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Home My WebLink AboutzD-2817SetLL 176 FR W, C A B C S—P 27-2& --7 4 3 2 REVISMS _S_ PT[or SHEET P PLATE I TITLE S SHEET P PLATE T TITLE N0. N N0. N I T NO. N NO. GENERAL L LANDSCAPE - I 58 L L -1 P PLANT LIST /LEGEND AND / GENERAL LANDSCAPE NOTES I 1 G G -1 C COVER SHEET 5 59 L L -2 L LANDSCAPE PLAN I 2 G G -2 D DRAWING INDEX 6 60 L L -3 L LANDSCAPE PLAN II 3 G G -3 L LOCATION MAP 6 62 L L -5 L LANDSCAPE PLAN IV 4 G G -4 L LEGEND AND ABBREVIATIONS 6 63 L L -6 L LANDSCAPE PLAN V _ 6 64 L L -7 L LANDSCAPE PLAN VI G E O T E C H N I C A L 6 65 L L -8 L LANDSCAPE PLAN VII 66 L L -9 L LANDSCAPE PLAN VIII GENERAL 6 67 L L -10 L LANDSCAPE PLAN IX 68 L L -11 R RESTROOM AREA PLAN 5 G GT -1 L LOCATIONS OF EXPLORATION 1 6 69 L L -12 L LANDSCAPE DETAILS 1 6 G GT -2 L LOCA11ONS OF EXPLORATION II 7 70 L L -13 L LANDSCAPE DETAILS II 7 G GT -3 E EXPLORATION LOGS I 8 G GT -4 E EXPLORATION LOGS II STRUCTURAL _ S 71 S S -1 L LEVEE CLOSURE GATE DETAILS I 72 S S -2 L LEVEE CLOSURE GATE DETAILS II LEVEES & FLOODWALLS 7 73 S S -3 F FLOODWALL DETAILS 9 C C -1 D DEMOLITION PLAN I 10 C C -2 D DEMOLITION PLAN II R REFERENCE DRAWINGS 11 C C -3 D DEMOLITION PLAN III 12 C C -4 D DEMOLITION PLAN IV R REFERENCE 13 C C -5 D DEMOLITION PLAN V 14 C C -6 D DEMOLITION PLAN VI 7 74 R R -1 I IRRIGATION PLAN 1 15 C C -7 D DEMOLITION PLAN VII 7 75 R R -2 I IRRIGATION PLAN II 16 C C -8 D DEMOLITION PLAN VIII 7 76 R R -3 I IRRIGATION PLAN III 17 C C -9 D DEMOLITION PLAN IX 7 77 R R -4 I IRRIGA11ON PLAN IV 18 C C -10 L LEFT BANK PLAN & PROFILE / STATION 0 +00 TO 8 +00 7 78 R R -5 I IRRIGATION PLAN V 19 C C -11 L LEFT BANK PLAN & PROFILE / STA11ON 8 +00 TO 17 +00 7 79 R R -6 I IRRIGATION PLAN VI 20 C C -12 L LEFT BANK PLAN & PROFILE / STATION 17 +00 TO 26 +00 8 80 R R -7 I IRRIGATION PLAN VII 21 C C -13 L LEFT BANK PLAN & PROFILE / STATION 26 +00 TO 35 +20 8 81 R R -8 I IRRIGATION PLAN VIII 22 C C -14 L LEFT BANK PLAN & PROFILE / STATION 35 +20 TO 44 +40 23 C C -15 L LEFT BANK PLAN & PROFILE / STATION 44 +40 TO 51 +00 24 C C -16 L LEFT BANK PLAN & PROFILE / STATION 51 +00 TO 59 +00 25 C C -17 L LEFT BANK PLAN & PROFILE / STATION 59 +00 TO 65 +40 26 C C -18 L LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS 1 27 C C -19 L LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS II 28 C C -20 L LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS III 29 C C -21 L LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS IV 30 C C -22 L LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS V 31 C C -23 L LEFT BANK AIRPORT / DRAINAGE IMPROVEMENTS VI ® 32 C C -24 R RIGHT BANK PLAN &PROFILE /STATION RT10 +00 TO RT16 +80 �� 33 C C -25 R RIGHT BANK PLAN & PROFILE / STATION RT16 +80 TO RT24 +40 ®� � 34 C C -26 R RIGHT BANK PLAN & PROFILE / STATION RT24 +40 TO RT32 +00 35 C C -27 R RIGHT BANK PLAN & PROFILE / STATION RT32 +00 TO RT39 +40 36 C C -28 R RIGHT BANK PLAN & PROFILE / STATION RT39 +40 TO RT46 +80 37 C C -29 R RIGHT BANK PLAN & PROFILE / STATION RT46 +80 TO RT54 +40 38 C C -30 R RIGHT BANK PLAN & PROFILE / STATION RT54 +40 TO RT61 +60 39 C C -31 R RIGHT BANK PLAN & PROFILE / STATION RT61 +60 TO RT67 +20 40 C C -32 R RIGHT BANK PLAN & PROFILE / STATION RT67 +20 TO RT73 +80 41 C C -33 R RIGHT BANK PARK TRAIL PLAN & PROFILE 1 42 C C -34 R RIGHT BANK PARK TRAIL PLAN & PROFILE II 43 C C -35 R RIHGT BANK PARK TRAIL PLAN & PROFILE III 44 C C -36 R RIGHT BANK PARK TRAIL PLAN & PROFILE IV 45 C C -37 R RIGHT BANK PARK TRAIL PLAN & PROFILE V 46 C C -38 R RIGHT BANK PARK TRAIL PLAN & PROFILE VI 47 C C -39 R RIGHT BANK PARK TRAIL PLAN & PROFILE VII 48 C C -40 C CIVIL DETAILS I AS—BUILT 49 C C -41 C CIVIL DETAILS II A 50 C C -42 C CIVIL DETAILS III 51 C C -43 C CIVIL DETAILS IV IF SHEET IS LESS THAN 32' X 21° IT IS A 53 C C -45 C CIVIL DETAILS VI R REDUCED PRINT, REDUCE SCALE ACCORDINGLY 54 C C -46 C CIVIL DETAILS VII U U.S. ARMY ENGINEER DISTRICT, SEATTLE 55 C C -47 C CIVIL DETAILS VIII C CORPS OF ENGINEERS 56 C C -48 C CIVIL DETAILS IX ti FATTH, WASHINGTON 57 C C -49 C CIVIL DETAILS X LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DRAWING INDEX RENTON WAS_ HINGTO1 \J J v A B C 'r -p '=7 4 4 3 U ° 0 O u' LAKE WASHINGTON �0 N NORTH BOEING BRIDGE THE 1 BOEING 1 r,-i w y COMPANY -3p Z PROJECT c AREA j I 3 m �L 0 % L 70 P G 70 F� 1 3 I 0 j � r � C m °o N. GTH STREET J I� npgnn I °J w w II l� RE a SOUTH ATHL IC pn G FIELD = z ( v IDLE - _- -N_4TH ST - � Y STAGING AREA 3 J W 3 w a w / u i r---- - - - - -- \ -rfT AIRPORT WAY 1 I 1 I I z w l � 1 w z � >I W ¢I Q - - -- zl I 0 I J ------- - - - - -- S_ 3RD _ ST - -- �------ - - - - -- \ 2 -k *, / % � / `` k, F 0`d R NARCO DISPOSAL SITE 3 2 LL of s oricwwu CITY OF RENTON HAUL ROUTES ID-2&703 NOTES- 1. STAGING AREAS MAY BE LOCATED WITHIN THE PARK ALONG THE RIGHT BANK. STAGING AREAS MALL ONLY BE LOCATED WITHIN THE PROJECT FOOTPRINT AND AFTER ALL ITEMS MARKED FOR SALVAGE (INCLUDING TREES) HAVE BEEN REMOVED OR PROTECTED. 2. THE STAGING AREA SHOWN NEAR THE SOUTH BOEING BRIDGE IS ON THE AIRPORT EAST PERIMETER ROAD. THE ROAD SHALL BE BARRICADED AND TRAFFIC DETOURED THROUGH THE ADJACENT PARKING AREA PRIOR TO USE 3. USE OF OTHER AREAS FOR STAGING IS SUBJECT TO CDR APPROVAL 4. NARCO SITE MAY BE USED FOR TEMPORARY STOCKPILE OF MATERIALS ONLY NO DISPOSAL OF MATERIALS OF ANY KIND IS ALLOWED. 500' 25W 0 5DO' 1000' i` = 500' 1R14TTT4- AS —BUILT IF SHEET IS LESS THAN 30 X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LOCATION MAP RENT ON WASHINGTOI 9 N I-- N, N, - P >rE D B -99 -0017 E- 19 -1 -70 I 98DEC03 G -3 BRB s 11T 3 SCANNED SEP 13 2002 s i F R 1 ti C 0 RnlqmwL-L 176 f R' ",�S A B C 4 3 2 4 r • NOTES: 1_ SEE PLATES GT -3AND GTf4R EXPLORATION LOGS. 2. SEE PLATE GT-3FOR LEGEND AND ADDITIONAL NOTES. 0-281705 AS —BUILT r =loo 1W 50' 0 100' zoo' IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WAtiHINGTON LOWER CEDAR RIVER FLOOD CONTROL GENERAL LOCATIONS OF EXPLORATION 1 1 • RENTON WASHING IUP 3c D 11iAik v0 B -99 -0017 flTf '+. E- 19 -1 -70 SATE 98DEC03 PLATE GT -1 ALBERT KAISER EE' S 3 LL 176 FR' i 2 ' n �� v -,r a SCAMED SEP 13 2002 1 • A B C 4 3 2 ROLL 176 REnaONS ©ESCRPTIO N NOTES: 1. SEE PLATES GT -3AND GTf*R EXPLORATION LOGS. 2 SEE PLATE GT -3FOR LEGEND AND ADDITIONAL NOTES. o- a8/7ob ►00• 50• 0 too• 200• r = J 0 0 AS —BUILT IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS I SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL GENERAL LOCATIONS OF EXPLORATION II RENTON WASHINGTOI a' .�wianT x0 FlL' x I, DAZE PL> _ D B -99 -0017 E- 19 -1 -70 98DEC03 GT -2 GHBERT ax KARk-K aEEr 6 SCANNtu Ste 13 2ua a a I ► t clo J • LL 176 IF R' �0�9 $IN E A L L L L F B L L C C 4 I 3 ♦ 2 98 -PA -102 98 -PA -103 98 -PA -104 'H' .H. .u. 2o° LL' 17 6 GT -1 AND GTfHR i LOCATIONS. GT - -3FOR LEGEND AND NOTES. AS -BUILT LESS THAN 32' X 21' IT IS A LINT, REDUCE SCALE ACCORDINGLY AY ENGINEER DISTRICT, SEATTLE ORPS OF ENGINEERS SEATTLE, WASHINGTON DAR RIVER FLOOD CONTROL GENERAL PLORATION LOGS II WASHINGTOF 3, niran ry : r no IAI vurz D j B -99 -0017 E- 19 -1 -70 98DEC03 GT -4 nsr.+ GUERT '" KAISER I SHEET 8 /� "A3 ; i"� - � S'i � ea SCArvrvcu JtP 1 3 zfi91 a a J 0 A B C 4 1 3 1 2 T 61 REMAIN, TYPICAL _J ®CEDAR RIVER 8-6, %Q &o1/ri© REMSMS orsci�pnow 1. FOR EXISTING TREE LEGEND SEE PLATE L -1 2. ALL TREES TO BE REMOVED SHALL BE REPLACED AS INDICATED ON LANDSCAPE PLANS. 3. EXISTING TREES EQUAL TO OR LESS THAN 5' CALIPER SHALL BE CAREFULLY REMOVED IN ACCORDANCE WITH SPECIFICATIONS, STOCKPILED, AND RELOCATED AS INDICATED ON LANDSCAPE PLANS AND APPROVED BY THE CONTRACTING OFFICER. 4. REMOVAL OF BLACKBERRY AND KNOTWEED SHALL BE REQUIRED WHERE NOTED ON RIGHT BANK AND ON LEFT BANK BE- TWEEN STA 19 +00 AND LOGAN AVE. EDGE. SEE CLEARING AND GRUBBING SPEC. FOR REMOVAL REQUIREMENTS. FLAGGED NOTES, 1I SAWCUT AND REMOVE EXISTING AC /PCC PAVEMENTS AND CURBS AS SHOWN, TYPICAL OF MANY LOCATIONS. © REMOVE AND REPLACE BOLLARDS IN SAME POSITION IN NEW ROADWAY. MAYBE REUSED IF UNDAMAGED. © REMOVE SECTIONS NECESSARY TO COMPLETE WORK AND REPLACE IN SAME POSITION. REMOVED SECTIONS MAYBE REUSED IF UNDAMAGED. 4f� EXISTING CATCH BASIN — PROTECT. REMOVE EXISTING CATCH BASIN AND PIPING. ® OVERHEAD LIGHT TO BE RELOCATED. REUSE EXISTING FIXTURE, SEE PLATES -33 THROUGFC -39 FOR LOCATIONS. © OVERHEAD LIGHT WITH U/G VAULT TO BE RELOCATED. REUSE EXISTING FIXTURE. ® WOOD AND CONCRETE PARK BENCHES TO BE RELOCATED. PLANKS MAYBE REUSED IF UNDAMAGED AT CONTRACTORS OPTION OR REPLACE WITH SIMILAR. SEE FLATE3_ -2 THREIUGHL -10 FOR NEW LOCATIONS. WOOD AND CONCRETE PICNIC TABLES. PLANKS MAYBE REUSED IF UNDAMAGED AT CONTRACTORS OPTION OR REPLACE WITH SIMILAR. SEE PLATESIL-2 THROUGHL -10 FOR NEW L ❑CATIONS. I � ® EXISTING STORM INTERCEPTOR CATCH BASINS. ® RELOCATE BARBEQUE STANDS TO NEW LOCATIONS Ifs ADJACENT TO NEW PICNIC TABLE LOCATIONS AS i SHOWN ON LANDSCAPE PLANS. NO PARKING SIGNS TO BE REMOVED AND RETURNED TO COR. ® YIELD SIGN TO BE RELOCATED BETWEEN FOOT OF LEVEE AND ROAD. ® LIGHTING VAULT — PROTECT. ® WATER VALVE BOX /CASE — PROTECT. ® FIRE HYDRANT — PROTECT. ®EXISTING TREE TO BE REMOVED, TYP. E _Z C -9 C -1 C -3 C -5 C -7 C —a C -2 C-4 C -6 KEY PLAN "0SCALE AS —BUILT 1._30. 30' 15' 0 30' so' IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINCTON LOWER CEDAR RIVER FLOOD CONTROL LEVELS & FLOODWALLS i i DEMOLITION PLAN I 5' wp - 37 - ltd ROLL 176 Ow.oEo DDa 2 F R 0 019 3 RENTON WASHING I C D B -99- 0017 !; E- 19 -1 -70 98DEC03 C -1 ^k BRB ,x vices 9 SCANNED SEP 13 ZWZ e 0 4 1 3 1 2 REMSIONS DESCRPRM 0 0 0 0 0 U 1 0 SAN Till 24 cl� C la --- --- -- -- ti ry 1— 2421 PROPERTY LINE —IY is 14ETRO 2WEP _vvR0 271RU SAN SAN —SAN —SAN SAN 12 2 A 13" PC man 5" CP 8" PA a a 7 11* PC 0" AR 147 PC b FL; 77 777- PC 11' PC le PC o 1* PC I MN 8" PC BLE TRUNK) 16 A (2) 6" LW %2 Al" II 101- C 5" CP NOTES: 6 6" TRPL C 00v A 1. FOR FLAGGED NOTES LEGEND SEE PLATFC–1 8. 16" 2 SB 2. SEE REFERENCE DRAWINGS R-1 THROUGH R-8 – FOR LOCATION OF EXISTING IRRIGATION IN PARK. an" 8 SEE SPECIFICATIONS FOR REQUIREMENTS FOR mom IRRIGATION AS PART OF THIS PROJECT. --------- 9 F 24" PA 15" AF PC if P PC 5 mom le AF 6' 3. REMOVE EXISTING BOAT LAUNCH RAMP PAVERS .'m son AT NORTH END OF THIS PLATE. REPLACE WITH NEW PAVERS, SEE DETAILS ON PLATEC-47 CLEARING LIMITS REMOVE PCC BOAT LAUNCH PAVERS 4 I co E 1/4 MILE MARKEA. RESET AT NEW LOCATION ALONG REALIGNED TRAIL Kt (TYP 1 OF 4 LOCATIONS) SEE DEATIL ON PLATZPlCLDH _4 B C E D A R R I V E R CLEARING LIMITS a- 28I7OA 4IRPORT PROF LINE ..... .......... -,;-::-i::! L C-9 mii C-1 C-3 C-5 C-7 L C-8 C-2 C-4 C-6 KEY PLAN n' AS—BU!'L.T NO SGALE co 30' 15' 0 30' 60' V 30' 1 �-4 �-4 j� u C cu c IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY cj o I U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON ' {1I }� u - I LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN 11 RENTON WASHINGTO 'o 1) B-99-00'l7 E-19-1-70 � 98DEC03 I C-2 Dk' 8PJ3 I � ET 10 4 3 2 7 SCAilill4ru SEP 13 LuuZ o ft LL 176 F R' 9w, 4 I 0 LL 176 FR n a. 11w 1111W A Cj A co 1 W E� B O r_I 4 1 3 1 2 I AR Q � I ti ~ REVISIONS DSSCPPwnCN NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C -1. 048170C �N I 4 3 2 A n'- /D - SGANNCU SEN 13 cuul ROLL 176 F R r / I � rn� CLEARING L1MI1S � I C -1 C -3 C -5 C -7 C -2 C -4 C -6 I � \ 1 I Lo o / voZ — z z 4 CHAIN LINK FENCE TO o BE RELOCATED AS SHOD/ 3� I I KEY PLAN I 3 o o �P V ` ti VC �— o - l Z lilw FPtN3� o ti I o CiA�ESp BE RELOCATED ' AS SI O15d ]N -PLAWS —� NO SCALE m � - —� V I�c I AS —BUILT C' � � PV 6 "PVC I I 30' 15 O 30' 60' t� � C G "P VC �� ti ti I IF SHEET IS LESS THAN 32° X 21° IT IS A v ' I ' Qj U 3 °' I I REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE j6 PVC o _u _"W pp� >� i I CORPS OF ENGINEERS a I I m �� "'� �� j Irn ^b Cc, b` J 3 a V I- Z Z a I I SEATTLE WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS s I �c , I DEMOLITION PLAN IV r, F'Vr 4 "PVt= I i / RENTON WASHINGTON 3 irvvrtanw rv0 rcE v, DAM 'Ll A oEO D I B -99 -0017 E- 19 -1 -70 98DEC03 C -4 BRB 'MET 12 4 3 2 A n'- /D - SGANNCU SEN 13 cuul ROLL 176 F R r I I I I - F I F �< ' /�rnniai� o I 2— s I 7 (3) —SAN 27'RC1— I ~ REMOVE ABANDONED PIPES UNDER FLOODWALL I PLUG ENDS. > n 4 B � I I I ti I I v I I �a 4 - I 3 i 2 1 1 17/�Jl P 11 1/ 1 1 1 l Il / _90 _ svnie I — I I _ i Y 1• I I I I I i I C I I I I I I i I I I I I -�� -� #, 4 • s ® CEDAR RIVER R LL 176 c— a a.eEo D p<q 2 F n.07 , r mw REMSIONS DESCRIPTION f I I I I I I 'r 1 1 / za' NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C —t 1� Co I w I � I VED j -AIRING DS I O A I Er I ti I -4 i C -9 I Q+ ~ . C —t C -3 C -5 C -7 C -8 /� C -2 C-4 C-6 4 KEY PLAN 1 NO SCALE 1 1 i , �1 - - -� A x —i I i' AS -BUILT 30' 30 15' 0 30' 60' t' = IF MEET IS LESS THAN 32' X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S_ ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN V RENTON WASHINGTON 3c miaT -_l �i I DaiE PLT1E D B -99 -0017 j.,:., E- 19 -1 -70 98DEC03 C -5 D47. BFd3 i a.� 11EEI 13 . /1 - - /7:) SCnrvntu SEP 13 ZuU1 a � 0 C A 1 Lf, Q.' B ti C2 I I C I I I f t I I I I I I 4 .' Twlo -a? - as 4 1 3 1 2 i ROLL 176 FR 09 REVISIONS DESCRIPTION NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C-1. -PA b-?8I*TOE —Z C -9 C -1 C -3 C -5 C -7 C -8 C -2 C-4 C -6 KEY PLAN NO SCALE AS -BUILT 30' 15' 0 30' 60' 1' = 30' I �-j �-i r=4 IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION PLAN VI RENTON WASHINGTO1 D B -99 -0017 i E- 19 -1 -70 98DEC03 C -6 I i osc_u BRBccr i """ 14 A r.. iD " J, ) SCANNED SEP 13 2002 S � 4 i I � ijili'I j' lI Il f A a I / — B N w O E� C I I I 1 I I i I •� SwD-a7_�Q O � ti 3 il ��I —a- � � L X 1- 2 o> r s a° a a° PROTECT OR REMOVE/ RESET GAS LIN M N• �FIP! AF : Wei 2 REVISIONS SYMBOL ZONE aESCRwnoN J I 1 1 \I .1 1 NOTES: \1 1 1. FOR FLAGGED NOTES LEGEND SEE PLATE C -1 . \ \ I — 1 8• -AR JIi 11-11 / ___2F_4 � 1 -SB I Now ___ �o 1 / v 1 1 Q,' ►,a 1(� 1 f —Z C -9 C -1 C -3 C -5 C -7 L I I I I ::: C-8 C -z C-4 C -6 KEY PLAN NO SCALE r ROLL 176 �.oEo DDa 2 FR w n AS —BUILT 30 15' 0 30• 60• IF MEET IS LESS -THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS I DEMOLITION PLAN VII I RENTON WASHINGTOI D 1 B -99 -0017 E- 19 -1 -70 98DEC03 C -7 BRBwEer 15 __-J'/->c SCANNED SEP 13 2002 a � v A 8 C 4 1 3 1 2 ! i OTECT R 1 j` INSET PA K 11 PR ITECT OR REMO` 1` RESET GAS LINE N PR0TEG I � � AWLT CNO BFIPL l N 1 1V -F � I\ 1 � a 1 1 T �-,CL�IN6 iA( LIMITS ~" m -� - Q; '- T� I I CLEARING I�II U I � I j� I % y i i 3 t ROLL 176 FR' LA oEo D Ez�, a 2 ® �P REWaoNS DESCRIPTION NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C-1, �Z C-9 C -t C -3 C -5 ff*c \ KEY PLAN NO SCALE vD, ,v ON Ilk 281710 14 t € - \ _ f \ pit AS -BUILT t' 30' 15' 0 30' 60' = 30' IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U-S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION, PL,N VIII RENTON WASHINGTOI D 6 -99 -0017 I E- 19 -1 -70 I 98DEC03 C -8 ca BRB SHEET 16 SCANNED SEP 13 2002 8 � i F., v C Y \ \ \ \ \ \ \ i 3 t ROLL 176 FR' LA oEo D Ez�, a 2 ® �P REWaoNS DESCRIPTION NOTES: 1. FOR FLAGGED NOTES LEGEND SEE PLATE C-1, �Z C-9 C -t C -3 C -5 ff*c \ KEY PLAN NO SCALE vD, ,v ON Ilk 281710 14 t € - \ _ f \ pit AS -BUILT t' 30' 15' 0 30' 60' = 30' IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U-S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS DEMOLITION, PL,N VIII RENTON WASHINGTOI D 6 -99 -0017 I E- 19 -1 -70 I 98DEC03 C -8 ca BRB SHEET 16 SCANNED SEP 13 2002 8 � i F., v C Y 1 I I I' F, A i D r aI 5wp — 27 -2gq 4 3 yP S�- tG c AS —BUILT 30' 15' 0 30' 60' 1. - 30. / yP1v- \ U.S. ARMY ENGINEER DISTRICT, SEATTLE ' S�• ! SEATTLE. WASHINGTON 4 LOWER CEDAR RIVER FLOOD CONTROL O O V LEVEES & FLOODWALLS Cam-+ i CEDAR RIVER 1. FOR FLAGGED NOTES LEGEND SEE PLATE C -1 DEMOLITION PLAN IX 1G c« °° A •p 'E waE.n:w rvc e N" o.,rz ?lair D I B -99 -0017 I! E- 19- 1- 70198DEC03 C -9 D a n_-csu B ak. I SHEE, 17 2 - ��+'�. �� . �� gip• �}. 0 SP�- ``' `'P °I ° �oQ � I �` tip• PS�QO�Oa 8 10` ` — _ ! _ 1 Q . woo Q 01 R6p10Y EXI TING CURB PROVIDE EAPORY B RRIE 10 G S� % ALONG,\PA G ARE �� \ k. ol� \`= P REMOVE EXISTING PCC SIDEWAL WHERE BERM CROISES Qj \ �I C i I I I aI 5wp — 27 -2gq 4 3 yP S�- tG c sv Q �- O � I/ 1 ' 6 0 �e o REMSIO aS DESCWTION �4 6 `3�• �O � + N Q V Ve� �� JJJ�•R V� QQ :C• GPGPS S�S� � n� E i � —Z C -1 C -3 C -5 C -7 C -2 C -4 C -6 AS —BUILT 30' 15' 0 30' 60' 1. - 30. / yP1v- \ U.S. ARMY ENGINEER DISTRICT, SEATTLE ' S�• 0 SEATTLE. WASHINGTON 4 LOWER CEDAR RIVER FLOOD CONTROL O O LEVEES & FLOODWALLS sv Q �- O � I/ 1 ' 6 0 �e o REMSIO aS DESCWTION �4 6 `3�• �O � + N Q V Ve� �� JJJ�•R V� QQ :C• GPGPS S�S� � n� E i � —Z C -1 C -3 C -5 C -7 C -2 C -4 C -6 R no LL 176 FR 61m; I f l u 1 0 AS —BUILT 30' 15' 0 30' 60' 1. - 30. / MEET IS LESS THAN 3 X 2 IT IS A R S A REDUCED PRINT, REDUCE SCALE ACCORDINGLY \ U.S. ARMY ENGINEER DISTRICT, SEATTLE ' CORPS OF ENGINEERS SEATTLE. WASHINGTON NOTES: LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS 1. FOR FLAGGED NOTES LEGEND SEE PLATE C -1 DEMOLITION PLAN IX RENTON WASHINGTON c« °° A •p 'E waE.n:w rvc e N" o.,rz ?lair D I B -99 -0017 I! E- 19- 1- 70198DEC03 C -9 D a n_-csu B ak. I SHEE, 17 2 R' ��_ `'� �!