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.- ' SOLDIER PILE
WALL EXISTING GRADE
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% 1$ 1 EXISTING �2
ORDINARY HIGN WATER LINE '' '� � 15 � g� '� �., t� 1 1( I h� J' � DAMAGED
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{ F T , r r , NAIL 15D CULVERT (TO BE
4d r� REMOVED) _ — 175 _
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BOULDERS �
\ `CASCADE,
_,. t 140 BAFFLES
11-# 1 =V -' 71
PROPOSED 7.5'('(YP}
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E �� l•,�5�?� 13D STREAM BEDS
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"-- - a D0'0ih?`NARD 0 +00 1 +00 � BOULDER CASCADE 2 +00
TEMPORARY CONSTRUCTION' 1 '
a EASEMENT SEE NOTE 3 4 SOLDIER ' _ _ _ _ — __ - PROFILE
-- `� PILE WALL
_ HORIZ SCALE. 1 " -20
CC VERT SCALE: 1 " -10'
OPE - -MEi�! _- - " t _ ''�
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E�_ I�, i g �� ;_ t , .r KEYED NOTES.
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v: Jr,� ' -tiCR�1 � DRIVE GENERAL NOTES INSTALL 16
OF BAFFLES TNG CULVERT INVERT WITH
_
a - _ - -__. .,+ 8 1' f' ` r'01�1 pu 1. APPLY EROSION CONTROL BLANKET (JUTE MATTING) TO ALL CONCRETE. SEE SECTION A ON DWG C -3 FOR TYPICAL SECTION.
1
T3 Gtit \ SLOPES 2:1 AND STEEPER.
TLL - ! O2 REMOVE AND DISPOSE OF APPROXIMATELY 33 FEET OF DAMAGED
2. ELECTRONIC FILE WILL BE PROVIDED FOR LOCATION OF FINISHED _
SECTION OF 7B INCH DIAMETER CMP PIPE.
— \ ORIV lN.�
GRADE CONTOURS.
" C' w .. O3 NEW SOLDIER PILE WALL. SEE DRAWINGS S -1 AND S -2.
3. SEE DWG C1 FOR FULL EXTENT OF TEMPORARY CONSTRUCTION
- -
o i ,, �0 itjf -- i pq & G' 1T1i R `, - FND PAitri�P\ Gl�i z� ,'r' EASEMENTS. ® 88 LF OF NEW 4' HIGH CHAIN LINK FENCE, TYPE 6. SEE CITY OF
V " CHAIN LINK® 1 '
J 0" , ah RENTON STD PLAN L002. SET FENCE APPROX 6 INCHES FROM
a O FENCE ✓ 4. ANY TEMPORARY FILL MATER AL PLACED TO FACILITATE WALL.
\ / BR, )S NAIL UCTION .AC
I CONSTR CESS SHALL BE COMPLETELY REMOVED TO
b441 1 " RE- ESTABLISH EXISTING GRADES, EXCEPT WHERE SHOWN ON
BOCATON E JOCS '. THESE DRAWINGS. O INSTALL BOULDER CASCADE WITHIN AREA BOUND BY NEW
/ 7A. c7 / HEADWALL BOULDER CASCADE SHALL TRANSITION TO MATCH
5. RESTORATION. BOULDER CASCADE SHALL BE PLANTED WITH
\` 31 }� WILLOW STAKES AS SHOWN ON THE DRAWINGS. ALL OTHER EXISTING GRADE AT END OF NEW HEADWALL. SEE DETAIL 3 ON
DWG C -3 FOR PLAN OF BOULDER PLACEMENT. ALSO SEE KEYED
DISTURBED AREAS SHALL BE HYDROSEEOED. NOTE 15.
