HomeMy WebLinkAbout1000-55.-5-2.2no
PURSUANT TO SCDPW A48-291, THE EXISTING SECTION OF SIDEWALK ON
MAD ❑ ❑ u u 0 _ O
CR 48 YBE REMOVED AND SEEDED WITH GRASS AT THIS TIME. A COVENANTD OO Q D
HAS BEEN REQUIRED TO BE FILED AS A CONDITION OF APPROVAL OF THIS SITE U U UUU 11uEXISTING CURB CUT TO BE CLOSED & PAVING
PLAN THAT REQUIRES THAT A CONNECTING SIDEWALK BE INSTALLED AT THIS u REPAIRED AS PER SCDPW SPECIFICATIONS
LOCATION IF AND WHEN A SIDEWALK IS INSTALLED AT THE PROPERTY
ADJACENT TO THE WEST (LIBER _PAGE _,roar VMN"TqTrATfe" 11 1
WIN
CHA LIN INK FENCE
ENTRANCE ONLY
DO NOT EXIT
NEW
ASP�ALT
PAVED AREA U'=
CONC. SIDEWALK'S
9' o
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�— EXTG. APPROVED
SEE LANDSCAPE PLANS (SHEET SSI) FOR
ALL PLANTING REQUIREMENTS
PROPERTY LINE EXTENSION
FOR CALCULATING SIGHT LINES
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ING WALL
00
/ N PARKING TO BE
REORIENTED N
.. ............. .•.'.-.•...•.'.-..•.'.'.•.'.•. . $ o��z
. ' . SWINGING EXISTING WALL MOUNT LIGHT FIXTURE (TYR) 9 7
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• - .. • • - ♦ •� 26W COMPACT FL000RESCENT OR EQUAL
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: ::::::::::.:::::::::.:.:::::::. .:::::::.:::::::.:.:..:.ollo/ 13
. _ EXISTING ASPHALT /
,:,: :•:-:• :•:•:.ry,• PAVEMENT /
REMPE
'RESIDENTIAL OFFICE'
GENERAL SITE PLAN
SCALE: 1 "=20'
ALL SITE DATA FROM A SURVEY BY
PECONIC SURVEYORS, PC, SOUTHOLD NY
04.04.97 / REVISED 03.06.04
1988 NAVD CONTOURS INTERPOLATED FROM SURVEY AND SUFFOLK GIS WEBSITE
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41 01 340'.:t
TIDY CAR
45450 COUNTY ROAD 48
YOUNGS AVE. & NORTH ROAD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
TAX MAP NO. 1000-55-05-2.2
PROPERTY OWNER:
J
J
WILLIAM PENNEY
J
J
c/o TOM MCCARTHY
M
'R i
T
MCCARTHY MANAGEMENT, In,.
46520 RTE. 48
36�
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.'.'.'.•..'.'.'.".•.'.'.'.•...•.'.•.•.•.'.•.•.-.•...'.'.'-�- .'.'. .' PREP AREA
. . . . . . . . . . . . . .
W
ZONING CLASSIFICATION
B -GENERAL BUSINESS
PROPOSED USE
MOTOR VEHICLE SALES/OUTDOOR SALES
TOTAL AREA OF SITE
1.4963 ACRES / +65,179 SQ.FT.
SETBACKS:
Q
m
/
25 FT.
m
. . . . . . . . . . . . . . . .
FOR SOLD
50 FT.
REAR YARD
37.4 FT.
co
FRONT YARD
87.4 FT.
m
MAX. BUILDING HT.
35 FT.
Z
AREA OF EXISTING BUILDING
/
WOOD R
AREA OF PAVEMENT
. .'.'.'.•.'.'.'.'.'.'.'. .'. .'.'. . .'.'.'. . . .'.'..'J'.'.'.'.'. CAMPERS
a
AREA OF GRAVEL
2.590 SQ. FT. (3.9%)
AREA OF GRASS SERVICE
Q-'
QJ
AREA OF CONCRETE WALK
468 SQ.FT. (0.8%)
b
NATURAULANDSCAPED
Wj
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(ASPHALT)
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COVERAGE: (BUILDING)
ALLOWED -19,555 SQ.FT. OR (30%)
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EXISTING - 3,870 SQ.FT. OR (5.9%)
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COVERAGE: (LANDSCAPING)
0100
MINIMUM LANDSCAPED AREA REQUIRED
-
:.:.:.....:.:.:. . .'.•.'.'. .'.'. .`. .'•.'.'. /'.•.'. .'