� SCANNED SFP i R no LL 176 FR 61m; I f l u 1 0 4 /} f' ; SCANNED SEP, 13 2002 1 L� G J 0 RENSIONS SYIABOL ZONE FiESCRPifON GA o —E E BY �I A ' LEVEE P.I. 2 / I I I INSTALL TIDEFLEX DUCK BILL N 185, 425. 90 1 CEDAR RIVER FLAP VALVE. REPAIRf1A(M E 1, 298, 636, 73 / FLOW o PIPE END TO ENSURE PROPER INSTALLATION -NORTH ItiW A OF VALVE i _ -� LEVEE SHOULDER (LEVEE LEVEE P.I. 3 r BOEING . BRIDGE ' U) p -40 %o?� TYPE III, PLATE C/-X0 LEVEE FOOTPRINT N 185, 196. 10 LEVEE P.I. 4 LEVEE P.I. 5 1 1 / E 1, 298, 686. 82 N 184, 905. 38 N 184, 828. 75 I N � r E 1, 298, 748. 38 E 1, 298, 768. 60 U START OF LIE 1 Cn w EA 0#00 N 185, 554. 12 E 11 298, 609. 50 CD MATCH EXISTING GI ktE v ROAD P.I. 1 N 18 552.23 E 1, 298,5 off w 0 / GRADE SHALLOW DRAINAGE TO FN.R1 JRF CONTI i I US / SLOPE TO TOP OF CATCH BASIN -- 22' a r- I R 80 ROAD P.C. � / CD � a; �2' AIRPORT ROAD (REALIG U o 0PEN JOINT l G / GRADE SHALLOW DRAINAGE i 2- . A _ ROAD P.I. 2 / s °� M^ W �_ n j S S�0 E TO OP OF CATCH BAS N � e� AD P.C. to i - -- T' —~ A—METRO i ROAD P.I. 4 �5 24° SS SIPHON J PROTECT ROAD P.I. N 184, 766. 75 N 184, 730. 96 o-- , �` / T �? 1, 298, 740. 80 298, 74b. 751 � E N C13 T. d1, CD ko �. 12'OPEN DINT ! cG i -- i Z Q - PLAN 30' Is' 0 3o ! so wc �. - 30, o 0 co SCALE: 1" = 30' m W � 24 z - W in rcc W - - -- - TOP OF LEVEE w 20 0 15 w - 15 EXISTIN _WP _S 0RM D. N _ 10 5 METRO 24" EXISTING °o °o SS SIPHON 00 AS-BUILT C STATION o+ ± 0 + ° N 0 0 ° o °o ° + o IF SHEET IS LESS THAN 32° X 21° IT IS A ��LL REDUCED PRINT, REDUCE SCALE ACCORDINGLY �- U.S. ARMY ENGINEER DISTRICT, SEATTLE HORIZONTAL SCALE: 1° = 30' CORPS OF ENGINEERS VERTICAL SCALE: 1" = 6' SEarTE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 0 +00 TO 8 +00 KEY PLAN RENTON WASHINGTON NO SCALE 3_ urnw 4 _ v. n.+s aurz SWIP -�7 -283 C a o E» . D Esa a � D B -99 -0017 il E- 19 -1 -70 98DEC03 C -10 _ D a .,.� PWN � �. RRB w[E, is 4 /} f' ; SCANNED SEP, 13 2002 1 L� G J 0 1 s T J s N c 4 I 3 I o • s V 1 AO SCANNED SAP 132002 LL 176 FR' n 4-aii m mw %p s SYMBOL ZONE REVISIONS 1 DESCRIPTION DATE BY MODIFIED PER AS -BURT INFORMATION 7/200T R,M I I II I i FLOW CEDAR RIVER l i it 1 ; I I I 94- LEVEE P.I. 6 ° LEVEE P.I. 7 p 2 Q LEVEE SHOULDER (LEVEE TYPE III, PLATE C -40) N 184, 513, 20 E 1, 298, 833. 32 LEVEE FOOTPRINT, SEE Q PLATE C -40 N 184, 227. 82 E 1, 298, 897. 38 1 = 1RPi7R T PRrjF I N_ 'ter 3hn i 1 N rt' O ON 1 - ; m GORADE SHA AINAGE SWALE GRADE B E LINE GRADE S AGE SWA TYPE II C -B, TOP EL 1&0 p ADE SHALLOW DRAINAGE SWALE TOP F CAT BA o 0 N N o N US SLOPE O N TOP OF CAT ASIN p m" p LE E 15.6 W l W 15.7 N 184' 9T 76 0 ENSURE CON�pTI�NUOUS SLOPE TO ( N � TOP OF CATCH BIRSIN 1 - - ^N p 0 0 ,o 1 I nLo 2 a ca (U tJ c� T c? cq 1 I- Co. v � C � voo � � \ � ° O (� �3�� ! Q `, o ev 3 � �' 1 �, �? CD CID cl) I— I N 7� ! o� a PLAN 30' 15' 0 30' 1' 60' a I— 75; 1 SCALE: 1" = 30' 101, = 30' i- °� ° to N I Q � 1 30 0 C) + 00 m N a c- 25 — IQ N N o w S Fo 20 Or - -- °- -- O. J w N 15 _ FYI JCRFrF r m - STORM )RAIN o 10 N N N N STATION Cl + °o °o °o a° ° o o o N w m o+ + + N + + M o p �+? N AS —BUILT + N IF MEET IS LESS THAN 32° X 21° PIS A • 1 REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS HORIZONTAL SCALE: 1" = 30' SEATTEL WASHINGTON VERTICAL SCALE: 1° = 6' LOWER CEDAR RIVER FLOOD CONTROL I LEVEES & FLOODWALLS 9 LEFT BANK PLAN & PROFILE STATION 8 +00 TO 17 +00 RENTON WASHINGTON V~,o .2� -2v c`ES KEY PLAN Nh., ._,� D B -99 -0017 ELBRB 0 98DEC03 I C -11 AL o R...° ,V 0- pym ! K wEE' 1 9 • s V 1 AO SCANNED SAP 132002 LL 176 FR' n 4-aii m mw %p s A B 4 NOTES: 1. AIRPORT ASOS WEATHER /COMMUNICATIONS / RADIO EQUIPMENT - PROTECT. 2. CONTRACTOR SHALL CLOSELY COORDINATE WITH COE FIELD REPRESENTATIVE WHEN LOCATING FLOODWALL BEHIND SMALL PLANE HANGARS TO ENSURE ADEQUATE TAXIWAY CLEARANCE FOR PLANES ACCESSING HANGARS. 3 2 j FLOODWALL, SEE C rl + PLATE S -3 +O O O O P -0_ `p t 3 c'? �n 3 183, 137. a� Er 1, E? �u7o m rn vi vi olz_ U �ZZ 1 2r73 p o cd " CD 1 Q o W!` 21 Q4O �(v� cam_ a, 2 w p m Ww HANGARS U 1 C�Q3 0` 10 � t 1 LJ T I z o 0 s 6'PV u 6�PVC 1 (U 0�; t (A C N It 6'PVC k 4.pvC SMALL I iL PLANE HANGARS I �I6-pVC m 1 _\Z\ P1 AN M. Ts n yr ar di ja,7'A 1 1 1 i REVISIONS SYMBOL Z ZONE D DESCRIPTION 6 641E B BY r,TOOITIED PER AS -BUILT INFORUAnON [ [ 7/2001 a au TYPE I C -B � 1 FOOTPRINT Z ti a s RERAIR PIPE END TO ALLOW N O WA LL P.I. 1 N 183, 511, 70 FLOW T CEDAR RIVER P �p + INSTALLAl10N OF VALVE (TIDEFLEX VALVE WILL FLOODWALL P.I. 2 E EXTEND PIPE END AND B FLOODWALL P.I. 3 C BE FURNISHED BY GOVERNMENT - ❑ Z3 — n E 183,323.33 B BILL FLAP VALVE N N 183, 224. 44 3 Ty TYPE I I C -B S SEE NOTE 2 GRADetS ALL DRAT E SWALE o` TO ENSURE C NTINUOSLOPE TO o� 3 SEE NOTE 1 r I E 1, 2 86. 42 TOP OF CATC BASIN 2 4: Z ! I J I r m C� EXISTING � �a U F— UNDER - APPROX. 1' BEL OUND AtSIENNA EXISTING GRADE o3 1 Q 0 n 1 1 1 i E ~ 1 1 -40 Y 0 w Z TYPE I C -B � 1 FOOTPRINT Z ti a s LEVEE P.I. 9 N 183, 680. 38 E 1, 299, 032. 22 N O WA LL P.I. 1 N 183, 511, 70 �p + , 2 083. 22 ❑ Z3 — LEVEE SHOU (LEVEE I m a— LEVEE .1. 8 r 1 N 1 3, 841. 93 GRADetS ALL DRAT E SWALE o` TO ENSURE C NTINUOSLOPE TO o� 3 SEE NOTE 1 r I E 1, 2 86. 42 TOP OF CATC BASIN 2 4: Z ! I J I r m C� EXISTING � �a U F— UNDER - APPROX. 1' BEL OUND AtSIENNA EXISTING GRADE o3 1 Q 0 n 30 25 z 20 w w 15 I 10 0 I STATION C swp -s'_ 2817 �w s 0 + m 0 0 3 N CD CD + ° 0 0 N N N N AS —BUILT N IF MEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE U-S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS HORIZONTAL SCALE: 11" = 30' �"�— SEATTLE. WASHINGTON SCALE: 1" = 6' LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 17 +00 TO 26 +00 RENTON WASHINGT% ��o 0 KEY PLAN X11 xl, `E NO SCALE D B -99 -0017 E- 19 -1 -70 98DEC03 C -12 PWN a Py1y I 20 2 IA7 Gam/ �'Y SCANNED SEP 13 2002 � 8 l Q3 V 0 8 C 4 3 1 REMS;ONS SYMBOL ZONE DESCRIPTION BY MODIFIED PER AS -BUILT INFORMATION 7 /1OD4 .9V/ [pII I 1 --1 -- -- - - -- _ _ TYPE I CB �_ -- - -- - - - - -- -- -- / CEDAR RIVER 1 I FLOODWALL P.I. 5 N 182, 947. 07 1 E i, 299, 227. 91 FLOODWALL SEE N N _I J oo �- - + ROAD P.I. 3 + ______ ,___ CD N 182,827 45 O E 1, 299 237.7 FLOODWALL P.I. 7 FLOODWALL P.I. 6 E 1, 299, 265, 06 3 N 182, 769. 59 E 1, 299, 270, 89 N f FLOW • ¢ x E�� EMBED SHEETPILE IN LEVEE W v>e TO EDGE OF ROADWAY 2 ti LEVEE FOOTP INT > i ROAD P.I. 6 ! N 182,287.62 q 1 E 1,299,352.07 0 = 1 q z> ! ti ROAD P p PC W — - J I ` CO. a RO CB— ' 0- _ MAU - - -- a� R 80' - a� m m c- dt cd c'3 CD R 200 - -g AD or 1 ®— o - RO, r�- N N N ROAD P.T. "' °� via � - _ N �p ROAD P.T. VEE TYPE i LATE -- mf TYPE I CB v p o - - -- �' - ROAD P.T. S - -�- S PLA -45-OR PAVEMENT t ROAD P.I. 2 cn W ROAD .. ROAD bm aIj �2 R 60' N 182, 906. N 182, 758, 43 q cw� J E 1, 299, 207. 41 E 1, 299, 253, 91 N 182, 697 . 29 FENCE REM V d�N T EINSTA 1 T, s a IQ E 1, 299, 249. 61 ABAODONED KOAD - ( ROAD P.I. 1 o 1 2, 4, � � o E 1,299, 150.14 PLANO� l w — SCALE: 1° = 30' L� o W" O CD 40 �� i t' = 30 N a N ROAD P.C. 1 N R 100' o 1.7 182, 61 S10 m —40 E 24'VC ABA OAD P. _ ASS ROSE N �z N V ! 30' 15' 0 30' 60 ° I _2 14715 M N Q —J ui 30 - > w z 25 Z 0 20 w -- - — - - -- - -- 15 XISANG , 4 (IN T NOT �� - - - - — 10 o Q� CD °' J w AND ED STATION o o + o 0 0 0 0 0 0 0 + AS -BUILT + n n IF SHEET IS LESS THAN 32° X 21° IT IS A M REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE PROFILE �'—�— CORPS OF ENGINEERS SEATTLE. WASHINGTON HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1° = 6' LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 26 +00 TO 35 +20 _ Sw 9.� RENTON WASHINGTON KEY PLAN v, . -- DAU oar No SCALE D B -99 -0017 E- 19 -1 -70 98DEC03 C -13 J/ �a e D a o a PWN BRB 21 ROLL 176 FR' 705 `r/ ? /S SCANlVEO SEP 13 2002 s � I �T ti �l V v t 4 I A FLOODWALL P.I. 8 ROAD P.I. 9 INSTALL TIDEFLEX DUCK N 182,030.21/ 0 BILL FLAP VALVE N 182, 135. 27 E 1, 299, 422. 1 E 1,299,401.50i FLOODWALL P.I. 10 I N 181, 988, 17 1 E 1, 299, 449. 11 jROAD P.C. z ! FLOODWALL P.I. 9 v q N 182 109. 62 ROAD P.T. Z a FLOODWALL P.I. 11 I , C"� m Cr1 N , 99 181, 877-23 � ! LEVEE FOOTPRINT+ A ~ 299-,457. 83 v O a PLA Liu Y 200' R 200' — — 22 _ ROAD -P C. n - _ D R 200 A- ' N 182, 119. 22 U O O ff. E SHALLD 3 ROAD P.I. 10 1 1 DR NAGE SW N 181, 872. 17 TO ENSURE C UOUS GRADE S 1 E 11299,44 4 41 1 SL PE TO TOP SWALE T ENSU °CONTI C CH BASIN SLOPE T TOP OF CATCH �A IN i II C -B, TOP EL 19.5 1 I E15,IEW15.1 I 1 18, 85. 0--- U ( 99, 401. 35 35 30 25 20 15 10 0 F= Q C W 3 2 CEDAR RIVER FLOW ID f 24'VC -ABA r s 2 a d a -P N REMS1ONS DESCRPTIM DACE Bx MODIFIED PER AS -BUILT IWORUATION I 7 /2= .nU GRADE SHALLOW DRAINAGE SWALE TO ENSURE CONTINUOUS SLOPE TO TOP Of CATCH BASIN 1 I I FLOODWALL P.I. 14 N 181, 310. 15 E 1, 299, 601. 69 SEE (P,,- # +__ c I� r a e ence �� 24'VC -ABAN SS °o I I a1 I Il PLAN J 30' 15' 0 30' 60' J 1" = 1' - o 3 SCALE 30' IUTH cu m N AS —BUILT + Ir�j M - `t V_ N d !�I'F SHEET IS LESS THAN 32° X 21° IT IS A , REDUCED PRINT, REDUCE SCALE ACCORDINGLY N «!;' BOEING DRAINAGE O _ i* SLOPE TO TOP OF CATCH PROFILE LOWER CEDAR RIVER FLOOD CONTROL HORIZONTAL SCALE: 1" = 30' —�C— WALL VERTICAL SCALE: 1" = 6' LEFT BANK PLAN & PROFILE i STATION 35 ±20 TO 44 +00 RENTON WASHINGTOP KEY PLAN IT-,. �' p ,. oal TE c >A gES a..n..c NO SCALE _D I B -99 -0017 E- 19 -1 -70 98DECO3 C -14 95:: PVVN C BRB 5 EEl 3 " ' J IF 42 iiy'rl imam 176 FR' le:6 a — N 2 CEDAR RIVER FLOW ID f 24'VC -ABA r s 2 a d a -P N REMS1ONS DESCRPTIM DACE Bx MODIFIED PER AS -BUILT IWORUATION I 7 /2= .nU GRADE SHALLOW DRAINAGE SWALE TO ENSURE CONTINUOUS SLOPE TO TOP Of CATCH BASIN 1 I I FLOODWALL P.I. 14 N 181, 310. 15 E 1, 299, 601. 69 SEE (P,,- # +__ c I� r a e ence �� 24'VC -ABAN SS °o I I a1 I Il PLAN J 30' 15' 0 30' 60' J 1" = 1' - o 3 SCALE 30' z cu m N AS —BUILT + Ir�j M - `t V_ N d !�I'F SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY N M O _ rn SEATTLE. WASHINGTON PROFILE LOWER CEDAR RIVER FLOOD CONTROL HORIZONTAL SCALE: 1" = 30' F—Ft= WALL VERTICAL SCALE: 1" = 6' LEFT BANK PLAN & PROFILE STATION 35 ±20 TO 44 +00 RENTON WASHINGTOP KEY PLAN IT-,. �' p ,. oal TE c >A gES a..n..c NO SCALE _D I B -99 -0017 E- 19 -1 -70 98DECO3 C -14 95:: PVVN C BRB 5 EEl 3 " ' J ZL �- '� - ' =n �� ,6 SCANNED SEP 13 2002 M 176 FR' le:6 a — N — — J NG GROUND 'A - - - -- - PL TES 2 JAI I UN L STATION NOTES: 1. ROADWAY FROM STA 35 +10 THROUGH 38 +00 TO BE GRADED TO WEST AT 2% TO DIRECT RUNOFF TO LANDWARD SIDE OF LEVEE. 2. RIVER ACCESS POINTS TO SERVE AS FUTURE MAINTENANCE DREDGE ACCESS POINTS. TO BE GRADED AND HARDENED TO FACILITATE MAINTENANCE EQUIPMENT ACCESS. 4 J Ia ! M + N N + N AS —BUILT + Ir�j M - `t V_ N d !�I'F SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON PROFILE LOWER CEDAR RIVER FLOOD CONTROL HORIZONTAL SCALE: 1" = 30' LEVEES & FLOODWALLS VERTICAL SCALE: 1" = 6' LEFT BANK PLAN & PROFILE STATION 35 ±20 TO 44 +00 RENTON WASHINGTOP KEY PLAN IT-,. �' p ,. oal TE c >A gES a..n..c NO SCALE _D I B -99 -0017 E- 19 -1 -70 98DECO3 C -14 95:: PVVN C BRB 5 EEl 3 " ' 2 ZL �- '� - ' =n �� ,6 SCANNED SEP 13 2002 R LL 176 FR' le:6 a 0 A B 4 3 EXTEND AND INSTALL 2 REVISIONS -- DESCWWN � DATE € BY UODI EO PER AS -BUILT INFORUAnoN � z/— I — 35 30 25 z 4 20 w 15 10 STATION o °v C ®�Z PLAN 30' 15' 0 30' 60' SCALE: 1° = 30' 1' = 30' ov e' Sw,® -27 - 28i7 4 3 ® s o- aai7i7 'LAS: 16 0 + `F - °o CD + C AS -BUILT PROFILE IF SHEET IS LESS THAN 32° X 21° IT IS A REU.S E ARMNTENGDNEER CDISTRICT, ACCORDINGLY SCALE: 1° = 30' SEATTLE VERTICAL VERTICAL SCALE: 1" = 6' �_ CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 44 ±00 TO 51 +00 KEY PLAN_ RENTON WASHINGTON w,,,,r.Y: ��, 1 __ I, E w, NO SCALE D 1 B -99 -0017 �` E- 19 -1 -70 98DEC03 C -15 PWN BRB aE� 23 SCANNED SEP 19 2002 e A 176 FR' 11OW7 E C 4 3 1 SCANNED SEP 13 2002 8 � "J Qj C!� 0 SYMBOL ZONE REVISIONS DESCt WON DATE BY MODIFIED PEP AS -SILT IWORMARON 7/2001 AM ` 20 CEDAR RIVER LEVEE P.I. 10 \ \ LEVEE FOOTPRINT s �� x MATCH EXISTING GRADE ��g FLOW INSTALL TIDEFLEX DUCK BILL FLAP VALVE N 180, 283. 01 E 1, 300, 139. 43 �� q� cl \ \ - �2' jJ ATTACH GUY WIRES TO TOP OF OODWALL P.I. N 180, 352. 08 sz •liter FLOODWALL P.I. 18 N 180, 592. 72 TYPE II C -B, TOP EL 20.0 IE E 17.4, IF W 17.5 FLOODWALL AS SHOWN ON PLATEC -43 E 1, 300, 077. 24 T� E 1, 299, 874. 74 N 180,585 44 E 1, 299, 873. 11 FL WA FLOODWALL P.I. 19 SEE P TES -3 N 180, 519. 25 + / a Cn E 1,299,9 �- SHOU P I. 1 o� I 40 C( 480,183. \ \ -- ® 6• E 0, 10. 5 S v GRADE SSW �RAI[4AG� SiMA1E GRADE SHALLOW DRAT SWALE T TINUOU S FL TOP OF C&CH — _ 0Rt TiN S F AN TOP OF CA Zto- ql \ \ 24 \ ¢ PLAN 30Y 15• 0 30' SCALE: 1" = 30' ,• = 30' 60' X a C¢ s 281718 A, •fl, J nks Eto m ^ ~ (O F Q Y JJ Q D + WQ �W 35 -- nk Z -w M TOP OF PCC CURB WALL 0.249 > w Lank ----rcnyr Ed 11211 z 30 Q > w J - _ - -- w __ i 25 20 ,o - _._ M7 nk 15 24° EXISTING DIP STATION °o + C) °o °o o SW OUTFALL O O O N + t + Ul L + O Lo O co O cl -)S -BUTLT Ul IF SHEET IS LESS THAN 32° X 21° IT IS A PROFILE REDUCED PRINT, REDUCE SCALE ACCORDINGLY HORIZONTAL SCALE: 1° = 30' U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS VERTICAL SCALE: 1" = 6' SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 51 +00 TO 59 +00 KEY PLAN RENTON WASHINGTON NO SCALE o+h PLAT D B -99 -0017 E- 19 -1 -70 98DEC03 C -16 A _ MIN -A 9RB aee' 24 1 SCANNED SEP 13 2002 8 � "J Qj C!� 0 A B 4 3 2 REMSIONS DESCRprou DA? BY WOOD PER AS —BMT IWORUAAON f 7(1AO1 p. " IR 40 35 z Q 30 w 25 20 C I STATION o 0 C) c0 00 + + + N co 10 co PROFILE 0-28/719 -- -- -- — V 0 C NOTES- 1 1. WHEN CONSTRUCTING LANDSCAPING BERM, CONTRACTOR SHALL TAKE UTMOST CARE TO PROTECT EXISTING SURFACE DRAINAGE AND LANDSCAPING FEATURES. THESE FEATURES MALL BE REPLACED AT CONTRACTOR'S EXPENSE IF DAMAGED OR DESTROYED. 2. NEW CURB AT LOCATION OF EXISTING CURB. — 3UILD TO DESIGN ELEVATION SHOWN IN PROFILE. SEE PLATE C -4 -FOR DETAIL 3. FOR LANDSCAPE BERM/PATH CROSSING DETAIL, SEE PLATE C -45 0 0 AS —BUILT 0 + 10 + t 10 + + IF SHEET IS LESS THAN 32° X 21° IT IS A 10 10 n 10 REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS �_ATTL. WASHINCTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK PLAN & PROFILE STATION 59 +00 r0 65 +40 RENTON WASHINGTOP KEY PLAN „,, — oar P,A7 c i EO 0 D B -99 -0017 E- 19 -1 -70 j 98DEC03 C -17 Esa . 0 a..r NO SCALE 3— PWN � aK BR9 I s"eei 25 2 SCAaroED SEP -13 2002 F R 'Is V 0 C 4 A --- - - - - -- -- EDGE B -- - C 3 TO TOP OF CATCH BA IN L': P 2� L _ a — – VV =lj� GENERAL NOTES APPLICABLE TO PLATES C -18 ,C -19 C -20 C -21 C -22 C -23 C -49 , 1. ALL ASPECTS OF WORK INCLUDED IN THIS PROJECT SHALL BE GOVERNED BY AND IN COMPLIANCE WITH FEDERAL AVIATION ADMINISTRATION GUIDELINES AND REGULATIONS. 2. AIRPORT NAVIGATIONAL AID FIXTURE BASES, ELECTRICAL HAND HOLES (NOT SHOWN), AND FIXED DRAINAGE AND UTILITY FEATURES SHALL BE PROTECTED WHERE ENCOUNTERED, UNLESS NOTED OTHERWISE. RE– CONTOUR SURFACE AROUND FIXTURES TO SLOPE AWAY FROM FIXTURE BASE AS SHOWN ON PLATE C -49OR LIGHT CAN FIXTURE. 3. AFTER RE– GRADING, GRASSED SAFETY AREAS SHALL BE SEEDED WITH WESTERN YARROW AND LUPIN SEED MIX. 4. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ARE EXISTING AND APPROXIMATE. swP�2 %�r8�% 4 o d 5. WHEN GRADING GRASSED SAFETY AREAS, CONTRACTOR SHALL PROTECT ALL EXISTING AIRPORT SURFACE FEATURES. DAMAGED EQUIPMENT SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 6. GRASS SOD WITHIN REGRADED SAFETY AREAS SHALL BE BELOW THE SURFACE OF ADJACENT PAVEMENT TO FACILITATE SHEET FLOW OF WATER ACROSS PAVEMENT ONTO GRASS. SEE PLATE M -3 FOR RUNWAY /TAXIWAY PAVEMENT AND GRASSED SAFETY AREA INTERFACE. 7. RIVER SEDIMENT ACCUMULATED ON GRASSED SAFETY AREAS DURING PREVIOUS HIGH WATER EVENTS SHALL BE REMOVED AND DISPOSED OF OFF SITE. 3 TYPE II C -8,TOP EL 18.0, IEE16.1.IEW N 184, 998. 98 E 1, 298, 641. 94 PLAN SCALE: 1" = 30' 2 1. - 30, 30' 15' 0 30' 60' A.oEo Opq 2 FR 110 REMSIONS MSCRIPTION A[e BY MODIFIED PER AS —BUILT INFORMATION I'� 7 /—T jum i L I T 1 �1 1 Q O Z 1 � 'FN 1 I U t 1 Q O- 28I7IA AS -BUILT IF SHEET IS LESS THAN 32' X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS I RENTON WASHINGTOI D 131-99 –`0017 0 E- 19 -1 -70 �98DEC03 C-18 N PAN °" BRB -EE' 26 i SCANNED SEP 13 2002 s i v 1 A B 4 NOTES: 1. GRADE SHALLOW DRAINAGE SWALE TO ENSURE CONTINUOUS 3% MAX) SLOPE TO TOP OF CATCH BASIN. 