HomeMy WebLinkAboutPreliminary Plat 03-28-91S�
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i ENSION
D TO BE
IOUSE
MIN. SL�PE 0.30%
TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS
NO SCALE
SOILS MAP
STEEL FENCE POST
(f., I-W. my P-1.0ion)
SET FLUSH W/FINISH_
CONCRETE
GRADE /
BASE —�
EAST JOROAN CASTING 1370 OR EQUAL
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N OF FLOW
SUBSURFACE DRAIN (SSD) RISER DETAIL
NO ,G.,LE
4 4
I 1
/
ENDS OF BLANKETS TO BE
/ TURNED DOWN AND BURIED.
MINIMUM 4" TOPSOIL \ —
S WALE CHANNEL TO BE LINED WITH AN
S150 EROSION CONTROL BLANKET BY NORTH
AMERICAN GREEN OR APPROVED EQUAL.
TYPICAL SWALE DETAIL
NO SCALE
80' RIGHT-OF-WAY
20, 0„ 20-0" 0-
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10' 0.. 30'-0„
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I-1/2" 411 H.A.C. SURFICE
4" ' # 9 B. MIX H.A. . BINDER
9" COMPACTED # 53
STONE BASE
H.C.R.S. TYPE 2
SECTION "A "- "A "
NO SCALE
M
I' TYP. _,f 4' CONC. WALK
Fir
I 114 / FT.
I" *I/ N.A.C. SURFACE
3" 99 B MIX H.A.C. —
BINDER
9" COMPACTED #53
STONE BASE (MAX.
3" LIFTS.)
H.C.R.S.TYPE 1
S
50' R /W
30' ( PAVEMENT
BITUMINOUS SURFACE
IG'
" 4' CONC, WAL
1 /4" / FT.
114 c
FT. SLOP MIN. 114 / FT. SLOPE MIN. SLOPE
" /
tit
Full
u1
PREPARE SUBGRADE COMP4CTE1
TO 98% STANDARD PROCTER 6" UNDERDRAIN TYPICAL
NOTE: 0.10 - 0.15 GAL. /50. YD. OF TYPE AE-T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, -ND FACE OF CURBS.
TACK COAT (PER ISHA SPECS.)
TYPICAL STREET CROSS SECTION
NO SCALE
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\ GOLFiQ.URSE
AREA LOCATION MAP
EXISTING GRADE-�
5 100 YEAR ELEV. = 858.58 — PROPOSED GRADE
�1 5
1 BANKS TO BE LINED WITH AN r
S150 EROSION CONTROL BLANKET
BY NORTH AMERICAN GREEN OR
10' APPROVED EQUAL.
I_ "I - NORMAL POOL ELEV. = 855.00 14
_,- 90TTOM ELEV. = 846.00
SECTION "B"-"B"
SCALE: 1%6' VERT.
1"=60' HOR.
/ \
4' SIDEWALK \
i \
�p0•
6
I' TYP. RAp
30' B-B
CUL-DE-LOOP DETAIL
NO SCALL
3
hF_
SCALE: 1"=500'
7-
LEGEND
B.L.
= Denotes
Building
Line
D.E.
= Denotes
Drainage
Easement
D.& U.E.
= Denotes
Drainage
&
Utility
Easement
D.U.& S.S.E
= Denotes
Utility
&
Sanitary
Sewer Easement
S.& L.E.
= Denotes
Sign and
Landscape
Easement
B.B.
= Denotes
Back of
Curb to
Back of
Curb
FORM/13540L
Ja' SIDEWALK
4' SIDEWALK
1 _ 4' SIDEWALK
40' 51. I 40' B_L.
