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AREA #1
115,701 FT2 SURFACE AREA
1,342 F=T' STORAGE NEED
lb CHAMBERS REGU I RED AT 74.q FT'
NG
AREA #2
14,082 FT 2 SURFACE AREA
1,204 FT' 5TORA(5E NEEDED
16 GHAMBER5 REQUIRED AT 74A FT'
"t^ *PP N
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1,018 FT3 5TORAGE NEEDED
�CB DWN 14. CHAMBER5 REQUIRED AT q FT3
2.0% �
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f
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21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
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64.J
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I ALL WORK 15 TO BE DONE IN ACCORDANCE TO 01 TY
15,
15
8
G
W ALL 6" WATER LINE 15 TO BE OLA55 50 DUOTI LE IRON,
_
0
ANNA 0-151 IN PURL I O ROW. 12 GAUGE I N5ULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
25
_
O
AND SERV'IOES UP TO THE METER.
5 63.31
Ile
We
W ALL SEWER LINE P I P I N6 SHALL BE ASTM D-5054
L
P'1
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64.6 y I"1
LLQ--III--��4
FNC COR S W
O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6
O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
LIP
�or
o FEET FROM ANY SANITARY SEWER OR STORM SEWER
2
M AS PER I5PWO, STANDARD DRAWING 5D -40-T. OR055
N
64.01 S
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
13
FC7
MINIMUM OF 1.5 VERTICAL SEPARATION.
CFNC N O THRUST BLOCKS SHALL BE PLAOEI7 AT ALL
• G
25
�
D I REOTI ON 0HAN6E5 IN THE PRESSURE PIPE.
N
P11
O ALL EXISTING WATER AND SEWER
o
AREA #3
BE TERMINATED A5 PER O I TY STANDARDS.
I
»
8,874 FT2 SURFACE AREA
1P11
D
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2.35 2.35
63.3ns]
'0 6LIP
164.81
10 CHAMBERS REOUIRED Al74A
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TBG
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II,g08 FT2 SURF
1,018 FT3 5TORAGE NEEDED
�CB DWN 14. CHAMBER5 REQUIRED AT q FT3
2.0% �
k
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f
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6
ND 01
= 64.85 06�� • OR� W)RCH9
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BC It
Bl PORCH AP
ACE S W 10
FBC N PORCH AP
p d END WALK ED g
= BJP/EOI ry SND DRIV 64 6 3 ki�41 15 OFF BC 6x•02 bL4f41 64 3 ��6�15 BC, W,
LI - / 6�.
W 65.20 65 8 5.18 5.06 ae 65.0 65.1 65.18 65.20 15 BC b416
SPE D SIGN 65.24 65.18. ,\ 65.18 5.24
g 10 OFF BC y NYU
2 \ 3 65.33 65.33 65.33/ lz�
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64I2'15/13iB
65.33 65.33NEN 6" F.L. GgOO 65.33 65.33 / 65.33 64 SI
65.33; 6 FIRE LINE 6 FIRE LINE � Ib
_ NEW MAN OLE #2
I RIM ELEV65.33 81
3" DOMESTIC WON WATER EINVE =4856.35 3" R
STIG NATE
2" WATER METER H INVERT 4856.28 2" TER METER /,
WWW INSIDE BLDG �` 6423 b .06 } INSID°BBLDG W
I � W „ 6 LfP LIP -
/ 8 INVERT = ? 8" INVERT
AX
A Oo�� DRIVE
C �p� �� 0 OFF tCWALk� QA AL (AJ r �� ? H 5 BC
IY b°K / gQOWALK AP U 3 Ui tt -I B
Q 0 z'W
j/ M♦ALW 65.33 WALWAAP AP �5� 'XI ® � Lr 3
WAj 65.33 65. '
I � IL WWW Ib
o N 64.85 64 .85 _ I
� 63.16 � O 64.85 645
6 �� �� �0 'FRONT YARD STB CK 681
TBG
TU
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N CB6 I tw 1 64.62 64.41 b .41 a 64.0 �� ISE 64. I 4.41 6462
FW AP � O N
❑ 63.84 AS AI 63.41 END e
TBC 6 + x �" P 6 4.15 431
-
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-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
64.J
216L1P
I ALL WORK 15 TO BE DONE IN ACCORDANCE TO 01 TY
�',61
OF REXBUR6 STANDARDS
G
W ALL 6" WATER LINE 15 TO BE OLA55 50 DUOTI LE IRON,
_
0
ANNA 0-151 IN PURL I O ROW. 12 GAUGE I N5ULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
25
_
O
AND SERV'IOES UP TO THE METER.
