Loading...
HomeMy WebLinkAboutSW Beef Bend Road Waterline Relocation GENERAL NOTES LEGEND A33 V E ATIONS I. THE CONTR SHALL POTHOLE & VERIFY LOCATIONS, ELEVS, TYPES & SIZES OF EXIST UTILITIES PRIOR ABAN ABANDON TO CONSTRUCTING NEW PIPING & SHALL NOTIFY ENGINEER OF NEED TO ADJUST PIPING INSTALLATION PROPOSED WATERLINE I2"W ADPTR ADAPTER ACCORDINGLY. POTHOLING & TRENCH EXCAVATION SHALL SJFFICIENTLY PRECEDE LAYING OF PIPE TO APPROX APPROXIMATELY ALLOW REQ'D ELEV & ALIGNMENT ADJUSTMENTS TO BE ACCOMPLISHED W/O REWORK. ADJUSTMENTS SHALL APPVD APPROVED BE EXPECTED & CONSIDERED INCIDENTAL. NO ADDITIONAL PAYMENT SHALL BE MADE FOR REWORK & METER ® ASSY ASSEMBLY DELAYS RESULTING FROM FAILURE TO POTHOLE FOR UTILITIES SUFFICIENTLY IN ADVANCE OF WORK. WATERLINE (TO BE ABANDONED) 7vyvfif,�,��v,vrv,vf AWWA AMER I CAN WATER WORKS ASSOCIATION BO BLOW-OFF 2. CONTR TO PAY TIME & MATERIALS TO CITY OF TIGARD FOR REPAIRS MADE TO SERVICE LINES & OTHER LONG SLEEVE II BOT BOTTOM PIPING DAMAGED DURING CONSTRUCTION. REPAIRS TO BE MADE BY CITY OF TIGARD WATER DISTRICT. COUPLING CARV COMBINATION AIR RELEASE VALVE CCP CONCRETE CYLINDER PIPE 3. CONTR SHALL COMPLY W/ALL OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) REQUIREMENTS IN CDF CONTROLLED DENSITY FILL THE DISPOSAL OF SUPERCHLORINATED WATER. SEE SPECIAL PROVISIONS. WATER SERVICE STREET 13515 CHKV CHECK VALVE ADDRESS NUMBER CI CAST IRON 4. SEE DET 4, SHT 2-W FOR TB DETAILS. CL CLASSCONC CONCRETE 5. LOCATIONS OF EXIST UTILITIES ARE BASED ON INFORMATION SUPPLIED BY THE UTILITIES. AS REQ'D PROPOSED BLOW-OFF ASSEMBLY -0 CON CONNECTOR BY STATE LAW, THE CONTR SHALL OBTAIN UTILITY LOCATES PRIOR TO COMMENCING CONSTRUCTION. CONTR CONTRACTOR PROPOSED AIR RELEASE ASSEMBLY �0 CORP CORPORATION 6. ALL PLANTERS, LANDSCAPING, STRUCTURES, LOTS, SWA_ES, D ITCHES, CURBS, SIDEWALKS, FENCES, WALLS, COP COPPER MAILBOXES, SIGNS, GUY WIRES, PIPING & UTILITIES DISTURBED DURING CONSTRUCTION TO BE RESTORED PROPOSED FIRE HYDRANT ASSEMBLY 4 CRLG COUPLING CR CRUSHED ROCK TO EXIST CONDITION UNLESS OTHERWISE SPECIFIED. CONTR SHALL REPAIR ALL UTILITY SERVICES DAMAGED DURING CONSTRUCTION & SUCH REPAIR SHALL BE CONSIDERED INCIDENTAL TO PIPELINE PROPOSED THRUST BLOCK CSP CONCRETE SEWER PIPE D DRAIN INSTALLATION. DET DETAIL DI DUCTILE IRON 7. ALL JTS ON PIPING, VALV TEES, BEND & FITGS SHALL BE R STR JT UNLESS OTHERWISE VALVE S Y Iv 3 O L S DIA DIAMETER SPECIFICALLY IDENTIFIED. R RESTR JT; SP STD PUSH-ON JT. QR STATIONS IDENTIFY MIN RESTR RECORD DRAWINGS DWG DRAWING LENGTH FROM FITG OR DEAD END. MAINTAIN MIN RESTR LENGTHS. ELEC ELECTRIC(AL) BURIED THIS DRAWING IS FOR RECORD PURPOSES ONLY, AND HAS BEEN ELEV ELEVATION 8. CONTR SHALL PROVIDE TEMPORARY TAPS & BLOW OFFS & THRUST RESTRAINTS AS REQ'D TO FACILITATE PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS EMT ELECTRICAL METALLIC TUBING FLUSHING, TESTING & DISINFECTION OF WATERLINES. AT COMPLETION OF DISINFECTION, REMOVE BUTTERFLY VALVE I}I RELATIVE TO REPORTED CONSTRUCTED CONDITIONS. WHILE THIS EQ EQUAL TEMPORARY TEST TAPS & REPLACE W/TEMPORARY PLUGS