08-156.00 Inland Asphalt: Pines-Mansfield Corridor Congestion Relief
~
'"asw"gt°^StMe Change Order
V~ Departmerrt of 7YanspoMation
Date 11/12/2008
Page I of 7 Pages
Contrect Number 08-016 Federal Aid Number CM-9932 (032)
Contract Title Pines-Manfield Corridor Congestion Relief Project
Change Order Number 7
Prime Contractor Inland Asphalt
~ Ordered by Engineer under the terms of Section 1-04.4 of the Standard Specifications
❑ Change proposed by Contractor
Endorsed By Surety Consent C ~A/L s
Conlracta7~ ✓ AtlorneyonFact
~Q° b~
Date Date
Original Contrect Amount 3,061,916.95
Current Contract Amount 3,131,392.70
Estimated Net Change This Order 2,825.20
Estimated Contract Total After Change 3,134,217.90
Approval Required ❑ Region [-1 Olympia Service Center N Local Agency
If the amount authorized in the Local Agency Agreement is exceeded and federal funds are not available for this
change, the Local Agency will assume the total cost of this Change Order.
~ Approval Recom~m/ended ~ Approved AP °
Prol~Engine~l ~ ~ rovi JAAA6gr ment-
I
IM1On
2~ l~aJ 2lld ~
Date Date ~
F-] Approval Recommended F] Approved Other Approval When Required
BY SignaNre Dale
Date Repiesenting
-)OT Form 140-005 EF
ReVised 10197
C08-156
CHANGE ORDER
Page 2 of 7
Contract No: 08-016 Change Order No. 7
This Contract is revised as follows:
Description of Work
The drainage system for the Pines-Mansfield intersection shall be revised in
accordance with attached Plan sheets.
Materials
C900 PVC 12-inch Diam. Shall meet the requirements of Section 9-30.1(5)A.
Measurement
C900 PVC 12-inch Diam. shall be measured by the linear foot.
No specific unit of ineasure will apply to the lump sum item, Additional Structure
Excavation Equitable Adjustment.
~
Payment
Payment will be made for each of the following items:
Existing contract items:
Item 14, "Combination Inlet," per each.
Item 17, "CI. IV Reinf. Conc. Culv. Pipe 12 in. Diam.," per linear foot.
Item 81, "Other Traffic Control Labor," per hour.
Item 82, "Flaggers and Spotters," per hour.
New contract items:
"C900 PVC 12-inch Diam.," per linear foot.
"Additional Structure Excavation Equitable Adjustment," per lump sum
Contract Time
Two (2) working days will be added to Contract Time as a result of this Change Order.
Attachments
None
CHANGE ORDER
Page 3 of 7
Contract No: 08-016 Change Order No. 7
Item No. Group No. I I Item Description Unit Unit Price Est. Qty. Est. Amt. Change
Measure Change
14 6 Combination Inlet EA $1,645.00 1 $1,645.00
17 6 CI. IV Reinf. Conc. Culv. Pipe 12 In Diam. --W LF $51.40 -273 ($14,032.20
NEW 6 C900 PVC 12 Inch Diam. $51.40 216 $11,102.40
81 6 Other Traffic Control HOUR $42.50 12 $510.00
82 6 FlaggersandSpotters SF-►iR $40 40 $1,600.00
NEW 6 Additional Structure Exc. Equitable Adjustment LS $2,000.00 1 $2,000.00
TOTAL $2,825.20
.
