HomeMy WebLinkAboutSite Plan and Details P� SCTM#:
o4HiAF 6 1000-242-13.1 ✓
SCTM#:
1000-241-11
4� SCTM#:
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EXISTING SPLIT RAIL WOOD FENCE - SAW CUT EXISTING PAVEMENT D15�[xill ISJI II Ili5 fI111S
RELOCATE EXISTING METAL GUARD RAIL
EXISTING VEGETATED DUNE TO REMAIN
AREA OF E7tI571NG ASPHALT PAVEMENT
OTO BE REMOVED. W }�
9 BACKFILL MTN NEW CLEAN SAND AND
CONSTRUCT NEW VEGETATED DRAINAGE AREA
AT 5"TO 12^BELOW SAW CUT PAVEMENT. � y
EXISTING CONCRETE RETAINING WALL TO REMAIN. O .fYJi/l
t *BOAC , t E lO
- q CONSTRUCT NEW ARMOR STONE RETAINING
SAND BCB -w-"'- -^ "-�-,.,ti \` ty STRUCTURE AND THEWALL BETWEEN TEXISTINO ING ER L�I F,rrj
CONCRETE RETAINING WALL. = r
AREA OF EXISTING EROSION(Approximate) v+ O W T
EXISTING CONCRETE RUBBLE I RIP-RAP /�/ �■ �.{
TO BE REMOVED AND REPLACED WITH O
NEW ARMOR STONE&RFP-RAP.
/ APPROXIMATE LOCATION OF EXISTING
INTERTIDAL MARSH VEGETATION WITHIN )
OR HEAR THE PROJECT AREA. g� JfrI \' EXISTING METAL GUARD RAIL TO Be RELOCATED O {Y
on C
~ ° o(topVw, H
„�„)
EXISTING TIMBER BULKHEAD TO REMAIN 0 O�\ O = cW
R, RE-INSTALL FILTER FABRIC AS NEEDED aQ O V .00 3 E
ABG PROVIDE NEW f CLEAN FILL TO PRE STORM 0 w!
O f N� CONDITIONS AND FILL TO TOP OF EXISTING B x 8 TREATED WOOD WHALER With o L
WOOD STRINGER THIS AREA. 3f4"# GALVANIZED THROUGH BOLTS.TYP. AW W
-_` MOO.
GREAT PECONIC BAY '
ORIENT HARBOR ��p pROPtMLIN,P NEW RIP-RAP ARMOR STONE
EXISTING BULKHEAD SYSTEMS O r
ON ADJACENT PROPERTY TO REMAIN Top of New Stone Rfp-Rap to Align DE F T
- w t s ng opo avemen.
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LINE OF EXISTING O W Z
CONCRETE WALL BEYOND.
PARTIAL SITE PLAN I I �'
I I � a
SCALE: 1" = 40.0'
NEW 3 TO 4 TON
ARMOR STONEV��,�`
( I
3 I Q NEW BEDDING STONE TO BE N o�
PROJECT NOTES. t/0 Qh WRAPPED IN NON
C`'-'.,3 GEOTEXTILE FILTERTER CLOTH.
1. PURPOSE: EROSION CONTROL AND ROAD SHOULDER STABILIZATION.
#i1EIJI [JJ( Ln
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2. DATUM: MEAN LOW WATER. IJJI [!JI[_fIIIJ JI I�(J[ J I� Ill APPROXIMATE LINE OF EROSION It
O coo
yr
3. HEIGHT OF NEW ARMOR STONE SHALL ALIGN WITH EXISTING TIMBER BULKHEAD.
4. NEW ARMOR STONE SHALL BE IN-FILLED WITH RIP-RAP FOR STABALIZATION.
Drawing:
5. APPROXIMATELY 120 C.Y.OF CLEAN SAND FILL WILL BE TRUCKED IN
FROM AN APPROVED UPLAND SOURCE FOR BACKFILL.
CROSS SECTION DETAIL >.
SCALE: 114" = V.0^
_ s PI
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