• : • .:. - .: GRASS SALES AND SERVICE YARD- .
F-
22,814 SQ.FT. OR(35%)
PROPOSED - 23,486 SQ.FT. OR (36 %)
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PARKING CALCULATIONS
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EXISTING PARKING:
15 SPACES
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(Approved as per Southold Planning Board, Sept. 14, 1987)
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PROVIDED PARKING:
15 SPACES (REORIENTED)
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40 W 60.73' S 76° 7' <FV
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224.44'
REMPE
'RESIDENTIAL OFFICE'
GENERAL SITE PLAN
SCALE: 1 "=20'
ALL SITE DATA FROM A SURVEY BY
PECONIC SURVEYORS, PC, SOUTHOLD NY
04.04.97 / REVISED 03.06.04
1988 NAVD CONTOURS INTERPOLATED FROM SURVEY AND SUFFOLK GIS WEBSITE
x,rN"LwN o
v cRnKLr�T
\,UTH0LJ)
ipr-
41 01 340'.:t
TIDY CAR
45450 COUNTY ROAD 48
YOUNGS AVE. & NORTH ROAD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
TAX MAP NO. 1000-55-05-2.2
PROPERTY OWNER:
J
J
WILLIAM PENNEY
J
J
c/o TOM MCCARTHY
M
'R i
T
MCCARTHY MANAGEMENT, In,.
46520 RTE. 48
SOUTHOLD, NY 11971
I,-
O
O
T
SITE DATA
W
ZONING CLASSIFICATION
B -GENERAL BUSINESS
PROPOSED USE
MOTOR VEHICLE SALES/OUTDOOR SALES
TOTAL AREA OF SITE
1.4963 ACRES / +65,179 SQ.FT.
SETBACKS:
Q
m
ONE SIDE YARD
25 FT.
m
SIDE YARD TOTAL
50 FT.
REAR YARD
37.4 FT.
co
FRONT YARD
87.4 FT.
m
MAX. BUILDING HT.
35 FT.
Z
AREA OF EXISTING BUILDING
3,870 SQ.FT. (5.9%)
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AREA OF PAVEMENT
16,221 SQ.FT. (24.9%)
a
AREA OF GRAVEL
2.590 SQ. FT. (3.9%)
AREA OF GRASS SERVICE
18,544 SQ. FT. (28.5%)
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AREA OF CONCRETE WALK
468 SQ.FT. (0.8%)
b
NATURAULANDSCAPED
23,486 SQ.FT. (36%)
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COVERAGE: (BUILDING)
ALLOWED -19,555 SQ.FT. OR (30%)
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EXISTING - 3,870 SQ.FT. OR (5.9%)
0
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COVERAGE: (LANDSCAPING)
0100
MINIMUM LANDSCAPED AREA REQUIRED
-
F-
22,814 SQ.FT. OR(35%)
PROPOSED - 23,486 SQ.FT. OR (36 %)
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PARKING CALCULATIONS
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EXISTING PARKING:
15 SPACES
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(Approved as per Southold Planning Board, Sept. 14, 1987)
Q a
PROVIDED PARKING:
15 SPACES (REORIENTED)
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1. PRODUCTS SHALL ONLY BE DISPLAYED WITHIN THE DESIGNATED AREAS T=ofr-:T.hc!J
DESCRIBED AS "DISPLAY A.REA" & "STAGING AREA" SHOWN ON THE �M"'�'�1��'�==''�►�
PLANNING BOARD APPROVED SITE PLAN.�i�--����.-!
DOCO la773
2. ITEMS TO BE DISPLAYED &4ALL BE LIMITED TO ACCESSORIES FOR TRUCKS,
TRAILERS AND RECREATIONAL VEHICLES ONLY. THIS SPECIAL EXCEPTION
PERMIT DOES NOT AUTHORIZE THE EXPANSION OF RETAIL SALES INTO
PRODUCTS ASSOCIATED WITH WATER CRAFTS, CANOES, KAYAKS, WATER
SPORTS OR CAMPING EQUIPMENT, AS PROPOSED IN A LETTER FROM
THOMAS J. MCCARTHY, THE APPLICANT'S AGENT, DATED SEPTEMBER 9, 2010
AND,
3. THE ZBA RESERVES THE RliGHT TO HOLD A HEARING ON THIS NOTICE TO
CONSIDER RESCINDING THE SPECIAL EXCEPTION IF IT IS DETERMINED
THAT THE PROPERTY OWNER IS IN VIOLATION OF THE ABOVE STATED
CONDITIONS.
