HomeMy WebLinkAbout05020147-Site Plan:hneider
Th~ Schneider Corporation Engineering
12~21 g. New Earket $~eet Surveying
Suite 100 Landscape Architecture
Carmel, IN 46032 GIS· ]LIB
317-569-8112 Geology
3i%~826-6410 FAX
PROPOSED GRADE
EXISTING GRADE PER CONSTRUCTION DRAWINGS
DENOTES LOCATION PER CONSTRUCTION
PLAN DRAWINGS. CONFIRM BEFORE
CONSTRUCTION OF 6" SANITARY LATERAL
AND WATER SERVICE LINE.
MUD IN STREETS FROM TRUCKS
VINO LOT TO BE CLEANED AT
END OF EACH DAY.
AW BALES TO BE USED WHERE
BED TO KEEP MUD OFF OF
EETS AND OUT OF STORM SEWERS.
A OF WATER TAP TO BE
KFILLED WITH GRANULAR
ERIAL TO WITHIN 1¥' OF
OF CURB.
~ OF WATER TAP TO BE RESTORED
TS' ORIGINAL CONDITION PRIOR
;ONSTRUCTION.
~ PLOT PLAN WAS PREPARED
ED ON INFORMATION TAKEN
M RECORD PLATS, SUBDIVISION
NS, RECORD DRAWINGS AND
NS PROVIDED BY CLIENT. IT
-HE RESPONSIBILITY OF THE
ITRACTOR TO VERIFY SITE
IDITIONS PRIOR TO CONSTRUCTION
~ NOTIFY THE SCHNEIDER
:P, AND BRENWICK DEVELOPMENT
ANY DISCREPANCIES.
SERVICE LATERAL
)SS!NGS AT CURB ARE STAMPED
: SANITARY SEWER
: SUBSURFACE DRAIN
WATER
ATION OF UTILITIES ON PLO] PLAN
[ GENERAL LOCATIONS PER PLAN
) SHOULD BE VERFED IN THE FIELD.
~NULAR BACKFILL SUGGESTED
)ER DRIVEWAY AT SANITARY SEWER
ERAL TRENCH, WATER LINE TRENCH
) ANY OTHER EXCAVATED AREAS.
SITUATION OCCURS)
YE: (SECONDARY AREAS - WESTCLAY)
×. HEIGHT: 35' ON LOTS 100' AND LARGER
EVE LINE) 30' ON LESS THAN I00'
X. COVERAGE: 50%
-E: (PRIMARY AREAS - WESTCLAY)
(. HEIGHT: 30'
LD-UP LINE: 2 STORIES
<. COVERAGE: 80%
TE: PAD ELEVATION SHOWN IS PER PLANS
D IS NOT THE AS-BUILT ELEVAT]ON.
TC:897,65
PER RECORD
DRAWING
NOTE:
CONCRETE APRON 10 MATCH
EXIS~NG ALLEY EDGE OF
PAVEMENT ELEVATION
00.3
[E: THE INFORMATION FOR THE ELEVATION
:ERENCE BETWEEN THE PRIMARY FINISHED
}OR ELEVATION TO THE TOP OF BASDdENT
_L AND TO THE BASEMENT FINISHED FLOOR
S PROVIDED aY THE BUILDER.
:PARED FOR:
,IT 8HAFFER BUILDER
)T PLAN LOT ~ 688
_AGE OF WESTCLAY SECTION 7501-B
I'R. f~ 200000007118 PC ~ 2 SLIDE ~ 402
45 TREATY LINE STREET
LOT 638
SECTION 7501-B
VILLAGE OF WESTCLAY
7,000 S.F.
SAN SEWER (ALLEY)
APRON
ASSUMED NC
SCALE: 1" =
TC:899.~0
PER RECORD
DRAWING
ALLEY ESMT.
51.0'
DRIVE
22.67'
TWO CAR
GARAGE
FFE= ~
900.5 00.3
13, Y
00.5
O 2.67'
SUMP
BSMT
FFE=
893.2
PROPOSED
FRM & MSY
RESIDENCE
FFE= 903.2
00.7
21.0'
18.3'
[00.1 I WALK ~
00.6 ~- ] 00.9
-- W [ w W W --
-- ~BA--,R~A%;B~>'- ..................
STORM SEWER
WATER UNE
TREATY LINE STREET
50' R/W
NOTE: BUILDER IS TO GRADE SIDEYARD SWALE
lO GRAUES SiJOWN Oii THiS ?;.AN. iF BUILDER
IS UNABLE TO ACHIEVE POSfllVE 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.
)RAWING IS BASED ON CONSTRUCtiON PLANS OR RECORD DRA~NGS AND IS NOT BASED UPON A FIELD SURVEY. THE SCHNEIDER CORPORAllON DOES NOT
~,NT TRE ACCURACY OR SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION, ANY
EPANCY FOUND UPON THIS BRAVING SHOULD BE REPORTED TO THE SCHNEIDER CORPORATION IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE
tACTORS ASSUMPTION OF LIABILITY.
iASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRUCTION PLANS
HE SUBDIVISION. UNLESS STATED, NO INFORN4ATION ABOUT FLUCFUATING WATER TABLES, SOIL CONBITI~NS OR SOIL lYPES WITHIN THE BUILDING AREA HAS BEEN
DEB OR STATED ON SAID PLAN IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL
~ON OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS REVEALS OTHERWISE, IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER IS
SSED, THE SCHNEIDER CORPORATION SHOULD BE NOTIFIED IMMEDIATELY, THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE GROUNDWATER
AND ADDI~ONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS.
JOB # 01-012:
01/05/0I M(