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A
B
PRELOAD GRADE
88
80 .
TOP OF STONE
COLUMN SOIL
IMPROVEMENTS
70
C D I E
FINISH GRADE
�. EXISTING GRADES 88
F G H I ( J K L M N 0 P
s
GENERAL NOTES
THE CONSTRUCTION PLAN AND SPECIFICATION REPRESENT THE 10
FINISH GRADE ENGINEER'S GENERAL APPROACH TO THE EXCAVATION, SHORING, AND
PRELOAD GRADE
90 - - - - - _._ 90 SPEECIF�ICATIONS,'A D yTHEKGEO GEOTECHNICAL REPORT FOR ADDITIONA
BIDDERS,
INFORMATION.
EXISTING GRADE
80 80
80 NOTES:
EXCAVATION TOP OF STONE EX C A ON /
9
RETAINING WALL/ COLUMN SOIL ? RETAINING WALL
(SHORING WALL) IMPROVEMENTS (SHORING WALL) 10 BOTTOM OF EXCAVATION ELEVATIONS SHOWN ARE
� -70.5 APPROXIMATE BASED ON AVAILABLE
Q�oQ Q�o� 70 70 // 2 70 GEOTECHNICAL INFORMATION. SEE GEOTECHNICAL
O Ra� �8
67 O O L 6 REPORT APPENDIX A.
0900 Q00 �po0 2 Oho COQ �o Oo o O2 DEPTH OF SHORING WALLS SHOWN ARE
60 60 gg, 60 APROXIMATE AND FOR FACE OF WALL
a''a U MEASUREMENT AND PAYMENT PURPOSED ONLY.
000 0
k B 0 ACTUAL 'DEPTH OF SHORING MAY VARY FROM 8
THAT SHOWN.
BO
EXCAVATION BOTTOM OF Qa !
50 ! GRADE O 50 50 EXCAVATION p 50
GRADED 46 LEGEND
46 46 46
0 +00 0 +50 1 +00 0 +00 0 +50 1 +00
CUT
VAULT #2 NEW BUILDING EXCAVATION
FILL 7
SECTION A 1 ° =10' SECTION B 1 ° -10'
1 ° -20' 1 " =20r STONE COLUMNS
6
PRELOAD GRADE FINISH GRADE
90 _ _ gp
PRELOAD GRADE FINISH GRADE
90
EXISTING GRADE s x ? i
80 - 80
EXISTING GRADE _ 5
x EXCAVA IT ON TOP !OF STONE k x
RETAINING WALL COLUMN SOIL 80: 80
\\
.
(SHORING WALL) IMPROVEMENTS s TOP OF STONE
COLUMN SOIL
70 \\ \ \ 2 \ \, \ \\ F 70 € / IMPROVEMENTS
67 1 , 1 1 67 _ 70.5 , _' 1/'70.5 _
0('8 0 8 a 8 a 8 aW8 Q 8 8 a 8 7o 70
COQ CQQ Q Q Q OQ Q CO° 1 2 0� 0 0 0 BOTTOM OF
60 !_ 0 0 0 0 0 0 - _ 00 0 00 0 . 0p0 ..._... 00 0 ...._._. Q09,0 60 s COo L OOo OOo 00°0 Zi EXCAVATION
o'a ou�aa ��'a oUa o a QU"c4 I 3 Q0 0 Q 00 GRADE 1 4
p 0 0 0 0 0 0 0 C 0 BOTTOM OF O o 0 EXCAVATION : 60
0,_GRADE
56
50 �� �O 0 °0 - - 50
0 +00 0 +50 1 +00
46 _ _ 46
1 +50 1 +00 0 +50 0 +00
NEW BUILDING EXCAVATION VAULT #1 3
SECTION c 1' =10' SECTION D 1" =10' R .2953;1".0
cis ci s
1,._20' 1 " =20'
CO NSTRUCTION RECORD DRAWING NOTICE
2 RECORD DRAWINGS
1 ISSUED FOR CONSTRUCTION
NO. REVISION
A B
These record drawings :have been prepared based upon
2
information contained in 'addenda, change orders, or
other available construction`: information, and information
-
-
-
provided by the Contractor;:. and by others..HDR' has not -
verified.: the accuracy or completeness.. of the information-
provided to it and does not warrant ..the accuracy or
completeness of these record drawings. Users of this
-
information shall be solely' responsible: to verify any and
- -
-
all information represented herein prior to any such use
of the information: -
SURVEYED: —
SCALE:AS SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Kennedy /Jenks
Consultants Consultants
32001 32nd Ave. S., Suite 100
Federal Way, Washington 98001
ECONOMIC AND ENGINEERING
SERVICES, INC.
10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA
!M CITY OF PENTON
Planning/Building/Public Works Dept.
DATE: 1
OCTOBER, 2003.
PROJECT No. 3 -01 -358
REVISION NO. 2
SHT NO.
DWG NO. C17
DESIGNED: J. E.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWN: R.B.
MAPLEWOOD
WATER TREATMENT IMPROVEMENTS
CHECKED: G.P.
APPROVED: —
RB
1/06
GP
EXCAVATION PLAN 4 OF 4
:
RB
10/0
GP
BY
DATE
APPR
C D
E
F
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