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3 1000-86-01-3.1 1000-86-01-3.3
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D.P.W.
782 TOTAL TOWERf f SNOW
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. 2,500 Gal- ° �,' SAND- -i
205.00' GRAVEL " r
S. 36°53'00" E. -CP fl o°° .o a r
°°° 52 BASE x3HIGH ��r N
OOp ,�,,...r+ 155 TOTAL O
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SCTM#: DRIVE`✓Ar Ar_CESS __ -_ .u k .." 100' x
1000-75-05-13 ?WASH
SCREENED
o STREET SAND
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SOUTHOLD 00000 p
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SCTM#: - TOWN
1000-75-05-12HIGHWAY Drainage o v,
Supplies
YARD
12 BASE x 1 HIGH eee
12 TOTAL
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ASE x 1 HtG foraga o_
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SCTM#: POLE BARN C&D , 12
1000-75-05-11 EQUIPMENT 8 8 cn
22 BASE x 2 HIGH 12 TOTAL
DRY STORAGE 44 TOTAL
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PECONIC LANE
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m Overall Site Plan NEW METAL D.P.W. BUILDING
N
I Scale: N T S
• DEMOLITION NOTES:
1. EXISTING MASONRY PORCH AND SIDEWALK SoWhWd Town
TO BE REMOVED BY OTHERS.
2. EXCAVATIONS, GRADING & THE SAW CUTTING
OF ASPHALT REQUIRED FOR THE NEW WORK
SHALL BE BY THE CONTRACTOR.
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C) N
PLATFORM
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ac,
i RAMP DOWN "v Rd. C
00 O ry
BROOM FINISH U P 4 R. v F-M r•+
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Z
A 3 RAMP DOWN - ■■ �./ G V
BROOM FINISH
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Z— - - — - - - - - - - - — o Q � o =
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2 --!� a, W ice,
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8"
5--0' 81-0. 181-01 3'-0- PITCH AS NEEDED 1/12 MAXIMUM
PLATFORM RAMP PLATFORM STEPS
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A.
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-' REPLACE EXISTING SID WALK r >:
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NEW CONCRETE CURBING-See Detail Sheet A-2 a O H
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RAMP ■■ - M O 0 =
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2._8. 54._8" 2'-8" GO N
Z o H
60._0.. V O N 6. M
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a�� q ti �► Drawing:
RAMP / ENTRY PLAN
SCALE: 3/16"=1'-0"
Ami
I Sheet# 1 Of - 3
3r-s- ED 13 -0- 8'-4" 16._4.
5'-8" 7'-4- 8 7._0. 8" 10'-4" 6'-0-
6" �Oo���00�1 �OWffll
♦--FINISH FLOOR
ELEVATION 0'-0"
EXISTING FOUNDATION DlS��u 11��U0�
151Y'C411111o0U l4
TW 0'-0' I TW (-)2'-8" TW 0'-0"
ao — TW 0._0. �., — bo U
ITW O 0'.8" TW 0'-0" r
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CD
2TW (-)0'-a— �TW 0 0"— — — TW 0.-0.. C� p 4-J
A�
W 3 .0
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6.. 5 0" 81-0. 181-0" CU V ?-•�
CL 3
5•-8" 26'-0" 6•-0- L W (�
3r-8'
RAMP FOUNDATION PLAN r
SCALE: 3/16"=1'-0" N
W
Z FS== z
50'Right-of-Way TOWN OF SOUTHOLD J y O .i
LO Z; C
12"MIN. 4'-0" SIDEWALK24"MINIMUM 9" H Q 3
8" 1"
Lu I TOP OF SIDEWALK ASPHALT WEARING SURFACE Y/ v O
O Saw Cut as Needed to accommodate !a
MINIMUM 2"ABOVE new work. O °� 0
TOP OF CURB
a ■■ N a1tJ5 C
GRADE PITCH 1/4"Per Foot �
111=111=111=11 ,:. N °�
— — =1 I EI I I—I I I-1 I ':m ,_
4"THICK SIDEWALK3,000 PSI
TYPICAL CONCRETE I I1=UNDISTURBED OR I
COMPACTED SUB-GRADE \\ �� Drawing:
\\\\
NEW 3,000 PSI CONCRETE CURB
UNDISTURBED SOIL
A=2
SIDEWALK & CURB - SECTION DETAIL t {{,
SCALE: 1/2"=V-0" —. 02
dF Sheet# 2 of3
PROVIDE 1 114"SCHEDULE 40 ,
• ALUMINUM PIPE RAINING SYSTEM.
