HomeMy WebLinkAboutPrimary PlatTHIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
PPV II
12821 EAST MARKET STREET, SUITE 310
CARMEL, IN 46032
PHONE: (317) 850-9693
CONTACT PERSON: STEVE PITTMAN
LOCATION MAP
SCALE: I"=1000'
FLOOD STATEMENT
This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE)
as said property plots by scale on Community Panel No. 18057C 0205G of the Flood Insurance Rate Maps
dated November 19, 2014.
SITE DATA
LARGEST LOT
24,054 s .ft.
SMALLEST LOT
8,450 s .ft.
AVERAGE LOT SIZE
11,038 s .ft.
TOTAL LOTS
39
TOTAL ACRES
20.337 Ac.f
GROSS DENSITY
1.91 Lots/Ac.
TOTAL COMMON AREA
6.944 Ac.f
PRESENT ZONING
S-1 - PUD
SUBMITTAL DATE
MAP SCALE 1" = 1000'
PROPOSED SEWER LINE; MANHOLE
EXISTING LIGHT POLE
ALUMINUM CAP STAMPED "S & A INC. FIRM # 0008" AND HAVING A CUT "X" IN
00 0
7000 2000
�.
P9BE
FEES
PROPOSED STORM SEWER LINE;
r
FiRc
1F.
CURB INLET, MANHOLE & END SECTION
E.T.
PANEL 02060
FIRM
Br
W
o
FLOOD INSURANCE RATE MAP
7
- " '
HAMILTON COUNTY,
E.P.
®
INDIANA
STE
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AM1➢fNCaRPDRATEDAREA5
EXISTING ELECT. METER
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PANEL 206 OF S00
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EXISTING BURIED ELECTRIC LINE
EXISTING GUY WIRE
E
EXISTING OVERHEAD ELECTRIC LINES —C)—
EXISTING TELEPHONE POLE
400:
C O
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- -
.
m
BTC
EXISTING BURIED TELEPHONE LINE T.P. 11EXISTING
y
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EXISTING TELEPHONE MANHOLE
®
MAPNUMBER
•- s
15057002050
MAP REVISED
BCTV
EXISTING BURIED CABLE T.V. LINE 0
EXISTING CABLE T.V. POLE
R ••
NOVEMBER 19, 2014
'
Ped.nl F.me=Rrer,' M.niiRrnrnt.Ryener
CTV
EXISTING CABLE T.V. LINE ❑
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an :Re
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EXISTING TRAFFIC SIGNAL POLE
1M I h mW h... 1-, -0.
wNNieiii �Iwtlb ii iera.
WESTWOOD ESTATES- LOT 23 SOILS MAP
W
EXISTING WATER LINE @
_
P.co+r1
ego
new oheok the FRIIA food IV-9mie r wxr.mea.hn. ON
FLOOD STATEMENT
This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE)
as said property plots by scale on Community Panel No. 18057C 0205G of the Flood Insurance Rate Maps
dated November 19, 2014.
SITE DATA
LARGEST LOT
24,054 s .ft.
SMALLEST LOT
8,450 s .ft.
AVERAGE LOT SIZE
11,038 s .ft.
TOTAL LOTS
39
TOTAL ACRES
20.337 Ac.f
GROSS DENSITY
1.91 Lots/Ac.
TOTAL COMMON AREA
6.944 Ac.f
PRESENT ZONING
S-1 - PUD
SUBMITTAL DATE
10/21/16
PRIMARY BUILDING SETBACKS
MIN. FRONT BUILDING LINE 15'
SIDE YARD/AGGREGATE 0' MIN./10' AGGREGATE
REAR YARD 20'
ACCESSORY BUILDING SETBACKS
(beyond 10' from primary building)
ACCESSORY BUILDING SETBACKS
(within 10' of primary building)
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
PRIMARY PLAT COVER
2-3
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
5' FROM LOT LINE OR 3' FROM EASEMENT
ACCESSORY BUILDING SETBACKS
(within 10' of primary building)
11.117*:1
SHT.
