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Plans (42) DRAWING INDEX ` it se _ s SHEET# DWG# SHEET TITLE sfk;'` i 6 GENERAL 11 1 01 TITLE SHEET.REGION MAP AND VICINITY MAP 2 G2 INDEX OF DRAWINGS 3 G3 LEGEND,SYMBOLS AND REFERENCING I w'‘ 4 G4 ABBREVIATIONS AND GENERAL NOTES I ; o * 5 G5 SUGGESTED BYPASS PLAN STA 79+89 TO STA 91+62• ` * 6 G6 SUGGESTED BYPASS PLAN STA 98+19 TO STA 90+91 i in- * * 7 G7 SUGGESTED BYPASS PLAN STA 95+57 TO 103+27 AND STA 1+00 TO STA 3+43 8 G8 SUGGESTED BYPASS PLAN STA 24+70 TO STA 11+40 * 9 G9 SUGGESTED BYPASS PLAN STA 54+25 TO STA 41+75 10 G10 SUGGESTED BYPASS PLANS(E)MH11698,11700,11712,11720 11 G11 CONTRACTOR CONSTRUCTION ACCESS AND STAGING PLAN o F., CIVIL ! el 12 Cl KEY MAP,GEOTECH&SURVEY CONTROL * 13 C2 INTERCEPTOR PLAN AND PROFILE STA 94+50 TO STA 103+27 * 14 C3 INTERCEPTOR PLAN AND PROFILE STA 85+50 TO STA 94+50 * 15 C4 INTERCEPTOR PLAN AND PROFILE STA 76+50 TO STA 85+50 ` ! ' * 16 C5 INTERCEPTOR PLAN AND PROFILE STA 67+50 TO STA 76+50 !I * 17 C6 INTERCEPTOR PLAN AND PROFILE STA 58+50 TO STA 67+50 * 18 C7 INTERCEPTOR PLAN AND PROFILE STA 49+5010 STA 58+50 * 19 C8 INTERCEPTOR PLAN AND PROFILE STA 40+50 TO STA 49+50 * 20 C9 INTERCEPTOR PLAN AND PROFILE STA 31+50 TO STA 40+50 21 C10 INTERCEPTOR PLAN AND PROFILE STA 22+00 TO STA 31+50 Co) 22 C11 INTERCEPTOR PLAN AND PROFILE STA 13+50 TO STA 22+00 23 C12 INTERCEPTOR PLAN AND PROFILE STA 5+00 TO STA 13+50 to 24 013 INTERCEPTOR PLAN AND PROFILE STA 0+83.80 TO STA 5+00 w !' * 25 C14 KING CITY SIPHON PLAN AND PROFILEt* 4 * 26 C15 BULL MT TRUNK&KING CITY TRUNK PLAN AND PROFILE g .:Jo : R * 27 C16 KING CITY SIPHON LAUNCH SHAFT SITE PLAN q 8 a * 28 Cu7 KING CITY SIPHON RETRIEVAL SHAFT SITE PLAN o a o * 29 C18 KING CITY TRENCHLESS DETAILS 1 3 * 30 C19 KING CITY TRENCHLESS DETAILS 2 8 o $ 31 C20 COOK PARK SIPHON LAUNCH SHAFT SITE PLAN 8 r 32 C21 COOK PARK SIPHON RETRIEVAL SHAFT SITE PLAN v 33 C22 COOK PARK TRENCHLESS DETAILS 1 34 C23 SSMH A-1&COOK PARK SIPHON PLANS&SECTIONS 0 O * 35 C24 RV PARK UTILITY PLAN cis 0 * 36 C25 RV PARK PAVING PLAN Q) 37 C26 MANHOLE DETAILS 1 ff�VV]]I 38 C27 MANHOLE DETAILS 2 39 C28 MANHOLE DETAILS 3 40 C29 SANITARY SEWER STANDARD DETAILS 1 41 C30 SANITARY SEWER STANDARD DETAILS 2 42 C31 SANITARY SEWER STANDARD DETAILS 3 * 43 C32 TREE REMOVAL PLAN 44 C33 COOK PARK PAVING PLAN E,{. 0 45 C34 COOK PARK PAVING DETAILS 0 z EROSION CONTROL >c 46 ESC1 EROSION AND SEDIMENT CONTROL COVER SHEET W 47 ESC2 GRADING AND UTILITY EROSION AND SEDIMENT CONTROL KEY MAP 0 < * 48 ESC3 EROSION AND SEDIMENT CONTROL PLANS STA 85+50 TO 103+27 kyr * 49 ESC4 EROSION AND SEDIMENT CONTROL PLANS STA 67+5010 85+50 Z CC * 50 ESC5 EROSION AND SEDIMENT CONTROL PLANS STA 49+5010 67+50 — 0 * 51 ESC6 EROSION AND SEDIMENT CONTROL PLANS STA 31+50 TO 49+50 RI 52 ESC7 EROSION AND SEDIMENT CONTROL PLANS STA 13+50 TO 31+50 ai 53 ESC8 EROSION AND SEDIMENT CONTROL PLANS STA 1+00 TO 13+50 * 54 ESC9 EROSION AND SEDIMENT CONTROL PLAN KING CITY&BULL MT TRUNK 04 55 ESC10 EROSION AND SEDIMENT CONTROL DETAILS 1 56 ESC11 EROSION AND SEDIMENT CONTROL DETAILS 2 kyr Cl)N STRUCTURAL .— V�/ we 57 St STRUCTURAL GENERAL NOTES AND SPECIAL TESTING 0 L 'Ji 58 S2 REINFORCED CONCRETE STANDARD DETAILS Z . `� * 59 S3 SIPHON STRUCTURE TOP PLAN CL et * 60 S4 SIPHON STRUCTURE SECTIONS 1 i S 61 55 COOK PARK SIPHON STRUCTURE PLANS Q p I a 62 S6 COOK PARK SIPHON SECTIONS i WW m Co)C 63 S7 SSMH A-1 CONNECTION PLAN,SECTIONS AND DETAILS �i > *DRAWINGS NOT INCLUDED IN THIS SUBMITTAL � ,i /+l 0 TO 3 E '=aa;; s s=: d " r a ri U N Mortenson ;1_ 8 o , Kennedy/Jenks Consultants , • co N A4 421 S.W.8TH AVENUE,SUITE 1000 O r) 2 L m PORTLAND,OREGON 97204 i 3 \ w LL 503-295.4000 O w' a r R T. 0 KJ PROJ NO 1776025'90 i t0 p `j N co N. S r 1.'-‘:. • 4)%0,.. CIVIL LEGEND SYMBOLS HATCH PATTERNS i;•1\c % . G� U `{f.a i c if; V'1 .LQ- z PROPOSED OUTLINE(HEAVY) PROPOSED MANHOLE(NEW) O 1J RQ° DEMOLITION .//:::.<;;;,//::://://:::////////r EXISTING(LIGHT) MANHOLE(EXISTING) I I I w% PROPOSED HIDDEN OR UG(HEAVY) BM BENCH MARK TREATMENT MEDIA IN PLAN + o FUTURE(MEDIUM) B_10 m EXISTING HIDDEN OR UG(LIGHT) SOIL BORING,IDENTIFICATION NUMBER TREATMENT MEDIA IN SECTION TP-10 CUTTING PLANE(SECTION) SOIL TEST PIT,IDENTIFICATION NUMBER 19 GROUT IN SECTION z o BREAK LINE (SHORT) MONITORING WELL ; 7, BREAK LINE (LONG) ` n SPOT ELEVATION d 10.35 STORMBOX • • • - ; j Iia V II FIRE PROTECTION WATER (EXISTING) ELECTROLYSIS TEST STATION O ETS CONCRETE IN SECTION I I SEWER (EXISTING) WATER METER WM STEEL IN SECTIONci FIRE DEPT.CONNECTION STORM DRAIN (EXISTING) WATER UNE (EXISTING) FIRE HYDRANT WOOD IN SECTION U RECLAIMED WATER (EXISTING) UTILITY BOX(AS LABELED) }•� GRATING IN PLAN GAS LINE (EXISTING) POWER POLE TELEPHONE LINE (EXISTING) + y-� CHECKERED PLATE IN PLAN ELECTRICAL LINE (EXISTING) STREET LIGHT 0 S�/ eke. 40 I a OVERHEAD ELEC LINE (EXISTING) STREET LIGHT AND TRAFFIC SIGNAL •• GRAVELED AREA IN PLAN • g I 0 OR SECTION UNDERGROUND POWER LINE (EXISTING) YARD LIGHT O RIP RAP(RIVER ROCK) o0`,. °°-. 0$.moo-..`ar ` �d `C` `�.t g_`. CABLE N (EXISTING) TRAFFIC SIGNAL (} [ ►. TELEPHONE RISERT RISER SAND a CROSSING UTILITIES (EXISTING) 0 O FENCE(NEW) GUY ANCHOR ( BRICK OR CONCRETE 1 FENCE(EXISTING) CATCH BASIN ®CB BLOCK IN SECTION v PROPERTY LINE/RIGHT-OF-WAY - - - - \DI GRADE(UNDISTURBED EARTH) DROP INLET Q 0 CONTRACTORS WORK AREA LIMITS WA CLEAN OUT t)CO STRUCTURAL BACKFILL Z Z CENTERLINE 0 Q w UTILITY STATION ®TYPE X ASPHALT Z CONCRETE ) Z CULVERT WITH END SECTIONS - = = = - - - - - . 3 J HANDRAIL OR GUARDRAIL - --- y " " " .. SURVEY PANEL LU ASPHALT CONCRETE 11.10Q , -" -° - V CC I ICO WATER SURFACE SURVEY CONTROL POINT ACP.4 (IN SECTION) G IL GRADE CHANGE LINE SECTION CORNER dk W FLOW LINE --110.- --;�- —► y iCC N ELEVATION MARK V v TOP--- (REFERENCE) tn GRADED SLOPE r? ELEVATION TOE--w.- (DESIGN) MARK _ 1 �_ ' VA �S / CC g CONTOUR MAJOR(NEW) 110 ----___._._._ j O z RCONTOUR MINOR(NEW) -- a I Mill 1. 5 chiII" CONTOUR MAJOR(EXIST) SECTION REFERENCE 5 mil_V (/) j 2CONTOUR MINOR(EXIST) DETAIL REFERENCE Q CC ui p B WETLAND BOUNDARY SECTION(LETTER) SECTION(L1 1 i tR) W Z CC uii DETAIL(NUMERAL) dak DETAIL(NUMERAL) RIVERLINE PLAN IVY ® Z Q Film VEGETATED CORRIDOR 7DRAWING NUMBER DRAWING NUMBER ® 9 SANITARY SEWER EASEMENT _- DRAWN ON DRAWN ON E ;; - � _ 9 TEMPORARY CONSTRUCTION EASEMENT -- TCE NOTES: a z z z zz U 1. THIS IS A GENERALIZED LEGEND SHEET.THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. tz a Si °w f SANITARY SEWER INTERCEPTOR(NEW) - - - 2. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE.ALSO SEE ABBREVIATIONS,DRAWING G4. 0 : 6 chi rc a '�'' p/� {. * w z a N SANITARY SEWER INTERCEPTOR(EXISTING) -_ V IOr LPA I1SOC7 a o o v °d, Kennedy/Jenks Consultants 421 S.W.6TH AVENUE,SUITE 1000 t cl zco � 2 PORTLAND,OREGON 97204 Si 0) 503-295.4000 R (� t O KJ PROJ NO:1776625^00 u c� 6 ` Io V , ABBREVIATIONS GENERAL NOTES & AND CO CLEANOUT FLEX FLEXIBLE N NORTH STA STATION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ++ L ANGLE COL COLUMN FLG,FL FLANGE(D) (N) NEW STD STANDARD HORIZONTAL AND VERTICAL CONTROL POINTS AS 0„ o 1 %b ± APPROXIMATELY COMM COMMUNICATION FM FLOW METER,FORCE MAIN N/A NOT APPLICABLE STORM,SD STORM DRAIN NEEDED TO CONSTRUCT THE IMPROVEMENTS.SEE CO AT COMP COMPRESSOR FRC FLEXIBLE RUBBER COUPLING N.C.,NC NORMALLY CLOSED STOR STORAGE CONTROL POINTS ON DRAWING Cl. q. CENTERLINE CONC CONCRETE FRP FIBER REINFORCED POLYMER NE NORTHEAST STRUCT STRUCTUR(-E,-AL) .,c4~� 1 a DEFLECTION CONN CONNECT(S,-ION) FT FEET NEUT NEUTRAL SUPP SUPPORT(S) 2. FOR WORK WITHIN CITY OR COUNTY RIGHT OF WAY, ° DEGREE CONST CONSTRUCT(-ION) FT 3 CUBIC FEET NG NATURAL GAS SURF SURFACE CONTRACTOR SHALL CONFORM TO DISTRICT AND — = EQUALS CONST JT,CJ CONSTRUCTION JOINT FT 2 SQUARE FEET NGVD NATIONAL GEODETIC VERTICAL SUSP SUSPEND(-ED) AGENCY ENCROACHMENT PERMIT AND FOOT CONT CONTINU(-ED,-OUS,-ATION) FTG FOOTING DATUM SW SOUTHWEST,STORM WATER NOTIFICATION REQUIREMENTS. w > GREATER THAN CONTR CONTRACTOR FUT,(F) FUTURE NIC,N.I.C. NOT IN CONTRACT S/W SIDEWALK o ' • INCH COORD COORDINATE FWD FORWARD N.O.,NO NORMALLY OPEN SYM SYMMETRICAL 3. PRIOR TO ANY EXCAVATION(48 HOURS),THE y 0 DIAMETER COR CORNER NO. NUMBER CONTRACTOR SHALL NOTIFY THE OREGON UTILITIES m < LESS THAN CORR CORRUGATED NPW NON POTABLE WATER COORDINATING COUNCIL(OUCC)1-800-332-2344, # NUMBER COUP,CPLG COUPLING G GAS NTS NOT TO SCALE W W W.OUCC.NET AND OR CALL 811.THE TAN TANGENT CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND % PERCENT CP CONTROL PANEL GA GAUGE NW NORTHWEST TB THRUST BLOCK STATE REQUIREMENTS FOR UNDERGROUND CPP CORRUGATED PLASTIC PIPE GAL GALLON(-S) NWL NORMAL WATER LEVEL TBM TEMPORARY BENCH MARK NOTIFICATION. o A AREA CPVC CHLORINATED POLYVINYL CHLORIDE GALV GALVANIZE(-D) TC TOP OF CURB m AB ANCHOR BOLT(-S) CSBC CRUSHED SURFACING BASE COURSE GC GROOVED COUPLING TCE TEMPORARY CONSTRUCTION EASEMENT 4. THE KNOWN EXISTING BURIED UTILITIES AND CSTC CRUSHED SURFACING TOP COURSE GDL GROUND LEVEL OA OVERALL PIPELINES ARE SHOWN ON THE DRAWINGS IN THEIR ABAN ABANDON(-ED) TBM TEMPORARY BENCH MARK ABS ABSOLUTE CT COURT GEN GENERATOR OC ON CENTER TEL,T TELEPHONE APPROXIMATE LOCATION.THERE IS NO GUARANTEE AC ACRE,ASPHALTIC CONCRETE CTR CENTER GENL GENERAL 0/C OPEN/CLOSE SERVICE TOPO TOPOGRAPHY THAT ALL EXISTING PIPELINES AND OBSTRUCTIONS 1 AGG AGGREGATE CTS CATHODIC TEST STATION GL GLASS OD OUTSIDE DIAMETER TOW TOP OF WALL ARE SHOWN OR THAT LOCATIONS INDICATED ARE AL,ALUM ALUMINUM CU COPPER GLV GLOBE VALVE ODOT OREGON STATE DEPARTMENT TYP TYPICAL ACCURATE.THE CONTRACTOR SHALL'POTHOLE TO o ALT ALTERNAT(-E,-IVE) CV CHECK VALVE GND GROUND OF TRANSPORTATION DETERMINE THE ACTUAL LOCATION AND ELEVATION 4 ANC,ANCH ANCHOR CY COLD WATER,CITY WATER GPD GALLONS PER DAY OF OVERFLOW OF ALL EXISTING UTILITIES CROSSING NEW ANSI AMERICAN NATIONAL STANDARD CW CUBIC YARD GPH GALLONS PER HOUR OH OVERHEAD UG UNDERGROUND PIPELINES. INSTITUTE CWS CLEAN WATER SERVICES GPM GALLONS PER MINUTE OPNG OPENING UGE UNDERGROUND ELECTRIC APPROX APPROXIMAT(-E,-LY) GR GRADE,GROUND OPER OPERATOR 5. SIZE OF FITTINGS SHALL CORRESPOND TO APWA AMERICAN PUBLIC WORKS GRL GUARDRAIL OPP OPPOSITE ADJACENT STRAIGHT RUN OF PIPE UNLESS ASSOCIATION D.DR DRAIN GS GALVANIZED STEEL ORIG ORIGINAL VAC VACUUM OTHERWISE INDICATED. C4 ARCH ARCHITECT(-URAL) DBL DOUBLE GV GATE VALVE OSHA OCCUPATIONAL SAFETY&HEALTH VC VEGETATED CORRIDOR u r ASHRAE AMERICAN SOCIETY OF HEATING, DEC DEGREES) ADMINISTRATION VCP VITRIFIED CLAY PIPE 6. ALL WORK NOT ADDRESSED BY THE PLANS AND «y H REFRIGERATING&AIR DEMO,(D) DEMOLISH VERT VERTICAL SPECIFICATIONS SHALL BE COMPLETED PER CWS « g r DET,DTL DETAIL OR ODOT STANDARDS AS APPLICABLE. Q $a CONDITIONING ENGINEERS (-S) H HIGH p PIPE VOL VOLUME Y r C ASPH ASPHALT DGRM DIAGRAM HB HOSE BIB PE PLAIN END,PROFESSIONAL ENGINEER VPI VERTICAL POINT OF INTERSECTION 7. UNLESS OTHERWISE NOTED,ALL PIPE SHALL HAVE A 2 Ell ASTM AMERICAN SOCIETY FOR TESTING DI DUCTILE IRON HDD HORIZONTAL DIRECTIONAL DRILLING pERIM PERIMETER AND MATERIALS DIA DIAMETER HDPE HIGH DENSITY POLYETHYLENE SEPARATION MINIMUM COVER O DIN MAINTAIN UTILITY a s DIAG DIAGONALS PEN PENETRATION SEPARATION ACCORDING TO OREGON �r 6 AWWA AMERICAN WATER WORKS DIAGONAL(-S) HGL HYDRAULIC GRADE LINE W WIDTH:WIDE;WESTgi o PERF PROFILE T(E,-ED,-ES,-ATION) ADMINISTRATIVE RULE 333-061-0050. v ASSOCIATION DIM. DIMENSION(-S) HGR HANGER PF PROFILE WI WITH AUX AUXILIARY DIP DUCTILE IRON PIPE HGT,HT HEIGHT PH PIPE HANGER WA WORK AREA 8. NOTIFY ENGINEER AND THE OWNER PRIOR TO g O AVG AVERAGE DIR DIRECTION HORIZ HORIZONTAL PIP PLASTIC IRRIGATION PIPE WM WATER METER MAKING CONNECTION TO THE EXISTING PIPING. DISCH DISCHARGE HPT,H.P. HIGH POINT PL,P/L PROPERTY LINE W/O WITHOUT ALLOW MINIMUM FIVE(5)WORKING DAYS NOTICE OF DIST DISTRIBUTION HR HOUR POC POINT OF CONNECTION,POINT OF WTR WATER PLANNED SHUTDOWN FOR CONNECTION. BCV BALL CHECK VALVE DN DOWN HT HEIGHT CONTACT BF BLIND FLANGE DR DOOR HWL HIGH WATER LEVEL POT POINT OF TANGENCY 9. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING BFP BACKFLOW PREVENTER DS DOWN SPOUT HWY HIGHWAY PP POWER POLE YD YARD ALL ITEMS DISTURBED DURING CONSTRUCTION y BFV BUTTERFLY VALVE DUP DUPLEX PRI PRIMARY YR YEAR BACK TO THEIR ORIGINAL OR BETTER CONDITION. Z J BITUM BITUMINOUS DWG(S) DRAWING(S) PROP PROPERTY Q I&C INSTRUMENTATION AND CONTROLS PRV PRESSURE REDUCING VALVE01 BLDG BUILDING 10. CONTRACTOR TO PROVIDE REDLINE RECORD BLK BLOCKS) ID INSIDE DIAMETER XFMR TRANSFORMER DRAWINGS OF CONSTRUCTION LOCATIONS FOR IE INVERT ELEVATION PS PUMP STATION BM BENCHMARK E EAST PT POINT ENGINEER TO GENERATE ELECTRONIC RECORD W Cl) BO BLOWOFF EA EACH IN 3 CUBIC INCHES DRAWINGS OF PIPELINE PLAN AND PROFILE.SEE < Z ILL PUE PERMANENT UTILITY EASEMENT BOT BOTTOM EC END OF HORIZONTAL CURVE IN 2 SQUARE INCHES PV PLUG VALVE SPECIFICATIONS FOR ADDITIONAL.REQUIREMENTS. s= 1 BPA BONNEYVILLE POWER AUTHORITY ECC ECCENTRIC IN INCH(-ES) PVC POLYVINYL CHLORIDE / W O BRG BEARING ECD EPDXY COATED INT INTERIOR PVMT PAVEMENT 11. CONTRACTOR IS RESPONSIBLE FOR ALL i V0 INV INVERT POINT OF VERTICAL INFLECTION CONSTRUCTION STAKING. Z BS BRASS SCREW EF EACH FACE PVI IPS INTERNATIONAL PIPE STANDARD Z BSD BEAVERTON SCHOOL DISTRICT EGL ENERGY GRADE LINE PWR POWER MM BTU BRITISH THERMAL UNIT E.L. EPDXY LINED IRR IRRIGATION DI Z aiBTWN BETWEEN EL,ELEV. ELEVATION RCP REINFORCED CONCRETE PIPE W BV BALL VALVE EL&C EPDXY LINED&COATED RED. REDUCE(-R) Q Q gym+ BVC BEGINNING OF VERTICAL CURVE ELEC ELECTRIC(-AL) JB,J-BOX JUNCTION BOX REINF REINFORC(-E,-ED,-INC.