. STRUCTURE NOTES
GENERALNOTES:
W w
NOTE: J ~
THE FIRST NUMBER OF THE "CODE
DESIGNATION" BELOW REFERS TO THE SHEET
z ~ t- U ~ U J N
NO. OR THE SHEET REFERENCE NO. SHOWING o
w ~ ti V~ z ~ ~ w
THE DRAINAGE FEATURE. Q a Z a Q o N N Z O
a ~ a
T H E S E C O ND NUMBER REFERS TO THE ~ W O o a w w w~
DRAINAGE FEATURE FOUND ON THAT SHEET W Z ¢ ~ w z } Z q y z z¢ j Z
w w O On
J J F m m LL O~ O Z Z oo ' CD
~ Q K O ~ ~ a ~ ~ O m m z w
0 x 0 0 c) c) a c1 0 O i- m a a c <n
CODEI LOCATION V\ UNITOPMEASURE➢ I C.Y. I EACH I EACH I EACH I L.F. ~ C.Y L.F. ~ G.~. ~ C.Y I S.Y. EACH ~ , . I I I
AL1-9 ~ P 24+39 (87' LT) I I I I 1 I I I I I I + I I I I 1,2,6 ~ 1. SEE SPECIAL PROVISIONS
AL1-2 ~ P 23+59 (88' RT) I I I I 1 I I I I I I I I I I I I 1,2,6 ~ 2. SEE SPO. CO. STANDARD PLAN B-9
I I I I I I I I I I I I I f I I I ~ 3. SEE WSDOT STANDARD PLAN B35.40-00
AL2-1 I P 27+50 (29.5' LT) I I 1 I I I 140 I I I I I I I I I I I 3 4. SEE WSDOT STANDARD PLAN B-2520-00
AL2-2 I P 28+90 (27.4' LT) I I 1 I I I£37'or- I I I I I I I I I I ; I 3 5. SEE SHEET DD1
AL2-3 IP 29+75 (27.4' RT) I I I 7 I 1305w I I I I I I I I I I I 4 6. INSTALL CEMENT CONCRETE APRON, SEE
AL24 IM 30+00 (95' Rn I 450 I I I 2 1 ~ 3 1 220 ~ 440 ~ I ~ I I I 1.2.5,6 SHEET DD1 FOR DETARS.
A112-5 IM 30+20 (23.5' LT) I I 1 ~ I I yllFx I I I I ~ I I I I I I 3
A112E I P 27+50 (28.4' RT) I ~ 1 ~ I I 140 1 I I I ~ I 1 I 3
AL2-7 1P 28+90 (28.4' RT) I I 1 I I 1 85 ~ I I I I I ~ ~ ~ I I 3
AL2-8 I P 29+75 (28.4' RT) I ~ I 7 1 I~b I= I I I I I I I I I I I 4 I
AL2-9 I P 30+45 (29J' RT) I I 1 170Zr I 3
AL2-1 01 P31+q5(60.7'RT) I I 1 ~ I I(o0ies~ I I I I I I I I I I I 3
AL2-11 I P 31+71 (28.4' LT) I I I I I I nm~ I I I 7¢- I ~ I ~ I I I ! I 3
AL2-121P 31+90 (28.4' RT) I I 7 I I I -4~g: I 1 I (oD 1 I I ~ I I I I 3 I
AL2-131M 32+00 (20' LT) I I l I 1 135-4& I 1 1 1 1 I I 1 I I I 3 I
A112-14+M 32+00 (20' RT) F I I I ~ I I 1 6, 8 I I ~ ~ I I I . I 3
lJt2-/$ Y34t25 [2I I I 1 I I I I I 14- I I I I I I I I I
~ UT7-1 IPD 23+11 (8' LT) I I I ~ I I I ~ ~ ~ I 1 I ~ I ~ ~ ~
UT7-2 IPD 24+72 (10' Ln i I I I I I I i I I I 1 I i I ~ I i
UT73 IP 22+38 (126' LT) TO P 23+00 (119' LT) 1
~ UTt-0 IP 22+36 (126' Ln ~ I I I ~ ~ I I I I ~ I I I I I I 1
UT7-5 IPD 17+32. TO 24+77 (RT) I 660 I I
UT7-6 IPD 18+70 TO 22+86 (Ln 1 ~ ~ ~ I I I 390
UT1-7 IP 24+21 TO 25+00 (LT) + I I I I ~ I 160 I I I I ~ ~ I ~ I I
- UT1-8 IP 25+60 TO 29+82 (LT) ~ I I ~ I I I 420 I I ~ ~ ~ I I I I ~
UTi-9IWN75+76T018+75(LT) I I I 1 I + I 290 I I ~ I I I I I I I
UTt-1DIWN13+76T018+68(LT) I I I I I ~ ~ 640 I I ~ I ~ I I I ~ I
~ I ~ I I I I I I I I I I I I I
~ I I I I I I I I I I I I I I I I
~ I I I. I I I I I I I I I I I I I
UT2-1 IM 30+60.50 (24' LT) I ~ ~ ~ I I I ~ ~ I I 1
UT2-2 IM30+50 (12' Rn I ~ I I I I ~ ~ I ~ I 1 I
~ UT2-3 IF' 29*39 (29' Ln 1
UT24 IP 27+60 (29' Ln I I I ~ I ~ I 1 I I ~ ~ ~ I I I. I 7 ~ ~
I , I I I I I I I I I I I I I I I I I
UT2-5 I M 28+78 TO 30+32 (R'n I I I I I I I 200 ~ I I ~ I I I 1 I I
UT2-6 IM 29+77 TO 30+64 (LT) I I I ~ I I I 100 ~ I I ~ I I I ~ I I
~ I I I I I I I I I I I I I I I I I
~ I I I I I I I I I I I I I I I I I
~ i I 1 I I I I I I I I I ( I I I I
I SNEETTOTALI aso I 11 I 3r.= I a 171`7mxa I s I zaso I zi(. I zzo I aao I 7 I 1 I I I I I
~ PROJECT TOTALI 450 I 11 I St?_- 1 4 D91t= I 3 I 2860 I Z/G I 220 I 440 ,1 7 1 1 I I I I I
' II I I 1 1 REGION NO.1 STATE I FED. AID PROJ. NO.
