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S 1208-00020 ' SPECIAL INSPECTION REQUIRED State of Oregon Structural Specialty Code 4, BONITA COURT APARTMENTS _......, �� ❑ Conorete and Reinforcing Steel Bolts Installed in Concrete a m e c ❑ Special Moment-Resisting Concrete Frame ❑ Reinforcing Steel&Prestressing Steel Tendons foster BANK STABILIZATION ALONG FANNO 2EEEE ❑ ng Amec Foster Wheeler 0 Reinforced Gypsum Concrete Environmentac & Infrastructure, inc. 7759 SW BONITA ROAD TIGARD , OREGON 97223 ❑ Insulating Concrete Fill 7376 S.W. Durham Road Portland,OR 97224 ,.{❑l Spray Applied Fire-Resistive Materials _�LL.J Pilings, •Drilled Piers and Caissons ❑ Shotcrete 0 Special Grading, Excavation and Filling ❑ Smoke-Control Systems TITLE SHEET ❑ Other Inspections r-- - -, .•- 3.32W- .. 1YIUJ\\%040: 1. i mrimMo IIIMMXImm* mib 1,14 SW Wainu t St wail' " ' s Si r r� cy�D 70.7s AAGIN 1 �, +moi CM Sct f'�, ' Q r Mill Ti gard _iS I�1 a ARD t 111 ,4 �toN,0° �„CITY OF TIG / (IVILVAIOA: , q,� ON Approved t?�] -Conditiortall A roved [ ] q E. 8 SW G a er de St SW M CD Of11Di d St P #a• Way See Letter to:Follow [ ] ‘VIIAttachedoc:V d C r i' Permit Number: Llkl {' < • cn co 5 r4tJt i _ f� z �'' Address' s q ,� • By:�.�a� Date: -t - l S� , i tarn Rd Twalrty SW Bonita Rd Bonita Rd s ,� c,��: << �s Wii> lllug a . 011 King v r ` Park - t. r. as . o c, • s F ._ . Ci . if C7 Z • C.."7" ♦ h. ` U (7a V 0 LL D 2 LL LL ` - m o f. rr + •-: ! f ,:. SW Durham RdC __ _ TO aid c ° - LL _ - r_ :,. High 141 , ► -- - C.., . ' my I Airt . .„_,._ rior.„,,,. , c, , c ... 0._ 5 .k. vs or R • ; _: _ _ _ i N a Cook , W Park Dur ..�.....-._. I o "� = ham slugs � ; ar Junior � c High • [ • o _ 411. a.�" W t v5t W _. a .. - .. .-� _. I.l :-,�i•,- 0' 1000' 2000' 3000' �/ fl' 250' 500' 750 VICINITY MAP AERIAL PHOTO .6•661.,-5oa' 0 W O VALIDITY OF PERMIT Z THE ISSUANCE OFA PERMIT Z Z M INDEXOF DRA\IVINGSBASEDONCONSTRUCTION EOTHI WC Q Q N DATA SHALL NOT PREVENT C LL 0 N- THE CODE OFFICIAL FROMI: CD REQUIRING THE CORRECTION OF ERRORS. OS OFFICE COPY < z Z GENERAL �'fCTURAL � � O G-1 TITLE SHEET SH-1 SOLDIER PILE WALL - PLAN AND ELEVATION I— Q z W G-2 NOTES AND ABBREVIATIONS SH-2 SOLDIER PILE WALL - DETAILS Et Z m SH-3 SOLDIER PILE WALL - DETAILS CITY OF TIGARD D 00 CIVIL SH-4 SOLDIER PILE WALL - DETAILS REVIE D FOR CODE COMPLIANCE 0 j > o SH-5 SOLDIER PILE WALL - DETAILS Approved: 1 0 C-1 EXISTING SITE CONDITIONS OTC: 1 ] < < N O7 Q C-2 PROPOSED SITE PLAN AND TEMPORARY BENCHES LANDSCAPE Permit#: .15. ��'( 9- oo p �� I- J in (i Address: 17E9 s-Lr . r- :-+e. r d z m ti I— P C-3 FINAL GRADING PLAN AND CROSS SECTIONS Suite #: il C-4 CIVIL DETAILS L-1 TREE REMOVAL AND PROTECTION PLAN0 < POTENTIAL UNDERGROUND FACILITY OWNERS NOTICE TO EXCAVATORS: By: _ Date: 7- O_ ) C-5 CIVIL DETAILS L-2 REVEGETATION PLAN COgi DIG ; SAFELY ATTENTION: OREGON LAW REQUIRES YOU (f) TO FOLLOW RULES ADOPTED 9Y THE C-6 PARTIAL CREEK ISOLATION DETAILS L-3 REVEGETATION DETAILS a OREGON UTILITY NOTIFICATION CENTER. C-7 EROSION AND SEDIMENT CONTROL PLANCALL THE OREGON ONE-CALL CENTER (1411110 "a1-800-332-2344 THOSE RULES ARE SET FORTH IN OARC-8 EROSION AND SEDIMENT CONTROL DETAILS MITIGATION z 952-001-0010 THROUGH OAR t;P° o 952-001-0090. YOU MAY OBTAIN /, C-9 EROSION AND SEDIMENT CONTROL NOTES AND �It Of Tigard Erosion Gontr°I CIN OF TIGARD Q To Schedule inspections: A COEMERGENCY TELEPHONE NUMBERS COPIES OF THE RULES BY CALLING THE � t !� J�ti` DETAILS M-1 MITIGATION PLAN Ppro�e by Planning = CENTER. V 4s� Call (503) 639-4173 Date: � �q DATE NW NATURAL GAS (NOTE: THE TELEPHONE NUMBER FOR it ection: M-F lam-spm 503-226-4211 EXT.4313 THE OREGON UTILITY NOTIFICATION kkj� O/� piortotootingginspection I!'1111 31�; ____-_ 'L MAY 2D18i AFTER HOURS 503-226-4211 r J1 PROJECT NO. n CENTER IS (503) 232-1987). = +\ Final inspection: 7-61M-133560 i prior to final building inspection PGE 503-464-7777 QWEST 1-800-573-1311 SHEET 't FINAL L DESIGN VERIZON 1-800-483-1000 G-1 FOR CONSTRUCTION i g SHEET 1of20. i NOTE:THESE DRAVA NOS ARE THE PROPERAY OF A.EC FOSTER YMEELER ENNRONMENT ANO INFRASTRUCTURE.IMO AND ARE NOT TO BE REPRDWCED IN ANY AMIf•ERIMTHOVT THE EXPRESS WRRTEN CONSENT OF AMSC FOSTER N4EELER ENVIRONMENT AND INFRASTRUCTURE,WC AND RS WEIR' +VIEWED FOR THIS DRAWING IS FULL SIZE WHEN PLOTTED 22" x 34" CODE COMPLIANCE GENERAL NOTES: TIER III oRIVSTANDARDS. PERMIT INFORMATION ABBREVIATIONS - 29. EQUIPMENT AND TRUCKS MUST BE IN GOOD WORKING ORDER. EQUIPMENT WILL CLEANED BEFORE 1. DEPARTMENT OF STATE LANDS PERMIT NO. 60811-RF. CONTRACTOR SHALL @ AT NTS NOT TO SCALE -; 3 1. THE INTENT OF THESE PLANS IS TO PROVIDE BANK STABILIZATION MEASURES TO PROTECT AN EXISTING APARTMENT BUILDING DUE TO A SLOPE FAILURE ADJACENT TO THE BUILDING AND ALONG ARRIVING AT THE SITE TO ALLOW INSPECTION BY THE CONTRACTOR. UPON ARRIVAL, THE ADHERE TO THE PERMIT AND CONDITIONS. & AND NO NUMBER . _- , • FANNO CREEK. CONTRACTOR WILL INSPECT EQUIPMENT AND TRUCKS FOR LEAKS,AND ANY REPAIRS WILL BE MADE ABV ABOVE OA OVERALL _ PRIOR BEGINNING WORK. DURING THE COURSE OF THE PROJECT,THE CONTRACTOR WILL ADJ ADJACENT OC ON CENTER a m e c 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OF OREGON STANDARD IMMEDIATELY CLEAN UP ANY IMPACTED SOIL RESULTING FROM SPILLED HYDRAULIC OILS OR OTHER 2.UNITED STATES ARMY CORP OF ENGINEERS(USAGE) PERMIT NO. NWP-2017-529. ADJUST ADJUSTABLE OD OUTSIDE DIAMETER SPECIFICATIONS FOR CONSTRUCTION AS UTILIZED BY APWA/ODOT INCLUDING ANY SUPPLEMENTAL HAZARDOUS MATERIALS FROM EQUIPMENT. CONTRACTOR WILL HAVE ABSORBENT PADS AVAILABLE CONTRACTOR SHALL ADHERE TO THE PERMIT AND CONDITIONS. APWA AMERICAN PUBLIC WORKS ODOT OREGON DEPARTMENT foster SPECIFICATIONS, SPECIAL PROVISIONS, OR LOCAL AMENDMENTS, ON SITE FOR IMMEDIATE USE IN THE EVENT OF AN EQUIPMENT LEAK. ASSOCIATION OF TRANSPORTATION 3. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 30. THE CONTRACTOR WILL COMPLY WITH ALL REQUIREMENTS OF THE VARIOUS APPLICABLE SAFETY B MINNBETWEEN OHP OVERHEADHIGHGWATER wheeler NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR CODES(E.G. OSHA)AND PERMITS ISSUED FOR THIS PROJECT. COMPLETE COPIES OF ENVIRONMENTAL- 3.CONTRAGON DEQ 4 H1 LLWADHERE TOY HCE PERMIT AND CDANED MAY 8,2018. WN OHW ORDINARY 952-001-0100.THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: PERMITS ISSUED FOR THIS PROJECT ARE INCLUDED IN THE BID DOCUMENTS. (SEE PERMIT CONTRACTOR SHALL THE PERMIT CONDITIONS. BEY'DWBEYOND OSP OPPOSITEC BLW BELOW OSHA OCCUPATIONAL SAFETY Amec Foster Wheeler THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS(800)332-2344. INFORMATION). BOT BOTTOM AND HEALTH Environment & 4. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE.ALL UTILITIES 31. CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC HEALTH AND SAFETY PLAN TO ENGINEER FOR 4.CLEAN WATER SERVICES, SERVICE PROVIDER LETTER DATED MAY 15,2018, FILE# CIP CAST-IN-PLACE ADMINISTRATION Infrastructure, Inc. MAY NOT APPEAR ON PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY APPROVAL PRIOR TO MOBILIZATION. 18-001286. CONTRACTOR SHALL ADHERE TO THE LETTER AND CONDITIONS. CL CENTERLINE PCC PORTLAND CEMENT 7376 S.W. Durham Road COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING CMP CORRUGATED METAL PIPE CONCRETE Portland,OR 9722432. THE ENGINEER SHALL MAKE THE DRAWING FILES AVAILABLE TO THE CONTRACTOR'S SURVEYOR CONC CONCRETE OR"POTHOLING".THE UTILITY"ONE-CALL"NUMBER IS(800)332-2344 OR 811. PL PLATE (AUTOCAD FORMAT) FOR PURPOSES OF DEVELOPING A STAKING PLAN. THE CONTRACTOR WILL BE 5.CONTRACTOR SHALL PROCURE A PLUMBING PERMIT FROM CITY OF TIGARD WITH CONT CONTINUOUS PREFAB PREFABRICATED 5. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. CONTRACTOR RESPONSIBLE FOR ENSURING THAT CONSTRUCTION STAKING FAITHFULLY REPRODUCES THE ASSISTANCE FROM ENGINEER. COORD COORDINATE QTY QUANTITY SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE ENGINEER'S DESIGN ON THE GROUND. CPP CORRUGATED PLASTIC RAD, R RADIUS THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR POTHOLING. PIPE REQ'D REQUIRED 33. MATERIALS REMOVED FROM THE SITE SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL 6.CONTRACTOR SHALL PROCURE AN EROSION &SEDIMENT CONTROL PERMIT CWS CLEAN WATER SERVICES ROW RIGHT OF WAY NOTES AND 6. THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, ELEVATIONS, TYPES AND SIZES OF LOCAL, STATE AND FEDERAL RULES. FROM CITY OF TIGARD WITH ASSISTANCE FROM ENGINEER. DET DETAIL SCH SCHEDULE EXISTING UTILITIES PRIOR TO CONSTRUCTION FAR ENOUGH IN ADVANCE TO ALLOW NECESSARY 34. THE FOLLOWING DOCUMENTS ARE INCORPORATED INTO THE PROJECT BY REFERENCE ONLY: DEQ DEPARTMENT OF SCH'ED SCHEDULED ABBREVIATIONS ADJUSTMENTS IN GRADE AND SHALL NOTIFY ENGINEER OF NEED TO ADJUST GRADES.ANY ELEVATION "GEOTECHNICAL DATA REPORT', PREPARED BY SHANNON&WILSON, DATED MAY 4, 2018&FINAL ENVIRONMENTAL SD STORM SEWER ADJUSTMENTS SHALL BE INCIDENTAL TO THE WORK. GEOTECHNICAL ENGINEERING REPORT', PREPARED BY SHANNON&WILSON, DATED MAY 8, 2018. 7. A SCIENTIFIC TAKING PERMIT FROM ODFW WILL BE REQUIRED AND WILL NEED TO QUALITY SHT SHEET 7. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE STORM DRAINS AND DOWNSPOUTS BE APPLIED FOR 4-6 WEEKS IN ADVANCE OF CONSTRUCTION. DIA DIAMETER SIM SIMILAR AFTER ALL GRADING IS COMPLETE. THE CONTRACTOR SHALL SUPPLY A WRITTEN TV REPORT AND 35. ANY INSPECTION BY THE CITY, CWS, ENGINEER OR OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE. DBH DIAMETER AT BREAST SPEC'D SPECIFIED THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE HEIGHT VIDEO DVD FOR APPROVAL ONCE GRADING WORK IS COMPLETE. SPECS SPECIFICATIONS CONTRACT DOCUMENTS,APPLICABLE CODES,AND AGENCY OR PERMIT REQUIREMENTS. 8.PERMITS MUST BE KEPT ON-SITE AT ALL TIMES. DWG DRAWING SS SANITARY SEWER .E0 PROFE INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE EA EACH " F,.! Fs STL STEEL CONTRACTOR. 36. INSPECTITHE ONSARE COMPLETED BY AUTHORIZETOR SHALL BE RESPONSIBLE D INSPECTORS PRIOR TO PROCEEDING ENSURE THAT ALL REQUIRED OR WITH NECESSARY ELEC • ELECTRICAL STRUCT STRUCTURAL C/, NGirtl �R S;, EMBT EMBEDMENT �, y 9. TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. CONTRACTOR SHALL GROUT PLUG THE SUBSEQUENT WORK WHICH COVERS OR THAT IS DEPENDENT ON THE WORK TO BE INSPECTED." SURF SURFACE ,� • • T++ ' (- REMAINING ENGINEER T&B TOP AND BOTTOM � � REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE REQUIRED BY THE FAILURE TO OBTAIN NECESSARY INSPECTION(S)AND APPROVAL(S)SHALL RESULT IN THE EL, ELEV ELEVATION ENGINEER. CONTRACTOR BEING FULLY RESPONSIBLE FOR PROBLEMS ARISING FROM UNINSPECTED WORK. EQ EQUAL TBD TO BE DETERMINED THK THICK/THICKNESS 10. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND 37. IF SPRINGS THAT ARE NOT SHOWN ON DRAWINGS, OR GROUNDWATER IS ENCOUNTERED DURING EXTG EXISTING ,gyp TOP TOP OF FOOTING ELEV. f3 SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF THE CONDITIONS FN FD FINISH FLOOR ELEVATION NDATION TOW TOP OF WALL ELEV. 9+ 2 POP ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING FOUND. FIN FINISH 04 NP TYPICAL q E. S WORK.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL FLR FLOOR UON UNLESS OTHERWISE „ (0-30-12 DEVICES FOR STREETS AND HIGHWAYS(MUTCD), CURRENT EDITION,AS SUPPLEMENTED AND NOTED FT FEET AMENDED BY THE OREGON SUPPLEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FTG FOOTING USACE UNITED STATES ARMY 0. _ REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT.THE CONTRACTOR SHALL SUBMIT A GA GAUGE CORP OF ENGINEERS a TRAFFIC CONTROL PLAN TWO WEEKS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE FOR GALV GALVANIZED VERT VERTICAL W o CO ENGINEER REVIEW AND APPROVAL. GC GENERAL CONTRACTOR VIF VERIFY IN FIELD 11. ACCESS TO THE ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL HDPE HIGH DENSITY W/ WITH DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL. POLYETHYLENE W/O WITHOUT Z EFFECTIVE ACCESS IS ESTABLISHED. HGT HEIGHT WQ WATER QUALITY a HORIZ HORIZONTAL o n 12. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF IE INVERT ELEVATION a ; I- CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. THE CITY OF TIGARD RESERVES THE IN. INCH W RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO IR IRRIGATION ''- 0 EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY, IF CONTRACTOR REQUIRES MANUF MANUFACTURED 0 o z IMPACTS TO BONITA ROAD. MAT'L MATERIAL Cl: W MAX MAXIMUM Z 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE MIN MINIMUM LL CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, MH MANHOLE FREE FROM OBSTRUCTIONS AND HAZARDS. MISC MISCELLANEOUS 14. THE SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND . NA NOT AVAILABLE VIOLATION SHALL BE CAUSE FOR STOPPAGE OF WORK.THE CITY OF TIGARD AND/OR CWS MAY AT ANY NG NATURAL GRADE cp TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. NOM NOMINAL 4 ^- NMFS NATIONAL MARINE ; N 15. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 7:00 P.M.TO 7:00 FISHERIES SERVICE 0 a A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 7:00 P.M.TO 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 m T W P.M. TO 9:00 A.M. SUNDAY. a . N 0 16. THE CONTRACTOR SHALL PROVIDE TO BONITA COURT APARTMENTS AND ENGINEER, IN WRITING, THEw. - N NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND, IN GENERAL,WILL BE RESPONSIBLE IN CASE SECTION AND DETAIL DESIGNATIONS OF ANY EMERGENCY.THE CONTRACTOR SHALL NOTIFY BONITA COURT APARTMENTS AND ENGINEER, UJ IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. w 17. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER RIGHT-OF-ENTRY SECTION DESIGNATIONS AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY 1 EXECUTED EASEMENTS, SHALL BE PROVIDED TO BONITA COURT APARTMENTS AND THE ENGINEER. SECTION LEI i ER V 18. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION.ALL UTILITIES, A 1 ArA' DESIGNATION co F„ O CONTRACTORS,AND CITY OF TIGARD REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. w z 0 CO N 19. BONITA COURT APARTMENTS AND/OR ENGINEER HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT C Q < NI SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. DETAIL DESIGNATIONS G 11- 0 Imo• 20. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY BONITA COURT f t 11 Et 0) V APARTMENTS AND THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 21. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL FLAG TREES PROPOSED FOR REMOVAL OR DETAIL _ < z < Z Q" PRUNING AS MAY BE REQUIRED TO FACILITATE THE CONTRACTORS OPERATIONS. CONTRACTOR SHALL SCALE I- �On OBTAIN ALL NECESSARY TREE REMOVAL OR PRUNING PERMITS FROM CLEAN WATER SERVICES (CWS) Q J Z v SHEET FROM WHICH DETAIL IS < III I AND CITY OF TIGARD. CONSULTATION WITH AN ARBORIST MAY BE.REQUIRED. TREE REMOVAL WILL BE CALLED OUT I . 0 III CONSIDERED INCIDENTAL TO CONSTRUCTION. Q z co L.L 22. PRIOR TO CONSTRUCTION, PROTECT EXISTING TREES NOT DESIGNATED FOR REMOVAL FROM ALL R O 0 CONSTRUCTION OPERATIONS. DO NOT PARK VEHICLES, STORE MATERIALS, FILL, OR OTHERWISE DISTURB THE AREA WITHIN THE DRIP LINE OF TREES TO BE PRESERVED. O I- aN 23. THE CONTRACTOR IS RESPONSIBLE FOR ALL PARTIAL CREEK ISOLATION REQUIREMENTS AND U L.L.. DEWATERING NECESSARY FOR CONSTRUCTION. Q N 0) ,Q 24. THE CONTRACTOR SHALL SUBMIT A PLAN FOR ENGINEER APPROVAL REGARDING PARTIAL CREEK I -J I.- V ISOLATION, DEWATERING,AND THE CONTROL AND DIVERSION OF WATER. PORTIONS OF THIS z EL I'`- I-- 1 PROJECT INCLUDE BOTH TEMPORARY AND PERMANENT FEATURES BELOW ORDINARY HIGH WATER O < a (OHW). a 25. THE CONTRACTOR SHALL SUBMIT A WORK PLAN FOR INSTALLATION OF SOLDIER PILE WALL WITH CO MEANS AND METHODS, INCLUDING SHOP DRAWINGS, FOR ENGINEER APPROVAL. 26. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE PLANS ON THE PROJECT SITE AT ALL TIMES. 'z i CONTRACTOR SHALL NOTE ALL DEVIATIONS FROM THESE PLANS ON THIS REDLINE SET. AT THE END z a OF THE JOB THE CONTRACTOR SHALL PROVIDE ACCURATE"AS-BUILT'DRAWINGS. AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AT COMPLETION OF PROJECT. CO 27. CONSTRUCT THIS PROJECT TO THE LIMITS, GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS. DATE ANY DEVIATION MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. INFORM THE MAY 2018 i ENGINEER OF ANY DISCREPANCIES DISCOVERED IMMEDIATELY. PROJECT NO. A 28. PROVIDE THE NECESSARY EQUIPMENT, MATERIAL AND PERSONNEL TO COMPLETE THE WORK AS 7-61M-133560 0 SHOWN ON THESE DRAWINGS. UTILIZE NEW OR WELL MAINTAINED EQUIPMENT THAT MEETS EPA'S FINAL DESIGN SHEET m FOR CONSTRUCTION G-2 : i SHEET 2 of 20 Y NOTE.THESE DRAWINGS ARE THE PROPERTY OFAMEC FOSTER SNIFFIER ENVIRONMENT AND INFRASTRUCTURE.INC.AND ARE NOT TO BE REPRODUCED IN ANY MANNER W"NOUF THE EXPRESS WRITTEN CONSENT OF AMSC FOSTER VA tEEIFR ENVIRONMENT AND INFRASTRUCTURE,INC.AND ITS CUENT. THIS DRAWING IS FULL SIZE WHEN PLOTTED 22"x 34" I J LEGEND 'NOTES: I a '4 B1 BORE HOLE OCONTRACTOR SHALL SALVAGE AND INCORPORATE EXISTING J HA1 HAND AUGERir, RIPRAP/BOULDERS INTO FINAL GRADING PLAN. RiPRAP TO BE PLACED a HB HOSE BIB ALONG TOE OF SLOPE. SEE DETAIL A, SHEET C-4, TOE I IE INVERT ELEVATION amec Qi a PROTECTION/ARMOR. i foster PVC PLASTIC PIPE RD ROOF DRAIN CONTRACTOR SHALL EXTEND EXISTING DRAIN PIPES WITH HDPE PIPING SPKH SPRINKLER HEAD THROUGH SOLDIER PILE WALL AND ONTO FINAL GRADED SLOPE. SEE I TBM SITE BENCHMARK wheeler DETAILS B & C, SHEET C-4. ALSO REFERENCE STRUCTURAL SHEETS. a Q0 MANHOLE Amec Foster Wheeler CONTRACTOR SHALL PROTECT ALL SPRINKLER HEADS AND HOSE BIBS. J Environment & COORDINATE WITH ENGINEER IF ANY INTERFERE WITH CONSTRUCTION. i — °Hw— ORDINARY HUGH WATER (ELEV. 132.84') Infrastructure, Inc. 7376 S.W. Durham Road 4 x CHAIN LINK FENCE Portland,OR 97224 I a —PL— PROPERTY LINE (APPROXIMATE) I a ! - 4 I i11 I l l r r [ = DRAIN PIPE (AS NOTED) Ii r Ilyll111111 i'/t11I1I I I � Holm I I Ill!I1 ���� /1 I IIII I I ! 0 DECIDUOUS TREE (AS NOTED) I // I it /d 1)11111 {, /l Ii II� I FIR TREE (AS NOTED) EXISTING SITE a Ir 11l Iy III CONDITIONS // 1 i I / / Il/Ifl 7 // I I l I l 1 l l l ROCKED SURFACE 1 \\�\ �� - I i - _/ ! III / ///lli its / I11I / I ) 1 - -� 1 1\\ i1 \ ')/ ! 1 n- i ' I it lllllll! / / I IIIi 111 1 i y I }\ \ / I! ! 1 SANITARY MANHOLE J \/ / / 1 1 /INN / / //////, III / COL \ Iii f ! i z RIM=135.98' a / I l I / /// -N / P\14 y l ! i IEIN=129.9s' ijI I 1 /111111\ / // /ill / /I ( ( _ _ \ �1l l l i } IT >, I IE OUT=129.88' a f / / 111 //1I II 1 24" DEC! Ion DECID iik• .ED PRQF� 1lf ( l }1Q, f / Il/ ///Il // /M/II } 1 11 1i �i ���N4 ,,,,GIHEF ssi, \\\ \\ 1 \ / \��, // / // / /,1// \yam/ /j�// 1q \\\\ \ \1 1 'frrF o, •9 i' \ 1 y - \ \1 TOP OF 10" PIPE AT GROUND= A1�11 11 1 `.1 I 4}{y \ \\ TOP OF 10" STEEL SEWER PIPE AT GROUND=130.72' I yv / \ / // / / // / / /// // \ \\\ / / 74.;• ai i r TOP OF 10" PIPE AT BEN -130.64 } \ } 1 y \ \ " \/�// / //// / l /// /d \ �\ / \ } 1\\Hi\\11\\\ \ TOP OF 10 STEEL SEWER PIPE AT BEND =130.99' a 1/// / /// { / 1 I I/ ,l �_- _,?J • / / .'�TOP OF 10" PIPE AT WA1 R=129)� 1}` 11 } \\\\ OP'�F 10' STEEL SEWER PIPE AT WATER =129.55' I /// `/// /// / +v \ 'III // // 1 -� / / �� 'SIPHON TYPE 11 1 , SI'HON TYPE • // J l / a mac'•\ TBM / / /// / / 1 IIII/ I / / / / / � % Q,� V111 \ / / ` / //I - /SET 5/8" IRON ROD WITH i / / /\ \ \11\ RED PLASTIC CAP a // lllll)// ,/( // I// 0 / // / �� �4 E.INSCRIBED "C/H SURV TRAY PT" 1 / /l /�29' I 12�.0F\ \ \\\\ \�1�\ ELEVATION = 135.50, F' I20" DECID //TOP l \\\ \\\\1 I I // //// 8 DECID // a T \ 135.8' / ,' 1 \\\ `` " UNABLE TO LOCATE THIS BEND IN PIPES 11 / ////// I I ///�/ /// // �/ } l „ ,, /% \ / a / ////ice// i1 _, �// /���//i�/ // z o Eo I. \} y \ 1 1\\,111\\ // / e� W \ r--�\\1 \ 28" MAPLE ///iii/ / / // // / f , 1 \ / a / I / // // ////-// TO -14 ,T _gL \ \ \\\ \ \ - _• \\ 16\, ///// / 1 // // /> / TOj�142.7 ` —PL��L / / //// l z —PL—PL--PL—PL—PL—t�L-1pL—PL—PL—PL—�PL —PL—PL—PL�PL—PL—PL—PL —PL PL / / � I /// / — CH FEN�E' Qti \ TOR 127.9' 20 \ \\\ 24" MAPLE SNAG r' / / I%�1(—PL—PLS{ _ _/ P� \� 0 \ 135.$' \ \\ \ \ / /// / / / / /lI1 �. [/� .PL—PL—PL—PL—PL—PL-PL- F / / 1 \\\A 1 \\\ ♦ f //// / 7 I // 1 I7 Z \ . v 1 1 1 ? 1 �� \ \ // /// / / / / / // /` i TOE-140.8' P�� / - 12" FIR s R 9i ! I )/ } l \\\ / // / / / // I!/ ` _ o Z \ 1 ♦ 1 11 I 1 \ \\ r r /�i / / / / // / //�// $ / /�ER KE�s-0C-- — — �"pial D(R 0 c� z I 1 (1 1 l +'� \ \ \\ • / // / / /- 1'�` FUR ., W o ��� I 11111} l ( \ �\\ \��y,� /�°�`� i=moi// /i� 7 // j///�j }o /'6E.Fy � - � - r \ \ '�•i 0 0 cr i0 _ \ $eg 1 \\\ 11 \ \ \\ \�\ \ �'� �� i�s� / i / , / / /// / // /// fit' / i / , \ / o $AAlL7AR 1'MANHOLE \\ } --- �� \ \ J // ....50,- / / / / / / // // / � �_ / / ` \ \\ 12' Fl� _. Ea \ RIM=135.72' \\\ \� \ \ \ _ _ ��_\\� �� // i --.0 / / i / / / // // // / � �/ i� +k,\ � Lu it o f� \\\ \`�_ \ _ _�\\: r / i i i / / / / / // //7p' c \ \ • a \ &` IE IN= 130.47' \ - - --.4,- -;:__--z_.------=--:„.. --,., \\`���\ \ \ � � ���`�� �� �ti�Dri_ �r � / // /+�/// // // //// R /% / �`♦ \\ 1 OUT= 130.37' r-_-_, _ �\ \ \ _ __ +� / / �p� +k` � t1 �, � _ +� \�`\�• \_�� 1 \ - � �`-_ -moi -- 7/ / / //J/`/ // //////// /f%` / / / ' `\\ti\\ \ / .'i,-1tit---:---_,-- -...4--'--,_-.. I ' ' /� / �i/T /ENU.13,- C /10' �+ur`'ri/c j/ G art_ / /--=Ga,;\\��� + Y J / / //$ // 62' - / /j / SPKH \N ~art_ � � :-- \�\1��\ /(� / � �EN 4' 1 IC/ / ///r te -1---7 / R is' Q�\� �t :) , - \\�1\\ \ / / / / /y SPKH �c� \` < - ^� �=139.60/j/ / ''',/1,../ //� / // ` + } \ 6' D ID \`- �l Y - J _ - �� -2/ �- �N ��� PROJECT OVERVIEW = ��ri 30" MAPLE \ �1 {\ i"-- a \\�\,l /,x7 'roe Ei IY1� / %ii/ ,„;-...