HomeMy WebLinkAbout05020056-Site Plan NCHMJ~
ttary se~er lateml Ioc~tie~s ere
mx~te, ~d a~ to ~ ~d
ud~g d~wa~ ~
MINIMUM SETBACKS
Side ~ 5 F~t one side Min. 5 Feet
R~r ~ 20 F~t
~ 6.8 Feet
~ER T
~ ~OW AWAY ~OM
~UC~RE,
MP TO BE ~D BY
I~ AS NE~ED.
BENCHMARK LAND SERVICES, INC.
Land Surveying · Civil Engineering * Geotechnical Engineering- Environmental Engineenng
9855 Crosspoint Blvd., Suite 110, Indianapolis, tN 46256
Phone (317) 841-1506 Fax (317) 841-1507
~ PEOPOSED GRADE PB~ PLAN
GRCUND WATER FLOW
~"~ SANITARY ~ UNE
=~ == STGRU SE~ UNE
m.~ WA]ER UNE
................... EASEMENT UN£
-- -- - BUILDING SE3BAC~ UNE
GARAGE
FFE=905.9
oT# 35
4,688 S.F.
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE. THE ENGINEER
SHAM. BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENWICK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
DEVELOPMENT. THE BUILDER
IS CAUTIONED THAT SAID
INFORMATION IS SUBJECT
TO CHANGE.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6'
SANITARY LATERAL AND
WATER SERVICE ENE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
AM. MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
STRAW BALES AND SILT
FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFiLl_ED WITH GRANULAR
MATERIAL TO WITHIN 10' OF
TOP OF CURB.
AREA OF WATER TAP TO
RESTORED TO ITS' OR GI~
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB AR
STAMPED SA== SANITARY
SE~.JR SS= SUBSURFAC!
DRAIN W= WATER
LOCATION OF UTIUTIES (
PLOT PLAN ARE GENER,a
LOCATIONS PER PLAN A
SHOULD BE VERREB IN
FIELD,
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEV~..R LATERAL TRENCH
WATER UNE TRENCH ANI
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NO*~E: (SECONDARY AR
- WESTCLAY) MAX. Ha(
35' ON LOTS 100' AND
LARGER (TO EVE UNE);
ON LESS THAN 100' MA:
COVERAGE: 50~
NOTE: (PRIMARY AREA
_W~_,STCLAY) MAX HEIGH'
30 BUILD-UP ENE: 2
STORIES MAX, COVERAG
50~
NOTE: PAD ELEVATION
SHOWN IS PER PLANS'~
IS NOT THE AS-BUILT
ELEVATION.
NOTE: THE INFORMATIGI
FOR THE ELEVATION
DIFFERENCE BETWEEN T
PRIMARY FINISHED FLOC
ELEVATION TO THE TOP
BASEMENT WALL AND T
THE BASEMENT FINISHEI
FLOOR WAS PROVIDED I
THE BUILDER.
PROPOSED
FRM & MSY
RESIDENCE
FFE=905.5
CRAWL
/
)erty Description:
Number 35 in Village of Westclay, Section 5005, Block D, Lots 51-42 an Addition in
ilton County, Indiana, as Per plat thereof recorded as Instrument Number 200400077110
d in the Office of the Recorder of Hamilton County, Indiana.
;'or:
liam Gordon Group
e Type: Custom
Drawn bx. DJR No.
{evised: Street 6-3307