5 63.31
Ile
We
W ALL SEWER LINE P I P I N6 SHALL BE ASTM D-5054
L
P'1
SDR 55
6
O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6
O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
LIP
�or
o FEET FROM ANY SANITARY SEWER OR STORM SEWER
2
M AS PER I5PWO, STANDARD DRAWING 5D -40-T. OR055
64.01 S
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
=
6$I
FC7
MINIMUM OF 1.5 VERTICAL SEPARATION.
CFNC N O THRUST BLOCKS SHALL BE PLAOEI7 AT ALL
• G
25
7,372 FT SURFACE AREA
D I REOTI ON 0HAN6E5 IN THE PRESSURE PIPE.
P11
O ALL EXISTING WATER AND SEWER
o
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I
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6
ND 01
= 64.85 06�� • OR� W)RCH9
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Bl PORCH AP
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p d END WALK ED g
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LI - / 6�.
W 65.20 65 8 5.18 5.06 ae 65.0 65.1 65.18 65.20 15 BC b416
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g 10 OFF BC y NYU
2 \ 3 65.33 65.33 65.33/ lz�
I / LIp2363.8
64I2'15/13iB
65.33 65.33NEN 6" F.L. GgOO 65.33 65.33 / 65.33 64 SI
65.33; 6 FIRE LINE 6 FIRE LINE � Ib
_ NEW MAN OLE #2
I RIM ELEV65.33 81
3" DOMESTIC WON WATER EINVE =4856.35 3" R
STIG NATE
2" WATER METER H INVERT 4856.28 2" TER METER /,
WWW INSIDE BLDG �` 6423 b .06 } INSID°BBLDG W
I � W „ 6 LfP LIP -
/ 8 INVERT = ? 8" INVERT
AX
A Oo�� DRIVE
C �p� �� 0 OFF tCWALk� QA AL (AJ r �� ? H 5 BC
IY b°K / gQOWALK AP U 3 Ui tt -I B
Q 0 z'W
j/ M♦ALW 65.33 WALWAAP AP �5� 'XI ® � Lr 3
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o N 64.85 64 .85 _ I
� 63.16 � O 64.85 645
6 �� �� �0 'FRONT YARD STB CK 681
TBG
TU
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N CB6 I tw 1 64.62 64.41 b .41 a 64.0 �� ISE 64. I 4.41 6462
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❑ 63.84 AS AI 63.41 END e
TBC 6 + x �" P 6 4.15 431
-
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6.
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76$16
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-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
216L1P
618 FT' STORAGE NEEDED
q CHAMBERS REQUIRED AT 7
A FT'
a°
_
0
_
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5 63.31
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64.81
TBG
° LIP-
64.16
6
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»
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PW/CONDUIT N S
64.01 S
=
6$I
64.16
LIP
AREA #6
7,372 FT SURFACE AREA
630 FT3 STORAGE NEEDED
q CHAMBERS RE
o
�
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»
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0
I
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2.35 2.35
63.3ns]
'0 6LIP
164.81
TBG
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OH 0
63.85
^EST 5R� S
SEW MH DWN 9.30 W 9.35 N 9.30 S 9.35 L 8" EXISTING SAN. 5ENER
C3 IC3
6" EX15TINO GIN WATER
6//W �i� w //W
E3 e6�
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IP�NS I
rec
NEW MANHOLE #1 v
RIM ELEV =4864b
E INVERT = 4855.53
N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EX15T. 6"
6 W INSTALL VALVE
SAN. 5ENER
ZON 1116 I Nr-ORMAT I Oil
ZONE: H 16H DEN51 TY RF_5 I DF_NT I AL (HDR2)
I IAF I LL/REDEVELOPMENT AREA
AREA: 2.2 AORE5
DF_N51 TY ALLOWED: 42 Uhl I T5/AORF-
BU I LD I N6 HE 16HT ALLOWED: 55 FEET
LOT COVERAGE ALLOWF-D : 80961'
-75% PARKIN& REaU I RF -D
5' FRONT YARD REaU I RED
56 UNI T5 PROVIDED
505 TOTAL BED5
4 STORI ES
MA I N LEVEL 5.F. 1 I ,680
TOTAL S.F •/BU I LD I N& = 46,1205.F.
