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HomeMy WebLinkAboutSWP272264(5) SEE PAGE 4 FOR TO EXISTING SPILLWAY t---- . _.._......................... _ ._ .... .... - 1 � - _ 1" 0:62 REFT.0 .R GK WALLEL EL. 10 .7 - 11 `� T.O. WALL 11 8 1 1 SPULLW�tR�...EXI EXISTING __ .0�1-TLE1'"STR UI E 'I v! CONCRETE SLAB WITH CURBS BENCH EL. 111.3 ._..._-_._.. _ _._ EL. 107.66 EA CONTRACTOR TO BE E LOG 1013 -- SIDE REF -. _ _ -- .... T EL 10 7 ; AWARE OF EXISTING _ -- i 0 4" IRRIGATION i � LA \ 01.5 ^ TO SPILLWAY PROXIMITY N WELR___ EST._EL. 01.5 __..__ N IN CLOSE C� l / WAY OUTLET STRUCTURE; APPROX 107.0 J, 99.6 T.O. WALL EL 107.E �t N 106.5 S.B. GRAVEL E 99.7 �.... , 0 T.O. ROCK ALL FOR FISH LADDER STRUCTURE SEE SHEEP'S 15 & 16 s OcS O [� RESTORE CRUSHED _� p a' GRAVEL SURFACING t _- _. ' \ !I RIPRAP TO _ H.D. GALV HANDRAIL 3 —6; ,.. j I EL. 105.0 TYP 1: ABOVE GROUND SURFAC>` SIMILAR TO STD DETAIL 1 d SHEET 18; TS TO BE SET TOE ROCKS' i ! -._-------- �n IN 6''O 1' DEEP CONC. TYP STEEL CASING PIPE 20"0 26LF' C IE WEST 97.0 _ _- REVISED FISH LADDER GRADING PLAN IE EAST 97.1 (REFERENCE SHEET 8 OF 22) 10' FORM CUTOFF WALL AT DOWNSTREAM ECN #1: I END OF SLAB AROUND CASING PIPE I 4 1. REPLACE RIP—RAP DOWNSTREAM OF EXISTING SPILLWAY ! `'- \ I WITH CONCRETE SLAB AND CURB. SEE PAGE 1 & 2. ! 2. REPLACE 3—MAN ROCKS DOWNSTREAM OF FISHLADDER co ENTRANCE WITH GRADE LOG. SEE PAGE 1. 00 3. ADD PLUGS OF NATIVE SOIL TO INVERT OF FISH CHANNEL, 00 SEE PAGE 3. NORTHWEST, INC. Engineers and Scientists Date: 8/28/98 n 0 4. ADD CONCRETE CURBS TO INVERT OF EXISTING ENGINEER 'S CHANGE NOTICE Page 1 of 4 CD SPILLWAY, SEE PAGE 4. 20 FEET� SCALE 0 5 10 Project: MAPLEWOOD CREEK FISH CHANNEL PROJECT Dwg. By: DEP i II I I w 1" = 10' Ref. Dwg. SHEET 8 ECN No. 1 Contract: SWP-27-2264 30.0 FACE OF EXISTING SPILLWAY 18.0 INVERT EL. 101.36 TO q SLAB 8'-6" TOP OF RIPRAP EL 100.2 9" 3-'6" 110 __ - SLAB EL 101.13 q SLAB EL 99.8 110 ....................................._ .... ......... ............................. .__ ..... ....... ._. __......_..._.........................._........................_......_..................._....._.............._....................._.............................................................__..._...._............................._.............................................._._..................._..............._......_._._.__.........._......._........_.._........... .........................................................................-._.................__.._.__..................._.._.._...._.....................................................__.._...._......._......_............._..._. ............._........._.............._......................_....._.__............................................._._.........................................._...._................_......._......__...........................__... ........._.........._...__................_......_.. ............._....._.._......._._...._...._....__............ _ .... .. ...... ._. .... ...................__ ... ...............: EL i00-.3 -__.. - RIPRAP, TYP. _... ...... .. 3/4" CH 100 100 1 TYP. _... .... o ... .. .. .. ._......................... .... . .... r,y .. .. . .. ......... .._ ... ........_.. . . -- _........ ...._........................ ... 1 ...._---.................__.__...._................... ..............._..._............................._...._._...._...._......................_.._............_........._.................................................__..........._._ ......................__............ ........._................... ....._.......___.............................._.._............__................................................................ SEE PLAN FOR ... .... .. .......... I ELEVATION PROFILE THROUGH SPILLWAY \ O O FACE OF FISH LADDER ENTRANCE Cl) WEIR, CREST EL. 101.5 z 10.0 -31' Y 15.0 F1' S REAMBED GRAVEL EL. 99.7 2' T ICK RIPRAP Q II-1IJ=III=III=III=III=III il„III:III GRADE LOG CREST EL 00.7 STR AMBED GRAVEL EL. 100.3 n ' - 110 1' S REAMBED GRAVEL-7110 -- 2' MIN QUARRY SPALLS OVER COMPACTED SUBGRADE ---- 1' MIN. COMPACTED STRUCTURAL FILL 100 100 NOTE: REBAR IN 2' HIGH CUTOFF WALL AT DOWNSTREAM END _- ____ OF SLAB, SIMILAR TO CURB STEEL. EXTEND HOOKS - -_ - INTO CUTOFF WALL. PROFILE THROUGH FISHLADDER TO FISH CHANNEL SECTION A - A 0 2' 1 , I , 1 i 1/2" = 1'-0" 00 rn 1-1 00 0 1—:�p`A 00 NORTHWEST, INC. EnGneers and scientists Date: 8 28 98 SCALE 0 5 10 20 FEET ENGINEER 'S CHANGE NOTICE Page 2 of 4 3 i 1" = 10' Project: MAPLEWOOD CREEK FISH CHANNEL PROJECT Dwg. By: DEP w EXCEPT AS NOTED Ref. Dwg. SHEET 8 ECN No. 1 Contract: SWP-27-2264 4.0' 2.0' 2.0' 4.0' R ROREo'D • • PLACEMENT TYP. EXISTING GROUND- MINIMIZE DISTURBED AREA, RESTORE PER PLAN SEE PLAN FOR TOP OF BANK TREATMENT, -SEE PROFILE SHEET FOR UNDISTURBED GROUND HYDROSEED. SOD OR AS REQ'D TO MATCH 2,0' 2.0' AS REQ'D TO MATCH CUT OR FILL DEPTH GRAVEL TYP ROUND INTERSECTION SEE PLAN FOR TOP EXISTING GROUND • • EXISTING GROUND BETWEEN SLOPES OF BANK TREATMENT, i HYDROSEED, SOD OR ----- ---- ---+---- ---------- --- 5 S, 000 , ---- GRAVEL TYP .-. I.E. ROCK TO MACH III--� I.E.- .o"o. -----DIES, --- '$ --2-- -.... ...._.-_.___... 1 ------ 2 VARY IAMETER ROCK WALL 0 1 ---- 3-MAN ROCK TYP. .00 �,6 VARIES, 8 0 0 COMPACTED GRANULAR �1 PROFILE 1� LUNDISNRBED GROUND, FILL SECTION EXISTING GROUND O ROFlLE 0 6" BACKFlLL SEE UNDISTURBED GROUND, CUT SECTION TE o� 1 I BKFlLL COMPACTED GRANULAR `o 2 I 2 ? EXCAVATE AS STEEPLY AS POSSIBLE, TYP. 1 Oo 00 ROCKERY BACKFlLL, TYP. EX POSSIBLE, STEEPAVATE AS LY °off �o LIMIT OF EXCAVATION GRAVEL BREAK POINT, TYP. 4 o 0 0 0 4 it I 4 1 NATIVE MATERIAL PLUG O 40' D.C. (TYP.) 2.2' 1 2.2' 4.8' NATIVE MATERIAL PLUG 6' RE O' MIN STREAMBED GRAVEL, O 40' O.C. (TYP.) 12' MIN. DEPTH CHANNEL, CHANNEL, 3.0' SYMMETRICAL LIMIT OF EXCAVATION SYMMETRICAL PAY LIMITS TYPICAL /� �+� 12' MIN. D GRAVEL, T 1 PICAL SECTION D - D 12' MIN. DEPTH TYPICAL SECTION A - A FC STA 9+46.00 TO FC STA 14+00.23 FC STA 0+09.35 TO FC STA 1+96.65 FC STA 7+80.00 TO FC STA 9+34.00 ROUND INTERSECTION BETWEEN CUT SLOPE MC SEE PLAN FOR_ SEE PLAN FOR DIMENSION -SEE PLAN FOR TOP BOTTOM DIMENSION TO TOE OF SLOPE OF BANK TREATMENT, A�MiR1;T AS REQ'D TO 3.0' 2.0' 2.0' 2.0' 2.0' 3.0' AS REQ'D TO HYDROSEED, SOD OR ROUND INTERSECTION 2' TO SAWCUT EDGE EXISTING GROUND •r • • a EXISTING GROUND GRAVEL TYP EXISTING GROUND BETWEEN CUT SLOPE -" -- z EXISTING ASPHALT ------,- - ------ -------i --- -_---- DO NOT DISTURB EXISTING --- GROUND OF LEFT BANK --_- .. 2 IE. 2 - .._ UNDISTURBED GROUND ' MATCH EXISTING UNDISTURBED GROUND VARIES, 1r_ - - EXCAVATE AS STEEPLY CHANN0.INVERT SEE AS POSSIBLE, ABOVE PROFILE- VARIES 20 GRAVEL BREAK POINT, TYP. 2 2 F j 1 �1 COMPACTED GRANULAR BACKFlLL �1 N g 1F 1 2 TYP. COMPACTED GRANULAR / 1 STREAMBED GRAVEL, BACKFlLL / F­ff 12'MIN. DEPTH CV EXCAVATE AS STEEPLY i' AS POSSIBLE, ABOVE LIMIT OF EXCAVATION 1 GRAVEL BREAK POINT, TYP. 2 MIN LIMIT OF EXCAVATION NATIVE MATERIAL PLUG O 40 O.C. (TYP.) STREAMBED GRAVEL, NATIVE MATERIAL PLUG ' 2.5' 2.5' 5.5' O 40' O.C.(TYP.) •. 12' MIN. DEPTH - - - APPROX EXIST CHANNEL, IL CHANNEL #t SLOPE VARIES AT TRANSITIONS SYMMETRICAL a BENCH WIDTH VARIES TO SEE DETAILS 3 AND 4, SHEET 6 0' AT TRANSITIONS, SEE PLAN TYPICAL SECTION F - F TYPICAL SECTION B - B (LOOKING DOWNSTREAM) FC STA 2+08.65 TO FC STA 3+90.00 MC STA 7+80 TO MC STA 9+50 FC STA 5+60.00 TO FC STA 7+68.00 ROUND INTERSECTION BETWEEN CUT SLOPE SEE PLAN FOR TOP OF BANK TRTMENT, AS REQ'D TO 3.0' 2.0' 1 2.0' 2.0' i 2.0' 3.0' AS REQ'D TO HYDROSEED,SOD OR ----"-- EXISTING GROUND EXISTING GROUND GRAVEL TYP 40' TYP, O.C. 3' 0" EXISTING GROUND UNDISTURBED GROUND NATIVE MATERIAL PLUG, TYP. 3' 0' _.- - ------ -_ r -----.. ---------- SEE PROFILE DRAWINGS FOR �,-6. LOCATION OF PLUGS ---- _--'-- --- INVERT ELEVATION 1'-6" 2 I.E. m 2 _1 SLOPE VARIES DIES, 1 1� -' EXCAVATE AS STEEPLY I -- FC STA 0+40 TO 1+60+ 20 TYP. PROFILE AS POSSIBLE, ABOVE 1 1 1 FC STA 2+20 TO 7+40+ ...._._.._......