The URL can be used to link to this page

Home My WebLink AboutzD-3057Set'Y MAP SCALE DRAWING INDEX FILE N0. SHEET PLATE TITLE NO. NO.' E- 19 -1 -7 -1 1 G -I COVER SHEET AND DRAWING INDEX E- 19 -1 -7 -1 2 G -2 SITE LOCATION AND CONSTRUCTION ACCESS' E- 19 -1 -7 -1 3 C -I CHANNEL LAYOUT E- 19 -I -7 -1 4 C -2 CHANNEL LAYOUT II E- 19 -I -7 -1 5 C -3 CIVIL DETAILS I - E- 19.1 -7 -I 6 C-4 CIVIL DETAILS II E- 19 -1 -7 -1 7 L -I LANDSCAPE PLAN 11 E -19 -1 1 -1 8 L -2 LANDSCAPE PLAN 11 E- 19 -I -7 -1 9 L -3 LANDSCAPE DETAILS f: Thls nrojecf was tlesigned bn the Seaf tle. WW I& D.S. Army Corps of Engineers. TM1e i Itlals o! 'gnat- o tl r gistration designoti0ns Of Indivld,als appear �Ithin the poymenit l cotton..— byt ER Illo -1 -13152. Profess onalt Ren the scope Of em as a gi stration. 4 ( 3 ROLL 207 Aoco DATE AND TIME PLOTTED: 17 -JUL -2000 13:47 DESIGN FILE: isOdesignsOmisc4civocdr _mitmmscmcg0c.dgn 2 FIR 084 1 REDUCED TO 50% OF FULL SIZE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION COVER SHEET AND DRAWING INDEX RENTON 512E INVITATION N0. FILE NO. p E- 19 -1 -7 -f OSDN. MJC CHK- DAP sr:�elrlEO JUN 2 2 2w? WASHINGTO OATE1 PLATE OOAPRO6 I G -1 SHEET I OF 9 a N E 4 B C n: I 4 J ^70.6 �� 0 x6E.2 ? j R„� 69.3 x68.6 ox x73.6 6 . i x6 �® g x69.7 W (� ]1 0 x71:p' MV 10.600 x65. _ 69.D Qa 67 .�� oao °00 V X69.6 //I\- 3 2 801 S09 /� x69.0 r. 2.5 �x 0. REDUCED TO 50% OF FULL SIZE c+ U.S. ARMY ENGINEER DISTRICT, SEATTLE 'N N o °z zM y, H n REDUCED TO 50% OF FULL SIZE U.S. ARMY ENGINEER DISTRICT, SEATTLE N CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION SITE LOCATION AND CONSTRUCTION ACCESS cowp r . Aoco RENTON WASHINGTON SIZE INVITATION N0. FILE N0. DGTE: FIATE DATE AND TIME PLOTTED: I7 -JUL -2000 13:49 °co = «.,�_ D I E- 19-1-7-1 OOAPR06 G -2 ,. DESIC FILE: i:: d2signs _ scCciv9cdrTitCnscmco0d.da- - 2 116N, MJC 1- SHEET 2 OF 9 l N� JUN 22207 ® S a ;tom A I B C :: ._. �.. � � ., ,. o _.._ "__ O �- �� \ 4 �. Iv O O � O O ' 78.56 - �--_- O -� -- -"- - ----� �� __ ,..� CONNECT NEW CHANR�L �- .._�` --_ � r \;` •.� i=ti f" 7 .I�I TH EX CST I NG COUNTY��___ �� -- - -' �s HANNEL CRMS15 �'�__ -____ `, `;j '. . - I � .46 N 1 74659.700 � _ " E 1313724.382 � '� �, 1 .................. EL. 80.62 y � 1;. REBAR /CAP '� �•� , `�. I � _ v' 9.3N 174,669.687 �� \ l'- ' -._�. s _ E i,3I3,764.I83 \' ".� �. - E i3ia�ao0 I � 81.63 � / .• _`` \ \` ••• O� a' ,:. ag 51 .. N�`T 7Y} , 609 .000 -:;` - \ � ^\ � `` E I 313 844:483 ., \ \�??� 17 ; 6:93 .799 '\ V� � \�� . -�, ,\ -- -` 4 � � �\ :., -. ` �� ,CONSTRUCTION`LIMIJS - � �,, ' � N 174 574.864 � - � .1.3J_3�16.9 , ~ ,_ 183?l ,9 7:73.9 8 EL� 84 � 8oaa z2t \ `�" � ��.• XO � - `� = -N_ 1 74554 . 193 E 1313947.535 '�-- '`- � 19'86 ' CRMSI3 `. ,`' \ � � '� N 17��45.486 84 >..QB '� �� . � �� , , t ", , E 13 13 92 9 .5 4 9 `�.� , � �� .; t r �' EL. ;.82.454 '� ,' ��`�.�G?'� REBAR /CAP';. ...,. x \\ f484�3� � N 174505:,407 �� .�` � � �\ E 131 3928 '901 � \ \ \ .. \ � \ \ C•-. \ \ '•. \ • \••� �.CHAN�I�LS$OTTOM •. - , WIDTH f0 �'L. \ \ CONSTRUCTI ON � `i Ml TS X ``, 1.0`10•''••:, C � 1 `I 11 � `•,,N 1 7 4, 4 2 3 .690 1,: 1 ,1 r =1 1 \ 1`y 1 _ E�'d ,31 4 ,01 3 .237 � ,�` `4` I 1.... 1 I! ��I � •r'j f �` ` ` �\ ` �.