HomeMy WebLinkAboutZ-7534 Map 1i
l�lS� Wa00 f'L,tJGi
LANDSCAPE
T AREA
HANDICAP
SIGNAGE mac,
19.00' a ani( $
o-
z
5j SIDEWALK
LANDSCAPE
AREA
TAYLOR '_OOP CREEK
TOP BANK _
CONCRETE _ TREATED WOOD DECK
SIDEWALK �-
WOODEN
LANDING
ASPHALT
PAVING
4.36,
FFL276.47
1 STORY FRAME
BUILDING
LANDSCAPE
AREA
L
RAM?LP
.. _ DRLT`,
o- 5' SIDEWALK
L
E .
APR ON TO ggE CONSTRCONCRETE
-- - PER CITY DETAIL PW-.; APRON
\ y L \ w
AR STATE HWy 10
12"X18", 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN R7-8, AS SHOWN
IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
4"X4" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
CONCRETE (12" DIA. HOLE).
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
GENERAL NOTES
1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE
BASED ON RECORDS FROM SAID UTIUIY COMPANIES AND ARE
HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL
BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR
OR REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED
AS A RESULT OF THIS CONSTRUCTION PROJECT.
4. CONTRACTOR SHALT. NOTIFY THE PROJECT ENGINEER AND THE
OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED
IN ACCORDANCE TO THE LITTLE ROCK WASTE WATER UTIUMES
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO THE CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL
BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW
TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
/�, j9D�k �� �,a LJAI! �JCQ2LC] a 13~nlc�os ,
1D. e_ -L P, l5 o N%is4- /n',+./ J is 41h. sem' DIS 1 '0 t, 'q ;rhe
�G1o,*'j
C��--
[y , �49h k,,&,) �cC.�c_t.�`
,I42f z P�w.ocn�
i-2" HMAC SURFACE COURSE, N. 2
7" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
TYPICAL PAVING SECTION
NTS
UP
CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
LITTLE 110"K PL ANNI^!G CC'°.TAIMON
,lP'01LD a
M dU ?=COFUUA111D, .
DD, FL: �JL1SZoy
10 5 0 10 20
SCALE
2._753Y
SCALE 1 Is
= 10'
AWN BY-- BSR
CHECKED BY:
APPROV Y
DAM-:- 8/12/04
PROJECT NO.
2004-010
c -i
Tn
Q
O
�0
LL
z
4S
J
�
U
Z
0-I O
z
Y
z
w
w>-
i;j
o
Lil
U
W
2
to
0-
a
0
w
Q
0
O
fn
W
C)
�
PROJECT NO.
2004-010
c -i
Q
U
�0
LL
z
J
�
O
0-I O
z
z
w
w>-
i;j
o
Lil
U
W
2
to
PROJECT NO.
2004-010
c -i