HomeMy WebLinkAboutSITE PLAN Rev. (1) - 20-00197 - 266 W 3rd S00 10
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AREA #I
SURFACE AREA
O IFTT
5TORA NEEDED
1,34 E
0
IS CHAMBERS REQUIRED AT 74.9 FT3
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AREA #2
14,082 FT SURFAGE AREA
1,204 FT3 5TORA6E NEEDED
16 CHAMBERS REQUIRED AT 74.9 FT3
k° IQ 15 15
.40 CIL c8
Do - 1G 6j gg
❑ 64.1 i �6 64.1 1 64.1 64.17 64.1-1
64.67 TOFF Bc 64.6 C b .I Fi4.bl 64.67 � � FNC COR S W
I 64.-13
64.22
m d°
T CCC DRIV 5 O1BR1� 6 oI'i T: N N
_ �° 13
AREA #3
8874 FT
2 SURFACE AREA
DRIVE 759 FT' 5TORA
10 GHAMBER5 REQUIRED A 74.9 FT'
=6�6 /
PNS V 2'6-) IN
63.12
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:GUY WIRE ^ / 6' 16'-O� NG k2' O°
I ■ l 64.85 MoD ,lo
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64.
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\ a II,g08 FT SURFAG�,4
} 6,e / 1,016 FT' 5TORA6E NEEDED
4.as
= I N Z 1 CB DWN 14. _CHAMBERS REQUIRED AT A FT'
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x100' , ewew° ' 17 FF F
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aO OFF BC
j F PORCH
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2
241-0" I6 -O" 6'
2.0%
PO,PCH AP
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64.85 �CONC AP / (®� � ��D`^ c� �6�ry • OR p'4�F'�
/ / v
'PORCH AP DCO, BC
� 17p�F IBL
N 10 ec
OFF FACE S W 10kF BC PORCH AP
❑ B P EG t� W . AP 64 64 3 b4 41 END WALK/EO
_ / I END E ,. / LIP 15 OFF BC LfP IP ke r5 �j;
65.20 65 8 5.18 5.06 0O� 65.0 65.1 (51,15 65.20
!fP)DS IGN 15, BW
65.24 65.18 , 65.18 5.24
01 0 BC
65.33 OFF 65.33 65.33
❑ \ / 65.33
_ 3
2
I 642
LIP 63.8 � LfP j
r"0moi 4
65.33 65.33 " NEW 6 F.L. G900 " 65.33 65.33 ,
❑ 65.33 � 6 FIRE LINE 6 FIRE LINA i
= NEW MAN LE #2
3" DOMESTIG WATER E yy INVE =4856.35 3" DD4MESTIG HATERD
�r
2 WATER METER H 2 WAT€R METER
j INVERT 4856.28
� INSIDE BLDG � 642y �423 � } INSID��BLD6
❑ 3 8'-O 8" INVERT =4860.1 A LfP .O6 LIP 8" INVERT = 4860.18
bl76k �0 6A PPOFOHHj
W / J o WALK AP li • 0 OF C OF_0 m Cc
W 10 OFF „
P lY 3 >/
WAMV�I�P AP 65.33 (x5.33 WAWNAIE� A ® - � � 65.33 65.33 ,
to
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IL IL
❑ .i5 N 63.76 =
6'5^ "FRONT YARD SIT
_ 6 °330.00
UY WIRE l� IV � � �� a� D . '
X Z 0� . 5� 0 0 0 0 WALL E' 0 (3
❑ TBIGP H - a INSTALL FH
= to cBb I D' 64.62 �� 64.g1 64.91 D y 64.o T $ , o "D ISE 64. I 4.q1 64.E
X FW AP' 0 �� O 0 0
6�� TBC 6 + dJ D A � P o' 63.Efq AS AI 63.81 °fie/ ND 4.15
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,'UY WIRE GUY MY WIRE PW/CIINDUIT N S E � P1A D D D 63.58 63.60
TEMMC CC VVF WK 1k
LIP LIP LIP/EO
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2
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SEW MH DWN 9.30 W 9.35 N 9.30 S 9.35 L 8' EXISTING SAN. 5EWER NEW MANHOLE #1
RIM ELEV =4864.6
E INVERT = 4855.53
o N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EXIST. 6"
I 6" EXISTING CITY HATER INSTALL VALVE
_ 6„ 6"W - 'W 6"W 6"W 6"W'
EO LIP/EO
61 CB TBC
IP N S I
4865.35
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65.33
65.33
Fox
Tf3r,
❑H
100.00' �D
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21 ur AREA #5 LIP 21 21 LIP o
7,228 FT 2 SURF
618 FT 3 STORAGE NEEDED
9 CHAMBERS REQUIRED AT -14A FT3
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❑
6' 63.31 6vo 416 6 1
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❑
I
1 f� 6kh
18'-0" 24'-0" 321-011 PW/CONDUIT N S
CF
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64.16 =
6 O .OI LIP 6131
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AREA #(5
7,372 FT' SURFACE AREA 7
630 FT' STORAGE NEEDED o
9 CHAMBERS RE
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❑
b 2.3596 63. ` y❑) 2
6
31 64.33
15 64.17
❑li�� ❑
63.85
WEST 3RD SOUTH
SAN. SEWER
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II ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REXBUR6 STANDARDS
W ALL 6" WATER LINE 15 TO BE -LASS 50 DUCTILE IRON,
AWWA 0-151 IN PUBLIC ROW. 12 GAUGE INSULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
AND SERVICES UP TO THE METER.
