HomeMy WebLinkAbout0005.00 Site PlanThe
Schneider
Corporation
01 PROPOSED GRADE
0 EXISTING GRADE PER PLAN
12726 Hamilton Crossing Blvd.
Carmel, Indiana
46032
317-574-3797
317-574-3799 FAX
DENOTES LOCATION PER CONSTRUCTION
PLAN DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6" SANITARY LATERAL
AND WATER SERVICE LINE.
- MUD IN STREETS FROM TRUCKS
WING LOT TO BE CLEANED AT
E END OF EACH DAY.
RAW BALES TO BE USED WHERE
EDED TO KEEP MUD OFF OF
BEETS AND OUT OF STORM SEWERS.
-A OF WATER TAP TO BE
,KFILLED WITH GRANULAR
TERIAL TO WITHIN 10" OF
' OF CURB.
=A OF WATER TAP TO BE RESTORED
ITS' ORIGINAL CONDITION PRIOR
CONSTRUCTION.
S PLOT PLAN WAS PREPARED
3ED ON INFORMATION TAKEN
IM RECORD PLATS, SUBDIVISION
NS, RECORD DRAWINGS AND
INS PROVIDED BY CLIENT. IT
[HE RESPONSIBILITY OF THE
ITRACTOR TO VERIFY SITE
IDITIONS PRIOR TO CONSTRUCTION
1 NOTIFY THE SCHNEIDER
:P. AND BRENWICK DEVELOPMENT
ANY DISCREPANCIES.
SERVICE LATERAL
)SSINGS AT CURB ARE STAMPED
• SANITARY SEWER
• SUBSURFACE DRAIN
WATER
TC=894.95
PER PLAN
'ATION_OFUTILITIES.ON.PLOT-PLAN- -- - -
GENERAL LOCATIONS PER PLAN
I SHOULD BE VERFIED IN THE FIELD.
NULAR,BACKFILL SUGGESTED
TER DRIVEWAY AT SANITARY SEWER
-RAL TRENCH, WATER LINE TRENCH
,ANY OTHER EXCAVATED AREAS.
SITUATION OCCURS)
E: (SECONDARY AREAS - WESTCLAY)
': HEIGHT: 35' ON LOTS 100' AND LARGER
EVE.LINE) 30' ON LESS THAN 100'
'. COVERAGE: 50%
(PRIMARY AREAS - WESTCLAY)
HEIGHT: 30'
D-UP LINE: 2 STORIES
COVERAGE: 50%
E: PAD ELEVATION SHOWN IS PER PLANS
IS NOT THE AS -BUILT ELEVATION.
THE INFORMATION FOR THE ELEVATION
[RENCE BETWEEN THE PRIMARY FINISHED
IR ELEVATION TO THE TOP OF BASEMENT
AND TO THE BASEMENT FINISHED FLOOR
PROVIDED BY THE BUILDER.
Engineering
Surveying
Landscape Architecture
GIS • LIS
Geology
LOT # 715
SECTION 3001-B
VILLAGE OF WESTCLAY
111582 S.F.
NOTE:
CONCRETE APRON TO MATCH
EXISTING ALLEY EDGE OF
PAVEMENT ELEVATION
- 8.0), APRON
94.5 4067'
96.0
GARAGE
FFE=894.7
cn 95.1
47
\96.0
95.9
_9
a 6SMT FFE=
/
886.7
1.67 PROPOSED
FIRM & MSY
, RESIDENCE-- -
..,.
FFE= 897.6
43.34'
_ ly_p' w PORCH �1z: BR
92.7 s
95.0 s' wau
PER PLAN
ASSUMED NORTH \
SCALE:1" = 30'
TC=893.90
PER PLAN,
).74 ALLL1 96.0
12' ALLEY ESMT.
94.5 /
95.8
4.Om0
4.00' /
4.00' / Y 4
ao 11.3
h op
a. 7 v5
r
r /
r
TC=891.48-
/ I PFR PI AN
HANDICAP / �W-
CHAIRBACK CURB - -RAM--L WATER LINE
MEETING HOUSE ROAD
52' R/W
NOTE: BUILDER IS TO GRADE SIDEYARD SWALE
TO GRADES SHOWN 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 THIS PLAN WITHOUT THE CONSENT
OF BOTH THE ENGINEER AND BRENWICK.
'ARED FOR:
'0 HOMES
F PLAN LOT # 715
AGE OF WESTCLAY SECTION 3001-B
1. # 9965088 PC # 2 SLIDE # 344
i MEETING HOUSE ROAD
WING IS BASED ON CONSTRUCTION PLANS OR RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE SCHNEIDER CORPORATION DOES NOT
THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
NCY FOUND UPON THIS DRAWING SHOULD BE REPORTED TO THE SCHNEIDER CORPORATION IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE
TORS ASSUMPTION OF LIABILITY.
\\\�UnllilnLrrri
0.
*= S0389 '*=
' STATE OF
l9. 7NDIAN P,'��\�
N,ENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND 'BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRUCTION PLANS
SUBDIVISION. UNLESS STATED, NO INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN
OR STATED ON SAID PLAN, IT ISRECOMMENDEDTHAT BASEMENT FINISHED FLOOR ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL
V OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS REVEALS OTHERWISE. IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER IS
), THE SCHNEIDER CORPORATION SHOULD BE NOTIFIED IMMEDIATELY. THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE GROUNDWATER
D ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS:
JOB # 99-4277-14
12/08/99 DJR