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/ — t GENERAL SITE UTILITY CONSTRUCTION NOTES:
1. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED
— _ �\ \ / SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS,
/ J / \ % _ \ i �� TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE
SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS
SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1%, MINIMUM FINISH
SLOPES ON GRASS OR SOD SURFACES SHALL BE 1%, MINIMUM
LONGITUDINAL CONCRETE CURB & GUTTER SLOPE SHALL BE 0.6%,
SPILL OUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND
AT DISCHARGE POINTS.
1 2. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL
ES IARb SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED)
AS SOON AS POSSIBLE. THE CONTRACTOR SHALL FILE A NOTICE OF
INTENT WITH THE ARKANSAS DPC&E. THE SITE SHALL
CD J I ' BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION
WATER SHALL NOT BE ALLOWED TO POND.
3. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND
GRUBBED. THE MAXIMUM FILL SLOPE SHALL BE 3:1. ALL FILLS
SHALL BE MADE IN 8" LIFTS AND COMPACTED, AT OPTIMUM MOISTURE
// P / ,/ / CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS
�� ss mh ��/ _ = tet, Q� - /� _ _�� D BY IN-PLACE DENSITY TESTS. BORROW AND FILL
—� {'% DETERMINE
//�1 = / — _ i i MATERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVING A
\ / %
"' LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL. FILL SOILS
/ I I �� ��✓ t �� I ' J CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS
CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE MATERIAL
end cUrh `— 1 J-- / = USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
EL N W VIBRATORY H P COMPACTOR.
CONTENT WITH A VIBR TOR S EE S FOOT C MPACTOR
4. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY
PRIOR TO ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED
r' BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE
as- ,_ - HORIZONTAL CONTRACTORS AND VERTICAL TA ALIGNMENT OF HE O EXISTING AND PROPOSED
C \ 'r`/ STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT
' l �/ ; 1► a b Z L THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE . ALL
ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM
SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES
AND APPURTENANCES. ALL UTILITY TRENCHES SHALL BE BACKFILLED
AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE #3
ABOVE.
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S M 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS,
CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE.
t� o rr 6. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE
WITH AHTD SPECIFICATIONS.
7. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK,
AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF.
— IMPROVEMENTS IN THE RIGHT-OF-WAY WHICH ARE TO REMAIN SHALL BE
PROTECTED BY THE CONTRACTOR.
8. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH
---` -- BELL AND SPIGOT TYPE JOINTS. PIPE, MATERIAL AND INSTALLATION
_ SHALL BE IN CONFORMANCE WITH APPLICABLE ARKANSAS HIGHWAY AND
TRANSPORTATION DEPARTMENT (AHTD) STANDARD CONSTRUCTION
i/' p %/ / �v —I MARGERiT Fl 9. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES
\ % INCLUDING INSTALLATION, SHALL COMPLY WITH THE LATEST CENTRAL
ARKANSAS WATER WORKS AND LITTLE ROCK WASTEWATER UTILITY
t S LLC / / 9 SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES
_ � -- UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY.
�•j i b j f �� — DESIGN BUILD SEGMEN 10. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE
�(\ D j i b moi'- % BLOCK RETAI NG -VV _ -- LOCATION OF THE EXISTING IMPROVEMENTS.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGING ANY
EXISTING IMPROVEMENTS WHICH ARE TO REMAIN.
PRIORTO SUBMITTINGHISBID, THE CONTRACTOR SHALL REVIEW THE
PLATHENS AND CONDIITIONEOFITHE SITE AND THE ADJACENT IMPROVEMENTSCATIONS. HE SHALL VISIT THE SITE AND .
,; ' ,. , __�__ - -- 11. THE CONTRACTOR SHALL CALL "ONE -CALL" FOR LOCATION OF ALL
/ �, / MARY `I
Vi ? UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION.
t -
I 12. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION
OF FILLS SHALL BE DISPOSED OF OFFSITE.
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1 WHITE RATERS & ASSOCIATES, INC. L O 1 1
\ I I p g C PF OP+ R IES A KAjNSi LLC o� �\� RJ REALTY LP `~�� ������� Date 8-05-16
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ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Hor. Vert.
G'L LOT 2R COLE P LITTIC KH�F�i 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 CHENAL ROAD SELF STORAGE Scale
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I 1 I Z0N D ZONED PQM LOT 3R �\ Sheet Coe or
G'P}": Drawn By: Checked 8y: Approved By:
--- r-,�LITTLE ROCK, ARKANSAS Joh No. 15-039P