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SIDEWALK -` CDS79 47'3YE VALLEY RANCH COURT
8' BRICK LC79 56 j CONSTRUCT - - - -
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6' WOOD
- - - -�- _ - - PRIVACY FENCE
N86°46'21
RETAINI
167.23'
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SITE & GMDING PLAN
GENERAL NOTES
ARY TO
1 THE NAORTY
AV DPREDAMAGE TO AD ACENT PROPERTIES DURNG THE
CONSTRUCTION PHASE$ OF THIS PROJECT. THE CONTRACTOR WILL BE HELD
SOIELY RESPONSIBLE FOR ANY DAMAGES TO E NT PROPERTIES
CONSTRUCTION PHASESOFDTH THIS PROJECT.
OCCURRING DURING THE C
2. WARRANTY/DISCLAIMER
THEDESIGNS REPRESENTED N THESE PLANS ARE IN ACCORDANCE WITH
ETOUSHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER
THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO
WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE
M COMPANYAS ENGINEERING RSONNEL
PECT AND CONTROL THEPHYSICAL CONSTRUCTIONON
INSPECT
C
CONTEMPORARY BASIS AT THE SITE.
i
3. SAFETY NOTICE TO CONTRACTOR
WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
IN 1CCOR➢ANCE
THECONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
COH)ITIONS OF THE JOB SITE- INCLUDING SAFETY OF ALL PERSONS AND
DURING WORK. REQUIREMENT L
LIMITED TO NORMAL WORKING HOURS.
APFLY CONTI UOUSLYY AND NOT BE LI
THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION
RENEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO
INCIUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
ME&URES. IN, ON ORINEAR THE CONSTRUCTION SITE.
4. ALLSLOPE TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE
INOCATED ON THIS SHEET.
5. EIIFORCED CONCRETE PIE (RCP) SHALL BE CLASS III.
6. ALLSTORM DRAIN ONES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED
WTI CRUSHED STONE.
7. ENNEER'S NOTICE TO CONTRACTOR
IS SPECIFICALLY CAUTIONED THAT THE LOCATION
TH CONTRACTOR IS
ELEVATION EXISTING ON THESE PLANS
NIIES AND, WHERE
BP;EO ONRECORDS OFTHE VARIOUS UTILITY COMPANIES
THE INFORMATION IS NOT
pC;SBLE, MEASUREMENTS TAKEN IN THE FIELD.
TOBE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
GMENTAL
CAL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY
SHALL
OCK RETAINING
EX:AVATION TO REOWEST EXACT FIELD LOCATIONS OF UTILITIES. IT
BE THE RESPONS191UITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
4LL
UTUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
OP OF
DTOP OFTPAVEMENTOURS ARE I ANIDATED GUTTERONG LINETCOMPLETED
8 OF CURB. UNLESS
SR CTU ES,HED
0THERWSE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW
AND STRUCTURES, FOR
F(R DEPTHCONrnT� ORLSHALLCONCRETE
SPADING, NSTALL TOPSOIL AND CONCRETE
SRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET.
9. GFADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE.
10. THL GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL
DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND
SILTATION OF THE SITE.
11. AL DIMENSIONS ARE SHOWN TO THE BACK OF CURB.
12. ONCRETE RESIDENTIAL DRIVES SHALL BE POURED DURING BUILDING CONSTRUCTION AND
6' WOOD
:IVACY FENCE
ARE NOT PART OF THIS CONTRACT.
_Nth_--I------�-----
w S-, �'� N86043'03"W 163.67'
SEGMENTAL
Co I BLOC(RETAINING
= WALL
0 oo�
O Z It
U)
CITY OF LITTLE ROCK
CIVIL DONEERING COMUENTS:
1.A GNADING PERMIT MUST BE OBTAINED PRIOR TO THE INITIATION OF WORK. PERMITS
MAN BE ACQUIRED FROM THE PUBLIC WORKS DEPARTMENT AT 701 WEST MARKHAM
STRET AFTER APPROVAL OF EROSION CONTROL PLAN. CONTACT VINCE FLORIANI AT
371-4817 WITH ANY QUESTIONS.
2-HAWNG OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPAL STREETS AND ROADS
RECUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC
WOWS TRAFFIC ENGINEERING AT 621 S. BROADWAY, 379-1805 (TRAVIS HERBNER) FOR
MOPE INFORMATION.
3.THE CONTRAON CFTOR IS
RESPONSIBLEiTHE RIGHT-OF-WAY. CONTACTING
NG MEL HALL (501-590-7465) FOR
INS4.AT THE COMPLETION AND ACCEPTANCE OF THE WORK IN THE RIGHT-OF-WAY, THE
CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF
PTHE RMDEAAS-BUIL DRAWINGS MENTS IN THE OF INSTALLED INFRASTRUCTURE.
AND EASEMENTS. ALSO,
INFRASTRUCTURE.
S.COLOFICATION OF GRAD NGC PERMIT EWORKS IQUIREMENTSVIL RPRIOR TO ING, AT 1ON-SITE8-7465 FOR
COMMENCING WORK.
&TRACKING OF
MUD
WORKNOT PPENALTTIIES FOR CITY
VIOLA ON OF THIS ORDINANCE. CONTRACTOR
IS SUBJECTTO FINES AND STOPg
7.ANY WORK INVOLVING ONE OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE
THE ARKANSAS
DEPARTMENT OF ENVIRONMENTTAT PRIOR TO GRADIL QUALITY, PLAN PNPDES BRANCH T NPINES AT82-0744 FOR
APPLICATIONS AND INFORMATION ABOUT GENERAL PERMIT #ARR150000.
BALL EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE
IS STABILIZED.
9. Al DISTURBED AREAS MUST BE VEGETATED WITHIN 21 DAYS AFTER CONSTRUCTION IS
COMPLETE
GRAPHIC SCALE
( IN FEET )
1 inch a 20 IEL
OF AUl'.,, rrr!'1 N N E o r o
pq0 XR& AS
4 ;9rk �P
THOMA9 E? = % REGISTERED
w 00: o = t PROFESSIONAL ;
V '• _ ; ENGINEER
No. 94 ` • : a v
-'-o No.i16430��a'rr�
REVISED 11/30/15 - ADDED J*71-;_ ���5