HomeMy WebLinkAbout1212.97.112-12.9
NOTE: THE DRAINAGE SCHEME SHOWN DEPICTS
A COMBINATION OF UNDERGROUND AND PARKING
SOT DETENTION. DURING TIMES OF RAIN; PONDING
WILL OCCUR IN THE PARKING AREAS.
1190
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�`�MAINTAIN EMERGENGY
OVERFLOW ELEV. 821.3
0 5 10 20 40
SCALE: 1 " = 20'
(NO SCALE)
39 TOTAL PARKING SP ACE&_ T
Subject to a 15 foot wide Electric Underground Line Easement granted to Public Service Company of Indiana, Inc. per
easement recorded in Easement Record 1, pages 112 through 114 in the Office of the Recorder of Hamilton County,
Indiono.
Subject to all legal easements and rights -of -way
6" CONC. SLAB WITH
/6 X 6 10/10 WWM
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Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East in Clay Township, Hamilton County,
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Indiana, described as follows:
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Commencing at the Southwest corner of the Southwest Quarter of Section 31, Township 18 North, Range 4 East: thence
° 6" PIPE, 6' LONCv
North 01 degree 04 minutes 45 seconds West (assumed bearing) on the West line of said Southwest Quarter 685.00 feet;
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thence North 89 degrees 55 minutes 00 seconds East parallel with the North line of the South Half of said Southwest
OP OF PIPE o
Quarter 407.80 feet to the Place of Beginning of the within described real estate; thence continuing North 89
TO � 47 AB
degrees 55 minutes 00 seconds East parallel with said North line 342.89 feet; thence South 00 degrees 24 minutes 05
8
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Of-
seconds West 213.91 feet to o point 470.00 feet North 00 degrees 24 minutes 05 seconds East of the South line of
RED 4° 6
said Southwest Quarter; thence South 89 degrees 50 minutes 15 seconds West parallel with said South line 337.35 feet
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to a point 407.80 feet North 89 degrees 55 minutes 00 seconds East of the West line of said Southwest Quarter;
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thence North 01 degree 04 minutes 45 seconds West paralI0 with said West line 214.40 feet to the Place of
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Beginning, containing 1.672 acres, more or less.
°
4 2" X 4" RAIL
Together with a non - exclusive easement for ingress and egress located in the Southwest Quarter of Section 31,
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Township 18 North, Range 4 East, being more particularly described as follows:
HARDWAR
Commencing at the Southwest corner of the Southwest Quarter of Section 31, Township 18 North, Range 4 East: thence
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North 01 degree 04 minutes 45 seconds West (assumed bearing) on the West line of said Southwest Quarter 685.00 feet;
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thence North 89 degrees 55 minutes 00 seconds East poraliel with the North line of the South Half of said Southwest
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Quarter 352.80 feet to the Place of Beginning of the within described easement; thence continuing North 89 degrees
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55 minutes 00 seconds East parallel with said North line 55.00 feet; thence South 01 degree 04 minutes 45 seconds
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East parallel with the West line of said Southwest Quarter 77.00 feet; thence South 89 degrees 55 minutes 00 seconLjs
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West 55.00 feet; thence North C1 degree 04 minutes 45 seconds West parallel with said West line 77.00 feet to the
BLOCK WALL
place of beginning.
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Subject to an easement for gas line purposes, being a port of on easement granted to Indiana Gas Company, Inc.
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(successor of Indiana Gas Distribution Corporation), per AMENDMENT OF EASEMENT recorded in Deed Record 227, pages
10' -0"
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314 through 317 in the Office of the Recorder of Hamilton County, Indiana,
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Subject also to an easement to Public Service Company of Indiana, Inc., being coincident with the above Gas Line
TRUSS RIENFORCEMENT
EVERY 3--4 COURCES
Easement, per Letter of consent on the part of Indiana Gas Company, Inc. recorded in Easement Record 1, pages 126
through 130 in the Office of the Recorder of Hamilton County, Indiana.
