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Q O N r O. 00, CY) o' 0 E O n W PROJECT SITE Swp - 27— r6GS ' 0 5 10 20 SCALE IN MILES LOCATION MAP o PROJECT SITE SEE SHEET 2 89 MAPLEWOOD GOLF COURSE cF0 q 0 .25 .5 1 SCALE IN MILES VICINITY MAP CITY OF RENTON STORM WATER DRAINAGE NOTES: (THE FOLLOWING NOTES ARE REQUIRED BY THE CITY OF RENTON TO APPEAR ON - THESE PLANS. SOME NOTES MAY NOT APPLY TO THIS PROJECT. PROJECT PLANS AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE NOTES.) 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST - BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES. DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE BENCHMARK AND'.ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY' PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT SATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIA! AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER PVC PIPE. 10. GALVANIZED.. STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DFAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE ALLOWED' UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. 13. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT 'AND MUST MEET THE FOLLOWING SPECIFICATION: 4"-8"/407.-70% PASSING; 2 " -4" .ROCK /307-40 %PASSING, AND <2" ROCK/107-20% PASSING. 14. THE CONTRACTOR SHALL: BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,:. SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL 'PLAN ..BY THE TRANSPORTATION DIVISION: ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATION 1- 07 -23, . TRAFFIC CONTROL, SHALL APPLY. 15. SPEC;1L DRAINAGE MEASURES WILL REQUIRED IF THE PROJECT LOCATION IS WITHIN. THE AQUIFER PROTECTION AREA. s SW 1/4 SECTION 15 TOWNSHIP 23N RANGE SE SE 1/4 SECTION 16 NE 1/4 SECTION 21 NW 1/4 SECTION 22 Engineers and Scientists B.11 —e, . Washington TEL (425) 602 -4000 FAX: (425) 602-4020 NO. I REVISION i413; ':��_zdfeo/ SCANNED MAR 3 0 2000 �s*: �4i^ :c,> ��'`E€s.�, V1 r 0 d N x wN� � N H I N ® I CI MAPLEWOOD CREEK FISH CHANNEL PROTECT SHEET NO. DRAWING DESCRIPTION 1 PROJECT LOCATION MAP AND DRAWING INDEX 2 PROJECT SITE PLAN 3 SITE PLAN A AND PROFILE 4 SITE PLAN B AND PROFILE 5 SITE PLAN C AND PROFILE 6 SITE PLAN D AND PROFILE 7 SITE DETAILS: AND SECTIONS 8 SPLITTER STRUCTURE AND FISH LADDER GRADING PLANS " 9 TYPICAL, CHANNEL SECTIONS 10 BOX CULVERT CROSSING DETAILS 11 LOG DROP STRUCTURE PLAN, SECTIONS, AND DETAILS 12 FISH HABITAT STRUCTURE DETAILS 13 STANDARD CONCRETE AND REINFORCEMENT DETAILS 14 SPLITTER STRUCTURE PLAN AND SECTIONS 15 FISH LADDER PLAN AND SECTIONS 16 FISH LADDER SECTIONS AND DETAILS 17 MISC METAL AND RAILING DETAILS 18 MISC' METAL DETAILS 19 VEGETATION SITE PLAN A AND SECTIONS 20 VEGETATION SITE PLAN B AND SECTIONS 21 VEGETATION SITE PLAN C AND SECTIONS 22 VEGETATION SITE PLAN D AND SECTIONS ADDITIONAL DRAWINGS NEW GREEN PLAN RELOCATION OF 16 -INCH WATER LINE PRIVATE UTILITY RELOCATIONS WSDOT STANDARD PLAN B -5, REINFORCED CONCRETE SINGLE BOX CULVERT (11- 26 -79) W PROJECT SITE Swp - 27— r6GS ' 0 5 10 20 SCALE IN MILES LOCATION MAP o PROJECT SITE SEE SHEET 2 89 MAPLEWOOD GOLF COURSE cF0 q 0 .25 .5 1 SCALE IN MILES VICINITY MAP CITY OF RENTON STORM WATER DRAINAGE NOTES: (THE FOLLOWING NOTES ARE REQUIRED BY THE CITY OF RENTON TO APPEAR ON - THESE PLANS. SOME NOTES MAY NOT APPLY TO THIS PROJECT. PROJECT PLANS AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE NOTES.) 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST - BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES. DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE BENCHMARK AND'.ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY' PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT SATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIA! AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER PVC PIPE. 10. GALVANIZED.. STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DFAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE ALLOWED' UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. 13. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT 'AND MUST MEET THE FOLLOWING SPECIFICATION: 4"-8"/407.-70% PASSING; 2 " -4" .ROCK /307-40 %PASSING, AND <2" ROCK/107-20% PASSING. 14. THE CONTRACTOR SHALL: BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,:. SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL 'PLAN ..BY THE TRANSPORTATION DIVISION: ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATION 1- 07 -23, . TRAFFIC CONTROL, SHALL APPLY. 15. SPEC;1L DRAINAGE MEASURES WILL REQUIRED IF THE PROJECT LOCATION IS WITHIN. THE AQUIFER PROTECTION AREA. s SW 1/4 SECTION 15 TOWNSHIP 23N RANGE SE SE 1/4 SECTION 16 NE 1/4 SECTION 21 NW 1/4 SECTION 22 Engineers and Scientists B.11 —e, . Washington TEL (425) 602 -4000 FAX: (425) 602-4020 NO. I REVISION i413; ':��_zdfeo/ SCANNED MAR 3 0 2000 �s*: �4i^ :c,> ��'`E€s.�, V1 r 0 d N x wN� � N H I N ® I CI Q r 0 ro rn 0 t` O E 0 O / „ 1 G EXISTING .FISH LADDER INTAKE �y l END CONSTRUCTION AT •\ / f �'e /' EX;S F- . =L -_� rvTaTl_ %iv ° :,'� FISH LADDER - SEE SHEETS 15 & 16 it SURVEY MONUMENT SURVEY MONUMENT #48 BASIS OF BEARING # 1897 / f N 89'29'54" W Y l ARMY _ flE, I 19Tf GREEN FAISTiN \BUILDIN 01 ' Imo. \ - \ r r UPPER FT CHANNEL VENT BOXE S ���`� \ \ -R \ % SEE SHAFTS 6 �oo \ PK D - BORE SURVEY MONUMENT HOLE 10 #1520 WA ME rI BORE 0,0 HOLE 9 -- 1' 5TH FAIRWAY] nF - _ LOWER 'FISH CHANNEL f, � ----- SEE SHEETS 3, 4 & 5. .3RD FAIP.vVa'- r - a - r -O-r E4 r �� r`I r a, -"li? BORE . - �.�Y \ r r 5TH GREEN ff� SAND TRAP BORE ..,, BORE` ®. - BORE r \ EXISTING HOLE 3�� ' ' ® HOLE B �. � \ ,� % SPUTTER. STRUCTURE 69 CART Pa.Tu 4TH rA1,R'WAY ' ® ® '��A. .4'AY,% %� SEE SHEET 14 r. AND GUTTER tBORE 1/ w HOLE 8' i -644492 BORE. �� �.� _ _ r� '� BEGIN CONSTRUCTION FC STA 0 +09.32 \b,. FIR EXISTIN G F sh LA D DER TIE INTO EXISTING FISH 011 I A ABREVIATIONS �,.. �.., -_� ..... DDFR STRII[:TI1RF B TM.P -.2 7- 226P LE. = INVERT ELEVATION NFLL 1 ' j AP = ANGLE POINT S = SLOPE C0\; '�R/A VAULT UGW = UNDERGROUND WATER PIPE NEW GREEN AREA COND. = UNDERGROUND ELECTRICAL/ / SEE ADDITIONAL DRAWINGS CHEMICAL /MISC. CONDUITS HC = HORIZONTAL.. CURVE PC = POINT OF CURVATURE % PT = POINT OF TANGENCY PI = POINT OF INTERSECTION j VPI = VERTICAL POINT OF INTERSECTI(' EXIST. = EXISTING U/S - DOWNSTREAM v t✓' c Crc �t r i'- I U/S UPSTREAM SCALE 0 40 80 160 FEET ZA Engineers and Scientists 1" = 80, Bellevue, Washington EXCEPT AS NOTED TEL (425) 602 -4000 FAX: 11425)) 602 -4020 NO. REVISION SURVEY LEGEND M CONTROL VALVE o VERTICAL STAND PIPE ® WATER METER © POWER VAULT ❑ CATCH BASIN .n. SIGN ❑� OUT OF BOUNDS MARKER o— POWER POLE ® SPRINKLER HEAD E-- GUY ANCHOR ® CITY OF RENTON MONUMENT RECOVERED 9 `. THIS SURVEY AS DESCRIBED IN NOTES } EXISTING TREE & DRIP LINE DRAWING LEGEND - - - -- CONSTRUCTION LIMITS - - -- -- - -- EXISTING UNDERGROUND UTILITY 3O - -- EXISTING CONTOUR EXISTING FENCE 108 NEW CONTOUR 106.5 SPOT ELEVATION 8 TOE ROCKS OR ROCK WALL �00() RIPRAP W ROCK DER ECTOR.HABITAT BOULDER STRUCTURE ROCK CLUSTER HABITAT BOULDER STRUCTURE (SINGLE ROCK) ROCK CLUSTER HABITAT BOULDER STRUCTURE (2 ROCKS) ob ROCK CLUSTER HABITAT BOULDER STRUCTURE (3 ROCKS) �- SINGLE ROOT LOG HABITAT STRUCTURE DOUBLE ROOT LOG HABITAT STRUCTURE NEW OP. REPLANTED TREE REMOVED ANC DISPOSED OF TREE i / L REMOVED AND REPLANTED TREE 8 -7 O BORE HOLE & NUMBER, SEE BORING LOGS TOP OF HOLE WATER LEVEL IN MONITORING WELL ON 2/13/98 GROUNDWATER LEVEL OBSERVED DURING DRILLING BORE HOLE. LEGEND PROBABLE SILT SOIL/ GRANULAR, SOIL BOUNDARY IN PROFILE BOTTOM OF HOLE SURVEY CONTROL HORIZONTAL AND VERTICAL DATUM: HORIZONTAL - NAD1983/91 FEET VERTICAL NAVD1988 FEET BASIS OF BEARING, COORDINATES AND ELEVATION FROM THE CITY OF RENTON SURVEY CONTROL NETWORK. HORIZONTAL RENTON CONTROL #1897 MONUMENT IN CASE APPROXIMATELY 150' FROM INTERSECTION OF SE 5TH ST. AND NEWPORT AVE. SE, ON CENTERLINE OF SE 5TH ST. HORIZONTAL RENTON CONTROL #1888 MONUMENT IN CASE ON MAPLE VALLEY HIGHWAY ABOUT 1000'. EAST OF INTERSECTION OF SOUTHEAST 5TH ST. VERTICAL RENTON CONTROL #1520 HUB AND TACK IN MONUMENT CASE APPROX. 100' NORTHEAST OF INTERSECTION OF SE 5TH ST. AND MAPLE VALLEY HWY. # 1897 = NORTH - .176649.20 # 1888 = NORTH - 176661.92 EAST - 1309351.19 EAST - 1307901.12 # 1520 = ELEV. = 65..56- .5*-,d, 62,56 APPROVED 1, POST BY DATE -G -1 1 war L Gf l3. /> - az1962 vc, SCANNED MAR 3 0 Z000 Cl n 0 d A N N x z � N N ti Q dj O 00 6J o r O E O (L CHANNEL HORIZONTAL CURVE DATA CURVE RADIUS (ft) LENGTH (ft) DELTA PI NORTHING PI EASTING NOTES, SEE SHEET 2. 11T' F.AIR',,AY -, 3. THE CONTRACTOR SHALL WORK SOLEY WITHIN THE CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED HC -1 30' -0" 22.34 42'40'20" 175436.69 1310239.33 HC -2 150' -0" 156 -99 59.57'51" 175522.26 1310501.68 HC -3 125' -0" 49.15 22'32'41" 175414.89 1 1310621 -07 ,t q, , t v �- N x 48� CEDAR PROTECT TREE WITH RE -ROUTE IRRIGATION PIPE & FENCING, 3' MIN OFFSET � - Lowered ELECT ONDUIT TO ROSSING #�t' SEE UPPLEMEN L SPECIFICKTIONS AND NOTE 9/ �✓�\��. FC STA 0 +19- 5 q CROSSING #1 SEE TYPICAL CROSSING 2x00 N CONSTRUCTION LIMITS TYP /' 4 BEGIN GRAVEL CART PATH, APPROX FC SIA 2 +30' SEE TYPICAL GRAVEL PATH SECTION HC -2 PLAN, SHEET 10 y SEE NOTE 3 r raa ry- WITH CITY FOLLOWING LOWER FISH CHANNEL EXCAVATION. A _ 6. LOWER FISH CHANNEL DEFINED FROM FC STA 0 +19.32 START OF NEW CONSTRUCTION�cs /� b ~ '/' �'- %e -y ` ,y0 X�L� TO FC STA 14 +00.23. UPPER FISH CHANNEL DEFINED FC STA 0 +09.32 ° /'' j ' B -2' I ``� IC/ FROM MC STA 6 +68 TO MC STA 10 +00. SEE MATCH CHANNEL INVERT TO EXIST. /' B_1 r ;. j' - ', �/','` •\ ' *✓� j �'�_ - ,,• `� �'�P /� SPECIAL PROVISIONS. 2" G4ty jRR Lew d 6' X 4' BOX CULVERT INVERT F wee. ?b,..,e r" egad z i \ \ 2 +� DE>C' �Sy t� TrB. �\ G 7. HABITAT STRUCTURES LOCATED AT APPROXIMATE 'aC C / \ 5958 E / - / -' /' `� / v fFTf9> `� `\ �2�, C �\ Q �/" LOCATIONS. SEE SHEET 2 FOR LEGEND AND SHEET F6" 0,4,t. ry Lowe J S �1" / / ) 9� \ /� U 12 FOR DETAILS. CONTRACTOR TO LOCATE Tq , N � NEE ) RELOCAk- ,IRRIGATION /� F` /4 INDIVIDUAL STRUCTURES BY SCALING DRAWING IN LINE, SEE NbT €�- - - - Q •o. - CROSSING #2 �\ ` `° `� � CONJUNCTION WITH DIRECTION FROM THE CITY- +\ FC STA 2 +02.65 \ / ( ``\� {` O ��✓,� �� SEE TYPICAL CROSSING `� `? ,�O• � 3. FOR VEGETATION PLANTING AND RETORATION, SEE ` \\ j,., '..\, \ `.- / SHEETS 19 -22. PL -9N, SHEET 10 ` y ALIGN GRAVEL PATH\ x /� -�� \- �X 9. BURIED IRRIGATION SYSTEM PIPING AND ELECTRICAL TO NEW CROSSING C\ CONDUITS ARE SHOWN IN APPROXIMATE LOCATION. RELOCATE LINE- T per\ CONTRACTOR SHALL LOWER ALL PIPES AND CONDUITS / \ .,ate RELOCATE IRRIGATION / .F yF TO' PASS BELOW THE NEW CHANNEL WITH 12" MIMINUM HEADWALL CI - '�� LINE, SEE NOTE 9 FT D--C 11 COVER TO THE NEW CHANNEL. INVERT. IR2;3ATION t ?0.96 �..� F N ,t / �.;;_ 1 `9J �� I I' SYSTEM TO BE RESTORED TO A WATER TIGHT AND FUNCTIONAL STATE AS REQUIRED. 'C UTILITI CROSSING AND S :; t TRANSITION; SEE DETAIL 1, SHT 7 AND. ADDITIONAL DRAWINGS _.IG\ HC -3 0 FFN 6" PINE 20.0' 2.0' 10.0' 8.0' TOP OF BANK -� 4" OF CRUSHED GRAVEL CONSTRUCTION LIMITS EX IST rn F + 00 \ E 1 / SURFACING SEE NOTE 3 m' EX �' �, CONC BOX. C T ,L�S- Bu, /t N fer : T S PLAN A \' - I /EXISTING GROUND ® UPSTREAM FAC HEADWALL FC STA 0 +00 TO FC STA 4+75 / \ \\ N 175407.53 \ \� /. ARp .rb a,,so > /,.•yb _ , .�F / E 1310221.96 \ Ci7unn �°/ orerex eq Yq led 6 3' ono //� 3' dPe ar fhPn 1.u, \ e9, IE 65.86 Y P F SCAM 0' -, 10 20 40 FEET - COMPACTED SUBGRADE 1 CONTRACTOR TO �\ 2. / F- f .,{' �o•.�oe, -.,,. r •Y qu.eed fr cbn+.nc -i/ bed Sin oorsf /r�S.3f.rnr, 6f7s`•.L _� -..` I I / \ LOCATION AND INVERT. 3, M „• ,�+ war vq/r� .nrf4 // d /e.�/ - FOR FISH CHANNEL GEOMETRY EXCEP"T_AS _NOTED I SEE SHEET 9 T.O. HEADWALL. EL. 70.96 TYPICAL GRAVEL PATH SECTION EXISTING WSDOT CULVERT WINGWALL STRUCTURE; I -1- - NO SCALE APPROX GROUND LINE I.E. _ -65.86 TYPICAL SECTION A TYPICAL ''.SECTION B TYPICAL SECTION C S o' SEE NOTE 5 W Uai o 6 ;o o z W N O - 7B.. ........ .. ...... .... .... +. ...... ............. ........... ..... ... ....... ... ........ ..... ........ ................... .. s rn __: .......... H + 4- B 2 TOH 70 0 EXISTING GROUND _- ---- AT CHAN _ -__ -__ - -- - -_ - - -- _ - ------------- . . . . .. .... .. ........... .. ... ..�.I. 76 Z6403 ' - - O - N N h - " " - -- ---------- - w a . .. -- _ ......... V .. - - -. W 72 ... ....... .. .......... .. T 0 PIPE..(UQW1) -!-':EL. 66.67- SITE PLAN LOCATION B-_ 3 �TOH '69 -7- " " " " - `� .. ............................ ... .......... .. ... ... ... ... ..............:................ .. -. - - ........... ............------------------------ =- -- -' - - --.._.- .....-- ------- - ------ - :.. PIPE TO BE RELOCATED - - - ..� 72 BELOW CHANNEi... .. . U I b ... B -1 TOH 66.6 Mi ul ...... - �I ANNEL INVERT - ... ... -i FLOW 68 - ............. a...... .... . - ....... ... w .. ..... �� .... .. ..... -.. FISH C _ ... ........... ... .......... .. ......... ... -- .. - ----- - - - - -- ---------- - - - - -- - - -_ - -- - .... . ............ _ y ..... ....... a . .. n: 0 Fr 6 64 ........ .........: ....... - ..... ------ .......... ...:..... ..... ... -- .................. .. ......... .......... .. .... ............ .. ......... ------ ...- .... -- ---........... ............... .. 4 _ _ 1...:: ._I 6 STREAMBED GRAVEL, LA THICK IMPERVIOUS APPROVED LAYER; SEE SUPPLEMENTAL - - _ - - -L 12" MIN. I. _ L, PROVISIONS of a � � � o - _ _ EXCAVATION �� a < w LIMITS, TYP. o a> m N o POS BY D DATE -6 -99 o a Z z �z �z oZ 3 > PROBABLE SILTY °o wA TL > _-- o o o o o o o �` SOIL/GRANULAR c, o � oF s �•� _ I o o m o o o NU m SOIL .BOUNDARY o �. �I e CITY �F ',RFiNTON W N N 3 0 > + °, + K O W ro ° SCALE 0 10 20 40 FEET A ss�ez 4 DEPARTMENT OF PUBLIC .WORKS In U Z0� N N- r7 I1I I I H oo x o O W of - co. BOTTOM OF ¢ via ~ co m P o W + _ ',+ u o + o o BORE HOLE (TYP) a a a co : °� Ec1siERE `w �.� z x w m F- o W 1- HORIZONTAL: 1" = 20' 0" c.) �2 O O W W O H O r.. �. N : V) u) Q ' J. W FWDO(, �a 0] N rr °w� o_ w ° Y o O SS /Dxat E�� MAPLEWOOD CREEK FISH ',CHANNEL PROJECT N w c~iim' cn .iri rn rz v) >.w W . W c�� crW `` I I I I a W ExaeES ' 12-21-99 SITE PLAN A AND PROFILE o a- N m x J SCALE 0 2 4 8 FEET > U t` VERTICAL:'' 1 4' -0" As - L3 ./f /JPY Owc / / -/q -.99' DESIGNED: CMG ,DATE: 7/1/98 FILE NAME: SHEET03 DRAWN DWH / DPT �:'V ?