-MENT) a ENOL ENCLOSURE JT JOINT READ REQUIRED O ENTR ENTRANCE REQT REQUIREMENT CO °C DEGREES CELSIUS(CENTIGRADE) REV REVISION C CONDUIT EP,EOP EDGE OF PAVEMENT L LENGTH RAN, RIGHT-OF-WAY o CAV COMBINED AIR RELIEF VALVE EPA ENVIRONMENTAL PROTECTION AGENCYO O nEQUIP EQUIPMENT LB LATERALRT RIGHT CC CENTER TO CENTER ESC EROSION/SEDIMENT CONTROL LB POUND(-S) RR RAILROAD CCP CONCRETE CYLINDER PIPE LF LINEAR FEET CEM CEMENT EST ESTIMATE W EXC LG LONG CEN CENTRAL EXIST,(E) EXISTING E LOC LOCATION S SEWER,SOUTH,SLOPE ,.�f E CF CUBIC FEETLP LOW POINT SAN SANITARY W EXPANSION CFM CUBIC FEET PER MINUTE EXP JT EXPANSION JOINT LT LEFT SARV SEWAGE AIR RELIEF VALVE /C.♦/ W CFS CUBIC FEET PER SECOND LW LOW WATER SAW SEWAGE AIRNACUUM RELIEF VALVE /� Q 0 W CGD COMBUSTABLE GAS DETECTOR EXT EXTERIOR,EXTENSION LWL LOW WATER LEVEL SCAV SEWAGE COMBINATION AIR VALVE Y� d CH CHAMBER EVC END OF VERTICAL CURVE SCHED,SCH SCHEDULE W CHAN CHANNEL EW EACH WAY SD STORM DRAIN Zw EW/EF EACH WAY EACH FACE MAIL.MAIL MATERIAL SE SOUTHEAST ``Z < us li Q�' CHEM CHEMI(-CAL,-STRY) r Y CHD CHECKED MAX MAXIMUM SECT SECTIONS) ` U K' CHKR CHECKERED MECH MECHANICAL SED SEDIMENTATION °F DEGREE FAHRENHEIT MFR MANUFACTURER CI CAST IRON FT FEET,FOOT SHT,SH SHEET SIG SIGNAL w CIP CAST IRON PIPE MGD MILLION GALLONS PER DAY FAB FABRICATE(-D) 9 CIRC CIRCULA(-R,-TION) SIM SIMILAR w FAC FACTORY MH MANHOLE I E CIRCUM CIRCUMFERENCE FACIL FACILITY(-IES) MIN MINIMUM;MINUTE SMH SANITARY SEWER MANHOLE a; a, 9. CL PIPE CLASS/CENTERLINE SMP SAMPLER t�=z CLASS CLASSIFICATION FC FLEXIBLE COUPLING MISC MISCELLANEOUS SPEC SPECIFICATIONS E rc CLR CLEAR(-ANCE) FCA FLANGED COUPLING ADAPTER MJ MECHANICAL JOINT SQ SQUARE a=,; }amu W o a. FDN FOUNDATION MODIF MODIFICATIONS) SQ FT,SF SQUARE FEET - r` m w a co CLSM CONTROLLED LOW STRENGTH MATERIAL FG FLAP GATE MON MONUMENT SO IN SQUARE INCHES Mortenson A, = o o 0 0 FH FIRE HYDRANT MPH MILES PER HOUR CML CEMENT MORTAR LINED FIG FIGURE SS SANITARY SEWER MOUNTEDANT NOTE: Kennedy/Jenks Consultants SSE SANITARY SEWER EASEMENT ZD-: CML&C CEMENT MORTAR LINED&COATED FL FLOW LINESS 304 STAINLESS STEEL TYPE 304 1. THIS IS A GENERALIZED ABBREVIATION SHEET.THISi!7 a Cr MTG MOUNTING CONTRACT MAY NOT USE ALL INFORMATION SHOWN. 421 S.W.s.w..AN AVENUE,SUITE 1000 w PORTLAND.OREGON 97204 W W w ro CORRUGATED METAL PIPE FLEX FLEXIBLE SS 316 STAINLESS STEEL TYPE 316 X296.4000 3 3 cg 0 = '� r CMU CONCRETE MASONRY UNIT(-S) V ST STREET KJ PROD No:1776025'00 0 07 � A I CITY OF TIGARD I ) _ ` (E)MH 29133 0 i Si NOTES: \ , ...I i 0 w a w 1. EXISTING PROPERTY LINES AND RIGHT-OF-WAYS k el COOK PARK o v 0, ARE SHOWN FOR REFERENCE ONLY AND ARE NOT LEGAL BOUNDARIES. o Q $ , ';j y" ! y' y I 2. SEE SPECIAL SPECIFICATIONS SECTION S-36 9 co I 0 FOR BYPASS REQUIREMENTS.STA:22+10.72 i CENTER OF(N)SIPHON I 1 w © \ OUTLET STRUCTURE,SEE I N 639095.60 SD DETENTION 7618117.97 I m r j i zo KEY NOTES: \ @ \ E (N)SSMH A-58 -` I 0USE EXISTING SSMH AS SUCTION MH. INSIDE DROP MH SEE Q 4 0 [STA 21+84.64 --TCE \1 Q N 639095 60 © / I Z O2 APPROXIMATE ROUTE FOR BYPASS PUMPING. z I \ ‘ E 7618144.05 I Z FOR BYPASS PUMPING,USE 3 12-INCH BYPASS TCE - TCE TEE TCE--.- --.-TCE.-.._..._ _._ICE .. ICE-..._.-...._.-- TCE---- __..-..__ -.- `TC{. I , V O PUMPS,TWO PRIMARY AND ONE BACKUP, w \\ A. ; ., --- - d ®PLUG MH OUTLET. \, \ -�-- �_�_--- E LL 5 PLUG MH INLET. \ ` \ \ (NI SSMH D•1 ��-- `- �'rn ' \ 1 \\\. ` 0 N 839108.83 -- - 19�'0� �� E7618102.89 a --- -- T..�--- 16+00 c...._. -"' i � 6 p _ _ +-- Ai INSTALL TEMPORARY WALL FOR NOISE ♦ zi I . \ \\ \ \ 0 _�'f \`\' ��'� --__ ' i W MITIGATION. - t; =E; -" 1+00 -- i i. j \\ `\ \-\\\, _.------------ �� r+00 --�- ----' i . O O FOR BYPASS PUMPING,USE 2)BYPASS PUMPS, U \ \a - --.--""---732+4 A _�•±� (E)MH 11719 W ONE PRIMARY AND ONE BACKUP. `�,,.►- - STAGING AREA I 4 -_ � - _24+� �-..- `--�- scF______ .- =--TCE _ TCE`__ - -TCE-------TCL---- -- i1 E ICE -- 1----TCE - - {-___ m 25 ' --TCE (N)SSMH D 2 l v STA 22+25.81 (N)SSMH A-5A 410 _ __---h------- N 639095.60 / STA 17+10.58 J C O1 1 _______�-- E 7618102.89 N 639122.01 _c i (N)SSMH D3 7 E 7618617.37 - .E °$1 N 639082.34 I t E s$Q E 7618102.89 ! Q _ 0 O _ — CZ! PLAN 0 m 49 cd--- i Z ° 5 0 (N)SSMH A-4 �1� d CP STA:11+40.04 Q �+ cr T N 639124.42 E 7619186.59 } Z N (N)SSMH A-5 COOK PARK Z ' m Q in STA 16+06.49 C N 639137.41 < a. c° Z E 7618720.32 co Cn 8 H TCE t__"-"-- TEE-- _- - ICE-._,- __ TCE TCE TCE---- TCE TCE—- - TCE- _ TIE 60� Fi 1 (/) o 1 NMI Z � N = ----- T + 96+OG i5.00 _� 1 12+00 11+00O W 0. 31 4 a -, �+ V i —.-TCE - TGE __. ._f(:E --_- .'_""-rGE. -1 '.. TCE -- TCE -_. TCE-- Q CC 4 0, 0 - n W 0 0 cp H � ZCC 4 a v, i-- ----- ------------ — — — — z `_ -------------------- --------- g E 3; m • C R R R. C `1 1 a a F i m x to 03 — — -- Kennedy/Jenks Consultants PLAN 0 20 40 60 421 S.W.6TH AVENUE,SUITE 1000 t M I i /gyp► f-.40' PORTLAND,OREGON 97204 W WR KJ PROJOJNO 25'00 g 3 1 i V ' W INr` PHASE 2A PHASE 28 ! i • / (EXISTING) I / NOTES: '"�Jb • \ t. `�' / / 1. EXISTING PROPERTY LINES AND RIGHT-OF-WAYS s r ARE SHOWN FOR REFERENCE ONLY AND ARE (N)SSMH A-18 ; c (E)SSMH 11698 u STA:80+51.16 ' m /, RIM:121.39 f NOT LEGAL BOUNDARIES. y 1 N 638307.30 IE IN:114.296" (N)SSMH A-15 2. SEE SPECIAL SPECIFICATIONS SECTION S-36 w IE IN:105.89 36' FOR BYPASS REQUIREMENTS. •E 7612508.16/ / STA:69+89.19 / ,� 1 IE OUT:105.69 36' N 638559.04 - ., ,TCE .. E 7613534.58 / (N)SSMH A-14 r / • --TCE:"'- - e ; STA:67+91.75 / j `\\TSF / N 638640.821 o l © ��'�� \_ .. E 7613714.26 /;` KEY NOTES: eti ./rrrt7 �� (E}MH 11700 ! ,. cci7�� a __ e , _— __ / F-� _ �wO F • �; Q 1�USE EXISTING SSMH AS SUCTION MH. _ +Q9- ��- �i7C TCE---i Q� � 0 TCE O2 APPROXIMATE ROUTE FOR BYPASS PUMPING. z o 0 / F/ \ .---TcE�_ -- (IFF. — � FOR BYPASS PUMPING,USE(3}12-INCH BYPASS 93 f I --"' __. --�' _v = O PUMPS,TWO PRIMARY AND ONE BACKUP. i' TCE --TCE .._ -----. --___- -1.,,111.1111.001..................- ��--�7C�." -�..'S ---;:-.---,---- - 0 PLUG MH OUTLET. __-.—TCE Q -----Ta—Tr __ -. -7# i t / -_ _-----�- ---__--- r E Q �5 PLUG MN INLET. _ WETLAND / �E)12"CSP SS I INSTALL TEMPORARY WALL FOR NOISE • / (N)SSMH A 17 i ,f Q MITIGATION. PHASE 2A!28 / STA:80+37.59 FOR BYPASS PUMPING,USE(2)PUMPS,ONE TRANSITION N 638299.72 / TCE7Q �'j MANHOLE E 7612519.42 . ---TCE�- L,. / ��, 0 PRIMARY AND ONE BACKUP. / iii T CONSTRUCT TEMPORARY MANHOLE FOR USE m 8 AS WET WELL. °i £ lki: .2 19, '\ / �Q /' i�TCF �� / lib _t V ' I --- l� 7 - Go PLAN ° 20 40 6o �,�/ 1. , PLAN ° 20 40 60 1`.40' SiCD N Q� T \ (N)SSMH A-4 co a. ,- N 2... STA:11+40.04 Q N 639124.42 , r ti (N)SSMH A-8 \ E 7619186.59 / cn D CL Z or— MEM C 11 T STA 37+61.58 — \T 0 m a N 639035.48 -. \ (E)10'SS O E 7616588.00 E r = W O (E)MN 11712 TCF \� fl y'� N 1 (i i "CE E TCE 1 TO TCE TCE CD 39+00 �---,38+00 WO 37+00 I TCF\ *l`� \\ \T 0 W �•' WETLAND • TCF \ ! w - ui iR. T 0 , 0 I (E)MH 11720 , U > • IF • �'� OCE .. - TCE- ``� \TCF •' • W ' i' \ \r ZQa - g i 3 \ U I \ z a'e i a I - I \ °:: a x o z N ; j Mortenson t= o o - ( _-- y� -y Kennedy/Jenks Consultants N 0 20 40 421 S.W.6TH AVENUE,SUITE 1000 t1('7 Z P) PLAN PLAN ° 20 A0 60 PORTLAND,OREGON 97204 I W I O w LL ti` 1'=40 1'` KJ PR503-295-4000 NO 1617 6077602500 gib g u=i o 251148004400 JAMES&CAROL GREENOUGH c zs„"^� NOTES:tr- , �� \I - 9965 SW JURGENS IN p CITY OF nGARD TUALATIN OR 97062 + 13125 SW HALL BLVD r " J` N T'IGARD OR 97223 1. EXISTING PROPERTY LINES AND RIGHT-OF-WAYS +' iii,. @-@, ARE SHOWN FOR REFERENCE ONLY AND ARE NOT i^. y� • • �* - `9� LEGAL BOUNDARIES. ve 4.. o ti STA:22+10.72 2. FOR EXCAVATION AND FILL SETBACK • \ i W • Z CENTER OF(N)SIPHON LIMITATIONS,SEE DETAIL '' 1 s f, 1=J ® OUTLET STRUCTURE,SEE 6 U N 639095.60A \\� I 0 E 7618117.97 \\\\\\\ 3. FOR TYPICAL PIPE TRENCH,SEE DETAIL • I I I i>CP-42 U CP-44A \' O 429 F ODOR CONTROL \ _f , { O CP-45® . \\ ,, COOK PARK 4. FOR STANDARD MANHOLE,SEE DWG C28. I 1 I Im Z STRUCTURE CP-43® -__-__ - ____--__-____ -- _ -._-_---_-__-._ ___-_--_ __ - _ - \_ I- --_ ®WETLAND m \\\ ICE TCE ._1 5. FOR MANHOLE ORIENTATION SEE DWG C27. TCE -. .. TCE W - - - t ---- - --OCe ----\--0-466 © C7I 01 6. REMOVE TREES WITHIN PUBLIC UTILITY . ,�� Z EASEMENT(PUE)AS SHOWN IN PLAN PER TREE Q TC C1.- TCE TCE 4CE .,....... Q I REMOVAL TABLE. �' TCE -_ `� `.►�'� \ N 639108 83 Z 7. PROTECT IN PLACE TREES IN TCE NOT SHOWN ;7a00 �\1 A\� (N)SSMH O, \ 47 \-\. \` \ ! CP 39 E 761810 89 _ W� 11 FOR REMOVAL. I 1 -- WI' 1 -- _�ll � 1 \ ® '',�� Iy KEY NOTES: '� 37 ' t\ ', 1� t' _" `-� ✓� - \\\ , /It� MOCONNECT EXISTING LATERALS TO ♦ g + �� ,�r"►�'� Da WETLAND �/ • O •M �'��,�,� !� r__y- i �,.��A NEW INTERCEPTOR.SEE DETAIL WV { H \ __- ___--la �` -- --'�.�"- � p111 �_�s INSTALL NEW LATERAL CAP AND SEAL © `� !� -c -1 CE -m , FOR FUTURE CONNECTION PER DETAIL lelpy O STA:30+56.72 (N)SSMH D 2 o f Lo STA:30+18.17-5.28°LT \ 25 STA 22+25.81 1 N { CP 37A (N)SSMH A-6 CENTER OF(N)SIPHON _ J 0 N 639095.60/ eA I 0 INSTALL IMPERVIOUS PIPE ZONE, ,� z t I- SEE DETAIL a ROCK TRAP MH INLET STRUCTURE,SEE j U -STA 30+50.74 w N 638972.02 \ �_ E 7618102.89 N F i y n I ~ -__ o J . COESS S NOTOREQUIRED. ND WHERE a N 638872.38 �I E 7617320.20 M)SSMH D-3 I COI ® . g E 7617287.21 \ G N 639082-34 W a 7a n E 7616102.89 Z Y = 0 PROTECT EXISTING UTILITY(UTILITIES). _f- Z V .V I ~ PROTECT BASKETBALL AND VOLLEYBALL e § I STAGING AREA I 2S114CA00300 l% <j (6 0 { TUALATIN COUNTRY CLUB C-93 -' CITY OF TIGARD - V=i COURTS IN PLACE. ._- 90 BOX 277 3125 .. TCE TCE -TCE TUALATIN OR 97062 \ SW HALL BLVD j Z = --- __._____-- _____.__.._. ____ ....____-.._____ ___ 1TIGARD OR 97223 Cti O NEW 10"PVC LOCAL SANITARY SEWER,SEE 7 7 DRAWING 421. � 0 PLAN 0 207040 60 8 REMOVESANAND RSEWE PLA CE E.EXISTING 10-INCH �4.)., - ----. _ M CAP(E)4T GRAVITY SEWER,1 x 12" - -- ------ ---- -_ ___ ®AND 2x20"SIPHON BARRELS AND W �._- ©PSN CUT _! HOD OPEN CUT I FILL VAULT WITH STRUCTURAL FILL. J 0 _ -__ ___ _]� 0 ii:- F- O 4. 170 E 10 TEMPORARY FENCE AND PROTECT (n 1W re re 0 CC w w w +- 170 ` O TREES. ct./ O O QE QFa wa t,zt, ' 171 W 'I' ' a, z " qua . 00-....8 z; C.) 0. N M I two 2^��v Ne)Ev . use `k !NJH L50z w..mCO @i, ce co TEw u► -EXISTGRADE J I n. m W @ --- 110 66"0 FRP SN46 �/� e ( L-109.09 8=-0.07% ) ,. 30'0 PVC.P546 C 110 V/ �: I 32;34".36?04R9 �� Qu, L�.08' 5=-1,10% o IiiZ tki _ to O Z _.. • L=36:67 S=243% :...- : _ -_ \`` /� r _ _.11�:� Z_ TO 0 90 1611 66"O RP SN46 -._ f--X7070 M n=IT- -}- _" 1- 90 ' Ii. i W ami L 22.78' .. _... .. - 90.40+r- _ s-n _ /` f. _ C r° iu r �� a L E `'. S=0.07% Z (7 W> pRg aors W . r., a a ? ACM N a 5 U �. W , , �x z . ' N. tti gj CC 5 i <a� 40 __ 1a-©� _. _- CLASS$: _.j r Z A 50 : Q ra lig w 0) u, : 1.?852'. -i3HDO BORINGS BACKFILL Z Q Li. INCLUDING 32"0, 50 fi34AND36"fd HDPE ,22+00 `0 ORB CARRIER PIPES t • m 30 L) ..... ._ ._. U wad K W 0 > 10 CLASS A BACKFILL 1 -- 10 $ S�n o . e 0 Morten 5_ w , 03 31+00 - --30+00 29:00 28+00 27+00 - 26+00 25+00 24+00 23+00 Kennedy/Jenks Consultants aPROFILE NOTE: 0 20 40 60 > 421 S.W.6THAVEMW,SUITE 1000 1,,0, z Q r ro) ) VERTICAL SCALE HAS HORIZ.1' I. PORTLAND,OREGON 97204 W 0) s Too LIS IL. A CHANGED FROM 1'=5 503 t -,TO 1•=20' IQ PROD NO:1776025'00 6 m rn o N I 25114 rC007 o i w 2S114A0001500 NOTES:MY ___% > CITY OF TIGARD N 13125 SW HALL BLVD A ' o� r1GARD OR x7223 `t w 13125 SW HALL BLVD A 1. EXISTING PROPERTY LINES AND RIGHT-0F-WAYS * s o U I T CARD OR 97223 I ARE SHOWN FOR REFERENCE ONLY AND ARE NOT , c' w COOK PARK LEGAL BOUNDARIES. I 1- 2'PVC SCH 40 ELEC •S S co 1,1- CONDUIT WITH 6#12 $ 2. FOR EXCAVATION AND FILL SETBACK O • 1 CONDUCTORS LIMITATIONS,SEE DETAIL �a,, g • S a 0 . ®o N I 3. FOR TYPICAL PIPE TRENCH,SEE DETAIL © ♦ w% SD DETENTION (N)SSMH A-5 U 4. FOR STANDARD MANHOLE,SEE DWG C28.® 0 STAGING AREA r i STA 16+06.49 z m N 639137.41 5. FOR MANHOLE ORIENTATION SEE DWG C27. (N)SSMH A-5B © E 7618720.32 Q INSIDE DROP MH SEE © TCE ICE « -TCE TCE TOR G TC 6. REMOVE TREES WITHIN PUBLIC UTILITY STA 21+84.64 W EASEMENT(PUE)AS SHOWN IN PLAN PER TREE o �N 639095.60 0 0 i ® 0 0 ® 'F 18 I y REMOVAL TABLE. 00 , fl� U E 7618144.05 I 7 _ -_ . PROTECT IN PLACE TREES IN TCE NOT SHOWN i TCE-U' TCE .. TCE -...--`----TCE ICE TCE �• ,, i -- -- -- [ ACP-40 _ , „�_, 9- FOR REMOVAL. fl2l�= 0 _, --i 7+1116+00Mr 15+00 14W0 8. ENGINEERED SHORING IS REQUIRED FOR ALL O -_ 410400.11160 __=•=1 -,.--a„:9 111=11.° 7 `' -- -- -- -- TRENCHES 20-FEET OR DEEPER. W �'� `.i.