HomeMy WebLinkAboutBldg Layout, Road & Drainage Plan DRA INA GE CRI TERIA
V =• ARC A = Area
R= 2' rainfall
C= I- pavement 0.3- other
C.B.s 1 8 2 C.B.s 5 & 6 C.B. 11
roadway 10,920 sq.11 roadway 6240 sq.fl. roadway 10320 sq.11.
parking 2,400 sq.fl. parking 4600 sq.11. parking 5400 sq.11.
pavement 13,320 sq:ll. pavement 10,840 sq.fl. pavement 15720 sq.fl.
13,320 = 0.17 x I = 2264cu.fl. 10,840 x 0.17 x l = 1843 cu.11. 15720 x 0.17 x l = 2672 cu.11.
Other 13, 772 sq.tl. other 15,604 sq.11. other 64562 sq.11.
13, 772 . x 0.17 x 0.3 = 702 cu.11. 15,604 x 0.17 x 0.3 = 796 cu.fl. 64562 x 0.17 x 0.3 = 3293 cull.
2966 cu./t. 2639 cu.ft. 5965 cu.fl.
2966 /68.4 = 43 V.F.18 = 5.4 2639/68.4 = .39 V.F 8 = 5 5965/68.4 = 87 V.F.18 = 11
Provide 4 /.p.s /00 8' deep Provide 4 /.p.s 10'0'8' deep Provide 8 /.p.s 10'0 8' deep
Naluralistic Drainage 8 Naturalistic Drainage 8 Naturalistic Drainage -
C.B,S 3 & 4
roedwav 5040 'sq.11. \
parking3200 sq.ft.
pavement 8240 sq.11.
8240 x 0.17 x I = 1401 cuft.
other 16750 ,sq.ft.
I 16750 x 0.17 x0.3 = 854 cull. G RP� ) -
2255 cu.fl. �N R� R Q
's 2255/68.4= 33 V.F.18 = 4.1
Provide 4 Lp.s 100 8' deep0OA A O F
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y ARE �� o n
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LINE 120 5 \ Or D
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h� OA 65.30 A OG��AT�Q N' r tone
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all \ � � i •
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roadway 7,800 sq.ft. °. " r Otz n
parking 5,200 sq.ft. g5' a\\ m Z o m Z
03
pavement 13,000 sq.fl. - ; o \ �, - /�,_ a z \ O %
216 \ o I3;o I
j 13000 x 0.17 x /= 2210 cu. ft. Ul .D
N o y \\ \\ ocn m� , CrP,a
other 14625 sq.fl. n m E `. c.e• - --- - ' - -- -- -
14625 x 0.17 x 0.3 = 746 cu.tt. M
2956 Cu fl. � Z 3y o iC br \\ e��� 6 g3 . m
2956/68.4 = 43 V.F.112 = 3 L.P.s 0 119r so /o \I r�R \` � \ V,
10'0 /2' deep & l L.P. 10'0 8' deep 2 32 qo5 / p2s \\
10• r _- \ \ /e
C.B.s 9 8 /0 _ 0,75
roadway 13,320 sq. ft.
parking 4,600 sq.fl. N Bz• �O. W o '
ds
pavement 17,920 sq.fl. °,�5`• PFtL n,o- L.P. 0 2 zos.�, m ro
17,920 x 0.17 x 1 =3046 cull. pao 0 1 - f RP E e c \ S5
LIN 1EBi�� �ralp0� P A II - i5+o �a5' w `�
other 30,364 sq.ft. 25 goNo s11MA .5 I o � I �V sEcnoN La✓ # � `
30,364 x 0./ 7 x 0.3 = /549 cull. - - ° j a °Ileea FOR190ND ESAhtf, n \\
4595 cult. 3 �a pr ee, 0 m
4595/68.4 = 67 V.F.112 = 5.6 N / Po, f�Y/ \ L N C
Provide 6 L.P.s 10'0 12' deep -- - -
6.0 V
Ig CiIM1-0
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5a
18.0 F
r y 0.o #B ?"% z2 . e 15•� ` \�
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ah
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/ � 110\ �� Ages �\\ \� \� k° 689"9
g2��
AREA =, 5 74.450.
I4
49639,
CERTIFIED TO• A \
Qo•a 1 � p
MOORES LANE HOLDING CORPORATION Po6 `I 74.45' "' GEE)
N S
MOORES LANE DEVELOPMENT CORPORATION S.-14-45-op
•
' SUPERIOR ABSTRACT
,i TRW TITLE INSURANCE CO. OF NEW YORK
LONG ISLAND SAVINGS BANK
t
i
� BUILDING LAYOUT & ROAD ' & DRAINAGE PLAN
I ICTIO
HAS BEEN FILED IN THE SUFFOLK COUNTY OF COVENANTS AND RESCLERK'SS MOORESLAND
OFFICE WHICH AFFECTS THIS PROJECT A T GREENPORT
Liber 11667 Pages 495 -500 TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 40 - 05 -
Scale: 12" 60'
Sept. 17, 1993
NO DATE REVISION
°rxAS'°�NT / 12/9/9 SE TTION LINES
2 12/9/9 SE ION L, PARKING
* & SCENIC BUFFER
AREA = 22.235 Acres 3 22/194 C.Bk ADDED
N 4 3/2/94 SCE(J�C BUFFER BOUNOARIE
6 312594 SECY(7NIUNESE. BOADDVED
ESTOMTEI
aONEW�
P CONIC SURVEYORS, P.C. -
(516) 765 - 5020
P. 0. BOX 909
MAIN ROAD SHEET 1 Of 2
SOUTHOLD, N.Y. 11971 ii/90 X93 e a-.og
87-293