HomeMy WebLinkAbout040-99 Stone Haven @ Haverstick Erosion ControlTHIS SHEET TO BE USED
FOR EROSION CONTROL ONLY.
NOTE: TO CONTRACTOR
1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt
fences shown on plan.
2. Upon completion of the storm structure from being built the fabric drop inlet protection is
to be installed ON curb Inlets and straw bales on yard inlets immediately.
3. Upon completion of the swaie construction, contractor shall notify engineer to as -built,
upon review of as -built engineer shall notify contractor to install the erosion control
blankets as soon as possible.
FORMS/22687
Denotes silt fence to be Installed
Temporary straw bale dam to be removed during blanket
Installation.
®Denotes permanent seeding do mulch areas
Seeding rate. 130//aces or 3//1000 S.F.
Seeding mixture. 25% creeping red fescue
35% perenniai rye
40% Kentucky bluegrass
®Denotes seeding w/fiber blanket /S150 by North American Green
Seeding rate: 110//ocre or 2.5#/1000 S.F.
Seeding mixture. 38% Kentucky 31 fescue
19% perennial rye
19% annual rye
14% orchard grass
10% Kentucky bluegrass
Denotes temporary seeding do mulching.
Seeding rate: 50#/acre
Seeding mixture: 100% perennial rye.
SCALE: 1 "= 50'
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APPROX. 100 YR.
FLOOD ELEV. (PER DNR)\AAAA/\M
758.00 (THIS AREA)
SEC. 8
11425
757.50
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(PER VESTAL DiTCH
FLOOD WAY EXHIBIT R C r..'I
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PREPARED BY •�
JAY E. GIBSON)
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SILT FENCE TO
L9 I 1 l..:'
I 'I ''' y� 'I 65 ; _-, Ry. BE INSTALLED
II II 11 �, II yr�1 ' 177 I '- ' � ' II I�7, i•
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11 11 1 U � X111 �� II 760.7
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SILK' FENCEi��
,i It�; BE 'INSTALLED t a 759.6 rp'
"t 173
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E ENG CTION IN•kms. -M i '.i';' .� •I----•....�..
_ 4 CA �4 =750.`� r }♦
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t3RIM=75&00,. IN V, 7 52, Cl C
*� 163 y� •
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ti 162 ti v� +
759.5
+ EX. CURB INLET
r+} T.C.=757.83
+ ,INV,=754.33
i
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161, ;+
CVIlk
r 75.7 `I �; EX. YARG INLET
:-�b'�c ?IM=755.00
+ �V+t„f,c�► ++ N'V.=7rJ0.95
1ul
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16 0 I� �''I II +
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t I ti, {-�i (►� Ex. YARD INI.,f- i
RI61 �"�JJ'',.I �.�..
INV,= -751.37
159
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EXISTING
LAKE
N.P.= 750.00
iI ' 759 2
((! I,"5 4; 1 171 t �i �' ' t ,,
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759.8
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EX. CURB INLET
�� ,,t ;. T.C.-757.33
,ti.. 170 `�'�N INV.=753.24
759.7,
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\`Ex_ CURB INLET
T.C.-757_38
INV,=753_76
EX. CURB INLET
T.C.= 7 57', 38
IN'14; 75188
EY, CURB INLETI
T.C.=757.33
I NV,=753.39
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119358
STATE OF
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