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
PRIMARY PLAT COVER
2-3
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
see PRIMARY BUILDING SETBACKS
11.117*:1
SHT.
DESCRIPTION
I
PRIMARY PLAT COVER
2-3
PRIMARY PLAT
4
PRIMARY PLAT DETAILS
5
PRIMARY PLAT LIGHTING AND SIGNAGE PLAN
L1.01-1.02
LANDSCAPE PLAN
1
OPEN SPACE PLAN
REVISIONS
SHT. DESCRIPTIONS
LEGEND
at W
PRIMARY PLAT
ZONING: S1 -PUD
�G DENOTES HANDICAP RAMPS
NOTE: ALL STORM EASEMETS ARE REGULATED DRAIN EASEMENTS.
A part of the Southwest Quarter of Section 21, Township 18 North, Range 3 East in Clay Township,
Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Northwest corner of said Southwest Quarter; thence South 00 degrees 15
minutes 08 seconds East along the west line thereof 1297.22 feet; thence South 89 degrees 58
minutes 53 seconds East 672.44 feet to the POINT OF BEGINNING of this description; thence
North 89 degrees 40 minutes 06 seconds East 668.70 to a point on the east line of the West Half of
said Quarter Section; thence South 00 degrees 05 minutes 47 seconds East along the East line
thereof 1334.64 feet to the South line of said Quarter Section; thence South 89 degrees 39 minutes
12 seconds West along the South line thereof 658.73 feet; thence North 00 degrees 31 minutes 28
seconds West 1334.81 feet to the place of beginning, containing 20.337 acres, more or less, subject
to all legal highways, rights -of -ways and easements on record.
S/56325PIT/legal/preliminary/preliminary legal
A HARRISON MONUMENT AT THE INTERSECTION OF 136th
STREET AND TOWNE ROAD, SAID HARRISON IS THE
SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 18
NORTH, RANGE 3 EAST.
ELEVATION: 910.91' (NAVD 88)
gINOR
P.W.P.
)422
A 5/8"00" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL
U
LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES
AND THE INTERSECTION OF LINES.
O
— — — — — —
PROPOSED SUB SURFACE DRAIN
EXISTING POWER POLE
DENOTES A 4"x4"06" LONG PRECAST CONCRETE MONUMENT WITH A CROSS
❑
CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUM
PROPOSED SEWER LINE; MANHOLE
EXISTING LIGHT POLE
ALUMINUM CAP STAMPED "S & A INC. FIRM # 0008" AND HAVING A CUT "X" IN
I„ r
TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL,
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER).
P9BE
PROPOSED STORM SEWER LINE;
136th -STREET
CURB INLET, MANHOLE & END SECTION
E.T.
EXISTING ELECT. TRANSFORMER
Br
W
PROPOSED WATER LINE ❑
EXISTING ELECT. PEDESTAL
E.P.
a
EXISTING FLOW LINE 0
EXISTING ELECT. METER
E.M.
BEC
EXISTING BURIED ELECTRIC LINE
EXISTING GUY WIRE
E
EXISTING OVERHEAD ELECTRIC LINES —C)—
EXISTING TELEPHONE POLE
C O
TELEPHONE PEDESTAL
BTC
EXISTING BURIED TELEPHONE LINE T.P. 11EXISTING
T
EXISTING TELEPHONE LINE O
EXISTING TELEPHONE MANHOLE
BCTV
EXISTING BURIED CABLE T.V. LINE 0
EXISTING CABLE T.V. POLE
CTV
EXISTING CABLE T.V. LINE ❑
EXISTING CABLE T.V. PEDESTAL
TV.P.
GAS
EXISTING GAS LINE ®
EXISTING TRAFFIC SIGNAL POLE
WESTWOOD ESTATES- LOT 23 SOILS MAP
W
EXISTING WATER LINE @
EXISTING TRAFFIC MANHOLE GRAPHIC SCALE
SECTION 1 SCALE: I"1000'
7
— — — —
EXISTING SANITARY SEWER LME; MANHOLE ❑
T.C.B.
