HomeMy WebLinkAboutSITE PLAN Rev. (2) 5.15.2020 - 20-00197 - 266 W 3rd S - Sundance HousingH❑ 61.7
1
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0 63.q
LIP
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LIP
G
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64.85
LIP
64.65 64 A,
",°
8" EXISTING SAN. SEWER
6" EXI5TIN6 GIN WATER
AREA #1
115,101 FT2 5URFAGE AREA
1,342 FT3 STORAGE NEEDED
IS CHAMBERS REQUIRED AT 74.9 FT3
AREA #2
14,082 FT2 SURFACE AREA
1,204 FT3 STORAGE NEEDED
16 CHAMBERS REQUIRED AT 74.9 FT3
15 15
8cn V)
64.1-1 gP 6 .1-1
�--p 0 64.03
.67 64.67 dLJI.�� 64.67
13 N 14
AREA #3
8,874 FT2 SURFAGE AREA ry
75q FT3 5TORA � D
10 GHAMBER5 REQUIRED A 74.q FT3
"
2.09b 1 63.12 2
6 I6'-0" I6' -O"3 6'
�1 6�1
65.33
64.85
I
�
r
AREA #4
LL.LL�
II,g08 FT SURFA
64.85
2" WATER METER
1,016 FT3 STORAGE NEEDED
INSIDE BLDG
8" INVERT =4860.1
14 CHAMBERS REQUIRED AT
A FT3
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in
0
64.85
LIP
64.65 64 A,
",°
8" EXISTING SAN. SEWER
6" EXI5TIN6 GIN WATER
AREA #1
115,101 FT2 5URFAGE AREA
1,342 FT3 STORAGE NEEDED
IS CHAMBERS REQUIRED AT 74.9 FT3
AREA #2
14,082 FT2 SURFACE AREA
1,204 FT3 STORAGE NEEDED
16 CHAMBERS REQUIRED AT 74.9 FT3
15 15
8cn V)
64.1-1 gP 6 .1-1
�--p 0 64.03
.67 64.67 dLJI.�� 64.67
13 N 14
AREA #3
8,874 FT2 SURFAGE AREA ry
75q FT3 5TORA � D
10 GHAMBER5 REQUIRED A 74.q FT3
"
2.09b 1 63.12 2
6 I6'-0" I6' -O"3 6'
�1 6�1
❑H
�N,
❑H
m
r
2
e
73
�7
Do
0
x
ID
d
100.00' 1 0
b 64.81
422 64.22 TBG
6 '��I6 64.1664.16
21 AREA LIP 21.[� 21 LIP
7,228 FT 2 SURFA
618 FT3 5TORAG
9 CHAMBERS RE 4A FT3 I
X:o
»
ME
0
6� 63.31 � ° 6416 641
x
0
ap O
24'-O" 32 O"
64.16 =
6 O .OI LIP 64D1
AREA #6
17
7,372 FT' SURFACE AREA
630 FT3 STORAGE NEEDED =o
q CHAMBERS RE
off°
In =
n 0
H
2.359b 63.31 2 55 °' LIoY.'v P 6-E4G81
.65.18 5.24 � LIP16
65.33 65.33 x
o
64f2
NEW 6" F.L. G900 „ 65.33 ° 65.33 b
6 FIRE LINA 65.33 64181 L� _
RR� LEA1Nl OLE #2 � 65sa
�u o
E8W INVER T=4556.35
> 3" DOMESTIC WATER
INVERT 4856.28 2" W1�T_=R METER a°
b� jp3 6.obp } INSIDk�i BLDG
8" INVERT = 4860.18 m
1L IL
N 63.-16 OO 64.85 b LIP16 _ (54.16
64.81 BTp
1'FRONT YARD STB CK Tic
INSTALL FH 330.00' 24' -dr"
64.01 $ AL ��� 0 64. I 4.q1 64.62 6431 6433 MP.TGH
63.8q 255 a� 4.75 64.15 64.17 o MATCH o�.