PLANNL4G BOARD CONDITION
NO DISPLAY ITEMS SHALL BI LOCATED OUTSIDE THE BOX DESIGNATED AS VAY 13 2014
DIPLAYAREA. 6
4e, s• h ._shq[[ - b� n �r>alI y 4. &1 dvo es -b
_SI musk be- flcb\AJ 6y- � ��on i.� sd, -
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DATE:
I
12.21.05
SCALE: AS NOTED'
SHEET
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I I GRASS SERVICE AREA
I 18,544 SQ. FT.
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/ APPROXIMATE LOCATION
SANITARY SYSTEM \
EXISTING (TO BE CONFIRMED) \
A CATCHBASIN
ASPHALT PAVED AREA
15,838 SQ. FT. o
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ASC \ CONCRETE WALK6REAS, A i
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` R.E. 36. 468 SQ. FT. 3(r ` .' R.E 357 I
vill` `.
,
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ROOF AREAS
3,870 SQ. FT. / EXISTING
1E. 35.5-,ATCHBASIN
,
J77CCCC
1110
- �\ A
' ` R.E. 34.
B ,
-- � a/C
.E. 36.2 / �" ` EXISTING
/ O / / `--
/ , DRYWELL
A/C /
/ - E. 35.6
35/
,off`
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ELEV. 36.5
DARK BROWN
LOAM
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BROWN SILT
Alm
PLAE BROWN
FINE TO
MEDIUM SAND
DRAINAGE AREA PLAN
SCALE: 1"=20'
0.0 ALL SITE DATA FROM A SURVEY BY
PECONIC SURVEYORS, PC, SOUTHOLD NY
10' 04.04.97 / REVISED 03.06.04
1988 NAVD CONTOURS INTERPOLATED FROM SURVEY AND SUFFOLK GIS WEBSITE
5.0'
I SP 117.0'
TESL" HOLE
NO SCALE / NO WATER ENCOUNTERED
TEST HOLE PERFORMED
BY MCDONALD GEOSCIENCE 05.08.12
i
HS -20 RATED LOCKING
CAST IRON COVER
OR GRATE TO GRADE
GRADE
9"0 PVC PIPE FROM I
ROOF OR CATCH BASINS
SLOPE MIN. 1/47FT.
!-�-3'
15"0 CORRUGATED PVC
PIPE INTERCONNECTION MIN. --
FROM ADJACENT POOLS.
(TYPICAL n ®❑ ® a
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VA'RAP ENTIRE DRAINAGE -4—, o
STRUCTURE W/ 6 OZ. NON-
WO'V;6=-N GEOTEXTILE FABRIC
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12" MIN.
24" MAX.I
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81 2' IN.
GROUND WATER
ACKFILL MATERIAL TO BE
CLEAN SAND AND GRAVEL
STORM WATER LEACHING POOL
;Do_d.
Fc
KEY MAP
340'
41 of 340'.:1
DRAINAGE NOTES - =4 4ERCIA
1. ALL PRECAST CONCRETE PRODUCTS TO BE AS PER LONG ISLAND
PRECAST INC. OR EQUAL, AND TO BE SET ON CLEAN,
UNDISTURBED GRANULAR MATERIAL CAPABLE OF SUPPORTING
DEAD, LIVE AND TRAFFIC LOADS. BACKFILL WITH CLEAN SAND TO
3' MINIMUM AROUND DRYWELLS. BACKFILL MATERIAL TO BE WELL
TAMPED (90% COMPACTION). ALL PLASTIC DRAINAGE PRODUCTS
TO BE AS PER ADVANCED DRAINAGE SYSTEMS, INC. OR INVISIBLE
STRUCTURES, INC. OR EQUAL. PROVIDE SHOP DRAWINGS TO
ARCHITECT FOR DUCTILE IRON GRATES ATOP INLET FITTINGS.
