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INV: 278.75 44"
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INV: 278.75 44" X 27" RCAP
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WEST DRIVEWAY PROFILE
rolyfroj
Station
300
290
6" THICK OF 4000 PSI
REINFORCED CONCRETE
'A 4 4 p
p.
6" TH/C/� CLASS 7 //SB-2) CRUSHED
STONE COMPACTED 70 95)q MODIFIED —'
PROCTOR DENSITY.
COMPACTED SUBGRADE -- '
COMPACTED TO 989
TANDARD PROCTOR
* CONCRETE PAVEMENT AND REINFORCEMENT
TO BE VERIFIED PER AC/ 3301?-08-SPB
AND SUBJE ATl TOSGEOTECHNICAL ENGINEER'S
REC
ENTRANCE CONCRETE SECTION
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EAST DRIVEWAY PROFILE
Station
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9 +00
290
PAVEMENT. 0+ 14.49
ELEV: 281.
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GRADE BREAK STA
ELEV = 284.379
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GENERAL CONSTRUCTION NOTES
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A.
THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES
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OCCURRING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS
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PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY
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PRECAUTIONS TO PREVENT PROPERTY DAMAGE.
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IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
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THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING
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HOURS.
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ALL SITE AND UTILITY IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE LATEST REVISION TO THE CAW STANDARD SPECIFICATIONS.
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D.
THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE
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STRUCTURES, PIPES, POWER GAS, PHONE, SERVICE CONNECTIONS, ETC.
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ARE SHOWN ON THE DESIGN DRAWINGS. THE CONTRACTOR SHALL BE
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RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE
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AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN.
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E.
CONTRACTOR /S TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
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OPERATIONS. DISPOSAL WILL BE /N ACCORDANCE WITH ALL LOCAL, STATE
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AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
F. PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO
EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND
ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
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G.
CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL
APPROVAL IS GIVEN BY CAW. SAID CONTRACTOR
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SHALL NOT OPERATE ANY VALVE, HYDRANT, OR WATER UTILITY APPURTENANCE
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NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT
CONTRACTORAPPROVAL. THE BEAR THEC AND CONSEQUENCE OF
ANY DISRUPTION OF UTILITY OPERATIONCAUSEDBYTCONSTRUCT/ON.
H.
FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED
BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS
SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT
ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL
EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED
REPRESENTATIVE.
L THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 'ONECALL" SERVICE
TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY
WORK ON THIS SITE. Q
UTILITIES:
SANITARY SEWER:
LITTLE ROCK WATER
RECLAMATION
11 CLEARWATER DR.
LITTLE ROCK, AR 72204
501-376-2903
WATER:
CAW
221 E. CAPITOL AVE.
LITTLE ROCK, AR 72202
501-372-5161
ELECTRIC:
ENTERGY
9 ENTERY CT.
LITTLE ROCK, AR 72211
1-800-368-3749
NATURAL GAS:
SUMMIT
400 WEST CAPITOL #600
LITTLE ROCK, ARKA SAS
888-498-0409
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ENGINEER
RICHARDSON ENGINEERING, PLLC
ADDRESS: 325 W.SOUTH ST.
BENTON, AR. 72015
PHONE NO. (501) 315-7225
PROJECT REPRESENTATIVE:
ERIC RICHARDSON, P.E.
SURVEYOR
RASBURRY SURVEYING LLC
308 W. SOUTH STREET
BENTON, AR 72015
(501) 860-6893
DEVELOPERS
RDI-DOOR STORAGE
904 SCHOFIELD LANE
FARMINGTON, NM 87401
OWNER OF RECORD
REDI-DOOR STORAGE
904 SCHOFIELD LANE
FARMINGTON, MN 87401
SOURCE OF TITLE: 2023008436
Legend
Property Boundary
- — — Surveyed lines
Telephone
Road Center line
Wire / Choinlink Fence
Sanitary Sewer
Water Line
OHc -
Overhead Powerline
®
Water Box
422.00
TC TOP
LEV TIONURB
ELEVATION
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Sanitary Sewer Manhole
422.00
GU CURB GUTTER
ELEVATION
(D)
Sanitary Sewer Manhole
422.00
TP TOP OF PAVEMENT
❑T
Telephone Pedistal
ELEVATION
422.00
FG FINISH GRADE
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Guy Wire
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Computed Corner
PROPOSED CONTOUR
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Found Monument (Labeled)
Utility Pole
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