❑H ❑H ❑ ❑H -� ° ❑H ❑H ❑H ❑H ❑H ❑ ❑H OH
63.58 63.60 63.85 7
Q
® o
A
- �r=57 3RD SOUTH
NEW MANHOLE #1 v
RIM ELEV =4864.6
E INVERT = 4655.53
N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EXIST. 6"
INSTALL VALVE
SAN. SEWER u
6" EXISTING CITY WATER °
6//W �6"W 6//W
k�
®�S
OI ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REX5UR6 STANDARDS
O2 ALL 6" WATER LINE 15 TO BE CLASS 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 PIPING SHALL BE ASTM D-3034
SDR 35
O
MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
O5 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.
U-7 ALL EXISTIN6 INATER AND SEWER SERVICES ARE TO
BE TERMINATED AS PER O I TY STANDARDS.
ZON I NIS I Nr01ZMAT I ON
ZONE: HIGH IE)EN51 TY RESIDENTIAL (HDR2)
INFILL/REDEVELOPMENT AREA
AREA: 2.2 ACRES
DANS I TYLLOI�ID : 42 UNITS/ACRE
BUILDING HEIGHT ALLONEP : 33 FEET
LOT OOVF_RAGF_ ALLONEIED: 50%
LOT AREA _ cl3,832 S.F. X 20%= I'1,166 S.F.
LANDSGP =10,603 S.F.= 8l�[%
-73% PARK I N6 REaU I RED
3' FRONT YARD REW I RED
36 UNITS PROVIDED
308 TOTAL BED5
4 STOR I FES
MAIN LEVEL S.F. 11,650
TOTAL 5.F ./BU I LD I N6 = 46,-1205.F .
T`I'PS V-A CON57RU07I ON
13R F I RE SUPPRESSION
231 PARK I N6 SPACES REOU I RED
4-7 FULL SIZE SPACES REWIRED WITH
"
DEVELOPER OPTION
231 SPACES PROVIDED
4-1 FULL 51 ZE 5PAOF-5 PROV I DSD
6 DUMPSTER
STREET TREES 20 FEET ON CENTER
51 PEDESTRIAN AALK
D S lel- _A5 A I TH � NCHES
�6�
Ile
❑H ❑H ---LOH ❑H ❑H ❑H -� ❑H ❑H ❑H ❑H ❑H -
SITE PLAN, - LAYOUT
SGALE: I" = 20'-0"
6" EXISTING SAN. SEWER
65.33
�
r
AREA #4
LL.LL�
II,g08 FT SURFA
3" DOMESTIC, WATER
2" WATER METER
1,016 FT3 STORAGE NEEDED
INSIDE BLDG
8" INVERT =4860.1
14 CHAMBERS REQUIRED AT
A FT3
U-
x o
m
W 'CON
.oma k�o
Q�
Vco
o
N
N0
0
1 w
w U
®/\ w >
V/
>
00
m�
N �
CONSULTANTS:
❑H
�N,
❑H
m
r
2
e
73
�7
Do
0
x
ID
d
100.00' 1 0
b 64.81
422 64.22 TBG
6 '��I6 64.1664.16
21 AREA LIP 21.[� 21 LIP
7,228 FT 2 SURFA
618 FT3 5TORAG
9 CHAMBERS RE 4A FT3 I
X:o
»
ME
0
6� 63.31 � ° 6416 641
x
0
ap O
24'-O" 32 O"
64.16 =
6 O .OI LIP 64D1
AREA #6
17
7,372 FT' SURFACE AREA
630 FT3 STORAGE NEEDED =o
q CHAMBERS RE
off°
In =
n 0
H
2.359b 63.31 2 55 °' LIoY.'v P 6-E4G81
.65.18 5.24 � LIP16
65.33 65.33 x
o
64f2
NEW 6" F.L. G900 „ 65.33 ° 65.33 b
6 FIRE LINA 65.33 64181 L� _
RR� LEA1Nl OLE #2 � 65sa
�u o
E8W INVER T=4556.35
> 3" DOMESTIC WATER
INVERT 4856.28 2" W1�T_=R METER a°
b� jp3 6.obp } INSIDk�i BLDG
8" INVERT = 4860.18 m
1L IL
N 63.-16 OO 64.85 b LIP16 _ (54.16
64.81 BTp
1'FRONT YARD STB CK Tic
INSTALL FH 330.00' 24' -dr"
64.01 $ AL ��� 0 64. I 4.q1 64.62 6431 6433 MP.TGH
63.8q 255 a� 4.75 64.15 64.17 o MATCH o�.