I I I I I PINES-MANSFIELD SNT 1
DESIGNED BY IP. LEFLER I I I I I 70 WASH CORRIDOR CONGESTION
ENTERED BY IS. FRONSMAN I 03/21/071 I 1 ~ Washington State RELIEF PROJECT I SHEET AlInk CHECKED BY IM. PEA I I I I JOB NUMBER ' Department of Transpor[ation 16
PROJ. ENGR. IC. SIMONSON, P.E. I ' I I OF
REGION ADM. IJ.C LENZI, P.E. I I I I CONTRACT NO. I STRUCTURE NOTES 74
I I DATE I DATE ~ REVISION I BY I SHEE7S
i
~
- ~ ' GO_~ Pfl~~ 5
; C°R°E °ATA T. 25 N~ R. 44 Ea, W.M.
P.L STATION I DELTA RADIp3 I tANGENT LENGTH 5 _
I P]'IH6A0 I 6'S6<0.]" RT 32d.W' 19).60' 39~.]T '.OYIFf .
- P]Sr8).36 15'Ot'03I" LT 1050.W 2~195 C81.90' .Oy/Ff
I M Mrd00 I tS0T06TNT 490.W I GC.OY' 1W36' .OR'/Ff
I ,1 ]SST 181A3' .Oi'IFf
M 2M6B90 ]5.1'116"LT ~p{69
a n
FNl1 CON3TRIICTInN
SR Z] 34+1252 MY 86.89
RW ]1+22.38 (4.08'Ln
W P 33+43.51 PRC .
o-
N
M
O
RW 16+53.40 PT 2 '
, II
K T I'I
N N (J 1 1
r~, N VI~ I
~~N ~ I III )
M 26+06.00 PI X ,
'P-
I
BEGIN A4GNMENT
M Y5i50_W YG I I~ /
M 26+57.56 PT
M 28q6.66 PC
11 ~ I I' N 4Y9'49.3" E I /
:C
~ I~~
, codNrv nicHaoF-wev RW 74+63 33 PI I ~ I N ~ 11'~ 2, 13 °°um M M-°F-wev
i `
~ P 3HO6.d0 PI f~ -'.l \
/ M 29+68.90 PI - _ _
- - _ M <INF couH I 3 , ` •~.~5 Q 0.N
JZ9 Y EIT u M 30+$~.OC PT \ ~ j ' L011NiY CONSTRULTION
~ A~ Q ~ I --E11. N 83°05'10.5'E
` \ ~ ~ °MANSFIELD AVE
m _
Q- - -30 I Pw - ~ - ` i
/
s
4 ~
Stormwater ^ 14 .
