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C_2 SCALE : i'1= 20'-0"
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ALT SIDES
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EV
a--
ATTACH PCOK NING�
TO MSKY COLUMN
SI�IkLr (TY PEAS SHOWN )
MIN 8'1 CDNC SLAV KFW F
-�J.. 9 X4 W2,� n,wem WWF
1/2"
6X6-10/10 WWF ASPHALT IMPREGNATED
/ BREAK 0 JOINT EXP JOINT MATERIAL
00
11 1 if- 1== I-1 I
2'-0" 2'-0"
CONIC DRIVE E.
SCALE: 1'=1'-0"
SAWED OR TOOLED i
JOINT — FILL W/ 6X6-10/10 WWF
PAVING JOINT SEALANT BREAK 0 JOINT
III-IIIII_III-
--
l i
ELI I COMPACTED I L
SUBGRADE
CONIC DRIVE T.J.
SCALE: 1'=1'-0"
GENERAL NOTES (SITE PLAN);
-1.. SEE GENERAL NOTES ON C-1 FOR ADDITIONAL NOTES.
2. SITE LAYOUT.-
A.
AYOUT:A. ALL 'HORIZONTAL AND VERTICAL SITE DIMENSIONS ARE PER-
PENDICULAR OR PARIALLEL TO SOUTH PROPERTY LINE.
B. HORIZONTAL DIMENSIONS ARE TAKEN AT REAR OF BUILDING
73' FROM SOUTH PROPERTY LINE.
3. ALL CONCRETE AND CONCRETE OPERATIONS SHALL BE IN ACCORDANCE
WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE.
4. CONCRETE FOR PAVING, GUTTERS, AND WALKS SHALL HAVE A -
2S -DAY COMPRESSIVE STRESS OF 4,000 PSI. ALL OTHER CONCRETE
SHALL HAVE A 28 -DAY COMPRESSIVE STRESS OF 3,000 PSI. SLUMP
SHALL BE 4"+-. ALL CONCRETE SHALL BE AIR ENTRAINED. WET
CURE ALL CONCRETE A MIINIMUM OF 7 DAYS.
5. REINFORCING STEEL SHALL BE GRADE:, 60. z
6. TAKE 3 TEST CYLINDERS; (ONE SET OF CYLINDERS) FOR EACH
75 CU. YARDS OF CONCRETE POURED. TAKE A MINIMUM OF ONE SET
OF CYLINDERS FOR EACHI DAYIS POUR. TAKE AND TEST IN ACCOR-
DANCE WITH ASTM C31 AND ASTM C39, RESPECTIVELY. TEST ONE
CYLINDER OF EACH SET IAT 7 DAYS AND THE REMAINING AT 28 DAYS.
COST OF TESTING IS PAIID BY GENERAL CONTRACTOR.
7. LANDSCAPING BY OTHERS;, ROUGH GRADE TO WITHIN 6" OF FINISHED
GRADE IN LANDSCAPED AREAS.
B.
8. ALL STRIPING SHALL BE 4" WIDE STRIPES. -
9. PROVIDE BARRICADES RNID WARNING SIGNS ALONG ACCESS DRIVE TO
PROTECT PUBLIC FROM PROPERTY DAMAGE OR, PERSONAL )INJURY.
THESE PROTECTION DEVIICES SHALL MEET OR EXCEED LOCAL. OR
STATE REQUIREMENTS. - - -
SCALE: 1'=1'-0"
