HomeMy WebLinkAbout14-036 MapLEGEND (EXISTING)
SYh°
e
FOUND :IRON PIN
r.ASFM[NT
.hc
LIGHT POLE
5,
POWER POLE
CURB
m
TELEPHONE PEDESTAL
--
-
INIERMEDIATE CONTOUR.
El
TV PEDESTAL
O
MANH HE
INDEX CONTOUR
o
SANITARY SEWER CLEANOUT
L
GAS METER
SANITARY SEWER LINE
-- G
G --
Da
GAS VALVE
GAS LINE
STORM SEWER PIPE
w—_.--_W
C
DOWN GUY
WATER LINE (SPECIFY SIZE & TYPE)
IXI
WATER VALVE
-- UGT
ASSEMBLY
UNDERGROUND TELEPHONE
--�-
FIRE HYDRANT
- --- -- U GE---
(
AIR RELEASE 'VALVE
'UN!DE GROUND ELECTRIIC
F
FIRE DEPARTMENT CONNECTION
-----OHE
l
v�
O
WATER ML'-TER
'.
SPRINKLER HEAD
'e
ELECTRIC PEDESTAL
'm
.W
GRATED INLET
.a31 ;1
_r :
DROP INLET
TREe_
4o a`
TREE TO BE REMOVED
OVERHEAD ELECTRIC
---- UGTV -
UNDERGROUND TELEVISION
OVERHEAD T51LVISION
0'r! .; _INK FENOF
WOOL FENCE
GARBED WIFE FENCE
iSER OPFC
RIGHT OF WAY
ROAD CENTERLINE
j'
r,� rr•41)
I L1_jENN F�i�,l✓ i)�c
a
SET IRON PIN
EASEMENT - -- — —
LIGHT POLE�z
-
POWER POLE
CURB
.
TELEPHONE PEDESTAL
--t
INTERMEDIATE CONTOUR
N
TV PEDESTAL
Ot
MANHOLE
t205" --
INDEX CONTOUR
o
SANITARY SEWER CLEANCUT
.A
GAS METER
SANITARY SEWER LINE
GAS VALVE
�=
STORM SEWER PIPE
GAS LINE
✓t
�-"-
STRUCTURE NUMBER
WA 'ER LINE
WATER VALVE
_
F;RE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
AIR RELEASE VALVE
--------- ----- - -
„IT"
FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC
a'
WATER METER
OVERHEAD ELECTRIC
BACK ROW PREVEN(=R
«.
REDJCER
F BER 0 rC-
DROP iNLFT, G.<ATED INLET
,DERCR'„ ND TEL `ISION
OR JUNC':O!N BOX (SPECUrY
- -- ----- O" i V
'
ON PLAIN SHEE ;
OVERHEAD TELEVISION
CHAIN LINK FENCE
WOOD FENCL
---- X — -- x - - -.
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
a* ~I T E tgCTES
-HE DESIGN, I?<iSPt"110tJ, ANO CER�IEICAI-!ON 0' ANY tFWN !G ' AL. SHOWN OR
REFERENCED HEREIN, 1,NCLUDING 61), NOI LIMITED 10, SEGMENTAL RE A'NING WALLS, MASS
C>>^nAb??!' WARS, Gf,BION WALLS, ETC., GREATER ?I+:AN FORTY-EiGiT INCHES IN HEIGHT,
SHALL BE BY 0-;HERS. ANY RETAINING ,AL DATA SHOWN OR REFERENCED HEREIN SHALL
BE FOR COORDMATTON OF THE't,'AL LOCATION AND ELEVATIONS ONLY.
�. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE,/FEDERAL
REGULATIONS AND CODES AND OSHA. STANDARDS.
�. CONTRACTOR SHALL REFER TO ARC(+I!L7CPJRAL PLAidS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT UTIiT•T' ENTRANCE LOCATIONS.
4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE l4 TT ;HE PROJECT SPECIFICATIONS.
