HomeMy WebLinkAbout1201.97.2rA 11�1 SCHNEIDER
ENGINEERING
CORPORATION
NOTES:
0PROPOSED GRADE
0 EXISTING GRADE PER RECORD DRAWING
7jc 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 WORMATION TAKEN
FROM RECORD PLATS, SUBDIVISION
PLANS, RECORD DRAWINGS AND
PLANS PROVIDED BY CLIENT. IT
IS THE RESPONSIBILITY OF THE
CONTRACTOR T O VERIFY SITE
CONDITIONS PRIOR TO CONSTRUCTION
AND NOTIFY SCHNEIDER ENGINEERING
CORP. AND BREINWICK DEVELOPMENT
OF ANY DISCREPANCIM
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY —FlVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY —FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
I±IICREASED Aiwl ADDITIONAL FOOT FOR
EPWCH FOOT SUCH STRUCTURE EXCEEDS
T M—FIVE, .(25) FEET IN HEIGHT.
PER CAPRI L- ZON94G ORDINANCE 26.1.1.
ALL SERA LATERAL
CROSSII GS AT CURB ARE STAMPED
SA= SAitTA'iY
SS= DACE DRAIN
Wm - WATER
LOCATION OF UTILITIES ON PLOT PLAN
ARE GENERAL LOCATIONS PER PLAN
AND SHOULD BE VERFIED IN THE FIELD.
NoT�
D
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0
ASSUMED NORTH
SCALE 1" = 30'
3020 North Post Road
Indianapolis, Indiana
46226 -0068
317 -898 -8282
317 -899 -8010 FAX
317-895-2803 RESIDENTIAL
SURVEYING FAX
APPROXIMATE
LIMITS OF FLOODWAY
PER FLOOD BOUNDARY
& FLOODWAY MAP #
180081 0009C MAP
REVISED MAY 19, 1981.
APPROXIMATE
LIMITS OF FLOODWAY FRINGE
PER FLOOD BOUNDARY
& FLOODWAY MAP #
180081 0009C MAP
REVISED MAY 19, 1981.
NOTE:
THE LOWEST ADJUSTED GRADE
AROUND THE STRUCTURE SHOULD
BE EQUAL TO OR ABOVE 752.6 N.G.V.D.
(FLOOD PROTECTION GRADE)
NOTE:
LOT # 31 LIES PARTIALLY IN 100 YEAR
FLOOD ZONE "A" PER SCALED DISTANCE
FROM FLOOD INSURANCE RATE MAP #
180081 0009C MAP REVISED MAY 19, 1981
BEF= 749.5
TC- 731.6 N
PER SAN SEWER
RECORD DRAWING
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Engineering
Surveying
GIS • LIS
Geology
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DU & SE
NO GRADING
TO BE DONE IN INS AREA
LOT # 31
/
482695 SF
1 gti
N
rn
DZICAL
SAN SEWER
/
I
nx WL Mmm ORD"
t'
NOTE:
I
THE BUILDER SHOULD BE ADVISED
THAT ANY STRUCTURE CONSTRUCTED
I
VIITHI N AN EASD*Y4T CAN BE REMOVED
BY THE CONTROLLNG UTEJTY SHOULD
_
SAID STRUCTURE IMPEDE MAINTENANCE
\
EFFORTS BY THAT UTILITY
o I 74.9'
1 gti
N
rn
IIETAPM SVNM FAMU Im
E CT TO K COMM
PLOT PLAN PREPARED FOR
CURT CURTS �.
TC- 754.7
PER SAN SEWER
RECORD DRAVW
PLOT PLAN LOT # 31 562
\\
DZICAL
r
SWALE SECTION
IIETAPM SVNM FAMU Im
E CT TO K COMM
PLOT PLAN PREPARED FOR
CURT CURTS �.
TC- 754.7
PER SAN SEWER
RECORD DRAVW
PLOT PLAN LOT # 31 562
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120.00' I
WINDPOINTE ��� '� --�-
SECTION TWO - -\_y�— wiNOPOwre Pnss
INSTR.
PC #
11747
# 9349813
1 SLIDE # 363
WINDPOINTE PASS
50' R/ W /WATER LINE
�ry
N
STRAW BALES OR SILT FENCE
SHALL BE INSTALLED PRIOR
TO CONSTRUCTION.
' *e
NOTE:
GARAGE F.F.E. IS
PROPOSED TO BE 5.6' ABOVE
THE CURB INLET AT THE FRONT
OF LOT # 33 PER STORM SEWER
RECORD DRAWINGS
NOTE: GARAGE F.F.E. IS JOB # 97-1465-14
PROPOSED TO BE 3.9' ABOVE
CURB AT DRIVEWAY PER PLAN. 10/09/97 C WD
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45.0'
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1
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DU do SE�
120.00' I
WINDPOINTE ��� '� --�-
SECTION TWO - -\_y�— wiNOPOwre Pnss
INSTR.
PC #
11747
# 9349813
1 SLIDE # 363
WINDPOINTE PASS
50' R/ W /WATER LINE
�ry
N
STRAW BALES OR SILT FENCE
SHALL BE INSTALLED PRIOR
TO CONSTRUCTION.
' *e
NOTE:
GARAGE F.F.E. IS
PROPOSED TO BE 5.6' ABOVE
THE CURB INLET AT THE FRONT
OF LOT # 33 PER STORM SEWER
RECORD DRAWINGS
NOTE: GARAGE F.F.E. IS JOB # 97-1465-14
PROPOSED TO BE 3.9' ABOVE
CURB AT DRIVEWAY PER PLAN. 10/09/97 C WD
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