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HomeMy WebLinkAboutSW Bonita Road and Interstate 5 Casing Modifications El I _ _ SW BONITA ROAD ,„„„„„,,, ,,,,,,, Al4rweillX. - CITY OF TIGARDAND INTERSTATE 5 C NG OREGON MODIFICATIONS HAMPTON I ST.' o� in 3 (.SDNBROOK „si h I_ 'OME IrWCREEK� W `� j suNCREE effoRro I o �I�wAr 11GIIICNrf a A 1999 CESTVIEW AVE .—•AL• C i `July NA 29235G,c' i`y�c t MELROSE ST. +t� , VARNS ST. \\ 0.PARKWA VN VARN `..,G gPI4:4%,,, i'�C�y,FIR ST SE �� VARNSST. 0 �N • F • (2, � O I i C o CHERRY 2171b A s� ' COVENTRY i rSANDBURG \ o m �P 1 CT.—�.—�1 �-,O t - m Gt GHEE OROUGH �ST. 5 c, INDEX OF DRAWINGS I.E. 722 A. Qv 57 PARKV/EW DR. TECH CENTER DR. J V MP, 292 5 �' _ / c, . I KRUSE cci LANDMARK V — ---� _ r o LN. T I GARD ///• " — SS.W MEADOWS RD.� Y R. i1 m .\O� ROAD G-1 'ITI LE SHEET, VICINITY MAP & INDEX OF DRAWINGS P . Z3 3 PRO �- 0 • RDE, -EWAY ` Or Er �O o� W G-2 LEGEND & ABBREVIATIONS S o WAY L �- r,T. g BDNITA m , RD. S.W.:) 1NI TA �� ``< -- —� ROAD 11 - ¢ MARA Gp _ g—g WINDFIE, OOP I. HER ¢ > �Fi ° W S x II LANGFORD I 1 LN , fW r G-3 SITE PLAN, PROFILE & GENERAL NOTES ST. i Q a z K MBALL ,� PARK a0 ¢ < i N I m S.W.BURMA RD. � G \\ • AEU • watt SHAKESPEARE RD. j Kw ���•^ RD. I BALEINE ST. \ �. PA G-4 STANDARD DETAILS ., ` a — w RECORD DRAWINGS o��� s Z " c, OAK RIDGE j I E KABLE ST P��Pd x W I o a THIS DRAWING I S FOR RECORD PURPOSES ONLY, AND HAS BEEN z c qp Q Q FlRwooD RD. I KALE LNI Fs a o PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS pL. ASH D sr. KITE � � in RELATIVE TO REPORTED CONSTRUCTED CONDITIONS. WHILE THIS ���` HARRINGrON AV, o Q o INFORMATION I S BELIEVED TO BE REL I ABLE, MURRAY, SMITH & N \:- MADRONA ST 3 j 1 c. ASSOCIATES, INC. MAKES NO ASSURANCES, STATED OR IMPLIED, AS TO a¢RCHILL -o •` ¢ ¢ ¢ WTHE ACCURACY OF THIS DRAWING. THOSE RELYING ON THIS RECORD a WAY ¢ SEVILLE 0„sic'E'S ♦ -\ o DRAWING FOR ANY PURPOSE ARE ADVISED TO OBTAIN INDEPENDENT 0 aoNl sr.i W W r• o VERIFICATION OF ITS ACCURACY. CONTRACT MODIFICATION F� I .,‘ g yII WI m ^ Z i2 'W.s r DR 1 INFORMATION, FABRICATOR'S SHOP DRAWINGS AND OTHER PROJECT ,7 ¢ g m '\ 'g !J 1 uppER "7 FTWY p0 / WASHINGTON I \. ! 