TYPE V-A OONSTRUOT I ON
15R FIRE 5UPPRF-55I Old
251 PARK I N6 SPACES REOU I RED
46 FULL 51 ZE 5PAOE5 REaU I RED WITH
'DEVELOPER OPTION 11
252 5PAOE5 PROV I DED
46 FULL 51 ZE 5PAOE5 PRO\/I DF -D
6 DUMP5TER
5TREET TREF-5 50 FEET ON OENTER
5' PEDF_5TR1 AN WALK
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BC
LIP/EO
6" EXISTING CITY WATER 2vv
6//W �'6//W
�6 A
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SITE PLAN, - LA`I'OUT
SCALE: P = 20'-0"
8" EXI5TIN6 5AN. 5ENER
N[�WN 8.70 W 8.70 E 8.45 S
611W 6//W 6//W
P N S
6// W 6// W 6// W -
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CHECKED BY: DATE:
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PLOT DATE:
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CHECKED BY: DATE:
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PLOT DATE:
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FILE:
BW FW RP/EO I LIFj BW
g
WM
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64.1 1 64.1
64.67 64
0 64.13
I
T C CC DRIV 5 OIBRI`HC
Q_
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DRIVE
W ;
Q
rp
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5 -
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64.85
a
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AREA #1
115,701 FT2 SURFACE AREA
1,342 F=T' STORAGE NEED
lb CHAMBERS REGU I RED AT 74.q FT'
NG
AREA #2
14,082 FT 2 SURFACE AREA
1,204 FT' 5TORA(5E NEEDED
16 GHAMBER5 REQUIRED AT 74A FT'
"t^ *PP N
S HE,D SH
nj
• bib
SHED SHEwp k
pNC E W N INC ENC -
WALL Eh
V 63.81 '
> • by0
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AREA #4
II,g08 FT2 SURF
1,018 FT3 5TORAGE NEEDED
�CB DWN 14. CHAMBER5 REQUIRED AT q FT3
2.0% �
k
NG
'.2.0%
'PORCH AP 20 D
f
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1
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-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
64.J
216L1P
I ALL WORK 15 TO BE DONE IN ACCORDANCE TO 01 TY
15,
15
8
G
W ALL 6" WATER LINE 15 TO BE OLA55 50 DUOTI LE IRON,
_
0
ANNA 0-151 IN PURL I O ROW. 12 GAUGE I N5ULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
25
_
O
AND SERV'IOES UP TO THE METER.
5 63.31
Ile
We
W ALL SEWER LINE P I P I N6 SHALL BE ASTM D-5054
L
P'1
.61
64.6 y I"1
LLQ--III--��4
FNC COR S W
O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6
O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
LIP
�or
o FEET FROM ANY SANITARY SEWER OR STORM SEWER
2
M AS PER I5PWO, STANDARD DRAWING 5D -40-T. OR055
N
64.01 S
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
13
FC7
MINIMUM OF 1.5 VERTICAL SEPARATION.
CFNC N O THRUST BLOCKS SHALL BE PLAOEI7 AT ALL
• G
25
�
D I REOTI ON 0HAN6E5 IN THE PRESSURE PIPE.
N
P11
O ALL EXISTING WATER AND SEWER
o
AREA #3
BE TERMINATED A5 PER O I TY STANDARDS.
I
»
8,874 FT2 SURFACE AREA
1P11
D
75q FT' 5TORA
2.35 2.35
63.3ns]
'0 6LIP
164.81
10 CHAMBERS REOUIRED Al74A
FT'
TBG
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_
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m
2. ,
III 0
63.12
"t^ *PP N
S HE,D SH
nj
• bib
SHED SHEwp k
pNC E W N INC ENC -
WALL Eh
V 63.81 '
> • by0
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AREA #4
II,g08 FT2 SURF
1,018 FT3 5TORAGE NEEDED
�CB DWN 14. CHAMBER5 REQUIRED AT q FT3
2.0% �
k
NG
'.2.0%
'PORCH AP 20 D
f
O
1
Q.
//
po
6
ND 01
= 64.85 06�� • OR� W)RCH9
�a l
BC It
Bl PORCH AP
ACE S W 10
FBC N PORCH AP
p d END WALK ED g
= BJP/EOI ry SND DRIV 64 6 3 ki�41 15 OFF BC 6x•02 bL4f41 64 3 ��6�15 BC, W,
LI - / 6�.