� �� ;1,; I I ,a �= f '` I � N 1.74372.939 E 1 3 1 4 03•..7 7 �, ' I I I ••• •• i 1 I � I, z i �; - -- . .68 ,• , EL. 81.48 ` I 814.317 -I I I � 4 ,` 1 REBAR /CAP I I I - ...... N 1'74327 ,079 I I I ; E 1'314016':637 _ : � ...... , I 1 I 1 1 1 1', �' I 11 �1.C�13 I, ' :86.73 .55 r i , I \ C�ZMSII °• � NSTRUCTION LFMITS t, I \\ \ N \1 74327 I d'8, \ E � 3 1 3991 .289'• �\ \ '• t•' \ E'i� 5.87 ' \\ RE�A� /CAP •. a6.5o k,� \ \ \ ��•'�.. � CRMS 0 \ \ \ N 17 2 14 . I `•.7 7 � � � ,; \ � \ E i 14121 .;379 89.33 EL 6.77 \ W Y74236.204 t �•�� • \ , \\ \ I 1 4057 .O I1 �•�, � � •? REB R /CAP` `� •`• t 1 - / \ X4.13 " • i :' . \ \ - \ i :' \ ` \ � \ \ \ �•' E 1,314,142 04A \ \ 1 .. __ \ \ \ � •• :,84. §b�- _ _ _ VE LOG WEIR , \ \ \ - � -- ••'•••. MATCH LINE A.�o Tnis crcjeci was Cesignotl En ine Seattle Olsirict U.S. n� � Corns of Eegineers. - D�Dw. men inirigls or signorures o a regis}ro +Ion aj slgnotlons of intll in�gls ooeor DATE AND TIME PLOTTED: 17 -JUL -2000 13:43 t'n tneseecirica+ions or on r t c aoc�men+s wi+nin cone of r,ei� emolormenr o. reueirea Dy Efl51110 -I -E I±2, Froiesslonal kegistration. DESIGN FILE: is4designs6mise4civ4cdr _mit4mscmesOb . dgn � 3 � - 2 ROLL 207 - �:. NOTES: I HAND CLEAR PEED CANARY GRASS APPROX. 25' ON EITHER SIDE OF CHANNEL. 2. SLOPES ARE 3:I AND MATCHED TO EXISTING GRADE. 3. LARGE WOODY DEBRI IS NOT ANCHORED, BUT PLACED SO THAT ROOTWAD IS IN CHANNEL. 4. FOR SLOPE AND CHANNEL PROFILE SEE SHEET 5. 5. LEAVE SLOPES AS IT FROM LOG WEIR ;TO STATION 12 +00. 6. INFORM CORPS PERSONEL WHEN BENCH MARK WILL BE ALTERED BY CONSTRUCTfON. 7. TOTAL NUMBER OF LARGE WOODY DEBRIS IS 50. 8. ALL CLEARED AREAS SITTING IDLE FOR MORE THEN 72 HOURS WILL BE MULCHED WITH 2" MIN. STRAW STRAW MULCH. 9. HYDROSEED WITHIN 48 HOURS OF COMPLETION OF EARTHWORK. • LARGE WOODY DEBRIS 30' IS' 0 30' 60' I" = 30' REDUCED TO 50% OF FULL SIZE U.S, ARMY ENGINEER D15TRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION CHANNEL LAYOUT I RENTON WASHINGTON SIZE INVITATION N0. FILE N0. DATE: Pl >T� D E- 19 -I -7 -I OOAPR06 C -1 oscw• MJC c ""• s "EEr 3 OF 9 " ". _ �� ro � � tl� > N w no �� a >m �, 4 1 \` ` EL. 86.77 l"'\\\ \111 REB R /CAP , �� , ,� _ NOTES: I LEVEE DEMOLITI -0N AND CONSTRUCTI -0N TO TAKE PLACE AFTER JULY 15 WHEN RIVER LEVEL I S AT ITS LOWEST AND FISH WINDOW IS OPEN. 2. USE STRAW BALE AND FILTER FABRIC, OR SAND BAG COFFER DAM TO CONTROL SEDIMENT ENTERING RIVER. PLACE JUST ABOVE WATER LINE. 3.. HAND CLEArt REED CANARY GRASS ON 25' fAPPROX.) ON EITHER SIDE OF CHANNEL IN EMERGENT WETLAND. 4. `L,EAVE SLOPES. AS IS FROM WEIR TO APPROX. STATION 1 2 +0 5. COBBLES THAT LINE BANKS IN RIFFLES TO BE 6 " -12" ROUND. COBBLES. 6. REMOVE LOG WEIR BY CUTTING IN PLACE. LEAVE ROCK AS IS. 7 -_- ..,.STREAM BED GRAVEL TO BE .5 -4" <5% FINES. 8. ROAD - .CROSSING TO BE 12" OF QUARRY SPACES COVERED WITH 4" OF STREAM BED GRAVEL. _IMITS �� C � r`: ......... i , / - �" 'ti /� S .SILT FENCE'') -•y - POOL LOCATIONS FROG POND APPROX'•- #�,2A'' -f ��g. 30' BY 20' 1 2 -_ E 1,314,142 044 �` ~' ` ,BY � `y ''1 CRMS9 ' N 174080.016 ;• �"F��,t( � , •� VE LOG WEIR _ . E -131 401 5 -.558 � � -�"�� EL. 86.57 ,� ��_ yt e REBAR /CAP �.