2. ALL CONNECTIONS BETWEEN CATCH BASINS AND LEACHING
POOLS TO BE 15' DIA. CORRUGATED POLYETHYLENE PIPE OR AS
OTHERWISE SPECIFIED IN DRAWINGS. ALL CONNECTIONS
BETWEEN DOWNSPOUTS AND LEACHING POOLS TO BE 6"
CORRUGATED POLYETHYLENE PIPE EXCEPT IN MULTIPLE
CONNECTIONS, WHERE DRAIN PIPE SHALL BE INCREASED TO 9" OR
AS OTHERWISE SPECIFIED IN DRAWINGS. PROVIDE GROUTED
JOINTS AT CATCH BASINS AND POOLS.
3. CATCH BASIN COVERS SHALL. BE CAMPBELL FOUNDRY PATTERN
NO. 3408 OR APPROVED EQUAL. PROVIDE FILTER SCREENS BELOW
INLETS UNTIL ALL SITE WORK HAS BEEN COMPLETED. PROVIDE
MAINTENANCE OF FILTERS UNTIL PROJECT IS COMPLETED. ALL
DRAINAGE RINGS TO BE WRAPPED W/ 6 OUNCE NON -WOVEN
GEOTEXTILE FABRIC.
4. CONTRACTOR SHALL HAVE THE ENTIRE WORK AREA TONED FOR
j EXISTING UTILITIES. ALL UTILITIES SHALL BE CLEARLY MARKED
C OUT. LOCATION OF DRAINAGE COMPONENTS MAY NEED TO BE
REVISED TO CLEAR UTILITIES.
L
5. THE TOP OF THE LEACHING POOL SHALL BE BOLTED SOLID TO THE
LEACHING POOL RING. ALLOW FOR A 4' ADJUSTMENT IN
ELEVATION BETWEEN LEACHING POOL TOP AND INLET GRATES.
6. ALL TRENCHES, CATCH BASINS AND DISTRIBUTION POOLS SHALL
BE CHECKED MONTHLY FOR DEBRIS. ALL WATERWAYS SHALL BE
CLEANED OF ANY DEBRIS TO MAINTAIN PROPER FLOW AND
PERCOLATION.
7. SYSTEM HAS BEEN DESIGNED FOR A 2" RAINFALL IN A 24 HOUR
PERIOD. (5 YEAR STORM EVENT)
APPROVED BY
PLANNING BOARD
TOWN OF SOUTHOLD
DATE
TIDY CAR DRAINAGE CALCULATIONS
AREA RUNOFF ADJUSTED 2" EVENT RETENTION RETENTION USED: DRYWELL DEPTH
ZONE (F2) FACTOR RUNOFF AREA (150% EVENT) REQUIRED 8'0 DRYWELL.S
USED (F2) (F) (173) M (F)
ASPHALT DRIVE/PARK
& CONCRETE WALKS 16689
(A) & (A/C)
ROOFS (B) 3870
PERVIOUS GRAVEL 2590
(D)
TOTALS 23149
1
1
3870
2/12
2/12
iwt?+
645
N
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12
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RETENTION
PROVIDED
(p)
3545
760
RETENTION
PROVIDED
N
127
118
.6
1554
2/12
259
2
5
422
163
-
22113
-
3686
-
-
4726
128%
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FOR ULATING SIGHT LINES
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I / 1
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ROADWAY SPECIFICATION PLAN
SCALE: 1 "=20'
ALL SITE DATA FROM A SURVEY BY
PECONIC SURVEYORS, PC, SOUTHOLD NY
04.04.97 / REVISED 03.06.04
1988 NAVD CONTOURS INTERPOLATED FROM SURVEYAND SUFFOLK GIS WEBSITE
RAMP
9•NEpROiID -
SECTION A -A A.a
BLDPW�RCW-TYK 1
SECTION B -B `""•"` '�
u
CONTRACTION JOINT
A \ (TYPICAL EACH SIDE)
PLACE EXPANSION JOINT
AT BACK OF CURB
PLAN VIEW
SCDPW HANDICAP SIDEWALK RAMP - TYPE 1
NOT TO SCALE
ONE (1) APPLICATION
OF 3/s" CRUSHED
BLUESTONE & OIL
—3" ASPHALT BINDER
—4" RCA BASE
...........
