HomeMy WebLinkAboutC102 Grading PlanI
PROJECT NO.:
4844.001
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HOLEY MOLEY SAYS
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IT'S THE LAW
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
NORTH IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
1 20 LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
ASSUMED
SCALE. r
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1 -R AID ACS
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COMM\TME
SIDE
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YARD GREEN X
1 c 30' SIDE
1 1 3
:STING /C)'<r-)
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1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. Existing Storm Sewer
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
New Storm Structure
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO THE PHASE OF WORK. IT SHALL ALSO BE THE 000 Storm Structure Number
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR
Subsurface Drain (ssD) EACH
SHALL U NOTIFY IN F WRTINGG THE OWNER EE OR THE E O ENGINEER OF Existing Sanitary Sewer
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE g y
PLANS OR IN THE FIELD
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1 T S
1 4
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BEFORE WORK IS STARTED OR New Sanitary Sewer
RESUMED. 1 (Laterals are shown for reference only)
3. STA NDARD SPECIFICATIONS FOR THE CITY OF CARMEL, 000 Sanitary Structure Number
INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM y
SEWERS.
Existing Contour
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. Existing Elevation
y
1
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 835 Proposed Contour
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY. 1000.001 Proposed Finish Grades
P
1
f
Coo... 1 EXISTING GARAGE
1,
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
000.00 TC
000.0 GUT
Proposed Finish Grades
P
(TC =Top of Casting; GUT Gutter)
777 SQ. FT.
11 1
11
905.70 TC
905.20 GU
EXISTIN
GRAVEL AREA
7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
Swale Flowline(
1 11 M E
11 1 M.E.
CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES oao
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN Flow Arrow
1 A!I rr
1
1 1
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. Utility Drainage ESmt.
8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 Existing Water Main
PERCENT OF THE MAXIMUM DRY DENSITY ASTM D -1557
Existing Fire Hydrant
9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE g y
LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2 IN Existing Water Valve
ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS.
Existing Utility Pole
10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2
Existing Trees
Existing Fence
NOTE:
ALL DISTURBED AREAS TO HAVE LAWN REESTABLISHED TO EXISTING
CONDITIONS OR BETTER.
1 905
1 1, t
EXISTING BUILDING
\G\ 1 O JEG M.E.
NPLF C P FFE 907.73 M E
5 0 1 N`�
�y P� 1630 SQ. FT
0 W 11 I
G A h x
F' 1
N k\--V `5 -2�%G o 907.7
1 905.35
6g g 1 904.45
�P 1 905: 5
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905.00 TC
907. 1
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1
9 04. o GU
904.90 TC
904.40 GU
x
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1 e� �I'
:$5.10 TC
904.60 GU
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907
907.21 ,..I
1
1
1
l 904.00
1 I 90
9 04.x0 G U
904.10
1 9 04
1 1
9 04.70 TC
904.20 GU
1
2
1 Z
904 TC
904.30 GU
1
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1 11 X
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ND LP V) 1 1 1 1 -4.
903.50 TC
903.00 GU
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903.50 TC
903.00 GU
crl
2 z 1 1 1 1 MATCH EXISTING GRADE
cop
1 0
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1 _...2
902.00 TC
901.50 GU
aoa
M 1 1/ 000 I
\l‘i
1000
900,40 t °oo
902 TC
901 70 GU
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BM described by Coast and Geodetic Survey 1946 0.9 miles southeast from
Eagle Village. About 0.9 mile southeast along State Highway 29 from the
intersection with State Hi 334 near Eagle Village, 0.2 mile northwest of y
a gravel road intersection, 0.5 mile southeast of the Hamilton -Boone Count
line, 48 feet northeast of the center line of the highway, 17 feet northwest
of the centerline of a farm driveway, 141 feet west of the northwest corner
of a 2 story farm house, 57 feet southwest of the southwest corner of a
well house, 2 feet southeast of a white wooden witness post and about 2
feet above highway level. A standard disk, stamped S78 1946 and set in
the top of a concrete post projecting 5 inches above ground.
Elevation 900.78 (NAVD 88)
TBM #1 5/8" rebar with red cap stamped "Schneider Random Point" set
flush w /surface 10'± west of old barn foundation and 20'± south of white
shed on subject property (CP 101)
Elevation 906.28
M.E. 7
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-73
f-, 1\
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PROJECT NO.:
4844.001
Jerry Alexander
Lebanon, Indiana
CHECKED BY:
MSO
SHEET TITLE:
GRADING
PLAN
DRAWING FILES:
5: 4K \4844 \001 \DWGS \C102
XREF:
XREF:
XREF: 5: \4k \4844 \001 \dwgs \Titlel.dwg
SHEET NO.:
C
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DEL, it
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DA
12/31 /03
PROJECT NO.:
4844.001
DRAWN BY:
RDR
CHECKED BY:
MSO
SHEET TITLE:
GRADING
PLAN
DRAWING FILES:
5: 4K \4844 \001 \DWGS \C102
XREF:
XREF:
XREF: 5: \4k \4844 \001 \dwgs \Titlel.dwg
SHEET NO.:
C
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THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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