HomeMy WebLinkAboutPointe Primary Plat pg. 3THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
STEVE PITTMAN
P.O. BOX 554
CARMEL, INDIANA 46082
PHONE: (317) 580 -9693
7 118 1
9
125
D.E.
D.U. &S. F.
D.U. &S. S.E.
D. &U.E.
D.U. &L.M.A.E.
C.E.
B.L.
C.A.
N.A.E.
BLOCK "X"
LEGEND
04
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
DRAINAGE UTILITY LANDSCAPE
MAINTENANCE ACCESS EASEMENT
CONSERVATION EASEMENT
BUILDING LINE
COMMON AREA
NON— ACCESS EASEMEN
COMMON AREA
BLOCK "Z" (PRIVATE DRIVE)
BLOCKS FOR BUILDING AREAS
908
LEGEND
EXISTING WOODS
EXISTING STORM SEWER
EXISTING SANITARY SEWER
9
-0- EXISTING CONTOUR
W EXISTING WATER LINE
PROPOSED SANITARY SEWER
-4 PROPOSED STORM SEWER
W PROPOSED WATER LINE
WESTON POINTS
PRIMARY PLAT
1'
TYP
10'
4' CONC. WALK
LOPE 1/4" FT.
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED #53
STONE BASE
6J
2' 0"
T
SCALE 1 =50'
50'
30'
R/W
PAVEMENT
I CI
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
Cr
2' -0"
CONC.
CURB
TYPICAL STREET O CROSS SECTION
NOT T SCALE
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
10'
4' CON WALK
SLOPE 1/4" FT.
1 1 1- 11 11. 1
NOTE: 0.10 0.15 GAL. SO. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
TYP.
I
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
SPEED LIMIT: 25 MP
GENERAL NOTES:
1) ALL WELLHEADS WILL BE AB
BY STATE HEALTH PROCEDURE`.
CONSTRUCTION.
80
N 1
L 1 111 1 i hi( i ft.
ALE
•00
320
Q No. •.o-
900012
STATE OF
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