UNTIL CONNECTIONS TO EXIST FACILITIES ARE INFORMATION IS BELIEVED TO BE RELIABLE, MURRAY, SMITH & EXIST EXISTING / ASSOCIATES, INC. MAKES NO ASSURANCES, STATED OR IMPLIED, AS FAB FABRICATE(D) COMPLETE. SEE DET THIS SHT. GATE VALVE ® TO THE ACCURACY OF THIS DRAWING. THOSE RELYING ON THIS FH FIRE HYDRANT RECORD DRAWING FOR ANY PURPOSE ARE ADVISED TO OBTAIN FITG FITTING 9. CONNECTIONS TO EXIST WATERLINES MAY REQUIRE TEMPORARY SHUTDOWNS OF EXIST FACILITIES. THE INDEPENDENT VERIFICATION OF ITS ACCURACY. CONTRACT FLEX FLEXIBLE CONTR SHALL COORDINATE THIS WORK W/THE AFFECTED UTILITY & PROVIDE A MIN OF 72 HOURS ADVANCE MODIFICATION INFORMATION, FABRICATOR'S SHOP DRAWINGS AND FLG FLANGE(D) NOTICE PRIOR TO PERFORMING THIS WORK. OPERATION OF VALVES SHALL BE BY CITY OF TIGARD WATER NOTE: OTHER PROJECT SUBMITTAL INFORMATION PROVIDED BY THE FLR FLOOR DISTRICT ONLY. CONTRACTOR WHICH FURTHER CLARIFY DETAILS OF CONSTRUCTION G GAS I. FOR ALL OTHER SYMBOLS & MAY BE ON FILE. SEE ORIGINAL CONTRACT DRAWINGS FOR GALV GALVANIZE 10. ALL VALVES & FITGS SHALL BE CLASS 150. DI PIPE SHALL BE CLASS 52. ABBREVIATIONS, SEE SPECIAL PROVISIONS. ENGINEER'S SEAL AND SIGNATURES. GV GATE VALVE VERSION 4.0 12-9-97 GVL GRAVEL II. THE CONTR SHALL COMPLY W/ALL WASHINGTON COUNTY PERMIT REQUIREMENTS FOR WORK IN & ID INSIDE DIAMETER RESTORATION OF COUNTY ROADS. IE INVERT ELEVATION IN ROADWAY OFF ROADWAY IJ INSULATING JOINT 12. ALL WATERLINE WORK SHALL BE CONSTRUCTED IN ACCORDANCE W/CITY OF TIGARD STANDARDS. - JT JOINT MECH MECHANICAL CI RECESSED HANDLE COVER 13. CONTR TO PROVIDE AN ECLIPSE NO 83 SAMPLING STATION MANUFACTURED BY KUPFERLE FOUNDRY, ST. I MIN MINIMUM LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, W/A 3/4" FIPT INLET & A 3/4" REPLACE AC 3" MI /W/°WATER" CAST IN TOP SURFACE MJ MECHANICAL JOINT UNTHREADED HOSE NOZZLE. ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, DEPTH OR EXIST 24" X 24" X 4" CHICK NTS NOT TO SCALE ALUMINUM-CAST HOUSING. WHEN OPENED, THE STATION SHALL REQUIRE NO KEY FOR OPERATION & THE THICKNESS, WHICH- 3000 PSI CONC RESTING PAD OPNG OPENING WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS SHALL ALSO BE OF BRASS & BE 2" ELB & HOSE EVER IS GREATER OSHA OCCUPATIONAL SAFETY & REMOVABLE FROM ABOVE GROUND W/NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE FITG AS REQ'D I RESTORE GROUND SURFACE HEALTH ADMINISTRATION STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING & TO MINIMIZE BACTERIA \ /// PE PLATE 2" AWWA GV W/2" �I — PLAIN END GROWTH. THE EXTERIOR PIPING WILL BE BRASS & A I/4" BALL VALVE SHALL BE PROVIDED IN PLACE OF OPERATING NUT /////////•`J1 —�I PRESS PRESSURE THE I/4" PET COCK ON THE VENT PIPE. =IdI e:• •.l 118 I I—III= PRV PRESSURE REDUCING VALVE COLLAR TB W/RE I NF & - • i I I I-I 11- °•••ll II i III—� PVC POLYVINYL CHLORIDE 14. CITY WILL INSTALL ALL COPPER SERVICES & SAMPLING STATIONS PRIOR TO BLACK TOPPING OF PIPE CLAMPS AS REQ'D, " RECT RECTANGLE STREETS. SEE NOTE I 6" MIN I I OPERATOR EXTENSION RED REDUCER 12" MAX I REQ'D TO BRING D I REINF REINFORCE(D) 1=i OPERATOR WITHIN 