�, aCy�2o+o0 �, __- •=��'- ® ©m' ICE ICE- ICE- �ICE KEY NOTES: Ilirl �� _CI- �-__ __ --"' 1- O CONNECT EXISTING LATERALS TO Mk 6 ....114. =� _ O� PROTECTt 'M NEW INTERCEPTOR,SEE DETAIL NV 0 W OVERHEAD WETLAND "ciq . VI -- L UTILITIES Z d INSTALL NEW LATERAL CAP AND SEAL FOR d _ -TCF - - rcE - TCE - TCE - TCE - - - - - - - J ) FUTURE CONNECTION. p� CV U 3 N I / (N)SS` A 5A Q Q3 ABANDON EXISTING MANHOLE SEE .`: ER I STA 617'0.0 4 PROTECT EXISTING UTILITY(UTILITIESAlli ). u o W O COORDINATE WITH CITY OF TIGARD ON 9 E 7618617. 7 SHUT-OFF. A Egli Z SANITARY SEWER LATERAL TABLE 4 la 1 ti g = 2S114AC00100 I STA: !DIAMETER DIRECTION j IE MAIN 2S114Acoo1[a FENCE AND PROTECT WETLAND WHERE p V L � CITY OF TIGARD 19+62 8-INCH ; SOUTH 103.2 CITY OF TIGARD Q ACCESS IS NOT REQUIRED. # .Q 13125 SW HALL BLVD l ___. �__.._._- ____. 13125 SW FALL BLVD ��..��II TIGARD OR 97223 \ % 17+08 I 8-INCH SOUTH 103.0 TIGARD OR x7223 8 REPLACE AND RECONNECT STORM CATCH BASIN O _.__.------ --- N PLACE. A PLAN o Q VERIFY UTILITY DIAMETER AND DEPTH. ( ] 1'=ao' V ® REMOVE AND REPLACE EXISTING ELECTRICAL BOX. w OPEN-CUT 3a -- - v TISTALL 8-INCH GATE VALVE PER CITY OF GARD STANDARDS.COODINATE LOCATIONftss O IL O 130 a.o w U d 130 WITH CITY. +io • rn y uj I7_ a 4 CITY OF TIGARD CONNECTION PERMIT uj a o z ` ® n Q U CL 14�NLL mom t® REQUIRED. V a M N 125 I . oaW^Of] 5'� °� 3 w ,' 'ova�. .. 1255 U �_ cr�° v " /(±�� < m I N 125 11 NEW 70'PVC LOCAL SANITARY SEWER,SEE "'� r ID N QOM+ W ad _ �.� U 'Di, a Fd w W w W W._. EXIST GRADE - ,a• uscs co W�,. ui U co O DRAWING C21. --- _- -- W 12 i C --------/-------- --_- - 12 PROVIDE INSIDE DROP CONNECTION,SEE ' Q v/ - -- ,,u),,__. 2 20 w Ww z�Eww w w mw 1127 ` J 1201 _-_ __ + _ SOO I 0 z�y II W W 1 I g 120 O STUB-UP CONDUIT TO(E)INCLOSURE. pota _ad II lil _ 1 °' 1 W PROVIDE 2-INCH F THREADED CONNECTION. -�� ''AA 14 PULL WIRES AND CAP INSIDE RISER, 115 E E �� 115 V/ CC coo t I 1 TREE REMOVAL TABLE' z 2 Z I Z� a = w TREE TREE DIAMETER c 110 o STATION-OFFSET Nl 110 NO. SPECIES ,INCH 1 0 /,� `2 C•4 w a ® 18+29.4-4.4'RT CHERRY 12 Ii E N ♦W♦ I Q INSIDE DROP ® 18+28.3-14.6'LT MAPLE ' 12 I ..�. V (n W IS 105 I 4 i ® 18+25.0-9.4'LT CEDAR 6 ` O i IE:103.00 INSIDE DROP I- 105 - M c j Z IE:103.10 y' ® 18+16.2-8.4'LT PINE 10 D W a 0 Ism Z I _-�' _ tU zx I j 16+23.4-1.9'LT MAPLE 8 0 1 U i _ 15+25.5-1.9 LT MAPLE 8 Z QLis I .¢I I- 66'0 FRP SN46 L=474:06'S=-0:07% H 1100 •IMPACTED TREES IN COOK PARK SHALL BE IIM TS 100 LI 68'. FRP SN46" 66`(6"FRP SN46 L=466.45 S=0.07% I REPLACED IN-KIND. L=104.09`S=0.0796 I ' m -` •• 9 I is .-� 95.-. z`¢Q a a 15 i z z a U i O�� gK w G w CLASSBBACKFILL Mortenson90 : 'ii o i i a1 r co 21+00 - 20+00 19+00 18+00 17+00 16+00 15+00 14+00 Kennedy/Jenks Consultants •• • N PROFILE 0 20 40 60 421 s.w.6TH AVENUE,SUITE 1000 t'! i T L ca 1 PORTLAND. 97204 295-4000 g a) , r N N n KJ PROJ NO;1776025'00 re,. 1 \ 2S114ACA015W NOTES: \U' 13 CITY125 OFW TIGARD W r `� - J6 1. EXISTING PROPERTY LINES AND RIGHT-OF-WAYS \ F\ TIGARD OR 97223 ARE SHOWN FOR REFERENCE ONLY AND ARE NOT -'s ) d (N)SSMH A4 COOK PARK 10 LEGAL BOUNDARIES. - 'o S y ( �T STA:11+40.04 3 /-� 2. FOR EXCAVATION AND FILL SETBACK + ~ If m \74 W cF N 634124.42 3 cck LIMITATIONS,SEE DETAIL 1N� O \ E 7619186.59 1g As O `\ a0 \rcF\ ZEE/ I H 3. FOR TYPICAL PIPE TRENCH,SEE DETAIL • 2s EQ% IO \ � �'� 4. FOR STANDARD MANHOLE,SEE DWG C28. m \\ 0 73.E \ /S / i V.., it,-c..4:1 b �� \ \ / //'�1I 5. FOR MANHOLE ORIENTATION SEE DWG C27. \\ \ 4.... 72 `� `^.co, � t :� ,p -- o �_ _ - -'I 6. REMOVE TREES WITHIN PUBLIC UTILITY °-�, \ W I \ ® \ ,a r� / ' x / o /i EASEMENT(PUE)AS SHOWN IN PLAN PER TREE n REMOVAL TABLE. z t 74... �E 7 �'� SG i i Q i F \ 31RR METER''''- \ ��\ TSF\ \ �a ' i 7 FOR REMOVAL.PROTECT IN CE TREES IN TCE NOT SHOWN �� BOXES O \ -.'"*.,:10 \ W \ rCF © \ /�� 4ID ! J 8. ENGINEERED SHORING IS REQUIRED FOR ALL i \ Q 14„ �`r i' 1 � V TRENCHES 20 FEET OR DEEPER. s \ © ,e, s 70,,,, , �► � a \._� j KEY NOTES: .U \ 3 gee CONNECT EXISTING LATERALS TO 9 �� \r� 10000A•042' a•/ WETLAND Q NEW INTERCEPTOR,SEE DETAIL \ \ `� 4, /= tom_, ,� INSTALL NEW LATERAL CAP AND SEAL FORe*e a FUTURE CONNECTION. ., m g TCFQ ' �/ 0 TIE-IN EXISTING CITY OF TIGARD SEWER TO g _ I-,� - (N)SSMH A-3 i 3 INTERCEPTOR AT SSMH A-4. 4 .71! ._1 STA:8+78.70 $ \ F N 639117.14 ® ABANDON EXISTING MANHOLE SEE Rn= 2S114AC00100 - 2S1140AIX1300 E 7619447.83 norV `� CITY OF TIGARD / CITY OF TIGARD 6 STA;8+84.72 I 13125 SW HALL BLVD // 13125 SW HALT.BLVD ,. A Ca O TIGARD 97223 J TIGARD OR 67223 `�, /1 05 PROTECT EXISTING UTILITY(UTILITIES). PLAN 0 20 ao 60 /�INSTALL IMPERVIOUS PIPE ZONE, r , 1'40 vi/ SEE DETAILLLI v ___- ---� FENCE AND PROTECT WETLAND WHERE J OPEN-CUT 7 ACCESS IS NOT REQUIRED. - 0 J 8 INSTALL INSERTA-TEE TO CONNECT 0 V. ~ la 130 ' z I Z 130 RESTROOM LATERAL SEE DETAIL Q. © 0CC CI W CC 0 RESTORE SANITARY SEWER CLEANOUT. W a + r 125 i w a LL ,a LL (� i 125 10 VERIFY UTILITY DIAMETER AND DEPTH. Oa fD t7 p N I� - - u 4---, .fi S+ as0 O + ~ <r m ti m p REMOVE AND REPLACE PLAYGROUND W Z 4 1- '21_ <o r4 In ms - �r�(gip y 10 (Z 11 EQUIPMENT.RESTORE TO EXISTING CONDITION. T C-0, NE J 2 S +Jay N- ' N - - rn u 120 A w w w iu w W w u1 w F SO-4b iu [-EXIST GRADE 3 Z w� O N<g2p �.. - "-O ZtA SYS / Wup I CL Ili Ili F w /f SAN TARP SEWER LATERAL TABLE N (n _-__a -� m 1- STA; DIAMETER DIRECTION i IE MAIN LN .. - ,-.-____.-.....�.__FL_ _^(L-._ J-t. 't- -.___ ---s_ . j 9+71 I 6-INCH 1 NORTH i 102.5CD1 F 115 115 TREE REMOVAL TABLE' 0 Z I ' TREE TREE DIAMETER Z 0 Z tes STATION-OFFSET imm Z UU o 4 NO. SPECIES ,INCH F M 110 ( o 110 C) 12+35.8-5.1'LT' BIRCH 6 r ,,�, /� E ,. n 0 11+57.8-501'LT BIRCH 8 5 W = `W m i co 10+82.5-4.5'LT BIRCH 9 vCO / T105 F n1 105 FA 10+26.0-4.3'LT BIRCH 6 0 m I Z y W 10+09.0-4.6'LT BIRCH B W /� c `` I" a 1-2 - - - - - s�-J 8+90.5-182 RT BIRCH 12 _ r Z a ¢Q = 8+46.4-4.6'RT BIRCH 12 mai Y 100 Q( 66`O FRP SN46 L`-466.45'S=0.07% 66`0 PRP SN72 L=261.35' S=0.07% (FV- 100 aIIG 86"0 FRP SN72 L=418.BT S=0.(}7% Q •IMPACTED TREES IN COOK PARK SHALL BE (2 ( - REPLACED IN-KIND. m _._ _ • i I w 95 95 a a I 61 to 3 r� W o 0 O Q CLASS B BACKFILL CLASS A BACKFILL . h t,a a g° I _ • - 90 - : Mortenson to 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 ~ Kennedy/Jenks Consultants t S. `o- PROFILE 0 20 40 60- > 421 S. W.6TH AVENUE,SUITE 1000 GCI i N m gc 1-.40' PORTLAND, -4 97204 3 000 a 3 r = 6 KJ PROJ NO:1776025'00 E 60 0 0 N N I w I fp i 23114AC00700 251138000600 CLEAN WATER SERVICES I CLEAN WATER SERVICES NOTES: 1 _ j 2550 SW HILLSBORO HWY 1 2550 SW HILLSBORO HWY )13°a3' .1' HILLSBORO,OR 97123 i HILLSBORO,OR 97123 1. EXISTING PROPERTY LINES AND RIGHT-OF-WAYS 4.Oe. `ba- .- I i ARE SHOWN FOR REFERENCE ONLY AND ARE NOT s` 1 K LEGAL BOUNDARIES. 'e 6- -6.c1 y N 2. FOR EXCAVATION AND FILL SETBACK >, sz0 `� 1S I ' I LIMITATIONS,SEE DETAIL a I (N)SSMH A-1 I STA:0+85.03 1 I (N)SSMH A-2 N 639450.11 1 .60- 3. FOR TYPICAL PIPE TRENCH,SEE DETAIL0 # 1 I I a STA:4+60.03 I 96"STL CASING WITH 1 0 66"FRP CARRIER PIPE E 7620076.62 4. FOR STANDARD MANHOLE,SEE DWG C28. ' N 639450.11 I CONNECTION TO(E) E 7619701.62 i INFLUENT PUMP CP 49 / I STATION SEWER,SEE ,_040/—A. TCE wETLAI (. I TCE —-TC€ . _TCE -`e / TCE- C23 JCP�6 `� 3 I w -\�/ / 5. FOR MANHOLE ORIENTATION SEE DWG C27. Z �u Z in �' i 6. REMOVE TREES WITHIN PUBLIC UTILITY q -- -LJ _ 1 _ -- S SHOWN IN PLAN PER TREE / <I 1 1 ; i REMOVAL TABLE. A O / C), - �.K'�.lM it - - - == i E r ii,W t// ,die +1'. I 12+00 1+00 // I 7. FOR REMOVAL. CE TREES IN TCE NOT SHOWN ; -- - -- -- /�/ // `�`_ - Y' 8. ENGINEERED SHORING IS REQUIRED FOR ALL /j // RECVINGSHAFT �'�/ TCE , _ . / � � ;<43:7&6( JACKING SHAFT (E)CULVERT \ je \_SITE ACCESS KEYNOTES: / I • CONNECT EXISTING LATERALS TO o Fti 1 © ■� APPROXIMATE LOCATION 84' Q / I O NEW INTERCEPTOR SEE DETAIL a: // QI I FANNO CREEK INTERCEPTOR � o 3 1 / I > 13-7 I O INSTALL NEW LATERAL CAP AND SEAL FOR -- _F. 6 00 FUTURE CONNECTION. '1°41eilli Z . u J 2 \ 1 /7", FENCE AND PROTECT WETLAND WHERE -) a _ -$ 4 F 1 ACCESS IS NOT REQUIRED. ��'€ f SITE ACCESS VIA EXISTING PAVED PATH SEE e S 1 r. DWG 611. w TEMPORARY SECURITY FENCE FOR WWTP. g 0 o 0 ABANDON IN-PLACE EXISTING 60-INCH SEWER. - PLAN (V1 1=40' - — W OPEN CUT TRENCHLESS OPEN CUT z - !. T �.-.+., TREE REMOVAL TABLE 0 u_ o o a • TREE TREE I DIAMETER 130 4 F ,30 ; NO. STATION-OFFSET SPECIES 1 ,INCH 1 0 CO 0 ig ` i f $� 6 1+77.0-2,4'LT CEDAR 8 I W E+ 6 Cl) .u. 1 < ,g R 1+70.1-15.7 RT BIRCH 8 r♦ Q. co in o `� 01 WO o•irn $ 1+65.9-O.T RT CEDAR 8-10 VC' p13 4. Q 125 '. N Nom$m IQ�zO 125 0 - a o. r3 z I-`- V I x g.- s ur ea m 4!! ^rcod �LI re- wail EXIST GRADE ---' 120 1 --vi8-to liiW r--, 120 a. CO g 115 to i 115 LN II 4 z Lo 7 I Z Z I _ I— W o W I W i 1 ( I Q M 105 q I 105 = ��j p O I e$`0 sTL L=200 00 3=II 35% Y�i Z Z t _ s J f. _ = lie 100 1 HI I 100 66'0 FRP SN72 L=375.00'S=0.35% I 1 - - ,__ it a I 0.95_ _ 9� zo¢e ¢ e IN _ =_ qq U GLASS8 L — J i . (' 9 o o 90 (• BACKFILL I CLASS — j 00 1. H ` 1 6 6' 6 am (- Mortenson e;cs4 5+00 4+00 3+00 2+00 1+00 0+00 . a Kennedy/Jenks Consultants , ♦ oPROFILE 0 201-40' 40 60 0 > 421 sew- REGTLAND,O ON729 1000 Wel 2 M o 04 503-295-4000 S ' . r 14 v n KJ PROD NO:1776025-00 .4, `. a U N ' t at NOTES: is, 0s s 1. HDD CONTRACTOR TO DESIGN ENTRY ` AND EXIT PITS TO CONTAIN DRILLING g \ FLUID.DEWATER DRILLING FLUID AND u DISPOSE OF MUD IN ACCORDANCE WITH a1y w SPECIAL SPECIFICATIONS, •ltq�` TCE TCE TCE TCE TCE -�, 2. PROTECT ALMC EXISTING FACILITIES .. _.. TCE TCE —TCE TCE TCE _. TCE _ , -�f'�� BEYOND WORK AREA LIMITS. ♦ ` Wt _ 1 g \ -- ------------------ -_~ ! 3. RESTORE ALL EXISTING FACILITIES TO - \\\ - �— PRE-CONSTRUCTION CONDITION. m _ -- 4. PROTECT EXISTING SANITARY SEWER m PIPE AND MANHOLES. i000 o -' \ �� _ 5. SITE ACCESS SHALL BE ALONG z \ EASEMENT FROM SW JURGENS LANE. (11 DRILL PAT\ - l - -� ., vos rx x—, ► �—` KEY NOTES: ir �+ --fir' m !\' 11, __ Ot DRILLING RIG x i ICE TCE .��` .---.------------- ,� --�—_ �.tGE�. O2 DRILLING PIPE x �► ___✓� __Ice ~ O3 POWERUNIT j ‘,.: x f�.. V ' 0+ `�_ /TCE ®EXCAVATOR y.--3 OS SURVEY TRAILOR 0 4p x v m ©SUPPLY TRAiLOR _ D J SKID PUMP 6 o -- v - ------- ®MUD RIG43) ' EXIT PLANo 10 20 Griiiiiil O9 SPOIL CONTAINMENT g 1 = 20 0 10 6'X 6'RECYCLE PIT 0 & 11 PROVIDE RDDITIONAL CONTAINMENT • N AROUND ENTRY AND EXIT PITS. YCC It Q Z .TCE a------.. TCE ..---__.TCE �E a O - .. -7CE - —TCE (0 Eil -.. ------TCE ..-_—TCE ------TCE I T -..-. :_.. '-_""TCE i TCE —TCE —TCE _-i a v w _�..., _' —TCE-.. TSE 0 � Da z o 0 C) m 729 . 0 0 N� CC CD O DRILL PATH o .ri'sera1;,. 0 111111111 74, g 11.1.11.11111.11.11.1111111111111511 �O• =.• O Z l' EL 100000001111111111111111111111111111061111 a. '.-. AC PAVEMENT- g w a 00 m f a V > ..%44 W p 0 © Q I- F- a La cg — TCE —TCE TCE TCE - --TCE - TCE .. TCE -Tio TCE--.. TCE -- -.. TCE TCE —___— TCE ' -—__ —TCI 9 • \ 9 g U iz • Ix'e W W g > `- Z O — — ENTRY PLAN o 10 20 — — Mortenson $ 1 i' X • °° Kennedy/Jenks Consultants , \ 421 S.W.6TM AVENUE,SUITE 1000 C) i 0 h. m iiii r. PORTUWD,OREGON 97204 w 041 LL KJ PROJ NO:1778025.00 a = O E to 0 0 ;" I 2S114AC00700 N\ CITY OF TIGARD NOTES: 13125 SW HALL BLVD �I n. V "�O (N)SSMH C-1 TIGARD OR 97223 1. EXISTING PROPERTY LINES AND RIGHT-0F-WAYS s STA 1+00.� I ARE SHOWN FOR REFERENCE ONLY AND ARE NOT }(\ LEGAL BOUNDARIES. $ N 639238.67 fy . \ E 7617831.23 I 2. FOR EXCAVATION AND FILL SETBACK //\fir �Q~ LIMITATIONS,SEE DETAIL l 1 4 RdD- Ve;:i. �5 (N)SSMH A5B 3. FOR TYPICAL PIPE TRENCH,SEE DETAIL I W% 0 /6 INSIDE DROP MH SEE / o \ v COOK PARK STA: 5+51.49= a 4. FOR STANDARD MANHOLE,SEE DWG C28. \ m rTCE STA 21+84.84 2O WETLAND ` \ N gq6131g9g095.605. FOR MANHOLE ORIENTATION SEE DWG C27. 7 �1n \ - TCE E 7TCE 144.05 .. TCE .. TCE. _.I © ! 6. REMOVE TREES WITHIN PUBLIC UTILITY ® I EASEMENT(PUE). �t �, \\ , \ 'i\4_, I KEY NOTES: \` ,\ \\ I`� _--• 1Q CONNECT EXISTING LATERAL TO NEW SSMH D-2. i \ \\\\\\ \ \\ ` `1\� \ 0 �h� O FENCE AND PROTECT WETLAND WHERE \\\\\\\„,\ f- JJJI \ ACCESS IS NOT REQUIRED. ` �� \ —_\ __�� - � i� O- PROTECT EXISTING UTILITY(UTILITIES). (� \ - .:.�- ` -_ TCE --1�F -�^ /� PROTECT BASKETBALL AND VOLLYBALL COURTS �'.►'; --TCE VIN PLACE. ,0011111 Q REMOVE EXISTING 10-INCH SANITARY SEWER L.u �__ LINE AS REQUIRED FOR INSTALLATION OF NEW Ar- ',........"'.."". (N)SSMH C-2 (STA C3 10 INCH SANITARY SEWER. !; _ STA 5+29.02 �� --�'—_r STA 2+66.09 C & —`r'C' N 639080.03 N 639073.14 ©PLUG AND ABANDON-IN-PLACE EXISTING 10 INCH v t E 7617880.40 E 7618143.25 SANITARY SEWER. E _ >8 1 \ CAP(E)42'GRAVITY SEWER,1 x 12"AND 2 x 20' '=$ SIPHON BARRELS AND FILL VAULT WITH 1 S 1 2S114AC00100 p§ CITY OF TIGARD STRUCTURAL FILL. o 13125 SW HAL,ByY TIGARD OR 97223 0 PLAN o 2° 40 66 SANITARY SEWER LATERAL TABLE 1'=40' STA: !DIAMETER ;DIRECTION IE @I MAIN 2+66.1 11 6-INCH ; SOUTH 109.5+/- - —__ — 0W OPEN-CUT — cL wLL. I- 0 135 ; 1 ID O I ).‘4`) O w z n 135 N u. 130 a1Nm N s,-Ri N�Q4 ki.I$;s 1130 J .■ =eiNwg =-6$470 p6 8 Q�aNN � a Z a a dp i w o .. .. -11,7) w .k1„ V7 -c4w.. ., { 125 i ?r j 2 W Lt., z co-,..._ z r~il rr IG ,„.2.2.4?