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Plans OFFICE COPY Lie :A I D LEAN WATERSE RV I C E S D . 21 1Zk____._______ M � �y )ann_ng C •- DURHAM AWWTF RECEIVED .. VALIDITY ®r PERMIT LSFP 2 p ��"3 THE ISSUANCE OF A PERMIT TANK RET RT F I T OFFI E COPYFTGSU; BASED ON CONSTRUCTION CITY OF TIGARD,, DOCUMENTS AND OTHER DATA SHALL NOT PREVENT PROJECT NUMBER 6992 REVIEWED FOR CODE COMPLIANCE THE CODE OFFICIAL FROM Approved: �[�j ] REQUIRING THE CORRECTION OTC: [ I • OF ERRORS. OSSC 105.4 BID SET SEPTEMBER 2020 Permit , o A 7.0 Sa�a Suite#: PROJECT B \ r Date: 19- 7— w • LOCATION t I _ �. v. .�- iii Imo SPECIAL 3PrSPEC } `: N REQUIRED UIRED �� F / ' ate of Or r�( ) Specialty �t ASTORIA ���w' ? �t t �Tr Li v V�.+lC11 Cod IN S ... . 7 g HOOD RIVER .. a• D• - -.. . �.� Concrete and RO!nxr.+rc;rg Steel PORTLAN• �t-- v THE DALLES PENDLETON oA <. - at Bolts:nstaiW ici! .,ncrete TIGARD.4 ENTERPRISE - TILLAMOOK v.wraixP :r LA GRANDE - '� ` �1 Special Mrent-Pesisting Concrete Frame 05 1i 'w.wl 'd aiAcrou-, g SALEM a - .u <INI �I ReirPora:sg Sie�@f d Prestressing Steel Tendons U im.,.\ $ BOX. , LE o N WPORT >. -- - � Pll Str'veturaf v..s: inx �' Z};l PRINEVILLE I :°PC • ' 7.,- -i_ `piy, "u ��i ; m Q © 0 REDMOND c sr. t ,y_i g -� cn t P, . SISTER " P TIGAR --c. •�A• N y{l� �itr' `.{',�,_ c. CI O EUGEN BEND VAL a- •,V ..:� I�� �?i .�.. `'o BEY• a III Stt'UCtU fal if ywU�rY • ,r• ,^ •O!�/%II \ RHAM - RosEwoo°sT R@Iritor' C!Cag: fL;.,,L.Ui1Cr@t@ r' BURN. PROJECT LOCATION .- i - i:�a °' DURHAM FACILITY ►�' I X�. 1111 Insulating C rs I "F.F j I CD 16060, 16375 AND N G I , , Pm tl /i" i z RosEBURG OREGON 16850 SW 85TH AVE 3 ,fi m, n � ❑ SprayA rp?ie F;rs_F:esistive Matevials TIGARD,OR 97224 P y i ?•`'_ I, ❑ Pilings, Drikl@d Piers and Caissons o _ P =' w JALATI'i y Ea; , ❑ Shotcrete GOLD p D LL Special Grading, "' BEACH MEDFORD R. w- p Excavation and Filling v KLAMATH FALLS LAKEVIEW N O LOCATION MAP ❑ Smoke-CUntrOi S stems N O El Other Inspect ors V VICINITY MAP o,, •N I Brown AND Caldwell 1 ,.5�`` °PN°FFp 9 4 94228PE r— o. O ORIG PROJ NAME: SHEET TRLE'. SHEET: t OF: 63 CN'�. Di itally Signed 0,0 DEN:SMP DATE: GENERAL OREGON CWS DURHAM AWWTF FOG COVER PAGE, DATE: N "'e \ c c_—`--- PLOT YOv X[. tto o CSN:gpB DWG x THIS BAR IS ONE INCH aieanWate S 0001 PNIIIP CEN:TAM CAD FILE A154061-G-00i.DWG WHEN DRAWING IS FULL TANK RETROFIT PROJECT VICINITY AND Pc.: a w SCALE. Our cammifine\t u clot. LOCATION MAPS I E=%RES"�'a°" v o APED:TAM SCALE'. DESCRIPTION 2550 SNf H�DOfO Hwy. HIASbOIO.Oregon Ji'I23A319 PROJ x: 6992 ENGR STAMP: a REVX CATE DRN APED L • MAIN PLANT ENTRANCE - . - — ' ai 0I c. 4, 1 0 100 200 300 Q{ r - 4 ;: I r_ Z . C i Scale In Feet PEPS r 0�311 DIN.a2. ,..-- k, ai GENERAL NOTES: y [ "! 4 a : --- r 1. COORDINATE CONSTRUCTION ROUTES,ACCESS,AND NE _ WORK AREAS WITH OWNER. v i -_ •. ,. _ AC EARIFIERTE 1 i !AERATION N "\ ' I - PRIh1ARY ; I - • ry +� - >'� i> i"i 4. I I ; SECONDARY FOG FACILITY t ----. CLARIFIER '"" I • __- ti -, BUILDING --:' 4 I ENTRANCE(GATED) '; ter y r I:y; CHEMK'AL _ I r • , I. • . 041r 7' ' ' ; r , ; , , I ;aw i'l air✓oaf ,, I ' , y,' ,I, • '.� F1Lli1 O b _ SE CONDARY RY 1 , ``�L, { .� r LJ RRIM1tARY a _. I'' l • 1 CLARIFIER 1 ,=. 9 ' A� - tea �� -p, 3 . . FI R J I PRIMARY • i - CLARIFIER FIER % nI 2 .•.e SURGEBASIN 1CONTRACTOR'S I_ ACCESS ROUTE '� SEPTAGE � RFCE0.IN II AERATION e r i BASiN.€ `e� `- - PRI^1ARY ` SECONDARY\" v1 ;F #i, (; CLARIFIER �. CLARIFIED 'YERT}ARY . j}• 9 CLAl;FF ERS --. % F'y, 'ACWATION r ..._ Ii ti I, 9 ,] e . ©1'N 'I ( I • 1 k -FlLIEF2S -Ar* ,. - .... J _ • t - v- n FILTER TER / r STAGING AREA %' �� i .',• • • '_, T •• •• - - FACILITY 715-BROWN GREASE r a _. RECEIVING C IVING FACILITY iat t-r WAVERLY pA ■i r, i BUILDINo t` �_-, '�'' V" CONTRACTORS PARKING AREA �. _• •-•( ' � 4 y! ,u,` `- °<" �✓r`; c_ ‘ALONG SW 85TH AVE DURING ='; '. : I .•FACILITY 750-DIGESTER s•+r -J ` PROJECT CONSTRUCTION _y_ _ o 11` fCOMPLEX 2(Dc2) - a SOLID C A g" •` t -� ODOR .i-' k� m I • A�..+'J CONTROL _- r � s. '- _._ 1 BIOFILTER , , ` g _ .. 4 ;� _ faro I g 9 I. INFLUENT _ 1 ,` A. ) • �' Lc ti I PUMP - i STATION 1 •_I _ - - f *'i._.t'�--" ���. r r ELECTRICAL ( . a r sassranON d ,. 1 . r ; l� , i g • I { m ,r 2 o Brown AND Caldwell i &< 17144.4 �' yt mtC22SPE r oa URN:DRP CRIc a PROJ NAME SKEET TITLE' snsET. 3 OF' 63 DWG n. Di itally Signed 38 DATE: GENERAL OREGONe UI� CARTAB [MOP. THIS BAR IS ONE INCH CWS DURHAM AWWTF FOG 74 PLOT g�`an""lo w a CM'TAM CAD PaEa154061-G-003.DWG WHEN DRAWING IS FULL ©eanWaher Seniees TANK RETROFIT PROJECT EXISTING FACILITY PLAN AND PEca G003 "�`"Ii1PB� Our commitment it clear. SCALE. I EXPIRES:+vrsumz+ I �g aPPD,.TAM CONTRACTOR STAGING AREAS cws 6992 REV4 DATE CRN APR) DESCRIPTION ?i.i3 SW HIIF:btrrr;HAT Hillsboro,Oregon 97123-9379 PROJ Y: FNGRSTAMP: LLu - R See i YNYv y{ h5 Q`�- 'VOID'S r� µ�ASA1RESOIL iSRTW➢KD 44Fe { i , 1-1*1 RADIUS-25'MIN . �y AVIW "' USE SIMKO LOOPS N[IRS DEPTH TIN. SLOPE OVER T+I 2"POSTSi SEDIMENT FENCE TO HAVE STITCHED FROM TOO LOOPS AROUND 2'x x POSTS 2. BURY BOTTOM OF FILTER FABRIC SE PLAN VIEW CRAWLCE CONSTRUCTION CURB RAMP ` 18' 3. l r 2'ALLY FIR.BELOW PINE OR NISIEELDFGRADE. ENTRANa'-D• ENCE POSTS. a POSTS TO BE INSTALLED ON UPHILL 1.1 PAVEMENT i SIDE OF SLOPE. 