HomeMy WebLinkAbout05120100-Site PlanG rou
.and S u r-vcyors
1 Industmil Ddve, Carmel, IN 46032
317.844.3333 F 317.844.3383
www.seagroupllc.com
~IS PLOT PLAN WAS
'REPARED BASED ON
NFORMATION TAKEN FROM
IECORD PLATS, SUBDIVISION
)LANS, RECORD DRAWINGS
~,ND PLANS PROVIDED BY
,'[.tENT. ITIS THE
IESPONSIBIUTY OF THE
· 'ONTRACTOR TO VERIFY SITE
:ONDITIONS PRIOR TO
:ONSTRUCTION AND NOTIFY
~tES E A GROUP LLC and
)RENWICK OF ANY
IISCREPANCIES.
.OCATION OF UTIUTY
ATERALS ON PLOT PLAN
~RE GENERAL LOCATIONS
~ER PLAN AND SHOULD BE
~RFIED IN THE FIELD.
IOTE:
IUILDER TO ENSURE POSITIVE
'LOW AWAY FROM
;TRUC~JRE.
IOTE:
;UMP TO BE PLACED BY
)UlLDER AS NEEDED.
laTE: BUILDER tS TO
iRADE SIDEYARD SWALE TO
;RADES SHOWN ON THIS
'LAN. IF BUILDER IS
INABLE TO ACHIEVE
'OS~TIVE DRAINAGE AWAY
'ROM PROPOSED
;TRUCTURE, THE ENGINEER
;HALL BE CONTACTED.
~UILDER IS NOT TO DEVIATE
ROM GRADES SHOWN ON
~lS PLAN WITHOUT THE
:ONSENT OF BOTH THE
~NGINEER AND BRENWICK.
40TE: THE FINISHED
~OOR ELEVATIONS AND
~AD GRADES DEPICTED ON
tHIS PLOT PLAN IS OPEN
PROPOSED G~ADE PER PLAN
G~OUND WATER FLOW
SANITARY SEWER UNE
STORM SE~4ER UNE
WAIER UNE
EASEUE]~T UNE
BUILDING SETBACK UNE
;OR REVIEW BY BRENWICK
)EVELOPMENT. THE BUILDER
S CAUTIONED THAT SAID
NFORMATiON IS SUBJECT
ro CHANGE.
IENoTEs LOCATION PER
~oNsTRUcTION pLAN
)RAWINOS: CONRRM .BEFORE
:ONSTRUCTION OF S
;ANITARY LATERAL AND
YATER SERVICE UNE;
4GTE: CONCRETE APRON TO 1
4ATCH EXISTING ALLEY
:DOE OF PAVEMENT
:LEVATION
~LL MUD IN STREETS FROM
'RUCKS LEAVING LOT TO BE
:LEANED AT THE END OF
:ACH DAY.
lILT FENCE TO BE USED
~HERE NEEDED TO KEEP
IUD OFF OF STREETS AND
)UT OF STORM SEWERS.
~REA OF WATE'R TAP TO BE
IACKF1LLED WITI-I G~ANULAR
IATERIAL TO WITHIN 10" OF
*OP OF CURB.
~REA OF WATER TAP TO BE
IESTORED TO ITS' ORIGINAL
;ONDITION PRIOR TO
:ONSTRUCTION.
~LL SERVICE LATERAL
:ROSSINGS AT CURB ARE
;TAMPED SS= SANITARY
~EWER SD= SUBSURFACE
)RAIN W-- WATER
LOCATION OP UTILITIES ON
pLOT PLAN ARE GENERAL
LOcATioNs PER PLAN AND
SHOULD BE VERRED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH,
WATER MNE 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 LESS THAN 100' MAX.
COVERAGE: 50~
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
.30' BUILD-UP ENE: 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 BE~EN THE
PRIMARY FINISHED FLOOR
ELEVATION TO THE TOP OF
BASEMENT WALL AND TO
THE BASEMENT FINISHED
FLOOR WAS PROVIDED BY
THE BUILDER.
LOT# 439
8,060 S.F.
~o I P^m BLK "D" COMMONS
I1 , o.oo'
~ il~ ~-897.1 ·
~.~1 7,1T I ~A~
I I = I ORl~ SLOPE
~ t 130.00'
MINIMUM SETBACKS
lin. Side = :) Fee~ (5 Feet Min. one side'~
lin- Rear = 20 Feet
,aa. = 20~[ of lot width (12.5 Feet~
: Number 439 in Vaage of Weetcley, 8action 5001, an Addition in Hamilton County,
lane, aa per I:Mt thereof recorded aa in~rnent Number 2(X)5(X)O]9934 found in the
PLOT PLAN
;cale: 1"=30' J Drawn by:.
~ote: Dec. 7, 2005 IRevised:
D JR
Prepared For:
William Gordon
Residence:
13011 Tradd Street
Group