\ ireavnentHrea 9
LEGEND -
iucn raannu swn~e / / M a I GRADE MTERSECTION
P 31*04.52 MP 8685=
6 pp ' I p~ M LINE 30+93.03 PoT
o n,oo I $ ---ww-- HIGHWAY RIGHT OF
3 W,4Y EXISTING TRAFFIC fSLAND
z ~ nnmrrm LIMITED A C C E S S ~ PROPOSED TRA F F I C I SLAND
3
I i 7 UNION PAGFIC RAIL ROAD ~ pROPOSED DRNEWAY
aw n+7z.n x i_nw RIGHT OF WAY
~ I I ry o{ UNION PAqFIC CENTERLINE EXISTING GR4TE WLET Ii
3 z ' ~
c zs+ae.ao Pc EXISTING TRAFFIC BARRIER EXISTING CATCH BASIN ~
EXISTING CURB OR _
CURB & GUTTER EXISTING MAN HOLE
I
Cl s EXISTING SIDEWALK rK EXISTING DRY WELL
EXISTING EDGE OF
TRAVEL WAY ~ PROPOSED CATCH BASIN
C EXISTING EDGE OF m PROPOSED GRATE WLET
i GRAVEL SURFACE
oa - oa - PROPOSED DRAIN PIPE O STRUCTURE NOTES
i
i ~ PROPOSED RAIL ROAO y
CROSSING ARM qUANTITY TAB NOTES
i O
o so ioo
SCALE IN FEET
MATCSNEET pL16+50
PILE NAME G:14643071LOCation 20061Proiee1s1TA2942 Pines IC ParlnershiplCADDNS&EShee1S\TA2942_PS ALRW CO.dgn 1 I Plo[ 2
TIME 97:31:11 AM I M I i I^E. I sr~~ I FED.AID PROJ.NO. PINES-MANSFIELD AL2
DATE +oiavzoos i
PLOTTED BY Peam ; 1o IH,ASI ~ CORRIDOR CONGESTION
DESIGNED BY P.LEFLER i IWashin9ton State RELIEF PROJECT SHE~*
ENiERED BY E. GEIER 18
CHECKED BY M.PEA I corrtamr xo. ixenox xo. Department of Transportation 74
I I
PROJ.ENGR. C. SIMONSON. P.E. I ' I ~ TA2942 ~.F:o,~~=aooa~ o.~ ALIGNMENT /RIGHT OF WAY
REGIONAL ADM. J.C. LENZI, P.E. ~ REVISION 1 DATE I BY I .ts~..P dox r.esreMr aox
fA65E (n
• naruM : ~ : i `
- - - ' ; - - - - ~
- - - _ ~ . - - - - - -
- - - - - - - - - - - - - - - - -
- - _ - - - - -
N~
. : I I • • I Q' N N' N
• W~~: I WI- tp; N ~ O~ (p
aFrn
: : : ;
"'_""__"_'_'_'_""'_w' FY i _ j....__'_'_" IFrn~1""__"'_'_ - ' _u'-•~cal.___"_" a^m j
' I _ _
Z 1 I Z _
. . ~ ~ ~I . . '
, ~ " ' " ~y 4 _
w m : . ~ F [Vp : XZ ryv + 1- P
i J 1~ F~ Z NO. : ~ .O w' F-
. ~ . . ~ Z v1 Z Oi : 0 P-; W ¢
W<- : W~J i z v~ ¢ N;: Z v~7 W N J
.r.. .r--------------- : • •
~
r . . : : :
~vr-r ..............i--'------------'r---ru :a w----- -----------i--------------- - - ,z oo w.;.--`---'---'- - ~ w D
. ~
.
L2
10 CD 2CL:AL2~I[h`L~ Gq2 o(V~;
~l arc; ?
I / n ~
. ~ . ' """___.__.._..ff. p Y
------_......i-------------'-----------..i..---------"'--"
. . 1 / • : : I r ~
_
_ _ !
_ _
~
. •
~ . . . . - " .
. . . . . . -
: : . . : I : . . y . i__' '_'196P_""'_______
i 526 k-~
. . . . • `0. ° i o .
. ".5~26°~ !
0
: : , , : : ~ • ' i .5 . .
, , , . s 2610: '+090 a1 000%
i -0
. . ~ ~ , . . . ~ .
;dL2
. , . . . , . . : : i .
~ . . . ~
•
~ I
t
"
y """_t__"""""y""'____"' ~
. . ..j_______________ _
i
~ ~ o;O . _ . _ . _n _ .
? _
~ _
p Z
. . .
. ^ . _1g~J p
~
.
• . . ~ i i
1
:
. . . ~ . . • . . ~ ~ ~ , ,
......i 'r--------------- . . . 1.. ' ' . J
. ~ . . . •
. . " . ' ' . .
. r . I
. . . . . 85 "_'___"""u ii_"
LL : BD~: : LLfI~ : EO~I : ~lL ' ' ` _
. . . . . . .