0 VV�= A ,\ 5 COMPACT BOTH 90E5 OF FILTER 4111111111/. FABRIC TRENCH . E[ISnNL WAVE 1' Tw_ ISE0 'E ". WMIx; 6. PANELS MUST BE PLACED MAtt AL%- DRAORDINGWING TO SP40. ON DRAWING N0.910. E` ""` PROFILE, 2-8 E4Y 0 uIN CLOSES_ '`wtwe ;S' I. THE ENTRANCE SHALL BE uRNTAINED IN A CONDITION THAT WEL PREVENT TRACKING OR ROWING 1111. OF SEDIMENT ONTO TIBIIC RIGHT-OF-WAYS.USE F-WAYS THIS SEDIMENT REQUIRE TOP DRESSING,REPAIR AITp/OR • - "LIE"E TOIL uATWAL EDP RAP,AS DETERMINED CLEAN CUT OF ANY MEASURES USED TO TRAP SEDIMENT. ` 36'WOE RCVS NON-WOVEN GERRXRLE Br ENPNEER, 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RICNT-OF-WAY. WE DRAW°F/TO 3. WHEN WASHING IS REQUIRED.IT SHALL BE DONE ON AN AREA SIABIUZEO MTH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. /��, j PROFILE a. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING TIE SITE VIA THE CONSTRUCTION E• iLv//i ///�/�/�// I�'��{/A ENTRANCE.OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 1 -(� FILTERING SYSTEM. L U Ii NUTS. S. DWEN9fN� ANGLE FAMILY 1. ADDITIONAL BLIP'S ARE REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. 20'LONG BY 20.WIDE 8-DEEP OF BY-MINUS CLEAN ROCK. I 6'MALYW SPACING OMMFRETAI/WM DEVELOPMENT 50'LONG BY 2O WOE 3-6-CLEAN ROOD GOVERNING AUTHORITY MAY REWIRE GEOTEIRE FRONT VIEW FABRIC!0 PREVENT SUB-SOIL PUMPING- OUTLET PROTECTION RIP RAP 1 CONSTRUCTION ENTRANCE SEDIMENT FENCE DRAWING NO. 820 DRAWING NO. 855 DRAWING NO. 875 DROP INLET STASES(2'F 2•F 3') MAY BE USED SHORT TERM In WITH GRATE W/UTILITY WORK AND W/ PHASING OF DEVELOPMENT ................ v ALOE 4I II II II I �III ll Y�x� II / ..*-•"''' MOOD STATE PLACE WATTLES M1 FS C SLOPE lgIRS ITN, � IIII PROFILE I FILTER FABRIC E. .. �11� AREA DRAIN WHEAT STRAW.RYE IY1 i-----. GRASS STRAW. 60'(TYP) STAGGER MOONLIT OR ` ' .Gxrs EXQlsd WATTLES CATCH BASIN n�, R 'VC m FLOW,4 i f N SECTION �\ N, o - mw EPxPM f FLOW STAKING SPACING Slepe e O.C. PLAN VIEW I • C T now ROW Sone 4H:TV A o �"�_i �_i I 'A yR II STAKES -I} • (.3 I x NIL vvwc a�IIING ATOIIDLur BE INSTALLED w FILTER FABRIC ' •DITCH INLET DITCH INLET PLAN VIEW sT overtop NOTED T' ARES RUNOFF WATER CuPHILL II. STAKING WIRIER STRUT WITH SEDIMENT / tfiwu SOS Or RATTLES.d STEEP SLOPE OR aP of eagz. NA MY EROSIVE WAS - I I— la- ''''ES FILTERED WATER TO STARMHATER STRUCTURE. I 2 EPA6YL H ACCORDANCE ITN DETAIL VW. III I:IIIHI1III TE r VI a S REMOVE ALL ROOKS,MODS,VEGETATION IN _ I CRIER OBSTRUCTIONS SO THAT TIE INSTALLED III-III III .III NOTES WATTLES ALL RATE DIRECT CpIIALi Wm ME LI PLAN VIEW VOL I—I I1=111=1 I 1=11 I y I. ADDITIONAL MEASURES MUST BE CDNSMEAED DEPENaxG ON 9GIL U I. INSTATE THE WATITES IN A Y DEEP ENNOT, BURIED RLRR- TYPES INSURING THAT No GAPS COST 9EMEEN THE FABRIC(MIN.A'DEPTH) 0 2. MO-ALTER BAGS SHOULD BE STARED WHERE N4LIPl8LE SOL AND THE BATTON M THE WATTLE ME LTaI DOS OF ADJACENT WATTLES SHALL BE USING(2)t•x2'RODEOS STARES OR AFHiMED FOWL PER BAG. OVERLAPPED 1 Ft MINIMUM THE FIELD PROFILE WOMEN.'PASSING THROUGH E nELI JPNT. 3. MANE USING SD-9T-YYS TO PROTECT A BASIN 19U % NAVE a BAGS ANO THEY SHALL BE OVERLAPPED BY 6. m'R �g INLET PROTECTION INLET PROTECTION EIXlEVRTNEpNFORYARCN ON DESIGN CRITERIA SEE WATTLES TYPE 3 TYPE 4 CHAPTER a OF CLEAN WATER o A p DRAWING NO. 880 ANDVREOIOFNTCRO CONTROL ONTREVExigN 3h I Brown AND Caldwell DRAWING N0. 910 DRAWING N0.915 Ds6DMRNTwry rsa E PLANNING AND DEnEN MANUAL -n�{\P;Ofp',, �S� G 1 N F"�1O 1 '"' 9422EPE UI0 URN PBS SAE: PROJNAME. SHEET TITLE SHEET: 6OF. 63 DING II ItaIIASIg OREGON o`ESN.TR 04050 THIS BAR IS ONE INCH CWS DURHAM AWWTF FOG CIVIL DAPLTE. C1 02 MR1LI , CleanWaber Services DA E: 0HI n. . GIVE.KAD CAD FILE z:154061-C-102.DWG WHEN DRAWING IS FULL Our commitment is clear. TANK RETROFIT PROJECT EROSION CONTROL DETAILS P ca: M d SCALE. 1 EXPIRES:12niaD21 I v o APED:OPH SCALE: DESCRIPTOR 2550 SW HIIISLvru H Hillsboro,Oregon 9 71 2 3-9 37 9 PRO 6992 LNGR STAMP: REVB DATE DON APPO WY 9 CAS Y: E • ESC STANDARD NOTES: i. GENERAL NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND - /f R 1. EROSION CONTROL MEASURES NOTED ON THIS PLAN EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES INSTALLATION,AND ;, /'/ - '- .ti "*' --- -_-- REPRESENT THE MINIMUM EROSION CONTROL THAT F MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR ! / _ MAY BE NECESSARY TO PROVIDE EROSION AND THE PERMITTEE MUST PROVIDE DAILY INSPECTIONS OF THE EROSION AND ,. ♦ _ SEDIMENT CONTROLS AND DISCHARGE OUTFALLS -- --- - - -- -- / ' -- -.. SEDIMENT CONTROL FOR THE PROJECT AREA. IT SHALL - -- T CONTRACTOR'S RESPONSIBILITY TO PROVIDE 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND J --- ~� "- - ANY AND ALL ADDITIONAL MEASURES NECESSARY TO CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31ST EACH C - ---- --- -- --" --- - 4 YEAR. 7 2 7 -•,..'''''