HomeMy WebLinkAboutR-3785012�
AS BUILT `'
SR 405
GypSV CREEK
DRAINAGE IMPROVEMENT
wardneton sne Dep.ronem of rr.nyowefm
aynp., wwdngm� 95501
Sr w F— I lmh • 30 RQ Vert. t it b • S feel
A1P 1. fe S m mr J/a Commczed Length No - -*uleW
Cano-aH No. 3.4ss FA. No. I -4c5 X7A)Cor— K. A,C, c ST ZU l4NJ, Txc,
W�k3egn Woh CompL -d;t a -n < L3 19,59
FtoivEnpmrl i,;,, r "aarinwerA D�Tn�ponao-Admini ., p,ANDLRSpN
b Apr-4 19_
aoeus-r at,we8.
9eaenty o1 Tmmpoft m
(032-2-2-
i
oil
\ III I
.51,'EE1" 4
CAUST,Q[KT CALL^.
NC.ILXY.'!LL
oETa,a�+�r -4.
IWI I � �1JIIyyy�
I
9\
}
NOTE':
ca411,11 I've
,yyN SSE SEC /AL \
P
FENCE / i'�r
�g Te24N. R.5E. W M.
Y
e e
A''\N //
I f �g
I
• ;ctl SAI.STALL 121PR,9P
� ,®i -� —_ PEQ UETRIL SHEET- �
T.24N.R5E.W.M
W
i
800 0 806 /600
TCALS /N FEET S
PROJECT
LXATIOtJ y /
Mr' 7.G3
I-405-3(704)( �/�
.I i L✓' i-`1 VICINITY MAP
w
mjqes a0
Kew4wurr -g -
saf
XTi
6eb^
FOR "AS CONSTRUCTED
PLANS" ONLY
SR 403
GYPSY CA'EK
DRAINAGE IMPROVEMENT
DRAINAGE PLAN AND PROFILE 4
SHEETS
1
1
1
ISTATE
FED�PROJ.
CIA
DIVISION OF HIGHWAYS
IO
WASH
,P M
�
��
ALL SHEETS Of THESE PLANS SMALL
BE DEEMED ATAMP ON BY THE
SIGNATURE AND STAMP ON THIS SHEET
� Washington State
DRAWN
KERR
A.
1- 4
Department of Transportation
CHECKED L. R. BOYLAN_
JOS NVMWER
86WO51
I> a
� � ,
PROJ, ENGR. N. N. STORME
L a yr
DIST. ADM. R. E. 2ncKt T-euc
fes
„/% tRnfh Si C",S
KA
CONTRACT No.
F(I G •� ?
7 '
'=$"$
une) nre
A v
DATE
REVISION
BY
APPD
K -2 DOT FORM 221 -011
Revised 6/80
w
mjqes a0
Kew4wurr -g -
saf
XTi
6eb^
FOR "AS CONSTRUCTED
PLANS" ONLY
SR 403
GYPSY CA'EK
DRAINAGE IMPROVEMENT
DRAINAGE PLAN AND PROFILE 4
SHEETS
1
PROJECT LIMITS
SR 405
STR. 5 +43 TO STA. 10 +32
MP 7.63
SUMMARY OF OURNT I T I ES
NO LENGTH.
ITEM
N0.
TOTAL
QUANTITY
STO.
ITEM
No.
UNIT
ITEM
REGION
STATE
FEO.AIO PRO,-NO-
DIVISION O F H I GH W R Y S
gPPROVED
Alk Washln8ton State
Department of Transportatlon
SR 405
GYPSY CREEK
DRAINAGE IMPROVEMENT
sH2ET OF
SHEETS
PREPARATION
1
LUMP SUM
DOOI
C. —s-
MOBILIZATION
WRSH
I -406- 3(7041
ORAINAGE
1
10 9
C.Y.
FILTER BLANKET
3
79
TON
HRNO PLACED RIPRRP
_
1 Il•" u'REVISION
STORM SEWER
4
621
3151
–C—.F.
TESTING STORM SEWER PIPE
8Y
366
L.F.
TR. 5 ST. STORM SEWER77PE 0.064 IN. TH. 42 IN. DIAM.
6
52
L.F.
TR. 5 ST. STORM SEWER PIPE ^ 109 1N. TH. 66 1N6 DIAM.
7
20O
L.F.
i STEEL CASING 48 IN. DIAM.
B
200
L.F.
JACKING OR AUGERING
9
EST. 2.500
DOLLAR
ENCOUNTERING FOREIGN MATERIAL
WATER LINES
10
286
3615
C•Y.
BRN4 RUN GRAVEL FOR TRENCH BRCKFILL
SURFACING
11
111
12G
TON
CRUSHED SURFACING TOP COURSE
ASPHALT CONCRETE PAVEMENT
12
5
765
TON
ASPHALT CONC. PAVEMENT CL. 6
R F C
37C
6979
HOUR
TRAFFIC CONTROL LABOR
r
6B
6982
S.F.
CONSTRUCTION SIGNS CLASS A
LUMP SUM
6985
L.S.
MAINTENANCE ANC PROTECTION OF TRAFFIC
OTHER ITEMS
16
920
7005
C.Y.
STRUCTURE EXCAVATION CLASS B INCL, HAUL
17
4.450
7010
5.,.
SHORING AND CRIBBING OR EATRA EXCAVATION CLASS B
18
103
7C13
C.Y.
GRAVEL BACKFILL FOR PIPE BEDDING
19
1 2
7023
L.Y.
CONC. CL• B
20
105
7030
LB.
ST. REINF. BAR
2t
200
L.F.
REMOVING AND RESETTING CHAIN LINK FENCE
22
l
EACH
MANHOLE UNCER 12 FT. 120 IN. DIAM. TYPE 3
23
1
EACH
MODIFIED MANHOLE UNDER 12 FT. 120 IN. DIAM. TYPE 3
24
LUMP SUM
L.S.
CONCRETE WEIR
25
LUMP SUM
7490
L.S.
TRIMMING AND CLEANUP
26
110
7554
S.Y.
CONSTRUCTICN GEOTEXTILE FOR PERMANENT EROSION CONTROL
7
E57, .,Z5.00
DC-4Q
Accs.iwun� rcn:a,c w.;�ns� .�+eoa
2
'�,5.
CL6.AQ DA PI..lA6H SYSTBM
I
1
NUIC, rvn --- — rcn UnLO JLL UrGLInL 1-11UVIJ1UNO
1.106- 11'V41
snlR 6, nw
SR 405
GROUP 1
STATIONS
L 8 +43
TO
L 10+32
LS 174401
88WO51/07
A�FRO:;'A ",, ^,'C ARE'•;,: ^TROD TIO id [�T L':i A'I CS ONLY rV„ 1tAS CONSTRUCTED
PLANS" ONLY
SR405) as
REGION
STATE
FEO.AIO PRO,-NO-
DIVISION O F H I GH W R Y S
gPPROVED
Alk Washln8ton State
Department of Transportatlon
SR 405
GYPSY CREEK
DRAINAGE IMPROVEMENT
sH2ET OF
SHEETS
10
WRSH
I -406- 3(7041
oSewall
1 Il•" u'REVISION
o.
SUMMARY OF QUANTITIES
OReFR�
8Y
RP Dco
SR405) as
LA
Y
"�T: -t;i_T �'.t. ^. "`1 -�! �r �s \I F_�,,
r 'r?K N10.---1.
STRUCTURE NOTES
NOTE:
THE FIRST NUMBER OF
"CODE" REFERS TO THE
SHEET NUMBER OF THE
CONTRACT PLANS. THE
SECOND NUMBER REFERS
TO TNF CQNSTRIIf:TION
FEATURE FOUND ON THE
PARTICULAR SHEET.
Z
Z
ly.
L
1L
�=
r�
4
CL:
Q
-
t
Z
I-
'�
t� . ,
�_ �`
J
�,L
(u
�'
a�
n� P
ti
_ $
�1 �-
✓t C:
�� l
r1lu
a
a
i.' Q
'
?
2
V
);
�I 0
�n
fi
7
U
V
�
Li
�!
W
v1
:
�_'
tr
4+
`�
l
of
�
+L
1
1
J
W J
Q d
1 U
?
'1
� ?
y
210
Q
�f, l .
o
Q
'
41
y
,
; L
� Z
j
r -�
^, U
Z
F.
Q
Q
Q �c
Z
Q
^�/?
Z�
���1
0 Q
Z � �
✓1 O U
L
�
W
0.Q
r, _
�� n
J
0
t
11-
w
F
v,
1,
J n)
1
� ?
' 1
7_
-
- O
_
s
J L
= i
1
N
, n
,�.
�'
4 :4
`? -- a
LAJ
LQ
V
z
":N �1
W
ti y O
LL
V
ur _ O
--
(
� �, c,
Q ?'
L
\R i
tit t
lL
E ,ti't R H L iV O c
' `
� r � -� r:
r _
>lt a,Tr�'Cf� i O ��'. L�V'.i/`/ �'`, A/\
_sE A' R F %Fz �. C7.blJ /iJ. ih G K q! iN
'_,) /il. ,. t
2. AccEPTABLE ALTERNATE /s TREArMaNT
ALLJM/NUN 67-02M 5Ec.JER Pi PE O.I3Y)N
7N CK OR 0,075/N rN)cK, V.! /Z b Xx Z AND
(oX r Cz:2u6pT /aN5 IPFSP, to /o IN. DAM.
rF?ciirME�IT 5 ALUnwnrlZtFb -TELL
)E?, P1Ft 4 /N.
TN tc421111 92i
mil. ACCt rAI LE Ftt 7EiSNr1TE rS
i ��lal /' +1k iVl F ALu %Z.: o ..'CEL
X70 F, nr, SE/VER PIPE J. 9 /.V.
TH/GK (o10 IN i;4 3Xi coP. RuGA71ont5
5 A= .e PTA �f1 7- Ez?iJA7-E 1S ? :;N
'5FIA'ER PIPE
.4 %tir. D /AM
tiLFERA0,rt- IS
ALL)tAIAIIZtJ oTEcL
�roF;:v� ScwER P;PE O.OLL�4 'nr,
THICK 4 �.IAI D;ANt,
7 ACCEPT-Af�t AL Tt RNArr is
- fkCAr/l "5--Yi Z GALVANIZED
-STErL �- r lFI ;L R!t' Sr0KM
SE"wE R RIFE 0. 0 6 q /N THIi K
4 �Z %N C)) I� A .
g. /v'O 1-}CCF�'7-AE,L t ALTERNA76-
TR:U CTED
I
CODE
STATION
:: Y
rc ^J
L r
� �
< <
�-,-
L �
`" "
! Y
S. F,
� '"
� Y
L t
��cN
ER_�i
� �
19L >,
°
702
2.02
202
3
2
I
/
of
72
3 2
3 5
f'';
3s�
`
"5
5
-
��
6 5
�Z
�,
r
%I
Maki
m
s
Lit
7
m
37 z I
172
, ' D
`�
/� ':
z.
/ D
$T.TE
FED AMPRa.NO
HIGHWAY DIVISION
APPROVED
� Washington State
�"�% Department of Transportation
I' Y"• P"
SA duo
GYPSY CREEK
DRAINAGE IMPROVEMENT
„
MA :„
t- aos- s(�oa)
DRAWN K -
CHECKED
cos „urns
88W051
:„EE
3
s}
Er
vROJ ENGR :`.
STRUCTURE NOTES
ADM .3
& -d{
AT
REV18iON
DOT FORM 271•o3f
n*v.sad 10/83 `
T ,
T J
N4_ I'S
-UPPER 5CXKET
1
/' -'�� -_ I /,•' WOOD SlJiMS SUOULD BE L'StD
TD KEEP PIPE E FJCL^KETS PARAl1EL
DURING :.JN'S12UCTION FfRIOD.
�_5'PPt(EAR)
—LOWER -XicET
5AP REMOVAL
NT5
CULVEQT�
PLUG FJJD OF P.PE
KUTE
REBJFORCEMVW FOR UtADWALLAND OTHER MAIL$
5:IALL 5E Ili C0NF021✓1ANCE WITU 570 PLAN &R
'IJtADWALLS FOR STEEL AND ALUMINUM PIPE5'
USE A57M A-55 GALVANIZED STEEL PIPE, R9 EARS,
Sr' EL P, ODOM) I.D(IN) (FT,) X.
STANDARD 3500 3.04,9 15
EXTRA STRUti-r 9500 2.400 20
CGUBLE
EXTRA 5r@]N(P 3grp 2,?O0 �
-CUT ELLIPTICAL OPENING 'U CULVERT
T!� ACLCMODATE PIPE SOCKETC,yp,) 3" DIAMETER STEEL P
!
! r-3' OIAMF"eQ 5TEELPIPE, N4X.5p4CIN5
— N"O - fy9 11EAD111 0 B" TIIICYJJE55
• RAR AND 50CKE75 MUST
1v BE SIZED AND PLACED TO
/Z ALLOW 3ARS TO BF EASILY
`CULVERT IJVEQT --y
200 OR 4tA0OF AA$. W
50L7 5ERvt.S A5 BAR STC
^FEN:NG FOR CLtANOIIT
�— /_4 "5T: '.D:.RC STEF.; PIPCfVCK�.'�
.a 4.t" D. D., 4.021, I D (TYP)
-- u `5/4" DIAMETEQ'RIREADED
zo W^:; MLTS DR
AN�C,IUR EOLTS NPi
SOCKET DETAILS
NT5-
Q'
_i
PSG MENTED
SEALER
(SEE SPECIAL
PROVISIONS)
FRONT VIEW FOR48 CULVERT WITU WtADWALL
SAFETY BAR FM
CULVERT WEADWALL
FA
ETE
PER GTAND42DDPLAN 15-9
(LPIPE
IL PIPE INSTALLATION
1 �TO C. M.H. LINE
MANHOLE UNDER 12 FT.
120 IN. DIAM. TYPE 3
STA, L 10 +26.2 (77'RT.)
OLE ACCESS FOR DETAIL: NOT SHOWN SEE STD. PLAN 8-23c.
40 0 40 80
SCALE IN INCHES
CULVERT HEADWALL _ FLOW- - '_`t PIPE
STA. L 10+32 ( 12 2.19' LT.) T -5 SSSP 421N.DIAM. �0
PIPE INCTAL ATION
PE /� ! FLOW_ �CTOC.M.H. LINE
E
T-5 SSSP 42 IN. DIAM.
2' Hand Placed Rlprap UNREINFORCED
I 4' I 5OINCHES THIC
Profile Point KEIR
Exist, Ditch
- WIER IS 25.00
TOP ELEVATION OF
FOR DETAILS NOT SHOWN SEE STD. PLAN 8 -23c.
Filter Blanket
� Z
c
3 I
Construction Geotextile For I ° d ID
Permanent Erosion Control
LO
FCONSTRUCTED
ONLY
MODIFIED MANHOLE UNDER 12 FT
RIPRAP DETAIL 120 IN, DIAM, TYPE 3
STA. L8 +43 (88'RT.)
N' °'_STATE FED. AID PROD. No. DIVISION OF HIGHWAYS SR 408
DRAWN 10 WASH Q dftb. Washington State
1- 405 - 3(704) GYPSY CREEK
CHECKED �. R.. 80YLAN Joe NUMBER � Department of Transportation DRA!NAGE IMPROVEMENT s�Ee•
PROD. ENGR, N. N. STORM 88WO51 4
DIST. ADM, R E. QacSr K Ruc CONTRACT N0. C
K
DATE REVISION 8Y —AP-P'0 3 SS ! APPROVED DRAINAGE DETAILS 4
H ET
WE DOT `ORM "'ll $Q�40S 1 as"
Revised 6 180