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STAMPCURB AT O
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3
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A CONTRACTION JOINT EVERY 20' OR LESS.
- �-
B
9• TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
Lo
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
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10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
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Ln
Existing Sanitary Sewer
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
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11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
75(
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
000 -
Existing Contour
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
CD
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
Z)
x ELEV
Existing Elevation
WRITING THE OWNER AND THE ENGINEER IN ANY
DESC
U,
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
w/ description
13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
A
000.00
CD
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
H
'• U
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
000.00
All Other Finish Grades
CU
CU
Revisions
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1. DCC 02/03/00: REVISED LOCATION OF STR. # 725A.
CD
Sanitary Structure Number
2. DCC 02/23/00: REVISED PER TAC COMMENTS.
3. BET, 03/21/00, REVISED SWALE WEST OF LOTS 55 & 56.
3
C
-
Flow Arrow
5. MG, 05/01/00, ADDED PRIVATE DRAINS TO LOTS 47-53.
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F_
Denotes Elevation and
0
000.0
I
Approximate Pad Size
I'
6" Subsurface Drain
E C��cr�
7
s
1 2
3
4 I
5
I 6
I 7
I 8
I 9
A CONTRACTION JOINT EVERY 20' OR LESS.
- �-
New Storm Sewer
9• TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
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10
12
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32
31 L -Li
47
U
NO PAD p
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8j ESSD
* 9+96.3 ..---------
8 ,
SD------------------ ------
EX. 15" RCP
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EX. 18" RCP { I
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45 x�G
EX. / ly
TC=7.50.12
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EX. 21" RCP J
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EX. -J 35 Ay
TC=749.9018
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. 24" RCP
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36 N,
36 '
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14
13
1 14
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
15
"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.
IT IS AGAINST THE LAW TO EXCAVATE
W11HOUT THE UNDERGROUND
LOCATION WORKINGERVICENOTIFYING TWO (2) WORKASSUMED NORTH
DAYS BEFORE COMMENCING WORK. SCALE: A " 1 "_ '
C 50
11012 AMM 12421101
I M. W
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. M
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF
CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY L
SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH. K
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
8. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
- - 0-
Existing Storm Sewer
EXPANSION JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH
A CONTRACTION JOINT EVERY 20' OR LESS.
- �-
New Storm Sewer
9• TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
J
Existing Sanitary Sewer
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
New Sanitary Sewer
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
000 -
Existing Contour
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
x ELEV
Existing Elevation
WRITING THE OWNER AND THE ENGINEER IN ANY
DESC
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
w/ description
13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
000.00
New Pavement Grade
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
H
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
000.00
All Other Finish Grades
Storm Structure Number
Revisions
1. DCC 02/03/00: REVISED LOCATION OF STR. # 725A.
000
Sanitary Structure Number
2. DCC 02/23/00: REVISED PER TAC COMMENTS.
3. BET, 03/21/00, REVISED SWALE WEST OF LOTS 55 & 56.
4. DCC, 04/27/00, ADDED 6" PRIVATE TILES FOR LOTS 51-53 PER KATE BOYLE.
-
Flow Arrow
5. MG, 05/01/00, ADDED PRIVATE DRAINS TO LOTS 47-53.
G
F_
Denotes Elevation and
000.0
I
Approximate Pad Size
6" Subsurface Drain
E C��cr�
• .. -�
Swale (F0
F
--'v!, -----+--►•-
Water Main
BENCF]MARK
TBM #1
USGS BENCHI ARK
DISK STAMPED "95 REP" IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st & RIVER ROAD.
ELEVATON = 751.46
13 1 14 1 15
if ���G�STERF y
N0.
9800085
- STATE OF
O• E
S,Sn�NA1L
CERTIFIED BY
Z�71o�
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 D
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
2000, The Schneider Corporation
r � The
Schneider
Corporation
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BDC/CARDINAL ASSOCIATES, LP.
BROOKS LANDING AT PRAIRIE VIEW SEC. 2 B
CARMEL, INDIANA
DEVELOPMENT PLAN
Date Project No. Drawn Approv.
101/20/00 1065.22 DCC
Computer Files Sheet No. A
J: \1065\DWGS\22\C101.DWG
XREF: 22BASE,DWG
XREF: 21 BASE.DWG
XREF: 11BASE.DWG, 23BASE.DWG
XREF: 12ABASE.DWG, 24BASE.DWG
XREF: 1065TOPO.DWG
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