HomeMy WebLinkAboutZ-8978 Map 1iTAIL DI'.
FL 306
_ FEX-CAVATEI JINSTALL rES1, INSTALL 4 LF - CONSTRUCT BERM TOP =
TAIL DITCH FL 300.30 15' RCP CONCRETE 302.40
SPILLWAY
302
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SLOPE 3:1 30 f' 30� I
u 3 v 304 SLOPE 303 302 5L3_1 30 302 3`ro 30 �2 302�\ \
N INSTALL FES 1 \'
n 1
o 302.00 00°.50 FL 300.50
VII 1 'So110 �
+
n
¶ C-- END GRADING BLDG. A I DETENTI N P� N
IMPROVEMENTS 15,500 SF I pp AREA raj
M
it FFE = 304.00 � FFE = 303.50 / N
r 303 11
302.70
v,n Ivt C= • u / CONSTR €T.
COLU Y
FLUME
' CONSTRUCT 3007' /
CONCRETE
FLUME 302 no
�\ I 3X n
/
303 c.l 30288 3ox eo 3p? 3b an1 ro 30070 ' 030387 4'
•J03.50
7.7 LbR 1 J02 ]0
EXCAVATE. // 30238
�TAIL FL DITCOH +�0� / CONSTRUCT
CONCRETE
FLUME
302.53
_ UTILIZE EXISTING CONCRETE
APRON 8 CURB CUT AT
/ OWNERS DISCRETION.
p 302.90 CONTACT ENGINEER OF
CONSTRUCT 303 Jns bO %� GRADING CONFLICTS
CONCRETE
•31A 20 L FLUME OFFICE/ RES :102.63
1,600 SF ' AD
3b I FFE = 303.30
•3 fiI �303.50 / `.0
03 /
t.x0
END GRADING304
IMPROVEMENTS 0z.]7 / \\
•an
3:1
S03.z0 � / SLOPE
O•303.7 •30 .67 /
FFE = 305.00
Oa
•304 zo „3oa. FFE = 304.00
•Ja.O /1 BLDG. C
6,000 SF •303ro / �V]
p FFE = 303.50 1 3ro.,a *M35 to
a
�'
SITF & c:RADiNG PLAN
GFNERAI NOTES wo - LEGEND
1. TT7"r" GCNERAI CONTRACTOR SHALL_ TAKE ALL PRECAUTIONS NECESSARY TO s 3 U /
AVOIDNZ
FFE 304.00 PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE ��O
•3031z
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD '� = / EXISTING CONTOUR
r:. Y RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES q BLDG. E / z
CC' BRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. \\ 4,650 SF
FFE=304.50 consTRucT ,Q- 100 PROPOSED CONTOUR
2, WAPRAN TY/DISCLAIMER / CONCRETE vO
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH FFE = 305.50 �� FLUME Q
FS IAHL (SHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN- /
H7 1I11 / � �300.5o SHOWS SPOT ELEVATION NEW CONSTRUCTION
ll •03z] NOTE: SPOT ELEVATIONS ALONG CURBS ARE GUTTER UNLESS OTHERWSE SHOWN.
P CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL
FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER
MAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO
WM4-
WAi?I?ANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE r
r.inr, sJD j J
IN`,I , ! AND CONTROL THE PHYSICAL CONSTRUCTION ON A R r s Cltl; : i %+F>ORARY BASIS AT THE SITE. BLDG. D � � /
I,EXCAVATE'�, AT
3. SAIL. 'r NOTICE TO CONTRACTOR ITAIL DITCH'' 15,375 SF Co
IN A('."')RDANCL_ WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, I FL303.50
TI•+i +'.oNT"RACIOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FFE=305.50
30J.03
IONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND /
PROP( R TY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL R /
30500 30388
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ; FFE = .
THE DUTY OF THE ENGINEER OR OWNER. TO CONDUCT CONSTRUCTION •3n..s0 •Jo3.<s \ GRAPHIC SCALE
RFVIrW OF THE CONTRACTOR'S PtRFORMANCE IS NOT INTENDED TO 20 0 10 zo
60
INCI IOF REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY -" w
MFA'0IRES, IN, ON OR NEAR THE CONSTRUCTION SITE. -
iI 4 ALL SCOPES TO BE GRADED 1"0 3:1 OR FLATTER UNLESS OTHERWISE w
1 INDIC1 inc
ATED ON THIS SHEET. / ( FEET h )
1 ,ypa h = 20 ft
S. RP -.`..C1) CONCRETE PIPE (RCP) SHALL BE CLASS III. •3w 20
l03 R]
6. ALL 'l:ORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED - q •`�"�"����x�� �������""�
II CNUSHED STONE. or- A�/i!!00
Wt TR� i E 0�•�
FFE = 305.00 PJ / Q o'; '��` A kAAS = C
7. FN('IN[rR'S NOTICE TO CONTRACTOR
i1-II [:ON TRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONI ! • +`
Arm ),'nR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS 4an = IL 11 IOMA8 N ._ REGISTERED
BnS;E :? ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 364 ; PROFESSIONAL
94
PO`IFOLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT /
TO f3C RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST `�O / 30za0 �' ENGINEER
CAI,.: THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY 'Q / iyJ O` _
If
CXC: r,'.'n iION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL / %/�303 �z ' �,O` �� �y N0.11643 Pv44
BF ' F RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 1� ,,,��,,, �O�q 0 '
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN //
s5
ON ir;E PLANS.
8. FIN;°,I-LLD 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, t7EP1HS OF TOPSOIL AND CONCRETE STRUCTURES. FOR FINISHWIREVISED 4/26/16 - ADDED TO BLDG C��
UTILIZE EXISTING CONCRETE
GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE
APRON 8 CURB CUT AT
STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET.
/ OWNERS DISCRETION. GRADING PLAN
9. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1 % SLOPE. CONTACTCONFLICTS
ENGINEER OF ! �,�„
� GRADING CONFLICTS USA STORAGE T�
10. THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL - THOMAS J
DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND / -
SILTATIDN DI- THE SITE. ENGINEERING STAGECOACH ROAD
COMPANY LITTLE ROCK, ARKANSAS
11. ALL DIMENSIONS ARE SHOWN TO THE BACK OF CURB.
03.10 d
APPROVED DRAWN BY DATE SHEET N0.
3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72118 SCALE TRP 4/10/15 2'k� x
TEL: 501-753-4463 FAX: 501-753-6814