W 65.20 65 8 5.18 5.06 ae 65.0 65.1 65.18 65.20 15 BC b416
SPE D SIGN 65.24 65.18. ,\ 65.18 5.24
g 10 OFF BC y NYU
2 \ 3 65.33 65.33 65.33/ lz�
I / LIp2363.8
64I2'15/13iB
65.33 65.33NEN 6" F.L. GgOO 65.33 65.33 / 65.33 64 SI
65.33; 6 FIRE LINE 6 FIRE LINE � Ib
_ NEW MAN OLE #2
I RIM ELEV65.33 81
3" DOMESTIC WON WATER EINVE =4856.35 3" R
STIG NATE
2" WATER METER H INVERT 4856.28 2" TER METER /,
WWW INSIDE BLDG �` 6423 b .06 } INSID°BBLDG W
I � W „ 6 LfP LIP -
/ 8 INVERT = ? 8" INVERT
AX
A Oo�� DRIVE
C �p� �� 0 OFF tCWALk� QA AL (AJ r �� ? H 5 BC
IY b°K / gQOWALK AP U 3 Ui tt -I B
Q 0 z'W
j/ M♦ALW 65.33 WALWAAP AP �5� 'XI ® � Lr 3
WAj 65.33 65. '
I � IL WWW Ib
o N 64.85 64 .85 _ I
� 63.16 � O 64.85 645
6 �� �� �0 'FRONT YARD STB CK 681
TBG
TU
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N CB6 I tw 1 64.62 64.41 b .41 a 64.0 �� ISE 64. I 4.41 6462
FW AP � O N
❑ 63.84 AS AI 63.41 END e
TBC 6 + x �" P 6 4.15 431
-
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',UY WIRE GUY 1MIRE WIRE PW/CAtUIT N 4E MA G��6�. N �� �� �� 6358 63.60
6.
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® o
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SP°100.00'
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-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
64.J
216L1P
I ALL WORK 15 TO BE DONE IN ACCORDANCE TO 01 TY
�',61
OF REXBUR6 STANDARDS
G
W ALL 6" WATER LINE 15 TO BE OLA55 50 DUOTI LE IRON,
_
0
ANNA 0-151 IN PURL I O ROW. 12 GAUGE I N5ULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
25
_
O
AND SERV'IOES UP TO THE METER.
5 63.31
Ile
We
W ALL SEWER LINE P I P I N6 SHALL BE ASTM D-5054
L
P'1
SDR 55
6
O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6
O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
LIP
�or
o FEET FROM ANY SANITARY SEWER OR STORM SEWER
2
M AS PER I5PWO, STANDARD DRAWING 5D -40-T. OR055
64.01 S
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
=
6$I
FC7
MINIMUM OF 1.5 VERTICAL SEPARATION.
CFNC N O THRUST BLOCKS SHALL BE PLAOEI7 AT ALL
• G
25
7,372 FT SURFACE AREA
D I REOTI ON 0HAN6E5 IN THE PRESSURE PIPE.
P11
O ALL EXISTING WATER AND SEWER
o
BE TERMINATED A5 PER O I TY STANDARDS.
I
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D
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6
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= 64.85 06�� • OR� W)RCH9
�a l
BC It
Bl PORCH AP
ACE S W 10
FBC N PORCH AP
p d END WALK ED g
= BJP/EOI ry SND DRIV 64 6 3 ki�41 15 OFF BC 6x•02 bL4f41 64 3 ��6�15 BC, W,
LI - / 6�.
