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SCHNEIDER
ENGINEERING
CORPORATION
NOTES:
00.0 PROPOSED GRADE
00.0 EXISTING GRADE PER RECORD DRAWING
* DENOTES LOCATION PER RECORD
DRAWINGS. CONFIRM BEFORE
CONSTRUCTION 6" SAN. LATERAL
AND WATER SERVICE LINE.
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT
THE END OF EACH DAY.
STRAW BALES 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
SIDEWALK TO BE 6" THICK THRU
DRIVEWAY. EXPANSION JOINT
MATERIAL TO BE USED BETWEEN
WALK AND CURB. (WALK AND DRIVE,
AND DRIVE AND CURB IF CONCRETE
IS USED IN DRIVEWAY.)
NO DRIVE SHALL BE PLACED CLOSER
THAN 2 FEET TO A LOT LINE EXCEPT
WHERE SAID LOT LINE IS ALSO A
STREET RIGHT OF WAY LINE
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 SCHNEIDER ENGINEERING
CORP.-AND BRENWICK DEVELOPMENT
OF ANY DISCREPANCIES.
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY -FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY -FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY -FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
ALL SERVICE LATERAL
CROSSINGS AT CURB ARE STAMPED
SA= SANITATY SEWER
SS= SUBSURFACE DRAIN
W= WATER
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
NOTE: DEPICTED
THE BASEMENT BASED UPON THEE PAD GRADES A D OR CONTOURS TAKEN THEAND
CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO
INFORMATION ABOUT FLUCTUATING WATER TABLES. SOIL CONDITIONS OR
SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED
ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR
ELEVATIONS BE AT LEAST (1) FOOT ABOVE THE NORMAL POOL ELEVATION
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS
REVEALS OTHERWISE. IF DURING THE EXCAVATION PROCESS. ANY GROUNDWATER
IS WITNESSED, SCHNEIDER ENGINEERING CORP. SHOULD BE NOTIFIED IMMEDIATELY.
THE BASEMENT ELEVATION SHOULD 0iN�ES SHOULD BE INCORPORATED TO ALLEVIATE
AND ADDITIONAL CONSTRUCTION
FUTURE PROBLEMS.
z
4:1 SLOPE 1 4•.A SLOPE
TYPICAL SWALE SECTION
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 GIS • LIS
317 -898 -8282 Geology
317 -899 -8010 FAX
317 -895 -2803 RESIDENTIAL
SURVEYING FAX
NOTE:
THE LOWEST ADJUSTED GRADE
AROUND THE STRUCTURE SHOULD
BE EQUAL TO OR ABOVE 752.0 N.G.V.D.
(FLOOD PROTECTION GRADE)
NOTE:
LOT # 33 LIES PARTIALLY IN 100 YEAR
FLOOD ZONE "A" PER SCALED DISTANCE
FROM FLOOD INSURANCE RATE MAP #
180081 0009C MAP REVISED MAY 19, 1981
BFE = 750.0 (PER L.O.M.R)
zz
\
\
\
c�9
W
O
STRAW BALES OR SILT FENCE
SHALL BE INSTALLED PRIOR
TO CONSTRUCTION.
SUILDER MUST COMPLY WH ALL
ORDINANCES
CONTROL
IN
VERNING SITE EROM
SEE /A1F0PMAT1On/
PLOT PLAN PREPARED FOB
CURT CURTS
PLO? PLAN LOT # 33
WINDPOINTE
SECTION TWO
INSTR. TM 9349813
PC # 1 SLIDE # 3c3
117?7 \A/lNnPOINTE PASS
2 \4�.
OU
SF.
vm R1Gw ai wgAjLBOX TO BE
1W,1t)1 ".E0 PER WBONMION
CovENANTS & RESTRICTIONS
NO GRADING
TO BE DONE IN THIS AREA
0
0
ASSUMED NORTH
SCALE 1" = 30'
LOT # 33
56,812 SF
?� APPROX. LIMITS OF FLOODWAY
9.2
RETAINING WALL
LENGTH AND HEIGHT
\ PER FLOOD BOUNDARY MAP #
-
TO BE DETERMINED
\ 180081 -0009C (REVISED MAY 19, 1981
_ -
BY BUILDER
\
i
\
i
SUMPI GAR FFT � r 33.3'
2' MIN.
2' MIN
\ \
nPUMPt 756.7
1 BE
\
ci
3. 55.5
MAINTAINED
\
3 ' I
\
172.5'
\
\
I 56.2 35.0'
54.9
APPROIMATE LIMITS OF FLOODWAY \
FRINGE PER A LETTER OF MAP \
REVISION (L.O.M.R) REVISING THE \
\
FLOOD BOUNDARY AND FLOODWAY MAP
180081 -0009C (REVISED MAY 19, 1981)
\
REVISION CASE # 97- 05 -448A
\
DATE OF REVISION IS DATED DEC. 10, 1996
\
\
(BASE FLOOD ELEV. FOR LOT # 33 = 750.0
\ \
N.G.V.D. PER LO.M.R.)
50.8
50.8
N
_
r II TOP OF WELL WALL
MUST BE 752.3 OR
51.5
r1_1
In
F-5-273-1 HIGHER (MFPG)
N
WELL
55.5
\ 15.00' _
WOM DECK m m 53.2
OUT 53.2
g
52.2
53.1 52.3 35.8S
a
1 53.1
SAN
�I DRIVE -
115.73 ' 1.6
4' WALK 51.6 1
y APRON
-
I'TC= 751.03 F -STORM SEWER
PER SAN SEWER I ELEV.= 751.3 ROLL CURB
RECORD DRAWING _ PER PLAN
WINDPOINTE PASS
50' �W
W W -- -- w
W WATER LINE
0\1111ICIII / / ///
No.
*- S0389
STATE OF
�NDIAN�,'���:
'�qNO SUR��
/ / ///1 /11111,,, ,��.
TC= 752.9
PER SAN SEWER
RECORD DRAWING
JOB # 97- 0544 -14
03/19/97 CWD
Dr
.�
9.2
RETAINING WALL
LENGTH AND HEIGHT
g PROPOSED
-
TO BE DETERMINED
_ -
BY BUILDER
N 760.0
n
i
BSMT FFE
750.0
i
SUMPI GAR FFT � r 33.3'
2' MIN.
2' MIN
\
nPUMPt 756.7
1 BE
$
ci
3. 55.5
MAINTAINED
27.5' 54.8
3 ' I
/ 54.8 PoR
_
I 56.2 35.0'
54.9
40' BL��E Gvloc
�2
- -
TC= 751.9 �
PER SAN SEWER .
RECORD DRAWING
25 DU do SE7
�I DRIVE -
115.73 ' 1.6
4' WALK 51.6 1
y APRON
-
I'TC= 751.03 F -STORM SEWER
PER SAN SEWER I ELEV.= 751.3 ROLL CURB
RECORD DRAWING _ PER PLAN
WINDPOINTE PASS
50' �W
W W -- -- w
W WATER LINE
0\1111ICIII / / ///
No.
*- S0389
STATE OF
�NDIAN�,'���:
'�qNO SUR��
/ / ///1 /11111,,, ,��.
TC= 752.9
PER SAN SEWER
RECORD DRAWING
JOB # 97- 0544 -14
03/19/97 CWD
Dr
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