2. THIS AREA CONTAINS 18 NDB RADIALS, 60' IN LENGTH APPROXIMATELY 1' BELOW GROUND SURFACE. THIS AREA SHALL NOT BE DISTURBED DURING RE— GRADING ACTIVITIES. 3. EXISTING TAXIWAY PAVING TO BE REMOVED. REGRADE AREA AS SHOWN. 4. REMOVE EXISTING CATCH BASIN AND ASSOCIATED, 450 SLOPED ASPHALT PATCH. INSTALL 12' CONCRETE CONNECTOR PIPE TO JOIN EXISTING PIPE ENDS, THEN BACKFILL TO MATCH SURROUNDING GRADE. 5. ADD COLLAR TO ADJUST TOP OF EXISTING CATCH BASIN TO MATCH SURROUNDING GRADE. REMOVE n.— M n ADIA- 3 2 _ WMSIONS DESCRIPTION DATE BY MODIFIED PER AS -BUILT INFORMATION 71200E I JW C I 5--f -J7- a8 4 s PLAN SCALE: 1" = 30' 3 1" = 30. 30' 15' 0 30' 60' OA �oEo �Da 2 FR a 1-1-1 IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES AND FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS II RENTON WASHINGTOI � N\9—Lw "o _ NI en>E vl_,rz D B -99 -0017 E- 19 -1 -70 98DEC03 C -19 o PWN BRB -IT 27 SCANNED SEP 13 2002 a � V 1 A B C 4 1 3 2 woks XiAA -a7- NOTES: 1. THIS AREA CONTAINS 18 NDB RADIALS, 60' IN LENGTH APPROXIMATELY 1' BELOW -GRAD 30' 15' 0 30' 60' 1" BEODISTUREBEDCDURI GI RE NG ACTIVITIES. PLAN 2. GRADE AREAS SHOWN ON EACH SIDE SCALE: 1" = 30' OF GRADE BREAK TO ENSURE CONTINUOUS (3% MAX) SLOPE TO TOP OF EXISTING CATCH BASIN. O ROLL 176 FR' 112 IF SHEET IS LESS THAN 32° X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S_ ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS III RENTON WASHINGTOI Tnr no sic uo oorz j aLA7 D B -99 -0017 E- 19 -1 -70 98DEC03 IC-20 PWN BRB ET 28 SCANNED SEP 13 2002 e 0 v I .1 4 3 2 REVISIONS ■ SYMBOL ZONE DESCRIPTION DATE BY MODRED PER AS —BUILT INFOP,MATION �I E/2001 .AY 1 APPROXIMATE DEIJNEATION OF LANDWARD TOE OF LEVEE. BEGIN GRADING A EDGE- OELEVEE TOE 1 + — W A 1 SOW / 12C 4'VC ARM 1 � r 1 i / GRADE REAK j o AC I ROADS ti ti \\ o� SEE DEMOLITION PLAN 0,\ TYPE C -B, TOP EL �� 316 EDGE OF AIRCRAFT 19.0 /IE E 15. 5, IE W 15.6 °Z c+ ^ ANN AIRCRAFT I_ PARKING APRON N / 182, 531. 48 y \ �?CQ E111, 299, 212. 70 `l� 3 O / r ` Q 1 / GE ASPPALT NOTE 2 SURFACE i 1 .v SEE NOTE 2 Q I i ti 1 0 I i o o I � COMPASS ROSE { I W it-7— o I (ASPHALT SUftfACE) ~ 1 I / il / a� OF TAXIWAY SEE \ / ED OF AIRCRAFT EIS NG CATCH �� V �� AP ON L I SI \ / B � j I —� ❑ SEE OTE i OF TAXIWAY i �2 —J _71d FLOW i i 1 _ F�0 12 "C i ro Z EXISTING CATCH a GRADE BREAK mil BASIN ! GRADE BREAK I SEE TE �� _ �' , ��-❑ i � Avg, i �= - -- SEE NOTE 1 ! i� I i 1 � I -- ED OF TAXIWAY / SEE OTE 1 I / 15 QF-Er i I \ f I i - 1 -------- - - - - -- -1 AS -BUILT NOTES: EDGE OF RUNWAY C IF SHEET IS LESS THAN 32° X 21° IT IS A 1. GRADE AREA TO ENSURE CONTINUOUS _- - - - - -_ i REDUCED PRINT, REDUCE SCALE ACCORDINGLY 23 GRADE SHALLOW DRAINAGESWALE cnrcu -= ❑TNT \ �� tV U.S. ARMY ENGINEER DISTRICT, SEATTLE BASIN. EXISTING ❑pF A p t �i� CORPS OF ENGINEERS TO ENSURE CONTINUOUS (3% MAX) SLOPE �i I TO TOP OF CATCH BASIN. / SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL 3. CONCRETE I 'oi LEVEES & FLOODWALLS GROUND SURFACE ASHALL SLOPE AWAY (% MAX) PLAN �_`e FROM INDICATORS. VERTICAL DROP BETWEEN LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS IV EDGE OF INDICATORS AND SOD SHALL BE 1.5 °. NOT TO SCALE 30' 15' 0 30' 60' 4. LOWER TOP ELEVATION OF EXISTING CATCH 1' = 30' 1 RENTON WASHINGTON BASIN TO MATCH SURROUNDING GRADE. - c«a �a D B -99 -0017 E- 19 -1 -70 98DEC03 j C -21 A oee Swr n PWN aK BRB wee. 29 4 3 2 f3 SCANNED SEP t s2n e2 R"L-L 176 FR' 4 I 1 J 1 i A B C 1 NOTES: 1. GRADE AREA TO ENSURE CONTINUOUS (3% MAX) SLOPE TO TOP OF EXISTING CATCH BASIN. 2. EXISTING ASPHALT DUST COVER (2" THICK) TO REMAIN. BEGIN GRADING AT EDGE OF AC DUST COVER. Jwp -t7-2E$�% 4 3 2 REMSIONS DESCRPTION DATE BY WOOFED PER AS -BURT IWORVAMN 7/2W7 .Au PLAN SCALE: 1" = 30' ROIL 176 ` ° f EDGE OF TAXI 'a ' z SEE _ r _ _ �r -_ -- _ llr J _ Q) 3 - -� ^ STING CA z z p BASIN. PROTECT � 201 NE BASIN.) I 8 "C P 1 IN OTE 2 o� I ^ �3 o t ^�_o tw j !� no SEE NOTE I I w FLOW _ I 11 ICS EDGE OF RUNWAY 1 AS -BUILT IF SKEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS V 30' 15' 0 30' 60' � RENTON WASHINGTOP s7 —. rvr LIlE 1 —T D B -99 -0017 E- 19 -1 -70 98DECO3 C -22 App o a_: oscrv. PWN °'" BRB s+EEi 30 2 '4 /3 . /D - -?'pi' /E SCANNED SEP 13 2002 6 9 0 A B 4 2 NOTES: C 1. EXISTING ASPHALT DUST COVER (2" THICK) TO REMAIN. BEGIN GRADING e A— EDGE OF AC DUST COVER. 1 2. GRADE AREA TO ENSURE CONTINUOUS (3% MAX) SLOPE TO TOP OF EXISTING CATCH BASIN. PLAN SCALE: 1" = 30' SwA- 2J�ag.7 4 3 LL 176 o • 30' 15' 0 30' 60' 1' = 30' s, T. C, 2 FR 1115 s s AS -BUILT IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEFT BANK AIRPORT DRAINAGE IMPROVEMENTS V! RENTON WASHINGTOP 71 i ai« D I B -99 -0017 E- 19 -1 -70 98DEC03 C -23 ° PVM — BRB -IT 31 SCANNED SEP 13 2002 8 � 1 ti 1 A 3 C 4 �illi� L; m f 1 ?D3130 h h 9 7 3 h N 2 O 30 20 0 0 0 SCALE: 1° = 30' z U H I.J i� mIn II "17 4 • i 0 0 fkf 0 M 3 €EMSFONS MODIFIED PER �R ETT INFORMATION ! 712051 p JLM NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE, N. AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. CONTOUR INTERVAL IS ONE FOOT. 2. ROAD AND TRAIL LAYOUT INFORMATION IS SHOWN ON PLATES C- 331HROUGH C -39 0,481*720 AS -BUILT , O coo 30' 15 0 30' 60' I— I— 1° — 30' of af IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S_ ARMY ENGINEER DISTRICT, SEATTLE P R O F I L F ��Z C -32 CORPS OF ENGINEERS SEATTLE, WASHINGTON C -24 C -26 C-28 C -30 LOWER CEDAR RIVER FLOOD CONTROL C -31 LEVEES & FLOODWALLS C -25 C -27 C -29 RIGHT BANK PLAN & PROFILE STATION RT10 +00 TO RT16 +80 RENTON WASHINGTON KEYPLAN I � 11E° fah FIFE c °w "oEO NO SCALE B -99 -0017 E- 19 -1 -70 98DEC03 C -24 D s s BRB aK Er 32 2'1: - -z / 2 � SCANNED SEP 13 20111 LL 176 � 8 � IR 1 It A B c 4 I 3 l RENSIONS h M Z Z Less 1so � P. I. 8 Z = 19:51,19- ' LT EXT NDED CURB ( TYP) I N 184, 743, 85 D �8 11 S0' — �l E 1, 299, 052. 30 R = 1500, 25' SEE SOHEET 54 5.98' N 84, 48 , 8 / -- — 20 E 1, — -- p ci 184,861. — + - -- RT 21+00 RT 1 + R 1 zs �� D: -- — _ - - -- s71 - �299 R 1I7 5;19394 � j '5191 �� I 512 I 1_� 5275 R = 453.55' L = 106. 46' END AC PAVEMENT ELEV. P I 9 I BEGIN BRAT LAUNCH RAMP N 184,624.02 I SEE DETAILS PLATE/.P- CLDI E 1, 299, 058. 73 PLAN SCALE: 1" = 30' i 30 20 0 0 0 n C 2 I OD F_ 0 H_ o F OD r N � t+ X p X .-. p W p W F- (y) F H M I W cu w W (U W 2-5 LE IEE ?BUILD W W f � 0 0 m O_ 0 0 N fif 0 0 N 0 N fif AS —BUILT r7 30' 15 0 30' 60' N N i' _ 3C. H F IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS _Z C -32 SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL C -24 C -26 C -28 C -30 LEVEES & FLOODWALLS C -31 RIGHT BANK PLAN & PROFILE C -25 C -27 C -29 STATION RT16 +80 TO RT24 +40 RENTON WASHINGTOP "-0017 -11, KEY PLAN oar =:a c A Eo D i B -99 E- 19 -1 -70 98DEC03 C -25 NO SCALE Dtt BRB aK uEE1 33 2 _ r/ - ' SCANNED SEP 13 2002 : e FR I 17 z 5 V v RENSIONS h M SYMBOL ZONE OESCR&TfON MOOIRED PER AS -BURT INFORMATION o o lc"T- 7L I T I� U-a El- N � Q s7-17,45' R = 16. 42' F' - P. I. 12 h w E 1,299,183.56 P. 82 E 1, 299, . 3 I OD F_ 0 H_ o F OD r N � t+ X p X .-. p W p W F- (y) F H M I W cu w W (U W 2-5 LE IEE ?BUILD W W f � 0 0 m O_ 0 0 N fif 0 0 N 0 N fif AS —BUILT r7 30' 15 0 30' 60' N N i' _ 3C. H F IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS _Z C -32 SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL C -24 C -26 C -28 C -30 LEVEES & FLOODWALLS C -31 RIGHT BANK PLAN & PROFILE C -25 C -27 C -29 STATION RT16 +80 TO RT24 +40 RENTON WASHINGTOP "-0017 -11, KEY PLAN oar =:a c A Eo D i B -99 E- 19 -1 -70 98DEC03 C -25 NO SCALE Dtt BRB aK uEE1 33 2 _ r/ - ' SCANNED SEP 13 2002 : e FR I 17 z 5 V v A B C 4 I 3 0 0� o f1. It OF] Fl 2 F x.299,150 2 REMSONS SYNBOL ONE DESCRPRON DATE BY u001Bm PER AS -BmLT iNFOR.T10. I a /cos aae B NOTES- 1. FOR CATCH BASIN AND GRATE AT RESTROOM, USE ONE REMOVED FROM OTHER PARK LOCATION OR REPLACE WITH NEW TO MATCH EXISTING IN PARK_ 2- FOR DETAIL OF RESTROOM AREA SEE PLATE _ L -11 D- 2817472 p - 2';- Zam_7 0 0 O N 0 O N Of CD 0 r N of 0 O N ROLL 176 0 o O 0 O O + + + 0f O N M M Of —Z C -32 C -24 C -26 C -28 C -30 C -32 C -25 C -27 C -29 'X'Z. KEY PLAN r .oEo D Es D au.,,.< NO SC !�F 2 i F R I It 8 AS -BUILT 1 30' ts' 0 30' so' r = 36 , IF MEET IS LESS THAN 32° X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON I LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT24 +40 TO RT32 +00 RENTON WASHINGTON D I B -99 -0017 E- 19 -1-70 98DEC03 C -26 0— BRB I 111, 34 14 7 -� 2 SCANNED SEP 13 2602 s � a A B C 4 3 2 / o SYNBOL ZONE 30 20 0 REVISIONS DESCRIPTION DATE BY UODIEIED PER AS -BURT INEORNAnaN �.. 7 12am I au 0-2814723 0 M 0 0 M 0 0 po M Ir r---p . �. _2 j 4 I 3 a • 0 Lo M w PROFILE 0 0 0 AS 0 —BUILT 00 30' 15' 0 30' 60' IF MEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS � -Z C -32 S'- ATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL C -24 C -26 C -30 C -28 LEVEES & FLOODWALLS C -31 RIGHT BANK PLAN & PROFILE C -25 C -27 C -29 STATION RT32 +00 TO RT39 +40 RENTON WASHINGTON KEY PLAN „a��, Flab c <oEe D B -99 -0017 E- 19 -1 -70 98DEC03 C -27 ..... NO SCALE u_x BF?B v+cEr 35 2 /7 ? �� -_, ^�: >; SCANNED SEP 19 2001 s $ $ F R ® 1 9 J • 4 I 3 1 2 N h Li v cy � o F 1.29- 600 o El ❑ Q) ^ n; i s'Rc ❑ ❑ El P. I N I 182, 175. 85 EXISTINC—MEING ) P• I• 31 E 1, 299, 608.06 STORMWATER SYST F� 299, 567. _ ____— 4 CB _ MH 531 + RT ? = 19.47• N 182, 080. 94 �1' i P. I. 28 9. 300 2• D :189* 47' 48• RT E 1, 299, 602 44 N 1 182,410.99 EXTEND CD TO NEW GRADE D = 28' R ° 126.00, P. I. 27 SEE PLATSP, CLDE 200. Cl I N 182, 538. 53 E 1, 299, 520. 87 R 15, 81 L = 17 N 182,632.60 E 1, 299, 460. 30 P. I. 29 L = 31, 55 i• 83' E 1,299,447.92 N 182, 465. 61 PLAN E 1, 299, 487.69 INSTALL TIDEFLEX VALVE ON EXISTING 24' STORMWATER OUTFALL SCALE: 1" = 30' EXISTING WATERLINE CROSSING (APPROX. LOCATION) PROVIDE FLOODWALL PENETRATION A B 30 20 0 C I I 14 I� I� I r.� I� I F' I❑ E: i i I REMSIONS DESCRIPTION DATE BY NOBIFW PER AS -BUQE NFORMATION I 7/2001 I a-u 4 o • 0 0 O O Of 1— 3 O af af PROFILE O O O co of af of f —Z C -32 C -24 C -26 C -28 C -30 C -31 C -25 C -27 C -29 KEY PLAN °t NO SCALE n.oEo oA 2 FR 12:iG r ' ?4 AJ —bUIL1 �r _ 30' 15' 0 W. 60' 1 = 30 '�? IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT39 +40 TO RT46 +80 RENTON WASHINGTON 3. wslal W rvJ i1LE Nt Da'E =l:lE D B -99 -0017 E- 19 -1 -70 98DEC03 C -28 D BRB I i EE' 36 SCANNED SEP 13 2002 a p 4 I l? N I 4i \ I I 21 � I I i AS -BUILT I + Ln A Zi W � J 30' 15' 0 30, 60' + 1, _ 10 � i 4 I 3 � o r F- El U N 1 1, 995. 93 r C C E 1, 249, 631. 57 ? a N _ N U.S. ARMY ENGINEER DISTRICT, SEATTLE C„: go Z f0 -- 20'16 E CORPS OF ENGINEERS SEATTLE. WASHINGTON - w 0 m C -31 F N 181, 894. 15 U E 1,29%653.21_ 7 = 6'54'32' RT INSTALL TIDEFLEX VALVE ON D = 28.38'52' EXISTING 12' CMP IE 15.66 RENTON WASHINGTON R = 200. 00' T = 12-07' L = 24. 12' B 30 20 0 C STABR 48 +89. 3 2 SYMBOL I ZONE O 7 = 19.39' 32' LT 3 D = 38.11' 50' 0 R = 150-00' YN K_ L= 51.47' o+ ° P. I. 1 81 40 N. It- N 181,451.87 + ( TOP 24. E 1, 299, 764. 90 a + + DRAINAGE SWALE Z 1 1,599.53 h a �o g + US '2 , 726.5 Ci F b - ------- - - - - -- — - - -- -- — i• N 181, 748. 58 V E 1, 299, 689. 64 4 p+ IE 4 N 181, 517. 31 7 = �• 7' 26' RT AND 8• PVC LE 2D 7 = 8.29' 51' RT E 1, 299, 734. 29 = 57.17' 45' P. i. 40 OUTH BOEING BRIDGE D = 19.5' 55' = 100. 00' N 181, 333. 81 VEE CLOSURE GATE R = 300.00' EE DETAILS PLATE %P: SCOA T = 22. 29' I T = 19. 55' E 1, 299, 770. 95 L = 44. 49' L = 38. 61' PLAN SCALE: 1' = 30' REVISIONS DESCRIPTION DATE I BY MODIFIED PER AS -BURT INFORMATION I' 7 /1OOT ,qy 0 0 0 co Of + + Of 2$ rf 4 e 2s I I I I I i AS -BUILT (D °0 + + + Ln + Lo + Lo 30' 15' 0 30, 60' + 1, _ 10 - r F- I- IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE go Z C -32 CORPS OF ENGINEERS SEATTLE. WASHINGTON PROFILE C -24 C -26 C -28 C -30 C -25 C -27 C -29 C -31 LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT46 +80 TO RT54 +40 RENTON WASHINGTON KEY PLAN DA- I _A A,o NO SCALE D B -99 -0017 E- 19 -1 -70 98DEC03 C -29 R,- BRI3 a« snrF1 37 3 2 D _ _ .r»: r SCANNED SEP 13 2002 • : t R LL 176 FR' 121 J 0 A B C 4 N� Z� i TR fit �T \\ ? _ / /58' LT L J'C i ER D = 14' 19' 6' Q 1W' � 7, r L R= 441 0 a N� T= 41.9 'v L � I = 83. 6' Q h + 4 bM DRAINAGE b ryy0 30 20 0 3 1 2 SYMBOL LONL h I 3' LT P. I. 46 _ 133 32', N 180, 718. 57 ? = 14' 29' T T 64.32 ,� E 1, 300, 04r. 9 D 38 R = P-0025: mo — T = 25. 58' TELEPHpNE L = 50.87' PI 44 I I 'r �G01r Np FILL VAULT m "� N 180, 45 13 — — �r °� E , 2 9, 66 69 I 181 99 87 6 0 0 0 0 0 0 0 0 AS —BUILT P. I. 41 N 181, 161. 07 ' E 11 299, 819. 11 30 20 0 3 1 2 SYMBOL LONL h I 3' LT P. I. 46 _ 133 32', N 180, 718. 57 ? = 14' 29' T T 64.32 ,� E 1, 300, 04r. 9 D 38 R = P-0025: mo — T = 25. 58' TELEPHpNE L = 50.87' PI 44 I I 'r �G01r Np FILL VAULT m "� N 180, 45 13 — — �r °� E , 2 9, 66 69 I 181 99 87 6 REVISIONS DESCRIPTION MOD RED PER AS -BUILT INFORMATION 726 7120M p, ILIJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AS —BUILT M+i m rn ---------- - - - - -- — - 57,17' • I In In In 180,7 - -1 2.7' 54' RT - 3' 9, 984. EXTEND BY 40 FEET AND INSTALL TIDEFLEX D - 19'5'3 N 180, - VALVE [IN EXISTING 24 INCH CONCRTE E _=300 00' of of of I� of tr PLAN SCALE: 1" = 30' REVISIONS DESCRIPTION MOD RED PER AS -BUILT INFORMATION 726 7120M p, ILIJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AS —BUILT M+i m rn o + 30 15 0 30' 60' ti 1 In In In Loo In In m co 1- _ �• of of of of of tr IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS 0 -32 SEATTLE. WASHINGTON C -24 C -26 C C -30 LOWER CEDAR RIVER FLOOD CONTROL -28 LEVEES & FLOODWALLS PROFILE C -25 C -31 RIGHT BANK PLAN & PROFILE C -27 c -2s STATION RT54 +40 TO RT61 +60 RENTON WASHINGTON KEY PLAN �7 w"T> �a F�� oA �a co..e�a D B -99 -0017 ( E- 19 -1 -70 98DEC03 C -30 NO SCALE ml 8RB a.. SECT 38 4 3 2 �` �� >C SCannEO SEP 132002 a a LL 176 FR' 122' C 0 A B 30 20 0 C 4 1 3 1 2 °o °o C3 + + + N M d' (O c0 (O Of of I- of PROFILE 4 3 a Hi1 #4 I i @9' O.C. HORIZ TOP & BUT #4 L @27' O.C. 2' CLP. (16) #16 F C€ RC WALL 3/4' CHAMFERS AT EXPOSED EDGES B' PVC PIPE VFTERE SH€IVN IN ,, - #4 E.G. ' O.C. VERT. EA. FACE — — — TIDEFLEX VALVE 41 EMBED TOP ARMORFLEX ! UNIT IN CIP CONIC VALL Il �ARMORFLEX 2' CLR ' 2(MIN) I� F o' CLR GE TEXTILE FABRIC ti -0'NIN 5' -0' FLOODWALL DETAIL NT.S- o -ZSpa7 REVISIONS SYMBOL ZONE DESCRIPTION DATE I BY 14" i MODIHED PER AS -BURT WFORMAITON j 7/2W Ij II A E AS —BUILT #4 I i @9' O.C. HORIZ TOP & BUT #4 L @27' O.C. 2' CLP. (16) #16 F C€ RC WALL 3/4' CHAMFERS AT EXPOSED EDGES B' PVC PIPE VFTERE SH€IVN IN ,, - #4 E.G. ' O.C. VERT. EA. FACE — — — TIDEFLEX VALVE 41 EMBED TOP ARMORFLEX ! UNIT IN CIP CONIC VALL Il �ARMORFLEX 2' CLR ' 2(MIN) I� F o' CLR GE TEXTILE FABRIC ti -0'NIN 5' -0' FLOODWALL DETAIL NT.S- o -ZSpa7 c7 I g �l m AS —BUILT 30' 15 0 30' 60' 0 CD ° 1• _ 30. o co IF SHEET IS LESS THAN 32° X 21° IT IS A co REDUCED PRINT, REDUCE SCALE ACCORDINGLY Of U-S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS C -32 SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL ZC-244 C-26 C -28 C -30 LEVEES & FLOODWALLS C -31 RIGHT BANK PLAN & PROFILE C -25 C -27 C -29 STATION RT61 +60 TO RT66 +20 RENTON WASHINGTOI KEY PLAN c�aoEO SITE IT,— �., D B -99 -0017 FIE x. E- 19 -1 -70 DA 1I:IE 98DEC03 C -31 NO SCALE D > — BRB a 9EEI 39 2 .2 7 SCANNED SEP 13 2002 r 8 � 176 FR' al 23 c7 I g �l m A 4 1 3 1 2 BERM— END BERM AT EDGE OF EXISTING SIDEWALK s CURB WALL —' SEE DETAIL PLATE C -47 6�kpp RS I S RT 66 +60 i BE IN BERM N 180, 356. 97 i E 1 300, 477. 14 i i 9 �i TIDEFLEX VALVE ON EXISTING 12' CMP IT 30 20 0 0 0 c^o SANDBAG TID LEF EX VALVE ON EXISTING 18' CMP FLAN �\ SCALE: 1" = 30' REVIaoNS DESCRIPTION GATE Br UOOIFIFD PER AS —BUILT INFORNATION 7,62007 1 JLU J� NEV COMPETE FLOOD VALL 3/4' CHAMFER TYP2 EXPOSED EDGES \ 1/2' "F_ M EIINC. IJ HESY - ve• 6'� �f� - III "- y- - I /e' FEATkE STRI€XPANSION MINT FILLER _ i // I/2" CLR r EXISTING COW VALK SAVCUT �r FOR NEV C ®L FLOOD VALL 1 CONST. JlIINT---- 3' CLR EXCAVATE TO PR• BEILOu TOP OF PAVEMENT —c" M N SECTION THRU CONCRETE FLOOD W SCALE NTS C 4 0 0 m Of 0 0 0 0 3 0 0 0 0 0 0 0 Cl + + + + PROFILE � —Z C -32 C -24 C -26 C -28 C -30 C -31 C -25 C -27 C -29 KEY PLAN 30' 15' 0 30' 6. o R NO SCALE ao 1" = 30' D D 2 176 124 0 0 + d- AS-BUILT IF MEET IS LESS THAN 32° X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS RIGHT BANK PLAN & PROFILE STATION RT66 +20 TO RT73 +80 RENT ON WASH 3T wsT11R: nC �::.F rvJ Darc D B -99 -0017 I E- 19 -1 -70 98DEC03 !k'X BRB 40 ' SCANNED SEP 13 2002 s � v `J �I t 1 III E 1,29 A a cs E 1,29�g50 B 10 30 20 10 4 4 h 9 v 2 O o �Og. 00ci tz 3 0 7 LOCATION 7Y SEE NOTES nM oI ea vii. F'I nu N 0 z P' I. TX1 3 N 185,169. I L ^' 10 SCALE 1" = 30' E 1,298,935.35 0 °x O= x 0 L3 a In m + �v LA F F v v + �v cu F o 0 0 a a 0 0 + °w cu N o . In x + 0 M F F ¢ 0 a rl co U (U 0 F— 0 a- 0 a a v> W N W La F SCALE: 1" = 30' x X KEY PLAN RENTON WASHINGTON FU �o D,> PL,n ° °<oEO NO SCALE D B -99 -0017 I E- 19 -1 -70 98DEC03 C -33 D .: o� 6R8 .