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NOTE' \ *, ,? 1 5 . F _ of °qa
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5 FT CONCRETE SIDEWALK ADJACENT'
\, _ I '{,A5.51 k y plat 1
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_. 99 TO RANCH DRIVE ROW T E C tJSTRUCTED \\ :rti ` R1071,74' „* I Ir` %
c a i 1 = OO fi WITH THIS PROJEt T'.�APIROX♦ 10 LF) - . \\ _ .. �Q PARCEL cas02 1
VARY ALIGNMENT OF`SIDEWALK TO PROTE `i
EXISTING TREES ,h \. 3,5413 ACRES LC112 , .1 Wi �' t ,.ti
!/
GENERAL SITE UTILITY CONSTRUCTION NOTES:
10, ALL CORRUGATED METAL PIPE SHALL MEET OR EXCEED AHTD `I. r D" I 0,
REQUIREMENTS FOR GAUGE AND CORRUGATION AND SHALL BE POLYMER \ \$/,orm water """" °r Wt n
1. SEE ARCHITECTURAL DRAWINGS FOR DETAILS GRADING AT 5. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY COATED IN ACCORDANCE WITH ASTM A-742 AND AASHTO M-246. THE \\ � m t}t D4BUILDINGS, STEPS, WALKS, WALLS AND OTHER STRUCTURES. PRIOR TO ANY EXCAVATION, ANY DAMAGE TO UTILITY LINES CAUSED LAST 12" OF EACH LENGTH SHALL BE RECORRUGATED WITH ANNULAR \ z J
BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE \`\ \� . °� t} *A
CORRUGATIONS TO ACCEPT CORRUGATED COUPLING BANDS. A , H
2. FINISH CONTOURS AND GRADES SHOWN ARE FOR FINISHED CONTRACTORS EXPENSE. THE CONTRACTOR SHALL VERIFY THE f
SURFACES, ALLOWANCES SHALL BE MADE FOR PAVEMENTS, SLABS, HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND PROPOSED 11. ALL WATER MAINS AND SEWER MAINS AND THEIR APPURTENANCES o. n`'' i ' J ,� a� ! i %
TOPSOIL, SOD, ETC. UNIFORM PLANES AND SURFACES SHALL BE STORM SEWER, LLED IT SEWER AND WATER LINES E ENSURE THAT INCLUDING INSTALLATION, SHALL COMPLY WITH THE LATEST _ �� \i a
SHAPED BETWEEN FINISHED SPOT ELEVATIONS AND/OR FINISH CONTOURS THEY ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE ALL CENTRAL ARKANSAS WATER AND LITTLE ROCK WASTEWATER UTILITY d lien ;
SHOWN. MINIMUM PAVEMENT SLOPES SHALL BE 1%, MINIMUM FINISH ROUGH GRADING SHALL BE COMPLETE BEFORE INSTALLATION OF STORM SPECIFICATIONS. CONNECTIONS SHALL NOT BE MADE TO EXISTING LINES 3p050 }
SLOPES ON GRASS OR 5OD SURFACES SHALL BE 1%, MINIMUM SEWER, SANITARY SEWER AND APPURTENANCES, WATER MAINS, SERVICES UNTIL NEW CONSTRUCTION HAS BEEN TESTED AND APPROVED BY THE UTILITY. A / ` ] �$Mil
LONGITUDINAL CONCRETE CURB & GUTTER SLOPE SHALL BE 0.6%,
SPILLOUT CURB SHALL BE USED ON THE HIGH SIDE OF PAVEMENT AND
AT DISCHARGE POINTS.
3. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE, ALL
SLOPES SHALL BE FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED)
AS SOON AS POSSIBLE. THE CONTRACTOR SHALL FILE A NOTICE OF
INTENT WITH THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY.
THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING
CONSTRUCTION. WATER SHALL NOT BE ALLOWED TO POND.
4. 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
CONTENT TO 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557), AS
DETERMINED BY IN —PLACE DENSITY TESTS. BORROW AND FILL
MATERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVING A
LIQUID LIMIT LESS THAN 40 OR OTHER APPROVED FILL. FILL SOILS
CLASSIFYING AS SC OR GC ACCORDING TO THE UNIFIED SOILS
CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE, SHALE MATERIAL
USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
CONTENT WITH A VIBRATORY SHEEPS FOOT COMPACTOR.
AND APPURTENANCES. ALL UTILITY TRENGHES SHALL BE BACKFILLED
AND COMPACTED WITH SELECT MATERIAL AS SPECIFIED IN NOTE #4
ABOVE.
6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS,
CODES AND ORDINANCES GOVERNING WORK OF THIS TYPE.
7. THE INSTALLATION OF ALL CULVERT PIPE TO BE IN ACCORDANCE
WITH AHTD SPECIFICATIONS.
8. ALL EXISTING IMPROVEMENTS WHICH INTERFERE WITH THE WORK,
AND ARE NOT TO BE SAVED SHALL BE REMOVED AND DISPOSED OF.
IMPROVEMENTS WHICH ARE TO REMAIN SHALL BE
PROTECTED BY THE CONTRACTOR.
9. 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
SPECIFICATIONS.
12. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE
LOCATION OF THE EXISTING IMPROVEMENTS.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGING ANY
EXISTING IMPROVEMENTS WHICH ARE TO REMAIN.
PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL REVIEW THE
PLANS AND SPECIFICATIONS. HE SHALL VISIT THE SITE AND INSPECT
THE CONDITION OF THE SITE AND THE ADJACENT IMPROVEMENTS,
ANY EXISTING UTILITIES THAT REQUIRE RELOCATION WILL BE THE
RESPONSIBILITIES OF THE CONTRACTOR AND NOT THE OWNER,
THE CONTRACTOR WILL HOLD THE OWNER HARMLESS FROM ANY
UNFORSEEN COSTS ASSOCIATED WITH THE STREET IMPROVEMENTS.
13. THE CONTRACTOR SHALL CALL "ONE —CALL" FOR LOCATION OF ALL
UTILITIES PRIOR TO COMMENCEMENT OF ANY EXCAVATION.
14. ANY EXCESS EXCAVATED MATERIAL, NOT REQUIRED FOR CONSTRUCTION
OF FILLS SHALL BE HAULED OFF SITE,
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