6. .ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, YA;ICHEVER IS MORE. RESTRICTIVE.
CONTRACTOR SNAIL ENSURE ALL NECESSARY PERMITS A.,RE OBTAINED PRIOR M
CONSTRUCTION START.
d, CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER., CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.
9. CONTRACTOR SHALL MAINTAIN ALL 'EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR
AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
Ae
zg�,
,'RAF !-!IC � N F! !--T
ALTERNATE #3-11 o CO
NJ ��
Q�
m 3 2
t,mvrVJCu R x-t xt
CONCRETE ELEVATOR
SUMP TANK
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PROPOSED -(
CONC. SIDEWALK 11 I
I
[-PROPOSED BRICK I
j I o w PAVERS. MATCH
-_ Z ^ w o EXISTING PAVERS.
III PROPOSED
- i LANDSCAPE TIMBER I
RETAINING WALL I
Ir------- \� - -. - - - -- ------------ / + --
I I `I CONCRETE 4.6'
MATCH EXISTING Y LL i
SIDEWALK I II - - -
Q f PROPOSED WALKWAY -- ---J m
OfI EIICLOSURE-------------
---- - 2_1 I
----
L- - --- t H=- - - - - - - ---------- --- - ------
� L---• I �/ i I I i
I �
I �
I I
ml WO
U I
m I
I
I
I
L------------------------------
a
C
V N
— — — — — — — — — — ----------I
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
a
® engineering I surveying
j Z 3
501.664.3245 t 501.664.6704 f
p a- U
I
www.craftontull.com
j O a-
CERTIFICATE OF AUTHORIZATION:
CIA PROJECT #: 13BO6601
I I
I II I r----
I
II I I I
lii I I I
II I I I
INSTALL TREE
PROTECTION
PER DETAIL SHEET C-509'I
Ii i I I I
III
II I I I I
III I I II III I I
I I
II,
I-
11 I I
I
� III I
aU I II I� I I JO
I I ;III I I
m
j ';III j a N
I U
i m
L_Tr� I I
II I I ii/ I
y
-------------- � --1L -
II z I zo o� w
II w5? C)mL3
C Q
I' N
NOTES
CRAFTON, TOLL& D
r ASSOCIATES, INC.
y No. 109 O
J 2
ANSAS EiN���'
Arkansas One Call
Know what's below.
Calf before you dig.
GENERAL CONTRACTOR SHALL VERIFY COMPACTION BEARING AND
CONDITIONS WITH THEIR SOIL'S ENGINEER BEFORE PLACEMENT OF
FOOTINGS AND SLABS. NOTIFY THE ARCHITECT AND THE STRUCTURAL
ENGINEER OF ANY DISCREPANCIES OR ANY CONDITIONS THAT WILL
NOT COMPLY WITH THE SOIL'S REPORT RECOMMENDATIONS.
DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL
NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM
WITHOUT PRIOR CONSENT OF ROARK PERKINS PERRY
YELVINGTON ARCHITECTS, DO NOT SCALE DRAWINGS. USE
GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY DIMENSIONS
WITH THE ARCHITECT. CONTRACTOR SHALL CHECK AND VERIFY
ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
N0
`^
LU
LI.I
N
N y
n L
i
¢ a
1=
O
z
w
fr
O
k
V i
p�Lu
z_>-Z_
�o
LL
Y
\
QU
J
W
N
N
®/��
=
U3
rA
LL
�yWW^W
6L
1..1�
a:
Q
� �
n2
i
to
co
4-i
Y
®
C)
O
ca
0
_W
®
_1
W
LL
C
G
N
a
06
0^
(1)
W
cc
>
Oas
. U)
C:
U)
co
CD
M
Wod
E
N
CIO
V
ARKANN AS
o. 13217
REVISIONS I DATE
Main Campus
March 5 1
2014 429
DATE JOB NO.
C-104 10
SHEET OF