� I vieei 41 3 2 SCANNED SEP 13 2002 L s � 12 8 1 5 IL+A-1 PROFILE TX1 F SCALE: 1" = 30' 27e 2g,, 4 o 2 0 _A z E 1, 298, 988. 49 b � o C�- m rn 0 0 Of a a a REVISIONS DESCRIPTION DATE Br L/ODIFIED PER AS —BUILT INFORMATION I', 7/2W AU z i) I � I t �y I 1 K ib114.3 1. ALL EXISTING PARKING IN AREA MOWN TO RECEIVE CLASS A OVERLAY SHALL REMAIN_ PARKING SHALL BE STRIPED OCCORDING TO SPACE TYPE AS OUTLINED BELOV HEAD IN SPACES - SHALL BE STRIPED PERPENDICULAR TO CURB 16' LONG AT 9' SPACING. ANGLED SPACES - SHALL BE STRIPED AT 53' MEASURED FROM CURB AND BE 21' LONG AT 9' SPACING. ANGLED TRAILER SPACES - SHALL BE STRIPED AT 53' MEASURED FROM CURB AND BE 30' LONG AT 9' SPACING. 2. CLASS A OVERLAYMENT SHALL BE 2' CLASS A AC PAVEMENT ON EXISTING CLASS E PAVEMENT, EXCEPT AREAS OF PRO AUGN- MENT TO BE REALIGNED AS SHOWN. PREPARATION, MATERIALS, AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH WASH DOT SPECIFICATIONS. AS —BUILT 1" _ 30. 30' 15' 0 30' 60' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS Z SEATTLE. WASHINGTON C -33 C -35 C -37 C -39 LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS - C -36 C -38 RIGHT BANK PARK TRAIL PLAN & PROFILE I v I 5 v l 1 + PROFILE TX2 F SCALE: 1" = 30' x X KEY PLAN RENTON WASHINGTON FU �o D,> PL,n ° °<oEO NO SCALE D B -99 -0017 I E- 19 -1 -70 98DEC03 C -33 D .: o� 6R8 .� I vieei 41 3 2 SCANNED SEP 13 2002 L s � 12 8 1 5 A 0 C 4 o. a' 3 0 h �o s 0 0 h s I,2ss,ISO i � I CLASS A OVERLAY EXTRUDED CURBING , - _ N 184, 885. 99 P, I. TX3 4 E 1, 299, 0751 N 184 697. OS x — — NENLOVERHEAD�RAIL LI($LL — ?y E 1, 299, 097. 63 LOCATION TYP. SEE NOTES ON PLATE %P- CLDH AC + H IN P KIN HI:4 I�1 P KI G S AN Pf�O G 0 5 A 5 A S IS / P. I. PRD 5 �3 IN 184,915.56 E 1, 299, 033. 13 2xae�9 / I w w OSSWALK, SEE EDGE OF AC TRAIL + + b STRIPING DETAIL x LT / y °o °o y I,29 Pi,"T %P: CLDH o 4 = 55' 17' 45 � k id f 8 ? w ? = 17 O '22' a R = 152, 84' x1% / m R = 57.17' 45' RT Ci = 97. 23' + T _° 100. pp, a 15, 4 ,. Rj L c = 30. 32, cb }Y ij g8 'A ! 'D I w eD� � , R _ 57.17 45• RT P. I. TX T - 100. 00' N 184, 793. 14 L - 18 al' 37. 18' E 1, 298, 982. 86 30 20 10 X SCALE: 1" = 30' 12 2 0 J 2 ' o a 4 = 46' S3, 47' LT .p AW j T = -43. A L = 81. 85 w � a I g `Dta p i S Ci 3 Q PI w o° I REVISIONS DESe�TION DATE BY M001RED PER as—&M! IWORUATION fl 7/— JA P. I. TX3 6 ' ox N 184, 253. 58 I E 1, 299, 146. 19 n to Ci i - 2g•I6'4' 38' I 1' Sp• LT R I ti _ T= 15p �' ~l L = 74. 00' IF SHEET IS LESS THAN 32" X 21" IT IS A iE-4 I P. I. 2 N 184, 183. 40 04*172A E i, 299, , 135. 40 99 � rwiD•29 -�a7 4 po r) n to tn n AS —BUILT x IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE TX 3 U.S. ARMY ENGINEER DISTRICT, SEATTLE SCALE: 1" = 30' CORPS OF ENGINEERS ®� SEATTLE, wasNw TOv LOWER CEDAR RIVER FLOOD CONTROL C -33 C -35 7 C -39 C -3 LEVEES & FLOODWALLS C -34 C -36 C -38 RIGHT BANK PARK TRAIL PLAN & PROFILE II RENTON WASHINGTON 30' 15' 0 30' 60' Q DATE ... 1• - 30' PLAN A D B -99 -0017 E- 19 -1 -70 98DEC03 C -34 DKEY D Evw ° NO SCALE D. BRB "IT 42 3 2 SCANNED SEP 13 2002 LL FR' I _. J `J 1 0 A B 30 20 10 x C 4 I 3 i El] Ell 1 N o rn ?,2`� P: J. TX3 7 3 A7, RZ N 184, 178. 11 i E 1, 299, 214.95 = 5� 45' D 1�� g3' / 31' y CLASS A W P. I. TX3 8 END N_ -- N X84, 137.-84 _ - P TX5--3- HEAD IN PARKING E cc ...E .... N 183,8 5.70 5 SPACES j . ��{�DD _ pipes �H4 AE$PN P G 5FJ{pA PA N 5 A P t 5 5 1N G;2 III P $Ip "W�`I NEW AC WALKWAY 4 = 36.9'3' LT NEW AC WALKWAY R 80. 00' NEW OVERHEAD TRAIL LIGHT T = 26,11 LOCATION TYP. SEE NOTES I L = 50. 48' ON PLATE XP- CLDH P. I. TX4 3 N 184, 047. 45 "d I ;j E 1, 299, 187, 88 h � oX c k —� u b c, O Ell b X 0 y •p ° Aim l� o + y °o _ I H m W A + W N + o� 22.30' 34' RT P. I. TXS 1 BEGIN 22.30' S C =P. I. TX4 4 END) P. I. TX5 2 95.29' 35 I D = 38.11' S0' N 183, 934. 36 N 183, 893. 06 D = R = 150. 00' R = 60.90, P. I. TXS 4 T = 29. 85' E 1, 299, 185. 11 E 1, 299, 184. 10 = 21 L 58. 93' 3 58' N 183, 700. L = E 1, 299, 258. 1 PLAN SCALE: 1" = 30' 2 REVISIONS - - SYMBOL ZONE 1ESCWlIGM DATE By 110EVIED PER AS -BUILT INFORUATION 7(2E0T ,Ay 2 2 i � I � g 1 I ZO IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE TXJ 9 RIVERSIDE IN� r' U.S. ARMY ENGINEER DISTRICT, SEATTLE -�"c� •6•- - - ---------- ------- STRIPNG ------------------........- V •e --HEAD IN PARKING 5 SPACES )7� I LOWER CEDAR RIVER FLOOD CONTROL C -33 C -35 C -37 C -39 LEVEES & FLOODWALLS c ° NEW AC WALKWAY �s RIHGT BANK PARK TRAIL PLAN & PROFILE III EDGE OF AC TRAIL i R P. I. T X5 6 END j N 183, 570. 26 E 1, 299, 344EL 29 1 I \ 60' 1cc 3_ 1-1– NO. D B -99 -0017 I°' DAK 98DEC03 ai,rz C -35 Iw c^ NO SCALE 4 d6, s� 2 A i7 0 = '71 SCANNED SEP 13 2002 A3 2$ AA? e � ti 127 I� o -2w72a x x PROFILE TXS 4 r • SCALE: 1" = 30' 3 x t x to _ o AS —BUILT In x IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY PROFILE TXJ U.S. ARMY ENGINEER DISTRICT, SEATTLE SCALE: 1" = 30' CORPS OF ENGINEERS f —Z SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL C -33 C -35 C -37 C -39 LEVEES & FLOODWALLS C- c -3s RIHGT BANK PARK TRAIL PLAN & PROFILE III C_3& RENTON WASHINGTOP 30' 15' 0 30' 60' KEY PLAN 3_ 1-1– NO. D B -99 -0017 _ N. E- 19 -1 -70 DAK 98DEC03 ai,rz C -35 c^ NO SCALE — BPS 2 A i7 0 = '71 SCANNED SEP 13 2002 e � FR 127 1 CI A B C 4 I 3 2 1 BUR LHTUUI 11VrUR1'IHIlUN. PLAN D = 57' 17' 45' R = 100. 00' T = 22, 35' SCALE: 1" = 30' L = 43. 98' 30 20 10 to F 4 m ca co F F PROFILE YX6 SCALE: 1" = 30' REhaoNS p DESCWnON DATE I BY N001FIED PER AS -BMT tWORNATION F/-1 JW )qb2&/;P2C v I 1 V O AS —BUILT 0 0 30' 15 O 30' 60' co co (a 1" = 30' F F IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U-S_ ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS Z tiiATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL C -33 C -35 C -37 C -37 LEVEES & FLOODWALLS C -34 C -36 C -38 RIGHT BANK PARK TRAIL PLAN & PROFILE IV RENT ON WASHINGTON KEY PLAN a_ w,,, >, N" oar PL >� D B -99 -0017 E- 19 -1 -70 98DEC03 C -36 o NO SCALE a a> 0 >Y: BRB EEi 44 2 A i' 0 ` J" ' SCANNED SEP 13 2002 FIR 1128 _® v I 1 V C SCALE: 1" = 30' 1 o° v 2 7 = 9.47' 12, LT D = 57-17'45 R 10S. 56' L = 17-06 , PLATE 9P: CLM TRAIL ALIGNMENT /SEE ON TOP OF LEVEE/ P. I. TX6 12 N 182, 326. 41 E 1, 299, 561. 11 2 N 2 NEW OVERHEAD TRAIL LIGHT LOCATION TYP. SEE NOTES ON PLATE %P, CLDH lml� 71 REVISIONS OESCRIPTN DATE BY MODIFIED PER AS —BURL INFORMATION 7j27Q6 IM m x m x PROFILE TX6 SCALE: 1" = 30' 5-wp -27- Jae) 4 3 X I- U 0 M 4 3 F F PROFILE TX7 H F o: nO1 � l SCALE: 1" = 30 I 00 I I ` c E 1.298 Bpp i A I 1" — 30. �1 IF SHEET IS LESS THAN 32' X 21' IT IS A P.I. TX6 N 182, _ L7 E 1, 299,! I�I` T_ —_ BEGIN RIVERSIDE DRIVE 2' CLASS A OVERLAY & STRIPING U.S. ARMY ENGINEER DISTRICT, SEATTLE h - -- — - LT �i f —Z 55% w� RIVERSIDE DRIVE R 139 00' 31,97 ' q L y I STRIPING CLASS A T = = 63' 69' r SEATTLE. WASHINGTON iEXTRUDED OVERLAY L CURBING / EDGE OF R 10'(TYP) AC TRAIL + C -33 C -35 C -37 C -39 LOWER CEDAR RIVER FLOOD CONTROL .- � v - - 'I + I co q o to C -34 0 R7 To I 2a� 38' 52' a FLOODWALL, SEE PLATE %P CLRE FOR LAYOUT INFORMATION. P. I. TX6 9 D = 200, 00 R = 19, 03' w °D P. I. KEY PLAN I N 182, 521. 50 � = 37. 94' N I A oEo O p; E 1, 299, 480. 16 D B -99 -0017 E- 19 -1 -70 98DEC03 C -37 Dxr BRIT I nu sHErr �r E 1, i : 2 C SCALE: 1" = 30' 1 o° v 2 7 = 9.47' 12, LT D = 57-17'45 R 10S. 56' L = 17-06 , PLATE 9P: CLM TRAIL ALIGNMENT /SEE ON TOP OF LEVEE/ P. I. TX6 12 N 182, 326. 41 E 1, 299, 561. 11 2 N 2 NEW OVERHEAD TRAIL LIGHT LOCATION TYP. SEE NOTES ON PLATE %P, CLDH lml� 71 REVISIONS OESCRIPTN DATE BY MODIFIED PER AS —BURL INFORMATION 7j27Q6 IM m x m x PROFILE TX6 SCALE: 1" = 30' 5-wp -27- Jae) 4 3 X I- U 0 M X� F F F PROFILE TX7 H F SCALE: 1" = 30 AS -BUILT LLLU 30 15' 0 30' 60' 1" — 30. IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY - U.S. ARMY ENGINEER DISTRICT, SEATTLE f —Z CORPS OF ENGINEERS SEATTLE. WASHINGTON + + C -33 C -35 C -37 C -39 LOWER CEDAR RIVER FLOOD CONTROL .- � LEVEES & FLOODWALLS co to C -34 C -36 C -38 RIGHT BANK PARK TRAIL PLAN & PROFILE V KEY PLAN RENTON WASHINGTON DAh aLAt A oEo O p; No SCALE D B -99 -0017 E- 19 -1 -70 98DEC03 C -37 Dxr BRIT I nu sHErr �r : 2 S� SCANNED SEP 13 2002 8 � 176 FR 129 J 1 t 0 A B C 4 I 3 1 2 30' 15' 0 30' 60' I' = 30. REVISIONS IF SHEET IS LESS THAN 32' X 21' IT IS A ap SYM1101 zOaE DESCRIPTION WOWED PER AS —BURT JUFOE U.S. ARMY ENGINEER DISTRICT, SEATTLE i CORPS OF ENGINEERS i �Z SEATTLE, WASHINGTON j C -33 C -35 C -37 C -39 A LEVEES & FLOODWALLS P, I, TX8 1 RIGHT BANK PARK TRAIL PLAN & PROFILE VI R = SQI l ,50' LT N 182,007.35 E 1, 299, 627, 66 P. I. TX8 3 lT _ 8 $0' -` D�h N 181, 932. 95 P. I. TX8 4 � 17 59' 0 B- 99¶0017 E- 19 -1 -70 98DEC03 E 1, 299, 665. 85 N 181, 664. 04 c EF� _ BRS :3 ❑ CROS W LK, EE STRIPI DETAL E-1,299.726. 44 f- �~ - cS'� 'E SCANNED SEP 13 2002 c % i PLATE :CLDH ED OF 1310E - - c o L S - q 1 ` TF P. I. TX8 6 END NEW OVERHEAD TRAIL LOCATION SEE NOTES T F a + o� 00 N m + Ci N 181, 577. 34 E 1, 299, 728, 62 NEW OVERHEAD TRAIL LIGHT ON PLATE XPa CLDH — O 0 + 0 o o LOCATION TYR SEE NOTES 0 p ON PLATE XPa CLDH — t— + aa. .tl •o 00 O •r y O O W m F + � F •o � 4 - I. 151' RT 0' _= 14• 3287 P. I. TX8 5 �SEEPLA�XPaM�� N. 1818990. 17 D 15011 R = = 22. 08 R 20038 00' T = 24 5g• N 181, 612.83 E 1, 299, 633. 54 tT T 43. 84 L = L = 48. 93' E 1, 299, 725. 26 TRAIL ALIGNMENT 10.31' 50' = 38,11 ON TOP OF LEVEE D = 150.00' R = 13, 83' T = 27, 57 t PLAN SCALE: 1° = 30' 30 20 10 x ►p- s7 I 4 o • x x PROFILE TX8 SCALE: 1" = 30' 3 w5 D- ?8/7 ?E m o I AS -BUILT > x c 30' 15' 0 30' 60' I' = 30. IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE i CORPS OF ENGINEERS i �Z SEATTLE, WASHINGTON j C -33 C -35 C -37 C -39 LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS C -34 C -36 C -38 RIGHT BANK PARK TRAIL PLAN & PROFILE VI RENTON WASHINGTON KEY PLAN -` D�h °L°M c' z. NO SCALE 0 B- 99¶0017 E- 19 -1 -70 98DEC03 C -38 c EF� _ BRS 46 i 2 f- �~ - cS'� 'E SCANNED SEP 13 2002 e � FR 1310E t LL 176 FR 1-31 A B C 4 1 3 ' ALIGNMENT 4.0' 2" MIN. TOPSOIL AND SEEDING 2 CE IROAD MATCH EXISTING GRADE DRAINAGE SWALE TOP OF ROAD -1.5% 2% 2 a 1 EXISTING GROUND SURFACE WIDTH VARIES 11' FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C -45 100 YEAR WATER — SURFACE ELEVATION p 1 4.5' ('av9) LEVEE EMBANKMENT 1 EXISTING GROUND 1 MATERIAL 2 SURFACE STRIP 6' AND REMOVE UNSATISFACTORY MATERIAL LEVEE TYPE I g NOT TO SCALE 1,cil 6 FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C -45 4" ATB AND 4" CLASS B USED IN LIEU OF TYPICAL ROAD SECTION CL ALIGNMENT GUARDRAIL, SEE NOTE 1 9' I 9• 2' SHOULDER 4' CHAINUNK FENCE 2 2" MIN. TOPSOIL 100 YEAR WATER �2% 2% AND SEEDING SURFACE ELEVATION 77 4" OF BASE COURSE s I �1 LEVEE EMBANKMENT 8 MATERIAL STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL 18" OF CLASS I RIPRAP SLOPE PROTECTION LEVEE TYPE II NOT TO SCALE C-13 RIVER SIDE ALIGNMENT AIRPORT SIDE 18" OF CLASS I RIPRAP 52' 11.5' 5.8' SURFACE ELEVATION SLOPE PROTECTION RIVER SIDE ALIGNMENT AIRPORT SIDE 4" OF BASE COURSE (EMBANKMENT\ 5.2' 1.5' I j.5' . 5.8' LEVEE 100 YEAR WATER ( 1 T T T '1 4" OF TOPSOIL SURFACE ELE AND SEEDING 2 24" OF CLASS II MATERIAL RIPRAP - -- - - - - -- STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL LEVEE AND ROAD SECTION q NOT TO SCALE C -10 ' ALIGNMENT 4.0' 2" MIN. TOPSOIL AND SEEDING 2 CE IROAD MATCH EXISTING GRADE DRAINAGE SWALE TOP OF ROAD -1.5% 2% 2 a 1 EXISTING GROUND SURFACE WIDTH VARIES 11' FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C -45 100 YEAR WATER — SURFACE ELEVATION p 1 4.5' ('av9) LEVEE EMBANKMENT 1 EXISTING GROUND 1 MATERIAL 2 SURFACE STRIP 6' AND REMOVE UNSATISFACTORY MATERIAL LEVEE TYPE I g NOT TO SCALE 1,cil 6 FOR ASPHALTIC PAVEMENT AND BASE COURSE DIMENSIONS AND MATERIALS, SEE TYPICAL ROAD SECTION ON PLATE C -45 4" ATB AND 4" CLASS B USED IN LIEU OF TYPICAL ROAD SECTION CL ALIGNMENT GUARDRAIL, SEE NOTE 1 9' I 9• 2' SHOULDER 4' CHAINUNK FENCE 2 2" MIN. TOPSOIL 100 YEAR WATER �2% 2% AND SEEDING SURFACE ELEVATION 77 4" OF BASE COURSE s I �1 LEVEE EMBANKMENT 8 MATERIAL STRIP 6" AND REMOVE UNSATISFACTORY MATERIAL 18" OF CLASS I RIPRAP SLOPE PROTECTION LEVEE TYPE II NOT TO SCALE C-13 / \ ALIGN FLOODWALL / \ ALONG ' OF LEVEE PLACE 24" LAYER OF CLASS I I II RIPRAP ON RIVERWARD I SIDE FOR PROTECTION OF I INTERSECTION I I I REVISIONS DESCRIPTION VOWED PER AS -BUtT WFORNATION 4" TOPSOIL I-I 2' AND SEED 3 1 VARIES (3' MAX) LEVEE EMBANKMENT EXISTING GROUND SURFACE MATERIAL LANDSCAPE BERM SECTION NOT TO SCALE 17 -1/tam 1 " I I I � I I I I 'LEVEE I I I EMBED FLOODWALL 5' (MIN) �l I I I LEVEE SIDESLOPE 1 TOP OF j c I VARIES LEVEE 1 c,,,,___LEvEE r FLOODWALL I I I I LEVEE TOE — r 1 WIDTH VARIES If I w" I u I �1 I I i EXISTING GROUND SURFACE 1 L1 G_/ 1 L1 CJ 1 L-4 I I I LEVEE /FLOODWALL INTERSECTION, ELEVATION NOT TO SCALE EXISTING GROUND SURFACE LEVEE /FLOODWALL INTERSECTION, PLAN NOT TO SCALE cr-1mr.TaMmirr-Iffor-75 =.. 4 UNSATISFACTORY MATERIAL LEVEE TYPE III E NOT TO SCALE C-12 O- ?8/730 NOTES: AS—BUILT 1. FOR GUARDRAIL INSTALLATION PROCEDURES AND IF SKEET IS LESS THAN 32" X 21" IT IS A DETAILS, SEE DETAILS ON PLATE G -42 REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS I RENTON WASHINGTOP B I — 7 E- 19 -1 -70 C -40 D 99 -001 A•p p R I,- pym BRB WEFT 48 2 fir: n- ','17 3° SCANNED SEP 132002 a a 13:2 V RIVER SIDE ALIGNMENT AIRPORT SIDE 100 YEAR WATER 52' 11.5' 5.8' SURFACE ELEVATION T1.5' y E I 24" OF CLASS II RIPRAP (EMBANKMENT\ 2 LEVEE 1 MATERIAL / \ ALIGN FLOODWALL / \ ALONG ' OF LEVEE PLACE 24" LAYER OF CLASS I I II RIPRAP ON RIVERWARD I SIDE FOR PROTECTION OF I INTERSECTION I I I REVISIONS DESCRIPTION VOWED PER AS -BUtT WFORNATION 4" TOPSOIL I-I 2' AND SEED 3 1 VARIES (3' MAX) LEVEE EMBANKMENT EXISTING GROUND SURFACE MATERIAL LANDSCAPE BERM SECTION NOT TO SCALE 17 -1/tam 1 " I I I � I I I I 'LEVEE I I I EMBED FLOODWALL 5' (MIN) �l I I I LEVEE SIDESLOPE 1 TOP OF j c I VARIES LEVEE 1 c,,,,___LEvEE r FLOODWALL I I I I LEVEE TOE — r 1 WIDTH VARIES If I w" I u I �1 I I i EXISTING GROUND SURFACE 1 L1 G_/ 1 L1 CJ 1 L-4 I I I LEVEE /FLOODWALL INTERSECTION, ELEVATION NOT TO SCALE EXISTING GROUND SURFACE LEVEE /FLOODWALL INTERSECTION, PLAN NOT TO SCALE cr-1mr.TaMmirr-Iffor-75 =.. 4 UNSATISFACTORY MATERIAL LEVEE TYPE III E NOT TO SCALE C-12 O- ?8/730 NOTES: AS—BUILT 1. FOR GUARDRAIL INSTALLATION PROCEDURES AND IF SKEET IS LESS THAN 32" X 21" IT IS A DETAILS, SEE DETAILS ON PLATE G -42 REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS I RENTON WASHINGTOP B I — 7 E- 19 -1 -70 C -40 D 99 -001 A•p p R I,- pym BRB WEFT 48 2 fir: n- ','17 3° SCANNED SEP 132002 a a 13:2 V A B co 4 I 3 1 2 LINE OF SYMMETRY 6'-0' NOTE: 3.. 1 " 1' -6" V -2 1 4 ' ° e . e e GALVANIZED PIPE W THROUGH BOLT DETAIL USED FOR PICNIC ° ° ° ° e TABLE AT PICNIC SHELTER, 1 2 " SEE PLATE L -11 3/8 'THROUGH BOLT `j Try 4 w 3' 2 x M O e e e 1 e ° LINE OF SYMMETRY ° LINE GALVflPE . ° CENTER JN $LAB 1/4 ' x3' STEEL BAR, TYP. C o M 2 EA. 3'x8" W/ 1/2 " SPACE ° TABLE AND BENCHES M BETWEEN, TYP. FOR BENCHES* BASE COURSE `i ° NOTE- PLAN COMPACTED SUBGRADE I �� CONC. ATTACHED TOOTHER CONC SECTION AT CENTER �N 1/2 " / PAD (AT PICNIC SHELTER). BETWEEN. TYP FOR /TABLEAU AIJD BENCH EDGES BARBEQUE PAD PLAN 1/2 'x2' LAG-',, C S AND PLUG W HARDWOOD PLUGS, SCREWS, TYP. T TYP. TABLE AND 1 1 1 /2 ° CLR 5/8 'x8' LONG ANCHOR BOLTS W/NUTS AND WASHERS BOTH ENDS. 10' X 10' PCC SLAB, `� S STAKE THREADS ON `1 � aww-L; 0/' - I BASE COURSE *NOTE: 4 BENCHES REQ. 4! PER TABLE, TYP. AC TRAIL EDGE BASE COURSE COMPACTED SUBGRADE I cV CONC. TABLE AND BENCH SUPPORT$, REINFORCE W 3- 4 WIDE K -WEB PICNIC TABLE BACKREST FROM 47x10' TIMBER 3` -9' N 7" N I °T x - O IN FEATURE _ x Cl STRIPE Lo BENCH SEAT FROM 0 4 EA 4 "x6" d 6" _ BENCH SEAT BRACKET L 5x5x 5/16 19" LONG W/ 4 STUDS EVENLY SPACED BASE COURSE AT ONE LEG - LET LEG INTO CONC. FLUSH. PROVIDE CHAMFERED EDGE AROUND LET -IN LEG OF BRACKET. Sy -n -ar= SCALE: 3/4 " = 1' -0" PRECAST REINFORI 4° WIDE (HEAVY 9, -R" 1/2 " DIA. EYEBOLT WELDED TO _ � 1/2 'DIA. END CAP -BOTH ENDS, TYP �� i 1 -1/2' DIA. SCFL 40 STEEL PIPE -H.D. N GALVANIZE ENTIRE ASSEEMBLY AFTER FABRICATION. INSTALL THIS WAY ONLY 4' CONCRETE SLAB WITH LT. BR. FINISH 4" BASE COURSE o COMPACT SUBGRADE 1/2 ' DIA. EYEBOLT WELDED TO 7/7 1/2 " DIA. END CAP -BOTH ENDS, 6" WELDED 1' TYP TO IPE ASSEMBLY CONCRETE FOOTING R' —n" O 4 0 1/4 ' PER FT TO DRAIN' Z2!1 Q wl I nI I 0 v D n � w SECTION PLAN TYPICAL TRASH RFCFPTACL E TIE-DOWN 0 °0 "° BENCH SEAT BRACKET- ° SHAPED, BACKREST CON C. PIER / K- _ - '- o o II I1 ° K- B , )UTY VERT. 0 0 0 o 0 - - o U olll d ®12" O.C. ° ° BA RESET CET @12" ORIZ. ° 1L2 " BOLT,W /aNASHLR , ° ° ° ° ° RECESS NUT END IN ° 1/2 ° DIAM. THREADED ROD ° 1 1 2 " SIAM. HOLE ° V /WASHERS AND NUTS C.S. ° - / , INT6 BEACH 'ND ?LUGGED ° o PLOG° W/ HARDWOOD ° M NOT TO SCALE IF BENCH IS NOT LOCATED ADJACENT TO TRAIL CENTER BENCH ON PAD. P LAN 13'x 6' CONCRETE PAD (MAYBE AC IF BENCH LOCATED ADJACENT B L N C H TO TRAIL) REHSONS DESCRIPTION DATE BY MODIFIED PER AS -BUILT INFORUATION 7/2= AL 3/4 ' CHAMFERED EDGE TYP. an DIMENSION REFERENCE LINE ° OUTSIDE FACE OF CONCRIETE FEATURE STRIPE SCALE: 1' = 1' 0,-28147,31 NOTES: 1. FOR LOCATIONS OF PICNIC TABLES, BENCHES, BARBECUE GRILL PADS, AND TRASH RECEPTACLE PADS, SEE PLATES L -2 THROUGH L -10 PICNIC TABLES AT PICNIC SHELTER, BARBECUE GRILLS, AND TRASH RECEPTACLES TO BE PROVIDED BY OTHERS. 