HomeMy WebLinkAboutZ-4336-F Map 6PROVIDE ARROW WHERE CALLED FOR
ON THE PLAN.
CENTER ARROW ON
18' OR 20' DRIVING
LANE.
PAINT
WHITE
DIRECTIONAL ARROW
SCALE: NONE
4" R.
2'-8" R
4" WHITE STRIPE (TYP-)
HANDICAPPED PARKING
STALL SYMBAL
SCALE: NONE
1'-O" x 1'-6" x .080
ALUMINUM HANDICAPPED
PARKING SIGN. SIGN TO
READ "RESERVED PARKING"
W/IDENTIFICATION SYMBOL.
BOLT TO STEEL TUBE W/ 3/8"
CADMIUM PLATED BOLTS,
RESERVED
NUTS AND WASHERS. ---
PARKING
2"x2"x188"
STEEL TUBE
PAINT PIPE
BASE YELLOW o
LI
PAVEMENT-7
I
0
12" 0 - iv
CONCRETE
NOTES:
1, HANDICAPPED PARKING SIGN SHALL
CONFORM WITH CURRENT STATE AND
LOCOAL COADES AND REGULATIONS.
2. PROVIDE 1 SIGN BETWEEN EACH
PAIR OF HANDICAPPED STALLS.
"HANDICAPPED PARKING"
SCALE: NONE
1 /2"
1 /4"
1
NOTE: PLACE CONTRACTION JOINTS
AT 15' SPACING. PLACE 1/2"
PREMOLDED EXPANSION JOINT AT
p MAX. 60' SPACING, AT END OF RADIUS
AND AT LOCATIONS WHERE CURB
WOULD OTHERWISE ABUT SIDEWALKS,
DRAINAGE STRUCTURES OR OTHER
CONCRETE STURCTURES.
SAW CUT PREMOLDED EXPANSION
SEE DETAIL THIS SHEET JOINT FILLER
NOTE: PLACE CONTRACTION JOINTS NOTE: PROVIDE EXPANSION JOINTS AT P.C.'s
AT 10' MIN. TO 15' MAX AND P.T.'s OF CURVES AND AT POINTS
SPACING. OF CONTACT WITH FIXED OBJECTS,
CONTRACTION JOINT EXPANSION/CONSTRUCTION JOINT
CURB JOINT DETAILS
SCALE: NONE
NOTES: 1. EXPANSION JOINT SPACING SHALL
BE BETWEEN 30' AND 50'.
2. TOOLED TRANSVERSE CONTRACTION
JOINTS AND CONSTRUCTION JOINTS
SHALL BE SPACED THE SAME WIDTH
AS THE WALK (5' MAX.)
3, SIDEWALKS SHALL HAVE A CROSS -
SLOPE OF 1/4" PER FT. IN THE
DIRECTION OF SURFACE DRAINAGE
IN TH AREA.
4, PROVIDE EXPANSION JOINTS FULL
DEPTH AGAINST ANY EXISTING
OR PROPOSED CURB, STRUCTURE,
SLAB, OR WALK.
PREMOLDED EXPANSK
JOINT FILLER
P,C. CONCRETE SIDEWALK DETAILS
SCALE. NONE
GRANULAR F<
MATERIAL �''>`
SUBGRADE-
��_ _--1
I
I// I
i
MIN. 3" CRUSHED
STONE EIEDDING-
1/2" EXPANSION
JOINT
1/2" EXPANSION JOINT
2"CLR
O 4F—
B
4'-0" MIN.
tib` I t
# 6 86S III I /
3'-0" THROAT
va 4 BARS CONTINUOUS
B
PLAN -STANDARD CURB INLET
SCALE: NONE
r 1/2" EXPANSION JOINT
# 5 BARS ® 6-C—C BOTH WAYS I TOP OF CURB
i� i i i• i 0 • 4
I
�I II
1 6"(MIN.) I "D"+2C 6"(MIN.) II•
6" .