�� ?�� CHANNEL � PROFI C.._ : Engineers and Scientists I CHECKED: DW SCALE: AS SHOWN. Fl- 3 -E: /° - PROFILE Bellevue, Washington TEL- (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 22 FAX: (425) 602 -4020 oAE�roR of o�a� woaks NOTES: SCANNED MAR 3 0 2000 1. THESE NOTES APPLY ALSO TO SHEETS 4 -6. �- I Y 2. FOR LEGEND, ABBREVIATIONS AND OTHER APPLICABLE ® NOTES, SEE SHEET 2. 11T' F.AIR',,AY -, 3. THE CONTRACTOR SHALL WORK SOLEY WITHIN THE CONSTRUCTION LIMITS UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL REPAIR, REVEGETATE AND IN ALL WAY RESTORE ALL AREAS OUTSIDE OF THE CONSTRUCTION LIMITS TO THEIR PRE- EXISTING CONDITION. A ^96 4. SEE UTILITY LOCATE INFORMATION TABLE ON SHEET yX � P 7 FOR EXISTING UNDERGROUND UTILITY INFORMATION. 5. ADJUST SEPARATE START AND END STATIONS OF - Q IMPERVIOUS LAYER DEPENDING ON ACTUAL SITE CONDITIONS. CONTRACTOR TO COORDINATE LIMITS PLAN, SHEET 10 y SEE NOTE 3 r raa ry- WITH CITY FOLLOWING LOWER FISH CHANNEL EXCAVATION. A _ 6. LOWER FISH CHANNEL DEFINED FROM FC STA 0 +19.32 START OF NEW CONSTRUCTION�cs /� b ~ '/' �'- %e -y ` ,y0 X�L� TO FC STA 14 +00.23. UPPER FISH CHANNEL DEFINED FC STA 0 +09.32 ° /'' j ' B -2' I ``� IC/ FROM MC STA 6 +68 TO MC STA 10 +00. SEE MATCH CHANNEL INVERT TO EXIST. /' B_1 r ;. j' - ', �/','` •\ ' *✓� j �'�_ - ,,• `� �'�P /� SPECIAL PROVISIONS. 2" G4ty jRR Lew d 6' X 4' BOX CULVERT INVERT F wee. ?b,..,e r" egad z i \ \ 2 +� DE>C' �Sy t� TrB. �\ G 7. HABITAT STRUCTURES LOCATED AT APPROXIMATE 'aC C / \ 5958 E / - / -' /' `� / v fFTf9> `� `\ �2�, C �\ Q �/" LOCATIONS. SEE SHEET 2 FOR LEGEND AND SHEET F6" 0,4,t. ry Lowe J S �1" / / ) 9� \ /� U 12 FOR DETAILS. CONTRACTOR TO LOCATE Tq , N � NEE ) RELOCAk- ,IRRIGATION /� F` /4 INDIVIDUAL STRUCTURES BY SCALING DRAWING IN LINE, SEE NbT €�- - - - Q •o. - CROSSING #2 �\ ` `° `� � CONJUNCTION WITH DIRECTION FROM THE CITY- +\ FC STA 2 +02.65 \ / ( ``\� {` O ��✓,� �� SEE TYPICAL CROSSING `� `? ,�O• � 3. FOR VEGETATION PLANTING AND RETORATION, SEE ` \\ j,., '..\, \ `.- / SHEETS 19 -22. PL -9N, SHEET 10 ` y ALIGN GRAVEL PATH\ x /� -�� \- �X 9. BURIED IRRIGATION SYSTEM PIPING AND ELECTRICAL TO NEW CROSSING C\ CONDUITS ARE SHOWN IN APPROXIMATE LOCATION. RELOCATE LINE- T per\ CONTRACTOR SHALL LOWER ALL PIPES AND CONDUITS / \ .,ate RELOCATE IRRIGATION / .F yF TO' PASS BELOW THE NEW CHANNEL WITH 12" MIMINUM HEADWALL CI - '�� LINE, SEE NOTE 9 FT D--C 11 COVER TO THE NEW CHANNEL. INVERT. IR2;3ATION t ?0.96 �..� F N ,t / �.;;_ 1 `9J �� I I' SYSTEM TO BE RESTORED TO A WATER TIGHT AND FUNCTIONAL STATE AS REQUIRED. 'C UTILITI CROSSING AND S :; t TRANSITION; SEE DETAIL 1, SHT 7 AND. ADDITIONAL DRAWINGS _.IG\ HC -3 0 FFN 6" PINE 20.0' 2.0' 10.0' 8.0' TOP OF BANK -� 4" OF CRUSHED GRAVEL CONSTRUCTION LIMITS EX IST rn F + 00 \ E 1 / SURFACING SEE NOTE 3 m' EX �' �, CONC BOX. C T ,L�S- Bu, /t N fer : T S PLAN A \' - I /EXISTING GROUND ® UPSTREAM FAC HEADWALL FC STA 0 +00 TO FC STA 4+75 / \ \\ N 175407.53 \ \� /. ARp .rb a,,so > /,.•yb _ , .�F / E 1310221.96 \ Ci7unn �°/ orerex eq Yq led 6 3' ono //� 3' dPe ar fhPn 1.u, \ e9, IE 65.86 Y P F SCAM 0' -, 10 20 40 FEET - COMPACTED SUBGRADE 1 CONTRACTOR TO �\ 2. / F- f .,{' �o•.�oe, -.,,. r •Y qu.eed fr cbn+.nc -i/ bed Sin oorsf /r�S.3f.rnr, 6f7s`•.L _� -..` I I / \ LOCATION AND INVERT. 3, M „• ,�+ war vq/r� .nrf4 // d /e.�/ - FOR FISH CHANNEL GEOMETRY EXCEP"T_AS _NOTED I SEE SHEET 9 T.O. HEADWALL. EL. 70.96 TYPICAL GRAVEL PATH SECTION EXISTING WSDOT CULVERT WINGWALL STRUCTURE; I -1- - NO SCALE APPROX GROUND LINE I.E. _ -65.86 TYPICAL SECTION A TYPICAL ''.SECTION B TYPICAL SECTION C S o' SEE NOTE 5 W Uai o 6 ;o o z W N O - 7B.. ........ .. ...... .... .... +. ...... ............. ........... ..... ... ....... ... ........ ..... ........ ................... .. s rn __: .......... H + 4- B 2 TOH 70 0 EXISTING GROUND _- ---- AT CHAN _ -__ -__ - -- - -_ - - -- _ - ------------- . . . . .. .... .. ........... .. ... ..�.I. 76 Z6403 ' - - O - N N h - " " - -- ---------- - w a . .. -- _ ......... V .. - - -. W 72 ... ....... .. .......... .. T 0 PIPE..(UQW1) -!-':EL. 66.67- SITE PLAN LOCATION B-_ 3 �TOH '69 -7- " " " " - `� .. ............................ ... .......... .. ... ... ... ... ..............:................ .. -. - - ........... ............------------------------ =- -- -' - - --.._.- .....-- ------- - ------ - :.. PIPE TO BE RELOCATED - - - ..� 72 BELOW CHANNEi... .. . U I b ... B -1 TOH 66.6 Mi ul ...... - �I ANNEL INVERT - ... ... -i FLOW 68 - ............. a...... .... . - ....... ... w .. ..... �� .... .. ..... -.. FISH C _ ... ........... ... .......... .. ......... ... -- .. - ----- - - - - -- ---------- - - - - -- - - -_ - -- - .... . ............ _ y ..... ....... a . .. n: 0 Fr 6 64 ........ .........: ....... - ..... ------ .......... ...:..... ..... ... -- .................. .. ......... .......... .. .... ............ .. ......... ------ ...- .... -- ---........... ............... .. 4 _ _ 1...:: ._I 6 STREAMBED GRAVEL, LA THICK IMPERVIOUS APPROVED LAYER; SEE SUPPLEMENTAL - - _ - - -L 12" MIN. I. _ L, PROVISIONS of a � � � o - _ _ EXCAVATION �� a < w LIMITS, TYP. o a> m N o POS BY D DATE -6 -99 o a Z z �z �z oZ 3 > PROBABLE SILTY °o wA TL > _-- o o o o o o o �` SOIL/GRANULAR c, o � oF s �•� _ I o o m o o o NU m SOIL .BOUNDARY o �. �I e CITY �F ',RFiNTON W N N 3 0 > + °, + K O W ro ° SCALE 0 10 20 40 FEET A ss�ez 4 DEPARTMENT OF PUBLIC .WORKS In U Z0� N N- r7 I1I I I H oo x o O W of - co. BOTTOM OF ¢ via ~ co m P o W + _ ',+ u o + o o BORE HOLE (TYP) a a a co : °� Ec1siERE `w �.� z x w m F- o W 1- HORIZONTAL: 1" = 20' 0" c.) �2 O O W W O H O r.. �. N : V) u) Q ' J. W FWDO(, �a 0] N rr °w� o_ w ° Y o O SS /Dxat E�� MAPLEWOOD CREEK FISH ',CHANNEL PROJECT N w c~iim' cn .iri rn rz v) >.w W . W c�� crW `` I I I I a W ExaeES ' 12-21-99 SITE PLAN A AND PROFILE o a- N m x J SCALE 0 2 4 8 FEET > U t` VERTICAL:'' 1 4' -0" As - L3 ./f /JPY Owc / / -/q -.99' DESIGNED: CMG ,DATE: 7/1/98 FILE NAME: SHEET03 DRAWN DWH / DPT �:'V ?�� ?�� CHANNEL � PROFI C.._ : Engineers and Scientists I CHECKED: DW SCALE: AS SHOWN. Fl- 3 -E: /° - PROFILE Bellevue, Washington TEL- (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 3 OF: 22 FAX: (425) 602 -4020 oAE�roR of o�a� woaks ro 0 OU n y �' w , lv x x 0 a w , � lv H o. r' SCANNED MAR 3 0 2000 w jL ® I( ro 0 OU n y �' w , lv x x 0 a w , � lv H o. r' CL CHANNEL HORIZONTAL CURVE DATA CURVE RADIUS (ft) LENGTH (ft) DELTA PI NORTHING PI EASTING HC -4 75' -0" 28.99 22'08'38" 175398.22 1310668.32 FIC -5 100' -0" 67.49 38'40'03" 175321.07 1310755.28' HC -6 S0' -0 ": 18.31 21'00'09" 175316.80 1310839.16. 'HC-7 50' -0" 48.92 56'03'17" 175292.75 1310893.40 HC -8 100' -0" 10.23 5'51'35" 175351.87 1310987.51 HC -9 100' -0" 88.78 50'51'53 " 175414.88 13 ?1768.15 � Q S 70'33'52" E B -4 O HC -4 F r . -r FAIRWA,Y- k� 1 �A' LIMITS BOUNDARY- hx F i j; GRAVEL CART PATH TO SOUTH 7 / OF CROSSING #3; SEE SHEET 3 TYPICAL GRAVEL PATH SECTION CE CROSSING L2A x FC STA 5 +22.00 - SEE SHEET 10 FOR RELOCATE IRRIGATION. LINE; \ CROSSING PLAN, TYP SEE NOTE 9, SHEET 3 7 RELOCATE 3 FIRS . F82S GAG T / TO SOUTH OF NEW du ` \Q B_5 ¢ Inn GREEN AREA SEE S,C' a,� F "FIR it • •; V)) V/f SHEET ..2 AND ADDITIONAL DWOS. e9`TY -1_ END EXISTING PATH AT CONSTRUCTION PROTECT TREE WITH FENCING, 3' MIN OFFSET r HC _-9 y ; D �.� 0 - U o I o� S 77'08'07" E 'O (SHEET 9) ` o% B -7 �W i` tiOT��� CE.. �h FiRS 71 - ` i... '8 FIRS J FR CROSSING - -. a T� ,'i�X I, F /- FC STA 9+37.42,\, IN - i- SEE SHEET 10 FOR \ V -/ / -_ �c CONSTRUCTION LIMITS TYP "Oj. \� CROSSING .PLAN, TYP ~�Q / . ' U- �- 'ENO:[Xl,STING PATH I- }A _ -g n 2 M1 s'" k 2gy . HC -8 A7 CONSTRUCTION �� ' ```` S 8705'17 E ` HC -6 `` �' � I�e� y1y `s `�. � < LIMITS BOUNDARY �/iv 404 RELOCATE 2 FIRS TO '_- j C" �y�' / ��„ I / NEAR FC', STA. 10 +00 3 66. x �"� < ' T Ps ne,�o�ed FIRS Uj z FAIRWAY / 6." F i) z�� \ B(sHEEr 9) - z3 /- Z BITE PLAN B a N IN'O HC -5 / --�\ rt CROSSING #3 x w R ` l FC STA 7 +74.00 E (� (� - \ - -- FC STA 4 +75 TO FC STA 10 +25 SEE SHEET 10 FOR i- v w Q qTn� ; � RELOCATE IRRIGATION LINE; \ � o ,�� I- - SCALE 0 10 20 40 FEET � w - CROSSING PLAN, TYP SEE NOTE 9, SHEET 3 �_ II `� I I I I Q PROTECT �z o . ` �`\` PROTECT -BERM -AND TREES c 1" = 20'-D" TREES HC -7 i / 6 EXCEPT AS NOTED TYPICAL SECTION C TYPICAL SECTION C TYPICAL SECTION B TYPICAL SECTION A TYPICAL SECTION D NOTE o c� N - -- 1. FOR NOTES SEE SHEET 3. C0 00 o o o r,i B -8 TOH 76.4 f o B -7 TOH 73.4 2. DIMENSION SHOWN IS TO THE N + EXISTING GROUND m °m + + B. 4 TOH 71.0 + +. F - PROFILE AT � CHANNEL B -6 TOH 72.5 n. + PROFILE, GROUND CHANNEL F - _ APPROX. CENTER OF THE NEW 76 .: ... ¢ . ¢ ... ... ..... .... .. . .... .............. ........ ... . ............................... --. ....4 ........? - ---- ....... ---.. - -- - PROVISIONEAND ADDITIONAL ai. - - - - - -- .. .. ...... .. ... ......... .. 76 DRAWINGS. ..:... ....:. ... .v..�. ............ -. .- ...... :.......- - -.. ....... - .... -. .. .. ..... - -- - --- - -- - ---- - . ... U) f- .... .. .. .. .. ...... ...... ..... B 5 TOH 71.2�� _ I .. .. ...... ..... . b1 _ . .. ... ... ... .. ... ... .... . - -.... .... . -- .- .. . - aj I - - - .- � - S _ 2:4 . . . ... . . ... . ----- 72 . --- .. ......� FLOW -- --� ... - - -- ..... . - - - - -- . ....... - SITE PLAN LOCATION 72 ..... ............. g ° - e I M U.. h .:...- ...."' #�.... �- ` I N / . :_ a g.. " :...:..... ::...� ... ... .:.. -..... ..... i S- 0.4111:% - . -.. I 1 ... s s 0.6250% . . 68 ......... .��. - ..;... .. ... ................... . .....:... :: ..... 68 Q - - - -- - -- - - - - ... ... ..... ... _�- - - -- _ - - - - J -__ _ - - _ 64 .. .. ................. .. _ - ... .. .......... - �. .. .... - ---- ....... .. 64 _ �- - STREAMBED GRAVEL: -� 12" MfN[ DEPTH - - - .. .......... ....... ............... .... ......................... .. .. . B - - - -9 - - - - -- -- - -- --- - - - - -- o 12" THICK IMPERVIOUS - - LAYER; SEE SUPPLEMENTAL °p APPROVED' PROVISIONS. PROVIDE STREAMBED GRAVEL, o I- SEAL TO BOX CULVERT. 12" MIN DEPTH - EXCAVATION - -- w - o LIMITS, TYP. o BY D DATE -(-78 °o o ¢ M o PROBABLE SILTY WATER LEVEL >,) o^ o N �o�PO WA T�,Cy) U 00 0 _ 0, SOIL /GRANULAR °o OBSERVED oo °o + o �b M w N '"'x'� BOTTOM OF SOIL BOUNDARY DURING DRILLING �t 0 o ro o 1kc) a; Fe pN ' '•° u+i + Z w BORE HOLE TYP M +z0_0 w + ¢ + + OX w CITY' OF RENTON < � (/)- F- r, 1n .0 h Mm , of m v) of m rn Z m < N'd" o: m �° < ¢ tn_ CE m ¢ m m_ ~ rn zs�sz q DEPARTMENT OF PUBLIC WORKS v~i�x >.w: Z`�jw w 1 o�.w °. 'Po �4'C E9�ww 276 U U J w w x rn w Of >- .r. ISTER v o v a v v o° v a v C) C x'� Essloval E�Gl MAPLEWOOD CREEK FISH CHANNEL PROJECT w (-)j 0 L, > w SCALE 0 10 20 40' FEET w E c4r.0 CE w. > w - w c� o c) w I . � . I I I SITE 'PLAN B AND PROFILE EXPIRES 12-21-99:71 HORIZONTAL: 1" = 20' -0" A kRZ AS -B., -# 10"), Okw 11 -10 -qg DESIGNED: CMG. .DATE: 6/19/98 FILE NAME: SHEET04 SCALE 0 2 4 - 8 FEET CHANNEL PROFILE DRAWN: DWH V I Engineers and Scientists CHECKED: DEP SCALE: AS SHOWN FI0.0 BOOK: PAGE �wp-1'_.j26iR VERTICAL: 1.. =¢ -D ". TEL•le(425)624D00 Washington �, APPROVED:. SHEET: 4.. OF: 22 I FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE 4f3 =zz 6ya gt SCANNED MAR 3 0 2000 v 0 0 d x N x w a � r w , N rte. V LIMITS BOUNDARY- . CONSTRUCTION UMITI TYP rn h A x ' (7 �UO3 - m PROTECT TREE WITH FENCING, 3' MIN OFFSET r HC _-9 y ; D �.� 0 - U o I o� S 77'08'07" E 'O (SHEET 9) ` o% B -7 �W i` tiOT��� CE.. �h FiRS 71 - ` i... '8 FIRS J FR CROSSING - -. a T� ,'i�X I, F /- FC STA 9+37.42,\, IN - i- SEE SHEET 10 FOR \ V -/ / -_ �c CONSTRUCTION LIMITS TYP "Oj. \� CROSSING .PLAN, TYP ~�Q / . ' U- �- 'ENO:[Xl,STING PATH I- }A _ -g n 2 M1 s'" k 2gy . HC -8 A7 CONSTRUCTION �� ' ```` S 8705'17 E ` HC -6 `` �' � I�e� y1y `s `�. � < LIMITS BOUNDARY �/iv 404 RELOCATE 2 FIRS TO '_- j C" �y�' / ��„ I / NEAR FC', STA. 10 +00 3 66. x �"� < ' T Ps ne,�o�ed FIRS Uj z FAIRWAY / 6." F i) z�� \ B(sHEEr 9) - z3 /- Z BITE PLAN B a N IN'O HC -5 / --�\ rt CROSSING #3 x w R ` l FC STA 7 +74.00 E (� (� - \ - -- FC STA 4 +75 TO FC STA 10 +25 SEE SHEET 10 FOR i- v w Q qTn� ; � RELOCATE IRRIGATION LINE; \ � o ,�� I- - SCALE 0 10 20 40 FEET � w - CROSSING PLAN, TYP SEE NOTE 9, SHEET 3 �_ II `� I I I I Q PROTECT �z o . ` �`\` PROTECT -BERM -AND TREES c 1" = 20'-D" TREES HC -7 i / 6 EXCEPT AS NOTED TYPICAL SECTION C TYPICAL SECTION C TYPICAL SECTION B TYPICAL SECTION A TYPICAL SECTION D NOTE o c� N - -- 1. FOR NOTES SEE SHEET 3. C0 00 o o o r,i B -8 TOH 76.4 f o B -7 TOH 73.4 2. DIMENSION SHOWN IS TO THE N + EXISTING GROUND m °m + + B. 4 TOH 71.0 + +. F - PROFILE AT � CHANNEL B -6 TOH 72.5 n. + PROFILE, GROUND CHANNEL F - _ APPROX. CENTER OF THE NEW 76 .: ... ¢ . ¢ ... ... ..... .... .. . .... .............. ........ ... . ............................... --. ....4 ........? - ---- ....... ---.. - -- - PROVISIONEAND ADDITIONAL ai. - - - - - -- .. .. ...... .. ... ......... .. 76 DRAWINGS. ..:... ....:. ... .v..�. ............ -. .- ...... :.......- - -.. ....... - .... -. .. .. ..... - -- - --- - -- - ---- - . ... U) f- .... .. .. .. .. ...... ...... ..... B 5 TOH 71.2�� _ I .. .. ...... ..... . b1 _ . .. ... ... ... .. ... ... .... . - -.... .... . -- .- .. . - aj I - - - .- � - S _ 2:4 . . . ... . . ... . ----- 72 . --- .. ......� FLOW -- --� ... - - -- ..... . - - - - -- . ....... - SITE PLAN LOCATION 72 ..... ............. g ° - e I M U.. h .:...- ...."' #�.... �- ` I N / . :_ a g.. " :...:..... ::...� ... ... .:.. -..... ..... i S- 0.4111:% - . -.. I 1 ... s s 0.6250% . . 68 ......... .��. - ..;... .. ... ................... . .....:... :: ..... 68 Q - - - -- - -- - - - - ... ... ..... ... _�- - - -- _ - - - - J -__ _ - - _ 64 .. .. ................. .. _ - ... .. .......... - �. .. .... - ---- ....... .. 64 _ �- - STREAMBED GRAVEL: -� 12" MfN[ DEPTH - - - .. .......... ....... ............... .... ......................... .. .. . B - - - -9 - - - - -- -- - -- --- - - - - -- o 12" THICK IMPERVIOUS - - LAYER; SEE SUPPLEMENTAL °p APPROVED' PROVISIONS. PROVIDE STREAMBED GRAVEL, o I- SEAL TO BOX CULVERT. 