. ~ . . ~O~ : I LL.LL : • • ' . . _
'_r F_____ _ _ _
. . . : ' ' . ~Q~ _ . .
. . . • . . . . . . . . . .
r . • i ' LL
. 1.1DJAM. ; j 12' DIAM.
J
12"D
i i.i i 12"
! IAM DIAM DIA
i1Y
M.~~
; i °
-
- - -
- -
-
- -
'
• ; :
, r ~ A ' _ "
"
'
_ _ _ _
" " . . _ ' _ _
.
3 :
i ~
~ • • 8 ~ •
i___._.._"__.r.._.___"___._.------- 4....._...
~ . . . . : :
. . ' .....______'.r .
~ ~ . . . . . . .
.'.._._'__.._....".;'_._'__...___'._..__"_"_..'...___.__.__"_r.__.____"' ~
_ "__.__..__...i.__.__" _ _ _ .
I ~ !
. . i ; ~ .
. . . ......"..__.._-0.833%
...............'""......__._'.___.__.____....'.__.._..._"..L".._.'......_ ~
. . ~ '
;N . . . .
_ _ _ _ _
_ _
. . ; _
. .
. . . . . : . ~
~ : ! : : : : : : ,
I I I • : ~ :
' .
f .......'_..__y__.._.._'_.._:
. . . . . ' ' . ' T1. ' . . . i.._.~
_ _ .
_ _ ° _ _ _ _
- . . . . . . . . . . .
~ ~ • ~ - - E _
_
- .
. '
+
~ ~ . . . . . . : • 1 - i . . _
i 2";DIA ;
M_
'__""_'_'_:._....__""c""_""__„"'_"_"_y"'_'_"'_"_:-"__""__"__"'__
, . . , . . . --.J._.
. , . .
. . _ . . . _ . N . . .
• m: ry N N
• ; : : : j j ~ ~O d
. . : : ~ W~1 ~o. . W .m FTF
'__..~._.m..._._.'..._..__'__.....'_..__ _ a. _ ~
Z. . . N_. .
• • , - -
I i : : Z~ a _ v O m I-
O ^ Q . ~ Z V W
~ 0;N ¢ W
. . . y . ' • ~11 N
~ • . .
. . ' _ .
. . : . . . . . ~__ZroLlj------------ _ ~W
, . : . . . . .
. _ ~
. . . . . . W ~I "t ' f ~ _ Q
CI 2 t ~ ~ + W i Q ro+ ~_.2._. ~ . . . . . . _ . .
O ia ~ 0 2 d'
~a
'_'__""'h . . ; i
' ' . '
. .
. . . . . . 96Q _ :""""_"""__"_"J ..._'1_""__""'_'"__""„ _
. . . . . . • ~ ~ _ _ - "
. _
. : '
QUARRYSPALLS.;
K 4z-
, f+, 388% ! +LD00% j
955-""""_'__"_'_"'___'_~':~..':_'_"_'_'""""_""" ' " " _
POND BOITO~iI 1956 _ _ _ _ _ _ _
, ' ~ ~ JN ~b c . . . I
' , • I NN ~
. . y.------------- p . ..y ...j--------------- t tOaO h1~ .
~ . . . . } . .y... . u: vI_ _ ~ ~
• I : : • i : : .S ~ 1.. .Q ~ . . . .1 .6 m . . _ _ " " . .i '
. . . ~ • . . . : F ~ . : ~ W ~ : ~ 1 . .1• 1 . Q, . . .
; : : ! .
. . . . . . • . ' " ;
.
. : • • _ ~ p ^ -i
SO'
O i ii i LL'~LL Jt ~j~~~v~(' V
~ i 85' ~ i 790' ~~l/ i VI~j Il i`~ ~
. . . . . ' . . . . i i12" DIAM. i i 72" DIAM. i . . . . i 12" DIAM.; ~ .