--<;.„0,3.---4 \ �� » >//1 /4,1 1 \ r ` l /:" \\/ -:-3,....,--->"--7„- /i // , !/ S` GpJ Z _ •- r:/. a \\ � // ,,,,�� \1-� . � i (./. /, / % / // �1\"` til" / / ' • r r I 4 11111 I` �n "y1 % \\ \ 4" At• ` \�; -j/i� �1 �'R�IP RAP/ / / / l/ g0 \ • � ���II II� _- _ \ Il / Jr { IEil�i �` BOULDERlii,S1\�\\ J '4N w -NF�F„ �/^ /= pew �N \ / C) ..,"..F / I/Illi✓/, i(� .�„ ►� �11 I < < �' :.� ; . - il6” ALDER . 8 ALDEi- • D t `l .. j (f l Jai / / / UJ f ...._ O" ALD II / ! \ \ 5�j�' `�,\ �! J ..... \ f-MNMwM / 45, f /ll 11/� / /i 12' ALDER / O1 / \ \ © ( f�� ./ 1 \ N. i ..s.r.. a /I - // /■ j'�..yL � ,1 ♦ Iy / /. /moii / • rrct 1Oy' ALDER .S / r / 1 \ *r' II �IX—PL-1�L- P,S.—PL—PL—PL \ /�� I /+�� J /ri / y p� -*� 0 - - - / ,_ `�r ,� f I /, /� �- / / / - _ ,0 //� / MITIGATION � �. ' \• � �„ , 1•,` --, i/, / /r/ _ t=� � � \ \ / / 2. 1O/DECID/ is/ - r / - 12” DECID I / AREA rCi`-` \ `� _!,...,%-' / ./% fes, `� 0 ` _ • �.� _`�J „,/e- / • 7 6" AIDE' "4 /% JI r - // // J r Il11'r,` \�1 J 1 �. -.� , / 42 ,_°,t1:;4# �\ Z Z ❑ C� 10" ALDER ' IALDER / / / / HB, t ( ,1, 11 / <1 a �`� :�� r i. �1 ���� Z j LJJ' � // .+^ I / / / \` _ •.. /o ��._151 /44/ /��J)/ /'�\� *,— ,a_" ������ Q A 7 / / /�-/' l � / r '�. l\ PA.,1.1111111 40,1111'\zo ALD / / - ( y ,tom / /'-� -- ���- / # �1� 47 8" FIR - - r PROJECT AREA L.L V N. 6" ALDEI 06' ALDER\ \ / / / ( �+ NVii ./ 1 \ S < k — \ `_ ` / �� • 1 71 ��Jy ■ • - / / Z Z 4" ALDE !'C 1 TBM / r - !� 1 1 v...-- \ 'r _r I / ; t_\ 6" ALD R �!►i�4 \ \\ I RED PLASTIC CAP +�� / i / ..4,- I S�f �� L 1 i 1 Z /� 6.�rr� / SET 5/8"/IRON ROD WITH \ \ 0 H 0 N lNSCR ED "C/H SURV TRAV PT" / 1 / / \tg'/• r 1 r �\ r ►1 ),■ *` I ;' 'wt""'*- Z \ \ 12" ALDER 4" ALDER = / / /\ i • J " DECID , ELEVATION 147!14' " / -1 f I16 /+N.N. �'F.�1 ;. t:,u ' 777::.:::'77:::::: Q W \ \ 6" ALDER 12" ALDER I � Al �.�. s \ o / L L .- L. 1....: : : ::.:: : :: E: : / ��� // / - - -- SCALE: 1" s 20' ld—ld—ld --= . .:. .. , Z co - - - - / r — .� � ld—ld—ld—ld—ld—id—id—ld—ld—ld--- / r �.� — (WHEN PLOTTED AT FULL SCALE(34"522") ��� �\ , 1 id— f O �._ _ : .• : - � : 11, fir` -� -2--.....,��• �� ��� �c U Q Cn Et SCALE: 1" =60' LQ N Ln (VVHEN PLOTTED AT FULL SCALE(34"x22") 1 J 0 ! d-id-id-id-id-id-ld-id-id-id-id--id-id—ld—id—id—id—ld—ld—Id—ld'ld-�id—ld=ld�—id—ld—id id—ld—id—Id—ld--fid—Id—id—id I—id id tii ld—ld—id—id—id—id—id — ld—ld 0 00' 90' Z I— TOPOGRAPHIC SURVEY —'����'��'�- ,"=so' O BONITA COURT- 36 LLC CO � a IN PARCEL 2, PARTITION PLAT NO. 1997-082 CITY OF TIGARD . IN THE NW 1/4 OF SECTION 12, T. 2 S., R. 1 W., W.M. Z 1 WASHINGTON COUNTY, OREGON w SCALE: 1"= 20' MARCH 21, 2017 &APRIL 19, 2017 CO • DATE SURVEYOR'S NOTES - MAY 2018 PROJECT NO. 1. VERTICAL DATUM=NAVD 88,FROM GLOBAL POSITIONING SYSTEM 7-61 M-133560k MEASUREMENTS AND ON LINE POSITION USER SERVICE SOLUTION USING SHEET WASHINGTON COUNTY CONTINUOUS OPERATING RECEIVER"JIME". FI N,4 L DESIGN r FOR CONSTRUCTION v-1 g 2. SURVEY PERFORMED BY CASWELLIHERTEL SURVEYORS SHEET 3 of 20 Y NOTE:THESE DRAWINGS ARE THE PROPERTY OF AVEC FOSTER WHEELER ENVIRON LEAD AND INFRASTRUCTURE,INC AND ARE NOT TO SE REPRODUCED IN=5 MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF AVEC FOSTER WHEELER ENVIRONMENT AND INFR4STRRCTURE INC.AND ITS CLAEN1. THIS DRAWING IS FULL SIZE WHEN PLOTTED 22" x 34" I J a LEGEND SITE PLAN NOTES: I a r J B1 BORE HOLE A A'/A 0 CONTRACTOR SHALL UTILIZE EXISTING GRAVEL ACCESS ROAD FOR 4 HA1 HAND AUGER _TOP OF WALL ^ik O STAGING & EQUIPMENT LAYDOWN, INSTALL ADDITIONAL CONSTRUCTION I HB HOSE BIB AT ELEV. 142' ENTRANCE MATERIAL AS NEEDED. IE INVERT ELEVATION TEMPORARY HIGH a m ec 4 PVC PLASTIC PIPE rBNCH AT ELEV. 140' foster O CONSTRUCT 15'WIIDE CONSTRUCTION ENTRANCEIACCESS, SEE ESCP RD ROOF DRAIN 150 , EXISTING - 150 SHEETS. a SPKH SPRINKLER HEAD x-15 I TBM SITE BENCHMARK I RIPRAP/BOULDERS wheeler OPROTECT EXISTING APARTMENT BUILDING FROM DAMAGE INCLUDING CAR a 140 PRIMARY MAX.TEMP - 140 PORTS, AND OTHER BONITA COURT APARTMENTS ASSETS. l O MANHOLE SOLIDER PILE—, Amec Foster Wheeler a I 1,• " ' \ 1.24H:1V ® INSTALL SOLDIER PILE WALL WITH TIEBACKS IN ACCORDANCE WITH THE I — °'^N— ORDINARY HIGH WATER(ELEV. 132.84') 130 i • ► 22' _ 130 Environment & STRUCTURAL SHEETS, LENGTH OF WALL IS 116-FEET. 0o SECONDARY : Infrastructure, Inc. x CHAIN LINK FENCE i= ♦ SOLIDER • O7376 S.W. Durham Road Portland,OR 97224 CONTRACTOR SHALL FOLLOW THE ALIGNMENT AND STAY WITHIN THE I < 120 PILE • - ,.. \_ LIMITS OF THE LOW BENCH ACCESS ROAD WHILE WORKING ON THE HIGH a —PL---- PROPERTY LINE (APPROXIMATE) w EXISTING 120 _ DEPTH 0 GRADE BENCH. MINIMIZE GRADING EXTENTS AS MUCH AS POSSIBLE. CONSTRUCT _ TEMP BENCH AND ACCESS ROAD WITH 2"-4"CLEAN QUARRY SPALLS OR a 1 ^i I I II 1II1i+1 - - - DRAIN PIPE (AS NOTED) 1 10 - AT 117' ---- -- -- - - 110 PROPOSED �� _TEMPORARY LOW APPROVED EQUAL. 1111 11�11111111/ `��`�I11lf�i� I 0 DECIDUOUS TREE {A5 NOTED) BENCH AT ELEV. 134' SITE PLAN © INSTALL GEOTEXTILE FILTER FABRIC BETWEEN EXISTING SLOPE AND 1 1 / i// #1 `111111 1 JII I IIS I I i 100 , I I T I I I I I I 100 IMPORTED TEMPORARY BENCH MATERIAL. / / / 1 i FIR TREE (AS NOTED) o 0 0 0 0 0 0 0 0 0 0 AND 1 I�I!!1 1 / 1 1 11I I I I o N r) to cD N co o) 0 O PROTECT GROVE OF TREES NOT SHOWN. Iti // ! r! // /�///II i/ 1 1 / 1 1 1 1 1 .......................... ROCKED SURFACE + + + + + + + + 0 + ± TEMPORARY - / / 1 //!1! / ! I I " • • � DEPTH_ 1 \\\\\ I \ '11 1 ' k / 1 ` 1 11 1 /Ill!!!! / l Illll // 1 1 1 II l j l l l SOLDIER PILE WALL AT 100' STATION, (ft) BENCHES 1 1 1 !111\ \` / /HiI l! I 1 z a ! l ! 1 1!I I!I l 1 /lel/ / l 1 / TEMPORARY BENCH \ 1 11111 \ , v, I 1 1/ /in/l / / //ill l //(' / ■■— CONSTRUCTION LIMITS I ! I 1 1 ITo / 11 -r, a / l /1 /1111 \n,�/ / ///Illi /1 l 1 ` _ SECTION A - A 1 1 I 1 1 \ 128( I f 1 // / /// I \ 1 \ EXISTING CONTOURS APARTMENT ► -_ - \\" \11( \ ( 1 ` 1 ,ti / /1. \\.�, I /\ / // / /1/I \,as„ /////J 1 h 1 \\ 11 B BUILDING -TOP OF WALL / _ 11 11 \ 1 A 1111 \ \; (L \ / // / //// / / /// // `\\ \ / TEMPORARY BENCH CONTOURS AT ELEV. 142' / 111 1 1 1111 I \ \\ 1 1 1 \ \\ I \/Pi / //// / ! /// // \ TEMPORARY HIGH / ,�— _,\ 111 11111 1 1 111 ( 1\\\\\ � a //er/ /,"/// I 4 . 111 (/ -_ -�i // / Q,, y /� rBENCH ' j 111 11 1 11 \ \\ I / //// / A. \ 1f / r� / _ AT ELEV, 140 \ 111 1 1 11 \ \\ \ ` ✓ / /// / jmi 1/ lIl� r� � / // / / r w1rj/ /// / I / 1 / 1 /! / i , 150 -\111111 1 \ \ \ \\\\\ ' C i111!// I —/ 7 i / \ \) )1\4\ \ i \\\\\\ \\\,1 a r/ 1 ?/"/ / 1 / l// , / / / 4 ' I I\ TOEb / l /// / / �� 14D PRIMARY - MAX. TEMP 3 - 14D \ 132.9 12 \ \ ,� \\\ \\ 1 %b ! ! / / / l 1 ( 1 / / Q �` o a \ �\ TOP ' / .41111 ' �r � ' \\\\\1\\\\1 i 1 ti /7 11// l �4 /// 1 ///I/__ -0 / / / /� SOLIDER PILE :� IN' 1.24H:1V SLOPE 1 135.8 1 \\\\ 11111 �o %/ I •.� ///// / ///l/ / / y 130 - 22 __--"- 130 a f 1 1 1 /! \\1\\\11\11 TEMPORARY J ox '// z/, , `+; I (SITE PLAN NOTES: LEGEND 111,j OCONTRACTOR SHALL UTILIZE EXISTING GRAVEL ACCESS ROAD FOR a A n STAGING & EQUIPMENT LAYDOWN. HAl BORE AUGEROL - A' aTOP OF WALL FINAL GRADE 2 INSTALL SOLDIER PILE WALL WITH TIEBACKS IN ACCORDANCE WITH THE J HB HOSE BIB -AT ELEV. 142' RESTORE SLOPE FROM .,‘i.„- - STRUCTURAL SHEETS. f IE INVERT ELEVATIONa m e� _ ' a EXISTING RIPRAP/BOULDER - . PVC PLASTIC PIPEGRADE `-REMOVAL WITH CLEAN foster O FINAL GRADING IN FRONT OF WALL (CREEK SIDE) SHALL START 2' BELOW I RD ROOF DRAIN 150 FILL. SEE NOTE 5 150 TOP OF WALL (ELEV. 140'). A PLANTING BENCH WILL EXTEND A MINIMUM OF a SPKH SPRINKLER HEAD Wheeler 1.5' FROM WALL BEFORE GRADING TO MATCH EXISTING GRADE AT ELEV. I TBM SITE BENCHMARK _ I 134' (LOCATION OF LOWER TEMPORARY BENCH). a. 140 PRIMARY - 140 MANHOLE Amec Foster Wheeler INSTALL RIPRAP/BOULDERS ALONG TOE OF SLOPE. SEE DETAIL A, SHEET SOLIDER PILE 0 4 a v ►`: 130 Environment & C-4, TOE PROTECTION ARMOR, ODOT CLASS 200 TO 700 RIPRAP, INCLUDING I — °FN.— ORDINARY HIGH WATER(ELEV. 132.84') 130 I •$ '- ! Infrastructure, Inc. SECONDARY CALSS 50 TO PREVENT LARGE VOIDS. o ►.• 7376 S.W. Durham Road a x CHAIN LINK FENCE i_- SOLIDER •V Q �� --1- Portland,OR 97224 rj RESTORE SLOPE WITH CLEAN FILL, PLACED IN 8-12" LIFTS AND COMPACTED 120LLI PILE ►•• — - 120 O TO 93% OF MAXIMUM DRY DENSITY (ASTM D1557). a / PL— PROPERTY LINE (APPROXIMATE) DEPTH- / /-11111111/11;1 - - DRAIN PIPE (AS NOTED) 110 AT 117' - - 110 j / 1 / 1111110i '''111II1 • FINAL GRADING / J Jr 1111 IIfI J! \���SII 111111 1 0 DECIDUOUS TREE (AS NOTED) I C / / / i 1 111111/ 111V 11 100 I 100 PLAN AND / I I/ / /})IIII \ / I Ill j I 1 i # FIR TREE (AS NOTED} 0 0 N aQo 0 o CROSS / II / / 11//11 1 / / / II II1 + + + + + + + + + + + I / I / I ROCKED SURFACE o 0 o o o 0 o 0 o o T SECTIONS 11 \\\\ \ ��„; _ a I � _ � / I s/ I / 111111 123 1 1111 /;III I::: :::::::.::� DEPTH_ \\\ � 1 I - a I \ / J I / //I I If / / / I/ // ) I I i�t�.�.�.�.�.�� SOLDIER PILE WALL AT 100' STATION, (ft) 1 1 1 11111\ \ IIII m I III IOW / / 111// I / 1 1 \1 f 11111 \ ;zs /I l I i ` a I I I 1/ /IIII l // / //SII/ /// \\ / TOE PROTECTION/ROCK ARMOR FINAL GRADE / 1111 \s / /I /1 r SECTION A - A I PR 1\ 1f Ifl `l 12 / III • /Illi - ` ED OFF ( f I l l `1 Q . \ I t l/II//I/1 l t`// /�/ 1 1 1 1 1 m■■■ CONSTRUCTION LIMITS \1 1 1 `�'tliTyi / �, \ /\ / / ///f i /////I) 1 1 \1 1 APARTMENTB �5�� GI+vEF0 s c; / \ 1 1 i \ °� \ / / 1111 '�/ /j/ / ) \11 — — — — EXISTING CONTOURS B BUILDING ; ,N , '�di 111 \\ / / / / / 1 7 r / 11 11 111 - / // \ \\\ _TOP OF WALL 1 l I/ ,,�� 1111111 1 11 411\\\�\ I \/I// / // / 1 /// //,4* - \ \ / AT ELEV. 142' 1 1 1 I f \\ \ Jolt/ / /// 1 9 1 1// (( ,- - —„11 1 / PROPOSED FINAL CONTOURS / � I 1 \111 111 1 1 111 ;\\\1\ \ � I //i ///� /// / '' \ IIII 0 / / --�� / / / EXISTING I \ \\1 1 1 1 1 X \\\ / • / /// / ! l // /r J Q� / GRADE ,, \� ,,\\1111\�1 1 1\ �L\ \��\\\11\ Cr �/•4,/ / /// / / VIII// 11Ir / // 150 IF �,� � \ / /I 1 IIII 11// Qom/ - 150 �y�; G�P�y ))\1 \� \ / \ \\\ \\\\\ a / / O1 — sN TOE \\ \ o ( 1 y/ // l _.' f III I 0// l / / �/ FINAL •132.9 I 1 2R 0\ \ �� \\\\ \\ \ 1x0 l I 1/ 1 I ///1 1l (( / / / e 140 PRIMARY /-- \ GRADE i 140 (p-3p-1 11 r' \\\\\\ I / / // I r41- //// 1 // I/ / / / / o ° UP TOP ,/ II 1 '� \\1 \ \ 1 a 1 , / j // I . // // / / c),,,,,,,, w SOLIDER PILE k , 135.8 , 1 \\1 \1\\\ ` / r,._ 2 2 A \ \, I I 0x�° /// // /1 •�/ , „, . /,// 111// / / 'f r V 4 x x r I \11 11 /. // ,1„ / / 130 ►, 130 I ( \\\\\\ 1\\ / a / /// /// / /' ///�/ r // Q� Q SECONDARY % ? _ r- z n o\ l \ 1 \\\\ \ I /i j/0x%/ / }r ���,` // ///�c/ / / / Q SOLIDER i, 1' ' w�� \ 41 �\ \1� \\ �� a /// /�// , �►'i�\�•',tH /� / � � l ¢� / 120 PILE 120 _—PL—PL—PL—PL—PL—R SPL—PL—PL—PL TaP , \ B' A ///// •'I0 -lop, o v• ! � — — / / W z R 9' �Z PL \ • ^PL�PL—PL^—PL^PL PL--pL --PL pL • �,/ —7#1—F21- p°x PL 4 -�►0y- -4 // / �\ CHAINLINK FENCE Q 135.5' \\ \ o \\1 7—P1-// // j,-/ 9C /•` r `, .