HomeMy WebLinkAbout05080258-Site Plan nd Surv~
Industrail Drive, Ca
17.844.3333 F 317.844.3383
www.seagroupllc, com
; PLOT PLAN WAS
:PARED BASED ON
)RMATION TAKEN FROM
:ORD PLATS. SUBDIVISION
NS, RECORD DRAWINGS
~ PLANS PROV1DED BY
:NT. IT IS THE
PONSIBIUTY OF THE
ITRACTOR TO VERIFY SITE
IDITIONS PRIOR TO
ISTRUCTION AND NOTIFY
S E A GROUP LLC end
NW~CK OF ANY
;REPANCreS.
ATION OF UTILITY
ERALS ON PLOT PLAN
; GENERAL LOCATIONS
PLAN AND SHOULD BE
FlED IN THE FIELD.
.DER TO ENSURE POSITIVE
W AWAY FROM
UCTURE,
(P TO BE PLACED BY
-DER AS NEEDED,
E: BUILDER IS TO
,DE SIDEYARD SWALE TO
,DES SHOWN ON THIS
N. IF BUILDER IS
~BLE TO ACHIEVE
;ITIVE DRAINAGE AWAY
,M PROPOSED
UCTURE. THE ENGINEER
,LL BE CONTACTED.
.DER IS NOT TO DEVIATE
'M GRADES SHOWN ON
~ PLAN ~THOUT THE
ISENT OF BOTH I~HE
;INEER AND 9RENWICK.
re: THE FINISHED
~OR ELEVATIONS AND
) GRADES DEPICTED ON
S PLOT PLAN IS OPEN
~ REVIEW BY BRENWICK
~LOPMENT. THE BUILDER
,,AUTIONED THAT SAID
CHANGE,
IOTES LOCATION PER
~STRUCTION PLAN
~,WlNGS, CONFIRM ,BEFORE
~STRUCTION OF 6'
IITARY LATERAL AND
[ER SERVICE LINE.
[E: CONCRETE APRON TO
rCH EXISTING ALLEY
;E Of PAVEMENT
VATION
MUD IN STREETS FRO~V
ICKS LEAVINO~LOT TO BE
iANED AT THE END OF
;H DAY,
L~CATION OF UTIUTIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL ~RENCH,
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE; (SECONDARY AREAS
-,~ -WESTCLAY) MA~, HEIGHT',
35 ON LOTS 100 ~ND
LARGER (TO EVE LINE) ~0'
ON LESS THAN 100 MAX.
COVERAGE: 50%
NOTE: THE NFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATIOi'~ TO THE lOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROV1DED BY
THE BUILDER.
/ %
F FENCE TO BE USED
~.RE NEEDED TO KEEP
) Off OF STREETS AND
r OF STORM SEWERS.
:A OF WATER TAP TO BE
·.KFIELED W1TH GRANULAR
IERIAL TO W1THIN 10 OF
~ OF CURB,
~A OF WATER TAP TO BE
;TORED TO ITS' ORIGINAL
~DITION PRIOR TO
~STRUCTION
· SERVICE LATERAL
)SSINGS AT CURB ARE
~MPED SS= SANITARY
YER SD-- SUBSURFACE
kiN W= WATER
MINIMUM SETBACKS
~ide = 5 Feet or 8~ Lot width @ B.L. (7.5'~
Rear = 20 Feet
I. -- 1~ of Jot width @ B.L (16.8~
the Recorder
PLOT PLAN
ale: 1"=30'
tie: ApFil
'-PROPOSED GRADE PER PLAN
GROUND WATER ""LOW
SANITARY ,SEWER LINE
STORM SEWER UNE
WATER LINE
EASEMENT UNE
BUILDING SETBACK UNE
NOTE: (PRIMARY A'~EAS -
WESTCLAY) ~AX, HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
SHOWN IS PER PLANS AND
S NOT THE AS-BUILT
ELEVATION j~
LOT# 853
16,165 S.F.
Number 200400075988
:or:
hire ~omes
0
Indiana.
Finchley Rood