•I I-0
no
GUTTER
MIN. 3" CRUSHED
STONE BEDDING
# 5 BARS ®10"C_ "C"+6" OR 8" MIN.
FRONT ELEVATION -STANDARD CURB INLET
SCALE: NON ---
NORMAL GUTTER SHAPE
II
1 ,,ga "a —# 4 BENT BAR
- 4"SOIL PIPE
8"
SEE PLAN FOR ELEV.
-2 EXTRA # 6 BARS
SEE PLAN
1 1 2" 1
SLOPE FLOOR TO
POINT OF DISCHARGE
v
# 5 BARS ® 6"C-C
1'-6" CURB
& GUTTER
- 1/2" EXPANSION JOINT
I '
TRANSITION TO 4"
DEPRESSION AT INLET
,v G
— # 5 BARS ® 10"C—C
SEE PLAN FOR ELEV.
—# 5 BARS
® 10"C-C a
EACH WAY M
8" o
0
to
w
>I
# 5 BARS ® 10"C—C
EACH WAY
"C"+6" OR
8" MINIMUM
TYPICAL SECTION B-B, STANDARD CURB AND RADIAL INLET
SCALE: NONE
SUBGRADE ELEV.
_ ---PLACE BACKFILL IN
8" LIFTS AND COMPACT
MAX. TRENCH -- TO 95% STA. PROCTOR
WIDTH=PIPE -'r - - -- DENSITY.
1.D.+2 FEE STORM DRAINAGE
00 PIPE
PLACE BACKFILL
MATERIAL IN 6" 1
LOOSE LIFTS WITH
EACH LIFT COM-
PACTED WITH
MECHANICAL TAMPER.
THOROUGHLY COMPACT MIN. 4" CRUSHED
UNDER HAUNCHES AND STONE BEDDING
FOR FULL WIDTH OF PIPE.
STORM DRAINAGE PIPE
TRENCH DETAIL
SCALE: NONE
2„
5"
3" R
3—# 4 REBAR
col 2" R CONTINUOUS
CROSS SLOPE OF
GUTTER IN PARKING
- 2'-0" LOT AREA TO MATCH
CROSS SLOPE OF
PARKING LOT.
CONCRETE CURB & GUTTER
SCALE: NONE
USE CONCRETE CURB AND GUTTER
AROUND PARKING LOT PERIMETER
AND CURBED ISLANDS IN PARKING
LOT. -
1/4"/FT.MIN.
3 1 /2" CRUSHED
STONE UNDER /
CURB /
TYPICAL PAV
SCALE: NONE
ASPHALTIC CONCRETE
SURFACE COURSE (288 LBS./S.Y.)
6" CRUSHED STONE BASE COURSE
(COMPACT TO 95% MOD. PROCTOR
DENSITY) (CLASS 7)
SUBGRADE SCARIFIED TO DEPTH OF 8"
2' AND COMPACTED TO 95% STANDARD
CURB PROCTOR DENSITY.
AND MATERIAL AND CONSTRUCTION FOR THE ASPHALT
GUTTER CRUSHED STONE AND SUBGRADE PREPARATION
SHALL BE IN ACCORDANCE WITH ARKANSAS HIGHWAY
DEPARTMENT STANDARD SPECIFICATIONS.
SECTION - PARKING LOT AREA
NO. REVISIONS I BY APPR. DATE
ARKANSAS CHILDRENS HOSPITAL
LITTLE ROCK ARKANSAS
DETAILS
PARKING LOT CONSTRUCTION
SOUTHEAST CORNER OF
8 TH AND BISHOP STREET
DESIGNED BY! WER SCALE:
NONE
DRAWN 8Y: WHS Garver+Garver
CHECKED Y: WER Engineers and Planners SHEET N0.
Little Rock, Arkansas
DATE:
NOVEMBER. 1990 3 of 3