HomeMy WebLinkAbout05030199-Site Plan INC.
Land Survey ng· Civil Engineenng · Geotechnical Engineer ng, Environmental Engineering
9855 Crosspdnt Blvd., Suite 110, Indianapolis, iN 46256
Phone (317) 841-1506 Fax (317) 841-1507
ATE: BUILDER IS TO
DE SIDEYARD SWALE TO
RADES SHOWN ON TH S
PLAN. IF BUILDER IS
LJNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE 3]-iH ENGINEER
SHALL BE CONTACTED.
BU LDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENC4NEER AND BRENWICK.
MINIMUM SETBACKS
lain. Side ~ 6.9 Feet (8~ lot width et B,L.~
Min. Rear = 25 Feet
Aaa. = 15.5 Feet (18~ tot width et B.L~
NOTE: U E
BUILDER TO ENS R
POSITIVE FLOW AWAY FRO~t
STRUCTURE.
NO3E:
SUMP TO BE PLACED BY
BUILDER AS NEEDED,
~'~ PROPOSED GRADE PER PLAN
, GROUND #ATER FLOW
~-----~ SANITARY SE~R UNE
=. ,~, STORM SEWE~ UNE
~ WATER UNE
..................... EASEMENT UNE
-- -- -- BUILDING SE~ACK MNE
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAW1NGS
AND PLANS PROVIDED BY
CLIENT. IT tS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY
SITE CONDITIONS PRIOR 'ro
CONSTRUCTION AND NOTIFY
BENCHMARK LAND SERVICES
AND BRENW~CK
DEVELOPMENT OF ANY
DISCREPANCIES,
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERFIED IN TH
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH.
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREA
-,~ -WI'"STCLAY) MA,)(. HEIGH'
35 ON LOTS 100 AND
LARGER (TO EVE LINE) ;50
ON LESS THAN 100' MAX.
COVERAGE: 50~
NOTE: (PRIMARY AREAS -
.W~_,STCLAY) MAX. HEIGHT:
;50 BULD.-UP IJNE: 2
STORIES MAX COVERAGE:
50~
NOTE: PAD ELEVATioN
SHOWN IS PER PLANS AN[;
IS NOT THE AS-BUiLT
ELEVATION.
NOTE: THE NFORMATION
FOR THE ELEVA31ON
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OI
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
LOT# 376
16,062 S.F.