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BUILDING FRONT
PARKING LOT PAVING
2" ASPHALTIC CONCRETE HOT
MIX SURFACE COURSE
6" CRUSHED STONE BASE
DIMENSION SHOWN
ON PLAN
5" 2"
4"
COURSE CLASS SB -2
ti
\ 1" 5 i0
2' CONCRETE CURB
FLOOR ELEV. �`
_ t 4"/R. AND GUTTER , \\7% \\% v N
10" -
Al
6 r 8" ask„
4" CONC. 6" SUBGRADE
WALK
6„ COMPACTED TO (7")
95% MODIFIED 6" (17") -
PROCTOR DENSITY
TYPICAL SECTION - SIDEWALK AT BUILDING TYPICAL SECTION - PARKING LOT PAVING
SCALE: NONE CONCRETE CURB AND GUTTER DETAIL
SCALE: NONE
SCALE: NONE
i NOTE: DIMENSION SHOWN IN PARENTHESIS APPLY
EXISTING 16" WATERLINETO CURB AND GUTTER ALONG BASELINE ROAD
APPROXIMATE 42' NORTH i� AND STAGECOACH ROAD
CENTERLINE BASELINE RD.
-- - - - - - - - - - - - --G--- - - - - - - - - - -- 3ON 12" WATER SERVICE CONNECTION
6" GAS PIPELINE 0 j 3" WATER SERVICE LINE !
APPROX. 25' NOTH II EXTEND 18" RCP
OF CE BASELINE ROAD v I i TO GRATE INLET ��
W. BASELINE ROAD
DIVERT DITCH r° I I
INTO STORM — — — — — — — — — -- — — —
18"
DRAIN PIPE REPAIR EXISTING PAVEMENT
AS PER CITY REQUIREMENTS EXISTING SANITARY
— -- —
_ (I SEWER MANHOLE (ADJUST TO GRADE)
EN FLARED SEWER — — _ — _ — _ _ _ a289 L 2'--S18"CONSTRUCTEXISTING EDGE OF PAVEMENT END SECTION — ,----- ---5------
292 0 330 PROPOSED STRE T WIDENING �O $SEE SHEET 2 oGRATE INLET 6g
20LF 18" STORM \ c
DRAIN \\ 55.0' — A� — — N 89'26' 8" E �-
\\ 0 7 _ _ HANDICAP
18 TORM DRAIN PIPE 24"E 288.5 \ RAMP \
CONSTRUCT -- — CONCRETE / WATER \\ FUTURE d LANDSCAPED AREA /
CURB INLET METER LANDSCAPED R A \\ CONCRETE 4 o T.C. 92.02
t 290.8 DRIVE SETTING DR1VC. — h
_ — — ---G. 9—��
PROPOSED R/W .'N.LC. /
� � 4' ONCRETE SIDEWALK
4. -= 9 /; 1563'
\CONSTRUCT \�
6 5 f�\ pi T. C. 91.6 /
/j / "SANITARY
`L 1 A j / G. 91 1
N a \ /\ SEWER SERVICE \
G. _ -- ---- L 35.0 �S'0, fl. '%
` ' �\\\ � HANDICAP
�-25 BLDG, LINE (�}, \` RAMP I
. s
T. C. 91.17
3' c� /// I 94.6 /
// G. 90 87 '5.1 // CONSTRUCT
STO 15 l �23' - \ 93.0' DET N10TO M, WN� R /// CURB INLET
FENCE BUFFER cp a 4.6
A4E A, / REMO HEADWALL AND
FUTURE28� EXT D 24" RCP TO
CUR INLET
CONVENIENCE EXIST. FL 24"
29
IISHED FLOOR w ' /// --- STORE \ FUTURE11 1
C ,I �� ELEV. 286.8
7.0 FUTURE— V A �
w v �' CAR G. 906/
o�
WASH \
o \,N RETAIL v III -- \ ��j�QQ / i /lh Q ep O
SPACE in a, III `. 6 \ \ Gp \� / ///^
0 zz III 5,5.1 \ F C2 / , p �'�j4.Qo
BLDG. I ` ' 95.1
\\ "95.6
FJ��� 90.96 �Q�o 8 ��
I v C.
