HomeMy WebLinkAboutZ-5461-A Map 7C.7
PROPOSED 3'X3'
JUNCTION BOX -
R10
PROPOSED FUTURE 90' R.O.W.
AND OUTSIDE EDGE SIDEWALK
CITY OF LITTLE ROCK BI LD`
5' SIDEWALK
3C' GAO
I
- o
N
y Y /
SEE NEW STORM DRAINAGE PLAN I
FILL AND CLOSE EXISTING INLET
GRA E
4 -
REMOVE
REMOVE EXISTING 18" PIPE y
UNDER STREET SECTION
PLUG w/CONCRETE BEHIND NEW WALK
CONNECT PROPOSED 12" HDPE FROM
NEW SCHOOL STORM DRAIN SYSTEM
TO PROPOSED DROP INLET w/CURB OPENING -
NEW STORM DRAIN SYSTEM
SEE SHEET 1 OF 4 OF PLANS
AND THIS SHEET FOR DETAILS --�_
REMOVE EXISTING 18" PIPE orEiCE
UNDER STREET SECTION
PLUG w/CONCRETE BEHIND NEW WALK —y
OFFICE
ri zoo , o
AC PAD
EL 322.00
- LL JGG.VV
TOP BOX 322.84
FL 319.74
F.E.S. TO PROP. LINE
TELE
PED F.I.P.
0
STA. 10+00
O
REMOVE EXISTING 16" RCP
II ��PROPOSED BACK OF CURB
II_ II RELOCATE EXISTING FIRE HYDRANT
D BETWEEN NEW CURB AND SIDEWALK
II I �A PP> RENT RIGHT-OF-WAY
50' COUNTY ROAD
STA. 11+00
PROPOSED 3' X 3' D.I.
—W/ CURB INLET
REMOVE EXISTING 30" RCP
PROPOSED 3' X 3' D.I.
W/ CURB INLET
CENTERLINE OF MABELVALE WEST ROAD
(NORTH PROPERTY LINE)
STA. 12+00
PROPOSED 18" RCP STORM DRAIN
�W/ FLARED END SECTIONS EACH END
13+00
LEGEND
e WATER METER
N WATER VALVE
•r FIRE HYDRANT
0 POWER POLE
• . • • • OVERHEAD UTILITIES
R2 ZONING
SINGLE FAMILY RESIDENTIAL
STA. 14+00
PROPOSED CURB INLETS
t -REMOVE EXISTING 30" RCP
/ RELOCATE EXISTING FIRE HYDRANT
/ BETWEEN NEW CURB AND SIDEWALK
/ REMOVE EXISTING 18" RCP
A15+00
F.E.S. TO PROP. LINE
.. ............ o_,,
R10' _ F.LP.�
PROPOSED 4' X 3' D.I. EL_ . \
w./CURB INLET
STA. 15+67.57
EL 322.30
PLAN
JOB. No. 2764 B Bond Consulting Engineers
DRAWN BY: DS
C 2601 T.P. White Dr.
E Jacksonville, Arkansas
BENCH MARK
NAIL IN POWER POLE
N = 117562.8426
E = 1192577.7030
ELEV. = 319.48
NORTHEAST CORNER
NORTHEAST 1/4, NORTHEAST 1/4
SECTION 9, T-1-5, R -13-W
PAGIS COORDINATES_
N = 117543.1021
E= 1192583.3876
1 1/2"
TYPE I
»^ PATTFR
SECTION OF CONCRETE CURB & GUTTER
SCALE: N.T.S.
-,
NOTE: DIMENSIONS VARY (SIZES NOTED ON SHEET 1 OF 5)
PLAN VIEW OF JUNCTIO
Prepared For:
DON RENSHAW
620 EAST MARKHAM
LITTLE ROCK, ARKANSAS 72201
O JUL
TYPICAL SECTION OF IMPROVEMENT
SCALE: N.T.S.
CL EXISTING
MABELVALE
WEST
N
ASPHALT SURFACE
24"
GRATE TOP VIEW
25 1/2"
24 1/4"
SY8 1 7/8
L-
2 5/8"
221/4"
r•-
26"
FRAME SECTION
DUMPSTER
5' - 6'
NOTE: DIMENSIONS VARY (SIZES NOTED ON SHEET 1 OF 5)
PLAN VIEW OF GRATED INLET
GRATE INLET
10' X 10' X 2' DEEP
GRAVELED AREA
DUMPSTER SECTION
FRAME & GRATE
MABELVALE WEST STREET IMPROVEMENT PLAN
& STORM DRAINAGE DETAILS
MABELVALE JUNIOR HIGH
MABELVALE, ARKANSAS
24"
GRATE SECTION
2 1 /4"
1 1/16"
2 1/4"
�1 7/8'.
