HomeMy WebLinkAboutZ-4953-C Map 27FUTURE SIGN
EEX. GRATE
INLET
EX. DRIVE
STOP SIGN BY
�LANDL�ORD
EX.
15' U.E.
DOC. NO. 2011004648
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EX. SS
MANHOLE
EX, CURB
PROPERTY LANDSCAPE
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1 CURB BY \
i LANDLORD REINFORCED
CONCRETE PVMT. BY�
STOP BAR BY LANDLORD
LANDLORD NO2`50'22"E — 139.45'
FIRE LANE SIGN NLLET
BY LANDLORD
,,_CROSSWALK
BY LANDLORD g'
CONST. STAND-UP
CURB PER DETAIL /
0.2/C4 (TYP.) CONST.
CC SSIBL
E LANE STRIPING
BY LANDLORD
4 SPACES @ 9' J 36'
FIRE LANE SIGN
BY LANDLORD
LINE AREA 1 y+
AMP, PER ro
i f 7.5' L)ETA1/L 0.7/C4 j' LIGHT POLE BY 2j
BFR BY i LANDSCA ,E / ITypji �
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LANDLORD (f � (Tj p )
EX. CONCRETE PVMT.
EX. LIGHT
POLE (TYP.)
4' SIDEWALK
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LANDSCAPE u W.
AREA
CROSSWALK
BY LANDLORD ` `
LANDSCAPE ARFA
CONST. ACCESSIBLE RAMP [:a
PER DETAIL 0.7/C4 (TYP.) ! +
CANOPY
FACE OF CURB RET. WALL
(TYP) INSTALL ACCESSIBLE PARKING BY LANDLORD
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SIGN PER DETAIL 0.9/C4
10.81 18 24 i 2
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5' 4.8 1, i:l:6�
COLUMN '
CONST. ISOLATION JOINT
BETWEEN BLDG. & SIDEWALK
PER DETAIL 0,5/C4 (TYP.)
WHEEL STOP
o BY LANDLORDA STEM WALL
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D] '
W W
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INLET
{, CONST. SIDEWALK PER
o DETAIL D.4/C4 (TYP.) ;� Wm
p� g CANOPY = N
M n tiW
w n REINFORCED NOTE: CONTACT THE o°
CONCRLANDLORDETE T BYA I ENGINEER IF THE DIMENSIONS o
VARY FROM THOSE SHOWN.
no
r STRIPING BY
LANDLORD (TYP.) W
CONST. TURN -DOWN L o j
CURB PER DETAIL 5.5' . SUNSCREEN CONST. ISOLATION
0.11C4 (TYP.) JOINT BETWEEN
o BLDG. & SIDEWALK
° Z PER DETAIL
2
0.5/C4 (TYP-)
LANDSCAPE o
LIMITS OF AREA
® CONSTRUCTION W
(n O
v AREA�-
-- 20'R 5'
LIGHT POLE BY s CANOPY
TENNANT (TYP.) OO 2_5' O
_ -- . -- _-----_
----- -- ----- LANDSCAPE AREA -!I'll
BEGIN CURB CONST. SIDEWALK PER
BY TENNANT DETAIL 0.4/C4 (TYP.)
-- CURB BY
LANDLORD RET. WALL `I
W/HANDRAIL BY
LANDLORD LIGHT POLE BY
N LANDLORD
(TYP)
EX. BFR
RET WALL W/HANDRAIL
BY LANDLORD
,,--LANDSCAPE AREA-
S0.1 22'54" W —
EX. ASPHALT PVMT.
S. UNIVERSITY AVENUE
EX. FIRE
HYDRANT
EX. CONC. CURB
& GUTTER
EX. ASPHALT PVMT.
TELE.
VAULT BY
LANDLORD
BEGIN CURB
BY TENANT
SWITCHGL:AR
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BY LANDORD
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ELEC. PULL 1
BOX BY tri
LANDLORD.__....
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PROPERTY
LINE
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W — 12.40'
FND. 5/8" (`27'43"
REBAR
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EX. IJ,GE
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BOX ,
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ELECTRIC
METER
OEX, PP
EX. G0 C. CURB
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EX.( ASPHALT PVMT.
i FND. COTTON
PICKER SPINDLE
EX. CONC. CURB
& GUTTER _
0 5' 10' 20'
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1"=10'
LAYOUT & DIMENSION CONTROL GENERAL NOTES
1. PROPERTY LIMES AND EASEMENTS: REFER TO THE PLAT TO VERIFY PROPERTY LINES
AND FA3EMENT LOCATIONS.