12" MIN DEPTH - EXCAVATION - -- w - o LIMITS, TYP. o BY D DATE -(-78 °o o ¢ M o PROBABLE SILTY WATER LEVEL >,) o^ o N �o�PO WA T�,Cy) U 00 0 _ 0, SOIL /GRANULAR °o OBSERVED oo °o + o �b M w N '"'x'� BOTTOM OF SOIL BOUNDARY DURING DRILLING �t 0 o ro o 1kc) a; Fe pN ' '•° u+i + Z w BORE HOLE TYP M +z0_0 w + ¢ + + OX w CITY' OF RENTON < � (/)- F- r, 1n .0 h Mm , of m v) of m rn Z m < N'd" o: m �° < ¢ tn_ CE m ¢ m m_ ~ rn zs�sz q DEPARTMENT OF PUBLIC WORKS v~i�x >.w: Z`�jw w 1 o�.w °. 'Po �4'C E9�ww 276 U U J w w x rn w Of >- .r. ISTER v o v a v v o° v a v C) C x'� Essloval E�Gl MAPLEWOOD CREEK FISH CHANNEL PROJECT w (-)j 0 L, > w SCALE 0 10 20 40' FEET w E c4r.0 CE w. > w - w c� o c) w I . � . I I I SITE 'PLAN B AND PROFILE EXPIRES 12-21-99:71 HORIZONTAL: 1" = 20' -0" A kRZ AS -B., -# 10"), Okw 11 -10 -qg DESIGNED: CMG. .DATE: 6/19/98 FILE NAME: SHEET04 SCALE 0 2 4 - 8 FEET CHANNEL PROFILE DRAWN: DWH V I Engineers and Scientists CHECKED: DEP SCALE: AS SHOWN FI0.0 BOOK: PAGE �wp-1'_.j26iR VERTICAL: 1.. =¢ -D ". TEL•le(425)624D00 Washington �, APPROVED:. SHEET: 4.. OF: 22 I FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE 4f3 =zz 6ya gt SCANNED MAR 3 0 2000 v 0 0 d x N x w a � r w , N rte. V N 00 O O M O a CHANNEL HORIZONTAL CURVE DATA CURVL RADIUS (ft) LENGTH (ft) DELTA PI NORTHING PI EASTING HC -10 60'-0" 97.55 93'09'1.4" 175380.26 1311219.72 HC 11 100'-0" 22.61 12'57'21" 175514.44 1311242.68 HC -12 100 -0" 115.37 66'06'10" 175616.44 1311285.28 H -13' 65'-0" 81.86 72.05.33" 1 175618.85 1311397.62 CONSTRUCTION LIMITS, TYP w � I ,C11HEMICAL `O IA 9P S IATtON-1 E, E-C. POMF1 I \ n I� 11 T.O. ASPHALT r = EL. 80.73 / .0. ASP I \\ HC .i 16 � ant j (REMOVE EXIST. METAL: POLES AND NETTING \ / \ \\CONCRETE UTI • TY OVERTOPPING ,.•AS REQ'D DURING CONSTRUCTION—_ -.c-A -rte '4r! r ° /PS Removrd SLAB, SEE DETAs2, SHEET 7 Rem WINSWAtlz all __ __ \_�� r '\ \ _ /' i A \ \ �G� J' Fli \ REALIGN AND RESTORE ASPH'.LT `:CART PATH FOR, ,O SHEET 14 FOR CROSSING 'NEW CROSSING OVER E ING SS PIP 00 \• REGRADE EXIST\� G MOUND L % TO MATCH SURROUNDING TOPO TYP. BOTfWI4 SIDES S RELOCATE IRRIGATION LINE, SEE NOTE 9, SHEET 3, TYP ' y° � _ x ! ----- 6 TREES Sp / �� \ BE RELOC p 5 T G 3s 12 ; A BY OTHERS 1 / PROTECT SAND TRA » 1 \ sPLITTER ST I]\ \ HC�13 SEE SHEETS 8 POR�G ING P\ LAN \. ' / �i,. y r Q �,� CqC� u ' / /!, i //� %/ S EE,SHEET 14 FbR STR Tff —• \GTG�i�`' ' /_. rP�: \\ �i, 12TJ�, GREEN J '`' ��; i ✓ . / /', -� �r����'1 ---- 2001 QF �fUAFORARY FACE ALO --� + 'i + �� Fl 6 \ l `� r% ''✓ TURBED',ARE "MIT AT 12TH < CREEN TEMPORARY ' SHALL BE MIN`'._ 3'�. 1XISTING ASPHALT , ��g 111 HIGH, VIA' i. E'S1?E OF 1' OR LLSS- DROP GOLF CART PATH SITL\\\PLANC �?� �•\ i� 1i I LOCATE€AiN FR0,5S ED'.OF 6Rc- o ` �\ I STRUCTURE, TYP. FC STA. 10 +2$' TO FC STA. 14 +01 \ •/ - ' l G°E° S€E D SCALE 0 10 \b 40 FE 3T AB94K)Nft6-B. .'SHEET g) Smq!lTreaaP /Doted ��EDGF�$ if WAY CONSTRUCTION\LIMITS, TYP`. e, EXCEPT AS NOTED, �,• }\`: E / `�_ Cj s,. HC -10 GRADE LOG TYP. 3 wI ^•DIRT~ PLCS.; SEE SHEET 11 z_ J TYPICAL SECTION D LOG .DROP STRUCTURES, SEE SHEET 11(5% SLOPE 0 LOG CREST) TYPICAL SECTION D 'n O 7 DROPS 0 1'-0" = 7' -0" I o O o ,ri ,/� C6em:ea/ L'onduli hr9h-1hu M + Shown L Amp Added I NEW TOP OF BANK °9 n N r�i SEE TYP. SECT D, w U Fa- SHEET 9 0 _.. _:...NEW TOP OF BANK WITH v _ _ _ _ a� n 88 :... ......... ..... ... .... .. - ---- -.,_ ....... ... ---- ... _ ..... -.. _ ...' - -' - -------------- lo 88 CHEMICAL.CONDUJI. WATER..LEVELJN.. B 10 TOH. 88 2. -, - -- - REGRAOED MOUND : TOP OF CONC = MONITORING: WELL - EL 81:36 ...... .. OBSERVED ON., . - e._ FEB 1.3 .1.998:... x h # EXISTING GROUND - ....... m m . '.,.� .. FLOW - - :.. - _ . - ....... ...........:. PROFILE, � CHANNEL B 9.TOH81,4� ..:..d � 0.2100 b ... ..._ ........ ......_ : 84 .. ... ............ ...... ... ...... .................. - .._ r... .. ._.. -...... .. s. 9 NEW. TOP. OF.BANK. m, ° SEETYP':.SECT: D. __.L00 DROPSTRl1GTURES.TYP: -- - -- ........... ........ _.... SHEET 9 ............. .:.. 7. PLCS•; SEE SHEET 11 .... -... - ° - -- ... _ - - - - - - - - - =- - - SPLITkR .... - - ...... . _ - vI. ° _ //- - - - - - STRUCTURE• . I " -SEE "SHEET 14 I so h I ^ / - - - i 80 � � ' I � h ° � Q ..._ ice.. .... n ; i 15 "g DI o N h ... ......'.......# r' .. f -SEWER Z r �..N. o ^ ik tF t h I T eY 76 ..... ._....... M ........ ... .... ........... #. .... . _ ....... .._rq. ... _ ...... - - - - - .... ._...... _t-lien 3' Oeefrr 1 :: .... . n u / - - 76 .. : ^ / g S 2:4963 %.... .... : L - Q la WATER LEVE - -- 'BOTTOM OF .............:....................:........ ............_.................. _.................. .............................................---.. ............................... ......... ........ ... - 72 _ _._.. .._.. ........:........ .. ... _...PBRLN. Dg!LlrINO......---- -----._.....-- - -------------------------------------- =------------------ - ...... .........- - -- - -- -- .............. 72 :BO RE HOLE .TYP -���I� � w ... ..:......... :.... ... ...: .. . .. ... — — .. -.... -:.. ....- .. .... EET . -. .. .�..— .... -. ..... ... - .. . ..... ... .. . .. -.. ... ... -. -. ..... - - .... 68 ............. .. ......... ...... .. ....... ...... .... .:. .. ....... ........ ..... ..... .... _ ... _ ... ... .... ..... _ ... .._ _ ...... M 4. d+-1 68 ..... :. ..... ..... _ .... _ ...... _ ..... .: _ DETAIL PROBABLE'SILTY _ rn I.. O SOIL /GRANULAR - }' o w ,�- d= ... STP.EAMBED GRAVEL ... :. SOIL BOUNDARY — m... a m 12 MIN DEPTH .. w ... - -- ... - - -� o - ....... .................... . ....... .... ....... ........ ...... ...... ................................ .. ...._... - ......- ...... - - -- - / 64 .. ..! ....... . ..�.... .. - -. - _........... _ ............... _ - - -- -----_ ------------------ -............... .. 64 W of Lu O O O O O O O O_ O O ~,� M a) M O U O . U O + + + i', U X rn +. + + 0 `0 + w N + O w �y A, O �r1 .-- m " O - -m - m , I O � . N O� J.N U Q N U O I� / / \ _ co cn J Q Q U x >-^ N J ; W ,~ o a CHANNEL PROFILE Engineers U ^ F- ^ F- F- O W F- en o :rn rn N �! 0 > w rn ro O ~ w en ro ) and Scientists SfiV 7 Z� U w w FAX: (425) P /- u U w 1 0 U O U O U O U O U U O U O U O = O �U. O U� 'U U U O Bellevue, Washington w c� �- '�- F- w �+- F- �+- C-�0 U w w F- w w U w w w F- U TEL 425 602 4000 602- 4020 ' NO. REVISION NOTE: 1. SEE SHEET 3 FOR NOTES j�yU}cn L,ne and e %c w /mss re %ce red fh— S'pli&' sfrvc SCALE 0 10 20 40 FEET Iii I I HORIZONTAL: 1" = 20' -0" SCALE 0 2 4 8 FEET VERTICAL: 1" = 4' -0" SITE PLAN LOCATION I A B APPROVED BYP DATE 7 -6 -98 /d /jT /,D - 226{!6 f- SCANNED MAR 3 02000 v 0 d n w � � x O x w z � rZ ro N 0 ti d DJ rn 0 Co M O E O 0 \ / i U) BA � LINE�.S v a w =. v / / v~i y_H /T OLE I U S 7+50 TOM� MANHOLE E 13116.6 N 17766.6 79 v X93.4 E 1311393.4 — c6 _V \o t N \ i RESTORE ASPHALT ALONG CHANNEL Wj SEE TYPICAL SECTION F -F, SHEET 9 O Z � > v o w ^ �/l APPROX EDGE r--w ^ r. PSPH- rLiitB PI /' n ,% �.. OF .EXIST F \ \ M \ ASPHALT F`D� I ` \ j ,o 'I v f o ,L w/ / 0 145 / �U /\•e` LADDER, SEE SHEETS 15 & 16 DO NOT DISTURB BU'!ED PVC LINER NEW ASPHALT PAVEMENT, 3" THICK ra L MC I I a i I , I I Q. Sun:�o/y .Sewer MH ]uf%ed Loeo�bn. I ' - -a9 /'2 Sec Recod Dr my i°r Rte1 I I T -, -_ -� ii I 3. Loq used !ns%od 0{ Rocks. \. \` LLJ '12 z j i \�Y \ \� APPROX. EXIST CHANNEL i i , p \\ �( PLACE TOE ROCK AS SHOWN n MAINTAIN 1' MIN DISTANCE SET E TOE OF E P \\ �� FROM UT TO E OF i DIME NS SHOWN ON LAN; SEE TYPICAL SECTION G -G, SHT 9 '- 1 \ SEE FISH LADDER f' FT EXIST PAVEMENT P Z. DO NO TURB LEFT BANK OF PLACE D.I. CASING \ \�\ GRADING PLAN, SHEET 8 I n CREEK, SEE TYPICAL SECTION F -F PIPE 20 "0, 26 LF' r �\ IE WEST 97.0 ��\\ \\. IE EAST 97.1 \ SEE. SPLITTER STRUCTURE (. i SEE NOTE 2: �y \ \ \\ \,� -- \ \ GRADING PLAN, SHEET 8 1 I•\ SITE PLAN (, PROTECT EXIST IRRIGATION \A- � � CONSTRUCTION LIMITS, TYP � PIPE. LOCATION SHOWN APPROXIMATE.; MINIMIZE IMPACTS TO PRIVATE �`� MC STA 6 +50 TO MC STA 10 +00 PROPERTY, AND FULLY RESTORE \\ ' �'. \'\ - -� SCALE 0 '10 20 40 FEET \ ����_ —� PROTECT EXIST 6" IRR_ IG PIPE DURING CONST, EXIST PIPE IS 1" = 20' -0" \ SUSPENDED UNDER BRIDGE EXCEPT AS NOTED ...................................................................................................................................................................... .............. .........---- ------ ------------ ----- --- -- .....- .............. ...:.......... ............................. .: = .... .:............................. ............. ............................. ........ -- ------------ - - _ _ _ SPLFTER STRUCTURE : TYPIGA SECTION E .......TYPTCAI SECTION" F" --- " " - - - -- --- -- - - - -- - - -- ----------------- ------- ------ _ - ..... "- - TISH [ADDER' I7FALLISTRUCTURE L :........ ....... GR ?,DING.PLAN,:SEE:SHEET-8......- _ _ ... -. ...... . -. ... - -- ....... ....... . - - - -- --- - _ ----- - -- - -- - - --_- -... .... °0 N °' - fE GRADING PLAN NOTES �'- ..._.. -.... + h .... -.. ..- _ of SEE ET 8 _ _ 1. FOR NOTES SEE SHEET 3. _ - w - - 1¢- - H¢- - - - - - - - - - - - - - - _ - - - - - - - - ----- -------- 2. DUCTILE IRON PIPE IS FOR FUTURE ...... t08 ........ ...... ............................... xl - -------. ..---� ..._. .................. .. ut ........ ... ... rn ..-- -...-- -.. ......... ---------------- .. ...... ....... .. _ .. - _ --- ----------------------------- - -- ----- - ..-- ... ................. ..... "': ' : : -- - - _ -- -- - - CONNECTION OF 10" LINE TO EXIST. - rn SHE i ..... i... wI -. - - ...... ..... .. _ ... ... - - -.. ....- -- - - -.._ ... .. _ . -- - -- -- - - - -- - - -- - -- - - -- _ .. - .. .... _. ij o 1. SS MANHOLE. CONTRACTOR TO ...................:.... . .... ' . - twit ... :.. - . - ... _ .. - ... .. .. EXISTING. CONCRETE BRIDGE _ _ - _ . .. _ . _ EXISTING TOP OF RIGHT_ BANK : - - MANHOLE .� .2 _ _ �. .. -. ......:.... .. .. .. -... ..... ... .. - - - -- -- - - --- - -- -- -- ... - ' ,. - _ VERIFY MAN INVERT PIPE (LOOKING DOWNSTREAM) - . - ALIGNMENT WITN CITY. BRICK AND - EXISTING C .INVERT, _ TIOHTASEALCPRIO END BACKFILR. 104 ! - ................................. ................. .. ........ ........ ... .. .. ..... .- - -- -------- -- ----- .. ------------__------ r ........... :........... W m .. ...: ..... -. -. ... II .O: - .....- .. -... .. .. .....- .... -.. -. ...- - -..... .. -- - - - ° - -rL -- zl mn: ;PAAPLEWOOD 'CREEK ... ..- --- _ - .d { ail t00..........: ... :...... (� ur .. .. ...... .. ... ... .... ....- - ---- *; -- - h ----------------- -_�- ---- .... :100 - SITE PLAN LOCATION aj ... En ... 96 ........... ... L......'. ........ .................................... .......... .. ... .. ... .. .. ................... ..J-- / .._ ....... -------------------------------------------------- l --- --- X &m226406 a N EXISTING TIMBER BRI GE — DO NOT DISTURB a w P .. ... .. G PIPE :EXISTING PIPES SPANNING M wo . L w :BELOW BRIDGE DE.CK.:. EIEV & ......: .. - .. #..:.. SEE NOTE ^z!N 6" WATER LINE UND�R a & LOCATION :APPROX. _ _�: w _- BRIDGE DECK (TYPE AND CONTENTS UNKNOWN) oo Q ................... o q s2 ...... ....... ......... ... .............. ............... " ........... _..._ .. - _... 9g .........0 N J �'`� F g _... .. ... ...r— _ ow 0 _ _ o .... :CREST EL 88.0 I .. - - o - ° D_ APPROVED P c� 88..... .. . ... . I ....... Y .. .... ................... ............................. - - ... - -- ......... . . . .. --- - : $$ _ ° _ STREAMBED. GRAVEL A 12" MIN: THICKNESS : # BYPR DATE ?-G -98 ....... POST w. -�: I ...... .... ....... .- .... .... - ... - -- - ..... .... .. WASgr��. ......... -. .... ..I. .... -- -- -- .... --- - -- -- -- - W ......... .....:...................:..... ...............................:...... .............�................. ............... ............... ............... ............... ............... .---....... ............... ............-----........... .------------ I .............................. ------- -------- ----- .... .. 4 ... ... ... ..... .. . -.- ...... . -. ..... ...... .. .. .. -. ..... - - -.. .- .... .. -- -- -....- .. CITY OF RENTON 15 "0 DI SEWER A w.,. . : -- - .. -- ... - -. -... ....- - - - - - - -- - -- p oF�,n,EGts7'r;RE9`$4``/4 DEPARTMENT OF PUBLIC WORKS ..... - .... .... .. sslDU E PROJECT .... - w� .... ..... ....... _ so .... ......... ..... . ... ......... -- -- - -- o A SITE N D D PROFILE PLEWOOD CREEK FISH CHANNEL PR ............. $ S( PLAN AN OFIL rn SCALE 0 10 20 40 FEET f 12-2i-99 N 0 o o O O O O �� Y 00 rn Q Af- iiyJ 9BY HORIZONTAL: 1 DATE: 7/1/98 FLE NAME: SHEETO6 a of w ¢ SCALE 0 2 4 8 FEET a DRAWN: DWH I- I- to PROFILE H Engineers and .Scientists SCALE: AS SHOWN H— BOOK: PAGE: (n in 27 216iF U U a U CHANNEL U I I U TEL CHECKED: DEP Bellevue, Washington (425) 602. -4000 SHEET: 6 OF: 22 � .ern¢ ' � � � VERTICAL: i °. =.4'_0 °. APPROVED: �' FAX: (425)602 -4020 N0.' REVISION BY APPR. DATE - -2.211 SCANNED MA3 3 U Lli r 0 C) n 1� 9 a � � w W z r N ro �% 0 n N N R Cl d r!1 00 0) O N] O O E O C O N Ndr NE TP G7 -'oQlAfErmTLIT LOWER FISH CHANNEL SEE SHEET 3 CROSSING #1 BOX CULVERT SEE SHEET 10 Lowered U lerChne/ EXISTING GROUND 1 UGW1 WATER LINE -T-9- 3E 9 MODIFY PATH TO CENTER � �� - -��_ ^^^� ON BOX CULVERT. PLACE \ Appj� 6" OF CRUSHED GRAVEL \O S00� SURFACING ` . ��� � C0ND4 TO BE REPLACED W/ 2 -4 "0 & t 2 -6 "0 CONDUITS BY POWER UTILITY i C0ND3 START OF NEW C0ND2 �\�� ,^��� �� \��\ CONSTRUCTION, I \ ®o STA 0 +09.32 C0ND1, CONTRACTOR TO PROVIDE EXCAVATION ®o AND. PIPE BEDDING FOR. NEW VAULTS- AND CONDUIT EXISTING WSDOT BOX �` \ �� ��� PROVIDED BY CABLE UTILITY. SEE ADDITIONAL CULVERT WINGWALL ° DRAWINGS AND COORDINATE CONSTRUCTION STRUCTURE �' / � � � \� i, WITH CABLE UTILITY AND CITY STA 0 +00 (¢ EXISTING �`� � \ �r EXISTING PATH CULVERT 0 HEADWALL) SEE SHT 3 �4 ROCK WALL FROM BOTTOM OF CHANNEL in C \ TO GROUND SURFACE.1 SIMILAR TO TYPICAL SECTION A -A SHEET 9, TYP BOTH SIDES EXISTING WSDOT 6'X4' EXISTING FENCE; REMOVE FOR CONSTRUCTION BOX' CULVERT \,\ �; i \ \ \\ AS NECESSARY AND RESTORE EXISTING NET FENCE POLE TYP EA SIDE EXCAVATE AREA BETWEEN WING WALLS. USE CARE TO Sly 769 \ NOT DAMAGE CONCRETE \ STRUCTURES REMOVE EXIST. ECOLOGY BLOCKS AND THOROUGHLY THE DETAIL 1 - UTILITY CROSSING THEAEXIST. BOXLCULVERT OF AND TRANSITION DETAILS AT SR 169 AND FISH LADDER TO THE CEDAR RIVER. (REF. SHEET 3) NOTE: SEE UTILITY LOCATE INFORMATION TABLE AND ADDITIONAL DRAWINGS. 0 5 10 20 SCALE IN FEET As- lJU;lt Motes /. 