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WATER TD NORTH
EXISTNG Ir-1
CON,. ECGE TO
MATCH WALL CAP
EXISTING Y
TALL RG K
EXISTING
DISPLAY
[` 'WILD CLIUB'
Y SIGN
EXISTING CONCRETE
SIDEWALK
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q • -- 134 IYP DErASL.I.' 11
ENGINEERED "ODD
.. FIBER SURFACE 'CA..FE AFRICA'
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EXISTING CONCRETE /!
SIDE'� N WALK
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ROAM & ADJUST WITH GRAD
By OWNER. JJJ
ENGINEERED WOOD
-;1 - LA• • - FIBER SJP.FACE
f7
1X)STM6 TREES;m - -__ i •� -
NEW TREE WELLS __ 1
)SEE PP, DETAIL) C� IZ17_ '-;' -ZMRNG 6- TALL BREAKER
-- --
Bar "ITN CURETS TD 3E r - - - "i
NEW P:.E= WFLLS -RENYM RY ONAiER `,`L^s r
fk19C667,3595 t �// \'� )SEE TYP. DETAIL) - -- - --J A
:
E 12}'L244E.iBI6 f;,t05T3116. TREES TO
EXISTING STEEL
WIRE ENDTNOMM MICA
MR SURFACE
SAFETY . ' '!R� A• �� ...
i�~`�f•// N 1
APPROX. 195 LF OF NEW ANCHOR 1437 UAN06✓ c I
STONE 6'/3- MU6TIHERAT RETAINING WALL
SYSTEM )FIT. VARIES) WITH SAFETY FENCE. (SCE
TYP O-TAID
EX`SIING 2' TALL RSILIC
fp BE All.Li5i[li� n l
CAN- EDGE -0
MATCH WALL CAP
7.19'
a
MCE CP 128
R2�
l
•'` WKW CtE WTGE
/C`q�lE WALL
APPM 195 LF OF NEW ANCHOR HIGHLAND
STONE 6-/3- MULTHEIGHT R.ETA1NTN(G WALL
SM9161 (HT. VARIES) WITH SAFETY FENCE !SEE
TYP DETAIL!
-q'FL7Y FENCE
L7
EXISTINGCONCRETE SIDEe
SIDEWALK 11
i�SITE NOTES
I.
THE DESIGN, INSPECTION, AND CERTIFICATION 01 ANY RETAINING WALL
SHOWN OR REFERENCED HEREIN, IN-UDING TBUT NOT LIMITED TO,
S.GMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABiON WALLS
ETC, GREATER THAN FCR-Y-EIGHT INCHES IN HEIGHT, SHALL BE BY
OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN
SHALL BE FOR COORDINATION Or THE WALL LOCATION AND ELEVATIONS
ONL.
2. ALLYWORK AND MATERIALS SHALL COMP-_Y vu-i ALL
CITY/CCLNTY/STATE/FEDERAI. REGULAnONS AND CODES AND OSHA
STAlDARDS,
3 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING,
SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE-OCATIDNS.
A AL CURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED,
S, ALL PAVEMENT MARKINGS DIMENSIONS BACK' OF CURB UNLESS
OTHERWISE NOTED.
6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PRD,ACT
SPECIFICATIONS,
7. ALL CURB/SIDEWALX/H.ANDICA.P RAMP DESIGNS SHALL CONFORM TO
ADA STANDARDS OR LOCAL RESTRICT'•F. CODES, WHICHEVER IS MORE
RESTRICTIVE,
B. CCN-RACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE CAJTAHIED
PRIOR TO CONSTP.UCTIDN S.,.ARL
D, CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRE AND
PAVEMENT TO E%:STING 1N GRADE AND ALIGNMENT.
10. CONTRACTOR SHALL MAINTAIN AL EXISTING PARKING. SIDEWALKS,
DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY
AND/OR MATERIAL TO ENSURE EASY AND SAFE PED_STRIAN AND
VEHICULAR TRAFFIC TO AND FROM THE S€E
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Arkansas One Call
Know what's below.
Call before you dig.
BOUNDARY, SURVEY CONTROL. BENCHMARKS
AND TOPOGRAPHIC SURVEY BY MCCLEL.AND
ENGINEERS. INC
CRA= ION ll:L1 BASED THE DE51(Yt: THE
ACGRACY 0= SITE SURVEY AND IS NOT
LIABLE FOR ANY INACCURACIES AS A
RESULT OF TI L SURVEY.
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Crafton Tull
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LITTLE ROCK ZOO
PLAYGROUND
SITE PACKAGE
LITTLE ROCK,ARKANSAS
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�mn� OYIa'SN x r
E x"� REGISTERED
"wYISSI cD FOR PiZOFESSIOAL
BIDDING ENGINEER
Na, 1321P
Y£r
SITE PLAN
C-102