HomeMy WebLinkAbout07040232 Site Plan
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(QQ]J PRQf'OS8) GRADE. PER ?!.A'l(
GrouQ
L&3:nd SLtrv'E:!'ye>rs
433 West Carmel Drive, Carmel, IN 46032
P 317.844.3333 F 317.844.3383
www.seagroupllc_com
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MINIMUM SETBACKS
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GROUND W...._TER FLOW
SANITARY S(\',ffi UNE
STORM S[Y;{R UNE
WATER UNE
EASfMt:NT UNE
8lJJl.DINCSETI:lACKL!NE
Mln ~lde ~ 1 FeAt {" FlWt Mln one side:
lAin. Rear - 2~ FFt
~Q% of lot width at A I "" g 6 F...,t
lOCA TlON Of UTlUTJES ON NOTE.: (SECONDARY AREAS
PLOT PLAN ARE GENERAL I - 'WESTCLA'r) MAX_ HEIGHT:
LOCA l10NS PER PLAN AND 35' ON lOTS 1(KJ' .AND
SHOULD BE \lERIFlED IN lHE LARGER (TO E~ LINE) 30'
HELD. ON LESS THAN 100' MAX.
COVERAGE: 50"
GRANULAR BACKfiLL
SUGGESTED UNDER NOTE: (PRIMARY AREAS -
DRIVEWAY AT SANITARY
I SEWER LATERAL TRENCH, WESTCLAY) MAX. HEIGHT-
WATER LINE TRENCH AND 30' BURD-UP LINE: 2
ANY OTHER EXCAVATED STORIES MAX. COVERAGE;
AREAS. (IF SlWAllON 50~
OCCURS)
NOTE: PAD ELEVATION \
SHOWN IS PER PlANS AND I
IS NOT THE AS-BUILT
ELEVATiON.
THIS PLOT PLAN WAS
PRE?ARED BASED ON
INfORMATION TAKEN fROM
RECORD PLATS. SUBDIVISION
PL,t.,NS, RECORD OR.....W1NGS
I AND PLANS PROViDED BY
I CUENT. IT !S THE
RESPONSIBIUTY Of THE
CONl'RACTOR TO VERIFY SITE
i CONDrnONS PRIOR TO
I CONSTRUCTION AND NOTIFY
THE SEA GROUP u.C and
BR:EJ>lWlCK Of ANY
OiSCREP ANDES.
NOTE; tHE JNFOR~.tA nON
FOR THE ELEVATION
DIFFERENCE BETWEEN THE
PRIMARY FINISHED fLOOR
ElEVA T1DN TO THE TOP OF
BASEMENT WAll AND TO
THE BASEMENT FlNISHED
FU)OR WAS PRD\'IDED BY
"THE BUilDER
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WT# 546
9.835 s. F.
en
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c:i
n
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13
CONe. /"
/
I DRIVE /
I 906 5 ~ ///o~
\// -?-q:;
/
/
/
SAN. STR.( 424:2/
- --rc~~\)5_0".r:-
PER PLAN
905.93
30.48'
/
I All SfR\IICE LA TE:RAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER 50= SUBSURFACE
DRAIN W"" WATER
LOCATION OF UTlUTY
LATERAlS ON PLOT PlAN
ARE GE:NERAL LOCATIONS
PER PLAN AND SHOUlD BE
\/[RIflED IN THE FJELD.
NOll':: ~ I
BUILDER TO ENSURE POSITIVE
FlOW AWAY FROM
STRUCTURE. I
NOTE:
SU"4P TO BE PlACED BY
BUILDER AS NEEDED
NOTE: BUILDER IS TO
GRADE 5l0EYARD SWALE: 10
GRADES SHOWN ON THiS
PLAN. if BUILDER IS
UNABLE TO ACHIEVE
POSITIVE OR,&,lNAGE AWAY
FROM PROPOsrn
STRUCTURE. mE ENCiNEER
SHALL BE CONTACTED.
BUlLOER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
THIS PLAN 'MTHOUT THE
CONSENT OF BOTH THE
ENGINEER AND SRE"''MCI<..
1'101(: THE FINISHED
FLOOR EL.EVA TlONS AND
PAD GRADES DEPICTED ON
THIS PlOT PLAN IS OPEN
FOR REVIEW BY BRENWlCK
DEVELOPMENT. THE BUn.OER
1$ CAUTIONED THAT SAID
INfORMAT10N ($ SUBJECT
TO CHANG(.
DENOTES LOCAl1QN PER
CONSTRUCTION PLAN
DRA\\1NGS, CONFIRM BEFORE
CONSTRUCTION OF" 6.
SANITARY LATERAL AND
WATER SER\'ICE UNE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
I ~~~A~~:..wEMENT
ALL MUD IN STREETS FRON I
TRUCKS LEA \'ING lOT TO BE
CLEANED AT THE END OF"
EACH DAY.
I
I I
j
SilT FENCE TO SE USED
WHERE NEEDED TO KEEP
MUD OFF Of STREE1S AND
OUT Of" STORM S€~S.
AREA Of WATER TAP TO BE
BACKFILLED 'MTH GRANULAR
~AlERrAL TO 'MTH1N 10- OF
I TOP Of CURB.
ARE."'- Of WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITlON PRJOR TO
CONSTRUCTION
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~\.'t'?-.MG RIS~
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$ ~ ....{.GIsn-i',?... ~ ~
Property Deaaiption: !Ioo',,?,.. ~ .0 -. <'~
.:::':-..;.. N .,
~CC.r 0 \~~
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Lot Number 546 In Village of Weatclay. Section 5002, an Addition In Haml~on County, ~ . i LS20200083 i" E I
indiana, as per p1atlhereol recorded as Instrument Number 200500060648 found In - ~ : ;::
~ \. STATE OF .:" ~
the Office of the Recorder of Hamilton County, Indiana ~<... ."~;::
~-1-t:...!NDI""'!"..\() ~
~""'I.D 'SUR~~".,,~~
I Prepared For: "I'""nl""\: ;
PLOT PLAN Soffer Enterprises ~~~~
of Indiana
I Scale: 1"-20' I Drawn by: DJR Residence
\. Date: March 29, 2007 I Revised: 13003 Chew Street