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SCTM #:
a H II 1000-117-10-18.1 Engtagorho
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EXISTING PERFORATED METAL =
DRAINAGE PIPE TO REMAIN. O rT�
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REPLACE EXISTING GUARD RAIL. V]
NEW-8'ALA ER x 4'DEEP Z �+
$! I I PRECAST CO TE LEACHING POOL Y
w I I WITH CAST O INLET GRATE&FRAME W o
I ATEXISTING IP END SECTION. w H La
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EXISTING .i.+ w
BEACH V
NEW 8"-12"STONE REP-RAP ON 41 p
BEDDING STONE ON NON-WOVEN i t'
1 FILTER CLOTH.TYPICAL ^
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SCTM #•
REMAINING PORTIONS OF EXISTING A
A i TIMBER BULKHEAD AND CONCRETE
1000-117-10-15 RIP-RAP TO BE REMOVED
/ (AS PER THE RI ENTS OF DEC.]
EXISTING SA / • . z
BEACH
NEW TWO(3 to 4)TON(+ra ARMOR STONE
/ ON BEDDING STONE ON NON-WOVEN G
/ FILTER CLOTH. lA
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14 Q
, GREAT PECONIC BAY
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PARTIAL SITE PLAN Drawing:
Scale: 1"=30.0' p=1
Sheet# 1 at 2
I
EXISTING
CONCRETE RIP-RAP
TO REMAIN EN PLACE THIS
AREA. TIMBER GUARD
RAIL
NEW TIMBER GUARD RAIL
EXISTING OUTFALL PIPE TO
BE ABANDONED 1N PLACE.
/ r CAST IRON INLET NEW S"-12"STONE RIP-RAP.TYPICAJ..
GRA7E8FRAME EXISTING TIMBER BULKHEAD
GRADE TO BE REMOVED,
CUT AHD REMOVE ASECTION OF IIlFiil f��li !— ❑ M G
Jill _ °S
V2,1,626
QQ ONEW TVYO(2)TON(+1-)ARhiORSTONE � yEXISTENG PIPE TO ACCOMMODATE NEW LEACHING POOLlHS7AlLATION. i a i LINEOFEXISTING LVJ S
\ ASPHALT ROAR .iue � �•-� O O i ,. W
NEWASPHALTTIP f€ +~�►ay9 °Apse �O DDOOa O C w =
UP CURBING. E '81 �+t° ❑
.� Qcg M
Q� EXISTING BEACH e Q Ci
i CL
1"BEDDING STONE.TYPICAL.
EXISTING PERFORATED
. [[[ 8'DIAMETERx 8'DEEP
DRAINAGE PIPE 70 REMAINA•r is�'r45r �° `s°
PRECAST CONCRETE
LEACHING RING. ) NON-WOVEN FILTER CLOTH. H`l
8"THICK PRECAST i ^F
CONCRETE TRAFFIC to
4
BEARING SLAB.
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fw
4
LEACHING POOL PLAN DETAIL CROSS SECTION DETAIL "A" 9
SCALE: 3116"=1-0" SCALE: 3116"=1-0" �
tQ I � �
NEW TIMBER GUARD RAIL. 4
8"THICK PRECAST ASPHALT TIP-UP
CONCRETETRAFFIC CURB GUTTER.
BEARING SLAB.
w yt"r
CAST IRON INLET W 7
GRATE 8 FRAME 0
4'-0" •«r
do
GRADE 2'-0" 2'•0" T-0" EXISTING TIMBER BULKHEAD q
GRADE _ TO BE REMOVED. .fir
EXISTING ASPHALT 7if_• EIl—Eli{—li�i ;v m tFA
1 D®®®� =E�I?_Elll
O[3®®® ROAD SURFACE. -r
FILL 8 -o,°. a"" •-
GRAVEL FILL J E 3
8'DIAMETERx4'OEEP EXISTING BEACH w
PRECAST CONCRETE '-
f CLEAN SAND 8 LEACHfNG RING. 3 1"BEDDING STONE.TYPICAi. �- �,,n.Cd-w.A -� ,� e O
GRAVELFILL i `s ° »a' a" ".o� e .. _.... -. _ O 2 }
In
Lu
NON-WOVEN FH.TERCLOTH. � '.` "' ,°°� °O T. •+ Q e
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2'-8"Min. 8'-e"Dia. 2'-0"Min. NEW PRECAST 3,000 PSI t" gIg 1
n
CONCRETE STEPS 'f" c
N
(4'WIDE)WITH 6x6-10110 WWF. 0 e
TYPICAL AT 6 LOCATIONS. ik O m
I uC s
LEACHING POOL SECTION DETAIL
rn�` Q '^
. i CROSS SECTION DETAIL "B" D Drawing:
SCALE: 3116"=1-0" i SCALE: 3116"=1-0"
I
A=3 '
E
Sheet 9 7 et 3