2. BUILDING DIMENSIONS/ORIENTATION: REFER TO THE ARCHITECT PLANS TO VERIFY
THE EXACT BUILDING DIMENSIONS. THE BUILDING IS PARALLEL TO THE SOUTH
PROPERTY LINE - N 87'09'38" W.
3. DIMENSION CONTROL: ALL PAVING DIMENSIONS SHOWN ARE TO FACE OF CURB,
UNLESS NOTED OTHERWISE.
PAVING GENERAL NOTES
1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS,
WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL
BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE CITY OF LITTLE ROCK'S
REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS
AND THE CITY OF LITTLE ROCK'S REQUIREMENTS, THE MORE STRINGENT SHALL APPLY.
2. PAVEMENT WARRANTY: THE CONTRACTOR SHALL PROVIDE A ONE (1) YEAR
UNCONDITIONAL MAINTENANCE FREE WARRANTY ON ALL PAVEMENT SURFACES.
3. PAVEMENT SUBGRADE PREPARATION: PAVEMENT SUBGRADE SHALL BE 6 INCHES AND
COMPACTED TO 95 PERCENT OF STANDARD PROCTOR, ASTM D 698, AT OPTIMUM TO +4
PERCENT OF OPTIMUM MOISTURE. THE SUBGRADE SHALL BE PROTECTED AND
MAINTAINED ;N A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. PAVEMENT
SUBGRADES SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF
EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE.
4. CONCRETE PAVEMENT DESIGN: ALL SITE CONCRETE PAVEMENTS SHALL BE THE
THICKNESS, COMPRESSIVE STRENGTH (28 DAYS) AND REINFORCED AS SHOWN ON THE
PAVING PLAN AND DETAILS. THE CONCRETE SHALL HAVE A WATER -CEMENT RATIO TO
PRODUCE A MINIMUM OF 3 TO MAXIMUM OF 5 INCH SLUMP AND CONTAIN
PER-�ENT-ENTRAINED AIR RANGING FROM 4 TO 6.
5. REINFORCING BARS: ALL REINFORCING BARS SHALL BE GRADE 60 KSI DEFORMED
BILLET STEEL BARS, UNCOATED FINISH. SIZE AND SPACING SHALL BE IN ACCORDANCE
WITH THE PAVING PLAN AND DETAILS.
6. WEATHER CONDITIONS FOR CONCRETE PLACEMENT: CONCRETE SHALL NOT BE
PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING,
BUT MAY BE PLACED WHEN THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT
AND RISING. T HE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY FROM
ARTIFICIAL HEAT. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR RAIN IS IMMINENT.
7. PAVEMENT REMOVAL: BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS
SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT
AND/OR CURBS.
8. ACCESSIBLE ROUTES: SIDEWALKS AND RAMPS ALONG ACCESSIBLE ROUTES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. PAVEMENT ALONG
ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAXIMUM
CROSS SLOPE OF 2%.
9. TESTING: TEST ING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY,
EMPLOYED AND PAID DIRECTLY BY THE TENANT. IN THE EVENT THE RESULTS OF THE
INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS,
SUBSEQUENT TESTS NECESSARY TO DETERMINE THE ACCEPTABILITY OF
CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE
DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY
AT THE EXPENSE OF THE CONTRACTOR.
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Know what's below.
0111 before you dig.
DIMENSION CONTROL / PAVING PLAN
AR A AS
AT&T — 300 S. UNIVERSITY AVENUE
REGISTERED
PROFESSIONAL
ENGINEER LOT 1, PARK AVENUE ADDITION
4�
No 1457!P�►'THE CITY OF LITTLE ROCK ARKANSAS
I
L Lawrence A. Cates &. Associates, LLP 148M Quorum Drive, Suite NY)
Dallas, Texan 75254
CCltiEngineers Dallas Office:972-385-2272 Fax: 972-980-1627
Consulting n gneers T11PE F-3751
DESIGN DRAWN DATE i SCALE NOTES F FILE NO.
LCA LCA 04/08/11 1"=10' X.X. DIM -PAVING -4 C1