HomeMy WebLinkAboutZ-5392-B Map 2CONSTRUCTION NOTES
CONSTRUCTION NOTE A:
SAWCUT ASPHALT &
REMOVE EXISTING CURB
NEW ASPHALT SURFACE TO MATCH
NEW GUTTER EDGE.
CONSTRUCTION NOTE B:
REMOVE EXISTING PARKING SPACE MARKINGS
AND HATCH AS SHOWN ON SHEET 3.
CONSTRUCTION NOTE C:
REMOVE EX. CONC. DUMPSTER PAD
AND CONSTRUCT 8" DEPTH CONCRETE PAD
(APPROX. 252 SF)
WITH 8" X 8" WOVEN WIRE REINFORCEMENT.
ALSO REPLACE 30 LF CONC. GUTTER and REPAIR
70 SF PAVEMENT.
CONSTRUCTION NOTE D:
CONSTRUCT 12'X 12'X 8' HIGH WOOD FENCE
DUMPSTER ENCLOSURE WITH DOUBLE
GATES AND CLOSURE HARDWARE.
CONSTRUCTION NOTE E:
SAWCUT EX. CONCRETE WALK AND
PLACE NEW 14' WIDTH
CONCRETE SIDEWALK FROM SAWCUT EGDE
TO STREET EDGE (APPROX. 435 SF).
CONSTRUCTION NOTE F:
CONSTRUCT 130 LIN, FT. OF 8.5' WIDTH,
8" THICK CONCRETE SIDEWALK (APPROX. 1105 SF) AT BACK
OF GUTTER TO BE CONSTRUCTED ALONG
WEST EDGE OF HOLLAND LANE.
FIELD ADJUSTMENTS BY THE ENGINEER WILL BE MAKE FOR
BLOCK OUTS FOR EXISTING TREES.
CONSTRUCTION NOTE G:
REMOVE EX. CURB AND GUTTER AND
CONSTRUCT 224 LIN. FT.
18" CONCRETE GUTTER ALONG
WEST EDGE OF HOLLAND LANE.
CONSTRUCTION NOTE H:
REGRADE AREA TO DRAIN TO EX. DOME -GRATE
INLET. SPECIAL CARE TO BE TAKEN AROUND TREES TO
PROTECT TREES AND ROOT SYSTEM.
CONSTRUCTION NOTE I:
REGRADE AREA TO DRAIN OVER WEST CURB OF
NEW PERPENDICULAR PARKING ALONG WEST EDGE
OF HOLLAND LANE.
CONSTRUCTION NOTE J:
CONNECT TO EXISTING CONCRETE
SIDEWALK TO THE SOUTH. ADD SIDEWALK TO SOUTH
BETWEEN CURB AND EXISTING SIDEWALK
(APPROX. 126 SF)
CONSTRUCTION NOTE K:
CONSTRUCT T WIDE CONCRETE FLUME
(APPROX. 237 SF) FROM NW CORNER OF EX. PARKING
AREA TO NORTH EDGE OF EX. AREA INLET/JUNCTION BOX.
RE -GRADE AREA TO DRAIN.
CONSTRUCTION NOTE L:
MODIFY EX. INLET TO ALLOW ENTRY OF
FLOW FROM NEW
T CONC. FLUME.
-CONSTRUCTION NOTE M:
,REMOVE EXISTING CURB AND GUTTER AND
CONSTRUCT 93 LIN FT 18" GUTTER ALONG EDGE
OF EXISTING DRIVE.
CONSTRUCTION NOTE N:
REMOVE EXISTING CURB AND GUTTER AND
CONSTRUCT 85 LIN FT 18" GUTTER ALONG EDGE
OF EXISTING DRIVE.
CONSTRUCTION NOTE O:
REMOVE EXISTING CURB AND GUTTER AND
CONSTRUCT 32 LIN FT 18" GUTTER ALONG EDGE
OF EXISTING DRIVE.
CONSTRUCTION NOTE P:
N/A
CONSTRUCTION NOTE Q:
N/A RE -MARK
CONSTRUCTION NOTE R:
CLEAN OUT DITCH AND OUTFALL WEST OF
CONC. HEADWALL.
CONSTRUCTION NOTE S:
CONSTRUCT CONC. PAVED DITCH PER DETAIL
(APPROX. 320 LIN FT). ELEVATIONS TO BE SET IN
THE FIELD WITH THE ENGINEER.
