HomeMy WebLinkAboutZ-5461-A Map 11PROPOSED FUTURE 90' R.O.W.
AND OUTSIDE EDGE SIDEWALK
CITY OF LITTLE ROCK —�
SEE NEW STORM DRAINAGE PLAN
FILL AND CLOSE EXISTING INLET -
REMOVE EXISTING 18" PIPE
UNDER STREET SECTION
PLUG w/CONCRETE BEHIND NEW WALK
PROPOSED 3'X3'
JUNCTION BOX -
R1
IBLE
5' SIDEWALK
O
30" OAK
— o
0
5
Y U
y �Y
GRATE
J'
NEW SCHOOL STORM DRAIN SYSTEM
w
OPENING -
NEW STORM DRAIN SYSTEM
SEE SHEET 1 OF 4 OF PLANS
AND THIS SHEET FOR DETAILS
y
REMOVE EXISTING 18" PIPE
o
OFF[CE
PLUG w/CONCRETE BEHIND NEW WALK
AC PAD
t
■
y
=
y II
CONNECT PROPOSED 12" HDPE FROM 4
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
UNDER STREET SECTION
OFF[CE
PLUG w/CONCRETE BEHIND NEW WALK
AC PAD
OFFICE
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EL 322.00
LL J .VV
TOP BOX 322.84
FL 319.74
EL 322.30
CL
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F.E.S. TO PROP. LINE
F.I.P.
I-SOTA. 10+00
REMOVE EXISTING 16" RCP
'I PROPOSED BACK OF CURB
RELOCATE EXISTING FIRE HYDRANT
BETWEEN NEW CURB AND SIDEWALK
APPARENT RIGHT-OF-WAY
�(50') COUNTY ROAD
37A. 11+00
PROPOSED 3' X 3' D.I.
�W/ CURB INLET
REMOVE EXISTING 30" RCP
0
,,,,—PROPOSED 3' X 3' D.I.
W/ CURB INLET
CENTERLINE OF MABELVALE WEST ROAD
(NORTH PROPERTY LINE)
7A. 12+00
PROPOSED 18" RCP STORM DRAIN
W/ FLARED END SECTIONS EACH END
STA. 13+00
LEGEND
WATER METER
N WATER VALVE
FIRE HYDRANT
O POWER POLE
• OVERHEAD UTILITIES
R2 ZONING
SINGLE FAMILY RESIDENTIAL
n .
24' OAK
O » TSTA. 14+00
SIGN_ PROPOSED CURB INLETS
II REMOVE EXISTING 30" RCP
II �I
4400- OAK II RELOCATE EXISTING FIRE HYDRANT
II BETWEEN NEW CURB AND SIDEWALK
REMOVE EXISTING 18" RCP
\ A. 15+00
II
oF.E.S. TO PROP. LINE
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v . . . . . . . . . . .a Yl l ip BM/PP
R10' F.I.POLE
P.
PROPOSED 4' X 3' D.I. spa BENCH MARK
w/CURB INLET
F`L `D
NAIL IN POWER
STA. 15+67.57 N = 117562.8425
E = 1192577.7030
ELEV. = 319.48
NORTHEAST CORNER
NORTHEAST 1/4, NORTHEAST 1/4
SECTION 9, 7-1-S, R -13-W
PAGIS COORDINATES
PLAN
N = 117543.1021
E= 1192583.3876
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PLAN VIEW OF CURB INLET
TYPE I
1 1/2'
1 1 /N" DA=D
SECTION OF CONCRETE CURB & GUTTER
SCALE: N.T.S.
NOTE: DIMENSIONS VARY (SIZES NOTED ON SHEET 1 OF 5)
PLAN VIEW OF JUNCTION BOX
TYPICAL SECTION OF IMPROVEMENT
SCALE: N.T.S.
CL EXISTING
MABELVALE
WEST
2
ASPHALT SURFACE
24"
GRATE TOP VIEW
25 1/2"
DUMPSTER
NOTE: DIMENSIONS VARY (SIZES NOTED ON SHEET / OF 5)
PLAN VIEW OF GRATED INLET
GRATE INLET
10'X 10' X 2' DEEP
GRAVELED AREA
DUMPSTER SECTION
FRAME SECTION
24"
1 1/16"
1 1/2" I I-"— I I �1 7/8"
3 4"
f 5 7i
FRAME & GRATE
GRATE SECTION
2 1/4"
1` 1/16
--15/8 "
N 6 5 `'
J�
1l 1/16"
— / 4.,
1 7/8
GRATE SECTION
JOB. No. 2764 B Bond Consulting Engineers Prepared For: MABELVALE WEST STREET IMPROVEMENT PLAN SCALE: 1" = 50'
DRAWN BY: DS C 2601 T.P. White Dr. DON RENSHAw
& STORM DRAINAGE DETAILS DATE: JULY 2001
620 EAST MARKHAM MABELVALE JUNIOR HIGH SHEET
E LITTLE ROCK, ARKANSAS 72201 of
Jacksonville, Arkansas MABELVALE, ARKANSAS 2 4