35
minutes 24 seconds West along the South line thereof a distance of 325.00 feet; thence North 00 degrees
20 minutes 43 seconds East a distance of 50.00 feet to the North line of the 50 foot half -right of way of
131st Street, being the Point of Beginning; thence continuing North 00 degrees 20 minutes 43 seconds
East a distance of 280.00 feet; thence South 89 degrees 35 minutes 24 seconds East a distance of 265.00
feet to the westerly right of way of Hazel Dell Road; thence South 00 degrees 20 minutes 43 seconds
West a distance of 227.93 feet; thence South 46 degrees 50 minutes 54 seconds West a distance of 75.56
feet; thence along the aforesaid North right of way of 131st Street North 89 degrees 35 minutes 24
seconds West a distance of 210.19 feet to the Beginning Point, containing 1.67 acres, more or less.
THIS SUBDIVISION CONSISTS OF 1 LOT TOGETHER WITH STREETS AND EASEMENTS AS
SHOWN HEREON.
THE SIZE OF LOT AND EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND
DECIMAL PARTS THEREOF.
CROSS- REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT
NUMBER 2001 -4204 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
TBM #3
BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER
MITCHENER DITCH ON HAZELDELL ROAD, 400' NORTH OF 131 ST
STREET STAMPED "HAMILTON COUNTY GEODETIC CONTROL"
ELEV. 769.39
BM
U.S.G.S. DISC IN CONC. POST 54' WEST OF CL OF RIVER AVE.
AND 18' NORTH OF CL OF 131ST ST. STAMPED "95 -RHP -1951"
ELEV. 751.46' (NGVD 1929)
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
01 /06/03
KAM
DCG
IN2003 -0113
REVISIONS
SHEET NO.
C2.1
OF
I N 2003.0113.071.C21.S P.dwg
PARKING ANALYSIS
TOTAL S.F. 12,680 S.F.
REQUIRED RATIO 1 SPACE /300 S.F.
TOTAL SPACES REQUIRED 43 SPACES
1
STANDARD PARKING (9' X 20')
HANDICAP PARKING PROVIDED
INCLUDES VAN ACCESSIBLE
TOTAL PROPOSED PARKING
57 SPACES
4 SPACES
61 SPACES
0
S
0
L
(6" conc. curb)
direction only
.W
VALVES
2 -1' METERS
2' DOMESTIC
WATER LINE
NOT TO SCALE
(gross)
FIRE DEPARTMENT
CONNECTION
(grass)
(asphalt) Tr l '7//
s
i
sue rrt
SW COR, NE 1/4,
SEC 28 -T18N -R4E
BRASS PLUG PER
ROAD PROJECT
60' BUILDING SETBACK LINE
PROPOSED
30' DU SE
11 PA ES q'= 2' HA
CI
SAN. C.O. 80
INV= 765.71
GAS METER DANK
ELECTRIC
METER DANK
11 FIRE PROTECTION/
1.5 WATER LINE
PROPOSED
DUMPSTER
TRANSFORMER
N89 52'32
ssss
aa ss�sse=xeasf
z IN
3 III
IIz w C.
P.I.V. /6' FIRE LINE 20!
u in V) v
-1i Q/ v
V 11,/ hi
1
1 11
it
1
14
III
I sanitary manhole
Itc =771.95
mv. w 766.25
I inv. n =763.05
Inv. se 763.35
30' SERVICI DRIVE EASEMENT
0.379 ACRES
1ST #20000044612
N
tt
mag nail set
(asphalt)
T
14
II
11
II
II
11
II
II
11
11
11
II
II
11
II
II
II
11
II
II
II
II
II
II
II
11
11
11
II
11
II
;II
aI
11
II
sanitary manhole
tc 769.12
inv. 761.97
II
11
II
11
11
11
II
II
F.