❑H ❑H ❑ ❑H -� ° ❑H ❑H ❑H ❑H ❑H ❑ ❑H OH
63.58 63.60 63.85 7
Q
® o
A
- �r=57 3RD SOUTH
NEW MANHOLE #1 v
RIM ELEV =4864.6
E INVERT = 4655.53
N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EXIST. 6"
INSTALL VALVE
SAN. SEWER u
6" EXISTING CITY WATER °
6//W �6"W 6//W
k�
®�S
OI ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REX5UR6 STANDARDS
O2 ALL 6" WATER LINE 15 TO BE CLASS 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 PIPING SHALL BE ASTM D-3034
SDR 35
O
MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
O5 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.
U-7 ALL EXISTIN6 INATER AND SEWER SERVICES ARE TO
BE TERMINATED AS PER O I TY STANDARDS.
ZON I NIS I Nr01ZMAT I ON
ZONE: HIGH IE)EN51 TY RESIDENTIAL (HDR2)
INFILL/REDEVELOPMENT AREA
AREA: 2.2 ACRES
DANS I TYLLOI�ID : 42 UNITS/ACRE
BUILDING HEIGHT ALLONEP : 33 FEET
LOT OOVF_RAGF_ ALLONEIED: 50%
LOT AREA _ cl3,832 S.F. X 20%= I'1,166 S.F.
LANDSGP =10,603 S.F.= 8l�[%
-73% PARK I N6 REaU I RED
3' FRONT YARD REW I RED
36 UNITS PROVIDED
308 TOTAL BED5
4 STOR I FES
MAIN LEVEL S.F. 11,650
TOTAL 5.F ./BU I LD I N6 = 46,-1205.F .
T`I'PS V-A CON57RU07I ON
13R F I RE SUPPRESSION
231 PARK I N6 SPACES REOU I RED
4-7 FULL SIZE SPACES REWIRED WITH
"
DEVELOPER OPTION
231 SPACES PROVIDED
4-1 FULL 51 ZE 5PAOF-5 PROV I DSD
6 DUMPSTER
STREET TREES 20 FEET ON CENTER
51 PEDESTRIAN AALK
D S lel- _A5 A I TH � NCHES
�6�
Ile
❑H ❑H ---LOH ❑H ❑H ❑H -� ❑H ❑H ❑H ❑H ❑H -
SITE PLAN, - LAYOUT
SGALE: I" = 20'-0"
6" EXISTING SAN. SEWER
65.33
3 65.33 6" FIRE LINE
3" DOMESTIC, WATER
2" WATER METER
H
INSIDE BLDG
8" INVERT =4860.1
U-
❑H
�N,
❑H
m
r
2
e
73
�7
Do
0
x
ID
d
100.00' 1 0
b 64.81
422 64.22 TBG
6 '��I6 64.1664.16
21 AREA LIP 21.[� 21 LIP
7,228 FT 2 SURFA
618 FT3 5TORAG
9 CHAMBERS RE 4A FT3 I
X:o
»
ME
0
6� 63.31 � ° 6416 641
x
0
ap O
24'-O" 32 O"
64.16 =
6 O .OI LIP 64D1
AREA #6
17
7,372 FT' SURFACE AREA
630 FT3 STORAGE NEEDED =o
q CHAMBERS RE
off°
In =
n 0
H
2.359b 63.31 2 55 °' LIoY.'v P 6-E4G81
.65.18 5.24 � LIP16
65.33 65.33 x
o
64f2
NEW 6" F.L. G900 „ 65.33 ° 65.33 b
6 FIRE LINA 65.33 64181 L� _
RR� LEA1Nl OLE #2 � 65sa
�u o
E8W INVER T=4556.35
> 3" DOMESTIC WATER
INVERT 4856.28 2" W1�T_=R METER a°
b� jp3 6.obp } INSIDk�i BLDG
8" INVERT = 4860.18 m
1L IL
N 63.-16 OO 64.85 b LIP16 _ (54.16
64.81 BTp
1'FRONT YARD STB CK Tic
INSTALL FH 330.00' 24' -dr"
64.01 $ AL ��� 0 64. I 4.q1 64.62 6431 6433 MP.TGH
63.8q 255 a� 4.75 64.15 64.17 o MATCH o�.
