HomeMy WebLinkAboutAugust Acres 12' � 1 z„
NOTES
I. ALL DRAINPIPE TO BE 16 GA. GALV. CORR, METAL PIPE PERFORATED
SET LEVEL BETWEEN CATCH BASINS .
2 12 2 .FOR GRADES AND OTHER DETAILS SEE APPROVED SUB DIVISION
r PLAN AND PROFILES .
STREETSIGN
AL
I� P DIA, 12IS 08� 1IP RAP _=
Q TYPICAL HEADWALL ELEVATION FENCE
FG. 5 6 = NO SCALE
2, �I � Z ' TYPICAL HEADWALL SECTION CODE 31894
FG 6.0 S _ _ ROPO / LOWEGUAL SEE ;H. WBAYSHORE i/� � , DETAIL
- (j] �---- -_fes �
n//1 — --- — _-_ .— � 1
FG. 5.6 ! o STANDARD I �i STANDARD Iri
/ o LEALHm,BASI'IN 5 L C .Ifhflu Bi�SIrVmN r
TY'PE -'A , TYR "
2-LE TYPE B DEEP8-0
6 " 8 -L DMPP - -.- --_— � X _ SECTION THRU. RECHARGE_ BASIN n
2 .B. TYPE A
-7 NO SCALE
L 1 i IW OF _DRAIN A I N I� 17 Ig 19 20
---- �P v r
X� ds 8 CMPP , ✓s /LB TYPE A / '± 0"
fu
�d ✓S Y/ �,s' . FG.EL. 6 0 ✓sP 6' � - \ 4r/
NE UST -- — A: K fir�ti ; 2 L.B TYPE A , . 24_ .I C ONC, GUTTER IOFT EA. SIDE OF C. B. TYPICAL.
NRINA
69 �� 34 CURB GRB
�,�, TYPE - 13
TYPICAL ROADWAY SECTION
N A r
- CMP
P
-
\ / FG. EL 6.0 .
\ �0 �� 1—BERM
PIPE c - - 8 C� Z 31 30 \
FRAME AND GRATE
EXISTING b P Ip II dy MPP-
n—f - -
P ♦ . P
k[RWN�—v._.., , � �� 23 I �I � '
_ Qr �. sa AFrcFC�z 4r 6X41
5 III 2-IL3.TYPE•A' 111 of 12 CMP
PRECAST
v ;«
18 CMP
P<
3 EMB.'fYPE•A c F ° T- e - - -- -
m 12" C v' HEADWALL
OVER re d *x. OVER , FLOW STRUCT__h113
STIR U -- HEADVVR"E.L 4�'`�,I 30"0 CMPP NO,si L� r it
Li
BERMO ® u� n :� �"J 0? 33
,
2-LB.TYPE-B 8«DEEP A
18'0CMPP _ �zLB-TYPE A TOWN N 0 SOUTHO D PCSIL1,111 'C1413113T, Coll I oa
—2+5o x „
_— / — - . . it>tt;,ITRY �,D. �NE..'f'3U�.Y, N. Y.
APPROVED: DATE:—
SUPT.
eis ,�l.
— - --- SUPT. HIGHWAYL� '9'17-26 DRAENAGEANQ OTHER DETAILS
—W— v✓vrse i✓JA„� —E — E<rcr7cc, e, f! G, fr a ,. e� 11,16 -8s FOR
— ✓�— h/v�r-� s.=kvic� ES S 2v. DATE — e� �zsz TOWN :
OF SO ` ACRES - W'YOR
f� ki/Arca W?WEi-atir ® T�ANsr �i�F� F� t, Annrn O,,.,, TOWN ° OF SQUTHOLD NE K
TOWN ENGINEER .°r varix —••-,
L.w<r r ,Y<c�rq
DATE• Li la.
___ 8 - 26 -76 1 - 10G AA - 1 -