-'' . I ADAPT TO CHANGING CONSTRUCTION ANDSTAGING _ __:: -_ _ _ �_._ ..._ - �� ' ,y .i - OPERATIONS. 3 ALL EXPOSED SOILS MUST BE COVERED,AT END OF BUSINESS DAY,DURING _ _ WET WEATHER PERIOD,FROM OCTOBER 1-MAY 3t. ' - --- -7Fk! _ _. _-- ,% -- _ - - `I 2. SEE SPECIFICATION 02370 SOIL STABILIZATION. 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN ),i1 ' „ ^,�" / ,d- � 2 /•�� - # ' e�- -- > GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING J `\ ,,,,..• «• - J/ 1 4 3. SEE SHEET C-102 FOR EROSION AND SEDIMENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS IO CO / k / • -- ' ❑ .• ® - -. p ' j CONTROL STANDARD DETAILS. CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT ESTABLISHED I 4 / / •` r I I. / F " � 4. CONTRACTOR SHALL PROTECT ROADS FROM 5. aINrAIN AT ALL TIMES DURING CONSTRUCTIONCO `s INSTALLED AND I ` © -. ❑ I INCREASED TRUCK TRAFFIC AND MUD ACCUMULATION > r DUE TO WET WEATHER CONDITIONS AND SHALL 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE IQ CONTRACTOR - , WI ~ �; REGULARLY SWEEP(AT LEAST WEEKLY)PAVEMENT ON CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STAGING AREASillp 31 ACCESS ROUTE THROUGH THE PLANT THAT ARE USED STABILIZED OR PROPERLY DISPOSED.THE CAUSE OF THE SEDIMENT p �, I .I BY CONTRACTOR PERSONNEL OR EQUIPMENT. NEW RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE / ^ , FACILITY 715 \ I . O 1 DAMAGE TO PAVEMENT OR NEARBY IMPROVEMENTS ON OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP I �`,; I . I . BROWN BROWN GREASE - I I:, THOSE ROUTES DURING CONSTRUCTION SHALL BE OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON Ip DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME ,� RELIEVING FACILITY ❑ - REPAIRED OR REPLACED ON AN ONGOING BASIS. • , rpn.' II � - CONTRACTOR � L '« 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, ,�'„, „`, STAGING AREA A L'4' , , 5. PROTECT ALL EXISTING FEATURES WITHIN WORK AND DRAINAGE WAYS OR WATER BODIES •. 1® I i., I STAGING AREAS FROM DAMAGE DURING B. SEDIMENTSUREMUST REMOVED FROM BEHIND ALL SEDIMENTD CONTROLARIERn a L CONSTRUCTION UNLESS OTHERWISE NOTED. MEASURES WHEN IT HAS REACHED A HEIGHT OF t/3-RD THE BARRIER I � , � p I MEA RE REMOVAL ./ 'HEIGHT AND PRIOR TO THE CONTROLMEASURES I \i GI , t I B. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE I N. \ r 5 0 SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT p / '• _ I®. • J • \ , s ` /�, M `i COMPLETION OF PROJECT L O p =Z_ o / KEY NOTES: 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE I• M_ - i i I PROPER STORAGE,APPLICATION,AND DISPOSAL © •4Ai © I STAGING AREAS-PLACE A MINIMUM 12-INCH THICK I O n.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED oas. O � ;• I ° "I CRUSHED ROCK LAYER WITHGEOTEXTILE CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTF LIQUID WASTE, I• `.\„ '. \ • E I •. REINFORCEMENT FOR GENERAL WORKING AREA,AND OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING x _ ,' _ -, GRAVEL ROAD SECTION IN ACCORDANCE WITH DETAIL CONSTRUCTION. I I \\ �. ' 1 P� • 1IC504 FOR VEHICLE TRAFFIC AREAS. REMOVE ALL I , ewe. ? ROCK AND GEOTEXTILE AT COMPLETION OF THE iz.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH I 6 I• \; . • `•, 5-�'.`�� �� PROJECT. SCARIFY THE AREA 12"MIN.TO PREPARE VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. • , NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE l - " - FOR SEEDING(BY OTHERS). MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE - ! %\\ - •I/ © / ''� tl SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY • �� - - p O2. INSTALL SEDIMENT FENCE. SEE CWS STD.DWG.NO. RIPARIAN ZONE I': I A� / ‘.4 875 ON SHEET C-102. 13-OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER p. - I/ I A / � UNTIL.INLET INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL r € `,\ -_ •' REMOVAL 0 • ' J. O3. INSTALL WEIGHTED WATTLES WITH SAND FILL. INSTALL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES b I I I I I I • • • ,,� O F SIMILAR TO CWS STD.DWG.No.880 ON SHEET ON STANDARDS AND STATE,AND FEDERAL REGULATIONS. r : Lam_'_ -^ - - .:4 _. SHEETC 102,WITHOUT STAKING. 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE t. - I 7 CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN H._ '^I 4 INSTALL CONSTRUCTION ENTRANCE SEE CWS STD ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE 7 DWG.Na 885 ON SHEET C-102. CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION , 10 I FOR THE DURATION OF THE PROJECT.NOTE'.VEGETATED CORRIDORS TO BE ' 0 INLET PROTECTION. SEE CWS STD.DWG.Na 910 FOR DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL V. . LANDSCAPE AREAS OR DWG.NO.915 FOR PAVED ! AREAS,ON SHEET C-102. 