4" A. 6 /os C.,v 'Pipe io un'7 U-5• Wesl p/IOne b, le in /F. U5' W1 f/7r Mu/ Cmn /rocior remevad. The 4" p'pe 10mba61Y ex'fends a /oyhi'7 Side 2. SeeR heafen of 16 "W,.fer l:oe 1444 46 ct fer I V -6' F p�pU (�C)cl 4" THICK CONCRETE OVERTOPPING SLAB WITH 6 X 6 / W 1.4 X W 1.4 WELDED WIRE MESH 0 CENTER OF SLAB. SLAB SHALL EXTEND 5' -0" (EACH SIDE) OUT FROM AND PERPENDICULAR TO CHANNEL _6" 1 I � O O WO J _I pU3 i a I d a a 9 p I N g N n tV t0) .0 O ao +� +i Q (n ~ C7 OI. N IZ N J �^ H W W �'W j W�'�U' OIW U' O 0' w a � Cc ' 0 u-e �w a DETAL 2 - UTILITY OVERTOPPING SLAB (REF. SHEET 5) NOTE SEE SHEET 5 FOR APPROXIMATE LOCATIONS OF PIPES. 0 5 10 SCALE IN FEET q0'4If4fp UTILITY LOCATE INFORMATION POINT I UTILITY : DESCRIPTION .NORTHING- EASTING+ T.O. PIPE EL. Cl I CONDI T.V. 2 "O WHITE PVC 175417.66 1310232.70 68.59 C2 C0ND2 PHONE, 3 "0 WHITE PVC 175424.68 1310240.58 67.32 C3 C3 C0ND3 PH TAN &1 1/2 "0 BLACK 175425.02 1310240.86 67.34 C4 C0ND4 POWER, 4-"0 GRAY PVC 175427.59 1310241.90 67.13 U1 UGWi 116"0 TER MAIN 175435.48 1310243.89 66.69 U2 UGW2 12 "0 PIPE, SOUTH 175563.66 1311241.38 79.89 U3 UGW3 16 "0 'PIPE, NORTH 175571.33 131125583 80.64 U4 UGW4' 16"0 PIPE, MIDDLE. 175567.30 1311248.72 79.95 CHI CHEM1 CONC ENCASED CHEM CONDUITS 1 175552.12 1311240.15 81.36 NOTE: -THE COORDINATES FOR THE UTILITY LOCATIONS ARE APPROXIMATE AND ARE ONLY INTENDED TO HELP THE CONTRACTOR LOCATE THE POSITION OF THE CONDUITS. BEARINGS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. CALL 48 HOURS BEFORE YOU DIG: 1 -800- 424 -5555 POST WASxr 25)92 4 �OF ISTEl �SSIONAL ECG` E PIRES 12.- 21 -99. - N, jheI7Y,.n Shawn APPROVED' BY D DATE 7-6-?& 4f3� 6 f 07 SCANNED MAR 3 0 2000 , , r. 0 °o d xAl y N x a 1 z N y' I G N SHEET 6 FOR CONTINUATION - 7 UPON COMPLETION OF FISH LADDER CONSTRUCTION,�I REMOVE UPSTREAM PLUG AND ENSURE THAT CONCRETE II I!, /� I- �_- ?U- /'�L'' G STRUCTURE TO PIPE INTERFACE IS GROUND SMOOTH. I / EXIST 42" PRECAST - 'J I J/ EXIST PVC LINER AND CONCRETE PIPE I ANCHOR TRENCH; APPROX. EL. 113.17 (TOP) & 111.17 (BOT. OF ANCHOR �l I I I F / / TRENCH) �/ PERFORATED DRAIN / RESTORE CRUSHED `j i �� / J • ��%� 1-- ` -- PIPE; SEE SHT 1 jll �Q i' / 7• / \f� GRAVEL SURFACING � Sec. , j IiI A, ! 0 - REMOVE DOWNSTREAM PLUG `- FROM END OF�CONCRETE �- PIPE PRIOR TO 04CASELENT IN CAST -IN -PLACE CONCRETE I , ` j WALL; I.E. 10765 1 _ p,,.,,�_,`�. �T p ROCK WALL i 114 EL -1762 REF 17-L STRUCTURE BENCH El- 111.3. "' C _� I ZL IEL. 107.16 EA! 102.0 1'1: SIDE REF, j 'I S5. M14 �� �� PLACE TOE ROCK /p pg CONSTRUCTION / / 11 — — - CONTRACTOR TO BEI J j , \� I(� �<v� �j AS SHOWN `�� i.AWAVL 0l� EXIS71NG N � TJMITS TYP. / / O o II 1 . 1N IRRIGATION ION RIPE I IIN C�f OSE'TPROXrMIT1t ITO SPILLWAY TL�T 1 I ISTRUCTUREi APRtX 1 (L. 167.0; /'RESTORE ,I o j RIPE IF DAMAI;EQ.�. SEE SHEET 5 FOR /� / �� I �O O.. gO 'I rI I UNDER THIS CONTRACT PROTECT TREE T / _ 106.5 O CONTINUATION / 1 �y T T.O. ROCK WALL FOR FISH LADDER STRUCTURE SEE L 1070 �n O SHEETS 15 & 16 TOP EL. 100.7 MH RI�R PO EXI�Ti'j %, 100.5 PAVE WITH 3" ASPHALT; N \ FpxP k >d erA / Y SEE SHEET 6 1 1 x>, TERMINATE & RELOCATE \ / S•� �� v —� '1! ;� I; I i ; / I d I ,, ! RIPRAP TO t FENCE: PER SPECIAL I \ j I / / l H.D. GALV HANDRAIL 3' -6" PROVISIONS & SHEET 5 J / 11 /� I J'' ABOVE GROUND SURF EL. 105.0 TYP -� �- \\\\\\,\{`,\ �� \ SIMILAR TO STD AIL SHEET 18; TS TO BE SET IN 6- 1' DEEP CONC. r�'„ �I o ' `� I, STEEL CASING PIPE ROCK WALL TRANSITIONS TO T,O. ROCK WALL uJF / /, %/ t\ ;° I 2. 1.. o, i I !,', i E WEST 97x0 BE SIMILAR TO - BOX - CULVERT EL. 91:5 TYP / ! �� I �\ H - �- II\ , I \ I I .� .z % I I 1 `,i IE EAST 97.1 j I TYP TRANSITION 3 PLCS; I 3 PLCS PROTECT POWER POLE 7pN SEE SECT G -G SHEET 10 TOE ROCKS t O /// ' I AND GUY WIRE 2' THICK LAYER\ �1 i TYP OF RIPRAP TYP LIMIT OF CRUSHED 2' THI AVER ' ROCKS i TOE TYP. rn .GRADE LOG 9 I `GRAVEL SURFACING TYP. OF I P TYP,. O� % I A neree Sp'y +/ f'2?ear` o:e�:.rF - -�� I ' �`� Il i'1 O X stOR �/ i See cn9:neels Cfiinge Note aYf I ' 1 1 11'` I1 '' STREAMBED MAINTAIN 1' MIN GRAVEL, TYP. _ 186 FROM CUT TO EDGE 2" �cnerete C6, cdold :n Spd /way I j Ch I o b n m e x o x n N _ I 86 ' 2 1 % j I !1 I I Sce nyin eei a f 'o !. 1 eD IMy4t�e j I �I 1�.. EDGE OF ASPHALT TYP. `, ^` � �F► 8 5 rn 1 1 I i , \ SCALE MBMD GRAVEL, LI APPROX EXIST CHANNEL I SEE SHEET 6 FOR CONTINUATION / OE I I I 86 68 FISH LADDER GRADING PLAN b / SEE SHEET 14 i FOR SPUTTER NOTES. 90 (� $O '' -.,\/ STRUCTURE �_��� F.. ` / i CON ELEV OF / 408 1. CONTRACTOR. RESPONSIBLE FOR REMOVING ANY MATERIAL THAT a. 91.5 ` .� / co 90 %' EXIST PROTECT/ FALLS INTO SEDIMENTATION BASIN: �� - °O ' � q� .boo / t FROM D MA 2. CONTRACTOR TO RESTORE SEDIMENTATION BASIN TO PRE CONSTRUCTION I 1,t' / LEGEND. CONDITION, INCLUDING VEGETATION,. —�9`� \, / OD SPLYT ER STR,UC E �y� 108 NEW CONTOURS //\ OV,,ERFLOW WEIR 4�0' G \�` \� / oD i / SCALE 0 5 10 20 FEET r'1 106.5 SPOT ELEVATIONS] to . i - -� i 0 \\ ` o 0� r \ ,.\. \/ CONSTRUCTION 1,,._ 10; I �j �\ • Rz / `, LIMITS TYP. PO`v'1' EXCEPT AS NOTED N c � �� � TOE ROCKS FQ�. wnsR , _ 2' THICK AYER OF RIPRAP \; O �. � � •. \ ,/ DOWNSTRI�AM OF OVERFLOW \ \� /\ \� t � 00 q ' � a / Z CHANNEL DOWNSTREAM \ J, i O / WEIR WI IN LIMITS RIPRAP . SHOWN, \� t5`, nlY'�.. CITY of RENTON OF SPUTTER STRUCTURE \ : / 7XJ TO BE PER TYPICAL Y o / SCALE IMITS /t \) / \ „�^ : 0-1 �,� zs»z 4 : DEPARTMENT' OF '. PUBLIC WORKS `o SECTION D -D SHEET 9 i \ `\ t\ \ \,'" STREAMBED GRAVEL 6s CISiS G`�4 SroNAL E? MAPLEWOOD CREEK FISH CHANNEL PROJECT PLACE'.APPROX (12) s'. LG !' 'J ;'\ >/ t - xP�R 12-21-99 : SPUTTER' STRUCTURE. AND PRECAST CONCRETE CU 1 /' /, STRE MBED 16AVEL TYP. \i' \� \ APPROVED : E,. Es FISH ..LADDER GRADING 'PLANS UNITS AS SHOWN, ANCHOR I "� /\ 3 \ 1 I r i CG �J i / I / �/ \%' \ \ f � A /� AS- 5 —'h':. PPY, OwC 1'- /a _99 DESIGNED:, DEP /WMD DATE: 7/1/98 FILE NAME: SHEET08 o PER SECT E -E SHEET. 10 QD i f J / 4 DRAWN. WMD I I i / / l / r / i �F \ BY DATE 6-98 Engineers ` . : Bellevue, aWashinScientists ton CHECKED: DEP 1 3W�o- Z- ?ItSf( SPUTTER - _ SCALE: AS SHOWN. FlEID. BOOK PAGE ER STRUCTURE GRADING PLAN TEL- (425) 602 4000 __. _ oikec.aw aF Poa« ORKS � !. PAX (425) 602-4020 NO. ntvIS10N BY h PR.'S DATE ! APFrcuvED: SHEET:. 8 OF: 22 1413, /D - 22696c' SCANNED WAR 3 0 2000 I 6k e ri0 'h ;,,z 4.0' V 2.0' 2.0' 4.0' REQ'D 4.0' FOR ROCK WALL - < PLACEMFNT TYP EXISTING GROUND MINIMIZE DISTURBED SEE PLAN FOR TOP AREA, RESTORE PER PLAN OF BANK TREATMENT, SEE PROFILE SHEET FOR HYDROSEED, SOD OR TOE ROCK UNDISTURBED GROUND AS REQ'D TO MATCH 2.0' 20' AS REO'D TO MATCH CUT OR FILL DEPTH PLACE 3 MAN ROCK GRAVEL TYP EXISTING GROUND : s EXISTING GROUND EDGE OF ROUND INTERSECTION SET BOTTOM ON SEE PLAN FOR TOP BETWEEN SLOPES ROCK AT EXISTING GRADE OF BANK TREATMENT, TOE OF - - - - -- HYDROSEED, SOD OR -- - - -- -- -- - -- - ----------------------- ------ - 5 SLOPE - - - -- --- - - - - -- _ GRAVEL TYP ..L .1IF I.E. - - - - - -- --------- - - - - -- - 1 1-11- 1 �v - - - -- - - -- -- - -- -- - -- - - --- VARIES, - -- - - -- - - -- - - -- 2 -- - -- -- --------------- . ROCK WALL �\ / VIII o 00 1 1 °o.p_ / ,` 2 - SEE �l - 3 -MAN ROCKS TYP. it -III =1 I.E. ( o �I' j /fi li VARY DIAMETER OF 00 6 VARIES, g I Oo .✓ -�1 PROFILE ryry 1j UNDISTURBED GROUND, FILL SECTION - °o ° o° I COMPACTED GRANULAR �€ k CIE- ROCK TO MATCH SEE o J6. �I� UNDISTURBED GROUND, CUT SECTION EXISTING GROUND GROUND po PROFILE °00 BACKFILL ,I .0 2 ' 2 COMPACTED GRANULAR ASCPOSSB ES TYP. BACKFILL , 3 _ I 2 TYP EXCAVATE AS STEEPLY / - - i - ROCKERY BACKFILL, TYP. LIMIT OF EXCAVATION � Oo 00 / AS POSSIBLE, ABOVE 1 \� � ° r rtir \ \ �° ICON SRVC770N GeOTEx77La ..�r� '� h I GRAVEL BREAK POINT, TYP. 4 ° I 22' 22' 48' j 6" (REF 1.0' MIN STREAMBED GRAVEL, I I LIMIT OF EXCAVATION 12" MIN. DEPTH � CHANNEL, !e CHANNEL CHANNEL, 3.0 - SYMMETRICAL SYMMETRICAL PAY LIMITS TYPICAL TOE ROCK DETAIL STREAMBED GRAVEL, 12" MIN. DEPTH TYPICAL SECTION D - D SECTION G - G TYPICAL SECTION A A FC STA 9 +46.00 TO FC STA 14+00.23 SEE PLANS FOR LOCATIONS FC STA 0 +09.35 TO FC STA 1 +96:65 ROUND INTERSECTION SEE PLAN FOR TOP OF BANK TREATMENT, BETWEEN CUT SLOPE HYDROSEED, SOD OR GRAVEL TYP FC STA 7 +80.00 TO FC STA 9 +34:00 ROUND INTERSECTION AT TOP OF CUT SLOPE MATCH EXISTING GROUND SEE PLAN FOR TOP GRANULAR BACKFILL FOR SLOPES 2H :1V OF BANK,TREATMENT, SEE PLAN FOR TOP AS REQ'D TO 3.0' 2.0' 2.0� 2.0' 2.0'' 3.0' AS REQ'D TO HYDROSEED, SOD OR VARIES AS REQ'D k OF BANK TREATMENT, 2' THICK RIPRAP FOR SLOPES LESS THAN 2H:1V EXISTING GROUND #* : ,. HYDROSEED, SOD OR EXISTING GROUND GRAVEL TYP SEE PLAN TO MATCH EXISTING GROUND ' EXISTING GROUND GRAVEL TYP SEE PLAN SEE PLAN ------------------ -------------------------------- ----- - -- - -- - - --- -- - - - - -- ---- - - - - -- III 2 I.E. 2 ICI UNDISTURBED GROUND I I 1� -- I € ` VARIES - ` VARIES, �II� EXCAVATE AS STEEPLY I� o < r III- I 1� ' �/- r LE I UNDISTURBED GROUND a lI /�� �•`` L SEE �� AS POSSIBLE, ABOVE VARIES, l ¢ z T 2 PROFLE -k�. N z 1 20 �1 \ GRAVEL BREAK POINT, TYP. SEE Y in i COMPACTED GRANULAR BACKFILL d < a I2 PROFS c� cf 0D 1 2 COMPACTED GRANULAR 1 EXCAVATE AS STEEPLY STREAMBED GRAVEL, BACKFILL LIMIT OF EXCAVATION o o. AS SAFELY POSSIBLE, TYP v 1 12" MIN. DEPTH - - 0 O 0 a �� o° o .� I CONSTRUCTION GEOTEXTILE LIMIT OF EXCAVATION 0 \ o ROCKERY BACKFILL O. 6 1' THICK ° 3 MAN ROCKSyz �r ?r °0 1 ROCKERY BACKFILL SEE TYPICAL SECTION A -A ���� STREAMBED GRAVEL, CHANNEL CHANNEL // ! 1' THICK 2.5' 2.5' 5.5' 12" MIN. DEPTH SYMMETRICAL 3 MAN ROCKS *s CHANNEL, CyJNSTRUCTiOH GFPTExTI[E SEE TYPICAL SECTION A -A SYMMETRICAL *a BENCH WIDTH VARIES TO SECTION H - H 0' AT TRANSITIONS, SEE PLAN TYPICAL SECTION B - B TYPICAL SECTION. E - E TYPICAL TRANSITION SECTION FC STA 2 +08.65 TO FC STA 3 +.00 MC STA 6+68 TO MC STA 7 +02 - FC STA 5 +60.00 TO FC STA 7 +6868.00 ' &W21264019 APPLICABLE TO VIC STATIONS ROUND INTERSECTION. BETWEEN CUT SLOPE SEE PLAN FOR TOP MC OF BANK FOR OP SEE PLAN FOR I SEE PLAN FOR DIMENSION . AS REQ'D TO 3.0' 2.0' 2.0''. 2.0' 2:0' 3.0'. BOTTOM DIMENSION TO TOE OF SLOPE AS REQ'D TO HYDROSEED, SOD OR � 5' MAX PAY LIMITS RESTORE 3" ASPHALT EXISTING GROUND EXISTING GROUND GRAVEL TYP I ROUND' INTERSECTION 2' TO SAWCUT EDGE BETWEEN. CUT SLOPE EXISTING GROUND UNDISTURBED GROUND : EXISTING ASP --- --- - -- - - - - -- - -- ------ -- - - - -- - -- - - - - -- -- ' D0 NOT DISTURB EXISTING ----- - - - - -- IIIII IIIF= II GROUND OF EFT BANK ,________- _- - 2 I.E. 2. - =111�1 II- =III 11 � 1 VARIES, 1 � III � I ` EXCAVATE AS STEEPLY MATCH EXISTING � � r UNDISTURBED GROUND 20 TYP. PROFILE ` AS POSSIBLE, ABOVE CHANNEL INVERT 1 Z. \\�/ ' GRAVEL BREAK POINT, TYP. VARIES I 11 =11 2 COMPACTED GRANULAR COMPACTED GRANULAR 1 # BACKFILL - - - -- �1 BACKFILL 10 I _ - EXCAVATE AS STEEPLY - - - - _ 2 TYP. AS POSSIBLE, ABOVE LIMIT OF EXCAVATION `r /� .��;��r���. ijr \r; /,�% 1 _ -' 1 GRAVEL BREAK POINT, TYP. STREAMBED GRAVEL 12" MIN. DEPTH 2 MIN � LIMIT OF EXCAVATION APPROVED 1' -0" IMPERVIOUS LAYER, I STREAMBED GRAVEL, \ \ \ A SLOPE VARIES AT TRANSITIONS SEE SPECIAL PROVISIONS 12" MIN. DEPTH APPROX EXIST SEE DETAILS 3 AND 4, SHEET 6 FOR SPECIFICATIONS 2.5' 2.5' - 5.5' CHANNEL BY DATE -6 -98 CHANNEL �• Pos?'.L SYMMETRICAL ���'w of yt� VARIES TO CULVERT WIDTH AT TYPICAL SECTION F - F �_ W Ash�ry ` TYPICAL TRANSITIONS, SEE PLAN OF I 1 PICAL SECTION C - is (LOOKING DOWNSTREAM) a CITY O RENTON / MC STA. 7 +50 TO MC STA 9 +50 25792 FC STA 3 +90.00, TO FC STA 5 +60.00 �. Pl ✓v i Law P -. Noz4'vc $o:l Aldecd DEPARTMENT : OF .PUBLIC WORKS ion CISTERF'O �SSIOUAL E��1 MAPLEWOOD CREEK FISH CHANNEL' PROJECT APP" 4o' o-7 Cenfer. TYPICAL CHANNEL SECTIONS SCALE 0 3 6 '. FEET, t= .xaiRES � 12-21-99- '. 3/8" = V -0" !�L� �5 ,• • A qoy yy DESIGNED: CMG / DEP DATE: 7/1/98 FILE NAME: SHEET09 EXCEPT AS NOTED Engineers and Scientists DRAWN: DEP / DWH CHECKED: DPT SCALE: AS SHOWN FIELD sooK: PgcE: Swp - .2 7-226k Be[ levue, Washington TEL (425) 602 -4000 FAX .(425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 9 .1: 12 ro ra n d� x tzn N r N a o n ti f C SCANNED MAR 3 0 2000 �,4 P, is � I I ,,� , . � Ti cI Ix '1 I,{"iF ... ', n •,i� 4 t��f. .,�I `r` ^;, h I k 7Fr d,� ro ra n d� x tzn N r N a o n ti f C 2 IL 00 00 I- co CD C Q_ E 0 16' -0" CHANNEL BOTTOM TRANSITION, 10' WIDE CULVERT, U/S & D S 12' -0" (TYP ALL EXCEPT 8' -0" CHANNEL BOTTOM TRANSITION CROSSING #2A 8' -0" LG) 6'WIDE, U/S & D/S 45' TYP U/S & D/S 45' TYP U/S & /S CHANNEL SECTION PER SHEETS 3 -6, TYP. -I 11' -4" MIN ROAD SURFACE WIDTH 4" 10,: (7' -4" CROSSING #2A ONLY) C 1 ROADWAY & D- z a BOX CULVERT " a rn - a TONGUE & GROOVE JOINT, GROUT INTO PLACE FLOW i a a a 4 I- 1I1 =1I I =1 I1 =1 I1. `� � L -I 11 =1 i 1= COMPACTED SUBGRADE 4' -0" LENGTH 8' -0" STD. LENGTH 40T REQUIRED 0 CROSSING #2A) A - A TYPICAL LONGITUDINAL SECTION 0 2' 1,I 1 I 1/2" = 1' -0„ Swp_.27. 22,601 I SLOPE UP OR DOWN AS (PRECAST CONCRETE, BOX CULVERT) Y REQ'D (4% MAX) TO MATCH T.O. 4" MIN CRUSHED ROCK;, EXTEND OUT PRECAST CONCRETE CURB; STD LENGTH CULVERT TYP; SEE NOTE 2 TO LIMITS OF ROCK WALLS TYP 10' X 5' A PAVING LIMITS UNDER THIS CONTRACT 1310232.40 EXISTING GROUND 6'; EXTEND PAST ° O VARIES; SEE PLAN/ BACKFILL W/ CRUSHED I f !_ 1' -0" EXTENT OF ASPHALT PROFILE SHEET 3 ROCK AFTER PAVING rt BOX CULVERT/ } SURFACING, TYP 1310234.45 ENDS OF ROCK WALLS BEVELED EDGE TYP f 4`� SURFACING � E -4% MAX. s - -= 6' -0" l B'- B (12' LENGTH) S TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE B C \\ o Q 0 2A d. ° o` ° MAINTAIN CHANNEL 00. o.0. o DEPTH THRU BOX CULVERT /CROSSING I o -o° �I 0. o TEMPORARY EXCAVATION COMPACTED EXCAVATED oo B� :J SLOPE; SEE GRANULAR MATERIAL OR o IMPORTED GRANULAR "' .a 0 00 f NOTE 1; TYP I ALL SIDES 0. BACKFILL, TYP. 0-00 FOR BOX CULVERT I.E.'S 0� 4 SEE SHEET 3 AREA, RESTORE PER PLAN --------- A - ROCK TO MATCH EXISTING GROUND -1' -0" MIN DEPTH OF TYP_ 175306.03 STREAMBED GRAVEL ---- - - - - -i -- - - - - -- . 10' -0° COMPACTED.. 1311044.30 • - - - - - -- - -- - - - - -- PT B FLOW B - B MAPLEWOOD CREEK FISH CHANNEL PROJECT i PT A B B SLOPE UP OR 'DOWN AS 1311049.65 5 PRECAST CONCRETE BOX. PRECAST CONCRETE BOX A. CULVERT , '. 