HomeMy WebLinkAboutZ-5392-C Map 2�V
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V
V
TO
EX. WOOD POWER POLE
WITH TRANSFORMERS
CONSTRUCT 160 SF
8" CON_ C. SIS DEWALK
GUTTER ONLY (NO
O
OD
191.7'
kCr 2
EX, A
WN
ON
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F oNs UCTE%CONGPAiCN
NEcaysr"ucr Ex cauc.smexu.
coNsrRucr xeu sloEwnuc ANp AnA RpA1P
PLAYGROUND
GARDEN AREA
II
INSTALL V PVC WATER AND INSTALL FROST -FREE HYDRANT & '
i N
CONSTRUCTION NOTE A:
QUICK COUPLE DISCONNECTAT WEST END.
J
SAWCUT ASPHALT &
-'�'--
Ij
W
ird SIKET
EX WATER TO BE RE-ROUTED TO GARDEN AREA.
LL
392.2'
NEW GUTTER EDGE.
4
U
CONSTRUCTION NOTE B:
1
14
F-
AND HATCH AS SHOWN ON SHEET 3.
lA
+---�"^-
CONSTRUCTION NOTE C:
REMOVE EX. CONC. DUMPSTER PAD
183.
b
Y
J
I
W
WITH 8"X 8" WOVEN WIRE REINFORCEMENT.
O
ALSO REPLACE 30 LF CONC. GUTTER and REPAIR
O I
________
70 SF PAVEMENT.
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Of
P-- - i�ctic�r:�ler�•ys�r`�e�
i •� �all
EX. TREES AND FLAG POLE TO REMAIN REMNE EX ASpHALT hank [- _ == _. � � REPAIR EX ASPHALT TO 1 'DEPTH
»»»
OVERLAY EX. PARKING
SEE NOTE K
SEE NOTE L
Il"
END CONC. PAVED DITCH
EX.ASPHALT
WITH RCP CU
AT DITCH LIN[
TO REMAIN
- SEE NOTE S
SEE NOTE S
SEE NOTE R
x
EX. AREA INLET
v� rrHL
SIDEWALK
Z9°�
Fg B .
G ` /
n Y\
SURVEY NAIL
EX. CONIC.
11-1 EL II Il El EL EL Z EL
11
/Ex CONC. PICNIC
TABLE TO BE REMAIN
HINKSON RD
❑"�- EX. CONC. PICNIC
TABLE TO REMAIN
I
m
05 = NET GAIN PARKING SPACES
SETSURVEY NAIL
ROW
1
D
Z
CONSTRUCT.
CONG CURS
& GUTTER (T
DATE: t I. ti Lk
tit*
REGISTERED
PROFESSIONAL
ENGINEER
ttt
NEST PETER
. 4682 /% .4
/Z9 x-70
n` SEAL
1983
'RAN
40
0 40 80 120
GRAPHIC SCALE (IN FEET)
1" (INCH) = 40' (FEET)
LITTLE ROCK SCHOOL DISTRICT
PARKING IMPROVEMENTS
CLOVERDALE MAGNET MIDDLE SCHOOL]
6300 Hinkson Road
DESIGNED BY: EJP PLAN SCALE: 1 "=40'
DRAWN BY: SHEET NO.
CHECKED BY:
DATE:P 10 8-10 SHEET PROJ. NO: P736-47
PETERS & ASSOCIATES
ENGINEERS, INC.
i• CIVIL & TRAFFIC ENGINEERING
5507 Ranch Drive – Suite 205 (501) 868-3999
�_. I Little Rock, Arkansas 72223 Fax (501) 868-9710 j
II
CONSTRUCTION NOTES
i N
CONSTRUCTION NOTE A:
SAWCUT ASPHALT &
-'�'--
Ij
REMOVE EXISTING CURB
ird SIKET
NEW ASPHALT SURFACE TO MATCH
_
(� _� -
NEW GUTTER EDGE.
4
II
CONSTRUCTION NOTE B:
1
14
REMOVE EXISTING PARKING SPACE MARKINGS
AND HATCH AS SHOWN ON SHEET 3.
---r.
+---�"^-
CONSTRUCTION NOTE C:
REMOVE EX. CONC. DUMPSTER PAD
AND CONSTRUCT 8" DEPTH CONCRETE PAD
Y
(APPROX. 252 SF)
I
WITH 8"X 8" WOVEN WIRE REINFORCEMENT.
ALSO REPLACE 30 LF CONC. GUTTER and REPAIR
O I
70 SF PAVEMENT.
CONSTRUCTION NOTE D:
o
CONSTRUCT 12'X 12'X B' HIGH WOOD FENCE
�i
DUMPSTER ENCLOSURE WITH DOUBLE
GATES AND CLOSURE HARDWARE.
w I
CONSTRUCTION NOTE E:
5 0'
SAWCUT EX. CONCRETE WALK AND
PLACE NEW 14' WIDTH
2. 0'
CONCRETE SIDEWALK FROM SAWCUT EGDE
C5 Ij
TO STREET EDGE (APPROX. 435 SF).