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE ,'� • / INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT ' \2, CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR N H \ • 2 N O OUTLET PROTECTION. SEE CWS STD.DWG.NO.820 ON mTHE DURATION OF THE PROJECT. H SHEET C-102. a VE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO \ L 10 LIMITS OF CONTRACTOR WORK AREA. 3 16 MIS REHASIF 1IDENTFEDEON THE PLANSOR AS SPECIFIED ABY THE DESIGN THE ` . _-a-_- O7. ENGINEER. _ - -" 1 0 PLACE 3"DEPTH OF COMPOST OVER FUTURE 0 17_WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS _ LANDSCAPE AREA. FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN ' p THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS. 0 O' I 0 - TEMPORARILY SEED,OR PLACE PLASTIC SHEETING OR I SOIL MUST BE DRAIN SUFFICIENTLY FOR MINIMAL SPILLAGE. EROSION CONTROL MAT ON SLOPES OF EMBANKMENT rr - FILL FOR TEMPORARY TANKS IN ACCORDANCE WITH '7';'.,''' 18.ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN ( 6 !' SECTION 02370. -.2 UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT // CONTROL BMP(I.E.FILTER BAGI. if I 10. CONTRACTOR'S EMPLOYEE PARALLEL PARKING ALONG 19.THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN SW$$TH AVENUE. MOST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER a'' f u�i DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY.OR OTHER i I w PROPERTIES. / p1 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM �N f N REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THEli c6 CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS ,4 n, NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. ,/ « e Lr. 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND - r AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. -" . ' -- -- ,,+' L N i o a rn m 22.IN AREAS SUBJECT TO WIND EROSION APPROPRIATE BMPS MUST BE USED ---- _. '- F! ;.'/ - `k m WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC , / ti' v Q p SHEETING,MULCHING,OR OTHER APPROVED MEASURES. �' i C �� O om 0 20 40 60 m Brown D Caldwell /eFD FROfFJ,o 'i F , Scale In Feet f/f��I N 9 9 on N °` 942aPE 3 OWG ERGS NAME: SHEET TITLE: SHEET: 7 Of', 63 DWGP: Dieitally Signed OIo DEN.PBS DATe: CIVIL OREGON 5"- PLor ^ ✓ �'4Y •L0�4, >m OSN:TR DAD P. BATE: C 10� ♦ `tier 13 N THIS BAR IS ONE INCH C1eanWater SeMces CWS DURHAM AWWTF FOG 4n- 1L14 0Fa$' .' CHIC KAD DAD FILE R:154061-C-103.DWG WHEN DRAWING IS FULL TANK RETROFIT PROJECT EROSION CONTROL PLAN FLEE. a c Our commitment it clear. $GALE, I EXPIRES.1291I2021 I o APED QPB SCALE: REAR DATE can. APPG DESCRIPTION 2J50 SW 11111.sbsro l lwy. H IIIsb0T0,Oreg 'I PR on 97123.937OJ#. 6992 Orion STAMP: it 2 GENERAL DESIGN CRITERIA(continued) CONCRETE (continued) DOWELS • G 1 SCOPE D 6 SEISMIC C 5 BAR DEVELOPMENT AND LAP SPLICE LENGTH DL 1 LOCATE HOLES IN EXISTING CONCRETE TO MISS MAIN REINFORCING BARS, THE GENERAL NOTES AND STANDARD DETAILS ARE GENERAL AND APPLY MCE ACCELERATION,SHORT PERIOD Ss=0.85 g SEE TABLE AT THE END OF THESE STRUCTURAL NOTES.IN SLABS SPLICES STIRRUPS AND EMBEDMENTS. THIS MAY INVOLVE RELOCATING DOWELS TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC MCE ACCELERATION,1-SEC PERIOD S,=0.39 g OF ADJACENT REINFORCING STEEL BARS SHALL BE STAGGERED AT LEAST FROM POSITIONS SHOWN. NOTIFY THE OWNER OF ANY DOWEL RELOCATIONS. INDICATIONS TO THE CONTRARY. SITE CLASS D ONE SPLICE LENGTH,UNLESS OTHERWISE SPECIFIED. PRIOR TO DRILLING HOLES,FIELD VERIFY AND MARK THE LOCATION OF DESIGN ACCEL,SHORT PERIOD Scs=0.68 g NEARBY EXISTING REINFORCING BARS,STIRRUPS AND EMBEDMENTS USING A G 2 PRECEDENCE DESIGN ACCEL,1-SEC PERIOD.. SD,=0.50 g C 6 WELDING REINFORCING BARS PACHOMETER. IF THEY ARE HIT DURING DRILLING,NOTIFY THE OWNER. IF THERE IS A CONFLICT BETWEEN PROJECT SPECIFICATIONS AND RISK CATEGORY III ALL REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A706.REBAR STRUCTURAL DRAWINGS,INCLUDING STRUCTURAL NOTES,CONTACT THE SEISMIC IMPORTANCE FACTOR . Ia=1.25 IP=1.00, WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. DL 2 CLEAN AND PREPARE HOLES IN ACCORDANCE WITH THE EPDXY STRUCTURAL ENGINEER OF RECORD FOR CLARIFICATION. SPECIFIC EXCEPT FOR FIRE PROTECTION SYSTEM,EGRESS STAIRWAYS, MANUFACTURER'S RECOMMENDATIONS. AS A MINIMUM,BLOW COMPRESSED NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL AND COMPONENTS CONTAINING HAZARDOUS MATERIALS IP=1.50 C 7 STANDARD HOOKS OIL-FREE AIR FROM THE BOTTOM OF HOLE TOWARDS THE SURFACE, NOTES AND TYPICAL DETAILS. SEISMIC DESIGN CATEGORY D BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE DRY AND CLEAN HOLE OF CONTAMINANTS. ELEVATED TANKS,VESSELS,BINS OR HOPPERS REQUIREMENTS OF ACI 318-14. PROVIDE STANDARD HOOK IN BARS WHICH G 3 DIMENSIONS ON UNBRACED LEGS OR SYMMETRICALLY BRACED LEGS R=2 TERMINATE AT WALL OR SLAB EDGES 1 INTERSECTIONS THAT PROVIDE LESS DL 3 PRESSURE GROUT ALL HOLES DEEPER THAN TWO FEET. SUBMIT PROCEDURE STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO THE Oe=2 THAN THE SPECIFIED DEVELOPMENT LENGTH. AND TECHNIQUE FOR PRESSURE GROUTING TO OWNER FOR APPROVAL PRIOR MECHANICAL OR ELECTRICAL EQUIPMENT AND DIMENSIONS RELATED TO TO PLACING EPDXY. EXISTING FACILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FOUNDATION C 8 CHAMFERS CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EXCEPT AS OTHERWISE REQUIRED,EXPOSED CONCRETE CORNERS AND DL 4 FILL EACH HOLE WITH A SUFFICIENT AMOUNT OF EPDXY TO COMPLETELY CONSTRUCTION DIMENSIONS AND NOTIFYING CONSTRUCTION MANAGER F 1 DESIGN BASIS EDGES SHALL HAVE 3/4"CHAMFERS. RE-ENTRANT CORNERS SHALL NOT SURROUND THE DOWEL. INSERT THE DOWEL AFTER THE EPDXY IS PLACED IN • OF DISCREPANCIES IN A TIMELY FASHION. FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS CONTAINED IN THE HAVE FILLETS. THE HOLE. GEOTECHNICAL REPORT,"SCHEMATIC DESIGN REPORT DURHAM AWWTF G 4 PROVISIONS FOR EQUIPMENT COGENERATION AND BROWN GREASE RECEIVING FACILITIES PROJECT'BY C 9 ANCHOR BOLTS STEEL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS,ANCHORAGES, CH2MHILL,DATED NOVEMBER 16,2011. CONTRACTOR SHALL FOLLOW THE ANCHOR BOLTS SHALL BE STAINLESS STEEL TYPE 316 MATERIAL UNLESS OPENINGS,RECESSES AND EMBEDMENTS NOT SPECIFIED ON THE PROJECT SPECIFICATIONS AND TAKE INTO CONSIDERATION OTHERWISE NOTED(SEE SPECIFICATIONS). FOR PRE-ENGINEERED METAL STRUCTURAL DRAWINGS,BUT SPECIFIED ON OTHER CONTRACT RECOMMENDATIONS CONTAINED IN THE REPORT. NOTIFY THE BUILDINGS USE GALVANIZED CARBON STEEL F1554. ST 1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC DRAWINGS,SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. CONSTRUCTION MANAGER OF CONFLICTS BETWEEN SPECIFICATIONS AND "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"(AISC 360-16)AND AISC THE REPORT RECOMMENDATIONS FOR RESOLUTION. C 10 COMPATIBLE FINISHES "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"(AISC G 5 MEANS,METHODS&CONSTRUCTION LOADS CURING COMPOUNDS AND OTHER SURFACE TREATMENTS, CONCRETE 303-16). IN SEISMIC DESIGN CATEGORIES D,E AND F,THE PROVISIONS OF CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED F 2 GROUNDWATER AND FLOOD DESIGN ELEVATIONS ADMIXTURES AND SUB-SLAB DRAINAGE SHALL BE REVIEWED BY AISC 341-16,"SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS", STRUCTURE. CONTRACTOR IS RESPONSIBLE FOR MEANS,METHODS AND HIGH GROUNDWATER=156.7 FT CONTRACTOR AND CERTIFIED COMPATIBLE WITH FINISHES TO BE APPLIED SHALL ALSO APPLY. SEQUENCE OF CONSTRUCTION,AND SHALL MAKE ADEQUATE PROVISION LATER IN THE CONSTRUCTION SEQUENCE. TO MAINTAIN THE INTEGRITY OF ALL STRUCTURES AT ALL STAGES OF F 3 DIFFERING CONDITIONS ST 2 MATERIALS CONSTRUCTION. DETERMINATION OF AND PROVISIONS FOR FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION WHICH DIFFER C11 EXPOSED ENDS OF REINFORCING BARS AT SAWCUT OPENINGS IN EXISTING 1.STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER CONSTRUCTION LOADING SHALL BE PROVIDED BY THE CONTRACTOR. FROM THOSE INDICATED IN THE REPORT SHALL BE IMMEDIATELY BROUGHT CONCRETE STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. TO THE ATTENTION OF THE CONSTRUCTION MANAGER. CONTRACTOR IS REMOVE REINFORCING BARS 1 1/2 INCHES BACK FROM FACE OF 2.STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53 TYPES E OR S, G 6 SAFETY RESPONSIBLE FOR REPLACING WORK CONDUCTED AFTER SUCH OPENING BY FLAME GOUGING. FILL HOLE AND REPAIR SURFACE WITH GRADE B. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE NOTIFICATION BUT BEFORE CONSTRUCTION MANAGER PROVIDES CONCRETE REPAIR MORTAR. GRADE B(Fy=46 KSI). SAFETY OF WORKERS AND VISITORS TO THE SITE,INCLUDING BUT NOT ADDITIONAL DIRECTIONS. 3.ALL STAINLESS STEEL SHALL BE TYPE 316 MEETING ASTM A276 FOR BARS LIMITED TO SHORING,BRACING AND ACCESS RESTRICTION. COMPLY WITH AND SHAPES,AND ASTM A240 FOR PLATES,UNLESS OTHERWISE ALL FEDERAL,STATE AND LOCAL SAFETY CODES AND STANDARDS. F 4 EXCAVATION,DE-WATERING&SAFETY SPECIFIED.ALL STAINLESS STEEL SHALL BE PASSIVATED PER ASTM A380. CONTRACTOR SHALL PROVIDE FOR ALL DE-WATERING OF EXCAVATIONS, GROUT G 7 DRAINAGE SURFACES AND DESIGN/PROVIDE ALL CRIBBING,SHORING AND BRACING REQUIRED ST 3 WELDING SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE FOR SAFETY AND TO ALLOW CONSTRUCTION OF THE WORK PRESENTED GR 1 PRECISION NON-SHRINK CEMENT GROUT FOR STRUCTURAL STEEL COLUMNS: 1.WELDING SHALL CONFORM TO AWS D1.1-1 AND AISC 341-16. 1/8"TO 1/4"PER FOOT EXCEPT WHERE NOTED OTHERWISE ON THE PLANS. HEREIN. MASTERFLOW 928 GROUT OR EQUAL APPROVED BY OWNER. 2. ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR A5.5,CLASS E70XX. G 8 OPENINGS F 5 STRUCTURAL BACKFILL GR 2 EQUIPMENT GROUTING 3.STAINLESS STEEL WELDING SHALL CONFORM TO AWS D1.6 WITH A5.4 OR OPENINGS THROUGH NEW AND EXISTING WALLS AND SLABS FOR PIPES, UNLESS NOTED OTHERWISE,STRUCTURAL BACKFILL SHALL BE PLACED IN SEE MECHANICAL SPECIFICATIONS AND SPECIFICATION SECTION 03600, A5.9 ELECTRODES. DUCTS,CONDUITS,ETC.,ARE NOT ALL SHOWN ON THE STRUCTURAL UNIFORM LAYERS AND SHALL BE BROUGHT UP UNIFORMLY AROUND THE GROUT. DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH OTHER STRUCTURE. SEE SPECIFICATION 02200 FOR ADDITIONAL INFORMATION. ST 4 BOLTS DISCIPLINES AND PROVIDE THESE OPENINGS IN ACCORDANCE WITH THE GR 3 EPDXY ADHESIVE GROUT AT ANCHORS INTO CONCRETE:HILTI HIT-RE 500v3 STRUCTURAL BOLTS AT STEEL FRAMING SHALL BE GALVANIZED AND OTHER CONTRACT DOCUMENTS. EPDXY ADHESIVE ANCHOR SYSTEM BY HILTI INC.OR EQUAL APPROVED BY CONFORM TO ASTM A325N(TYPE 1)FOR CONNECTION OF GALVANIZED OR ENGINEER OF RECORD. INSTALLERS OF HORIZONTAL OR UPWARDLY PAINTED FRAMING. HIGH STRENGTH BOLTS SHALL BE FULLY TENSIONED INCLINED ADHESIVE ANCHORS SHALL BE CERTIFIED IN ACCORDANCE WITH UNLESS CONNECTING HSS SHAPES OR OTHERWISE NOTED. STAINLESS DESIGN CRITERIA CONCRETE THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. STEEL TYPE 316 STEEL AND ALUMB NUM FRAMING.OLTS SHALL BE USED FOR CONNECTION OF STAINLESS D 1 GOVERNING BUILDING CODE Cl APPLICABLE CODES ST 5 EXPANSION ANCHORS SHALL BE STAINLESS STEEL"KWIK BOLT TZ" OREGCONSTRUCTION STRUCTURAL L DESIGN SHALL BE CODE.N THIS CODE SH G VE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-16 BY HILTI INC.OR EQUAL APPROVED BY OWNER. EXCEPT HERE OTHE SPECIALTY COD THIS CODE SHALL GOVERN "SPECIFICATIONS FOR STRUCTURAL CONCRETE",AND THE FOLLOWING REINFORCED CONCRETE MASONRY EXCEPT WHERE OTHER APPLICABLE CODES OR CONTRACT PROVISIONS CODES: ST 6 PAINTING ARE MORE RESTRICTIVE. ACI 318-14"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" MA 1 CONCRETE MASONRY UNITS(CMU)SHALL BE HOLLOW LOAD BEARING UNITS STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE WITH CONFORMING TO ASTM C90,MEDIUM WEIGHT. SPECIFICATION. SHOP PRIMER SHALL BE COMPATIBLE WITH FINISH D 2 LIVE LOADS C 2 REINFORCING STEEL DETAILS COATINGS. MONORAIL CAPACITIES SHALL BE PAINTED ON THE SIDE OF 1. STAIRS,LANDINGS,WALKWAYS,GRATING,AND ENTRY AREAS...100 PSF• ALL DETAILING,FABRICATION AND ERECTION OF REINFORCING BARS, MA 2 SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MASONRY(frn)=2,000 PSI. MONORAIL BEAMS. D 3 MAJOR EQUIPMENT LOADS UNLESS OTHERWISE NOTED,SHALL BE IN ACCORDANCE WITH ACI DETAILING • • • 1. FOG TANKS OPERATING WEIGHT DL=228,000 LB(EACH) MANUAL(ACI SP�6),LATEST EDITION. MA 3 CMU WALLS SHALL BE SOLID GROUTED. C 3 DESIGN STRENGTH MA 4 MORTAR SHALL BE TYPES CONFORMING TO ASTM C270. D 4 SNOWLOADS 1. STRUCTURAL CAST-IN-PLACE CONCRETE . Tc=4,500 PSI GROUND SNOW LOAD pg=110 0.9 PSF 2. REINFORCED STEEL ASTM A615, MA 5 CMU AND MORTAR AT WEATHER ENCLOSURE WALLS OR AT ELECTRICAL SNOW EXPOSURE FACTOR Ce= GRADE 60 DEFORMED BARS UNLESS OTHERWISE NOTED CONTROL ROOMS IN HIGH MOISTURE ENVIRONMENTS SHALL CONTAIN"DRY THERMAL FACTOR C,= .2 BLOCK ADMIXTURE"AS MANUFACTURED BY W.R.GRACE CO.,AMOUNT PER SNOW LOAD IMPORTANCE FACTOR . I = 1.10 C 4 CONCRETE COVER LOADSMANUFACTURER'S RECOMMENDATION. FLAT ROOFSNOW LOAD Pr= 22 PSF CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO ACI 318 AND PLUS DRIFT IN ACCORDANCE WITH ASCE 7-16 AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER: MA 6 GROUT SHALL BE Pc=2,000 PSI CONFORMING TO ASTM C476. PLUS RAIN SURCHARGE LOADS IN ACCORDANCE WITH OSSC 1. CONCRETE CAST AGAINST EARTH 3" 2. CONCRETE EXPOSED TO EARTH, MA 7 REINFORCING STEEL SHALL BE ASTM A615,GRADE 60 DEFORMED BARS. D 5 WIND WASTEWATER,CHEMICALS OR WEATHER 2" BASIC WIND SPEED(ULTIMATE) 103 MPH MA 8 JOINT REINFORCEMENT SHALL BE LADDER OR TRUSS TYPE WIRE RISK CATEGORY III 3. CONCRETE NOT EXPOSED TO EARTH, REINFORCING WITH 9 GAUGE SIDE AND CROSS WIRES CONFORMING TO ASTM EXPOSURE CATEGORY C WASTEWATER,CHEMICALS OR WEATHER 1-1/2" A951 AND A1064,AND HOT-DIP GALVANIZED PER ASTM A153 CLASS B-2. TOPOGRAPHIC FACTOR Kr=1.0 MA 9 RUNNING BOND SHALL BE USED THROUGHOUT. MA 10 USE 3/8"FLUSH MORTAR JOINTS THROUGHOUT,TOOLED CONCAVE. . I Brown AND Caldwell i -,47�GiNPF'/may TIMBRE ' DON'.TLB OFIO PROJ NAME: SHEET TITLE: SHEET: 16 OF; 63 Do,s Di itally Signed DATE, STRUCTURAL _ OREGONry 0 DSN'.DAH DWG It THIS BAR IS ONE INCH CWS DURHAM AWWTF FOG PLOT 9yq�ygNZ�F�HP°�" QeanWall etr Services S001 CHK JFH cNo FILE a:154061-5001.DWG WHEN DRAWING IS FULL TANK RETROFIT PROJECT STRUCTURAL NOTES 1 PLC it SCALE. Oar commitment it clear. I EXPIRES OSC00021 APPD:TAM SCALE: ROE DATE DRN nPPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-S379 PROD 9: 6992 ENGR STAMP, STEEL GRATING SPECIAL INSPECTIONS TENSION DEVELOPMENT AND LAP SPLICE LENGTHS (IN INCHES) FOR UNCOATED BARS IN NORMAL-WEIGHT SG 1 WHERE INDICATED ON DRAWINGS,GRATING SHALL BE WELDED STEEL BAR SI 1 AN INDEPENDENT TESTING COMPANY RETAINED BY THE OWNER AND CONCRETE WITH fc' = 4,000 PSI OR HIGHER GRATING FABRICATED FROM STEEL CONFORMING TO ASTM SPECIFICATION APPROVED BY THE BUILDING OFFICIAL SHALL INSPECT THE FOLLOWING A569. GRATING