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89th Avenue and Spruce Street Sanitary Storage Facility a 6 m O O O 89T H AND SPRUCE SIGNFOR ATURES w AND SEALS REFER a TO ORIGINAL N DRAWINGS,DATED JANUARY 2013 SANITARY SEWER STORAGE FACILITY --------------------------r a CWS PROJECT NO. 6582 CHZMHILL 2020 SW 4th Avenue 3rd Floor Portland,OR W201-4958 AUGUST 2013 TEL 503.235.5000 FAX 503.7383000 0 RECORD DRAWINGS EAVERTON 8d Revisions Drawn By T LANEY Date AUGUST 2013 N ;iTHESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART,ON UTILITY CROSSING LOCATIONS 1-07-13 Q THE BASIS OF INFORMATION COMPILED BY OTHERS,THEY ARE NOT 4 F ar m eo " LL raT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,TYPE OF REVISED MH#3 1'x1682 9`E BRDL _ Tanens r 'IAraI1 COMPONENT NOR MANNER OF CONSTRUCTION.THE ENGINEER RjO N o FFrd x WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH a g N N ST ION sTal RLH - HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS, THORN ST.EnENS10-1.12 T¢ "g TIGAR (� g "E 5*. d R T. 1 REVISEDMH43 917-1 $ �� raLxcr T n SI• INDEX No. FV51ON DATE N ��� ifn SiHVP ^5T, F I i w PROJECT 9 ��r ti� E s7• SHEET DWG SITE pB I NS r ,ra ¢ HL v vcxr� i sr NUMBER NUMBER SHEET CONTENT sr- GAL —VIC � Ano-� rtun ver 1 G-1 COVER SHEET AND DRAWING INDEX s.' d ors, ETZG sT a. nI x xso 2 G-2 ABBREVIATIONS,GENERAL NOTES AND LEGEND V L us* a I � �a� 3 C-1 EXISTING SITE CONDITIONS 4 C-2 STORAGE FACILITY PLAN AND PROFILE POLECEa 4A C-2A STORAGE FACILITY PLAN AND PROFILE-THORN ST.EXTENSION aeanWabrrl Services ryy 'd''a a 0 ° ST.~ oak sr. aPlf oa i �r 5 C•3 MANHOLE DETAILS AND SECTIONS Our cammitment in clear. m UTILITY LOCATES(503)232-1987 4 �r -o _ 1w r rine 5A C-3A MANHOLE DETAILS AND SECTIONS-THORN ST.EXTENSION o 48 BUSINESS HOUR NOTICE PRIOR TO EXCAVATION e e Mo ry +< srnueE sT c$srwe s7 6 C-4 MANHOLE DETAILS wv 7 C 5 MANHOLE AND CONSTRUCTION DETAILS rioxyw= sr. in iJerr a DCSi g sr 9 �' M.STAINER CONTRACTOR SHALL NOTIFY GLEAN WATER SERVICES AND ALL OTHER UTILf1T ,� s pSrl � y 8 C-6 EROSION AND SEDIMENT CONTROL PLAN COVER SHEET COMPANIES 44 BUSINESS HOUR1 PRIOR TO START OFCONSTRUCTIONANDfOR ' ENB G 'yrm s - 's g C-7 EROSION AND SEDIMENT CONTROL PLAN W EXCAVATION_ P. - �`A oRi ¢ arm T. r a PW� T.LANI Y OREGON LAW REOIIIRES CONTRACTOR TO COMPLY WITH RULES ADOPTED BY EG T g r� 10 C-8 EROSION AND SEDIMENT CONTROL DETAILS OREGON UTILITY NOTIFICATION CENTER-THOSE RULES ARE SET FORTH IN OAR 2: RFarrLr 452.0014010 THROUGH 952-001-0099.COPES OF RULES MAY SE OBTAINED BY sT- `A �' �� R.ATTANASIO CONTACTING THE UTILITY LOCATE CENTER AT i593}gyp-1967. Pip T ¢ ELECTRIC: PORTLAND GENERAL ELECTRIC 16001544,1793 i torrW ucSU"axcr }C J.BROBERG TN NORTHWEST NATURALA$ 14031226.4211 W TELEPHONE: QWEST 110018330825 C7 VERIZON14001413-r000 y s off n 4 Ey TELEYIS"H COMLAST 166618779735 ao0 Sr• v aIxi Si W PROJECT LEVEL 3 COMNUNMAT10N5 Ism 3515-1113" r STREETS: WAIIHINGTON COUNTY 15431 845-7037 r4 Q m a LOCATION CITY OF NORTH PLAINS 15071847-4455 s iHxnH U WATER TUALATIN VALLEY WATER DIST. 15031547-151] 4 .� C AM SANITARY SEWER: CLEAN WATER sERYICES 15071 SS1J111 - r z k L 89TH AND SPRUCE d sTORM SEWE1h CLEAN WATER SERVICES 15031 5474MOD 5i, L � � '¢ d NNR z CONTACT INFORMATION w sP SANITARY SEWER STORAGE FACILITY x s• y. yr. i r L w ox.l61ra sr.rF�s emd� Nrmr � CWS PROJECT NO,6582 S . AND v i` D 1 " 6Re >offe t TREC i � a PNZAG4si- law cw u R7� e CAPITAL PROGRAM.MGR.: ANDREW J.BRAUN,P.E. Ir166936]5 sr ]' Qy rr y ay °' SENIOR ENG. JOE OYORAK.R.E. ISOSI SSiB117 r'' rKr r sr o+:R J �°" sT w HJR[x 6Rra PROJECT NGR.: JOE D'VORAK,PE 15031 S47-8177 r H Y L r 5 5 6uliq 0.NL15 rr INSPECTOR; BILLY TERRY 15031 BSL-3856 aetw " sF'• `°• �?gphSaR �R O EMG.TE[H.f HOWARD MOUNT 15031681-M14 8 � :ita � 9��✓=y A � � w t a x:I6� � L``R1° � �h v °im COVER SHEET AND a n� LP FIR we DRAWING INDEX FIR wpm Him n' Jaye H LCCATION MAP U 12 bm U 11-mm9t 31 14RN my wPro��i# Sheet 439449 ai ATIENIM Ax `o u� � NOregon Low Requires YOU To Follow Rules 6�p G_ ¢ Adopted By The Oregon UtNity NotlHcotlon IJ+}5edioo# Center- Those Rules Are Set Forth in ReAsIons Drawn ay j CAR 952-001-0010 Throuo OAR 952-001-0090, U You May Obtain Copies Of The Rules By Coli g gale•r I'crv.AS SH The Center. CNote: The Telephone Nimher Fa VICINITY MIAP '•er AS SHAWN 1 ,or 10JI w The Oregon Utility Center Is(503)232-1987•) 51 a z w N ABBREVIATIONS DRAWING REFERENCE LEGEND EXISTING PROPOSED A F Q SECTIONS ARE CROSS REFERENCED IN THE FOLLOWING MANNER: 0 STORM/SANITARY SEWER MANHOLE �d A AREA FF FINISH FLOOR QTY QUANTITY ® O CATCH BASIN AASHTO AMERICAN ASSOCIATION OF STATE FBC FURNISHED BY CONTRACTOR SECTION CUT ON SHEET Cl; II ❑ FIRE HYDRANT FOR HIGHWAY AND TRANSPORTATION FBO FURNISHED BY OTHERS RSECTION NUMBER o R D__—SECTION °" ^� WATER VALVE SIGNATURES LLIOFFICIALS FD FLOOR DRAIN .a AND SEALS REFER RADIUS, RISER "r -0 GAS VALVE `¢ A13 ANCHOR BOLT FH FIRE HYDRANT RAD RADIUS SHEET 1 WHICH IOM, AMW WATER METER `+ ABS ACYLONITRILE BUTADIENE STYR, FIN FLOW ED1 IS SHOWN TO ORIGINAL ddd�i qgy ABOVE FL FLOW LLIINEE RB REINFORCING BAR(S) P MAIL BOX DRAIIVINCiS,DATED Ac ACRE FLG FLANGE RCP REINFORCED CONCRETE PIPE o o SIGN OR POST JANUARY 2013 J AC ASPHALTIC CONCRETE FOC FIBER OPTIC CABLE RD ROAD, ROOF DRAIN CIT pY TELEPHONE JUNCTION BOX ACP ASPHALT CONCRETE PAVEMENT FR FION SHEET C2 TIMS SECTION IS DEFINED AS ^ ^ END OF CULVERT ACT ACTUAL FRP REF REFERENCE FRP BER REINFORCED PLASTIC REINF REINFORCES, REINFORCING POWER POLE AD AREA DRAIN FT FOOT. FEET REO REQUIRED SECTION LETTER OR ADD ADDENDUM RESIL RESILIENT SECTION OR DETAIL 3 LIGHT FTG FOOTING DETAIL LETTER RJ RESTRAINED JOINT C2 C1 RETAINING WALL w ADJ ADJUSTABLE RP RADIUS POINT 3/4"'- 1'-0„' AGER AGGREGATE C+ RPM REVOLUTIONS PER MINUTE SHEET FROM WHICH GUARD RAIL r ALT ALTERNATE GAL GALLONS RR RAILROAD ANY ADDITIONAL SECTION OR DETAIL CURB 2° ANDD ANODIZED GALV GALVANIZED RT RIGHT SHEET(S) FROM WHICH WAS REFERENCED —...� ®...— DITCH OR STREAM LAKE GER GEOTECHNICAL BASELINE REPORT THE SECTION OR i IIIIIIII N APPA APPROVED R/w RIGHT-OF-WAY GI GALVANIZED IRON/STEEL DETAIL IS REFERENCED RAILROAD APPRDX APPROXIMATE �7-TTTTT TrT"P�ITT ARCH ARCHITECT(URAL) GND GROUND GPM GALLONS PER MINUTE S �' �` STRUCTURE C H2M H I LL ASASPHALT OR GRADE S SOUTH ASSNSN ASSOCIATION ]( - X FENCE 2029 SW F4thlo Avenue ASTM AMERICAN SOCIETY FOR TESTING � GATE VALVE SAN SANITARY SECTION OR DETAIL cur AND SHOWN ON THE SAME SHEET: 3rd Floor AND MATERIALS SAT SUSPENDED ACOUSTICAL TILE ST —ST— STORM SEWER 4958 ATB ASPHALT TREATED BASE H 559 0 SOL ID CORE DETAIL NUMBER Portland.OR rAx503.7 3 A SECTION LETTER 55 —SS— SANITARY SEWER TEL FAX 503.7363000 AVE AVENUE H HIGH Sc SCALE SAME SHEET _ _ W —W— WATER HDPE HIGH DENSITY POLYETHYLENE SCD SEAT COVER DISPENSER (OPTIONAL) SAME SHEET B HOWE HARDWARE —G— —G— GAS HMAC HOT MIX ASPHALT CONCRETE SCH SCHEDULE BD BOARD SCHED SCHEDULE H7 HEIGHT BIT BITUMINOUS E� — ELECTRIC, OVERHEAD HORIZ HORIZONTAL SCR SCREEN —U— —U— ELECTRIC, UNDERGROUND BLDG BUILDING HP HIGH POINT SO SOAP DISPENSER BLK BLOCK HR HOUR SDG SIDING DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER: T— —T— TELEPHONE BLKG BLOCKING HT HEIGHT SE SOUTH EAST -FOC- -FOC- FIBER OPTIC CABLE BLVD BOULEVARD SECT SECTION DESIGNATES BM BENCHMARK HWY HIGHWAY AREA OF DETAIL 1 DETAIL NUMBER -COM- -CDM- COMMUNICATION UNE BOV BLOW-OFF VALVE SF SQUARE F007 [FEET) TO BE ENLARGED 1 1 t BRKT BRACKET ISHT SHEET (OPTIONAL) 1 C1 1-310- ` 319- SURFACE ELEVATION CONTOUR SIM SIMILAR W SHEET ON WHICH BENCH MARK BSMT BASEMENT IBC INSTALLED BY CONTRACTOR SP SEWER PIPE 1 g BTWN BETWEENIBD INSTALLED BY OTHERS SPEC SPECIFICATION 1 DETAIL IS SHOWN SURVEY MONUMENTS 1 F BVC BEGIN VERTICAL CURVE ID INSIDE DIAMETER/DIMENSION SQ SQUARE 1 1 NOTE: Q IE INVERT ELEVATION SD STORM DRAIN ► AN ELEVATION TYPE ARROW MAY BE - - PROPERTY UNE IN INCHES SS SANITARY SEWER USED IF THE DETAIL VIEW PLANE IS L C INCL INCLUD(EDg. (ING). (SIVE) PERPENDICULAR TO THE VIEWER, RIW RIGHT-DF-WAY CB CATCH BASIN INFO INFORMµ�3,,T1 N SST, S/5 STAINLESS STEEL i CEM CEMENT INT INTERIOR, INTERCEPTOR STTAD STANDARD STTAN�EASEMENT D CF CUBIC FOOT/FEET IP IRON PIPE STL STEEL �'� CONSTRUCTION LIMITS CFS CUBIC FEET PER SECOND ELEVATIONS ARE CROSS REFERENCED IN THE FOLLOWING MANNER: NO. FIMION DATE CHAM CHAMFER ST STORM CI CAST IRON L S7RL STRUCTURAL ELEVATION LETTER EROSION CONTROL FENCE ¢ CIP CAST IRON PIPE L LENGTH OF CURVE SW SOUTHWEST ARROW POINTS DEMOLITION TO VIE' CL CENTERLINE LIN LINEAL, LINEAR S/W SIDEWALK PLANE-_ C 1 C7 CLSF CONTROLLED LOW STRENGTH FILL SYM SYMMETRICAL SHEET ON WHICH CMP CORRUGATED METAL PIPE LDC LOCATION OF ELEVATION LP LOW POINT COM COMMUNICATION T ELEVATION IS SHOWN EXISTING TREE If oC7 COMB COMBINATION LT EFT LEIGHTWEIGHT T TANGENT DISTANCE, TELEPHONE EXISTING SHRUB COMP COMPRESS(ED), (ION). (ISLE) TC TDP OF