W 65.20 65 8 5.18 5.06 ae 65.0 65.1 65.18 65.20 15 BC b416
SPE D SIGN 65.24 65.18. ,\ 65.18 5.24
g 10 OFF BC y NYU
2 \ 3 65.33 65.33 65.33/ lz�
I / LIp2363.8
64I2'15/13iB
65.33 65.33NEN 6" F.L. GgOO 65.33 65.33 / 65.33 64 SI
65.33; 6 FIRE LINE 6 FIRE LINE � Ib
_ NEW MAN OLE #2
I RIM ELEV65.33 81
3" DOMESTIC WON WATER EINVE =4856.35 3" R
STIG NATE
2" WATER METER H INVERT 4856.28 2" TER METER /,
WWW INSIDE BLDG �` 6423 b .06 } INSID°BBLDG W
I � W „ 6 LfP LIP -
/ 8 INVERT = ? 8" INVERT
AX
A Oo�� DRIVE
C �p� �� 0 OFF tCWALk� QA AL (AJ r �� ? H 5 BC
IY b°K / gQOWALK AP U 3 Ui tt -I B
Q 0 z'W
j/ M♦ALW 65.33 WALWAAP AP �5� 'XI ® � Lr 3
WAj 65.33 65. '
I � IL WWW Ib
o N 64.85 64 .85 _ I
� 63.16 � O 64.85 645
6 �� �� �0 'FRONT YARD STB CK 681
TBG
TU
Y WIRE IV oy� WALL EN N �330.00' TBQP �� ob�a
N CB6 I tw 1 64.62 64.41 b .41 a 64.0 �� ISE 64. I 4.41 6462
FW AP � O N
❑ 63.84 AS AI 63.41 END e
TBC 6 + x �" P 6 4.15 431
-
ao 11H r d) Q • -A ❑H ❑H ❑H 6 ❑H E W ❑H GA AIT ❑ ❑H F D p ❑H ❑H ❑H H
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6.
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�6
0
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76$16
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422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
216L1P
618 FT' STORAGE NEEDED
q CHAMBERS REQUIRED AT 7
A FT'
a°
_
0
_
O
5 63.31
Ile
We
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64.81
TBG
° LIP-
64.16
6
_
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PW/CONDUIT N S
64.01 S
=
6$I
64.16
LIP
AREA #6
7,372 FT SURFACE AREA
630 FT3 STORAGE NEEDED
q CHAMBERS RE
o
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0
I
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2.35 2.35
63.3ns]
'0 6LIP
164.81
TBG
IC3
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m
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OH 0
63.85
^EST 5R� S
SEW MH DWN 9.30 W 9.35 N 9.30 S 9.35 L 8" EXISTING SAN. 5ENER
C3 IC3
6" EX15TINO GIN WATER
6//W �i� w //W
E3 e6�
'EO
IP�NS I
rec
NEW MANHOLE #1 v
RIM ELEV =4864b
E INVERT = 4855.53
N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EX15T. 6"
6 W INSTALL VALVE
SAN. 5ENER
ZON 1116 I Nr-ORMAT I Oil
ZONE: H 16H DEN51 TY RF_5 I DF_NT I AL (HDR2)
I IAF I LL/REDEVELOPMENT AREA
AREA: 2.2 AORE5
DF_N51 TY ALLOWED: 42 Uhl I T5/AORF-
BU I LD I N6 HE 16HT ALLOWED: 55 FEET
LOT COVERAGE ALLOWF-D : 80961'
-75% PARKIN& REaU I RF -D
5' FRONT YARD REaU I RED
56 UNI T5 PROVIDED
505 TOTAL BED5
4 STORI ES
MA I N LEVEL 5.F. 1 I ,680
TOTAL S.F •/BU I LD I N& = 46,1205.F.
TYPE V-A OONSTRUOT I ON
15R FIRE 5UPPRF-55I Old
251 PARK I N6 SPACES REOU I RED
46 FULL 51 ZE 5PAOE5 REaU I RED WITH
'DEVELOPER OPTION 11
252 5PAOE5 PROV I DED
46 FULL 51 ZE 5PAOE5 PRO\/I DF -D
6 DUMP5TER
5TREET TREF-5 50 FEET ON OENTER
5' PEDF_5TR1 AN WALK
PEDE5TR1 AN AREA5 WITH BENOHF-5
6�
WIRE k0`off
�1
k�0 2b1•GN POg7GN POST
NG MATCH Y WIRE
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6 MATCH 16
6
❑H 111 1 i pW/CONDL E s w ❑H ❑H 4vM ❑H ❑H ❑H ❑H ----M ❑H ❑H ❑H ❑H ❑H -
BC
LIP/EO
6" EXISTING CITY WATER 2vv
6//W �'6//W
�6 A
%EO
BC
SITE PLAN, - LA`I'OUT
SCALE: P = 20'-0"
8" EXI5TIN6 5AN. 5ENER
N[�WN 8.70 W 8.70 E 8.45 S
611W 6//W 6//W
P N S
6// W 6// W 6// W -
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CHECKED BY: DATE:
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PLOT DATE:
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CHECKED BY: DATE:
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PLOT DATE:
DRAWING N0.