THICKNESS SHALL BE 1 1/2"UNLESS NOTED OTHERWISE ON (SEE EXPANDED LIST ON DRAWING S003 AND S004,SPECIFICATIONS AND THIS TABLE IS GOOD ONLY FOR CENTER/CENTER SPACING OF REINFORCING BARS EQUAL TO THE MINIMUM SHOWN OR GREATER. NO TRANSVERSE REINFORCING THE DRAWINGS. THE MINIMUM BEARING BAR WIDTH SHALL BE 3/16". GOVERNING CODE): ASSUMED. BEARING BAR CLEAR SPACING SHALL NOT EXCEED 1"AND CROSSBAR SPACING SHALL NOT EXCEED 4"CENTER TO CENTER(NAAMM DESIGNATION 1. SOIL COMPACTION AT FOUNDATIONS. W-19-4). STEEL GRATING SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE 2. REINFORCING BAR,CONCRETE PLACEMENT AND TAKING OF CONCRETE CONCRETE COVER=0.75 IN. CONCRETE COVER=1.00 IN. CONCRETE COVER=1.50 IN. CONCRETE COVER=2.00 IN. CONCRETE COVER=3.00 IN. WITH ASTM SPECIFICATION A123 AFTER FABRICATION. TEST SPECIMENS. BAR APPLICATION 3. ANCHOR BOLTS. SIZE TOP OTHER MIN C/C TOP OTHER MIN C/C TOP OTHER MIN C/C TOP OTHER MIN TOP OTHER MIN C/C SG 2 STEEL GRATING STAIR TREADS SHALL BE FABRICATED FROM 1 1/2"BAR 4. FIELD WELDING OF STRUCTURAL STEEL AND ALUMINUM. SPACING SPACING SPACING SPACININ G SPACING GRATING AS DESCRIBED ABOVE AND SHALL COMPLY WITH NAAMM 5. SHOP WELDING OF STRUCTURAL STEEL EXCEPT WHERE WELDING IS DONE RECOMMENDATIONS CONTAINED IN THE METAL BAR GRATING MANUAL. IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH THE 43 DEVELOPMENT 12 12 2.00 12 12 2.50 12 12 3.50 12 12 4.50 12 12 6.50 . TREADS SHALL BE GALVANIZED AND BE COMPLETE WITH ABRASIVE NOSINGS. PROVISIONS OF THE GOVERNING BUILDING CODE. LAP SPLICE 16 16 2.25 16 16 2.75 16 16 3.75 16 16 4.75 16 16 6.75 CHECKERED PLATE NOSING IS NOT ALLOWED. 6. EXPANSION ANCHOR INSTALLATION. 44 DEVELOPMENT 19 15 2.00 15 12 2.50 15 12 3.50 15 12 4.50 15 12 6.50 7. ANCHORS INSTALLED USING EPDXY ADHESIVE. LAP SPLICE 24 19 2.50 20 16 3.00 20 16 4.00 20 16 5.00 20 16 7.00 • SG 3 STEEL GRATING SHALL BE ANCHORED TO SUPPORT STEEL WITH 1/4" 8. MASONRY CONSTRUCTION. . DIAMETER SELF-TAPPING GALVANIZED SCREWS PLACED THROUGH 9. HIGH STRENGTH BOLTING. 45 DEVELOPMENT 28 21 2.25 22 17 2.75 19 15 3.75 19 15 4.75 19 15 6.75 - GALVANIZED U-SHAPED CLIPS ENGAGING TWO MAIN BEARING BARS. 10. PRE-ENGINEERED METAL BUILDINGS AND ANCHORAGE. LAP SPLICE 37 28 2.75 29 22 3.25 24 19 4.25 24 19 5.25 24 19 7.25 MINIMUM FOUR CLIPS PER GRATING PANEL. MAXIMUM DISTANCE BETWEEN 11. MECHANICAL AND ELECTRICAL EQUIPMENT,PERIODIC SPECIAL CLIPS SHALL BE THREE FEET. INSPECTION OF STRUCTURAL COMPONENTS FOR SEISMIC RESISTANCE: 46 DEVELOPMENT 37 29 2.25 31 24 2.75 22 17 3.75 22 17 4.75 22 17 6.75 A. ANCHORAGE OF ELECTRICAL EQUIPMENT. LAP SPLICE 48 37 3.00 40 31 3.50 29 22 4.50 29 22 5.50 29 22 7.50 SG 4 ALL GRATING,INCLUDING STAIR TREADS,SHALL BE SERRATED FOR SLIP B. EMERGENCY AND STANDBY POWER SYSTEMS. • RESISTENCE UNLESS NOTED OTHERWISE. C. EQUIPMENT USING COMBUSTIBLE ENERGY SOURCES. #7 DEVELOPMENT 60 46 2.50 50 38 3.00 37 28 4.00 33 25 5.00 33 25 7.00 LAP SPLICE 78 60 3.25 64 50 3.75 48 37 4.75 42 33 5.75 42 33 7.75 SI 2 CONTRACTOR SHALL NOTIFY THE TESTING COMPANY FOR ALL INSPECTIONS. - #8 DEVELOPMENT 74 57 2.50 62 48 3.00 47 36 4.00 37 29 5.00 37 29 7.00 LAP SPLICE 96 74 3.50 80 62 4.00 60 47 5.00 48 37 6.00 48 37 8.00 #9 DEVELOPMENT 90 69 2.75 76 58 3.25 57 44 4.25 46 36 5.25 42 32 7.25 STRUCTURAL OBSERVATIONS LAP SPLICE 117 90 3.75 98 76 4.25 74 57 5.25 60 46 6.25 55 42 8.25 SO 1 THE OWNER SHALL RETAIN A REGISTERED DESIGN PROFESSIONAL TO #10 DEVELOPMENT 108 83 2.75 92 70 3.25 70 54 4.25 57 44 5.25 47 36 7.25 PERFORM STRUCTURAL OBSERVATIONS.THE CONSTRUCTION MANAGER LAP SPLICE 142 109 4.00 120 92 4.50 91 70 5.50 74 57 6.50 61 47 8.50 SHALL NOTIFY THE OWNER AT LEAST 48 HOURS BEFORE A DESIGNATED #11 DEVELOPMENT 127 98 3.00 108 83 3.50 84 64 4.50 68 53 5.50 52 40 7.50 WORK IS TO BE COVERED.REFER TO SPECIFICATION 01400 FOR ADDITIONAL LAP SPLICE 168 130 4.25 144 111 4.75 110 85 5.75 90 69 6.75 68 52 8.75 REQUIREMENTS. SO 2 REQUIRED STRUCTURAL OBSERVATIONS INCLUDE: 1. STRUCTURAL FILL. NOTES: 2. FOUNDATIONS PREPARED FOR CONCRETE PLACEMENT. 3. PRIOR TO GROUTING FIRST LIFT OF CONCRETE MASONRY 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL-WEIGHT CONCRETE. CONSTRUCTION. 2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-14,SECTIONS 25.4.2.3 AND 25.5,RESPECTIVELY. 3. LAP SPLICE LENGTHS ARE LAP CLASS B=1.31d(ACI 318-14,SECTION 25.5.2). 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN.OF FRESH CONCRETE CAST BELOW THE BARS. NOTE THAT IN ADDITION TO TOP BARS IN BEAMS AND SLABS,ALL HORIZONTAL BARS IN WALLS ARE CONSIDERED TO BE TOP BARS. STRUCTURAL DEFERRED SUBMITTALS(ossc 2019,SECTION 107.3.4.1) SDS 1 THE CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OREGON TO THE ENGINEER FOR REVIEW.STRUCTURAL DEFERRED SUBMITTALS INCLUDE: 1. ANCHOR BOLTS FOR ALL EQUIPMENT ANCHORAGE. 2. GUARDRAILS AND HANDRAILS. 3. CONSTRUCTION SHORING. 4. PRE-ENGINEERED METAL BUILDING INCLUDING ANCHORS. 