CURB, TERRA COTTA N CONC CONCRETE M TEL TELEPHONE DI CONST CONSTRUCTION CONT CONTINUOUS MATL MATERIAL THK THICK eal`x]� L O THRU THROUGH Our cammilment is clearr.. � CONTR CONTRACTOR MAX MAXIMUM 7L TAX LOT CSP CONCRETE SEWER PIPE MECH MECHANICAL TP TOP OF PAVEMENT ❑ C78 CONCRETE TREATED BASE MET METAL TYP TYPICAL GENERAL NOTES a CY CUBIC YARD(S) MFR MANUFACTURER $ D MILLION GALLONS PER DAY MHVDeslg�d BY' M.STEINER 1, ALL CONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS. CONTRACTOR D MIN MINIMUM VAR VARIES OR VARIABLE AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF CONTRACT DOCUMENTS. LU MISC MISCELLANEOUS VC VERTICAL CURVE APPROPRIATE PERMITS, APPROVED PLANS AND CONSTRUCTION SPECIFICATIONS ON THE JOB SITE D-xm EI, T„LANEY 0 DEGREE, DEGREE OF CURVE MJ MECHANICAL JOINT VERT VERTICAL AT ALL TIMES DURING CONSTRUCTION. CEFL DEFLECTION MPH MILES PER HOUR VSP VITRIFIED SEWER PIPE DEMO DEMOLISH, DEMOLITION MTL METAL cw'C dBY R.ATTANASIO DEP DEPRESSED W 2” EXCESS SOIL EXCAVATION FROM SITE SHALL BE LEGALLY DISPOSED OF OFFSITE IN DEPT DEPARTMENT N ACCORDANCE WITH FEDERAL. STATE, AND LOCAL LAWS AND REGULATIONS. ¢ DET DETAIL W WATER, WEST, WIDE, WIDTH AAfr-d By. J.BROBERG DIA DIAMETER N NORTH (ING} W/ WITH w Na NORTHBOUN WD WOOD 3. LOCATIONS OF EXISTING STRUCTURES AND UTILITIES ARE FOR INFORMATION PURPOSES ONLY. c? DIM DIMENSION DIP DUCTILE IRON PIPE NE NORTHEAST WF WIDE FLANGE IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UTILITIES AND NW NORTHWEST OTHER FIELD CONDITIONS PRIOR TO CONSTRUCTION. O ON MH DIVERSION MANHOLE NO, (� NUMBER w/0 WITHOUT rn OR DOOR, DRIVE WT WEIGHT k ALL WORK TO BE PERFORMED WITHIN DESIGNATED RIGHTS OF WAY, PROPERTY LINES, AND Lu DW DOMESTIC WATER WWF WELDED WIRE FABRIC CONSTRUCTION EASEMENTS. DWG DRAWING 0 L OTL DETAIL OC ON CENTER x 5. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS, 89TH AND SPRUCE V1 OD OUTSIDE DIAMETER/DIMENSION XG EXISTING GAS LINE SANITARY SEWER STORAGE FACILITY ? E ODOT OREGON DEPARTMENT XSD EXISTING STORM DRAIN 6. IF DEWATERING OPERATIONS ARE REQUIRED, THE CONTRACTOR IS REQUIRED TO PROVIDE CWS PROJECT NO.6582 `t OF TRANSPORTATION XSS EXISTING SANITARY UNE APPROPRIATE TREATMENT OF SEDIMENTS TO ALLOW DISCHARGE TO SURFACE WATERS OF x E EAST(ING), ELECTRIC THE STATE. EA EACH OPP OPPOSITE XW EXISTING WATER LINE EJ EXPANSION JOINT OSHD OREGON STATE HIGHWAY DIVISION 6' EL ELEVATION ELEC ELECTRICAL Y 4 ELEV ELEVATION P YD YARD EOG EDGE OF GRAVEL PC POINT OF CURVATURE EOP EDGE OF PAVEMENT PCC PORTLAND CEMENT CONCRETE IL ENCL ENCLOSURE PE PROFESSIONAL ENGINEER BENCHMARK AND SURVEY DATUM ABBREVIATIONS, ❑ EQPT EQUIPMENT PERM PERMANENT 3 EW EACH WAY COORDINATES ARE OREGON STATE PLANE„ NORTH ZONE. NAD83 (CORS 96) GENERAL NOTES AND LEGEND EKST EXISTING PI POINT OF INTERSECTION PL PROPERTY UNE. PLACE (EPOCH 2002.0000) INTERNATIONAL FEET. w PRC POINT ON REVERSE CURVE j PT POINT OF TANGENCY ELEVATIONS ARE NGVD 29 ❑ PVC POLY VINYL CHLORIDE o BENCHMARK DESCRIPTIONS (SEE SHEET C-1)*PVMT PAVEMENT Pro eco# 5heet w PVT POINT OF TANGENCY. VERTICAL CURVE POINT NORTHING FASTING ELEVATION DESCRIPTION RECORD DRAWINGS 439449 �d 115 655112.23 7619977.83 165.18 MAC NAIL W/WASHER G-2 120 655091,76 7620252.59 168,91 MAG NAIL W/WASHER Revisions Drawn 6y T LANEY Date AUGUST 2913 THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART,ON Ili}rJEd10h R w WASHERS ARE STAMPED "CH2M HILL CONTROL" THE BAB IS OF INFORMATION OOMPILED BY OTHERS,THEY ARE NOT CONTROL AND MAPPING WAS DONE ON JULY 30, 2012. INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,TYPE OF Ncr¢:AS SHOWN U COMPONENT NOR MANNER OF CONSTRUCTION.THE ENGINEER `x'ale y,e�;AS SHOWN w WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 2 ,Ut: 10 HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS. w q I I N I I I I TAX LOT ID 15135AD01400 TAX LOT ID 1 10875 SW 89th AVE + FOR 15135AD01401 I TAX LOT15135AD01402 III SIGNATURES o r AND SEALS REFER BENCHMARK I CONTRACTOR TO FELD VERIFY DRAWINGS,DATED APPROXIMATE TO ORIGINAL W ''WETLAND LOCATION rrr� Am- - - - - -- __�_ _ {� [ 4 " F LOCATION AND DEPTH OFF XISTING JANUARY 2013 J Mo m - - - —- -- _rte ACC- _ _ _ - NC DWAY 0 SANITARY SEWER PRIOR TO ° 10HE d E K €ice%Crb -- _ CONSTRUCTION r fi 2 O OHE UA7E - `4 �GAS � C �l45 GL5 �E4�p� lis- _ _ f x �• _ 4y. a �•,..- ss�-- —ss I c m P. J m oti. v cc. B SS 55—SS 55 y��^`,} 5 SS gg�_SS SS w ddd w�-w-� - _ w_wr ], YY, 8.91H r _ SSY ss r i r �' - -- - �' -w— w X11 � � � ,� - ,.�5 - — — — — . �. :�:.�,..--W ,� nat:� ���•� —— — — L:H2MH1 LL c: Oz '�I- I nr'z' y ;; 202(1 SW 4th Avenue DWAY \ ? -- 9! a i c4... ._� 3rd Floor I �' Portland,OR 972(11-0958 TEL 503.235.5000 FAX 503.736.2000 v r T T CONTRACTOR TO FIELD VERIFY ® ! I LOCATION AND DEPTH OF EXISTING APPROXIMATE •, .. SANITARY SEWER PRIOR TO WETLAND LOCATION I Sri 'af-- CONSTRUG71ON gY ; 109$0 SW 89th AVE 10950 SW 89th AVE ] w old ! N f m 8845 SW SPRUCE ST Y j m 1 8840 SW SPRUCE ST I m E THORN ST.EXTENSION 10 1-t2 1 NO, RLV1510N DAT I 10860 SW 89th AVE ! CL I �1 G7eanWaber Services -'�I f{� �q• 1 Our commilmenk is clear. Oz S �e I = '!� S"� I J.BROBERG 0 82 LU m J !II N y + Gam 6p. T.LANEY f g I s w Checkl R.ATTANASIO n �'7 App-d By: J.BROBERG ILIof ZE } L � o nn- 1 L , r, f 89TH AND SPRUCE vX z=' H d A SANITARY SEWER STORAGE FACILITY __ __ d [�� y CWS PROJECT NO,6582 x x, w f m w BENCHMARK IL Ors f ! 1 ' EXISTING SITE CONDITIONS s j - °"t Q !y 8s "N N i Sheet N =a + I Pra�ect# RECORD DRAWINGS 439449 Revisions Drawn By T LANEY Date AUGUST 2013 I 114 5ectlOn C_ THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART,ON w 1 THE BSCALE IN FEET ASIS OF INFORMATION COMPILED BY OTHERS.THEY ARE NOT _ INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION,TYPE pF 20 ° 2" Naar 20 O � + COMPONENT NOR MANNER OF CONSTRUCTION.THE ENGINEER CONTOUR OVAL. 1 F::T Ie Vert: 1 WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 3 ,x 10 HAVE BEEN INCORPORATED INTO THE RECORD DRAWINGS. w N I 822652 I _ 1 SEWER 6 $LI ( E 1+ RELOCATE EXISTING 2 q $ ] MA7 HOLE p7 6"OI CULVERT SEWER B I �o SEWER GRADE DITCH TO DRAIN STA 1+20,10 a STA 5+88,48 CONNECT EXISTING SERVICEINV IN(E)=483.50 I TO NEW e"PVC SEWER, INV CUT 1 a MANHOLES MANHOLE#1 ('WJ= 83.18 SCALE IN FEET FOR CAP EXISTING SERVICEBEGIN STORAGE PIPE 0 20 "" SIGNATURES CONNECTION AT 822645rnEXISTING 10"SEWER. 1 SEWERA oxrra�R IH1EtxwtL- + reel AND SEALS REFER 822640 STA 1+4s.6n \ABIAINDON TO ORIGINAL SEWER B MANHOLE#2TING DRAWINGS,DATED SEWERArnn 8- CSP STA1+0020JANUARY 2013 mo . __ -- _ � _ _ - _ NCDvd YoMANHOLE#3 REMOVE.EXISTING MANHOLEAND § .-. • .- 1A STTRUCTNEW o A__. - ..r .. CONSTRUCT OVER S8 r SS SS+ SS-:SS- SS SS---w 5f. $S. ISS SS S$ SS SS- SS- SS- SS- SS- SS- SS $S $S r SS SS-r T Ss _ EXIS71NG PIPE, H �i np di CLASS V RCP W ,b� I s m j 59LI CH2MHILL r - C WAY 2020 SW 4th Avenue CON, �+I o -o �-_� -- -- - _ y _ ;t� I. 9446 3rd Floor I a.9 DWAv 5g��, ,i = - _ - �_ by 4 Portland,OR 97201-0958 I n FIELD VERIFY 82 •- " J 9496 •' 1 SEE NOTE 7 - w FIELD VERIFY - Eyy a'°w�.�' t - TEL 503.235.5000 FAX.503.7363000 SEE NOTE 7 1+ SEWER C SEWER C 10,PVC II+ 04 SEWERE APPROXIMATE 1 T PVC , SEWER❑ ., g"PVC ® + WETLAND $22642 54"CLASS V RCP 1 1 SEE SHEET C•2A f LOCATION �' N g� �', SEWER C � SEE SHEET C-2A 1 FIELD VERIFY STA 1+8.80 1 H I �SEE NOTE 7 rt � 1 MANHOLE#5 I ; + CONSTRUCTION NOTES: + 1, MANHOLES#1 AND 42 SHALL BE VENTED W7CARBON AIR FILTERS,CALGON S. IF TREE LIMBS NEED TO BE TRIMMED FOR CONSTRUCTION,TRIM LIMES I I SWEET STREET MANHOLE ODOR CONTROL MODEL OR APPROVED EQUAL. BACK TO TRUNK. 11 t IRECORD DRAWINGS I I 2, DUCTILE IRON PIPE SHALL HAVE 40m11 CERAMIC EPDXY LINING AND 10rrlll 8, NO TREE REMOVAL IS ALLOWED WITHOUT APPROVAL FROM CLEAN WATER. w + I 1 EPDXY COATING. SERVICES, Rsvi.o.e['-By T LANEY Dara AUGUST 2013 F I I THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART,ON F + 3. CONCRETE PIPE SHALL BE CLASS V REINFORCED CONCRETE. 7. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING THE BASIS OF INFORMATION COMPILED BY OTHERS.THEY ARE FIELD ADJUSTMENTS 1-18.13 ® O I 2+QD I SANITARY SEWER MANHOLES,PIPES,AND SERVICE CONNECTIONS PRIOR NOT INTENDED 7O REPRESENT IN DETAIL THE EXACT LOCATION, CL 1 I J 2+00 :1 4. REPLACE PAVEMENT OVER BACKFILLED TRENCHES AND SLURRY SEAL FULL TO CONSTRUCTION. TYPE OF COMPONENT N0R MANNER OF CONSTRUCTION THE 4 MANHOLE ADJUSTMENT 12-2&12 WIDTH OF STREET WITHIN LIMITS OF CONSTRUCTION. SEE DETAL 3, ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR M SHEET C8, OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE 196 RECORD DRAWINGS. �., THORN ST.EXTENSION TO E PIPE PROFILE H#3 948] N0. ?fV151DN DATE 190 R A "• •O 190 SEWER D TA 1+00,0 O M[24"] 164.84 r 185 MH#8 -mm(36")=- 185 Ied"1,D,CONC.MH) BOTTOM OF F .T a EX57.8"PVC STORM DRAIN IM 4,18A 16r),36 $22645 TOP grL1,AfB-162.51 180 TO BE RELOCATED 1'�r= 156.38 180 C7 IF IN=156,93(54") SEWER *FlplC(IN]SE�6.38822 ] IE IN=158.93(18") SHA 271,48 {84'I.D.CDNC.M �'1'�SEWERA (INj SW-1 156.48 56.67 `���]]rSEW RA SEWERA IEDUT=159.93{t8"] L�leaI1YY SetVi['eS 175 S STA 3+27.0 WATER SERVICE STA 1+44,5P[IN}SW=158.33175 U '® MH#1 STA4+74,89 IEDU7=15$,93{54"]STAry+� 1"GAS LINE CROSSING RIM EL:164.92C(IN)SW=158.56wal T LD,CON .MH] SERV B'PVC STORM DRAIN INV=161,60 IE OUT 156.91F 24-(IN)=161.87 Our Cnmmilmenl is clear. ENCASE STA 5»49.9 CROSSING _ 0 172 EOIM E =756. INV=153.05 GROUND INE❑TS ON SH ET G9 7 170 INV 162. $ oy ALL AROUND ENCASE CR IE IN-156:88(NE 51-] INVERTS ON SHEET G3 � ------ - De51y�dBy' J.BRDBERG 186 185 0 .