HomeMy WebLinkAbout08010108 Site PlanA A A Group ,
433 West Carmel Drive, Carmel, IN 46032
P 317.844.3333 F 317.844.3383
wrww.seagroupllc.com
THIS PLOT PLAN WAS
PREPARED BASED ON
INFORMATION TAKEN FROM
RECORD PLATS. SUBDIVISION
PLANS. RECORD DRAWINGS
AND PLANS PROVIDED BY
CLIENT. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY SITE
CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY
THE S E A GROUP LLC and
BRENWICK OF ANY
DISCREPANCIES.
LOCATION OF UTILITY
LATERALS ON PLOT PLAN
ARE GENERAL LOCATIONS
PER PLAN AND SHOULD BE
VERIFIED IN THE FIELD.
NOTE:
BUILDER TO ENSURE POSITIVE
FLOW AWAY FROM
STRUCTURE,
NOTE:
SUMP TO BE PLACED BY
BUILDER AS NEEDED.
NOTE: CONCRETE APRON TO
MATCH EXISTING ALLEY
EDGE OF PAVEMENT
ELEVATION
ALL MUD IN STREETS FROM
TRUCKS LEAVING LOT TO BE
CLEANED AT THE END OF
EACH DAY.
SILT FENCE TO BE USED
WHERE NEEDED TO KEEP
MUD OFF OF STREETS AND
OUT OF STORM SEWERS.
AREA OF WATER TAP TO BE
BACKFILLED WITH GRANULAR
MATERIAL TO WITHIN 10" OF
TOP OF CURB.
AREA OF WATER TAP TO BE
RESTORED TO ITS' ORIGINAL
CONDITION PRIOR TO
CONSTRUCTION.
LOCATION OF UTILITIES ON
PLOT PLAN ARE GENERAL
LOCATIONS PER PLAN AND
SHOULD BE VERIFIED IN THE
FIELD.
SUGGESTED UNDER
DRIVEWAY AT SANITARY
SEWER LATERAL TRENCH.
WATER LINE TRENCH AND
ANY OTHER EXCAVATED
AREAS. (IF SITUATION
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE
STAMPED SS= SANITARY
SEWER SC= SUBSURFACE
DRAIN W= WATER
NOTE: (SECONDARY AREAS
- WESTCLAY) MAX. HEIGHT:
35' ON LOTS 100' AND
LARGER (TO EVE LINE) 30'
ON LESS THAN 100' MAX.
COVERAGE: 50%
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 FROVIDED BY
THE BUILDER,
r
Per Plan
'
67
r
i
e1 98. Z l
°- 7.33'
N
L4
w
00
G: 11.6 7' 7.7' c 4
898.2
GARAGE
FFE=698.4
34.00' 898.2
CONC. 20' BL
DRIVE
09M ES11!1. _---_--
APRON
70.01' -;.-OAF
OF PX52.09'
12' ALLEY ESMT. A P ROI
I,TIONS AND
DEPICTED ON
AN IS OPEN
BY BRENWICK
T. THE BUILDER
? THAT SAID
IS SUBJECT
DENOTES LOCATION PER
CONSTRUCTION PLAN
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6'
SANITARY LATERAL AND
WATER SERVICE LINE.
Per Plan
-----t--- _ _ -
PrNeNt
Lot Number 877 in the Pillage of Westclay, Section 10004-A, an Addtion in Hamilton
County, Indiana, as per plat thereof recorded as Instrument Number 200300052519
found in the Office of the Recorder of Hampton County, Indiana.
Prepared For:
PLOT PLAN Homes By Jahn McKenzie
Scale: 1"=30'
Date: Jan. 10, 2008
40.0 PROPOSED GRADE PER PLAN
NOTE: BUILDER IS TO
GRADE SIDEYARD SWALE TO
GRADES SHOYM ON THIS
PLAN. IF BUILDER IS
UNABLE TO ACHIEVE
POSITIVE DRAINAGE AWAY
FROM PROPOSED
STRUCTURE. THE ENGINEER
SHALL BE CONTACTED.
BUILDER IS NOT TO DEVIATE
FROM GRADES SHOWN ON
- GROUND WATER FLOW
-ta 2 - SANITARY SEWER LINE
-+_ ?- STORM SEVER LINE
-"" WATER LINE
------------------- EASEMENT LINE
BUILDING SETBACK LINE
NOTE: (PRIMARY AREAS -
WESTCLAY) MAX. HEIGHT:
30' BUILD-UP LINE: 2
STORIES MAX COVERAGE:
50%
NOTE: PAD ELEVATION
SHOWN IS PER PLANS AND
IS NOT THE AS-BUILT
ELEVATION.
WALK
Bgfi.41
THIS PLAN WITHOUT THE
CONSENT OF BOTH THE
ENGINEER AND BRENWICK.
MINIMUM SETBACKS
Min. Side= Feet or 8_L2t width 0 B.L. (5.6'
Min. Rear = 20 Feek
A4q. = 18% of lot width 0 B_L. 112.6')
SHAFTESBUR.
50' R /W
CURB
WALK
yp SAN SAN
l
Sanlto
5tr. [418} 20.6' r-
z MIN. 6"
Tc=897.00 28.9' SAN. LAT.
Per Pion
gyp' IL
o PORCH
rn
oa ?
rti 23.67 0
cn
°Q 23.67'
i? FRMP& MSY
RESIDENCE
FFE=900.7
CRAWL
16.00' w
Q4 10.00'
Ln
a PORCH
U-) 898.6
O
N
LOT# 877
10,556 S. F.
Drown by. DL Residence
Revised: 2353 Shaftesbury Rood
:
0 '.
• 5 7a c
00083
E OF
UR'?
1111111 ?