2. MINIMUM SPACING BETWEEN' BBQ STANDARDS AND PICNIC TABLES IS 15'. 3. MINIMUM SPACING BETWEEN TRASH RECEPTACLES AND PICNIC TABLES IS 15'. 4. ALL STEEL SHALL BE HOT DIP G;ALVAN!.'M. UNLESS OTHERWISE SHOWN AS -BUILT IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS II RENTON WASHINGTO1 v w„_mw rr. 2E m DaT 111T[ D 8 -99 -0017 E- 19 -1 -70 98DEC03 C -41 o_sx pym SHEET 49 SCANNED SEP 1 9 2007 8 v Ap Sy -n -ar= SCALE: 3/4 " = 1' -0" PRECAST REINFORI 4° WIDE (HEAVY 9, -R" 1/2 " DIA. EYEBOLT WELDED TO _ � 1/2 'DIA. END CAP -BOTH ENDS, TYP �� i 1 -1/2' DIA. SCFL 40 STEEL PIPE -H.D. N GALVANIZE ENTIRE ASSEEMBLY AFTER FABRICATION. INSTALL THIS WAY ONLY 4' CONCRETE SLAB WITH LT. BR. FINISH 4" BASE COURSE o COMPACT SUBGRADE 1/2 ' DIA. EYEBOLT WELDED TO 7/7 1/2 " DIA. END CAP -BOTH ENDS, 6" WELDED 1' TYP TO IPE ASSEMBLY CONCRETE FOOTING R' —n" O 4 0 1/4 ' PER FT TO DRAIN' Z2!1 Q wl I nI I 0 v D n � w SECTION PLAN TYPICAL TRASH RFCFPTACL E TIE-DOWN 0 °0 "° BENCH SEAT BRACKET- ° SHAPED, BACKREST CON C. PIER / K- _ - '- o o II I1 ° K- B , )UTY VERT. 0 0 0 o 0 - - o U olll d ®12" O.C. ° ° BA RESET CET @12" ORIZ. ° 1L2 " BOLT,W /aNASHLR , ° ° ° ° ° RECESS NUT END IN ° 1/2 ° DIAM. THREADED ROD ° 1 1 2 " SIAM. HOLE ° V /WASHERS AND NUTS C.S. ° - / , INT6 BEACH 'ND ?LUGGED ° o PLOG° W/ HARDWOOD ° M NOT TO SCALE IF BENCH IS NOT LOCATED ADJACENT TO TRAIL CENTER BENCH ON PAD. P LAN 13'x 6' CONCRETE PAD (MAYBE AC IF BENCH LOCATED ADJACENT B L N C H TO TRAIL) REHSONS DESCRIPTION DATE BY MODIFIED PER AS -BUILT INFORUATION 7/2= AL 3/4 ' CHAMFERED EDGE TYP. an DIMENSION REFERENCE LINE ° OUTSIDE FACE OF CONCRIETE FEATURE STRIPE SCALE: 1' = 1' 0,-28147,31 NOTES: 1. FOR LOCATIONS OF PICNIC TABLES, BENCHES, BARBECUE GRILL PADS, AND TRASH RECEPTACLE PADS, SEE PLATES L -2 THROUGH L -10 PICNIC TABLES AT PICNIC SHELTER, BARBECUE GRILLS, AND TRASH RECEPTACLES TO BE PROVIDED BY OTHERS. 2. MINIMUM SPACING BETWEEN' BBQ STANDARDS AND PICNIC TABLES IS 15'. 3. MINIMUM SPACING BETWEEN TRASH RECEPTACLES AND PICNIC TABLES IS 15'. 4. ALL STEEL SHALL BE HOT DIP G;ALVAN!.'M. UNLESS OTHERWISE SHOWN AS -BUILT IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS II RENTON WASHINGTO1 v w„_mw rr. 2E m DaT 111T[ D 8 -99 -0017 E- 19 -1 -70 98DEC03 C -41 o_sx pym SHEET 49 SCANNED SEP 1 9 2007 8 v Ap SECTION PLAN TYPICAL TRASH RFCFPTACL E TIE-DOWN 0 °0 "° BENCH SEAT BRACKET- ° SHAPED, BACKREST CON C. PIER / K- _ - '- o o II I1 ° K- B , )UTY VERT. 0 0 0 o 0 - - o U olll d ®12" O.C. ° ° BA RESET CET @12" ORIZ. ° 1L2 " BOLT,W /aNASHLR , ° ° ° ° ° RECESS NUT END IN ° 1/2 ° DIAM. THREADED ROD ° 1 1 2 " SIAM. HOLE ° V /WASHERS AND NUTS C.S. ° - / , INT6 BEACH 'ND ?LUGGED ° o PLOG° W/ HARDWOOD ° M NOT TO SCALE IF BENCH IS NOT LOCATED ADJACENT TO TRAIL CENTER BENCH ON PAD. P LAN 13'x 6' CONCRETE PAD (MAYBE AC IF BENCH LOCATED ADJACENT B L N C H TO TRAIL) REHSONS DESCRIPTION DATE BY MODIFIED PER AS -BUILT INFORUATION 7/2= AL 3/4 ' CHAMFERED EDGE TYP. an DIMENSION REFERENCE LINE ° OUTSIDE FACE OF CONCRIETE FEATURE STRIPE SCALE: 1' = 1' 0,-28147,31 NOTES: 1. FOR LOCATIONS OF PICNIC TABLES, BENCHES, BARBECUE GRILL PADS, AND TRASH RECEPTACLE PADS, SEE PLATES L -2 THROUGH L -10 PICNIC TABLES AT PICNIC SHELTER, BARBECUE GRILLS, AND TRASH RECEPTACLES TO BE PROVIDED BY OTHERS. 2. MINIMUM SPACING BETWEEN' BBQ STANDARDS AND PICNIC TABLES IS 15'. 3. MINIMUM SPACING BETWEEN TRASH RECEPTACLES AND PICNIC TABLES IS 15'. 4. ALL STEEL SHALL BE HOT DIP G;ALVAN!.'M. UNLESS OTHERWISE SHOWN AS -BUILT IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS II RENTON WASHINGTO1 v w„_mw rr. 2E m DaT 111T[ D 8 -99 -0017 E- 19 -1 -70 98DEC03 C -41 o_sx pym SHEET 49 SCANNED SEP 1 9 2007 8 v Ap NOT TO SCALE IF BENCH IS NOT LOCATED ADJACENT TO TRAIL CENTER BENCH ON PAD. P LAN 13'x 6' CONCRETE PAD (MAYBE AC IF BENCH LOCATED ADJACENT B L N C H TO TRAIL) REHSONS DESCRIPTION DATE BY MODIFIED PER AS -BUILT INFORUATION 7/2= AL 3/4 ' CHAMFERED EDGE TYP. an DIMENSION REFERENCE LINE ° OUTSIDE FACE OF CONCRIETE FEATURE STRIPE SCALE: 1' = 1' 0,-28147,31 NOTES: 1. FOR LOCATIONS OF PICNIC TABLES, BENCHES, BARBECUE GRILL PADS, AND TRASH RECEPTACLE PADS, SEE PLATES L -2 THROUGH L -10 PICNIC TABLES AT PICNIC SHELTER, BARBECUE GRILLS, AND TRASH RECEPTACLES TO BE PROVIDED BY OTHERS. 2. MINIMUM SPACING BETWEEN' BBQ STANDARDS AND PICNIC TABLES IS 15'. 3. MINIMUM SPACING BETWEEN TRASH RECEPTACLES AND PICNIC TABLES IS 15'. 4. ALL STEEL SHALL BE HOT DIP G;ALVAN!.'M. UNLESS OTHERWISE SHOWN AS -BUILT IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS II RENTON WASHINGTO1 v w„_mw rr. 2E m DaT 111T[ D 8 -99 -0017 E- 19 -1 -70 98DEC03 C -41 o_sx pym SHEET 49 SCANNED SEP 1 9 2007 8 v Ap 4 29/32 ° X 1 -1/8 ° SLOT A ' 29/32 ' X 1 -1/8 ' SL( B C I 15/16 12 GAGE METAi SECTION � 7' .1 , , —„- 6" X 2' BOTTOM PLATE AND 6" X 6" TRIANGULAR SIDE PLATE WELDED TO SOIL PLATE TO INSURE STEEL TUBE STABILITY IN LOOSE SOILS OR AS DIRECTED BY ENGINEER NOT TO SCALE 3/8 ° X 3° X 2 1/4 " END PLA 2" 4" 1' DIA STUD - m �I 3 2 REwSONS DES€R PnaN 6' -3" STANDARD POST 12" 16" AND BLOCK BREAKAWAY END POST, 4" 4" TRIM AS REQUIRED rl 2" 4- 2" - _ - - NOTES: c 1. ALL GUARDRAIL POST HARDWARE AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH 1 1/ " AP 1'- 9 -1/4" ASTM A123 OR ASTM A153, EXCEPT AS OTHERWISE NOTED. ALL NUTS SHALL COMPLY WITH ANCHOR PLATE SEE DETAIL AMERICAN HEX ANSI SPEaRCATION 818.22 PLAN 2 12' -6" GUARDRAIL LENGHTS SHALL BE USED. GUARDRAIL SHALL BE PRECURVED FOR CURVES LESS THAN 150' RADII (RADIUS TO FACE OF RAIL). 3. GUARDRAIL POSTS SHALL BE PLUMBED AND SET VERTICALLY. POST SPACING SHALL BE 12' -6 r� 3" N 3/8 " PLA 1 1/16 " DIA END PLATE DETAIL NOT TO SCALE 2 HEX NUTS FOR 1" I STUD (SEE NOTE NO. 4) L STANDARD SWAGED 3/4 ° DIA HOLE (EIGHT) CONNECTION FOR 3/4 " CABLE (GUARD RAIL REMOVED) B 6' -3" UNLESS OTHERWISE SHOWN. A 4. OUTSIDE NUT SHALL BE TORQUED AGAINST INSIDE NUT A MINIMUM OF 100 FT -LBS. 5/8 "DIA BOLT AND 5/8 ° DIA BOLT RECTANGULAR WASHER Ir 2' 5/8 " X 18" BUTTON HEAD BOLT WITH 7/32 " OVAL GRIP AND RECESSED HEX NUT j I - W -BEAM METAL GUARDRAIL PAINTED FED STD 5956 120062 2 - 10d NAILS - w _ 29/,,2 X 1 -1/8" SLOTS — BEARING PLATE — NO SPACER °z 3/4 " HOLE (SEE BEARING PLATE DETAIL) =F An - - N Q c) Of 2, _ FORM SOCKET IN CONCRETE TO I �° °I d =� RECEIVE 6" X 8" POST, OR PLACE Ja c3n CONCRETE AROUND 6" X 8" POST Z`" FINISH GRADE WRAPPED WITH 1/2 °THICK I 6' X 8' X 6' -0' TREATED I I I { o STYROFOAM, OR EXPANDED i e° e M (Q ml a POLYSTYRENE FOAM SHEETING TIMBER POST, 6' -3' OC I I PANTED PARK SERVICE BROWN TO FACILITATE BROKEN POST J FED STD 5956 #10091 L•J REMOVAL (SEE NOTE N0. 3) 6 x 6 — 6/6 WELDED WIRE FABRIC (�) 24" DIA CONCRETE FOOTING P. P...4.A.. 0-2S/732 W ®BEAM GUARDRAIL WITH TERMINAL NOT TO SCALE 2 HEX NUTS AND WASHER FOR 1" STUD (SEE NOTE 4) BEARING PLATE WIP 2" STD E ----% _ 0 lui 3/4 " ANCHOR CABLE I SPACER DETAIL p SEE NOTE NOTE: 1" DIA X 7" LONG STUD THREADED ENTIRE LENGTH NOT TO SCALE (GUARD RAIL REMOVED) A oEo DDR 2 FR -1-34 3/16 ° THICK STEEL PLATE 1 6 x 6— 6/6 WELDED e r WIRE FABRIC HEX NUT FOR 247 �i /R ' R111 T ON N 5 /8' MACHINE BO POST AND GUARDRAIL SECTION AND CUT WAS -IE FRONT FACE OF RAIL 5/8 " BOLT 'AL W —BEAM RD RAIL ANCHOR PLATE DETAIL LONGITUDINAL VIEW NOT TO SCALE 6' -6' NOT TO SCALE 8' SECURE FROM ROTATION 4' WITH 2 — 10d GALV. NAILS I I 1 1/16 ' DIA HOLE 5/8 " THICK STEEL PLATE 15 " 5 1/4 ° 3/4 ° DIA (6 X 19) GALVANIZED 3/8 ^ CABLE TO BE SWAGE CONNECTED IIIsIIIIIIIIIIIIIIIfIII d- ANCHOR CABLE DETAIL S"A"P- s7 -2d.� 4 3 LL 176 a BEARING PLATE DETAIL NOT TO SCALE AS-BUILT IF SHEET IS LESS THAN 32" X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTL, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS III RENTON WASHINGTON 3� wnAErxu no - ,. oAh nAh D B -99 -0017 - E- 19 -1 -70 98DEC03 C -42 t :v. pym I . SEE, 50 SCANNED SEP 19 2002 s � r� C' 0 FLOODWALL PENETRATION, ELEVATION NOT TO SCALE V -6' B STEEL SHEETPILE BURN HOLE IN SHEET STEEL PIPE SLEEVE PILING TO PASS SLEEVE I 2 LARGER THAN OD OF PROTECTED PIPE CUT EXISTING PIPE TO DRIVE SHEET - - -- - - - - "" PILE AND REPLACE CASING SEAL FLEXIBLE WATER TIGHT SLEEVE MATERIAL SEE SPECIFICATION TYPE COUPLING SECTION 5101 1/4 v EXISTING PIPE FLOODWALL PENETRATION SECTION NOT TO SCALE C NOTES: 1. FOR STORM DRAIN PENETRATION OF FLOODWALL, CONTRACTOR SHALL EXCAVATE TO EXISTING PIPE, CUT PIPE TO ALLOW SUFFICIENT SPACE DURING FLOODWAH INSTALLATION, CUT SHEETPILE WALL AND RECONNECT PIPE THROUGH SHEETPILE AS SHOWN. 2. WHEN INSTALLING FLOODWALL AT LOCATION OF FIBER OPTICS CABLE, CONTRACTOR SHALL TAKE UTMOST CARE TO AVOID PENETRATING CABLE. CONTRATOR SHALL DRIVE SHEETPILE ADJACENT TO CABLE, BURN NOTCH IN WALL TO ACCOMMODATE CABLE, TEMPORARILY REROUTE CALBE TO FILL NOTCH, DRIVE ADJACENT SHEETPILE, CUT EQUIVALENT NOTCH IN WALL, AND RETURN CABLE TO ORIGINAL POSITION. CABLE SHALL THEN BE PROTECTED AS SHOWN IN FLOODWALL PENETRATION DETAIL. 4 3 W= 1/2 "TO 1/8 "- 1 /T D JOINT SEALANT BOND BREAKER "T" SEE NOTE 4 ( SEE NOTE 1) \ 1/8 "MIN TO 1/2 "MAX SAWED POURED SEALANT WITH BOND BREAKER SEE JOINT SEALANT DETAILS 7 � hd I I CONTRACTION JOINT NOT TO SCALE 2 1/8 "— 1A I W— 1/2 "TO JOINT SEALANT JOINT OIE�4 PREFORMED FILLER SEALANT BELOW TOP OF PANEL SHACKLE THROUGH "I" BOLT 'T' SEE 'T' SEE BACKER MATERIAL NOTE 4 \ ► �— 1/8 "MIN TO 1/2 "MAX SAWED POURED SEALANT WITH BACKER MATERIAL W- 1/2 "TO 5 D JOINT SEALANT FOR DEPTH SEE OIE�4 PREFORMED FILLER MANUFACTURES MATERIAL ( SEE NOTE 2) EXPANSION JOINT NOT TO SCALE 3 REVI90NS DESDRpltcN I W= 1/2 "TO 5 1/8 11 TO 1 4 " s 2 *npj3 ATTACH WIRE TO WALL WITH FOR DEPTH SEE TOP OF JOINT SEALANT 1/8 " TO 1/4 " STAINLESS STEEL ANCHOR MANUFACTURES BELOW TOP OF PANEL SHACKLE THROUGH "I" BOLT RECOMENDATIONS 'T' SEE AND THIMBLE 1 "t 06 2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED MATERIAL THAT CAN BE SAWED OR SECTION REMOVED TO FORM 1/4" R DOUBLE SOCKET 3. JOINT DETAILS SHOWN, REPPRESENT CONTRACTION JOINT MIN 3/4 " PREFORMED REQUIREMENTS, THE DETAILS FOR BOND BREAKER AND DIMENSIONS NONEXTRUDING JOINT 4. THE DEPTH OF WEAKENED PLANE GROOVE 'T` IS EQUAL TO 1/4 ° DIA. STAINLESS STEEL FILLER MATERIAL 5_ D =DEPTH OF SEALANT, 1 1/4 TO 1 1/2 TIMES THE WIDTH OF SEALANT. "3/4 I" BOLT WITH LOCK NUT AT AS -BUILT IF SHEET IS LESS THAN 32' X 21" IT IS A END. CENTER AND EMBED " = 15" IN WALL EXPANSION JOINT NOT TO SCALE 3 REVI90NS DESDRpltcN I W= 1/2 "TO 5 1/8 11 TO 1 4 " s 2 *npj3 FOR DEPTH SEE 1. NONABSORPTIVE 'SEPERATING MEDIUM' REQUIRED TO PREVENT MANUFACTURES JOINT SEALANT FROM FLOWING INTO THE SAWCUT, TO BREAK GUY WIRE TO RECOMENDATIONS 'T' SEE NONCOMPATIBLE MATERIALS. NOTE 4 2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED W= 1/2 "TO 5/8 " 1/8 " TO tf FOR DEPTH SEE MANUFACTURES I RECOMENDATIONS .T. SEE PREFORMED FILLER NOTE 4 MATERIAL I ( SEE NOTE 2) I 1 I —� �-- 1/4 "MIN TO 1/2 "MAX 1/4 "MIN TO 1/2 "MAX PREFORMED JOINT WIRE ROPE CUP AND THIMBLE H� fl° U , CONCRETE FLOODWALL 1/8 "MIN TO 1/2 "MAX SAWED JOINT WITH ELASTOMERIC MATERAL PREFORMED JOINT ELASTOMERIC MATERAL s 2 *npj3 NOTES: 1. NONABSORPTIVE 'SEPERATING MEDIUM' REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO THE SAWCUT, TO BREAK GUY WIRE TO BOND AT THE BOTTOM OF SEALANT AND TO SEPARATE TELEPHONE POLE NONCOMPATIBLE MATERIALS. 2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED MATERIAL THAT CAN BE SAWED OR SECTION REMOVED TO FORM A SEALANT RESERVOIR. DOUBLE SOCKET 3. JOINT DETAILS SHOWN, REPPRESENT CONTRACTION JOINT TURNBUCKLE REQUIREMENTS, THE DETAILS FOR BOND BREAKER AND DIMENSIONS SMALL BE THE SAME FOR CONSTRUCTION JOINTS. 4. THE DEPTH OF WEAKENED PLANE GROOVE 'T` IS EQUAL TO 1/4 THE PAVEMENT THICKNESS AND NOT LESS THAN 2 INCHES. 5_ D =DEPTH OF SEALANT, 1 1/4 TO 1 1/2 TIMES THE WIDTH OF SEALANT. AS -BUILT IF SHEET IS LESS THAN 32' X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS GUY WIRE TO FLOODWALL ATTACHMENT CIVIL DETAILS IV I NOT TO SCALE A �oEo D C =q 2 -3 �L L I'm 7 6 FR' I ' � CI J RENTON WASHINGTON 3= ix,i..ttw nJ n. DALE PLI1 D B -99 -0017 E- 19 -1 -70 98DEC03 C -43 PYM BRB 1 7 51 Fi!?. t�) SCANNED SEP 13 2002 a ,a r 4 1 3 r II �'I II II FLARE ENTRANCE TO OUTLET PIPE I I I I A I 1 v I I PLAN TOP ELEVATION AS INDICATED- I CAST IRON INLET FRAME AND GRATE SEE DETAIL THIS SHEET V GROUT E C NOTES: NOT TO SCALE 1, WALLS MAY BE OF MATERIALS OTHER THAN BRICK - SEE SPECIFICATI ❑NS. CAST -IN -PLACE CONCRETE MANHOLES SHALL HAVE WALLS REINFORCED WITH #4 BARS AT 12' O.C. BOTH WAYS AT CENTER OF WALL, 2, COVER FRAME SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR, 3. FRAME AND COVER SHALL BE SET S❑ THAT TOP OF COVER WILL BE FLUSH WITH GRADE IN PAVED AREAS AND 3" ABOVE GRADE IN UNPAVED AREAS, 4. PIPE CONNECTI ❑NS SHALL BE AS SET FORTH IN SPECIFI- CATIONS, SECTI ❑NI SEWERS; SANITARY, GRAVITY, #4 @ 12' OC EW INVERT ELEVATION AS INDICATED A i N 2' - 0' TOP OF NEW GRADE o I Zr co RENTON WASHINGTOP LEVEE EMBANKMENT ADD ADJUSTING RINGS TO 2' -0' I DACE. vLA. 98DEC03 C -44 - �~►P' ! i' ?817 ■ ®o a .< a� I o pvm BRB SMEE1 52 • 4 3 TO TOP OF NEW GRADE. SCANNED SEP 13 2002 P JOINTS SHALL BE RUBBER > • 2'-2' 113,6 • z GASKETED TO MEET ASTM EXISTING GROUND SURFACE -� 4' o -�� i ° C 443 io I STEPS IN ADJUSTMENT SECTION SHALL HAVE SHALL HAVE 6" MIN CLEARANCE. I I° EXISTING WATERTIGHT L ° I FRAME AND COVER I I I I p I TYPICAL OF TWO LOCATIONS, SEE PLATE C -28 e • i CATCH BASIN 6' I 8, SECTION DRAINAGE INLET TYRE I NOT TO SCALE 1, WALLS MAY BE OF MATERIALS OTHER THAN BRICK - SEE SPECIFICATI ❑NS. CAST -IN -PLACE CONCRETE MANHOLES SHALL HAVE WALLS REINFORCED WITH #4 BARS AT 12' O.C. BOTH WAYS AT CENTER OF WALL, 2, COVER FRAME SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR, 3. FRAME AND COVER SHALL BE SET S❑ THAT TOP OF COVER WILL BE FLUSH WITH GRADE IN PAVED AREAS AND 3" ABOVE GRADE IN UNPAVED AREAS, 4. PIPE CONNECTI ❑NS SHALL BE AS SET FORTH IN SPECIFI- CATIONS, SECTI ❑NI SEWERS; SANITARY, GRAVITY, #4 @ 12' OC EW INVERT ELEVATION AS INDICATED A i N 1' -10 112' 2' -0' 2' -0 1/4' 2' -2' 2' -5 1/4' of r 1 -3/4' B 2 RMSONS DESCP.IPT[om zr A \ M I M m Zr 7/8' 6ff-3/4 1/8' Ln 1 -1/2' 1/8' ao v \ M Ln 1 -5/8' 4' N 1/8' R CTY cu �!■ N 1-5/8-1 I 1 PAD 1 -1/2' X 3/4' X 1/8' THICK , I (TYP) 8 REQUIREt 718 8 1 V (TYP) 1, PAD 1 -1/2'I X 3/4' X 1/8' THICK (TYP) SECTION B —B 1 -3/4' (TYP) 1/8' R (TY F-3/4' NORMAL TO BAR N � M f T_1-_- 1 -5/8' 1/8' 1 -3/4' 12' NORMAL TO BAR CAST IRON INLET FRAME AND GRATE 00.2814734 NOTE. MINIMUM WEIGHT OF FRAME AND GRATE IS 280 LBS. NOT TO SCALE 2' - 0' TOP OF NEW GRADE o I Zr co 1' -10 112' 2' -0' 2' -0 1/4' 2' -2' 2' -5 1/4' of r 1 -3/4' B 2 RMSONS DESCP.IPT[om zr A \ M I M m Zr 7/8' 6ff-3/4 1/8' Ln 1 -1/2' 1/8' ao v \ M Ln 1 -5/8' 4' N 1/8' R CTY cu �!■ N 1-5/8-1 I 1 PAD 1 -1/2' X 3/4' X 1/8' THICK , I (TYP) 8 REQUIREt 718 8 1 V (TYP) 1, PAD 1 -1/2'I X 3/4' X 1/8' THICK (TYP) SECTION B —B 1 -3/4' (TYP) 1/8' R (TY F-3/4' NORMAL TO BAR N � M f T_1-_- 1 -5/8' 1/8' 1 -3/4' 12' NORMAL TO BAR CAST IRON INLET FRAME AND GRATE 00.2814734 NOTE. MINIMUM WEIGHT OF FRAME AND GRATE IS 280 LBS. NOT TO SCALE AS —BUILT I IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS I SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS V 2' - 0' TOP OF NEW GRADE RENTON WASHINGTOP LEVEE EMBANKMENT ADD ADJUSTING RINGS TO I W E- 19 -1 -70 I DACE. vLA. 98DEC03 C -44 - �~►P' ! i' ?817 ■ ®o a .< CATCH BASIN TO RAISE o pvm BRB SMEE1 52 • 4 3 TO TOP OF NEW GRADE. SCANNED SEP 13 2002 P JOINTS SHALL BE RUBBER LL 176 FR' 113,6 GASKETED TO MEET ASTM EXISTING GROUND SURFACE -� o ° C 443 STEPS IN ADJUSTMENT SECTION SHALL HAVE SHALL HAVE 6" MIN CLEARANCE. I I° EXISTING WATERTIGHT L ° I FRAME AND COVER I I I I p I TYPICAL OF TWO LOCATIONS, SEE PLATE C -28 L_- CATCH BASIN EXTENSION AS —BUILT I IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS I SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS V `J r NOT TO SCALE RENTON WASHINGTOP D v; B -99 -0017 I W E- 19 -1 -70 I DACE. vLA. 98DEC03 C -44 - �~►P' ! i' ?817 ■ ®o a .