vI
N00 20'43"E 45.00' (D) COMMUNITY WALKING PATH
N00 03'35 "E (M) LOCATED WITHIN ROAD
RIGHT-OF-WAYS
35 L.F. OF 6'
PVC 1.10%
r7
(grass)
i
WATER LINE LOCATED
PER THE SCHNEIDER CORPORATION
PLANS, PROJ #904.60
CITY OF CARMEL WATER
DEPARTMENT PLANS
w
w
(24" conc. roll curb
asssss:sssssa e_esaesrzesss sssaas 9,,, ��rii
a �a -w�
PER INST. 200000044612 200000044613
ITEMS 18 19
SAN. C.Q. (asphalt)
INV =765 27 S89 265.00 S89_52iM
cone. r cu 6 T PRpPOSED
6 SPACES 0 25' =158' 20 DU&SE
41 L.F. OF 6'
PVC 1.10%
'7777
T
sea ass= ewe =ex
w
C OMMON AREA
30' BUILDING SETBACK LINE
fir' �asphait)
telephone vault
(9 1 -SL
(24 choirback curb)
131st STREET (PUBLIC)
204.92'
WATER LINE LOCATED
PER THE SCHNEIDER CORPORAITION
PLANS, PROJ #904.60
as
(grass)
mag nail set
w
z
J
z
5
m
to
24'
e s=s =assxs= ==r_ =sxx== axe= a
seza>= sa zt�sss_sarsrrasassssa /7,
wood sign)
(gross)
ag nail set
(gross)
(brick)
(asphalt)
-s =ads Ks
x ss�- N--
==2N118. �"_s= �sT== (grass) II
I
1 N89 35 2 a! 325.00 (D) (ctruss) 9 52 32 (M) I 1
I brick
N89 2"W 2665.56 (M) (brick)
(asph
I
Yt
4
1 1111 1
1 �I r/
(gross) 13 v
1
N
r
2' CMAMIFER
direction only
possible stub
M
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v)
0
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I
N
N
t
t I1i
n
II
v (asphalt)
(a halt)
I hl
I I
II I
II
II
I
II
II
SOUTH LINE OF
SE COR, NE 1/4,
SEC 28 -T18N -R4E
sanitary manhole
tc 766.61
inv. is 747.26
(gra s)
i N
N
COMMUNITY Z�
M
WALKING PATH
I
(gross)
Ii
1
0
O
z
NI
II
N 1
NI
NI
N
20' perm. sewer easement
inst. #9209779
I I' I item 14
II
1
II 1
Ni
inv.
inv.
inv.
N
rI
N
................„.„05:/
I
NE COR, NE 1/4,
SEC 28 -118N-R4E
REBAR PER ROAD PROJEC
25' LANDSCAPE DRAINA(
INST. #9809806591 (PARCEL
(ITEM #17)
p sonitor manhole
tc 769.59
n 746.43
se 746.38
nw 746.78
EAST LINE OF
SE COR, NE 1/4,
SEC 28 -T18N -R4E
sanitary manhole
tc 770.71
inv. 746.11
S COR, NE 1/4,
SLO 28 -T18N -R4E
CALC. POSITION BASED ON SURVEY FOR ROAD PROJECT
POINT IS LOCATED WITHIN LANDSCAPING, NO POINT SET OR FOUND
SITE NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. ALL PARKING STRIPES ARE TO BE 4" PAINTED, (WHITE).
HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED, (BLUE).
3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING
MATERIAL, WHERE APPLICABLE.
5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR
TO 56TH STREET ROW LINE, PROPERTY LINES OR BUILDING
LINES UNLESS NOTED OTHERWISE.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY
DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL
FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO
EXISTING FEATURES AS NECESSARY.
8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH
GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED
AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL.
9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL
CONDITIONS, ALL AREAS WHERE THE EXISTING PAVEMENT
OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM
TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS
AFTER CONSTRUCTION WORK IS COMPLETE.
10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS
WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN
EXISTING ASPHALT.
11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T.
STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX,
PLACEMENT AND WORKMANSHIP
13. CHAMFER ENDS OF ALL CURBS.
14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
15. ALL SIDEWALKS SHALL 1/41/FT. OMPLY WITH A.D.A. STANDARDS,
MAX. CROSS SLOPE OF MAX. SLOPE OF 1:20.
16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS
WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING.
17. PROPOSED TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE
WITH THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
UTILITY NOTES
1. 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.
2. 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.
3. 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.
4. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL OF IF WITHIN 5 FEET OF PAVEMENT.
