HomeMy WebLinkAbout0503003.16L I
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LEGEND
z
.01
5
Existing Sanitary Sewer
—
Existing Storm Sewer
000
Existing Contour
ELEV
Existing Elevation
MAINTAIN EROSION
Proposed Storm Sewer
•
Proposed Storm Manhole
[El
Proposed Storm Inlet
000
Proposed Contour
000.00 TC
Top of Curb Grade
000-00 GUT
Gutter of Curb Grade
EROSION CONTROL
All Other Finish Grades
M.E.
Match Existing Grade
TO BE USED.
Flow Arrow
Denotes Elevation of
F.F. 000.00
Finished Floor
z
.01
5
BENCHMARK [-HM28"]
COPPERWELD IN STEEL CASING AT THE INTERSECTION OF
116TH STREET & RANGELINE ROAD IN CARMEL, IN.
IIELEV. = 819.78 (NGVD29)
7
10
12
13
ASSUMED NORTH
SCALE: 1 20
14
15
HOLEY MOL EY SAYS
"DON'T
DIG
BLIND
"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
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
4
MAH
T
89
iNV i lk4) 111'01�
�mv
jN'V (S) F, 3, 8,f V
4
— — — — — — -- — -- 01
REMAIN
TING,, TOR14—SCff T=
11
ST H-- 02 "Ur
T.C. 8 9,50
\INV (NW) 837.
INV (4E) 837.3
EXISTING TREE M BE REHaVED
AND RE- PLANTED, F POSSIBLE.
U, 7*
END TI SE 11
ON 410
T.C\ 83 �50 1 01
S
3
EXIST. 9 (ND rCTION j I;N G 0 Br
011
J,;
N
IV
83!-63
GENERAL NOTES
EROSION CONTROL NOTES
• DURING ALL PHASES OF CONSTRUCTION THE SITE GENERAL
CONTRACTOR AND ALL SUBCONTRACTORS SHALL EXERCISE
MEASURES TO PREVENT THE EROSION OF SOILS DUE TO THE ACTION
OF WATER AND WIND. ALL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED PRIOR TO EARTH MOVING
ACTIVITIES.
• SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED
BY THE USE OF SUCH METHODS AS DEBRIS BASINS,
SILTATION SUMPS AND SILT FENCES UNTIL THE DISTURBED
AREA IS STABILIZED. THESE SHALL BE IN PLACE BEFORE
ANY LAND ALTERATIONS/GRADING.
• TRAPPING DEVICES SHALL BE PERIODICALLY INSPECTED DURING
DRY PERIODS AND AFTER EACH RAINFALL EVENT BY THE SITE
CONTRACTOR. TRAPPING DEVICES SHALL BE REPLACED IF DETERMINED
TO BE INCAPABLE OF PERFORMING INTENDED FUNCTION OF SEDIMENT
TRAPPING.
THE CONTRACTOR SHALL HAVE AVAILABLE ON THE CONSTRUCTION
SITE A WATER SOURCE CAPABLE OF APPLYING WATER TO DRY EXPOSED
SOIL IN ORDER TO PREVENT WIND EROSION. THE APPLICATION
RATE AND MANNER SHALL BE SUCH THAT SOIL MOISTURE IS ATTAINED
AND NO SURFACE RUN-OFF IS CREATED.
Revisions
1.
2.
3.
.A.
. ........ • viii
No.
PE19800489 Z
STATE OF
CERTIFIED By e, 421dt
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ROGER WARD
ENGINEERING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF ROGER WARD ENGINEERING.
1999, ROGER WARD ENGINEERING, INC.
• RO CIE R W
A ENGINEERING
INCORPORATED
#JA
CIVIL ENGINEERS - SITE DESIGNERS - DEVELOPMENT CONSULTANTS
6251 WIN' MOP AVENUE, SUITE 3
INDIANAPOLIS, INDIANA 46220
(317) 251-1738 (FAX) 251-1923
MORTON BUILDINGS, INC.
KRUSE INVESTMENTS, INC.
CARMEL, INDIANA
GRADING, DRAINAGE & EROSION
CONTROL PLAN
Date oject No. Drawn Approv.