1 SUBMITTAL INFORMATION PROVIDED BY THE CONTRACTOR WHICH cr rn FURTHER CLARIFY DETAILS OF CONSTRUCTION MAY BE ON FILE. SEE yo ' L1Q I R ORIGINAL CONTRACT DRAWINGS FOR ENGINEER'S SEAL AND SIGNATURES. ' i� Z y 1W ' • oul -------- o Murray, Smith & Assclates, Inc, `RDST ST. o i� ' ,� Engineers/Planners VERSION 4.0 12-9-97 ) RR ¢ P P/23,3RD Q 'r co. - /I sl. \P�l�� . _. / I II in MOM. 1MM MI MI V— IMIIIIIIIII• Mr MA. MN � U_ MIS — -- MI M O I M UM IIIII I t_ — OM M -A III AM= OM —-= 121 S.A. Salmon, Suite 1020 PHONE 225-9010 VICINITY MAP N Portland, Oregon 97204 FAX 225-9022 SCALE: 1"=1000' o — 0 i 94-03 10.207 6 LEGEND ABBREVIATIONS EXISTING PROPOSED AASHTO ASSOCIATION OF AMERICAN STATE FAB FABRICATING, FABRICATION PE PLAIN END OR POLYETHYLENE HIGHWAY TRANSPORTATION OFFICIALS FCA FLANGED COUPLING ADAPTER PEN PENETRATION WATERLINE 16 16"W ABAN ABANDON(ED) FD FLOOR DRAIN R PLATE ELECTRICITY E E AC ASPHALTIC CONCRETE FH FIRE HYDRANT POT SPAN POTENTIAL SPAN APPROX APPROXIMATELY FIN FINAL/FINISH PRESS PRESSURE GAS 4"G 4"G APPVD APPROVED FIPT FEMALE IRON PIPE THREAD PROP PROPOSED TELEPHONE/TELEMETERY I T APWA AMERICAN PUBLIC WORKS ASSOCIATION FITG FITTING PSF POUNDS PER SQUARE FOOT ASSY ASSEMBLY FLG FLANGE PSI POUNDS PER SQUARE INCH CABLE TELEVISION CATV -- --- CATV AWWA AMERICAN WATER WORKS ASSOCIATION FPT FEMALE PIPE THREAD RC REINFORCED CONCRETE SANITARY SEWER LINE 8"SS 8"SS BFPD BACKFLOW PREVENTION DEVICE FT FEET RD ROAD SANITARY SEWER FORCE MAIN 6"FM 6"FM BFV BUTTERFLY VALVE FTG FOOTING RED REDUCER BK BACK GA GAUGE REIN REINFORCED STORM DRAIN - 8"SD 8"SD BLDG BUILDING GALV GALVANIZED REQ'D REQUIRED BO BLOW-OFF GEN GENERAL RESTR RESTRAINED DRAINAGE DITCH BV BALL VALVE GI GALVANIZED IRON RT RIGHT CULVERT - >--I8"D—‹ CB CATCH BASIN GRVL GRAVEL R/W RIGHT-OF-WAY CCP CONCRETE CYLINDER PIPE GV GATE VALVE SAN SANITARY SEWER ABANDONED LINE CDF CONTROLLED DENSITY FILL H OR HORIZ HORIZONTAL SCHED SCHEDULE FENCE x x xx-x-x- —x-x-x-x-x-x- CI CAST IRON HWY HIGHWAY SD STORM DRAIN CISP CAST IRON SOIL PIPE HYD HYDRANT SHT SHEET CENTERLINE CLR CLEARANCE ID INSIDE DIAMETER SIM SIMILAR EASEMENT/PROPERTY LINE CL CLASS OR CHAIN LINK IE INVERT ELEVATION SL SLOPE Z CENTER LINE SLV SLEEVE EDGE OF PAVEMENT AC INSTL INSTALL / CMP CORRUGATED METAL PIPE SPECS SPECIFICATIONS INSUL INSULATED/INSULATING CONC CONCRETE SPL SPOOL CURB _ CONTR CONTRACTOR IPS IRON PIPE SIZE SST STAINLESS STEEL STRUCTURE OR FACILITY _ COT CITY OF TIGARD JT JOINT STA/STN STATION BUTTERFLY VALVE }� I}I CU COPPER kPc KILOPASCAL STD STANDARD CU FT CUBIC FEET