HomeMy WebLinkAboutPedestrian Bridge Site Plan 1-03-2002r�
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MAP REFERENCES
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1. ZONING DISTRICT WRP-160, R-80 AND R-120,
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FORSYTH ROAD, OLD COLCHESTER" �'
W I II PREPARED FOR OXIBY FARM, LLC, b
ROAD & OXOBOXO DAM ROAD, BY CHANDLER PALMER AND KING, It
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DATED 05/01/2000, REVISED 09/06/2000.
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(2)-2"x2"x3' STAKES EDGING�o
EACH BALE �SITE
.REFERENCE IS MADE TO
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PLAN VIEW
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!\ \\\\ 1. Connecticut Guidelines for' Soil. Erosion and Sediment Control,
January 1985. z I z
2" x 8" DECKING ` Y ;
2. Soil Survey of New London Count Connecticut, U.S.D.A, Soil I o
2" x 6"
Conservation Service 1983. w C) O�
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HAYBALE BARRIER R J W
NOT TO SCALE EDGING ------- R°
3" x 10" STRINGER
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1/2 INTO SPLIT CLAMP DEVELOPMENT Z.�
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�N I 3 x 8 SPLIT CLAM I (( 6 x 6" TREATED a wooden pees
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Proposed Development will allow for wd,dtrian bridge.
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CENTER TO CENTER ELO MENT SCHEDULE
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CROSS SECTION SIDE VIEW .. ... LOCATION MAP SCALE 1
It Is anticipated that grading and construction activities will begin ���
May 2002 and will be completed August 2002, P
dependent upon
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PEDESTRIAN BRIDGE DETAIL
weather conditions.
NOT TO SCALE
SEQUENCE OF CONSTRUCTION .
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\ .) Install erosion and sediment control devices. .`
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2.) Complete rough grading. Install wooden pedestrian bridge.,y
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3.) .Complete final grading and place woodchip -path.
4.) Mulch disturbed areas with woodchips.
5.) Remove erosion and sediment .
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444-004 i DEVELOPMENT CONTROL PLAN
MULCH DISTURBED.... --' ,
Prior to the commencement of operations In accordance with any
AREAS WITH WOODCHIPS �- permit
p t issued by the Town of Montville, the Contractor shall Install
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X39 � -` -- — -_. � -_ PROPOSED WOODCHIP PATH _--- — `396 ._- -� ._-- all ,
.1 _. a erosion and sediment control devices.
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PROPOSED HAYBALES --�
The Contractor shall obtain a site inspection from the Town of
15 LF RAMP P __ — Montville Zoning Enforcement Officer to ensure that all erosion and
• — -._ 395.25
_ — sediment control measures have been installed in accordance with
— this narrative. Upon certification with respect to the Installation of
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erosion and sediment control measures, the Contractor may
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commence operations pursuant to the permit. Erosion and sediment
control devices >,
o e ces shall be installed in accordance with the Filter
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Barrier Installation ,& & Ma.intenance" and "Ha Bale Installation &
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Maintenance" sections of this narrative hereinafter contained.
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PROPOSED 110 LF
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During the stabilization period, all erosion and sediment. control
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PEDESTRIAN BRIDGE
devices control devices shall be maintained in proper working order.
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4 FT. WIDE
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The Owner's representative shall be responsible for checking
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erosion and sediment control measures on a twice -weekly basis
during the stabilization period and after each storm event. During
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the stabilization period, with respect to the site, any erosion which
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occurs within disturbed areas shall be immediately repaired and
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restabilized.
Once stabilization has been completed and certification -thereof
+ 392.4
APPROXIMATE WATER
obtained in writingfrom the Zoning Enforcement Officer
g ce of the Town
ELEVATION: 392.3
of Montville,
t e, erosion and sediment control devices shall be removed
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by the Contractor.
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HAY BALE INSTALLATION & MAINTENANCE
394.0 _
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_396--_ 1.)
Each bale shall be securely anchored with at least 2 stakes and
395.25 between bales shall gaps a be wedged with straw to prevent water
from passing between the bales.
i 2.) Inspect bales after each storm and repair or replace promptly as
/ X39 1_1 PROPqSC6 WOODCHIP PATH o, ----398- needed. Remove sediment behind the bales when it has r
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-- �� the height of the bale and deposit in an area which is not regulated o
WLF# / i -n �� / b the InI n �
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6 IN x 6 IN TREATED POST
\ / / MIN. 4 FT BURY TYP PROPOSED 110 LF PEDESTRIAN Q
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44/4- �i VOIDING � rn rn oN, `n o0 Go 0 0 Q W o w
ELOPE (TYP / 12/`� '� `� m o o v
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1+50
PEDESTRIAN BRIDGE PROFILE.: SCALE: 1 - 20
HORIZONTAL 1:1
QUALITY CONTROL .CERTIFICATION
/ VERTICAL 1:1
GROUP REVIEWED DATE
PROJECT MANAGER
\ /44/4-004
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SURVEY / SHEET
ENVIRONMENTAL:. \ \ / _ 20 10 0 20
1 OF 1
CIVIL
STRUCTURAL �_ _� GRAPHIC SCALE IN FEET
ARCHITECTURAL