--0 I is�iu ul ul 125 J a th n _-- -11 CO 120 120 Cr to ZOOZ 115 115 mm E.01 - a = w CO VI E 1A'H PVC ( i w w �i 10'.0 PVC L=166.09'S=-0.25% S= 0.26% CO 110 10"0 PVC L=262.94'S=4.25% 110 CC 0 O mD n a`105 T co 105 Z a iii -01 INSIDE DROP w �IEc 103.10 _ ! 0 "100 ' (E)SIPHON 1y100 z 2 X 2 ¢ I - ¢% BARRELS r C - =° 5 . 6 `� 95 I CLASS A BACKFILL a ^ . -'S w w 95 �, Mortenson t z o t4 CB 0+00 1+00 2+00 3+00 4+00 5+00 6+00 — CC W Kennedy/Jenks Consultants , % NPROFILE 9 20 40 60- > 421 S.W.6TH AVENUE,SUITE 1000 CI i r two P 1-=4m PORTLAND,3_�E 97204 000 mi,eCb 3 N = u0 KJ PROJ NO:1776025.00 n`0 O () M 1 KEY NOTE: N , , 4%. 1 OPROVIDE 3 x 16 SS IN-CHANNEL MOUNT GUIDE FRAME, 1 x 36°x 48" _ +'o\ %`e. g AND 1-54"x48"SET OF PLASTI-FAB STOP LOGS AND STOP LOG s \l gh LIFTING BEAMS. e ti ANCHOR BARREL +\, �" w © T IN CLSM 2 CORE FOUL AIR CONNECTION FOR KOR-N-SEAL BOOT AND 16"PVC ''! ck 19'-0" O PIPE. t 0 INSTALL REMOVABLE 4'x 16'FRP CATWALK GRATE ANCHORED I /--(3) c 1J 4-FEET ABOVE THE HIGH FLOW VEIR SPANNING ACROSS THE _.' 66"FRP -i - SIPHON STRUCTURE. I o INTERCEPTOR - / I - Q m _ �.- 4 2"x 1"THICK WEEP RING. ��' 10'MIN 10'MIN �/" 32"LOW A FLOW BARREL HATCH �' A , I. q z 0 ABOVE Fo I !Io • C ' I I � i if+ 32"LOW FLOW ! 36"HIGH FLOW -v iI -- __ -- — — BARREL J BARREL jl 34"INTERMEDIATE ANNULAR SPACE u FLOW BARREL GROUT FILL(TYP) 34'INTERMEDIATE FLOW BARREL HDD CROSSING SECTION 0 V 1--,..„1„_ _ I Or—16"PVC FOUL a NO SCALE: +--- I ) AIR PIPE c / 'ir c�� c 36'HIGH b 2'MAX CASING INSULATOR SPACING I FLOW BARREL .-1 I ,� 4. o (TYP EACH END) PER SPECIAL SPECIFICATIONS 90"0 STEELe* R c i \\. 1'0" CASING, C $ I A 66'0 FRP SEE NOTE I v R \ GROUT PLUG =6s 9 TYP EACH END -a I gill m SIPHON INLET STRUCTURE � o , ________ I \ SEE DWG S5 AND S6 12"TYP = a it H Z N SIPHON INLET PLAN y� 0 3 6 G7! i i �,,,,J 1/4"=1'-0" ,A _ _ _ Z 48"x36"ACCESS 48"x36"ACCESS "" HATCH(TYP) \ EL 120.49 HATCH(TYP F 3) EL 120.49 SAND FILL CC .�j O ...I I i I I ANNULAR SPACE A CASING INSULATORS ` W/PLASTIC SKIDS. a z W NC 16"FOUL 2"MAX CLEARANCE AT TOP BETWEEN O 0 Q CASING SPACERS&TOP OF CASING 0 I z 16"FOUL AIR PIPE / 1 \ '+ a ea AIR PIPE 1 1 \\`\ V 5 /(\ n STEEL CASING Q REMOVABLE ``� ol IE 112.29+/- J %i �� Q -- 4'x 16'FRP GRATE y IE 112.29+f /' CIL co z-CONC . ' ,1 CASING INSULATOR ot REMOVABLE DIVIDER E f \ ---i-- W/SKIDS 4`x 16'FRP GRATE WALL \\ 1 )_ I CO moo g co 66"FRP 0 TOW 107.00 r 1 \ \� //`/I CARRIER PIPE ' Cr Z INTERCEPTOR INTERMEDIATE HIGH FLOW '� Z H O UJ i _- FLOW WEIR WALL 30"LOW INTERMEDIATE / WEIR 104'10 �� 2"MIN CLEARANCE BETWEEN FM I C ao /—FLOW FLOW WEIR 102.73 TOW 103.77 CASING&CARRIER PIPE BELLS /� c 5'-0"MIN/ BARREL TOW 102.40 \ SECTION A-A &APPURTENANCES 0 '=/� W 15'-0"WEIR00 CASING NOTES: < Q 0 ----_ Z ILLI Z M IE 98.80 IE 98.62 -j " — EL 98.50 IE 98.62 1.SEE SPECIAL SPECIFICATIONS FOR CASING REQUIREMENTS. CC CAST-IN-PLACE ' `0 2 TYP — Z Q On 0 CONCRETE BASE — L 1 PIPE CASING DETAIL NO SCALE: C22 SEE DETAILI ANCHOR I / I O CONTOURED CONC FILL BARRELS 32"LOW FLOW j 36"HIGH FLOW TYP 18"MIN OF COMPACTED IN CLSM BARREL 34"INTERMEDIATE J BARREL A 3 1 2' E FLOW BARREL 18"MIN OF COMPACTED o i¢ °� . 9 1 112"3/4"BASE 1 1/2"-314"BASE t P ie w o 0 U -o Z w SIPHON INLET SECTION A SIPHON INLET SECTION B Mortensen : <, 0 0 3 6 ar o a 8 O Kennedy/Jenks Consultants • , % 421 S.W. AVENUE, A GONNSUITE04 as ac+�, N W 503 ass 4000 ¢ Q ' tZ KJ PROJ NO:1776025' co v F. 14'-6" ..- . •4. 30"0 PVC )11' 13'-0" SCE COMPOST MH FRAME AND PRECAST MH / \ 9" r 9" • w COVER(TYP OF 3),SEE 1i'�'•' t �/ 36"0 HDPE /` (E)60"CSP • SSMH D-1 SIPHON �� TO IPS SIPHON OUTLET 144"0 f \ 72"0 PRECAST BARREL IN it 77 PRECAST CONC,SEE �, 32"HOPE o CONC(TYP OF 3) 'Cr -/ \ NOTE: " 00 1 -4•• ''1 �� , 1 SSMH D-1 AND SSMH 1 f HATCH ABOVE m' ��‘\ I ! SSMH D-2 SETTLEMENT JOINT,SEE �~ I I I D-2 ARE SIMILAR iq /30"_* 30"PVC �, ---A----\-- 177" CONTOURED 66"FRP 66"MIN RADIUS OF 34"HDPE ' /' \ /� / CHAN OUTER CHANNEL oN / V \ ` l CHANNEL 4i / -_ o LL i , �,' / _� _ vi, / + SSMH D-3 PLAN L A -0.— / t ® i \.--.17•1°,7" �� 66"0 FRP t ,� ? - 66"0 FRP SSMH A-56 z A LOK 970 KOR-N-SEAL BOOT 1 PRECAST z 36"HOPE 7 60'0 FRP __ _ STRUCTURE /� i 30"PVC FIELD SLEEVE �� L 1 •I I t 1 30"0 PVC OUT - ' /! SSMH C-3 48"0 MH SET - SSMH D-3 I }14" '� MH RISER � PRECAST CONC W, CONTOURED CONC FILL 1 - CONTOURED 10"0 PVC SS LINE"C" -, -' +-- CONC FILL .� @ 1,--- -. _ _ _ , -- - DEMO FOR INSTALLATION v o i I , OF NEW 66"FRP TIE-IN !y p - * (E)60"CSP ABANDON etke3 I o 1 --- PRECAST CONC IN-PLACE PLUG W/CONC o 0 N EXTENDED BASE ig i -$ 32.0/34.0/36"0 ( Ii A* COOK PARK SIPHON OUTLET PLAN 0 HDPE DR9 SIPHON a §E • 00 BARRELS IN ENI N 11'M" --COMPACTED 1 1J2"-3/a" SSMH A-1 CONNECTION DETAIL Orr a DRAINAGE MATERIAL 0 3 6 Q SECTION v4=1.a" Q) TOP 124.06 SIPHON MH DETAIL D-1, D-2&D-3 0 EIIMMUNIUMMilli EG 123.23 0 2 4 ad W 318"=1'-0" 0 Z KEY NOTE: J Z r KOR-N-SEAL BOOT(TYP OF 3) `/ CAST-IN-PLACE CONCRETE 4CC a 0 48"X48"HATCH ABOVE PRECDUCTAST KEY RISER SECTION INTO BASE Y O T 4 �✓ 0 WITH RUBBER GASKET. 0 Z W CONTOURED SECTION CONC CHANNELS L0 0 C os IN MH BASEr;\PRECAST CONCRETE TOP WITH v L \. - 48"X 36"WATERTIGHT 0. CO,1417 iy! GROUT DOUBLE LEAF ACCESS HATCH. 3 30"0 PVC \ Q-/ SEAL,SEE gro n 1� \ ' ' HYDROPHILLIC cn 1'-71/2" -r - EXPANDING 30"0 PVCWATERSTOP _ 4/3 \N AROUND(E)PIPE CC m —\ - RUBBER z O` z Z COMPRESSION GROUT FILL — r OO W a GASKET AROUND PIPE 1. Cl. = C - - (E)60"CSP c 3 / DOC HOUSE J W W E �4� 66"FRP BASE SECTIONIIMINI i V to A, P-7 1/2"' �// // \-11 -66"0 FRP / CONC CFILL ONTOURED D ,Ii Q \2' INTERCEPTOR I / /meZ Ilk / 1 Li Q S i IE 95.38 , © EL 95.37 G / 144"0 PRECAST MH IP 7 o 6 30"0 PVC I z 3; i n I I 61 oa'a `15, z z COMPACTED 1 1/2--3/4" - r It a- G U zpp,, i SIPHON OUTLET PLAN 0 DRAINAGE MATERIAL -'„, a �y'� a o 2 4 Mortensen ` i z 0 6 0 ; co 3/8".1,0* SSMH A-1 CONNECTION SECTIONC-1) Kennedy/Jenks Consultants I' N 0 3 61(4 1 421 SPORTLAND, 97204 503-295-4000 C co csj N 0 n KJ PROJ NO:1776029100 0 BOLT DOWN TO MH 0 % CONCRETE AS INDICATED 58"DIA. COMPOSITE MH FRAME --1 COMPOSITE MH m IN MH BALLAST AND FINISH O MANHOLE BALLAST AND FINISH SCHEDULE " R AND COVER PER DETAIL 0 FRAME AND COVER SCHEDULE TABLE SEE MINIMUM - e H\, b U l EL 120.59+I- BALLAST ` q o PHASE SSMH NO. CONCRETE FINISH MH MATERIALS I y \----1: 1 I PRECAST MANHOLE (C� !f� �1 • COUPLING(TVP) �'0 o a • PER STD DWG NO.050 1 1&"7YP 'E- Mel 25" / A17 2.80 UNDEVELOPED FRP % -, 1 NOTE: IF IN DIA.AS INDICATED I OUT DIA.AS INDICATED #6 BAR AROUND 48" A16 2.90 UNDEVELOPED FRP i w%ON PROFILE DWG'S ON PROFILE DWG'S OUTSIDE OF OPENING. n #6 DIA BOTH SIDES OF CONSTRUCT CARBON ---_J L_ A15 2.90 DEVELOPED FRP m (' OPENING. BED AND SUPPORT Ark #6 6"O.C.BOTH WAYS GRATE,SEE DETAIL A14 2.90 UNDEVELOPED FRP �� rhe� `S�.e: iy 51L. GROUT W/1%SLOPE 16"Pl PVC PIPE ;} 1z,`.e.^ . :•,:_4-4.. TERMINATING AT A13 3.50 DEVELOPED FRP SLOPE BACK TO sr 4. 1__ zp•: m INLET BOX AT 2% = =- = PIPE INVERT _ (i r Al2 3.40 UNDEVELOPED FRP "-' 6"CONCRETE I �� 7---r / E WALL A11 3.50 UNDEVELOPED FRP 1 ' 00 N' I 12" OF 1 t/2-374" IE 112.69 b O.C.EACH WAY Al0 3.40 UNDEVELOPED FRP DRAINAGE FILL(TYPICAL) NON-SHRINK GROUT cos A9 3.40 DEVELOPED FRP g UNDEVELOPED LOCATIONS TYPICAL FRP MANHOLE INSTALLATION 0 12"MIN OF A8 3.40 DEVELOPED FRP gcoi SCALE:NONEDRAINAGE FI 6" A7 3.40 UNDEVELOPED FRP " 0PASSIVE CARBON FILTER 2B A6 1.00 DEVELOPED PRECASTca BOLT DOWN TO MH0 CONCRETE NO SCALE: I a Z MI COMPOSITE MH FRAME CONCRETE COLLAR A5B 3.20 DEVELOPED FRP ;; la AND COVER PER DETAIL (PAVED AREAS ONLY) A5A 3.30 DEVELOPED FRP e* n 1 E 60. #5 7.5'O.C.E.W. CLEAN AIR VENT TO ATMOSPHERE A5 3.30 DEVELOPED FRP gruirivi 1 L •.,:• F: ..t7,t.-..-..-. 7'•,'s�F- A4 3.30 DEVELOPED FRP ° _ o yr"1`�a�r Y :r i�,�. t :...rf i :'1 MINIMUM CARBON - �. �• :..ti.•+724., .i;.,/474Z'¢ '•.$: 12" CONCRETE AS INDICATED h1r "= _fry �•-;�- Y' 's FRP c.'": :;:"' „•eas•rtir''Y'= •b:»-, 1 ---CENTAURHSV OR A3 3.30 DEVELOPED g IN MN BALLAST AND FINISH �'��, � A* ," .h & Vii, APPROVED EQUAL O SCHEDULE TABLE SHEAR RING GSE TENDRAIN 275 3.30 DEVELOPED i FRP ` ,--- ,------‘-----.-----.---------.a----.`' MIL GEOCOMPOSITE Al 0.00 DEVELOPED PRECAST COUPLING(TYP) Iv z , I t8"TYP 1112 MESH 316 SS OR APPROVED EQUAL CONCRETE CARBON MESH-' OUT DIA.AS INDICATED D1 2.00 DEVELOPED IN DIA.AS INDICATED ON PROFILE DWG'S 1 1!2"D x 1 1/2"SQ MESH----•--■�.. _ ISar -- PRECAST CONCRETE ON PROFILE DWG'S ' •:ill L MONA COMPOSITES k , PRECAST FIBERGLASS PLATFORM, ( ? D2 2.00 DEVELOPED CONCRETE W 11- ®® Ill OR APPROVED EQUAL FOUL AIR PRECAST J D3 2.00 DEVELOPED CONCRETE 0 CARBON BED AND SUPPORT GRATE e I a NO SCALE: NOTES: Z 1. FRP MANHOLES SHALL BE FABRICATED TEES AS Q W DESCRIBED IN SPECIAL SPECIFICATION S-41. 2 0 12" OF 1 1/2-314" , DRAINAGE FILL(TYPICAL) IIIL #4 @ 12"OC,EW,EF cn A DEVELOPED LOCATIONS 48"RISER 4111. 8"PVC TEE WITH PLUG § CO TYPICAL FRP MANHOLE INSTALLATION O 8"PVC •, EL 113.00 Z �. cm SCALE:NONEco cls y FUSER FABRICATE FRP 111: C O O0 �" 10"PVC 7EE PIPE BRACKETS rWITH PLUG /""5 a /_ 5vFRP RISER 10"PVC y EL 106281 W ii ,■, mFABRICATE FRP I'. . /V1 f� ii>i PIPE BRACKET 8"PVC 118 BEND "' 0 ea .§ 12"MIN 86"FRP 66"FRP WIX ■ I 7 ■ ■ •11 ■ ~ F' Za #4 12"OC,EW,EF / EL 103 00 , TEL 103.10 $ Z < x qs12"MIN(TYP) IrPTIMIIIIIII FLOW , FLOW ' EACH SIDE 1 999 Zs'6 ¢ 8 • O 12"MIN va=r-0 F € fl 1'iIt z61 a MH A-5B INSIDE DROP DETAIL (1) MH A-5A INSIDE DROP DETAIL 6 '_ L .1 g E 0 3 6 0 3 6 ii) Mortensen ♦ U fid, 1101'-0• Kennedy/Jenks Consultants , k OD FRP MANHOLE SECTION 1µ •= 421 SAN,6TH AVENUE,SUITE 1000 "' SCALE:NONE cls PORI 5D,�E B7N14 000 3 Q N KJ PROJ NO:177602500 to MH A18 (FRP) i, 'rob,1 • 0 3. -: its -44 I OP* 73.7. 60 F0,5) /IV,111 60^FRP� - W a I 1 Pim i 60"FRP I MH A17 (FRP) a iw 176 w ! 1 �� gAft p FRP 1 h^O A FQQ/ 66"FRP ` ze ...00 -60-0'? ri_,- ).,„,„ i • ,t)_-----1 66`FRP { Q i P /� FQ 3s U 60" / FRP 66"FRP j 6rD X60 �' m I i , i v a MH A16 (FRP) MH A15 (FRP) MH A14 (FRP) MH A13 (FRP) MH Al2 (FRP) MH A11 (FRP) o Ii I g1 _ 179' r\ • ~_ 140" 1 .. _ j O 66"FRP i �\ �'_FRP : 66"FRP 66"FRP F- �"FRP - SRA 66"FRP 66"FRP ....e. 66"FRP -- - -------- - - -----'_' 66"FRP 0 755^ I gh a v i a W N Q J MH A10 (FRP MH A-9 (FRP) i MH A-8 (FRP) MH A-7 (FRP) MH A-6 (CONCRETE) MH A-5B (FRP) I Z _ Z I— / / N4 w "�QQ 66"FRP 1 0 9 66"FRP — _ 66"FRP 4 1 , 1� �� I M - - 6 ;- — mil �^FRP a.' — f i 11°cM — — _of 66"FRP �Q q2 �/ NIll 170°,-/1 70° 66"FRP ! F LLJ N. U 66"FRP ZOCC OZ I — W a WMH A-3 (FRP)MH A-5A (FRP) MH A-5 (FRP MH A-4 (FRP) ' / MH A-2 (FRP) V - NOT TO SCALE Q CC 0 Q 1 7.-----'>:g IX rL0 ' Z a30"HDA - m �� \ 26"FRP f _ ‘,,,,,,,,p4 36^HDPE -- ------ — --I 36"HDPE 1 ° 730" �" - , • 3; i o 1 a 9 a a Q ¢ ¢ U ♦ 171" z z �€ w o 0 °' Mortenson 1_ . a 11 *, MH D-1 (PRE-CAST1 MH D-2 (PRE-CAST) MH D-3 (PRE-CAST) corsKennedy/Jenks Consultants , • ---------- --------._------ ------------ ------ ' ---- -------- { 421 S.w.6TH AVEriuE,SUITE toxo �t in z �' r cmo P "97204 3 Ill°' L N KJ PR0J 40 7716025`00 d 14.1 o 0 0 e,9, 0&,., 1 woe A N 36-INCH SUMP `' o +° FOR ROCK BASKET w SEE DETAIL K LOCATE FRAME AND ii w`C \ 4 CI) ,) COVER OVER LEDGE OF `%l'ti ,�Q'-� 'gg' kotiell 318"0 316 SS PROOF AT LEAST 1Y IN WIDTH(JKNOCKOUTS lk S- JOINT DETAWILL o AT 114 POINT Aii'i s, VARY MANU66FRPiN II / \ 318"0 HOLES !- r''— ?. .„ ON 6"GRID 86'FRP OUT TO '� `Z NON-SHRINK Q SIPHON BOX (TYP) � r SEE DETAIL IV 96 INCH PRECAST MANHOLE o 0 `D ac' 1 DETAIL"A" .PDARDMEANDCOVEROR Ot: t ► WATERTIGHT FRAME AND COVER.SEE PLAN MAXIMUM 27`FROM TOP STD.DRAWING NO.110,920,OR 130 f OF FIRST STEP TO TOP /SET FRAME IN NON-SHRINK GROUT ` ci PRECAST FLAT TOP WITH ink OF CASTING F�RAME/COVERR,,SEE DETAIL / NOTES: I �� EL 117.7+f- 1. ALL PRE CAST MANHOLE SECTIONS SHALL CONFORM TO \,( GRADE RINGS(2`,4`,OR 6")MAXIMUM THE REQUIREMENTS OF ASTM C-478. , 12"SET IN NON-SHRINK GROUT 1.1 ® 34"O.D. -'---c-__gid /-96-INCH PRECAST 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE Pow- MANHOLE MANHOLE BASE. FCHAIN HOOK, CI 12 SEE DETAIL Iv ' I 66"FRP OUT TO 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO I STANDARD ECCENTRIC .. `I SIPHON BOX THE REQUIREMENTS OF ASTM C-443. 36"CONE p o ' la g s Ack 3/16"THICK 316 SS 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE +.1 _1: WATERTIGHT. V 0 a_y.a' MANHOLE SECTION € 5. PIPE CONNECTIONS OF 24"OR GREATER SHALL REQUIRE A i�(VARIABLE 9'4) p IE:100.62 Y MANHOLE AND CHANNEL DETAIL. -+— 48"MINIMUM w MINIMUM 3" 0 r�;�_i NON-SHRINK GROUT r 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALLi 7i; EL 96 62 SEAL AROUND PIPE ) ? MANHOLE STEPS SEE `A (TYP) SEE DETAIL Q REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. " CF, 7. PROVIDE A MINIMUM OF 8'OF INTACT(UNDISTURBED) 2 r � STD DRAWING NO.100 ®� �._ 5-MINIMUM 1-#5 HOOP(TYP) ' - #5 DOWELS INTO a MANHOLE WALL BETWEEN PIPE BREAKOUTS AS 2 ji PRECAST BASE MEASURED ON THE INSIDE FACE OF THE MANHOLE. 12*MIN.1 1/2"-3/4" z2 SEE DETAIL"A" 6"DEPTH WITH COMPACTED BASEEPDXY ADHESIVE 3116`THICK 316 SS 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2"MINIMUM AND 4 12"O.0(TYP) 4"MAXIMUM CLEAR OF PIPE WAIL. SECTION"A-A" " W c"? 