� _ z 166 Iso D-xm Ey' T.LANEY p� Q - L=127.60' r� U 155 _ SEWER 1:91 155 0. IFT 54"DW, 822 =8.00 S FTIF 54^D C Cked Ha SEWER SEWERA S-0.0048 FT.-FT R.ATTANASIO SEE SHEET STA 4+03.0 8" -900 150 STA 4+05.6 RELOCATED 8"PVC STORM 150 1"GAS LINE INV-163.05 L t,S' App d By: LL ® - J.BRDBERG a 145 -. S C-905 F-rFl 145 O N 140 140 w 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 z 89TH AND SPRUCE En 190 190 190 190 8" SANITARY PRO IL MH B Sae 10"SANITARY PROFILE N�CWS ROJ CTNo s B2 = 18,5 SEWER B STA 90+0GONG. 00 C.MH 185 185 185 SEWER C m RIM 164.81 SEWER C w 180 E IN[S 180 180 "#3 180 SEE DETAI SHE ,C.7 82 3$ 84"LO.CDNC.MH 8 R SEWER C STA 1+00.00 175 SMFNJ EWERS MEH N6 B 175 175 H D•CONC.MH} SEE DETAIL,SHEET G•3 175 (48-1.0 00 C.MH (AB"I.D.CDNC. H) STA 1+39.30 INVERTS ON SHEET C•3 STORAGE FACILrrY 5.31 STA 1 3.67 PLAN AND PROFILES 170 R RIM 1+29,1 170 170 IIMH1104,93158.79 EXISTING 170 1L=158.79 IE OUT N}15B'-,74 185 _ _ IE IN(8)158.84- 165 185 - IE OUT(N)=158.74 GROUND 165 w nQ OO 180 - 160 160 W 160 rn)pa# 5heet 5.4:0055 FTIFT 439449 CSL i 155 S-0.0063 FT+FT 8"PVC i 155 155 8�22 _=0.004 FTIFT 1� F L-21•S' 10'PVC SEWER C 150 S-6.00&4 FT)FT 150 150 P.1Hi€5--� 10 PVC 150 �fi} IDA w S-PVC EXISTING 48- D.CONG.MH) V 145 145 145 to, RIMB0 145 `xale NOrar 2Q IE 10(S)=1 8.53 Vert: 1 IE T(N) ISSAS 4 'fit 10 j 140 ��Li 140 140 140 q+50 4+DD 3+50 3+00 2+50 2+80 1+50 1+00 1+50 1+00 M M o j{I f IIfI 1_ a 822640 //r� CONNECT EXISTING ® FIELD VERIFY I FOR SEW ERA SIGNATURES 0 SEWER L�7L� SEWER SERVICE TO SEE NOTE !�f 54"CLASS V RCP I � MHgtl71 NEW SEWER AND SEALS REFER rlQj SEE SHEET C2 g. (48"1.6,CONC.MH) CAP EXISTING SERVICE TO ORIGINAL STA 1+01.03 AT 70"SEWER 822555 RELOCATE EXISTING SEE NOTE 7 CONNECT EXISTING SEWERE DRAWINGS,DATED 8"DI CULVERT I (4B-LD.CONC,MH) A 1 JANUARY 2013 INV IN{S7=1&7.50 ti SEWER SERVICE 7p U ® NEW MANHOLE BTA 3+42.73 SCALE IN FEET INV OUT(N] 1fi3.10 SEWER E 843034 PVC. _ 29 0 30 a� y 82253fi - ' - CONTOUR INTERVAL- 1 r007 W822646 D -F - _�E- MH- (84'. J � I.D.CONE.MH) _ 1 BTA 0+98,07 z 1 w w RIM 165.33 4 cAs z �; ss ss __ s= ss 831 :s s= > --_ tiA - ..,, ;. AS H2M H 1 LL S MH ss s- � �_ � 9444 202(1$W 4th Avenue _SEWER .D _ _ ' RIM FL-1e tz --1-wt Ss SS ., s' ((�� 3rd Floor " -w.. 54• $V-RCP - IE 1D CO E 16178 D CO W 1 1. / -tel Portland.OR 972(11-4950 82 2fi57_ 1_ TEL 503.235.5000 FAX 503.7363000 r � - - - -- - - -, _ , SEWER 0 SHi19 n y 1 III I (84"LQ,CONC.MH) 82265$ 1 STA 1+15.67 SEWERD ` { 94% y FIELD VERIFY MH#10 I y SEE NOTE 7 (84"I.D.GONC,MH) N I G_ g STA 3+83.77 �I11 G I FIELD VERIFY I!+ I I I IF SEE NOTE 7 w ! o r I I I 1 FIELD ADJUSTMENTS 140-13 J L 4 UTILITY CROSSING LOCATION 1=42 y 190 STA 1+05, 26 ;TORAG E PIPE PROFILE 90 SEWER THORN ST. XTENSION D•1.t2 CONSTRUCTION NOTES: 185 i D'S5 EXST 105 1. MANHOLES 91 AND#2 SHALL BE VENTED WICARBON AIR FILTERS,CALCOM1 NU. ?fVOION DATE TOP 10"CSP=8.24- SWEET STREET MANHOLE ODOR CONTROL MODEL OR APPROVED EQUAL. W I�' =158.24 CONC TEE CASE 82 558 0 180 822546 R 180 2 DUCTILE IRON PIPE SHALL HAVE 40m11 CERAMIC EPDXY LINING AND 10mi1 MH#8 M SEWER D 32 657 O M 10 EPDXY COATING. L {94"1.7.CONC,MH} 84-I.D.CONC.- - [i4 J.D. NC. ; 175 STA 6+99,07 STA 1+155.67 775 3. OONORETE%F£SHALL BE GLASS V REINFORCED CONCRETE, RIM 1p5,36 , 1 RIM 165.60 IE UT= IE OUT-15693(NEW 16"} IE IN 158.05[N E STIN E UT= 57.10{ EW 54 4. REPLACE PAVEMENT OVER LIMITS OF TRENCHES AND SLURRY SEAL FULL ❑ 170 IE IN-156,93[NEW E") Ury _ 170 417DT1i OF STREET WITHIN LIMFRS OF CONSTRUCTION. SEE DETAIL 3, r�J IE OUT-156,93(NEW 54") IE IN=15155(N 54"] SHEET C3, IE OUT-159.93(NEW 16" IE OLIR=155.97 EW B" aean F� C'_�.ices, w1 165 - 185 5. IF TREE LIMBS NEED TO BE TRIMMED FOR COHS'TRUCTION,TRIM LIMBS Iuj YY r`7C1 V 0 BACK TO TRUNK Our cammilmenl is clear. p 100 180 6, NO TREE REMOVAL 15 ALLOWED WITHOUT APPROVAL FROM CLEAN WATER M0 SERVICES, 155 4 5 y m 155 7. CONTRACTOR SHALL VERIFY THE LOCATION ANO DEPTH OF EXISTING {7E.419R.d J.BROBERG SAN RTARY SEWER MANHOLES,PIPES,AND SERVICE CONNECTIONS PRIOR W = 1 1 !FT TO CONSTRUCTION. Ga4m R+' T.LANEY 150 16"C905 PVC x w 150 «33 4 145 _B" PvC a 145 Cr.CkCd R.ATTANASIO I¢i 146 L 140 'AM-d By: J.BROBERG ILI t+p0 1+50 2+00 2+50 3+00 3.50 4+00 LuO L�y 7 z 89TH AND SPRUCE vLi 190 190 SANITARY SEWER STORAGE FACILITY SA IT RY SBIVER P FI E CWS PROJECT NO.&5B2 SEVIER E. 185 STA 1.*00.00 R 10 Va 185 m CO ECT TO 12 130 EXIST 1D"SS 180 SEWERE = A3+4.73 MH#11 SZ2 M 1BB.5 17548'LD-CO C•MH _LZ ML64 SEWER E I OUT 161 A6(NEW ] 175 O STA 1+01.03 BTA '9D STORAGE FACILfrY L RIM 165.52 p 170 IE IN=158.75(NEW 8') 170 PLAN AND PROFILES © IE= B0,p4 NECTIQN 3 IE IN-158.26(EXST 10'1 THORN ST.EXTENSION rN IE OUT-15835(EXST 1D" Z 165 165 7 � 0 O 160 o L=241. 160 =0. 31 FTI B"D �h?et S Project� 1 ss "'•o � 155 339449 150 - x g wl. 4 W 150 RECORD DRAWINGS 114 5ection� -2A T LANEY De[e AUGUST 2013 W ReNaWnx Drawn BY THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART.ON U 145 145 THE BASIS OF INFORMATION COMPILED BY OTHERS,THEY ARE a^ale Nai' 20 ry 1+06 7+56 2+00 2+50 3+00 3+50 4+00 TYPE OF COMPONENT NOT OMANNERIN OFF CONS�THE EXP=r LOCATEON. VQf}.: 1 4 '�f V ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE W RECORD DRAWINGS. 16"INLET ABOVE r1 8"OUTLET BELOW 0 54"STORAGE PIPE EXISTING IGH _ FOR yd -.4 P1rc x CSF SIGNATURES 9 r r FERNCO COUPLING AND SEALS REFER N r r ! ' r TO ORIGINAL ,o Ir CSP OUT — �6° DRAWINGS,DATED INV-156.37 END BRACKET 22 JANUARY 2013 U [2 REQUIRED] END BRACKET m r ! C-5 ! � ! 84-DIA.PRECAST 6 [2 REQUIRED) r 1 CAN C.MANHOLE /h7r C-5 13 ' 8"PVC INLET � ' 23 _ ® INV INS,56.38 n 'r PVC X CSP � `F .! 16 FERNCO ! 24° COUPLING + 1• T I 2.90 - - - 1 1.07 20 - CH2MHILL EXISTING 111 f 2020 SW 4th Avenue r 3rd Floor s"CSP �� Portland,OR 97201-0958 S"INV-6658 LET 19 r TEL 503.235.5000 FAX 503.7363000 t 2 14"INLET I INV-156A8' )GONG. PRECAST ' I ANHOLE ('' -N- -N- -N- tii 1 HANGER BEAM DETAIL ji2-2r02PLAN ATOP LID24"DIP IXffLET ABOVE 79°"�' REVISED MWR3 CLI T BELOWPLAN BELOW LIDB'DIP INLET BELOW'a IN11-76667 KEYED NOTES TkIDRNST.EXTENSION i 54"STORAGE PIPE 1 REVISED MFpi3 877.12 7� 1, 24"CLASS 53 DIP EPDXY COATED 40 MIL CERAMIC EP OXY 6 LINING,FIELD LOK GASKETS OR APPROVED EQUAL. NL7,I FZMION PATE o MANHOLE #1 (72" FLAT-TOP, #822647) r1 MANHOLE#2 (72" FLAT-TOP, #822645) 2 LINING."DIP TEE,EPDXY COATED.40 MIL CERAMIC EPDXY o SCALE:1 i2'=1'-0" 0-2 SCALE:112"=I'-0" C-2 3, 24"BLIND FLANGE WITH 6"NPT TAP,EPDXY COATED. CL LI, 4, 6'CLASS 53 DIP THREADED x FLANGED NIPPLE.,EPDXY 0 15 COATED 46 MIL CERAMIC£FOXY LINING. UI 5. 6"BLIND FLANGE,EPDXY COATED dean`x ab; Sikes, a FG-184.54 6, 26'FLG x PE CLASS 53 DIP EPDXY COATED,40 MIL Our cammilmenl is clear. CERAMIC EPDXY LINING,EPDXY COATED ❑ ABANDON 16_ T &1"LD.PRECAST CONCRETE MANHOLE FLAT TOP 5 ES1 STING 1: 18"CSP i TOP SLAB"B"WITH 24"RING AND UO,AND 38"RIND AND LID. Desly�d J.BROBERG D G K 24"COUPLING,EPDXY COATED. W 77b 10'OUTLET 14 rlop INV 24'=758,35 I 8"COUPLING,EPDXY COATED. �' T,LANEY U I SADDLE EL 181.31 P 1D. 87 CLASS 53 DEPDXY COATED 40 MIL CERAMIC EPDXY C 1 8 LINING,FIELD LOK GASKETS OR APPROVED EL ���D),� 6 2 QUA R.ATTANASIO 1 C'OUTLET W 1'' �^ r 48"DIFA.PRECAST ® 11. 8"FILO x PE CLASS 53 DIP EPDXY COATED,40 MIL I �• �° f CONC.MANHOLE CERAMIC EPDXY LINING '�"-d B1'' J.BROBERG C7 r ILI 48"DVA.PRECAST /I O1 CONC.MANHOLE - - 12 CERAMIC EPDXY LINIING,IOMM EPDXY COATING.L 36"LONG,EPDXY 40 MIL 38� IE-156.33 23 13, 8"RESILIENT WEDGE GATE VALVE,FLG x FLG. W •` 14, SS VALVE EXTENSION SHAFT WITH 2'SO.OPERATING ggTLI AND SPRUCE ? - - - - - - - - - 13 NUT SANITARY SEWER STORAGE FACILITY IE 56.70 INV 1%39 16, S"VALVE BOXTHRU TOP SLAB TO GRADE CWS P ROJ ECT NO,6582 = 1 ` ®1& 8'X 4"X 318'STRUCTURAL STEEL TUBE WITH WFI OFO 1 73" CLOSURE.PLATES EACH END;40mil EPDXY OOATING v 10 9 17 12 17, NOTUSED, M 18, EXTENSION SHAFT BEARING 19, 36"MH RING AND LID CENTERED OVER 24"OVERFLOW PIPE I SECTION I��A WITH COMPOSITE RING AND COMPOSITE Ln. k -1 EXISTING IL ' MANHOLE DETAILS CI 10'INLET 220. 24"MH RING AND LID WITH COMPOSITE RING AND TO REMAIN COMPOSITE LID. AND SECTIONS NOSE• m rrO CONSTRUCT MANHOLE OVER EXISTING SEWER, A 21, 24"FLANGE X PE CLASS 53 DIP EPDXY COATED,40rril W w 7 ■+■ i CERAMIC EPDXY LINING 7 U O NOTE 22. SS ILSOLT PIPE HANGERS,SEE DETAIL 7,SHEET C5. CONSTRUCT MANHOLE OVER EXISTING SEWER, 10"INLET PfO�CGf, ah?Et W 23. 