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BOOK NO. 244, PAGE 301
T I _ FI
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F' �.I 816
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IE 821.00 �b717e'-
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PROPOSED CROSS ACCESS EASEMENT
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LEGNTH OF CULVERT END SECTION LEGNTH RIFRAP
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RIM 82 .0 1 .
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15' - 12" HDPE PIPE
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END SECTION . - CK IRON 12-PVC F
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200.11 FT. ( 200.00 FT., RECORD ); THENCE N. 89 -57 -28 E., 250.52 FT.
( N. 89'- 55' -00" E., 250.00 FT., RECORD ) TO A FOUND P.K. NAIL; THENCE
S. 01'-- 00' -59" E., 199.67 FT. ( S. 01'- 04' -45" E., 200.00 FT., RECORD )
TO A FOUND CAPPED IRON; THENCE S. 89'- 51' -26" W., 250.30 FT. ( S. 89'-
55'-00" E., 250.00 FT., RECORD ) TO THE POINT OF BEGINNING.
CONTAINING 1.15 ACRES
BALK_fTLL _JCL- 5TREEIS.- AILLYS_
OR DRIVIriG_ARLAS:
6' LA+T.RS, SOUDI V TAMPED TO SUR GRADE
OF %TPFFT RASF
BACKFIIl %HAIL RE COMPACITD
TO !M% STANDARD PROCTOR
BACK FILL 7- IN LASLMLNL OR
OT'LN ARLA5.
IA' IAYTPS SOLIDI Y TAMPED
TRENCH DETAIL
tJ 1 S
ALLOWABLE MAXIMUM
WIDTH OF TRENCH AT
TOP OF PIPF. -- -_
rIPF DIAM -W,•
24" _
TD 24
-- 12- - - 10.
15 35 I
18_ -- 39'
21- 42-
24- 45'
27- 4R_
30- <I-
r-- -36' - --- 68
Rf•
AN AIInWAFbf '"''9 Y"
1MLL RE PERMITTID *HERE
DERTU OF CU1 Iv4ET'S
12 FT. AND EXTRA SIPINC,TT1
PTF, IS SFF nt a
I
THE LOWER 90 ARC OF THE SMALL EXCAVATIONS SH7,LD RE MADE FOR ME REU%
BARREL OF THE PIPE SHOIIID OIESE SHOULD BE NO LAROFR T14AN NECESSARY TO
RE IN FIRM C)NTACT WITH I`IFAR THE RFI I.
UNDIS TIRBFD FAR T14
STORM WATFR DRAINAGE N(1TES
1. GRANULAR BACKE ILL- MATERIAL IS REQUIRED IN ALL PIPE TRENCHES
LOCATED UNDER PAVEMENT OR SIDEWALKS. BACKFILL SHALL BE COMPACTED
TO 100% STANDARD PROCTOR DENSITY.
2. ACCEPTABLE MATERIALS; STORM SEWER - I1DPE, SMOOTH INTERIOR
AASHTO M-294, 12" PIPE
RCP, CLASS III FOR GREATER
THAN 12" DIAMETER
MA4101FS - CARMEL STANDARD WITH NEENAH
GRATES, USE NEENAH R2502 FOR
COLLECTION INLETS AND R1642 FOR
SOL H) LIDS.
3. EACH 12" nLITLET 1'IPL SMALL BE FITTED WITH A HANCOR 12 "x4" FLAT
PI A1F R[r)(4 ER 10 1 IMIT STnRMWATFR DISCHARGE.
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ANY REUSE WITHOUT WRITTEN
MINIMUM OF 4" OF CLASS I,
4'I ", R'Tn RI T¢ RFl19
DATE
BY
IL OR NI TYPE MATERIAL.
TRENCH DETAIL
tJ 1 S
ALLOWABLE MAXIMUM
WIDTH OF TRENCH AT
TOP OF PIPF. -- -_
rIPF DIAM -W,•
24" _
TD 24
-- 12- - - 10.
15 35 I
18_ -- 39'
21- 42-
24- 45'
27- 4R_
30- <I-
r-- -36' - --- 68
Rf•
AN AIInWAFbf '"''9 Y"
1MLL RE PERMITTID *HERE
DERTU OF CU1 Iv4ET'S
12 FT. AND EXTRA SIPINC,TT1
PTF, IS SFF nt a
I
THE LOWER 90 ARC OF THE SMALL EXCAVATIONS SH7,LD RE MADE FOR ME REU%
BARREL OF THE PIPE SHOIIID OIESE SHOULD BE NO LAROFR T14AN NECESSARY TO
RE IN FIRM C)NTACT WITH I`IFAR THE RFI I.