FILE:
BW FW RP/EO I LIFj BW
g
WM
TEIC CC
0
Dc�(ONO R�6k<0
P E W nc Icc H❑ - H H❑ 64.11
r LIP
W
I �
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v -
B cc z °
B CC �n
M
a z
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2
`o LIP
V�
Li
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= I LI AS KR 1
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a0 I CL C
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64.1 1 64.1
64.67 64
0 64.13
I
T C CC DRIV 5 OIBRI`HC
Q_
I
e� W 65.33
DRIVE
W ;
Q
rp
W lu
PNS Vf
GUY WIRE 64.8Cl
5 -
I -o C(1
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64.85
a
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0 '^
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64.17
LIP
C
15
6 OFF
"F
�ONC A'
CONC
WALK
0
CN S
230.00' l
G
I
AREA #1
115,701 FT2 SURFACE AREA
1,342 F=T' STORAGE NEED
lb CHAMBERS REGU I RED AT 74.q FT'
NG
AREA #2
14,082 FT 2 SURFACE AREA
1,204 FT' 5TORA(5E NEEDED
16 GHAMBER5 REQUIRED AT 74A FT'
"t^ *PP N
S HE,D SH
nj
• bib
SHED SHEwp k
pNC E W N INC ENC -
WALL Eh
V 63.81 '
> • by0
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AREA #4
II,g08 FT2 SURF
1,018 FT3 5TORAGE NEEDED
�CB DWN 14. CHAMBER5 REQUIRED AT q FT3
2.0% �
k
NG
'.2.0%
'PORCH AP 20 D
f
O
1
�6
�JC COR W S
-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
64.J
216L1P
I ALL WORK 15 TO BE DONE IN ACCORDANCE TO 01 TY
15,
15
8
G
W ALL 6" WATER LINE 15 TO BE OLA55 50 DUOTI LE IRON,
_
0
ANNA 0-151 IN PURL I O ROW. 12 GAUGE I N5ULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
25
_
O
AND SERV'IOES UP TO THE METER.
5 63.31
Ile
We
W ALL SEWER LINE P I P I N6 SHALL BE ASTM D-5054
L
P'1
.61
64.6 y I"1
LLQ--III--��4
FNC COR S W
O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6
O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
LIP
�or
o FEET FROM ANY SANITARY SEWER OR STORM SEWER
2
M AS PER I5PWO, STANDARD DRAWING 5D -40-T. OR055
N
64.01 S
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
13
FC7
MINIMUM OF 1.5 VERTICAL SEPARATION.
CFNC N O THRUST BLOCKS SHALL BE PLAOEI7 AT ALL
• G
25
�
D I REOTI ON 0HAN6E5 IN THE PRESSURE PIPE.
N
P11
O ALL EXISTING WATER AND SEWER
o
AREA #3
BE TERMINATED A5 PER O I TY STANDARDS.
I
»
8,874 FT2 SURFACE AREA
1P11
D
75q FT' 5TORA
2.35 2.35
63.3ns]
'0 6LIP
164.81
10 CHAMBERS REOUIRED Al74A
FT'
TBG
IC3
_
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m
2. ,
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63.12
"t^ *PP N
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V 63.81 '
> • by0
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AREA #4
II,g08 FT2 SURF
1,018 FT3 5TORAGE NEEDED
�CB DWN 14. CHAMBER5 REQUIRED AT q FT3
2.0% �
k
NG
'.2.0%
'PORCH AP 20 D
f
O
1
Q.
//
po
6
ND 01
= 64.85 06�� • OR� W)RCH9
�a l
BC It
Bl PORCH AP
ACE S W 10
FBC N PORCH AP
p d END WALK ED g
= BJP/EOI ry SND DRIV 64 6 3 ki�41 15 OFF BC 6x•02 bL4f41 64 3 ��6�15 BC, W,
LI - / 6�.