I
INTERSECTION DETAIL
IJO SCALE
LOTS 96
ACRES 81.66
DENSITY 1°2
PRESENT ZONING S-1
-
PREPARED FOR
WINDEMERE CORPORATION
P.O. BOX 649
CARMEL, INDIANA
W
LAND DESCRIPTION
Part of the North Half of Section 9, Township 17 North, Range 3
East of the Second Principal Meridian, in Hamilton County, Indiana,
more particularly described as follows:
Beginning at the North Quarter corner of Section 9 (being marked by
a Harrison monument) ; thence North 89 degrees 26 minutes 27 seconds
East along the North line of the Northeast Quarter of said Section
9 a distance of 8.00 feet; thence South 21 degrees 46 minutes 29
seconds West 21.62 feet to a point on the East line of the
Northwest Quarter of said Section 9; thence South 00 degrees 03
minutes 34 seconds West along the East line of said Northwest
Quarter 2649.66 feet to the center of Section 9; thence South 89
degrees 25 minutes 02 seconds West along the South line of said
Northwest Quarter 1333.66 feet to the Southwest corner of the
Southeast Quarter of said Northwest Quarter of Section 9; thence
North 00 degrees 07 minutes 00 seconds East long the West line of
said Southeast Quarter Quarter Section 2670.24 feet through the
Northeast corner of said Southeast Quarter Quarter Section to the
Northwest corner of the Northeast Quarter of the Northwest Quarter
of Section 9; thence North 89 degrees 26 minutes 27 seconds East
along the North line of said Northwest Quarter Section 1330.98 feet
to the POINT OF BEGINNING; containing 81.66 acres more or less
subject to highways, rights -of -way and easements.
GENERAL NOTES
1. All storm pipe shall be reinforced concrete pipe (RCP) conforming to ASTM C76-70,
Class III latest revision.
2. All onsite gravity sanitary sewer to be 8" PVC.
3. All lots will have access to subsurface storm drain system or a pond.
4. Lots with double frontage shall have their access points from only one street frontage.
No lots may have direct access to 106th Street.
5. Water main sizes and locations to be determined by the Indianapolis Water Company.
EROSION CONTROL STATEMENT
The construction plans for this project will incorporate an
erosion control plan using the "Urban Development Planning Guide"
prepared by the Hoosier Heartland R C & D.
Temporary erosion control practices include:
a. 10 foot seeding strip behind curbs.
b. slit pit in swales.
C. slit sump/straw bales around inlets.
d. temporary seeding in future development areas.
The construction plans will reference to the "Urban Development
Planning Guide" for such items as seeding mixture, slit pit sizes
and locations, sump construction, erosion control maintenance
during and after construction and other concerns.
form\13540gen
BENCHMARK: Top of Harrison monument in centerline of 106th Street.
Monument is the North Quarter Corner of Section 9, T-17-N, R-3-E.
ELEVATION = 864.74
F-1 40 FT. HALF R/W
Ir
W 4'-0'
E TO
0 10'-0" TO II'-0" 5'-0" 7'-0" MIN. I'-0" MIN. 2'-0" 4'-0'
O..
3 MIN. TYP.
¢ SLOPEI/2"
u. PER FT.
0 I_O SLOPE I / '
14 SLOPE 1/4" PER FT. MIN PER FT.
------ SLOPE 1/2" PER F E Q'.X
SLOPE 6.1 9�-0P
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6.. 4
EXISTING PAVEMENT
u 53 STONE
SIDEWALK WHtRE REQUIRED
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27'-0" MIN. OF SIDE DITCH 3
TYPICAL X-SECTION
106th STREET
"�0 SCALE UJ
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IN, LD
IVIArt 4 71991
PREPARED BY
DENNIS D. OLMSTEAD �`�`�r' '� "••�lF `'+I
STOEPPELWERTH 8 ASSOCIATES, INC. !• ,
9940 ALLISONVILLE ROAD `` ` JOOti12
PLO. BOX 509007 STATE OF J
INDIANAPOLIS, INDIANA 46250 ","°�.•�;1,D 4NP R-
PHONE (317)-849-5935 '��; ti • 1� ••F `'
I hereby certify that no portion of this property lies within a
floodway fringe area based on Flood Insurance Rate Map #180081-
0012C dated May 19, 1981.
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SHEET NO.
2
OF 2 SHEETS
JOB NO.
13540