�. -�� -- - �''•- MATCH: LINE � - LWD ALONG BREACH , -' EMERGENT: WETLgND% �'. {� .LEVEE REMOVE TEED CANA`Y �\ - � GRASS \ � �� '€ I , 3 14 20� .294 - -. ` — — — y� -!X�� — — � , . '' , � EL.1�86919 R BAR X�:.. " , �c �. . `�:- 85.41 •.••. `t`':, :• � S\, I REBAR /C' ,;i ... .. -, .: .• � a �� \ SEE DETAIL; FOR•. � �= _ � 174 , 14 I .363 � � -�� CHANNEL CROSSING, 4 , �� _ \\ � 858' � - I ; :3 14 ,2I 6 .982 •� CRMS8 __ `� N 174019.3. "67 — �� E 1314058.744 , 'E- L�85.57 REBAR�GA_P_ _ ___ `F� ��`! NOTES: I LEVEE DEMOLITI -0N AND CONSTRUCTI -0N TO TAKE PLACE AFTER JULY 15 WHEN RIVER LEVEL I S AT ITS LOWEST AND FISH WINDOW IS OPEN. 2. USE STRAW BALE AND FILTER FABRIC, OR SAND BAG COFFER DAM TO CONTROL SEDIMENT ENTERING RIVER. PLACE JUST ABOVE WATER LINE. 3.. HAND CLEArt REED CANARY GRASS ON 25' fAPPROX.) ON EITHER SIDE OF CHANNEL IN EMERGENT WETLAND. 4. `L,EAVE SLOPES. AS IS FROM WEIR TO APPROX. STATION 1 2 +0 5. COBBLES THAT LINE BANKS IN RIFFLES TO BE 6 " -12" ROUND. COBBLES. 6. REMOVE LOG WEIR BY CUTTING IN PLACE. LEAVE ROCK AS IS. 7 -_- ..,.STREAM BED GRAVEL TO BE .5 -4" <5% FINES. 8. ROAD - .CROSSING TO BE 12" OF QUARRY SPACES COVERED WITH 4" OF STREAM BED GRAVEL. 3 C 2 r`: • NOTES: I LEVEE DEMOLITI -0N AND CONSTRUCTI -0N TO TAKE PLACE AFTER JULY 15 WHEN RIVER LEVEL I S AT ITS LOWEST AND FISH WINDOW IS OPEN. 2. USE STRAW BALE AND FILTER FABRIC, OR SAND BAG COFFER DAM TO CONTROL SEDIMENT ENTERING RIVER. PLACE JUST ABOVE WATER LINE. 3.. HAND CLEArt REED CANARY GRASS ON 25' fAPPROX.) ON EITHER SIDE OF CHANNEL IN EMERGENT WETLAND. 4. `L,EAVE SLOPES. AS IS FROM WEIR TO APPROX. STATION 1 2 +0 5. COBBLES THAT LINE BANKS IN RIFFLES TO BE 6 " -12" ROUND. COBBLES. 6. REMOVE LOG WEIR BY CUTTING IN PLACE. LEAVE ROCK AS IS. 7 -_- ..,.STREAM BED GRAVEL TO BE .5 -4" <5% FINES. 8. ROAD - .CROSSING TO BE 12" OF QUARRY SPACES COVERED WITH 4" OF STREAM BED GRAVEL. 3 BANK ARMORING 2 �" ''• _ - - --- � - - - -. - - -- - - - - - -- - --___-_— - ._..__-- --- .- -_... - E_I ,314,805.487 - �" 'ti , i:.> POOL LOCATIONS • - - I I � #�,2A'' -f ��g. •ti E 1,314,142 044 �` ~' ` ., f ''1 I � , •� VE LOG WEIR _ . � `. -- � � � - � �`., -- - �''•- MATCH: LINE � - LWD ALONG BREACH , -' -- -- .LEVEE \ \. �\ - - -- � '€ I , 3 14 20� .294 - -. ` — — — y� -!X�� — — � , . '' , � EL.1�86919 R BAR X�:.. " , �c �. . `�:- 85.41 •.••. `t`':, :• '" REBAR /C' ,;i ... .. -, .: .• � a - _ � 174 , 14 I .363 .� '�, _ -- - I ; :3 14 ,2I 6 .982 •� `�, __ N 173 I4 6 ...:: �.' - _ t , � -� _ - -- -� . , - . g� � - -_` ,.. .....•• _ - : � I ;3.1'4 ,'372 .076 _ � ., ''\ �� / , r� -. - .. -- t � '' �••� � : . ,� �. ., , . — ••. ... , -.., _ _ - :.. �L \ N 17,082.057 •. � � I � ��'! :� �- CONSTRUCTION L I MI'TS �.� — '�, f -. `� ` . , 1 .. � ,, � � - - �\ \� ., �\ � �. � - j ' N : {74.007.825. �, ., �,, -,� E :1 , 31 4 , 18 3_ 3 3 I /5.71 —' —� _ \�.,� �`�� ..., .: �� .\ ` t I \ /_ _ / � - - -- �_ 879-__ '�� .. ,.. _. - 85 -CO' �� —__ �� SIYT F�F C� �'�,� -- - -____ n E /I 31 4201 .828 ., _ �,;` __ � E� �.., —`4u __ Ss,43 - -_ - �1 �'Y 1 ': �. $2.47 '. - -__,_ --- _�AD:. -. E L,. 314- 707..834 ��. = REBAR /CAP __ a8�s —_ - -__ __ =� �' N 173 - ,927.362 .,� �? . � / -- - � , '— _ � _� _ _ — _ _ .- — - 8e37` _ _ ;;�. E•.1 , • 1 4`,222 .42E - `,: - -_, �, `_ - -___— CRMS3 •.. __- �....