HomeMy WebLinkAboutDetails I NOW ORMERLY OF
NOW/FORMERLY OF BER'~[ KURDZE~KJ
ESTA'IE OF
FRANK UACH NCHICK 1901.44'. (DEED)
1904.80' (ACTUAL)
S38'30'50"E (DEED) ~ ,~ ~ ~
S38'24'20"E (ACTUAL) ~ ~ ~
KEY MAP
-- NOW/FORMERLY OF
TOWN OF SOU]HOLD
~IERLY OF
VINEYARDS INC.
?OND
FOIJNTNN-
P ON D
t,N3T1
NOW/FORMERLY OF
ROMAN CA]HOLIC
CHURCH OF
SACRED HEART
0
,,,~i-
m
95.00'
NOW/FORMERLY OF
.o
~" N36*54'20"W NOW/FORMERLY OF 2009.51' (DEED)
/
rEIARSAU' NOW/FORMERLY OF 2009.22' (
ALDO &: LOUISE SHELBY, NOW/FORMERLY OF
NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF PAUL M. z, CONCETrA "STASIUKIEWICZ,
' COOK, DEMBROSKY, DEMBROEKY,
NOW?j/~ ORMERLY~.~,, OF Ill NOW/FORMERLY OF ' HENRY :& DEBORAH NOW/FORMERLY OF
HIGH D ROAD CORP. DAVID A. .
& MOHRING -RT, & DONNA M, ' DIVINEY. STANLEY dR, STANLEY dR. !OUAR'NCELU
£RANCIS d, JOHN A. ISABEL
,. , &MARIE C.
52.22'
GRAPHIC SCALEFIRE APPARATUS,:,o. ACCE,~.~ PLAN
8o ,8o ,20 FIRE TRUCK
Width : S. oo' THE HERIIAGE AT cUrCHOGUE
Track : 8.00'
Lock to Lock Time : 6.00 CUTCHOGUE
(
)
Steering Angle ' 40' TOWN DP ~30[J-EHOt~D SUF=FOI-.K COUN'EY', NEW yORK
NOTE:
~,~,~U~C~.~R~s~: '~"E~,U~.E~^~.~O~"~,~o.~EoR fl ~ ~ NELSON & POPE
~:&'.V,.%~u~"~ s~ , . :, ~m ~ ~,%,_%% ~
dOB No~ 00026
20'
20'
1 [-- I
· it'-m' o.~
1.0 %
BOTTOM ~.0
5
IB~OXY 'lED
/~. J
"---/ I
HEADWALL SECTION8
THE HERITAGE AT CUTCHOGUE
CUTCHOGUE '='~'°~'
~ NELSON & POPE ~"~
ENGINEEIRS i, 8URVEYORS
(6;)0 427-5~5 I=AX (6~ 4E'/-.S620 www~
S 51'15'55" E
1.44'
S E
TH~
TH#4
49~56~35'' E
221.47'
0
~ DGflNA
0
NowArO~M~
150' SANITARY RAOIUS
FROM CEN1ER OF
WATSR WELL
-- (TYPICAL FOR 11)
EXISllNS PRIVATS
WAI~R WFJ. L
(IYPICAL FOR 11)
lO0 o
GRAPHIC SCALE
NOTE:
THE:~E PLANS ARE AN INSIRUMENT OF SE~WCE AND ARE ~'lE
PROPERTY OF NELSON & POPE. UNAU~HORIZE~ ALTERATIONS OR
ADDRIONS 70 1HESE DOCUMENTS ARE A WOLAllClN OF SECTION
7209 OF 1HE NEW YORK STATS EDUCATION LAW. INFRINSEklENTS
1MLL BE PROSECU~.D.
