HomeMy WebLinkAbout05050136-Site PlanGr0u
Industrail Drive, Carmel, IN 46032
17.844.3333 F 317.844.3383
www.seagroupllc.oom
S PLOT PLAN WAS
EPARED BASED ON
ORMATION TAKEN FROM
30RD PLATS, SUBDIVISION
~NS, RECORD DRAWINGS
D PLANS PROVIDED BY
ENT. IT IS THE
SPONSIBIMTY OF THE
NTRACTOR TO VERIFY SITE
NDITIONS PRIOR TO
NSTRUCTION AND NOTIFY
"S E A GROUP LLC anc
~NWICK OF ANY
CREPANCIES.
~ATION OF UTILITY
~RALS ON PLOT PLAN
GENERAL LOCATIONS
PLAN AND SHOULD BE
~FIED IN THE FIELD.
LDER TO ENSURE POSITIVE
)WAWAY FROM
~UCTURE,
~P TO BE PLACED BY
LDER AS NEEDED.
rE: BUILDER IS TO
~,DE SIDEYARD SWALE TO
kDES SHOWN ON THIS
~N. IF BUILDER IS
~BLE TO ACHIEVE
~ITIVE DRAINAGE AwaY
)M PROPOSED
:UCTURE. THE ENGINEER
kLL BE CONTACTED.
LDER IS NOT TO DEVIATE
)M GRADES SHOWN ON
PLAN WITHOUT THE
4SENT OF BOTH THE
;INEER AND BRENWICK.
rE: THE FINISHED
IOR ELEVA-IONS AND
) GRADES DEPICTED ON
S PLOT PLAN IS OPEN
~ REVIEW BY BRENWICK
/ELOPMENT, THE BUILDER
3AUTIONED THAT SAID
DRMATION IS SUBJECT
CHANGE·
IOTES LOCATION PER
ISTRUCTION PLAN
~WINGS. CONFIRM BEFORE
ISTRUCTION OF 6"
dTARY LATERAL AND
rER SERVICE UNE.
~E: CONCRETE APRON TO
rCH EXISTING ALLEY
;E OF PAVEMENT
VATION
MUD IN STREETS FROM
~CKS LEAVING LOT TO BE
ANED AT THE END OF
:H DAY.
' FENCE TO BE USED
:RE NEEDED TO KEEP
) OFF OF STREETS AND
· OF STORM SEWERS.
:A OF WATER TAP TO BE
;KFILLED WITH GRANULAR
'ERIAL TO WITHIN 10" OF
OF CURB,
:a OF WATER TAP TO BE
;TORED TO ITS' ORIGINAL
IDITION PRIOR TO
IS]RUCTION,
SERVICE LATERAL
)SSINGS AT CURB ARE
MPED SS= SANITARY
tER SD= SUBSURFACE
JN W-- WATER
~ :~ROPOSED GRADE PER PLAN
GROUND WATER FLOW
~--~' SANITARY SEWER UNE
~ ~ STORM SEWER LINE
~"--'~ WATER UNE
................... EASEMENT UNE
BUILDING SET~ACK UNE
LOCA~ON OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERFIED tN THE
FIELD,
GRANULAR BACK~LL
SUGGESTED UNDER
DRIVEWAY Al SANITARY
SEWER LATERAL TRENCH.
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
OCCURS)
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER {TO EVE LINE) 30'
ON -ESS THAN 100' MAX.
COVERAGE: 50%
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX, COVERAGE:
50%
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION,
NOTE: THE INFORMATION
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER
PER PLAN
LOT// 532
6,500 S.F.
SANITARY STR.
PER PLAN
50.00'
APRON
ALLEY ESMT
28.7'
-~< CONC.
03 DRIVE
53,67'
3-CAR
GARAGE
FFE=907.0
30.48'
19.33'
9.33'
CRAwL
2.33' PROPOSED
FRM & MSY
RESIDENCE
1.00' FFE=910.2
BSMT
FFE=900.2~
14.67'
1.0C
14.67'
PORCH
1( 10! DU&SE
12.0'
50.00' J
WALK
~R.~S W~ win, : j WTR--
SD
CURB
DEERSTYNE GREEN STREET
50' R/W
CIIRR
12' BTL
MINIMUM SETBACKS
Side ~ 3 Feet (5 Feet Min. one side~
Rear= 20 Feet
· -- 8 Feet
erty Description:
lumber 532 in Ville, ge of Westclay, Section 5001, an Addition in Hm~on County,
~s ss per plat thereof reCorded s8 Instrument Number 2005000199,34 found in the
· of the ReCorder" of Hamilton County, Indi~ns.
PLOT PLAN
)ared For:
Kloin Builders, LLC
by: DJR Jence
),ne Green Street