__ -�1 2 GRAVEL BREAK POINT, TYP. - - 2 \ FC STA 8+00 TO 11+20+ �1 N 1� - - COMPACTED GRANULAR - FC STA 13+20 TO 13+60+ BACKFlLL MC STA 7+40 TO 9+40+ 2 TYP. STREAMBED GRAVEL, - - - _ _ - - - - - - LIMIT OF EXCAVATION 12' MIN. DEPTH STREAMBED GRAVEL NATIVE MATERIAL PLUGS 12' MIN. DEPTH TYPICAL CENTERLINE PROFILE 1'-0' IMPERVIOUS LAYER, SEE SPECIAL PROVISIONS NATIVE MATERIAL PLUG FOR SPECIFICATIONS 2.5 2.5' 5.5' O 40, O.C. (TYP.) CHANNEL SYMMETRICAL r VARIES TO CULVERT WIDTH AT TRANSITIONS, SEE PLAN Date: 8/31/9 8 TYPICAL SECTION C - C NORTHWEST, INC. Engineers and Scientists FC STA 3+90.00 TO FC STA 5+60.00 ENGINEER 'S CHANGE NO TICE Page 3 of 4 0 6' 3/16' = r'-O- Project: MAPLEWOOD CREEK FISH CHANNEL PROJECT Dwg. By: CMG EXCEPT AS NOTED Ref. Dwg. SHEETS 3-6 & 9 ECN No. 1 Contract: SWP-27-2264 Uy/U1/`9z5 1U:44 rAA 443 OUL 4U4U nAALy iNOV wjt,Vo 1 l'-2" x\ FLOW X - { ----- ----- P I I ,'—,o• SPLLWAY PLAN >ts W RL AT 9111AT.C.116,17 PREWT CONCRE IE CURBS — � 1O w/LAW YA! (GROUT CORNERS WITH NON-SHRINK GROUT) 7 11,17 9n1.7 ov. p•11_ nin / ` f•12 A I' IZ•C[.rAlO�®I.ViCr� es1 oorml T I `rrr Flr x wic p Eel 1i—� afeue¢ — peu I ob•u p eel a,a F-F �pe.T 0 3/4" CHAMFER, TYP. - Z g Q uj • m CO w 2 #S, E.F.- j 3/4" DIA GALV. ANCHOR BOLT j �� EXISTING SPILLWAY EPDXY ANCHOKE TO SLAB FLOOR SLAB SECTION X—X Date: 8/31/98 Enp{n eerr ena Scier•l6 to ENGINEER 'S CHANGE NOTICE Page 4 of 4 Project: MAPLEWOOD CREEK FISH CHANNEL PROJECT Dwg. By: CMG Ref. Dwp-. ECN No. 1 Contract: SWP-27-2264 EXIST 4 f . 2" PRECAST -- CONCRETE PIPE EXIST PVC� •( ANCHOR TR . N UNDER ORJ41�v APPROX. t I & 111.17 (EI 0 � � . PI P ES TRENCH) co II , ' � I ERFORATEC . ' ,---- RESTORE CRUSHED '�` P S GRAVEL SURFACING •- �� PIPE. SEE bOWNSTREAM PLUG tom+ Vo Of-CONCRETE �� • -- --_ •' � j � _• IOR TO 6MASEKNT �►••�+- '� �^ '! /1 _le ,: I. .J / a —IN—PLACE CONCRETE --\ — -- -- ZL . �E. 107.65T.o. C , CD 14 Et.—TM*62rREF J:.XiMG SPfl,i lA[AY W T"VRUCIIIRE cvi -- N 107.66 EA; 102.0 t` . - SIDE E cv - ONTR _. `_' --- --.. _._- ----- - AWARE tpg 4„ IRR IIN CEC 'TO SPI � STRUC I •,�- � SS'u' i WIPE If 106.5 r - - 7p7 .Q M ; UNDER FOR FISH LADDER .0. R WALL STRUOTURE SEE �. J EL. .a % SHEETS 15 & 16 _k' 5EJ� MAN ROCKS •TOP EL. 100.7 ---./ - -' � TIE it ` RlPRA .,—PAVE WITH Y' ASPHALT; `. SEE SHEET 6 J/ 1 ' r ,•:, OR-1 N f•! �ULM AM IF i� ?1 r s! ••.fir /.••6s• � ` , y•'iyy*i•�'N t •'r!•N��il1•iiy'�f•�!i/••y'••ys • a�t:��•i's• �� p�l�n��.� •flit•.i'�}�;��•f�• •�f��►••f u/••!.N•:. 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Sleeve (each side), IE 89.5 Cradle For Pipes. 10" Dia.ID, min. 10" L End 2" PVC 2' From Wall Clamp or Bolt to Steel Grating Adjust Rebar To Fit Each Side Plug Outer End With Non-shrink Grout RAILING, G AT G PLANKS & SUPPO S; E SHEET 18 EL. 91.5 _ _ _ _ _ _ _ EL. 91.5 I—III=III=III � 1=III=III=1I— III=I1=1 I I o0 CPO 00 �',o I—III GRANULAR x _ o od o — o 0000 �0 o I I I� BACKFILL 00 000 0�0. 7 0 o0 0 _ -I GRAVEL IE 89.5 ST BACKFILL GF Paint Both Pipes With Light Grey Latex Paint #4 For UV Protection. r o O I I FLOW _ 0 EL. VARIES 8E 0 0-0U.90 00 �0 � 00�4 REINF W/ #4 0 12 000t ,G 0oc� o 0 EW 0 EAST & 0`��DO-.000 - EL. 85.2 EL. 85.2 WEST END WALLS =� _ � i— #401 8 C Opo --- #4 ® 12 00� EW, EF W. EF o �`E0 � g 0� ° o - I = �0 1EL. 83.5— EL. 83.5 — _ ilk IIITT III�I ' —I III o 000 00 �. o0 ..o o0 . 0 /��i\X\ 00 . o 00 , o.0 o.o O o. 0 .0(� 000 00� . \j/7//\�j/\�j/�� ;. COMPACTED OMIT KEY AT of STRUCTUAL SECT E-E —� FILL RAILING, GRATING PLANKS & SUPPORTS; SEE SHEET 18 Al , I EL. 91.5 _ _ 7,L, r� I-I o 1 L__ J Pipe Hanger =III ----- O �l o oo� r f 10" D.I. Sleeve 0°b° U- --U - r� IE 89.5 #4 TYP EA WALL r� f� EMBEDDED RUNGS r� f� ® V-0" C/C BEYOND r� f� EL. 85.2 �'-- WATERSTOP _ r f TYP ALL WALLS _I I °o ° #4 EW TYP °°°°�° EL. 84.4 UL_ -__JU -III �''° 0000 0,° EL. 83.5 iI��IIIII �- o O o :o:.00 0 0: o� o Ooo• 00 �' j\\%\\/\\/\\/\\/i� ���/ // � //� = COMPACTED oI STRU CTU AL • PLACE AGAINST FILL UNDISTURBED SOIL l'-0" TYP A - A 0 2, til I w.Iv i y \ � / \ b1 rn o z J BA T��c 6 y (a Nik,., /� F— p O W co n _ LINE ~°j' + rr , C 2_I- 5 aN,Lz ,' ,Q Q a w N N + r M ► T � o N _ � Q JV r MC -" � � U � -► g cn 1i6.6 TA 9+79 E 311393.4 N 17 766.E o � JI rn E 13 1393, / w L + rLo - r + Q ' r7 N P V to d- �r QI►- PI / . N � N o N � U)/ LL. I r c - - i C XIST IR IG EC CON I i (SHE T 9) 1 POS _ --�l .F ---- --------- S�wr M K Lo ���r ' _ --- I ,S�Il�tlr S'�ru(�1xrc � � 0 7r•M Sw Clorm/ o f JT conc. B ,Cyr J __ r MAIN IN 1' MIN,DISTANCE �61 f ron., Powt, PvI� �-- C Ili�� R �N FROM UT TO ED`CE Of�, I [ EXIST P VEMENT TYP [ Loc.h-T I o N c j + — �' N � coO W W O N I ` u O �\ O /^ OJCK CO 1� ONO 1 BA LINE C/N 6'55'06" E �L k` 0- o LJ cn cn cn cn 0 U V) N f- - - -� 7 _ U U U U =lam ` M I T OLE TO q U MANHOLE ' -'- S 7+50 MC TA 9+796.6 -- \ - - N 17 766.6 E 311393.4 E 13 1393. O ` i C NC - u-i - N ♦ i \ p D MC OcoT I� N P V N N 0Lr) to ` N U ! l - Li- --- - - _- -27 7.t 44 tkfle— � (SHE T 9) POS — i — I Az Ir P°iG I 1 a — MAIN IN 1' MIN\DISTANCE �) ow ;n Q�d FROM UT TO EDGE O� I Tx , — EXIST P VEMENT �YP -a •� " �I°� ,�k�" ��, 5 5 3 3 6 SURFACE CLEANOUT 1�°\ V� L�°�1 D�' G. u' �„1 !'.SEPTIC 13.M 5-7v-31 / �� ���� �� UPS >>�:✓� qs �� TANK �9 -ror, CENTER o� CONC .wn�L � /I / � \ � � � �e, D U lot ll.'T Q. RT. 7F,I1 TOP CENTER OF CONC, 2 G J L C u _r PAD. ELEV, 51.54, lot'S ce )9�_ WOOD STRUc7rugE t,ON I COrit, 84.2 ON CONC, PAD [/ 3 E\50 qZ CONS -I.E. I ..,.., �0 tb, I _ �g.0 - �� �� CONTROL BASELINiF- F,v s ' \ I— �S 83.9 G R A FO R TO POG ��.iR_ _ '`► F� � ` 80. , \` 3EEr DETAILS cowC. -� 42 � , 0 8�.0 ON SNEET 3 e G c H e I N— Q K NGE i 9s,s �a� g 6"� SIG S FA CE EDGE ,L �P � qP �t �` �" 4:Y► UR CLEANOUT zLpG�T/Q�ll gp•��� �So,"� / \ G e�.� / w 0ti4°DAL ,.,rw ��2 - L R A s S es.5 r / IWg - hl i SEPTIC TANK 41, f..r VA LVE S T & .A , - �hr WALL , w� o a % O Y . Y o •o `r R 52,3Z C waoo _ ab s TEE ., ash / _�� MISS s " �5,9 tl G / ZS e 21 _IIV tA' — — RAVEL / \,�� E V ERG Ms ; .-lSTA. . C , 4811 VIC MN - ; _ -- �� /\ STD,• � /4o a6, k HAS \ 1 1` 9�0 THE �� ,R. 12,, • 5Tq et � o' i/( I wq Icy' PV -, N0 WORK- OR EQUIPMENT gz•7 9.8, MH • �,, E G SHALL J SED OUTSIDE G F ✓� Il/ OF TNES R s �. t. �• 8 s 1 < 07 / / , 3 0 Cvti CO l \ k, , 10 AS•OWLT ON � K (M A TL l�i ►�CIW NS 8S/ S �/ , 3 �• ° GNO A !VTUR! 1NT TO 0't IF 77 .S S z > `" 9i� tiOG�s� AOOEO 0 -1 s : � ti r �F:UTYkE SEWER E , �S � v � wti .� _ o \�f / G 9 11b 95 95 _ � -- 90 90 . � -- -- - - / ..colic _ \\ D •. \\ . _ � �(oti`y 2 -90- me°��°°sTk �9 � 811 SURFACE C.O. b7 Sy nos 85 85 / 6R� �\� !ee CON c-- -- --_ - - 3 < 9' 83SE \ 55 p � ' 64 fi ,, 1� �► O 4 ���• 0' S _ 9 MN �,A 9 io2 L4 3 S• 3b 80-- _ f co 41 ' STAI 9 r el.9 , RT. I S. 5 S ° Q c 9� "; 75 75 2 , r�_ 70.98 RIM O 7 00 8 00 9 00 10400 1 t 00 1 12 00 In -- - - 95 -- - uj w ! — I— n — 74. 3 ( 15u OUT) F- I RIM $ .29 r' `t 0• 0 w RIM 85.57_ �5�, Pv ,�,. a _ --_ 2 �- 90. 87 c iN _ __ - — - 85 2 L - --- — 5 F 2_(Yr D1AM - z ---- - STEEL CASING � RIM 79.84 - - -- _ _ _-- -- CITY O1= RENTON _ .— 8 ` J .-• -- -- - -- _ - -- -- - -- - - — DEPARTMENT OR PUKLIC WORK • 031(0 — J 80. 3�o C IN) As BUILT MAPLEWOOD GOLF COURSE _ '' - (OUT) 8- 8 - 86 GOLF COURSE SEWER EXTENSION 75 — - - -- — ----- -- -__ �r01.5 FUJIKI 8 ASSOCIATE INC. tttY►sco A%_w1t.T% Mn to-t1-11 DRSIGN[D DA rrn.t p OI I? 140. tl(o 0.O ( 8 �`'� N 2.J DESIGNED - L DRAWN 2r'✓'4 19` �1"-49 F 15 P�/C e �° °�Q�� CHECKED AOOEO ALTERNATES C i D Ni t3 S-l9- 8'i *CAE a '� •��_, n" r�81IIO6se_._. I _ ZC1 M i Y L F I S �- \ 74.4'2 C I S" I N N"v4 �q99 APPROVED ADD WORK L/MITS f NOTES MC3 �/20/97 CM[CK[D 74. 33 ( 15"OUT) NO. R[VIlION BY ArPR. OAT[ APPROV[D •M!!T FERGUSON 8 SONS INC 81518 71.4& CoUT) y.MIwsWM.n. . f .. ..^NYafrislwYlrYwMlrii .. OLD CLUB 9` HOUSE r OUR EXISTING BRASS TACK IN SEAM 3 OF CONCRETE WALK, REPLACED ' WITH BRASS TACK IN LEAD 7- SEE ROS /j 9404199014 SURVEYORS NOTES 9>- 3 54'52 55" BLUE/GREEN 1. REFERENCE: KING COUNTY ROS W41990014 RENTAL HOUSE 2. ALL MONUMENTS VISITED 12-1-95 a 3. BASIS OF BEARING: NONE 16 15 4. DATE OF LAST CALIBRATION CHECK: 12\4\1995 E TOPCON GTS-3C USED. 21 22- N S?�)y,. W 5. ALL TIES SHOWN ARE RAW FIELD MEASUREMENTS AND ARE NOT BALANCED. 92'33 20 �--,� 54 9oW(KC,ts) 45" 228'36'29" OUR EXISTING BRASS TACK OBLITERATED CORNER IN BRICK PORCH, SEE ROS IN GOLF COURSE GREEN 9404199014 59*36.44" 366?