0.0'
-10.0'
-15.0'
-20.0'
-25.0'
BORING GRADE
----~ SILTY TOPSOIL/----- EL .34.5
SILTY LOAM
COURSE TO FINE BROWN
LIGHT BROWN SAND AND
GRAVEL, OCCASIONAL
LARGE GRAVEL (SW)
COURSE TO FINE BROWN
AND LIGHT BROWN SAND
AND GRAVEL (SW)
END OF BORING 25' 0"
NO WATER ENCOUNTERED
TEST BORINGS BY
SLACKE TEST BORING
12/7/06
0.0'
-10.0'
-15.0'
GROUND WATER -17,6'
-20.0'
-25.0
BORING GRADE
SANDY TOPSOIL
COURSE TO FINE BROWN
SAND, SOME SILT, SOME
GRAVEL <SM>
COUR~SE TO FINE BROWN
AND LIGHT BROWN SAND
AND GRAVEL
EL 23.9
EL 6.3
TEST BORINGS BY
SLACKE TEST BORING
12/7/06
GROUND WATER
t 49'47'45" E
95.00'
_ GRIFFING
-- STRUT _~
N 49'56'35" W
TH#8
0
NOW _jF~I,I._ ERI.Y ~F 0
-10.0'
-15.0'
-20.0'
-25.0
-25.6'
BORING ~3 GRADE
~ SILTY TOPSOIL/'---'- EL 34-.2
SILTY LOAM
COURSE TO FINE BROWN
AND LIGHT BROWN SAND
AND GRAVEL (SW)
EL 8.6
TEST BORINGS BY
SLACKE TEST BORING
12/7/06
-10.0'
-15.0'
-20.0'
-25.0
2,010.62'
BORING "~4GRADE
SILTY LOAM
COURSE TO FINE BROWN
LIGHT BROWN SAND AND
GRAYEL, OCCASIONAL
LARGE GRAVEL (SW)
COURSETO FINE BROWN
AND LIGHT BROWN SAND
AND GRAVEL (SW)
END OF BORING 25' 0"
NO WATER ENCOUNTERED
TEST BORINGS BY
SLACKE TEST~ BORING
12/5/06
-!0.0~
-'15.0'
-20.0'
, -25.0
34.6 0.0'
-10.0"
-15.0~
-20.0'
-25,0'
BORING ~6GRADE
TOPSOIL
SILTY LOAM
COURSE TO RNE BROWN
.IGHT DROWN SAND AND
GRAVEL, OCCASIONAL
~ LARGE GRAVEL (SW),~
COURSE TO FINE BROW~
.IGHT BROWN SAND AND
SRAVEL, THIN LAYER OF
SlLT(SP/SM) t
COURSE TO FINE BROWN
AND LIGHT BROWN SAND
AND GRAVEL (SW)
END OF BORING 25' 0"
NO WATER ENCOUNTERED
TEST BORINGS BY
SLACKE ~EST BORING
12/5/06
34.4 0.0' --
-10.0'
-15.0'
-20.0'
-25.0
BORING If5 RADE
!
SILTY TOPSOIL EL 28.5
SILTY LOAM
BORING ~7 GRADE
LARGE GRAVEL (SW)
COURSE TO RNE BROWN
AND MGHT BROWN SAND
AND GRAVEL (SW)
END OF BORING 25' 0"
NO WATER ENCOUNTERED
TEST BORINGS BY
SLACKE TEST BORING
12/5/06
-- EL 35.0 0.0' --
-10.0'
-15.0'
-20.0'
-25.0'
BORING ~J~8 GRADE
-- EL 32.25
SILTY LOAM, TRACE
GRAYISH BROWN SILT (SM)
COURSE TO FiNE BROWN
LIGHT BROWN SAND AND
GRAVEL (SW)
END OF BORING 25' 0"
NO WATER ENCOUNTERED
TEST BORINGS BY
SLACKE TEST BORING
~ 2/5/06
COURSE TO FINE,BROWN
SAND AND GRAVEL,
OCCASIONAL LARGE
GRAVEL (SP/SW)
COURSE TO FINE BROWN
AND LIGHT BROWN SAND
AND GRAVEL (SW)
END OF BORING 25' 0"
NO WATER ENCOUNTERED
TEST BORINGS BY
SLACKE TEST BORING
12/5/06
OWNER:
NOCRO, LID.
140 EAST MAINST.
RIVERHEAD, NY 11901
APPLICANT:
THE HERITAGE AT CUTCHOGEIE, LLC
1721-D NORTH OCEAN ^¥ENUE
MEDFORD, NY 1176,3
TEST BORING LOCATION8
THE HERrFAGE~AT CUTCHOGUE
CUTCHOGUE
~ NELSON & POPE
ENO'NEER'=: · ~-R~ ~
b-/~ WALT Wi~MAN ROAD, I~ELMI I t=. N-Y. 1947-21~ SCALE:
(~ ~ F~ (~ ~ ~~ ~
9
RIGHT-OF-WAY WIDTH
PAVEMENT WIDTH
CENTER OF RIGHT-OF-WAY
I
~<4" CROWN FOR PAVEMENT
WIDTHS 26' -
~<6' y;OWN% ~THEORETICAL GRADE
4" TOPSOIL AND SEED
· ASPHALTIC :CO[~CRETE - ~¢PEB
ASPHALTIC CONCRETE WEARING COARSE
-ASPHALTIC CONCRETE BINDER COURSE
STONE BLEND BASE COURSE
STABILIZED SOIL BASE
VARIES
TOPSOIL AND SEED
A
RESIDENTIAL ROADS COMMERCIAL ROADS
PAVEMENT SECDON (MINIMUM THICKNESS) (MINIMUM THICKNESS)
NOTE: SEE TABLE 'A' - ROADWAY TABLE OF ADDRIONAL INFORMAllON
TYPICAL ROAD SECTION
NOT TD SCALE
PLAN
8'-0" MIN./IO'-O" MAX.
BROOM FINISH
PERPENDICULAR TO SLOPE
VARIABLE
b'LOPE I ON 12
DRAINAGE MANHOLE
6" WIDE CONCRETE
B
F
12'-0" MIN,/15'--O" MAX.
PLAN
I /-FLOW LINE I
SECTION B-B
~PICAL
JOINT
REINFORCED WELDED WIRE
MESH. 6"x6" -#6x#6
SECTION A-A
REINFORCED CONCRETE SLAB
PSi AT 28 DAYS MIN.
