HomeMy WebLinkAbout06060070 As Built
Grou
_C3nc:l SUrV"cayc:>rs
33 West Carmel Drive, Carmel, IN 46032
317.844.3333 F 317.844.3383
www.seagroupllc.com
100.01 PROPOSED GRADE PER PLAN
- GROUND WATER FLOW
-SN<-SN<- SANITARY SEWER LINE
-""-""- STORM SEWER LINE
-""'-""'- WATER LINE
-------------- EASEMENT LINE
- - BUILDING SETBACK LINE
MINIMUM SETBACKS
Min Side 5 Feet or R% lot width @ B L (81 Feet)
Min Rear ?O Feet
Aaa - 18% of lot width @ B L (182 Feet)
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRA\I1NGS. CONFIRM BEFORE
CONSTRUCTION OF 6"
SANITARY LATERAL AND
WATER SERVICE LINE.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVlEMENT
ELEVA TlON
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
V1ERIFIED IN THE FIELD.
TE:
YP TO BE PLACED BY
ILDER AS NEEDED.
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMA TlON TAKEN FROM
RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAWINGS
AND PLANS PROVIDED BY
CLIENT. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO V1ERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE SEA GROUP LLC and
BRENWICK OF ANY
DISCREPANCIES.
I
AREA OF WATER TAP TO BE
BACKFILLED \11TH GRANULAR
MATERIAL TO \I1THIN 10" OF
TOP OF CURB.
.ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTlURE.
SIL T FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
TE: BUILDER IS TO
~DE SIDEYARD SWALE TO
~DES SHO\\1N ON THIS
IN. IF BUILDER IS
ABLE TO ACHIEVE
SITIVE DRAINAGE AWAY
JM PROPOSED
lUCTlURE, THE ENGINEER
~LL BE CONTACTED.
LDER IS NOT TO DEVIATE
JM GRADES SHO\\1N ON
S PLAN \I1THOUT THE
~SENT OF BOTH THE
;INEER AND BREN\I1CK.
TE: THE FINISHED
JOR ELEVATIONS AND
o GRADES DEPICTED ON
S PLOT PLAN IS OPEN
, REVIEW BY BREN\I1CK
V1ELOPMENT. THE BUILDER
CAUTIONED THAT SAID
'ORMA TlON IS SUBJECT
CHANGE.
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AREA OF WATER TI
RESTORED TO ITS' ,
CONDITION PRIOR T'
CONSTRUCTION.
ALL SERVICE LATER
CROSSINGS AT CUR
STAMPED SS= SAN'
SEWER SD= SUBSU'
DRAIN W= WATER
LOCATION OF UTIL
PLOT PLAN ARE G
LOCATIONS PER PI
SHOULD BE VERIFI
FIELD.
GRANULAR BACKFI
SUGGESTED UNDER
DRIVEWAY AT SAN'
SEWER LATERAL TI
WATER LINE TREN(
ANY OTHER EXCA \
AREAS. (IF SITUAT
OCCURS)
NOTE: (SECONDAI
- WESTCLAY) MA>
35' ON LOTS 100'
LARGER (TO EVE l
ON LESS THAN 10
COVERAGE: 50%
NOTE: (PRIMARY
WESTCLA Y) MAX. r
30' BUILD-UP LINE
STORIES MAX. COV
50%
NOTE: PAD ELEVA"
SHO\\1N IS PER PL,
IS NOT THE AS-BI
ELEVA TlON.
NOTE: THE INFOR~
FOR THE ELEVA TlO
DIFFERENCE BETWE
PRIMARY FINISHED
ELEVATION TO THE
BASEMENT WALL ~
THE BASEMENT m
FLOOR WAS PROVlI
THE BUILDER.
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'operty Description: -co: .
~ * ~ LS20200083
- .
)t Number 796 in Village of Westclay, Section 10001, an Addition in Hamilton County, - .
'S \. STATE OF .
::liana, as per plat thereof recorded as Instrument Number 200000062972 found in ~ <,' .
'\ -sf ~...//oiDI""'.~"~~
e Office of the Recorder of Hamilton County, Indiana. ~""O 'SUR\j\~
111111/1111\"\\
Prepared For: ~~
PLOT PLAN Woodall Construction
Scale: 1"=30' I Drown by: DJR Residence
Date: April 24, 2006 IRevised: 5-30-06 2017 Mowbroy Street