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GENF-RAI " U.S
I FH 'BRA:. CONTRACTOR SHAli TAKE ALL °RECAUT!ONS NECESSARY TO
A OROPFRTY DAMAGE TO A7,ACENT PROPERTES DURING THE
Cr+ ?u('TION PHASES OF TH, S PROJECT. THE CONTRACTOR WILL BE HELD
SO ;Y RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES
Oc, 1,RRiNG DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
2. WA.2P + N TY/DISCLAIMER
THI �-SfGNS REPRESENTED IN THFSF PLANS ARE IN ACCORDANCE WITH
Fes' +.6HFD PRACTICES OF CIVII. ENGINEERING FOR THE DESIGN
FW InNS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER
TII1r FNGINFFRING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO
WAI +NTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN TILE
SF' :.,. IC' CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL
{N':PI AND CONTROL THE PHYSICAL CONSTRUCTION ON A
CON'I.MPORARY BASIS AT THE SITE.
3. SAL i.'Ily NOTICE TO CONTRACTOR
IN An CIRDANCF WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
T0h ''ONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
C(Irli)'. T!(1NS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
PPOO, PLY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WLL
.Ai`i'i _ CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
THE 1 ,FY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION
RE+`.� fr OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO
�Nc ;.,,- REVIEW OF THE ADEQUACY OF %E CONTRACTOR'S SAFETY
Aa I P•'k. (TES, IN, ON OR NEAR THE CONSTRUCTION SITE.
4. ALT UPES TO BE GRADED TO 3:1 OR -AT!-ER UNLESS OTHERWISE
N.1'i A."'D ON THIS SHEET.
S R(iT,i ,.. 1ONCRETE PIPE (RCP) SHALL BE CLASS L.
I I ,,2U DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK F,LLED
Wr fr ;;BED STONE.
1Nc r =P'S NOTICE TO CONTRACTOR
`NTRACTOR IS SPECIFICALLY CAUTIONED THAT HE LOCATION
At L-%ATiON OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
yap r iiri RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
MEASUREMENTS TAKEN IN THE FIELD. T'-'E INFORMATION IS NOT
TO +1 RELcD ON AS BEING EXACT OR COMPLETE. TP CONTRACTOR MUST
C 4 'HE APPROPRIATE UTILITY COMPANY AT LEAST 4E FIOURS BEF:RE ANY
Eft A"AiION 10 REQUEST EXACT FIELD LOCATIONS DF �:'.LITIES. IT SHALL
BF .Hr RESPONSIBILITY OF THE CONTRACTOR TO L_GCATE ALL EXISTING
UT!i:'.'!FS WHICH CONFLICT WITH THE PROPOSED IMPRONA-VENTS SHOWN
ON THE. PLANS.
8, FftI,HFO GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED
SIRur.TURFS, TOP OF PAVEMENT AND GUTTER LNE OF CURB, UNLESS
0T141=•'VISE SHOWN. FOR ROUGH GRADING, CONF,ACTOR -,I ALL ALLOW
FOSS' i)L.PTHS OF TOPSOIL AND CONCRETE STRUCTURES, FOR FINISH
G!T+h.NG, CONTRACTOR SHALL INSTALL TOPSOIL AND W,C7FTE
Srh U-,iUkES TO FINISHED GRADE AS INDICATED ON THIS SH T.
GRA-!r TO DRAW AWAY FROM BUILDING Al MINIMUM 1% SLOPE.
I CP. 1Hi ,?AOING CONTRACTOR SHALL INSTALL STRAW BALLS 0,P SILT FENCE AROUND ALA
DR ! A ;E BOXES DURING CON If .....T10N TO CONTROL EROSION AND
S„ . ',v OF THE SITE.
11. A.I .IMFNSIONS ARE SHOD"::. 10 Ti1E BACK OF CURE.
TAIL DITCH,
L F, 303.50�
•3M.20
•3a1.m
BLDG. D
15,375 SF
FFE = 305.50
•103 W
0
FFE = 305.00
•303 50
BLDG. E
4,650 Sr,
FFE = 305.50
A7
FFE = 305.00
CONCRETE
FLUME
BLDG. A
15,500 SF
FEE = 304.00
FFE = 305.0
I
FCONSTRUCI
(CONCRETE
9
_�� 2AA wit
30�
sLOPE 302
INSTALL 4 LF -! �CONSTRUC7 'BERM TOP =
15' RCP I CONCRETE j 302.40
,SPILLWAY I /`
3Q2-
iNSTAiI FFS J
3no.50 ML 3QI 50] 7 • I V
II J � un m
DETENTION N
ABET
FEE = 303.50
M210 ��CONSTRUCT
ram/ CONCRETE
xn 74 � ' n
30240
30077
Q M2.M 3p 30 30100
3 3 30z 40 ? l
302 04
302 Tn �-
302.3fl
3p3 / CONSTRUCT
CONCRETE
30253 _FLUME
OFFICE/ RES
1,600 SF
FFE = 303.30
/ 30/ / \�
•303 20 /
�102.67
FFE = 304.00 /
•303 AO
BLDG. C
6,000 SF •3113 a /
FFE = 303,50
,a
•'k1.1 12
FFE = 304.00 /
FFE = 304.50 CONSTRUCT!
/'CONCRETE(
FLUME
3.27
303.43 /
•303 AA
/
you �
r /
\\\ / / 302.40
UTILIZE EXISTING CONCRETI
APRON R CURB CUT AT
OWNERS DISCRETION.
` CONTACT ENGINEER OF
GRADING CONFLICTS
304
20
UTUZE EXISTING CONCRETE
APRON 8 CURB CUT AT
OWNERS DISCRETION.
CONTACT ENGINEER OFF
L GRADING CONFLICTS
�/ A,
ry
LEGEND
EXISTING coNToui�
Q� JG
®` �Q 100 PROPOSED CON DOUR
�J UO
� �30050 SHOWS SPOT Li_vATION - NEW CONSTRl1C110N
SPOT Ed VA [IONS ALONG CURBS ARE GU i TER UNLESS OTHERWISE_ SHOWN.
J
C9
GRAPHIC SCALE
20 0 10 20 40 00
( IN FEET )
I inch = 20 1t.
,,,444...... •p'o.�rl Irr'r^
OF A (�� ��, 5 I F 1 O F
%�� ARKA,`: AS
7-0MAg 1.► REGISTERED
ENGiriEEy l KK3 > = PROFESSIONAL
= d No. 94 = ENGINEER ;
'• q9 _ 4P,
�''.;�k,ys Eta"";.��� •�,5 R, 4 rr� �
'rr�N ��..•iNrr
un4
s Q0
REVISED 4/26/16 - ADDED TO BLDG C�
GRADING PL/0
` 'Ir0VIAS USA S i O�- "NE
L \ GI EER,ING STAGECOACH ROAD -Z_
COMPANY LITTLE ROCK ARK-%NSAS
APPROVED ;LAWN BY SHLLI N0.
3810 LOOKOUT ROAI, .,;',-K, AR. 72118 4/ -/ts 2
TEL: 501-753-44 i ; 5ca E