CONCRETE APRON &: CONCRETE CURB
RAHP
SECTION A-A
CORNER SIDEWALK CURB RAMP
~ 15. · 3'-10'
PLAN
SUFFOLK COUNTY S'FANDARD CURD INLE~T-~
FRAME & GRATE,
FRAME - TYPE B, PATTERN ff~B05
NON-MOUNTABLE CURD BOX (7-1-7)
GALVANIZED RETICULINE GRATE WITH
LOCK - PATTERN
A
VIEW
STANDARD CURB INLET STRUCTURE
NDTES,
1, ALL CBNCRETE TO DE 4,000 P,S,I, AT 28 DAYS,
8, PRBVIDE PIPE DPENINGS AS REQUIRED,
3, ADDITIBNAL INLETS TB DE SPACED 5' APART,
HIGH WATER LEVEL: 2~.0
SECTION A-A
NORMAL WATER LEVEL
TYPICAL POND DETAIL
BOTTOM EL. 17.0
(NOT TD SCALE)
NOT TO SCALE
'- 30 MIL PVC UNER
OR BENTONllE CLAy UNER
TYPICAL POND SECTION
NOT TO SCALE
/BELGIAN BLOCK (JUMBO)
6' MAX, /-ROAD SURFACE
/
3500 PSI CONCRETE~
/ AT 28 DAYS ON VIRGIN
UNDISTURBED
SOIL
SECTION
A-A
ON-SITE
BELGIAN BLOCK
SAND AND GRAVEL
J
}YPE N MORTAR JOINT
CONVEX FINISH (TYPICAL)
EXCAVATE TO SUITABLE
LEACHING MATERIAL
&¢ BACKFILL WI~H
SAND AND GRAVEL
W
TOPSOIL
NBTES~
1, CURBS SHALL DE SET TRUE TD LINE AND
GRADE ON POURED CONCRETE FOUNDATION TD
PRDVIDE A FIRM AND UNIFORM DEARING,
B, CURD DEPRESSED A'm' DRIVEWAYS 1~'
MAXIMUM ABOVE FLOW LINE,
BLOCK (JUMBO)
CONCRETE FOOTING
COMMUNITY
CURBING DETAIL
WHERE NOT ALONG CURS,
~ CURB.
STANDARD
STALL
~ m / (SEE D ~IS SHEEO
g'-o" ~'- o" ~8'-o'~ s'-o"
IONAL BLUE STRIPE (TYPICAL).
JE STHIPE
(TYPICAL).
NOT TO SCALE
PARKING AREA STRIPING AND ALIGNMENT DETAIL
-FLOW LINE
AT DRIVEWAY
NOT TO SCALE
1) IF STANDARD STALL IS ADJACENT TO HANDICAP HATCHED AISLF~ THE
STANDARD STALL IS PENMIIItK. U TO BE 8' IN WIDTH; OTHENWISE All STALLS
SHALL BE 9' IN WIDTH UNLESS NOTED ON PLAN,
2)ALL PARKING STALLS AND TRAFFIC MARKINGS SHALL RECEIVE TWO COATS OF
AN ACCEPTABLE PAVEMENT MARKING PAINT, APPMDD TO A MINIMUM iNET RIM
THICKNESS OF 15 MILS.
5) STANDARD PARKING STALL ENES SHALL SE WHIle 4- INCH WIDE STHIPES.
HANDICAPPED STALLS SHALL SE DELINEATED IN SLUE.
z~) A HANDICAPPED PARKING SiGN (P~-GC) SHALL SE PROVIDED FOR EACH
HANDICAPPED SPACE INSTALLED. (SEE DETAIL THIS SHEET)
5) )TIE PAVEMENT MARKINGS SHALL BE MAINTAINED PEEMANEN1LY ON THE
PAVEMENT SURFACE IN THE CONROURAllON SHO~IIN ON lHE APPROVED PLAN.
SETTING DETAIL
1/2' x 3 3/'S= PREMOLDED
BITUMINOUS EXPANSION JOINT
JOINT SEALE~
DETAIL 'A'
DETAIL 'B'
DETAIL
DETAIL 'A"~ ID~:~ANS~ON JOIN,.~ ~- CONTHACllON (CONTROL) JOINT
SECTION
PLAN
ON-SITE AND VILLAGE R.O.W.
CONCRETE SIDEWALK DETAIL
// 1/2" R
NOTE:
CONTROL JOIN]~ EVERY 4'-0"
EXPANEION JOINTS EVERy 20'-0'
ALL CONCRETE TO BE 4000 PSI -- AIR ENTRAINED
1
,, ASPHALT PAVEDMENT
: ;.' }7: '?. ~ [; :'?.~_~
~-CONCRETE AS~LEC.
· ' POURED CONCREIe
6= STABIUZED S~L
BASE COURSE, NYS
ITE]d1011, MATERIAL C
OR APPROVED EQUAL
CONCRETE CURB
NOT TB SCALE
SITE DETAILS c,~ BY,
THE HERITAGE AT CUTCHOGUE
~ NELSON & POPE ~"J~'~"