1O'W X', (5'H OR 4'H) CULVERT, 6'W X 4'H X CULVERT TYP; SEE NOTE 2 X.12'. LG SHOWN THIS HALF (8' 12' LG SHOWN THIS HALF (12' LENGTH) LG CROSSING #2A NOT SHOWN) TYPICAL CROSSING PLAN (PRECAST CONCRETE BOX CULVERT) (REF. SHEETS 3, 4 & 5 FOR LOCATIONS) SHEETS 4 OR 5 -A 6 6, 11' -4" MIN ROAD SURFACE WIDTH 4" 10,: (7' -4" CROSSING #2A ONLY) C 1 ROADWAY & D- z a BOX CULVERT " a rn - a TONGUE & GROOVE JOINT, GROUT INTO PLACE FLOW i a a a 4 I- 1I1 =1I I =1 I1 =1 I1. `� � L -I 11 =1 i 1= COMPACTED SUBGRADE 4' -0" LENGTH 8' -0" STD. LENGTH 40T REQUIRED 0 CROSSING #2A) A - A TYPICAL LONGITUDINAL SECTION 0 2' 1,I 1 I 1/2" = 1' -0„ Swp_.27. 22,601 I SLOPE UP OR DOWN AS (PRECAST CONCRETE, BOX CULVERT) CROSSING NO.* REQ'D (4% MAX) TO MATCH T.O. 4" MIN CRUSHED ROCK;, EXTEND OUT NORTHING CULVERT TYP; SEE NOTE 2 TO LIMITS OF ROCK WALLS TYP 10' X 5' A PAVING LIMITS UNDER THIS CONTRACT 1310232.40 EXISTING GROUND (12' LENGTH) ° O VARIES; SEE PLAN/ BACKFILL W/ CRUSHED I f !_ 1' -0" EXTENT OF ASPHALT PROFILE SHEET 3 ROCK AFTER PAVING rt BOX CULVERT/ } SURFACING, TYP 1310234.45 4" ACP ASPHALT CHANNEL / BEVELED EDGE TYP f 4`� SURFACING � E -4% MAX. s - -= 6' -0" l B'- B (12' LENGTH) S TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE B �n7`r7 \\ o Q 0 2A d. ° o` ° MAINTAIN CHANNEL 00. o.0. o DEPTH THRU BOX CULVERT /CROSSING I o -o° �I 0. o TEMPORARY EXCAVATION COMPACTED EXCAVATED oo E :J SLOPE; SEE GRANULAR MATERIAL OR o IMPORTED GRANULAR "' .a 0 00 f NOTE 1; TYP I ALL SIDES 0. BACKFILL, TYP. 0-00 FOR BOX CULVERT I.E.'S 0� 4 SEE SHEET 3 AREA, RESTORE PER PLAN '�II� �I�I�Ia IE4i I di VARY DIAMETER OF - ROCK TO MATCH EXISTING GROUND -1' -0" MIN DEPTH OF TYP_ 175306.03 STREAMBED GRAVEL 4 6' X 4' 10' -0° COMPACTED.. 1311044.30 I SUBGRADE B - B MAPLEWOOD CREEK FISH CHANNEL PROJECT TYPICAL 10' X (5' OR V) .BOX CULVERT B SLOPE UP OR 'DOWN AS 1311049.65 5 REQ'D (4% MAX) TO MATCH T.O. A. 175484.36 CULVERT TYP; SEE NOTE 2 (12' LENGTH) EXISTING GROUND VARIES; SEE PLAN /PROFILE B SHEETS 4 OR 5 -A 1311239:56 PRECAST CONCRETE CURB; INSTALL W/ 3/4 "0 EPDXY ANCHORS DRILLED INTO CONCRETE BOX CULVERT OR W/ #6 BARS DRIVEN 18" MIN INTO GROUND & W/ NON - SHRINK GROUT IN HOLE THRU CURB STREAMBED GRAVEL UNDISTURBED GROUND CROSSING LOCATION SCHEDULE (PRECAST CONCRETE, BOX CULVERT) CROSSING NO.* BOX CULVERT SIZE POINT ** NORTHING EASTING 1 10' X 5' A 175426.12 1310232.40 S -4% MAX. i �•• (12' LENGTH) ° O 000 EXCEPT AS NOTED 0.0 I _I - o O o B 175429.77 1310234.45 2 10' X 4' A 175489.32 1310400.30 6' -0" l B'- B (12' LENGTH) APPROVED TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE B 175491.17 1310406.00 2A 10' X 4' A 175385.48 1310682.67 (8' LENGTH) LIMIT OF AS REQ'D EXISTING GROUND ELEVATION VARIES 0 EACH VARIES VARIES FOR ROCK W W ALL B 175382.83 1310685.67 3 6' X 4' A 175303.32 1310909.12 AREA, RESTORE PER PLAN (12' LENGTH) VARY DIAMETER OF - ROCK TO MATCH EXISTING GROUND EXISTING UNDISTURBED GROUND B 175306.03 1310914.48 4 6' X 4' A 175394.56 1311044.30 PAY OMITS (12' LENGTH) MAPLEWOOD CREEK FISH CHANNEL PROJECT B 175397.28 1311049.65 5 6' X 4' A. 175484.36 1311237.53 (12' LENGTH) B 175496.19 1311239:56 * FOR CROSSING LOCATIONS SEE SHEETS 3 THRU 5. ** FOR LOCATION OF POINTS A AND B SEE TYPICAL CROSSING PLAN THIS SHEET. I \ BOX CULVERT/ -2a6sl a fj SCANNED NAR 3 0 2000 CHANNEL S- 4�-- ---- Z'z'�n,.�:�; • -; s�- S=45.1 MAX 3 6 FEET SCALE 0.1 I _ _ -- . �s20 26 4 I i I I S -4% MAX. i �•• 6 ° O 000 EXCEPT AS NOTED 0.0 I _I - o O o i J6 �\ ° _00. o0 / o -. o.o o Q o FOR BOX CULVERT I.CS 1 a - SEE SHEETS 4 & 5 2.' ° " 1 6' -0" l B'- B NOTES: APPROVED TYPICAL 6' X V BOX CULVERT 1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF NOTE: INFORMATION TO BE SAME AS SECTION F -F ABOVE EXCAVATION CUT SLOPES AND TEMPORARY �. POsTL y OF wasq ?m�� FOR 10' BOX CULVERTS�UNLESS NOTED OTHERWISE SUPPORT SYSTEMS IN ACCORDANCE WITH ° o: GOVERNING REGULATIONS. CONSTRUCTION CF07EtT14E 2. TOP OF CULVERT ELEVATION RELATIVE TO LIMIT OF AS REQ'D EXISTING GROUND ELEVATION VARIES 0 EACH VARIES VARIES FOR ROCK W W ALL CROSSING. SEE SHEETS 3 THRU 5. CONTRACTOR EXCAVATION PLACEMENT TYP_ TO PROVIDE FINISH GRADE 0 4% MAX. SLOPE. ROCK WALL ' I MINIMIZE DISTURBED WARP TO FIT AS REQUIRED. 3 -MAN ROCKS, TYP. AREA, RESTORE PER PLAN VARY DIAMETER OF - ROCK TO MATCH EXISTING GROUND EXISTING UNDISTURBED GROUND a Vl r O d b � 8 N x a � � N r N z o n III N A x D -2a6sl a fj SCANNED NAR 3 0 2000 3 6 FEET SCALE 0.1 ;•P . �s20 26 4 I i I I 6 ° O COMPACTED GRANULAR EXCEPT AS NOTED BOX CULVERT i J6 BACKFILL I.E. VARIES; SEE PROFILE --�I 2.' ° " 1 EXCAVATE AS STEEPLY AS POSSIBLE, TYP. APPROVED � STREAMBED GRAVEL, ' o ROCKERY BACKFILL, TYP. �. POsTL y OF wasq ?m�� BY D�,.:,� DATE -6 -98 12" MIN. DEPTH �1. -� - ° o: 4 CONSTRUCTION CF07EtT14E LIMIT OF Few EXCAVATION CITY OF RENTON '.. �CHANNEL (REF 1.0' MIN ¢ .moo �E IST- �,� �w4 � ASTER $ DEPARTMENT OF PUBLIC WORKS 3.0 �SSIONAL PAY OMITS MAPLEWOOD CREEK FISH CHANNEL PROJECT ', EXPIRES 12 -21 -99 ' ' BOX CULVERT CROSSING DETAILS TYPICAL TRANSITION .UPSTREAM & COWNSTREAM. OF .BOX CULVERTS C C�.. FF��7Y - ,.DESIGNED: CMG /DEP DATE: 7/1/98 'FILE NAME: SHEET70 Engineers and $CIBntIStS .DRAWN: WNID SCALE:. A$ SNOWN FlEID Bellevue, Washington. CHECKED: DPT BOOK: PACE: TEL (425) 602 -4000 FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: - SHEEP: 10 OF: 22 a Vl r O d b � 8 N x a � � N r N z o n III N A x D -2a6sl a fj SCANNED NAR 3 0 2000 =I a I , I ;•P . a Vl r O d b � 8 N x a � � N r N z o n III N A x D 2 o- r') LO r%i 00 0 0 rt 0 O C Z N rn C 3 O 0' 14' -0" TOE WIDTH CHANNEL, D SYMMETRICAL 0 0 J o� W D U) w O I- p J I I I w 1 0 o Q ------------------ A op o n Of 0 Lo a o � B l �w 0 I 'n W a- a- d o ¢oo N of o w w w O J STREAMBED GRAVEL TYP of o b o w 4' -0" 4' -0" o I ww it MIN. MIN. o N > 2:1 TYP. _____ ____.` a= Q W w A.I /� of d C) 1n / 0 0 0 N 0 - I --------------- SEE LOW FLOW NOTCH DETAIL, w CHANNEL, SYMMETRICAL I a8' -0" 8' -0" EXTENT OF GEOTEXTILE COVERED WITH 8" MIN > DEPTH OF QUARRY SPALLS, GRANULAR 7' -0" 7' -0" BACKFILL & STREAMBED GRAVEL UPSTREAM ---------------- _ _ __ OF SEAL LOG i 2 TYP _ It UNDISTURBED GROUND A SEE SHT. 5 FOR EXCAVATE AS STEEPLY AS _ I I . UPPER LOG CREST ELEV I POSSIBLE ABOVE GRAVEL �-1-, BREAK POINTS io ' __ - 2 Tom' COMPACTED GRANULAR BACKFILL -- - -- -- B L_______ L STREAMBED GRAVEL, 12" MIN DEPTH 2' THICK RIPRAP LAYER i TYP EACH LOG C - C VEGETATION NOT LOG DROP STRUCTURE LOG DROP STRUCTURE CREST �y, . -1 = UPPER LOG SHEETS 19-rL q UPPER LOG ! T 22 II 20' -0' - VARIES (EFFECTIVE SLOPE = 57) 12' -Ol 3' -0" 5' -0" 5' -0" STREAMBED GRAVEL RIPRAP RIPRAP GEOTEXTILE 2.1 TYP' (VARIES, SEE SHEET 5) TYP TYP LIMITS TYP E C i 2' THICK RIPRAP LAYER TYP 2 X 6 PRESSURE TREATED SEAL, GI SEAL D EDGE WITH TO PROVIDE SEAL LOG B BOARD MITER ' 18 "0 MIN. UPPER LOG SEALED EDGES AND ATTACH TO -- f - - - -- BELOW I GA X NAILS. TH 2 X 4 TYP SEE PROFILE, SHEET 5 STREAMBED GRAVEL FOR CREST ELEV TYP 12" MIN. DEPTH TYP I i -- -- I___ - - - -'� ATTACH GEOTEXTILE (NICOLON570 I! / -- -- OR EQUAL) TO UPPER LOG WITH ; /! STREAMBED GRAVEL GRADE LOGS ARE SIMILAR UPPER LOG 2 X 4 PRESSURE TREATED WOOD ! 12" MIN. DEPTH TYP TO LOG DROPS EXCEPT E CLEAT, FULL LOG LENGTH TYP ORIENTED a ORIENTED VERTICALLY ; j / > SEE NOTE 2 PRECAST CONCRETE f ! FIOW ° ° ~ --D OVER GEOTEXTILE WITH DRILL 1 3 8 "0 HOLE ®30; i1 m 8" EPTH OF QUARRY SPALLS BALLAST BLOCK / f AND GRANULAR BACKFILL TYP DRIVE (2) #10 REBAR THROUGH LOGS. AND EMBED INTO CREEK / BED AT LEAST 4' TYP FLOW I 4' -0" TOE WIDTH IMMEDIATELY DOWNSTREAM OF LOG STRUCTURE, SEE SECT D -D ON SHEET PLAN D_ to o J � W w t- Cy CHANNEL, SYMMETRICAL > _ -- - - -2 TYP. I - - - -- 8" MIN. QUARRY SPALLS OVER GEOTEXTILE UPSTREAM OF SEAL LOG. A - A CHANNEL, SYMMETRICAL 13' -0" - LOW FLOW NOTCH DETAIL - E` 7• -0" 5" -0" 18 "0 MIN. UPPER LOG I -0" SEE SHEET 5 FOR CREST ELEV. TOE OF SLOPE ON D/S ---- - - - - - -- SIDE OF LOG --- - - - - -- ------------------------- 2 TYP. L LEVELING SHIMS, SEE SECTION E 18 "0 MIN. SEAL LOG #10 REBAR (2 REQ'D) E 2' THICK RIPRAP ON DOWNSTREAM SIDE OF LOGS SEE PLAN FOR EXTENTS B -.B ,Yw,o _s 7_ 22 4C 9 I � A � SUBGRADE \ N 18 "0 SEAL LOG COMPACTED GRANULAR BACKFILL I D - D GRADE LOG STRUCTURE DETAIL UNDISTURBED GROUND STREAMBED GRAVEL, 12" MIN DEPTH '.. EXCAVATE AS STEEPLY AS CHAIN TO HOLD POSSIBLE BREAK POINTS GRAVEL AND CONCRETE TO NOTCH LOG 2" DEEP BY 1:1 TYP NOTES: RIPRAP BREAK POINTS � CONCRETE BLOCK 2" WIDE FOR CHAIN 1. UPPER LOGS FOR LOG DROPS & 2' THICK RIPRAP, SEE 18 "0 UPPER LOG GRADE LOGS SHALL BE RELATIVELY PLAN FOR EXTENTS CREST ELEVATION PER STRAIGHT AND SET LEVEL TO WITHIN PROFILE ON SHEET 5 _ 18 "0 UPPER LOG ±1/4" OVER THE WIDTH OF 3/4"0 BOLTS OR ALL FLOW EXPOSED PORTION OF LOG. THREADED RODS PRESSURE TREATED OR CEDAR WOOD SHIMS FOR 2. GRADE LOG STRUCTURES ARE SIMILAR LEVELING TO LOG DROP STRUCTURES EXCEPT UPPER LOG ATTACHED TO 1O J -- WITHOUT NOTCH, GEOTEXTILE, 2X4 ECOLOGY BLOCK WITH CHAIN (TYP.) o� ! 1.5'H X 3' X 3' PRECAST ti CLEAT &SEAL. SECTS A =A, B -B CONCRETE BALLAST BLOCK AND C -C APPLY TO GRADE LOGS wj - EXISTING GROUND 10 ' EXCEPT AS INDICATED ABOVE. 1/4" L-11- 1' -6" ELEVATION SECTION E - E LOW FLOW NOTCH DETAIL 2' THICK RIPRAP, SEE PLAN FOR EXTENTS 0 4 SCALE 0 2 FEET SCALE 0 2 FEET 8 - UNDISTURBED GROUND I, I, I i I I 1 1 I I I I 1/4" = V -0" - COMPACTED GRANULAR FILL 1/2" = 1' -0" 1/2" = 1' -0° EXCEPT AS NOTED - LOCALIZED EXCAVATION FOR LOG /BLOCK INSTALLATION APPROVED CITY OF RENTON - 1.5'H X 3' X 3' PRECAST CONCRETE Si' + POSpL DEPARTMENT OF PUBLIC WORKS 6ALLAST BLOCK, PLACE AS NEAR' TO Q of wASy! LZ' BY D DATE -6- 73 �w �� END OF SEAL LOG AS POSSIBLE MAPLEWOOD CREEK FISH CHANNEL PROJECT m� het ? Yr, = LOG, DROP STRUCTURE A ^ PLAN, SECTIONS, AND DETAILS —92 9 �n �, / \'!e�✓�� DESIGNED: DEP p� E-IS7'ER�' $t� � DATE: 7/1/98 FILE NAME: SHEETII �`r'SIONAL,�l Engineers and Scientists DRAWN: DEP Bellevue, Washington CHECKED: DPT SCALE: AS SHOWN nELD BOOK: PAGE: ExPiPES 12-21-99 TEL- (425) 602 -4000 - FAX (425).602 -4020 N0. REviSIDN BY APPR.1 DATE APPROVED: SHEET: 11 OF: 22 SCANNFD1 MAR '3 0 2000 a 0 o R1 O d n w p , t N � N n 41+ y u N A CI a r� 00 0 00 0) 0 0 O I_ 0 O 4' -5' 1 3' -0" MIN FISH CHANNEL/ CREEK � o J 1 (/¢ \I �I �/ 30" I ROCK DEFLECTOR 30\ HABITAT BOULDERS SEE SHEET 6 A ® 0 T 3 O o ' o o I I 0 0 0 B B ROCK CLUSTER HABITAT BOULDERS; 4' -6" USE 1,2OR3 03 & 04 MAN ROCKS SEE LEGEND, SHT 2, & s, LOCATE PER SHTS 3 THRU 6, COORDINATE LOCATION WITH CITY PLAN TYPICAL HABITAT BOULDER STRUCTURES in N EXCAVATED TRENCH n 8" LAYER OF QUARRY SPALLS DOWNSTREAM OF SPUTTER STRUCTURE; 18" LAYER OF RIPRAP UPSTREAM OF SPUTTER STRUCTURE OI C> }/�t� �+ o ' 1/ ¢U \ 50 n i 18" THICK LAYER. o / OF RIPRAP oo I A / ° 00 �� ( 00 CHANNEL -H D o C bno, CONCRETE ECOLOGY BLOCK 3' X 3' X 1.5' IN LOWER CHANNEL ROOTWAD 4' X 3' X 3' IN UPPER CHANNEL PLAN SINGLE ROOT 'LOG RIPRAP OR QUARRY SPALLS FISH CHANNEL /CREEK 0 1' - 2' LOWER CHANNEL ROOT LOG 3' - 4' UPPER CHANNEL (� 12 FIR CEDAR lil�i I /y X 12 2 1 - 16' LONG 10 15" /%� = / W/ ROOTWAD COMPACTED GRANULAR BACKFILL J CONCRETE ECOLOGY BLOCK 3' X 3' X 1.5' IN LOWER CHANNEL _ 4' X 3' X 3' IN UPPER CHANNEL - %(\ 2 WRAPS OF 5/8" GALVANIZED IMPROVED PLOW STEEL 6X19 FIBRE CORE WIRE ROPE. SECURE W/ 2 WIRE ROPE CLAMPS 0 4 4 it ® 3 O 4 O 3 =' 3 O �n_F - fi_L VOIDS WITH .ROCK l - QUARRY SPALLS, COMPACTED _ -- GRANULAR BACKFILL & STREAMBED GRAVEL 4' - 5' 3' MIN nl STREA BED GRAVEL, 12" MIN. DEPTH SEE SHEET 9 IMPROVED PLOW STEEL 6X19 FIBRE CORE WIRE ROPE. SECURE STREAMBED GRAVEL, A - A 12" MIN. DEPTH ROCK DEFLECTOR DETAIL �I COORDINATE FINAL ROCK SIZE AND PLACEMENT WITH THE CITY, EMBED ROCK MIN r II III- -I - 1' -0" IN STREAMBED GRAVEL FOR CHANNEL GEOMETRY SEE SHEET 9 ` of z g- ROCK CLUSTER DETAIL STREAMBED GRAVEL, 12" MIN. DEPTH SEE SHEET 9 8" LAYER OF QUARRY SPALLS DOWNSTREAM OF SPUTTER STRUCTURE; 18" LAYER OF RIPRAP UPSTREAM OF SPUTTER STRUCTURE o ° )000 ;.0000U�o �0�0 0 0 0 o 254- 30' O D 0 0 o 000 o0 0� 25 — 30' o n �n CHANNEL _101-jo o ROOTWAD TYP J PLAN DOUBLE ROOT LOG RIPRAP OR QUARRY SPALLS FISH CHANNEL /CREEK o 1' 2' ROOT LOG 12 - 15 "0 FIR OR CEDAR X 12 ROOTWAD LONG / W/ ROOTWAD TYP I -1T1 i 413 , /� 22699 C SCANNEDAIAR 3 0 2000 V2 r 0 0 n o� 0 Y � 1 x w x 1 pv N n s, 1 ti yllN 0 G FOR NOTCH LOGS TOGETHER -J lJ FOR CHANNEL GEOMETRY CHANNEL GEOMETRY SEE SHEET 9 I SEE SHEET 9 2 WRAPS OF 5/8" GALVANIZED STREAMBED GRAVEL, IMPROVED PLOW STEEL 6X19 FIBRE CORE WIRE ROPE. SECURE STREAMBED GRAVEL, 12" MIN. DEPTH W/ 2 WIRE ROPE CLAMPS 12" MIN. DEPTH SEE SHEET 9 SEE SHEET 9 C -C D - D SINGLE ROOT LOG DETAIL DOUBLE ROOT LOG DETAIL 0,426410C NOTES: SCALE: NONE 1. FOR LOCATIONS OF HABITAT STRUCTURES SEE SHEETS 3 THRU 6. APPROVED 2_ THE CITY SHALL DIRECT THE EXACT STRUCTURE PLACEMENT AND LOCATIONS IN THE FIELD DURING CONSTRUCTION. 3. 03 &0 INDICATE 3 & 4 MAN ROCKS AS DEFINED BY THE PO'3 BY DATE -4 -98 �Z SUPPLEMENTAL SPECIFICATIONS. OE W Axrc��L 4_ THE CITY MAY DIRECT THE CUTTING OF THE LENGTH OF Fe p+ r ROOT LOGS TO FIT THE ACTUAL LOCATIONS INSTALLED. CITY OF RENTON zs»z 4 DEPARTMENT OF PUBLIC WORKS won �ECISTIRF9 E� �SSIOrrAL E'�1$ MAPLEWOOD CREEK FISH CHANNEL PROJECT FISH HABITAT STRUCTURE DETAILS ExPiRES 12- 21 -99 DESIGNED: CMG /DPT DATE: 7/1/98 FILE NAME: SHEET12 DRAWN: DWH Engineers and Scientists SCALE: AS SHOWN FIELD : Belle.w e, Washin gton CHECKED: DEP BOOK: PAGE a TEL- (425) 602 -4DOO -- - FAX: (425) 602 -4020. NO. REVISION BY APPR: DATE APPROVED: SHEET: 12 OF: 22 413 , /� 22699 C SCANNEDAIAR 3 0 2000 V2 r 0 0 n o� 0 Y � 1 x w x 1 pv N n s, 1 ti yllN 0 G CL N Do rn Cr1 N O E 0 6 3/4° � o M O v v 0 o � 3ARS TO BE SAME SIZE `INr dC n I= WOPI7 Einac WALL CORNER DETAIL TYPICAL CORNER CHAMFER (FOR USE AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON THE DRAWINGS) 0 C.J. REINFORCEMENT o CONTINUOUS AD THROUGH JOINT 1 1/7; MIN 'WATERSTOP TYP. VERTICAL & HORIZONTAL CONSTRUCTION _ JOINTS WHERE SPECIFIED ON DETAILS CONSTRUCTION JOINT OPENING 1.3 Id + d2 + M di SAME SIZE AS EXTRA BARS EXTRA BARS \ I BUT NOT LARGER THAN #8. :f-IERAL NOTES FOR REINFORCEMENT GENERAL CONCRETE NOTES LAP SPLICE LENGTH 6. THE FIRST AND LAST BARS IN THE WALLS AND SLABS SHALL BEGIN AND END A 1.. ALL REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318 -95, 1. BEFORE PLACING CONCRETE, SEE ALL DRAWINGS, INCLUDING MANUFACTURERS' - BUILDING CODE REINFORCEMENTS FOR REINFORCED CONCRETE UNLESS OTHERWISE DRAWINGS, FOR ALL EMBEDDED ITEMS WHICH ARE REQUIRED IN THE PLACEMENT. - NOTED. DISTANCE OF ONE -HALF OF THE ADJACENT BAR SPACING FROM THE FACES OF THE 2. CONCRETE PROTECTION FOR REINFORCEMENT, UNLESS OTHERWISE NOTED ON THE 2. THICKNESSES SHOWN FOR WALLS AND SLABS ADJACENT TO UNDISTURBED SOIL OR DRAWINGS,'. SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS: ROCK ARE MINIMUM DIMENSIONS. BOTTOM OF FOUNDATION AND FOOTINGS = 3" - BACKFILLED SURFACES = 2" 3. BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN THAT ALL EMBEDDED ITEMS SURFACES SUBJECT TO SUBMERGENCE = 3" ARE IN POSITION AND SECURELY FASTENED IN PLACE. EXTERIOR WALLS, SLABS, BEAMS AND COLUMNS = 2" , 30 INTERIM WALLS, SLABS, BEAMS AND COLUMNS = 1 -1/2" 4. THE MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 28 f'c =4,000 PSI, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECS. 3- 0- INDICATES A BAR WITH A BEND TURNED TOWARDS THE OBSERVER. 