W
6
E/T
r vit
PROPOSED LEGEND
WATER LINE
GAS LINE
ELECTRIC /TELEPHONE LINE
SANITARY SEWER
HEAVY DUTY ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
CONCRETE PAVEMENT
INDOT RIGHT -OF -WAY PAVEMENT
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 mode 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
SCALE: 1"=30'
O
0
0
DU&SE
-w-
6" EXTRUDED CURD SEE SHEET C4.1
6' COMbINED CURb t WALK SEE ARCH. PLANS
EXISTING 24' CONCRETE CHAIRDACK CURb SEE SHEET C4.1
EXISTING 24' CONCRETE ROLL CURD SEE SHEET C4.1
HANDICAP PARKING SIGN SEE SHEET C4.1
HANDICAP SYMDOL SEE SHEET C4.1
HANDICAP RAMP SEE SHEET C4.1
STAMPED CONCRETE WALK WITH INTEGERAL
COLOR TO MATCH PUbLIC SIDEWALK
PATIO AREA SEE ARCH. PLANS
RECORD (INSTRUMENT NUMBER 2000 44611)
LAND DESCRIPTION
PROPOSED PLATTED
LAND DESCRIPTION
60'
legend:
curb inlet
telephone pedestal
sanitary manhole
fire hydrant
electric handhole
beehive inlet
water valve
post
drainage manhole
telephone handhole
sign
television pedestal
light pole
gas valve
gas line
telephone line buried
electric line buried
drainage, utility sanitary easement
water line
Part of the Northeast Quarter of Section Twenty -eight in Township Eighteen North, Range Four
East in Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Northeast Quarter; thence North 89 degrees 35
minutes 24 seconds West (assumed bearing) along the south line of said Northeast Quarter a
distance of 325.00 feet; thence North 00 degrees 20 minutes 43 seconds East, parallel with the
East line of said Northeast Quarter, a distance of 45.00 feet to the Point of Beginning; thence
continuing North 00 degrees 20 minutes 43 seconds East, parallel with said East line, a distance
of 285.00 feet; thence South 89 degrees 35 minutes 24 seconds East, parallel with said South
line, a distance of 265.00 feet; thence South 00 degrees 20 minutes 43 seconds West, parallel
with said East line, a distance of 227.93 feet; thence South 46 degrees 50 minutes 54 seconds
West a distance of 82.82 feet; thence North 89 degrees 35 minutes 24 seconds West, parallel
with said South line, a distance of 204.92 feet to the Beginning Point.
Part of the Northeast Quarter of Section 28, Township 18 North, Range 4 East in Hamilton County,
Indiana, described as follows:
Commencing at the Southeast corner of the said Northeast Quarter Section; thence North 89 degrees 35
minutes 24 seconds West along the South line thereof a distance of 325.00 feet; thence North 00 degrees
20 minutes 43 seconds East a distance of 50.00 feet to the North line of the 50 foot half -right of way of
131st Street, being the Point of Beginning; thence continuing North 00 degrees 20 minutes 43 seconds
East a distance of 280.00 feet; thence South 89 degrees 35 minutes 24 seconds East a distance of 265.00
feet to the westerly right of way of Hazel Dell Road; thence South 00 degrees 20 minutes 43 seconds
West a distance of 227.93 feet; thence South 46 degrees 50 minutes 54 seconds West a distance of 75.56
feet; thence along the aforesaid North right of way of 131st Street North 89 degrees 35 minutes 24
seconds West a distance of 210.19 feet to the Beginning Point, containing 1.67 acres, more or less.
THIS SUBDIVISION CONSISTS OF 1 LOT TOGETHER WITH STREETS AND EASEMENTS AS
SHOWN HEREON.
THE SIZE OF LOT AND EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND
DECIMAL PARTS THEREOF.
CROSS- REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT
NUMBER 2001 -4204 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
TBM #3
BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER
MITCHENER DITCH ON HAZELDELL ROAD, 400' NORTH OF 131 ST
STREET STAMPED "HAMILTON COUNTY GEODETIC CONTROL"
ELEV. 769.39
BM
U.S.G.S. DISC IN CONC. POST 54' WEST OF CL OF RIVER AVE.
AND 18' NORTH OF CL OF 131ST ST. STAMPED "95 -RHP -1951"
ELEV. 751.46' (NGVD 1929)
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IN2003 -0113
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