HomeMy WebLinkAbout05110174-Site PlanGrou
511 Industrial Drive, Carmel, IN 46032
P 317.844.3333 F 317.844.3383
www-seagroupllc.oom
~ PROPOSED ORAO£ PER PLAN
" GROUND WATER FLOW
s~.. SANITARy SEWER LINE
sm s~.. STORM SEWER UNE
~ ~,r.~ WATER UNE
................ EASEMENT UNE
BUILDING SET~ACK UNE
MINIMUM SETBACKS
Min. Side -- 5 Feet er 8% Lot width @ B.L. (8.0 Feet)
~in. Reor = 20 Feet
AcJa. = 1~% of lot width 0 B.L. (18.0 Feet'~
IlS PLOT PLAN WAS j
[EPARED BASED ON
=ORMATION TAKEN FROM
:CORD PLATS, SUBDIVISION
ANS RECORD DRAWINGS
ID PLANS PROVIDED BY
lENT. IT IS THE
SPONSIBILITY OF THE
'NTRACTOR TO VERIFY SITE
NDITIONS PRIOR TO
NSTRUCTION AND NOTIFY
E S E A GROUP LLC {:]nd
ENWICK OF ANY
;CREPANCIES.
:ATION OF UTiLITY
FERALS ON PLOT PLAN
[ GENERAL LOCATiONS
;~ PLAN AND SHOULD BE
UFIED IN THE FIELD.
rE:
;~DER TO ENSURE POSITiVE
W AWAY FROM
UCTURE.
IP TO BE PLACED BY
.DER AS NEEDED.
CATION OF UTIUTIES ON
3T PLAN ARE GENERAL
=ATIONS PER PLAN AND
LODU.LD BE VERIFIED IN THE
ANULAR BACKFILL
~GESTED UNDER
VEWAY AT SANITARY
~ER LATERAL TRENCH.
IER UNE TRENCH AND
r' OTHER EXCAVATED
:AS. (IF' SITUATION
:URS)
TE: (SECONDARY AREAS
~ESTCLAY) MAX. HEIGHT:
ON LOTS 100' AND
~GER (TO EVE LINE) 30'
LESS THAN 100' MAX.
/ERAGE: 50%
E: THE INFORMATiON
THE ELEVATiON
ERENCE BETWEEN THE
tARY FINISHED FLOOR
/ATiON TO THE TOP OF
EMENT WALL AND TO
BASEMENT FINISHED
)R WAS PROVIDED BY
BUILDER,
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SD= SUBSURFACE
DRAIN w= WATER
NOTE: (PRIMARY AREAS --
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX. COVERAGE:
50%
NOTE: PAD ELEVATION
SHOW~, IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATiON.
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 CURD.
NOTE: BUILDER S TO
GRADE SIDEYARD SWALE TO
GRADES SHOWN ON THIS
PLAN. F BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE, THE ENGINEER
SHALL BE CONTACTED
BUILDER S NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN WITHOUT THE
CONSENT OF ~OTH 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 LINE.
INOTE: CONCRETE APRON TO
MATCH EXISTING ALLEv
EDGE OF PAVEMENT
ELEVATION
ALL MUD IN STREETS FROM
TRUCKS LEA~NG LOl TO BE
CLEANED AT THE END OF
LEACH DAY
WTR J
CURB
..LEIGHTON COURT
~ 50' R/W ~
65.21'
14.33'
CONC.
DRIVE
LOT// 841
15,061 SmF.
24.00'
1
BTM BTM
100.00'
32.3'
BTM,
Description:
dumber 841 in the V'dlage of We8tclay, Section 10002, an Adoration in Hero,on
~ty, Indiana, as per plat thereof recorded aa In8trument Number 200400075938
d in the Office of the Recorder of Hamilton County, Indiana.
PLOT PLAN
lie: 1"=30'
[e: Nov. 9, 2005
Prepared For:
Woodall Construction
J Drawn by: DdR Residence:
JRevised: 12037 Leighton Court