HomeMy WebLinkAboutD-275014N aso NOTES:
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1 . FOR SURVEY CONTROL
INFORMATION, SEE
O 2j Q QF N, 6„W DRAWING G4"
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�p�8 Q. Z YWk;:. 2. FOR DRAWING SYMBOLS,
U Q - ��5 G 1G( ? SEE DRAWING G4
Ld / -� J 7
3. FOR STORM DRAINAGE'
71,800 0 N 71,soo NOTES, SEE DRAWING
1 C(D)800.
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3
Z / AREA UN ER
o w LJ / R 6'e ,`
J mOp z CB TYPE 1 CONSTRUC N ®PLUG EXISTING PIPE
L'i P F P 11 GF`' GIRT EL 12.5 IN ACCORDANCE WITH
s3a w C) pp /` CAP EN PC IE IN (N . =10.30 SPECIFICATION SECTION
o v cn Q Q CV j/ 1 -13 �� % ) _ .30 n ^ 02060.
7 �P IE OUT S 10 f
c 4 1� 5343 O N, REFER TO DRAWING
�m g ���. y a IN T 1C(GA)R28 FOR GRADING
z � / 63 PERF PVC DRAIN Z H S EA.
%i AP END *1
Q % I =14.00 ; 6 _ 6. FOR STORM DRAINAGE
IL _j O N 71791 s
U Z w to %/� E 53261 DRAAWIINGS 1C(D)600
w THROUGH IC(D)601. XN ®� m ��P /�f���9/ _ \� \ Z I WALLOPVCE DRAT D NOTD
11 > �v�j� __.�K`., �% PROFILED.
® O a/ �� �� \\�� GIRT E_ P = 101.50 i T 7 TH I S AREA WAS
5
UNDER CONSTRUCTION
IE I 9.85 16 AT TIME OF TOPOGRAPHIC
T (W) . � SURVEY. CONTRACTOR \ IE 985 W 71674 T S� E EN FIELD
kn -lb 4 PERFNSOLI - -E -53464 EXISTING CONDITIONS
PRIOR
0
L PVC DRAIN = _ WORK. TO BEGINNING
N J Z j a 14 6�s �j��x N 71660
E 53366 ' I
"" W 10 LF 12" PVC fJRAI 13 475014
a O \a G - - ff/ NV- Dye
a m' \.�\ / /f� 100 LF 12
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Ti- CONSTRUCTION NOTES:
Vl _
ro a _ \,- 1 ., ;55/12 CMP /OUT _ / - - Fi -_a
AREA CLEARED AND
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0
0
0
U
0
0
N
0
0
4
0
GRUBBED 12" PER TESC
PLAN. FILL AREA WITH S1
EXIST. GRADE
AND SLOPE
TO MATCH .
-- r ° >77/s1 \�� N 7 6}9 �4 .:
— _ E
- . -- 71 � SSMH 4,
R'M
✓ �G GQ�pU1S�1`' F{ _ - "`` V 8 TR O C
3 TIC" TA H ✓ (F of
_ - ON{}
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O i i M RIM -15
a 0 /.
a l / / / 2 2 / — — — — — J — — — — _ — y — N 71,600
g y _ CC S — —
T S
i _ -- 141 LF -12' PERF 74 LF -12" PVC D IN
DRAIN N T -RAIL'
' PVC
10
a _ TRANSITION BETWEEN 1 S' WATER ;
m TRANSITION BETWEEN ' ' / EASEMENT 16
I PERF AND SOLID. 1 f ' 11 5
PERF-AND SOLID WALL ® WALL PVC DRAIN 1
IiI
PVC DRAIN HELISTOP! 71645 I �� / i j _ 7 8
'N 71602 SAFEiY'ZONE E 53293 I / 2 2
a E 53158 F1 -
/ I
TRAILER i ce aI�R AREA
4' 2 IE = 12. wAl
N 71568.5 � ��, `�, AREA UNDER 33 X35
53469.9 / % CONSTRUCTON ;
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5 40
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4 45
� 1 {
' - - a
' 38
3 55
,TRAIL R 6G
6 63 64 55
ID °m
N _ r•i 7 68 69 ! 70
-714 772 73 74 'i 75
Z ® THE PROJECT SITE INCLUDES AN ACTIVE HELISTOP SITE WHICH WILL CONTINUE TO BE 20' 10' 0 20' 40' KEY PLAN
UTILIZED THROUGHOUT CONSTRUCTION. AIRCRAFT WILL PASS OVER THE PROJECT SITE SCAL : NONE
THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COORDINATE WORK
I to IN THE VICINITY OF THE HELISTOP WITH THE OWNER. A SAFETY AREA WITH A RADIUS OF
55' SHALL BE MAINTAINED AT ALL TIMES AROUND THE HELISTOP. THE SAFETY AREA���
SHALL BE KEPT CLEAN AND FREE OF CONSTRUCTION EQUIPMENT, VEHICLES, CONSTRUCTION S. 1/2, SEC. 24, T. 23N., R. 4E., W.M.
o z . MATERIALS, STOCKPILES, DEBRIS, OR ANY OTHER FOREIGN OBJECT WHICH MAY POTENTIALLY N N. 1 /2, SEC. 25, T. 23N., R. 4E., W.M.
DAMAGE A HELICOPTER OR CAUSE INJURY. 3
1
o
/ rCONSTRUCTION SET �j , z 1
®RECOMMENDED BY '~ ® r.� , EXPIRES: 06/05/00
`FOR APPROVAL DATE f -� I
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