HomeMy WebLinkAbout16-031 Map 3CHENAL KANIS STORAGE c
PHASE 4
LITTLE ROCK, ARKANSAS
r
\
KAN S- AD ••'� •�
If
Fol
- -
�i;l
I I
I I
I i
71F
H j
II
I'.
I'
!r-
4
v ONE OPL�
ARKANSAS STATE LAW REQUIRES THAT THE EXCAVATOR
IS TO LOCATE ALL EXISTING UTILITIES IN ACCORDANCE
WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE
PREVENTION ACT. THIS LAW REQUIRES THAT THE EXCAVATOR
MAKE A TELEPHONE CALL TO THE ARKANSAS ONE CALL
SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKIN-3
DAYS PRIOR TO EXCAVATION TO INSURE THAT ANY EXIST NG
UTILITIES CAN BE LOCATED.
Bt
Y v
BLDG
0
BLDG.
\
PHAS
4�.._
\\
\
\
N
\
w..n.
BLDG.
o
_R
1 /\T 11 A 11
BLOCK 2
----- ---1 „�------ -----
4 CREEK swN II sLocKz ---
__—__ 3 4 5 6 7 1 III 8 9 10 11 12 13 14 15
----- --- ---- I III
-- -- --- -----
- — — — — — - ----- ---
I I
— — — — — — — — — — -
— - — - — - — - - -- -
PRIDE VALLEY ROAD
KANIS CREEK SUBDIVISION
1 40 41 4= .6. 43 44 4L 4)
I '
I
A DEVELOPMENT OF
GRAHAM SMITH COMPANIES
CIVIL ENGINEERING COMMENTS:
1 A GRADING PERMIT MUST BE OBTAINED PRIOR TO :iiE INi TLv.?"ON OF WORK. PERMi1S
MAY BE ACQUIRED FROM THE PUBLIC WORKS DEPARTMEN7 AT 701 WEST MARKHAM
STREET AFTER APPROVAL OF EROSION CONTROL PLAN. CONTACT VINCE FLORIAN! AT
371-4817 WITH ANY QUESTIONS.
2.HAULING OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPA:_ STREETS AND ROADS
REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING>S.,ED. CONTACT PUBLIC
WORKS TRAFFIC EN[_p.icERING AT 621 S_ 9a^aD4'AY, 379-1505 (TRAMS-FP9!%'SRN FOP
V.-RE INFORMATION.
',THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MEL HAil (501-590-7465) FOR
INSPECTION OF ALL WORK IN THE RIGHT-OF-WAY,
4.AT THE COMPLETION AND ACCEPTANCE OF THE WORK IN THE RIGHT-OF-WAY, fnE
CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF
THE TOTAL COST OF IMPROVEMENTS IN THE RIGHT-OF-WAY AND EASEMENTS, ALSO,
PROVIDE AS -BUILT DRAWINGS OF INSTALLED INFRASTRUCTURE.
-CONTACT MEL HALL, PUBLIC WORKS CIVIL ENGINEERING, AT 918-74-65 FOR ON -SITE
CLARIFICATION OF GRADING PERMIT REQUIREMENTS PRIOR TO COMMENCING WORK.
6 11RACKING OF MUD IS NOT PERMITTED ON CITY STREETS. THE CONTRACTOR IS SUBJECT
TO FINES AND STOP WORK PENALTIES FOR VIOLATION OF THIS ORDINANCE.
7 ANY WORK INVOLVING ONE OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE
NPDES PERMIT PRIOR TO GRADING PLAN APPROVAL. CONTACT THE ARKANSAS
DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 682-0744 FOR
APPLICATIONS AND INFORMATION ABOUT GENERAL PERMIT ;#ARRI50000.
E.ALL EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE
IS STABILIZED.
9. ALL DISTURBED AREAS MUST BE VEGETATED WITHIN 21 DAYS °TER CONSTRUCTION IS
COMPLETE
GENERAL SITE CONSTRUCTION NOTES
1. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE
FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS DIRECTED BY THE OWNER OR
HIS REPRESENTATIVE. THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE
ARKANSAS DPC&E. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING
CONSTRUCTION. THE WATER SHALL NOT BE ALLOWED TO POND.
2 ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRULi9ED. THE
MAXIMUM FILL SLOPE SHALL BE 3:1. EXCEPT AS SHOWN. ALL Fl, 1_S SHALL BE MADE IN 8'
LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR
TENSITY (ASTM D-1557), AS DETERMINED BY IN -PLACE DENSITY TESTS. BORROW AND FILL
IAA ERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVIN . A LIQUID LIMIT LESS
"-iAN 40 OR OTHER APPROVED FILL. FILL SOILS CLASSIF'iING Ac >C OR GC ACCORDING TO
'HE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE
MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
THE LONTRACTOR SHALL COORDINATE WITH EACH UTILITY Ci:MPANY PRIOR TO
EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY 1 ti CONTRACTOR
OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPEN`°. THE CONTRACTOR
iAL, N' Y THE HORIZONTAL AND VERTICAL AUG . RENT 0I :STING AND
PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE '"HAT THEY
rv- . L ""'".TE COVER AAD CLEAF CL. n ., R.:" 4 n;�r, SHALE.
HE COMFLE,_ BEE,%:E INSTALLATION OF STORM SEWER, SANITARY SEWER ,D
�,PPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. AL Ur . r'.
RENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT M„T=RIA' A`.
, PECIFIED IN NOTE #2 ABOVE.
4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES ANC
:'RDINANCES GOVERNING WORK AT THIS TYPE.
5. ANY EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILE:.. OR PLACED IN ^,REAS AS
DIRECTED. ALL FILLS ON SITE IN AREAS OF FUTURE BUILDING CONSTRUCTION SHALL BF MADE
IN 8" LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
C. 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 31D. THE CONTRACTOR SHALL REVIEW THE PLANS AND ST'ECIFICATIONS.
HE SHALL VISIT THE SITE AND INSPECT THE CONDITION OF THE SITE AND THE ADJACENT
IMPROVEMENTS.
7. THE CONTRACTOR SHALL CALL "ONE -CALL' FOR LOCATION OF ALL UTIL!TIcS
?RIOR TO COMMENCEMENT OF ANY EXCAVATION.
THOMAS
ENGINEERING
COMPANY
P
•/1• ARI�NS§AS +•
REGIS' :REO•
• PROFESSIONAL
• GINEER
...
No.11643
'• qs R. vo1/1
41,111119,0
TITLE SHEET
CHENAL KANIS STORAGE
PHASE 4
AYRKUVLU
3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72118
TEL: 501-753 -4463 FAX: 501-753-6814 SCALE
1'=30'
DRAWN BY ,',TE SHEET NO.
TRP _ __.-. 6/24/16 1
2-5/C-9