�Q=—IZ5V_
15ED 12 /12�8(0
,� PLS
4l n s r,t , s,t s WENDY'S
REGISTERED OLD FASHIONED HAMBUF
C: $RoFE .Sao tAL SEC MARKHAM ST. aSHACKLEI
* LITTLE ROCK* AR
�FO No.012 FOR,
-
WENDY S OF LITTLE ROC
PITTS - a LziSSOCIATES �NGINEE
100 N,.,Rcdney. Parham Su!
Little Rock: Arkansas``
.X
(LOCATE OU76IPE=
OF WATER, EASEMENT)
WENvY�_" f:KEEWAY
SIGN
\`
1Z CD°�b STE5L FI FE5
RE; SAIL Co/c-2.i
EV
a--
ATTACH PCOK NING�
TO MSKY COLUMN
SI�IkLr (TY PEAS SHOWN )
MIN 8'1 CDNC SLAV KFW F
-�J.. 9 X4 W2,� n,wem WWF
1/2"
6X6-10/10 WWF ASPHALT IMPREGNATED
/ BREAK 0 JOINT EXP JOINT MATERIAL
00
11 1 if- 1== I-1 I
2'-0" 2'-0"
CONIC DRIVE E.
SCALE: 1'=1'-0"
SAWED OR TOOLED i
JOINT — FILL W/ 6X6-10/10 WWF
PAVING JOINT SEALANT BREAK 0 JOINT
III-IIIII_III-
--
l i
ELI I COMPACTED I L
SUBGRADE
CONIC DRIVE T.J.
SCALE: 1'=1'-0"
GENERAL NOTES (SITE PLAN);
-1.. SEE GENERAL NOTES ON C-1 FOR ADDITIONAL NOTES.
2. SITE LAYOUT.-
A.
AYOUT:A. ALL 'HORIZONTAL AND VERTICAL SITE DIMENSIONS ARE PER-
PENDICULAR OR PARIALLEL TO SOUTH PROPERTY LINE.
B. HORIZONTAL DIMENSIONS ARE TAKEN AT REAR OF BUILDING
73' FROM SOUTH PROPERTY LINE.
3. ALL CONCRETE AND CONCRETE OPERATIONS SHALL BE IN ACCORDANCE
WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE.
4. CONCRETE FOR PAVING, GUTTERS, AND WALKS SHALL HAVE A -
2S -DAY COMPRESSIVE STRESS OF 4,000 PSI. ALL OTHER CONCRETE
SHALL HAVE A 28 -DAY COMPRESSIVE STRESS OF 3,000 PSI. SLUMP
SHALL BE 4"+-. ALL CONCRETE SHALL BE AIR ENTRAINED. WET
CURE ALL CONCRETE A MIINIMUM OF 7 DAYS.
5. REINFORCING STEEL SHALL BE GRADE:, 60. z
6. TAKE 3 TEST CYLINDERS; (ONE SET OF CYLINDERS) FOR EACH
75 CU. YARDS OF CONCRETE POURED. TAKE A MINIMUM OF ONE SET
OF CYLINDERS FOR EACHI DAYIS POUR. TAKE AND TEST IN ACCOR-
DANCE WITH ASTM C31 AND ASTM C39, RESPECTIVELY. TEST ONE
CYLINDER OF EACH SET IAT 7 DAYS AND THE REMAINING AT 28 DAYS.
COST OF TESTING IS PAIID BY GENERAL CONTRACTOR.
7. LANDSCAPING BY OTHERS;, ROUGH GRADE TO WITHIN 6" OF FINISHED
GRADE IN LANDSCAPED AREAS.
B.
8. ALL STRIPING SHALL BE 4" WIDE STRIPES. -
9. PROVIDE BARRICADES RNID WARNING SIGNS ALONG ACCESS DRIVE TO
PROTECT PUBLIC FROM PROPERTY DAMAGE OR, PERSONAL )INJURY.
THESE PROTECTION DEVIICES SHALL MEET OR EXCEED LOCAL. OR
STATE REQUIREMENTS. - - -
SCALE: 1'=1'-0"
�Q=—IZ5V_
15ED 12 /12�8(0
,� PLS
4l n s r,t , s,t s WENDY'S
REGISTERED OLD FASHIONED HAMBUF
C: $RoFE .Sao tAL SEC MARKHAM ST. aSHACKLEI
* LITTLE ROCK* AR
�FO No.012 FOR,
-
WENDY S OF LITTLE ROC
PITTS - a LziSSOCIATES �NGINEE
100 N,.,Rcdney. Parham Su!
Little Rock: Arkansas``