10
Subject to a 24 foot wide Ingress and Egress Easement lying west of and adjacent West line of the above Gas Line
REBAR
EXTEND MIN. 1_12 HEIGHT
EXTEND R INFORCEME HEIGHT
OR
Easement, per easement recorded as a part of a Special Worranty Deed recorded in Deed Record 244, page 301 in the
OF WALL, CONTINUOUS
Office of the Recorder of Hamilton County, Indiana.
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Subject to the right -of -way of the South Half of Medical Drive, per Dedication of Street recorded in Deed Record
°
262, pages 291 through 293 in the Office of the Recorder of Hamilton County, Indiana.
Subject to a 15 foot wide Electric Underground Line Easement granted to Public Service Company of Indiana, Inc. per
easement recorded in Easement Record 1, pages 112 through 114 in the Office of the Recorder of Hamilton County,
Indiono.
Subject to all legal easements and rights -of -way
6" CONC. SLAB WITH
/6 X 6 10/10 WWM
PLAN
SPLIT FACED BLOCK
THE MANOR HOUSE OF CARMEL
S aT50'15' W 337.35
*000LgN0
SNOPPES
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C(tOWN CAP W /CONC. ya�
1 ABOVE TOP OF PIPE
6 "4 STD.EpSSTEEL PIPE
FILLED IW/CONCPAINTEO.
0
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2' -0" SLOPE CONC. 1" ABOVE
X FINISH W /STEEL TROWEL
PAVING SURFACE VARIES
']J�_'SEE LAYOUT PLAN
2'-0" 6 .4' -0" OR
2'- 0 ".2'- 0 "K4' -0
• _ CONC. FOOTING
;ATE 6' HIGH ~
'NG _ATC, &
6" STANDARD STEEL
GUARD POST DETAIL
CONCRETE SLAB W/
EXPANSION JOINT 6 "X6 NO. 8/8 WW""
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PQURED CONCRETE FOOTING
6'X6" N0, 8 8 WwF
TRASH ENCLOSURE DETAIL_
(NO SCALE
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APPROX. LOCATION to
EX.SAN. MH ///
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INV.809.87'��
(NO SCALE) p" I
FILE: GARDPST3.DWG 8"
► '� PROPOSED PAVELEKT SEvnoN
J U QG K�VSTONE CAP Orylr PROPOSED 8' STANDING
O 4 H x IE1P ■ 1iro QRB a CUTTER
a s #5's 0 12" cc
a v EACH WAY / O 0 0 0 0 0 0 0 0 00 0 0
FINISH GRADE § a / j pJ 0 yFr�{
L#12 O QC L� ) PROPOSED KEYSTONE 8 SUNM
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e' r,Kw 6 i "i4ro WWI, �1cr�tED
2" O.C.
2' -8" CONT. 4•DRAM nLE
TO ORM w NOTE: Subgrode to be 3:1 star ' ° " � D 1
checked by soils q y�ry
soils engineer prior 1 40 ` C0A'9AC TED Su u III I
to construction. ► - �► ► ► . ► ►
4" PERF, DRAIN TILE KEYSTONE BLOCK WALL OPTION
15.0 To STORM SEWER TYPICAL RETAINING WALL SEC;
scALE
RETAINING WALL SECTION KEYSTONE WALL SHALL BE CONSTRUCTED WITHIN
REQUIREMENTS OF KEYSTONE BLOCK WALL MANUFACTURER)
(NO SCALE;
DEVELOPER'S OPTION
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INV.OUT 809.21
° 6" PIPE, 6' LONCv
FILLED 0
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WITH A:ONC. I
OP OF PIPE o
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TO � 47 AB
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SPLIT FACED
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BLOCK WALL
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10' -0"
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10' -0" _
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PLAN
SPLIT FACED BLOCK
THE MANOR HOUSE OF CARMEL
S aT50'15' W 337.35
*000LgN0
SNOPPES
�0.
' a
C(tOWN CAP W /CONC. ya�
1 ABOVE TOP OF PIPE
6 "4 STD.EpSSTEEL PIPE
FILLED IW/CONCPAINTEO.