�.. — .� 88. a3 __— _`_`` �s / — - -_ -N '173947.16F � _ � � 85 6iT NOTES: I LEVEE DEMOLITI -0N AND CONSTRUCTI -0N TO TAKE PLACE AFTER JULY 15 WHEN RIVER LEVEL I S AT ITS LOWEST AND FISH WINDOW IS OPEN. 2. USE STRAW BALE AND FILTER FABRIC, OR SAND BAG COFFER DAM TO CONTROL SEDIMENT ENTERING RIVER. PLACE JUST ABOVE WATER LINE. 3.. HAND CLEArt REED CANARY GRASS ON 25' fAPPROX.) ON EITHER SIDE OF CHANNEL IN EMERGENT WETLAND. 4. `L,EAVE SLOPES. AS IS FROM WEIR TO APPROX. STATION 1 2 +0 5. COBBLES THAT LINE BANKS IN RIFFLES TO BE 6 " -12" ROUND. COBBLES. 6. REMOVE LOG WEIR BY CUTTING IN PLACE. LEAVE ROCK AS IS. 7 -_- ..,.STREAM BED GRAVEL TO BE .5 -4" <5% FINES. 8. ROAD - .CROSSING TO BE 12" OF QUARRY SPACES COVERED WITH 4" OF STREAM BED GRAVEL. CTION.. LIMIT � ` ��` •:� -�� r': � a z•, BANK ARMORING \ CONSTRUCTION ��_�, LIMITS �__ - - --- � - - - -. - - -- - - - - - -- - --___-_— - ._..__-- --- .- -_... - E_I ,314,805.487 - i� , i:.> POOL LOCATIONS • - - I I � #�,2A'' -f ��g. RIFFLE AREAS I ., f LARGE WOODY DEBRIS I _ _ � -., .. .... • ---•• •-FOE' "DF � 4 : I �St - 't��BtJ;�`D— LfVf-E T6 - EXISTING ELEV ��90.06 E" � — . REPLACE EXISTING L - -~ LWD ALONG BREACH , -' 1 73920..91$• 32 ._ , .LEVEE BREACH EXCAVATE.... - TO----- -, . -'' ----- -- - - -- -- -- -- - -' -- - -_. -- -EL.EV . 80 .0' - -. ` — — — y� -!X�� — — � , . '' , � EL.1�86919 R BAR X�:.. " , �c �. . CTION.. LIMIT � ` ��` •:� -�� r': 1` �.., - --EJ'314623.035 EL. 88:0 -__ CONSTRUCTION ��_�, LIMITS �__ - - --- � - - - -. - - -- - - - - - -- - --___-_— - ._..__-- --- .- -_... - E_I ,314,805.487 - ., t LOXQ,``� \'ft .,•, , i:.> _r" N �-- L.73.856:57-4 —;: -- - ._ REBAR /CAP '- _- —__� % ` 1�= '89.60 - - - -- -9.76 90 �-- - - - -_ ,. t. . ` �� . �. - `� `-��, •, ., f ., _, r` "' '; -" � `' � 1 `^ � `; , ^E 1' 3`I 4 , 56�4�.650� - _ _ � -., .. .... • ---•• •-FOE' "DF � 4 : I �St - 't��BtJ;�`D— LfVf-E T6 - EXISTING ELEV ��90.06 E" � — . . \ .� ,. ' �'�- `• . . L ., 1 _ N 1 7383\'6`x,307 ::: .. -�' .• ,__ __ ____ - - -- 1 73920..91$• 32 ._ , ,� ,, � __ ., ., • : t, s •. •.. -• E 13 1 4 4 6V} -. 7 4 7 EL. 83.33:, . . ,.: • r- - -. N - -. ` — — — y� -!X�� — — � , . '' , � EL.1�86919 R BAR X�:.. " , �c �. . `�:- 85.41 •.••. `t`':, :• "•••.,. REBAR /C' ,;i ... .. -, .: .• � a . r �. ... / -, TLE Cr 10 C '`1 ` �� . � -- (na1, .- �'-.. _ -- .. .r« - -: ,> : - E N LOG,S•'CL -0SELY .INy F •t ., �'- x� '•., � �;� -• -_•,-• .; _ - -• N 173 I4 6 ...:: �.' - -- . - - ;• _ ... BAN CHAiFiL .... � . � �x.� �+ •. � - -� . , - . g� � - -_` ,.. .....•• _ - : � I ;3.1'4 ,'372 .076 _ � - - -- k r- _, 13 46 6 298 - 4 .. : - . .._. A:'8 , r� -. - .. -- t � 1 + ••.. - , �-- _ _ - :.. �L , - �.__._ _ s.�, zs- , -- .......• ��.. -••' // L- _,' ,_,.. -... N 173.870.831 .:' x '� E I ,314 ,659.615 ix /�'�S - jx�nLF � ,CONSTRUCTION LIMITS - 8� ......., ' x.- __...._. . �x /.. t .. N 173 ,824.4!.12 ' E I ,314,470.358 1 � � _,: 4 3 • 1 30' 15' 0 30' 60' I" = 30' REDUCED TO 50% OF FULL SIZE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION CHANNEL LAYOUT II RENTON WASHINGTON SIZE INVITAiiON N0. FILE N0. DATE: PLATE D E- 19 -I -7 -I OOAPR06 C -2 oscN• MJC CHK, SHEET q OF 9 �C�+wp' "'� ,yIIN 8l2tlm' _. _ _ � _� t� V 1 � � _ o m b � 1- a N `� �' � `� °z r � e � 0 � �L% �� +� is - - - - - -- -- - - - - -- - - - -- - - - - - - -- - - -- - -- 2 60F T EXISTING 1.5' OF COVER--\ EXISTING rt _ LEUEE (SEE DRAWING) LEVEE R [� Y S P -ALES ` -��.