1-SA"SS UNISTRUT WITH PI354A UNISTRUT HINGES, 2 REQUIRED. RECORD N RECORD DRAWINGS I145ectionit G-3 w ReWslons D,avIn Sy T LANEY De[e AUGUST 2013 w THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART.OF! U THE BASIS OF INFORMATION COMPILED&Y OTHERS,THEY ARE cxye Narar 20 rj NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, V'a: 1 MANHOLE #4 (48" STANDARD, #822638},�1 MANHOLE#5 (48" STANDARD, #822642 6 MANHOLE #3 84" FLAT-TOP, #9487 3 TYPE COMPONENTHORMANNEROFCONSTRUCTIDNTHE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR SCALE:712"=I'-0" C-2 OMISSIONS WHICH HAVE SEEN INCORPORATED INTO THE W SCALE 712'=I'-0 C-2 SCALE:If2"=7°-0" C 2 RECORD DRAWINGS M 0 12 54"STORAGE PIPE - FOR w ExlsrlNG SIGNATURES i 84 ow.PRECAST 1D"SEWER AND SEALS REFER $4-OIA.PRECAST DRAWINGS,TO ORIGINAL CONC,MANHOLE DATED CONC.MANHOLE ¢ ` JANUARY 2013 U 48'DIA.PRECAST m I 84•DIA.PRECAST CONC.MANHOLE. CONC.MANHOLE Y I I a 2.2' rn _ 8"INLET CH2MHILL Ir AND 16" 2020 SW 4th Avenue $•AND 101 CUTLETS 3rd Floor OUTLETS Portland,OR 97201-4958 TEL 503.235.5000 FA%503.735.2000 I i54"STORAGE PIPE 882• 5d•STORAGE PIPE a -N- a -N- -N- -N- g r 54"STORAGE PIPE rl THORN ST.EXTENSION c3 1 TITLE CHANGE 8/10 N0. ?fV151DN OAI E w © MANHOLE#8 [84' FLAT-TDP, #822545) �� 8 MANHOLE#9 {72' FLAT-TOP, #822657} r� ® MANHOLE#10 [72" FLAT-TOP, #822658) �1 ® MANHOLE#11 {48" STANDARD, #822641 } q SCALE:112'=f-0" C-2 SCALE:112"=V-0" C-2 SCALE:112"=1'-0' C-2 SCALE:112"=T-0• C-2 a UI C1ean%O Services Our commitment is clear. a a Desly�d J.BROBERG 0 D-xm E+, T.LANEY Dr R.ATTANASIO J LL AM-d By: J.BROBERG I w DIA,PRECAST 7 NC.MANHOLE O w QU 1 a 89TH AND SPRUCE SANITARY SEWER STORAGE FACILITY z L.10LITLETO CWS PROJECT NO.6582 � T o a MANHOLE DETAILS AND SECTIONS THORN ST.EXTENSION z -N- U O Pr4� 5heet W C-3A RECORD DRAWINGS 1145ectiony x39449 R.Msions D—n By TLANEY Date AUGUST 2013 THESE RECORD DRAYnNGS HAVE BEEN PREPARED,IN PART.ON Nay. 2Q THE BASIS OF INFORMATION COMPILED BY OTHERS.THEY ARE U NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, e tijerl: 1 W MANHTYPE Of:ONOR MANNER OF C , LE #12 (48" STANDARD, #822655) 5 ENGINEER Nry LONENT NOT BE RESPONSIBLE FORNAW ERRORS OKE g z OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE w SCALE:112'=1'-0" C-2 RECORD ORAYWNGS. 0 LOCATE FRAME AND COYER OVER LEDGE OF AT LEAST 12'N WIDTH I,' Standard monhole frame and cover. 0 argAreN See STD. Drawing NO. 110, 120, OR 130 e,[Vcries) w_(Varies) 3 KHOcKouTS Set frame in non-shrink grout. Additional 9ectlon9 as required- "D"Bars I"'--'1 No aped. vertical reinforcement 1 1/2'dr- Depth of Pipe O Fini9h grade of Street required. 'E"Bars •=` Tongue+ 3/4' FOR : SIGNATURES Iu ° AND SEALS REFER 9 Orgde Rings 1 1/2 Off N (2, 4', or 6') w / _ __ -Ts 3/4"clr- T9 TO ORIGINAL Maximum Tz" d weld to T DRAWINGS,DATED •:1:`'': Na-4 hoop 1 z"inn- No. 4 Haa 'E'ears 5'min. JANUARY 2013 VAXMUM 2r FROM ' ° •• TARDARD FRAME AND COVER OR rox Notes "C"Bors Note, wall to 9kib joint shall be grouted when' Grou!not required for sWb cost in TO OF FIRST STEP WATSEE S7.D FRAME Af4I DOVER. 25._ } slab is Cast separately. contact with manhole section. U TO TDP OF CASTING SEL STD.DRAWING NO.110-SA/ST 1- All poured In place cmcrete shall bore q r DR NO.loo "' 28 day ukimote strength of 4000 psi and NUMBFR --- -- �3 PRECAST BASE SLAB TYPE 1" PRECAST BASE SLAB TYPE 2"* qNOTES: SET FRAME N NON-WINK Steps far v 2"to 4" slump. -- m cN TN 97uies) ^-I �Tw (varies) r ,. ALL PRE-CAST MANHOLE SECTIONS SHALL PrecastZ RoM y CONFORM TO THE REIXAREI,EHTS OF ASTM GROUT Manhole see 2- All reinforcement shall have a minimum S ,E �-n ,t ghM contact surface C-478, yield strength of 60,000 psi (Grade 60). §t E to 1/4'omptkade. •g W 2. ALL POURED N PLAC6 CONOREIE SHALLGRADE RINDS(2-.4'.GR 6') Std drawing 3. All recast rots shall be routed a ^' ='Y rfi:t'• 1 1/2'dr- '•. Z P )o g r; HAVE A 2a(IAT STRENGTH OF 3000 P.S.L MAXIMUM 12"SET N no- l OD N f r'¢" J AND SLUMP LTi 2-TO 4'. NON-SHRINK GROUT rubber gasketed. �, `. y -- H 48" 5" 4- Sections and cone shall be in accordance 3r- - •; - -' No. 4 Haa, 3. ALL 4ONTS*SHALL BE SEALED WITH PrE A FORMED GASKETS SVCN AS HENT-SEAL Xa. inn- with A$TM C478. F - - 1/1!1F •` f w 2 RAN-NECK,aR AH APPRD4II7 EW AL STANDARD ECCENTRIC S 4• y ' I Ts 'F-Bars- 3. ors I 1 - 3a-COI! 'I.- Ars llti'r+:r 77 CONFORMING TO PIDFRAL SPETJnLA110N _ 3 Clear ss-Sag2ra i,-y+;.�..•` "D"Bars 12"inn- "E"Bas ALL RIPE TIGHT. M N5,O MKM p E LL ::_s• : . -yx':: D'Bare zY.. - H2M H I LL AE WATERTIGHT. ._-.- = '` _ _ �'�-a.?Ii" Nate: Expose hoop as required to weld dowels ^�+ S. PPE CONNECTIONS Gr 24'OR GREATER [•_:[".-`•:.f.V,sd-?=h"[`� `�: -{i.„::,'1'•.,•,N, to hoop, Reim only enough concrete to SHALL REDUHIE A MRNPPDLC AND CHANNEL MANHOLE STEPS SEE • accomplish "Id,patch before Casting base[o "E Bars DETAIL. STD DRAWHG NO /0D" Standard Tap Slob gee Precast Bose Type 1 Precast Base type 2 Precast Bose Type 3 Cost-n-Place Bose ensure no voids are present. CAST-IN-PLACE BASE 202[1 SW 4th Avenue 6. PIPE CONNECTIONS OF FOUR OR MORE A MANHOLE SECTION 1111 Std. Drawing No. 220 Monhale type I Morhde r e 2 Manhole T e T Manhole T e 2 3rd Floor MAINLINES SHALL REQUIRE A MANHOLE (VARIABLE V-4•y m m w w PRECAST SASE SLAB TYPE 3 (OR PRECAST BASE TYPE 4) CONNECTION AND CHANNEL DETAIL Section-B section - @' Portland,OR 972(11-0958 ], PROMDE A MINIMUM OF e'OF INTACT Standard Manhole Section(s) (uNDHSTURBED) MANHOLE WALL BETWEEN 'p See Std. Drawing no. 200, a-x4-or 6'x6"Concrete Color TEL 503.235.5000 FAX 503.7363000 PIPE BAEANOUTS AS MIEASOREDON THE - Sorrel Dia. and no. 210 L^ armed pipe connections. INSIDE CAGE OF THE MANHOLE. e3e O.� i B. 72- BREAKOUT OF WALL FOR PIPE 91ALL 2' m 5-MINIMUM ^E MAXIMUM THROUGH PIPE SIZES 2 "` SIZE 60 72" 84" 96" MMINIMUM AND a•MAXIMUM CLEAR tY PPE FeeillBarrel Dia, MBK_ Pipe DIG_ 3 a�° Type Depth- 9. THIS DETAL UMREo TO MAXIMUM INTERIOR 8 Minimum between breokout3 for pipes. p Q`-15` 15`-30` 0'-15' 15`-SD` Q`-TS` 15`-30` d-15' 15`-30' 6.0' 9 fi0 36" DROP OF 24"FOR SANITARY CONNECTION �' Ts 6.0` 9.0' .D" 9.0" 10.0` 9.0' IT-()- AND49S FOR STORM CONNECTION. 72" 48' o a� MBER _T ID. R WATETIGHT/TAMPER PROOF MANHOLE 4B'MH. 64" 6D" O L 1 D Bus $3 0 12'y3 O 12"/3 0 12"N4 0 1D"63 0 IT ,#4 0 11" #3 0 9• p4 0 " FRAME AND COVER SHALL T£USED N ALL 96" 72" ® - E Bars 84 0 12' #4 0 9- g4 0 9- g4 0 6' y4 0 5" /5 0 9' F4 0 7- 95 0 6' EASEMENT AND OFF STREET MEAS. MINIMUM 12 (EDGE 168' 84" Ts Al-0• 92-0" 11-a' 12.0" 12.0' 13.0" 12-0" 14-0" Q (OPE REGURED] 27 II L FROM TOP OF 120• 96" A �, NOES: (M-hoe Ba.F&Bwt Sw tlpia) .A ,•/FT.SLOPE TTP PPE MyN ,' 1.IL­d Tip ,H,�aH.,. f.bmt.am la 12" E Bars 94 0 12' 0 6' p4 a 9- 95 0 8• 0 7" 0.5 0 7 94 0 57 95 0 6' I•, Break out manhole wall 2" minimum, 4' ,Leo.,,pqa new�RVs 'Fl ' " BON • maximum dear of pipe wall. Grout 2-MeeaM iyp.s,ag z mer Nina ether preens[a `Z a p p E 1 ( cant pI ba,a T9 7-0" 9.0' 7 0" 90 BA" 10-0, 9-0' tt-D" r PPE space with non-shrink grout and pour S v > a Mennde dens ra he menurecl r.e n eccosince 1� _,r' 3 D Bue i3 0 12"M3 0 12"#3 O 12"#4 p 10"®3 O lD'/4 O 11" I{3 O 9' jf4 O 11' a 4" X 4" concrete cal lar around pipe to The ee4we to engine,m Ste drnHmg N0 560 ere _ w -- a r cannecYian. fi70E Bars 94 0 12' 94 O 9-104 0 9- g4 0 6' y4 0 5" ,T5 0 9" #4 0 7" 85 0 6' g •P "-r •, 4-MNWoh Type 2 shelf bo.e are Pinta bet-1'ob- F �r 1 Pbe beakM cp.nrnpp sae Y e.r,>„PFe epri,q Ione. Ts 7-0" 9.0' 7.0' 9-0" 8-0" 10.0" 9.0' 11-0" d:�•d y&"MINMUM CONCRETE Slope 1 - a Modnde oectlano MnaN oe enmuf-1-d inE73 ocoordmce O SM1001x MSH CHANNEL TO r '• Mttn ASTM C76 te C476 e,oyr wnglrrana Iwn.1 teal 4 E Bars f4 0 12' O 9' 94 0 9- J4 0 6' ►'4 0 8" #5 0 9" p4.O 7" 95 0 8- 3,VERTICAL(EIGHT EL PPE r r - Section - A shot meet w.meed that mown m&m drmrY-q p0. a / �. - �'.•- I 670. F Bars 64 O 12' O 9" g4 O 9' g4 O 6' /4 O 9" 95 O 9' y94'O 7" SS O 6" Concrete FYI as Required. •Inver to Street Grade --Fabricator required to cost lifting loops in base Slab for 12•MNMIM OF%'-a-COMPACTED a-''•y;•. .. ✓. BASE MATERIAL Connate: f,.4.009 psi handing Type 1 ✓k 2 bases, Precast or Cast-n-place SYond[rd Bose I Stec: 1=Grade 60 Slab See Std. Drawing NO`s- 150 and N0. RfN50N DATE '9° LARGE PRECAST LARGE PRECAST o STANDARD MANHOLE DETAIL LARGE PRECAST CONC. MANHOLE r2_, CONCRETE MANHOLES - BASES 3 CONCRETE MANHOLES -TYPES ('_4_� o CWS DETAIL 010 REVISED 02-03 C-3 CWS DETAIL 16C REVISED 12-06 C-3 CWS DETAIL 170 REVISED 12-06 - CWS DETAIL 170 REVISED 12-06 - a NOTES: 1.ALL STEPS SHALL CONFORM W THE L9 MANHOLE U OF ABY TIGHT 2.MANHOLE STEPS MUST BE 71[JrT AND v CanatPUL[k1n joint Construction joint 60"m Manhole Section H )Q. t 1 ALL STEPS NTTNN A MANHOLE WALL NOTE: MAX.. LONG. BAR SPACING IS 12"C.