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" FOR SANITARY CONNECTION AND 48'FOR STORM O Cl) SSMH A-6 ROCK TRAP MANHOLE TOP PLANCI ROCK BASKET DETAILfil CONNECTION. -_0 5 90 SCALE:NONE 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME ANDQ Z COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS.SEE STD DRAWING 130. CONSTRUCT Q W 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO r----- CHANNEL AND MIN Q a 12"SHELF IN FIELD THE REQUIREMENTS OF ASTM C-443. PIPE tcll CONC PLUG m INSTALL FRP PLUG I.D. �p d est U Y' (E)SSMH A-18 '6$$O ��- 1� 1NIJa EOr"SI146 NON SHRINKING GROUT �_ SMOOTH FINISH CC Z ~ A -'n ( 0NCHANNEL TO Z 0Z 00111/ FWC COUPLING 3!4 VERTICAL A 0 W 0 12"MINIMUM OF 3/4"-0" HEIGHT OF PIPE Y. I�{ co a�0 - COMPACTED Wr L��1/J�� / 7 BASE MATERIAL 0 E. W IV CWS DRAWING NO.010 Q Vf I II P) STANDARD MANHOLE DETAIL 9 0 r / SCALE:NOW W 11 et; 8 ) CLEAN INSIDE OF MH,('I FIELD INSTALL FRP Z5 $ PLUG CONTOURED pO�E TO MH INTERIOR F2 $$C:Lf T) \,_ 40pR B (N)SSMH A-17 E 110 $zz fe`� ¢ a ( CHAIN HOOK DETAIL cc I:i W W mei 9W i 2 WALE:NONE Mortensen s I= o oW v , oo SSMH A-17 CONNECTION DETAIL 0 Kennedy/Jenks Consultants e 1 G 0 3 6 421 S.W.6TH AVENUE.SUITE 1000 O 1N'=1,-0, 503-295-4000 PORTLAND, 97204 3 < CO = p I. KJ PROJ NO:1776025'00 V °� Gd°j TACK ALL EXPOSED `i, MATERIAL PATCH y \ Js, QL AC TO GREATER OF -----W+24'MIN. �� 3"THICKNESS OR 12'MIN. MIN. EXISTING AC e bI EXISTING SAWCUT\.,.,.,.......,,,,,..,_..12* \ CONCRETE FOR CLOSURE NI bCOLLAR SHALL BE READY-MIXED + �QW' CONFORMING WITH ASTM C94 ADJUSTMENT GRADE RINGS t\R� re" j ALTERNATE COMPRESSIVE AND S SHALL HAVE j A COMPRESSIVE STREI�TH OF AND CASTING FRAME SET 3000 PSI X28 DAYS. IN 1°OF NON-SHRINKING NOTE: GROUT I 11/Y Q IMPERVIOUS ZONE TO BE PLACED AS r p, " SLIT BAGS AND PLACE DIRECTED. IMPERVIOUS ZONE WILL EXTEND / y `.�^, m TIGHTLY BETWEEN PIPE FROM UNDISTURBED SOILS TO A MIN.OF ��J i�� AND UNDISTURBED 1.5-FT.INTO COMPACTED NATIVE BACKFILL. 7 ' SOILS,SIDES AND Z BOTTOM OF PIPE. ��N' EXISTING r 3/4"-0 3 If 1 BASE ROCK III I '- CRUSHED ROCK �� . 1 p ( z o \� - - y• w§ 3- PIPE BEDDING PIPE ZONE -FORM AS APPROVED g 1 / BALL GH ID , , BENTONITE TI TIGHTLL Y AGAINST I BEDDING i UNDISTURBED SOILS. Q L -2 PLAN SECTION NOTES: m 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. y IMPERVIOUS PIPE ZONE DETAIL 2. FOR BEDDING,PIPE ZONE,AND TRENCH BACKFILL SEE STD.DRAWING NO.590,DETAIL in i 3. COMPACTION TESTING REQUIRED FOR ALL AC PAVEMENT PER WASHINGTON COUNTY gg NO SCALE: C29 320.020.3 2 E 20.12 CWS DRAWING NO.600 CWS DRAWING NO.140 �6 $I$ T-CUT ASPHALT DETAIL 0 CONCRETE MANHOLE CLOSURE COLLAR 0 l i^I NO SCALE: NO SCALE: g u SURFACE RESTORATION § A AS SPECIFIED CLASS"B" i CLASS"A" 1. PVC HUB SHALL CONFORM TO ASTM SEE STD DRAWING 800 \ 1 MOUND EXCESS NATIVE 3034,SDR 35 DRIVE INTO CENTER OF �.y • T-CUT ASPHALT DETAIL i MATERIAL OVER TRENCH TRUBBER SLEEVE AFTER SLEEVE IS rel/ ALLOW FOR SETTLEMENT O PLACED IN HOLE. 7 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO T THE PVC HUB.STAINLESS STEEL C�yIr 12'NATIVE TOP SOIL ® BAND SHALL BE 300 SERIES,9/16" Lt. 95%COMPACTION I IF TOP SOIL EXISTED BAND WIDTH,CADMIUM PLATED Q W Q PRIOR TO EXCAVATION. CARBON STEEL,AND ATTACHED WITH WITHIN 36'OF 90%COMPACTION HEX HEAD SLOTTED SCREW. � 0 Q ,-UNDISTURBED SURFACE - Z LU Z 1._"4. EARTH -- 7 �y- UNDISTURBED 3. COMPLETE RUBBER SLEEVE INCLUDES Q 1 U N y ila -- ) A MOLDED SEGMENT THAT HOLDS IT IN 90%COMPACTION 1 C NATIVE EARTH - PLACE. BELOW 36"OF I MATERIAL--D SURFACE , C Q DEPTH C 1 NOTE. 3 VARIES 3/4'-0 CRUSHED 41.1.8.11111 a, ROCK ALL COMPACTTION REQUIREMENTS PER 2 - __ __ AASHTO T-99 AND ODOT/APWA SPEC 00405. - 7 ®s Cn 3/4"-0CR�SHED TRENCH WIDTH 1111111111111111111111m...11.1111 CC ROCK 1/2 PIPE O.D. Z O O wails __ PIPE ZONE PLUS 6• TABLE � a = W PIPE DIA W w ci I (INCHES) A(INCHES) i—i m1 0 I 48 12 /A 3/4'A 6066 18 Q O PIPE BEDDING PLUS1/2 O.D. 18 W 1 NOTES: lw" Ism CC -_ __ 1_ 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND Z Z a' ;• 12"DRAINAGE FILL 4 CORED. 4 m PER SPECIALTRENCH STABILIZATION:• SPECIFICATION S-28 j 1 • _, ( 1 IF REQUIRED,TRENCH STABILIZATION 2. INSERTA-TEES ARE NOT ALLOWED IN NEWLY m SHALL BE SPECIFIED SEPERATELY CONSTRUCTED SEWER MAINS WITH AN INSIDE DIAMETER (SEE SECTION 12.4.13)AND PLACED o, j (I.D.)OF 10 INCHES OR SMALLER. ;3 g i ; " a A A i s x - 'I PRIOR TO PLACEMENT OF BEDDING =s a MATERIAL. o ii PIPE ZONE AND PIPE BEDDING TRENCH WIDTH, 3.SEWER MAIN SHALL BE TWO SIZES(NOMINAL I.D.)LARGER €i rc w o 0 w ,:4 SEE TRENCH WIDTH TABLE DETAIL 4/C29 THAN THE INSERTA-TEE. e: oa 1/2 PIPE O.D.PLUS 4'MIN.FOR PIPE SMALLER THAN 18" w N i a �` 1/2 PIPE O.D.PLUS 6'MIN.FOR PIPE 18'AND LARGER 4.NO 12-0-CLOCK TAPS PERMITTED. M O I�tG'I 1 S O I 1 • z o o �• 0. CWS DRAWING NO.530 Kennedy/Jenks Consultants , TRENCH BACKFILL WITH DRAINAGE LAYER DETAIL e INSERTA-TEE DETAIL 6 421 S.W.6TH AVENUE,SUITE 1000 Ii co PORTLAND,OREGON 97204 w 2,.> w 3 NO SCALE: SCALE:NONE c29 KJ PROJ NO:X25^90 ` o °�� ' H-3,79' 0 3.79" NOTE: N m 1 ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO h U4- c L� THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE 4v�� cg - g — '� • PROVISIONS OF CWS STANDARD DRAWING NO.010 ON g Y 1 *, I gV4-0 Mtr THIS SHEET. lil ��r • Ok 0 R ENCAPSULATED RGASKET 5'MINIMUM . -�---- / i 0 INTEGRATED m GASKET ON COVER&FRAME n 1111111111C:\ 0° _ ® iP PE1'/FT BOLT-DOWN DETAIL i�, a SLOPE z s, PIPE I V.41.---ft,„/ SANDED BELL FITTING O.D. 0 A \ / ,-..-\_4-. , o 411111111\ 1 � .' PVC SANDED BELL 3/4 M • � PIPE I I 6 1 'O.D./ I �'. /(/,4. FRAME ANCHOR 6"MIN, SEE NOTE 1 NV ci :: r i--....... ----. 71,, fiff f�(E)MANHOLE WALL WATERTIGHT MANHOLE RING KOR-N-BAND0// 1 i $ r 26" INTERNAL igi 8 1 PLUG WITH 2000 STAINLESS 3%0"MIN STEEL BAND g _ PSI CONCRETE v a iti'+ NON SHRfNKING GROUT CONSTRUCT CHANNEL �� FOR CONCRETE PIPE AND SHELF IN FIELD '"PACK WITH NONSHRINK r1 � ��--74.125" 0 GROUT AFTER CONCRETE 1 1/4" HAS SET 24 1/4" +- INTERCEPT iI (E)CONCRETE �� COMPACTE\11*MINIMUM D ROCK PIPE F 1111 ;�1 _/�GHANNELIZATION 37" (V� PAINT INSIDE OF PIPE —r SEE BOLT WITH LATEX BONDING SANITARY A-A DOWN AGENT FOR LENGTH _ L -- DETAIL FLEXIBLE J OF PLUG 1 \- NOTES: CONNECTOR r 1. FRAME WILL BE ATTACHED TO THE MANHOLE TOP/CONE SECTION BY USING '" G N A"RED HEAD"ANCHOR(OR EQUAL)THAT IS A MIN 1-1/4"O.D.W/S,STEEL KOR-N-SEAL BOOT CCCC CC rift WASHER 3/32"THICK.IF GRADE RINGS NEED TO BE INSTALLED,A HOLE WILL W W44", WI J (E)CAST-IN-PLACE OR BE CORED THROUGH THE RING SO THE BOLT CAN BE ATTACHED TO TOP PRECAST MANHOLE BASE SECTION. CWS DRAWING NO.020 CWS DRAWING NO.130 PRECAST CONCRETE MANHOLE BASE Z ABANDONED PIPE DETAIL 1 MANHOLE FRAME AND COVERCI) NO SCALE: po 4 CD QONO SCALE: 'A NO SCALE: V' a i Ix Z H y` Z � o Luz H/2 BUT 2-FT MIN AND T NEED NOT EXCEED 10-FT w 2XD 3'-0'MAX l'" etsy Z W2 BUT 2-FT MIN AND O r NONSRINK 5 C1) U)IMO W NEED NOT EXCEED 20YFT CUT OR FILL SLOPE a w �S GROUT wI. NI = WL O co co Z o a IfIUIUiI Y. ' Q is m a /�//j J/ INTERCEPTOR DRAIN WHEN REQUIRED FWC COUPLING KOR-NSEAL BOOT / //,/>\-\/\ FOR FRP PIPE NATURAL OR / PRE-CAST MH BASE 3; -, w m a E FINISH GRADE J =_ O FIGURE 4 FROM WCGO 14.12.30 -- a•• N w a EXCAVATION AND FILL SETBACK LIMITATIONSC=i) SETTLEMENT JOINT DETAIL Mortenson 1= o E 5 *o O NO SCALE: NO SCALE: (ID Kennedy/Jenks Consultants e 4. 0. 421 S.W.8T11 AVENUE,SUITE 1000 �j C9 2 0 .- R`0 PORTLAND.OREGON 9720450 '" 3 CO W o ti NO:1m aq Cl) KJ PROJ NO:lnsozs maim ,M1SS 0 U ' , EXIST GROUND / 1 / SURFACE bil ` -_-- -- --- -.- --- PROPERTY LINE n ♦ � � -_ OR UTILITY �� 'i — STORM OR SANITARY EASEMENT I r .N s Z ,/ NIIimmir SEWER MAIN e,' ,f v I 2 / RCe Ec I in FILL WITH /� / ♦Vcc r, — CLASS A —/ "� • BACKFILL 111 i , ��, / PIPE SIZE AS SECURE 2X4 IN PLACE ( w� 1111 III SPECIFEED AGAINST PLUG W/ a BACKFILL TO PREVENT > PLUG BLOWOFF m NOTES: ` I II 1. FOR NEW CONSTRUCTION ALL SIDE SEWER PIPELINE CONNECTIONS SHALL BE WITH FACTORY FABRICATED - 'TEE'FITTINGS UNLESS OTHERWISE APPROVED. z _.. 2. PIPE MATERIAL SHALL BE PVC ASTM-3034,ASTM-C-980 D 1 2X4 ‘ a #6 BAR AROUND OUTSIDE OF OPENING 1LOR CODED: I #8 DIAGONALS BOTH SIDES OF OPENING 3-GREEN FOR.ALL PIPE SANITARLL BE OY SIDE SEWERS } #6 6`O.C.BOTH WAYS ( PLAN t �� I( _._ A+2T MIN - f - �� GROUND MIN _I 14 gi it rik SURFACE36" < Z3HEIGHT: TOTAL LENGTH OF 2X4 MAGNETIC aREMOVE o 25` 12" HL LOT#: AS SHOWN ON APPROVED SET OF PLANS TAPE 1 > V / t - MEN 36` LOT# MARKINGS TO FACE STREET m • N '''4,/'''' LLA j 2 COLOR CODE SURFACE IO DIPrAi A (GREEN-SANITARY) ;; g Z LABEL MAGNETIC TAPE WITH BLACK LETTERING Z 'Iki2 1./ p GROUND tn SANITARY:"CAUTION SEWER BURIED BELOW.° 8 Irg e- o PLACE 18°ABOVE TOP OF PIPE AND AGAINST 2X4. « NOTES: IIT 1.4- 1 1 il 1. EXCAVATE AND REMOVE SECTION OF E 1 MANHOLE DIRECTLY BELOW THE CONE. 2. LOWER MANHOLE COVER AND CONE 1 CI I -PLUG iO At - UNTIL FLUSH WITH THE REMAINING t BURIED MANHOLE. 1 ,�' �_ � NOTES: ir t, , G. litik � 3. BURY MANHOLE IN PLACE,COVER WITH '��.• 3-FOOT OF CRUSHED ROCK OR CLSM 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM • BACKFILL. C-433. e o • MINIMUM SLOPE 314'-0 PIPE ZONE °o q' °E°•• FOR 4°PIPE=0.020 MATERIAL AS 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND '^o8ggg0..:•..*' SUPPORT TEE WITH SPECIFIED APPLICABLE PROVISIONS OF STANDARD MANHOLE,DRAWING NO.010 ON DRAWING C20. V `� BEDDING GRAVEL, >" 0 CO 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48'. / // MINIMUM 2'0°WIDE �y cc ELEVATION 4 W Q J CWS DRAWING NO.050 H o 4— ABANDON MANHOLE IN PLACE a FLAT TOP MANHOLE DETAIL 0 CWS DRAWING NO.520 NO SCALE: NO SCALE: SANITARY SEWER SERVICE DETAIL ® z W .4 CA . F NO SCALE: w Q `` - 4./ 4WO PLYWOOD SIGN v' (,1S-I•NDO PLYWOOD) 1 I (FRONDED BY aS7RICT} ri r-I Nit NUT&WASHER I CO —{- -j-- HOT DIP ONLY.(TSP OF 6) I i j --6,_.1. i tR°To�;;AOOtlCSCLEAN WATER SERVICES i — CO cwRRuv3E BOLTS CC Z I. NrIli — /PROJECT SIGN + \. • I HOT DIP GALE.(TW DIF S) map Irxawmerastwcr! I DTP I— ISM W I WS POST Z O �. a' ,m ` � a = 2 N I row ' WI NUT GE HOLES 15'415'--/ •I 1 a )LOT WASHER I'EXT PLYWOOD N5 . .... uj E HOT DP ONLY GUSSETS GI CORS } ID Et.SIDE-S TOTAL) I (TW GF 4) j d 6• N I 4 cc 2 m m C .4.4C 1100 PLYWOOD SIGN /-, B .�d0-� EC 9 /r(PROVIDED BY DISTRICT) j // Z I'0A/PLM BOL.T9 I / --r- rNOT LE SLT� • .I I•EXT PLYWOOD GUSSETS(EYP OF 4) Q Um Vis I' NmaPOFLv.(2TYP EA COR.-RESEAL) b / SAND BAGS AS READ-, EEXTTRr0000 GUSSETS (?EYP-CalN1ERBUNK) I • I HOT OPGI�LY Foci(scREws COARSE THREAD • m rM-11'SF1ffTROat SCREWS ,--4A1 \ / / r 4) 1I'B10'LAG BOLE i A5 REM(TYP) NOT DP GALV.COARSE THREAD SAND SAGS AS REOD -. 8 \NOT DP OWN.(2(AP •I AS RETYO(TYF) / lI EA.END.B TOTAL) I'\ I. SAND BAGS AS REDD t. a 'V \e-,-,--- p �_ ! t Iy °ri W a L . t I'�' ® GUS TS a��;. �j % I •i i / z z M a aQ i ♦iliiillicaRs ♦ �i W W o U y s x, '� , N WW --� g' 4:m (EYP 2) (J �- -{ {- 2'— e' -{ Mortenson o o 1: PLAN FRONT ELEVATION I ♦ / au, SIDE ELEVATION Kennedy/Jenks Consultants , • s'-' 0421 S.W.6TH AVENUE,SUITE 1000 6!'I! ("1".' ,- 2 PROJECT SIGN PORTLAND,OREGON 97204 W oh I V1 W - 503-295-4800 = O r� NO SCALE: KJ PROD NO:1778025100 t. 0 0 ,,•. GENERAL NOTES: O © `, ` 1. MATRIX,SEE DWG EBEDETERMINED ACCORDING TO 11 ..', • 0 ^ isI 2. CONSTRUCTION FENCE AND PERIMETER SEDIMENT " O_ ,-• ' BARRIER SHALL BE PLACED WITHIN TEMPORARY.' t +. / . ' °� CONSTRUCTION EASEMENT BOUNDARIES. ' �. - +: 3. TOPSOIL AND EXCAVATED SOILS SHALL BE STOCKPILED ON / �` '� ��` ;.„ � -0 • �� y �` '; �- � SIDE OF HIGHER ELEVATION. F • `� "• / ✓ •,• �:• �\� 4 SEE DWG ESC10 FOR DEWATERING NOTES • {� s •� Z = W ` � r /.„-•''''''' .� • / .• 'i, 0 5• SEDIMENT-LADEN WATER SHALL BE TREATED THROUGH A • • �.\ �1e -,.p Al . . ` . ,;'\, FILTER BAG PER SPECIAL SECTION S34. r• ' W • J• v. p \ \_ \ \:, 0R"` rte.. 77 \ �� / , . �.- © , Irr \ \` W \ �.,,� d T / �'� �/� t- KEY NOTES ✓ \ - __ , . / O INSTALL SEDIMENT BARRIER FENCE PER STANDARD CO \IU :. +� 0 �� ,••""''1 ��e � ti © / DETAIL 875,SEE DWG ESC10. • • 2 INSTALL TEMPORARY CONSTRUCTION FENCE SEE // O DWG ESC10. W \- w i i r, . v v /,r W Wgu OD ` ' •� to INSTALL CONSTRUCTION ENTRANCE PER STANDARD . . ` . • .- DETAIL 855,SEE DWG ESC10. \ \ O. f, -�-.-/ .� W Y �/ O4 APPLY SEEDING AFTER FILL COMPACTION. \ - - i '�- ` rot -----4," 0 5 INSTALL SECONDARY SEDIMENT BARRIER FOR _ f O PROTECTION OF VEGETATED CORRIDOR. \ .\ © ... . ` 8 INSTALL WATTLES PER STANDARD DETAIL 880,SEE \ �� ® \ . ' / O DWG ESC10. ti V. 7 O INSTALL CHECK DAM ROCK PER STANDARD DETAIL 845, PLAN ° 20 40 GO sEE DWG ESC11. _ 1••40. INSTALL CONCRETE WASHOUT AREA PER STANDARD SEE DWG ESC4 FOR CONTINUATION O8 DETAIL 900,SEE DWG ESC11. . ' 1'j ,! LL O MATTING PER STANDARD DETAIL 805,SEE INSTALL N � DWG ESCIO. 10 NOT USED. O INSTALL TIRE WASH PER STANDARD DETAIL 885,SEE 11 • DWG ESC11. i0 O INSTALLINLET PROTECTION PER STANDARD DETAIL - 12 915.SEE DWG ESC11. © 0 Iii "- •.• 13 DWG ESC11. INSTALL BIOFILTER BAGS PER STANDARD DETAILS,SEE / i w I --• .•_ • -. C-- , '5 •cw • . • .� 0 OINSTALL SEDIMENT FENCE(INTERIOR). • U , ,•�, i�• _© • 15 WHERE TEMPORARY REMOVAL OF CATCH REROUTE �0 _ I 28t1 O DRAIN PIPE IS REQUIRED, U 1 ° -- w — Pi D.. 00 FFERv w•1 RN YN H STORMWATER WITH PIPING,BIOBAGS,OR SIMILAR TO- \,,,,,,. ----_ " e r►WV. 1 _. © �• tt � GREY• PREVENT DRAINAGE INTO TRENCHES. '� OR 1i7o82 1+00 • W Wus ! 