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FL 300.50_1
362
3:1
p 303 304SLOPE
I I 303
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30300
�JOJ 50 I�
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'EXCAVATE
TAIL DITCH
FL 301.50 q
0
�J03.P]
A \V
•304.20
4
t
!tr ''"+G PLAN
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FI'Ii -I RAT_ CONTRACTOR SHALT_ TAKE ALL PRECAUTIONS NECESSARY TO
A PROPERTY DAMAGE 10 ADJACENT PROPERTIES DURING THE
( '?UCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD
; RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES
�\
x -WRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
;-
WP "arl;Y/DISCLAIMER
IT iz o--SIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH
F + + iSHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
F+ ONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER
Tt ' .q ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO
WA "IFY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE
SI -.(' CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL
IN AND CONTROL THE PHYSICAL CONSTRUCTION ON A
!
L1 , K I'ORARY BASIS AT THE SITE.
\\
AVATE
3.
SAI T-'' NOTICE TO CONTRACTOR
T T D;TCH
IN n'CORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
1_303.50
THE."0N7"RACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
C�, itiONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
Ps2 f-RTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL
A� 'I.+ CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
it,, J PY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION
RF-.i N OF THE CONTRACTOR'S PERFORMANCE IS NOT IN'ENDED TO
N-.,iJ REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
Mfg<'IRES, IN, ON OR NEAR THE CONSTRUCTION SITE.
4
AI OPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE
,u ; • A "!FD ON PHIS SHEET.
,.
RI:..•�-%'.,ED CONCRETE PIPE (RCP) SHALL BE CLASS III.
I
i 6.
Al.i •'�?4tM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED
L4, -, f :-IJSHED STONE.
9
t N R S Nv,l.c TO CONTRACTOR
-- ITRAC.- ,: :S SPECIFICALLY CAUTIONED THAT THE LOCATION
I r VA.I•JN OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
h 1 )N RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE
";' I UFASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
io RE -LIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
I
} fHF APPROPRIATE UTILITY COMPANY AT LEAST 48 HO'RS BEFORE ANY
AVADON TO REQUEST EXACT FIELD LOCATIONS OF UT111.,LS IT SHALL
yt 'I-c RESPONSIBILITY OF THE CONTRACTOR TO RELOCr7t. ALL EXSTING
U �!. .^S WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
ON ',-1f PLANS.
is.
N I' GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED
I ';'i.RES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS
nMSE SHOWN. FOR ROUGH GRADING, CONTRACTOR 'FALL ALLOW
rC-- "PTHS OF TOPSOIL AND CONCRETE STRUCTURES, FOR PNISH
C+ G CONTRACTOR SHALL INSTALL TOPSOIL AND
.
S,F,p) :TkjRES TO FINISHED GRADE AS INDICATED ON THIS SHEET.
III 9,
GRAD: TO DRAIN AWAY FROM BJ,LDING AT MINIMUM 1% S!-OPE.
10.
THE C.PADWG COP.FRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL
CRAIM1.TA(;E BCXF:S DURING CONS'iRUCHON TO CONTROL EROSION AND
s
S,( "A ,)N OF THE SITE.
It.
Al-L i'IbIENS 1N5 ARE SHOWN 1-0 Il-IF. BACK OF CURB.
VA7E INSTALL FES INSTALL CONSTRUCT 'BERM TOP =
)ITCH FL 300.30 15' RCP CONCRETE 302.40
SPILLWAY
1 302
uro 302�
'INSTALL FES I
302.00 an0.w FL 300.50 I •301.10
FDETENTION
AREA n�3'
R / N
302.20CONSTRUCT
CONCRETE
FLUME
I 300.)n /
w240
3m n
302M 30240 301 30 30100 3ao.70
-� 302. 70
/ 7 2.Y
CONSTRUCT
CONCRETE
3o253 FLUME
UTILIZE EXISTING CONCRETE
APRON & CURB CUT AT
OWNERS DISCRETION.
CONSTRUCT I P] 302 m CONTACT ENGINEER OF
CONCRETE 303 W,;,p .f GRADING CONFLICTS
FLUME OFFICE/ RES M283
1,600 SF 3D340
30 02 W FFE = 303.30 J�
I •
/ •303.ts0
• .03
n /
3ptr 304 // / 3M 120--
1
303.N / JSLOPf_
FIFE•303J = 305.00 'w2.82 /
�b /
3o4so �p FFE = 304.00 / / �..10390
4� BLDG. C
6,000 SF •30300 /Q
x0�3 FFE = 30s.50 /
3D3 , 18
`
BLDG. D
15,375 SF
FFE = 305.50
•303 W
30
-302 3:1 30T
SLOPE 302
U .0
BLDG. A
15,500 SF
FFE = 304.00 FFE = 303.50
I CONSTRUCT
CONCRETE
FLUME
LEGEND
W3 9 3.12
111p '` FFE = 304.00 �Cj
EXISTING CON TOUR
BLDG. E
4,650 SF FFE=304.50 CONSTRUCT t00 PROPOSED CONTOUR
/ 'CONCRETE
FFE = 305.50 f� / 1 FLUME O� \
SHOWS SPOT ELEVATION - NEW CONSTRUCTION
02 V
327 / Q
J� NOTE: SPOT ELEVATIONS ALONG CURBS ARF GU1"lER UNLESS OTHERWISE StTOWN.
AT
Co
303.43
A /FFE = 305,00 30358
149
•30450
•yw p
30e <o
FFE = 305.00 7 /
304 90 364
/ 302 40
Jam! i
�30341-
r30455 \�
UTILIZE EXISTING CONCRETE
i APRON & CURB CUT AT
/ OWNERS DISCRETION.
CONTACT ENGINEER OF
GRADING CONFLICTS
i
M3.10
3
GRAPHIC SCALE,
20 0 10 20 40 90
( IN FEET )
I inch = 20 ft.
10OF AU'*1011 4/,RKAN8AS ,
ASS�)) _�t. oC.
R O +
U` 41 ,
Hptiuz N : REGISTERED
ENGINIEEFi1WG PROFESSIONAL
cr,No.. 94ENGINEER
No.11643
• ���5 R ti3 // �,
4
un,4
REVISED 4/26/16 -ADDED TO BLDG C�""`��
�a,Q,Qo�oL.
GRADING PLAN h ���
THOMAS USA STORAGE boo/} Ft�
ENGINEERING STAGECOACH ROAD �6
COMPANY LITTLE ROCK, ARKANSAS 2,_��
APPROVED DRAWN BY DATE SHEET NO.
810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 � ITRP 4/10/'5 2
SCA.E
TEL: 501-753-4-463 FAX. 501-753-6814 s 2D