� �� –�- 12 " -24" 2 .11 R I PRAP A 12" TO 24" RIPRAP 1RiCAP ROCK LAYERING NOT TO SCALE PERMEABLE LEVEE q NOT TO SCALE A B 90 0 80 w I2' ROAD CAP TOP ELEV VARIES i 4 . 1 BACK SLOPE —� $� iP f-2o1 RIVERSIDE ELEV 80 .0 3 NOTES. RIPRAP W WI LLO 1. MATCH TOP OF NEW LEVEE WITH THAT OF EXISTING LEVEE STAKES 2. LINE BOTTOM OF PERMEABLE LEVEE W/ FILTER FABRIC 6 " -12" COBBLE`. (NICOLON MIRAF'I 550X WOVEN FILTER FARBRIC OR EQUIVALENT) PERMEABLE LEVEE g NOT TO SCALE: B — Profile Window -- - -- --- --- -------------- - - -- - -- -- - - - ---- RI FFLE TO /\ RIF LE ROAD C SSING / POOL FINISHED CHANNEL ELEVATION :I ,GRAVEL- 2.1 LIO, -I LINE W /FILTER FABRIC RIFFLE /SPAWNING AREA TYP. NOT TO SCALE WILLOW STAKES 70 O O O O - O OD O G O O O O O O } + + +O O O O O G O O O O Statlon' NOTES. c 1. OVER ALL SLOPE OF CHANNEL IS 0.3% 2. 50' POOLS TO BE PLACED BETWEEN. I-4-20 -1 +709 2 +20 -2 +70, 3 +20 -3 +709 4 +20 -4 +70 3. 50' LONG RIFFLES TO BE PLACED IN 003 BETWEEN POOLS 4. PLACE CLEAN GRAVEL IN RIFFLES AND BETWEEN STATIONS 4 +70 -6 +60 TO A DEPTH OF 1 2" . Th1, project w s designed by the Seattle District U.S. Army Corps of E,gi,eers. A�osc The lnir�ols gr °eiGnorgres g a regisrrorion ae :i9n °+ions °f inm.ia °ms ppeor DATE AND TIME PLOTTED: 17 -JUL -2000 13:49 o = -� -•�� within the specif °}ions or these eject a°cumxnts within the cape of +heir enploym°nt�as r .ireC by Eft 1110 -I -8152. Professional Registration. DESK, FILE: i :Odes ignsOmiscpcivOcdr _mitmmscmed0e.dgn q I 3 I - 2 FMLL 07 ® `. N REDUCED TO 50% OF FULL SIZE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION CIVIL DETAILS I RENTON WASHINGTON SIZE INVITATION NO, FILE N0, EATE I PLATE D E- 19 -1 -7 -1 OOAPRO6 C -3 DSGN. MJC c". SHEET 5 OF 9 eea� JU�t 3��OOT 0 m m o w ' no r � - r z0 a w IPA 0 A 8 1 c I N: 4 3 2 FILTER FABRIC MATERIAL 2X2X14GA WIRE FABRIC USE STAPLES OR WIRE OR EQUIVALENT RO GWIREO ATTACH FABRIC � � t A - ,971,P. SP iP of.° D of° D m° D I' F HYDROSEED AREAS I I ° 1 N ; 1 I 3:I I; ,� � LARGE WOODY DEBRIS 1 I ; WILLOW �WI LLOW N ;� �; STAKES STAKES 1 I 1 1 I ; ` -1 E 6' MAx � TYP. CHANNEL 67V�NSTREAM OF ROAD CROSSING 2X4 WOOD POSTS, STANDARD OR � NOT `TO SCALE EQUAL ALTERNATE: STEEL FENCE I 1 POSTS `P iP SILT FENCE °pD 9 � D ' �° D NO SCALE ° 3:I CHANNEL FILTER FABRIC MATERIAL o _ BOTTOM �. VVI LLOW� --- `-------- �- `- - - - - -- � LARGE WOODY DEBR I S 2X2X14GA WIRE FABRIC N STAKES.- OR EQUIVALENT _ POOL: v BOTTOM (— 2 'TYP ) LAY FABRIC ON THE SURFACE �' ON UPHILL AND USE STREAM ' GRAVEL ON BOTH SIDES OF FENCE. Vi �;h 1�� ;ti I POOL TYP. 12" MIN NOT TO SCALE 2X4 WOOD POST ALTr STEEL FENCE POST DETAIL No scALE C H A N,N E L_ E D_G E �' p EDGE' OF BANK 0 DETAIL RI�OER CROSSING NOT TO SCALE This nro) c? w s tlesigneo bn the Seattle Distrlc+ U.S. Army Corps of Enpgineers. The i itials o psignatures a d r gisiroti on designations of intliv itluals pDear within the s oiions o n these prpj¢cf dpCUments within the scope of heir employment 1as reCUired by ER IIIO -I -8152, Protcss tonal Registration. 