DRIVEWAY SECTION
CONSTRUCTION METHOD APPLIES ALSO TO PARKING AREA
NOT TO SCALE
1 IN 3 SLOPE MAXIMUM
0 MEET EXISTING
NE HALF OF ROAD F
10' AND VARIES
1 CONCRETE SIDEWALK -8' SNOW STORAGE STRIP-
0
CURB TYPE A- ITEM
INDPE 1Ar/FT
OUREDCONCRETE SIDEWALK\
\ EEDING (ITEM 123) OVER 8 X\ X 8\A H ��ING (I tITEM 51 D) 01
/. (ITEM OPSOIL /. \(1/ M /.) EEDITEM 23) OVER //�\/�\/�\/�\/�\/�\/�\/� PREPARED 6- TOPSOIL (ITEM 121)
TOWN OP SOUTHOLD
STANDARD ASPHALT ROADWAY
Right -of -•way Right -of -tray
so' - o'•
I 1
25' - 0" 25' - 0"
IO' -0" 6'-0" 9'-0" 91-0" 6'-0" 10'-0"
t 16• ROAD SECTION
t 1
3" CROWN. I
(typicall
4"
SLOPE 1:31\72
TOPSOIL
MAX. TO
EXISTINGTO BE CLEARED
GRADE RAYED 4 SEEDED
y" DTVDER COURSE
3/4" STONE BLEND OR
CRUSHED CONCRETE
NO SCALE
Prepared and Approved Ey DRAVINC
Reeomended By: Supe ntandent of Highways NUMBER
1.
JAMES A. RICR'TER f> �� . Apr11 20, 1993 15-3
ARCHITECT RAYMOND L. JACOBS DATE
TOWN OF SOUTHOLD
STANDARD STONE BLEND ROADWAY
Right -of -Way Right -of -Way
25' - 0"
F CL
I I 1
I �
12' - 6" 12' - 6"
V-0" 16'-0" ROAD SECTION
I �
1 � I
3" CROWN I
_(typical
EXISTING BANK RuK OR OTHER
SUITABLE MATERIAL
NO SCALE
Prepared and Approved By DRAVINC
Recoseended By: Sine taeddeet of Righ'weys VIUMSElt
JAMES A. RICiRA /�/�P�/.- April 20.E 11993 15-4
ARCHITECT RAYMOND L. JMMBS DATE
OIL & STONE
� 3" ASPHALT BINDER COURSE
m
SUB -GRADE
NOTE:
CONCRETE TO BE 3500 P.S.I. @ 28 DAYS
PROVIDE EXPANSION JOINTS @ 20' O.C.
W/ 1/2" BITUMINOUS JOINTS.
TYPICAL CURB SECTION
17 • _ �.
TOP COURSE
,� •4'ASPHALT CONCRETE BINDER•
MAINTAIN EX PE
/ ITEM 70B SUBBASE COURSE (RCA) - ITEM 4S
NOTE: CONCRETE TO BE 4000 P.S.I. a 28 DAYS
CLASS A BLUESTONE
PROVIDE EXPANSION JOINTS a 2(Y O.C. W/
BITUMINOUS JOINTS 0WICAL)
A HIGHWAY AND SIDEWALK RESTORATION (AS PER SCDPW)
SCALE: 3/4" =1'
4" RCA BASE
Al
ITEM 10909.0102 I4-1 ITEM 10908.0103 To,, I ITEM 10e0•.0102 14'1
MAX. SLOPE 1: IPORIYFn/ WIDTH
•E6 MOTE 2
3• WIDTH &CNN ON PLANS 3•
HIGHWAY BOUNOYIYL I
I't- SCE TABLE NO - — —
NOTE I w
N4• ExPA"SIOM JOINT
DRIVEWAY GON5TRUCTION PLAN
r
5CALE. N.T.5. .. LA - ELF.n 7 ��LJ. a L-•�. a..-...;•.,.., -.