FILE NAME G:W6430TLOCaHOn 2006Nroiecis\TA2942 Pines IC PartnershiplLADDIPS&ESheetslTA2962 PR DR CO.tlqn ~
TIME 7127:43 AM I aecnx s."rE ~NTUN ' Flpj 1
onre 1o1av2ooe i I i ~,a. I I FED.AID PROJ.NO. F' pp,gyS~'y0y Q PINES-RflANSFIELD DP1
I
PLOTiED BY peam 10 IWASh
Dp51GNEO BY D. CORNELISON I ~ r ~,oe .„aEa CORRIDOR COMGESTIORI
ENTERED BY D.CORNELISON I ~ I I ~A~~O~SiLR~O ~6 Washington SWt@ RELIEF PROJECT I
CHECKED BY Pq. PEA I mvrw.cr ra. I iowriox xo. ss v~ j go3
Department of Transporta4ion
PROJ.ENGR. C,SIMONSON,P.E. I TA as~a DRAIPJAGE PROFILE I 74 '
, REGIONAL ADM. K. METCALF. P.E. I REVISION I DATE I BY I sxee.s
. OY pESTAwp QW I
~ ~
-5~ ~
-L -1 _ - 1 - : __I_'______
I I 'I 1 I 1 I 1 I I I I ~ L
~ I 1 I I I 1 I I I I I 1 I I I I I I I I I
I I ~ I
I I I 1 I I I I 1 I i ~ ~ ~ ~ I I I ~
I I I 1 I I I I 1 I I I 1 1 ' ~ : ~ ~ I 1 ~ ~ 1 I 1
I 1 I I I I I I I I I 1 I I ~ ~ ~ ~ ~ I I_ 1 I I I I
(NAVD) IBB
1 1-__-_-_J________I . `___-____-____1___ _______I , L-___ i
I I I I I I I I I I I I I I : ~ ; ~ ~ ~ ~ ~ ~ : m I I I
I I I I 1 1 1 1 1 I 1 I 1 I . N y N ~
1 1 'I I I 1 1 1 1 I I I I 1 ~ ~ I I IN . 1 I . I I I
I 1 I 1 1 I I I 1 1 I 1 I 1 ~ ~ ~ I I 1 IN W'~m I I 1
I I I 1 1 I I I 1 I I I I I 1 ~ I I I q- I ~W -~O p. ~ ~ ~
-
r_____ I 1 _ _T ~I1
T_______ . . IY Z F d'T T I ~ I
V O 1 I
1 I I 1 I ~ I ~ 1 I I I - Z f~o
I 1 I 1 I I 1 I I I F' _ Fr0 WoF' I I
W mF J N Q : :
z ~W ZO-¢
I I I . I I ~ I' I I ~ I i O e> W O J I I
j ______1__-___ i i ___-___1_______ il i ~ ____-__I ------I I ~ _I i ~ W • + ^ ____I _ I
~ i nLz2 ~_n_~_z ~
4L~
~o ~
• • ; • ~ ' '
I i _
, ______jr - i ___`_____,-____w______`___~_
, b -F------ ~ ~ F-- ;
I I I
1 i
.000% i i+0.571 % i i ~
~ ~ I ~ I II I ~ ~ 1 1 ~ I . • • •
~ ~ I I 4_______ I I I I I I r____
r ,________i II~. I T_______~-__
- II I I 1 1 1 I ~ I ~00 N
11' 1 I i ~ I I ¢j I m m m
I I ~ ~ . _ . . ~ . ..j . ~ . . ~ i . ~ . . ~ ~ ~ . .
' ' ' -
M; i ~ LL IL
~ 6 I ~ ~ 1 I ~ ~ I : LL I DIA
~ I I 1 I~ I I I~ I 1 I 1 I ~ • ~ I I i12" I I
' I
i 12':DIAM i i
i
~ i i i i i i i i i i i i i ; ; • : i i i i i i i i
i------- 1_______i_ J________------- l_______L____ i_ I - _______L___ I _ L----- J... L-------
~ j 1 I ~ i I I I 1 I I 1 I I , I I ' I
I I I 1 I I I I 1
~ ~ 1 I I 1 I I I I I I I I I ~ j j ~
~ ~ 1 I I 1 I I I I 1 I I I ~ ~ ~ ~ ~ ~
I I I I I 1 I I I I 1 1 I I ~ ~ ~ ~ ~ ~ ~ I I I ~ I
I I I I I I 1 I I I I I I I ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~
I I I I I I 1 I I I I I I I I I
l ___T------- ~ ~ -T _r ~ T 1 1 1 _T____
1 I I I_______ I I 1_____ _ I _______I I______
_______T
I I I 1
. j j i i I I I I I 1 I I ~ ~
1 I I I 1 I I 1 I I
I I I 1 1 I ~ I 1 ~ I ~ I .
