HomeMy WebLinkAboutV28-02 St. Peter's United Church of Christ - Erosion Control Plan pg. .5EA
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT -OCT. NOV. DEC.
PERMANENT
SEEDING
DORMANT
SEEDING
TEMPORARY
SEEDING
SODDING
MULCHING
B D
w
G
A /I
F
/I
B -9
A KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
B KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /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 LBS /ACRE. (1 LB /1000 SQ. FT.)
F SOD
G STRAW MULCH 2 TONS /ACRE.
/I IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
SEASONAL SOIL PROTECTION CHART
"Holey Moley" says,
DON'T DIG BLIND"
Call Monday through Friday -7 AM to 6 PM
1 -800
382 -5544
Within Indiana
1 -800
428 -5200
Outside Indiana
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'X4' TRENCH TO
BE BACKFILLED
AND COMPACTED
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S -ILS SAP
(NOT TD SCALE)
POST
2 "X2" WOOD OR
1.33 LBS /FOOT STEEL
5' MAX. SPACING
WIRE FENCE
14 GAGE (MIN)-6" MESH
REQ'D. IN SWALES OR
AREAS OF CONCENTRATED
FLOW
NONWOVEN FILTER
FABRIC SECURE TTO
POSTS WITH 2" LATH
UPSLOPE
DOWN
SLOPE
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1 I—I 1 I ITE
711 X111 -1
SILT FENCE SECTION
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(NO SCALE)
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1 /3 OF THE HEIGHT OF THE
FENCE OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
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INLET PROTECTION W /FABRIC
I1
FRAME AND COVER
III
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f
MAINTENANCE:
1) INSPECT AFTER EACH STORM EVENT OF SILT ACCUMULATION.
2) REMOVE SEDIMENTATION AND REPLACE FILTER FABRIC IF NECESSARY
AFTER EACH STORM EVENT OF SILT ACCUMULATION.
3) PERIODICALLY REMOVE SEDIMENT AND TRACKED —ON SOIL FROM
THE STREET.
_E_
FILTER FABRIC SHOULD
BE 6 "(MIN) EXTRA ALL
AROUND FOR HAND HOLD.
O
0
O
(NO SCALE)
N 89 °55'00" E 325.41'
OUTLET EROSION CONTROL
SIDE
PLAN
RIP —RAP
SEE PLANS
S 89 °55'00' W 261.03'
RIP —RAP
1
T 12" (MIN)
(NO SCALE)
r
EXISTING FLOWLINE OF DITCH
FUTURE
ADDITION
F.F. ELEV. 825.30
EROSION CO \TROL LEGE \D:
PERMANENT SEEDING W /MULCH
SILT FENCE
EROSION CONTROL BLANKET
"EX. SAN. M.H.
O.
O
REFER TO SHEET #2A FOR
DIFFERENT PHASE AREAS.
N
FUTURE°
CANOPY
0
O 0
8
E. CARMEL 1RIVF1
LEGEND
RIGHT —OF —WAY LINE
STORM SEWER LINE
SWALE
SANITARY SEWER LINE
0 SANITARY SEWER MANHOLE
SANITARY SEWER LATERAL
FLOW DIRECTION
$92.67 SPOT ELEVATION
i- EXIST. CONTOURS
PROPOSED ELEVATION
0 STORM BEEHIVE INLET
o STORM INLET
T.C. TOP OF CASTING
INV. INVERT
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYLCHLORIDE SANITARY SEWER PIPE
M.H. MANHOLE
STR. STRUCTURE
D. U.E. DRAINAGE AND UTILITY EASEMENT
S.D. U.E. SANITARY, DRAINAGE, AND UTILITY EASEMENT
H.C. HANDICAP RAMP
M.E. MATCH EXISTING GRADE
Q CONCRETE END SECTION
N 89 °55'00" E 270.00'
[q•
O o 1
HAND .-AF
1 =AMP
(TO REMAIN)
EXISTING CHURCH
F.F. ELEV. 825.30
C .O.
8
G
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SHEDS (NO FOUNDATION)
EX SAN. AU!
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0
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G—
—x—
2
RCP
PVC
CMP
LANDSCAPE TIMBER
TELEPHONE PEDESTAL
TRANSFORMER BOX
CLEAN OUT
AIR CONDITIONING UNIT
UNDERGROUND ELECTRIC
GAS LINE
FENCE LINE
PROPOSED FLOWLINE
WATER VALVE
FIRE HYDRANT
LIGHT STANDARD
STORM SEWER
SANITARY SEWER
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE PIPE
CORRUGATED METAL PIPE
PI
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D
01 LOT 354
1 WOODLAND SPRING
r� SECTION 8
EX. STORM M.H.
A
Al
TC =819
SCALE: 1" 30'
15
s s
30
60
-APPROVAL PENDING
NOT FOR CONSTRUCTION
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SHEET NO.
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PROJECT NO.
WOO -0829
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