-C. 1'CF-inn t �`yT ■=x-l- U 2-No-4 Hoops 2-Na. 4 Hoops � , Hoop tE of THE SAME DEsics.TYPE.AND a IOAth 1R I•�rpY' Y[f1f'Val+ INVERT TD T -5-D" T - 6-D' T -6.75" +!'r-rte �� Typ- ice"'. SZE.{MIXING OF UNMATCHED STEPS 'V ea l■■ate 1■ices w 1"min -Grout onnulor 1"min - Grout annular / a - STREET GRADE artsn .m6E a CTR ou"O' HmE CW.M. auTld[ wear an Lit , J_L1_L . tom_1 1_L+ �� �,_,{ 5 XOT PERMIT1E01. OUT CaM ilnLenl is clear. apace with nonahrink grout apace with nanahrink grant T 1 1 IL J J. r 1 1 ti 0 Fs,40 TS Ft 0.96 0.15 0.24 4-16 0-09 020 0-13 0.08 0-17 • 1_ J_L ■ / .-V-Ii J_L ■ t-,J6' 8"rT�[Vrarles7] B' Te[Vories] D*cpth of PeTYPE 1 15 Ft to 30 Ft 0.32 016 0.53 0.25 D-19 0.42 0.22 0.16 0.36Jx ��`I 1%'dr RoQtol'D'@ars I I I { / ti I I ■ i::J E'Bars ( I I I { +- e 6"curb 6"curb spigot + 0 Ft to 15 Ft 0.17 015 0.2E U-19 ❑-09 0.22 0-T6 0.08 U. i 1-T1-T�-�T t f 1'Cir. min- It yl �_�+� { rE•a :r,{,•' 0651 IL°[I TYPE 2 25"Dla y� -L I 4g" -L I 9I J.BRDBERG p 619� ' 6" T. 15 Ft to SO FC 0-37 0.18 0.63 0.28 0-19 0.48 0-24 0.16 0.42 I �-Ft � I + � _. w TA (see t 1 <L1J-L�-F1li I -FtJ i+ �... 1 T/2" note 6] •C•Bars-1 Ha 4 hoop req d. for less than 2•-O'dr. between blackout and top of section. { 1 1 1 1 i t 2 Hoops typ. /1 ! I f0-374 d 611 T.LANEY 1�(t"P Ft [trP cy 19"min- See az" 3'dr- "E•Bar, 72"0 Manhole Section NOTE: MAX. LONG. BAR SPACING I5 1z"c.-G. ■ I I >• { 4 I_I 1r :•.d:,.�`.-, C No. 5 Hoo Note 1 2-Na. 5 Hoop See Note 1 INVERT TO T .6-0" T - 7-D' T -7.75" �� I 7 ■�. -1� I r f 6;s 12" CCkKI F S"air. p STREET GRADE amyl wine oN cnL dm�oE wine ant carr. aTmE w�E aI La ` , � r� +_, -r f7 -_p R.ATTANASID J Radial 'D"Boes ♦ ♦ �I "T__ 0 Ft to 15 Ft 0.19 0.19 0.26 0.17 0.16 0.22 0.16 0.14 0.20 a PRECAST BASE SLAB TYPE 5 PRECAST OR CAST-IN-PLACE TYPE 1 15 Ft to 30 Ft 0-33 0.29 0.5E 0-27 023 0-48 0.26 0.26 0.42 COPOLYMER POLYPROPYLENE PLASTIC Afr-dBy' J.BRDBERG w BASE SLAB TYPE 6 "0.0. Manhole " O.D. Manhole /2-GRADE ea REINFORCEMENT ",+? 0 Ft to 15 Ft 0.19 0.13 0.28 0-18 0.15 0.23 0-16 0-17 0.29 1,Add bottom mot of No, 3 bora 1. Add bottom mot of No. 3 bans Hach way TYPE 2 p each way at some spacing as at same spacing as top mat- 15 Ft to 30 Ft 0-36 013 0.65 0.29 0.15 D.52 026 0-17 0.46 N TDP SLAB "A" TOP SLAB "B" top mat. 2.Wall to slab pint shall be fleld grouted. I-All concrete shall hove o 28 day Ultimate 13'CC 'C'Bars- s Wa s HaaPs Y au W TOP w w e % era&Fm Mss THAs s'-a'cot t Lu 2-wool to slab jolt shall be field Grout Is ith manhol Mr slob cast N 2 Ro.s nalfPs r am oIER PPE eLawuTs eE1xeEN RLaanarT AND Tin n see7nM. compressive strength of 4,000 psi. No. 5 hoops 1'dr.min. RL grouted. canlact with manhale section. 2,All reinforcement shall love a m ninum 1 �3 _FOR 3.Curb is Lantinuaus all around 3.Curb is cmtinuous all sound base slob. $3"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12"C--C. y1eld strength of 60,000 psi, (Grade 60). I z I" 1 89TH AND SPRUCE L base stab. a.If curb is not Co9t mot.nolithic with base 3.All I�splices mall se 24 bar diameters INVERT TO T -7-0" T - 8-0' T -8.75" ____ _ _ I II'-6-5/6" _ STIC SAFETY STEP V) 4.w h b e not cast mmolkhlc slab, Slab T Lab may be joint as shown. unless noted otherwise, o-=:' '. SANITARY SEWER STORAGE FACILITY ❑ with base slab,provide S.Base slab Type 6 ma be STREET GRADE arise wsE oN CTR a:TYbE wane cw cin. ansr[ wmr aI car �-• s' Z ce y precast or 4.Add steps as required by Standard Drawing •.• a••A CWS PROJECT NO.65$2 eonstrllfction joint vs shown. cast-in-place concrete• 0 Ft to 15 Ft 0.20 0.13 0.26 0.17 0.12 0.22 D-15 0.10 0.20 NO. 010 Bars'A' .A�,-y = 6.Ts for Bose slab Type 6 asvumes a 6 1/4" TYPE 1 1�. •i- F spigot depth- Adjust Ts far actual spigot 15 Ft to 30 Ft 0.53 0.25 0.59 0.28 0-26 0.50 0.30 0.23 0.45 Bars"6Cl ' ] c -k•,..�R. m depth, TOP SLAB TYPICAL SECTION 05 S/4-GALVANIC BAR w= 1 7.Curb may be costin place against riser 0 Ft to 15 Ft 023 M15 0.33 021 0.17 0.29 0-19 0.19 0.25 v pipe without groutin TYPE 2 15 Ft to 30 Ft 0-36 O.TS O.fi5 0.30 0.97 0..55 0.30 019 0.49 MATERIALS: o:-'.•. 'C'Bars- S HOOPS r�a TOPPIPO W I n} RREQU FOR olnAwa Tim aemH. TOP SLAB "A"' TOP SLAB "B" TOP SLAB 'B" cALYAHI2ED� "' :'' 12' COVER DEPTH y6(3/4"DIA.)GALVANIZED DEFORMED REINFORCING BAR- -a 96"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12"C_-C. �.,•ti .. GALVANIZED BAR CONFOCONFORMING TN ATX ASTM A-6T5 GRADE 40. a SIZE 10$" 12a" INVERT TO T =B-0" T = 9.0' T -9.75" 6" to 12" 4r-{)" to 7'-0" 7'-1" to 22'-{)" GALVANIZED CONFORMING'ATH ASTM A-123. STREET GRADE alTsoE rATrc ON am. wsna NRSL ort cin. a1TrR[ NscE eN cx Size T "A' Bars"B" Bars T "A" Burs"B" Bars T "A" Burs Bars PLASTc: a _--� MANHOLE DETAILS $ Type Depth* V-15' 15`-30` 0'-75` 15`-30' 0 Ft to 15 F! 0.25 0.16 0.33 0.21 0.16 0.z9 0.21 0.14 0.27 F T. i0• 12- 10" T2" TYPE 1 sQ° B' 0.5 O 7 0.5 O 7n� 1�" HoS O 9" No.5 O 9" 12" No-5 O 9" No.5 O 9" MUST CONFORM KITH ASTM C-478- '�,� 4`f� Z 15 Ft to 30 Ft 0.41 0.26 0.77 0.35 0.30 0.66 0.37 0.27 0.59 STEEL REINFORCING BAR MINMIOM 1/2'GRADE B0. w 5 W Sars No,4 0 12' No.5 0 12' No.4 0 12" Na.5 0 12" MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 72" 10" No.5 0 7' No.5 0 7" 12" No.5 0 9" No,5 0 9" 12" No.5 0 7' No.5 O 7" E'Rots Ho-5 O 12' No-5 O 12" Nn-5 O 12' Na.6 O 12" 0 Ft to 15 F! 0.26 0.17 0.34 0.22 0.99 0.30 0.20 0.21 0.28 WITH MECTIOSERRATE SURFED COPOLYMER POLYPROPYLENE raj TYPE 2 WITH SERRATED SURFACES. Cy 15 FL to 30 Ft 0-45 D-T7 0.82 0-37 0-19 0.70 0-34 0-21 0.63 84" 11" NOS 0 7" Has 0 7" 12" No-5 0 6' Nay 0 6" 12" No-6 0 6" No.S 6 7" ❑ T. 15.5' 17,5' 15.5" 17,5' ST FOR cILVANIim 5heet w 9nYert to Street Grade C'Bars- r an Tin a.16,enI AroT res W.rHAR r a 9fi° 12" No.5 O 6" Ho.5 O 6" 12" No.5 O 6" Nay O 6" 14 No.6 O 6" Na.S O 6" MANHOLE STEP �S� STEP Project 6 Bm No.i 0 12' Nay 0 12' No.4 0 12" No.5 0 12" i Ha a Homs a NIL men Por eLaamu7s KPA1rN eWanOUT wD TOP OF%EC,RH. Concrete: ,= 4.000 psi PIgMpE yN.LOHdN0.spy as slaw.r cue.a Aeus Au m a aurERnu,.a NAT a 339449 �� E'Bor Ho-5 O 12' No-5 O 12" No-5 0 12' No.6 O 12" Steel: Grade 50 HSOE wD OU'SKE Paas OFA.m.>ER a NweL HEARD wee FAU.C.eAe9 a,A cu -w OF Wa 1 JOB" NIA NIA N fA 12" No.6 0 6' Na.6 0 8" 1 6" No.7 0 9" Na.7 0 9" CWS DETAIL 100 REVISED 03-03 - N 120"1 N/A I N/A I N/A 1 12"1 Na-6 0 7•1 1 0 7" 16'•1 No-7 0 S- No.71 98-1 RECORD DRAWINGS 145ectlon� w Revisions pawn By T LANEY Date AUGUST 2013 W THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART,ON THE BASIS OF INFORMATION COMPILED BY OTHERS,THEY ARE Haa' 20 LARGE PRECAST CONCRETE LARGE PRECAST CONCRETE MANHOLE LARGE PRECAST CONCRETE NOT INTENDED TO REPRESENT'IN DETAIL THE EXA=I,QCATpN. p W TYPE OF COMPONENT NIG MANNER OF CONSTRUCTION TWE O of 16 MANHOLES- BASE SLABS ,�5 � LONG. BASE SECTION REINF. �� MANHOLES -TOP SLABS �� ENGINEER MILL NOT BE RESPONSIBLE FOR AM ERRORS OR w CWS DETAIL 190 REVISED 12-06 - CWS DETAIL 2CC REVISED 12-06 CWS DETAIL 220 REVISED 12-06 eco OHS AW{MCN AVE BEEN INCaRPORATEI]IHTa THEif A PRE CAST W CONICAL Cn HOLES(T)5ANITART _ COMER ONLY 7 0 CLASS "B" CLASS "A" FOR o 81 SIGNATURES OUTLET ANTS SEALS ORIGREFER MOUND EXCESS HATK HATERIµ `OUTLET NAL SURFACE SPECIFIED N / DRAWINGS,DATED n AS SPEGFi® OV6i TRENCH m ALLOW FOR SETTLEMENT AL JANUARY 2013 uI _ g:_ 12 runYE TOP SD. / y •,•,,' •i " F TOP 90L E%ISTEA Z 95X COMPACTION 9=COPACTDN PRIOR TO EXCAVATION. 4W J 9 FACE �UHDISTURBEO w SANITARY Z �Oi CUIPACTIOM �HAn EAArTH� SLU RRY SEAL OVE R EXISTING - - - - - UNDISTURBED — MATCH EXISTING ASPHALT 24-a 4' EARTH BELOW aa"OFF MATERIAL \ AND NEW PAVEMENT CONCRETE THICKNESS " 5 RFACE - (APPROX,4"TO F THICK) C H2M H I LL DEPTH '3/a_e d.c I 2020 SW 4th Avenue ,AR[s 3rd Floor Portland,OR 97201-0958 27" e• es+�+• EXISTING ASPHALT CONCRETE PAVING ?, TEL 503.235.5000 FAX 503.7363000 n- �•,I •.. I CONC,MANHOLE 3/4--0 CRUSHED 'i°•L•:�}; 112 PIPE TRENCH ROOC 3. p PIPE ZONE •� O.D.PLUS 5" BACKFILL S'PVC INLET � LV 0p, ~_ � Pa-p/2• � Don 31" -N- tii 172 PPE P.D.PLUS 4 MIN,FOR PIPE SMALIER THAN 1g' F 1/2 PIPE O.D.PLUS 6'MIN.FOR PIPE 19"AHD LARGER ~O NOTES: J 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS TRENCH STAOL ICN: CL $. COMER AND FRAME SHALL BE CRAY CAST IRON ASTM A-48 CLASS 30, NOTE: F REGIIIREC'TRENCH STABIWAMON I ®OYER AND FRAME TO BE IAACHINED TO A TRUE BEARING ALL AROUND, ALL COMPACTTION REQUIREMENTS PER SHALL BE SPECIFIED SEPERATELY D PR PLACED PRIOR TO PLACEMENT 4. NOTION UD FOR LIFTING HOOK. AASHTO T-0B AND ODOTIAPWA SPEC OOM PHANGER BEAM DETAIL 12.26:12 y AN ITPLACE HAIRIAL. L} N0. MOM DAT I SUBURBAN AND STANDARD o MANHOLE FRAME AND COVER TRENCH BACKFILL DETAILS PAVING CROSS-SECTION (-3-1 MANHOLE #6 (48" STANDARD, #822651) r4--� o CWS DETAIL 110 REVISED 12-06 C-3 CWS DETAIL S°C REVISED 12-06 NOT TO SCALE SCALE:1r2' =1'-0" C-2 CL 3-X 3'X Ela^ 3 $$WASHER 0 [4 REQUIRED) `x] U 1.518"X 1.518"X 24"LONG �e,[�YYater lC�.s, SS UHISTRUT v SS WASHER AND NUT 3"X 3"X 114"PLATE (2 REQUIRED] 314 OR 1-T18"HOLE Our cammilmenl is clear. o LTS (4 REQUIRED] 72.4" 72A' (2 REQUIRED) 1�-$$BOLT,NUT, FOR EACH. REQ DRILL 1.718"HOLES S"X 4"X 3'� AND WASHER& F EACH,REQVIRED] CARBON STEEL CENTERED IN TUBE SEE NOTE 7 [ ) _ 19' BY' J.BRDBERG D w 8"PUC SS WASHER AND NUT S$WASHERS ------- ----- OUTLET (2 REQUIRED) 1'-8 THREADED SS AS NEEDED 7.6 MIN. UY R.ATTANASIO ROD(2 REQUIRED) W I 12' JOINER NUT FIELD LL [2 REQUIRED] VERIFY �' J.BROBERG 42Y 718"HOLE FOR 314"SS 3' 24'X24'TEE Cw'1 �� EPDXY SET HILTI ANCHOR � JAM NUT , (4 REQUIRED) (4 REQUIRED) N 114' 224"UNISTRUT BARS PLAN VIEW Lwy 114' SEE DETAIL 7 &� SEE NOTE 5 1 1 z 89TH AND SPRUCE 12, S.