28 •- INDICATES A BAR WITH A BEND TURNED AWAY FROM THE OBSERVER. 33 z INDICATES A LAPPED SPLICE IN THE SAME PLANE, NOT A BEND IN THE BAR. TYPICAL pI� I I F ICAL REINFORCEMENT I DEV-E�LLI�O+ PMENT 4. DIMENSIONS ARE TO THE CENTERUNES OF BARS UNLESS OTHERWISE SHOWN. AND LAP SPLICE LENG 1 1 i (UNLESS OTHERWISE INDICATED ON THE DRAWINGS) 5. REINFORCEMENT PARALLEL TO EMBEDDED ITEMS SHALL MAINTAIN A MINIMUM fc = 4,000 PSI fy = 60,000 PSI OPENING ADD'L CORNER BAR IF SLAB OR WALL IS OVER 12" THICK 4" (TYP.) 71 `� PLACE CLOSE TO OPENING EQUAL 1.3 Id TO AREA OF THE INTERRUPTED BARS. PLACE HALF ON EACH SIDE. USE MINIMUM CLEAR SPACING. NOTE: THIS STANDARD IS TO BE USED FOR OPENINGS LESS THAN 20% OF THE CLEAR SPAN BUT NOT MORE THAN 6'-0" EX OTHERWISE SEE DRAWINGS. REINFORCEMENT ARRANGEMENT AROUND OPENINGS SwP -27- 2260, OUTSIDE FACE OF CONC. WALL PIPE PER PLANS MECHANICAL COUPLING (TYP -) E SEEP RING 6" GREATER I I DIAMETER THAN PIPE O.D., SAME MATERIAL AND THICKNESS AS PIPE (FUSE HDPE PIPE) -i• .,��P RING `- I ELEVATION SECTION TYPICAL PIPE THIMBLE DETAIL NOT TO SCALE CONNECTIONS TO CONCRETE STRUCTURES) (PROVIDE PIPE THIMBLE AT ALL HDPE PIPE 6" 1F-- 3/8" T PVC WATERSTOP CLEAR DISTANCE EQUAL' TO 1 -1/2 TIMES THE MAXIMUM SIZE AGGREGATE. LAP SPLICE LENGTH 6. THE FIRST AND LAST BARS IN THE WALLS AND SLABS SHALL BEGIN AND END A TOP BARS DISTANCE EQUAL TO THE CLEAR COVER FROM EACH END OF THE MEMBER. TOP BARS 7. STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE TO START AND END AT A MAXIMUM 3 DISTANCE OF ONE -HALF OF THE ADJACENT BAR SPACING FROM THE FACES OF THE 12 SUPPORTING MEMBERS UNLESS OTHERWISE NOTED- 16 S. MECHANICAL SPLICES MAY BE USED UPON APPROVAL OF THE CSR. 19 9. ALL REINFORCING STEEL SHALL BE AASHTO M31, GRADE 60, UNLESS OTHERWISE NOTED. 1' -0° EQ. I EQ. 10. WHERE APPLICABLE SUBSRME Idt OR Idh FOR Id IN ALL REINFORCEMENT DETAILS ' SHOWN ON THIS DRAWING -': SEEP RING 6" GREATER I I DIAMETER THAN PIPE O.D., SAME MATERIAL AND THICKNESS AS PIPE (FUSE HDPE PIPE) -i• .,��P RING `- I ELEVATION SECTION TYPICAL PIPE THIMBLE DETAIL NOT TO SCALE CONNECTIONS TO CONCRETE STRUCTURES) (PROVIDE PIPE THIMBLE AT ALL HDPE PIPE 6" 1F-- 3/8" T PVC WATERSTOP wAShry Atf1 DEVELOPMENT LENGTH LAP SPLICE LENGTH BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS 3 14 12 18 16 4 19 15 24 19 5 23 18 30 23 6 28 22 36 28 7 33 25 42 33 8 37 29 48 37 wAShry Atf1 VAAA VT xVr111 Y\Jl DEPARTMENT OF PUBLIC F ��� of q� Z TABLE NOTES: MAPLEWOOD CREEK FISH PROJE STANDARD CONCRETE AND �' ECISTF'� fiw� eSSIO1vALOt /' ^ (1.) ALL TABLE VALUES ARE IN INCHES. ® = SPACING CENTER TO CENTER MIN. = MINIMUM (2.) UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS ARE A.B. = ANCHOR BOLT M -L = MIDDLE LAYER TENSION BARS. AC.P- = ASPHALT CONCRETE PAVEMENT N.F- = NEAR FACE (3.) TENSION BARS GIVEN IN TABLE ARE FOR BARS SPACED AT LEAST B.F. B.O. = BOTTOM FACE = BLOCKOUT N.LC- NO. = NOT IN CONTRACT = NUMBER 6 Id O.C. AND CONCRETE COVER IS GREATER THAN db. B.L. = ''.BOTTOM LAYER. NOS- = NUMBERS (4.) FOR OTHER CONDITIONS NOT INDICATED IN TABLE REFER TO ACI 318 -95. BOT- _ '.BOTTOM N -T -S- = NOT TO SCALE C.B. _: CATCH BASIN O.C. = ON CENTER C.C. _ '' CENTER TO CENTER O.D. O.F- = OUTSIDE DIAMETER = OUTSIDE FACE REINFORCING BAR ABBF2E\/IATICD NS C-J. CUR. _ CONSTRUCTION JOINT = ':CLEAR 0_L = OUTSIDE LAYER C.M.P. = CORRUGATED METAL PIPE 0-0 = OUT TO OUT Id = DEVELOPMENT LENGTH C.S. = '.COUNTERSINK OPNG. = OPENING Idh = DEVELOPMENT LENGTH FOR HOOKED BARS DET _. DETAIL- OPP- _ OPPOSITE Idt = DEVELOPMENT LENGTH FOR TOP BAPS D.F- = DOUGLAS FIR p -C- = POINT OF CURVATURE db = BAR DIAMETER DIA. (0) = DIAMETER P.C.C. = POINT OF COMPOUND CURVATURE DWG- - DRAWING P -I- PL = POINT OF INTERSECTION = PLATE REINFORCING BAR BILLING Sc IDENTIFYING DWL - DOWEL P -T- = POINT OF TANGENCY EA = EACH OR PRESSURE TREATED A. TYPICAL BAR BILLING IN PLANS, SECTIONS AND ELEVATIONS: -- E- F. _ EACH FACE R = RADIUS #6 ®6 N.F., I.L. ' EL = ELEVATION (OR ELEV) REF- = REFER OR REFERENCE WHERE BAR LENGTH AND NUMBER REQUIRED IS NOT GIVEN, THE EQ. = EQUAL REINF. = REINFORCEMENT OR REINFORCING CONTRACTOR SHALL DETERMINE SAME FROM BAR SPACING, E.L. = EACH LAYER REQ'D = REQUIRED LOCATION AND DIMENSIONS OF STRUCTURE. EW. = EACH WAY RA- = ROUGH' OPENING EXP. = EXPANSION SIM- = SIMILAR B. TYPICAL BAR IDENTIFICATION: #6 ® 12 F -D. = FLOOR DRAIN SPA = SPACE(S) F.F. = FAR FACE, SPECS. = CONTRACT SPECIFICATIONS FIN. = FINISHED S.S. = STAINLESS STEEL #8 (TYP.) FNDN. = FOUNDATION STD- = STANDARD : l GALV. GRTG. = GALVANIZED = GRATING C. TYPICAL DETAILED BAR BILLING: 8 6 0 8' X 4' -6" E.F. # HORIZ. = HORIZONTAL SYM. T = SYMMETRY OR SYMMETRICAL = TANGENT LENGTH N.P. = HIGH' POINT' T & B = TOP AND BOTTOM H.R. = HANDRAIL T O.C. = TOP OF CONCRETE SAMPLE BILLING I.D. I.F. = INSIDE DIAMETER = INSIDE FACE TYP. = TYPICAL LOCATION OF LL = INSIDE LAYER U.O.N. = UNLESS OTHERWISE NOTED - END BAR IN #6 0 10 #6 ®10 INV. = INVERT VERT. = VERTICAL BILLING - S LB. (LBS.) = POUND(S) _ LP.. = LOW POINT W/0 WP = WITHOUT = WORK POINT DIMENSION "S" (IN INCHES) SHALL ALWAYS BE EQUAL MAX = MAXIMUM WS = WATERSTOP TO THE SPACING OF ADJACENT REINFORCEMENT. OMIT MFR. = MANUFACTURER INCH MARKS ON DIMENSION OF SPACING OR BAR LENGTHS. Um 226 APPROVED wAShry Atf1 VAAA VT xVr111 Y\Jl DEPARTMENT OF PUBLIC F ��� of q� Z MAPLEWOOD CREEK FISH PROJE STANDARD CONCRETE AND �' ECISTF'� fiw� eSSIO1vALOt /' ^ REINFORCEMENT DETAILS DESIGNED: CMG DRAWN: DWH DATE: 7/1/98 FILE NAI SCALE: AS SHOWN FlEID so[ Engineers and Scientists CHECKED: DPT ExviRCS 3 30 -99 Bellevue, Washington TES (425) soz -aoco APPROVED: SHEET: FAX (425) 602 -4020 NO. .REVISION BY APPR. DATE c �$�, UL C ro rrn 0 CO, N x w 9 , N z o [sl H G >v o NOTE: SEE GRADING PLAN SHEET 8 FOR oI PLACEMENT OF PRECAST CONCRETE + / CURBS EACH SIDE OF SPUTTER STRUCTURE a SAFETY rn 12' -6 5/8° 1' -4° T.O. WALL CHAIN. RAILING, GRATING PLANKS �• ..c 1i EMBEDDED 10' -0° 18" & SUPPORTS; SEE SHEET 18 EL. 92.0 � 8" j \lb RUNGS �I EL. 92.0 S SS GUIDES ® EAST • g� HANDRAIL I 6� WEIR. ONLY; SEE POST T.O. WALL B ' �n SHEET 18 FOR DETAIL #4 M EL 91.5 F/ SOW (CONCRETE WALLS � N ! OVERFLOW WEIR ` WESTOWEIRUIDES T.O. CREST �` �, E - ) Qj ;•1 - - -- -- -- - -- EL. 88.0 a,- "P. �� F ^/� T.O. WEIR • u i i i i i SEE SLOT R EL. 85.2 (EAST) 85 DETAIL 0 \ a EL. 84.4 (WEST) • m l EL. 84.4 \ 4' ^� • �I �� ii i i ° ° KEYED T.O. FOOTING �' NI N A II I I I I I A -� CJ EL. 83.5 C N 3.p620 E 5 1' -4" n 0 APPROX LOCATION OF 15 "0 Ll 40 ' M - D.I. PIPE (VERIFY) SLOT DETAIL EL. 83.5 B N T.O. SLAB 1 SLOT REQ'D W/ GUIDES AS SHOWN (EAST WEIR) GUARD OPEN /� 1 SLOT REQ'D W/O GUIDES AS NOTED (WEST WEIR) AREAS ON SIDE 0 1' OF GRATING N 175,615.30 ` �a HANDRAIL PLANKS' W/ E 1,311,380.07 �1 li i 4,0 VVVVIII 1" = 1' -0» EL. 91.5 DD 4' 0' 40' -0' 4'-0" Do `4 EL. 91.5 - r2 =o" E.L. 92.0 I I CREST EL 88.0 �• 8 11'-2 518" 8 0• - - - - -- -- ----------- -------- - - - - -- 1'-4" EL 85:5 `� 2 Al J 1� 1' -4" 'Il�lll�ll�I� EL. 83.5 SPLITTER STRUCTURE PLAN „ - - _ EL. 82.5+ !. S r✓ey Eror he salted ';7 bu•!dW Sp /,•yer 3' lower }�jen c%syged'• CL: 805 LOCATE & AVOID 15 " D.I. J DOWNSTREAM ELEVATION OVERF OW WEIR SS PIPE UNDER FTG t L; "e 4 "IaVC P.pe 1�1 n9ers 2912 Spoo; »y �! Sl_ < ° ✓eC eHsrde):rE 895 2 "f-VC Carrverp; per Ei c}rr no/ L:'+ °s C /am f. o• Qolt t She /groten 042640E _ P/.90.*- E;/ ma n/en shrink Arou/ r RAILING, GRATING PLANKS RAILING, G A G PLANKS #4 TYP -- , Al I & SUPPORTS; SEE SHEET 18 & SUPPO S; E SHEET 18 I I S EL 91.5 ' - - - - -- I � EL 97.5., NOTE M l I M 157111- -�- - - -- I I1- 1.�� -� I- I�I -1�� 11 1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS tJ_____ v roileHUnyer .III ° ° 8.e 1 I I STD HOOK NOTES AND ABBREVIATIONS, SEE SHEET 13. GRANULAR TYP I °oo°° °=0 1111 'BACKFILL 2" CL TYP 2. FOR SPLITTER. STRUCTURE GRADING PLAN, SEE SHEET 8. ® 12 :.EW, o I 3. FOR SPUTTER STRUCTURE. MISC. METALS, SEE SHEET 18. EA WALL �° GRAVEL /a:'; GRAVEL EL 88.0 SECT C -C 89's BACKFILGRAVEL EL 91.5 SECT D -D -' 4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL LJ - - -� CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS. #4 TYP EA WALL �I ® 12 EL 92.0 SECT E -E. EXTEND ALL. VERTICAL WATERSTOPS 6° INTO SLAB AND TO RIPRAP v -- - -v 'EMBEDDED RUNGS '_ 6° BELOW TOP OF WALL. .SPLICE ALL WATERSTOP JOINTS �1 f1 B 1' -.0 C/C EQ tEQ ' TYP • BEYOND EL VARIES "86.5: ®C C PER MANUFACTURER'S RECOMMENDATIONS. REINF W/ #4 ® 12 ag°ro$��°ti CIS- _ EW ®EAST & y�� °g1`ye e$ o �El_ VARIES 85:5: ® C -C I, EL. 85.2 EL. 85.2 WEST END WALLS WATERSTOP ` �1 CORNER DETAIL .owe - -- #4 ®12 oa;, #4 ®18 III GRANULAR 0 2' EL. 84.4 - J� - #4 EW TYP EW. EF EW, EF = 0 4 8 L WALLS _ :0 EL 80.s BACKFILL 1/4" = 1'-0,. ' I ' III EL 83§ EL. 83.5 SECTS C -C & D -D 1/2" 1' -0" =III I1I' o o EL VARIES SECT E -E APPROVED • 0 � _ .o 00. 00\._. 0 oo� 0 o 0000 o o 00_0 00 Q I 0 Qo / WA 061, Sgfllr A bYJU DATE 8-11 -98 % / \ \%T \ \ / \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \\ ; Q7 COMPACTED '� // // // // / / \ / /.\ / /� // / /`/ \ q r •� 0 STRUCTUAL \ ^ \ \� \ \•`� \" \ o COMPACTED OMIT KEY AT 7' -4 ". g" PLACE AGAINST " (CITY OF RENTON p 1 1 ..STRUCTUAL SECT E -E UNDISTURBED SOIL PLACE AGAINST FILL - FILL +sscl 4' DEPARTMENT OF PUBLIC WORKS 00 UNDISTURBED SOIL Pow R�'ctsz>;R�'9 $4w N SfrP�imbed C- rove /, C - C, D - De E - E nrs /oxAL E��1 MAPLEWOOD CREEK FISH CHANNEL PROJECT 1' -D" TYP _ 0 2' SPUTTER STRUCTURE' 0 0 A- A 2, 0 B B 2' I i I I 11P 1E 3-30 99 PLAN AND SECTIONS' Z 'DESIGNED:: DPT DATE: 7/1/98 FILE NAME: SHEET14 °) 1/2" = 1' -D" 1/2" 1' -0" � J Rs -13ok C>/'y .OWO N - >a 9F DRAWN WMD - Engineers and Scientists SCALE: AS SHOWN' PIEEO e00K: PAGE: CO Sw�o -Z %- 22�i¢c TEL-1e(42Is, Wc.hir gt0 1 REVISE DOWNSTREAM SLOT DETA11_ CMG DEP 8/12/98 CHECKED: DPT ' FAX, (425)' 602 4020 N0. REVISION BY : APPR. DATE APPROVED: SHEET: 14 OF: 22 /D - SCANNED MAR 3 0 2000 s �b.� I., . ' ...,�.�,.�.:�� gi�ickt_•sx�s. ",t:� c _ , :, . , '. I .�..'wt�'izo'¢ .ez'• IM r it n 0 0 d b N a � N 3 ^` 1 ti �o, 6 75 n Do r7 00 rn O E 41' -0" 8' -0" 8' -9" l'-O" FOOTING U.N.O. #4 *BAR OWL BAR 10" /� -- #4 @ 12 JDWLINTO SLAB AND DAYLIGHT 4 "0 PERF DRAIN I lE- 1o3.60 T.O. WALL r T ' T.O. SLAB i CJ EL 107.6 t ZF'R EL. 100.1 EL 107.6 i 2 "0 PVC PIPE, FEMALE �I 6" 8' -3" I 8' -0" ' ADAPTER & PLUG ' ' i LADDER & I TYP 12 PLACES HANDRAIL DETAILS o E SEE SHEET 17 i E REINFORCENOTE: SEE SHEET 8 ' E' 101.5 ' ® i ' i WALL AND 4' EL. 102.3 EL. 103.1 FOR CHANNEL N SHOWN FO- GRADING IN ; _ 1 THIS AREA 4' -0" A- GJ B i T.O. WALL C T.O. WALL � EL. 108.4 i (REINF. TYP. ALL WEIRS) I EL. 110.8 F EL VARIES I T.O. FOOTING 6gyhgdl /� tov.3o i i EL IOC.I °� ,_i FOR SEE SHEET HANDRAIL DETAILS ---- - - - - -- - - -- -------------- - - - - - -- - - - -- ___ --- -- - 18" O_D_ PIPE THIMBLE TYP --- - - - - -- ------ - - - - -- - x- -- - - - - -- ------- - - - - -- ' I � EL. 110.8 - G T.O. WALL I I SEE SHEET 13 EL. VARIES T.O. SLAB - EL. VARIES I F_ ` EL 110.8 EL. 103.3 (SHEET 16) I , i MECHANICAL COUPLING TYP D i I 6" TYP. � `� - I 18' O.D. SHORT RADIUS ELBOW D O 2� EL. 112_0 o , I EL. 06.3 EL. 105.5 EL. ,104.7 EL. 103.9 ~ - EL. 112.0 - �- N 176 030.22 w �' T.O. WALL i ' TYP E 1,311,429.19 EL. VARIES i o 18' CANAL GATE .0. 1FFOOTING #5 ® 12 E.F., E.W. ' EL. 111.6 T.O. WALL B I I I EL 114 -8 } EL. VARIES + T.O. SLAB ' ( I EL. 100.1 it I=k - -- I I -�-- - - -- -- - - -- - - - -- - -- - - -- A - - -SEE NOTE TYP -- - -- TO_ WALL �i E.F. i � -- { SEE NOTE 4 � '� - - -� EL 114.8 A T O_ WALL C O ° O e m 4 "4 PERF PIPE DRAIN TYP EL 3 -6 114.8 EL VARIES ' /�\ �,..� o li DISH SLAB LOCALLY TO CONFORM °' TO BOTTOM OF CANAL GATE I -� COMPACTED 'L\ o ' T -0. SLAB ° STRUCTUAL i EL. 107.1 EL. 107.9 EL. 108.7 EL. 109.5 E . 110.3 I EL 107 -3 ¢ ' m FILL; 12° MIN � T.O. SLAB AND 1' -6" I FOR LADDER & HANDRAIL I FOOTING EL 100.1 EL. 116.2 DETAILS SEE SHEET 17 I ' PIPE LE_ 107 -65 (SHEET 16) I .od T.O. SLAB i T.O. WALL I fd- 136-03&-83 0 EL. 103.3 r EL. 116.211, $37 - 116.2 ! -• -- •- -- - -- 4 "0 PERF PIPE CONTRACTOR TO VERIFY ° - IN 12" X 12" __ - Coo? ° __ -__ - - 2 o .. o :. o ENVELOPE OF .� // / / GRAVEL BACKFILL _�- �� _________ ______ _ COMPACTED STRUCTURAL � z EXISTING42" PRECAST + FILL, 12" MIN, SEE NOTE 6 - 0 EL. 6.2 I CONCRETE PIPE t a 4 0 PERF PIPE, TYP AROUND ' SEE NOTE 5--- -- - -- -- - - - - -- `-I #4 C� 12 E.F. 3 N 176,020.26 F PERIMETER AS SHOWN B'... ,�, /$- fi I -. -1 /n E 1,311,482.94 (SHEET 16) 53' -9" r I I NOTES: PLAN /I Y FOR HANDRAIL rLA DETAILS SEE 1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS, NOTES V-0" I CANAL GATE q SHET.0.1 WALL AND ABBREVIATIONS, SEE SHEET 13. FOR HANDRAIL _ 2. FOR FISH LADDER GRADING PLAN, SEE SHEET 8. T.O. WALL EL. VARIES DETAILS SEE EL. VARIES AT. WALL EL. 114.8 SHEET 17 3. FOR FISH LADDER MISC. METALS, SEE SHEETS 17 AND 18. IL�I�IEI� 1' -0" J. I�I0 I_ 4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL _I 11 =1 11 =1 1 =1 I I� I r TI_III -11H I T.O. WALL °00_. CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS. Ro _I Z3 FAR. SIDE o°oY': GRAVEL BACKFILL TYP EXTEND ALL VERTICAL WATERSTOPS 6" INTO SLAB AND TO T.O. WALL _ EL 112.0 ' f- 6" BELOW TOP OF WALL. SPLICE ALL WATERSTOP JOINTS po.o- EL. 111.6 8' -0" TYP. ° o �f I PER MANUFACTURER'S RECOMMENDATIONS. CREST EL 110.3 T.O. SLAB EL. 107.3 5. REMOVE PLUGS FROM UPSTREAM AND DOWNSTREAM ENDS OF EXIST CONCRETE PIPE. SEE SHEET 8. CREST EL. 109.5 #4 0 12 E.W. TYP. CREST EL. 108.7 #5 ® 12 E.F. V -p^ 6. CLAYEY SOILS AND HIGH GROUNDWATER MAY BE ENCOUNTERED #5 ®12 E.F., E.W. UNDER THIS STRUCTURE. CONTRACTOR TO BID WORK ASSUMING v #5 0 12 E.F. og; OVEREXCAVATION AND BACKFILL WITH QUARRY SPALLS AND CREST EL. 107.9 #4 ® 12 E.F. _ T.O. SLAB STRUCTURAL FILL TO OBTAIN A FIRM, SOLID FOUNDATION WILL CREST EL. 107.1 #4 ®12 E.F. o� EL. 107.3 BE NECESSARY. DEWATERING WILL BE INCIDENTAL TO THIS 0 0 - -- I i PDST STRUCTURE. #4 ® 12 E.F. M - = 00 ° 00.0 rvgSx /LCA�R 4 "0 PERF 10 - n #5 C 12 E.F. 1 i °a°Om O °coo F� GRAIN TfP 1 -0,. o O ° «> - , CITY OF RENTOIV T.O. SLAB °�° #5 ®12 E.F. �, \i�,:i ? \�':� WATERSTOP, T1P. 25792 4 EL. 103.3 Cb °go . oO:o O I:p4�.