4 I 3 ROLL 207 1 2 ' WIDE /2 ' DEEP QUARRY PALL ROAD WITH 4" OF �TRE'AM BED GRAVELS EDGE OF BANK TE o SEE PLAN FOR SCALED DRAWING OF STREAM CROSSING o.p.o DATE AND TIME PLOTTED: 17 -JUL -2000 13:48 �Eoa °� " -= DESIGN FILE: is6designs4misc�civ�cdr _mit4mscmcdOc.dgn 2 CLASS III RIP RAP 3 ' THICK PERP . TO SLOPE AT 2 e I SLOPE —� 3' CHANNEL �B TOM I II �I �r�` 3, BANK ARMORING TYP. NOT TO SCALE REDUCED TO 50% OF FULL SIZE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION CIVIL DETAILS II RENTON WASHINGTON SIZE INVITATION N0. FILE N0. DATE, PLATE D E- 19 -I -7 -I OOAPR06 C -4 DscN. MJC cRK. sREEr 6 OF 9 � �' 0 M� b �� 1 N 4) � o �Oz $ �o a w �� :� `�:BPiFA �� ___. ,_ c; � 9 A .i B C I M: �1 � 4 �� \ � � \ � � � \ \ \ \ � \ � \ � � � � � � � � \ 34.2,3 MATCH LINE \ � � � � � � � � \ 2 � ` :i's's'fv. .�,,:w �A .. ::�... .:i @n. .:....:.:... 'N+a.ai:.... �� • � •�• •. � , S NOTES: I PLANT TOTAL IS FOR ENTIRE PROJECT. NOT FOR INDIVIDUAL SHEET. 2. ALL WILLOW STAKES TO BE PLANTED WITHIN WATERLINE. 3. LWD WILL BE MINIMUM 12" DBH CONIFERS WITH ROOTBALL AND MINIMUM 20' LONG STEM. 4. ALL SLOPES AFFECTED BY CONSTRUCTION SHALL BE HYDROSEEDED FOR EROSION PROTECTION. OVERSPRAY SHALL BE AVOIDED. C ''�.. I COMMON NAME SCIENTIFIC NAME 512E QUANTITY PACIFIC WILLOW SALIX LUCIDA VAR. STAKES 1500 'LASIANDRA' GEYER.WILLOW SALIX GEYERIANA STAKES 1 500 BLACK POPULUS COTTONWOOD BALSAMfFERA.. I GAL. 50 SITKA SPRUCE PICEA SITCHENSIS I. GAL. 100 WESTERN TSUGA � HEMLOCK HETEROPHYLLA I GAL. 100 ` -�� WESTER RED CEDAR THUJA PLICATA I GAL. 50 '\ PACIFIC CRABAPPLE MALUS FUSCA I GAL. 50 .` � , LENTICULAR CARER LENTICULARIS 4" OR PLUGS 200 \.� .{m SEDGE �� Y; SEEDER RUSH JUNCUS TENUIS 4" OR PLUGS 200 \ SAWBEAK. SEDGE CARER STIPATA 4" OR PLUGS 200 SLOUGH SEDGE CARER OBNUPTA 4" OR PLUGS 200 OREGON ASH FRAXI,NUS LATIFOLIA 2 GAL. 100 RED OSIER CORNUS STOLONIFERA I GAL. 100 DOGWOOD SALMONBERRY RUBUS SPECTABILIS I GAL. 200 TWINBERRY LONICERA INVOLUCRATA I GAL. 200 PACIFIC NINEBARK PHYSOCARPUS CAPITATUS I GAL. 50 �\ � HYDROSEED AREA ONLY ,� . N 30' IS' 0 30' 60' I" = 30' REDUCED TO 50% OF FULL SIZE _`'�::` U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION HATCH L`i NE / LANDSCAPE PLAN i RENTON WASHINGTON 512E INVITA iION N0. FILE N0. DATE: Pt4TE D E- 19 -I -7 -I OOAPR06 L-I oscN. MJC [HK. SHEET T OF 9 �iAMA1Fn _d�dtl � d � �- o - -' -- ro �> N � z , � �� o Y� 3 2 1 , WESTERN TSUGA N 174 , 1 86 . 1,1 9 HEMLOCK HETEROPHYLLA \I E I ,3 14 , 1 42 .04`4 WESTER RED THUJA PL I CATA R - PACIFIC CRABAPPLE MALUS FUSCA 1 VE LOG WEIR `\ -MD A 1 1 MATCH LINE - -- 84. 115 1 1 N - I74,I7I .851. OREGON ASH FRAXINUS LATIFOLIA 1 CON RUCTION L I MI TS - `\ 1< I ,3 14 ,206.294 RED OSIER CORNUS STOLONIFERA j. ./ • < \- --- - DOGWOOD 1 `.• ,' a, .. _ SALMONBERRY RUBUS SPECTABILIS 1 ........:f ' 'x „> \ 1 TWI NBERRY LON I CERA I iJVOLUCRATA 174 , 141 .363 .� PACIFIC N I NEBARK PHYSOCARPUS CAP I TATUS 1 '314,216.982, 4. q6 SILT FENCE. 