❑H ❑H ❑ ❑H -� ° ❑H ❑H ❑H ❑H ❑H ❑ ❑H OH
63.58 63.60 63.85 7
Q
® o
A
- �r=57 3RD SOUTH
NEW MANHOLE #1 v
RIM ELEV =4864.6
E INVERT = 4655.53
N INVERT = 4855.56
W INVERT = 4855.45 HOT TAP EXIST. 6"
INSTALL VALVE
SAN. SEWER u
6" EXISTING CITY WATER °
6//W �6"W 6//W
k�
®�S
OI ALL WORK 15 TO BE DONE IN ACCORDANCE TO G 1 TY
OF REX5UR6 STANDARDS
O2 ALL 6" WATER LINE 15 TO BE CLASS 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 PIPING SHALL BE ASTM D-3034
SDR 35
O
MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET.
O5 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.
U-7 ALL EXISTIN6 INATER AND SEWER SERVICES ARE TO
BE TERMINATED AS PER O I TY STANDARDS.
ZON I NIS I Nr01ZMAT I ON
ZONE: HIGH IE)EN51 TY RESIDENTIAL (HDR2)
INFILL/REDEVELOPMENT AREA
AREA: 2.2 ACRES
DANS I TYLLOI�ID : 42 UNITS/ACRE
BUILDING HEIGHT ALLONEP : 33 FEET
LOT OOVF_RAGF_ ALLONEIED: 50%
LOT AREA _ cl3,832 S.F. X 20%= I'1,166 S.F.
LANDSGP =10,603 S.F.= 8l�[%
-73% PARK I N6 REaU I RED
3' FRONT YARD REW I RED
36 UNITS PROVIDED
308 TOTAL BED5
4 STOR I FES
MAIN LEVEL S.F. 11,650
TOTAL 5.F ./BU I LD I N6 = 46,-1205.F .
T`I'PS V-A CON57RU07I ON
13R F I RE SUPPRESSION
231 PARK I N6 SPACES REOU I RED
4-7 FULL SIZE SPACES REWIRED WITH
"
DEVELOPER OPTION
231 SPACES PROVIDED
4-1 FULL 51 ZE 5PAOF-5 PROV I DSD
6 DUMPSTER
STREET TREES 20 FEET ON CENTER
51 PEDESTRIAN AALK
D S lel- _A5 A I TH � NCHES
�6�
Ile
❑H ❑H ---LOH ❑H ❑H ❑H -� ❑H ❑H ❑H ❑H ❑H -
SITE PLAN, - LAYOUT
SGALE: I" = 20'-0"
6" EXISTING SAN. SEWER
N
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r7M
W�
00
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U-
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m
W 'CON
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CONSULTANTS:
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REVISION:
DRAWN BY:
JOB NO:
GDiZ
"iq3
CHECKED BY:
DATE:
.1RW
SEPT 'I q
PLOT DATE:
DRAWING
N0.
FlLE:
SDI .I
OF
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