`. +`t � )4Z )(..” i— �i R in DEPTH / 11 \\ 1 � 0° I / j / / ��.,v.`'►. 7 �' 11 p1--pL- 1 10 — AT 117 110 Z I J'( +� 'PL—PL ) 1 1 }111 I I \ \\ ' ! - �_: ,/// / � . .1\'life kl i x`41' �• s�ON� -� � \ � I 0. 1 0 f1%1 1 \ \ \ �. _ / / / 4�- \- \. // Aim \ - 100 I 100 U.1 CO Cf 0 t\ „ ,, 0 CO I ! \\\\\\1 ( \ \ \\ \ '6b . i / / / 8:�,1`��.�ki,*.��f / / N •-- \ : / 1 U. U. 0 O 0 0 O O 0 0 0 d a z / ` �`4 . I I \\\\11 I \ \\ Q� �� //. 1�/ / / /• . ----Al./.i,■ \ / I 11 \ \ \\\ \\ \ ' ` . �� C / �S 51O / / / /,�,f►/w-,��ivr1E / / ` \ \ ` / 0 N r'7 lf} CO I� CO O] 0 CT, o rn \ 1 f \\\ \ \ \ \ \ ` \\> �°� '24,63\,,s J < • /. i �x�►° �� / /� �'\�'��\ ��1��Ox b` / �' \\ I 0 0 0 O 0 0 CD O O 0 .,— \ a \ _ \\\ 1 \ \ - \ \ = �- .,25 / 1, „. ♦s v. ♦.v-LIP r'.r / dow / "� / DEPTH ' r \,\\\ \ \ \ ,� �; '� \' �� / „GP' • e \ \ / AT 100' STATION, (ft) rcr _ \ \\�L-] ° - \ - / 0 / .;►w �a.,v Bti'H� ��� ' .Ar../ a FINAL GRADE • / SECTION B - B' \\ \ 1 // \ •,__-.7-__.e.,...,,,,,...„..,.......„ �` ,=�`\ x ° ��� / i' , ��� ,I<,� .�4iIMP ��.:.v,/ SPKH-' �Q\N moi_ \\�� * •.t”\\ \7 \r \� , P ■U■■- 7 0 \ G \ ert- \\\1 .,` *O'*'1✓ �.i%.��./�4�,v..��.w,`i�h®.,�i J�;i ..■■- SPKH P; �1�\\\ s '- I i 'Ili.• �-- f,- ! ..r■■- / ' n N til L � •\\`- � \ � �-�.���,►��*Oil AA' .S°Cr�,\ �.\ I,' ��� :: '.`% / x10 �(5 APARTMENT (� a - 0 _ _ \ \\. \`--"`.' •- '''1(\ y:1, ,- 4' :I1, ��\�,►��\�.Ge��►b�!�►'�i"�,4V` jli.4;31;"'r /,� °��p.v. `` C [BUILDING v' mss,: '�. .� ■. p,P TOP OF WALL 0 `- ° 4'i \ " \ 1 \1\�I I/I t \�j\�j.\�+' \��ip.�\��►.>'i� ,r.� ..:.►%� . . �� \x00- \ \ \ _ >/11���� \ !!�\�,y®�����i�\�y`�,�t►�j��6•=` �.......- Act O`C i AT ELEV. 142' \ ".e- / N -- _ 1 '`\\\\`�- ��,��.,�„s.,p-�:.,i-��e% ��,° 0 �.::"'/ qN�� \` / EXISTING a co � r N °Iliiii \� �� , � , �.�� °i ::: - ./ � 150 GRADE - 150 W CO _ / FINAL 1 4 a■or- cr \ �` '� — p .:■■. �° / GRADE •i■r x \ 1iv_ r J■■r"AMEN,' \ o 1 o\ 140 z 140 r- _ . ! f ' I .o:::• O"ti� PRIMARY 4 w \ /■■or © \ , r SOLIDER PILE ° v-- -- W O / �A4 Oxy-.iior• B1 ; \ / -- _•______ ■■. • ' \ x00 130 — — -• ,, 7 - 130 �f� / /0 .6\ / / _ �■ xrLO o SECONDARY '-'1•.,.H_ - r- - 0 prr // // / ° r Q SOLIDER -'•bl; / r- / o r / / › 120 - PILE — - 120• Cf) o / / xti / I LAJ DEPTH Z Z \ / -91 0 J co • / • x6" / 1 10 - AT 117 0 - 1 10 w N 411 tilidi / / 1 l'' a A' < < C\I • �R1i �� 100 I I I - 100 LL O ~ \ • • / o 0 0 0 0 0 0 0 O 0 0 Q/ O �/ O) ��+ \ ,►� , / SCALE: 1" = 20' + + + + + �+ + + + + 0 < Z Z \c# •• r ` — (WHEN PLOTTED AT FULL SCALE(34"x22") O O 0 O O 0 O O O O .t T. 1 \ 1 / / 0' tn' 20' 30' DEPTH a O 0 40) CO\\ \ h �� ••�• AT 100' STATION, (ft) Q J g ilk 1 4 � CZCOW / '�� . .7 77 . � �..=zo' SECTION C FINAL DC' ~ � • . I • — _ _ OV I.• #•. tr 7P: j :` ' O ..� - �■■ ■■ ■■ po- f.! f� - F,II f 0 Q —id—id—id—ld--id—id—id—id—id—id—id—id—-rd—id—id—id—ld—ld—ld—id—id—id—ld—ld—id—id—id—idI- `o C7 7d'-ld—ld— Id—ld—ld—ld—fid—ld id—ld--ld ld—ld-1d�ic M ]� 1 Moi W ll/�� R r I i Y ck Z < M W I DATE MAY 2018 11 PROJECT NO. i 7-61M-133560 IGENERAL NOTES: I SHEET FINAL DESIGN i 1. SECTIONS ARE ALL SHOWN LOOKING UPSTREAM FOR CONSTRUCTION C 3 g SHEET 5 of 20 i • r NOTE THESE DRAWINGS ME THE PROPERTY OF MEC FOSTER VMFFI FR E N IRONIENT AND INFRASTRUCTURE INC.ANOME NOT TO RE REPRODUCED IN ANY MANNER NNTHOOT THE EXPRESS WRITTEN CONSENT Of AMEC FOSTER I'R R ENVIRONMENT ANO IIFRPSTRUCIURE.INC.AND ITS CUEM. THIS DRAWING IS FULL SIZE WHEN PLOTTED 22" x 34" D • • ORDINARY \ _ - HIGH WATER NOTE: (132.$4') 150 -/ // 7 150 REUSE EXISTING RIPRAP/BOULDERS TO \ a mec /t. PROVIDE TOE PROTECTION/ARMOR AT BASE OF SLOPE FOR SCOUR PROTECTION. ■\ foster IMPORT ADDITIONAL SIMILAR SIZED ROCK ■ I I AS NEEDED TO COMPLETE LENGTH OF TOE, ,� wheeler ODOT CLASS 200 TO 700 RIPRAP AND CLASS ■, i \ 140 — - 140 ■ ' 50 TO PREVENT LARGE VOIDS. \ 2' THICK ROCK I 1 --\*-- Amec Foster Wheeler ARMOR I / — •♦1 2' THICK ROCK Environment & ARMOR Infrastructure Inc. �� 7376 S.W. Durham Road ;� , 1.5H:1 V MAX. AT TOE, �' Portland,OR 97224 130 — �4 Nr` FOLLOW EXISTING ----- 4_ f. 130 +�1 0 CONTOURS ABOVE__ • ♦� • ____1 40 a �� GEOTEXTILE t, L.Li120 — ��� FILTER 2' Lu---I 120 / _D FABRIC �� 1H: V MAX. �st.� C) NV_____----- - CIVIL DETAILS 6_ IRIPRAP TYPE 2' ♦�♦` - �� II **oar ar 110 - - NON-WOVEN __ 110 ♦�♦ .N 1.5H:1V MAX. AT TOE, FOLLOW EXISTING CONTC 4444-1K,64 N5 �1GINEF 100 - i - 100 �♦ J 0 0 o a o 0 0 0 0 0 0 •` ♦ 741p, + + + + + + + + + + �+ � / ♦♦ illi 0 0 0 0 0 0 0 0 0 0 NOTE: ♦ I♦ 2' 0 4% '��, V~ STATION, (ft) KEYED RIPRAP SHALL BE PLACED TO PROVIDE �� ♦ X14 E. sce MINIMUM VOIDS, TAMP WITH STEEL PLATE TO GEOTEXTILE FILTER 44 n �1♦ a, 4-30-ii PROVIDE NEARLY SMOOTH SURFACE. FABRIC RIPRAP TYPE TOE PROTECTION/ARMOR A II NON-WOVEN 2' 1 H:1 V MAX. a _ HORIZONTAL: 1"=10' C-4 z o 0 VERTICAL: 1"=10' W SOLIDER PILE WALL z 0 I- Z U 4 rc -FINAL GRADE If P z Z en o r O g � C o NOTE: L U CONTRACTOR SHALL ADJUST z LOCATION OF DRAINPIPE SO IT LI DOES NOT INTERFERE WITH _ _ SOLDIER PILE H-PILES AND ROUTE 't\DA'Cilig.\ _L _T-----i-c ): THROUGH CONCRETE WALL. DS \ REFERENCE STRUCTURAL SHEETS. C\NN >- c, n \ate ci * 614 a <--> ... ..�_� EXTEND DRAIN PIPES WITH SAME d _ e �nc c3 a\ `" m DIAMETER PIPE & RIGID HDPE TO r \/ I \\ D I \�, RIPRAP/TOE PROTECTION ARMOR ��aD<)aDu�aD� ' DaDaDa� - >� D w a a ���'- FANNO CREEK W D D D ao � � � � aD�aDoa � \ > aVLa� - D \ Do Do < f� � o�� Y �ooao\aooa� PENETRATE WALL �i\\r\�� i�� i* DIAMETER VARIES (1)1_ n O ABOVE THE ELEVATION �// r�' -• /�D ' �� a\ a\ D\ \ n" o a� . _ Z �� I \�^ �� �� OF SECONDARY PILES \/\ \\ \� ` Z 'D y /y\---_-----2/1/ //\\--,---)71,1�/171��/JD� @ ELEVATION '134' /\'� �/�/\\�/\� a a �/ w Z N /\ \;\�•• na n� nD ,4\\ Y\% �� ,%''��� ��O I.E. 132.00' INVERT MUST BE ~ O \\ // / / \� •�� •��VDO • - BELOW THE ORDINARY HIGH 0 CD FANNO CREEK v • \ /\��/\\ � `.a l ( WATER ELEVATION) GEOTEXTILE FABRIC , \ \�j � � � 0 MAINTAIN A MIN. 1% SLOPE ODOT NON-WOVENAs \ \\'\\i "/".' i < J C� TOWARDS FANNO CREEK TYPE 2, 02320.20 - -7. < Z W Ct Zm DQ 0 0 DRAIN EXTENSION -PLAN VIEW B DRAIN EXTENSION -SECTION VIEW 0 p > CD NTS C-4 NTS 0 < CC < N 0) < NOTE: I_ J h. V REFERENCE DETAIL 4/SH3 DRAIN LINE THRU WALL DETAIL Z CO ~ I— I b 0 < i g Z 8 3 C o DATE MAY 2017 I PROJECT NO. 7-61M-133560 a FINAL DESIGN SHEET FOR CONSTRUCTION C-4 SHEET 6 of 20 NOTE.THESE ppgIMNGSARET}£PRCPERTYCF N&C FOSTER WHEELER FNNRONMENT ONE INFRASTRUCTllRE,INC.ANO ARE NOT To BE REOROEUCFO IN ANY MANNER VNTNOIIT THE EXFRESSWHJ fEN CONSENT OFAMEC FOSTERN 4EELER ER IRPNMENT AND INFRASTRUCTURE,INC.CJIB RS CUEN. THIS DRAWING IS FULL SIZE WHEN PLOTTED 22"x34" amec ,...; SEE PLAN FOR ORIENTATION 1 2 (3 I 12"WIDE GEOCOMPOSITE wheeler - VERTICAL DRAINS BETWEEN SH2 TYP NV TYP AT PRIMARY K .__1-12 TYP AT SECONDARY PRIMARY PILES (TYPICAL) PILEPILE Amec Foster Wheeler Environment & P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 /P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30 P31 P32 P33 P34 Infrastructure,376S. ur am Inc. ELEV 142'-0", 7376 S.W. Durham Road TIEBACK CENTERED T 1 WALL AND Portland,OR 97224 �� I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n 1 1 1 1 1 1 I I I I 11111111 n n n n n n n n n I I fl T 1 PRIMARY STEEL PILES OYP TEFL PILES I I Ii ii II ii Ii ii ii ii ii ii ii ii ii I I II ii ii I I I I Ii II II II II II II II II I I II II I ELEV 13fi'-0", TIEBACKS \\4, IIIIIIIII IIIIIIIIIIIIIII I IIIIIIII IIIIIIIII III I IIIIII II IIiII lI I IIIIII IIIIIIi1111111 1 11I11I111 AT FACE OF STEEL PILEI I I I I I I L11 I L± L I I II II IIII II II --1I II II II II II II II II II I I I LIJIJ I IL1JL •1J I I I I CIVIL DETAIL ELEV134'-0", T 1 PRIMARY AND 11.1 t—11--�_1il L WI 1 L1 1�I 11 _[ L�.. fJ LJ. Li n iii i� �1 _IL 11 L Liii _. 1 SECONDARY CONCRETE PILES a I I I III I I Il I I I I I 7 T T 1T TI I1 - IT —Ti — T �' I T I — I II II I I I I I I I I I I I – SECONDARY CONCRETE PILE, TYP ,ED PAof I I I I I I J I I \-16"PiiI I ` I I I IERF. DRAIN PIPE I 1 1 I I I I I I � %t GINEE9 s�,, I I I I I Z--- 4/\\,ki " I I I I I iiIo7„, rI I I I Is SOLID DRAIN PIPE I I I1 I 6 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I �l EXTENDED TO LE.132.00 � I I I I I II I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I Co , I 2��'r�►" I I I I I I I I I I I I I SZ. E. $C1' I I I I I 1 LL IIL _ILJIL JIL _III_ L-JIL- IL IrL_ L- L-JIL JI _�JIL- ILILIL_JIL J1L IL_ ILILIL JIL_JIL-JIL-JIL JIL-JIL- JIL-JI ELEV 11T-0", B / SECONDARY PILES DcR I a2 2 a m PRIMARY CONCRETE PILE, TYP. z o I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I PRIMARY STEEL PILE, TYP. 0 Z U O � a c z U - o Ui w U w ❑ a' 4 F 2 ELEV 100'-6", B / PRIMARY y g I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I STEEL PILES il o J / x LL ELEV 100'-0", B 1 PRIMARY CONCRETE PILES Q T N N ii. c., O 0 w I- In Q '- N ❑ 7 w w a (---A WALL ELEVATION — WALL DRAIN DETAILS 1 w C-5 3116" = 1'-0" w CC 0 (4o ~ z f-N co w Z N CONCRETE WALL LLQ N LAGGING O y ,./_______ \� **TYPE 2 DRAINAGE < Z < z 1/4" OPENING �/\ : / GEOTEXTILE, LAP0- 01- 0 BETWEEN WOOD \�\\\� 1'-0" ON TOP < J Z 0 LAGGING �/�! Q � zm � c I \ **GRANULAR DRAIN BACKFILL m O 12" WIDE GEOCOMPOSITE j/\j MATERIAL OR PEA GRAVEL D 0 VERTICAL DRAINS MIDWAY = x` BETWEEN STEEL SOLDIER ,�\\\ \\/\<- 0 (J) o Et PILES \/�\\���// ; a • _ _ ` 0 / _ _ N Q \ \ _ Q — Ln rn / N - . . - I_ ....� N. V i- - � I- d _ M z m ! **6" PERF. DRAIN PIPE, -----------\ - -_ - -- - : --._. o � SLOPE 1% TO CENTER 12" "'' h OF WALL ** TEE AT CENTER OF WALL CO CO R TO 6" SOLID PIPE. si EXTEND GEOCOMPOSITE TO s BOTTOM OF TOE DRAIN Z i a CO i • DATE ,I MAY 2017 1 PROJECT NO. P. B WALL DRAIN DETAIL 7-61M-133560 k W 5 _. FINAL DESIGN SHEET 1 g C-5 NO SCALE C-rj FOR CONS7RUC770N i SHEET 7 of 20 NOTE THEE OM/MOS ME THE PROPERTY OF MEC FOVEA WHEELER EMr1RT1NNIEM AND INFRASTRUCTURE INC_MID ME NOT TO BE REPRDWCf01N ANY YnNNFR11MiiOI1F THE EXPRESS NFIITfTN CONSENT OF MEC FOSTER WHEELER ENVIRON1iEnfr AND INFRASTRUCTURE.INC.AND FTC CIJENT, THIS DRAWING IS FULL SIZE WHEN PLOTTED 22"x 34" �� / / , / �(v; °I 'PARTIAL CREEK ISOLATION NOTES:I °� �� a �� / Anchor stakes to ( � } FISH RECOVERY REQUIRED I ° /_ support bypass �/ c) / !: rl i y and/or outlet pipe 4/ \\I1/ ICMIF 2 ULTRA BLOCK BARRIER 1 fig ' �. �\ �� � /„ \\L \\14 I ! Outlet \\L' ROCK FILTER BEING 1"-2" 3 DEWATERING PUMP WITH FISH SCREENING ! _ ameC � DIAMETER CLEAN CRUSHED O I °ss - ! \\I� Anchorstak:r ROCK. BIO FILTER BAGS CAN BE foster ", 1 i II a I / i j"'*► i 4 DEWATERED WORK AREA "" i vIIj� \N; USED IN LIEU OF ROCK. r Support for pipe -.