W 65.20 65 8 5.18 5.06 ae 65.0 65.1 65.18 65.20 15 BC b416
SPE D SIGN 65.24 65.18. ,\ 65.18 5.24
g 10 OFF BC y NYU
2 \ 3 65.33 65.33 65.33/ lz�
I / LIp2363.8
64I2'15/13iB
65.33 65.33NEN 6" F.L. GgOO 65.33 65.33 / 65.33 64 SI
65.33; 6 FIRE LINE 6 FIRE LINE � Ib
_ NEW MAN OLE #2
I RIM ELEV65.33 81
3" DOMESTIC WON WATER EINVE =4856.35 3" R
STIG NATE
2" WATER METER H INVERT 4856.28 2" TER METER /,
WWW INSIDE BLDG �` 6423 b .06 } INSID°BBLDG W
I � W „ 6 LfP LIP -
/ 8 INVERT = ? 8" INVERT
AX
A Oo�� DRIVE
C �p� �� 0 OFF tCWALk� QA AL (AJ r �� ? H 5 BC
IY b°K / gQOWALK AP U 3 Ui tt -I B
Q 0 z'W
j/ M♦ALW 65.33 WALWAAP AP �5� 'XI ® � Lr 3
WAj 65.33 65. '
I � IL WWW Ib
o N 64.85 64 .85 _ I
� 63.16 � O 64.85 645
6 �� �� �0 'FRONT YARD STB CK 681
TBG
TU
Y WIRE IV oy� WALL EN N �330.00' TBQP �� ob�a
N CB6 I tw 1 64.62 64.41 b .41 a 64.0 �� ISE 64. I 4.41 6462
FW AP � O N
❑ 63.84 AS AI 63.41 END e
TBC 6 + x �" P 6 4.15 431
-
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6.
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SP°100.00'
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-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
64.J
216L1P
I ALL WORK 15 TO BE DONE IN ACCORDANCE TO 01 TY
�',61
OF REXBUR6 STANDARDS
G
W ALL 6" WATER LINE 15 TO BE OLA55 50 DUOTI LE IRON,
_
0
ANNA 0-151 IN PURL I O ROW. 12 GAUGE I N5ULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
25
_
O
AND SERV'IOES UP TO THE METER.
5 63.31
Ile
We
W ALL SEWER LINE P I P I N6 SHALL BE ASTM D-5054
L
P'1
SDR 55
6
O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
6
O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
LIP
�or
o FEET FROM ANY SANITARY SEWER OR STORM SEWER
2
M AS PER I5PWO, STANDARD DRAWING 5D -40-T. OR055
64.01 S
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
=
6$I
FC7
MINIMUM OF 1.5 VERTICAL SEPARATION.
CFNC N O THRUST BLOCKS SHALL BE PLAOEI7 AT ALL
• G
25
7,372 FT SURFACE AREA
D I REOTI ON 0HAN6E5 IN THE PRESSURE PIPE.
P11
O ALL EXISTING WATER AND SEWER
o
BE TERMINATED A5 PER O I TY STANDARDS.
I
»
�
1P11
D
Q.
//
po
6
ND 01
= 64.85 06�� • OR� W)RCH9
�a l
BC It
Bl PORCH AP
ACE S W 10
FBC N PORCH AP
p d END WALK ED g
= BJP/EOI ry SND DRIV 64 6 3 ki�41 15 OFF BC 6x•02 bL4f41 64 3 ��6�15 BC, W,
LI - / 6�.
W 65.20 65 8 5.18 5.06 ae 65.0 65.1 65.18 65.20 15 BC b416
SPE D SIGN 65.24 65.18. ,\ 65.18 5.24
g 10 OFF BC y NYU
2 \ 3 65.33 65.33 65.33/ lz�
I / LIp2363.8
64I2'15/13iB
65.33 65.33NEN 6" F.L. GgOO 65.33 65.33 / 65.33 64 SI
65.33; 6 FIRE LINE 6 FIRE LINE � Ib
_ NEW MAN OLE #2
I RIM ELEV65.33 81
3" DOMESTIC WON WATER EINVE =4856.35 3" R
STIG NATE
2" WATER METER H INVERT 4856.28 2" TER METER /,
WWW INSIDE BLDG �` 6423 b .06 } INSID°BBLDG W
I � W „ 6 LfP LIP -
/ 8 INVERT = ? 8" INVERT
AX
A Oo�� DRIVE
C �p� �� 0 OFF tCWALk� QA AL (AJ r �� ? H 5 BC
IY b°K / gQOWALK AP U 3 Ui tt -I B
Q 0 z'W
j/ M♦ALW 65.33 WALWAAP AP �5� 'XI ® � Lr 3
WAj 65.33 65. '
I � IL WWW Ib
o N 64.85 64 .85 _ I
� 63.16 � O 64.85 645
6 �� �� �0 'FRONT YARD STB CK 681
TBG
TU
Y WIRE IV oy� WALL EN N �330.00' TBQP �� ob�a
N CB6 I tw 1 64.62 64.41 b .41 a 64.0 �� ISE 64. I 4.41 6462
FW AP � O N
❑ 63.84 AS AI 63.41 END e
TBC 6 + x �" P 6 4.15 431
-
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',UY WIRE GUY 1MIRE WIRE PW/CAtUIT N 4E MA G��6�. N �� �� �� 6358 63.60
6.