< o pvm BRB SMEE1 52 • 4 3 2 SCANNED SEP 13 2002 LL 176 FR' 113,6 `J r n t3 7 'Row LL 17 6 1 L 4 3 - S ROAD SLOPE VARIES SEE CURB AND GUTTER DETAIL THIS SHEET SEE PLAN 8' EXISTING GROUND BROOM FINISH SLOPE VARIES SLOPE TO DRAIN SEE PLAN 114 "PER f R \ � \ I EXISTING GROUND \ 4" PCC SATISFACTORY FILL A � SIDEWALK LEVEE EMBANKMENT i 'A' IF WITHIN MINIMUM LEVEE IF 2" CLASS ON 'E" 4° BASE SECTION. SEE PCC EXTRUDED CURB 6' CLASS ON COURSE DETAIL THIS SHEET. 6' CRUSHED GRAVEL SIDEWALK ON RIGHT SIDE OF ROAD ONLY FROM STA PRO 1 +87 TO 2 +90 MEET rvlcnue PARK ROAD SECTION q NOT TO SCALE C -33 EXTRUDED ASPHALT OR PCC CURB NO SCALE B CURB, AND SIDEWALK NOTES: 1. A DUMMY JOINT CONSISTING OF 3/8 " OR 1/4 " X 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURB AT A MINIMUM OF 15 FOOT INTERVALS. WHEN CURB IS PLACED BY SLIP - FORMING, A PREMOLDED STRIP TO 1/2 " THICK AND UP TO FULL DEPTH MAY BE USED. 2. EXTRUDED CEMENT CURB SHALL BE ANCHORED TO EXISTING PAVEMENT BY EITHER TIE BARS OR ADHESIVE IN CONFORMANCE WITH WSDOT /APWA STANDARD SPECIFICATION SECTION 8 -04. 3. EXTRUDED ASPHALT CURB SHALL BE ANCHORED BY MEANS OF A TACK COAT OF ASPHALT IN ACCORDANCE WITH WSDOT /APWA STANDARD SPECIFICATION SECTION 8 -04. 1/4' 13/16" TOOLED EDGE (TYP) FIBERBOARD JOINT FILLER SECTION- CURB AND SIDEWALK JOINT NOT TO SCALE 5-1/2" ti 6 -1 2" ^dry TYPICAL PCC CURB AND GUTTER DETAIL NOT TO SCALE DETAIL SHOWS EXISTING MARKER CONSTRUCTION. CONTRACTOR SHALL REMOVE AND RESET MARKERS AS SHOWN OR REPLACE WITH APPROVED EQUAL IF DAMAGED. 24" MARBLE PLAQUE SET IN PCC EXISTING PAVING SAW CUT FULL DEPTH TO BE REMOVED AND TACK COAT i _ ro a I.N1LE ' EDGE OF EXISTING PAVEMENT EXISTING AC a 400 METER PAVEMENT NEW AC PAVING _ _ _ Mx� NEW BASE COURSE 12° MIN 12" MIN J G 12 C1 ■ EXISTING BASE MATERIALS a TOPSOIL 7� AND SEED JOINT BETWEEN NEW AND EXISTING FLEXIBLE PAVEMENTS GRAVEL BASE COURSE NOT TO SCALE 1/4 MILE MARKER DETAIL NOT TO SCALE ■ aYM % 4 3 LL 176 a 2 12' —WHITE STRIPING (TYP) 24' 12' TYPICAL CROSSWALK DETAIL NOT TO SCALE FILTER FABRIC MATERIAL 2X2X14GA WARE FABRIC USE STAPLES OR WIRE OR EQUIVALENT RINGS TO ATTACH FABRIC TO WIRE q Fl C -46 II N II II ai r. II II II II N II II II II Li I_ 6' MAX I 2X4 WOOD POSTS, STANDARD OR EQUAL ALTERNATE: STEEL FENCE POSTS CII T 171 7 N('F NOTE- PLACE SILT FENCE BETWEEN CLEARING LIMIT AND RIVER TO PREVENT UNCONTROLLED RUNOFF FROM ENTERING RIVER. REMOVE 3 WEEKS AFTER LEVEE HAS BEEN SEEDED. FILTER FABRIC MATERIAL 2X2X14GA WIRE FABRIC OR EQUIVALENT LAY FABRIC ON THE SURFACE En ON UPHILL SIDE AND PROVIDE 3/4 ' - 1.5' WASHED GRAVEL BACKFILL ON BOTH SIDES OF FENCE 12" MIN 2X4 WOOD POST ALT: STEEL FENCE POST DETAIL q NO SCALE C -46 Ell REVISIONS DESCRIPTION Ili � DAiE OY MODIFIED PER AS-MILT [WORMAiION ICI 7/29M I 9y TRAIL OVERHEAD LIGHTING NOTES: 1. POLES SHALL BE LAMINATED, PRESSURE TREATED TIMBER, PACIFIC COAST DOUGLAS FIR. THE PRESSURE TREATMENT SHALL BE PER AWPA STANDARDS P8, P9 AND C -28. POLES SHALL MEET NEMA DEFLECTION REQUIREMENTS FOR 10OMPH WINDS INCLUDING A 1.3 GUST FACTOR. ABOVE GROUND MOUNTING HEIGHT SHALL BE 20 FEET AND TOTAL HEIGHT 24.5 FEET. THE CROSS SECTIONSHALL BE 5- 1/8 INCH WIDE AND 4 -1/2 INCH THICK. THE FINISH SHALL BE SMOOTH. 2. POLE INSTALLATION SHALL BE PER MANUFACTURER'S REQUIREMENT, USING CONCRETE AT LEAST 24 INCHES DIAMETER AROUND THE POLE AND BETWEEN GRADE AND TO THE BOTTOM OF THE POLE. 1 INCH PVC CONDUIT SHALL BE RUN BETWEEN ACCESS HOLE AND JUNCTION BOX INSTALLED 3 FEET FROM THE POLE. 3. JUNCTION BOX SHALL BE INSTALLED NEAR EACH POLE FOR SPLICING OF CONDUCTORS. THE BOX SHALL BE WATERTIGHT, TESTED IN ACCORDANCE WITH NEMA 4. MATERIAL SHALL BE POLYMER CONCRETE AND HEAVY -WEAVE FIBERGLASS REINFORCEMENT. THE COVER SHALL BE SUITABLE FOR 8000 POUNDS SERVICE LOAD WITH 'ELECTRIC' LOGO., GASKETED, WITH 3/8 INCH 16 -NC HEX BOLTS W /GASKET AND PULL SLOT. THE BOX SIZE SHALL BE 21 -5/8 INCH LONG -11 5/8 INCH WIDE 8 59/64 INCH DEEP WITH OPEN BASE. 5. INSTALL 1 INCH PVC CONDUIT BETWEEN JUNCTION BOXES AND TWO TIMER /METER BOXES, ONE NEAR THE STADIUM ALONG THE TRAIL AND OTHER NEAR REST ROOMS. THE CONDUIT SHALL BE INSTALLED 24 INCH BELOW GRADE MINIMUM AND STUBBED UP INTO JUNCTION BOXES AND METER/TIMER BOXES. USE RIGID STEEL FE ❑WS OR CONCRETE ENCASEMENT FOR STUB -UP T❑ PROVIDE RIGIDITY. PROVIDE METAL DETECTION TAPE A FOOT BELOW GRADE AND ABOVE CONDUIT. 6. PROVIDE 2 #8 AND 1 #10 GROUND WIRE IN CONDUIT/ JUNCTION BOXES FOR USE AS FEEDER WIRE. THE WIRES TO FIXTURE MOUNTED ON POLE SHALL BE 2 #12 AND 1 #12 GROUND. CONNECT EACH #12 PHASE WIRE TO #8 VIA 1 AMP IN -LINE WITERTIGHT FUSE AT THE JUNCTION BOX. GROUND WIRES SHALL BE USED FOR GROUNDING ALL METAL PARTS. 7. EXISTING LIGHT FIXTURES SHALL BE REMOUNTED ON POLES AND CONNECTED TO WIRES /CIRCUITS PER EXISTING CONNECTIONS. FIXTURES ARE 100WATT, 0.52 AMPS 240 VOLT WITH H38 LAMP. 8. ALL ELECTRICAL WORK SHALL COMPLY WITH NFPA 70, NATIONAL ELECTRICAL CODE, 1996 EDITION, STATE AND LOCAL CODES. 0% do'bas u—'earof3b AS -BUILT IF SHEET IS LESS THAN 32' X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE ; CORPS OF ENGINEERS ' SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS VII RENTON WASHINGTOP Y M��i,;ii(n OD � B -99 -0017 E- 19 -1 -70 98DEC03 C -46 A •D Es . D . >.r tt45u Pvm C � SuEEi 53 2 n ' F' �6 SCANNED SEP 13 2002 s � �j ar A B 4 3 TRAIL ROFILE GRADE ROUND OFF EDGE 8' 1 —•1 If t z TOPSOIL AND SEED (SEE LANDSCAPE PLANS) 2 CLASS A AC ZLE E 4" BASE COUR SE COMPACTED SUBGRADE ILL OR LEVEE EMBANKMENT MATERIAL RIGHT BANK TRAIL SECTION IN PARK NOT TO SCALE LEVEE OVER —BUILD LEVEE SEE PLAN FOR LOCATIONS 8' MIN AT PROFILE GRADE MINIMUM LEVEE PRISM FOR COMPACTION ROUND OFF EDGES AT GRADE BREAKS SIDE SLOPES VARY SEE PLAN (2H:1V MAX) 2' MIN EXCEPT AT �� LEVEE EXISTING GROUND SURFACE PAVED EDGE � -- EMBANKMENT_ STRIP 6" SOD AND TOPSOIL AND REMOVE AC PAVEMENT, AND BASE MATERIAL RIGHT BANK LEVEE SECTION IN PARK q NOT TO SCALE C -25 EXISTING GROUND SURFACE TOP OF LEVEE 5 1 EXCAVATE AND BACKFILL EXISTING GROUND SURFACE / WITH COMPACTED LEVEE EMBANKMENT MATERIAL ANGLE OF REPOSE WIDTH AT BOTTOM OF EXCAVATION IS 3' LEVEE END AT INTERSECTION WITH EXISTING GROUND NOT TO SCALE C124 8° 3/4 3' C °C MIN H (VARIES SEE PROFILE) COMPACTED BACKFILL C �rm'ii a #4 @12" I B'DME T LENGTH = H 16 MIN PCC CURB WALL (STA RT 68 +08 - 73 +80) (STA 58 +40 - 59 +10) NOT TO SCALE 2 3/4 " CHAM 2" CLR FINISH GRADE 6" 3" CLR iiA, it, v ° FEATURE STRE, SEE PLATE RP:CLDB ° 6" OF GRAVEL BACKFILL 18" OR 24" SEE PLAN #4 ®16" 1/2 " WEEP HOLES ® 4' ° FINISH GRADE ° - ®12" ALTERNATE LEG 18' 2" CLR ° 3 #4 EVENLY SPACED ANGLE OF REPOSE 4' BASE COURSE 24' RETAINING WALL SECTION g NOT TO SCALE L -11 5/8 " x 3' BOL FLAT WASHER #5 — CONNECTING LINK AVER EDGE CONNECTION DETAIL NOT TO SCALE VERY ROUGH FINISH, 1/2 ° INDENTATIONS 3° 1/2 - 0 0 , 0 6 1/2 ' 15 — CONNECTING LINK 1 5/ 14° SECTION A -A NOT TO SCALE 3 — #4 EVENLY SPACED q #5 — CONNECTING LINK 3" ! 3' 14' 36" 12' A �p BOAT LAUNCH RAMP PAVERS NOT TO SCALE v LAND SIDE vv #4's, TACK WELD TO ANGLE 18' X 2" HOOK v WALL REINFORCING 5/8 " DIA x 4 1/2 " ANCH BOLT ® 6" O.C. WITH NUT, WASHER, AND LOCK WASHER o D 0 PCC CURB WALL THIS PROJECT v° EXISTING PCC WALL LS'x3'x 1/2 " FULL HEIGHT v RIVER SIDE PCC CURB WALL ATTACHMENT DETAIL, PLAN SCALE: 1" = 1' -0" 'x= 4 3 2 176 LL F R' 1:3'19 REVISIONS DESCRIPTION NOTES_ 1. INSTALL BOAT LAUNCH RAMP PAVERS AT BOAT LAUNCH RAMP (APPROX. STA RT16+80) FROM ELEV. 180' TO ELEV. 15.0'. MAXIMUM SLOPE IS 18X BURY SINGLE PAVER 3' INTO EMBANKMENT AT START OF PLACEMENT AS DEADMAN AND CONNECT TO FIRST PAVER BLOCK WITH 3/4 - EYE BOLT ANCHOR ROD. 2_ INSTALL BOAT LAUNCH RAMP PAVERS ON 4' LAYER OF COMPACTED BASE COURSE FILL SPACE BETWEEN PAVERS WITH BASE COURSE to -8I737 AS -BUILT IF MEET IS LESS THAN 32° X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS VIII RENTON WASHINGTO1 D B -99 -0017 E- 19 -1 -70 98DEC03 I C -47 mc++. pym AlEET 55 J"7 7 SCANNED SEP 13 2002 S 0 L! d C A I RAILS AND PICKETS TO BE GALVANIZED. INSTALL HANDRAIL ON BOTH SIDES OF STAIRS j FINISH GRADE OF PAVERS (QV. — 20!) CONCRETE SLAB 18' Uff (ELEV.— 19.50) 4 -i g•-i SEE PLATE L -11 FOR STAIR LOCATION I 8' ID I♦ C I 1 1 11 2 "DIA. 3/4 " DIA. PICKE SC ED 80 ® 4" OC MAX BOTTOM EVENLY SPACED RAIL 3.5" 3.5" 3 5' -8" 2" DIA. SCHED 80 I PIPE HANDRAIL I WITH WELDED JOINTS #4 012" O.C. I CHEEK WALL C_ STAIRS, 6" RISE x 12" TREAD SECTION A -A SCALE: 1/2 " = i' -0" H 1" CLAY PAVERS q -*T STAIRS AT RESTROOM - PLAN SCALE: 1/2 " = 1' -0" 4 3' —0" MEET AC TRAIL (ELEV. -25') 6" 4" PIPE COLLAR PINNED TO POST 2° SCHEDULE 3. GALVANIZED STEEL PIPE TOP OF CHEEK WALL C-48 a CORROSION — RESISTING 3" DIAM NOM. STEEL PIPE SLEEVE ol iD QUICK SETTING ° HYDRAULIC CEMENT CORROSION— RESISTING 3 "X3"X 1/4 - STEEL PLATE RIPE SLEEVE DETAIL q NOT TO SCALE C -48 CENTER RAIL ON WALL 1 3/4 " CHAMF 8" CHEEK WAIT � T— CONSTRUCTION JOINT #4 ®12" ol go 1" DIA. BOTTOM RAIL ANGLE OF REPOSE 4" GRAVEL BASE COURSE TOP OF CHEEK WALL 4" PCC \ ' 6° MIN SECTION B -B NOT TO SCALE NOT TO SCALE 1,t48 A.oEo D Esc , Da 2 R n Illomw �LL 17 6 FR 141to PEVISIONS DESCRIPTION GATE er U001FIED PER AS —BUILT IWORMATION /20Ui i JFI/ 0-281#738 AS -BUILT IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS CIVIL DETAILS IX RENTON WASHINGTON lT N \Ta1ilV NJ _:4E Y" DaiE ?LaZ D B -99 -0017 E- 19 -1 -70 98DEC03 C -48 DX]i. PWN BEET 56 creuucn CCD 7 R MMi e p L I �j 0 LL 176 FR r A B C SYMBOL f S''v/o - s7- Z8e7 0 O O O O O O O O O O O O O O O 4 PLANT MATERIAL LIST AND LEGEND (PARK PLANTINGS -RIGHT BANK) 3 QUANTITY" TAG BOTANICAL NAME /COMMON NAME SIZE CONDITION TREES 4 AC AESCULUS CARNEA 'BRIOTTII' 2" CALIPER BB, WELL — PACIFIC DOGWOOD 8 RED HORSECHESTNUT ARMSTRONG MAPLE BRANCHED 45 AF ACER X. FREEMANII 'ARMSTRONG' 2_1/2° BB, WELL— 3 SP ARMSTRONG MAPLE CALIPER BRANCHED 59* AR ACER RUBRUM 'SUNSET' 2" CALIPER BB, WELL — DOUGLAS FIR PT RED MAPLE QV BRANCHED 1 CC CERCIS CANADENSIS 1_1/2" BB OREGON ASH REDBUD CALIPER 38 3 CH PRUNUS SP. 2" CALIPER BB FLOWERING CHERRY 10' -15 or- 7 CP CRATAEGUS PHAENOPYRUM 2" CALIPER BB B & B WASHINGTON THORN WESTERN RED CEDAR 3 GB GINKGO BILOBA 4' CALIPER BB TSUGA HEfEROPHYLLA 6' -7' HT. MAIDENHAIR TREE 2 LT URIODENDRON TULIPIFERA 2" CALIPER BB, WELL- 52 TULIP TREE AMELANCIER ALNIFOUA BRANCHED 1 LW LABURNUM WATERERI 5' -6' HT. BB 48' OC. GOLDEN CHAIN TREE 86 C 105 PC PINUS CONTORTA 5508' -9' HT., BB WILD LILAC SHORE PINE 50010' -12' HT., 378 5 PM PSEUDOTSUGA MENZIESII 8' -g' HT. BB DOUGLAS FIR BLUEBLOSSON 1 QV QUERCUS VIRGINIANA 8' -10' HT„ CONT. 5 GALLON CONT LIVE OAK 15 GALLON 7 SB SALIX BABYLONICA 3" CAUPER BB, WELL- MA MAHONIA AQLWODUM WEEPING WILLOW CONT BRANCHED 1 SP STEWARTIA PSEUDOCAMELLIA 5' -6' HT. BB 86 JAPANESE STEWARTIA OEMLERIA CERAS=ORMIS 5 GALLON SHRUBS 13 CJ CAMELLIA JAPONICA 5 GALLON CONT. 48" OC. HARDY PINK CAMELLIA PCN 48" O.C. 58 CH CISTUS HYBRIDUS 5 GALLON CONT. NINEBARK WHITE ROCK ROSE 48" O.C. 70 CP CISTUS PURPUREA 5 GALLON CONT. PURPLE ROCK ROSE 48" O.C. 105 CF CORNUS FLAVIRAMEA S -4' BR, OR CONT. CUNT. YELLOWTWIG DOGWOOD 5 GALLON 48" O.C. 138 CS CORNUS STOLONIFERA 3' -4' BR, OR CONT. ROSA NUTKANA 2 GALLON RED -OSIER DOGWOOD 5 GALLON 48" O.C. 36 EA EUONYMOUS ALATA 'COMPACTA' 3' -4' BR, OR CONT. 100 RS DWARF -WINGED EUONYMOUS 5 GALLON 48" O.C. 20 FM FUCHSIA MAGELLONICA 'RICARTOONII' 2 GALLON CONT. 48' OC_ HARDY FUCHSIA SG 48' O.C. 369 FI FORSYTHIA INTERMEDIA 'SPRING GLORY 3' -4' BR, OR CONT. COLLECTED 24' O.C. 1494 SPRING GLORY FORSYTHIA 5 GALLON 48" O.C. 100 HQ HYDRANGEA QUERCIFOLIA 3' -4' BR, OR CONT. COLLECTED 24 O.C. GROUNDOOVERS OAKLEAF HYDRANGEA 5 GALLON 48" O.C. 17 IC ILEX CORNUTA BUFORDII 2 GALLON CONT. LONGLEAF OREGON GRAPE BUFORD HOLLY 36' O.C. 48" O.C. 87 LO UGUSTRUM OVALIFOLIUM 3' -4' BR, OR CONT. CALIFORNIA PRIVET (NON- VARIEGATED) 5 GALLON 48' O.C. 36 MA MAHONIA AQUIFOLIUM 5 GALLON CONT. 1 GALLON CONT. TALL OREGON GRAPE 48" O.C. 41 PLO PRUNUS LAUROCERACUS 'OTTO LUYKEN' 5 GALLON CONT. OTTO LUYKEN LAUREL 48" O.C. 63 ST SPIRAEA THUNBERGII 2 GALLON CONT. THUNBERG SPIRAEA 48" O.C. 68 SV SYRINGA VULGARIS S -4' BR, OR CONT. LILAC 5 GALLON 48" O.C. 430 VO VIBURNUM OPULUS 'COMPACTUM' S -4' BR, OR CONT. DWARF HIGHBUSH CRANBERRY 5 GALLON 48" O.C. 4' MINIMUM TOPSOIL RIGHT BANK, AND HYDROSEED PER SPEC. ROLL * 35 REPLACE LONDON PLANE (PA) TREES, POPLARS (P), AND ALDERS (A) BEING REMOVED **QUANTITY NOTE- QUANTITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR D-29173A EXISTING TREES 0 BE TRANSPLANTED SEE LANDSCAPE PLANS OR NEW LOCATIONS) QTY. ** SYMB. SPECIES 3 PC SHORE PINE 5 CP WASHINGTON THORN 1 CN PACIFIC DOGWOOD 8 AF ARMSTRONG MAPLE 8 AR RED MAPLE 1 PT EMPRESS TREE 3 SP JAPANESE STEWARTIA 2 GB MAIDENHAIR TREE (GINKGO) 2 AC RED HORSECHESTNUT EXISTING TREE TRANSPLANTING NOTE: 1) NEW LOCATIONS FOR EXISTING TREES WHICH WERE REMOVED, BALLED AND BURLAPPED, AND STORED FOR TRANSPLANTING SHALL BE STAKED OUT IN THE FIELD BY THE CONTRACTOR AND AP- PROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. 2) MEMORIAL TREE PLAQUES SHALL BE RE- IS TALLED WITH THE SAME TREE AS WHEN REMOVED BY THE CONTRACTOR. XISTING TREE LEGEN SEE DEMO DRAWINGS SYMBOLI TREE SPECIES A ALDER AC RED HORSECHESTNUT AF ARMSTRONG MAPLE AR RED MAPLE CC REDBUD CH CHERRY CN PACIFIC DOGWOOD CP WASHINGTON THORN GB MAIDENHAIR TREE (GINKGO) LT TULIP TREE LW GOLDEN CHAIN TREE P POPLAR PA LONDON PLANE TREE PC SHORE PINE PM DOUGLAS FIR PT EMPRESS TREE QV LIVE OAK SB WEEPING WILLOW SP JAPANESE STEWARTIA ALI* i 0 r 0 O O 0 r - --1 r - --1 2 PLANT MATERIAL LIST AND LEGEND (MITIGATION PLANTINGS) QUANTITY" TAG BOTANICAL NAME /COMMON NAME SIZE CONDITION LT. BANK RT. BANK TREES 256 A ALNUS RUBRA S -4 BR EI{ OR CONT RED ALDER OR 5 GAL If OC. 35 AG ACER GLABRUM VAR. DOUGLASI f -6• HT CONTAINER DOUGLAS MAPLE If OC. 27 FL FRAXINUS LADFOLIA 4' -6' HT CONTA2ER OREGON ASH 10'-15 OC. 38 PC PINUS CONTORTA 6' -7' HT B & B SHORE PINE 10' -15 or- 8 TP THUJA PUCATA 6' -Y HT. B & B WESTERN RED CEDAR 10' -15 M 8 TH TSUGA HEfEROPHYLLA 6' -7' HT. B & B WESTERN HEMLOCK 10' -15 OC. SHRUBS 52 AA AMELANCIER ALNIFOUA 5 GALLON COPT. SERVKEBERRY 48' OC. 86 C CEANOTHUS KIEGER14MUS 2 GALLON COUP WILD LILAC 48' O.C. 378 CT CEANOTHUS THYRSWLORUS 2 GALLON CONT. BLUEBLOSSON 48' O.C. 112 U LONICERA INVOLUCRATA 5 GALLON CONT BLACK TWINBERRY 48' OC 85 MA MAHONIA AQLWODUM 2 GALLON CONT TALL OREGON GRAPE 48' O.C. 86 OC OEMLERIA CERAS=ORMIS 5 GALLON CONT. INDIAN PLUM 48" OC. 112 PCN PHYSOCAI'ir'u'S CAI A71US 2 GALLON CONT. NINEBARK 48' OC. 98 PE PRW—IS EMARGINATA 5 GALLON CONT. BITTER CHERRY 48' OC. 70 PL PHILADFIPHUS LEWISII 2 GALLON CUNT. WILD MOCK ORANGE 48' OC. 335 611 RN ROSA NUTKANA 2 GALLON CONT. NOOTKA ROSE 48' O.C. 100 RS RITES SANGUINEUM 3' -4' BR, OR BR OU COPT. RED - FLOWERING CURRANT 5 GALLON 48' OC_ 820 SG SALM GEYERIANA LIVE STAKE OR CUTTING/ GEYER'S WILLOW COLLECTED 24' O.C. 1494 1140 SALDK !&SANDRA LIVE STAKE OR CUTTING/ PACIFIC WILLOW COLLECTED 24 O.C. GROUNDOOVERS 415 MN I MAH(MOA NERVOSA 1 GALLON CONT. LONGLEAF OREGON GRAPE 36' O.C. 1502 350 GS GAULTHERIA SHALLON 1 GALLON CONT SALA 36' O.C. 310 PMS POLYSTIC HUM MUNITUM 1 GALLON CONT. SWORDFERN 36' O.C. 4' MINIMUM TOPSOIL RIGHT BANK, A g (2' MINIMUM TOPSOIL LEFT BANK UNLESS INDICATED OTHERWISE) AND HYDROSEED PER SPEC., MIX A OR B AS INDICATED GENERAL LANDSCAPE NOTES: TREES, ALDERS, AND POPLARS) SHALL BE TRANSPLANTED TOLNEW LOCATIONS AS SHOWN. SEE TABLE THIS SHEET OF EXISTING TREES TO BE TRANSPLANTS 2 ALL OTHER TREES TO BE REMOVED AND NOT TRANSPLANTED SHALL BE REPLACED IN KIND WITH SIZE AS INDICATED IN PLANT LIST (SEE LANDSCAPE PLANS FOR LOCATIONS); WITH THE EXCEPTION OF THE LONDON PLAN TREES, ALDERS, AND POPLARS WHICH SHALL BE REPLACED WITH SUNSET RED MAPLES, 2' MINIMUM CALIPER. 3) MITIGATION PLANTING TO BE INSTALLED NO FURTHER INTO PARK THAN 15' BACK FROM TOP OF RIVER BANK. MITIGATION PLANTINGS ARE TO BE INSTALLED ON BOTH RIGHT AND LEFT BANK ALONG RIVER BANK AS INDICATED ON LANDSCAPE PLANS. 4) CONTRACTING OFFICER SHALL APPROVE ALL PLANT MATERIAL AND PLANTING LAYOUTS PRIOR TO INSTALLATION. 5) EXISTING IRRIGATION SYSTEM TO BE REDESIGNED AND INSTALLED BY CONTRACTOR TO FIT NEW SITE LAYOUT AND NEW AND EXISTING PLANT MATERIALS. REDESIGN OF EXISTING SYSTEM SHALL BE BASED ON IRRIGATION SYSTEM REFERENCE DRAWINGS PROVIDED AND SPECIFICATION SECTION 02811, IRRIGATION SPRINKLER SYSTEMS. 6) ALL EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING PLANTING AND LANDSCAPING OPERATIONS. 