- / w h e e l e r 0 WOOD SHEET ENERGY DISSIPATOR �� ♦� as needed �� °r r, ` ""=r 40 Ilk sod b, es �� ,44 ///,..„,,,,. a ♦! ♦ \\1// \11// 6 TEMPORARY SEDIMENT CONTROL FACILITY OR BAG FILTER a °" -, l j, Amec Foster Wheeler °rI °s �// \�/r �s � \ allftwilir ` Rerouted water \1i// Environment & ,, �� `�� Infrastructure, Inc. O TURBIDITY BARRIER OUTLET TO , , °r� 04!• �. ENERGY \��/ Width(VV) ,- \ / Anchor stakes 7376 S.W. Durham Road �IIIK• ISk DISSIPATER �' - S _ Portland,OR 97224 I I / ' X %A, . Plywood �\ \ ill �I ilt4 ,I I PARTIAL E.. r�/ R� / / / / ♦ bs� , \ill/ .._. I��I • �� �.�•-- CREEK —PL—PL—FL—PL--FL—PL—FL—PL—FL—PL—FL FL FL PL PL—• — PL—PL—PL—PL—PL / FL—PL—FL—PL——PLi / / \�"/ _� \'`�I� 4' MINIMUM PL- -RL—PLS —pR( _PL 19L P� PL — — r R�� ¢ w ISOLATION �� I‘ Zill0 I/ :__ / / /,, l , , x , DETAILS c� f °��/ ♦,.4-0 /// i,, / ♦♦ ,�, OC Note: Applicable for bank or i .n ` / ♦ i C / ♦ '5 ' Anchor stakes to channel bottom application. ...""4*.. P • t \ r °Nv,r �W�° ♦��/ // i ♦ \ % support bypass Channel bottom application • •E� PROF 4-4, D� ° ♦ I '- /' W •♦ ♦ and/or outlet pipe not shown. "t,�G�l �iSs ` k.N�� , CO r• �� ♦ Photo example o Wood Sheet Energy Uissi ator ,NGINEZ °hw` 16 '� ° ,�0 ,,� ,�`L i ♦ _ � . Outlet P .f �' P CI, 9 ` % r. . 57 ,- ! r , 4'- 0,0 'Ori' ,♦��� /// ' , i\ I ..I I r I r I Anchor stakes " 19 / -5\ �/ " / 4 + A �� , i M I Wood baffles NOTE: `' �` � / �p ♦ �� -.,..:..:..,:::.: :z.7 .��r�•��w� ►moi Anchor stakes 1. LUMBER MUST BE FREE OF ANY PRESERVATIVE -� �. �` ♦, ::.i■r 14 ,. .Kr .~4.4�� TREATMENT OR COATING. • ,y _ i 9- 0-7 SI Support for pipe a 0 1 �� I Pr • a :;::'•:.- . . .1 2. BIOFILTER BAGS SHOULD BE 30" IN LENGTH. 9 1.: S 4 ♦i i Crj as needed : :::;. �:i-_:.:;::-=- :•::: =. ::,,:;-:....;-' ~`.•►•r $ ♦ � ,/- � � � �,Y ��`� Rerouted water 3. REROUTED WATER MUST DISCHARGE INTO THE CREEK ~�� Ci�P _ _ - - �2 �' ' / ` DEWATERING ': 'Plywood :.: •=:: `'.'..':.b'=== I SITE PLAN NOTES:I O1 CONTRACTOR SHALL UTILIZE EXISTING GRAVEL ACCESS ROAD FOR STAGING a LEGEND & EQUIPMENT LAYDOWN, COORDINATE WITH OWNER & ENGINEER.. B1 BORE HOLE HAI HAND AUGER ill0-4 O CONSTRUCT 15' WIDE CONSTRUCTION ENTRANCE/ACCESS, SEE ESCP SHEETS. 4HOSE I EBINVERTBIB ELEVATION amec OPARTIAL CREEK ISOLATION -SEE SHEET C-6. i PVC PLASTIC PIPE foster RD ROOF DRAIN ® INSTALL SILT FENCE AS NEEDED IN THIS LOCATION TO PROTECT CREEK. 0, I SPKH SPRINKLER HEAD wheeler TBM SITE BENCHMARK J a I O MANHOLE Amec Foster Wheeler 4 — .,,w— ORDINARY HIGH WATER (ELEV. 132.84') Environment & Infrastructure, Inc. 7376 S.W. Durham Road x CHAIN LINK FENCE Portland,OR 97224 I —PL— PROPERTY LINE (APPROXIMATE) I I_11111111/lu —SF..-� SEDIMENT FENCE I //j-;iiliii/J1u/// / p,1111 —••— CONSTRUCTION LIMITS EROSION AND I / / i/ ,4 111111 �� 111 1 11� I I 1 I - DRAIN PIPE (AS NOTED) SEDIMENT / / t/ / /11111/ 1 / I I 1ilg ' i - /' 1 �l 1/ 111111/ i/ 11 1I / 111 I I 0 DECIDUOUS TREE (AS NOTED) CONTROL PLAN \\\� \ a / 1 / 111/111 ),231 l I l I / II 1 \\\\11 \ '1 1 m I ! / 1 1111�1I / I I I /11 ) I 4 FIR TREE (AS NOTED) 1 \ 111111\ \ ; ill ' o 1 / 11111111 III//111$ 111 ,/ `� 1 \ 1 � 11 1 \ "'III Z v / l/ 111111 1 / I11�11I� 1/��\ p�/P ROCKED SURFACE 1 > 11 1 - � 11 \ / / f 1 1 1 I I 1 } \ 1�2 / !1 1 11111111/ �i�' / /%//1111 1 \ 1 ` _ ./per/ 4,t1E PROFESS .............. a l l l ( l } ,�� I� 1 11 / ////111 1 \11 �p� 5 ..tsGINEF ' /-- _ �� — _ �\1111 } \ 14 � \\ . � � ://\ / /j / ///I �,�/ // /// 1 ) ` \\1 P` �' q Iv / \\\\ \\ \ ' 11 I}}1 \ \` / // / //// / / /// // gt4 1 5701 z 11 r / _ X11\11\}} 1 1 1114 f \\\\\\ I \�I// ////// / 1 '/ /' \ \�\t�\ / /QtiGENERAL NOTE: + 1 e _� 1 } 1 \ \ \ / / / / 1 IIII r — � J� / I .5 111 \ \ I 1 1 J Q1 1 \11111 11 1 lylll ,\\\\\ � �� I / �/// /// / \ II/ // 11-� / / lur1 \ 1111} \ X \\\ // /a 1 1 / / r J 1. CONTRACTOR SHALL INSTALL SILT FENCE, STRAW WATTLES, COMPOST \ \ 1 �t \ \ \ a / // / / //ill/4:11, �, 111 I / / Q O• , w \ \\\11\IL \ \ \ \\\\ \\\\\ 7 / 4 / /// / 1 I // /f / / / / BERM AS NEEDED IN WORK AREAS AND ADJUST AS NECESSARY AS WORK '� • . \ 11 4 \\ / / / // / Ill /I/ / / e\, PROGRESSES. wf SCP \ I l�ld \ \\\\.\\\ 1 \ a / / / o \ 1 / `X1 \ \\\ t L 1 / 1 `2 / 111( 1 /I r / / E. N TOE.s'" ' I 1 2�.0'\ \ \\\\\ \\\\ I 1 ' 1/ / /1 / Q _____„1// /ll f l f // / /� Q`' 2. SITE DISTURBANCE = 0.3 ACRES fo--3o-ti TOP , , !!1 I ' \\\11`1\1\1 / / // 1 ,`` /;�// /)%, I/ 135.8 \ \\\ a / UP / /// I/ ' // o CONSTRUCTION /' / � a ,f \\\\\\\11\ / // / // �elk, // 7 ///LIMITS / /97/ / Q = \ ` \\\111\ a_ /%//," �� i �� //4 // 0 a v� \ 1 �,\\\\ \\ TEMPORARY / •$ / / < S,. ///� / o \ \ \\\`\ \ / BENCH GRADING Z, a' / / n/ / - Qti _ LIMITS / ; /�1 / / // / : . — / Z --PL—PL—PL--PL—PL—PL—``PL—PL—PL—PL—PL—•� \ \ 7.9' 4Z PLS\\k // / • � +�,CLH�AINLINK FENCE Q� .' —PL—PL—PL—PL—PL--PL—PL —PL �pL%, Plr —IPL / ��iCHAI �L 1335.5�� i \\ \ O \\\ / / , / o +r / / tI \\\ \ \\\ I ///// / // �i � l / / • / - J rC->t�e'7- —PL—PL—PL—PL—PL—PL--- z \, � � '4 1 \ \ 1 �c` \ \ \\\ / // i// / /•' ,� / / / / / ♦ wP�- - � -0 Lr \1 1 1 7111 1 \ \\\ f r J j , // �/� / / / ! ®�• `(�,,o. -. _ \/I � ' , (3 o 1 11 11111 1 N\ \ \� \� /,*'� /// / % I�/ „�/ ♦ ��, % — \ \ , — o -.CO " a , v — \\\\,\\\\ \\ 1 \ _� �\� _ J /-:-.;sA ------ / i �// / /° 116. ;" sem ` \ W ,LJ n / / / .au-illitar. /r cx a 'i zrz I _' ���-`•- \ \ _ - `� �� 17: �--�•� I/% / )/ / 3/ r��j.� , ilk g� z ��� CONSTRUCTION / / ,:rl■r ` _— �,///,, /i/ !/ a / :•, / • -SOLDIER.QIL,h WALL.---'',-- LIMITS •� 9c, / ? .00111111P-7* r / .iii.- , `\ / \ z' 1o' �r — /i' /' / . d.!' // O�t�C'` \ W o 4.., 410, 4.. Ilk \\\-----\\..L....... „moll ______.------ y • ......10. �r�F 1 raul,r >- N \ \ . errY \ - , :■r,: • / ��'' \ �4'i \ / { L' \lll \— r f / ° um■► z i a � — N 1kil‘i \` - -� � �` ` °HN A CC .1111:; 1 P ANGLE FILTER FABRIC STAPLE PATTERN FENCE TO ASSURE SOIL IS TRAPPED I Y. z ?; ._ X �_1 X x x 4 Y. Y. Y_ Q .. 1 2' 2, i 1 ♦ 1 S1 3 4' X� 4' X 4'7[ LXL X vl.►" ''' fir, i, WOOD STAKE a m e c t. 6' moi( 6' --X 2 `�; S�flp G l_ 3, — — 1 , — 3' 1 , �— foster �, x x x X x X 1 3 PLACE WATTLES ALONG SLOPE CONTOURS. wheeler ■ iil 11; .� r �—X x �; 4' X PROFILE \ INTERLOCKED A B C X _ � Amec Foster Wheeler 2"x 2" POSTS �. X ! Environment & AND ATTACH PLAN VIEW X X X RICE, COCONUT OR EXCELSIOR r f ? Infrastructure, Inc. NTSr NOTES: x WATTLES ,' / !F; .•� f' 7376Portland,OR 97224 USE STITCHED LOOPS 1. BURY BOTTOM OF FILTER FABRIC 6" 1 staple per SQ. YD. 1.5 stoples per SQ. YD. 2 staples per SQ. YD. 3.5 staples per SQ. YD. STAGGER i'\ \ !1 {r • VERTICALLY BELOW FINISHED GRADE. JOINTS \ " 3' [OVER 2"x 2" POSTS 2. 2"x 2" FIR, PINE OR STEEL "Minimum staple pattern guide and recommendation for slope from toe slope iFENCE POSTS. and channel application. EROSION AND J ' 111 3. POSTS TO BE INSTALLED ON ` ,, 2'-6' UPHILL SIDE OF SLOPE. I I SECTION SEDIMENT 4'-O' 4. COMPACT BOTH SIDES OF FILTER FABRIC ° STAKING SPACING 4' O.C. CONTROL %:•`•I�t• , t TRENCH. III ' S. PANELS MUST BE PLACEDLENGTH AND SLOPE TABLE I; DETAILS ' ACCORDING TO SPACING ON FLOW FLOW I FLOW /\> �,' \ I ` DETAIL NO.940 - __r - f_ 6. INSTALL WATTLE IN FRONT 300 I' 1 OF SILT FENCE ON FANNO PROEILE CREEK AREA 275 (' ,tf�`ED PROpe NTS 250 I CI .NGIN i -.225B TIGHTLY ABUT ADJACENT WATTLES. 4 ' •y7��• ry ► . A 2(}O — . �s�: i::•�s:: :444::+: �z�::i�: %4141%:�:4 ii::.:4 ::i: 175 C C C D '� ❖.• .❖.❖.❖.❖.❖,❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•.❖.❖� ,❖.� FILTER FABRIC MATER IAL 1//� .,+•. ,�����w..♦�w��.��,��.w���,�w.��w�w�,,���i���4�����:`��:��.��w�w�w+w`w:44.w��.w�w'w�w�� ►...w� V i.'- 2'-6' te.. 0,:.. 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OVERLAP �, r.. • • • •.••••..•.sssssssssss u) ►..•,.,•,••,•,.,.••,•••,•,•,•,•,•,•,•,•,•,•,•�•,.,s,•,••s••,•,•, •�►� ►,�►'� •, s•s, s,•,•,•♦•ss,.•.,.•.s•♦sssssss♦ssssss� 5/16" Chain w o !••iiiiii'iiii••❖iiiiiii❖iii'i'i'i••'i'i'i'i ►�' ► • ` .••♦ss.•••♦ss`sss♦ P e /\\ ••...•••••••••1.1.•••••s•s•••ss♦ ' ��►. •♦ ♦ ••••♦••.•..•••�s•s ballast & load line ••••..1•••1♦•....•.•.•••••• NNAN♦ 04 •, 44 44•,•,.,•.i,•,.,.,•,•••••• ♦♦1441•. +4444 .,♦,sst • ♦ ♦ ••••••.•..•♦..^mss-••� l ► ♦••••rs.•..♦s• .. ••••• ► ar �, • s••••,•,.♦.♦ss.♦.,.s.••♦•a•-_......._._ \\/ NOTE: �• 100' Standard length ••s♦• r•I►I�11�� �,•, • .•...ss•♦'�♦.aa- .. 4•• g s••♦ ♦ r1 •r♦�s .• 1411, �.. MODIFY ANCHORING .•• owt, 1414. ♦ r1 •. .♦< 1111_.-1111... 0 .•...........• •...........•..., r. • ::, ..St""''':::-:-.4÷"V--i--711- .,.. ...,.,.a.-1111. r r. 0 �j DETAIL AT ACCESS• r� ►♦•.♦�•�•.•.•.•••ss•,•••�• �•s•�❖❖•�•••,•,•,•••,s,•,•� r.•r 1►� r►� ♦ 'II.* '•'1'•�.••• L�Y—� � 1 Z:: 41.•-.14-._...- •.•.•-... .4.4.•.•.•.•.•.....4111.1. •. ► a►•.•♦' •••••••••••••••N'...... P ROAD AND MILL O 4•411 . _. , . .� r• ...“^ -- e —�---- •.aa.-ae.a.._-• -'•'----------ice . T�.. ,� / RACE PATH Stream bottom ,�_ X14 \\' 1 1/2" - I Z Z CO All seams heat sealed -4 -44 / W Z ❑ N Min. 6.6 Lb. nylon reinforced •' yl . -� \\ Q -IG NOTE: -Galvanized #24 safety hook // 0 ti ISOMETRIC VIEW �; �\. Components of this barrier may be STAPLES 0 similar or identical to proprietary ANCHOR ASSEMBLY _ Z designer designs. Any infringement on the NOTES: proprietary rights of the designer 1 .8261 z Q shall be the sole responsibility of 1 . SLOPE SURFACE SHALL BE FREE OL 0— O I— 0 p y ROCKS, CLODS, STICKS AND GRASS. MATS/ ,1 the contractor. Substitutions shall BLANKETS SHALL HAVE GOOD SOIL CONTACT. _ ___ J z 1414.ca�•:•. be as approved by the engineer. TURBIDITY BARRIER D 2. APPLY PERMANENT SEEDING BEFORE ,-'.• \ .—.c.. •4, / n~/ 0 �/ NTS C-8 PLACING BLANKETS. � \ \\ \1. �•� : \ L.IL Z CO 3. LAY BLANKETS LOOSELY AND STAKE OR '%�, B E M �����/ \�N, ' ` D O 0 STAPLE TO MAINTAIN DIRECT CONTACT WITH ', / \// \//��� ��/ < a I Q THE SOIL. DO NOT STRETCH. r NOT TO SCALE V REFER TO SPACING Q N < RECOMMENDATIONS FOR ANCHORING DE TAILLa I0 I- J_ I` _ 1_ PROPER INTERVALSFILTERED i II_' �� 2' ` 3' SEDIMENT EROSION CONTROL FABRIC MATTING E Z ~ 1- 1-11`_ O < a I�—II ►. DEPOSITED NTS C-8 • I—II=II.ii 1 15 BERM SEDIMENT FUO „, 11=II=111 1=II=II-11: - �� U) 11=11=1111..= a 111-11 1 ; .1111. ..�1 I,, .. f n-n—n--11: : : . . .11=11=1f IL=.11:=.II= = n q� 11=1fpOSED SOILS - RIGHT .11#II-#. =: r- I=11= .-11— 1r. II 11 II II II I Z =II=1 II. .II. .II. .II. II. I. II .II. II. II. II. II. .II. .II. .II. .II. .II : .II. M. 