TfTnV w� G. r•; ��.- -t.•^• �y. _.. r.� .a
t
I. THIS SIDM MAY I# ReDt"D TO V4• / Fr. AS N^CeSSARY ►d1 5MK'R 0TTRNWErP
M6 TO ADJACZK k 1 orntmS. <� ?' Y'w o CHI �� \ =i•'' �{ ai �' � ,- �� ERCT-n>.r�.f,� � •L`f`l C,L'AL
7. DIME WACE5 5HALL Be 6IVEN A YIP RESISTANT TEMUTE. A CCU;" OR0014 EECN PtWVDCLAR To 5T ev" POPE 5 AccrMAatc-
IE Q •.� : Y E lily E{ i ";' "SPY >� `.:,•,, 1��5 �1r•' r,,,,v 't
C
ITEM L15T FOR N,Y.5.D.O.T. REQ. Sourxocn r p Vu �`-V 4` ;s;
Z Z LP• D �(• Y'•� 1{{00' r� 9
ITEM NO. DESGRIFTION
10605DI02 CONCRETE 51DEWALK - LNREINPORCED
..z.-..........�...,ier.,..A:.•a.:.l',':..... -- .-...-.w-....Y.`.....,.........,........,.-,a.»..ti._...,.a�..w.::...........,.'s.�...tir-:.:�.:.a.,: -Ain CREr F—DR �pn0 I°� Cf J �•^
KEY i1�AP
1"=340'
340' 0' 340' 680'
I C M\ -Z- tAY
1
FULL HEI&HT CURB
3/4' /1'T. V4' /PT.
,
7' t •, ° •A •°
f s --SEE NOTE FOF2
A5P14ALT DRIVEHAY
DRIVEWAY CURB 5ECTION
DRIVENAY SEGTION A -A
SCALE. N.T.S. - -- -
1wtE51
1. DETAILS SHOW METHOD OF 51-Op1NG AND C0W-7TRU6TIN7 DRIVEWAY APRONS.
1114EFE COW -RETE 51DEWALK 15 NOTfREWRFD d 'DIRT" DRIVEWAYS NOT
SPECIFIED THE DRIVEHAY 15 TO BE GON5TRIIGTED OP 3" OF ITEM &O8A2OI AND
GON5TRUGTED TO THE LAYOUT AND 51_011155
ITEM 10608.2801 ASPHALT GONGPETE SIDEYgALKS AND 61GYCLE PATHS
extstrlg p!+vt
TOP Item 402.0g6301H 4
-- --T -
i"
'
SLOPE -1:3 TOPSOIL
J
MAX. TO TO BE
; >gi
EXISTING CLEARED
n ; a
GRADE
_II�
RARER i
1 as
SEEDED
EXISTING BANK RuK OR OTHER
SUITABLE MATERIAL
NO SCALE
Prepared and Approved By DRAVINC
Recoseended By: Sine taeddeet of Righ'weys VIUMSElt
JAMES A. RICiRA /�/�P�/.- April 20.E 11993 15-4
ARCHITECT RAYMOND L. JMMBS DATE
OIL & STONE
� 3" ASPHALT BINDER COURSE
m
SUB -GRADE
NOTE:
CONCRETE TO BE 3500 P.S.I. @ 28 DAYS
PROVIDE EXPANSION JOINTS @ 20' O.C.
W/ 1/2" BITUMINOUS JOINTS.
TYPICAL CURB SECTION
17 • _ �.
TOP COURSE
,� •4'ASPHALT CONCRETE BINDER•
MAINTAIN EX PE
/ ITEM 70B SUBBASE COURSE (RCA) - ITEM 4S
NOTE: CONCRETE TO BE 4000 P.S.I. a 28 DAYS
CLASS A BLUESTONE
PROVIDE EXPANSION JOINTS a 2(Y O.C. W/
BITUMINOUS JOINTS 0WICAL)
A HIGHWAY AND SIDEWALK RESTORATION (AS PER SCDPW)
SCALE: 3/4" =1'
4" RCA BASE
Al
ITEM 10909.0102 I4-1 ITEM 10908.0103 To,, I ITEM 10e0•.0102 14'1
MAX. SLOPE 1: IPORIYFn/ WIDTH
•E6 MOTE 2
3• WIDTH &CNN ON PLANS 3•
HIGHWAY BOUNOYIYL I
I't- SCE TABLE NO - — —
NOTE I w
N4• ExPA"SIOM JOINT
DRIVEWAY GON5TRUCTION PLAN
r
5CALE. N.T.5. .. LA - ELF.n 7 ��LJ. a L-•�. a..-...;•.,.., -.