\ --
EXISTING 78' ^� 6 A A CONCRETE R A
CORRUGATED STEEL E , OR ® CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND
-- l S DEWALKH DAMAGED DURING CONSTRUCTION DSHALL BE RESTORED
PLATE CULVERT —� T NO COST TEMPORARILY RELOCATE OVERHEAD POWER AND TELEPHONE TO
A TO THE OWNER
� �` LOT 3123059001 FOR ACCESS TO WORK AREA
CLEAR AND REMOVE TREES WITHIN UMfTS OF HEADWALL AND
I
26 -INCH AND 36 -INCH MAPLES. SALVAGE 4 25 TO 30 FOOT
LONG SECTIONS OF MAPLE TO USE AS WOODY DEBRIS IN
KEYED NOTES CONTINUED: CHANNEL. ENGINEER SHALL SELECT LOG SECTIONS. LOCATE AND
-17TER \ SET WOODY DEBRIS IN LOCATION SPECIFIED BY DESIGN ENGINEER
BOULDER CASCADE - -
° MATERIALS SHALL BE VERTICAL AS POSSIBLE
(R W BECK) CONTRACTOR SHALL PROVIDE 2 DAYS NOTICE TO
�._
C VA I CREEK FOR PLACEMENT N TWO LOGS OGS ENGINEER
THE ENDS OF�THE SOLD(2D6-695-4608).
ER PILE WALL 3HAUE BE
\, I5 "'RCF - fir, - -- > o_— - O TALL PR PIPE AND
_ .
STRUCTURE RAND PIPING. ANY DAMAGE TO PIPING IORI STRUCTURE CONNECTING CABLE WRAPPED AROUND LOG.
SHALL BE REPLACED AT NO COST TO OWNER.
$� O O EAST-WEST —` \
iyi i iiu 1 t, c'� _ l „IBC , - SE EXTREME CAU110N
$ f J X;? s _ j1 CONTFACTOR TG REMOVE EXISTING RIP RAP OVERFLOW PAD AS NOTRSHOWN TF RIECLARITYI CONTRACTOR TO USE
1. C +- _ — - - J S - 701---", NECESSARY FOR PiLE/WALL CONSTRUCTION. RIP -RAP SHALL BE AROUND OVERHEAD UTILITIES.
14
-r -' i :. G — — -- r; •? STOCKPILED AND USED TO RESTORE TO MATCH EXISTING
v; n E ); t_?, G± 11, eM1r`= '` CONDITIONS. 0 REGRADE LOCALIZED AREA OF EXISTING SLOPE TO PROVIDE
UNIFORM SIDE SLOPE BETWEEN BACK OF SIDEWALK AND NEW
Y HEADWALL MAX SLOPE= 1 5
PROVIDE 2H 1V SLOPE FROM NORTHWEST END OF HEADWALL
EXTEND LIMITS OF BOULDER CASCADE ONLY AS NECESSARY TO •?,
- � - � (� �1 r='� � `, �t 10 CONTRACTOR MAY TEMPORARILY REMOVE 4' CHNN LINK FENCE
�Ci�.'j ~li \ FOR ACCESS. FENCE SHALL BE REPLACED WITH NEW FENCING AT
� _ h V A •' `. ° ,1I I 5:1 - r�� ��� NO COST TO THE OWNER.
- -- 20 SLOPE Ef�SEMEftiI�T .; , \ i
x - �j�4j3�% ��� .. °" �, J - A �` r 11 IN ADDITION TO LINED SUMP USED TO COLLECT ANY
f� 1} \ \ I b 1 -10 _p 10 CONTAMINATED SEEPAGE FROM CULVERT OUTLET CONTRACTOR
yy F SPECIFICATION.
t 5 D 0
ScG'e eet SHALL INSTALL SEPARATE DEWATERING SYSTEM PER SPECIFlCA
A SEPARATE SUMP AND PUMP SYSTEM TO
$ / by S• J _ _ !` — '`" "t' 20 0 20 4D CON ROLMGROUNDWATER DURING INSTALLATION OF SOLDIER PILE
ORDINARY HIGH WATER 1 "= 20' -O" WALL. PUMP TO BAKER TANK OR VEGETATED AREA APPROVED BY
( Scale Feet ENGINEER.
PACE CARR CARR ROAD - PANTHER CREEK 8/19/08
1 „� AS SHOWN AM CITY OF
PLAN N r �,,� ® AS -ice EMERGENCY CULVERT REPAIR PROJECT
srAt �' _ REN TON «�
SCALE: 1 " =10' 0 100% SUBMITTAL B 14 OB asp L
m.� 2 -04 oe jce DAT IAi P PLAN AND PROFILE C2
unu r�ss Planning/Building/Public Worlca De t
NO. REVISION BY DATE APPR �+*" �,or�.o,
MSG 4 ' 8
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