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PLAYGROUND
TO EX. WOOD POWER POLE
WITH TRANSFORMERS
aRNE MAIN
j GARDEN AREA
CONSTRUCT 160 SF I
C. CONIC. SIDEWALK
GUTTER ONLY (NO CURB) 392.2' —
O
DO
191.7'
O
C6
CONSTRUCT 8' CONI. SIDEWALK
1C 2 LAR SAT ASE FP(
E A.O
1 I
EX. WOOD POLE W LIGHTS
O
r
�LV"�JI Do 209.
SFA_ 1., \
EX. TREES AND FLAG POLE TO REMAIN
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1
INSTALL I" PVC WATER AND INSTALL FROST -FREE HYDRANT& D
QUICK COUPLE DISCONNECT AT WEST END. J
W
EX. WATER TO BE RE-ROUTED TO GARDEN AREA.j (y
!i U
------------- 4- ----- 1_oL I
10.0' I--{ I- I Ilv
I
XLOADINDOCK
REMAIN
s \ REPAIR EX ASPHALT TO1 DEPTH
EXASPHALT RIVE
OVERLAY EX. PARKING 220 SY
SEE NOTE K
SEE NOTE L
11
END CONC. PAVED DITCH
EX.ASPHA
WITH RCP
AT DITCH L
TO REMAIIS
- SEE NOTE
SEE NOTE S
SEE NOTE R
0
101
m
EX. AREA INLET
x
---__ _83rd STREET_
1
SIDEWALK
VW
VEY NAIL
EX. CONIC.
TO BE REA
0
/EX CONC. PICNIC
TABLE TO BE REMAIN
HINKSON RD
0
El "--
EX. CONIC. PICNIC
TABLE TO REMAIN
SESURVEYNAIL
E
ro
M
( 05 = NET GAIN PARKING SPACES
ROW
CONSTRUCT
CONC.CURS
& GUTTER IT
0
N
SIDEWALK
®SET SURVEY NAIL
®
�I
CONSTRUCTION NOTES
i N
CONSTRUCTION NOTE A:
J
SAWCUT ASPHALT &
C�1
REMOVE EXISTING CURB
A�
NEW ASPHALT SURFACE TO MATCH
NEW GUTTER EDGE.
li
FIRE DEPARTMENT CONNECTION
Z- s 3 Sir.=L
CONSTRUCTION NOTE B:
4
REMOVE EXISTING PARKING SPACE MARKINGS
SCALE: 1 "=40'
AND HATCH AS SHOWN ON SHEET 3.
+ "--^-
CONSTRUCTION NOTE C:
ELECTRIC PEDESTAL
REMOVE EX. CONC. DUMPSTER PAD
AND CONSTRUCT 8" DEPTH CONCRETE PAD
OVERHEAD TELEVISION
(APPROX. 252 SF)
I
WITH 8"X 8" WOVEN WIRE REINFORCEMENT.
= �+: . m
SEAL m =
ALSO REPLACE 30 LF CONC. GUTTER and REPAIR
1
70 SF PAVEMENT.
CONSTRUCTION NOTE D:
CONSTRUCT 12'X 12'X 8' HIGH WOOD FENCE
* * P
NEST PETER
DUMPSTER ENCLOSURE WITH DOUBLE
I ENGINEERS, INC.
GATES AND CLOSURE HARDWARE.
. 4682
CONSTRUCTION NOTE E:
i'
SAWCUT EX. CONCRETE WALK AND
PLACE NEW 14' WIDTH
'I
CONCRETE SIDEWALK FROM SAWCUT EGDE
L
TO STREET EDGE (APPROX. 435 SF).
H
CONSTRUCTION NOTE F:
CONSTRUCT 130 LIN. FT. OF 8.5' WIDTH,
1
B" THICK CONCRETE SIDEWALK (APPROX. 1105 SF) AT BACK
w
OF GUTTER TO BE CONSTRUCTED ALONG
"= b
WEST EDGE OF HOLLAND LANE.
0
FIELD ADJUSTMENTS BY THE ENGINEER WILL BE MAKE FOR
{
BLOCK OUTS FOR EXISTING TREES.
i+ SEE NOTE G
CONSTRUCTION NOTE G:
and DETAIL SHEET 1
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:
W
REGRADE AREA TO DRAIN OVER WEST CURB OF
8.