0
H
1
CONSTRUCTION NOTE F:
CONSTRUCT 130 LIN. FT. OF 8.5' WIDTH,
8" THICK CONCRETE SIDEWALK (APPROX. 1105 SF) AT BACK
A
m
OF GUTTER TO BE CONSTRUCTED ALONG
u1 h
WEST EDGE OF HOLLAND LANE.
Q�
FIELD ADJUSTMENTS BY THE ENGINEER WILL BE MAKE FOR
- H
BLOCK OUTS FOR EXISTING TREES.
47.
SEE NOTE G
CONSTRUCTION NOTE G:
i
and DETAIL SHEET 1
REMOVE EX. CURB AND GUTTER AND
10 E
I�CONSTRUCT
224 LIN. FT.
Al
18" CONCRETE GUTTER ALONG
SIDEWALK _
WEST EDGE OF HOLLAND LANE.
i
CONSTRUCTION NOTE H:
REGRADE AREA TO DRAIN TO EX. DOME -GRATE
2
I�
INLET. SPECIAL CARE TO BE TAKEN AROUND TREES TO
OS RV N IL
PROTECT TREES AND ROOT SYSTEM.
NOTE I:
ICONSTRUCTION
LJ
REGRADE AREA TO DRAIN OVER WEST CURB OF
8.
NEW PERPENDICULAR PARKING ALONG WEST EDGE
i
OF HOLLAND LANE.
N
I p
SEE NOTE G
CONSTRUCTION NOTE J:
and DETAIL SHEET 1
CONNECT TO EXISTING CONCRETE
J
SIDEWALK TO THE SOUTH. ADD SIDEWALK TO SOUTH
�1 �+ : N =
BETWEEN CURB AND EXISTING SIDEWALK
(APPROX. 126 SF)
SEE NOTE F
CONSTRUCTION NOTE K:
20.0'
and DETAIL SHEET 1
CONSTRUCT T WIDE CONCRETE FLUME
(APPROX. 237 SF) FROM NW CORNER OF EX. PARKING
AREA TO NORTH EDGE OF EX. AREA INLETMUNCTION BOX.
RE -GRADE AREA TO DRAIN.
N
INSTALL 6 BOLLARDS @ 20' ON CENTER
CONSTRUCTION NOTE L:
1 O
EACH SIDE OF 8.5' SIDEWALK
MODIFY EX. INLET TO ALLOW ENTRY OF
SET BACK 12" FROM EDGE OF GUTTER
FLOW FROM NEW
-"I 21.6
T CONC. FLUME.
I
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
I
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.
� 1+
SEE NOTED
CONSTRUCTION NOTE P:
�•'
N/A
CONSTRUCTION NOTE Q:
SEE NOTE C ,
N/A
CONSTRUCTION NOTE R:
�;ETsuw:dEY NAk
CLEAN OUT DITCH AND OUTFALL WEST OF
CONC. HEADWALL.
j
CONSTRUCTION NOTE S:
J
CONSTRUCT CONC. PAVED DITCH PER DETAIL
(APPROX. 320 LIN FT). ELEVATIONS TO BE SET IN
THE FIELD WITH THE ENGINEER.
�ya��pp�ry��
SYMBUS
LEGEND (EXISTING)
UNEWORK
o FOUND IRON PM
-----------------------------
EASEMENT
i'F LIGHT POLE
hL POWER POLE
CURB
IS TELEPHONE PEDESTAL
1206
® N PEDESTAL
INTERMEDIATE CONTOUR
O MANHOLE
---------------------1205--------
INDEX CONTOUR
0 SANITARY SEWER CLEANOUT
a GAS METER
SANITARY SEWER LINE
D4 GAS VALVE
GAS LINE
--� STORM SEWER PIPE
< DOWN GUY
WATER LINE (SPECIFY SIZE & TYPE)
D,L4 WATER VALVE
--SMI----.,
-6- FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
0 AIR RELEASE VALVE°—
UNDERGROUND ELECTRIC
5. FIRE DEPARTMENT CONNECTION —i---as�—i--a--r.
O WATER METER
OVERHEAD ELECTRIC
@ SPRINKLER HEAD
--:M�---w..----�.—
m ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
sErsuRVEr NAa
®
(�—'
GRATED INLET
OVERHEAD TELEVISION --
--i
�
DROP INLET
CHAIN LINK FENCE
WOOD FENCE
DATE: t I. ti Lk
tit*
REGISTERED
PROFESSIONAL
ENGINEER
ttt
NEST PETER
. 4682 /% .4
/Z9 x-70
n` SEAL
1983
'RAN
40
0 40 80 120
GRAPHIC SCALE (IN FEET)
1" (INCH) = 40' (FEET)
LITTLE ROCK SCHOOL DISTRICT
PARKING IMPROVEMENTS
CLOVERDALE MAGNET MIDDLE SCHOOL]
6300 Hinkson Road
DESIGNED BY: EJP PLAN SCALE: 1 "=40'
DRAWN BY: SHEET NO.
CHECKED BY:
DATE:P 10 8-10 SHEET PROJ. NO: P736-47
PETERS & ASSOCIATES
ENGINEERS, INC.
i• CIVIL & TRAFFIC ENGINEERING
5507 Ranch Drive – Suite 205 (501) 868-3999
�_. I Little Rock, Arkansas 72223 Fax (501) 868-9710 j