SEE NOTE K
SEE NOTE L
END CONC. PAVED DITCH
EX. ASPHALT W
WITH RCP CUL%
AT DITCH LINE
TO REMAIN
SEE NOTE S
SEE NOTE S
SEE NOTE R
W 83RD RD
0
REA INLET
x
SEE -NOTE A
RELOCATE
EX. LIGHT POLE
7 20' EAST
10.0'
L
Dison
CONSTRUCT —
CONC.CURB
& GUTTER (TYP)
W O
E A
OTE � 6 .,s�' S � R1. N 9 �EE A T UST SS MH TO GRADE
E B o.s' a d 10.01
1.0' O �� CONCOTDRUCT 1`h
�E URV IL Q 2.5' 0n . U E 11 \�1 11,
T�6 co
11
�1 s .O, N �„ E E N E M
c0 �� q y I TO E R VEEI1 '�
R2.0' "
? i i 10. PI t In
O � ; _ _ O CTRUC f EX. NC. PICN
1
C 2.5' CONC. FLUME TABLE TO BE MOVED SE Y
SttTNLb ��'SIGN —L� _—_ CONSTRUCT
'_' "
tt N I o CON CUR
SEE NOTE 0 1 m&GUTTER
I! CON TRUCT EX. CONC. PICNIC `;` , 1111
Y" SIGNS i( A CUR INLET TABLE TO BE REMAINF-WA
2
BUFFER
a
-----------_
----------- ----------
„STOP"SIGN —_�; ---------iONs'TRtiET---------EX C—=--------—.�KIX"o"""E ROW
EX. CURB INLET HINKSON RD
T� E
SIDEWALK
1—"H i 20.1
®SET SURVEY NAIL
00
y
(TYP)
CL
0
N
SEE NOTE G
and DETAILS
SEE NOTE (
and DETAIL
SEE NOTE F
and DETAIL SH
INSTALL 6 BOLLARDS @ 20' ON CENTER
EACH SIDE OF 8.5' SIDEWALK
SET BACK 12" FROM EDGE OF GUTTER
Z SEE NOTE G
and DETAIL SHEET 1
SEE NOTE J
O
SEE NOTE D
SEE NOTE C
*SET SURVEY NAIL
30 0
30 60 90
FIBER OPTIC
RIGHT OF WAY
5 = NET GAIN PARKING S
REVISED DATE: 8-4-10
PACES AUd'0 5 Z010
Y
o g0.......... �.
co: SEAL :0
y:1983 `y
REGISTERED
PROFESSIONAL
ENGINEER
ERNEST J. PETERS
LITTLE ROCK SCHOOL DISTRICT
PARKING IMPROVEMENTS
CLOVERDALE MAGNET MIDDLE SCHOOL
6300 Hinkson Road
DESIGNED BY: EJP PLAN SCALE: 1 „=30'
DRAWN BY: SHEET NO.
CHECKED
DATE:6 2Y10 JP SHEET PROJ. NO: P736-47
�� PETERS & ASSOCIATES
i ENGINEERS, INC..
I• CIVIL & TRAMC ENGINEERING
L ' 5507 Ranch Drive – Suite 205 (501) 888-3999
Little Rock, Arkeaaas 72223 Fax (501) 888-9710
GRAPHIC SCALE
(IN FEET)
1"
(INCH) = 30' (FEET)
SIMB41S
LEGEND (EXISTING)
LIlEww
o
FOUND IRON PIN
----------------------
EASEMENT
LIGHT POLE
-----------------------------
UZ
POWER POLE
CURB
m
TELEPHONE PEDESTAL
1206
INTERMEDIATE CONTOUR
19
N PEDESTAL
O
MANHOLE
----------------1205------
INDEX CONTOUR
"
SANITARY SEWER CLEANOUT —_—_------_.-
GAS METER
SANITARY SEWER UNE
CQ
GAS VALVE
----°-----'
GAS LINE
=—__-_—;
STORM SEWER PIPE
C
DOWN GUY
WATER UNE (SPECIFY SIZE & TYPE)
E><
WATER WATER VALVE
---------------
UNDERGROUND TELEPHONE
FIRE HYDRANT ASSEMBLY
D83
AIR RELEASE VALVE
—"�--1--"'�—
UNDERGROUND ELECTRIC
14
FIRE DEPARTMENT CONNECTION
_—�-1 i 1
O
WATER METER
OVERHEAD ELECTRIC
®
SPRINKLER HEAD
---- ------
®
ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
----
OVERHEAD TELEVISION
GRATED INLET
-
CHAIN LINK FENCE
DROP INLET
WOOD FENCE
BARBED WIRE FENCE •—����
5
TREE
FIBER OPTIC
RIGHT OF WAY
5 = NET GAIN PARKING S
REVISED DATE: 8-4-10
PACES AUd'0 5 Z010
Y
o g0.......... �.
co: SEAL :0
y:1983 `y
REGISTERED
PROFESSIONAL
ENGINEER
ERNEST J. PETERS
LITTLE ROCK SCHOOL DISTRICT
PARKING IMPROVEMENTS
CLOVERDALE MAGNET MIDDLE SCHOOL
6300 Hinkson Road
DESIGNED BY: EJP PLAN SCALE: 1 „=30'
DRAWN BY: SHEET NO.
CHECKED
DATE:6 2Y10 JP SHEET PROJ. NO: P736-47
�� PETERS & ASSOCIATES
i ENGINEERS, INC..
I• CIVIL & TRAMC ENGINEERING
L ' 5507 Ranch Drive – Suite 205 (501) 888-3999
Little Rock, Arkeaaas 72223 Fax (501) 888-9710