HomeMy WebLinkAbout07090060 Site Plank G r o u
Land Surveyors
433 west Carmel Drive, Carmel, IN 45032
P 317.844.3333 F 317.844-3383
www.seagrouplic.com
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS. SUBDIVSNNN
PLANS, RECORD DRAWINGS
AND PLANS PROVIDED BY
CLIENT. M Is THE
RESPONSIBILITY OF THE
CONTRACTOR M WMFY SITE
CONDITIONS INIM TO
CONSTRUCTION AND NOTIFY
THE S E A CROUP LLC and
BMENUM OF MY
DISCREPANCIES.
-1 PROPOSED GRADE PER !AN
(MIND WATER FLOW
-w-r- SANPARY SEeR LLME
-s-ts- STORY AI1ER UNE
-e-?- WAI LINE
______ ________ EASEMENT UNE
BUILDING SEIRMx UNE
ALL SERVICE LATERAL NOTE THE FINISHED GRADES SHOWN VON?MIS •V
CROSSINGS AT CURB ARE FLOOR ELEVATIONS AND PLAN. IF BUILDER IS
STAMPED SS- SANITARY PAD GRACES DEPICTED ON UNABLE TO ACHIEVE
SEWER SD- SUBSURFACE THIS PLOT PV.N IS OPEN POSITIVE DRAINAGE AWAY
DRAPN 1W WATER FOR REVEW BY BRENNICK FROM PROPOSED
DEVELOPMENT. THE BUILDER STRUCTURE, THE ENGINEER
LOCATION OF UTIOTY IS CAUTIONED THAT SAID SHAll BE CONTACTED.
LATERALS ON PIAi PLAN INFORMATION IS SUBJECT BUILDER S NOT TO DEVIATE
ARE GENERAL LOCATIONS TO CHANGE. FROM GRADES SHOWN ON
PER PLAN AND SHOULD BE DENOTES LOCATION PER THIS PLAN WITHOUT THE
PLAN CONSENT OF BOTH THE
VERIFIED IN THE FIELD. DENOTES LOCATION
- 1-- S. CONFIRM BEFORE ENGINEER AND BREMMCK
NOTE: CONSTRUCTION OF B' SILT FENCE TO BE USED
BUILDER TO ENSURE POSITIVE SANITARY LATERAL AND WHERE NEEDED TO aEEEP
FLOW AWAY FROM WATER SERVICE LINE. MUD OFF OF STREETS AND
STRUCTURE. NOTE CONCRETE WRON TD WT DF STORM S WRY
MATCH EXISTING ALLEY AREA OF WATER TAP TO BE
NOTE: EDGE OF PAVEMENT BgCIffILLED MTH GRANULAR
SUMP TO BE PLACED BY ELEVATION MAT'JBAL TO WM N 13' OF
BUILDER AS NEEDED. TOP
ALL MUD IN STREETS FROM OF CURIA
TRUCKS LEAVING LOT TO BE
CUEANED AT THE END OF AREA OF ONTO IT 7W TO BE
EACH DA AY. . RESTORED TO TS IXdCNAL
MNTRUPRIOR TO
NSSTRUCTION.
CO
A
5? ?3
Qet
?i
?9aE.9W i 133.03'
y I- /
Z5 V -,
_-
I
1 W I 17.1' I T PROPOSED
Tx
` I CONC I 897.6i
FFE FRIA & MSY
to O
1p
O a .
1 C,RI VE
I I
G
R RESIDENCE
p v
A
AG I F. E=907.6
I O M) - FFE=907.8 19.001
Vt o
I> I Y 1 1 12.67 u
+
36.661
r
I
` _ I 23.00' I \
8
1 ?, 1 19C17A 5Ax SAN 8.3
.0 I
130.34'
San. Str.r405)
ic=905.37
Per Plan
1.00*
LOCATION OF UTILITIES AN NOTE (SECONDARY AREAS MOTE: PAD ELEVATION
PLOT PLAN ARE GENERAL - WESTCLAY) MAX. HEIGHT: SHOWN IS PER PLANS MO
LOCATIONS PER PLAN AND 35' ON LOTS 1W AND IS NOT THE AS-BUILT
SHOULD BE VERIFIED IN THE LARGER (TO EVE UNE) W ELEVATION.
FIELD. ON LE55 THAN 10T MAX.
COVERAGE WX I NOTE=- THE INFORMATION
GRANULAR BACNFILL FOR THE ELEVATION
SUOCESTED UNDER NOTE (PRIMARY AREAS - DIFFERENCE BETWEEN THE
DRIVEWAY AT SANITARY PRIMARY FINISHED FLOOR
SEWER LATERAL TRENCH, WESTC•,AY) MAX- HEIGHT:
WATER LINE TRENCH AND 30' BUILD-UP LINE: 2 ?EVATICN TO THE TOP OF
ANY OTHER EXCAVATED STORIES MAY COVERAGE BASEMENT WALL AND TO
AREAS. (IF SITUATION ` THE BASEMENT FENISHED
?) FLOOR WAS PROVIDED BY
NOTE: BUILDER IS TO THE BUILDER.
MINIMUM SETBACKS
Mm. SatI - 3 Feet (S Feel Mtn. -- Meet
Min. Rear - 20 Feet
Ayq P04 e! tot wt, of D.L.= 10.1 Feet
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LOT# 496
6,581 S.F.
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Property Deam"m
Lot Number 496 In Mige of Weatclay, Section 5002, an Addition In Hamilton 0=*,
Irs9ane, as per plat thereof recorded as Irmtrumant Number 200500060648 found In
the office of ft Recorder of Harngton Couft trtdena
I I Prepared For.
PLOT PLAN Shaffer Enterprises
Of Indiana
SDDIe: 1"=20" I Drawn by DjR Residence
Dote: Aug. 29, 2007 Revised: 13018 Treaty Line Street
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IC
` No. - I
LS20200083
STATE OF