71-7 0Da 2 LEFT BANK ONLY UPSTREAM OF HANGARS LEFT BANK DIMLY 7) ALL VEGETATION SHOWN TO REMAIN THAT IS DAMAGED OR DESTROYED DUE TO CONTRACTOR ACTIVITIES AND NOT SHOWN OTHERWISE SHALL BE RESTORED. RESTORA- TION SHALL INCLUDE REPLACING DECIDUOUS TREES WITH A 4' MINIMUM CALIPER TREE OF THE SAME SPECIES; REPLACING EVERGREEN TREES WITH A 5' MINIMUM HEIGHT TREE OF THE SAME SPECIES; AND REPLACING SHRUBS OR GROUNDCOVERS WITH A MINIMUM 2 GALLON CONTAINER SIZE OF THE SAME SPECIES. 8) FOR CIVIL AND LANDSCAPE ABBREVIATIONS, SEE PL G-4. 9) EXISTING DESREABLE AND NATIVE VEGETATION TO BE PRE- SERVED SHALL BE TAGGED IN FIELD BY CONTRACTOR AND APPROVED BY CONTRACTING OFFICER PRIOR TO ANY CLEARING OR SITE PREPARATION ALONG BOTH RIGHT AND LEFT BANKS FOR MITIGATION PLANTING. SITE PREPARATION FOR MITIGATION PLANTING TO INCLUDE REMOVAL OF GRASS /WEEDS AND TILLAGE ?ER SPEC SECTION 02950. 10) TREES SHALL BE PLANTED A MINIMUM OF 15' FROM ALL PAVING EDGES AND SITE FURNISHINGS (EG. LIGHT POLES, BENCHES, ETC.). IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE AS -BUILT CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS PLANT LIST /LEGEND AND GENERAL LANDSCAPE NOTES RENTON WASHINGTC �rnnrn D I B -99 -0017 I E- 19 -1 -70 98DEC03 L -1 YOROZU a" S KRINDE Ell 58 SCANNED SEP 13 2002 s 4 e 4 3 2 36 -LO - O U A' RT Op BENCH, TWO -TYP. — NOTES- — �w SEE PLC -41 I 1) SEE PL L -1 FOR PLANT LIST/LEGEND AND 2 -AR GENERAL LANDSCAPE NOTES. a 1Y RT I 2) SEE PL L -12 FOR LANDSCAPE DETAILS 1 -CH 2 -PC 1 -CH 2_PC Paved Parking - \ / \ - - -- - -- -- -- _ -- — 2 -P j E 1.28 1 -PC y `90 =_� 7 CS 7 -C IS BENCU- -M - --- - -_— -4 RT -4- -- 16 +00 - - - - - -- + / CH — PICNIC-TABLE, TYP. 6�-Cy 3 -PC SEE-PL C-41 1 -PC _ -AA 1 N 1 -RN 1 -PC 48 -CF 1 -FL 1 -FL 48 -RN 17 -AA 2- 4 -AA �N �9, -Cl E C I 4 i 3 c Mo��A A.oEo D po. 2 �LL 176 FR 143 ti 4 L -2 L-4 L-6 L—B L� L -3 L -5 L -7 KEY PLAN No sDV.E AS -B' JILT 1* = 30. 30' 15 0 30' 60' IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN I ' RENTON WASHINGTON s 99'00"' '- + ua DaK c�zh D B —-17 E- 19 -1 -70 98DEC03 L -2 oxx YOROZD /CAESAR °iA SMNDE "'EE' 59 '4 C�. %::> — -U"7;;v;' J 1 0 18 -CI 6 -CI 12 -RN -- 16 -RN - - - - -- 10 -RN 50 -SG 3 -PC 20 -PCN 36 -SG 5 -PCN 20 -RN 8 -PCN 39 -SG 74 -SG 16 -SG 8 -AA 17 -RN 32 -SG I 19 -SG 20 -SG � I 03 f CEDAR RIVER q B ?,29= FLOW i� � -?81�3l� Hit (N / E C I 4 i 3 c Mo��A A.oEo D po. 2 �LL 176 FR 143 ti 4 L -2 L-4 L-6 L—B L� L -3 L -5 L -7 KEY PLAN No sDV.E AS -B' JILT 1* = 30. 30' 15 0 30' 60' IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE. WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN I ' RENTON WASHINGTON s 99'00"' '- + ua DaK c�zh D B —-17 E- 19 -1 -70 98DEC03 L -2 oxx YOROZD /CAESAR °iA SMNDE "'EE' 59 '4 C�. %::> — -U"7;;v;' J 1 0 4 I 3 1 2 2l 2 2 2 F 1.299,, i o 0 0 0 0 �o 0 00 _ -- —CAN CAN -- _ - - -- I t _ 10 -V0. 66 -HQ, 36 -EA 1 -PC NOTES: 1 -AR 11PV0 12- 1 -PC — — — 1-CPA — 2- I o 5 -AR 1 - 2 -Fl, 17 -ST - 1) SEE PL L -1 FOR PLANT LIST/LEGEND AND 1 -PC - - — GENERAL LANDSCAPE NOTES• 2) SEE PL L -12 FOR LANDSCAPE DETAILS. 2 -AR +00 RT 7 . \\� 4 -PC -Q=TR- _'�T 21 - -- �_ _ ___ �- f 1.299,Opa I R 1 0 25-HQ \S19't353E �- - - ��E�� _ \�T �Q S2� 16•E 1� --------------- - - - - -- - - -�� -- - - - - -- 1 -CP st53s'42'E "T / �X 1 -LW 9 -H _ 1 -AR 2 -CP = - -- 2 -AR _ ICNICJABLES�TWO }� �\ SEE PL. 1 _ 04 21 -RN _-2- A1t- -�� _ 5 -AG - - - -- -- ' 7 -P 9 -PLC _�� 1 -FL _ - - - -- 3 -PC 73--EAG i �"P� 3 -AG _] BENCH, TYP. i- P20-Fl, F C -41 - Q Q -RN 6- =pl _ c�� _ �� • 11 -PCN - Q �I 2 -PC 9 -RN / 19 PMS 12 -RN 59 -GS 22 RN 52 -SG 7 -PCN 3 -PCN 16 -PMS ti 14-SL 4 -PCN 39 -SL 17 -GS ill 16 -RN 15 -SL FI 31 -GS 7 -RN 2-FL nr 11 B 180' ENINC E ,29g8$o i CEDAR RIVER FLOW L -2 L -3 L-5 L -7 I L-8 �.oEo I �Da 2 F R L -3 L-4 L__6 KEY PLAN NO SCALE I AS -BUILT 30' 15' 0 30' 60' \' 1' = 30' -1 I IF SHEET IS LESS THAN 32' X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE I CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN it I I RENTON WASHINGTC 3' ixttiahlN N° .Z£ NO DAIS PLATE I D B -99 -0017 E- 19 -1 -70 98DEC03 L -3 D YOROiU /GAESAR x SMNDE >EtT 60 SCANNED SEP 13 2002 a � ti. C� D i A B 4 I 3 i war, a wM I � ❑ 1 3 E 1.298 ,��, 1 I f- TABLES f 299,15p 1 f� M 25-PMS o Rill 1-PE 4 14- 37 -SL Q4 �I �i �I �I -E 1,299,000 -I I I I 0 r- — o-. 3-PC r—A 4 12 -RN 40' OPENING CEDAR RIVER FLOW 3 0 2 O n � �O 2 2 „ FOR ENLARGED PLAN OF RESTROW AREA -SEE PL --U-11 � 1111111 I I I I I I NOTES- 1 1) SEE PL L -1 FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES. 2) SEE PL L -12 FOR LANDSCAPE DETAILS_ I t -�q2V4S 2E E- PICNIC 7 EL�C'41 P - - - - - -- - - ELTER, 5-AG 0 i Eq 2 -FL - ' - - 4 6 -SG 16 -SG 1 -PC 6 -OC I� IU 42' OPENING �I f� I D s281730 I i L-10 \ L -2 L-4 L__6 L-8 \ r I I L-s L-3 L -5 L -7 N I KEY PLAN to- cs + 10 SCALE i c I AS -BUILT 30' 15' 0 30' 60' 1' = 30 I I IF SHEET IS LESS THAN 32° X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY s ( U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS _— SEATTLE, WASHINGTON — -- LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS _ 3 LANDSCAPE PLAN III RENTON WASHINGT01 �7 r." ` D B -99 -0017 E- 19 -1 -70 onrz 98DEC03 L -4 YOROMICAESAR ax SKRINDE ET 61 r? - �� SCANNED SEP 13 2002 s A FR 1:45 i' v 0 4 L-9 L-3 C-5 C -7 KEY PLAN No SCALE 3 2 I I AS -BUILT 3D' 15' 0 30' 60' 1' - 30' G IF SHEET IS LESS THAN 32° X 21' IT IS A \ I REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE I CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS I LANDSCAPE PLAN IV RENTON WASHINGTON 3_ wra �v no G� x Day[ aLIrt D B -99 -0017 E- 19 -1 -70 98DEC03 L -5 - YOROZU /CAESAR . WMNDE I ""E' 62 W � co C" 8 � r I , A I -- - - - 1 -PC 6 -PC- - _ ^ o NOTES - - 3 -PC C o _ �� ° _ n P`' I 1) SEE L -1 FOR PLANT LIST/LEGEND AND PL W GENERAL LANDSCAPE NOTES_ 2 -PC �> \ 2) SEE PL L -12 FOR LANDSCAPE DETAILS_ - 1 -Ae- -- _ CD _ }� - - _ _ - -RT- 3308 -� 1� A � � \ -AC -AC - -�PC� 1-AR r -�_ - - -- _ - - �\ 3 -PC \ CH T1 1 �T;32t90_ r� a7'20'4n - -- r �- BENCH, TYP_, 1-AR _ RT 3 1 -PC 2 -AR T 333�9�__ y R RT "� - 36� 101 -VO 26 -V0. S21'17'26"E t �i- _ 0 0 -PCB \ 27 FI $L€ TYP., 1_PC f 1299,30p r- �\ IrL -2C-,C-41 �_ --� ��'` RT y� �� d 11--1F 1-PT_ 00 y T 3 U �2-MA - - - -- r � � • n \\ 2�PE _ -� -_ -_ � �=�FTS _459'00 10- - -_ 4 -w PC ,5 0 1 ' ' ' �� c' e, __ -- Co / 3-PC 29 -SL -- � 15 15- - -- - -RiV I OC 1 _ _� 1 -FL 24-SG 1 _ 14 -PS 4 - ,6 -RN 24-GS 14-PE ,8 -SL 45-SG 1 -PC 15-MA F 33-GS H 24 -SG 14- 15 -SG 7- 55 -SL ENC 9 -PCN 11 -RN 5 -RN 12 -� 20-SG 14 I rr -__`\ S PL C -41 J CONCRETE FLOODWAI!, I � - - -- % : SEE CIVIL PLANS 2&2P3E - -- -- IN B �I I� �I I� I E -j,29g 5 = 1 50 0 I 70-SL n, Iv 15-MN m- C I E 1,299,000 I 1 I I I i= • Ali L_ - L-10 L -2 C-4 L-5 L-8 I L-9 L-3 C-5 C -7 KEY PLAN No SCALE I I AS -BUILT 3D' 15' 0 30' 60' 1' - 30' G IF SHEET IS LESS THAN 32° X 21' IT IS A \ I REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE I CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS I LANDSCAPE PLAN IV RENTON WASHINGTON 3_ wra �v no G� x Day[ aLIrt D B -99 -0017 E- 19 -1 -70 98DEC03 L -5 - YOROZU /CAESAR . WMNDE I ""E' 62 SCAMEO SEP 13 2002 8 � r E 1.299,6pp A 29` b 1 W rr0. 0 ti B N E E !,299,,300 C E 1,299,150 4 I 3 1 2 • ROLL 176 A of � D= 2 FR 1-:47 NOTES: 1) SEE PL L-1 FOR PLANT LIST/LEGEND AND GENERAL LANDSCAPE NOTES 2) SEE PL L -12 FOR LANDSCAPE DETAILS &'-281713F Lm L -2 L-4 L-6 L-6 L-9 L -3 L -5 L-7 KEY PLAN No SOME AS -BUILT 1. _ 3o. 36 157 0 30' 60' IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN V RENTON WASHINGTC D B -99 -0017 E- 19 -1 -70 98DEC03 L -6 YOR07U /CAESAR SIO2INDE S EET 63 SCANNED SEP 13 2002 8 j J 0 A 1 ■ 4 �r I I 18 -RN - 29 -SG -J 38 -SI cc I INSTALL FLAPGATE ON N EXISTING 12' CMP IE 15.66 E O I HI 2 -TP 160 -GS C� 0„I 3 -A 3 -TH 9 -A 80 -SL I) I I' I I C f 1,299,600 1- I i - - i i` swp- g' -a8�7 •e 4 3 l 2 R n lqmwLL 176 FLOW 0 F R 74� NOTES: 1) SEE PL L -1 FOR PLANT LISTAEGEND AND I GENERAL LANDSCAPE NOTES. (J ( 2) SEE PL L -12 FOR LANDSCAPE DETAILS. 3 -AR i Co Io F 2814740 100-GS 36 -MN L -10 L-8 _ L -2 L-4 L� = L-9 L-3 L -5 L -7 ! KEY PLAN I i �1 No SME 6 II - ?1 I X41 AS -BUILT ! 30' 1T 0 30' 60' f - 30 I ' j IF SHEET IS LESS THAN 32' X 21' IT IS A Blast REDUCED PRINT, REDUCE SCALE ACCORDINGLY �� U.S_ ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL & FLOODWALLS ILEVEES LANDSCAPE PLAN VI RENTON WASHINGTON I-- r' a— D , B -99 -0017 E- 19 -1 -70 98DEC03 L -7 D- YOROZU /CAESAR °N SIONDE v 111 64 fib SCANNED SEP 13 2uu1 8 R Jl t 1 A B C 4 N � 0/ �j Q 1 -AR 14 —AF T- - - - - -- - - -- - -- F _ — —I- �2gg 160 —SL ' /_23 —MN 12 —A —k _p ir-p - J?- 2$ /7 1 3 1 2 OHO �p h m0' FB IT .''``Ft'lY7rf • SEE PL C-41 • ti; CEDAR RIVER FLOW 3 Q a� 3 ,%I 1 —SB 145—GS S—A- I' N I� I ry 1� I IN I� i� I jf I I 1 i I I i \1� ;i i NOTES: 1) SEE PL L -1 FOR PLANT LISTAEGEND AND GENERAL LANDSCAPE NOTES 2) SEE PL L -12 FOR LANDSCAPE DETAILS. D- ?81741 44 z L -10 L -2 L-4 L-6 L-8 L, L -3 L -5 L -7 KEY PLAN NO SCALE AS —BUILT 1. _ �. 30• 15 0 30' 60• IF SHEET IS LESS THAN 32' X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS I SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN VII � r � RENTON ir-p - J?- 2$ /7 1 3 1 2 OHO �p h m0' FB IT .''``Ft'lY7rf • SEE PL C-41 • ti; CEDAR RIVER FLOW 3 Q a� 3 ,%I 1 —SB 145—GS S—A- I' N I� I ry 1� I IN I� i� I jf I I 1 i I I i \1� ;i i NOTES: 1) SEE PL L -1 FOR PLANT LISTAEGEND AND GENERAL LANDSCAPE NOTES 2) SEE PL L -12 FOR LANDSCAPE DETAILS. D- ?81741 44 z L -10 L -2 L-4 L-6 L-8 L, L -3 L -5 L -7 KEY PLAN NO SCALE AS —BUILT 1. _ �. 30• 15 0 30' 60• IF SHEET IS LESS THAN 32' X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS I SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LANDSCAPE PLAN VII 1 v 1 1 t RENTON WASHINGTO Y nta�.w x0 :l. Ni D.17 PLAT[ woEO D 8 -99 -0017 E- 19 -1 -70 I 98DEC03 L -8 osaa YOROZU/CAESAR ax: 9Q21NDE .xEE. 65 4 3 2 �r �� ' �� scmmEO SEP 13 2002 s LL 176 FR' '1 e �- 4 1 v 1 1 t A B 4 / /- / �I I1– C I I I I I3 PC 55 E s76 _ I / /�' _ /� lb/ 2 EXISTING EXERE S q% EQUIPMENT TO REMAIN 20 –A ,,29 90 0 145 –GS 9 3 ROLL 176 2 �o o• OA�e�o �Da 2 FR i— NOTESS 1) SEE PL L -1 FOR PLANT LIST/IEGEND AND GENERAL LANDSCAPE NOTES. 2)SEE PL L -12FOR LANDSCAPE DETAILS. N (ti N �Z L -10 L8 L -2 L4 L6 co I L9 L3 L -5 L -7 + KEY PLAN No SMILE i AS- BIJILT \ 36 15 0 30' 60, IF SHEET IS LESS THAN 32' X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U-S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS ' SEATT_E, WASHINGTON II I II fl LOWER CEDAR RIVER FLOOD CONTROL II n LEVEES & FLOODWALLS LANDSCAPE PLAN VIII I I RENTON WASHINGTON --M rvo sic no °.+r aLnh D B -99 -0017 E- 19 -1 -70 98DEC03 L -9 D— YOROZIJ CAESAR 11 SKRINDE I lUT 66 SCANNED SEP 13 2002 s � ti v 176 FR 4 3 2 A 1 REMOVE EXISTING AC PAVING ARCHITECTURAL CONCRETE PAVING AREA / / ^ NOTESS -- - - - - -- 1 SEE PL L -1 FOR PLANT LIST GEND AND EXISTING GENERAL LANDSCAPE NOTES -------------------- j RESTROOM E P 5 WALL �!- --- - - - - -- 2) SEE PLL -13 AND PLC -41 FOR DETAILS. - - -- j - �- SEE PLC 6 x 3) SIX FOOT FALL ZONE CONSISTS OF MINIMUM CLEAR o / AREA NO EDGING OR OBSTRUCTION) AWAY FROM PLAY EQUIPMENT TO BE PROVIDED IN ACCORDANCE �1 - WITH THE U.S CONSUMER PRODUCT SAFTEY 7-7 _ COMMISSION'S HANDBOOK FOR PUBLIC PLAYGROUND TOP OF WALL \ _z CONCRETE RETAINING NG/ `y CONCRETE �// - - -- ROBBER WEAR -MAT BENCH AND SAFTEY Y p TYP SE SP€�82809 - -- CONCRETE PAD, 4 SEE PLATEC -43 FOR JOINT DETAILS. �Et�2�S WALLS, SEE DET. B. �> �3TAIRS HAND- - -- ) TOP WALL 1 may. 'D /PL C -47/ / RAIL E DET. ----- - - - - -- SEE DET., PL C -41 / %a i PL C'-48 LIMIT OF 6' EL 23.0 9'� / FALL ZONE, o X36' SEE NOTE 3 ROCKER HORS n TOP OF WALL \� ss. 39 EL 25.0 45.21' �� TOP OF EDGING /0 9 0 90 // E 5.0 51.41 G / 6 BO DRS STRIPS B 'R 0, \y \ / DET., PL L -13 i CENTER STAIRS G� ETE AC TRAIL ON PICNIC G� e e \ ! EDgN AND WOOD SHELTER PAD 0 / � FIBER SURFACING, SEE DET. PL L -13 PLAY AREA, `_ GJ SEE EQUIPMENT GALV. PIPE FOR _ 13 _13 __- - - -- ____ PICNIC TABLE, 6° DD9 -Bi�N PIPE �� RUBBER WEAR -MAT TRASH RECEPTACLE - - -4'i)TICAL, SEE �_AN DKY SUMP, Ste- ��' TYP., SEE SPEC_ 02800 _ -_ _- TIE DET., 5 TYPICAL, DET. PbC-41 e - DET., PILL -13 - - - - -_ 4 0 RERS TO- 6�FlE@`--- - -8-ME f ��E ---- - - - -__ LOCATED, SEE DET. SCC��IL6 i RAMP -� -- — PCC41- - - - - -- ---- 13t�41 �� --- --------- - - - - -- \� ��\ FF 25.0' i� STEEL PI 2014 � ------ -- - - -� \� i SHE ON 32' x s \ / SLAB, S C. SECTION 00 BENCH PAD a� v V � 4141' 9 s RESTROOM AREA PLAN 80: AS—BUILT oo, 9- ! 10' 5' 0 ,0' 20' C EDGE AC TRAIL � ��' IF SHEET IS LESS THAN 32° X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY = �o U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS �¢S SEATTLE, WASHINGTON 140' LOWER CEDAR RIVER FLOOD CONTROL PICNIC SHELTER PAD ti0 DIMENSIONS SHOWN APPLY 131 TO OUTSIDE OF WALL LEVEES & FLOODWALLS RESTROOM AREA PLAN PLAY AREA EDGING — PLAN RENTON WASHINGTOi SCALE: 1° = 10' �7 un,N -11 S°N►Q of D B -99 -0017 E- 19 -1 -70 98DEC03 L � -1 j,9/7 YOROZU a•. WMNDE 'll, 68 4 3 o • • s 2 &4 SCAMED SEP 13 2002 � LL 176 FR' 192 a� v V A B Ef 4 DO NOT PRUNE OR DAMAGE LEADER OF TREE NOTE, PULL BACK BIODEGRADEABLE BURLAP OR ROOT COVERING AT LEAST 1/3 PRIOR TO PLACING IN HOLE. REMOVE NON -910 DEGRADEABLE BURLAP AND CONTAINERS COMPLETELY. , MIN. DI 2* B&B, OR BAREROOT STOCK 4' 2' BARK MULCH PLANTING SOIL MIX BREAK UP SUBSOIL IN BOTTOM OF EXCAVATED HOLE TO A DEPTH OF 4' MINIMUM DECIDUOUS TREE PLANTING U CONTAINERIZED �} 0la OR BALLED AND BURLAPPED STOCK 0 O O 2' BARK MULCH 6' �� NOTE MN. ° )� PULL BACK BIODEGRADEABLE BURLAP OR ROOT COVETING AT LEAST 1/3 PRIOR TO PLACING IN HOLE REMOVE NON -BIO ° �io O DEGRADEABLE BURLAP AND CONTAINERS COMPLETELY. PLANTING SOIL MIX SHRUB PLANTING (CONTAINER) NOT TO SCALE 5'w0 -.a7- EXISTING GRADE 2 SET STAKES 0 0 0 SLOPE o LIVE STAKE 0 0 0 0 LIVE STAKING DETAIL NO SCALE 3 2 Ho D I B -99 -0017 E- 19 -1 -70 onrz. 98DEC03 PLANTING NOTES - _ DONALD T_WYNN SYMBOL shcE, 69 SCANNED SEP 13 2002 8 9 1) CONTAINERIZED AND BALLED AND BURLAPPEO PLANTS DO NOT PRUNE OR DAMAGE LEADER OF TREE CAN E PLANTED YEAR-ROLM AS LONG AS THE GROUND IS NOT FROZEN OR SNOW - COVERED. BARIUM PLANTS SHALL BE PLANTED MEN DORMANT (PflEFERABLE OCT TO APRIL) AND AS LONG AS GROLM IS NOT FROZEN OR SNOW- NOTE. NOTE COVERED. WILLOW STAKES STALL BE PLANTED FROM SEPT PULL BACK BIODEGRADEABLE 1HRU O C BURLAP OR ROOT COVERING ZED MATERIAL TO ADVANTAGE AT LEAST 1/3 PRIOR TO PLACING RAINFALL AND TO MINIMIZE COMPERTION FROM WEEDS EGRADEABLE BBURLAP AND 2) ALL PLANTS SHOULD BE WATERED DURING AND AFTER CONTAINERS COMPLETELY. RR aON�ANED � i COFDFidXN ROLIGHG 3) INDIVIDUAL TREE PLANING SUES SHALL E PREPARED BY SCRAPING AWAY GRASS OR WEEDS IN A FOUR FOOT WIDE CIRC E PRIOR TO DIG ING PLANT PIT. FOR S IB 4' DNA2' BARK MULCH AND GROUNDCOVER PLANING, THE DnW AREA TO MIN. E PLANTED SHALL E CLEARED. 