STL STEEL GATE VALVE ® ® CORP CORPORATION LDP LOCAL DATUM PLANE LT LEFT TB THRUST BLOCK CPLG COUPLING MANHOLE O O CR CRUSHED ROCK MATL MATERIAL TEL TELEPHONE TEMP TEMPORARY AIR INJECTION ASSEMBLY I-■ CT COURT MAX MAXIMUM TRANS TRANSITION CY CUBIC YARDS MFR MANUFACTURER BLOW-OFF ASSEMBLY -o CYL CYLINDER MH MANHOLE TYP TYPICAL AIR RELEASE ASSEMBLY MIN MINIMUM VERT VERTICAL DBL DOUBLE MIPT MALE IRON PIPE THREAD DCDA DOUBLE CHECK DETECTOR ASSEMBLY W WATER FIRE HYDRANT ASSEMBLY 6 05. DEQ OREGON DEPARTMENT OF MJ MECHANICAL JOINT W/ WITH MM MILLIMETER COLLAR THRUST BLOCK ' ENVIRONMENT QUALITY MPc MEGAPASCAL W/O WITHOUT DET DETAIL W/IN WITHIN THRUST BLOCK A A DI DUCTILE IRON MPT MALE PIPE THREAD YD YARD UTILITY POLE DIA DIAMETER MSE MECHANICALLY STABILIZED EARTH DIM DIMENSION NO NUMBER GUY WIRE ) DWG DRAWING(S) NTS NOT TO SCALE CATCH BASIN/FIELD INLET ® ® E ELECTRICITY OAR OREGON ADMINISTRATIVE RULES EA EACH OC ON CENTER LUMINAIRE - EASE EASEMENT OD OUTSIDE DIAMETER TREE DECIDUOUS 0 0 ELEC ELECTRIC ODOT OREGON DEPARTMENT OF TRANSPORTATION ELEV ELEVATION ORIG ORIGINAL TREE CONIFEROUS 0 0 EP EDGE OF PAVEMENT EXIST EXISTING F- cn w E a N) n N 0 0 1 N) 1 n 0 0 cv 1 0 cc o NOTICE JRP RECORD fa SHEET 0 0 h 1 DESIGNED DRAWINGS '__ Murray,Smith&Associates,Inc. -�� N iiaTnG HCM _ Ti _ __ „,00, SW BONITA ROAD 0 DRAWN SEE DISCLAIMER, e E _ Engineers/Planners clivOFTIGARD AND INTERSTATE 5 LEGEND �t ABBREVIATIONS IF THIS BAR DOES m= E = �— o NOT MEASURE 1" JSJ SHEET 1. - =-- - ORE60N CASING MODIFICATIONS v THEN DRAWING IS CHECKED VERSION 4.1 121 S.W. Salmon, Suite 1020 Phone (503) 225-9010 c n 3- 15-00 JRP RECORD DRAWINGS NOT TO SCALE 12_9_97 Portland, Oregon 97204 Fax (503) 225-9022 2 of 4 C� NO. DATE BY REVISION PROJECT NO.: 94-0310.207 I SCALE: AS SHOWN' DATE: JULY 1999 GENERAL NOTES: I. THE CONTR SHALL POTHOLE & VERIFY LOCATIONS, ELEVS, TYPES I o I i. & SIZES OF EXIST UTILITIES PRIOR TO CONSTRUCTING NEW w PIPING & SHALL NOTIFY ENGINEER OF NEED TO ADJUST PIPING x I L I `� INSTALLATION ACCORDINGLY. POTHOLING & TRENCH EXCAVATION I I I SHALL SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW REQ'D \ 1 ELEV & ALIGNMENT ADJUSTMENTS TO BE ACCOMPL I SHED W/0 REWORK. ADJUSTMENTS SHALL BE EXPECTED & CONS I DERED t E - E _ I NC I DENTAL. NO ADDITIONAL PAYMENT SHALL BE MADE FOR \ E _ _ --1-__ -:........:... ... ...0.: :N REWORK & DELAYS RESULTING FROM FAILURE TO POTHOLE FOR \ E Q -— -- UTILITIES SUFFICIENTLY IN ADVANCE OF WORK. 1 \crl 2. CONTR SHALL COMPLY W/ALL OREGON DEPARTMENT OF I SW BON I TA ROAD (BR I DGE) ENVIRONMENTAL QUALITY (DEQ) REQUIREMENTS IN THE DISPOSAL \ o OF SUPER CHLORINATED WATER. SEE SPECIAL PROVISIONS. 