0 0 •2P ' f 0ti COJ • a 02011325 SW HAZELBROOK ROAD ACCESS PLAN 0 20 40 SO PLAN 1 1".412 DAIS b%r5/S" i w moo!n RCS WET M0 53 OF 63 1 '-'1'..t JOB 1NIf�ER 1 REVISIONS: EROSION AND SEDIMENT Kennedy/Jenks ConsultantsBRAS BY -` TUALATIN INTERCEPTOR 11, .. — CONTROL PLANS 421 S.W.6TH AVENUE,SUITE 1000 PREPARED FOR: CIIMIWEN SIN1ICES AND SIPHON IMPROVEMENTS PORTLAND,OREGON 97204 2550 SW HALSBOR°HORWAY mos DWG/ STA: 1+00 TO STA: 14+50 ' OR >m WASHINGTON COUNTY, OREGON •'°'` ESCB KJ PROD NO5-400025.00 PHONE 503-681- STT FAN 503-861-3503 TM LOTS WOOS=OOUIiY TM MAP 1EXPI ES: 120112018 FOR ROSTOV IFOWMAOM RIR RIMER NRTRwSIN FOR EMRM ■IONIATI011 MATIId*AIEW MNO■D ON OEM'COMM 8 ON OE70I COMMA TBE / ON 0071OI=TOM SEE NE NSTAUID VERTICALLY - CHAPTER 4 OF GLENN INTER OUP=♦OF INTENT INTER COMM 4 OF GLEAN INTER DONMDPE `��... - MOWS BOOMS PROEM= MMMEES MOWN FREWWNOOI //r' MINKS MO 1 MOOPRINENTON PAOL A� '- RIIISI MN C WOI MAMMA. MO MONENT CONTROL P SOO MS/OMEN MM. �/ AARON Mo OMNI MANUAL • pP SIL' A, f r ---- 1 s® ' ` f - / :% Wow STME ' i,I:s L f f f /0°. -`. PLACE WATTS MOND MOPE CONTOURS. r f ,r r f ///i RMUS_9S MK P. NOT TO SCALE I ROFI• A11t 'ellt . 3 T auM PIT ISM OR r r GLEAN NOCK 3 / f / �Pr� ofTEAMS'r MOM MINIUM MIBOMOE,AS PENMENDIT 1} MEAT STRAW.MEL ='_� /r r SEF NOTENRS ODTOOME A9C MILLAPINSTAGIER ODOAIM EXMOOR CRr TTLES INR{ frI f RNP f SECTION ffNOT TO SCALE r ,41Dih1 ft* �� YSiia V DC. 9P NO i. I __.4 --I If SROMV STAPLES ISOMETRIC VIEW OyQ 1. STAKINMETILAPPING MI UPHILL GSTAKING SPEOFlCAlIDH3: TYPICAL SLOPE /�� ~� RM� EOOFF SOPS ° NMr MINE a to a Iw+ wr BE INSTALLED ori PLASTIC SHEETING 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWINGcomm.BRIE OF WATT1E5,ON STEER SLOPE w1 SOIL STABILIZATION F/ 1!®L 12.--JQE OUTT ONTO PUBLICMEAstMRESSNT OATT.T SIS MENREpNRE TOP DRESSING,REPAIR AID/ON ROILY EROSIE SOLS. T. 2. MILK NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. ° 2 SPAQNG N ACCORDANCE 51111 OETAM MO 3. MIEN WAS TNG IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED MTN CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASH. ° 3. REWVE ALL ROCKS.CLODS YENETATLON OR NOT 10 WALE 4. MERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVMG TIE SITE NA THE CONSTRUCTION ��WMRVCTIO SSO O SOOT AAT E WTI TIED ENTRANCE, SYSTEM. MEASURES SHALL BE IPLEMENTED TO OVERT RUNOFF THROUGH AN APPROVED PLAN VIEW 89.7 " 5. EGIESEMIS. NOT TO SCALE a INSTALL TIE WATTLES N A 7 DEEP WENCH, 1. SUOPE SURFACE SHALL BE FREE OF ROCKS,CLODS STEKS AND GRASS MATS/BLANKETS SHALL 1. MEIKAUM 1Y OVERLAP OF ALL SEAMS REQUIRED. 91501E FAMILY POURING THAT NO GAPS EAST SEINED'THE NAVE GOOD SOIL CONTACT. 2. BARKER REQUIRED 0 TOE OF STOCK PRE. 20'LONG BY 20'MOE S'DEEP OF% MINUS CLEAN ROCK SOL AND THE BOTTOM OF TLE WATTLE.TLE 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON COMlEffiJAL ODS OF AOJNFNT WATTLES 5HML BE 3.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT MTH THE AUL DO ROPES MTIH A MAXIMUM 10'GRID SPACING IN ALL DIRECTIONS. 50'LONG BY 20'WIDE 3-S'CLEM ROCK,GOVERNING AUTHORITY MAY REQUIRE GEM-STILE o+FmMPtD I FT.MINNOW TO PREVLMO NOT STRETCH. 4. PLASTIC TO EXTEND MINIMUM 1'BEYOND TOE OF SLOPE FABRIC TO PREVENT SUB-SOIL PUMPING. SEwMON P45010 TMDUGI TETE ROD LINT. 4. STAKING OR STAPLNG LAYOUT PER MANUFACTURERS SPECIFICATIONS. MATTING SLOPE INSTALLATION QeanT►ker Services PLASTIC SHEETING QeanWabx. Services CONSTRUCTION ENTRANCE C1B$T2Ti ter4ServiceS WATTLES CleanV ata Sa ices • DRAWING NO. 805 REUSED 12-16 DRAWING NO. 810 REVISED 12-16 DRAWING NO. 855 REVISED 12-TB DRAWING NO. 880 REVISED 12-TB FILTER FABRIC MATERIAL DEWATERING NOTES: 9M'WIDE ROLLS USE STITCHED LOOPS 1. CONTRACTOR SHALL CONTROL SURFACE RUNOFF TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND 1 R ■ T NarIN"R OVER rx r POSTS AREAS UNDER CONSTRUCTION.THIS MAY REQUIRE THE INSTALLATION AND REMOVAL OF SWALES AND DIVERSION BERMS TO M°°WA IMPI. • REROUTE OR PREVENT THE FREE FLOW OF SURFACE WATER THROUGH THE CONSTRUCTION SITE.ANY SURFACE WATER DIVERSION SHALL BE MAINTAINED 24 HOURS A DAY FOR THE ENTIRE LENGTH OF THE WORK72'STEEL TSAR OR 2'1Q" + Ai „ WOODEN POSTS DRIVEN 4 I 2. CONTRACTOR SHALL DEWATER AND DISPOSE OF THE WATER IN A MANNER THAT DOES NOT CAUSE INJURY TO PUBLIC OR 10'1A64." 20"MRN.BELOW GRADE R PRIVATE PROPERTY,OR TO CAUSE A NUISANCE OR A MENACE TO THE PUBLIC AND TO MEET ALL WATER QUALITY AND PERMIT ti II eR REQUIREMENTS. SELF-LOCKING NYLON ZIP TIE f I I I 60N MIN.UV RESISTANT I i L1 6TAA1uAUM SPACING u I I 3. DESIGN,INSTALLATION,OPERATION AND MAINTENANCE OF THE DEWATERING SYSTEM SHALL BE ENTIRELY CONTRACTORS SPACING TO BE 16"MAX RESPONSIBILITY.ONE WEEK PRIOR TO DEWATERING,SUBMIT TO DISTRICT,THE METHOD,INSTALLATION,AND DETAILS OF THE FINISHED GRADE FRONT VIEW PROFILE ENGINEERED DEWATERING SYSTEM.A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OREGON MUST STAMP THE NTS NTS ENGINEERED DEWATERING SYSTEM DESIGN AND SUBMITTAL.ANY DEWATERING SYSTEM REQUIRING PUMPS SHALL HAVE 40" • REDUNDANT PUMPS AND POWER SUPPLY AVAILABLE FOR BACKUP IF THE SYSTEM FAILS TO FUNCTION PROPERLY. RN 4. NO WATER FROM ANY CONSTRUCTION SITE MAY BE DISCHARGED DIRECTLY TO AN UNPERMITTED STORM WATER SYSTEM,OR �( n TO ANY OTHER CONVEYANCE SYSTEM LEADING DIRECTLY TO A WATER OF THE STATE.SEDIMENT LADEN WATER MUST FIRST • N. BE SATISFACTORILY TREATED. •, 48"HIGH DENSITY POLYETHELENE ANGLE F ITER FABRIC OR POLYPROPROPYLENE MESH. FENCE TO ASSURE SOI.IS TRAPPED 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING REQUIREMENTS OF ALL REGULATING AGENCIES FOR QUANTITY, UV RESISTANT,ORANGE COLOR FREQUENCY,QUALITY,CLARITY,AND LOCATION OF DISCHARGE FOR DEWATERING ACTMTIES.CONTRACTOR SHALL PROVIDE. ■ + OPERATE AND MAINTAIN SEDIMENTATION FILTER BAGS AT A MINIMUM OR SETTLING TANKS,SUCH AS BAKER TANKS AS NEEDED • NOTES: TO ADEQUATELY TREAT COLLECTED WATER.THE NUMBER OF BAGS OR TANKS SHALL PROVIDE 100%REDUNDANT SETTLING • • 1. BURYDOTTOM OF FATE FANMC• CAPACITY OF COLLECTED FLOWS.SETTLE AND/OR FILTER ALL DEWATERING AND SUPPLEMENTAL SYSTEM FLOW COLLECTED 1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN. m T.2'EA1Lr BELOW SPES GRADE THROUGH CONTRACTOR DESIGNED AND PROVIDED SETTLING SYSTEMS IN ORDER TO MEET WATER QUALITY STANDARDS 2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY 1V 2 zY r FIR PINE OR STI$ PRIOR TO DISCHARGING TO AN APPROVED DISCHARGE POINT.SECONDARY CONTAINMENT AROUND THE FILTER BAGS SHALL DESIGNATED FOR REMOVAL SHALL BE PRESERVED AND Il i • ■■ ■■ •• • FENCE BE INSTALLED TO PREVENT ANY SEDIMENT LADEN WATER FROM ENTERING WATERS OF THE STATE.THE SECONDARY PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN. Cl) 3. POSTSToBE OF SLOPE. ON CONTAINMENT SHALL CONSIST OF SEDIMENT CONTROL FENCE AND BIOBAGS OR WATTLES.THE DISTRICT RETAINS THE INTERLOCKED PONLLT OE SLOPE. 3. WHEN PRACTICABLE,INSTALL HIGH VISIBILITY FENCE 2 FEET Q rx r POSTSCOTAPACTaoT>+BDEs FLIER FAeRIc AUTHORITY TO TEMPORARILY HALT OR MODIFY THE DEWATERING SYSTEM TO PREVENT EXCESSIVE TURBIDITY OR DAMAGE TO OUTSIDE OF THE DRIP LINE OF THE TREE OR SENSITIVE AREA. I 4AND ATTACH TRENCH. NATURAL RESOURCES. 4. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE a. PLAN VIEW I►N8$MUSTBEPLACED T-POSTS. MRIs AOCOIWOIGTORPEGSC 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE DISCHARGE OF THE DEWATERING OPERATION. 5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF TiHLE 4-7. CONSTRUCTION;ANY CHANGE OF THE PROTECTIVE FENCING 7. IF CONTRACTOR SUSPECTS,OR WHILE MONITORING,DETERMINES THAT SEDIMENT LADEN WATER IS LEAVING THE PROJECT MUST BE APPROVED. AREA,CONTRACTOR SHALL NOTIFY THE DISTRICT IMMEDIATELY AND PROVIDE FOR ADDITIONAL STORAGE AND/OR TREATMENT SEDIMENT FENCE / OF CONTAMINATED WATER PRIOR TO DISCHARGE. TEMPORARY CONSTRUCTION FENCE aeanT Servic s NO SCALE: DRAWING NO. 875 REVISED 12-15 DATE 3j/S OQ-- 119119 at 9( 55OF� TUALATIN INTERCEPTOR ' . NumBER ` REVISIONS: EROSION AND SEDIMENT BY S=1 ASN°ND _:= � sag Mortenson CURD BT: RSP CONTROL DETAILS 1 Kennedy/Jenks Consultants PREPARED FOR 2550 SW Ii�PACES AY AND SIPHON IMPROVEMENTS ,.. 421GWTLAND. REMIN9TEIISO "" 0.°' 117123PORWASHINGTON COUNTY, OREGON t.M0DWG/ KJ PROD N 1T/11025110 9400DFAX say TAX Lars W ASINDTDI COWRY TAX MAP •VorT�' ESC 10 WPME& 12/9/2018 EXISTING GRADE COKKOWTED 51W.PANELS KR FURTHER acoRiNowli FILTER FA90C INN USED TERM i .', .�., CRUSTED AGGREGATE GREATER THAN y 3'BY 3'IAN AT ON DESIGN CRITERIA SEE 3 W.WIT 91ALLFR THAN 6 SL OROIW. VIYURRYWORK ANDVW •. SERVILLS OIOSTOM P7SVF71TION MAIM 1:f PINBBROFOEVEOPMENT 1. WASHOUT FACIUlES SHALL BE B(TTTBM OF 4 OF WATER H SECNETT MAINTAINED TO PRONDE ADEQUATE � fDl ro PLANYIC NO CESTCII MANUAL FREEBOARD CAPACITY NTH A MINIMUKM , FREEBOAi®Of 12 ACHES CONCRETE._... r - - tea.. 2. WASHOUT FACTURES MUST BE I • I • • • 4 " CLEANED.OR NEW FACIUTE5 MUST •' _ C BE CONSTRUCTED AND READY FOR A _I-I • • • •,1 A Ilk ' .. �'I,�I I I t USE ONCE THE WASHOUT IS 757E • _• ^` FULL ��1�I a��1�� 12 Ra MwHMtIM UBEBSOTf60M8E •I I • • •`� ♦ Va SPE. SYA80E6Bi[ R d" �+ J. •THE WASHOUT IS NEARING •I • • • ISI OF THE W VACSTE MA AND DISPOSE AN qq �� SECTION A-A «. ' N .- OF THE WASTE NAIERIAL N AN 1-'I • I••1I APPROVED MANNER _ _ _CONCRETE WASHOUT R., NOT 7D SCALE .. y F4. ACR.171ETEMPORARY H LOCATED A > r C'. FLIER FA90C I( MANTRA OF SO FT FROM SENSITIVE , 46 CRUSTED AGGREGATE SEATER THAN °RENAL AREA DRAIN . J N.BUT SMALLER THAR 6 N. AREAS RS A INCUR:MG OPEN DRAINAGE 9'IT SI'N CO TO GRADE (FS') FACILITES AND WATERSOMSES. CONTAN CONCRETE 5. CONCRETE WASHOUT FACWIES ELAIL 111 CATCH BASIN SHALL BE CONSTRUCTED AND NOT TO SCALE 1111 r Y MAINTAINED IN SUFFICIENT QUANTITY AND SIE TO CONTAIN . NI ALL L1IX11D AND CONCRETE WASTE CONCRETE �-PLYWOOD — 4E1EIlATED BY WASHOUT 46'BY 24• t2 N.YNMUM UNLESS OPERATIONS. 1 WASHOUT PMNTm Nom • SPECIFIED BYA80l8 ENGINEER LETTERS `\y. � _- M III 8. INSTALL CONCRETE WASHOUT SIGN I e•HEIGHT A SECTION B-B WTHN JO FEET d-TEMPORARY �_ • CONCRETE WASHOUT FACIUTY. 72' NOT TO SCALE • � �• pTCN 10 CARRY RUNOFF O ' �II 7. TEMPORARY CONCRETE WASHOUTS j — �}. / — SEDIMENT TRAPPING , MAY BE A PREFABRICATED TDEVICE COiTANER THAT IS PORTABLE AND ORICETE WASHOUT SIGN , y i '�^ REUSABLE. DETAL PLAN VIEW ' ..V '' fji SNOT TOSCALENIB r ?''4°1 A j DITCH INLET PLAN VIEW Altr 1'MN MAYPBE ERIMETER USED FOR MINIMUM r DEPTH � ... i sOk Y-6"ROOT WITH TIPI � �� A sr overlap of bags. I Lf� BERMr RASH RAO( �� , B 1. ADDITIONAL MEASURES MAST BE I• . r, e"�� CONSIDERED DEPENDNiG ON SOB.TYPES. 1' l B 2. RIO-FILTER BAGS SHOD BE STATED �� RIO-FILTERLA WHERE APPLICABLE USING(2),'SQ'WOODEN PROFILE TYPICAL TIRE WASH WATER SUPPLY•HOSE STAKES OR APPROVED EQUAL PER BALI. }T Nu NOT TD SCALE a WHEN USING STD'BID BIIO6 TO FOR FLINTIER INFORMATION FOR Hi1RTICRIIHat r-0RANTTW I 05 s'MN TR Lw DESIGN snow 9EE HAVE 4 BAGS SA'1'CNBAS SHALL BEST FONOR FuR1(O�SEE I CONTAIN CONCRETE EXISTING GRADE 1. STAKING OF BAGS REQUIRED USING(2)7•ICE•WOOD STAKES OR APPROVED EQUAL PER BAG. BOLT- cHAPTm 4 OF DEAN IBITIR HAVESAND THEY SIULLI_� OF CLEAN WATER 2. SURFACE MUST BE SMOOTH BEFORE APPLICATON. SERVICES EROSION PREVENTION 4 SECTON A-A 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS ASANO SEONENT CONTROL OVERLAPPED BY C' AND SEDIMENTCONTROL - NOT TO SCALE APPROVED BY THE DISTRICT OR STY. T. MANY DESIGNS CAN IT FIELDAFABRICATED 02 RN4•TO AN DEVON MANOAL. PLANNING DEVON ANNU*IAMNJ I.. PRE-FABRICATED UNITS IMM USED CHECK DAM TIRE WASH CONCRETE WASHOUT CleanWa Services BIO-FILTER BAG Clean Services (MANUAL HOSE WASH) Uean1V er t'�V10es INLET TYPE aeanWater-4?-Services DRAWING NO. 900 REwSED 12-16 DRAWING NO. 845 REVISED 12-16 DRAWING NO. 865 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 CO N W Q 0- t 8 DAIS 1?;�S{/8' ti REVISIONS: - sciaxa B1° SX SEETRD` 56 OF 03 EROSION AND SEDIMENT RV S AS NOTED TUALATIN INTERCEPTOR ,':..# NUMBER Mortenson ABT ,� 6493 CONTROL DETAILS 2 Kenny/Jenks consultan>sEPo FOFt 'AIR MICESAND SIPHON IMPROVEMENTS ' 421 B.W.6TH AVENUE,SUITE 1000 TLD HIGHWAY IE e PIILS110110.OR ORTLAND,OREGON 87204 , WASHINGTON COUNTY SCOTT OREGON ESC11 503495-4000 PHONE:KJ PROJ NQ 1778029.00 FAX:503-681-3803 TM LOTS 569MICWN COMITY TM MAP IE73: 1213111016 I GENERAL STRUCTURAL NOTES STRUCTURAL ABBREVIATIONS '` GENERAL CONCRETE: REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION ";- c'l 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING 1. MIX DESIGN SPECIAL & AND JT JOINT CODE,THE 2014 OREGON STRUCTURAL SPECIALTY CODE,AND THE REFERENCED FIELD TEST RECORDS: SUBMIT IN ACCORDANCE WITH ACI 318 CHAPTER 26.4.4 INSPECTION VETi1FCATIDN AND INSPECTION CONTINUOUS PERIODIC REFERENCED IBC B N7 �? ' STANDARD REFERENCE NO NUMBER KIP 1,000 POUNDS W ,g BUILDING CODE STANDARDS. WATEFRCEMENT RATIO: 0.45 MAX REQUIRED 6 DIAMETER KSI KIPS PER SQUARE INCH = �' I./2NOTES THESE AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE AIR CONTENT: 55%44-1%IN ACCORDANCE WI ASTM C231 1. INSPECTION OF REINFORCING STEEL ACI 318: MSHTO AMERICAN ASSOCIATION 0_Onn a r PROJECT,UNLESS NOTED OTHERWISE. SLUMP: 3 TO 4 INCHES IN ACCORDANCE W/ASTM C143 YES INCLUDING PRE-STRESSING TENDONS, - X 3.5,71-7. 