HomeMy WebLinkAbout14-082 Map 2C 01
�10°591
� 46" E
47g 57FT
x 50'DRAINAGE t �JPRQ `h /R /
LIMIT OF CONSTRUCTION EASEMENT X��ATE
i �I pLQQ
W
� I / • X � LIMIT OF CONSTRUCTION
p
'° I � lSLNG CHAIN ' � j� ••
�a � I • � K � ENC/NG \`�(
I
I I ••
/ EXISTING CURB OPENINGS, PROVIDE &
�-� • X CONSTRUCT NEW RIP -RAP EROSION '
/ \ I • PROTECTION AND RE -GRADING FOR
NEW CHAIN-LI
FENCE
NEW 6'CURB & GUTTER (TYP.)
•30.94' 255.26'
•• TJ0TYP)
fl`
2'
0
IHCI
HAC
HCI
75'
75'
0
POSITIVE DRAINAGE - RE: C201 & 15 / C501
NEW CHAIN -LINK FENCNEW H I
26-SPACE AT1T=
292'
264.61'
rDoW
20 C �N-LINK
FENCE EXISTING CHA//� LINK •
FENCING
- I
X -- -- X X X XEXISTING 6"CURB& GUT; ER
EXISTING STRIPES
RE: NOTE 2
EXISTINGASPHALT ACRLIMIT OF CONSTRUCTIONI HC
NEW PV'MT STRIPES
RE: NOTE 2
OPEN DOCK
QF,
NEW DOCK DOOR NUMBERS
TYPICAL - RE: NOTE 3
EXISTING STRIPES
RE: NOTE 2
METAL SUILDING
....
169.36'ACR EX/ST/NGASPHALT HCLIMIT OF CONSTRUCTIONHC
x
X
179.36' 14' 23.5' 785' 11HAC
• •• •• •• •• •• • —� •e •• -♦
HAC C6 NEW PV'MT STRIPES - RE: NOTE 2COVCRETE
19ET o
SHE b
2'
41 SPACES AT 11' = 451' 7T 11 SPA. = 99'+—_Lt
O r-
L PtT
44' N
22' 1'
C 7P 185' O O 188 25' HAC 36.75' O
b PEW CHAIN LINK NEW 6" CURB & GUTTEE
' FENCING •• 3
C401
315 _- 5 00°05?t�" W 488. FT
EXISTING CHAIN 488.95' PLAT)
' • •• L/NKFEVCING
0 40' 80,
SITE PLAN ^I
1 SCALE
SCALE: 1" = 40'-0"
2
C401
-
C
v
0
I
an
O
0
I
1 I
100
I�10
I�
ul
mo
w
O
0
loa
W y
N
H
v
v
— EXISTING STRIPES
RE: NOTE 2
I
I
n
�ze
►17
NOTES:
1. ALL DIMENSIONS AT TO THE BACK OF
CURB, EDGE OF PAVEMENT OR FACE OF
Ea
BUILDING.
2. CONTRACTOR TO PROVIDE ALTERNATE
PRICING TO RE -STRIPE ALL EXISTING
C Y N T E R G Y A E C
PAVING MARKINGS ON -SITE. FOR NEW
ARCHITECTURE - ENGINEERING - CONSTRUCTION
PAVEMENT PAVEMENT STRIPING SHOULD
12155 BOULDER,OK
9 8BT 5(X0H 91�R7T�FAX ]4119
BE INCLUDED BASE BID.
3, CONTRACTOR TO INCLUDE NEW PAINTED
DOCK DOOR NUMBERS AS SHOWN ON
ARKA
PLAN (BASE BID). RE: 16 / C501.
;
GIST RED
P FES 10
4, THE EXISTING ASPHALT (ACR) REQUIRES
E E
SEVERAL AREA OF PAVEMENT PATCH &
qQ No. i s
REPAIR. CONTRACTOR TO PROVIDE UNIT
r
COST FOR SAW -CUT, REMOVAL AND
_
REPLACEMENT. PATCH & REPAIR COST
ROBERT L. DAY P.E.
SHALL BE PRICED PER SQUARE FOOT.
ENGINEER OFRECORD
5. LIMIT OF CONSTRUCTION SHOWN ON PLAN
DOES NOT INCLUDE PAVEMENT PATCH &
REPAIR OR ALTERNATE PAVEMENT
STRIPING. PATCH & REPAIR AREAS &
ALTERNATE PAVEMENT STRIPING WILL BE
DETERMINED PRIOR TO CONSTRUCTION
WITH THE OWNER / CONSTRUCTION
MANAGER.
6. THE EXISTING FACILITY WILL REMAIN
OPERATIONAL DURING CONSTRUCTION.
CONSTRUCTION PHASING SHALL BE
COORDINATED WITH OWNER / OPERATION I
MANAGER.
PAVEMENT LEGEND.
EX. ASPHALT PATCH & REPAIR
2" ASPHALT SURFACE COURSE
4" ASPHALT BINDER COURSE
8" AGGREGATE BASE
RE -COMPACT EXISTING SUBGRADE
HEAVY-DUTY ASPHALTIC CONCRETE
2" ASPHALT SURFACE COURSE
4" ASPHALT BINDER COURSE
8" AGGREGATE BASE
12" SELECT FILL OR
10" MODIFIED SUBGRADE
I HEAVY-DUTY CONCRETE
J 6" PORTLAND CEMENT CONCRETE
(4000 PSI REINFORCED, AIR ENTRAINED)
#4 @ 18" O.C. EACH WAY
4" AGGREGATE BASE
12" SELECT FILL OR
10" MODIFIED SUBGRADE
NOTE:
REFER TO GEOTECHNICAL ENGINEERING
REPORT PREPARED BY TERRACON
PROJECT NO. 35135098 DATED OCTOBER
9, 2013 FOR ADDITIONAL INFORMATION
PROJECT INFORMATION
PROJECT ADDRESS:
6103 LINDSEY ROAD
LITTLE ROCK, AR 72206
PROJECT NO.
DATE
10/07/14
DRAWN BY
CHECKED BY
SAT
TMK
W
Z N
J Q
=
Z
°C
a
z
Y
W
V
O
F-
(1)
Lu
J
�
J
ISSUE/ REVISIONS
08/29/14 OWNER REVIEW
10/07/14 FOR PERMIT
k�qp. i._ri
SITE AND
PAVEMENT IMPROVEMENTS:
6103 LINDSEY
ROAD
FOR:
SOUTHEASTERN
FREIGHT LINES
C101