1 v' \ 3. BASE MAPPING PROVIDED BY ODOT. LOCATIONS OF EXIST \ 1 UTILITIES ARE BASED ON INFORMATION SUPPLIED BY THE . •• •• • •....�;:;:. "UT I L I T I ES & ODOT. AS REQ D BY STATE LAW, THE CONTR SHALL I "- - OB TA I N UTILITY LOCATES PRIOR TO COMMENCING CONSTRUCTION. :� � :�: :�:�:�: . :�:�:� :�:�:= 7==== . ABANDON EXIST PIPING &IFITGS: \ \ 4. ALL PLANTERS, LANDSCAPING, STRUCTURES, LOTS, SWALES, \, I I i 7 DITCHES, CURBS, SIDEWALKS, FENCES, WALLS, MAILBOXES, SIGNS, APPROX 45 -2,4 D I W O I 2-24" x 24" TEES �\ ) A I I I i // GUY WIRES, PIPING & UTILITIES DISTURBED DURING , CONSTRUCTION TO BE RESTORED TO EXIST CONDITION UNLESS APPROX 8', I-24" )f 16" REDin Ill , VERIFY, SEE ONO TB'S ~ ~ / OTHERWISE SPECIFIED. CONTR SHALL REPAIR ALL UTILITY w / GEN NOTE I 0 2 I — 0 — 0 I I SERVICES DAMAGED DURING CONSTRUCTION & SUCH REPAIR SHALL 3 I Z I / BE CONSIDERED INCIDENTAL TO PIPELINE INSTALLATION. - -- -_ Cr> I i;: ;:; I i / RESTORE REMOVED 24'DI--0+00 -- 24"D if I I `:I' I I FENCING (TYP), SEE t 1+00 I :; ::.: I 0 : ' I i EXIST 16" BFV �\ g GEN NOTE 4TEES BENDS & F 1 T -T---16DI- IL RESTRAINED JT UNLESS OTHERW I IDENTIFIED. T _ -- -----i F--___+_- :: \ , - - —E E F 24 D I-- -�1� L 6. CONTR SHALL PROVIDE TEMPORARY TAPS & BLOW OFFS & EXIST ELECTRICAL BOX I 0 3 I E _ --______I I \ 7 - 8 D(- THRUST RESTRAINTS AS REQ'D TO FACILITATE FLUSHING, TESTING O -E --- ' -- - & DISINFECTION OF WATERLINES. AT COMPLETION OF PROTECT EXIST UTILITY ; EXIST 36 DIA I I POLE AS NECESSARY, I STL CASING I VAULTS DISINFECTION, REMOVE TEMPORARY TEST TAPS & REPLACE /I SEE GEN NOTE 4 15 o I I - - - - - - - W/TEMPORARY PLUGS UNTIL CONNECTIONS TO EXIST FACILITIES 1.1 r 8 i/ • EXIST RETAINING WALLPARKING LOT 7THECORSHALL COORDINATE WATERLNE SHUTDOWN W/CITY ::;; OF T I GARD & PROVIDE A MIN OF 72 HOURS ADVANCE NOTICE ; ... .... I i // i PARK I NG LOT .... PRIOR TO PERFORMING THIS WORK. SITE PLAN 8. ALL VALVES & F I TGS SHALL BE MIN CLASS 150. D I PIPE SHALL SCALE: 1 "=20' A BE CLASS 52. w N 1- 0 9. THE CONTR SHALL COMPLY W/ALL OREGON DEPARTMENT OF 1- o z cn in TRANSPORTATION (ODOT) REQUIREMENTS FOR WORK IN ODOT R/W. x N w wr0 10. ALL WATERLINE WORK SHALL BE CONSTRUCTED IN ACCORDANCE 195 w q w w 195 W/CITY OF T I GARD STANDARDS. 