1 1 RI LENTICULAR CAREX LENT CULA 5 1 1 SEDGE 1 1 FROG POND APPROy�� ' SLEDER RUSH JUNCUS TENUIS 1 1 30' BY 20 O +O SAWBEAK SEDGE CAREX STIPATA U `• \ •\ SLOUGH SEDGE CAREX OBNUPTA 0 5 , \ N 174,082.057 \ \ \ - 1 ,31A,21 1 .193 \ , CONSTRUCTION L I MI`TS \ �•. `"�`� ti:.. � - I ,f HYDROSEED (ONLY) \ \85 EMERGENT: WETLAND/ \\ \ \\ REMOVE RiEED CANARY \ GRASS uhf \\ \k5 N f 74 , 007 .825 ' I \ \ SEE DETAIL FOR ✓ 's E A ,31 4 , 1 83_.331 \ t- _ \\ \�85 .11 CHANNEL CROSS I NG., = /iT5.71 88.13_ _ / �88s- G REPLACE EXISTING ' _ - E WD ALONG 88.4 7 173 I5 B LEVEE YREACH 88. ° E 3'f 4 7 07 8 34 - - -- -- 3 88.49 _- • 173 ,:927 .362 _ _, 80 s , _ 37- _ i `� _ _ -I— 14 222 .421 _ "f E Y ... -. 88 43 i y, �•. . CONSTRUCTION - 85 GD i GONSTRUCTION:LIMIT - LIMITS ._- �ko " i 4N` li3' ;�56 570 -- / 31.4 569 .650 •FOE"DF 7 •. ---�..- 173,915 .283 ,314,805.487 89.66 - - - -- 89.76 - - -- �YREBtJ:t�'B �-E V-E-E T-6 " -• - - E' =EX I ST I NG ELEV . I i t ........... .. - - -- — _--- -.—. -- ; fi t L E 6-- 10 < ,:. iOG$: CLOSELY ..................... B INK I F _E N 173 14.6 AN G NA NL N . 4 11 •i�• 1 '3 t 4 ,372 .076 , S. �J a7� N 173,870 831 N 173 ,852 .588 CONSTRUCTION LIMITS .... E 1 ,314,281 .055 v /xI CT A t x / 12 - , REDUCED TO 50% OF FULL SIZE E 1, 31 4, 4 7 0 .3 5 8 CHANNEL BOTTOM W.iDTH 10' _ -h U.S. ARMY ENGINEER DISTRICT, SEATTLE C - .___._._.._......_..___.__. •;; , , ' ORPS OF ENGINEERS I SEATTLE, WASHINGTON . CEDAR RIVER MITIGATION LANDSCAPE PLAN 11 RENTON WASHINGTON This nrt Joee was tle ignetl oy the Seattle Olstrlcf U.S. Army Corps of En �ineers. A•�e= 512E INVITATION No. FILE N0. OAiE� PLAtE The 1 or signatures and regierrarion tlesignoti0ns of Intlivitlual5 oeor Dewar wimin �rr,essoeclficotlons o +Hasa orolecr tlocuments wlrnin me scnoe of DATE AND TIME PLOTTED: 17 -JUL -2000 13:44 D..> =�:.o D E- 19 -1 -7 -1 OOAPRO6 L-2 their employment os r .lrea ny ER 1110-1 -8152, Professi —I Reglsirtlnon. DESIGN FILE: isOdesignsOmiscOcivOcdr _mitOmscmclOc.dgn 4 3 2 DsGN. MJC CHK. SHEET 8 OF 9 ®o 0 0 m a n0 � r 1 �o A PACIFIC WILLOW SALIX LUCIDA VAR. 'LASIANDRA' GEYER 'WILLOW SAL I X GEYER I ANA \ ®COTTONWOOD BLACK SITKA SPRUCE POPULUS BALSAMIFERA PICEA SITCHENSIS 1 , WESTERN TSUGA N 174 , 1 86 . 1,1 9 HEMLOCK HETEROPHYLLA \I E I ,3 14 , 1 42 .04`4 WESTER RED THUJA PL I CATA R - PACIFIC CRABAPPLE MALUS FUSCA 1 VE LOG WEIR `\ -MD A 1 1 MATCH LINE - -- 84. 115 1 1 N - I74,I7I .851. OREGON ASH FRAXINUS LATIFOLIA 1 CON RUCTION L I MI TS - `\ 1< I ,3 14 ,206.294 RED OSIER CORNUS STOLONIFERA j. ./ • < \- --- - DOGWOOD 1 `.• ,' a, .. _ SALMONBERRY RUBUS SPECTABILIS 1 ........:f ' 'x „> \ 1 TWI NBERRY LON I CERA I iJVOLUCRATA 174 , 141 .363 .� PACIFIC N I NEBARK PHYSOCARPUS CAP I TATUS 1 '314,216.982, 4. q6 SILT FENCE. 1 1 RI LENTICULAR CAREX LENT CULA 5 1 1 SEDGE 1 1 FROG POND APPROy�� ' SLEDER RUSH JUNCUS TENUIS 1 1 30' BY 20 O +O SAWBEAK SEDGE CAREX STIPATA U `• \ •\ SLOUGH SEDGE CAREX OBNUPTA 0 5 , \ N 174,082.057 \ \ \ - 1 ,31A,21 1 .193 \ , CONSTRUCTION L I MI`TS \ �•. `"�`� ti:.. � - I ,f HYDROSEED (ONLY) \ \85 EMERGENT: WETLAND/ \\ \ \\ REMOVE RiEED CANARY \ GRASS uhf \\ \k5 N f 74 , 007 .825 ' I \ \ SEE DETAIL FOR ✓ 's E A ,31 4 , 1 83_.331 \ t- _ \\ \�85 .11 CHANNEL CROSS I NG., = /iT5.71 88.13_ _ / �88s- G REPLACE EXISTING ' _ - E WD ALONG 88.4 7 173 I5 B LEVEE YREACH 88. ° E 3'f 4 7 07 8 34 - - -- -- 3 88.49 _- • 173 ,:927 .362 _ _, 80 s , _ 37- _ i `� _ _ -I— 14 222 .421 _ "f E Y ... -. 