° I SCALE 0 3 6 FEET, FPPROVED poi: ��'G /STERO w�v DEPARTMENT OF PUBLIC WORKS'. O o0 - - - -__ o ��o� 6 S'DNA L Er MAPLEWOOD CREEK FISH CHANNEL PROJECT \ \ \ \ COMPACTED STRUCTURAL FILL,i 3 8' = V -0 _ _ ^ /i; \ \''�' O °O O o0 6 -- ---------------- - - - --' 12 MI NOTE 6 - - _ DATE G- s � " N, SEE NO i i '. EXCEPT AS NOTED D'. exaRC S. 12 2199 FISH LADDER O� $o°Oo ---------- PLAN AND SECTIONS - - - - - -- ------- i /is�%�F/,�f /�. /�}! /a WC f/ -fo -99 DESIGNED: RSP /DEP DATE: 7/1/98 FILE NAME: SHEETIS FISH LADDER BEYOND; ------------------------------ ' _ g DRAWN: wMo SEE SECT D -D, SHEET 16 --------- � ----------------------------- ' '-- Engineers and, Scientists � Bellevue, Washington CHECKED: DPT SCALE: AS SHOWN Fle1D eooK: ante: S'W i7° X26 A Q -------------------------------------- TEL- (425) 602 -4000 FAX: (425) 602 -4020 NO.. REVISION BY APPR. DATE APPROVED: I SHEEF: 15 OF: 22 1413 c n `2a6u 0 F SCANNED IvAq 3 0 2000 D E O d n N x tzn N � N u ro O_ N t1-1 P%i DO rn O M E T.O. WALL FOR HANDRAIL EL. VARIES DETAILS SEE SHEET' 17 III- „I�IIII�'II #5 ® 12 E.F., E.W. I T.O. SLABI b i EL. 103.3 i A ti T.O. WALL EL. 110.E 41' -6" a FOR HANDRAIL - DETAILS SEE SHEET 17 0 P I T.O. WALL EL VARIES 8' -0" TYP. - I�IL�IF"' CREST EL. 108.4 -� = GRAVEL BACKFILL o BN B CA KFILLED WAI I TYP OUTSIDE OF EACH i I 3/8" STAINLESS STEEL PLATE - BENT, MITERED & WELDED PER DETAIL ON SHEET 18 BEND FOR REINF. DETAILS, 3 5/16" 2 11/16" SEE B - B 3/8" STAINLESS STEEL PLATE SHEET 12 _ BENT, MITERED & WELDED M PER DETAIL ON SHEET 18 1' -0° CREST ELEVATION ® EACH WEIR 0 _ FLOW o� 3' -6° 3' -6" 106.3 I � CREST EL 105.5 #4 ® 12 E.W., TYP. 0 CREST EL. 104.7 TYPICAL FISHWAY 6" TYP. WEIR (UPSTREAM ELEVATION } CREST EL 103.9 10 DETAIL 1 CREST EL. 101.5 #4 ® 12 E.W., TYP. #5 ®12 E.F. i r r DRAIN, TYP } #5 ® 12. E.F. #4 ® 12 E.F. T.O. SLAB. I_ #4 ®,12 E.F. 1.1 p p i EL 100.1 0 0 71L b�I, ll JIB` 1 --------------- o 0 oao ao - --------------- a.0 a iJ \i��n�� o� I B.O. WALL EL. 95:5 FOR HANDRAIL. & .LADDER +p DETAILS SEE SHEET 17 B.O.WALL _.2. EL. 95.5 A. E - E r FOR HANDRAIL & LADDER 1 -D - COMPACTED STRUCTURAL _ DETAILS SEE SHEET 17'. 1' -0" _ 8'-0- L. 1' -0" FILL TYP, 12" MIN, SEE -- 3' -0" T.O. WALL NOTE 6, SHEET 15 - Fk: -VARIES T.O. WALL T.O. WALL - EL. 116.2 RESTORE ORIGINAL EL. 107.6 _- i EMBANKMENT TO I r EL. 115.17 i I - iIl= 11IiI�Illlllll #5 0 12 E.F., E.W. #5 ®12 E.F., E.W. -I r FOR WEIR SEE #4 ®12 ENTIRE PERIMETER DETAIL 1, .TYP. (2) #4,. 1' EXISTING 42 "0 I #5 ®12 E.F., E.W. PRECAST CONCRETE TYPICAL TOP OF I FISHWAY WEIR FOR HANDRAIL DETAILS SEE 'off' �pS�o o I "1 1:' -0" 4 °0 PERF EL. 116.2 o w �'� DRAIN TYP EL. 115.17 i T.O. SLAB 100.1 EL #5 ®12. E.F. i WATERSTOP - -- ----- -i #4 0 12, E.F. -- - - -- - i--------------- - --- ---------------- - - --- - -- - e Q Q6o °°�°Q T.O. WALL COMPACTED STRUCTURAL' ' -- - -- -- --- --- - - -- -� / //T j���'1' -0" TYP. EL VARIES FILL TYP, 12" MIN, SEE FISH LADDER BEYOND; SEE SECT E E TO_ WELL NOTE 6, SHEET 15 i D. - D EL VARIES ` - - -' 16' -9" FOR .HANDRAIL & LADDER. DETAILS . ' SEE SHEET 17'. �---- - - - - - -- I � - - -- ��- - - - - -1 -0° I ._ 0 12 ' ',. I EL VARIES E.E. EW J� - - -- -- - - -J'- - - - - - -- 8' -0" TYP. " 1' -0„ T.O. WALL EL. 107.6 I SEE _ 7 FOR TYP. _ ICIE]IL�" M ILam'11 CHANNEL GRADING ° 00 ° �T RSTOP- 6° TYP. I ' : #5 0 12 E.F., EW_ T .O. SLAB EL VARIES o\ CHANNEL I.E. 100.7 S EE GRADING I) CREST. EL. 103.1 �.�... 7.0. SLAB EL. 100.1 1•_0•o I - - -- ----------- -------------- o SHEET 8 CREST EL. 102.3 II 1. 4 "m PERF -�° ° CREST EL. 101.5 #4 ® 12 E.W., TYP. #5 ®12 E.F. i r r DRAIN, TYP } #5 ® 12. E.F. #4 ® 12 E.F. T.O. SLAB. I_ #4 ®,12 E.F. 1.1 p p i EL 100.1 0 0 71L b�I, ll JIB` 1 --------------- o 0 oao ao - --------------- a.0 a iJ \i��n�� o� I B.O. WALL EL. 95:5 FOR HANDRAIL. & .LADDER +p DETAILS SEE SHEET 17 B.O.WALL _.2. EL. 95.5 A. E - E r FOR HANDRAIL & LADDER 1 -D - COMPACTED STRUCTURAL _ DETAILS SEE SHEET 17'. 1' -0" _ 8'-0- L. 1' -0" FILL TYP, 12" MIN, SEE -- 3' -0" T.O. WALL NOTE 6, SHEET 15 - Fk: -VARIES T.O. WALL T.O. WALL - EL. 116.2 RESTORE ORIGINAL EL. 107.6 _- i EMBANKMENT TO I r EL. 115.17 i I - iIl= 11IiI�Illlllll #5 0 12 E.F., E.W. #5 ®12 E.F., E.W. -I r FOR WEIR SEE #4 ®12 ENTIRE PERIMETER DETAIL 1, .TYP. (2) #4,. 1' EXISTING 42 "0 I #5 ®12 E.F., E.W. PRECAST CONCRETE TYPICAL TOP OF FISHWAY WEIR FOR HANDRAIL DETAILS SEE SHEET 17 T.O. WALL 4 EL. 116.2 RESTORE ORIGINAL EMBANKMENT TO �'� EL. 115.17 FOR WEIR SEE DETAIL 1. TYP. ® 12 E.F., E.W. T.O. SLAB EL. VARIES � °� ° _ #5 ®12 E.F. \��i� \ \� \ \�\ F� / \\`. o / : /a 4" 0 PERF DRAIN 712" X 12" ENVELOPE OF GRAVEL BACKFILL #4 ®12 E.F. F F NOTE: 1. EXISTING 42 "0 CLASS IV CONCRETE PIPE (BELL MOUTHED) TO BE CAST INTO WALL. SEE MAPLEWOOD CREEK SEDIMENTATION BASIN RECONSTRUCTION PROJECT DRAWINGS. 2. FOR GRADING AROUND FISH LADDER STRUCTURE SEE SHEET S. D4_21SA of # 1d) SCALE 0 3 6 FEET r I PIPE;.. SEE NOTE 1 I CL 2 "0 PIPE 2 "4 PVC PIPE & I r _ I �.� WA ?L, 3/8" = 1 NOT 1' -0" 1' -0" FEMALE ADAPTER I I &1e .@- o Rr '�' EXCEPT AS NOTED 6" LONG W /THE u c� 0 _ ALL WEIR WALLS. COMPACTED STRUCTURAL z u T.o. sLA6 d`� < a APPROVES 25 92 CITY OF RENTON FILL TYP, 12" MIN, SEE a. ? a a EL. VARIES °QUo, NOTE 6, SHEET 15 T.O. SLAB �O•c,�EGISTERF'9 4� DEPARTMENT OF PUBLIC WORKS pp o a ° ° EL. 107.3 - BY 1%.i� DATE (,- 48 ASS /oNAL E�Gt� -- -- MAPLEWOOD CREEK FISH CHANNEL PROJEC -- - EXISTING PIPE I.E. 107.65; ExaiRES 12.21-99 T.FISH LADDER 4 ® 12 E.F. _ .RHBB CONTRACTORS TO VERIFY SECTIONS AND DETAILS GASKET TYP 0 12 E.F. \ \ \j� \jam \ \\ \ \ /�j\ W4 // �'�mPa f ' /.\ A .�lS- %�u( /i op Dmn xI - /o:�1Q DESIGNED: RSP /DEP DATE: 7/1/98 FILE NAME:. SHEET JZZA DRAWN: WMD LJ _ LI Engineers and Scientists G - CHECKED: DPT /DEP SCALE: AS SHOWN. FlEiD Book: r FI H Bellevue, Washington % - 221 TEL- (425) 609 -4000 - FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 16' OF `rte yi6il�Il ro n 0 L a lam/ x y rt+• � J N 0 M N Go m O M ' 0 E O 6" 17' -6" 9' -0" 6' -6 1/2" 6' -6 1/2" N! 4,_6" 1,- 6., i T.O- WALL I , I EL 114.8 24' -0° REF ' I 1' -3" 3 -86 a 1 T.O. WALL 6" 8' 10° TYP REMOVABLE 2 1/2" 7' -1" REMOVABLE 1 14:5'~ EL 112.0 EL. 116.2 HANDRAIL 2 PLCS 2 PLCS HANDRAIL AT LADDER DOUBLE POST SOCKET " 7" � T.O. WALL _ '_ EL. 115.171 FW/ (2) BOLT TABS; ' -- EL. 114.8 - ' I1 =1 - 11I -1I1 =1 "- SEE DETAIL THIS SHEET _ - II, I" o I SINGLE POST SOCKET -----PL 1/4 X 3° X 2' -5° - W/ (1) BOLT TAB W/ ANCHORS AS SHOWN II RESTORE ORIGINAL T.O. WALL T.O. WALL N - I - EMBANKMENT ELEVATION .EL. 107.6 EL. 107.6 �i PL 1/4 X 3" X 11° EL. 111.3 - 4 & CRUSHED GRAVEL u - - SURFACING W/ ANCHORS 8" C/C IL - ----------------------------------------------- _--- - - - - -- ------------------- - - - - -- - - - ® TYP ALL HANDRAIL 11= 1111111IIIIIIIIIIIITI111 I11 E 1I IE I I-11 P I'- � 1 11 L =11I I L I BASE PCS ki TOP _ I i i =1I I� 11 =1'' GROUND LINE DOUBLE POST SOCKET Z OF SLOPING WALLS BEYOND REF W/O BOLT TABS LADDER PER N GROUND LINE SHEET 18 BEYOND REF I to SINGLE POST SOCKET LADDER u W/0 BOLT TAB a- EL. 107.3 cn LADDER. PER SHEET 18 T.O. SLAB T.O. SLAB EL. 100.1 EL. 100:1 LADDER'& REMOVABLE HANDRAIL ARRANGEMENT I FIXED HANDRAIL & LADDER ARRANGEMENT FIXED HANDRAIL & LADDER ARRANGEMENT INSIDE OF FISH LADDER STRUCTURE LOOKING SOUTH INSIDE OF FISH LADDER STRUCTURE LOOKING WEST INSIDE OF FISH LADDER STRUCTURE LOOKING WEST NOTES: 51' -9" REF I 1. MATERIALS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. S -5" REMOVABLE �� __� I 7' -1" REMOVABLE_ HANDRAIL 8' -0" TYP REMOVABLE HANDRAIL 2 1/2° 2. ALL WELDED CONSTRUCTION, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. HANDRAIL AT LADDER I 5 PLCS 11 6 PLCS 6" 18' -0" 6" 7" DOUBLE POST SOCKET W/ " " I 3. ALL STEEL SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH I (t 6' -0" i SEE DETAIL 1 THIS SHEET (2) BOLT TABS 3 PLCS; 6' -0° THE SPECIFICATIONS. SINGLE POST SOCKET T.O WALL W/ (1j BOLT TAB SINGLE POST SOCKET 4. DO NOT PAINT SURFACES EMBEDDED IN CONCRETE. . I I �I. II II EL 116.2 W/0 BOLT TAB 5. ALL STEEL PIPE HANDRAILS AND LADDERS SHALL BE GALVANIZED AND 3.15 - T.O. WALL SHALL CONFORM TO OSHA STANDARDS. 17.6 1 - „ I EL. 116.2 6 _ 6. ALL SHARP EDGES SHALL BE GROUND SMOOTH. - IIrlI1= 11I- 1I_I -1II Ii lal i�I aoa �� EL. 115.171 _ _ ________ ---------- ____________ __________________ EL. VARIES 7. ALL WELDS SHALL. BE 3/16" CONTINUOUS FILLET WELDS, E70XXELECTRODE, 11= '11r=lI=111 r EL 114.71 (® TOP) UNLESS OTHERWISE SHOWN ON THE DRAWINGS. I- DOUBLE POST SOCKET 8. FURNISH ALL CONCRETE EXPANSION ANCHORS AND CONNECTION BOLTS WHERE W/O BOLT TABS 3 PLCS SUCH ARE REQUIRED. DIAMETER OF HOLES SHALL BE 1/16" LARGER THAN T.O. WALL ANCHORS AND BOLTS INDICATED UNLESS NOTED OTHERWISE. GROUND LINE EL. 110.8 9. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS OTHERWISE BEYOND REF LADDER SPECIFIED ON THE DRAWINGS. 10. ALL STRUCTURAL CONNECTION BOLTS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. ' 11. ALL STEEL PIPE HANDRAILS SHALL. CONFORM TO ASTM A53, SCHEDULE 40. 12. ALL EMBEDDED METALS SHALL BE FABRICATED WITH 3/8" DIAMETER HOLES AT 2'-0" O.C. (MINIMUM 2,HOLES PER LEG) FOR ATTACHMENT TO CONCRETE FORMS PRIOR TO APPLICATION OF REQUIRED FINISH. ON METAL GREATER FIXED HANDRAIL ARRANGEMENT LADDER & REMOVABLE HANDRAIL ARRANGEMENT THAN 3" IN HEIGHT, STAGGER HOLES. INSIDE OF FISH LADDER STRUCTURE LOOKING EAST EL. 107.3 INSIDE OF FISH I LADDER STRUCTURE LOOKING NORTH 13. ALL GRATINGS AND FRAMES SHALL BE GALVANIZED AFTER FABRICATION. 1 <. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 15. ALL FABRICATED METALWORK SHALL BE PROVIDED WITH ADJUSTABILITY FOR 2 1/2° 1 1/2" STD PIPE REMOVABLE CONCRETE TOLERANCES. BOLT 1/2 "0 X 1 3/4" LG HANDRAIL TYP WITH NUT AND WASHER !l� I I I T.O. CONCRETE PL 1/4 X 2 1/2 PL 1/4 X 2" i iiii i X 8" LG WELDED WELDED TO iiii e EA SIDE SCALE 0 3 6 FEET I I I PIPES TYP a ii a - 3/8" 1' -O" "" 2" STD PIPE �' POS 00 TL EXCEPT AS NOTED i I III a X 8" LG TYP OF WA,gN ,� PL 1/4 CLOSURE APPROVED CITY OF RENTON a a 3/8 "0 BAR X 1' -0" LG a IIII 1 25192 '/r WELDED TO BOTTOM OF �0.� ��'CISTER�'� w� DEPARTMENT OF PUBLIC WORKS CLOSURE PLATE (8" : "BY DATE 7'6'%8 �SSrONAL O NOTE: SINGLE POST SIMILAR; BOLT TABS REO'D. LIS FOR SINGLE SOCKETS) MAPLEWOOD CREEK FISH CHANNEL PROJECT ONLY WHERE SHOWN IN HANDRAIL ARRANGEMENTS -I- i2 -21-99 MISCELLANEOUS METAL. DESIGNED: WMD' AND RAILING DETAILS ' EMBEDDED DOUBLE POST SOCKET DATE: 7�1�se FILE NAME: sHEETn ' FOR REMOVABLE HANDRAIL I 4 i -I%,L� DRAWN: WMD, $W : DETAIL I 3„ l.,-O" Engineers aWashinngtion n_2j_ jaB� - BEellew e, Washington CHECKED: DPT /,DEP SCALE: AS SHOWN Flo BOOK: aace I� '(425) 602 -4000 APPROVED: FAX (425) 602 -4020 NO. REVISION BY APPR. DATE or+wro" ar v "ec wowks SHEET: 17 OF: 22 0 0 d � x 9 N r. N 0 N N :J 'SCANNED MAR g 0 2000 i I I r }} 0 0 d � x 9 N r. N 0 N N :J M d- 00 0 00 O E 0 n GRIND. ALL AROUND. w T o� 1 a Z a N w of IL ~Q \�nJ T' d � O 4" 1 1/2" N � M 7/8 "6 HOI F SCALE 0 4 INCHES - N I 1-j ° a _I } vv IZ SLAB cI Q � d 3/4 "0 X.6" CONCRETE 7 EXPANSION ANCHORS] TYP SIDE ELEVATION 3/16 4A t 7/8 "0 HOLE 1 1/4" 1 1/2- f 2 1/2" 4„ I I I io i7 I I d 0 FRONT ELEVATION #6 RE -BAR (3/4 "0) RUNG BAR 2 1/2 X 3/8 8' -0" MAX. POST SPACING I , 1 1 1/2 "0 STD PIPE TYP. i ' TYP.N 3/16 I I M T.O. WALL 1 i i i m L3X2X1 /4X 10 112" LG TYP TYPICAL HANDRAIL DETAILS' 13 3/4" X 4" 11 GA. H.D. GRATING PLANKS 1/4" T.O. GRATING TO BE FLUSH W/ T.O. WALL N \ L4X3X3/8 4 a W/ 5/8 "0 X'6" S -S. _ CONIC. EXP. ANCHORS ® 2' -0" MAX SPACING FASTEN W/ GRATING d MANUFACTURER'S STD HOLD -DOWN CLIPS A - >A SCALE 0 4 INCHES GRATING SUPPORT - DETAIL 3' -6° B. S -6' I 0 1' I, r I I I I I - a FLOW 3" = 1' -0" FORM FROM 12 GA 1' -0' 2" t' -3" REF 2" T304 SS-PL PL TYP; EA 6' -3 5/8° LG TYPICAL LADDER DETAILS UPSTREAM ELEVATION i BAR. 3/8 "0 X 6" LG N T304 S.S.; WELD TO FISHWAY WEIR. EMBEDDED PLATE WEIR PLATE ORIENTATION (2) 3/4" X 2" UHMW -PE BARS 1' -6 1/2° : _ FORMED CHANNELS X 3'-0" LG; DRILL &, TAP 1" TYp a' 0'2:' -0" C/C MAX 0 3' B — B FOR 1/4" SCREWS \ 0 1 GRIND TOP EDGES SMOOTH , 'n 3/8" = 1' -0" L i i ( FOR ROPE ' 1 1 /2" 1' -0„ 12 1 /4COUNTERSUNK 1/4" TYP ) J(y I I (5) 3/4 "0 HOLES THRU PL 1%4 � 3 PLAN ALUM. SCREWS ALUM & 3/4" X 2" UHMW -PE / O 1' —� 153.74' I 135.00' I i i t 1 1/2" - 1' -0" ORIFICE PLATE GUIDE SLOTS T- 91.5 w T -O. CONIC. o — U) w ®o 1 EACH REQUIRED ��� I o a c> i _I BAR 5/8 "0 ° ' ' - w a n = X 5" LG ' ix rail - II 2 7/8" i I m 2 1/4" N r I EL. 89 -3 � - - - -I�- — 0 ; INITIAL 0 .. ' SETTING Z ai ADJUSTABLE ® - - 30 - 'L°1 - 1 UP OR DOWN .25' OR .50' NOTES: 1. FOR NOTES SEE SHEET 17. w ro _ - 0 5/8 "0 HOLE; GRIND ALL (2) 11/16 °0 4 - - �I o I Y T$� = EDGES SMOOTH FOR ROPE N HOLES FOR 5/8" o I EXP. ANCHORS �PL 1/4 ALUM. (6061 -T6) w X 1' -6" X 3' -0" EAST WEIR EL 85.2 vai PL 1/4. ALUM (6061 -T6) X - was g�C,ess, 3" X 6" (2) 1/2" BOLTS, 3/4 "0 HOLE 1 1/2" PL 1/2 X 3" ELEVATION 4gSI lSTSR�G`$ Q NUTS & L'WSRS.; REQ'D. W1 3/4';'0 7" T oNAL E i.