HomeMy WebLinkAboutZ-8273 Map 2I
PROVIDE 3" ,CUT IN CURB
FOR DETENTION OUTLET. \ ZONE AE
WEIR OPENING.
RIP—RykP AREA BELOW —
255TO TC
54.60
254.50 C 254.74 TC 2
254.00 G 254.24 G
10,
—254
/ 0)
I-
659
S 85°38'00"
TC_--- -------------
APPROXIMATE 100 YEAR FLOOD
SCALED FROM FIRM
CURB CUT FOR DRAINAGE
ZONE X 101
INSTALL 8.5 L.F.— CONC. RACE
2 WIDE / 6 HIGH
3 NEW SPACES
- 5' CONC. WA,
Iass 256.30 rc I
R� 256 Q 256.3CTFTi7l
J 6
II'.30 TC
\
256:1 �EG —�
— — — —25616 EG — �
--257-� — — — — — — — — — — — — — — — —
`
�2- —
57'
GRAPHIC SCALE
( IN FEET )
1 inch = 30 fL
255.aO G
i-
ZO E X I OU SIDE I OF 00 EAR FL O D
6"
F^
d..
4"
d'
"
..
..
CONCRETE FLUME SECTION
C. WALK
CONC
2"ASPHALT SURFACE COURSE
(A.H.T.D. TYPE 2)
6" CRUSHED STONE BASE
(CLASS 7)
T.B.M.
COTTON PICKER SPINDLE IN POWER POLE
NORTH SIDE OF NORTH ENTRANCE DRIVE
SOUTHEAST CORNER NEW PARKING LOT
ELEVATION 258.95
STANDARD PAVING DETAIL
WITH On VERTICAL CURB
PRIME COAT
am
LN
X.
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_.ice' .•
VICINITY MAP
r
,
,
i
SUP
2" ACHM SURFACE COURSE
(AHTO TYPE 2 OR 3)
L
4.' SB-2 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY;.
COMPACTED SUBGRADE
(95% MODIFIED PROCTOR)
LIGHT DUTY ABPEALT PAVEMENT
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE w/AHTD SPECIFICATIONS.
AHTD - ARKANSAS HIGHWAY h TRANSPORTATION DEPT.
GRADING PLAN
GENERAL NOTES
A. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF
THIS PROJECT. THE CONTRACTOR WALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES
TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS
PROJECT.
2. WARRANTY/DISCLAIMER. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
ACCORDANCE WITH ESTABLISHED 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 SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY
PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY
BASIS AT THE SITE.
3. SAFETY NOTICE TO CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONTRACTOR WALL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.
4. ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENT'S TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT
FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPRCVEMENTS SHOWN ON THE PLANS.
5. SEE ARCHITECTURAL PLANS FOR DETAILS ON LANDSCAPING.
6. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES,
TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH
GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE
STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND
CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET.
.� GZSTER •. ���.�������,...
�O STATE OF
REGISTERED ' b : ARKANSAS ' U%P �9
• NO. 1215 a i
PROFESSIONAL = '0 o Z THOMASN
ENGINEER ■I01 D
—I
."o No. 4685 �P�PcPf ,1� f0 ��:
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