III _ �y 3 a 3
p -- ---- 294 ---_ N
6"
:E OF CURB
ERGRAL CURB
"H" VARIES FROM 4"
AT STREET TO O" AT
EDGE OF SIDEWALK
DRIVEWAY SECTION B -B
SCALE: NONE
TOP OF DRIVEWAY CURB
DRIVEWAY SURFACE
22 BASE LINE 4'- 0"
15' STAGECOACH NO
DRIVEWAY CURB VARIES I CURB
FROM 4" HEIGHT
STREET CURB AND 0" I
@ 4' FROM R.O.W.
2" LIP- 1 4" FT. 1� "1FT.
�- 6"CONCRETE
STREET
DRIVEWAY SECTION A -A
SCALE: NONE
-2' CONCRETE CURB
AND GUTTER
TRANSITION CURB TO FROM
6" TO NO CURB IN 6"
/- CURB ALONG
p DRIVEWAY
ASPHALT
DRIVE
ASPHALT
x" PAVEMENT
v' A4� xv e R.O.W. LINE —
o. °v
V.
' _-4' CONCRETE
.:x
x x.e
SIDEWALK
CONCRETE
! " " °„ DRIVEWAY
0 Ly \O
APRON 0. X. v " EXPANSION
EXPANSION O�'lscs ' JOINT
JOINT — ,` .,; x x„
= °—"-----
-CONCRETE CURB AND A
GUTTER (HEAVY DUTY TYPE)
ASPHALT PAVEMENT
- -- ��//PP.nNG / �^ NOTES CONCRETE DRIVEWAY PLAN
p/a \� EOG 0' �/ WATER AND SEWER LINE CONSTRUCTION SHALL SCALE: NONE
`O ? - _ _ _ - g• \yy I// i ) BE ACCORDING TO THE STANDARD SPECIFICATIONS
- OF THE LITTLE ROCK WATER WORKS AND THE LITTLE ROCK
.39 \ / / WASTEWATER UTILITY, RESPECTIVELY.
ebr5 8822'18" E2000NR V 0� 40.0
a \\ \ // \\ ! / 10'R / ALL ELEVATIONS AND DIMENSIONS SHALL BE REFERECED TO
�4?96.5 \\ \ �4 A SURVEY BY BROOKS AND CURRY, INC. DATED 10-15-85-
\ 295 - v
.92 ;
42 THERE ARE NUMEROUS UNDERGROUND AND ABOVEGROUND UTILITIES
\ 29 — — _— _ / 25' B DG. ON AND ADJACENT TO THIS SITE. THE CONTRACTOR SHALL CONTACT
6 8� LINE M p / / / THE VARROUS UTILITY COMPANYS TO FIELD LOCATE AND IDENTIFY THE
Ai7 S2 rn O / / UTILITIES.
Q 5' CONCRETE SIDEWA K �-- 97.42 // /
/ 4
UJ -- �O / Q� �. / /l S0• LEGEND
O /
M m 1 O" CON TRUCTrl
SA
\ — — —SEWER RY
00 0\' \ RETAIL SPACE M/4NHOLE
z� /� �� A BLDG. /
-291 - - - --
-97 - - -- _ 97.32 I I I CONSTRUCT DRAINAGE 94.6
— — — — — — — — — SWALE FROM GUTTER
S 89.30'37" W FINISHED FLOOR 4'CONCRETE r7Z LINE TO EXISTING DITCH
SIDEWALK CONSTRUCT 4
297.5 SANITARY SEWER
SERVICE LINE EXISTING (((
EXISTING 8" &) MANHOLE END STREET WIDENING II
SANITARY SEWER // TOP 296.65 FROM
I WALK II
SERVICE E 285 0 FROM PROPERTY LINE
PROPOSED FINISHED SURFACE ELEVATION
EXISTING FINISHED SURFACE ELEVATION
PROPOSED FINISHED SPOT ELEVATION
CURB AND GUTTER IN FUTURE DEVELOPMENT