_ __J________L_ I______ I_______1_______j ________L_____ ________L_____
~ I I I i I I
i I ~ ~ ~ ~ ' ~ ' • o
1 I I I I I: I I I 1 I I 1 ~ ; i N
I I I I I I I I I I I I ~ ~ ' ' ' , - ~ ~
1 I I I I 1 I I I I I I I 1 ; ; : ' I 1 I I W W . I I I
I_"______i_"_"___f_ i___""'__i _____"J___l------- _ _ _ _ I-------- L------- _ _ _ _ _ J-------- `_______t""____.-------- i____"_i________I---- __'i"___~ L__"_'"'_____ F p_O L'______1_____"_J___---- _
i_"_ _ _i
I I {I I 1~ ~ ; :
1 I I I I I 1 I I I I 1 I I Jyi2 I I I I
I 1 I 1 1 1 I 1 I 1 1 I I I 1 I I I F. N:~ I W I I I
1 1 I 1 1 I. I I I 1 I I I I i I I I W ~.j:F I J vQ I I I
I I 1 I
~ ~ ~ ~ I I- I I I I I I I I : : ~"N,;a I ? W I I I
I I 1 I I I" I I 1 I I I I I ~ ~ ~ ; Z ~J I I I I
I I I I 1 I I 1 I I I I 1 1 • . ; ~ I 1 1 I O:W ~ n J
__F_____ .`T~
I I 1 I I I I ~ Q E
~
~ 1 I I I I i ~ I I ' S ~ ~ IAL2 ~ I
' ~-796Q ___________i_______ .
t i __f______"__ _
i i _
QUARRYSPALLS ~ I
+1 i i
~
i i ~ i ~ ~ ~ ~ ~ ~ ~ ~ . • i i i ~ .857% ;
I I ~ ~ ~ ~ I I I ~ ~ ~ ~ • , ~ - :I
____ri __i ~ ~955'___-_______-__' -_T J
r ~________r . r_______. a :
. POND B~J ~ TTOM 19*
1 1 I' I I I I 1 1 I 1 I I 1 . : ' I LL I I I 1 I 1
1 1 I 1 I I I I I I I I 1 I . ~ F I I I • I ~ I
" ._______T_ If . . 3 ~y__I _______LL _ LL_ __i _______i _ i
I 1 I I I I I I 1 I 1 I I ~ ____T---- _
I I I 1 I I I 1 I I I I I I ~ ~ O ~ .
i12 .
IAM. ' DIA
ES M. , ~ 1 I 1
1_ • I I : : I - • ' ________1_2° j 1 1
___-.,_______w__ ~
I I . i I 1 1 I I I i I : ' I 1 i 1 I I I I
I i I i I
I 1 I I I I : : • ~ j I I ~I ~ I I I 1
I 1 I I I 1 I I I I I . ~ ~
1 1 1 I I I I 1 1 I I 1 I 1 ~ ~ : 1 I I 1 1 j I
J_____-__ _____r___ : - i_
, . i
REVI~j~D j8'1y7/2008
i 1 i i i i I I i i 1 I . . . • -
PILE NAME G:W643071LOCation 20061Pro1eels1TA2942 Pines IC Partnership1GADD1P5&ESheeis1TA2942 PR DR CO.tlan 1 ^NF~~x f ~ Pb[ 2
iIME 7L27:a6 AM I I FED.AID PROJ.NO. PIRIES-MAiVSFIELD DP2
lonre +ma1noos i 10 Iwnst~ CORRIDOR COMGESTIOPI
I PLOTTED BY peam
I DESIGNeo BY D.CORNELISON JOe . ~~`p I o p jaias d NVaShingtoll St3[0 RELIEF PROJECT I ZQ
IENTERED BY D. CORNELISON 1 1 LoCAnoM "o. F,s`°'~*E"6r~~' Department of Transportation or
ICHECKEDBY M.PEA I ~ CO ~oNeLE I I ~q
I PROJ.ENGR. C. SIMONSON. P.E. I I TA 2942 iE:Pwcso~~~.aooai ~*E DRAIMAGE PROFILE s„EE.s
I REGIONAL ADM. K. METCALF. P.E. I REVISION I DATE I BV I .P mx o aesrexv eoa