'If -II- -IF—IF .II II' II II II' II II 11 II Q WRONG RIGHT .11. .II- -11 -II- .IL .IL 11- -II- -II -II .II -II CO s WRONG II. .II. .II. .II. .II. .II. DATE FOLLOW THE CONTOUR MAY 2018 PROJECT NO. il 7-61M-133560 s COMPOST BERM FINAL DESIGN SHEET = F R a FOR CONSTRUCTION `�' A NTS C-8 g SHEET 10 of 20 g NOTE.THESE OMWWGS ARE THE PROPERTY OF AMEC FOSTERNNEELEH ENVIRONN.ENT MU)INFRASTRUCTURE INC.AND ME 4405 TONE REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF AMES FNSTER WHEELER ENNRONMENT MD INFRASTRUCTURE,INC.AND ITS CLIENT. THIS DRAWING IS FULL SIZE WHEN PLOTTED 22” x 34" r'� t /� . GENERAL NOTES FOR EROSION CONTROL 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE o\�� GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET MAY BE USED SHORT TERM �� F��`NGFSS Q / PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. Y (0' V,-G '-W!UTILITY WORK AND WIEROSION, SEDIMENT AND CONTROL IS REQUIRED FOR THIS PROJECT PHASING OF DEVELOPMENT2. PREPARE AN EROSION, SEDIMENT AND CONTROL PLAN (ESCP) FOR APPROVAL BEFORE arneC 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN _ ____ __ - :1!!iIIIil* }BEGINNING WORK. KEEP A COPY OF THE ESCP ON SITE AT ALL TIMES. "I~ .-,; -- ;;, v OS ler OCTOBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE „.I �` � ' 4 a' �' flitl \i :1111 a���' 4 3. INSPECT AND MAINTAIN ALL FACILITIES AND MEASURES UNTIL WORK AREAS ARE RESURFACED rn i, 'III II Hi a'--PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. rr r r� lqnnr!1 // � D -��::._. ,. I u ,t, ILII I FLOW ;;:;��?i�,.`:' Ii � Ir 'II- - 1111Jlu��'u / 7a• .' • •- '. •'OR STABILIZED. , +«r1,I~� ul lnti�►1 SII r PIll U . ,4. a 4. COMPLETE AN EROSION CONTROL MONITORING FORM AFTER EACH INSPECTION. INCLUDE THE mil l . 111.0 ;;,++, I i1 -moon, // p v .• 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE I11l� ' I'll - -•- - - - - `'`"""" MIAP! hn ' / -e + o INSPECTION DATE AND TIME. RETAIN THESE COMPLETED FORMS ON SITE AND PROVIDE THEM ` ,tll I;n+ I IIII�I -+�■� / 4. a• . CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A im Ind 1, I lIUI I .1 "' :__. "" RADIUS = 25' MIN. o- . .;Q . . UPON REQUEST. -nu', viu -N{ Iflil _ =_- "- r p F -,;,Ry_y_:�'_ ,, ::. •,-. a 9.p. ��� Amec Foster Wheeler ,;;lu y�+ll' :1.10 .... ::3y�_s_: : :. -'. '. QF s Environment & DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY ,, ,:,.., -�'_.,p; CLEAN PIT RUN OR 3"- 6" CLEAN ROCK /® O�� OF Fz�S 5. NO VISIBLE AND MEASURABLE SEDIMENT OR POLLUTANT SHALL EXIT THE SITE, ENTER A FOR MINIMAL SPILLAGE. _ = = Q� FG Infrastructure, Inc. PUBLIC RIGHT-OF-WAY OR BE DEPOSITED INTO ANY WATER STORM _ ��11[:; BODY OR DRAINAGE � =��'"`� 'i::9�?==� II ---- --- -_ �• �� �F,S 3� � 7376 S.W. Durham Road +r!" SUBGRADE REINFORCEMENT )NC', * Portland,OR 97224 SYSTEM. ""-i=-4i•==i== "11:11±5.2 r=. GEOTEXTILE, AS REQUIRED 1,','6. STABILIZE ALL EXPOSED SOIL IMMEDIATELY FOLLOWING GROUND DISTURBING ACTIVITIES. 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED. -- B" MIN. PREFERABLY VEGETATED AREA. AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). AREA DRAIN DEPTH 7. STABILIZE AND PROTECT STOCKPILED SOIL WITH APPROVED MEASURES. 8. REMOVE EROSION AND SEDIMENT CONTROL FACILITIES AFTER PROJECT IS COMPLETED AND CATCH BASIN *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL EROSION AND ACCEPTED. 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE ;:I::l: C INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A •'ICIVII GRAVEL C❑NSTRUCTI❑N SEDIMENT SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. FLOW !� �� �°„ ENTRANCE CURB RAMP T + till NOTES AND STANDARD EROSION CONTROL NOTES FOR SITES _ w� ; r--; PAVEMENTDETAILS 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ° �IE "=='`�' I ;r4" ;�,i 9 } _..,-... LESS THAN 1 ACRE /1 - - - ., I i 1 ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES • ` •\ +�tMI ';� FLOW �'• ,, DITCH BOTTOM L- jN'� - • ' ,� .n :.-''' -.•/,• rir ,r.r, SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. ' v I Iii 111 AW5111.101 ,:l?rlarr;-';05W.��.`�.� . -. Vi s ,,,. � ` '0II= 1111 I /'Q\.. 7 . ,, 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENTV ��..,p; ,,:_ ; !ED PROFe 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT - R..ir• •�%%. ' > " �. �5'� NGINEF sf, CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOMEONE KNOWLEDGEABLE f D - P - - N11II lIIIII AND EXPERIENCED 1N THE PRINCIPLES, PRACTICES, INSTALLATION AND MAINTENANCE OF INSPECTORS UPON REQUEST. ,° 1141"II{111i' :' 1 CO, �' u11 IIIIII vd II 9 EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 1/111/1Wil1 i NOTES: l DITCH INLET PLAN VIEW -i,t,r*11ll. 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 22. IN AREAS SUBJECT TO WIND EROSION. APPROPRIATE BMPS MUST BE USED WHICH MAY _1��unrr, 1� ,; '11; SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN 4 INCLUDE THE APPLICATION OF FINE WATER SPRAYING. PLASTIC SHEETING, MULCHING, OR OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE OTHER APPROVED MEASURES. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 41 • 0�� V GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 6"overlap )f bags. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ��/ '2 Z P�' THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. !4I E. SGN4 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED (P-30-l$ 3. DURING WET WEATHER PERIOD. TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE NOTES: END OF EACH WORK DAY. 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. FILTERING SYSTEM. ^ 5. DIMENSIONS ix 24. USE WATER OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN DUST. SINGLE FAMILY a = 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1"x2"WOODEN 20' LONG BY 20' WIDE 8" DEEP OF ?4" MINUS CLEAN ROCK. o VS 0) 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES STAKES OR APPROVED EQUAL PER BAG. COMMERCIAL z 0 0 OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATI❑N 3. WHEN USING 30" BIO-BAGS TO PROTECT A CATCH BASIN YOU MUST HAVE 4 BAGS AND GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER IS ESTABLISHED. THEY SHALL BE OVERLAPPED BY 6". SERVICES EROSION PREVENTION o AND SEDIMENT CONTROL P SITE CONDITION MINIMUM FREQUENCY PLANNING AND DESIGN MANUAL. z EL 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING INLET PROTECTION A CONSTRUCTION ENTRANCE B cr 0 o TIMES DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED. A SURFACE MOUNTED AND RUNOFF FROM SNOW MELT, IS OCCURRING. AT LEAST L.L. 0 0 ATTACHABLE, U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. ONCE EVERY TWO(2)WEEKS, REGARDLESS OF NTS C-9 NTS C-9 o a Z WHETHER STORMWATER RUNOFF IS OCCURING. 2 o z 2. PRIOR TO THE SITE BECOMING ONCE TO ENSURE THAT EROSION AND SEDIMENT a o 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN INACTIVE OR IN ANTICIPATION OF SITE CONTROL MEASURE ARE IN WORKING ORDER. ANY z INACCESSIBILITY. NECESSARY MAINTENANCE AND REPAIR MUST BE LL 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE MADE PRIOR TO LEAVING THE SITE. INIMUM 12' OVERLAP CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A /OF SEAMS. HIGHLY VISIBLE, UV STABILIZED RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF 3- INACTIVE PERIODS GREATER THAN ONCE EVERY TWO(2)WEEKS. POLYPROPYLENE FENCING SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE FOURTEEN(14)CONSECUTIVE CALENDAR DAYS. •+•+' +++4`•+4•+4 •+•••+• +'• HAVING OPENINGS NO GREATER METAL FENCE POST 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY +•4++•4 ++•++••+++ +++++• : ++++ THAN 2 INCHES BY 2 INCHES LANDS REQUIRED TIME FRAME. • • • • • • . • 4 • 4 • 4• • • +' Q m INACCESSIBLE DUE TO INCLEMENT WEATHER. ATA RELEVANT AND ACCESSIBLE DISCHARGE • • • • • • • • • • + + : + • 4. POINT OR DOWNSTREAM LOCATION. + • + + + + + • • 4 ♦ + • + + • • ' ' (MAX.) • • • • • • • • • • • • • , + + + + . 4 4 r . 4 + ' + 4 + 4 + 4 _ Y 4 • • • 4," + + 4 4 • . ' . . • • 4 • F- / ••••••+••• +++4+4+++ '4%44%* 4•++•++•+'•• +4+++, ++••,I +• . ++. f ■II ry o 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR + • + • + 4 + 4 4 4 4+4* 4 • 4 - M • • • • • ♦ + + . • . • + • 4 • • • WATER BODIES. ++4 •+4+++••++•+•+•+•+•++-4+•+•••,+4+•+• r'+++ + +++ + W ' I. 2 ,- N • + 4 • • • 4 4 + • • • • 4 • 4 + 4 + + + + i +" ' 1� a • 4 • + • • • 4 4 4 4 • + + • 4 • • • • 4 • 4 + 4 - '- • • 4 • • • • • • • • 4 • '• 4 • 4 . + • • • • • • '' Imo` 7 4 + 4 + 4 + • 7 • 4 • • • + + ` • 4 ♦ + + + +•• + + • ' K EN • • - - + 4 • • •�1. + • 4 . , • • + • • • . 4 • • • • + • 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT •+•. •+•4 + 4 + + 4 + + •' + + + 4 + + + + + + 4" + + " �• i- + 4 + 4 + 4 4 + 4 4 + • + , • + - • 4 • 4 • 4 • - xa. a...-- HAS . -''' : HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL '•++ ++4+.+•+.4++++e++ • ++r+++.+•+ _•++ ••+•+++4' ••++ •• 4. ••+•' _ i� MEASURES REMOVAL. + • + 4 • + • + + + . • • .4+4+ `• . r 4 ► # 4 + • + + • • + • - , 4 4 + 4 • 4 • • • •-.- ], + , • • • + +__f . . ' •_ _ 4.+4.4 - + • • , • 4 . • • ••.• + 4 • 4 + - „� *4.44+ • • • + • +„r • • + •• ►-�- , , 76 + 4 + + ,+.. + • 4 • 4 4 • • • 4 • + + + 4 4 + 4 • • + • + 4 -+ 4. 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION _.-••••111, �,i.l�II=11.511=ll^ ,. ,,+•�i,�i +•++•+++••+++• +'+••,• +++++4+.+•+•+4++++++•+++++++++•++4+++++4+ ,."Ir. , . 4.... ��__�� 1 CAPACITY HAS BEEN REDUCED BY 50%AND AT COMPLETION OF PROJECT. - - _ - ---'"'HJ•J,i•„•_•,I•�ii•� „-1i.ii. i,• - •,- - , I ���� 0 --- - llt I �. - - -----r----- 3.2'(MIN) CI) 0 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE. BARRIER REQUIRED @ TOE OF SLOPE. I- z APPLICATION. AND DISPOSAL. zCr)PLASTIC SHEETING cL.LJ z Q N 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED N❑TES CONSTRUCTION FENCE D C < O CN SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES 1 . MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. NTS C-9 ~N if DISCOVERED OR GENERATED DURING CONSTRUCTION. 2. BARRIER REQUIRED @ TOE OF STOCK PILE. L.L 0 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES < z < z ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. < z0 H Z 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW rr nn MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE PLASTIC SHEETING c J Z V WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE NTS C-9 I- < O mow�-�// SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. Q Z m L.L DO O 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND 0 i o MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. IN ACCORDANCE WITH U Q f CURRENT CLEAN WATER SERVICES STANDARDS AND STATE. AND FEDERAL REGULATIONS. N CD rr�n� Jr.... %../ 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, - VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY z co ~ I- I DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED 0 < BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 6 V z co 1. DATELi MAY 2018 PROJ ECT NO. 7-61M-133560 a SHEET : FINAL DESIGN _ C-9 rG� ! FOR CONSTRUCTION g _ i SHEET 11 of 20 NOTE:THESE OR.AWANGS AAE THE PROPERTY OF AUtO FOSTER WHEELER ENNRONMENT ANO INFRASTRUCTURE.INC.MIO AAE NOT TO NE REPRODUCED IN ANY N/YTYcRYATIIO"T THE EXPRESS W RITfEN CONSENT OF AMSC FOSTER WHEELER ENVIRONMENT ANC)INFRASTRLICTORE-INC.ANO ITS CLIENT. THIS DRAWING IS FULL SIZE WHEN PLOTTED 22" x 34" SEE PLAN FOR OEM ORIENTATION R.OGGENI�►A.MP . ,--i. .