HomeMy WebLinkAbout05050135-Site PlanG r o u
.and Surveyors
I Industrail Drive, Carmel, IN 46032
317.844.3333 F 317.844.3383
www.seagroupllo.com
'HiS PLOT PLAN WAS
~REPARED BASED ON
NFORMATION TAKEN FROM
;~ECORD PLATS; SUBDIVISION
~LANS, RECORD DRAWINGS
~.ND PLANS PROVIDED BY
:UENT. tT IS THE
tESPONSIBIUTY OF THE
;ONTRACTOR TO ~ERIFY SITE
;ONDITIONS PRIOR TO
:ONSTRUCTION AND NOTIFY
'HE SE A GROUP LLC end
3RENWICK OF ANY
)ISCREPANC!ES,
.OCATION OF UTILITY
.ATERALS ON PLOT PLAN
kRE GENERAL LOCATIONS
~ER PLAN AND SHOULD BE
/ERRED iN THE FIELD.
~0TE:
3UILDER TO ENSURE POSITIVE
'LOW AWAY FROM
;TRUCTURE.
FJMP TO BE PLACED BY
)UILDER AS NEEDED.
tOTE: BUILDER IS TO
;RADE SIDEYARD SWALE TO
;RADES SHOWN ON THIS
'LAN. IF BUILDER IS
)NABLE TO ACHIEVE
~OSITIVE DRNNAGE AWAY
'ROM PROPOSED
;TRUC1URE' THE ENGINEER
;HALL BI[ CONTACTED,
lUll. DER IS NO~ TO DEVIATE
'ROM GRADES SHOWN ON
'HIS PLAN WITHOUT TI'IR
:ONSENT OF BOTH THE
'.NGINEER AND BRENWICK.
4OTE: THE FINISHED
"'LOOR ELEVATIONS AND
3AD GRADES DEPICTED ON
[HIS PLOT PLaN IS OPEN
~ PROPOSED GRADE PER PLAN
-- GROUND WA~R FLOW
SANITARY SE~ UNE
STORM SEWE~ UNE
~-- WATER UNE
..................... EASEMENT UNE
BUILDING SETBACK UNE
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERFIED IN THE
FIELD.
GRANULAR BACKFILL
SUGGESTED UNDER
DRIVEWAY AT 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 LESS THAN 100' MAX,
COVERAGE: 50~
NFORMATION IS SUBJECT
ro CHANGE.
!ENOTEs LOCATION PER I
· ONSTRUCTION PLAN
)RAW~NG$~ cONRRM ,BEFORE J
:0NSTRucTIoNOP6
;ANITARY LATERAL AND
YATER SERVICE UNE; I
4OTE: CONORETE APRON TO
4ATCH EXISTING ALLEY
~DGE OF PAVEMENT
:LEVATION
~,LL MUD IN STREETS FROM
'RUCKS LEAVING LOT TO BE
;LEANED AT THE END OF
:ACH DAY.
;ILT FENCE TO BE USED
i/HERE NEEDED TO KEEP
~UD OFF OF STREETS AND
)UT OF STORM SEWERS.
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP UNE: 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.
[,OT# 468
6,802 S.F.
~REA OF WATER TAP TO BE
IACKFILLED WITH GRANULAR
~IATERIAL TO WITHIN 10" OF
'OP OF CURB.
~REA OF WATER TAP TO BE
[ESTORED TO iTS' ORIGINAL
;ONDITION PRIOR TO
;ONSTRUCTION.
~LL SERVICE LATERAL
:ROSSINGS AT CURB ARE
;TAMPED SS=SANITARY
;EWER SD= SUBSURFACE
)RAIN W= WATER
MINIMUM SETBACKS
in~ Side = O Feet / one side must be Min. 5 Feet
in. Rear ---- N/A
aa. = 20~ lot width at B.L (14. O Feet~
tN~ 468 in V~I~ of Weetclay, Section ~, an Addition in Hamilton County,
i~m~, ~ ~ l~t ~eo~ r~d~:l ~ Ir~trum~t N~ai:~r 2004000~7 found in
PLOT PLAN
;cale: 1"=50' J Drawn by:.
)ate: May 16, 2005 IRevised:
D JR
Prepared For:
William Gordon Group
Residence
t~;~q Friar's Lane