(PAINTED BLACK)
PROVIDE CONTINUOUS WELD AT ALL JOINTS
PROVIDE 12"THICK CONCRETE PROVIDE 1 114"SCHEDULE 40
HAUNCH AT TOP OF STAIR ALUMINUM HAND RAIL INSTALL
PROVIDE 1 114"SCHEDULE 40 TO A.N.S.I.STANDARDS S OQ I�pQ5�h d p own
ALUMINUM HAND RAIL INSTALL (PAINTED BLACK)
PROVIDE CONTINUOUS WELDS Efi
TO A.N.S.I.STANDARDS (��Qjl(�;(a;p�Q��
(PAINTED BLACK) 3'-0"O.C. 1 AT ALL JOINTS
MAKE QUAL
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M a
U
GRADE I GRADE
CONCRETE FOUNDATION WALL W
8"THICK 3,000 P.S.I.CONCRETE Ca Q 4-J
FLOAT TOP OF WALL FOR ._J %"
A FINISH SURFACE. TYPICAL r', ^ V
8"x 16"-3,000 P.S.I.CONTINUOUS 4"THICK 3,000 P.S.I.CONCRETE ALL FILL BELOW CONCRETE SLABS PROVIDE SOLID CONCRETE BLOCKING r►� h+^i
CONCRETE FOOTING AT 3'-0"BELOW SLABS WITH 6x6-10/10 WIRE MESH SHALL BE CLEAN SAND&GRAVEL FROM TOP OF FOOTING TO PLACEMENT `,J h+�
GRADE.TYPICAL TYPICAL(PROVIDE BROOM FINISH) COMPACTED IN 12"LIFTS TO 95% OF CONCRETE STAIR-(12"Tred-8"Rise) M"'1 U 'Z
DENSITY. TYPICAL x
CROSS SECTION it 1 - 1 11 o 0 O
SCALE: 3/16"=1'-0" W
Q�
CL
CL
PROVIDE 1 1/4"SCHEDULE 40
ALUMINUM PIPE RAINING SYSTEM.
(PAINTED BLACK) h
PROVIDE CONTINUOUS WELDS
■
AT ALL JOINTS -j 3'-0"O.C. I W @ >:4.-8.. 12.. MAKE EQUAL� � � z
PROVIDE 1 1/4"SCHEDULE 40 Z
ALUMINUM HAND RAIL INSTALL kW y 0 .�
TO AN.S.1.STANDARDS — —�� O a _ J
(PAINTED BLACK) + Q Q �' a(l�5 .t
PROVIDE CONTINUOUS WELDS `* O V Qp to
AT ALL JOINTSH IN cm- N
0
g g R
GRADE GRADE r 00 O
,..:... N O Cd =
4"THICK P.S.I.CONCRETE O N
CONCRETE FOUNDATION WALL SLABS WITHITH 6 6x6-10/10 WIRE MESH o
8"THICK 3,000 P.S.I.CONCRETE El TYPICAL
FLOAT TOP OF WALL FOR F.O v 9--
A FINIRJq SH SURFACE. TYPICAL ALL FILL BELOW CONCRETE SLABS 4"THICK 3,000 P.S.I.CONCRETE PROVIDE 12"THICK CONCRETE V H L M
HAUNCH AT TOP OF STAIR
SHALL BE CLEAN SAND&GRAVEL SLABS WITH 6x6-10 110 WIRE MESH �D A/�G, N r Q N
CC
8"x 162'-3,000 P.S.I.CONTINUOUS COMPACTED IN 12"LIFTS TO 95% TYPICAL(PROVIDE BROOM FINISH) �� G
CONCRETE FOOTING AT 3'-0"BELOW DENSITY. TYPICAL ` A
GRADE.TYPICAL
Drawing:
CROSS SECTION It
2 - 2 "
a �-
A=3
SCALE: 3/16"=1'-0"
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Sheet# 3 of —3