1- _1 0 - 0 Z > + Ox > w LO > Nzc -Li- I- -_ 190 w00 oI- A c) A 1-- oww x w- r-i � z o w cn0 < > w I90 CONSTRUCTION NOTES: II w z ~— �, ww o — � 1 — ;- o w Inst w ON II NQ ")—Q w w _, \ STA 0+33 A0STA 2155 1- o LU xou_ 0 r�ww oNowo w +w< 1- NI- 0 - �/ INSTALL: INSTALL ° 185 - Q_ 0 O+ 1- 0 0 O+p- I- EXIST GRADE o oa - Q- o w\ o/ 85 I- 16 x 24 RED, MJ x PE I 24" 22 I/2 VERT BEND, MJ x (ON o-w o x 1- x cc w CONQ> o- <_ a.0 o_ N AT CASING Qo_ w tnw a �� I-24 x 24" TEE, MJ Q - -_ o 1- x a X 1- z 6 x j w� \\� / 1- 16" LONG SLV \ STA 2170 -\a cnwa � v1w,n w / INSTALL: ____ --__ EXIST PIPING & CONNECT TO EXIST 16 W 180 / �\ / ---_-__ - /, 36 MIN I 24" II I/4° VERT BEND, MJ / I r---- ---- J� COVER (TYP) FITGS TO BE 180 0 \ STA 0+26, APPROX 8' LT __--- n� REMOVED AS REQ D CONNECT TO EXIST 24" W O CONNECT STA 8T0 EXIST 24" W EXIST 36" DIA EXIST 24" DIA w INSTALL: INSTALL: 175 EXIST 16" DIA STL CASING I WATERL 1 NE I-24" LONG SLV WATERLINE "' E I-24 LONG SLV I r �■Ln STA 0+33, APPROX 8' LTINSTALL: \7 CUT AC SHOULDER AS REQ'D. RESTORE MIN ��� 24 D I A SURFACE AS REQ'D BY ODOT PERMIT PROPOSED 24" DIA O I-24 x 24 TEE, MJ 170 EXIST DI DI WATERLINE I70 I-BO ASSY & DETAIL 2, SHT G-5 " WATERLINE PROPOSED 36" DIA STL A PROPOSED 36 DIA STL I-TB Q O PROPOSED 24 DIA CASING EXTENSION, 18' o SEE DET 3, SHT G-5 8 STA 2+55 D I WATERL I NE CASING EXTENSION, 15' LENGTH, SEE DET I; SHT G-5 L: LENGTH, SEE DET 1, SHT G-5 I-24" LONG SLV • 0+00 0+20 0+40 0+60 0+80 I+00 1+20 1+40 I+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 A \ STA 0+79 o INSTALL: PROFILE UTILITY VAULT MODEL 676 PER o CONTRACT MODIFICATION NO. I SCALE: I vi (PRECAST TOP & MIDDLE W/CAST "=20' HOR Z; I "=5' VERT o IN PLACE BOTTOM) NOTICE JRP RECORD (-- SHEET oo O 1 DESIGNED , 1jj1li HCM/DJV DRAWINGS MurraySmith&ASsociates,Inc. _.>l SW BONITA ROAD SITE PLAN, PROFILE o IF THIS BAR DOES DRAWN SEE DISCLAIMER, - Engineers/Planners CRY OFTIGARD AND INTERSTATE 5 AND GENERAL NOTES G-3 NOT MEASURE 1" JSJ SHEET 1. OREGON CASING MODIFICATIONS A 3- 15-00 JRP RECORD DRAWINGS THEN DRAWING IS CHECKED VERSION 4.1 121 S.W. Salmon, Suite 1020 Phone 503 225-9010 NOT TO SCALE 12-9-97 Portland, Oregon 97204 Fax (503) 225-9022 