>71 SET 2" BRASS DISK IN CONCRETE WALK STAMPED `+ RP1 LS17659 FOUND 1938 KING COUNTY : ; f•`:,;i t• WPA CONCRETE WITNESS 98'S9.02 •`' ' r� MONUMENT B-197 WITH 3" NOTE: GPS MONUMENT BRASS DISK, DOWN 2.5 ft. • "' "GOLF", DESTROYED SET WITNESS POST AND T' MAPLEWOOD DURING 1995 CONSTRUCTION SIGN 2 WESTERLY .., ROOF ..•: ,��.• BOOSTER PUMP SUPPORTS STATION SET 2" BRASS DISK AT NE CORNER OF FISH LADDER STAMPED RP3 LS1765910 t° - NEW CLUB HOUSE AND DRIVING RANGE TON - - -� Mq p`� CONCRETE \ L ��- FISH LADDER D,qR CONCRETE WALL ROAD ASPHALT JOGGING PATH 21*24'13" - 932 '45" `-Try-- 10Q�� MONUMENT STAMPEDCON2RETE �.� LS17659 tl Q ti 475 t NW1/4, NW1/4 SEC 22, TWP 23N, RGE, 5E, WM. -- -- FWrW � — RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE wnS& RECORD OF SURVEY 1�,� neC- 19 9S CORRECTLY REPRESENTS A SURVEY MADE BY ME OR T `' �+• B O Y D & ASSOCIATES PREPARED FOR FILED FOR RECORD THIS �� �flAY OF 1/ ► THIS MAP f) UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS CITY OF R E N T O N IN BOOK of AT PAGE OF THE SURVEY RECORDING ACT AT THE REQUEST OF 1. INCORPORATED Y.• k�•^ �Fs9 �� . MONUMENT TIES: KING COUNTY MONUMENT B197 AT THE REQUEST OF MR. Bob MccOnle Mr. Bob MacOnle IN DECEMBER 19. 95. 1:s''• '�ST�� • 13039 6th AVENUE SOUTH ~� R&Z DRAFTING DATE JOB NO. ��'` `•"�'�� SEATTLE, DRAWN BY: g512 22 ©�� �- r� WASHINGTON 98168 206 937-8819 12-1-95 1163--5 r F xP«Es a 13/pL 206 244-2869 s' % v :w. CHECKED BY SCALE SHEET Robert W. Boycr bAt R WB N.T.S 1 OF 1 MANAGER SUPERINTENDENT OF RECORDS LS# 17659 a 00 NOTE: SEE GRADING PLAN SHEET 8 FOR 0 o PLACEMENT OF PRECAST CONCRETE 0 CURBS EACH SIDE OF SPLITTER STRUCTURE d- 12'-6 5/8" 1 -4» RAILING, GRATING PLANKS E L. 2.0LL 8"L 1 of-0" 8" & SUPPORTS; SEE SHEET 18 4� SS GUIDES ® EAST <01 EL. 92.0 F� \ 5:6,, WEIR ONLY; SEE SAFETY "1 \ SHEET 18 FOR DETAIL #4 T.O. WALL B (CONCRETE WALLS 0 CHAIN ' 7 - 1 EL. 91.5 WITHOUT GUIDES N OVERFLOW WEIR `� E WEST WEIR) HANDRAIL T.O. CREST POST 00 EL. 88.0 CIDs �= �� �\ ^� T.O. WEIR EMBEDDED II 1 1 1 1 1 I SEE SLOT " EL. 85.4 (EAST) II 1 1 1 1 1 EL. EL. 84.4 (WEST) • RUNGS EL. 84.4 85 2 DETAIL 4',0" \` °` • II \ 1/ 0 n I 1 1 1 u of KEYED T.O. FOOTING II I I I I I i N A CJ EL. 83.5 0„ E �� �� �, A _ 53.06 2 V-401 b IC N 135.81 II I I I I I 11 E II I I I I I 1 � , \ • M 40,,0 CR APPROX LOCATION OF 15"0 M D.I. PIPE (VERIFY) SLOT DETAIL I - - N T.O. SLAB EL. 83.5 B 1 SLOT REQ'D W/ GUIDES AS SHOWN (EAST WEIR) �� 1 SLOT REQ'D W/O GUIDES AS NOTED (WEST WEIR) GUARD OPEN 0 1 ' AREAS ON SIDES I 1 OF GRATING N 175,615.30 y C 1 PLANKS W/ WP E 1,311,380.07 1 " = 1 '-0" HANDRAIL EL. 91.5 4' 0 00 olo D D 4'-0" 40'-0" 4'-0" 0 EL. 92.0 � EL. 91.5 _ - - - CREST EL. 88.0 8' 10'-o" 8" ----------- -------- 1'-2 5/8" 1'-4" EL. 85.5 2 so 1'-4" I = _ _ _ I- EL. 83.5 SPLITTER STRUCTURE PLAN EL. 82.5+ S,..r�c CrrDr rc_s l+t� in 6,,�, 1-AJ � � l, than �ts1J�c�. - LOCATE & AVOID 15"o D.I. 5P1�7T�r 3 EL. Xo. /:- s .�_ %� DOWNSTREAM ELEVATION OVERFLOW WEIR SS PIPE UNDER FTG I • RAILING, GRATING PLANKS RAILING, GRATING PLANKS #4 TYP & SUPPORTS; SEE SHEET 18 & SUPPORTS; SEE SHEET 18 ' 11 EL. 91.5 ' EL. 91.5 NOTES: 1 1-I I-I I I=III - - - - - - - - I (�I-I I-I I= 1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS 1I-I I I-I I I=I I I=I I-I I- 1 STD HOOK NOTES AND ABBREVIATIONS, SEE SHEET 13. ' - - - - - - - - - - - - -III-I ° I-IIr III- -GRANULAR TYP ---u -III o0°0.0� 2. FOR SPLITTER STRUCTURE GRADING PLAN, SEE SHEET 8. =l0000o g 0oog I=1 BACKFILL 2 CL TYP 1 f� Ii� 0 00000 0 co00 ' - I_=-ju o0 00 #4 ® 12 EW, �000 - • 3. FOR SPLITTER STRUCTURE MISC. METALS, SEE SHEET 18. -I 0° EA WALL o I GRAVEL STREAMBED BACKFILL GRAVEL EL. .0 SECT C-C 91 EL. 91.5 SECT D-D 4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL I _ EL. 92.0 SECT E-E CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS. - --u #4 TYP EA WALL z #4 ® 12 EXTEND ALL VERTICAL WATERSTOPS 6" INTO SLAB AND TO _I 6" BELOW TOP OF WALL. SPLICE ALL WATERSTOP JOINTS 7= FLOW ow-_ PER MANUFACTURER'S RECOMMENDATIONS. t - ---�U EMBEDDED RUNGS ® 1'-0" C/C RIPRAP EQ EQ TYP 1 _ _ 1 BEYOND 1,-0" EL. VARIES 86.5f ® C-C -� 00000 °0 O o 000 000 00 00 000 REINF W/ #4 ® 12 °C) 00 o°b.0 0-. °�o0o°0000 1 f EW ® EAST & • 0a °° 00 00 o°00`b 0 pO0�0 g 0 00 00 C °0 000°o`6o 0 0 CIS 0°00�° EL. VARIES 85.5f ® C-C L WATERTOP EL. 85.2 EL. 85.2 WEST END WALLS #4 ® 118 _III= I II I= O CORNER DETAIL , 1 f TYP ALL WALLS 4 EW TYP #4 ® 12 0 o o EL. 84.4 # - I o o°0000 --- EW, EF 0°°o 60 I=- EW, EF • �- - -� 0 2' 0 4 8 -III °o Q o°o g III- •I I I I;I-- GRANULAR I I I I I I I I I S' 00 I 0 00000 ��t3.