HomeMy WebLinkAboutZ-6165 Map 33 1/2" 1 1j2', & LINE
3/4-�\
6":F'
GATE HARDWARE:
r°"r" Tn "`^`"� NOTE1: HGT. OF FENCE SHALL BE ! #' STANLEY CD1291 HINGE (3 EA. SIDE)
RE 24 GAUGE STEEL SIGN 8'-0" AROUND DUMPSTER PAD OR EQUAL
PAM AND 6'-0' AT ALL OTHER
CD1273 ANTISAG GATE
LOCATIONS. w
z KIT (2 EA.) OR EQUAL
1/4" BOLT TOP1'_10 3 4" i SII w " CD1009 X 18 CANE BOLT,
AND BOTTOM ` V) OR EQUAL
j CD1261 GATE LATCH OR EQUAL
- o l ALL WOOD IS 0,60 PRESSURE
CURB BEYOND -7 TREATED PINE
1 2 > GALV. STEEL PIPE 2"�� I COORDINATE PAINT COLOR
W/ CAP (PAINT)
EXP. JT- i 6'-0" ® - - SETSPOSTSDIN A L OWNER
FASTENERS SHALL
•
CONCRETE W/ BE GALVANIZED
t 4" MIN. THICKNESS
I. 1 ALL SIDES & BOTTOM
PLAN
ASHP, CONC. SURFACE
SECTION
W.T. 9 a_ LAI
6„
ANCHOR POST
IN CONCRETE
R7-8 SIGN AS LISTED IN THE
FEDERAL MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES.
HANDICAP PARKING SIGN
m
2" ACHM TYPE 2 SURFACE
6" CL. 7 AGGREGATE
TACK COAT BASE COURSE
2" ACHM TYPE 2 BINDER
PRIME COAT
i�j f �'/J j'. /`� .- ��', � - ; Vii` :� ,i` .�'i � i•
q� as
:O� 0° 0Q 0.00
6 0
0(9°O ° o ° (�
8SCARIFIED & COMP—
d0�010 : O1. o ACTED SUBGRADE
2" ACHM TYPE 2 SURFACE
PRIME COAT
/8" CL. 7 AGGREGATE
/BASE COURSE
+� no ,
o000 8" SCARIFIED & COMP—
s r
ADIVIIIIIIIIft
HANDICAP SYMBOLS, SIGNS, RAMPS AND
CROSS—HATCHING IS TYPICAL FOR EACH
HANDICAP PARKING SPACE.
PAINT: SYMBOL WHITE,
BACKGROUND BLUE
CONSTRUCTION
JOINT
6" CONC. W/6 -X6" 26'-0"
W2.9XW2.9 W.W,F.
AND 4" CL 7 BASE.`m,
R.O.W.
25' R —�
N
([
-1/2" 1/4"
we mlq 4w
..
-atamom
EXISTING GROUND
=15L� 3:1
NTS
WOODEN
& GATE'
�ECTIQN
_J
_DUMPSTER &_ _APPROACH SLAB
NOTE:
REFER TO CROSS SECTIONS FOR
SLOPES. NO CHANGES SHALL B
SLOPES WITHOUT THE APPROVAL
A.C.H,M. SURFACE COURSE
(3") 330LBS PER SQ. YD.
WIDTH VARIES
MATCH EXISTING
ROADWAY CROSS—
SLOPE--\
CONCRETE CURB
AND GUTTER
P.C.C. PAVEMENT
C, L.
ROAD
NORM DEVIATIONS FROM NOR
E MADE FROM THE PLAN
OF THE ENGINEER.
121' EXISING ROAD
A.C.H.M. SURFACE COURSE
(1.5 IN. OVERLAY) 65LBS PER SQ. YD.
' f l—EDGE T EXISTING
�//'" AGG. BASE COURSE(_CLASS 7) EDGE OF ASPHALT
9" UNIFORM COMPACTED DEPTH
8" MINIMUM COMPACTED @ 100% MODIFIED PROCTOR DENSITY
SUBGRADE COMPACTED C�
95% MODIFIED PROCTOR
DENSITY TYPICAL SECTION OF TURN LANE IMPROVEMENT
STATION 0+00 — STATION 7+13.36
TERMINATE APRON 1 ri 8" DIA. SCH 40 STL.
AT R.Q.W. PROPERTY !PIPE, RIND SMOTH,
FILL W CONC. AND
UNE PAINT AS SPECD.
3/4" EXP, JOINT I (TYP.)FIIN
ISHED GRADE
25' R
A' n" LJIKI nm IAIIMrm Arm laln,r�nrrr. nu r�r�aun.�
11 SLOPE 1/4" PER FT.
-
COMPACTED SUBGRADE -
SECTION A -A
A
1/2" EXPANSION JT. TROWELED CONTROL JT
7 JAT 4' INTERVALS
CONTINUOUS EXPANSIO
JT. WHERE SIDEWALK 1
CURB ARE CONTIGUOUS.
SEE NOTE BELOW
1/2" EXPANSION JT.
EXISTING CONCRETE
GENERAL NOTES:
1. SIDEWALKS TO BE 4" THICK.
2. REFER TO SITE DIMENSIONING PLAN FOR SIDEWALK WIDTHS,
3. 1/2" EXPANSION JTS. SHALL BE PLACED AT 60'-0" INTERVALS,
NEXT TO STRUCTURES, DRIVES, AND CURB AND GUTTER.