1913.400 OF STATE HIGHWAY L,L ANGLE 3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY SHRINKAGE: 0.05%IN ACCORDANCE W/ASTM C157 AND PLACEMENT. 7 00 TRANSPORTATION OFFICIAL LB(5) POUNDS REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 3. CEMENTITIOUS MATERIALS AB AGGREGATE BASE,ANCHOR BOLT LEAF POUND(S)PER SQUARE FOOT 4. DIMENSIONS NOTED WITH AN ASTERISK""ARE TO BE COORDINATED WITH MINIMUM CONTENT: 590 L.BSICU YD 2. INSPECTION OF REINFORCING STEEL AND ACI AMERICAN CONCRETE LL LIVE LOAD • FAVORABLY REVIEWED SUBMITTAL BY THE EQUIPMENT MANUFACTURER. PORTLAND CEMENT: ASTM C150,TYPE V LOW ALKALI YES WELDING IN ACCORDANCE WITH TABLE - - D1.4 - INSTITUTE LLH LONG LEG HORIZONTAL 5. SEEK GUIDANCE OF ENGINEER OF RECORD WHERE NOTES ON THIS PAGE CONFLICT FLYASH: ASTM 0618,CLASS F,NOT TO EXCEED 20%OF TOTAL 1704.3,ITEM 55 ACI 318: A0017 ADDITIONAL LLV LONG LEG VERTICAL WITH THE SPECIAL SPECIFICATIONS FOR THE TUALATIN INTERCEPTOR AND SIPHON CEMENTITIOUS MATERIALS 3.52 AOJ ADJACENT LLBB LONG LEG BACK-TO-BACK 4. • IMPROVEMENTS PROJECT NO.6493. 3. AGGREGATE 3. INSPECTION OF BOLTS TO BE MSC AMERICAN INSTITUTE OF LONGIT LONGITUDINALQ •' COARSE: CONFORM TO ASTM C33,1-INCH MAX AGGREGATE INSTALLED IN CONCRETE PRIOR TO STEEL CONSTRUCTION IT LIGHT a PERMITS AND INSPECTIONS ACI 318: ANSI AMERICAN IRON AND LW LIGHT WEIGHT ' FINE CONFORM TO TABLE 1 OF ASTM C33 AND DURING PLACEMENT OF 1911.5, > 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS NO X - 8.1.3, STEEL INSTITUTE m CONCRETE WHERE ALLOWABLE LOADS 1912.1 REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE 212.8 NTC AMERICAN INSTITUTE OF MAIL MATERIAL SPECIFICATIONS. COMBINED AGGREGATE GRADATION(%PASSING SIEVE) HAVE BEEN INCREASED OR.WHERE TIMBER CONSTRUCTION MAX MAXIMUM 2. THE CONTRACTOR SHALL SELECT,INSTALL AND MAINTAIN SHORING,SHEETING. STRENGTH DESIGN IS USED, ALUM ALUMINUM MB MACHINE BOLT BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS.THE 1-112' 1' 3/4' 318' No.443'8 NO. No. No. No. No. ACI 318: ALT ALTERNATE MC MOISTURE CONTENT N CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 16 30 50 100 200 4. INSPECTION OF ANCHORS INSTALLED - 3.8.6, 1912.100 ANSI AMERICAN NATIONAL STANDARDS MC MISCELLANEOUS CHANNEL CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. YES IN HARDENED CONCRETE. X 8.1.3, 00 INSTITUTE MECH MECHANICAL Z 100 90-100 55-100 45-75 35-60 27-45 20-35 12-25 3-15 0-5 0-2 212.8 APA AMERICAN PLYWOOD MIN MINIMUM Q ALL EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLEIN IN LAW,INCLUDING LOCAL ORDINANCES,AND APPLICABLE OSHA REQUIREMENTS. -^- 5. VERIFYING USE OF REQUIRED DESIGN ACI 19Q422ASSOCIATION MISC MISCELLANEOUS 4. ADMIXTURES • APROX APPROXIMATE MSE MECHANICALLY STABILIZED AIR ENTRAINING: ASTM C260 YES MIX. _. X 318:Ch 4, 1913.2, ARCH ARCHITECTURAL EARTH SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 5.25.4 1913.3 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT WATER REDUCING: ASTM 0494,TYPE A ASTM AMERICAN SOCIETY FOR 5. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10,318-14,AND ACI 347_ ASTM TESTING AND MATERIALS N/A NOT APPLICABLE OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF TW6. AT THE TIME FRESH CONCRETE IS ASME AMERICAN SOCIETY OF (N) NEW EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 6. CONCRETE SHALL BE PLACED AND CURED BETWEEN 50 AND 90 DEGREES F. C172 7. PROVIDE SF-2.0 FINISH AT FORMED SURFACES IN ACCORDANCE WITH ACI 301. SAMPLED TO FABRICATE SPECIMENS ASTM MECHANICAL ENGINEERS NOT NON-DESTRUCTIVE 7EST(ING) 2. THE DISTRICTS INSPECTOR SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING FOR STRENGTH TESTS.PERFORM 1913.100 AWS AMERICAN WELDING SOCIETY NEPA NATIONAL FIRE PROTECTION . 8. PROVIDE TROWEL FINISH AT HORIZONTAL SURFACES IN ACCORDANCE WITH ACI 301. YES X - C31 PROCEDURES AND REVIEW RESULTS OF SOIL COMPACTION TESTS. SLUMP AND AIR CONTENT TESTS,AND 00 AAWA AMERICAN WATER WORKS ASSOCIATION 9. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE Q 3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S)OF DETERMINE THE TEMPERATURE OF THE ASSOCIATION MC NOT IN CONTACT z CHAMFERED 3/4-INCH. ACI318:5 • RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH IBC CONCRETE NO. NUMBER 10. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION ,6,5.8 2015,SECTION 1710.STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITSB/ BOTTOM OF NOM NOMINAL 'w JOINTS,WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR {�j`/( AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE 7. INSPECTION OF CONCRETE AND 1913.6, 88(S) BEARING BAR(S) NS NEAR SIDE SHOWN ON TIE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE ACI 318: BLKG BLOCKING NSO NON-SHRINK GROUT CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION YES SHOTCRETE PLACEMENT FOR PROPER X - 1913.7, BLDG BUILDING NTS NOT TO SCALE 't REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS START OF WORK ON FORMS,REINFORCING STEEL OR PLACING CONCRETE.ANY APPLICATION TECHNIQUES. 5.9,5.10 1913.6 BM BEAM •C3 RELATING TO THE STRUCTURAL WORK. ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE FAVORABLY REVIEWED BY THE ENGINEER. 8. INSPECTION FOR MAINTENANCE OF BM-1 BEAM MEMBER 1 OC ON CENTERS 4. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2015,SECTION 1704,SHALL BE ACI 318. 1913.900 1.,; REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. YES SPECIFIED CURING TEMPERATURE AND - X BR BOUNDARY NAILING OD OUTSIDE DIAMETER REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON 511-5.13 00 m THIS SHEET. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4-INCH AMPLITUDE. TECHNIQUES. BOT BOTTOM OH OPPOSITE HAND.OVERHEAD at 9. INSPECTION OF PRE-STRESSED CONCRETE. BP- BASE PLATE OPNG(S) OPENING(S) V CONCRETE STRENGTH(PSI)AS MEASURED IN ACCORDANCE WITH ASTM C39 BS BOTH SIDES OPP OPPOSITE i SOIL AND FOUNDATIONS a. APPLICATION OF PRE-STRESSING ACI 318: BTWN BETWEEN OSHA OCCUPATIONAL SAFETY AND 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE TYPE STRENGTH LOCATION NO FORCE. X -- 18.20 - HEALTH ASSOCIATION ' P a MADE FOR CLEAN WATER SERVICES BY SHANNON AND WILSON,INC.IN A REPORT C CHANNEL $R y DATED FEBRUARY 9,2018. li B 4,500 SEVERE SANITARY-SIPHON BOX b. GROUTING OF BONDED CALCS CALCULATIONS PAF POWDERIPOWER ACTUATED O _o 2. IN ACCORDANCE WITH THE IBC CHAPTER 18 THE SOILS IN TUALATIN,OR ARE E 2,500 MISCELLANEOUS STRUCTURES MID SITEWORK NO PRE-STRESSING TENDONS IN THE X - ACI31B:I - CC,C/C CENTER-TO-CENTER FASTENER 81 GENERALLY CLASSIFIED LOOSE SILTY SAND. SEISMIC-FORGE-RESISTING 8.18.4 CBC CALIFORNIA BUILDING CODE PER PERIODIC 4 3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 2,500 P3F FOR FOOTINGS. G 125(MAX) CLSMJCDF-WHERE SPECIFIED SYSTEM. CIP CAST IN PLACE PEMB PRE-ENGINEERED METH BEARING CAPACITY OF SOILS ARE FOR DEAD AND LIVE LOADS FOR FOUNDATIONS. STAINLESS STEEL FABRICATIONS 10.ERECTION OF PRECAST CONCRETE ACI CJ CONSTRUCTIONOIJOINT BUILDING •� =R BEARING VALUES MAY BE INCREASED BY ONE-THIRD WHEN TRANSIENT LOADS 1. MATERIAL:ALSO TYPE 316. YES MEMBERS. '- X 318:Ch. - CJP COMPLETE JOINT PENETRATION PL PLATE O n SUCH AS WIND OR SEISMIC LOADS ARE INCLUDED. 2. CHANNELS,ANGLES AND STRUCTURAL TEES:ASTM A278. 16 CL CENTERLINE PAF POUND PER LINEAL FOOT Y SOILS SHALL BE EXCAVATEDCAEXCAVATEDTO THE ELEVATIONS INDICATED ON THE DRAWINGSCLSM CONTROLLED LOW STRENGTH PP PARTIAL PENETRATION ►' 4. 3. BOLTS,NUTS,AND WASHERS:MSI 316 MEETING ASTM A193 OR F593,ASTM A194 OR F594,ASTM F436. 11. VERIFICATION OF IN-SITU CONCRETE MATERIAL PSF POUND PER SQUARE FOOT C S FOR FOUNDATIONS.THE SUBGRAOE SHALL BE PREPARED AS INDICATED ON THE 4. WELDING ELECTRODES:AWS A5.4 OR A5.9. STRENGTH.PRIOR TO STRESSING OF1i.•Yi DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE DISTRICTS INSPECTOR. CNN CLEAR PSI POUND PER SQUARE INCH TENDONS IN POST-TENSIONED - ACI 318: _ GNJ CONTROL JOINT PT(S) POINT(S) ^, EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ON SPECIAL INSPECTIONS NO CONCRETE AND PRIOR TO REMOVAL OF X 62 COL COLUMN PT PRESSURE TREATED THE DRAWINGS.FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBED 1. GENERAL:PROVIDE STRUCTURAL TESTS AND SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 SHORES AD FORMS FROM BEAMS AND CONC CONCRETE NATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL OF THE 2015 INTERNATIONAL BUILDING CODE AND 2014 OREGON STRUCTURAL SPECIALTY CODE. STRUCTURAL SLABS. CONN CONNECTION R RAD RADIUS LOADING CRITERIA STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL GOVERN THE QUALITY,WORKMANSHIP AND 12. INSPECT FORMWORK FOR SHAPE, CONST CONSTRUCTION REM RECTANGLE,RECTANGULAR 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2018 INTERNATIONAL REQUIREMENTS FOR MATERIALS COVERED.MATERIALS OF CONSTRUCTION AND TESTS SHALL ACI 318: CONT CONTINUOUS RELINE REINFORCING,QUIREDTIENT BUILDING CODE INCLUDING LATEST REVISION. CONFORM TO THE APPLICABLE STANDARDS LISTED IN THE REFERENCED BUILDING CODE. NO LOCATION AND DIMENSIONS OF THE - X 6.1.1 - REQ'D REQUIRED 2. DEAD LOAD: AS CALCULATED 2. APPROVED AGENCIES:THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CONCRETE MEMBER BEING FORMED, DBL DOUBLE 3. LIVE LOADS: CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO DIA DIAMETER SCH SCHEDULE FIXED LADDERS 300 LBS POINT PERFORM SPECIAL INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK USTED- REQUIRED VERIFICATION AND INSPECTION OF SOILS DG DIAGONAL SF SQUARE FOOT 0 DIMADIMENSION SHT SHEET FIXED STAIRWAYS&EXIT-WAYS 100 PSF UNIFORM,300 LBS POINT PER WHERE THE TERMS APPROVED AGENCY ARE NOTED THE REGISTERED DESIGN PROFESSIONAL IN DL DEAD LOAD SIA SIM&AR TREAD RESPONSIBLE CHARGE AND ENGINEERS OF RECORD INVOLVED IN THE DESIGN OF THE PROJECT MAY OLIN VERIFICATION AND INSPECTION CONTINUOUS DURING TASK PERIOIIICAILr DURING TASK ON DOWN ELSE SHORT LEGS BACK-TO-BACK HANDRAILS,GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL,200 LBS POINT ACT AS THE APPROVED AGENCY.IF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE INSPEREQUIRED WAGES)LISTED DOGES) DRAWINGS SLH SHORT LEG HORIZONTAL Q Z FLOOR-GARAGE(TRUCKS) AASHTO HS20-44 CHARGE AND ENGINEERS OF RECORD INVOLVED IN THE DESIGN OF THE PROJECT ARE NOT AVAILABLE, SLV SHORT LEG VERTICAL CC 4:t GRATING,CHECKERED PLATE,ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD THE APPROVED AGENCY SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL. 1. VERIFY MATERIALS BELOW SHALLOW LEI EXISTING SMS SHEET METAL SCREW Cl) �\ CONCRETE VAULTS AND COVERS MSHTO HS2044 3. ACCESS:MAINTAIN ACCESS AND EXPOSURE TO WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED Yr FOUNDATOINS ARE ADEQUATE TO - X EA EACH SPEC(S) SPECIFICATION(S) W y/ `) 4. WIND LOAD: UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS. ACHIEVE THE DESIGN BEARING EF EACH FACE SO SQUARE Z LU LU Cl)BASIC WIND SPEED,Vial 115 MPH 4. REPORTING REQUIREMENTS:SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. CAPACITY. EL ELEVATION SS STAINLESS STEEL A V/ EXPOSURE C DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 2. VERIFY EXCAVATIONS ARE EXTENDED ELEC ELECTRICAL SSD SATURATED SURFACE DRY W O . W 5. SNOW LOAD: CORRECTION.IF THEY ARE NOT CORRECTED,THE DISCREPANCIES SHALL BE BROUGHT TO THE YES TO PROPER DEPTH AND HAVE REACHED - X EMBED EMBEDMENT STAG STAGGER 'R 0 Cl) H IMPORTANCE FACTOR.I 1.15 ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN PROPER MATERIAL. EN EDGE NAILING STD STANDARD v V/ BASIC GROUND SNOW LOAD,Pg 30 psI RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. 