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T y GENERAL SITE UTILITY CONSTRUCTION NOES:
1. SEE AP,CHITECTURAL DRAWINGS FOR DETAILS GRADING AT
6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS,
I' BUILDINGS, STEPS, WALKS. WALLS AND OTHER STRUCTURES.
CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE.
2. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED
7. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE
SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, 5'-ABS,
WITH AHTD SPECIFICATIONS.
TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE
SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS
8. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK,
SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1%, MINIMUM FINISH
AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF.
SLOPES ON GRASS OR SOD SURFACES SHALL BE 1%, MINIMUM
IMPROVEMENTS N THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE
LONGITUDINAL CONCRETE CURB & GUTTER SLOPE SHALL BE 0.6%,
PROTECTED BY THE CONTRACTOR.
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40 0 40 SPILLOUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND
9. ALL REIN:ORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH
_ AT DISCHARGE POINTS.
BELL AND SPIGOT TYPE JOINTS, PIPE, MATERIAL AND INSTALLATION
3. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL
SHALL BE IN CONFORMkNCE WITH APPLICABLE ARKANSAS HIGHWAY AND
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V f} SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED)
TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION
AS SOON AS POSSIBLE. THE CONTRACTOR SHALL FILE A NOTICE OF
INTENT WITH THE ARKANSAS DPC&E. THE SITE SHALL
10. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES
BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION,
INCLUDING INSTALLATIOI , SHALL COMPLY WITH THE LATEST CENTRAL
WATER SHALL NOT BE ALLOWED TO POND.
ARKANSAS WATER WORkS AND LITTLE ROCK WASTEWATER UTILITY
SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES
THIS
4, ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND
UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY.
THIS
GRUBBED. THE MAXIMUM FILL SLOPE SHALL BE 3:1. ALL FILLS
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SHALL BE MADE IN B" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE
11. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE
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CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS
LOCATION OF THE EXISTING IMPROVEMENTS,
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DETERMINED BY IN -PLACE DENSITY TESTS. BORROW ,AND FILL
THE CONTRACTOR SNAL_ BE SOLELY RESPONSIBLE FOR DAMAGING ANY
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MATERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVING A
IC'NITY MAP
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LIQUID LIMIT LESS THAN 4D OR OTHER APPROVED FILL. FILL SOILS
EXISTING IMPROVEMENTS WHICH ARE TO REMAIN.
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CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS
PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL REVIEW THE
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CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL
PLANS AND SPECIFICATONS. HE SHALL VISIT THE SITE AND INSPECT
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USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
THE CONDITION OF THE SITE AND THE ADJACENT IMPROVEMENTS.
STATE HWY.
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CONTENT WITH A VIBRATORY SHEERS FOOT COMPACTOR.
12. THE CONTRACTOR SHALL CALL "ONE -CALL" FOR LOCATION OF ,ALL
5. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY
UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION.
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PRIOR TO ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED
3. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION
BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE
OF FILLS SHALL BE DISPOSED OF OFFSITE.
CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE
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HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED
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STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT
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THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE ALL
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ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM
SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES
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AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED
AND COMPAC-ED WITH SELECT MATLRAL AS SPECIFIED IN NOTE4
ABOVE.
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FF 278.0
1 of
'ode ARKANSAS ®_
wa REGISTERED
PROFESSIONAL
e ENGINEER
d` TIMOTHY E. DATERS
No. 5033 -ma
pprSYA�iF
ARKANSAS_
REG S R
0 IS `AL
E I ER
TI�OTHY . DATERS
No. 5033 '10
KEY MAP PERMIT SET
R2� 6-8-2018
FF 275.0 WHITE—DATERS &ASS6C'ATES, INC. RENAISSAIN/CE PVWT
CIVIL ENGINEERING, LAND PLANNING & ' PHASE IV
24 RAHLING CIRCLE LITTLE ROCK, ARKA SV� _-22
Survey By: Drawn By: Checked ILy: Approved Fry:
— --- LITTLE ROCK, ARK,ANSW
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