3 of 4 6 NO. DATE BY REVISION PROJECT NO.: 94-0310.207 I SCALE: AS SHOWN' DATE: JULY 1999 PROPOSED CASING, LENGTH AS REQ'D EXISTING CASING CASING TRENCH PIPE TRENCH (SEE PLAN & PROFILE)PROPOSED 36" OD STL CASING, .A SYMBOL SURFACE RESTORATION REQUIREMENTS W/ 5/16" WALL THICKNESS, - _ A REPLACE REMOVED ASPHALT W/A M I N SEE SPECS & NOTE I OI 2O OF 6" CLASS "C" AC OR EXIST CEMENT GROUT CAP P4"I x " RED OODSEE NOTE 3 SAW CUT f 12 NATIVE MATL NATIVE MATL PAVEMENT DEPTH, WHICHEVER I S NEW 24" A. � \,' GREATER, NON-ASPHALT SURFACES CARRIER PIPE, WELD JOINT, SEE SPECS ..••.,,• „s;!tC %\ ,%N �;; '�/1,<���!��'%< , '„, �^,� ��5c ,��,�<�,, ,,� SHALL BE RESURFACED TO MATCH SEE NOTE 4 .�: s... L; „c72 �"„>(„c )c„^)roc„ > EXIST. PROVIDE GRVL SURFACE EXIST 24" o .��.;•�.�� ate,^<S)c„<�)c,-.<)��c3^vc33 / z WITHIN DITCH LINE & MIN 12" OF CARRIER PIPE EXIST BASE ROCK % ••y, i� c ALL JTS TO BE v REMOVE EXIST moo••. c S c^ ^� > l w RESTR, SEE GEN CEMENT GROUT CAP /. 12 ^c,;-)^..,)- >^'A-? � NATIVE MATL OUTSIDE OF DITCH 3/4 0 COMPACTED y^�a<^ ac ^>c ^�f I c „c. c > . � ; ),y,sc = o L I NE, REPLACE EXIST LANDSCAPING. TRENCH BACKFILL �(�S>c,<S)c„<3�)c3��)c33 % 1 o FOR GRVL RESURFACING, SEE SPECS. NOTE 5 ®� � ���� ,8 &°a3 3 - to /� STL CASING �/ 80fi ;; N 1 .A. REPLACE TOPSO I L W NATIVE MATL. 36" �°, '\ a8 OW �s IED EXIST PIPE 3/4"-0" COMPACTED 0 3/4"-0" COMPACTED j } FINISH TRENCH SURFACE TO MATCH SUPPORTS � � PIPE ZONE BACKFILL, ORIG CONTOURS. REPLACE EXIST .111111r PIPE ZONE BACKFILL ,� o , o D I WATERMA I N y SEE NOTE I �i g 0 ; LANDSCAPING. (TYP FOR CASING & r jF5 , �o� �� - �= WATERMA I N), SEE NOTE 1 •, ��� y°°°8 � BELL/F I TG 24 , •0.° �� 0: y ° ti % M , MIN4 EXIST 36" STL il...�!.i.!. !.<.�,.!.�il,. .. ��! NOTES: CASING, SEE NOTE 4" 12" MIN 3/4"-0" COMPACTED 12 BACKFILL REQUIREMENTS I. CONTRACTOR SHALL INSTALL NEW CASING SUCH THAT NEW CASING 3/4"-0" COMPACTED PIPE BEDDING MIN WILL MATCH EXIST CAS I NG'S ALIGNMENT & GRADE. PIPE BEDDING DIA + 24" DIA + 24" O FURNISH & INSTL AGGREGATE BEDDING, PIPE ZONE & TRENCH 1 - BACKFILL, TO PAVEMENT BASE. 2. INSTALL OPEN TRENCH CASINGS IN ACCORDANCE W/THIS DETAIL COMPACT MATL IN LIFTS TO ACHIEVE & TYPICAL TRENCH DETAILS. 