3 PERFORM CLASSIFICATION AND EQ EQUAL STIFF STIFFENER Z SNOW EXPOSURE COEFFICIENT,Ce 0.9 S. INSPECTION OF FABRICATORS:WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND YES TESTING OF COMPACTED FILL -- X EQUIP EQUIPMENT STI STEEL THERMAL FACTOR,CI 1.0 ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP,THE SPECIAL MATERIALS. ES EACH SIDE STRUC STRUCTURE prEW EACH WAY SUSP SUSPENDED 6. SEISMIC LOAD: INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY 4 VERIFY USE OF PROPER MATERIALS, EXP EXPANSION SYM SYMMETRICAL 4 OCCUPANCY CATEGORY III CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP DENSITIES AND LIFT THICKNESSES EXT EXTERIOR MD SEISMIC IMPORTANCE FACTOR,I 1.0 AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND YES - X T/ TOP OF SEISMIC IMPORTANCE FACTOR,Ip 1.0 REFERENCED STANDARDS,UNLESS THE WORK IS DONE ON THE PREMISES OF A FABRICATOR OF COMPACTED FILL (F) FUTURE T&B TOP AND BOTTOM p SITE CLASS D REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. FO FLOOR DRAIN TS STRUCTURAL TUBING 'w N SITE COEFFICIENT S s 0.961 9 6. CONTRACTOR RESPONSBLIT':CORRECT DISCREPANCIES IDENTIFIED IN THE SPECIAL INSPECTION 5. PRIOR TO PLACEMENT OF COMPACTED FF FINISH FLOOR TYP TYPICAL V, § SITE COEFFICIENT SI 0.416 g WHERE WORK WAS NOT COMPLETED IN CONFORMANCE WITH CONTRACT DOCUMENTS. YES FLL OBSERVE SUBGRADE AND VERIFY _ X FIN FINISH SEISMIC DESIGN RESPONSE PARAMETER S 0.y 0.715 g 7. STRUCTURAL OBSERVATIONS:STRUCTURAL OBSERVATIONS SHALL BE PROVIDED.MAINTAIN ACCESS THAT SITE HAS BEEN PREPARED FIR FLOOR UON UNLESS OTHERWISE NOTED CC Z O SEISMIC DESIGN RESPONSE PARAMETER S s, 0.440 9 AND EXPOSURE TO WORK FOR STRUCTURAL OBSERVATIONS.STRUCTURAL OBSERVATIONS SHALL BE PROPERLY. ETN FIELD NAILING UT ULTRASONIC TESTINGID SEISMIC DESIGN CATEGORY D PROVIDED AT THE FOLLOWING EXTENT AND FREQUENCY: FIBERGLASS GRATING FRP FiFOUNDATION REINFORCED VERT VERTICAL EWEN 7= O O Z • LONG PERIOD TRANSITION PERIOD,1-1 16 a.UPON COMPLETE PLACEMENT OF REINFORCING CAGE b.PRIOR TO PLACEMENT OF CONCRETE PLASTIC VIF VERIFY IN FIELD co REINFORCING STEEL 9. CONCRETE CONSTRUCTION:SPECIAL INSPECTIONS AND VERIFICATIONS FOR CONCRETE 1. PROVIDE FIBERGLASS GRATING MANUFACTURED BY FIBERGRATE CORPORATION;CHEMGRATE FS FAR SIDE a. C CON1. REINFORCING BARS SHALL BE ASTM M315-GRADE 80. CONSTRUCTION SHALL BE AS REQUIRED BY THE BELOW TABLE.SPECIAL INSPECTION IS NOT REQUIRED CORPORATION:O2 EQUAL, FT FOOT/FEET W/ W� c m 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. FOR CONCRETE PATIOS,DRIVEWAYS AND SIDEWALKS,ON GRADE. 2. SIZE GRATING AND SUPPORT MEMBERS AS SHOWN ON THE DRAWINGS.WHERE NOT SHOWN, FTG FOOTING W/O WITHOUT W CL11.1 E 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL INCLUDING BAR SUPPORTS 10.SOILS:SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS,FILL PLACEMENT AND GRATING SHALL BE SIZE FOR 125 POUNDS PER SQUARE FOOT SUPERIMPOSED LOAD WITH A W WF WOE FLANGE AND SPACERS,SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING LOAD-BEARING REQUIREMENTS SHALL BE AS REQUIRED BY THE BELOW TABLES. GRATING DEFLECTION NOT TO EXCEED 1%OF SPAN OR 1/4 OF AN INCH,WHICHEVER IS LESS. GA GAGE/GAUGE WCLB WEST COAST LUMBER 4WP WORK POINT `/ RVA' 2 MANUAL. FIBERGLASS IS TO BE MANUFACTURED BY THE MOLDED PROCESS. GALV GALVANIZED INSPECTION BUREAU a7 4. REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT POST-INSTALLED ANCHORING SYSTEMS 3. GRATING SHALL BE OF A ONE PIECE MOLDED CONSTRUCTION WITH TOPS AND BOTTOMS OF GLB GLULAM BEAM WSTP WATERSTOP Q CCO �� SPLICE TABLE,UNLESS OTHERWISE SHOWN.WHEN BARS OF DIFFERENT SIZE LAP 1. ADHESIVE:TVI -CONTONENT EPDXY RESIN AND HARDENER MEETING THE BEARING BARS AND CROSS BARS IN THE SAME PLANE.GRATING SHALL HAVE A SQUARE MESH IEG HOT DIP GALVANIZE(D) WT WEIGHT,STRUCTURAL TEE TO EACH OTHER,SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED.DOWELS REQUIREMENTS OF ASTM C881 TYPES 1 AND 4,GRADE 3,CLASS C.ADHESIVE SHALL BE PATTERN PROVIDING BIDIRECTIONAL STRENGTH.INSTALL GRATING FLUSH WITH ADJACENTCle HORIZ HORIZONTAL WALL THICKNESS FIM EN. i SHALL HAVE THE SAME SIZE AND THEY ARE SPLICED AND SHALL HAVE SPACING MN MUW LAP AS NOTED AS THAT OF THE NABOVE,BAR STEELFORCING THROUSUPPLGED H IMM61F MANUFACTURERS ACTURER'8 STATIC-MIXING NOZZLE. CARTRIDGE AND DISPENSED COATED CONCRETE OBV�.L ESTER RESIN TO PROVIDE MAXIMUM OTHER WALKING SURFACES.ALL SHOP FCORROSION RESABRICATED ISTANCE.ANCE.. HSS HOLLOW STRUCTURAL SECTION WWF WELDED WIRE FABRIC 4 A FR HEIGHT Z O. SPLICES SHALL BE STAGGERED. 2 ANCHOR:THREADED ROD WITH CHAMFERED THREADED END.PROVIDE 45 DEGREE 4. PROVIDE GRATING PANELS THAT ARE ABSOLUTELY FLAT,CORRECTLY SIZED,AND FABRICATED TO HWL HIGH WATER LEVEL YD YARD 5. HOOK REINFORCING BARS INTERUPTED BY OPENINGS. CHISEL POINT AT INSERTION END OF ROD OR REINFORCING.FURNISH NUTS AND UE IN THEIR FRAMES WITH UNIFORM,NON-RATTLING BEARING ON ALL SUPPORTING SURFACES. s- 8. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED,UNLESS APPROVAL IN WASHERS AS REQUIRED.PROVIDE HOT-DIP GALVANIZED RODS UNLESS OTHERWISE 5. PROVIDE STAINLESS STEEL TYPE AISI 316 HOLD-DOWN CUPS AND OTHER CONNECTION DEVICES AS BC ATERNATIONAL BUILDING CODE ..... i� WRITING IS OBTAINED FROM THE ENGINEER INTERNATIONAL PRIOR TO CONSTRUCTION. NOTED. REQUIRED BY MANUFACTURER OR DRAWINGS. ICC CODE COUNCIL • 7 7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERUNES,UNLESS NOTED • ASTM F568 CLASS 5.8 6. BAND ENDS OF ALL FIXED AND REMOVABLE GRATING SECTION WITH BANDING BARS OF THE SAME Al INCH OTHERWISE BAR COVER IS CLEAR DISTANCE BETWEEN THE 8AR AND THE 3. EPDXY MANUFACTURER:AS NOTED SPECIFICALLY ON THE DRAWINGS. THICKNESS AND THE SAME DEPTH AS THE MAIN BEARING BARS TO THE ENDS OF ALL BEARING AND NT INTERIOR • r CONCRETE SURFACE.UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR 4. MECHANICAL ANCHORS:HILTI KWIC-BOLT TZ,SIMPSON STRONG BOLT,OR EQUAL. CROSS BARS. 3; I a�, REINFORCING STEEL SHALL BE AS FOLLOWS: 7. LEAVE'SPLIT OPENINGS IN THE GRATINGS WHEN REQUIRED FOR THE PASSAGE OF PIPES,VALVE z z E a E• FOOTINGS AND BASE SLABS: STEMS OR OTHER DEVICES. z z FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2-INCH B. PROVIDE'FIXED'GRATING FOR ALL OPERATING GRATING PLATFORMS.BOLT'FIXED'GRATING1 TO ge+ w Oj w y UTOP OB SURFACES EXPOSED TO EARTH,WATER,OR WEATHER 2-INCH SUPPORT MEMBERS WITH STAINLESS STEEL SADDLE CLIPS AND STUD BOLTS. W C z ,c3y 'o 2 BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH 9. WHERE REQUIRED FOR ACCESS OR WHERE NOTED,PROVIDE REMOVABLE GRATING SECTIONS .7 r m w a 0- SUSPENDED SLABS: SIZED TO LIMIT THE WEIGHT OF ANY ONE SECTION TO 90 POUNDS.BOLT REMOVABLE SECTIONS IN M o rte n S o n t = Q `� aD FORMED SURFACES EXPOSED TO EARTH,WATER,OR WEATHER 2-INCH PLACE BY THE SAME METHOD USED FOR FIXED GRATING.MARK REMOVABLE SECTIONS BY PAINTING N TOP AND BOTTOM BARS DRY CONDITION 1-INCH THE BANDWG BARS RED. Kennedy/Jenks Consultants aD WALLS: J • F> I FCC THIN 12-INCHES THICK 1 1/2-INCH 421 S.W.6TH AVENUE, 8 co '2 Q 12 INCHES OR OVER IN THICKNESS 2 1/2-INCH PORTLAND,OREGON 97204 w0) r ill w l KJ PROD NO:477BD25'00000 I z O 10 to I ♦ I D=FINISHED INSIDE BEND DIAMETER ACI 318-14 MIN BEND DIAMETER: SPLICE LENGTH FOR REINFORCING BARS IN WALLS&SLABS(INCHES)'1'35 (INCLUDES SPRINGBACK) 6d FOR#3 THROUGH#8 NOTES: n-Q- R BAR SIZE I CONC COVER'1.00 IN. CONC COVER=1.50 IN. CONC COVER=2.00 IN. Bd FOR#9,#10&#11 1.CLEAN AND ROUGHEN THE ENTIRE SURFACE OF THE JOINT EXPOSING CLEAN W� '= 9. I d= BAR DIAMETER 10d FOR#14 AND#18 COARSE AGGREGATE SOLIDLY EMBEDDED IN THE CEMENT MATRIX z § a I ) 2 PROVIDE TYPICALLY 1/4'ROUGHNESS OR AMPLITUDE TO THE SURFACE O rc SOFT INCH TOP° , OTHER TOP' I OTHER TOP" OTHER DETAILING HOOK DETAILWG MEASURED FROM THE TOP OF THE EXPOSED AGGREGATE TO THE BOTTOM I'? C_o METRIC POUND I - DIMENSION A or G .1 DIMENSION 1 T� Jr L ( OF THE POCKETS BETWEEN AGGREGATE. #10 #3 17 16 I 17 'f 16 1T i6 f - _.� .. ` 3. AT INTERSECTIONS CONSTRUCTION JOINTS.CONNECT WATERSTOP •" ( �� TOGETHER TO FORM CONTINUOUS WATER BARRIER • , #13 I #4 23 17 1 23 17 23 j 17 I j D T D #16 _ #5_ 33 26 28 72 _- 26 22 I d d U Lr i E WISP 1/4'ROUGHENED I - -- a WIRE TIE @ 12'OC CONSTRUCTION JOINTI co* 6 Q 34 26 1180° 90' TYP REINF #19 #G 46 35 34 26 4d I p 74 55 43 49 38 I 21/2'MIN 12d PER PLAN 6'WATERSTOP #22 #7 5T 1 I • #25 #8 93 72 70 54 56 43 _ _ m RECOMMENDED END HOOK DIMENSIONS ��>•��IINII #2a I#9 113 87 86 66 69 I 53 BAR SIZE D 180•HOOKS 90'HOOKS V Myr"#322 1#10 137 106 105 I 81 85 66 A or G J A ar G j 1Y3I#11 162 125 125 I 97 102 79 #3 7-2 1/4' 7-5• 0'-3' ., 0.6' rL---------_�.._ {:..__._., - - _ 1 , #4 0'-3" 0-6' 0.4' 0'-8" / NOTES: ________ .- #5 0'-33/4" 0-T 0'-5 0'-10' a z 1. LAP SPLICE LENGTHS ARE DEPENDENT ON THE FOLLOWING CRITERIA AND ARE IN CONFORMANCE WITH ACI 318-14.NOTIFY THE DESIGN ENGINEER IF THERE ARE ANY #6 0,41/2' 0'-0" 0.41' 1'-0' 5 DIFFERENCES THAN THE FOLLOWING CRITERIA FOR APPLICABLE CHANGES IN LAP SPLICE LENGTH. #7 0-5 1/4' 0'-10' 0'-7' 1'-2' co 2. LAP SPLICE LENGTHS ARE IN INCHES FOR GRADE 80 REINFORCING IN NORMAL-WEIGHT CONCRETE WITH re GREATER THAN OR EQUAL TO 3,000 PSI. #8 0'8" 0'-11' 0.8' 1'4' I 3. CENTER-TO-CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER. #9 7-9 1/2' 1'-3° -7-11 3/4' 1'-7' I I 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS. #10 7-10 3/4" 1'-5" 1-1 1/4' 1'-10' III 5. FOR EPDXY-COATED REINFORCING OR LIGHTWEIGHT AGGREGATE CONCRETE CONSULT THE DESIGN ENGINEER FOR LAP SPLICE LENGTHS. #11 1'-0' 1'-7" 1'-2 3/4' 2-IT CONCRETE REBAR LAP SPLICE In071 REINFORCING HOOKS IgrEgil CONSTRUCTION JOINT inTzi • i SCALE:V-0'=V-0" SCALREV 00 � ROUGHENED WITH WATERSTOP SCALE:3/4'= 0 REV 00 •U NOTES: NOTES: re 1. LOCATE WATERSTOP WITH WIRE TIES OR LONGIT KEY BLOCKING BETWEEN NOTES: 1. PROVIDE ADDITIONAL VERTICAL REINF EQUAL IN LENGTH TO THE UNINTERRUPTED BARS. �a TWO CURTAINS OF REINFORCING. 1. SEE PLANS FOR CURB LOCATION AND DIMENSIONS. 2. EXTEND ADDITIONAL HORIZONTAL REINF 5'-0"MIN BEYOND EITHER SIDE OF OPENING(HOOK BARS IF 5'-0'NOT AVAILABLE). u § 2, AT INTERSECTIONS OF CONST JOINTS,CONNECT WATERSTOP WITH 3. THIS DETAIL APPLIES TO ALL WALLS AND SLABS USED FOR RETAINING LIQUIDS AND SOIL. ti E. $ FACTORY MITERED ELLS AND TEES TO FORM CONTINUOUS WATER BARRIER 3. REFER TO SPECS FOR INSTALLATION&DETAILED PRODUCT REQS, Oitrggg 4. EXTEND BAR HOOKED ENDS TO BOTTOM OF SLAB. (1)EA HOOP,MIN •:i m 6'LION #4 CONT LION • I 4 (1)EA FACE p k "- E 6'WALLC BE OP IN VERT 1 � B��`.. B��/0a I•O �qi I WALL CJ BEYOND I , �, 4 Q i • WIRE TIES @ • ROUGH CJ SLAB TVP REINF / '114%` t/ 12'OC STANDARD KEY 1Z SEE DETAIL IS-31101 Z �T S / FIOOK REINF BARS r p5 yip ,• % INTERRUPTED BY \ % i 0 O kit..., I . OPENING OPENING(TYPO OPENING • S•WATERSTOP IN #34112'LION / f I lir SLAB CJ BEYONDCI • 2-#4x4-0'EF AT SLABS(TYP)So - 2-#Su8'-0"EF AT WALLS(TYPO • 111 A I PROVIDE ADDIT REINF BARS EQUAL ' I r '\' •= IN AREA TO INTERRUPTED BARS. - CI - I .'• W W THE OPENING AT3°OC.CH SIDE OF Q W r J WALL-TO-SLAB JOINT S-3122 CURB S-3320 ADDIT REINF AT OPENINGS S-31-Z1 0 0 cc Q 1' WITH WATERSTOP SCALE:1"= -0" SCALE:1-1/2'=1'-0' PRESSURE WALLS AND SLABS SCALE:1'=1'-0' REV 00 REV 00 REV 00 Z Z 4 W O A NOTES: NOTES: IX U co 1. THIS DETAIL IS REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS OR IF THE WALUSLAB ISA NOTES: 1. DETAIL APPLIES TO HORIZONTAL REINFORCING IN CYLINDRICAL TANK WALLS. PRESSURE WALL SEE -30-4F1 FOR REINFORCING AROUND OPENINGS IN PRESSURE WALLS/SLABS. 1.SEE PLANS FOR TYPICAL REINFORCING STEEL NOT SHOWN. 2.SPLICE NO MORE THAN EVERY THIRD BAR IN THE SAME VERTICAL PLANE. 3.DETAIL APPLIES TO BOTH HORIZONTAL MATS OF A WALL WITH TWO MATS OF N D REINFORCEMENT- SLOPED GROUT OR CO IFII ONE EXTRA BAR EACH CORNER PER LAYER CONC FILL SPLIC PLIC PLIC ENGTH LENGTH Cl) CO OF REGULAR REINFORCING(SEE TABLE REIN DOWELS AS REMBY V I BELOW).PLACE IN SAME TRANSVERSE PLANS,DEVELOP W/STD DI POSITION AS REGULAR REINFORCING. HOOK IN WALL OR SLAB r 1 BAR LENGTH WALL OR SLAB IN VERT REINF NOT O a , Ca'RECT KEYZ SHOWN FOR •-•-•-.-••••• H I- = W rN OPENING OF CONCRETE BAR RECT CIRCLE CLARITY -.___._' " ('-I j \ OF CONCRETE SIZE OPNG OPNG --� ce Q� W 0. co <12' 4 3'-0' D•12' J VawnW 12"TO 18' 5 3'-0' 0+1? Cl)) > .2 >18' 6 3'-8' 0w12` ..... - Q CC EA F CE Of�Ks 8=IAP SPUCE LENGTH FOR TOP BARS AS SHOWN IN .0 Ci 0 CONC REINFORCEMENT SPLICE TABLE / C ELEVATION VIEW mum To m ADDITIONAL REINFORCING AT OPENINGS-12"<D 5 21" 17:51171 KEY AT GROUT FILL 17741/1 STAGGERED LAP SPLICES S-3482 NON PRESSURE WALLS AND SLABS SCALE:1'=1'-0" SCALE:1-112"=1'-0' CYLINDRICAL WALLS SCALE:NTS ;S o °l` » REV 00 REV 00 REV 00 z c E a1 U '' I o i s E tet, o L U 'w i a O d a' gy w Mortenson a01. 0 a. S AO - Kennedy/Jenks Consultants Ec 421 S.W.6TH AVENUE,SUITE 1000 �i C7 I i m PORTLAND, 97204 3 Q! - N w 503-2954000 et 6 QQ _ KJ PROJ NO:1776025'00 IL 4O Cl)Q m s 0 r I I 4- • 4 • 1 s I 7/11/2018 1:26 PM C:\bms\nwe-useast-005lstan.lasselIe\dms38223\177602500505 2B.dwq ID _ 12'-1" 4'-4" 1'-1" r _ -J.mj..L., CA 9.7 ozO 4D r Ir- W 61 6; b Ir .yf 4 CO 0 a _I 0 \ n A z / \ / \ / \ 7" -f / I I \ \1 I I I I f / i 4'-0"" 4'-0" 4'-4" 4 1/2"_ 2'.2 1/2" 1-6" 17"-6" 1'-1" 21'-6" 23'-0" L. m 73 xt m-0 1T-6" \_/ A .,J in . i 0z z `°_ wo 4 a m 0X Eta -m .0 aa Y' 4'-9" 1 4'-9" 6-6" Z 0 III n 0 Z j I �.I l X M Z a K a ; 0 >` tioD tF rz zm s. o guz` n N 0500 c rn 20c. 8 --Iicc�vi c Cil P7 8Xr- N Drr- Cwp PROJECT Nw,,.,T"T1 N,R,w TUALATIN SIPHON 6493 NE1/410.T1NR/wJ cNGINEpN DRAWING DRAFTER: STP INTERCEPTOR STRUCTURE C1eanWater Services --- --- ' 93 ,a S5 DESIGNER: STP —Y' -- OREGON, AND SIPHON SECTIONS AND Our commitment is clear. SHEET CHECKED: JDS 2550 SW Hillsboro Hwy 9 �a 61 OF 63 APPROVED: RSP IMPROVEMENTS DETAILS Hillsboro"OR 97123 EXPIRES: 12 1 250 (503)991.9800 NO REVISION BV DATE `�. ♦ ♦ www.chanwsbxsarviess.ors N NOTE: P PRECAST CONC VAULT LID r ,d� 48"x36'ACCESS 48•x36"ACCESS HATCH(TYP 3) 1. FOR REINFORCING DETAILS,SEE DWG S2.2. CONTRACTOR SHALL APPLY SIKADUR COMBIFLEX -w� o HATCH(TYP) EL 120.49 OR APPROVED EQUAL TO ALL PRECAST JOINTS. z W EL 12049 _� I I I I I I--, Z�'-- o - ii rim . :, L .e REINF SEE #8 12•EA 1 w © EA FACE o REMOVABLE 46, 2'-0•(TVP) m 4'x16'FRPGRATE �.-+► 9"(TVP) , 112"DIA SS THREADED ROD ANCHORS W! 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