EXISTING TRAFFIC CONTROL BOX
100 0 50 I00
COMMON AREA "C"
INSTR. NO. 2003-124222
Map Unit: Br - Brookston silty clay loam
0
EXISTING SANITARY CLEANOUT @
EXISTING GAS VALVE
C.O.
1 I)
®
EXISTING GAS METER
LOT 22
Br--Brookston silty clay loam
H7AHM§'i9TJE4NEVERLINE;MANHOLE&ENDSECTION OM
EXISTING WATER METER
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and
®
( IN FEET)
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21 is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses
®
EXISTING BEEHIVE OR ROUND INLET x
EXISTING WATER VALVE 1 inch = 100 ft.
and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter
❑®
EXISTINGsQUAREFLATINLET
EXISTING FIRExYDRANT PSI ENERGY, INC.
content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most
"D"
INSTR. NO. 2001-081208
COMMON AREA
restrictive layer above 60 inches. Available water capacity is high 10.0 inches in the upper
y p ty g( pp
x
EXISTING FENCE LINE o
M•B
EXISTING MAILBOX
60 inches).The pH of the surface layer in non -limed areas is 6.1 to 7.3. This soil is hydric.
C.A. 4
Wetness is a management concern for crop production. This soil responds well to tile
drainage.
DESIGN SPEED
16
Map Unit: CIA - Crosby silt loam, 0 to 2 percent slopes
CrA--Crosby silt loam, 0 to 2 percent slopes
LEGEND
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and
10
LOT NUMBER
�,v
is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The
D.E.
DRAINAGE EASEMENT
CJ
surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to
R.D.E.
REGULATED DRAINAGE EASEMENT
15
3.0 percent). Permeabilityis very slow < 0.06 in/hr in the most restrictive layer above 60
p ) rY ( ) y
D.U.&S.S.E.
DRAINAGE UTILITY & SANITARY SEWER
EASEMENT
��
inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of
D.&U.E.
DRAINAGE &UTILITY EASEMENT
�+
the surface layer in non -limed areas is 5.1 to 6.0. Droughtiness and wetness are management
D.&U.S.&L.M.A.E.
DRAINAGE UTILITY SANITARY SEWER &
concerns for crop production. This soil responds well to the drainage.
LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.&S.E.
LANDSCAPE &SIGNAGE EASEMENT
JOHN W. GUY AND GLORIA L.
14
B.L.
BUILDING LINE
DEGUY
88-27308
C A �
C.A.
COMMON AREA
INSTR. NO.
�G DENOTES HANDICAP RAMPS
NOTE: ALL STORM EASEMETS ARE REGULATED DRAIN EASEMENTS.
A part of the Southwest Quarter of Section 21, Township 18 North, Range 3 East in Clay Township,
Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Northwest corner of said Southwest Quarter; thence South 00 degrees 15
minutes 08 seconds East along the west line thereof 1297.22 feet; thence South 89 degrees 58
minutes 53 seconds East 672.44 feet to the POINT OF BEGINNING of this description; thence
North 89 degrees 40 minutes 06 seconds East 668.70 to a point on the east line of the West Half of
said Quarter Section; thence South 00 degrees 05 minutes 47 seconds East along the East line
thereof 1334.64 feet to the South line of said Quarter Section; thence South 89 degrees 39 minutes
12 seconds West along the South line thereof 658.73 feet; thence North 00 degrees 31 minutes 28
seconds West 1334.81 feet to the place of beginning, containing 20.337 acres, more or less, subject
to all legal highways, rights -of -ways and easements on record.
S/56325PIT/legal/preliminary/preliminary legal
A HARRISON MONUMENT AT THE INTERSECTION OF 136th
STREET AND TOWNE ROAD, SAID HARRISON IS THE
SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 18
NORTH, RANGE 3 EAST.