LIP LIP/EO
® o
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SP°100.00'
�6
0
F - f ql% WE
76$16
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-- -
422 64.22
21 �I6 64.16 21 �.�3
AREA #5 LIP
7228 FT2 SURFA-
0°�
216L1P
618 FT' STORAGE NEEDED
q CHAMBERS REQUIRED AT 7
A FT'
a°
_
0
_
O
5 63.31
Ile
We
_I
64.81
TBG
° LIP-
64.16
6
_
C3
»
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PW/CONDUIT N S
64.01 S
=
6$I
64.16
LIP
AREA #6
7,372 FT SURFACE AREA
630 FT3 STORAGE NEEDED
q CHAMBERS RE
o
�
I
»
_
0
I
_
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2.35 2.35
63.3ns]
'0 6LIP
164.81
TBG
IC3
_
C3
m
III 0
OH 0
63.85
^EST 5R� S
SEW MH DWN 9.30 W 9.35 N 9.30 S 9.35 L 8" EXISTING SAN. 5ENER
C3 IC3
6" EX15TINO GIN WATER
6//W �i� w //W
E3 e6�
'EO
IP�NS I
rec
NEW MANHOLE #1 v
RIM ELEV =4864b
E INVERT = 4855.53
N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EX15T. 6"
6 W INSTALL VALVE
SAN. 5ENER
ZON 1116 I Nr-ORMAT I Oil
ZONE: H 16H DEN51 TY RF_5 I DF_NT I AL (HDR2)
I IAF I LL/REDEVELOPMENT AREA
AREA: 2.2 AORE5
DF_N51 TY ALLOWED: 42 Uhl I T5/AORF-
BU I LD I N6 HE 16HT ALLOWED: 55 FEET
LOT COVERAGE ALLOWF-D : 80961'
-75% PARKIN& REaU I RF -D
5' FRONT YARD REaU I RED
56 UNI T5 PROVIDED
505 TOTAL BED5
4 STORI ES
MA I N LEVEL 5.F. 1 I ,680
TOTAL S.F •/BU I LD I N& = 46,1205.F.
TYPE V-A OONSTRUOT I ON
15R FIRE 5UPPRF-55I Old
251 PARK I N6 SPACES REOU I RED
46 FULL 51 ZE 5PAOE5 REaU I RED WITH
'DEVELOPER OPTION 11
252 5PAOE5 PROV I DED
46 FULL 51 ZE 5PAOE5 PRO\/I DF -D
6 DUMP5TER
5TREET TREF-5 50 FEET ON OENTER
5' PEDF_5TR1 AN WALK
PEDE5TR1 AN AREA5 WITH BENOHF-5
6�
WIRE k0`off
�1
k�0 2b1•GN POg7GN POST
NG MATCH Y WIRE
1 �
6 MATCH 16
6
❑H 111 1 i pW/CONDL E s w ❑H ❑H 4vM ❑H ❑H ❑H ❑H ----M ❑H ❑H ❑H ❑H ❑H -
BC
LIP/EO
6" EXISTING CITY WATER 2vv
6//W �'6//W
�6 A
%EO
BC
SITE PLAN, - LA`I'OUT
SCALE: P = 20'-0"
8" EXI5TIN6 5AN. 5ENER
N[�WN 8.70 W 8.70 E 8.45 S
611W 6//W 6//W
P N S
6// W 6// W 6// W -
00
00
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REVISION:
DRAWN BY: JOB N0:
GDiZ "iq3
CHECKED BY: DATE:
.1RW SEPT 'I q
PLOT DATE:
DRAWING N0.
FILE:
�� I • I
OF
-
00
00
Ld
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<-gU0°e�g�ovNNw00 o
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CONSULTANTS:
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REVISION:
DRAWN BY: JOB N0:
GDiZ "iq3
CHECKED BY: DATE:
.1RW SEPT 'I q
PLOT DATE:
DRAWING N0.
FILE: