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KING COUNTY �r
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DEPT. OF PUBLIC WORKS
- - - -- PAUL H. TANAKA
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DIRECTOR
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NORTH FORK SPRINGBROOK CREEK
REGIONAL. BYPASS PIPELINE
^ M s
d FGR COIAPLI 4CE
OCrIY RDS CITY OF RENTON
IZ_ DEPARTMENT OF PUBLIC WORKS
W.
NORTH FORK SPRINGBROOK CREEK
C_.?�q2 �'� `� R ' N REGIONAL BYPASS PIPELINE
COVER SHEET
5
F�S�ON.4L
DESIGNED TUKSAUDOM DATE JUNE 1992 FILE N0. 047032
6/92 MODIFIED ENERGY DISSI PATOR /ADDED 12"H. W/ MJM APPROVED: DRAWN ?UKSAUDOM
RRY GIBBONS, P.E. CHECKED CHIN SCALE NONE FIELD BOOK 57 -113
CU-10 CONTROL SLIDE GATE�' y PAGE N0.
R
DATE REVISION BY DOUG CHIND KING COUNTY APPROVED SHEET __L OF 12
DIRECTOR OF PUOLIC WORKS
2000 -930)
(SURVEY NO.6- 22 -5-18)
VICINITY
MAP
DRAWING LIST
MAP NO.
SHEET NO.
DESCRIPTION
2000 -93(I)
1
COVER SHEET
2000-93(2)
2
SUMMARY OF QUANTITIES AND
STRUCTURE NOTES
2000-93(3)
3
PROJECT CONTROL
2000-93(4)
4
DRAINAGE FACILITIES PLAN 81 PROFILE
2000-93(5)
5
DRAINAGE FACILITIES PLAN a PROFILE
2000-93(6)
6
DRAINAGE FACILITIES PLAN a PROFILE
2000-93(7)
7
DRAINAGE FACILITIES PLAN a PROFILE
2000-93(8)
8
DRAINAGE FACILITIES PLAN a PROFILE
2000-93(9)
9
DRAINAGE DETAILS
2000 -9300)
10
DRAINAGE DETAILS
2000- 93(II)
11
DRAINAGE DETAILS
2000- S3 (i 211
IZ
DRAINAGE DETAILS
l
KING COUNTY �r
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DEPT. OF PUBLIC WORKS
- - - -- PAUL H. TANAKA
r�
DIRECTOR
i
r
NORTH FORK SPRINGBROOK CREEK
REGIONAL. BYPASS PIPELINE
^ M s
d FGR COIAPLI 4CE
OCrIY RDS CITY OF RENTON
IZ_ DEPARTMENT OF PUBLIC WORKS
W.
NORTH FORK SPRINGBROOK CREEK
C_.?�q2 �'� `� R ' N REGIONAL BYPASS PIPELINE
COVER SHEET
5
F�S�ON.4L
DESIGNED TUKSAUDOM DATE JUNE 1992 FILE N0. 047032
6/92 MODIFIED ENERGY DISSI PATOR /ADDED 12"H. W/ MJM APPROVED: DRAWN ?UKSAUDOM
RRY GIBBONS, P.E. CHECKED CHIN SCALE NONE FIELD BOOK 57 -113
CU-10 CONTROL SLIDE GATE�' y PAGE N0.
R
DATE REVISION BY DOUG CHIND KING COUNTY APPROVED SHEET __L OF 12
DIRECTOR OF PUOLIC WORKS
2000 -930)
(SURVEY NO.6- 22 -5-18)
1. CLEARING
PERIMETER OF THE PROPOSED GRADING.
2. ALL LIMITS OF CLEARING AND TREES/VEGETATION TO BE PRESERVED
AS SHOWN ON THE PLANS SHALL BE CLEARLY MARKED IN THE FIELD
AND OBSERVED DURING THE CONSTRUCTION.
3. ALL REQUIRED EROSION /SEDIMENTATION CONTROL FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/
OR OTHER CONSTRUCTION TO INSURE TVAT SEDIMENT -LADEN WATER
DOES NOT ENTER THE NATURAL DRAINAGE S W STEM. ALL EROSION AND
SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR
CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION
HAS PASSED.
SEC
SEC. 6, T. 22 N. , R. 5 E. , W.M.
B.M. RALROAD SPM 1.5 FT. LIP IN
EAST FACE OF POWER POLE *31600
AT S. W. CORNER OF TALBOT RD. AND
KCAS
o an Rn
car xz T -313 hi E2 r r lAl AN
THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO
MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES
AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR
SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL
ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT
SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO
ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES
AND TO PROVIDE ADDITIONAL FACIIJTIES, AS DEFINED BY THE ENGINEER,
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PRO-
TECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM. COST FOR ADDITIONAL EROSION /SEDIMENTATION IS
TO BE INCIDENTALTO THE VARIOUS.BID ITEMS OF THIS CONTRACT.
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S /ANAL
20010-93(3)
Ilj� L I I I I A[ I I I Y I I I X I Y I Y I Y I I ]A I L
NTER BONNET NUT OF FIRE HYD .
DRIER OF 106TH SE & SE 196TH ST
,TION ELEV. - 443.78
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NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS
I I I I I I I A I I I I A I I I A I T
STRUCTURE NOTES
Q�
Jv O
NOTE
THE FIRST NUMBER OF CODE DESIGNATION
e� o`er
REFERS TO THE SHEET NUMBER OF THE Uv O
CONTRACT PLANS. THE SECOND NUMBER
REFERS TO THE CONSTRUCTION
FEATURE FOUND ON THE O �' O O O �• �• �Q -Z�O c�
PARTICULAR SHEET- �� V� �F �Q �Q �Q O Z UP
j -'<Q ,- , a N � N co �o
.STRUCTURE EXCAVATION QUANTITIES FOR � ��� � Jv Jv ^ ^ O
ESTIMATING PURPOSES NOT R � �O } QQ � � V � �O Al
V �-
PAYMENT. (SEE PROVISIONS) Q � �Qv
ci V' Q Q Q Q� S Q O `S v / V,
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THE FIRST NUMBER OF THE CODE �V O Q' Q • Q' Q' a
DESIGNATION REFERS TO THE V Q. Q. Q• O O• O O�
CONSTRUCTION SHEET NUMBER 4b �� V �, _ �• �- _ �� �Q- V
AND THE SECOND NUMBER
REFERS TO THE PARTICULAR 0, !v 4�
CONSTRUCTION FEATURE_
V
v ,�� o Z � (v <v <v <v � � O <v 0 Q •
�Q �Q �Q Q� �Q CO C)
CODE
DESIG. I STATION I L.F. C.Y. I S.F. C.Y. C.Y. L.F. L.F. L.F. L.F. L.F. L.F. EA. EA. EA. EA. EA. C.Y. S.Y.
SUMMARY
OF
QUANTITIES
PROJECT LIMITS:
LENGTH:
PROJECT NUMBERS
AS —BUILT
SALES TAX' ALL REMS IN THIS PROJECT ARE SUBIECT TO PRONSIONS OE SFCTION 1- 07.2(2) OF THE
STANDARD SPEgFiCATiONS
ITEM
TOTAL
UNIT
ITEM
ITEM
N0.
QUANTITY
NO.
1
NOTE: FOR SPECIAL FEATURES SEE SPECIAL PROVISIONS
I I I I I I I A I I I I A I I I A I T
STRUCTURE NOTES
Q�
Jv O
NOTE
THE FIRST NUMBER OF CODE DESIGNATION
e� o`er
REFERS TO THE SHEET NUMBER OF THE Uv O
CONTRACT PLANS. THE SECOND NUMBER
REFERS TO THE CONSTRUCTION
FEATURE FOUND ON THE O �' O O O �• �• �Q -Z�O c�
PARTICULAR SHEET- �� V� �F �Q �Q �Q O Z UP
j -'<Q ,- , a N � N co �o
.STRUCTURE EXCAVATION QUANTITIES FOR � ��� � Jv Jv ^ ^ O
ESTIMATING PURPOSES NOT R � �O } QQ � � V � �O Al
V �-
PAYMENT. (SEE PROVISIONS) Q � �Qv
ci V' Q Q Q Q� S Q O `S v / V,
o z 2 Z v <v
THE FIRST NUMBER OF THE CODE �V O Q' Q • Q' Q' a
DESIGNATION REFERS TO THE V Q. Q. Q• O O• O O�
CONSTRUCTION SHEET NUMBER 4b �� V �, _ �• �- _ �� �Q- V
AND THE SECOND NUMBER
REFERS TO THE PARTICULAR 0, !v 4�
CONSTRUCTION FEATURE_
V
v ,�� o Z � (v <v <v <v � � O <v 0 Q •
�Q �Q �Q Q� �Q CO C)
CODE
DESIG. I STATION I L.F. C.Y. I S.F. C.Y. C.Y. L.F. L.F. L.F. L.F. L.F. L.F. EA. EA. EA. EA. EA. C.Y. S.Y.
198 1800150 1 30 1 10 1 70 1 20 1670 1 10 114001 10 1 2 1 I 1 I 1 I 1 I 1198 1 85
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
".AO " <s� NORTH FORK SPRINGBROOK CREEK
REGIONAL BYPASS PIPELINE
SUMMARY OF QUANTITIES &
°gss�
risTER�N���� STRUCTURE NOTES
oAL 6
DESIGNED TUKSAUDOM DATE ,IUiVE 1992 FILE N0. 047032
6/92 MODIFIED ENERGY DISSIPATOR /ADDED 12" H.D.P.E. W/ MJM APPROVED: DRAWN TUKSAUDOM
LARRY GIBBONS, P.E. SCALE NONE FIELD BOOK 87-113
CL -10 CONTROL SLIDE GATE CHECKED CHIN PAGE N0.
DATE REVISION BY REDOUGM CHIN KING COUNTY APPROVED E PUBLIC WORKS SHEET? OF 12
2000 -93(2)
I Y I ;L I I I Y I j j j -r 5 . i j i Y
INSTALL 24!' AND 12" H.D.P.E. PIPES AND
CONNECT TO EXP'ANSION
CL. B AND CONNECT TO 24" H.D.PE. PIPE
'CONSTRUCT
ROCK PAD ENTRANCE & INSTALL- SPECIAL TRASH RACK
CONSTRUCT GABION DIKE
198 1800150 1 30 1 10 1 70 1 20 1670 1 10 114001 10 1 2 1 I 1 I 1 I 1 I 1198 1 85
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
".AO " <s� NORTH FORK SPRINGBROOK CREEK
REGIONAL BYPASS PIPELINE
SUMMARY OF QUANTITIES &
°gss�
risTER�N���� STRUCTURE NOTES
oAL 6
DESIGNED TUKSAUDOM DATE ,IUiVE 1992 FILE N0. 047032
6/92 MODIFIED ENERGY DISSIPATOR /ADDED 12" H.D.P.E. W/ MJM APPROVED: DRAWN TUKSAUDOM
LARRY GIBBONS, P.E. SCALE NONE FIELD BOOK 87-113
CL -10 CONTROL SLIDE GATE CHECKED CHIN PAGE N0.
DATE REVISION BY REDOUGM CHIN KING COUNTY APPROVED E PUBLIC WORKS SHEET? OF 12
2000 -93(2)
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, EAST FACE OF POWER POLE u 31600
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....._.. _..._._ ....
....
.... ..... ...... .........
.... NAL
ED 7uKSnuooM
DATE JUNE 1992
FILE NO. 047032
. .. .... ............ _ ............- ..
...... ....:. . .....:..... .. .... ........: . .... -
: .......:.... ....:...
.... .. ..
.... ..
....-
..,
6192 ::MODIFIED
ENERGY iDISSIPATOR /1lDbEb l2 H D.PE W/
MJM:APPROVED
RYGIBBONS E.
DRAWN K AU M
SCALE AS SHOivn1
FIELD BOOK 87 113
...
. . .......:.
.... ... ..........:..........
... .....
....
0 L -10 CONTROL SL[DE GATE
1.
CHECKED CHIN
... . ...... .:.. ...... €.
... .. ... , -.
...... .....
..
- :. .....: ... ... -.
DATE
... . -.
:REVISION
-BY ..
MENDED:
DOUG -CHIN
KING COUNTY
APPROVED
DIRECTO OF PUBLIC WORKS
SHEEf� OF_ib_
Ir 9T9T#
ll� ---------------------- __ - - :/, ' x - *1�94_
- <�-- -,r4-:- I _____ ____ _A__ ---------------------- --.-- __ ------------ _____ - - ------------- I \ \ , � I I '\ .
_-, - r ,:� ___ �� ____ --- -------------------------------------- ------- — — - .-- - - - ______ ', v �' I �'�\ \ \\\ , 1, "I 11 I � ; I I , , ', , /"' 1, , /
:_ __ _____ — ;_> - __ -:��- -------, fto I _____ — - , , , . I I ) "I "I ' , "
1, _'__ __ - .. - - . . __ ____ ___ __ - I — \1 \1 , I 11 I " X"""""""',
N I ' -- " -_ � -, ' - , - --------- -- -_ \ � ; -. I
) - -
- - __ - - - - __ -` - ,'- - __ ___ _\':'\"� -, : -:"-" " " ,\"\, ..-,,
- - 7:z_._______: 1 - - _____ ___ - -' -lb- -b'4-- - - - � '- ' , � _
i____ I - -, - - __ - ____ _____ - \ " , - _- -, , __' - - , , , - - -----
1� __ . \ __- _= _____
A.P. STATION (HUB)
DISTANCE-
\__BEARIING - , -
E. COORDINATE
N.-COORDINATE
FLEY �j
-
".~~^. ..~~ W.K.
� \ _-_-/ ~~ I |
| \ --~~-' ,°����^ \ - -- |
III
: � ; : . . . .
........ : ..... �:.. � � � ...... __ : ; �
: F . ....... ; ... ......... ..... : ....... ...... _ ...
: ......... :__._: : r . . . . . � 4 .
..... : ..... � ... : ....... ----- � --- i ................... Z ......... !-*
--- : ... : ...... _:__ ___J8Q_.:J
:::�
.: ; . �=.::
�::��: :::
- + .
5�::::::1.
. . . � .
: . �
. . � I � ..
� ... 1 �
: . . . � ; .
.
... ....... i ....
.
��. .... .
.. . ;' '':.+Do7 ... �-:---:--il..
- ... 2:W.. 4
i .
: : . . ! : .
i ..... � ........ I .... : � �.. � � _ _ _ - i I ...... I ......... i ... � .... _ .... �� . ; : :�+::::J::::�:z
........ � ; ................... :.. .
I ........ ...... . ....... ....... ... � . ....... � .......
.... ;;__ ..... : I
: : t —
......
I--
' . . ;
..... : ...... I ............. � ; : t
.. � .........
.... � ... ............. ;
. . .
..... ......... : ... ..... I ......... : .... .:
t . .......... i.. .
: : I
. t ......... a ............ � ................ ; ..... ... :
: t . I ..... .. !
&
!:,:,::::
... :::: . + ... � ....... _ . I— .... ...
:::. :
::::: ...
.
R—MIAENDED:
2000-93(6)
ENERGY DISSIPATOR a OUTLET STRUCTURE PLAN
160 y —
r-A.P STA.7 + 53 8
%60
11ON_ENERGY DISSIPATOR —/
f'
i
NOTES- 1 TEMPORARY DIVERSION & SITE
- CLEARING _ INCLUDING.- DEBRIS HAULING _
-- -SHALL BE- P_RO.VIDED- AT- :NO. EXTRA -COST.
- 2 :G.R-UU.T- IIC.SIDE.WACLS &- PAD —OF —
3RIMARY CELL -OF- ENERGY - DISSIPATOR - --
IGABION ENERGY DISSIPATOR
SUMMARY OF QUANTITIES
CODE
DIMENSION
NO. OF UNIT
A
6'. 3'. 3'
2
B
9"x3'x3,
13
C
12x3x3
15
E
9'x3'x1.5'
4
F
12'x 3'x 1.5'
2
G
6x3 xl
14
R
12`x6'x0.5'
14
MJM
APPROVED:
/ /&0
SEC. 6,T.22N., R.5E., W.M.
IMPERVIOUS LININGS POLYESTER REINFORCED
HYPALON 45 MIL.
GABION - ENERGY _- DISSIPATOR & OUTLET DETAILS
QUANTITY TABULATION
1. STRUCTURE EXCAVATION -GLASS E5
2. IMPERVIOUS LINING MATERIAL
3. GABION CRIBBING
4. Z8 H.D.P.E. -SDR26 EXPANSION SLEEVE
5. 14 H.D.P.E. -SDR32 EXPANSION SLEEVE
6. EXPANSION SLEEVE - FASTENER 28 DIA.
7. .EXPANSION:
-- :SLEEVE.._ FASTENER 14 DIA
24- H.D.P.E - -SDR26
3/8.THICKx9 WIDE x 5'LONG
STEEL-W.ELDED TO RING.USE
3° LONG STEEL WELDED FOR
12 "DIAM. RING.
REMOVE NATIVE MATERIAL AND
PLACE AT FRONT OF GABION
ENERGY DISSIPATOR FOR LOW
FLOW(TYP)
q
CONSTRUCTION BASE LINE
(SURVEY LINE )
5'I EL. 171.50 24
170
EL.- 167.0
165 - - - - -- -- --- - - --
I.E. 162.0_ EXPANSION SLEEVE O
1160
6 THICK GABION MAT
I MPERVI.00S::::LEN]VG- OLYESTER SECTION A -A
REINFORCED_HYPALON - 45.- MIL. _(TYP.)
I3 I 18 I 3
EL. 161.0 -
SECTION B -B
3 IB 3
5:I
EL. 168.50
165
EL.= 162.50 '
-- -- - - --
-- -- -- - -- �— EL. 161.0
160
—3 /;THICK- 3'WIDE GALVANIZED SECTION C -C
STEEL BAND
1%8 HOLE W/ I DIA. GALVANIZED \ 3 L 18
T L BOLT AND WASHER 2 SETS / RING f
EL. 167.0 EL.= 165.0
5:1
165
-* 28'. FOR -28" EXPANSION - SLEEVE I ------ 0
_
14' FOR 14 EXPANSION SLEEVE I - EL. 161.0
12° FOR 12" EXPANSION SLEEVE 160 L
SCALE 1 :10
SECTION D -D
• FILL BOTH SIDES OF GABION ENERGY DISSIPATOR
EXPANSION SLEEVE FASTENER DETAILS WALLS WITH NATIVE MATERIAL
SCALE 1 = 5
150 C.Y.
85 SQ.YD.
146 C.Y.
10 L. F.
10 L. F.
-2 - FA.
2 -EA-.
20002000 - 93(9
DM2004
DATE REVISION BY
CITY OF RENTON
1,
DEPARTMENT OF PUBLIC WORKS
" °o?•
NORTH FORK SPRINGBROOK CREEK
__
-
REGIONAL BYPASS PIPELINE
s'o sF s,,. <v,
FF ASTER Eo c
ss /ONAL E`G
DRAINAGE DETAILS
DESIGNED TUKUDOM
DATE JUNE 1992
FILE 10. 047032
MODIFIED ENERGY DISSIPATOR /ADDED 12�� H. D.P. E. W/
MJM
APPROVED:
DRAWN MERCIER
SCALE AS SHOWN
87 -I 3
FIELD BOOK �_
LARRY GIBBONS, P.E.
CHECKED CHIN
PAGE NO.
CL -10 CONTROL SLIDE GATE
RECOMMENDED:
DOUG CHIN
KING COUNTY
APPROVED
DIRECTOR OF PUBLIC WORKS
SHEET OF I2
REVISION
BY
20002000 - 93(9
9 - ___ •:�(^ \ \\ TRASH RACK
CENTER ! INE' - �' i' � r'� -v' , \ �4 CONC. CU V' SEE DETAILS THIS SHEET
-- -\ -'\ i'- S 89*-- 17 /47 E ( 10.50 C
SURVEY CENTER LINE'"'
3:1 n = S 76
\\\
- -- -
A.P. STA. 21+29. 8-2-- /- O E
- -- - -- _�i'_
360
,_ y,,; //��l_- Q - - - - --
P�.'r� " =-� HAND PLACED ROCK
-//- PAD ENTRANCE
'
14D \ ��
14 ' \ EXISTING RIPRAP TO BE
�- - WIDE BERM STOCKPILED AND REUSED
INSTALL C.B. TYPE 2,48 W/ SOLID - LOCKING LID
A.P. STA. 22 +57.68 \ / AND CONNECT TO C.B. W/ 24 "CMP.
(LOCATION & I.E. AS DIRECTED BY ENGINEER)
/ EXISTING 24 CMP. OVERFLOW PIPE
FROM S. 200TH. ST. R/D POND
(APPROXIMATE LOCATION)
BERM & STRUCTURES CONSTRUCTION CONTROLS
CL
W - --
N.000RDINATE
SEC. 5, T 22 N., R 5 E., W. M.
A.P. STA.21 +29.82 JP,E1
1660752.88
158613.70
HUB EL. 340.35
A.P. STA. 22 +57.68 �S atE�
tE�
1660880.73
158612.13
HUB EL. 362.27
\Na
A.P. STA. 24 +611.93
1661083.06
158584.22
EQUATION - - - - - --
10+00
CITY OF RENTON
_
36G
STA. 9 +00C" IcoNSjR0N�
16607882.58
SPOT WELD
AT INTERSEC
BER
STA. II +00 C' SENSE
1660979.62
158600.31
O 82 - p8- 41 "
IV - --'
cl,_
120 LA HOPE
\ \� ��\`\
\
\\ \ GABION DIKE
to
/
"
�- 10 00
6 COlyC %`
(4) 3.5'#6 REBAR:
PLACE)
+50 (,ice 2 4 F{:D.P.E.
- -,•
\ (CAST -IN-
9 - ___ •:�(^ \ \\ TRASH RACK
CENTER ! INE' - �' i' � r'� -v' , \ �4 CONC. CU V' SEE DETAILS THIS SHEET
-- -\ -'\ i'- S 89*-- 17 /47 E ( 10.50 C
SURVEY CENTER LINE'"'
3:1 n = S 76
\\\
- -- -
A.P. STA. 21+29. 8-2-- /- O E
- -- - -- _�i'_
360
,_ y,,; //��l_- Q - - - - --
P�.'r� " =-� HAND PLACED ROCK
-//- PAD ENTRANCE
'
14D \ ��
14 ' \ EXISTING RIPRAP TO BE
�- - WIDE BERM STOCKPILED AND REUSED
INSTALL C.B. TYPE 2,48 W/ SOLID - LOCKING LID
A.P. STA. 22 +57.68 \ / AND CONNECT TO C.B. W/ 24 "CMP.
(LOCATION & I.E. AS DIRECTED BY ENGINEER)
/ EXISTING 24 CMP. OVERFLOW PIPE
FROM S. 200TH. ST. R/D POND
(APPROXIMATE LOCATION)
BERM & STRUCTURES CONSTRUCTION CONTROLS
ITEM
E.000RDINATE
N.000RDINATE
REMARKS
A.P. STA.21 +29.82 JP,E1
1660752.88
158613.70
HUB EL. 340.35
A.P. STA. 22 +57.68 �S atE�
tE�
1660880.73
158612.13
HUB EL. 362.27
\Na
A.P. STA. 24 +611.93
1661083.06
158584.22
HUB EL. 373.54
10+00
CITY OF RENTON
_
FINISH GR.368.0
STA. 9 +00C" IcoNSjR0N�
16607882.58
158614,03
G1,q
�f Agq�y
Q
STA. II +00 C' SENSE
1660979.62
158600.31
ti`"
02
370
BERM 81 INLET STRUCTURES PLAN SCALE: I "= 10
0.67 DEPTH, COMPACTED GRAVEL BASE CL.
PLAN
11.00 �., REBAR SAFETY SCREEN
A.P. STA. 24 +61.93
370
C 24 H.D.P.E -SDR 26
STA. 10 +48 �V „ IE. 349.67
370 36
EL. = 365.0 - -
- -`
------ - SCALE I = 10
36u'
GABION QUANTITIES
EL.= 359.0 1 4- A UNITS 6.3'K 3
SECTION S- S. GASION DIKE 10- F UNITS 12'+3x3'
6 RIPRAP OVER CONSTRUCTION FABRIC
�I C.B. OVERFLOW EL.= 365.0
STA. 10 +48 C
GABION DIKE 6 WIDE x 36 LONG _370
BERM ELEVATION , 368.0 - TOP EL.- 365.0 -
BERM - COMPACTE •• 40 -24 CONC.
360
\ / 20-36 CONC. ---------
3j IMPERVIOUS SOIL tE..359.0------ -" - - -"
HAND PLACED RIPRAP / 357 BOTTOM "
- - IE, 358.0 BOTTOM EL. 359.0 STA. 10+ 60 G"
9'0 _ - - _ -D
TRASH RACK
OQ�PCED �ONgR \C __-- - -- - -- 24 CONC. V,// CULV. IE. TO MATCH CHANNEL
„ NPN �SZR FP _ CONNECT TO 48 "C.B.
350 6 :� C.B. TYPE 2 . 54
%l W/ DEBRIS CAGE ( STA. 10 +20 C )
& SLIDE GATE, SEE DETAIL SHT IZ
24 HDPE.-
SDR26 - -W/ 90 FABRICATED 4'•4'.x_4_C2CREJE cJEE DE7AIL� IO DEEP CUT -OFF KEY WALL -5F SECTION R-R
_ELL. AND MOD
2 F
C.B LANGE PERCOLATION COLLARS
I.E. 342.0 ADAPTER @ CATCH BASIN TYPE 2, 72
(STA. 10+00 'C ")
9 +00 C 9 +50 C" I0 +00 C" 10 +50 C
SPECIAL EXCAVATION FOR
BERM INCLUDING 9AUL= 225CY.
SPECIAL IMPERVIOUS BORROW
INCLUDING HAUL= 000C.11.
PROFILE
15Eculze TO PIPE
SOLID LOCKING LID
REBAR SAFETY SCREEN I
SEE DETAIL AT LEFT 36 CONC. CULV.
IE. 357.0
m
0
��•� -- EL.= 356.0
MOLDED FLANGE ADAPTER
_ FOR 24�H.D.P.E.- SDR 26
° FABRICATED 90' ELL.
q. FOR 24 "H.D.P.E- SDR26
p
D A
CL.B CONCRETE
° (CAST IN PLACE)
C.B. TYPE 2, 72�
-.T'L PER K.C. STANDARD
EL. 347.0
CONTROL STRUCTURE DETAILS
STA. 10 +00 C C.B. TYPE 2 , 72
3;SMOOTH BAR 32 DIA. RING
4
FORM TO FIT OUTSIDE 24 CONC.
3 RINGS @
g SAR @ 3 C/C
MODIFIED ENERGY DI SS IPATOR /ADDED 12" H.D.PE W/ MJM APPROVED: DRAWN TUKSAUDOM FIELD BOOK 87-113
ARRY GIBBONS, P.E. CHECKED CHIN SCALE AS SHOWN
CL -10 CONTROL SLIDE GATE _ PAGE N0.
RECOMMENDED: APPROVED
REVISION BY DOUG CHIN KING COUNTY niacrrna nc wnrnrc SHEET OF 12
LONG -3/8 BAR
ALL STEEL PARTS TO BE WELDED 8, GALVANIZED
360
26
SPECIAL TRASH RACK FOR
24 CONC. CULV. @ STA. 10 +60 C
sT� -
D_2
- -
CITY OF RENTON
_
DEPARTMENT OF PUBLIC WORKS
340
G1,q
�f Agq�y
Q
NORTH FORK SPRINGBROOK CREEK
ti`"
02
REGIONAL BYPASS PIPELINE
1[+00 AC" P ��
FDRAINAGE DETAILS
12950
OF FC /STOOV C�
NAL ENS\
DESIGNED TUKSAUDOM
GATE JUNE 1992
FILE N0. 047032
MODIFIED ENERGY DI SS IPATOR /ADDED 12" H.D.PE W/ MJM APPROVED: DRAWN TUKSAUDOM FIELD BOOK 87-113
ARRY GIBBONS, P.E. CHECKED CHIN SCALE AS SHOWN
CL -10 CONTROL SLIDE GATE _ PAGE N0.
RECOMMENDED: APPROVED
REVISION BY DOUG CHIN KING COUNTY niacrrna nc wnrnrc SHEET OF 12
b
o� �
3/4 DIA. SMOOTH BARS. -
( RIB BARS)
3" x I/2 THICK STEEL UPPER BAND
5 "Wx I/2 THICK STEEL LOWER BAND
LOWER BAND
DEBRIS CAGE ANCHOR
PLATES , 4 PLACES
GATE'OPENING 38 (iii
STANDARD STEPS PER K.C. STANDARD PLAN
DEBRIS CAGE DETAILS
w
FOR 54" C. B. STA. 10 +20 #C
? TO I.D.
NOTE: ALL STEEL PARTS TO BE GALVANIZED
UPPER BAND
w
.o
Q
ti
Sd=i
SE"ETAIL A
Imo
RIB BARCTYP. -/
3/4 SMOOTH BAR WELDED
TO UPPER BAND AND LOWER
BAND 0 18 RADIAL SPACING
17 BARS
60" 1. D. _ II - %4 DIA. SMOOTH BARS EQUALLY
FORMED TO FIT C.B. GROOVE SPACED AND WELDED TO RIB BARS
ELEVATION I2
TOP BAR 0�2
3Wxl/2T
STEEL UPPER BAND
1/2 THICK STEEL HINGE SUPPORT
W/ I" HOLE
3/4 SMOOTH BAR
WELDED TO HINGE BAR AND
GATE SUPPORT PLATE (3 BARS)
a
� 3/4 SMOOTH BAR (CROSSED)
DRILL 1/2 HOLES
FOR LOCKS 2 PLACES
2- 5 WIDE- 3 %3 x 1/2 SUPPORT BRACKETS WELDED
TO LOWER BAND
5 W x 1/2 T STEEL LOWER BAND - -�
ENTRY GATE DETAIL
EL. 374
BERM CONSTRUCTION
EL. 370/38.5 S.
-370 I i ��
_ y F TOP OF 14 WIDE BERM EL. 368.0 0.67 DEPTH, COMPACTED CRUSH SURFACING TOP COURS
/ %`
IB BAR
S LONG x3 "W-1 /2 THICK W/9/.6 HOLE
FIELDED TO LOWER BAND AND ANCHORED 360
C.B. WITH V2 BOLT, EQUALLY
PACED, 4 PLACES
WALL
3 1/2 W x 1/2 THICKx 28 LONG
TE SUPPORT PLATE
350
/ BERM COMPACTED IMPERVIOUS SOIL j
EL- 358/ D /
12" H.D. P. E. PIPE I.E.= 354.0
/ D
36 CONC. CULV. IE.= 357.0 _ CUT OFF KEY WALL EL 342/24 N.
24 H.D.P.E. PIPE W/ 90 ELL. IE.= 349.67
I
EL. 342/ 8 "N. EL. 342/18 N.
340
SECTION R —R
5TA. 10 +00 "C"
.I1
365 `
i�
6 HANDPLACED RIPRAP ELEV. 362.0
5PECIAL EX<3AVATIOAI ° xx xrx
360 FOR GERM 1.0'
EL. 360/25.5 S. _ EL. 36022 N.
COMPACTED IMPERVIOUS SOIL
355 CONSTRUCTION FABRIC � -
______- _- _ -_ -___
EL. 351.50/ 7'S.
350 EL. 350/ 16.5'N.
EL. 347.75/7'S. ;� 33 ���� T I ;�F IP" H.D.PE. PIPE I.E.= 351.3
24 H.D.P. E. PIPE EL.347.7
345
SECTION Q— Q
STA. 9 +-15 "C°
360 C
L
355 I
6 HANDPLACED RIPRAP El 353.67
SPECIAL EXCAVATION
FO - _-
R BERM I.O' ------------------- - - - - -- EL. 351.50/4'N.
EL.351.5 /20.5 S.
350 EL. 350 /50 / I L. 350/ 4'N.
CONSTRUCTION FABRIC - O
12 °H.D.PE. PIPE I.E. =348.8
30.5 EL.345.B4�12.5 S.
3
24 H.D.P.E. PIPE EL.345.64�
SECTION P —P
.q+
&200lo
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
y R G/g
NORTH FORK SPRINGBROOK CREEK
Pit QJ.wASHl,I.�02
tP
REGIONAL BYPASS PIPELINE
v y
I DRAINAGE DETAILS _
ST,
Fss /ONAL ECG
DESIGNED TUKSAUDOM
DRAWN TUKSAUDOM
CHECKED CHIN
DATE JUNE 1992
SCALE AS SHOWN
FILE N0. 047032
FIELD BOOK Q7 -LI"3
PAGE N0,
MODIFIED ENERGY DISSIPATOR /ADDED 12 "H.D.PE. W/
MJM
APPROVED:
ARRY GIBBONS, P.E.
CL -10 CONTROL SLIDE GATE
REVISION
BY
RECOMMENDED:
DOUG CHIN
KING
COUNTY
APPROVED
DIRECTOR OF PUBLIC WORKS
SHEET-1-1 OF 12
2000-9300
ALL JOINTS
USE NON -SI
STANDARD(
STEEL LAD[
STE
RE BOTTC
,WATERMC
)UAL
ISOMETRIC
SLIDE GATE CONSTRUCTION DETAIL
N.T.S.
PLAN
EL. 365.0
:Oc
^PQ
cli
o,.
d e..
GUIDE RAIL ANCHOR BOLTS
DRILL 3/4!'0 HOLE FOR 5/8 °x 16°
--
(36 CONC.)
GALV. ANCHOR BOLT WITH NUT
AND WASHER(S). SEAL WITH
o. .
CkN
NON- SHRINK EPDXY MATERIAL
APPROVED
SHEEP IZ OF IZ
(4 PLACES) SEE DETAIL SHT. 12
`a.
SLIDE GATE SHOULD BE
I.E. 358.0
SET 3" ABOVE INVERT OF
12 °0 HDPE
12° HDPE /
Fp9 ( EL 356.25
I.E.356.0 \\ - -- - -- — I.E.356.0
EXPANSION SLEEVE (TYP)
SEE DETAIL SHEET 9 END VIEW
' SLIDE GATE,SEE
DETAIL SHEET 12
EL. 354.0
:.T; :o: a.;e ;Q ^._,8..�''9�s: •Q� 9 ^ .'o'. a ;'c�a.'.<. •oa
ELEVATION
5411 DIAM. TYPE 2 CATCH BASIN DETAIL
NTS
0
GUIDE RAIL o
3/4° GALV. BOLT SLEEVE---'
LENGTH TO BE DETERMINED
IN FIELD
°0 HDPE
CATCH BASIN WALL
5/8 °x 16° GALV. ANCHOR
BOLT w /NUT AND WASHER
(4 PLACES)
DRILL 3/4 °0 HOLE THRU
WALL AND GUIDE RAILS
EXPANSION SLEEVE
SEE DETAIL SHEET 9
TYPICAL GUIDE RAIL ANCHOR DETAIL
N.T.S.
BAND WITH LUGS
a
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
RAN;e
o, o2 NORTH FORK SPRINGBROOK CREEK
REGIONAL BYPASS PIPELINE
12950
DRAINAGE DETAILS
� W
/ONAL 1
ECG\ DESIGNED TIJKSAUOOM DATE JUNE 1992 FILE N0, 047032
MODIFIED ENERGY DISSIPATOR /ADDED 12° H.D. P. E. k'/ MJM APPROVED: � DRAWN MERCIER FIELD BOOK 57 -113
A 1-18-BONS, BONS, P.E. CHECKED CHIN SCALE NONE PAGE N0,
CL -10 CONTROL SLIDE GATE RRY --
REVISION BY
RECOMMENDED: DOUG
CkN
KING COUNTY
APPROVED
SHEEP IZ OF IZ
2000-9302)
368
364
360
356
352
348
344
368
364
360
356
352
348
344
368
364
360
356
352
348
0 +60
-40 -20 0 20
LOT 2
j� 2,266. sq. ft.
LOT 1 �i \ 0.05 acres
2,587. sq. ft. AVG. DEPTH = 0.7'
0.05 acres �� I 0 +70 I
AVG. DEPTH = 1' � I \
� 360 wI
0
356 o^I
RIM =365.2 I
352 _
I.E. 24" E.=358.9
I.E. 24" —3 .9
W 5 I
I.E. 36" W. =357.9
—12— — RIM =3673 I _
348
N 8'17'47" W_
i
j STAj0
FILL AREA]
368
40
I
Cu I A E
i
I
364
-40 -20 0 20
LOT 2
j� 2,266. sq. ft.
LOT 1 �i \ 0.05 acres
2,587. sq. ft. AVG. DEPTH = 0.7'
0.05 acres �� I 0 +70 I
AVG. DEPTH = 1' � I \
� 360 wI
0
356 o^I
RIM =365.2 I
352 _
I.E. 24" E.=358.9
I.E. 24" —3 .9
W 5 I
I.E. 36" W. =357.9
—12— — RIM =3673 I _
348
N 8'17'47" W_
i
j STAj0
FILL AREA]
+60
= 855.6 sq l ft
40
I
Cu I A E
�
T.
i
I
I
I�
N
U)
M
N
�
�]
-40 -20 0 20
LOT 2
j� 2,266. sq. ft.
LOT 1 �i \ 0.05 acres
2,587. sq. ft. AVG. DEPTH = 0.7'
0.05 acres �� I 0 +70 I
AVG. DEPTH = 1' � I \
� 360 wI
0
356 o^I
RIM =365.2 I
352 _
I.E. 24" E.=358.9
I.E. 24" —3 .9
W 5 I
I.E. 36" W. =357.9
—12— — RIM =3673 I _
348
N 8'17'47" W_
STA 0 +50 I
FILL AREA = 10,56.b s
CUT ARE = .0 sq ft
I
368
364
360
356
352
348
344
-40 -20 0 20 40 60
0 +40
368
364
360
356
352
348
FILL AREA = 1022.3
ro m
MJ NJ
-80 -60 -40 -20 0 20 40 60
NOTE: QUATITIES BASED ON SURVEY AS STAKED FROM PLANS
Jb0
364
360
356
S 82.08.57„ E E. =361.6
I I � O/ RIM =367.7 I
.368
m
370
372 ° I
374
-\0 +00�
\ I
I
I
I
I
U1- /U
AREA = 357.4 sq ft
AREA = .0 sq ft
ro ro
M M
368
364
360
356
352
-40 -20 0 20 40
Do2W4
SHEET 1 OF 2
344
40
STA 0 +50 I
FILL AREA = 10,56.b s
CUT ARE = .0 sq ft
I
368
364
360
356
352
348
344
-40 -20 0 20 40 60
0 +40
368
364
360
356
352
348
FILL AREA = 1022.3
ro m
MJ NJ
-80 -60 -40 -20 0 20 40 60
NOTE: QUATITIES BASED ON SURVEY AS STAKED FROM PLANS
Jb0
364
360
356
S 82.08.57„ E E. =361.6
I I � O/ RIM =367.7 I
.368
m
370
372 ° I
374
-\0 +00�
\ I
I
I
I
I
U1- /U
AREA = 357.4 sq ft
AREA = .0 sq ft
ro ro
M M
368
364
360
356
352
-40 -20 0 20 40
Do2W4
SHEET 1 OF 2
360
356
352
348
344
364
360
356
352
0 +30
STA 0 +30
CUT ARE _ .0
N N
M M
-80 -60 -40 -20 0 20 40
u +2- u
STA 0 +20
FILL AREA = 340.8 sq ft
CUT ARE _ .0 sq f
n �
co co
M M
-80 -60 -40 -20 0 20 40..
0 +10
372 372
368 368
STA 1+10
FILL AREA = 12.02 sq t
364 CUT AREA = .00 sq ft 364
m rn
co co
M M
-40 -20 0 20 40
0 +00
372 372
17 M
-20 0 20
364
360
356
352
364
360
356
352
348
344
60
SPRINGBROOK CREEK REGIONAL BYPASS PIPELINE
QUANTITIES AT BERM AND INLET STRUCTURES
STATION AREAS in SQ FT I VOLUMES in CU YDS.
CUT FILL CUT FILL
0 +10 .00 12.02
.00 65.34
0 +20 .00 340.79
0 +30 .00 769.85 .00 205.67
.00 331.88
0 +40 .00 1022.28
.00 381.64
0 +50 .00 1038.55
00 350.76
0 +60 .00 855.57
00 224.62
0 +70 .00 357.41
00 1559.91
ROCK QUANTITIES = 2,587 SQ.FT. ® AVG. DEPTH OF 1 FOOT
=96 CU. YD.
2,266 SQ. FT. ® AVG. DEPTH OF 0.7 FEET = 59 CU. YD.
TOTAL = 155 CU. YD.
TOTAL OTHER = 1405 CU. YD.
SEE SHEET 1 OF 2
D�2004
SHEET 2 OF 2
A 0 DTTTT rV 0 T TT S TT�ST
SPRINGBROOK CREEK
TO F/SH FARM e
VALLEY FREEWAY to
i
. -- - - --
r `X
C
• X' lI __/
� Q 1
u
C#4#NEI REP41RS
� vtiR
NORTH FORK
SPR/NG$ROOK CREEK x!sTr,G ACCESS
R'OA isAi
NEVI F'-U 1R'GATION
- -- x -� -DGE OF PAVEAt ENT r .i�c a pc r - \
� Ui Grp .0 0 R SJ
- -- - -- - GPIRION REP41R
SEE DETA /I 1
SOUTH FORK —��
SPRINGBROOK CREEK
OLD POND, AREA -
FILLED WITH GRAVEL er DEBRIS
FROM REPEATED WASH OUTS
DOWN THE NORTH FORK