88 43 i y, �•. . CONSTRUCTION - 85 GD i GONSTRUCTION:LIMIT - LIMITS ._- �ko " i 4N` li3' ;�56 570 -- / 31.4 569 .650 •FOE"DF 7 •. ---�..- 173,915 .283 ,314,805.487 89.66 - - - -- 89.76 - - -- �YREBtJ:t�'B �-E V-E-E T-6 " -• - - E' =EX I ST I NG ELEV . I i t ........... .. - - -- — _--- -.—. -- ; fi t L E 6-- 10 < ,:. iOG$: CLOSELY ..................... B INK I F _E N 173 14.6 AN G NA NL N . 4 11 •i�• 1 '3 t 4 ,372 .076 , S. �J a7� N 173,870 831 N 173 ,852 .588 CONSTRUCTION LIMITS .... E 1 ,314,281 .055 v /xI CT A t x / 12 - , REDUCED TO 50% OF FULL SIZE E 1, 31 4, 4 7 0 .3 5 8 CHANNEL BOTTOM W.iDTH 10' _ -h U.S. ARMY ENGINEER DISTRICT, SEATTLE C - .___._._.._......_..___.__. •;; , , ' ORPS OF ENGINEERS I SEATTLE, WASHINGTON . CEDAR RIVER MITIGATION LANDSCAPE PLAN 11 RENTON WASHINGTON This nrt Joee was tle ignetl oy the Seattle Olstrlcf U.S. Army Corps of En �ineers. A•�e= 512E INVITATION No. FILE N0. OAiE� PLAtE The 1 or signatures and regierrarion tlesignoti0ns of Intlivitlual5 oeor Dewar wimin �rr,essoeclficotlons o +Hasa orolecr tlocuments wlrnin me scnoe of DATE AND TIME PLOTTED: 17 -JUL -2000 13:44 D..> =�:.o D E- 19 -1 -7 -1 OOAPRO6 L-2 their employment os r .lrea ny ER 1110-1 -8152, Professi —I Reglsirtlnon. DESIGN FILE: isOdesignsOmiscOcivOcdr _mitOmscmclOc.dgn 4 3 2 DsGN. MJC CHK. SHEET 8 OF 9 ®o 0 0 m a n0 � r 1 �o A A B. I C I i, SPACE PLANTS 3.5' OC DO NOT PRUNE OR DAMAGE LEADER OF TREE 00 NOT PRUNE OR DAMAGE LEADER OF TREE �I -2 PLY RUBBER HOSE SHALL BE LOCATED ABOVE THE FIRST BRANCH `I (AS SHOWN), TYPICAL V 2 -N0.12 SOFT GALVANIZED WIRE TIES 2 -2 X 2 WOOD POSTS 6' -B" LONG AND DRIVEN 1' -6— MINIMUM III...TTT INTO SOIL 3" BARK MULCH 3^ BARK MULCH / /////�\�\\ PLANTING SOIL MIX PLANTING SOIL MIX x BREAK UP SUBSOIL IN BOTTOM OF EXCAVATED HOLE TO A DEPTH OF i / /,tom/ �• �// 3x 4° MINIMUM BREAK UP SUBSOIL IN BOTTOM OF - EXCAVATED HOLE TO A DEPTH OF 3. 4" MINIMUM DECIDUOUS TREE PLANTING n EVERGREEN TREE PLANTING NOT TO SCALE NOT TO SCALE.. NOTE: NOTE: PLANT ALL TREES ON 6'CENTERS PLANT ALL TREES ON 6'CENTERS IN A TRIANGULAR SPACING IN .A TRIANGULAR SPACING. I GRADE dG SOIL MIX 00 000 WILLOW STAKES SHRUB SPACING O o0 NOT TO SCALE 0000. O 0 0 O NOTE: C1� PLANT WILLOWS NO MORE THEN THREE FEET ABOVE NORMAL HIGH WATER ON V LINEAR SPACING. WILLOW STAKE PLANTING NOT TO SCALE Tnls project was designed Dn the Seattle Dlstnct U.S. Army Corps of Enoglneers. The "Rids or ignaiores a d r glsirgtign tlesignailans of indlvltluals ppe0r within the spec"I",ions o n these project documents witM1in the scope Of �r employment e5 required Dy ER 1110- 1-9152, Professi0nol Rzgistrgtian. e' 4 1 3 ROLL 2U7 SHRUB PLANTING NOT TO SCALE 1 ® • DATE AND TIME PLOTTED: 17 -JUL -2000 13:50 D °•� ^�° DESIGN FILE: is0desiensOmiscOcivOedr- mitOmscmclOd.dgn 2 - — f I 01, i 3" BARK MULCH PLANTING SOIL MIX REDUCED TO 50% OF FULL SIZE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON CEDAR RIVER MITIGATION LANDSCAPE DETAILS RENTON WASHINGTON SIZE INVITATION NO. 11IE 10. DATE: PLATE D E- 19 -I -7 -I O0APRO6 L -3 DsGN. MJC CHK. SHEET g OF 9 SE'At�rse .Alll � g tH V1 E» >N �o E � � r �p Y cOn 9