5. FOG TANKS INCLUDING INTERMEDIATE AND ROOF ACCESS PLATFORMS,SEE SPECIFICATION 13201. UST I BrownANDCatdwett i Vre, 70T39PE ORN.TLB ()ME PRO1 NAME, SHEET TITLE SHEET: 17 OE. 63 DWGT Di.itally Signed OAT STRUCTURAL _ OREGON`M1 Q- Dsrv:DAH Dwc x. THIS BAR IS ONE INCH CWS DURHAM AWWTF FOG °ATE° oy9r�,,Z'.10 Pe' WHEN DRAWING IS FULL C1eanWater Services S002 H4N F. cRe:JFH CAD FILE 4:154061-5002.DWG TANK RETROFIT PROJECT STRUCTURAL NOTES 2 PLC R: Om commitment ie clear. SCALE. I EXPIRES'06/0M21 I APED..TAM SCALE: DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PR J R. 6992 ENGR STAMP: REST DATE URN APED ADD'L REINF AT SST GRATING,SEE 8"CMU WALL, OPENINGS SOLID GROUTED. #6 DOWEL WITH EL. 159.20' DETAIL AIS008 REINFORCING#6 �1'I 1 SPACING TO MATCH TO GRATING O z 1-0 SEE PLAN FOR AT 24"VERT,#6 AT 3'-0"#5 AT 12" TYPICAL SLAB 3-0 24'HORIZ �� I CMU VERTICAL REINF OC,MAX REINFORCING /�EL. 159.35' 1Z-0" 3'-0" EL.159.60' TYP EL-159.88' V TOC EL r- --- - TOC EL TOC EL ���_ (2)#5 CONT T&B aSEEPLANFORTYCAL UiFli • ANCHOR BOLTS TO A_ �► 1 ���I 3'•0" ��� PRE-ENGINEERED III �� ��� �v_—I��IAN --mi... ---- METALBUILDING -1� III II��I . I 'I . MANUFACTURER - i- I, #5 AT 12"OC EW, ( iii HYDROPHILIC O - - - ccdc =111iilFIII .• ""}' • EF,TYP I _- _ EDGE OF SLAB I�A ,� `� TOW Sfi.20' r wkiniMMENMENIIII MI AT FOG TANKS I }' M • 1 1 9 1 3" "y - PVC I #7 AT 12"OC,TYP FFF��� #7 AT 12"OC,TYP r� WATERSTOP 12"CONCRETE #5 AT 12"OC,EW, 1 W1 r* 4 F 5N t SLAB WITH#5 AT • Q� T&B 12"OC,EW,T&B, 9 __ _� _ g•TYP 1._0'• TYP O FOOTING CATCH BASIN A DETAIL DETAIL 5102 SCALE 3/4"=1.-(1' SCALE:3/4"=1'-0• • • EL.159.65' SVOp6 te` O TOC EL PRE-ENGINEERED I METAL BUILDING,SEE CC BASE PLATE y BASE PLATE EL.159.90' 23'-6" 2'-0" w SPECIFICATION 13122 PEMB MANUFACTURER H c . 1 0 wVNG MONIL B1'6" N _ _ EL.175. 0'/ 3102 I I C I 12 hEOW76.87' o V -"-- - -`� � CATCH EXISTING ___I EL. 176.75' m ! 4 v io - --- BASIN BUILDING WALL PANEL,SIM 1TO STRUCTURE h EL.159.20' ALONG EAST WALL---_____I , o I TO GRATING EL ALLOWABLE r J MONORAIL LOCATION FOR1 ABOVE ALEL.173.58' / EL.172.58' I- BRACING �I BO MONORAIL BEAM _ itin I- D MIN HOOK HEIGHT (2)1-TON I Z SLOPE y� SLOPE EQUIPMENT in MONORAIL HOISTS Li, I OAF , PADS, SEE 1- DETAIL CfS007 m I AL EL.169.65' v TO CMU 20'-6"CLEAR z U.1 4 2 4` I _b ro "' EXISTING . 9 •, I "' `4 �+•. BUILDING w v y N ;.N L 1 _. \� Ai, 159.90' ® -lam ___1 ,� m I L TOC EL FINISH GRADE cep CATCH BASIN f y n O BASE f BASE I _ SLOPE SLOPE I^ h EL.160.00' PLATE PLATE --' _ �` l^ ^1 .. ---a V TOO EXISTING I m _ III I - rn __ 4'-4" _ 2.2" N '�^ 111 �, MIS -- . ;: ELI . 159.65' 0'_8" 23'-6" 2'-0". 1 I J ^ I ) SIM,OPP 6 NOTE: ` VERIFY WITH APPROVED EQUIPMENT SUBMITTAL. I` - 1 1 ui 1'-0"CONFORMING TO ^9 FOUNDATION SPECIFICATION FILL NOTE: " VERIFY WITH APPROVED EQUIPMENT SUBMITTAL, PLAN C�LPSS"81"MATERIAL, 1 SECTION uu 00 AND SCALE:114'=1'0' 5102 SCALE:3I8"=1'-0" §ie.II�FAC4.: I Brown Caldwell4,m 07MPE V r 'E. ORic PRO.,NAME: SHEET TITLE: SHEET: 25 OE: 63 DNG u. Di itally Signed 3- ERN:TLB DATE.. imi STRUCTURAL OREGON, e -' DON'DAN °WOE THIS BAR IS ONE INCH CleanW�er�`�Services CWS DURHAM AWWTF FOG BUILDING PLAN, SECTIONS DATE- - S 02 �y9ryq„2iF�PNRv`` 1a CHN.JFH CAD FILEn:154061-S102.DWG WHEN DRAWING IS FULL TANK RETROFIT PROJECT AND DETAILS PLC4. Our commitment it dm. SCALE. I EXPIRES:osrwlmn I a 1 {MM. SCALE CV'S 6992 S REV# DATE DEN ARM DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD i, ENGR STAMP:it S PRE-ENGINEERED (if) O 0 SHEET KEYNOTES METAL BUILDING,SEE SPECIFICATION 13122 O SIX RO SPACM BLCOO 1 "WHITE"W(MATCHS LIT F EXISTINGECU BUILDINGS)OK,C L R I I OFIVE ROWS SPLIT FACE CMU BLOCK,COLOR "REDDISH"(MATCH EXISTING BUILDINGS) 0'-6"OVERHANG,TYP I-. 3 ONE ROW SMOOTH FACE CMU BLOCK, COLOR"WHITE"(MATCH EXISTING I BUILDINGS) I I O REAMININGE ROWS SPLIT FACE CMU BLOCK, + I + t 4 COLOR"REDDISH"(MATCH EXISTING WALL PANEL / BUILDINGS" BEYOND \\ WALL PANEL 1 EL.169.65' X' / \ �TO CMU ///if X,7Y ' + 7)/// , l) ... 0 + 1 ��� I I 1 � -0 Ti: � 1„ „ , �j /:„,, I / O . 4 „ , „wSIM -j�' P I 1 [ 1 1 1 �J/1 1 1 1 1 1, , , 1 1 1 I\ , FINISH GRADE I I O �I II I I I SLT-Y—I I .I!, 1 I 1 I I I I I I I II I I I ,—. i SLOPE ' II " ' - a < ' ; " - MAT Y • 1 ( l 1'-0" CONFORMING TO SPECIFICATION FILL CLASS"B1"MATERIAL, 1 SECTION TYP S102 SCALE:3/8'=1'O" 0S 0 Q F 3 0 aS I- ti U K f 9 W W 2 �q N fQ. 4 Ur 0§ T E I Brown AD Caldwellaai 44 R°Fe e o 70738PE r rl GRIG PROJNAME: SHEET TITLE. SHEET: 26 OE: 63 DWG10 Di itally Signed ^ ORN'.TLB .DATE, STRUCTURAL OREGON R u l! osrv:DAH owe n: THIS BAR IS ONE INCH _ CWS DURHAM AWWTF FOG DATE, �g9T one zl yo'PQy'y 5 i c JFH CAD FILE 0154061-S301.DWG WHEN DRAWING IS FULL �'e371W2�I c-CVI�!$ 5301 No F. • Om commitment a close TANK RETROFIT PROJECT BUILDING SECTION PLC N: a SCALE. I EXPIRES.06/3012021 •c Awo.TAM SCALE: - UESCRIPraN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRO 6992 ENGR STAMP: a REVe DATE URN APPO 9 PROJ k. 1