|
0
<br />r
<br />a3)103H0
<br />0
<br />• X
<br />• z
<br />M3210 a13I3
<br />z
<br />O
<br />FND CIM
<br />900.5
<br />cn
<br />co
<br />cs)
<br />0
<br />283
<br />712.03
<br />OHO
<br />OHU-
<br />- oHU
<br />260
<br />- oHU
<br />- ()HU
<br />- oHU
<br />_ 0HU`��J
<br />DRAINAGE & UTILITY
<br />EASEMENT
<br />FND IP 1/2"
<br />905.2
<br />1 31 4
<br />260
<br />- 01- OHU - OHU
<br />0
<br />rn
<br />9Z/LZ/LO - s;uawwo0 k;10
<br />rcoDmco
<br />1 r= C x j 0
<br />mmmD=;CI oc
<br />O5zcn
<br />DO-0-mow-<mm
<br />cmo0DW5- moc
<br />r(n2C-<z-ioom0
<br />m-O-
<br />2 ▪ o 1- 7< p o z m m o
<br />oz0 mz>020
<br />0m c
<br />Omm)m171c
<br />m7,Om>->-150
<br />OD-1 1z5>z()
<br />=IKDpzImmx
<br />K▪ mmcm-mc
<br />m(n��0-immwp
<br />(1)Ax(cy*G)
<br />m00• A-i Fr 0Oc0z
<br />(nXA• m
<br />>>-_�
<br /><OzDnCT)
<br />m -n 0 .
<br />co
<br />'9Z0Z nf 30 /Cvp a;£i slip papa
<br />-1
<br />1
<br />0
<br />O30
<br />N M(xc
<br />i
<br />e• n
<br />zm • rn
<br />> ▪ (� C
<br />H 4 ',vl
<br />=gym
<br />C7
<br />0
<br />0
<br />•?I0.4 OEPIVd ftd
<br />0
<br />D
<br />m
<br />m
<br />0
<br />z
<br />WE
<br />►LSON
<br />1-0002
<br />)AC
<br />- g House
<br />AD
<br />CD
<br />p,
<br />(/1
<br />o
<br />C
<br />Ct D• E'
<br />C▪ D
<br />ci) CD
<br />0CD
<br />C/1 p
<br />• "
<br />C
<br />O .a
<br />W
<br />W 8
<br />(D
<br />CD
<br />0
<br />co
<br />SID
<br />111
<br />o'
<br />a.
<br />m
<br />0
<br />CD
<br />CD
<br />/(TunoO eiouy
<br />60'o�S-Z£'�Jb-9Z:dM1
<br />-0H LJ--
<br />Offsite Basin
<br />NIty 880.0
<br />FND IP 12251
<br />899.8
<br />OHT�-OHU
<br />Future Thru Street
<br />-(need CDS Length
<br />Variance, over 600 ft)
<br />ND IP 12 1 / 2 IRONS
<br />55.7
<br />42'E
<br />11J 42'S 0 CORNER
<br />M�
<br />C h�
<br />u
<br />y
<br />rri
<br />T1
<br />tri
<br />tri
<br />FIRM Panel
<br />Floodway
<br />i
<br />00
<br />LO
<br />co
<br />CD
<br />061
<br />OHU
<br />OHU�-
<br />CO
<br />N
<br />cn
<br />01
<br />0-
<br />a)
<br />0)
<br />0
<br />BSBL
<br />to
<br />U
<br />a)
<br />L - -
<br />Temp CDS
<br />L1/B1
<br />IIIIIIIIIIIII
<br />B1-L 1
<br />129,864 sf
<br />_\
<br />282.0
<br />s
<br />lase - 1950
<br />to
<br />(D
<br />Q
<br />D
<br />as8
<br />(n
<br />(5
<br />n
<br />-0
<br />0
<br />210
<br />Basin1W
<br />Top of
<br />Sand-868.0
<br />HWL-872.1
<br />- - BSBL - BSBL
<br />856 54'
<br />BS
<br />B3-L 9
<br />145,569 sf
<br />L9/B3
<br />BSBL 4-- BSB
<br />sv
<br />C
<br />36
<br />1
<br />650
<br />W W
<br />W W
<br />883 3W W W
<br />4,
<br />34
<br />108
<br />(D
<br />-O
<br />n
<br />D
<br />/ INAGt & '8UTILITY
<br />tASEMENTW
<br />Septic (A)
<br />Septic (P)
<br />4, 4,
<br />W 4, 4, 4, 8
<br />W W W W W
<br />W 4, W W W 4,
<br />W 4, W W W
<br />W W 4, 4, 4, 4,
<br />' ' 4' ' '
<br />4, 4,
<br />883 7
<br />W W
<br />sfr Weejand #1 4, 4, '
<br />HWL - 884.1
<br />4, 4, 46 4, 4, 4,
<br />' 4, 4, 4, 4, 4,
<br />W W 46 W 4, 4,
<br />' 4, 4, 4, 4, 4,
<br />46 4, ' ' '
<br />W W 'Y 'Y 'Y W
<br />46 4, W W
<br />4, 4, 4, 4,
<br />4 W
<br />4 W 4,
<br />! BSBL
<br />J L
<br />J
<br />7
<br />L _
<br />H
<br />J
<br />U1
<br />0
<br />J
<br />L2/B 1
<br />B1-L 2
<br />117,740 sf
<br />L - - L-100
<br />m01
<br />NJ
<br />210
<br />210.0
<br />L8/B3
<br />/ 4, 4, 4,
<br />W 4, 4, 4,
<br />/ W W W W
<br />w W "Wetland #7 * 847.4 v * w
<br />/ 4, 4, 4, W W W 4, ----W
<br />W 4, 4, W 4, W W W 46 46
<br />W 'Y
<br />854,1 'y
<br />W 4, 4,
<br />W 4, 4,
<br />856 4
<br />W Y Y
<br />W
<br />V
<br />V
<br />Y
<br />4,
<br />sv
<br />W W W
<br />4, 4, W 4, 4, 4, 4, 4, 46 46
<br />W W W 4 4, 4, 4, W W W W
<br />4, W W 4, 'Y 'Y 'Y
<br />W W W 4, 4, 4, 4,
<br />W W W W 4, 4' 4' W W W 4, 4, 4'
<br />W W W 4, 46 ' W W W W 4, ' W
<br />W 4, 4, 4, W y y 4, 4, 4, 4, y W W
<br />si/BSBL BSBL -4- BSBL
<br />113 CIA
<br />130
<br />CD
<br />•
<br />3/3 CD
<br />3JYDS O.L ION
<br />• /sY
<br />260
<br />1
<br />1
<br />1
<br />1
<br />1
<br />B3-L 7
<br />128,302 sf
<br />L7/B3
<br />SURVEY LINE
<br />Flood Fringe
<br />FIRM Panel
<br />Floodway
<br />Flood Fringe
<br />in
<br />Septic (A)
<br />Septic (P)
<br />260.0
<br />260
<br />127,999 sf
<br />/
<br />210
<br />/
<br />oi
<br />. DRAINAGE & UTILITY
<br />EASEMENT
<br />op VI,
<br />Basin 1E
<br />Top of
<br />Sand-863.0
<br />HWL-865.3
<br />sv
<br />OZO-17 6 Z6 L-
<br />0
<br />AL fig
<br />•
<br />
|