NEW PERPENDICULAR PARKING ALONG WEST EDGE
OF HOLLAND LANE.
I p SEE NOTE G
CONSTRUCTION NOTE J:
and DETAIL SHEET 1
CONNECT TO EXISTING CONCRETE
IC3
SIDEWALK TO THE SOUTH. ADD SIDEWALK TO SOUTH
BETWEEN CURB AND EXISTING SIDEWALK
(APPROX. 126 SF)
j SEE NOTE F
CONSTRUCTION NOTE K:
and DETAIL SHEET 1
CONSTRUCT 3' WIDE CONCRETE FLUME
(APPROX. 237 SF) FROM NW CORNER OF EX. PARKING
AREA TO NORTH EDGE OF EX. AREA INLETIJUNCTION BOX.
RE -GRADE AREA TO DRAIN.
INSTALL 6 BOLLARDS @ 20' ON CENTER
CONSTRUCTION NOTE L:
EACH SIDE OF 8.5' SIDEWALK
MODIFY EX. INLET TO ALLOW ENTRY OF
SET BACK 12" FROM EDGE OF GUTTER
FLOW FROM NEW
3' CONC. FLUME.
SEE NOTE G
and DETAIL SHEET 1
CONSTRUCTION NOTE M:
REMOVE EXISTING CURB AND GUTTER AND
SEE NOTE J
CONSTRUCT 93 LIN FT 18" GUTTER ALONG EDGE
O
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.
SEE NOTE D
CONSTRUCTION NOTE P:
N/A
t
CONSTRUCTION NOTE Q:
SEE NOTE C
N/A
i
CONSTRUCTION NOTE R:
WETSURVEYNAIL
CLEAN OUT DITCH AND OUTFALL VVEST 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.
LEGEND (EXISTING)
.Symms
0 FOUND IRON PIN
LREM
----------------------.--_—___
EASEMENT
B;# LIGHT POLE
'aL POWER POLE
CURB
III TELEPHONE PEDESTAL
1206
19 TV PEDESTAL
INTERMEDIATE CONTOUR
0 MANHOLE
--------------------- 1205--------
1NDEX CONTOUR
O SANITARY SEWER CLEANOUT
Za GAS METER
SANITARY SEWER LINE
D4 GAS VALVE
GAS LINE
-- STORM SEWER PIPE
c DOWN GUY
WATER UNE (SPECIFY SIZE & TYPE)
DlQ
WATER VALVE
-
UNDERGROUND TELEPHONE
-il-
FIRE HYDRANT ASSEMBLY
C�1
AIR RELEASE VALVE
A�
UNDERGROUND ELECTRIC
A
FIRE DEPARTMENT CONNECTION
Z- s 3 Sir.=L
O
WATER METER
OVERHEAD ELECTRIC
SCALE: 1 "=40'
SPRINKLER HEAD
---
0
ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
CHECKED BY: EJP
OVERHEAD TELEVISION
SHEET
GRATED INLET
REGISTERED
PROFESSIONAL
= �+: . m
SEAL m =
DROP INLET
CHAIN LINK FENCE
PROJ. NO: P735-47
WOOD FENCE
40
0 40 80 120
GRAPHIC SCALE (IN FEET)
1" (INCH) = 40' (FEET)
LITTLE ROCK SCHOOL DISTRICT
PARKING IMPROVEMENTS
CLOVERDALE MAGNET MIDDLE SCHOOL
Z- s 3 Sir.=L
6300 Hinkson Road
DESIGNED BY: EJP
PLAN
SCALE: 1 "=40'
9t ATE 07. = `oLOMnnnmunnop
"'`,,,
SHEET NO.
ARK NSAS \ o° ypC1ATES
DRAWN BY:
CHECKED BY: EJP
� 5 04 Fy °
*** ., ,�, q�..
SHEET
Z
REGISTERED
PROFESSIONAL
= �+: . m
SEAL m =
DATE: 10-8-10
PROJ. NO: P735-47
PETERS & ASSOCIATES
ENGINEER = „�. 1983 �`
* * P
NEST PETER
9'QKANs? q�� '
,, �' ._.
I ENGINEERS, INC.
. 4682
,'�'"`iounwN*InaoaYLY "`".
� I • CIVIL & TRAFFIC ENGINEERING
5507 Rauch Drive —Suite 205 (501) 888-3999
'I
Little Rock, Arkansas 72223 Fax (501) 868-9710
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