D
�5/8
6'
N
1� 1/1g" `r,>
1
GRATE SECTION
SCALE: i" = 50'
DATE: JULY 2001
SHEET
OF
2 4
3
O
U
J
�
s
Y
�
CONNECT PROPOSED 12" HDPE FROM
NEW SCHOOL STORM DRAIN SYSTEM
TO PROPOSED DROP INLET w/CURB OPENING -
NEW STORM DRAIN SYSTEM
SEE SHEET 1 OF 4 OF PLANS
AND THIS SHEET FOR DETAILS --�_
REMOVE EXISTING 18" PIPE orEiCE
UNDER STREET SECTION
PLUG w/CONCRETE BEHIND NEW WALK —y
OFFICE
ri zoo , o
AC PAD
EL 322.00
- LL JGG.VV
TOP BOX 322.84
FL 319.74
F.E.S. TO PROP. LINE
TELE
PED F.I.P.
0
STA. 10+00
O
REMOVE EXISTING 16" RCP
II ��PROPOSED BACK OF CURB
II_ II RELOCATE EXISTING FIRE HYDRANT
D BETWEEN NEW CURB AND SIDEWALK
II I �A PP> RENT RIGHT-OF-WAY
50' COUNTY ROAD
STA. 11+00
PROPOSED 3' X 3' D.I.
—W/ CURB INLET
REMOVE EXISTING 30" RCP
PROPOSED 3' X 3' D.I.
W/ CURB INLET
CENTERLINE OF MABELVALE WEST ROAD
(NORTH PROPERTY LINE)
STA. 12+00
PROPOSED 18" RCP STORM DRAIN
�W/ FLARED END SECTIONS EACH END
13+00
LEGEND
e WATER METER
N WATER VALVE
•r FIRE HYDRANT
0 POWER POLE
• . • • • OVERHEAD UTILITIES
R2 ZONING
SINGLE FAMILY RESIDENTIAL
STA. 14+00
PROPOSED CURB INLETS
t -REMOVE EXISTING 30" RCP
/ RELOCATE EXISTING FIRE HYDRANT
/ BETWEEN NEW CURB AND SIDEWALK
/ REMOVE EXISTING 18" RCP
A15+00
F.E.S. TO PROP. LINE
.. ............ o_,,
R10' _ F.LP.�
PROPOSED 4' X 3' D.I. EL_ . \
w./CURB INLET
STA. 15+67.57
EL 322.30
PLAN
JOB. No. 2764 B Bond Consulting Engineers
DRAWN BY: DS
C 2601 T.P. White Dr.
E Jacksonville, Arkansas
BENCH MARK
NAIL IN POWER POLE
N = 117562.8426
E = 1192577.7030
ELEV. = 319.48
NORTHEAST CORNER
NORTHEAST 1/4, NORTHEAST 1/4
SECTION 9, T-1-5, R -13-W
PAGIS COORDINATES_
N = 117543.1021
E= 1192583.3876
1 1/2"
TYPE I
»^ PATTFR
SECTION OF CONCRETE CURB & GUTTER
SCALE: N.T.S.
-,
NOTE: DIMENSIONS VARY (SIZES NOTED ON SHEET 1 OF 5)
PLAN VIEW OF JUNCTIO
Prepared For:
DON RENSHAW
620 EAST MARKHAM
LITTLE ROCK, ARKANSAS 72201
O JUL
TYPICAL SECTION OF IMPROVEMENT
SCALE: N.T.S.
CL EXISTING
MABELVALE
WEST
N
ASPHALT SURFACE
24"
GRATE TOP VIEW
25 1/2"
24 1/4"
SY8 1 7/8
L-
2 5/8"
221/4"
r•-
26"
FRAME SECTION
DUMPSTER
5' - 6'
NOTE: DIMENSIONS VARY (SIZES NOTED ON SHEET 1 OF 5)
PLAN VIEW OF GRATED INLET
GRATE INLET
10' X 10' X 2' DEEP
GRAVELED AREA
DUMPSTER SECTION
FRAME & GRATE
MABELVALE WEST STREET IMPROVEMENT PLAN
& STORM DRAINAGE DETAILS
MABELVALE JUNIOR HIGH
MABELVALE, ARKANSAS
24"
GRATE SECTION
2 1 /4"
1 1/16"
2 1/4"
�1 7/8'.
D
�5/8
6'
N
1� 1/1g" `r,>
1
GRATE SECTION
SCALE: i" = 50'
DATE: JULY 2001
SHEET
OF
2 4