\‘ 2 STRUCTURAL I SH2 TYP SH2 TYP AT PRIMARY TYP AT SECONDARY ENGINEERS, PC PILE PILE9901 NE0 7thhA e. Suite 8233 Vancouver.WA 98685 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30 P31 P32 P33 P34 ELEV.'142'-0", T I WALL AND TIEBACK CENTERED ' ON STEEL PILES T I PRIMARY STEEL PILES c%lC T tilt?, ELEV 136-0" TIEBACKS I I I I I I I I I I I I I I I I I I 1 I I I I I _ I I I I I I I I I I .., }``" , /a ' • • • • • • • • • • • • • • • • r! • • • • • • • • • • • • • • • • 1 ` r'' AT FACE OF STEEL PILE I ELEV 134'-0"` T/ PRIMARY AND /1 , 1--i " I I I 1 SECONDARY CONCRETE -� Oqi PILES L<0 xy, a . �t� ., I I I I I I I I I I l I I I I I I I I I 1 1 1 I I I I I 1 1 I 1 1 1 4. ROGG ta SECONDARY CONCRETE PILE, TYP I'';-";: "- I ,/,/,--- I I 1 1 1 1 1 1 1 1 I 1 1 I I 1 I I I 1 1 1 1 1 I I I I I I I I I Kr SOLDIER PILE WALL I I L_.._J 1 L_.__I I L____J I L_ -I I L___J I L____1 I L.__f 1 L .J I L-I I L____1 I L. I L.-.-111 I t--- -J I [..--_III_.-..,- I L ._--_1 1 L---I I L.- I L---.1 I L._I I L---} 1 ,...:-_.I 11..-.._-11 L__ J I L-____.J 1i__ 11...___ 1 i. I [ L_J I L..-..11 L.--.# 1 ELEV 11T-0", B I SECONDARY PILES PLAN AND z-- PRIMARY CONCRETE PILE, TYP. ELEVATION a I l 1 1 1 I 1 l I 1 I 1 l I I I I I I I I I I l I I I I I I I I I [ 0 PRIMARY STEEL PILE, TYP. r w 47.„ ---- ELEV 100'-6", B I PRIMARY I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I STEEL PILES 0. / 0 0 w z ELEV 1001-0", B I PRIMARY CC CONCRETE PILES g • TIEBACK WORKING LOAD: PILES P2 THROUGH P33: DESIGN LOAD (DL).,= 158K PILES P1 AND P34: DESIGN LOAD (DL) = 135K TIEBACK LOCKOFF LOAD: 80% DL ,„,i ,,,d STRENGTHEN LAGGING AT EXISTING DRAIN LINES $ (REFERENCE CIVIL DRAWINGS} THAT EXTEND WALL ELEVATION THROUGH NEW SOLDIER PILE WALL PER DETAIL 3/16'" = 1`-0" 4/SH3 i PLACE GEOCOMPOSITE VERTICAL DRAINS PER DETAIL 5/SH3. Z 0 33 SPACES a© 3'-6" U) < = 1151-6" ' Z Z H► D..1 inN 2 E.E. W 0 l'' 34 PRIMARY PILES: 30" 0 CONCRETE PILE < D w < ..°.:, W/ W18x97 STEEL PILE O_ Z fr H 0 CREEK SIDE CENTERED IN SHAFT Q t( C0 Z Pi r EXISTING KEYSTONE Z O O •410 P34 P33 P32 P31 P30 P29 P28 P27 P26 P25 P24 P23 P22 P21 P20 P19 P18 P17 P16 P15 P14 P13 P12 P11 P10 P9 P8 P7 P6 P5 P4 P3 P2 P1 WALL D Q Z O 0 €1, 410 0 el 0 til 410 411) 0 0 410 0 0 0 0 4110 ali) 0 0 410 CO 0 410 41) 4110 0 fil 41) 400 4110 410 .31 0 0 - 0Nu (1) ix • • • • • • • Ell 0 fib 6 0 fill 0 • • • • • • • • • 110 . • fb • • • • <t zi rn < - S33 S32 S31 S30 S29 S28 527 S26 S25 S24 S23 522 S21 520 S19 S18 517 516 515 S14 S13 S12 S11 510 S9 : S8 S7 S6 S5 S4 S3 S2 S1 . ao ti Z < tiF-- APARTMENT SIDE 33 SECONDARY 0 I-- PILES: 30" 0 CONCRETE PILE (I) Z WALL PLAN BELOW ELEVATION 134 < CO FOR ORIENTATION, SEE SITE PLAN ., DATE 3/16" = 1"-0" MAY 14,2018 PROJECT NO. 8 PXX INDICATES PRIMARY PILE :- 7-61M-133560 I SXX INDICATES SECONDARY PILE FINAL L DESIGN SHEET SKI SHEET 12 of 20 NOTE MESE ORNAVNOSARF.THE VROFi.RTY OF AVEC POSTERNNEEtiR EXV.ROxtf4NT ANDI,CPRASTRUC1/YiE.MG.MOARENOT TO IX REPAOOOCEO vivre YANH£RXKWatir TNF EXPtTESSYAUTTENCON55M OF AMECfOSTER YMEEtfR E:N+R4NYENT MO WfRASTRUCTURE.7NC.ANDttS WENT. THIS DRAWING IS FULL SIZE WHEN PLOTTED 34"x 22" ElElD ROGGENI{AMP STRUCTURAL ENGINEERS, PC 360.574.4000 9901 NE 7th Ave. Suite 8233 Vancouver,WA 98685 WOOD PERMANENT SLOPE WOOD .. PERMANENT SLOPE LAGGING BEHIND WALL LAGGING - BEHIND WALL- CONCRETE CONCRETE WALL WALL lUC T UA, -yca "Icc 3 PROie 4( '4.):: 1 ,_:7 --/ 1 4-z 7 ': • .— )12.r TIEBACK THRU CL W18 / 1 - I PRIMARY STEEL PILE ,,i" ` :':/ : ROCK FILL ;'_/ CLSM FILL pG0 'y~' E - - _ , 4 { ROGY P TEMPORARY =::: IN SECONDARY TEMPORARY IN PRIMARY n BERM PILE SHAFTS BERM PILE SHAFTS ?r,.::,,., ;2_3... I '>./";•R 134'_0" / -.;. .1-- 134=0" , \...,_,. /,..._ 4._ .--• PERMANENT 4 w CONCRETE v CONCRETE SLOPE T PILES SH2 7 PILES SOLDIER ELEV 142,-0" >"."-- 1 d .% PILE ILE W A ; _ SECONDARY CONCRETE SECONDARY CONCRETE d i� PILE ' PILE BEYOND DETAILS PRIMARY STEEL . 'd- c. PRIMARY PILE & CL PRIMARY PILE & TIEBACK (NOT SHOWN) TIEBACK (NOT SHOWN) a PILE - 3,-6" z CONCRETE WALL �, �`, d _ I q. SECONDARY! WOOD $ _.... PILE g CAST IN PLACE LAGGING Yui CONCRETE WALL I z 4 6 4x12 WOOD LAGGING, 1+_9" 1'-9" BETWEEN iYATION , o �' 142'-0"AND 134'-0", ON STEEL PILE, a �` TYP., 1/SH3 2/SH3 -.. a d SH3 - d � 1 .(' *-7-7\\ , -.•----- , •7 \ 1 It „1-:::::Z:, - - QY , Qd d - d • o b• . ' 4 , I d , d .. ,._ , .--1 " d d .v ELEV 136-0 �, W18 PRIMARY STEEL PILE / \ /° Q. TIEBACK AT `�.,�_\ t • i i i '4 1 FACE OF W18 1 �'' ,,- i , ` TIEBACK ER ' 1 �,,� P PRIMARY CONCRETE PRIMARY CONCRETE t a� - ' 4,_.....„(6 SPECIFICATIONS AND & STEEL PILE BEYOND PILE ! a• •, DETAIL 1/SH4 ELEV 134'-0" , , �a. �� j �-..� TEMPORARY f,. ! > I SECONDARY Z BERM AND ! r CONCRETE 1 0 T/CONCRETE I ' I PILE BEYOND --�— PILES7 I I PRIMARY '� .� k r "� CONCRETE PILES SECONDARY CONCRETE CONCRETE `- STEEL PILE STOPS 6" BELOW ELEVATION PILES TO INTERLOCK 2 TO 3 W 0 CCN PILE SHORT OF CONCRETE 134`-0", TYP. INCHES WITH PRIMARY 2 co < C\t PILE CONCRETE PILES, TO FORM 1,.. 1.1.1 0 CONTINUOUS CONCRETE Et 0 Et WALL BELOW ELEVATION 134'-0", ,Q Lu ll Z Q_ � � �,.�, 0 SECTION AT TIEBACK SECTION THRU SECTION THRU PLAN SECTION TYP. Q c./ THRU PRIMARY PILE 3 SECONDARY PILE PRIMARY PILE 1 WALL ABOVE ELEVATION 134 c z 0 0 ilict NO SCALE S H 2 1/4 = 1 -0 1/4 = 1 -0 S H 2 3/4" = 1'-O 0 02030 " ' " " ' " " SHS0 ? 0 0 t4u) tr 01-- COU) z 03 DATE MAY 14,2018 PROJECT NO. 8 � DESIGN- 7-69M-'!3356{ g FINAL L DEQ GN SHEET t 2 b SHEET 13 of 20 ` {OYE iNESE ONIW.d:OSAAE TME Y{NPEtiiY OF AhrEC F657ERVMEEER EA1eROvlafNTA' uKPI.STAOCTW£.INC,A40ME N07TO BE RfAPOWCEOUINF#RUiA(A NITNOU7ri&EX{.f8(,§81vWTTENGOxSENT iK'aMECrasicN vmEE`LEa GNVt0.1"K£MrNov,n,AsTk cnJ. .+:C.NiD1iSGt1ENY. - - THIS DRAWING IS FULL SIZE WHEN PLOTTED 34"x 22" MOB ROGGENKAMP STRUCTURAL ENGINEERS, PC 13" 360.574.4000 9901 NE 7th Ave. i Suite 33 11 1/8" Vancouver,WA 98685 /\/ I ct CTO /7 /A:,, ,,,,..-_-_ / 'it 4 r 0 OREGON- f k• YL ,v.,_ .-` �P .1- ROCG 7--- HSS 8 @ SKEW (NOT SHOWN) LAGGING CONCRETE WALL �. � SOLDIER \�\4 _ zo Ill PILE WALL 12" WIDE GEOCQMPOSITE \f\�AL( `/\\ �--- FLANGE PLATE VERTICAL DRAINS MIDWAY N�/\ ;�''\��% FRONT AND BACK DETAILS BETWEEN STEEL SOLDIER ',� \/\\ `- - - � 1� - ..N PILES \\/1\\1�,� L.7.4.77. . . .*.: : es 4.0-...„-� c z d I3/ x6UHEADEDSTUDS 4"TO q STUDS @12" O.C., TYP SHOWN FOR REFERENCE ONLY. CONC. WALL II r.- SEE CIVIL DRAWINGS 3" CLR TO HORIZ @ s REINF STL #6 12" HOR1Z a I [ BETWEEN STEEL PILES y a \ El, /i + ii / /1 ♦ ��. .� � / / , i / H w [ WALL DRAIN DETAIL ,� 74------ 1" 410 �6 3 �5 3 FACE OF #6 VERT � //16 3 V I EW A A �6 3 LAGGINGNQ SCALE -- 'E ; MAX END OF FRONT FLANGE REBAR TO PILE '' " " " ' ,�,, ,;%4`, "max W LOCATION OF TYP. LAGGING - 8" i EQ EQ EQ 8" #6 VERT SPACING, TYP I CUT LAGGING BOARDS TO MATCH / / / / ' CONTOUR OF PIPE. LAGGING TO FIT SNUG AROUND PIPE A -�- 0 SOLDIER PILE Z N %6 TYP. FLANGE LAGGING AND TIEBACKS NOT SHOWN 0 ADDITIONAL LAGGING /� 5/16 F , TO FLANGE BOARDS BETWEEN PILES FLANGE 11 Y2 x 13 x 4'-8" c- LOCATE IMMEDIATELY •< \'/ 1N/TIGHT HOLE FOR HSSPLAN — CONCRETE WALL 1— ""*,�,,'' ABOVE AND BELOW PIPE. \/i \\//\ 6 TYP NSS SPIKE TO TYP. LAGGING /\! 5/ TO WEB S H 3 1 1/2" = 1'-0" t l..f ty AS REQUIRED. j�/`,,r�, 16 w Q _. 0 ////�\,, , HSS 8x0.500 CONTINUOUS Y /ts �- ,./z-- THROUGH WF AND FLANGE iX a w �\ '< BEARING PLATE l �� I . < 0 „� Q Z 1 I [/ 1I 1 i 1 L I L4 x 4 x 3/g x CONTINUOUS �,) Z (9„, [ [ K� I 1 11 l 1 I TYP. BOTH ENDS\, 5l6 WEB REMOVED AT HSS 5�6 [:), 2-12 /6"T&B TYP ~ Z 0 .f, C OFE> HSS8 / S� •` `f , , , '/ ,, , •� 4S 2-12 \ANGLE TO WF 7 0 \\ 1 1fi ���� CONCRETE WALL-CAST ' - - � � Z ; Q BACKFILL BEHIND LAGGING \ AND AROUND PIPE. AROUND PIPE. ADJUST TYP. FLANGE 5/16 3" FLANGE It 1 �2 x 13 x 4`-8" . a' O .J CCr O *\/ ! REINFORCING STEEL TO R \ -- SEE NOTES. �\\ 2" TO FLANGE53" Q . (3) <t .� BE CLEAR OF PIPE. / /g A tom° F. V) //'''/ ;r/\���X` Ca jam. ,... V F- �f�\ EXTEND EXISTING PIPE //� 5�6 1\ �1 f �f �� \r THROUGH WALL BETWEEN ���\�,�tr \�\�' ADDITIONAL VERTICAL �6 /TYP HSS TO FLANGE LAGGING TYP CO CO LAGGING BOARD EACH SIDE SOLDIER PILES, AT A MINIMUM 55 \\ TYP WF OF PIPE. SPIKE TO LAGGING OF 6" CLEAR TO EDGE OF PILE T AS REQUIRED. FLANGE. REFERENCE CIVIL Z DRAWINGS FOR ADDITIONAL INFORMATION. NOTE: FLANGE PLATES 03 ASTM A572, GRADE 50 PLAN — WOOD LAGGING TO PILEI ! DRAIN LINE T WALL DETAIL ANCHOR D41) l " = 1,-0,* PROJECT N .7-61M-133560 g 'I 2 FINAL L DESIGN SHEET 1 (4:s\\H 3 NO SCALE NO SCALE -ter c.:":-m,: 2,i S H 3 1 SHEET 14 of 20 NOT[:iMsfEE OPA4WOTAR8 TM£PROPERTY OI'A'tEC 8WTERi1MLLERftiwiAWStiTAvy INGRA:TTO/CTiFiE,tl6G M16ARE NOT TOiE*EPRCWC£DIHANYW.'N*'UTNOUT 8* apRE59v.12f2TERCONSENTO4WIC8O5TER NMEEt8R8.WNONNENT ANDWfAA$TRyCTU9£,Il.MAf:OrtSCENt. THIS DRAWING IS FULL SIZE WHEN PLOTTED 34"x 22" • t ©© Recommended Earth Pressures for Seismic Traffic and.Construction ROGGENKAMP Cantilever or Tieback Soldier Pile Wall Increment Equipment Surcharge STRUCTURAL i a soH Existing ENGINEERS PC - ��:��` Ground q + Pile 0. 744000 �\ �. Ht 1 Surfaced r t '► F 3s s 9901 NE 7th Ave. // a` 'lly�/��il. '//`//// / Suite 8233 V Pile Vancouver,WA 98685 s.'/ � I. \ \ 55(Hs+H1). .2- Pile \ \ ,_ \ \ \ � \ \ - .i H __ __-,.. R C T U6',/ ✓ \ \ \ ca�t\tD PROFFs� _< / \ Tf\I ._'\ ti 9 Potential Scour /_d/2,,,,.://,:riri Surface(El 120') ' \ \ 'r© ^?C. ^N . Is74, Approjx. Elew_ 120' '�\ �\\\ ` "\� N \ r-\ q. ROGGc �i \ \ ,_ .�,;: ignore Passive \ ".\ l�:<�: -, l 55(Hs+H1+H) /7 � \ N Resistance in \ 0 \ \ _ Upper 2 Ft. \ _� \ (Typical) \ \ \ \ 1.7 Hs+H+}{+� � 2Q0 D (Static). .___ _ 0.3q --+� H1 ) ( ) I 150 D(Seismic) Not to Scale SOLDIER PILE WALL NOTES LEGEND DETAILS 1_ All earth pressures are in units of pounds per 5. Apply active pressure overtire width of the soldier piles below bottom square foot. of excavation and apply passive resistance over three times the width H = Excavation Height(Ft.) .of the piles or the spacing of the piles,whichever is smaller. ` 2. Wall Embedment(D)should consider kickout H1 = Back Slope.Height (Ft.) 4 g resistance. Embedment should be determined, 6. Free drainage assumed behind the wall. H S Equiv. Su rt barge .Height (Ft.) ,; by satisfying horizontal static equilibrium abouD = Embedment Depth (Ft,.). . W the bottom of the pile. 7. Use 80%of the above pressures for computing moment in piles. 