TfTnV w� G. r•; ��.- -t.•^• �y. _.. r.� .a
t
I. THIS SIDM MAY I# ReDt"D TO V4• / Fr. AS N^CeSSARY ►d1 5MK'R 0TTRNWErP
M6 TO ADJACZK k 1 orntmS. <� ?' Y'w o CHI �� \ =i•'' �{ ai �' � ,- �� ERCT-n>.r�.f,� � •L`f`l C,L'AL
7. DIME WACE5 5HALL Be 6IVEN A YIP RESISTANT TEMUTE. A CCU;" OR0014 EECN PtWVDCLAR To 5T ev" POPE 5 AccrMAatc-
IE Q •.� : Y E lily E{ i ";' "SPY >� `.:,•,, 1��5 �1r•' r,,,,v 't
C
ITEM L15T FOR N,Y.5.D.O.T. REQ. Sourxocn r p Vu �`-V 4` ;s;
Z Z LP• D �(• Y'•� 1{{00' r� 9
ITEM NO. DESGRIFTION
10605DI02 CONCRETE 51DEWALK - LNREINPORCED
..z.-..........�...,ier.,..A:.•a.:.l',':..... -- .-...-.w-....Y.`.....,.........,........,.-,a.»..ti._...,.a�..w.::...........,.'s.�...tir-:.:�.:.a.,: -Ain CREr F—DR �pn0 I°� Cf J �•^
KEY i1�AP
1"=340'
340' 0' 340' 680'
I C M\ -Z- tAY
1
FULL HEI&HT CURB
3/4' /1'T. V4' /PT.
,
7' t •, ° •A •°
f s --SEE NOTE FOF2
A5P14ALT DRIVEHAY
DRIVEWAY CURB 5ECTION
DRIVENAY SEGTION A -A
SCALE. N.T.S. - -- -
1wtE51
1. DETAILS SHOW METHOD OF 51-Op1NG AND C0W-7TRU6TIN7 DRIVEWAY APRONS.
1114EFE COW -RETE 51DEWALK 15 NOTfREWRFD d 'DIRT" DRIVEWAYS NOT
SPECIFIED THE DRIVEHAY 15 TO BE GON5TRIIGTED OP 3" OF ITEM &O8A2OI AND
GON5TRUGTED TO THE LAYOUT AND 51_011155
ITEM 10608.2801 ASPHALT GONGPETE SIDEYgALKS AND 61GYCLE PATHS
extstrlg p!+vt
TOP Item 402.0g6301H 4
-- --T -
Item 4020g53011H
'
BNVDER Item 402Jg8gOM 4
Item 402.1gB9011H
J
IY
J
; >gi
BA5E Item 402318gOIM t
n ; a
Item 402318gOlim
_II�
1 as
r11_
O
O
*
Item 11304.1011
,
A-- ITEM I0409.o903 (FULL DEPTW APPROVED BY
DETAIL
HEETIN6 EX15T. A5PHALT PAV'f
(NO RESURFACIW.,) PLANNING BOARD
ITEM 10403.0403 SAK CVr Mi& ASPHALT / C.ONGRem
NOTM
ALL LAND MUST Be 01`-04 TO TRAFFIC B?FoRe q AM AND
Ar TER 3 PM. NO LANE• Gl0511465 ARI! PERMITTED ON PeCKENVS
OR HOLIDAYS. NKhIIIME LANs CUJSIW,5 WELL NOT EkE
PERMITTrV WITHOJT PRIOR APPPOVAL FROM THE STATE
P[RMIT IrGr ECTOR TRAPPIG GONTRdL SILTi45UTiIJ7CD AS PCR RiC1,LATIO\S.
EXAMPLE OF TRAFFIC CONTROL
AT 5HOULDER WORK AREA
ACCORDING TO FIGURE 302.q OF THE N.Y.5.0.0.T.
MANUAL OI' TRAFPIG GOVTROL DEVICE5
SCALE, N.T.5.
NOTES,
I. 5EE SECTIONS 234.10, 238.1, 238.4; 238.1, 2542, -
3012. AND 5(15CHAP7ER 5,
2. FOR TRAN5ITION LENGTH, L 5[E SECTION 301.12
LE&E140
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DRAWN BY:
LR
DATE: 12.21.05
SCALE: AS NOTED
SHEET
9300
OF 4 SHEETS
MAY 13 2014
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MAY 1 Lu��