4) MMM CUTTINGS SHALL E PLANTED IN SATURATED SOL OR WHERE THE BOTTOMS OF THE CUTTINGS REACH THE WATER TABLE AS MUCH AS POSSIBLE. TO PLANT d•• �A R �,,PLAWIING SOIL MIX METALROD TO PROVDE ANAN 1� OR 1/2 THE LENGHT OF CUTTING PLACE CUTTING INTO THE HOLE, BLEAK UP SUBSOIL IN BOTTOM OF ENSURING THE BOTTOM OR ANGLED CUT POINTS DOWN INTO THE GROUND. LEAVE AT LEAST 6' OF THE CUTiNG EXCAVATED HOLE TO A DEPTH OF PROTRUDING ABOVE GROUND. STOMP DOEIN AROUND 4' MINIMUM THE OUTING TO ELIMINATE AR POCKETS IN SOT. AROUND THE CUTTING EVERGREEN TREE N PLANTING WILLOW PLANTING S -4 BAREROOT CUTTING, STOCK OR ROOTED PLANT FINISHED GRADE APPROX MATCHES VISIBLE SOIL LINE ON TRUNK ABOVE OHW E1 O 2' BARK MULCH Be CEDAR RIVER r AVERAGE ORDINARY � HIGH WATER (OHW) BACKFILL W'6' LAYERS OVER CENTER MOUND OF PLANTING SOIL, CAREFULLY PLACING ROOTS OVER MOUND AND ADD SOIL MIXTURE AROUND ROOTS, TAMP EACH LAYER AND WATER THOROUGHLY SHRUB PLANTING (BAREROOT /CUTTING) NOT TO SCALE PLANTING BED WITH 2' DEPTH OF MULCH TOOLED EDGE, 45 DEGREES, 2° DEPTH \ FINISH GRADE � I TOOLED EDGING DETAIL NOT TO SCALE LL 176 FR IS13 REVISIONS OESCRIPTIM 10' - 15 BARK MULCH, r FROM TOP OF BANK CONTINUOUS IN PLANTED AREA 0 0 0 0 0 p y HAND TOOLED EDGE �o TOPSOIL AND GRASS V rSEED OR EXISTING Q _ ! GRASS MEN TYPICAI MITIGATION PLANTING SECTION - RIGHT BANK NOT TO SCALE S 'r 4S NOTE: WILLOW PLANTING TO BE SIMILAR ON LEFT BANK. OTHER MITIGATION PLANTING ON LEFT BANK TO BE AS INDICATED ON PLANS. AS -BUILT IF SHEET IS LESS THAN 32' X 21° IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE DESIGN MANAGER CORPS OF ENGINEERS SEATTLE. WASHINGTON LLOYD G DARKO, P.E. LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS Pot]c L MOSHIER, P.E. LANDSCAPE DETAILS a�cwuEw P.M. ObLtl, P.E. RENTON WASHINGTON T>mw u� -d It Ho D I B -99 -0017 E- 19 -1 -70 onrz. 98DEC03 more L -12 - _ DONALD T_WYNN YOROZU /CAE�R SKPoNDE shcE, 69 SCANNED SEP 13 2002 8 9 It LL 176 R' 154 D B C 4 I 3 1 2 A 1 36' -2" ON PARK SIDE 51' -2" ON AIRPORT SIDE 4' -6' C4 X 5.4 /n • nu TrucTnu onn TYP P.E,Rswxs OESfCRIPnON DAi BY NODIRED PER AS —BURT INFORMATION 7/20 I .Rlu A — C4x5.4 GALV STEEL RIBBED SKIN o TS3X3 / 8' -0° OC SEE NOTE 1 S -1 SAW CUT - 4' DIA ROLLER RUBBER SEAL CONTINUOUS �'^n T GAUGE RR RAIL (40 #) ° CONCRETE 6" SEE SECTION 1' -4" X 1' -4" X 8° 2._0" S -2 SEC TI0N q SCALE: 1"=l'-O" S -1 4 3 X 1/4 ° FLAT BAR 5/8 " DIA SOLID RUBBER BOLT WITH TIRES 5" PIA SPACER of �,11 i N I f 2' -6- END VIEW _n SCALE: 1"=l'-O" S -1 SCALE: 1/2 " = 1' -0" � M � EL 25.0 NOTE: SEE DETAIL RR RAIL WITHOUT ROLLER S -1 DETAIL SCALE: 3" = 1' -0° S -1 {J RUBBER SEAL ALONG BOTTOM EDGE DETAIL D-281747 2 SCALE 3' = 1' -0' S -1 PL 3/8 -X3-X4- LONG / /4 4" C4 x 5.4 CHANNEL 1 1f2 - TOP AND BOTTOM EL 29.0 Lt X 1 X 3/1r4�1 LON 0 0 SEE DETAIL / N / SLOTTED / CONNECTION i 1/4 ' CLEARANCE TS 3 X 3 TOP AND BOTTOM i AT ANGLE /16 �, 3/8 " PLATE L1 X 1 X 3/16 X 2" LONG 3/16 DETAIL 4 DETAIL 3 SCALE: 3" = 1' -0" S -1 SCALE: 3" = 1' -0° S -1 LL 176 FR' I O A.oEo �Da 3 2 o AS -BUILT I 2 9- o S 0 t' 11/2' =1' -0' 12' 9' 6' 3' 0 t' 2' 12' 6' 0 1' 7 3' 4' 5' 1/2' =1' -0' IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEVEE CLOSURE GATE DETAILS - I RENTON WASHINGTC D B -99 -0017 E- 19 -1 -70 I 98DEC03 S -1 m pm BEET 71 c 7 SCANNED SEP 13 2002 If # r7i r NOTE- 1. LOCATIONS OF STRUT AND TIE -DOWN ARE AT ALTERNATE (EVERY OTHER ) PANEL POINT, STARTING AT ENDS STRUT AND TIE-DOWN OCCUR AT THE SAME LOCATIONS 2 BOLTED BOTTOM MEMBERS MADE D SING 3/16 " PIATEAND2- 7/16 " BOLTS EACH END (4 BOLTS PER SPLICE). LOCATE AT POINTS OF INFLECTION. SELF- TAPPING SCREW 3. BOLTS SHALL BE ASTM A307. EACH FLUTE/EACH SUPPORT RUBBER 4. STEEL WHEELS SHALL BE STAINLESS STEEL WASHERS 5. DISTANCE BETWEEN GATE AND RAIL SHALL BE SUFFICIENT TO ALLOW GATE TO FREELY ROLL WITHOUT RUBBING - WHILE — 3/16 X 3 1/2 X 2" MAINTAINING CONTACT BETWEEN RAIL AND SEAL PLATE WITH 2- 7/16 ' BOLTS TYP GALV STEEL DECKING TYPE B. 18 GAGE {J RUBBER SEAL ALONG BOTTOM EDGE DETAIL D-281747 2 SCALE 3' = 1' -0' S -1 PL 3/8 -X3-X4- LONG / /4 4" C4 x 5.4 CHANNEL 1 1f2 - TOP AND BOTTOM EL 29.0 Lt X 1 X 3/1r4�1 LON 0 0 SEE DETAIL / N / SLOTTED / CONNECTION i 1/4 ' CLEARANCE TS 3 X 3 TOP AND BOTTOM i AT ANGLE /16 �, 3/8 " PLATE L1 X 1 X 3/16 X 2" LONG 3/16 DETAIL 4 DETAIL 3 SCALE: 3" = 1' -0" S -1 SCALE: 3" = 1' -0° S -1 LL 176 FR' I O A.oEo �Da 3 2 o AS -BUILT I 2 9- o S 0 t' 11/2' =1' -0' 12' 9' 6' 3' 0 t' 2' 12' 6' 0 1' 7 3' 4' 5' 1/2' =1' -0' IF SHEET IS LESS THAN 32" X 21' IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS LEVEE CLOSURE GATE DETAILS - I RENTON WASHINGTC D B -99 -0017 E- 19 -1 -70 I 98DEC03 S -1 m pm BEET 71 c 7 SCANNED SEP 13 2002 If # r7i r 4 3 2 6' V -2' 6' 7 LEVEE -DIAMOND TREAD iii�y�� • EMBANKMENT 1' -6' COVER LEVEE �- -- a\\ • EMBANKMENT 6" 8" • ESTABUSHED GRADE OF RAIL • 1'x2'x 1 /4 "FB 4 PER PIECE OF COVER • • PLATE WELDED 6" WALL #5 AT 12" VERT A 6" WALL #4 AT 16" HORZ ' ° ° ° ° FINAL GRADE 1 7/8 ° -#5 AT 12 LOWEST SIDE Lo ---#4 AT 16" #6 AT 12" INSIDE FACE ' ° ` ° ' ° OUTER FACE ��#5 AT 16' N ° • RIVER SIDE 6' 8° 8° #5 AT 12' . #4 31 2 o ° r 9._0" ASCE 40 # RAIL 0 SEE NOTE 3 POCKET WALL RIGHT BANK q POCKET WALL LEFT BANK q RAIL DETAIL SCALE: 1' =1' -0' C -29 SCALE: 1' =1' -0" C -29 SCALE: 3' =1' -0" C SIDE TO BE BRACED BY TS 3X3 — RUBBER SEAL DETAIL SCALE: 6" = 1' -0" 9" 6" 9" C S -2 #4 • v s N o TYP 1/8 LIGHT GAUGE RR RAIL • • T11' 3/16 2' -0' SECTION g SCALE: 1 1/2 " =1' -0" C129 1/4 " GUSSET PLATE 1" CLOSE SEAL ALL 1" ' 6" 4" 4 ENDS FOR 4' -0" _ HYDROSTATIC 'RESSURE - RIBBED SKIN ------- 1 PLAN DETAIL 2 SCALE: 3 " =1' -0" S -1 LL 176 3/4 " A307 DIA BOAT ALIGNED T AL AT EDGE OF RAIL GALV STEEL DECKING TYPE B. 18 GAGE - 1/4 ' PLATE NOTE: LOCATED AT EVERY BRACE TIE DOWN DETAIL SCALE: 3' =1' -0' 2 1/4 "1/4 " B 3/4 ' A307 DIA BOLT ALIGNED I AT EDGE OF RAIL SEALED 2000# CAPACITY ROLLER BEARINGS PER WHEEL ROLLER DETAIL I SCALE: 3" = 1' -0" N C SIDE TO BE BRACED BY TS 3X3 — RUBBER SEAL DETAIL SCALE: 6" = 1' -0" 9" 6" 9" C S -2 #4 • v s N o TYP 1/8 LIGHT GAUGE RR RAIL • • T11' 3/16 2' -0' SECTION g SCALE: 1 1/2 " =1' -0" C129 1/4 " GUSSET PLATE 1" CLOSE SEAL ALL 1" ' 6" 4" 4 ENDS FOR 4' -0" _ HYDROSTATIC 'RESSURE - RIBBED SKIN ------- 1 PLAN DETAIL 2 SCALE: 3 " =1' -0" S -1 LL 176 3/4 " A307 DIA BOAT ALIGNED T AL AT EDGE OF RAIL GALV STEEL DECKING TYPE B. 18 GAGE - 1/4 ' PLATE NOTE: LOCATED AT EVERY BRACE TIE DOWN DETAIL SCALE: 3' =1' -0' 3/4 ' A307 DIA BOLT ALIGNED AT EDGE OF RAIL 2' iH7OLE8 °DIA I N N 3/8 ° PLATE 1/4 ° PLATE SLOT 1" X 6' RAIL SECTION SCALE: 3 " =1' -0' S -2 OD D' F R 756 BENT PLATE FAR SIDE REVISIONS EDESCWUM WOOED PER AS -BOLT fNFORVANA NOTES; 1. CLOSURE BETWEEN CONCRETE END WALLLS AND GATE IS BY REMOVABLE WOOD BLOCKING. PRESSURE TREATED, CUT TO THE WIDTH OF GAP. 2. DIAMOND TREAD COVER SHALL BE 1/4 " STEEL PLATE ASTM A36" WITH G90 GALVANIZING. 1 RAIL TO BE INSTALLED LEVEL WITH TOP OF EL 25.0` D-2817441, 3/16 PLATE/ ''% RUBBER SEAL BENT PLATE SCALE 6' = 1' -0' 7/2001 1 w AS -BUILT 12' 9' 6" 3" 0 1' 11/2' =1' -0' 12' 9' 6' 3' 0 1' 2' 1' =1' -0' IF SHEET IS LESS THAN 32' X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS SEATTLE, WASHINGTON LOWER CEDAR RIVER FLOOD CONTROL LEVEE CLOSURE GATE DETAILS - II RENTON _ _ WASHWGTO! W T411iBa NC 1 ALE NO DT1E p�giC D B -99 -0017 E- 19 -1 -70 98DECO3 I S -2 NOYES a" v EET 72 SCANNED SEP 13 2002 8 / Al . . . . . . . . . . D oL 221 74A E� ILI o H T T IL- 50 CO na, a lanuary 22, ILI i",31 REFERENCE DRAWING NO. 1 1980 01� 0. , �-t L-- w . t ; 40 lee File No. E-19-1-70 -37 -SCANNED DEC I 01 10 IN L L 01 R 31.9 2 Wu!eili 1,,Hl - 6I;A�4,F- IL7 9A1L4*X0 ucl AL R44l t77-'Z6- (t7Ki�F f�!Il U. SP 1p f All 6.0.1 Af-Vl -T E5 ---------- 7 7'r, qp Al . . . . . . . . . . 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Ntf1K:� ivATF� TIGt-17' I � I MANN CT /Gy�J �Jv%J �.YTcN� To ccJ�J r I�O�C.cKo n H H V._, a o N H �4L Am AWL AL a s � s =ti vy _ REFERENCE DRA p i O �y I� 2�5F i o 1 L S � k I x tl I� I ' r t� I � 1 • ¢f: �r m �F o .t w E - e t' c: i YU P448 U) r-_r LI Di `WL.I k � O/ING NO. 2 F _ 1 !!lJtt c j {c{ E I ^l � 'MN ' o ` if • � r File No. E- 19 -1 -70 r- °aW u > c As Built ® ao ®® '12® 960 January 22, 930 LI F I 3 SCANNED DEG 161999 [2 V1 o n l�v 0 N O n 'J y v ® fz>� /GR fair "- '_ =>✓� �s= l / ✓ ✓f_:;;'� � :'?- C"•.t! � �J�,= -_ice 51�c .;� /u�m� °A�i. � i ✓/ vGT/��L- ,'ZZ_:lST. =✓.i7' �' ✓,E`!? 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Ntf1K:� ivATF� TIGt-17' I � I MANN CT /Gy�J �Jv%J �.YTcN� To ccJ�J r I�O�C.cKo n H H V._, a o N H �4L Am AWL AL a s � s =ti vy _ REFERENCE DRA p i O �y I� 2�5F i o 1 L S � k I x tl I� I ' r t� I � 1 • ¢f: �r m �F o .t w E - e t' c: i YU P448 U) r-_r LI Di `WL.I k � O/ING NO. 2 F _ 1 !!lJtt c j {c{ E I ^l � 'MN ' o ` if • � r File No. E- 19 -1 -70 r- °aW u > c As Built ® ao ®® '12® 960 January 22, 930 LI F I 3 SCANNED DEG 161999 [2 V1 o n l�v 0 N O n 'J y v t , I t ✓. cs 3 y f ;l 8. - -- -- A L , '14 2. r I \\ \ - -� - ZV At i " f —, `o 1 n _j ' /n ®\ ! /_rI , / r ___- - - -o , xlrl 4 � zz -- — — — - — / o Y o c c� O w L X rn II ~ N DoL28174C Z � r c i 1 N �- e�sII > N C I �7 i T ti m } i 'i 3 REFERENCE DRAWING NO. 3 =sz r v,10 -2 2817 File No. E- 19 -1 -70 O�'wc I%W 3 ® '120 H® 40 i6O 0 January 22, 1 °,80�/,pSV $ ° °w r7 � e SCANNED DEC 101999 n m N � o J O c� - +,I 1 1 'eja e -r�i fl Frrvrjirr Ft'r rr uFORn Y1 n,r 3� �. `ii'�Rja° 7,r s L -/- M/- n_ P O- , COW r,$UCT_ /D ,V -- RO - -�1777 - 4.0G4 L/AL1/,g 5X GU /TEI _ �� ^� ��/ya� 11iZ° 2 2° �— � - ri a ' t _- -Y evs CGWTi"�OL Gt7 cJC/p3 .��'' 212 � ' 3 it ll ti ,sue" �Xticl' -� 7Te t 7U, 1 .`J rr � lam' °��.� REFERENCE DRAWING NO. 4 V N C ci H ti S vN;,P— Z,7 - z P/ 7 I"5uyumr R? AZ VAI-V--- PKTAM Moir, 7, I tt,�- f " m -.. �m to NI 4f \4- sww +'' 4 �121 VA I- V-- iNw ;w, -v�errp-ai t,,,5T-41 it *irp.- mtkal W4 ARAM L. A vit e a ;eVALVAF (1W - - - - - - - - -- 2�1 r M,411,) 3111) ;010f c1f P11 r rmv,* 5-mmot O z�- r MAI! - I � � 11 *M I " , " V rp,mn "I AI-V-- rp,,,�, �ojfp i otp ,k-rum- mAig u4r, �Z" VA/-V-- '$Z'-�) alp ei C6" L 24 III 04L29174E CUT REFERENCE DRAWING NO. Ar-1% R 6 1 r�o • . i7 k 4CANNED DEC 101999 200 >v File No. E-19-1-70 imp' - r�o • . i7 k 4CANNED DEC 101999 200 >v 259 2 'VffWE °/ j ' ?k 0 � fart`".. ej o .,5 ��j', / �� /�'/ / "✓ OF aa�4- I auc cU�j"'k. 'env; I Sy!f� 2J 2El�_ RO I 1 1 `1 a, 4A- a o � oc�ta�a�[i� c�c��apr�ca�4 - fiDiOlT F'OF� Uf'� i%NN.Q/fto '�3i /� G ' NDZZL.E SIZE /8��4 "AUJ, j /rU� ✓,dV✓p,�L F?FS /ST.�.t/T CoVEK �aRF�.s./�, MMIP /DES /sTAN.T C�✓EX SCRE/tlu. li� /�(X: K�t1Nt3Jl/t15f�1PJalC,47�t� y�.G• CCU /CK CACIPGEK f�4 /N�KI� O -LVC /-X0 V1 = 3.?15 KOY5 u/f R4 /Ni /fi0 SH -� .SAV /VEL fKtS EUZ,S ZATOA.4.1-J) a-AC55 200 Aa,- 5 /ZE A:5 INOICATEL?• a /vIA //J L/�lE CL4�5 ZC3'J P!/G� A.151a 1,O/C- 4- -KO. �/ u7-G� r i/fi[ vB 2" MUE C EK M�SOii4 �1 G qA:S, $L '�`SIlZs� /iVi� = 2" A.5 A!"/'ROV�XJ +N5`/ L4N,�.SCi4PE AI�C+�I/T6GT j �` �i/Gf -(lacy V ✓TOR 2" Aw_'o Boy '00u /:sf_E c -WC9' VALVE AlsEl -l15LY --15r-- 0:-:7M/ _.Q YAWL,6 FtIN ACVC-- Ra /A/. 31K0 MAV - P /'f WOO 3 - AA1sJ, i/!iK!0 `4 ✓K 2 0 V144.I45 AEY61 �56aI_')eTAIL 46 AT POINT 64a �oN�v�GT /oN NOTE -- \ Q - T,�;/Zc;, i ✓elks S/ze Az, / jUiao. 2 al rr c&Nc nollummj 1 . j / L REFERENCE QRAWING NO. 6 AS- i Ul LJ_ 7176 IT W � � ao File ado. E- 19 -1 -70 wxr sd (� f ¢=�W 0 40 BO ian a � SCANNED DEC 17 01999 I� t h r ' H l� O 0 2 oc I° w v 1 IRRIGATION EQUIPMENT.SCHEDULE -- 'SYMBOL ITEM BRAND /MODEL REMARKS Point of Connection Equipment as per detail 1 J - - - - --- - 2 -1/2" main - Class 200 PVC, NSF Class 200 PVC, NSF \ - Lateral _ Class 200 PVC, NSF, S'z= as indicated, min. 3/4" diameter �- Rotor Pop -up lawn head Rainbird 37 -RC - 1316f" Adj. nczzle, part circle, vandal - a resistant cover screws. Rotor Pop -up lawn head Rainbird 31 -RC - 13/64" Adj. nozzle, full circle, vandal = resistant cover screws. - Shrub spray head - Rainbird ML D- HP - Standare nozzle, c rcte /part circle pattern '?OF -UP as indicated. Shrub spray head Rainbird 2400 - Standard nozzle end strip A Shrub spray head Rainbird 2400 Standard nozzle center strip r Shrub spray head Rainbird 2400 FLT -H - Flat spray half circle 0 Lawn Pop up spray head Rainbird 171 -0 -HP - Standard nozzle, circle %part circle pattern as indicated. OA Automatic control valve Rainbird EFA series - Size as indicated in valve schedule. Locate quick coupler at each 3j: o. control valve � - - immediately ahead of valve (on supply side), Z, _ ra for purposes of auto. control valve 'location. - - _ If 2uto.control valves a -e immediately adja- cent to each other only 1 quick coupler required per cluster. Install as per detail 12. ze �_ _ _ - !, 1 ® Controller G'1 Rainbird RC -23 3 - Wall mount, install in utility cabinet, as per ` ,"', o ". �,2- _- manufacturer's recommendations. Controller N2 - Rainbird RC -126. - Wall mount, install in utility cabinet, as per £ - manufacturer's recommendations. - - rt �Un MAIN- y-T-�: '. Quick Coupler - Rainbird 33D -LVC - Install as per detail 13. Key Rainbird 33 DK - Provide 3 keys each with Rainbird SH -0 - �° Swivel hose ells. - " �s�o � u� �,;!' N� �� - Manual drain valves - Rainbird MAV -1" Provide 3 Rainbird MVK 36 key. Install as per i J (' iii LY�� NjA�:IG r�L% I'v ��! li specs and detail 14. -r' 4,;4"1 Thrust Block - 3 CU. FT. Conc. min. �_ ` (GNDOKGO�N%j1oN Sleeves PVC - I.D. twice eter of `nsert pipe. D - cF s .o \ G(:%I`i�( ✓✓�� "1"� 1 �0�;� O� G(iNf1��ON 'u Y G E?. ° - -- - - - - - - _ - - - _ _ - - - - •� ,,� .PRV - PRESSURE REDUCING VALVE Wilkins 600L, unless otherwise noted Discharge pressure range 25 75 „size as `� <� °� n s ®' • T �,I; 1II s I indicated '1,\v'alve schedule: Irstalllve supply.: - y c side of val5e`is) If, for one zc ^e /valve only ° c \ ® 1 • I 74 ZTO T ;� j /S • I install in valy ox wit§ valve. If for c o '�/k u • i /4 w ill i.' _ I "•}" multiple valves,nstall to separate valve box - �'P moo, {° '` • s I s n_ o i o o a • G ITY O� 121.1 R�U sHOf p n j „ as per detailAdjust to provide optizam • ' a •Darr ® �`� I III , ' :�(i In -.. - _ , coverage withou ,fggging" - 1� n T(Q� a •�" \ 6` - \ ix �,: r • Inl 1, n ��d lr, - �% s \ F \ 1 I'� • ressure reducer I rr�'' )i� ',!' 0 ' 7 4. [* _ C \ /1 4 �� \ •3/4"0 ® I • E��aP2 Y N ' :% ^IJ.[°`- �- -=-t.- v sr he �/ _ �� ® I • �i� ;i'; r `2.1 /Zn J .® Ql 1 n \ v e7ny.4 •• In hJ tr, t 1 /q' `Q M % �.e� / ro 4 1, �li�, v` yes_ se's j �, '"• 1'- 1 ..- \ °" Pof :rt :: A:: �• ��... • • \ IV' L" i- Ik •, i ® 1 �n. r -�� -� ® V4� iii � y Y6 \� - `. I,rm �, s Y \ �'• j/R �1" \ _00 % I!/.T° _ • " 2` 'r.T i 1... lyre 1 ®'? f -CYf�C ��'�`"-s -__ - - T a s *L 1-6 • ® -°�- I ` 1 °2Vz AlN_y ---- �' i� I4 ®- s ' T__ - _ 3 - r - or t is head follows maihline and eel ' `I 1 _ • - • �..-_ �/ _ -- -� viii �iiii�riiii�. _ I �. u - -_ -Press ui-e`reduc .lox- or• System A - F = 1" due east of valve marker.\ \\ o m` C i\ <d ,`�; \\ � - �`" Q- a System C: valve box = 1' wesi of valve marker. � FLpv/ GEC. o � Lock dl Change Order 1 orin� .G " - - - -- \\ .� 2\ 3 _ C. System D: valve Scx = i" due west of valve marker. \ System E: valve box = 4' due of quick coupler. .� - -. _ ° 1��6 \ � Vl m System F: valve box =due east of valve marker• Q) - - Vr - • 9 - • , -,rte -� _ Q QG. � > QC- 1VZ' IVq' lt/4 1' em �, _ c' Z: `� J'_ _ . ,� sl v ` l` M - L A- •i-�f 1' h i 16q, s.��® �olNs �arJN '�IoN i® o FL pe �' _ -_ \ \\ _UAI.VE SCH DrLE: \� \ (Portion of Irrigation Sysi \\ _\ VALVE VALVE PRV SIZE/ �- ILIMBER SIZE Approx.. \�\ :i\\ - Discharge Settino C 1 -1/2' - D 1 1 /2' em North of Ct Pipe from Main to Supply Side of Valve 22' " 2" e Cedar River Pipe at Discharge Side of Valve 2" 7" 2" U1 LU PSI @ 1) \� \� ,4817 Farthest D 1AI1D \\ / / - Head 5 30 45.6 tl.�.�yi 30 45.6 \ N rCJJ?CJvN 1�� NCj AFr65 WIJiF� 15' Ir M, i�1O �W 7 �Gi 30 49.4 �\ �\ N��V (,N�if2 ?A\ /�f7 �SU�, � A2�,AS" /•�cLL- pIf'}- 'JNDFK 30 49.4 r PAV / JK -A--J A� 02 �v',N I. ICS !O 1 �LE�UFrD \ E 7 -1 /2" 0 v . 2, 2.. 30 51.8 \ `� `` ° s r F 1 -1 /2' 2' 2' 30 49.3 Z. GON'<I��Lj� Z MAN ,.Y O� �G°� �\yr G, y•r F - - G 1 -1/2: EIl_\ 2'� 2:: 40 43.8 \ CiaJ,�t2 ' d �i AW H 1 -1/2" ) O= - 2" 2" 40 36.5 c- -� ae•- i �N DF i `? '; r'tiiV� I 1 1/2" 2" 2" - 40 43.8 J 7 1/2' PRV-1-1/2" i 2" 2" 30 53.8 . Portion. of Irrigation System South of the Cedar River -- - K 1 -1/2 40 PSI F>' 2" - 2" 30 54.3 \ \ G 'VALVE VALVE PRV SIZE/ Pipe from Pipe at PSI @ GPM L 1- 1 /2' - -j PRV-1-1/2 2" 2" 30 52.7 v ii r NUMBER SIZE Discharge Slain to Gischarge- Farthest DEMAND H 7 -1/2" 40 PSI (- - 2" 2" 30 47.7 \ REFERENCE DRAWING N4. 7 1 Di scharce Supply Side Side of Mead - N 7 1/2 "1- 1/2'/40 psi 2" 2' 30 54.6 \ Setting of Valve Valve 0 1-112". 1-1/2"/40 psi 2' 2" 30 48.1 H 1 -172' - 2" 2 - - -- 30 56.5 - P 1 -112" 1- 179'/40 psi 2" 1 -1/2' 30 39.0 \ . B 1 -172 - 2" 2 30 41.0 - Q I -1/4' 1 "; ?0 psi -• 1 -1/4" 1-1/4" 30 19.0 C 1 -172' - 2" 2 30 55.3 R 1 -1/4` 1 140 psi - 1 -1/4" 1 -1/4" 30 18.9 - D 1 -1/2" 2" 2 30 50.6 S 1 -1/4' 1'/40 psi 1 -1/4" 1 -1/4" 30 20.0 File N ®. E-19-1-70 n@� E 1 -112 - 2" 2 30 54.1 T 1 -112" 1-1/2"/40 psi 2' 2" 30 49.2 �\ 2 F 1 - ?/2' - 2" 2 30 _ 60.0 U 1 -1/2 1- 1/2./40 psi 2 - 1-1/2:' 30 37.5 - C 1 -1/4' - 1 -1/4' 1 -1/4" 30 23:5 V 1 -1/2 - 2" 2" 30 50.0 ` Q )f� H , 1/2' - 2" N 2 30 42.6 i -1/2' -1- 1/2/40 psi 2" 2" 30 40 1�- -��',. 1 -112' - 2' 2 30 42.8 1 -1/2'. - .. .X " Y . :. ... 2 2' 30 50.5 Gn l- APf'E�; As Built j W_ January Z2, 1980 yI m � r ^F ^A © 666 W Z W¢ Z r ii I 'IJUU/ l a Om _� \� �Q ISO \�A O 40 80 120 6� 0- _ r i cv ';CANNED DEC 101999 01 M 1.5 ii i i I I _ T 1 __ —_ }— '�� --1�} in in lateral ditcli. 3/ T .. _ r j 4 1 1 r _ -T r T I, v3 r r roucler - 42' from: concr2te V cks under bridge; 12 from 3' wall. .G, ® - T- ?.='" —T •�� i �" .__. _.� " "-" r T _ T 1 i • r T %iai'Fin �nr��n ','-2" from concrete hl s der bridge; 13" from 3' wall. 1 it6 I - 4� - I SYv/P -27 -.2 817 I b a ua M 3 a 0 �Mainlihe AIL 'M N\' --- ` Q - north of s to p s on llsr l d�. f�wit post at east side of �C ' 4 > Quick couplzr he s,aewal<;\Orfrom last head on System F. d 0 �1 L e N ff x _ ` ®� AMA ; I }v REFERENCE DRAWING N®. 8 II y wo i File No. E- 19 -1 -70 AsBuilt - January, 22, 19,30 ,a ®a r ao � BB W� uw ? �:; �w4 8f 0 40 8o 120 160 d Z V� o g zs C D; -zo17 t-/ SCANNED DEC 101999 6 ff x _ ` ®� AMA ; I }v REFERENCE DRAWING N®. 8 II y wo i File No. E- 19 -1 -70 AsBuilt - January, 22, 19,30 ,a ®a r ao � BB W� uw ? �:; �w4 8f 0 40 8o 120 160 d Z V� o g zs C D; -zo17 t-/ SCANNED DEC 101999