HomeMy WebLinkAboutAddition C-104 Landscape Plan pg. 2 Erosion & Sediment ControlEX. STORM MANHOLE
T.C. 786.60
INV. 781.62
EX. CURB INLET
T.C. 786.32
INV. 781.78'
EX. STORM MANHOLE
T.C. 786.64
INV. 782.11
EX. CURB INLET
T.C. 786.42
INV. 782.1212" R.C.P.a;
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11
Lx. STORM MANHOLE
T. 787.38
INV. 782.64
EX. CURB INLET
T.C. 787.14
INV. 782.66
CURB INLET
1 787.96
784.60
12" R.C.P.
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LIMIT OF DISTURBAIJCr
BUILDING POINT
OF ORIGIN (V.I.F.)
N 4708.5329
E 5533.4939
General Erosion Control Notes:
All erosion and sediment control ;practices shall be in accordance with the Indiana Handbook for Erosion Control in Developing Areas
from the Division of Soil Conservation, Indiana Department of Natural Resources.
2. A copy of this Erosion and Sediment Control Plan and the Erosion and Sediment Control Report shall be available at the Project Site
throughout the entire construction period.
3. The Contractor shall control waste, garbage, debris, wastewater, and other substances on the site so they will not be transported from
the site by the action of wind, storm water runoff, or other forces. Proper disposal or management of all wastes and unused building
material appropriate to the nature of the waste or material is required.
4. Public or private roadways shall be kept clear of accumulated sediment. All sediment that is cleared must be returned to the likely
point of origin or other suitable location. Clearing of large amounts of sediment shall not include flushing the area with water.
5. Minimize the exposure of bare earth by limiting the work area to that necessary to perform the Work, and by proper scheduling of
manpower and equipment.
6. All erosion and sediment control measures shall be inspected, cleaned, and maintained following each storm event.
7. Wherever possible, maintain existing vegetative cover. Use non vegetative material including mulch, erosion blankets, or stone to control
erosion from disturbed areas.
8. It is the contractor's responsibility to maintain erosion control measures as shown on plans and comply with all new posting, ground
stabilization. and notification requirements for the duration of the project.
Stabilization
practice
Permanent
seeding
Dormant
seeding
Temporary
seeding
Sodding
Mulching
G
Seasonal Soil Protection Chart:
A
Erosion and Sediment Control Plan
1" 40'
Jan. Feb. Mar. Apr. May. June July Aug. Sept. Oct. Nov. Dec.
E
F
*NNW *1
i
B
D
1 17*
1
OS TEMPORARY SEDIMENT TRAP /ROCK DAM, SEE DETAIL 2/C -503. REMOVE
ROCK DAM AND ANY ACCUMULATED SEDIMENT UPON SUCESSFUL TURF
ESTABLISHMENT IN UPSTREAM AREAS. RESTORE AND SEED PER
SPECIFICATIONS.
O6 ROCK CHUTE /APRON, TYP. SEE DETAIL 7/C -503
0 INLET CASTING PROTECTION. SILT FENCE, SEE DETAIL 5/C -503 SHOWN.
STRAW BALES, PER DETAIL 6/C -503 MAY BE SUBSTITUTED.
OS EROSION CONTROL BLANKET, TYP. PROVIDE ON SLOPES GREATER THAN
6H:1V AND IN EARTH SWALES AS SHOWN. SEE DETAIL 8/C -503. INSTALL
PER MANUFACTURED RECOMMENDATIONS.
0 STRAW BALE FENCE, TYP. SEE DETAIL 10 /C -503
10 CONSTRUCTION STAGING AREA/EQUIPMENT FUELING
11 CONCRETE WASHOUT
12 CONTRACTOR JOB TRAILER
13 TEMPORARY CMP TO ALLOW CONSTRUCTION ACCESS ACROSS SWALE,
APPROX. 25 LF
L
Y
Temporary Diversion Berm Practice 3.21
Silt Fence Rock Filter Practice 3.74 (option)
Straw Bale Fence Practice 3.75
Straw Bale Inlet Protection Practice 3.54
Erosion Control Legend
Rock Dam Practice 3.76
Temporary Sediment Trap
Silt Fence Practice 3.74
B
Silt Fence Inlet Protection Practice 3.52
Stone Lined Swale (w/ or w/o underdrain)
EROSION CONTROL NOTES
INSTALL STABILIZED CONSTRUCTION ENTRY, SEE DETAIL 1/C -503
EXISTING GAS PIPE CROSSING. VERIFY DEPTH OF PIPE AND INSTALL
APPROPRIATE MEASURES FOR SAFE CROSSING WITH CONSTUCTION
EQUIPMENT.
0 TEMPORARY DIVERSION BERM, SEE DETAIL 4/C -503
O SILT FENCE, TYP., SEE DETAIL 3/C -503
Rock Chute Outlet Proctection Practice 3.41
North American Green S75 or approved equal
Stabilized Construction Entrance Practice 3.01
A Kentucky bluegrass 40 Ibs /acre; Creeping red fescue 40 Ibs /acre;
plus 2 tons straw mulch /acre, or add annual ryegrass 20 Ibs /acre.
B Kentucky bluegrass 60 Ibs /acre; Creeping red fescue 60 Ibs /acre;
plus 2 tons straw mulch /acre, or add annual ryegrass 30 lbs/acre.
C Spring oats 3 bushel /acre
D Wheat or rye 2 bushel /acre
E Annual ryegrass 40 Ibs /acre
F sod
G Straw mulch 2 tons /acre
*111* Irrigation needed during June, July, and /or September
Irrigation needed for 2 to 3 weeks after applying sod
2/C -503
Gravel Donut Inlet Protection Practice 3.56 NOT USED
7/C -503
3/C -503
4/C -503
9/C -503
10 /C -503
6/C -503
5/C -503
NOT USED
8/C -503
1/C -503
SCHMIDT
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317 263 -6226
Fax: 317 -263 -6224
Project No
Project Date
Produced
Revision Date
2002 -036
March 15, 2004
CEC
April 8, 2004
44'° 11 E. d 1 �P
No., 4
ri
ti
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S
t X
These Drawings and Specifications, and all copies thereof are and
shall remain the property and copyright of the Architect. They shall
be used only with respect to this Project and are not to be used on
any other Project or Work without prior written permission from
the Architect.
Layout Legend
N INLET CASTING PROTETION. SILT FENCE,
SEE DETAIL 5/C -503 SHOWN. STRAW
BALES PER DETAIL 6/C -503 MAY BE
SUBSTITUTED.
EROSION CONTROL BLANKET, TYP.
PROVIDE ON SLOPES GREATER THAN
6H:1V AND IN EARTH SWALES AS
SHOWN. SEE DETAIL 8/C -503. INSTALL
PER MANUFACTURED RECOMMENDATIONS.
TEMPORARY SEDIMENT TRAP/ ROCK DAM
SEE DETAIL 2/C -503
ROCK CHUTE/ APRON TYP. SEE DETAIL
7/C -503
INSTALL STABILIZED CONSTRUCTION
ENTRY, SEE DETAIL 1/C -503
--f- SILT FENCE, TYP. SEE DETAIL 3/C -503
TEMPORARY DIVERSION BERM, SEE DETAIL
4/C -503
LAWN SEEDING PER SPECIFICATIONS
Hazel Dell
Christian Church
Education Wing
Addition
EROSION AND SEDIMENT
CONTROL PLAN
C -104