> ONE ORIFICE. PLATE ONLY 10'l L4 X 3X : SPLITTER STRUCTURE BOTOM HOLES 1 PL'.ONLY 3/8" X.10" LG EXPIRES, 3 -so -ss ORIFICE 'PLATE LOCKING BRACKETS ORIFICE ASSEMBLY 4p /� 0 1 ORIFICE PLATE BOTTOM /CORNERS &LEDGES 1 EACH REQUIRED I . , , I, 0 2' I i il I i I Engineers and Scientists 1 1/2" V -0" 2 REQUIRED 1 1/2 1 = 1' -0" - 1' 0" Bellevue. Washington 1/2" �vp 27 -22d(r TEL (425) 602 -4000 FAX (425) 602 -4020 N0. REVISION : BY APPR. DATE SCALE 0 1 2 FEET I I I 1" = 1 -0° EXCEPT AS NOTED APPROVED BY Pa DATE 7 -6 -7B c /J D -aa6C, /2 SCANNED i AR 3 0 2000 2r rtt ,. I Y• r�z,,.1> �,'N 5 h F 0 d� x tzd N r w , I ti N In 2' -10° REF i i EMBEDDED 1 /4 °.GALV SAFETY CHAIN W/ ' LADDER RUNGS I (NOT SHOWN)'. / SNAP HOOK & HALF CHAIN LINK EYE WELDED TO HANDRAIL ONE END I 1 1/2 "4 STD ; IPE W/ 3 - i HORIZONTAL RAILS EA SIDE i I I PL 1/4 X 8 WELDED TO ! SIDE OF OUTER PLANKS I i i� i 1 112 "0 STD I FULL LENGTH OF PLANKS 3' MIN PIPE STANCHION I I I 6" 3 SPACES ®2' -0" = 6' -0" 6 PL 1/4 X 4 1/2" " X 9" W/ (2) CON (6) 13 3/4" X 4" 11 GA EXPANSION ANCHORS 6" I H.D. GRATING PLANKS A C/C (ONE POST ONLY) EL. 91.5 d I 1 A \ ° r BOLT TOGETHER W/ 1/2" I I I A307 GALV BOLTS ® 2' -0" C/C L4 X 3 X 3/8 X 7' -0" LG (VIEW FROM INSIDE NORTH WALL) SPLITTER STRUCTURE GRATING & HANDRAIL DETAILS 2 5/16 ' - ' STAINLESS STEEL PLATE 3/8° STAINLESS STEEL PLATE BENT TO 1/2" INSIDE RADIUS �:� MITERED & WELDED AS SHOWN BEND T 3 5/16 "2 11/15° w /_ 1/4° X 2 11/16" HEADED ANCHOR 0 12" SPACING, STAINLESS STEEL, I B NELSON H4LOR APPROVED. N SEE DETAIL PL STAGGER PLACEMENT OF ANCHORS IN THE TWO ROWS. w PLATE DETAIL SCALE 0 4 INCHES GRATING SUPPORT - DETAIL 3' -6° B. S -6' I 0 1' I, r I I I I I - a FLOW 3" = 1' -0" FORM FROM 12 GA 1' -0' 2" t' -3" REF 2" T304 SS-PL PL TYP; EA 6' -3 5/8° LG TYPICAL LADDER DETAILS UPSTREAM ELEVATION i BAR. 3/8 "0 X 6" LG N T304 S.S.; WELD TO FISHWAY WEIR. EMBEDDED PLATE WEIR PLATE ORIENTATION (2) 3/4" X 2" UHMW -PE BARS 1' -6 1/2° : _ FORMED CHANNELS X 3'-0" LG; DRILL &, TAP 1" TYp a' 0'2:' -0" C/C MAX 0 3' B — B FOR 1/4" SCREWS \ 0 1 GRIND TOP EDGES SMOOTH , 'n 3/8" = 1' -0" L i i ( FOR ROPE ' 1 1 /2" 1' -0„ 12 1 /4COUNTERSUNK 1/4" TYP ) J(y I I (5) 3/4 "0 HOLES THRU PL 1%4 � 3 PLAN ALUM. SCREWS ALUM & 3/4" X 2" UHMW -PE / O 1' —� 153.74' I 135.00' I i i t 1 1/2" - 1' -0" ORIFICE PLATE GUIDE SLOTS T- 91.5 w T -O. CONIC. o — U) w ®o 1 EACH REQUIRED ��� I o a c> i _I BAR 5/8 "0 ° ' ' - w a n = X 5" LG ' ix rail - II 2 7/8" i I m 2 1/4" N r I EL. 89 -3 � - - - -I�- — 0 ; INITIAL 0 .. ' SETTING Z ai ADJUSTABLE ® - - 30 - 'L°1 - 1 UP OR DOWN .25' OR .50' NOTES: 1. FOR NOTES SEE SHEET 17. w ro _ - 0 5/8 "0 HOLE; GRIND ALL (2) 11/16 °0 4 - - �I o I Y T$� = EDGES SMOOTH FOR ROPE N HOLES FOR 5/8" o I EXP. ANCHORS �PL 1/4 ALUM. (6061 -T6) w X 1' -6" X 3' -0" EAST WEIR EL 85.2 vai PL 1/4. ALUM (6061 -T6) X - was g�C,ess, 3" X 6" (2) 1/2" BOLTS, 3/4 "0 HOLE 1 1/2" PL 1/2 X 3" ELEVATION 4gSI lSTSR�G`$ Q NUTS & L'WSRS.; REQ'D. W1 3/4';'0 7" T oNAL E i.> ONE ORIFICE. PLATE ONLY 10'l L4 X 3X : SPLITTER STRUCTURE BOTOM HOLES 1 PL'.ONLY 3/8" X.10" LG EXPIRES, 3 -so -ss ORIFICE 'PLATE LOCKING BRACKETS ORIFICE ASSEMBLY 4p /� 0 1 ORIFICE PLATE BOTTOM /CORNERS &LEDGES 1 EACH REQUIRED I . , , I, 0 2' I i il I i I Engineers and Scientists 1 1/2" V -0" 2 REQUIRED 1 1/2 1 = 1' -0" - 1' 0" Bellevue. Washington 1/2" �vp 27 -22d(r TEL (425) 602 -4000 FAX (425) 602 -4020 N0. REVISION : BY APPR. DATE SCALE 0 1 2 FEET I I I 1" = 1 -0° EXCEPT AS NOTED APPROVED BY Pa DATE 7 -6 -7B c /J D -aa6C, /2 SCANNED i AR 3 0 2000 2r rtt ,. I Y• r�z,,.1> �,'N 5 h F 0 d� x tzd N r w , I ti N In C CRO FC ST, 160 PLANTING GROUP 1: UPPER SLOPES IN CROSS- SECTION B -B COMMON NAME SCIENTIFIC NAME PERCENT STOCK SIZE SPACING LOCATION VINE MAPLE ACER CIRCINATUM 20% .CONTAINER 3 -4' 9' OC MINIMUM 5' FROM GRAVEL PATH TOP OF SLOPE TALL OREGON GRAPE MAHONIA AQUIFOLIUM 30% CONTAINER 18 -24" 3 -4' OC TOP OF GRAVEL TO TOP OF SLOPE FSALAL GAULTHERIA SHALLON 50% CONTAINER 18 -24" 3 -4' OC TOP OF GRAVEL TO TOP OF SLOPE PLANTING GROUP 2: LOWER SLOPES IN CROSS — SECTION B —B COMMON NAME SCIENTIFIC NAME PERCENT STOCK SIZE SPACING LOCATION C :.0 CV KEISE--r -267 CUTTINGS 36 -48" 18" OC OHWM TO 0o9—d C.—,x 33% LENGTH 1/2-1"0 TOP OF GRAVEL r�rnvBO�rnmcn- SP ^"-" S 'eos SPIR, EA X p•z -� CUTTINGS 36 -48" 18" OC OHWM TO •I9A:FA,0-,j /oss s3/ LENGTH TOP OF GRAVEL 1/2 -1 "0 SfK)RT-FRU+T`E -B- SALIX ^^ CHY—GA,., A .50% CUTTINGS 36 -48" 18" OC OHWM TO wfLtt3h— Wqh• !-/ouke•rgno LENGTH TOP OF GRAVEL 1/2 -1 "0 011 G FLHIV H / FC STA 0 +00 TO FC STA 4 +75 i LEGEND PLANTING GROUP 1 PLUS CHANNEL HYDROSEED MIX PLANTING GROUP 2 SITE PLAN LOCATION CONTAINER STOCK AS R.EQ'D TO I 3.0' 2.0' 2.0', PLANTING GROUP 1,, EXISTING.. GROUND CUTTINGS 3 PLANTING GROUP 2 A B / \ ICI 2 I O \ I -I I E 0 f I� \/ i TOP OF GRAVEL 20 - % SCALE 0 10 20 40 FEET 1 1 I L v 2 2 I I = TIP 1" = 20'_0., i EXCEPT AS NOTED D426415 APPROVED 2.5 POST BY D DATE -2-48 CHANNEL, 4, aF WASx!'�.� SYMMETRICAL TYPICAL SECTION B - B CITY OF RENTON zs7ez 4 X01 ISTER DEPARTMENT OF PUBLIC WORKS ,..., FC STA 2 +08.65 TO FC STA 7 +68.00 �SSIONAI. ECG`$ MAPLEWOOD CREEK FISH CHANNEL PROJECT ERP ;RES 12 -21 -99 "VEGATATION SITE PLAN A — �i--iJR A © fiS -c%• // 'D/)y />W, i /-/a ,Qq DESIGNED: CMG : 7/1/98 FILE NAME: SIIEETI9 DRAWN: DWH Engineers and Scientists ALE: AS SHOWN FlELB BOOK: PgcE: B.II. -e, Washington CHECKED: DEP _ 4,DATE TEL: (425) 602'. -4000 APPROVED: FAX: (425) 602 -4020 NO. REVISION - BY APPR. DATE SHEET: 19 OF: 22 /A'%3 . 'l? - S1fiSR /3 „.no's n �nnn 6 ,• ,3 Lt .1. ! •i r I r 0 d �'d x o �N xJ w ; 1 � N N o J N l� - -'"'"- CHANNEL HYDROSEED MIX n� SOD �- / HYDROSEED FOR GROUNDCOVER GRAVEL PATH SITE PLAN LOCATION CONTAINER STOCK AS R.EQ'D TO I 3.0' 2.0' 2.0', PLANTING GROUP 1,, EXISTING.. GROUND CUTTINGS 3 PLANTING GROUP 2 A B / \ ICI 2 I O \ I -I I E 0 f I� \/ i TOP OF GRAVEL 20 - % SCALE 0 10 20 40 FEET 1 1 I L v 2 2 I I = TIP 1" = 20'_0., i EXCEPT AS NOTED D426415 APPROVED 2.5 POST BY D DATE -2-48 CHANNEL, 4, aF WASx!'�.� SYMMETRICAL TYPICAL SECTION B - B CITY OF RENTON zs7ez 4 X01 ISTER DEPARTMENT OF PUBLIC WORKS ,..., FC STA 2 +08.65 TO FC STA 7 +68.00 �SSIONAI. ECG`$ MAPLEWOOD CREEK FISH CHANNEL PROJECT ERP ;RES 12 -21 -99 "VEGATATION SITE PLAN A — �i--iJR A © fiS -c%• // 'D/)y />W, i /-/a ,Qq DESIGNED: CMG : 7/1/98 FILE NAME: SIIEETI9 DRAWN: DWH Engineers and Scientists ALE: AS SHOWN FlELB BOOK: PgcE: B.II. -e, Washington CHECKED: DEP _ 4,DATE TEL: (425) 602'. -4000 APPROVED: FAX: (425) 602 -4020 NO. REVISION - BY APPR. DATE SHEET: 19 OF: 22 /A'%3 . 'l? - S1fiSR /3 „.no's n �nnn 6 ,• ,3 Lt .1. ! •i r I r 0 d �'d x o �N xJ w ; 1 � N N o J N l� J/ X64 EL EL Ln c6 00 Co 0 r- 0 E O a PLANTING GROUP 3: UPPER SLOPE IN CROSS— SECTIONS D -D, E -E AND F —F COMMON NAME SCIENTIFIC NAME PERCENT STOCK SIZE SPACING LOCATION VINE MAPLE ACER CIRCINATUM 20% CONTAINER 3 -4' 9' OC TOP OF GRAVEL TO TOP OF SLOPE MOCK ORANGE 'PHILADELPHUS LEWISII 20% CONTAINER 3 -4' 6 -9' OC TOP OF GRAVEL TO TOP OF SLOPE PACIFIC NINEBARK PHYSOCARPUS 20% CONTAINER 3, -4' 3 -4' OC TOP OF GRAVEL CAPITATUS TO TOP OF SLOPE TALL OREGON GRAPE MAHONIA AQUIFOLIUM 20% CONTAINER 18 -24" 3 -4' OC TOP OF GRAVEL TO TOP OF SLOPE SNOWBERRY SYMPHORICARPOS 20% CONTAINER 18 -24" 3 -4' OC TOP OF GRAVEL ALBUS TO TOP OF SLOPE PLANTING GROUP 4: LOWER SLOPE IN CROSS— SECTIONS D —D AND F- F COMMON NAME SCIENTIFIC NAME PERCENT STOCK SIZE SPACING LOCATION RED -STEM DOGWOOD CORNUS STOLONIFERA 40% CUTTINGS 36 -48" 18" OC OHWM TO TOP LENGTH OF GRAVEL (3') 1/2 -1 "4 NATIVE WILLOWS, E.G., SALIX SPP., E.G., S. 40% - CUTTINGS 36 -48" 18" OC OHWM TO PACIFIC WILLOW, SCOULER'S LASIANDRA, S. LENGTH TOP OF GRAVEL WILLOW SCOULERIANA 1/2 -1 °0 RED ELDERBERRY SAMBUCUS RACEMOSA 20% CUTTINGS 36 -48° 18" OC OHWM TO 1 LENGTH TOP OF GRAVEL 1/2-1 "0 1 1 CONTAINER STOCK PLANTING GROUP 3 SEE PLAN FOR TOP OF BANK TREATMENT, HYDROSEED, SOD OR AS REQ'D TO MATCH 2-0' GRAVEL TYP EXISTING GROUND CUTTINGS PLANTING GROUP 4 2 ° -I - I , 7 \ TYP > 2.5' CHANNEL, SYMMETRICAL TYPICAL SECTION D - D FC STA 9 +46.00 TO FC STA 14 +00.23 SCALE 0 3 6 FEET 3/8" 1' -0" I---14 Engineers and Scientists Bellevue, Washington TEL- (425) 602 -4000 FAX: (425) 602 -4020 NO_ IV- NEW TREES - PLANTING GROUP 5 LEGEND PLANTING GROUP 1 PLUS CHANNEL IIrr••••••------•••••• HYDROSEED MIX PLANTING GROUP 2 PLANTING GROUP 3 PLUS CHANNEL HYDROSEED MIX PLANTING GROUP 4 CHANNEL HYDROSEED MIX SOD ! HYDROSEED FOR / GROUNDCOVER GRAVEL PATH ® NEW TREES GROUP 5 042b414 5 SITE PLAN LOCATION TOP OF GRAVEL APPROVED A ID j BY_D DATE x-9-98 SCALE 0 10 20 40 FEET I i I I POST 1" = 20' -0" WAS h.��� EXCEPT AS NOTED � FQ Ra 25792 CITY OF RENTON ISTERF'� ��� DEPARTMENT OF PUBLIC WOI �SSIONAL El1C'1 MAPLEWOOD CREEK FISH CHANNEL PRC EXPRES 12 -21-99 VEGETATION SITE PLAN B AND SECTI( C!> /) "- 22601,4 SCANNED IkAQ30'Low r , F MWU 3f � a yI1 m O � d n b m 9 r w � ; �N1 � N y All ti N 4-A D C)V /0 SCANNED i¢lHtt 1 u [wu i r r v� r n � a N xJ a a I � N r w 1 o � lie y dh I n, 1u >c D W w f Z Ld p �} �'r�- LEGEND L'ok F I % \ ��• /% �— �,f APPROX u� •`�• I EDGE OF I '• t / \� E ASPHALT a �- `'�. HYDROSEED / \J r DISTURBED AREA . \ 0 \ �� //4 PLANTING GROUP 3 PLUS CHANNEL I � �� -- � '� i \\ "• � � � � � "'`t '1 � ' Ij VltGRAVEL HYDROSEED MIX IIr' �� ? /,� �� • \`�, i �� _. / :PATH.. ---- 1•`p ___�-- ��,' -�__ �._ fASPN rX RESTO E ANY �,'- I t - ,� I -- _ __ ro,, o DAMAG ASPHALT I I ; /., " I Ih - 'II i / ACpI-{AL �' t v °o °v °o °v °o °v ° PLANTING GROUP 4 Ir +� g°p, °o °n°g g° o°e a wgg? o a Do oa a oaa e u e a ^ � HYDROSEED FOR 000e a 800ge eg ea. - can4a a,. 11 a. Mr GROUNDCOVER T" STOCK CONTAINER STOCK GROUP 3 PLANTING GROUP 3 MC SEE PLAN. SHEET 6 SEE PLAN 'SHEET 6 FOR DIMENSION FOR' BOTTOM DIMENSION TO TOE OF SLOPE SITE PLAN LOCATION DO NOT DISTURB f EXISTING LEFT BANK I ( I.. TOP OF SLOPE VARIES 1' -0 "t ' 1 (I `i���_- � TOP OF GRAVEL I D D ## __- OHWM 1 �y �1 SCALE 0 I .110 20 I 40 FEET I 1 ## CUTTINGS 2 MIN EXCEPT PLANTING GROUP 4 1 ° 20' -0" T \ � � ��'` � T AS NOTED STREAMBED GRAVEL, 12" MIN. DEPTH I APPX. f# SLOPE NORMALLY 2H:1V BUT VARIES AT TRANSITIONS; fL CHANNEL PRIOR TO SEE SPUTTER STRUCTURE GRADING PLAN SHEET 8 THIS CONSTRUCTION APPROVED TYPICAL SECTION F F POST BY v DATE -6-48 (LOOKING DOWNSTREAM) 4 G WAShfLA MC STA 7 +80 TO tAC STA 9 +50 SCALE 0 3 6 FEET CITY 25792 3/8:, 11'-O oz �ECISTER�'9 ty�v�4 DEPARTMENT FSSIONAL E?�\ MAPLEWOOD CRI EXPIRES 12 -21 -99 VEGAT, / \ t-+ 7..� DESIGNED: CMG. :Df .. DRAWN: DWH Engineers and Scientists SC Bellevue, Washington CHECKED: DEP TEL- 425) 602-4000 R APPROVED: FAX 425) 602 4020 N0. REVISION BY APPR. DATE . ` SYMMETRICAL TYPICAL SECTION E - E MC STA 6 +68 TO MC STA 7 +02 SCALE 0 ....3 6 FEET 3/8 1'-0" V ro C] Oy� d G w o H f� ti j y:tt<t kt '.3,t •1 , �,. %; I 1 .; r" e,.F,E r , ,, I [�_,, d.,.x,�id•,r.; u �s� ".. f „� ,. ' r, . I �I :,3s'tl"���' � �I`�t` ` i� ��i ; lar�� h I I ' e z 1" u D 8" E! Z O Ho' E E_ o< E- 'a W -a: A C E 02 U) 0 Z FUTURE ROCK WALL PLAN VIEW NO SCALE N,q 16" x 8" TEE (MJxFL) L Ld 8" GATE VALVE (FLxMJ) co (TYPICAL FOR OTHER SIDE) I pa, 0 W _22 EP In D a N PHONE... _lm 'IT 4 T V. --EXISTfNGi GRAVEL CART PATH I 7_77� (D CN z UJ Q +1 PROVIDE RAMP OVER 0 S FOR CARTS 3� - — — — ----- — — — — — — — — — — — — - --s T. V. 7v 120 L.F. — 8" D.I. 'TEMPORARY BY—PASS VYATER LINE Al J3 C) EXISTING FENCE Dw� Of 0 CONSTRUCTION SEQUENCING NOTES PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS. INSTALL DEAD-MAN BLOCKS ON EXISTNG 16" WATERLINE 0 C) 0 1 at 0 Li w CC-, 8" E! Z O Ho' E E_ o< E- 'a W -a: A C E 02 U) 0 Z EXIST 16" WATER FUTURE ROCK WALL PLAN VIEW NO SCALE N,q 16" x 8" TEE (MJxFL) L Ld 8" GATE VALVE (FLxMJ) co (TYPICAL FOR OTHER SIDE) I pa, W _22 EP In D EXIST 16" WATER FUTURE ROCK WALL PLAN VIEW NO SCALE N,q 16" x 8" TEE (MJxFL) L CD 8" GATE VALVE (FLxMJ) co (TYPICAL FOR OTHER SIDE) I pa, W _22 EP In a N PHONE... _lm 'IT 4 T V. --EXISTfNGi GRAVEL CART PATH I 7_77� (D CN +1 PROVIDE RAMP OVER S FOR CARTS 3� - — — — ----- — — — — — — — — — — — — - --s T. V. 7v 120 L.F. — 8" D.I. 'TEMPORARY BY—PASS VYATER LINE Al J3 a 4 1 1 4-o e Xt S4-ot) W /L' 4 EaJr so �ln� EXISTING FENCE Dw� CONSTRUCTION SEQUENCING NOTES PROVIDE CONSTRUCTION FENCING AROUND ALL EXCAVATIONS. INSTALL DEAD-MAN BLOCKS ON EXISTNG 16" WATERLINE ALLOW 3-DAY CURING TIME FOR CONCRETE INSTALL NEW 8" D.I. BY-PASS LINE ON TOP OF EXISTING 'GROUND USING VICTAULIC COUPLING FOR PIPE JOINT RESTRAINTS OR 0 OTHER APPROVED METHODS MAPLE VALLEY HIGHWAY EXISTING GROUND EL. = 70'± WATERLINE 16' EL. = 66 69' POWER g,� �--, &I. I& R 4' DIA. GRAY PVC EL. - , PHONE 4' DIA WHITE PVC EL. PLACE CONCRETE 16"PIPE AGAINST UNDISTURBED N — L EARTH BOTH FACES Ac+,,l V�� - 3' CUT AND CAP EXISTING 16" WATER LINE AND SHACKLE CAPS TO DEAD-MAN BLOCKS AS-BoiLTNOTES T.V. 2- DIA WHITE PVC EL. = 63,,59' (-(NJITE- ELEVATIONS AT TOP OF PIPES) INSTALL 16"x 8" TEE AND VALVES AND CONNECT TO BY-PASS LINE :NSTALL cars SACK NEW 16" D.I. PIPE IN STEEL CASING, VERTICAL BENDS, AND TEMPORARY END CAPS AND BLOW-OFFS. PRESSURE TEST NEW PIPE, DISINFECT AND OBTAIN PURITY TESTS. SHACKLE RODS __ DA _Z NC [AS REQUIRED) 3000 PSI MIN \LC 6 - SHACKLE RODS PLAN VIEWFOR 1 PIPE REMOVE TEMPORARY CAPS AND CONNECT TO EXISTING 16' WATER, CLOSE NEW 8" GATE VALVES AND INSTALL 8" MJ PLUGS. REMOVE ALL TEMPORARY PIPE. RESTORATION REQUIREMENTS EXISTING BOX CULVERT 4 REBAR 12" D.C. EACH WAY ENTER IN CONCRETE t THE UPPER 12 INCHES OF THE FAIRWAY SHALL BE RESTORED WITH CLEAN WELL DRAINING SAND SIZED MATERIAL, MAXIMUM PARTICLE SIZE OF 1/4 INCH. NATIVE SOIL FROM EXCAVATION WILL BE ACCEPTED IF IT MEETS THE,ABOVE MATERIAL DESCRIPTION. THE FAIRWAY SHALL BE COMPACTED AND GRADED LEVEL WITH THE ADJACENT GROUND. THE GROUND MAY BE LEFT BARE. FUTURE CREEK CROSS-SECTION TYPICAL CONCRETE DEADMAN ANCHOR CART PATH SHALL BE RESTORED WITH GRAVEL TO MATCH EXISTING. A A 2• rl.I�TIN. GROUND (i CHANNEL EXISTING GROUND AS REQ�D 5.4• 5' 0. 4.0 1 zo• 1 2-0' 4.0' OR ROCK �LACEMENT 10* — — — AW 5' 5.4• '�-5/8_ MINUS CRUSHED GRAVEL BACKFILL�H&� I EXISTING GROUND +1 3-MAN ROCKS, TYP.. a LF VARY DIA ETER OF VAR LES. ROCK TO MATCH SEE EXISTING GROUND PROFILE 2 12" VG. DLP I H NATIVE FILL MATERIAL, TYP_ 4- J. _H STREAMBED GRAVEL, 6 1 12" DEPTH. 12" SLEEVE (Mi) SPE61W", PROVISIONS SPECIFICATIONS Iff IMPERVIOUS LAYER. SEE SPECIAL PROVISIONS FOR SPECIFICATIONS 12" SLEEVE (1,U) SHACKLE RODS (TYPICAL) 2.5 EXISTING 6 -3/4" (TYPICAL) CONCRETE DEAD-MAN BLOCK CALL BEFORE YOU DIG (SEE DETAIL) CONCRETE DEAD-MAN BLOCK (SEE DETAIL) 16"- D 48 HOUR LOCATOR 16- 45' BEND (MJxMJ) APPROVED W- 45' BEND (RJxM4) CASING INSULATOR 1-800-424-5555 STEEL PER PIPE SECTION (TYPICAL) llFq (�32 L1 -2i.- W- EL CASING 16- 45• BEND (RJ%MJ) BY.Q��d DATE 1-4-18 I SEAL PIPE END TO CASING WITH CASCADE SYSTEM CASING END SEAL OR EoujvALENT (TYPICAL) :1, 42 L.F. OF 16" D.I. RESTRAINED JOINT PIPE 4506(tv J�mwvl Yum WAS 0 m. 0 n -1 -S�l A lQ