HomeMy WebLinkAbout05040015-Site Plan BENCHMARK LAND SERVICES, INC.
Land Surveying · Civil Engineering, Geotechnica~ Engineering, [nvironmenta~ Engineering
9855 Crosspoint Blvd., Suite 110, Indienopolis, IN 46256
Phone (5t7) 841-1506 Fox (.317) 841-1507
~ays wit~in subdMsion shall be I
~cted of concrete ar ~ohalt
MINIMUM SETBACKS
Side = ;3 Fee~ one side Min. 5 Feet
Rear = 20 Feet
= 6.8 Feet
/)ER TO ENSURE
ITIVE FLOW AWAY FROM
JCTURE.
,4P TO BE PLACED BY
I.DER AS NEEDED.
PROPOSED ORADE PER PLAN
aROUND WATER FLOW
SANITARY SE~ER UNE
STORM SEWER UNE
WATER UNE
EASEMENT UNE
BUILDING SETBACK UNE
LOT# 34
4,688 S.F.
GARAGE
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON 3HIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED.
BUILDER tS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF DO'Il! THE
ENGINEER AND BRENWICK.
NOTE: THE FINISHED
FLOOR ELEVATIONS AND
PAD GRADES DEPICTED ON
THIS PLOT PLAN IS OPEN
FOR REVIEW BY BRENWICK
3EVELOPMENT. THE BUILDER
S CAUTIONED THAT SAID
NFORMATION IS SUBJECT
TO CHANCE.
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTIOI~ OF 6"
SANITARY LATERAL AND
WATER SERVICE UNE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
ALL MUD IN S3REETS FROM
TRUCKS J[AV~NG LOT TO BE
CLEANED AT THE END OF
EACH DAY,
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
AREA OF WATER TAP TO
RESTORED TO ITS' ORIGIh
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARI
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN W= WATER
LOCATION OF UTIUTIES (
PLOT PLAN ARE GENERA
LOCATIONS PER PLAN Al
SHOULD BE VERFIED IN
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER UNE TRENCH AN[
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: (SECONDARY ARI
- WESTCLAY) MAX. HEIG
35' ON LOTS 100' AND
LARCER (TO EVE UNE) .~
ON LESS THAN 100' MA)
COVERACE: 50~
NOTE: (PRIMARY AREA:
WESTCLAY) MAX. HEIGH]
30' BUILD-UP MNE: 2
STORIES MAX. COVERAGi
50~
NOTE: PAD ELEVAllON
SHOWN IS PER PLANS
IS NOT THE AS-BUiLT
ELEVATION.
NOTE: THE INFORMATIO~
FOR THE ELEVATION
DIFFERENCE BETWEE~N TI
PRIMARY FINISHED FLOC
ELEVATION TO THE TOP
BASEMENT WALL AND T~
THE BASEMENT FINISHE[
FLOOR WAS PROVIDED I:
THE BUILDER.
BSMT
PROPOSED
FRM & MSY
Rg~I~D, ENCE
CRAWL
,erty Description:
qumber 34 in Village of Westcloy, Section 5003, Block D, Lots ,31-42 on 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.
PLOT PLAN. For:
Gordon Group
; Type: Custom
Drawin(j No.
1 9, 2004 {evised: 12876 Tradd Street 6-5485