SIDEWALK PLAN AND SECTION
NTS
c ,E
�,�uxGER
ImwEnpLneera-SurvePwa-Laadac5?s Arehitxta
201 South fzor6 a Little Pock, Arc 72201 0 501/375-5381
4'-4 1/2"
l 4 1/2",
RADIUS
— 6" PORTLAND
CEMENT CONCRETE
—`
/
6" X
6" W2,9 X W2.9 WWF
iw
1/2" m
a u °1
q b
4" CL 7 AGGREGATE04,
a nn,; °
e ° °
4a
BASE COURSE
:- r
en L
N
SCARIFIED AND
COMPACTED SUBGRADE
i
i al i ri a =
Iii �I
1�
I : F II l 1= II !
I ma!I I=!]
M
(ENTRY DRIVE APRONS AND
DUMPSTER PAD
APRON)
PORTLAND CEMENT CONCR
PAVEMENT
1'-3"
1'
1
NTS
^N
s
2"
3'-4 1/2"
2" ACHM TYPE 2 SURFACE
6" CL. 7 AGGREGATE
TACK COAT BASE COURSE
2" ACHM TYPE 2 BINDER
PRIME COAT
i�j f �'/J j'. /`� .- ��', � - ; Vii` :� ,i` .�'i � i•
q� as
:O� 0° 0Q 0.00
6 0
0(9°O ° o ° (�
8SCARIFIED & COMP—
d0�010 : O1. o ACTED SUBGRADE
2" ACHM TYPE 2 SURFACE
PRIME COAT
/8" CL. 7 AGGREGATE
/BASE COURSE
+� no ,
o000 8" SCARIFIED & COMP—
s r
ADIVIIIIIIIIft
HANDICAP SYMBOLS, SIGNS, RAMPS AND
CROSS—HATCHING IS TYPICAL FOR EACH
HANDICAP PARKING SPACE.
PAINT: SYMBOL WHITE,
BACKGROUND BLUE
CONSTRUCTION
JOINT
6" CONC. W/6 -X6" 26'-0"
W2.9XW2.9 W.W,F.
AND 4" CL 7 BASE.`m,
R.O.W.
25' R —�
N
([
-1/2" 1/4"
we mlq 4w
..
-atamom
EXISTING GROUND
=15L� 3:1
NTS
WOODEN
& GATE'
�ECTIQN
_J
_DUMPSTER &_ _APPROACH SLAB
NOTE:
REFER TO CROSS SECTIONS FOR
SLOPES. NO CHANGES SHALL B
SLOPES WITHOUT THE APPROVAL
A.C.H,M. SURFACE COURSE
(3") 330LBS PER SQ. YD.
WIDTH VARIES
MATCH EXISTING
ROADWAY CROSS—
SLOPE--\
CONCRETE CURB
AND GUTTER
P.C.C. PAVEMENT
C, L.
ROAD
NORM DEVIATIONS FROM NOR
E MADE FROM THE PLAN
OF THE ENGINEER.
121' EXISING ROAD
A.C.H.M. SURFACE COURSE
(1.5 IN. OVERLAY) 65LBS PER SQ. YD.
' f l—EDGE T EXISTING
�//'" AGG. BASE COURSE(_CLASS 7) EDGE OF ASPHALT
9" UNIFORM COMPACTED DEPTH
8" MINIMUM COMPACTED @ 100% MODIFIED PROCTOR DENSITY
SUBGRADE COMPACTED C�
95% MODIFIED PROCTOR
DENSITY TYPICAL SECTION OF TURN LANE IMPROVEMENT
STATION 0+00 — STATION 7+13.36
TERMINATE APRON 1 ri 8" DIA. SCH 40 STL.
AT R.Q.W. PROPERTY !PIPE, RIND SMOTH,
FILL W CONC. AND
UNE PAINT AS SPECD.
3/4" EXP, JOINT I (TYP.)FIIN
ISHED GRADE
25' R
A' n" LJIKI nm IAIIMrm Arm laln,r�nrrr. nu r�r�aun.�
11 SLOPE 1/4" PER FT.
-
COMPACTED SUBGRADE -
SECTION A -A
A
1/2" EXPANSION JT. TROWELED CONTROL JT
7 JAT 4' INTERVALS
CONTINUOUS EXPANSIO
JT. WHERE SIDEWALK 1
CURB ARE CONTIGUOUS.
SEE NOTE BELOW
1/2" EXPANSION JT.
EXISTING CONCRETE
GENERAL NOTES:
1. SIDEWALKS TO BE 4" THICK.
2. REFER TO SITE DIMENSIONING PLAN FOR SIDEWALK WIDTHS,
3. 1/2" EXPANSION JTS. SHALL BE PLACED AT 60'-0" INTERVALS,
NEXT TO STRUCTURES, DRIVES, AND CURB AND GUTTER.
SIDEWALK PLAN AND SECTION
NTS
c ,E
�,�uxGER
ImwEnpLneera-SurvePwa-Laadac5?s Arehitxta
201 South fzor6 a Little Pock, Arc 72201 0 501/375-5381