HomeMy WebLinkAboutZ-5820 Map 2U
20 10 0 20 40
SCALE
CONCRETE 3500 PSI 0 28 DAY COMPRESSIVE STRENGTH
FIBER MESH REINFORCEMENT
4" CONCRETE SLAB
6" COMPACTED SUBGRADE
95% MODIFIED DENSITY
TYPICAL SECTION DETAIL
4" CONCRETE PADS
SCALE: N.T.S.
68 L.F. OF RETAINING WALL
WALL "A"
SEE CONSTRUCTION DETAIL \
FOR ADDITIONAL INFORMATION
,--�����- .
514 513
12
51 1 1 /
5
40.00'
4" CONCREX� SLAB
SUBMIT JrOT
PATTERN OR
APPROV#t 01
0
p PROPOSED
o BAS�fETBALL COURT 00
O F.FI;. = 509.00
LIGHT BROOM
i
FINISH
_ —X X X 1
)
EXTEND WOODEN FENCE
I
EXISTING PLAYGROUND
EQUIPMENT TO BE RELOCATED
-
FENCE ,____..- _ -
FENCE TO BE REMOVED
e
�0^rd �-�✓'r--j r �
6' CHAIN LINK OR
WOODEN FENCE
EXISTING 4' CHAIN LINK
FENCE TO BE REMOVED
SILT FENCE
INGLE GATE
86 L.F. OF 36 ARCH CMP PIPE
0 0.24%
SILT FENCE
CONNECT NEW 36" ARCH PIPE TO
EXISTING INLET W/ MORTAR
STORM WATER DETENTION AREA
SEE CONSTRUCTION DETAILS
FOR ADDITIONAL INFORMATION
EXISTING AREA DRAIN
RIM ELEV. = 494.00
FL IN = 491.00
FL EXIST = 490.90
,,HAY BALE DIKE
OR SILT FENCE (TYP.)
SILT FENCE
EXISTING 18" PIPE
GENERAL NOTE:
1. CONTRACTOR TO REMOVE AND STOCKPILE TOP
SOIL FROM CUT/FILL AREAS AND REPLACE ON
FINISH GRADED AREAS. IT IS ANTICIPATED THAT
AT LEAST 4" OF TOP SOIL WILL BE REPLACED IN
ALL DISTURBED AREAS.
OWNER WILL SOLID SOD AND/OR SEED THESE
AREAS AFTER DIRT WORK IS COMPLETED.
2. CONTRACTOR TO REMOVE AND DISPOSE
OF TREES IN CUT AREAS.
3. CONTRACTORS TO RELOCATE PLAYGROUND
EQUIPMENT AS DIRECTED BE ANTHONY SCHOOL
OFFICIALS.
4. CONTRACTOR SHALL PROTECT ALL EXISTING
EQUIPMENT, TREES, AND SHRUBS THAT ARE
NOT DIRECTLY EFFECTED BE GRADING OPERATIONS.
5. ALL EROSION CONTROL DEVICES MUST MEET
OR EXCEED THE CITY OF LITTLE ROCK'S
SPECIFICATION.
EXCAVATION NOTES (USING 0% COMPACTION)
RAW CUT VOLUME: 1753 C.Y.
RAW FILL VOLUME: 1087 C.Y.
CONTRACTOR TO DISPOSE OFFSITE
ALL EXCESS MATERIAL
DRAINAGE NOTES
#1:
B Bond Consulting Engineers
2601 T.P. White Dr.
E Jacksonville, Arkansas
0 0. 1
= 0.50 ACRES
0(,O)=
1.10 C.F.S.
#z
X
•
x . 6' CHAIN LINK FENCE
0(10)=
I SINGLE GATE
6' CHAIN LINK OR
WOODEN FENCE
EXISTING 4' CHAIN LINK
FENCE TO BE REMOVED
SILT FENCE
INGLE GATE
86 L.F. OF 36 ARCH CMP PIPE
0 0.24%
SILT FENCE
CONNECT NEW 36" ARCH PIPE TO
EXISTING INLET W/ MORTAR
STORM WATER DETENTION AREA
SEE CONSTRUCTION DETAILS
FOR ADDITIONAL INFORMATION
EXISTING AREA DRAIN
RIM ELEV. = 494.00
FL IN = 491.00
FL EXIST = 490.90
,,HAY BALE DIKE
OR SILT FENCE (TYP.)
SILT FENCE
EXISTING 18" PIPE
GENERAL NOTE:
1. CONTRACTOR TO REMOVE AND STOCKPILE TOP
SOIL FROM CUT/FILL AREAS AND REPLACE ON
FINISH GRADED AREAS. IT IS ANTICIPATED THAT
AT LEAST 4" OF TOP SOIL WILL BE REPLACED IN
ALL DISTURBED AREAS.
OWNER WILL SOLID SOD AND/OR SEED THESE
AREAS AFTER DIRT WORK IS COMPLETED.
2. CONTRACTOR TO REMOVE AND DISPOSE
OF TREES IN CUT AREAS.
3. CONTRACTORS TO RELOCATE PLAYGROUND
EQUIPMENT AS DIRECTED BE ANTHONY SCHOOL
OFFICIALS.
4. CONTRACTOR SHALL PROTECT ALL EXISTING
EQUIPMENT, TREES, AND SHRUBS THAT ARE
NOT DIRECTLY EFFECTED BE GRADING OPERATIONS.
5. ALL EROSION CONTROL DEVICES MUST MEET
OR EXCEED THE CITY OF LITTLE ROCK'S
SPECIFICATION.
EXCAVATION NOTES (USING 0% COMPACTION)
RAW CUT VOLUME: 1753 C.Y.
RAW FILL VOLUME: 1087 C.Y.
CONTRACTOR TO DISPOSE OFFSITE
ALL EXCESS MATERIAL
DRAINAGE NOTES
#1:
B Bond Consulting Engineers
2601 T.P. White Dr.
E Jacksonville, Arkansas
AREA
= 0.50 ACRES
0(,O)=
1.10 C.F.S.
#z
SHEET
2 �F 3
AREA
= 2.47 ACRES
0(10)=
5.41 CTS.
#3:
AREA
= 0.52 ACREc,
F
coNSIII.TIN z
C%: EP;Glf-'!�_EIiS, IftlC. `'i
Nn. 112 "
I = 6.51 (- F.5
,o '.65 C.F.S
0\�\Lr
JOB No, 1930
B Bond Consulting Engineers
2601 T.P. White Dr.
E Jacksonville, Arkansas
Prepared For:
CHARLES MILLER
ANTHONY SCHOOL
7700 OHIO SCHOOL
LITTLE ROCK, ARKANSAS
GENERAL LAYOUT, GRADING, AND DRAINAGE SHEET — ANTHONY SCHOOL
7700 OHIO STREET
'
LITTLE ROCK, PULASKI COUNTY, ARKANSASOL
SCALE 1" = 20'
DATE: MAY 1998
DRAWN BY: GPK
SHEET
2 �F 3
(Q q(007 -r IC V! 11 rev