$" 63T88-2424"Ss SANITARY SEWER STORAGE FACILITY i - - - -— 114" - AWWA PIPE U-BOLT CWS PROJECT NO,6582 _____.__ ____ _______ (2 REQUIRED) -473.8' �^ w V 3"X 3'X 114" I I SS WASHER 70.4" REQUIRED) NUTS AND SS NUTS B" IP (4(4 REQUIRED) ( 4 REQUIRED) _ _ O 48"CIA.PRECAST 4•11 a I CONC.MANHOLE MANHOLE AICD SS WASHER(4 REQUIRED) I B3188-8 8"SS AND SS NUTS{S REQUIRED) AWWA PIPE U-BOLT CONSTRUCTION DETAILS N � n' V ISOMETRIC VIEW -N- Q UNISTRUT DETAIL Sheet w NOTE& NOT TO SCALE _ Prgect g 1, FABRICATE FROM 114"A35 STEEL 439449 FI ALL WELD$118"FILET WELDS C-5 u! 3. GRIND ALL EDGESSMOOTH RECORD DRAWINGS 145ectlDn� w 4, COAT WITH 40mI CERAMIC EPDXY ReWsWRs DrawnT LANEY Dem AUGUST 2013 W 5. WELD SIDE PLATES AT SKEW ANGLE MATCHING MH ID NOTES: BY THESE RECORD❑RAVJIHGS HAVE BEEN PREPARED,IN PART.ON U 1, FABRICATE SUPPORT BEAM FROM 9'X 4'](3f8"BTRVCTURAL STEEL TVBING. THE BASIS OF INFORMATION COMPILED BY OTHERS,THEY ARE a^ae Mai' 20 NOT INTENDED TO REPRESEITT IN DETAIL THE E"' LOCATION, VQrt; 1 w MANHOLE#7 (48" STANDARD, #822652] /51 END BRACKET DETAIL �1 U-BOLT PIPE SUPPORTS L� r7� TYPE�CDMPON TBERENT NG RESPONANNERSIBLE EFORAMERRORSOR , �, loji ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR w SCALE:1t2"=1`-0" C-2 NOT TO SCALE C-3 NOT TO SCALE RECORD HS AW4MCr AVE BEEN INCORPORATED INTO THE C ESTj U sr. ° STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES BMP MATRIX FOR CONSTRUCTION PHASES Lj _ L^ 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED AREAS AS GRADING REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP& w° - !rp sr PROGRESSES.(SCH A.5.6.1i•B•) MASS UTILITY STREET FINAL WET WEATHER LF' LEHM. ST. ewo PST W CLEARING GRADING INSTALLATION RESTORATION CON$TRUCTIONI STABILIZATION (OCT,I-MAY 3I ST) J ACTIVITIES2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 „ m -� �•°e -,=-k T Nn THROUGH MAY 31 EACH YEAR.(SCH A7.&L) EROSION PREVENTION a"�u ' s.' _ PRESERVE NATURAL VEGETATION % % x X FOR °1 LWUS, E 14U w s I DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY IF GROUND COVER % X % SIGNATURES w •yrs " T• a��T a sr,4 V RAINFALL IS FORECAST IN THE NEXT 24 HOURS.(SCH A.7.ak) HYDRAULIC APPLICATIONS AND SEALS REFER w2 PLASTIC SHEETING X % TO ORIGINAL sr C 4, ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORN MUST BE INSTALLED PRIOR TO ANY LAND MATTING DRAWINGS,DATED DISTURBANCE.[SCH A.7.c.1.] DUST COTROL "X X X X X :]F sr•" °* sr. �,K , JANUARY 2013 ¢ S. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR TEMPORARY;PERMANENT SEEDING % % X y BUFFER ZONE % % X ��� E sr � Y CONSTRUCTION{SCHA,iX,lil.1)sr ST. 1 OTHER: tm I "ws m sPwc P , SEDIMENT CONTROL Q 5, ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT FrTY—rT " V COVERING OF EXPOSED SOIL IS ESTABLISHED.(SCH A.7.0i.3.] SEDIMENT FENCE(PERIMETER) % % X w EE NB G} Epp SEDAiEN7 FENCE pN7EPo0R) % % 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE STRAW WATTLES X X X G W e AT ALL TIMES DURING CONSTRUCTION.(SCH h7.d.6(1)) FILTER BERM % % g G.r T O ,H A t �• INLET PROTECTION '4L X % % % f� PFaFc� sT.• ,I,. B. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING DEWATERING I X X LU f a s CONSTRUCTION.(SCH A.7.d.L(2)) SEDIMENT TRAP X X n sr. ,,�YG Y,Wy aareobnnxr OTHER: L is x. - 9. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED RUN OFF CONTROL ��� w ron P�' enr� EQUIVALENT IS TO DRAIN THE SOIL ON-SITE AT A DESIGNATED LOCATION USING APPROPRIATE SM P'6;SOIL MUST BE CONSTRUCTION ENTRANCE ".% % %. X X � ��` DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE.(SCH A,7AAII S) PIPE SLOPE DRAIN am sr J � 2020 SW 4th Avenue a n P iwr" 10, TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR A7 THE END OF EACH WORK DAY OR OTHER OUTLET PROTECTION 3rd Floor SURFACE ROUGHENING X TEA €°' •~� BMP'6 MVS7 BE IMPLEMENTED 70 PREVENT TURBID DISCHARGES 70 SURFACE WATERS.{SCH A,7s.i2.) Portland,OR 97201455$ y r CHECK DBMS �][ X X X X TEL 50 x OTHER: 3.235.5000 FAX 503.735.2000 SITE MAP 11. DEVELOP AND MAINTAIN ONSITE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE.(SCH A.7.e.113) POLLUTION PREVENTION 12, ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. PROPER SIGNAGE -']( % %. X X (SCH A.TeJ@,(2)) HA2 WASTE MOAT % X X SPILL KIT ON-SITE M% L.0 % I X X X 13. THE PERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE,USED OILS,CONTAMINATED SOILS, CONCRETE WASHOUT AREA rr x I X X X NORTH CONCRETE WASTE,SANITARY WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING OTHER: PLAINS CONSTRUCTION.(SEH A.7.&O AND SCH A.7.e.11.4) n - 14, SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK FOREST - - ON THE SITE AND STABILIZED OR PROPERLY DISPOSED,THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND Z GROVE PREVENTED FROM CAUSING A REOCCURRENCE OF THE DISCHARGED WITHIN THE SAME 24 HOURS,ANY I"TREAM CLEAN "SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING AMITY. s UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LAND$REQUIRED TIME FRAME, HuiSeaRD RTLA (SCHA.7.P.i.1) RATIONALE STATEMENT 1= `� 15. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATERBODIES,OR DRY A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP) a SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENTS.(SCH A.713.2) OPTIONS BASED ON DEC's GUIDANCE MANUAL HAS BEEN REVEWE0 TO COMPLETE S EA ERTO THIS EROSION AND SEDIMENT CONTROL PLAN.SOME OF THE LISTED BMP's WERE 1& THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW THE MANUFACTURERS NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE ALOHA a a RECOMMENDATIONS.NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON y *a FERTILIZERS SHOULD BE USED AND CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY SPECIFIC SITE CONDITIONS,INCLUDING SOIL CONDITIONS TOPOGRAPHIC -�, RIPARIAN ZONE,{SCH A,7,fA,3,) CONSTRAINTS,ACCESSIBILITY TO THE SITE,AND OTHER RELATED CONDITIONS,AS + c� =r ro THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN,AN I��' '.1501J G�•;.` 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS REIGNED A HEIGHT OF THE HEIGHT Or THE ACTION PLAN WILL BE SUBMITTED. FENCE ABOVE THE GROUND,AND BEFORE FENCE REMOVAL,(SCH a LI 1B. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS WHEN IT HAS REACHED A HEIGHT OF TWO(2) INITIAL ~O PROD CT TIQN INCHES AND BEFORE BMP REMOVAL.(SCH A,7,f,1i,2) ii 19. CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY SHEET I NDEX 0 FIFTY(W)PERCENT,AND AT COMPLETION OF PROJECT.(SCH k7131,1) � 074 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR.SEDIMENT TRAP MUST OCCUR WHEN THE SEDIMENT EROSION AND SEDIMENT CONTROL PLANS 0 RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY{50)PERCENT,AND AT COMPLETION OF PROJECT.(SCH A.7:f.i.3R4) PAGE NO. SHEET TITLE aean%a -,r Servke5 a 21. DEQ MLIST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE NECESSARY TO TREAT Our c6mmitmeut is cleat CONTAMINATED CONSTRUCTION DEWATERING OR&EDIM ENT AND TURBIDITY IN STORMWATER RUNOFF,($CH A,7,TAi,) C-7 EROSION AND SEDIMENT CONTROL PLAN COVER SHEET 0-B EROSION AND SED WENT CONTROL PLAN O j VICINITY MAP 22, SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY(30]DAYS OR MORE,THE ENTIRE SITE MUST BE TEMPORARILY C-B EROSION AND SED WENT CONTROL DETAILS STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER,TEMPORARY SEEDING,OR OTHER METHOD.(SCH A.8.9,) N5gned B1`' M.STEINER 23, SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN(1 5)DAYS OR MORE ON ANY SIGNIFICANT PORTION OFA INSPECTION FREQUENCY: PROJECT LOCATION: PLANNING 1 ENGINEERING 1 CONSTRUCTION SITE,TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW,COMPOST. DfaxmHy �yN EY NEAR THE INTERSECTION OF BW AVENUE AND HILL OR OTHER TACKIFIED COVERING TFWT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF SITE CONDITION MINIMUM FREQUENCY T. THE SITE(SCH AAb.) SPRUCE STREET,N THE CITY OF TI,ARD, COMPANY CONTACT:JOE BROS ERG 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF,INCLUDING WASHINGTON COUNTY,STATE OF OREGON. 