0
I,
i
2' -0" SLOPE CONC. 1" ABOVE
X FINISH W /STEEL TROWEL
PAVING SURFACE VARIES
']J�_'SEE LAYOUT PLAN
2'-0" 6 .4' -0" OR
2'- 0 ".2'- 0 "K4' -0
• _ CONC. FOOTING
;ATE 6' HIGH ~
'NG _ATC, &
6" STANDARD STEEL
GUARD POST DETAIL
CONCRETE SLAB W/
EXPANSION JOINT 6 "X6 NO. 8/8 WW""
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PQURED CONCRETE FOOTING
6'X6" N0, 8 8 WwF
TRASH ENCLOSURE DETAIL_
(NO SCALE
[JJ LIINLMrN rLCI UVtttrLUW tLLV. OLI.J
oao
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,e
APPROX. LOCATION to
EX.SAN. MH ///
a
INV.809.87'��
(NO SCALE) p" I
FILE: GARDPST3.DWG 8"
► '� PROPOSED PAVELEKT SEvnoN
J U QG K�VSTONE CAP Orylr PROPOSED 8' STANDING
O 4 H x IE1P ■ 1iro QRB a CUTTER
a s #5's 0 12" cc
a v EACH WAY / O 0 0 0 0 0 0 0 0 00 0 0
FINISH GRADE § a / j pJ 0 yFr�{
L#12 O QC L� ) PROPOSED KEYSTONE 8 SUNM
V� //
e' r,Kw 6 i "i4ro WWI, �1cr�tED
2" O.C.
2' -8" CONT. 4•DRAM nLE
TO ORM w NOTE: Subgrode to be 3:1 star ' ° " � D 1
checked by soils q y�ry
soils engineer prior 1 40 ` C0A'9AC TED Su u III I
to construction. ► - �► ► ► . ► ►
4" PERF, DRAIN TILE KEYSTONE BLOCK WALL OPTION
15.0 To STORM SEWER TYPICAL RETAINING WALL SEC;
scALE
RETAINING WALL SECTION KEYSTONE WALL SHALL BE CONSTRUCTED WITHIN
REQUIREMENTS OF KEYSTONE BLOCK WALL MANUFACTURER)
(NO SCALE;
DEVELOPER'S OPTION
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INV.IN 809.41
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INV.OUT 809.21
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,PPROX. LOCATION
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EX. SAN. SEWER
814.2
1067
/4 RE -BAR WELDED TO
M.E.S. W/ 4' OPENINGS
FOR DEBRIS /ANIMAL GUARD.
END SECTION W /DEBRIS /ANIMAL GUARD
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M.E.S. W/ 4' OPENINGS
FOR DEBRIS /ANIMAL GUARD.
END SECTION W /DEBRIS /ANIMAL GUARD
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`PREPARED SUBGRADE
NOTE:
112" EXPANSION JOINT NEEDS TO BE
INSTALLED ADJACENT TO ALL BUILDINGS OR
CONCRETE SLABS, WALKS, AND CURBS.
SEAL WITH WEATHERPROOF SEALANT
1 "- H.A.C. /I1 SURFACE
2 "- H.A.C. 08 BINDER
6 "- COMPACTED AGGREGATE
B" CONCRETE
� COMPACTED SUBGRADE
CONCRETE PAVING SECTION
(NO SCALE)
TOOLED JOINT
APPLY EPDXY
ASPHALT SURFACE COURSE
ASPHALT BINDER COURSE
CONCRETE CURB
CRUSHED STONE BASE
COMPACTED AND WELL DRAINED SUB50L
EXTRUDED CONCRETE CURB
(NO SCALE)
COMPACTED SUBGRADE
ASPHALT PAVING SECTION
FOR PARKING AREAS
(NO SCALE)
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814.1
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PDX INLET
CONCRETE I e t2" R.C.P,
ANCHOR
BOLTS
18" x 18' x 3/8'
Ln STAINLESS STEEL PUTS
WITH ORIFICE. INVERT OF
ORIFICE TO MATCH
PROPOSED GRADE AS SHOWN.
