HomeMy WebLinkAbout Site Plan0'� S T O E P P E LW E R T H JOB ID 76457
ALWAYS 0 N CONTROL# 76457 HAB
7965 East 106th Street, Fishers, IN 46038-2505
phone:317.8495935 fox:317.8495942
10530 COMBS AVENUE
INDIANAPOLIS, IN 46280
1" = 30'
LOT AREA:7,820 Sq. Ft.
LOT COVERAGE=26.8X
16
C.- 840.86
AS BUILT
LEGEND:
XX.X PROPOSED GRADE PER PUN
XX.XAB AS BUILT GRADE
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S.S_D.
_
_ SUB -SURFACE DRAIN
ALL UNDERGROUND SEWERS AND UTILITIES
SHOWN ARE PLOTTED BY SCALE
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SANITARY SEWER
FROM
DESIGN PLANS FURNISHED BY ENGINEER
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NO. •� '
STORM SEWER
THE ACTUAL FIELD LOCATION MAY VARY.
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W
WATER MAIN
W
3/4° WATER CONNECTION
SWALE
STATE OF
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SANITARY MANHOLE
BENCHMARK
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STORM MANHOLE
TOP OF CASTING = 840.86
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CURB INLET
LOT P.
REPEAT OF THE NORTH170 FEET
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FIRE HYDRANT LOT 16 IN LITTLE FARMS TO THE
TOWN TO HOME PLACE
NOTE THIS DRAWING IS NOT INTENDED 70 BE
WATER METER
REPRESENTED AS A RETRACEMENT OR ORIGINAL
INST. #2007006396
BOUNDARY SURVEY, A ROUTE SURVEY OR A
SURVEYOR LOCATION REPORT.
D.&U.E
DRAINAGE & UTILITY
EASEMENT
P.C. #4, Slide #243
� IIEV ADD ��T
D.U.&S.E.
U71LITY & sEwER
G ZONINR3
C.A.
EDRINAGEAA
SEMENT
COMMON AREA
5 MINIMUM SIDE YARD
AM m PAD 03AGAN us
/1s LAF
B.S.L.
B.L
BUILDING SETBACK LINE
BUILDING LINE
15' MINIMUM AGGREGATE
M.LA.G.
MINIMUM LOWEST ADJACENT
GRADE
20' MINIMUM REAR YARD
_
M.F.P. G.
MINIMUMFLOOD PROTECTION
30' MINIMUM FRONT YARD
GRADE
35% MAXIMUM LOT COVERAGE
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CURB --
GUTTER —
-
MEASURED AT PROPERTY LINE
5' 20' MAX 5'
12' MIN
WING
MIN. 6'
20' MAX
CONCRETE ROLL CURB & GUTTER
PER DETAIL 10-13
4
RESIDEN TIAL DRI VEWA YS
NO SCALE
NOTES:
CROSS-SECTION VIEW
FOR LOCAL ROADS FACE OF CURB IS TO BE 6 1/2 BACK OF CURB 10".
ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED.
CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE A MINIMUM OF 6° PLAIN CONCRETE AND 6- COMPACTED AGGREGATE NO 53.
WINGS SHALL BE SIZED AS NOTED REGARDLESS OF EXISTENCE OR LOCATION OF SIDEWALK
PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN).
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MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE Q
0
3 (MAX) PROPOSED 3 (MAX) (�
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I I I I GRAD -I 1 1 717._�
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l - I I
8" TOP SOIL �
UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRIC TO ALLOW FOR FUTURE SILTING Q
ON PERIMETER OF 5 o U U
TRENCH AND OVERLAP
AT SUBGRADE LEVEL `�
1" MIN. 12" MIN. �
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
#8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION U
MIN. 6" DOUBLE WALL PERFORATED PER 401.01 OF THE
STORM WATER TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL
NO SCALE
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