O ALL SEWER LINE P I P I N6 SHALL BE ASTM D-3054
SDR 35
O
MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
W WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
FEET FROM ANY SANITARY SEWER OR STORM SEWER
AS PER 1 SPWC, STANDARD DRAW I N6 5D-40-7. CROSS
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
MINIMUM OF 1.5 VERTICAL SEPARATION.
O THRUST BLOCKS SHALL BE PLACED AT ALL
DIRECTION CHANGES IN THE PRESSURE PIPE.
ALL EXISTING WATF_R AND 5F- NER SERV I CF_5 ARE TO
BE TERMINATED AS PER C 1 TY STANDARDS.
ZON 1116 I Nr-ORMAT 1 Oil
ZONE: H 16H DEN51 TY RF_51 DENT I AL (HDR2)
INFILL/REDEVELOPMENT AREA
AREA: 2.2 AORE5
1;)EN51 TY ALLOYiED : 42 UN I T5/ACRE
BU I LD I N6 HE 16HT ALLOWED: 55 FEET
LOT 0OVERA6E ALLOWED: 8096"
LOT AREA = c151852 S.F. X 20% = I x,166 5.F
LAND50APE AREA=10,605 S.F. = 8cl%
75% PARK I N6 REaU I RED
5' FRONT YARD REOU I RED
56 UNITS PROVIDED
508 TOTAL BEDS
4 STORIES
MAIN LEVEL S.F. 111680
TOTAL 5.F ./BU I LD I N6 = 46,-7205.F.
TYPE V-A CONSTRUCTION
5R FIRE 5UPPRE55I ON
251 PARK I N6 SPACES REaU I RED
46 FULL SIZE SPACES REaU I RED WITH
1
DEVELOPER OFTION11
252 SPACES PROV I DED
46 FULL SIZE 5PA0E5 PROV I DED
6 DUMPSTER
STREET TREF-5 20 FEET ON CENTER
8' PEDE5TR1 AN WALK
PEDESTR I A.N. A. Ac W I r+4_ IN . }
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TBC
LIP/EO
SITE PLAN, - LAYOUT
0
5GALE: I" = 20'-0"
T^�Z 8" EXI5TIN6 SAN. 5EWER
SEW InWN 8.70 W 8.70 E 8.45 S
6 IW W'W
P N S
6"W 6"W 6„W 6„W -
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PO,PCH AP
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64.85 �CONC AP / (®� � ��D`^ c� �6�ry • OR p'4�F'�
/ / v
'PORCH AP DCO, BC
� 17p�F IBL
N 10 ec
OFF FACE S W 10kF BC PORCH AP
❑ B P EG t� W . AP 64 64 3 b4 41 END WALK/EO
_ / I END E ,. / LIP 15 OFF BC LfP IP ke r5 �j;
65.20 65 8 5.18 5.06 0O� 65.0 65.1 (51,15 65.20
!fP)DS IGN 15, BW
65.24 65.18 , 65.18 5.24
01 0 BC
65.33 OFF 65.33 65.33
❑ \ / 65.33
_ 3
2
I 642
LIP 63.8 � LfP j
r"0moi 4
65.33 65.33 " NEW 6 F.L. G900 " 65.33 65.33 ,
❑ 65.33 � 6 FIRE LINE 6 FIRE LINA i
= NEW MAN LE #2
3" DOMESTIG WATER E yy INVE =4856.35 3" DD4MESTIG HATERD
�r
2 WATER METER H 2 WAT€R METER
j INVERT 4856.28
� INSIDE BLDG � 642y �423 � } INSID��BLD6
❑ 3 8'-O 8" INVERT =4860.1 A LfP .O6 LIP 8" INVERT = 4860.18
bl76k �0 6A PPOFOHHj
W / J o WALK AP li • 0 OF C OF_0 m Cc
W 10 OFF „
P lY 3 >/
WAMV�I�P AP 65.33 (x5.33 WAWNAIE� A ® - � � 65.33 65.33 ,
to
w / /
IL IL
❑ .i5 N 63.76 =
6'5^ "FRONT YARD SIT
_ 6 °330.00
UY WIRE l� IV � � �� a� D . '
X Z 0� . 5� 0 0 0 0 WALL E' 0 (3
❑ TBIGP H - a INSTALL FH
= to cBb I D' 64.62 �� 64.g1 64.91 D y 64.o T $ , o "D ISE 64. I 4.q1 64.E
X FW AP' 0 �� O 0 0
6�� TBC 6 + dJ D A � P o' 63.Efq AS AI 63.81 °fie/ ND 4.15
�k.
