HomeMy WebLinkAboutParadise by the Bay20
NOPTH
BAYVIEW
ROAD
YOUNG ~ YOUNG
400 OSTRANDER AV~
REVISIONS
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SHEET NO. I
JOB NO. 74 - 67~
SCALE; I'
DATE UAE. 14, I'~ 7S
NOTES
PREL I MIN/ R Y
SUBDIVISION MAP OF
PARTDGE BY THE
PREPARED FOR
JOHN E R TH
~ T SOU Tf tO L D
SUFFOLK COUNTT, N ~
YOUNG ~ YOUNG
400 OSTRANDER AVE
RIVERHEAD, A~ Y.
_~,40=P,L
+02~= VCC,
?ROFIL E - POR T/ON OF KIMBERLY LANE
-- EAEEMENT kINE
DRAINAGE I1'-O"
.sc~' R.O.wJ
ED' RO ADV/AY
EASEMENT LINE
I1' - O" DRAINAGE
14 ~-0" 141 ' 0"
E n
,EII
-- 'CROWN TYR
EARING COI~E
)'TOPSOIL
/E'tBINDE R COURSE GEEDED
-- :INE GRADE
i BASE ~'OURSE -~/4" STONE BLE~JD OR CRUSHED CONCRET"E
- 4" TOPEOILED B -- HEADER CURB (3000 LB. CONCRETE 28 DAYE) SEE DWG. SD
/
SWALE NOT TO EXCEED IG" (Max3 BELOW THE CROWN .O,F ~HE ROADWAY.
EXCAVATE DOWN TO COARGE SAND~ APPROXIMATELY 3-6 . FILL BACK
/~ PROMPTLY WITH APPROVEO TESTED COARSE SAND* [--'
7,00=RI.
I-0 I#= KCC
~ DFOF'/LE- PORT/Off
KIM~BERL Y LANE
,d
? OFILE- ROX/A/NE
-- #" PR£¢A~T !
PIPE
,TYPICAL LEACHING BASIN
TYPICAL ROAD SECTION WITH SAND SWALE
NO SCALE
. 9
SHEET NO. 2 Of 2
JOB NO. 7d - ~78
SCALE: AS NOTED
DATE dAN. I~,/P
NOTES
?t~'£ l/vi/A/~ H f
SUBDIVISION ~ ~f/ OF
PARADISE BY THE SAY
PREPARED FOR
JOHIV Z
AT SOUT/tOLD
TOWNOF SOL?HOt D