P
01/31 IMB1.001
/:00I RCW
Computer Files Sheet No.
L
IN
H
F
C
IA
EROSION
CONTROL
=> DENOTES
PERMANENT SEEDING
OR SOD
AREA TO
MAINTAIN EROSION
CONTROL.
EROSION
CONTROL
=> DENOTES
EROSION CONTROL
BLANKET
TO BE USED — NORTH
AMERICAN GREEN SC150.
EROSION CONTROL
=> DENOTES
RIP—RAP
TO BE USED.
BENCHMARK [-HM28"]
COPPERWELD IN STEEL CASING AT THE INTERSECTION OF
116TH STREET & RANGELINE ROAD IN CARMEL, IN.
IIELEV. = 819.78 (NGVD29)
7
10
12
13
ASSUMED NORTH
SCALE: 1 20
14
15
HOLEY MOL EY SAYS
"DON'T
DIG
BLIND
"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
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
4
MAH
T
89
iNV i lk4) 111'01�
�mv
jN'V (S) F, 3, 8,f V
4
— — — — — — -- — -- 01
REMAIN
TING,, TOR14—SCff T=
11
ST H-- 02 "Ur
T.C. 8 9,50
\INV (NW) 837.
INV (4E) 837.3
EXISTING TREE M BE REHaVED
AND RE- PLANTED, F POSSIBLE.
U, 7*
END TI SE 11
ON 410
T.C\ 83 �50 1 01
S
3
EXIST. 9 (ND rCTION j I;N G 0 Br
011
J,;
N
IV
83!-63
GENERAL NOTES
EROSION CONTROL NOTES
• DURING ALL PHASES OF CONSTRUCTION THE SITE GENERAL
CONTRACTOR AND ALL SUBCONTRACTORS SHALL EXERCISE
MEASURES TO PREVENT THE EROSION OF SOILS DUE TO THE ACTION
OF WATER AND WIND. ALL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED PRIOR TO EARTH MOVING
ACTIVITIES.
• SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED
BY THE USE OF SUCH METHODS AS DEBRIS BASINS,
SILTATION SUMPS AND SILT FENCES UNTIL THE DISTURBED
AREA IS STABILIZED. THESE SHALL BE IN PLACE BEFORE
ANY LAND ALTERATIONS/GRADING.
• TRAPPING DEVICES SHALL BE PERIODICALLY INSPECTED DURING
DRY PERIODS AND AFTER EACH RAINFALL EVENT BY THE SITE
CONTRACTOR. TRAPPING DEVICES SHALL BE REPLACED IF DETERMINED
TO BE INCAPABLE OF PERFORMING INTENDED FUNCTION OF SEDIMENT
TRAPPING.
THE CONTRACTOR SHALL HAVE AVAILABLE ON THE CONSTRUCTION
SITE A WATER SOURCE CAPABLE OF APPLYING WATER TO DRY EXPOSED
SOIL IN ORDER TO PREVENT WIND EROSION. THE APPLICATION
RATE AND MANNER SHALL BE SUCH THAT SOIL MOISTURE IS ATTAINED
AND NO SURFACE RUN-OFF IS CREATED.
Revisions
1.
2.
3.
.A.
. ........ • viii
No.
PE19800489 Z
STATE OF
CERTIFIED By e, 421dt
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ROGER WARD
ENGINEERING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF ROGER WARD ENGINEERING.
1999, ROGER WARD ENGINEERING, INC.
• RO CIE R W
A ENGINEERING
INCORPORATED
#JA
CIVIL ENGINEERS - SITE DESIGNERS - DEVELOPMENT CONSULTANTS
6251 WIN' MOP AVENUE, SUITE 3
INDIANAPOLIS, INDIANA 46220
(317) 251-1738 (FAX) 251-1923
MORTON BUILDINGS, INC.
KRUSE INVESTMENTS, INC.
CARMEL, INDIANA
GRADING, DRAINAGE & EROSION
CONTROL PLAN
Date oject No. Drawn Approv.
P
01/31 IMB1.001
/:00I RCW
Computer Files Sheet No.
L
IN
H
F
C
IA