a 1D (Z 0❑H ❑1 - ❑H �A�W H 0 ❑H ❑HF� ❑H E W ❑H GA� AINT ❑ ❑H F D - ❑H
,'UY WIRE GUY MY WIRE PW/CIINDUIT N S E � P1A D D D 63.58 63.60
TEMMC CC VVF WK 1k
LIP LIP LIP/EO
I �
2
Q
\ Q
_ d
SEW MH DWN 9.30 W 9.35 N 9.30 S 9.35 L 8' EXISTING SAN. 5EWER NEW MANHOLE #1
RIM ELEV =4864.6
E INVERT = 4855.53
o N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EXIST. 6"
I 6" EXISTING CITY HATER INSTALL VALVE
_ 6„ 6"W - 'W 6"W 6"W 6"W'
EO LIP/EO
61 CB TBC
IP N S I
4865.35
D<6�'
h�
Do
65.33
65.33
Fox
Tf3r,
❑H
100.00' �D
FjtE
21 ur AREA #5 LIP 21 21 LIP o
7,228 FT 2 SURF
618 FT 3 STORAGE NEEDED
9 CHAMBERS REQUIRED AT -14A FT3
_
»
❑
6' 63.31 6vo 416 6 1
We =
❑
I
1 f� 6kh
18'-0" 24'-0" 321-011 PW/CONDUIT N S
CF
cyp
64.16 =
6 O .OI LIP 6131
>S
AREA #(5
7,372 FT' SURFACE AREA 7
630 FT' STORAGE NEEDED o
9 CHAMBERS RE
!1�
_
❑
b 2.3596 63. ` y❑) 2
6
31 64.33
15 64.17
❑li�� ❑
63.85
WEST 3RD SOUTH
SAN. SEWER
❑H
ooh
��
(9" EXI5TIN6 CITY HATER Qvv
6„W �6„W
� Dc�
%EO
BC
o�
NG
_
❑
_
❑
❑
O O
00• oh
WIRE kP
1? GN P0!�7GN POST
D<
Y WIRE
II ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REXBUR6 STANDARDS
W ALL 6" WATER LINE 15 TO BE -LASS 50 DUCTILE IRON,
AWWA 0-151 IN PUBLIC ROW. 12 GAUGE INSULATED
COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES
AND SERVICES UP TO THE METER.
O ALL SEWER LINE P I P I N6 SHALL BE ASTM D-3054
SDR 35
O
MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
W WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10
FEET FROM ANY SANITARY SEWER OR STORM SEWER
AS PER 1 SPWC, STANDARD DRAW I N6 5D-40-7. CROSS
AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A
MINIMUM OF 1.5 VERTICAL SEPARATION.
O THRUST BLOCKS SHALL BE PLACED AT ALL
DIRECTION CHANGES IN THE PRESSURE PIPE.
ALL EXISTING WATF_R AND 5F- NER SERV I CF_5 ARE TO
BE TERMINATED AS PER C 1 TY STANDARDS.
ZON 1116 I Nr-ORMAT 1 Oil
ZONE: H 16H DEN51 TY RF_51 DENT I AL (HDR2)
INFILL/REDEVELOPMENT AREA
AREA: 2.2 AORE5
1;)EN51 TY ALLOYiED : 42 UN I T5/ACRE
BU I LD I N6 HE 16HT ALLOWED: 55 FEET
LOT 0OVERA6E ALLOWED: 8096"
LOT AREA = c151852 S.F. X 20% = I x,166 5.F
LAND50APE AREA=10,605 S.F. = 8cl%
75% PARK I N6 REaU I RED
5' FRONT YARD REOU I RED
56 UNITS PROVIDED
508 TOTAL BEDS
4 STORIES
MAIN LEVEL S.F. 111680
TOTAL 5.F ./BU I LD I N6 = 46,-7205.F.
TYPE V-A CONSTRUCTION
5R FIRE 5UPPRE55I ON
251 PARK I N6 SPACES REaU I RED
46 FULL SIZE SPACES REaU I RED WITH
1
DEVELOPER OFTION11
252 SPACES PROV I DED
46 FULL SIZE 5PA0E5 PROV I DED
6 DUMPSTER
STREET TREF-5 20 FEET ON CENTER
8' PEDE5TR1 AN WALK
PEDESTR I A.N. A. Ac W I r+4_ IN . }
D<
E s w ❑H ❑H 4vM ❑H ❑H OH ❑H �M ❑H ❑H ❑H OH ❑H -
TBC
LIP/EO
SITE PLAN, - LAYOUT
0
5GALE: I" = 20'-0"
T^�Z 8" EXI5TIN6 SAN. 5EWER
SEW InWN 8.70 W 8.70 E 8.45 S
6 IW W'W
P N S
6"W 6"W 6„W 6„W -
N
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CONSULTANTS:
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REVISION:
DRAWN BY:
JOB NO:
&DR
"iq5
CHECKED BY:
DATE:
.1RW
SEPT 'I q
PLOT DATE:
DRAWING
NO.
ALE:
5 I J
OF
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