3. q =Uniform vertical load. Uniform building 8. For temporary lagging design,use 50%of the above design pressures. surcharge of 200.psf Bonita.Court Apartments 9. Passive:pressure shown above are ultimate,we=amend a Fanno Creek Bank Failure 4. For vertical drilled soldier pile capacity, use the factor-of-safety of 1.5 be applied. N following ultimate values: Tigard, Oregon z Unit side resistance:-0.5 ksf CANTILEVER OR TIEBACK Unit base resistance: 12 ksf u' Factors of safety of 2.0 and 2.5 should be SOLDIER PILE WALL DESIGN -napplied to ultimate side and base resistances, CRITERIA respectively. End bearing should be calculated P using shalt section.area. April 2018 24-1-04124-001 co SHANNON &WILSON, INC. o 1 Geotechnlcai and ErMronrnuntal consultants FIG.. v i= 2 FUJ d Q SOLDIER PILE WALL DESIGN CRITERIA i C2D NOT TO SCALE REFER TO S&W REPORT, MAY 8, 2018 0 z FLANGE Je. 0 UNSONDED * = 1 ,� CD < LENGTy >F T©TAS MINIMUM UNBONDED LENGTH ' 2�2-0 I--- z !ND LNG MINIMUM BONDED LENGTH = 15-0 Z Cr) BEARING PLATE I GRA C jou�L ST TN W a N PIPE ASSEMBLY ASEgND H©FRED NDSAR� 2 coW Q N TMELTRypT BONDED E'_' Q � 0ce � T -i ,CT i4UDF© LENGTy S ce W Z ir/.,,� kDp� T�N�s p< C) W `C ., GALV. COVER CAP -_iii �;fl � RF BqR z O at -ll tl I/I _. FOR INSTALLATION ANGLE Q Q z c 0 ,",� �/./J4 1, lifiiIIII REFERENCE 4/SH2 !N 2�0'�tij� .._ z O FILL VOID WITH CEMENT I/I/I/IIII �, S/DR sy N. �.. GROUT OR PT GREASE ���1�� II/VI SHOP F�4Ty/ O 'Q Q 11 Ifit... ., GROUT NG N �' 111// ,1115,,,,..„• =��.. -- c 3-PART WEDGE .i 4447„,;�, �II ''e� �C J WEDGE PLATE '�,-..//I/Il:" 1,''4 I/I // 44040040/ z m I` I-"' BEARING PLATE I 3 '` we III I/ �``�� O 1- PIPE ASSEMBLY WF FIRST LEVEL ' �I/I/I/Il .,, „' /I/ i. �,,�� m GROUT ',., /I ��1I R'� HSS CONTINUOUS �►,-,.,TII/Iff, y lq� /VIII THROUGH WF AND HDPE STRAND SPACER . OM*. 1� , z - FLANGE RS FIELD INSTALLED GROUT -J INTERNAL GROUT TUBE `,`'I I/III/ IJ , r.•.. tu `�' co CORRUGATED PLASTIC 0.6" 0 STRAND J ~ ~ t' J ' • �Z SHEATHING PVC HOLE CENTRALIZER END CAP DATE MAY 14, 2018 g CD TYPICAL TIEBACK PROJECT N©. _ _ 7-61M-13356a O fir D E S(4f 1 N SHEET S t NOT TO SCALE `yt = _ H4 s SHEET 15 of 20 ton'WESE ORAY..N}4ARE THE PROPERTY OF NAG fOVER 1st4'.Ct.ER EMIRONY0.;1T ANO tA'FRASTRUCTM.mt.AALARE NOT TORE R9$149 WANER NITNTUT THE EOPRESS gATT£MGOi.'$.itif OF AMC FOSIETVANEUTA 4 Atur.5d'EMi MOINFRA5IROCTURE•YlOANO OS 01K+/1, THIS DRAWING IS FULL SIZE WHEN PLOTTED 34"x 22" SOLDIER PILE WALL NOTES 1.0 SYSTEM DESCRIPTION /GENERAL 8.0 MATERIALS ROGGENKAMP STRUCTURAL A. THE PERMANENT SOLDIER PILE WALL CONSISTS OF DRILLED SHAFTS WITH VERTICAL A. PILE ENCASEMENT CONCRETE: PC SHALL BE 3300 PSI MINIMUM AT 28 DAYS. ENGINEERS, PC STEEL SECTIONS IN THE PRIMARY PILES, TIMBER LAGGING, REINFORCED CONCRETE B. ROCK BACKFILL: OPEN-GRADED AGGREGATE 360.574.4000 WALL, TIED-BACK ANCHORS, AND ASSOCIATED HARDWARE AND ITEMS REQUIRED TO (02630.11 IN SPECIFICATIONS) 9901 Su to Ave. CONSTRUCT THE COMPLETE WALL. C. WALL CONCRETE: F'C SHALL BE 4000 PSI MINIMUM AT 28 DAYS. Vancouver,WA 98685 B. DESIGN IS IN ACCORDANCE WITH,AND ALL DESIGN AND CONSTRUCTION IS TO D. CLSM: SPECIFICATION 00442. CONFORM TO, THE 2014 OREGON STRUCTURAL SPECIALTY CODE. E. REINFORCING STEEL:ASTM A615, GRADE 60 C. DO NOT OPERATE EQUIPMENT IN, OR LOAD WITH MORE THAN 100 PSF, THE AREA F. STRUCTURAL STEEL BEHIND THE SOLDIER PILE WALL. a. SHAPES:ASTM A992, GRADE 50 (14:RUC T U� D. DO NOT SCALE THE DRAWINGS. b. PLATES: ASTM A572, GRADE 50 '� �� PROF 4‹ c. HSS: ASTM A500, GRADE B, FY=46 KSI �, c ::,!-Ne-,,,,t, fe;7, 2.0 PROJECT CONDITIONS d. HEADED STUDS:AWS TYPE B, ULTIMATE TENSILE VALUE, 65 KSI ; ,£w,. - G. WELDING: A. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR IS TO VERIFY THE LOCATION a. CONFORM TO AWS1-1W/11, OF AND DEPTH OF ALL UTILITIES BY POTHOLING OR OTHER MEANS. WELDERS CERTIFIED TO '�y eiREc^I , j b. W DRS SHALL BE ERT IED PER AWS AND THE PERMITTING AUTHORITY y r ,,, P B. THE CONTRACTOR SHALL FORMULATE THEIR OWN CONCLUSIONS AS TO THE EXTENT REQUIREMENTS 'o OF EXISTING SUBSURFACE CONDITIONS AND CONSTRUCTION AND SHALL COMPARE H. TIMBER LAGGING: ROUGH SAWN DOUGLAS FIR, PRESSURE TREATED. 4. ROGG�'" THE LOCATIONS SHOWN ON THESE PLANS WITH THEIR OWN FIELD OBSERVATIONS AND I,_,,.RE . ,z_3,..., I CONSTRUCTION MODELS.ALL UTILITIES AND SUBSURFACE CONSTRUCTION MAY NOT 9.0 SPECIAL INSPECTION PROGRAM BE SHOWN ON THESE DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUBSURFACE UTILITIES AND CONSTRUCTION. A. PILE INSTALLATION, EXCAVATION, LAGGING INSTALLATION, TIEBACK INSTALLATION AND C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL TESTING. REPORT DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. a. CONTINUOUS 3.0 THE DESIGN CRITERIA FOR THE SOLDIER PILE WALL ARE: b. GEOTECHNICAL ENGINEER SOLDIER B. STRUCTURAL STEEL FABRICATION A. GEOTECHNICAL DESIGN CRITERIA ARE PER THE GEOTECHNICAL REPORT BY SHANNON a. CONTINUOUS PILE 'I LE Vt `Lb, OWNER'S SPECIAL INSPECTORAND WILSON DATED MAY 8, 2018. B. DESIGN GEOTECHNICAL PRESSURE, PER THE REFERENCED SHANNON AND WILSON C. REINFORCING STEEL PLACEMENT NOTES REPORT, ARE INDICATED IN DETAIL 2/SH4. a. PERIODIC C. DESIGN ELEVATIONS, CONSTRUCTION SEQUENCE, AND OTHER DESIGN CRITERIA ARE b. OWNER S SPECIAL INSPECTOR PER AMEC FOSTER WHEELER. D. CONCRETE PLACEMENT a. CONTINUOUS 4.0 DRILLED VERTICAL SHAFTS b. OWNER'S SPECIAL INSPECTOR z E. SAMPLING AND TESTING: "` A. DRILLED SHAFTS INSTALLATION SHALL BE PER SPECIFICATIONS. ALL SHAFTS ARE TO a. AS REQUIRED BE DRILLED USING TEMPORARY CASING. b. OWNER'S SPECIAL INSPECTOR B. SECONDARY SHAFTS ARE TO BE INSTALLED INTERLOCKING WITH THE PRIMARY PILES. C. PILE INSTALLATION SEQUENCE F. SPECIAL INSPECTION PROGRAM FOOTNOTES: a a. DRILL AND PLACE THE PRIMARY AND SECONDARY PILES. DO NOT DRILL A SHAFT a. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE WITHIN 7'-0" (CENTER TO CENTER) OF A PREVIOUSLY DRILLED SHAFT UNTIL PROCEDURES ACCORDING TO THE APPLICABLE CODE. o CONCRETE IN THE PREVIOUSLY DRILLED SHAFT HAS CURED FOR A MINIMUM OF 12 b. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE 8 HOURS. SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE b. FILL PRIMARY SHAFTS WITH CONCRETE FROM THE TIP TO ELEVATION 134'-0", OF CONSTRUCTION OR OPERATION IN QUESTION. AND WITH CLSM ABOVE ELEVATION 134`-0"TO GRADE. c. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: c. FILL SECONDARY SHAFTS WITH CONCRETE FROM THE TIP TO ELEVATION 934"-0", I. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT AND WITH ROCK ABOVE ELEVATION 134'-0"TO GRADE. DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATIENTION OF THE GENERAL CONTRACTOR FOR CORRECTION,THEN, IF 5.0 STRUCTURAL STEEL PILE UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. v ii. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING z 0 A. CONNECTIONS TO THE STRUCTURAL STEEL PILE, INCLUDING PLATES, HSS, AND OFFICIAL, STRUCTURAL ENGINEER, GEOTECHNICAL ENGINEER, AND GENERAL 1 HEADED STUDS, SHALL BE FABRICATED OFFSITE WITH CONTINUOUS SPECIAL CONTRACTOR. 41 INSPECTION OF MATERIAL, FITUP,AND WELDING. ill SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL i B. PILES SHALL BE ACCURATELY PLACED IN THE DRILLED HOLE, MAINTAINING VERTICAL INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN CONFORMANCE WITH POSITION, GRADE, AND ALIGNMENT,TO TOLERANCE. THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. (t C. LIFTING HOLES OR OTHER ERECTION AIDS ADDED TO PILES ARE TO BE SHOWN ON THE d. DUTIES OF THE GENERAL CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: z SHOP DRAWINGS,AND ARE TO BE SHOP FABRICATED. i. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 D. NO FIELD FABRICATION IS TO BE PERFORMED ON THE PILES, UNLESS INDICATED ON HOURS BEFORE INSPECTION IS REQUIRED. THE SUBMITTED SHOP DRAWINGS,AND SUBSEQUENTLY APPROVED BY THE OWNER'S ii. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN U) Q REVIEWING ENGINEER. OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR ,, AND APPROVED BY THE BUILDING OFFICIAL, 6.0 TIEBACK ANCHORS w "' CO iii. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT � C.� (� � DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. C ) A. PER SPECIFICATIONS, THE CONTRACTOR SHALL DESIGN THE PRESSURE GROUTED iv. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL W 0 N TIEBACK ANCHORS, BEARING PLATES, AND OTHER ITEMS REQUIRED FOR A COMPLETE INSPECTOR >� " CI) TIEBACK INSTALLATION. SUBMIT COMPLETE DRAWINGS,AND CALCULATIONS, SHOWING e. DEFINITIONS: Ce W z THE TIEBACKS AND CONNECTIONS TO THE SOLDIER PILES. DRAWINGS AND I. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK < 0 LLQ < CALCULATIONS SHALL BE DESIGNED, STAMPED, AND SIGNED BY A LICENSED ENGINEER REQUIRING SPECIAL INSPECTION AT ALL TIMES. 1:1" Z LLQ F- O IN THE STATE OF OREGON. ii. PERIODIC INSPECTION:THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO < < 0 Z W B. ANCHOR DIAMETER SHALL BE SUCH THAT THE ANCHOR MAY BE APPROPRIATELY CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE. I'"` DRILLED THROUGH THE PILE, AS INDICATED ON THE DOCUMENTS. DC O O m Et C. ANCHORS SHALL BE DRILLED WITH CASING TO PREVENT LOSS OF GROUND DURING 10.0 STRUCTURAL OBSERVATION D -- INSTALLATION. O '-. Z 0 •. STRUCTURAL OBSERVATION SHALL BE PERFORMED BY ROGGENKAMP Q QUO 7.0 LAGGING STRUCTURAL ENGINEERS, PC, THE STRUCTURAL ENGINEER OF RECORD, OR THEIR N - a) <C LAGGING IS TO BE INSTALLED AS THE EXCAVATION PROGRESSES. IMMEDIATELY AI-1 H:1 DESIGNATED REPRESENTATIVE. THE GENERAL CONTRACTOR SHALL NOTIFY THE co- LO STRUCTURAL ENGINEER OF RECORD FIVE BUSINESS (5) DAYS PRIOR TO THE START `" INSTALLATION, BACKFILL VOIDS BEHIND LAGGING WITH CLSM, PROVIDING 1/4" WEEP ",,� < 1%**- F- SLOTS BETWEEN THE LAGGING BOARDS. IN NO CASE SHALL MORE THAN 4'-0" OF OF THE STAGE INDICATED BELOW TO COORDINATE THE DATE OF OBSERVATION: VERTICAL SOIL BE LEFT EXPOSED WITHOUT INSTALLING LAGGING AND FILLING VOIDS CO U) BEHIND LAGGING. IN NO CASE SHALL MORE THAT TWO BAYS (7 FEET) BE LEFT a. PILE INSTALLATION EXPOSED PRIOR TO INSTALLING LAGGING AND FILLING VOIDS BEHIND LAGGING. b. TIEBACK INSTALLATION z Ca DATE MAY 14,2018 PROJECT NO. 7-61 M-133560 FINAL�- IN L DES G SHEET "� 'LI Co:',tom' V H5 s SHEET 16 of 20 • IgfE'S19F.SE CiNN6GSARC Sf1E VRODfRri 6t/VGFCS7ERxFQEt,CM EhY,NO)N1£Nf AtA4VfiKSSR4CIW7C.INC-lW M{C NQ1 TOOERF9fl0:XJCEOAIN.Y MAiiERVATt1047J T/ f] RES,YRbI1FlV GC.`$EKF OFAN.Of8S7FRN:IfE.ER�/JiDNiRAS77iuGFtIRG.MIC-AW/i5 CUEliF- THIS DRAWING IS FULL SIZE WHEN PLOTTED 34"x 22"