UNDIS TIRBFD FAR T14
STORM WATFR DRAINAGE N(1TES
1. GRANULAR BACKE ILL- MATERIAL IS REQUIRED IN ALL PIPE TRENCHES
LOCATED UNDER PAVEMENT OR SIDEWALKS. BACKFILL SHALL BE COMPACTED
TO 100% STANDARD PROCTOR DENSITY.
2. ACCEPTABLE MATERIALS; STORM SEWER - I1DPE, SMOOTH INTERIOR
AASHTO M-294, 12" PIPE
RCP, CLASS III FOR GREATER
THAN 12" DIAMETER
MA4101FS - CARMEL STANDARD WITH NEENAH
GRATES, USE NEENAH R2502 FOR
COLLECTION INLETS AND R1642 FOR
SOL H) LIDS.
3. EACH 12" nLITLET 1'IPL SMALL BE FITTED WITH A HANCOR 12 "x4" FLAT
PI A1F R[r)(4 ER 10 1 IMIT STnRMWATFR DISCHARGE.
IE 817.97 - - EXISTING L FGFND
PROPOSED LEGEND
■ PROPOSED CATCH BASIN
o PROPOSED CLEAN OUT
Y PROPOSED HYDRANT
-a PROPOSED LIGHT
• PROPOSED MANHOLE
PROPOSED VALVE
)i PROPOSED POLE
® PROPOSED DRY WELL
PROPOSED END SECTION
XXX.XX PROPOSED ELEVATION
-TW TOP OF WALK
-BW BOTTOM OF WALK
-TA TOP OF ASPHALT
-TC TOP OF CURB
-BC BOTTOM OF CURB
=PROPOSED STORM SEWER
PROPOSED CONTOUR
N
Al
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0 20
40 60
°
ELEVATION = 826.92
FND P("N AT
CAPPE
(1 pi
PAR
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'X' ON EAST
BOLT OF TRAFFIC POLE LOCATED AT
• GROUND L FVF I
RFG
VII I L
A
THE S.E.
CORNER OF THE INTERSECTION OF RANGE
SCALE
1 = 20'
1INF RD.
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DRAINAGE
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DATE
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-
-
- -- SANITARY
PROPOSED LEGEND
■ PROPOSED CATCH BASIN
o PROPOSED CLEAN OUT
Y PROPOSED HYDRANT
-a PROPOSED LIGHT
• PROPOSED MANHOLE
PROPOSED VALVE
)i PROPOSED POLE
® PROPOSED DRY WELL
PROPOSED END SECTION
XXX.XX PROPOSED ELEVATION
-TW TOP OF WALK
-BW BOTTOM OF WALK
-TA TOP OF ASPHALT
-TC TOP OF CURB
-BC BOTTOM OF CURB
=PROPOSED STORM SEWER
PROPOSED CONTOUR
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ELEVATION = 826.92
I
'X' ON EAST
BOLT OF TRAFFIC POLE LOCATED AT
I
„
THE S.E.
CORNER OF THE INTERSECTION OF RANGE
SCALE
1 = 20'
1INF RD.
AND MEDICAL_ DRIVE.
GRADING &
DRAINAGE
PLAN
DATE
SURVEYORS & [N_G�NEERS;
ANr INFORMATION ON THIS DRAWING IS NOT
INTENUED 10 BE SUITABLE FOR REUSE
30 9 6
R
E V I S I 0 N S
P* ANY PERSON, FIRM OR CORPORATION OR AN'I
OTHERS ON EXTENSION OF THIS
PEIRCE & ASSOCIATES
PROJECT OR FOR ANY USE ON ANY O1HER PR(�JECi.
ANY REUSE WITHOUT WRITTEN
SCALE
DATE
BY
3231 SUGAR MAPLE LN.
VERIFICATION AND ADOPTION BY THE ENGINEER
SPECIFIC PURPOSE INTENDED WILL BE AT THE USEFS
ARCHITECT OR SURVEYOR FOR THE
SOLE RISK AND WITHOUT LIABILITY
1^ _ 20'
- --
8/30/96
A.S.M.
- - - - - -- - --
REVISED BUILDING LAYOUT PER 4UIOZONE'S REQUEST
SOUTH BEND, IN. 46628
SIR I FGAI EXPOSURE TO TILE ENGINEER, ARCHI IF('I
-`� , IRVEYOR.
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