�+ TYPICAL ORIFICE PLATE
C;" (NO SCALP)
,tea•
0
814.0
2 '0%%11111100%
+ ' �N 4.
PAVED AREA INLET
(1690A FITS BELL ON 24" RCP) (NO SCALE)
1 "- H.A.C. %11 SURFACE
3 "- H.A.C. 08 BINDER
4' -053 STONE
5 " -02 STONE
COMPACTED SUBGRADE
ASPHALT PAVING SECTION
FOR DRIVE AREAS
(NO SCALE)
I
C12" R.C.P.
ia. HOLE
ET
815 50±
EAST INLET PLATE
(NO SCALE)
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I 12" R.C.P.
PROPOSED 4 "dio. HOLE
INVERT 818.41
BOTTOM OF INLET
816.0
WEST INLET PLATE
(NO SCALE)
y� �=' - I • TE y
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* 813.9
Z * oo27.
+ 10 STATE OF EXISTING SWALE (TYP.)
do
TIZFF15DN(�' (NO SCALE)
13.8 $Pool ..... ..
�+ 01 r
EX. STORM PIPE 01N�
==== T = = = == 813.7 INVERT 813.66
ALLAN H. WIHE -REG P.E. -lN J8827
EX. -
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`PREPARED SUBGRADE
NOTE:
112" EXPANSION JOINT NEEDS TO BE
INSTALLED ADJACENT TO ALL BUILDINGS OR
CONCRETE SLABS, WALKS, AND CURBS.
SEAL WITH WEATHERPROOF SEALANT
1 "- H.A.C. /I1 SURFACE
2 "- H.A.C. 08 BINDER
6 "- COMPACTED AGGREGATE
B" CONCRETE
� COMPACTED SUBGRADE
CONCRETE PAVING SECTION
(NO SCALE)
TOOLED JOINT
APPLY EPDXY
ASPHALT SURFACE COURSE
ASPHALT BINDER COURSE
CONCRETE CURB
CRUSHED STONE BASE
COMPACTED AND WELL DRAINED SUB50L
EXTRUDED CONCRETE CURB
(NO SCALE)
COMPACTED SUBGRADE
ASPHALT PAVING SECTION
FOR PARKING AREAS
(NO SCALE)
U
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ems.
814.1
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I
I
I
PDX INLET
CONCRETE I e t2" R.C.P,
ANCHOR
BOLTS
18" x 18' x 3/8'
Ln STAINLESS STEEL PUTS
WITH ORIFICE. INVERT OF
ORIFICE TO MATCH
PROPOSED GRADE AS SHOWN.
�+ TYPICAL ORIFICE PLATE
C;" (NO SCALP)
,tea•
0
814.0
2 '0%%11111100%
+ ' �N 4.
PAVED AREA INLET
(1690A FITS BELL ON 24" RCP) (NO SCALE)
1 "- H.A.C. %11 SURFACE
3 "- H.A.C. 08 BINDER
4' -053 STONE
5 " -02 STONE
COMPACTED SUBGRADE
ASPHALT PAVING SECTION
FOR DRIVE AREAS
(NO SCALE)
I
C12" R.C.P.
ia. HOLE
ET
815 50±
EAST INLET PLATE
(NO SCALE)
e
I 12" R.C.P.
PROPOSED 4 "dio. HOLE
INVERT 818.41
BOTTOM OF INLET
816.0
WEST INLET PLATE
(NO SCALE)
y� �=' - I • TE y
�NO
* 813.9
Z * oo27.
+ 10 STATE OF EXISTING SWALE (TYP.)
do
TIZFF15DN(�' (NO SCALE)
13.8 $Pool ..... ..
�+ 01 r
EX. STORM PIPE 01N�
==== T = = = == 813.7 INVERT 813.66
ALLAN H. WIHE -REG P.E. -lN J8827
EX. -
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