2020 SW 4TH AVE,34 FLOOR RUNOFF FROM SNOWMELT.IS OCCURRING. R.ATTANASIO PORTLAND,OR 972D1 2, PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TOE NSURE THAT EROSION AND SEDIMENT U LAT:45°2G2T6' TEL 503-235SDOO LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES LL LON:122'4901.3' FAX 503-735.2000 IN ANTICIPATION OF SITE INACCESSIBILITY CONTROL MEASURES ARE IN WORKING ORDER.ANY '��d BY J,BROBERG w 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPFR INSTALLATION AND MAINTENANCE OF ALL EROSION NECESSARY MAINTENANCE AND REPAIR MUST BE PROPERTY DESCRIPTION: SURVEYING FIRM AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH LOCAL,STATE,AND FEDERAL REGULATIONS. MADE PRIOR TO LEAVING THE SITE. O CONTRACTOR'S SURVEYOR 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOU NOARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY 3,INACTIVE PERIODS GREATER THAN$EVEN ONCE EVERY TWO(2)WEEKS. F SW B9m AVENUE RIGHT-OF-WAY IN THE rn TO BE DETERMINED SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.WRING THE CONSTRUCTION PERIOD, (7)CONSECUTIVE CALENDAR DAYS. SOUTHEAST}OF SECTION 35,TOWNSHIP 1 NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING U LIMITS,THE OWNERIPERMITTEE MUST MAINTAIN THE DELINEATION SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN, 4,PERIODS DURING WHICH THE SITE IS IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A FOR THE DURATION OF THE PROJECT, NOTE;VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION WASHINGTON COUNTY,OREGON. FENCE OR APPROVED EOVAL, INACCESSIBLE DUE TO INCLEMENT RELEVANT AND ACCESSIBLE DISCHARGE POINT DR 89TH AND SPRUCE N EXISTING SITE CONDITIONS WEATHER. DOWNSTREAM LOCATION, SANITARY SEWER STORAGE FACILITY 2 SITE IS IN PUBLIC RIGHT-OF-WAY IN$W 8M AVENUE, 3, PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMP'9 THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, HOOD RPRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNELTHAT INCLUDES THE EC INSPECTOR. CWS PROJECT NO.6582 Q SANITARY SEWER,WATER,ANO NATURAL GAS UTILITIES PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE OU RATION OF THE ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. ATTENTION EXCAVATORS. RUN PARALLEL UNDER THE SITE. PROJECT, INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEG'S 1200 C PERMIT REQUIREMENTS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEO IN THE FORM OF AN ACTION PLAN. a 4, IF VEGETATIVE SEE➢MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1;THE TYPE AND OREGON LAW REQUIRES YOU TO FOLLOW RULES AOOPTEp E OREGON UTILITY DEVELOPED CONDITIONS PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PIANS. M NOTIFK;A7ION 0N CENTER. PERMITTEE'S SITE INSPECTOR:ENTER.TH05E RULES ARE SET GRADE AND COVER WILL BE RESTORED TO EXISTING TO BE DETERMINED FORTH IN CAR 952.001.0010 THROUGH OAR CONDITIONS.NEW PAVEMENT WILL BE INSTALLED TO 5• ALL PUMPING OF SEDIMENT LADEN WATER SWILL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP Le.[FILTER BAG]. PHONE:YlAGENCY: CLEAN WATER SERVICES 952-001-0080.YOU MAY OBTAIN COPIES OF REPLACE THE TRENCHED AREA,OFF-LINE STORAGE - CC PHONE: {503]661.3660 S THESE RULES FROM THE CENTER ES CALLING SYSTEM WILL BE UNDERGROUND WITH MANHOLE RIMS AT fi. THE ESC PLAN MUST BE KEPT ON SITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY 70 ENSURE THAT FAX; {503]$$1,3$03 EROSION AND SEDIMENT CONTROL 0 ABOUT IF YOU HAVE ANY O TACT H GRHDi-. SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. 3 ABOUT THE RULES,YOU MAY CONTACT THE E-MAIL' PLAN OVER SHEET CENTER.YOU MUST NOTIFY THE CENTER AT 7, THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS,DURING THE DESCRIPTION OF EXPERIENCE: LEAST TWO BUSINESS DAYS,BEFORE NATURE OF CONSTRUCTION 2 CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL,STATE, LU COMMENCING AN EXCAVATION.CALL AND ESTIMATED TIME TABLE AND FEDERAL EROSION CONTROL REGULATIONS.CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM 503-24&$$99, OF AN ACTION PLAN TO DEO PER THE.1200 C PERMIT, UTILITY INSTALLATION(SEPTEMBER-DECEMBER) B. IN AREAS SUBJECT TO WINO EROSION,APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE I'f� ° # TOTAL SITE AREA"0.25 ACRES WATER SPRAYING.PLASTIC SHEETING.MULCHING,OR OTHER APPROVED MEASURES. r 435449 zTOTAL OISTU REED AREA-0.30 ACRES I ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. Cj-6 RECORD DRAWINGS iase��# SITE SOIL CHARACTERISTICS: B4dslons D� By T LANEY Date AUGUST 2013 ALOHA SILT LOAMICOVE SILTY CLAY LOAM THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART,ON rTHE BASIS OF INFORMATION COMPILED BY OTHERS.THEY AHE More'AS SHOWN O PERMEABILITY("IC]FACTOR AT 0.28 TO 0.32 NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATIDN, .,CdC Vey;'AS SHOWN 11 TYPE OF COMPONENT NOR MANNER OF COWATER BODIES: THE $ OF Q RECEIVING ATER BODIES: ENGINEER WILL NOT BE RESPONSIBLE FOR AW ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE LU ASH GREEK RECORD DRAWINGS. I ® 822647 d �rI MANHQL #'I SEDIMENT FENCE, 522651 SEE DETAIL DRAWING 822645 :n 822651 FOR O MANHOLE#? $22646 NO 975 SHT C-8 MANHOLE#2 MANHOLE#6 SIGNATURES Lo MA.NI{OLE#8 AND SEALS REFER R!W k/W R/W— ^ TO ORIGINAL m R/W—RlW_R!W—R!V RlW /W1 P " )y I h CHECK DAM H� N R/V�R!W—p. s_ SEE DETAIL mq �E T, NC '.� - NO,848,H , WING DRAWINGS,JANUARY 2013 0 3ED RAW---41- 55 R< h . ss c lss� H ss —~ www w ss w g w ww Z) syl � �. r _.��. . . . . . . � 4487 - 1—;�• 1— ' ` mcg '.� ' ' ' ' ' ' ' • ' MANHDLEi.'3 L'H2MHILL �f1�f m- ,�. ry1 �'I Cq I COTJ� mrI '6 i' UU" OWA*� W— _ D'NAY _ - R! R R _ _ 2020 SW 4th Avenue • CHECK R - Jrd Floor � 122657 SEE DETAIL WING® _ Portland,OR 972(19-4958 MANHOLE 09 N0.645,SHT..Ga _ _• 822642 TEL 503.235.5000 FAX 503.7363000 ® t' 822640 SEDIMENT FENCE, MANHOLE#4 :: nI. MANHOLE# III MANHOLE#11 SEE DETAIL DRAWING I NO,975,SHT.CB fTIRE WASH [' k+�JI 1 P, I 1 SEE DETAIL DRAWING + 9}! + +s War NO,985,SHT.C-8 r1 na . SEDIMENT FENCE, I ee `•� {I 1JI SEE DETAIL DRAWING v' m w ` NO.875,SHT, ~O 2+0 J I a I I THORN ST.EXTENSION 10.1-12 1 � I j f + „ A N0. nfVOION MIT f' f o GRADING,STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES CL f 1. SEED USED FOR TEMPORARY SEEDING SHALL BE COMPOSED OF THE S. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF FOLLOWING MIXTURES. CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. + + UNLESS OTHERWISE AUTHORIZED: ADDITIONAL MEASURES INCLUDING BUT NOT LIMITED TO,TIRE WASHES. '?IS 1.DWARF PERENNIAL RYE GRASS(80%BY WEIGHT) STREET BREEDING AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL `x] U 1 w A.DWARF GRASS MIX[MIN.100 LWAC.] PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJI dean YYab mices I I [7 � � Z S 2,CREEPING RED FESCUE.S20%BY WEIGHT) 9, ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH Our cammilmenl is clear. D ] III I THE USE OF APPROVED INLET PROTECTION MEASURES,ALL INLET I S,STANDARD HEIGHT GRASS MIX(MIN,100 LINAC.) PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED ➢ df 1.ANNUAL RYEGRASS(40%BY WEIGHT) AS NEEDED. SCALE IN FEET h 2.TURF-TYPE FESCUE[80%BY WEIGHT] 0 pO O 20 iO O c7 �F 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED [7E.419R.�BY' J.BROBERG y D 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGES OF SEDIMENT AND m 2 CONTOUR INTERVAL- 1 FOOT `Y „I n n SURFACE ROUGHEND BY MEANS OF TRACK WALKING OR THE USE OF OTHER SEDIMENT-LADEN WATER. q APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED BEDDING D-xm E�' T.LANEY AND REDUCES RUN-OFF VELOCITY. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS p+ ry 6 T 3+0 IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE � CkKI LEGEND — — 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE STORM WATER SYSTEM.IF THE CONCRETE WASH-OUT AREA CAN NOT BE R.ATTANASIO J !f ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH CONSTRUCTED GREATER THAN 50'FROM ANY DISCHAGE POINT,SECONDARY BRUSH BARRIER ,g@ ! APPROVED MIX AND APPLICATION RATE, MEASURES SH UCH AS BERMS OR TEMPORARY SETTU NO PITS MAY BE , Wd2$ CHECK DAM g?�g REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK J.BROBERG G '4 - 522655 ® 4, TEMPORARY SLOPE STABILIZATION MEASURE SHALL INCLUDE;COVERING ACCESS AND BE CLEANED WHEN IT REACHES 5D%OF THE CAPACITY. �3 MANHOLE 912 EXPOSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR O COMPOST BLANKET glo �� OTHER APPROVED MEASURES. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE NA ^_i. TRANSFERRED TO THE STORM WATER SYSTEM.SWEEPINGS SHALL BE PICKED r il 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION UP AND DISPOSED IN THE TRASH. U CONSTRUCTION ENTRANCE �mT''' CHEdC DAhle AND CONFIGURATION.DURING"WET WEATHER"PERIODS,STOCKPILES SHALL SEE DETAIL DRAWING BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO 89TH AND SPRUCE 1 —�•845,SHT• REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. THE STORM WATER SYSTEM. DIVERSION DIKE •a SANITARY SEWER STORAGE FACILITY Z DIRVERSION DIKE � y S. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF 14, USE.BMPS SUCH AS CHECK DAMS,BERMS,AND INLET PROTECTION TO CWS PROJECT NO.6552 S TEMPORARY SEEDING AND MULCHING,EROSION CONTROL BLANKETS OR PREVENT RUN-OFP FROM REACHING DISCHARGE POINTS, EROSION CONTROL MATTING 822658®MANHOLE#90 „`"75a MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION 15, COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN wFILTER BERM CONTROL MEASURES. APPLYING SEAL COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THE SF MATERIALS TO THE STORM WATER SYSTEM. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL INLET PROTECTION MEASURES INCLUDING THE APPLICATION OF A FILE SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. 0 OUTLET PROTECTION EROSION EROSION AND SEDIMENT 3 a _ h EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION CONTROL PLAN N /r SEDIMENT BARRIER J Ol - ,I 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL.GRAVEL CONSTRUCION g 111fff��_ III ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO N N COMMENCEMENT OF CONSTRUCTION ACTIVITIES. O SEDIMENT FENCE } 5h�et 0 FF � 2. ALL"SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)'SHALL BE INSTALLED IMMEDIATELY FOLLOWING PfO�EGf. w SEDIMENT MAT 0wR fy, ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. \ — — — 439449 " 3. LONGTERM SLOPE STABILIZATION MEASURES'INCLUDING MATTING'SHALL BE IN PLACE OVER ALL EXPOSED RECORD DRAWINGS C'-7 SEDIMENT TRAP J T SAILS BY OCTOBER 1. ,I`}°a°CdIOh w $ ReWslons Draw BF T LANEY Dem AUGUST 2013 ACTIVITIES. INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY FOLLOWING PAVING ACTTIES. THESE RECORD DRAWINGS RAVE BEEN PREPARED,IN PART.ON SHOWN SEEDING AND MULCHING Naa: U • • • • • • z"r 5. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"CRY WEATHER°CONSTRUCTION."WET WEATHER" THE BASIS OF INFORMATION COMPILED BY OTHERS,THEY ARE `xae y, 'e' m CONSTRUCTION MEASURES NEED TO BE APPLED BETWEEN OCTOBER 1st AND MAY 31st NOT INTENDED 70 REPRESENT IN DETAIL THE EXACT LOCATION, .erl:AS SHOWN n W TYPE�COMPONENT NOR MANNER OF CONSTRLICTKON THE � ��j' �6 TEMPORARY SLOPE DRAINS + I ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR If OMISSIONS WHICH HAVE SEEN INCORPORATED INTO THE W , RECORD ENiA4HIIG8. EV CARRLIGA.iER STEEL PANELS -TER FABRIC I MAY BE LASED SHORT TERM P CRUSHED AGGREGATE GREATER THAN FOR 0 31N.BUT SMALLER nWN6 N. ..G It I ANGLE FILTER FABRIC W/MATY WORK AND w/ ILI FENCE TO ASSURE SOIL IS TRAPPED PHASING OF DEVELOPMENT _ ANDSEALSREFER _ TO ORIGINAL 1"REBAR FOR BAG REMOVAL J'- -� ' { DRAWINGS,DATED }l 5P FLS ® JANUARY 2013 CATCH BARN GRATE ,H IN.MIHa+uM UILESBa'RIERWgE �, aPEGFIED eYnaGae ENDNffR m SECTION A-A r Hm rD DCIII INTERLOCKED i \}-�{ F TS Lu CATCH BA51 CRUSHED AOGREGATE GRATER THAN FLS F"Bflq AND ATTACH PLAN VIEW 3 N.BUT SMALLER rWm 6 N. ORIGINAL NTS 6O" AREA DRAIN EXPANSION RESTRAINT CATCH RAISIN j • -.y - 1 as 5 USE STITCHED LOOPS DYER 2"x 2' POSTS NOTES: - •,;; - from I, BURY BOTTOM OF FILTER FABRIC 6" FLOW �H2M H I LL ,`�.•' ,]IH MINHIM UH-LffiSOTXaeNtle VERTICALLY BELOW FINISHED GRADE. SPECFIED BI'ASCNIS ENfAFER _ _ 4th STORM PIPE SECTION B-B 2. 2 K 2 RR,PINE OR STEEL 2D2U SW I �M Jrd Flo Avenue NDT TQscALE i r�4-0" FENCE POSTS- o.w ao<nv_-- or Portland,OR 97201-0958 DITDH TO CARRY RUNOFF 3. POSTS TO BE INSTALLED ON v TO A SEDMEMTTRAPPNG UPHILL RDE OF SLOPE. av { TEL 503.235.5000 FAX 503.7363000 .v DEVICE. C COMPACT—SIDES Or FILTER FABRIC TRENCH- /. 5- PANELS MUST BE PLACED • • P ly sa7� ACCORDING TO SPACW,ON 9�- • 2PROFILE DETAIL NG-940 PLAN VIEW 7127!3'-RUBBER BLOCKS .. DITCH+INLET pe�Ps�,E NTS POLYPROPLENE g FILTER SACK ILVOVEH7 -} WASH RACK A 6'-enop of hogs. Q FILTER FABRIC MATERIAL NOTES: is •;;�'s�•'r`r a 2`$' 36"WIDE ROLLS 1• ADDITIONAL MEASURES MUST BE WOVEN POLYPROPLENE SACT( CONSIDERED DEFENDING ON 501E TYPES. Y°' a BID-FILTER PSS ii STAXEDWERE APPLICABLE USING TYPICAL TIRE (2) I'x2'WOODEN STAKES OR F NATE: NOT TO SCALE APPROVED EQUAL PER BAG- O FOR FURTHER INFORMATION LJ 6-MAXIMUM SPACING FOR.FURTHER INFORMATION 1- RECESSED CURB INLET CATCH BASINS ON DES-ON CRfIERIA SEE NOTE: FOR FURTHER INFORMATION ON DESIGN CRTERJA SEE 3. WHEN USING 30"BIO-BAGS TO FOR FURTHER INFCRNWTTDN a MUST BE BLOCKED WHEN USING FILTER CHAPTER f OF CLEAN WATER MANY DESIGNS CAN BE FIELD �'-8' CHAPTERi OF CLEAN WATER ON OESNGN CRITERR SEE ON DESIGN CRITERIA SEE FRONT VIEW PROTECT A CATCH BASIN YOU MUST FABRICATED OR PREFABPI"-ATED SERVICES EROSION PREVENTION CANTER E OF aEVI WATER FABRIC INLET SACKS. 812E OF FILTER BERVICDI ENT CONTREUEMIOH SERVICES WATER M OL LINTS MAY�USED AND SEDIMENT CONTHCL HAVE 4 BAGS AND THEY SHALL BE SERVICES ERDSION FREVEIRHCAN i FABRIC INLET SACKS TO BE DETERMINED PLANFNIHG AND DESIGN MAN LUL, AND SEPMENT CONTROL MI5 OVERLAPPED BY 6"- A/HSEIHMENTCCHTROI BY MANUFACTURER. PI-iWHIHGAw DEs1GN Mnrr.fu. PLANNING AND DESIGN MANUAL. 67 PLANNING ANDOESISHMAWa, LA0. FIMION SATE TIRE WASH o INLET PROTECTION TYPE 5 1 (MANUAL HOSE WASH) SEDIMENT FENCE (_3_1 INLET PROTECTION TYPE 4 o CWS DETAIL 920 REVISED 12-06 C-7 CWS DETAIL 86S REVISED 12-06 C-7 CWS DETAIL 975 REVISED 12-06 C-7 CWS DETAIL 91S REVISED 12-06 C-7 CL LD o VE sraeeEo 41x 1 +kms ,M. R IMI CR Ai Y FOR FURTHER°lMWTION OG GtillIT151LWE T N' I'N ON DESIGN CRI ERLASEE CHIARTER 6 OF CLEAN WATER aeaI1 �21' ���� U • _ SCR JI C ERO NFPL CYTICN SERVICES EROSION PREVEHTpN Y';1 lS��g5 SO• WIRD SEDWENTCIX 7.Z AND SEDIMENT CONTROL �G ^eye NLWYJNK.W111 Dl=JUN MANi!.:i PLANNJG AND DESIGN VANUA-. Our cammilmanI is CIEaf. n By: J.BROBERG f o4? Lu fmIU5-2V MIH �' X79 ~~ r D-xm�' T,LANEY CLEAN PN RUN OR 3'-B'CLEAN ROCK �., Checkeel 5. �e5 f I I Z //S R.ATTANASIO J SUBCALIOE REINFORCE LENT s1r fI A / AM -d AS REQUIRED 1F"' 1• - - ---- - kY'PT'-d By: J.BROBERG LL B-IAN. --- _ ILI DFPTHf f •20'NN-FOR SINGLE FAMILY AND DUPLEx RESIDENTIAL ' MYL 4' yO CONSTRUCTION CURB RAMP /1'ERLr4P I ILI � 1 A 89TH AND SPRUCE d PAVEMENT p I ! f % SANITARY SEWER STORAGE FACILITY fir- f / �T 7�2 BARRERREOUREv�TOEOFSLCF'E. CWS PROJECT NO.6582 STAPLSS ALAN VIEW PLASTIC SHEETING ISO114=1 V111 � 4 4' 6 DVERVP NOTES: NOTES: TYPICAL SLOPE T PICAL 1- MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. 4 I. TIE ENTLINCE SHALL BE MANTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF ,., .��. B" 2. BARRIER REQUIRED O TOE OF STOCK PILE SEDIMENT ONTO POBUC RIGHT-OF-WAYS.THIS MAY REQTIIRE TOP DRESSING,REPAIR RHD/OR CLEAN SOIL STABILIZATION \ \ _ - 3. COVERING MAINTAINED TIGHTLY IN PLACE OUT Or ANY MEASURES uSm TO TRAP SED&AI NT. / /j// ---- — 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE CMD PUBLIC RIGITT-CF-WAY, /f�/613$111� \,�\/�\, BY USING SANDBAGS OR TIRES ON ROPES WITH A. a S- WHEN WASHING IS REAA1REn,R SWILL BE DONE ON AN AREA STABILIZED WITH LRu5IE6 STONE AO S, ��, ,"� )�' �� MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. EROSION AND SEDIMENT g THAT DRAINS INTO AM APPROVED SEDIMENT TARP OR SEDIMENT BASK. 1. SLOPE SURFACE SHOILL BE FREE OF ROCKS; ❑ {. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SRE VIA THE CONSTRUCTION 2� ENTRANCE.OTHER MEASURES SRALL BE IMPLEHENTEO TG DIVERT RUNOFF THROUGH AN APPROVED CLODS, STICKS AYD OC455 ALSrV&AAA ?S – --_ CONTROL DETAILS AO FILTERING SYSTEM. S)1 HAVE COX 50# CONTACT rypT rO SC41E Zr s- DIMFHs"S z APRLr PEAWN.Emr 5L'f c 6fTORE FL4CBVG PROFILE SINGLE aM°1 20•LONGBYY IN 20'WIDE B'DET OF%"MINUS CLEM ROCK. EBLAwTrS tC,05EYr AA0 STAKE OR NTS j -- STAPLE TO AMNTAW DhVECr CONTACT 0VrH THE U 50•LONG BY 20'WIDE 3-6-CLEAM ROCK, FOR FURTHER FFORMATION #F SGYL, 00 NOT SMETCH. NOTES: PLASTIC SHEETING ��, O GOVERNING AUTHORITY MAY R.EOUIRE GEDTE%TILE FABRIC TO OHDESICHCRIWFIASEE ;7 4- 5rAKAVC OR SrAFYAVC LAYOUT'PER 1, STAKING OF BIG5 REQUIRED USING(2) 7712-WOOD STAKES OR APPROVED EOWL PER BAG. Jf1pEt rO PREVENT SUB-SQL.PUKING CHAPTER4 OF L1-FAry WATER kMNt$ACTU,4ERS SPECINCATxW1 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. Pf4 EG1. L T SERVICES EROSION PREdET/IION w AN REDDEN COHERE 3. CHECK DAMS CAN BE CONSTRUCTED U5NG STRAW WATTLES OR DINO MATERIALS AS APPROVED CWS DETAIL 810 REVISED 12-06 C-7 439449 r FLMFJNG AHD xmm mAHuAL G TDB euw+vr BY THE DISTRICT OR M. V-8 N RECORD DRAWINGS IJ45edloo# �'+ w RewgwDS per,By T LANEY Dem AUGUST 2013 UW THESE RECORD DRAWINGS HAVE BEEN PREPARED,IN PART.ON THE BASIS OF INFORMATION COMPILED BY OTHERS,THEY ARE `Wale NCI'¢'AS SHOWN NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, %6t:AS SHOWN W TYPE OF COMPONENT NOR MANNER OF COHSTRUCTHDN.THE 14 0-r 10 CONSTRUCTION ENTRANCE �� MATTING SLOPE INSTALLATION r6 1 CHECK DAM 1310-FILTER BAG �n ENGINEER MILL NOT BE RESPONSIBLE FOR AM ERRORS OR w CWS DETAIL 855 REVISED 1'2-06 C-7 CWS DETAIL 805 REVISED 12.06 C-7 CWS DETAIL 845 REVISED 12-06 C-7 RECO OHS AW4MCH HAVE BEEN INCORPORATED IHTOTHE