`7 BACKFILL I I I I - EL. -83.b -III-I °0 a�o ___T' ,` 0 °o°0o I-I I = EL. 5 EL. 83.5 SECTS C-C & D-D 1 /2" = it-off 1 /4 - 1 -0 �. °o o° ° �I I(I I I) I I;I ' o o EL. VARIES SECT E-E EXCEPT AS NOTED 1 I I APPROVED • o . o 0 0 o. 111111111 o 00 0. o 0 0 /\\/\\\\\\/\\\j�\\/\\\ o ��\// p . T I-j0 EEE � . o o Do. .o 0 0 o O. o 01. 0.0 . o .o . 00. . 0 0 o o /i. I o. 0 0 Q o0 0 0 0 0 0 0 0 0 0 SIN of WAShr t1� BY DATE -6- 8 CD C �' ;/ / \ \ \ \ \ \ \ \ / /\/ / / / / / / /��\��\\��\\���\�/�///�///�/�/��///`�o COMPACTED /��\��\\��\\���\�/�\//�//�//\//�/ COMP ACTED I STRUCTUAL � 0 STRUCTUAL OMIT KEY AT 1'-4" g" PLACE AGAINST CITY OF RENTON PLACE AGAINST FILL FILL SECT E-E UNDISTURBED SOIL 19561 w� DEPARTMENT OF PUBLIC WORKS 00 UNDISTURBED SOIL �OA, GISTC - C, D - D, E - E NAL MAPLEWOOD CREEK FISH CHANNEL PROJECT ` ) �oCZAVY.c� ' SPLITTER STRUCTURE H N 1 -o TYP A _ A B - B o 1 I ? EXPIRES 3-30-99 PLAN AND SECTIONS r 0 2, 0 2' - 1 1 1 I 1 I I I I 1 1 /2" - 1 '-0" ' ' ^ p DATE: 7/1/98 FILE NAME: SHEET14 DESIGNED: D J 1 /2„ - 1 ,-0„ 1 /2>► - 1 r-0„ DRAWN: WMD Engineers and Scientists SCALE: AS SHOWN FIELD BOOK: PAGE: E Washington CHECKED: DPT O TEL: ((425) 602-4000 APPROVED: C_ FAX: 425) 602-4020 NO. REVISION BY APPR. DATE DIRECTOR OF PUBLIC WORKS SHEEP: 14 OF: 22 41'-p„ 8 -0'$ 8 -0„ 1' 0" FOOTING U.N.O. #4 DWL BAR 8 9 - #4 TOP TRIMMER - - - - - - -- - - - _ � is-of) i BAR I O #4 ® 12 E.W., DWL INTO SLAB AND WALL I I I - I I I ' 1 - - - - - - - - c�-- - - - - - - -j- I cam-- - - - - - - DAYLIGHT 4"0 PERF DRAIN I I I ( 'O ' T.O. WALL - T.O. SLAB i CJ - �� �JJ _ - / EL. 107.6 I EL. 100.1 I EL. 107.6 2"0 PVC PIPE, FEMALE ' ADAPTER & PLUG FOR LADDER &I I 6„ 8'-3 8'-p HANDRAIL DETAILS ' SEE SHEET 17 TYP 12 PLACES I I I E REINFORCEMENT IN E WALL AND SLAB NOT NOTE: SEE SHEET 8 E 1. 101.5 i i EL. 103.1 WEIR 4 o� 4 EL. 102.3 w SHOWN FOR CLARITY FOR CHANNEL i w GRADING IN ' _ I t THIS AREA 4 -0 i v CJ B - B 1 i i i (REINF. TYP. ALL WEIRS) 1 ' . D i T.O. WALL EL. 108.4 T.O. WALL EL. VARIES 0 EL. 110.8 �� I i T.O. FOOTING _I EL. 100.1 I 0 FOR HANDRAIL DETAILS / SEE SHEET 17 I I - ------------- ----------------------------- -------------- -------------- - -- ---- --- - �-------------- -- - - -_J,� 1 18" O.D. PIPE THIMBLE TYP � EL. VARIES - -------------------------- -- ------------------------ - -i - - ,-- -------------- 1 -------- ---------- T.O. WALL G SEE SHEET 13 T.O. SLAB ' I EL. 110.8 EL. VARIES 1 EL. 110.8 EL. 103.3 -' (SHEET 16 MECHANICAL COUPLING TYP - - 6,� TYP. � D - - � 1 �+ D � 2� EL. 112.0� I I I 18" O.D. SHORT RADIUS ELBOW .-. �- - - 0j EL. 106.3 EL. 105.5 EL. 104.7 EL. 103.9 EL. 112.0 - - N 176 030.22 w 00 I T.O. WALL _ _ - TYP E 1,311,429.19 V) EL. VARIES `J 18" CANAL GATE .� T.O. FOOTING 5 ® 12 E.F., E.W. EL. 107.3 # T.O. WALL B o , EL. 114.8 _ L. 111.6 = EL. VARIES - 0 T.O. SLAB � I �+ EL. 100.1 C I iLl 0 0 1 I I #5 DWLS E.F. - --------------------------- - ------ - --------- - ------- ------------- -- - WATERSTOP TYP ---- ------- T.O. WALL I - ------- ------------- A A - _ -------------- -------------- - ---------------------------- -- - SEE NOTE 4 --- ---- -----� EL. 114.8 T T 3'-6" T.O. WALL O: o � . oO.o 1 4"0 PERF PIPE DRAIN TYP ' EL. VARIES o 0 0 00 I � EL. 114.8 DISH SLAB LOCALLY TO CONFORM � 1 O o00 U ' TO BOTTOM OF CANAL GATE J COMPACTED 0 STRUCTUAL T.O. SLAB' EL. 107.1 - EL. 107.9 EL. 108.7 EL. 109.5 EL.. 110.3 I 1 EL. 107.3 \ 1 0I FILL; 12" MIN 0 T.O. SLAB AND00 EL. 116.2 I FOR LADDER & HANDRAIL FOOTING EL. 100.1Do I DETAILS SEE SHEET 17 I \ o o:.'