ELEVATION: 910.91' (NAVD 88)
gINOR
SUBDIVISION MONUMENTATION
)422
A 5/8"00" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL
LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES
AND THE INTERSECTION OF LINES.
O
DENOTES A 5/8"00" REBAR WITH CAP STAMPED "S&A FIRM #0008".
DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S&A FIRM #0008".
DENOTES A 4"x4"06" LONG PRECAST CONCRETE MONUMENT WITH A CROSS
❑
CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUM
WELD", A 5/8" DIA. ALUMINUM ROD 12" LONG WITH 1-1/2" DIA. TAPERED
ALUMINUM CAP STAMPED "S & A INC. FIRM # 0008" AND HAVING A CUT "X" IN
TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL,
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER).
PENDING
ppROV AL coon
PLANS PREPARED BY: -s F °r Constru
-sot Qt
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: DENNIS D. OLMSTEAD
EMAIL: DOLMSTEAD@STOEPPELWERTH.COM
NOR
75 PLANS CERTIFIED BY:
DENNIS D. OLMSTEAD
PROFESSIONAL LAND SURVEYOR
NO. 900012
10/21/16
```01111111111", q,
ID.
�G\STE6�,
a? No.
900012
STATE OF
SURv�y�`,,.
''''�►►� � � � 111►,.��,
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
PPV II
12821 EAST MARKET STREET, SUITE 310
CARMEL, IN 46032
PHONE: (317) 850-9693
CONTACT PERSON: STEVE PITTMAN
NOTE: PLEASE REFER TO SHEET
ONE FOR GENERAL NOTES, THE
LEGEND, THE CURVE TABLE AND
THE DEFINITIONS OF SYMBOLS
AND ABBREVIATIONS.
PLEASE REFER TO SHEET 3 FOR
CURVE TABLES.
GRAPHIC SCALE
50 0 25 50
( IN FEET )
1 inch = 50 ft.
NW. CORNER, SW. 1/4,
SEC. 1 -18N -3E,
HARRISON MONLI. FND.,
AGREES WITH H.C.S. TIE.
0
0
0
N
IR
v
S 89°58'53" E 672.44'(D)
1)1E at I
PRIMARY PLAT
ZONING: S1 -PUD
IE W(8"PVC)=903.28'
f�
1162:3 167
I
COMMON
AREA "C" �� �� �� LOT 19 LOT 20
`' o LOT 21
0`'� o q LOT 17
3 �h x� x° x ti� ti� LOT 18 1630
o° 030, \ o o• g EXISTING
�I °~ ON 64,44 ° x x-0 , x� BRICK foo,
� x — 910 —4 ' RC1 II
909 HOUSE
90801
° moo- _1;?' -90 1 908 �Lh D
J '3�r � o �906 tx• �' °� ti �• �O
�— 9°Q/��`' p
' O / 64a:
o ° oc�0 2,913 q.ft.� X o ,Qrs— 0s
Ol
291.54' VAR. T.P.E. o G° 327.1 '
P.O.B. 0 290.g4, c o
I \3
x�'
A
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X/11
o /
E 4o oo �• o o �� NoLINE, SW. 1/4, SW. X14, SEC. 21-18N-3�, b� k�
u? I 0f oi°� x�'o �i°� 9�5 O� ti j� ° O�O� °°�� pp h x�0
x x h �� / x°op x� x x� �h� x
� A /r o• oo• � o
Iw a31 q O �
A 16 ,�o VAR. D.U.&L.M.A.E/
24,054 sq.ft. 906 — h
W I 3x
��ti o°� �� 4Yc� o� s o° �`�2 \(o
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� o /
x� x _ 906x� h9 20 x�� x o0�` x°�° 00�' x
LOT 122
e3
x
x x x 2
N89°28'32" � \ \ /x,
219.61' �,�
/ SPIE T���i^h� '�'� APPROXIMATE LIMITS OFPP. ph�- �o�`��
o� 1�
906 15 opoh S ti�^ Al' �Q
�r 13,690 xx�
x' x� 00
x
I x
oti 39°28'32"E x03 o�41 xq° 1 N
x° 152.70' o� 40 x x \ \ w /
H
R
904 CC' #3
v, h o N o
o w q °p x h I A b °30 64,752 sq.ft. x� °° J x0 li 000
OI ®614 a °9° x X
o I 1OA80VFAOUND \x� x�p6'
15TD.�i ETANK / �Pb /
0 y° 8'32�-r— — g05 x�°� __j
(\ rx rx
140.00' I / �p�00 WELL CAF C �� 90� ° 1��p�y / fo'\ x�0°k�g Col'
rzl
F7/-1 5' D.&U.E.d'd x o � x
�� ° °rx�orx`' o`Z�
SCREDED �\ \ o p / xo�
o x o p 1 r °�
o 13 -_ otP I °6
1®°500 sq.ft. / x 9p o ° 1 03� / 1 4�ti
so' M �� �1^ gam° 2 -STORY, WIM Ma I ® b� /�o
I I . ) o I °� A � � Ml�op f�1 `p oo x� x
23
N89°2,§'32"E o�0 1 x o x� °�� o,°O o^� 2288
x O �E O � °°
140.00' 3° �� x ° x
x �% �ti Off' °ro• rn / R2
x
\/ x� x N89°28'32" °-2 °°� 89°28'3 pat 0�p x qp xC'° x3.
X I- Till
I 12 / 0�' 94.14' 0 65.0 0� 75.66' B SKETBA4L /
10,500 sgk1. X `� I Woo Xoo ^ y E. �o 3I SLI 1'o
l' a L� x 2011 opt
x o ° p2ra2 .� x
x \ x 3 I 0 ��
N89°28'32"E w c �? / oo �° A x�
I ti 140.00' Q°°rx / �p0 xo
I �I
W
gI 11\4 sq.ft.
15' B.L.
15' D.&U.E.
111) nn1
°Ox x O� X� \I
\ p°�
1 17` °° O M 18,° 0 19 - M o
\W x sq.ft. X o ,4 0 sq.ft. °00 8,986 sq. o ppb' 20 0� ^ \ J� I �OZ2
/) x 11,211 sq Xfto, x
�J o'O
L>a oo �o x�o�. /o ti 0 x ✓.s9 > °b1
o
905 / of
D x /
15' .L.o 15' B.L. SI\ 21 j
S.S.E./ ' D.U.&S.S.E. 11 019 sq.ft.
15
xc ti. �, 1�-t' P FS_OM F44.95' 12.
WOODSI IV 1/ / . WOODSIDE DNVE X" F6, ax X-'
/ S 32"W 65.0 ' 3 w 1�1 11,°�- S89�?�X34.10' L I s��3 s!!
D 9
h ° °Oo
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�Q�115.00' 9j O
1 1 D_8€U�ti 3 ,�gH 15' D.&U.E BOX TO HEAT 0'
\ 15' B.L. �� k, B.L. Ij
METAL BLEACH R FROST FREE H2O IG00
\
X I w w a 35 �� M I 36
°�° I�,499 s ft. / 0Oo c °, o 11,389 sq.ft. 0O � 11,466 sq.ft.
zi q• 48
X°1 x X � in
1 `0 ^ �o �t N89028'32"E I 149.02'
)N8902
8'E 135.00' S89028'32'
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14,893
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t
143.'16
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2300
0
10,227 sq.ft.
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I
140.00'
I
ItT
w
o a � � 34 �\ 37 s89°54'13"w M
9 '' 2 10,125 sq o 3 11,156 kq.ft. ti
110,500 sc� t'tL o U ° • \ p2� oL
°h 0° H 15' D��'U.E. x x� x�o °3 U� �oZoL ^ti�
x L 5T D.&U.E_ ly " ,,3 24 pti
Q N89028'32"E 148.46' P•+ w O x 9,100 sq.rn
M N89°28'32"E o 135.00' S89°28'32"W o W I A I 2 0
O
+15 140.00' o > 0140.00'
x00
' D.&U.E. ��•.. w W \ S89o 54' 13' W
00 W
- ` o o 33 1 n 38r- �� I
�O 8 oo \ 10,125 sq.ft.00 11,114 sq.ft.