95% OF MAX DENSITY IN ACCORDANCE 3. CONTRACTOR SHALL TRIM OR SHIM NEW REDWOOD PIPE SUPPORTS W/AASHTO T-99. TO MATCH EXIST. O FURNISH & INSTL AGGREGATE BEDDING 4. CARRIER PIPE JOINTS SHALL BE RESTRAINED. & PIPE ZONE BACKFILL COMPACTED TO 95% OF MAX DENSITY PER AASHTO CASING DETAIL 0 TYPICAL TRENCH DETAILS T-99. FURNISH & INSTALL NATIVE 0TRENCH BACKFILL TO FIN GRADE NTS NTS COMPACTED TO 90% MAX DENSITY PER AASHTO T-99. B 12" 36" 12" 2" BRASS PLUG v 18" CI 910 BOXES \� HAND TIGHT BEARING R MIN 24" DIA X3/4" STLR 4" CONC THRUST BLOCK 24" x. /`;`�`.):,k/`�`�`/�►ter 1711111 GRADE 60 REBAR (8) #5 DOWELS @ 12" 3000 PSI 28-DAY OC TYP EA WAY 36" DIA STL CASING I COMPRESSIVE STRENGTH 3" CLR5'x2' CONC PAD 2" ADAPTER COPPER IN 12" MIN 12" MIN nl11(NSWEAT TO F I PT I iI THRUST CARRIER DIA PIPE 2" COPPER TUBING (TYP) �I III - =III-11 �•gg o�g 00$ QII III111J11 /�- TYP GATE VALVE (SEE II � �� CITY DETAIL NO. 503) _ MEGALUG RETAINER (BUTT II TIGHT & BOLT TO BEARING 3" CLR (TYP) !�►����� I_I � ;<' I �' 4" NEW PIPE R) LOCATE ON COMPRESSION =11 �����®MI Hij .`� � " REDWOOD x 4" PIPE `± �!I ��! SIDE OF COLLAR BLOCK (4) #5 D I AG II It!►'_NWINI I1= _ �`_ � SUPPORTS BANDED W/SS �� o •. II i��I�Ir.•����, © 45 =11 M��.: V':ma 11= �� STRAPPING (INSULATE FROM 77e�'i:titu`; 3" CLR TYPEll opeomo CARRIER PIPE W/50# .•el ti'ki.* ;j e*;1 IV k►%�,.i: ;.iw �''` y I III forw�■pi I III ASPHALT FELT). SECURE '`'`'�`' ----,�,,,N,. T,,\ ,�,, ,,, .,N' 2 ELL COPPER SLIP 3 CLR TYPEITMIIIkilltGll HE BANDING TO PIPE SUPPORTS. 2" ADAPTER COPPER 1 SWEAT TO MIPT 4 12" MIN CONC PIER BLOCK TRENCH WIDTH 2" TAPPED TYTON JT PLUG OR MJ NOTES: + 24" w CAP W/MEGALUG RETAINER GLAND I. CONC THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH ON E NOTES: SIDES & BOTTOM OR 95% COMPACTED GRANULAR BACKFILL. I. THREADED BRASS PIPING MAY BE USED IN PLACE OF COPPER TUBING. N SECT I ON A PERMANENT BLOW OFF ASSEMBLYlb COLLAR THRUST BLOCK 4 SECTION B o NTS - NTS NTS - NTS - 0 n inT CLD c) i r-A o NOTICE JRP RECORD r= SHEET 0 4 i DESIGNED DRAWINGS =_ Murray,Smith&Associates,Inc, SW BONITA ROAD ii DJV/BAH SEE DISCLAIMER, = = — = Engineers/Planners CRY OFTIGARD AND INTERSTATE 5 STANDARD DETAILS G-4 IF THIS BAR DOES DRAWNp NOT MEASURE 1" JSJ SHEET 1. ORE60N CASING MODIFICATIONS v THEN DRAWING IS CHECKED VERSION 4.1 121 S.W. Salmon, Suite 1020 Phone (503) 225-9010 a A 3- 15-00 JRP RECORD DRAWINGS NOT TO SCALE 12-9-97 Portland, Oregon 97204 Fax (503) 225-9022 4 of 4 6NO. DATE BY REVISION PROJECT NO.: 94-0310.207 I SCALE: AS SHOWN' DATE: JULY 1999