$: PIPE I.E. 107.65 (SHEET 16) o. T.O. WALL U N 176,036:83 �"� E 116.2 0 1 ' I T. B EL. 116.2 E 1,311,437.09 i 4"0 PERF PIPE 103. CONTRACTOR TO VERIFY o o IN 12 X 12 Mo 000o'o ENVELOPE OF - oo--- - - - - - - - - a^ - - - - - - �o---- - - - - - - - - oo - - - - - - - cam- - - - - - � +-- - - 0 - - -1-- -t -o W� GRAVEL BACKFILL i\�i\/i\/i�/\/` • � 1 1 1 1 1 _ _ COMPACTED STRUCTURAL #5 ® 12 E.F. WALL = EXISTING 42" PRECAST FILL, 12" MIN, SEE NOTE 6 CONCRETE PIPE ------ #4 ® 12 E.F. -I 0 o EL. 116.2 - - ---- - -�- ---- � ` 4"0 PERF PIPE, TYP AROUND p 8'-p„ SEE NOTE 5 8'-p» u fl' C - C IL 0 N 176,020.26 F PERIMETER AS SHOWN B fl _I cn E 1,311,482.94 (SHEET 16) 53'-9" NOTES: FOR HANDRAIL PLAN DETAILS SEE 1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS, NOTES SHEET 17 AND ABBREVIATIONS' SEE SHEET 13. CANAL GATE 4 T.O. WALL 1'-0" `o T.O. WALL FOR HANDRAIL � T.O. WALL EL. 114.8 EL. VARIES2. FOR FISH LADDER GRADING PLAN, SEE SHEET 8. EL. VARIES DETAILS SEE - 3. FOR FISH LADDER MISC. METALS, SEE SHEETS 17 AND 18. SHEET 17 _ III--IIIII--III=I1 0 4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL 1'- " ' I-III-I I 1=�i 1=' III=1Ti- CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS. I=III=III=111=1 I I T.O. WALL o.0.. „ -�11=1I1=111-1 - FAR SIDE o:�p GRAVEL BACKFILL TYP EXTEND ALL VERTICAL WATERSTOPS 6 INTO SLAB AND TO ' T.O. WALL U EL. 112.0 6" BELOW TOP OF WALL. SPLICE ALL WATERSTOP JOINTS A EL. 111.6 8'-0" TYP. PER MANUFACTURER'S RECOMMENDATIONS. O� I� T.O. SLAB EL. 107.3 1 5. REMOVE PLUGS FROM UPSTREAM AND DOWNSTREAM ENDS CREST EL. 110.3 OF EXIST CONCRETE PIPE. SEE SHEET 8. CREST EL. 109.5 6. CLAYEY SOILS AND HIGH GROUNDWATER MAY BE ENCOUNTERED #4 ® 12 E.W., TYP. CREST EL. 108.7 #5 ® 12 E.F. 1'-0" UNDER THIS STRUCTURE. CONTRACTOR TO BID WORK ASSUMING #5 ® 12 E.F., E.W. 0 U ##5 ® 12 E.F. 4 ® 12 E.F. OVEREXCAVATION AND BACKFILL WITH QUARRY SPALLS AND Lo.CREST EL. 107.9 � ' � T.O. SLAB STRUCTURAL FILL TO OBTAIN A FIRM, SOLID FOUNDATION WILL #4 ® 12 E.F. EL. 107.3 BE NECESSARY. DEWATERING WILL BE INCIDENTAL TO THIS CREST EL. 107.1 - I+ ------ 0 O STRUCTURE. I I � PDSTL #4 ® 12 E.F. '�' 0 :6'.'00 O :o .00_o :o . 00. �„ of WAS'," r o po. .o o.o p O:.o �Q 0: � G „ 00 10 I O o 0o Q do O o 00 U o o 40 PERF LO #5 ® 12 E.F. 1 o:. o I i� \ � � � � Qf � 0 ..o . o 0 0: I I 1 //,%</,,,i,,\/%i\/i,�/i,./ CITY OF RENTON 00 DRAIN TYP +� Q , I 1 -0 #4 ® 12 E.F. oo. o. 0Q m .. o��o O o� \�����iv WATERSTOP, TYP. ' ' APPROVED 25'92 T.O. SLAB �� o I '%.// /��/�/�%/% i i i SCALE 0 3 6 FEET �0� ��'GISTEg�� � _ DEPARTMENT OF PUBLIC WORKS #5 ® 12 E.F. o .p 0 .6 I , ' I ' ' I ' ' I �s �� MAPLEWOOD CREEK FISH CHANNEL PROJECT 00 EL. 103.3 Cbo�3o 0 0 00 O a o� I i ' I , SIDNAL E� o -- p-:�a\� ���\� ,�//,/ 1 i I i COMPACTED STRUCTURAL FILL,i i 3/8 = 1 -0 BY D DATE -�- e FISH LADDER o /i,//, i i , 12 MIN, SEE NOTE o EXCEPT AS NOTED EXPIRES 12-21-99 O. oO o O :o. O.o -- -- ---- --------- � o ____ ___� L � � - PLAN AND SECTIONS Cp o o. .o 0 0 0. oO ---------- ------ ------------ � . A ^ O � 000�oo obo -----___-_ / DATE: 7/1/98 FILE NAME: SHEETIS ./% /\ /\///.�//% -------------------- J i i DESIGNED: RSP DEP FISH LADDER BEYOND; ___ DRAWN: WMD E SEE SECT D-D, SHEET 16 , L J L BelleEnginvure, oWashington nd Scientists SCALE: AS SHOWN FIELD BOOK: PAGE: --- CHECKED: DPT 0 _ /r TEL: (425) 602-4000 APPROVED: SHEET: 15 OF: 22 A A - C- �--------- --------- ---------------------J FAX: (425) 602-4020 NO. REVISION BY APPR. DATE •� DIRECTOR OF PUBLIC WORKS 3/8" STAINLESS STEEL PLATE BENT, MITERED & WELDED 41'-6" PER DETAIL ON SHEET 18 O _ BEND 1 -0 cv o, >- T.O. WALL FOR HANDRAIL ~ 3 5/16" � 1 � 2 11/16" EL. VARIES DETAILS SEE FOR HANDRAIL SHEET 17 FOR REINF. DETAILS, �3/8" STAINLESS STEEL PLATE SEE B - B DETAILS SEE SHEET 12 BENT, MITERED & WELDED _ SHEET 17 0 I PER DETAIL ON SHEET 18 "'"I 111 11111 I I I=III #5 ® 12 E.F., E.W. ' I » 4 1 -0 CREST ELEVATION ® EACH WEIR III 0 A T.O. WALL '�`� 0 0 EL. VARIES T.O. WALL EL. 110.8 8'-0" TYP. _ _ ` FLOW t TE�i I I-1 I rn _ j �-- 1I=I I I=I I I_=-r'''- 00 GRAVEL BACKFILL I 3'-6" 3'-6" INN CREST EL. 108.4 °p° TYP OUTSIDE OF EACH I� BACKFILLED WALL I CREST EL. 106.3 CREST EL. 105.5 TYPICAL FISHWAY