O I 10,500 sq.ft. \ ° o�' 25 c9° c
1I\ 50'
LSI I 0 ° A x 9,100 sq. ft.
Z I I I. \ qo, I I 41^X GG I v�lo° I ti I /
Am
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=a. No. :tea:
900012
STATE OF
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SECTION: TOWNSHIP: RANGE:
21 18N R3E
DRAWN BY: CHECKED BY:
GDK GDK
SHEET NO.
2
01 5 SHEETS
S&AJOB NO.
56325PIT
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
PPV II
12821 EAST MARKET STREET, SUITE 310
CARMEL, IN 46032
PHONE: (317) 850-9693
CONTACT PERSON: STEVE PITTMAN
NOTE: PLEASE REFER TO SHEET
ONE FOR GENERAL NOTES, THE
LEGEND, THE CURVE TABLE AND
THE DEFINITIONS OF SYMBOLS
AND ABBREVIATIONS.
PLEASE REFER TO SHEET 3 FOR
CURVE TABLES.
PRIMARY PLAT
ZONING: S1 -PUD
11 x /"
oo' /
x
GRAPHIC SCALE
0 25
( IN FEET )
1 inch = 50 ft.
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S&AJOB NO.
56325PIT
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY:
PPV II
12821 EAST MARKET STREET, SUITE 310
CARMEL, IN 46032
PHONE: (317) 850-9693
CONTACT PERSON: STEVE PITTMAN
50' R/W
at W
PRIMARY PLAT
ZONING: S1 -PUD
2'-0" 2'-011
1 5'-0" 6'-0" NNW- 11'-0" 11'-0" 6'-0" 5'-0"
SIDEWALK 4" THICK
SIDEWALK 4" 7 HICK
SLOPE 1/4" SLOPE 1/4" FT.
FT. u % ti1 W
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SWPP WITHIN
THE STREET RIGHT-OF-WAY.
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
The Contractor shall be responsible for verifying that all
state highways, city, and county permits have been obtained
by the developer prior to start of construction.
NOTE TO CONTRACTOR:
THE CITY OF CARMEL AND THE
HAMILTON COUNTY SURVEYOR'S
OFFICE REQUIRE DOUBLE WALL
HANCOR HI -Q SSD PIPE OR EQUAL
TO BE USED.
EARTH OR SIDEWALK SURFACE CONCRETE CURB OR CURB & GUTTER
PAVEMENT
al:. •.fat.'. 5..
UNDERDRAIN TRENCH TO BE—/—\
I ASPHALT OR AGGREGATE
FLUSH WITH BACK OF CURB PER TYPICAL SECTION
4417011"M 1�I�f�I�f�f,
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#8 WASHED AGGREGATE DOUBLE WALL PIPE, HANCOR
*13"'!3„ Hi -Q, TYPE 4 PIPE OR EQUIVALENT
z PER SECTION 401.01 OF THE
rIN MI STORM WATER TECHNICAL STANDARDS
MIN
SUBSURFA CE DRAIN
NO SCALE
NOTES:
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
OF SECTION 718 OF STANDARD SPECIFICATION
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT
AND WHERE REQUESTED BY THE CITY ENGINEER
CITY OF CARMEL STANDARDS STANDARD
DRAWING
SUBSURFACE DRAIN 10_9
I YYIC;AL SIF -E 1 CKUJS-Sh 1lUN
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PAVEMENT COMPOSITIONS
INTERIOR PUBLIC STREETS
(T.Y.P.)
NOT -TO -SCALE
KOLL UUKB K UU 1111K
TYPE
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
SIDEWALK NOTE:
1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR
SAWCUT JOINTS 1/4 THE THICKNESS OF THE
CONCRETE SIDEWALK.
1'
3�
a
2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE
THICKNESS OF THE PROPOSED DRIVEWAY WHICHEVER
IS THICKER.
1.5" 165 lbs/syd QC/QA-HMA-SMA, 3, 70-22, SURFACE, 9.5mm
2.5" 275 lbs/syd QC/QA-HMA, 3,70-22, INTERMEDIATE, 19.Omm
4" 440 lbs/syd QC/QA-HMA, 3, 64-22, BASE, 19.0mm
3" 300 lbs/syd QC/QA-HMA, 5, 76-22, INTERMEDIATE, OG 19.0mm
4" 440 lbs/syd QC/QA-HMA, 3, 64-22, BASE, 19.0mm
SUBGRADE TREATMENT (TYPE I)
PAVEMENT COMPOSITIONS
IN R/W 146th STREET
(T.Y.P.)
NOT -TO -SCALE
NOTE:
1. ALL ONSITE WATERMAIN SHALL BE 8"
DUCTILE IRON UNLESS OTHERWISE NOTED.
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900012
STATE OF
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PER SECTION 8.09 OF SUBDIVISION CONTR
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3" TOP SOIL 18" RADIUS
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UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC—X TO ALLOW FOR FUTURE SILTING
BACKFILL
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TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
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ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
LESS THAN 6'-0" BETWEEN
TRANSVERSE JOINTS
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
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CONCRETE CURB POLICY.
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UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC—X TO ALLOW FOR FUTURE SILTING
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TRENCH AND OVERLAP PIPE SHALL CONFORM TO SPEC REQUIREMENTS
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900012
STATE OF
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BROOM FINISH AND EDGED
Cn
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CLASS 'A' CONCRETE
ICD
6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
� D
0
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT
MINIMUM OF 4"
D0
TER �`S�'����•
No. v
900012
STATE OF
W
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SECTION: TOWNSHIP: RANGE:
21 18N R3E
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SHEET NO.
4
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S&AJOBNO.
56325PIT
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SECTION: TOWNSHIP: RANGE:
21 18N R3E
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SHEET NO.
4
OF 5 SHEETS
S&AJOBNO.
56325PIT
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SECTION: TOWNSHIP: RANGE:
21 18N R3E
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GDK GDK
SHEET NO.
4
OF 5 SHEETS
S&AJOBNO.
56325PIT
THIS INSTRUMENT PREPARED BY: 'r
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET 'V
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
DEVELOPED BY: IDS! /lEtim
PPV H
12821 EAST MARKET STREET, SUITE 310 1) IE at I IIDIJ%
CARMEL, IN 46032
PHONE: (317) 850-9693
CONTACT PERSON: STEVE PITTMAN
CIOPRIMARV PLAT
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LIGHTING & SIGNAGE PLAN
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900012
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* POST TOP ACORN LIGHT FIXTUREQ �; Cn
WOODSIDE DRIVE
22 ( IN FEET) J � �
* * i'MID SPEED LIMIT SIGN 1 inch = 80 ft. Q o
25
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35 36
NOTE: PLEASE REFER TO SHEET 1 W �
1 Q FOR GENERAL NOTES, THE LEGEND O � d
`23 AND THE DEFINITIONS OF r-
23
SYMBOLS AND ABBREVIATIONS.
PLEASE REFER TO SHEET 3 FOR THE
CURVE TABLE. � )^
NOTE: ALL TRAFFIC CONTROL SIGNS (STOP, V
9 34 37 SPEED LIMIT, YIELD, NO PARKING) REQUIRE 000
24 ORDINANCES APPROVED BY CARMEL CITY 0
COUNCIL. DEVELOPER IS RESPONSIBLE FOR
THE INSTALLATION OF ALL TRAFFIC
8 33 38 25 CONTROL SIGNS.
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SECTION: TOWNSHIP: RANGE:
21 18N R3E
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GDK GDK
136th STREET SHEET NO.
5
OF 5 SHEETS
S&AJOBNO.
56325PIT