TYPICAL TOP OF 1'-0" #4 ® 12 E.W., TYP. v CREST EL. 104.7 WEIR UPSTREAM ELEVATION FISHWAY WEIR FOR HANDRAIL 6 TYP. DETAILS SEE CREST EL. 103.9 T.O. SLAB °,o DETAIL 1 4 SHEET 17 �- EL. 103.3 80 10 T.O. WALL 1 Oj +CZ) 00 EL. 116.2 RESTORE ORIGINAL o:oo 0 0 a0 0 '� n 1'-0" 4"�b PERF EMBANKMENT TO Gp000 op000 o.o�000:o oaQ a °' EL. 115.17 0 060' apo o DRAIN TYP o p. O 000. .o 0 0 opo0o o.o\\ \\ \\ \\/\\/\/\/ I 7T.O. SLAB =1I1=1I1=1I1=1I1=1I1= 0 / / / / I o0 p o0 EL. 100.1 0 �I-III-II 0 #5 ® 12, E.F. i I ____- ---- -- �1 I WATERSTOP - __--� -- _ #4 ® 12, E.F. �------------------ - ____----------- ap�oo 'o�900 �ooQ° %\ T.O. WALL _ o CY 0 0 0. 0 0 0• 0 /jam/j, . .. EL. VARIES 5 ® 12 E.F., E.W. \ �\�����/��/i//� �\/ 1 -0 TYP. # ___--- COMPACTED STRUCTURAL I ------ / / �\\\r\\j� FILL TYP, 12" MIN, SEE �-- FISH LADDER BEYOND; SEE SECT E-E T.O. WALL I I NOTE 6, SHEET 15 i D _ D EL. VARIES FOR HANDRAIL & FOR WEIR SEE 16 -g LADDER DETAILS DETAIL 1, TYP. L---J _ I SEE SHEET 17 - - - - - - - - - - - - - - - - - - - - - T.O. WALL W E F., E.W. -- EL. VARIES E. 1' 0" - - - - - - - - - - - - - - - - - - II 8'-0" TYP. III II TYP. o Qo _ T.O. WALL EL. 107.6 - - - SEE SHEET 7 FOR o III=I111E,111='"- CHANNEL GRADING „ I fll ----------------------------------------------------------------------------- -----rrOO 4 -0 0 -- o I WATERSTOP ° T.O. SLAB IITYP 00 EL. VARIES T.O. SLAB o � 11= 6" TYP. #5 ® 12 E.F., E.W. I EL. VARIES 9 °� o �p 11= I=III IIIIIII 00 -T� ill=lii_ -------------------------------- 000 00' .•.0 CHANNEL I.E. 100.7 I ' #5 ® 12 E.F. �j CREST EL. 103.1 , , oog0 ,000 SEE GRADING PLAN T.O. SLAB EL. 100.1 1 -0" op°o0 dpoo SHEET 8 CREST EL. 102.3 I I 0.0.0 60,00 " I - 4"� PERF °° 4 0 PERF DRAIN 4 ® 12 E.W., TYP. #5 ® 12 E.F. \ , , 12" X 12" ENVELOPE OF GRAVEL BACKFILL CREST EL. 101.5 # I I DRAIN, TYP o:o #5 ® 12 E.F. #4 12 E.F. 6. � � 0 T.O. SLAB �• #4 ® 12 E.F. °o o EL. 100.1 O 04 F - F —III—III—III-1 1 1—III- O ---------------- 41 w =1 I I-1 I I-1 I I-1 I I-1 11= _I 1 10 - moo 0 o -III—III—III— :aDOo:. ooQ o ------ -------- - n.-p'.o .. o ' C10 0'��poo I gO 060' O .060(:Y.0 O . 000 oqo . r / r / / / / 0 000Qoo o o \\,�\\\ \\ \\ \ _ \ B.O. WALL 0 o duo.00 p, o FOR HANDRAIL & LADDER M '`/%/ NOTE DETAILS SEE SHEET 17 B.O. WALL �2 EL. 95.5 �!/\\//\\//\\//�\!/ 1. EXISTING 42"0 CLASS IV CONCRETE PIPE (BELL MOUTHED) TO #4 ® 12 E.F. E.W. �/\/a ,. FOR HANDRAIL & LADDER BE CAST INTO WALL. SEE MAPLEWOOD CREEK SEDIMENTATION 3 _0 BASIN RECONSTRUCTION PROJECT DRAWINGS. / COMPACTED STRUCTURAL E _ E ' _I- DETAILS SEE SHEET 17 °f 1'-0" � �� I 8'-0" Z� 1'-0" FILL TYP, 12" MIN, SEE � G � ' T.O. WALL NOTE 6, SHEET 15 I 2. FOR GRADING AROUND FISH LADDER STRUCTURE SEE SHEET 8. - -EL.-VARIES _ _I�- I T.O. WALL - EL. 116.2 RESTORE ORIGINAL T.O. WALL EMBANKMENT TO EL. 107.6 -_ EL. 115.17 I #5 ® 12 E.F., E.W. - #5 ® 12 E.F., E.W. #4 ® 12 ENTIRE PERIMETER I FOR WEIR SEE DETAIL 1, TYP. (2) #4 EXISTING 42"0 P SCALE 0 3 6 FEET 01 RECAST CONCRETE I I I I I I I I I I #5 ® " 2 E.F., E.W. PIPE; SEE NOTE 1 2"0 PIPE 2"0 PVC PIPE & I I oF WAS hrj��fy EXCEPT AS NOTED FEMALE ADAPTER �� / ,, it-opt 1 -0 6" LONG W/THR'D Z I- _ (J�) - a N PLUG, TYP. AT COMPACTED STRUCTURAL z w I - - - - APPROVED CITY OF RENTON ALL WEIR WALLS. 0 0 � FILL TYP, 12" MIN, SEE o o � � � I 257e2 � w� DEPARTMENT OF PUBLIC WORKS T.O. SLAB ° - o°Q 0 NOTE 6, SHEET 15 T.O. SLAB °� �GISTE��' 00 EL. VARIES �� -�a0 _ o EL. 107.3 _ - �sI MAPLEWOOD CREEK FISH CHANNEL PROJECT ..p 00 0 n S ° BY D DATE G- 9a ONAL Do ---- - Q FISH LADDER - ----- ---------- O p�ao EXPIRES 12-21-99 0 Ap EXISTING PIPE I.E. 107.65; SECTIONS AND DETAILS o Qo o o a D ao 7 CD _i o° �� �o�O� #4 ® 12 E.F. o� /�� RUBBER 0-RING CONTRACTOR TO VERIFY ��� GASKET TYP. ' ' ^ p DATE: 7/1/98 FILE NAME: SHEET16 \\r\\/ /...... % 5 ® 12 E.F. / / / ENTIRE PERIMETER DESIGNED: WMD DEP # \�� /\\�\�\ Engineers and Scientists DRAWN: WMD G G H - H g g CHECKED: DPT/DEP SCALE: AS SHOWN FIELD BOOK: PAGE: Bellevue, Washington TEL: (425) 602-4000 FAX: (425) 602-4020 NO. REVISION BY APPR. DATE APPROVED: DIRECTOR OF PUBLIC WORKS SHEET: 16 OF: 22