15. ALL PIPING SHOWN HATCHED SHALL BE CAPPED AS NECESSARY & ABANDONED IN PLACE OR REMOVED & 111 RICH MODEL 910 18" OF GRADE, SEE REQ'D REQUIRED DISPOSED OF. EXPENSES OF PIPING ABANDONMENT & REMOVAL SHALL BE INCIDENTAL TO PIPE MAIN _ IRESTR RESTRAINT, RESTRAINED 2" GALV ELB CI VALVE BOX i CITY DWG NO. 505 INSTALLATION. ALL EXPOSED ENDS OF WATER MAINS TO BE ABANDONED IN PLACE SHALL BE PLUGGED WATER MAIN I mI/ TOP SECTION I RGS RIGID GALVANIZED STEEL W/GROUT. GROUT PLUGS SHALL EXTEND 12" INTO PIPE. I a 2" GALV STL PIPE OR APPVD EQ 1 SCHD SCHEDULE I WHITE PVC SCHD 40 SD STORM DRAIN LENGTH AS REQ'D SIM SIMILAR w 16. UNLESS OTHERWISE SHOWN, CONTR SHALL INSTALL MIN 15 FEET OF NEW RESTR PIPE BETWEEN BEND & 0 .1 1 EXIST PIPING CONNECTION AT WATER MAIN TIE INS. MJ JT CAP W/2" TAP 3 pail SLPSLIP /4 -0 CR , n i VALVE SLV SLEEVE ° SPECS SPECIFICATIONS 17. TEMPORARY CONNECTION LOCATIONS ARE SHOWN ON THE PLANS PER PROPOSED PIPELINE TESTING NOTES: N LENGTHS & ANTICIPATED ROAD CONSTRUCTION SCHEDULING. DURING CONSTRUCTION, THESE LOCATIONS, I. CONTR MAY PROVIDE TEMP THRUST RESTR AS REQ'D. _Ali- SPL SPOOL oo W/ENGINEERS REVIEW & APPROVAL, MAY BE RELOCATED IF REQ'D. CONTR SHALL PROVIDE TEMP THRUST SQ SQUARE di RESTR AS REQ'D BY USING EITHER TEMP THRUST BLOCK OR RESTR JT PIPE LENGTHS. TEMP CONNECTIONS 2. SEE SPECS REGARDING DISPOSAL/DECHLORINATION _ SS SANITARY SEWER MAY REQUIRE TEMP CAPPING OR PLUGGING & THRUST BLOCKING OF EXIST WATER MAINS. ALL TEMP FOR SUPER CHLORINATED WTR. I SST STAINLESS STEEL o CONNECTIONS, PLUGS & THRUST BLOCKS SHALL BE CONSIDERED INCIDENTAL TO WATERLINE WORK. 3. PROVIDE LARGER BLOW-OFF PIPING MATL AT I TAP STEEL o 11 CONTR OPTION. 1iSO TB THRUST BLOCK 18. WHENEVER WATER LINE CROSSES STORM SEWER LINES, MAINTAIN A MIN 6" SKIN-TO-SKIN CLEARANCE. 4. WHERE BLOW-OFF IS TO BE REMOVED, CONTR TO . TDH TOTAL DYNAMIC HEAD STORM & WATER PIPE JTS SHALL BE LOCATED A MIN OF 5 FEET AWAY FROM ALL STORM SEWER CROSSINGS. CONDUCT OPERATIONS SO AS TO PREVENT SUBSEQUENT NOTES: THR THRUST THRD THREAD(D) CONTAMINATION OF APPVD DISINFECTED WTR MAIN. I. CORP STOP BOX SIM EXCEPT EXTENSION NOT REQ'D. TRANS TRANSITION 0 19. ALL PIPING, FITGS & FH ASSY TO BE INSPECTED BY CITY OF TIGARD REPRESENTATIVE PRIOR TO TYP TYPICAL o COVER. UON UNLESS OTHERWISE NOTED 013 20. ABANDONED FH'S TO BE REMOVED & RETURNED TO CITY OF TIGARD. CAP TEE'S TO ABANDONED FH. TEVPOARY SLOW— OFF ASSEMBLY I VALVE 3OX DETA I L 2 w�T WVEIT RHICAL N ABANDONMENT & PLUGGING OF FH'S SHALL BE CONSIDERED INCIDENTAL TO WATERLINE WORK. NTS IW NTS W N C NO REVISION DAIE Azov® RECORD SW BEEF BEND ROAD N WA /WGTZ'J�VG�OUVT1' DRAWING 2298 WATERLJNE RELOCATION __ =_= Murray Smith&Associates Inc. SW 131 ST AVE.TO SW KING ARTHUR o = 3 = ;, SEE DISCLAIMER, 2298 3W.DWG Engineers/Planners CITY of nGa� a�ARnr SHEET 1 w. FEDERAL HIGHWAY PROJECT NUMBER SHEET i = _ E-_= 121 S.W.Salmon Suite 1020 PHONE 225-9010 oRECsON LAUD USE AND LRAM DJV 2/99 ADMINISTRATION NO. (16 Portland,Oregon97204 FAX 225-9022 TRANSPCWTATIIOIV VERSION 4.0 III® e« 2/99 REGION OREGON w \ n RECORD DRAW l NG 3 J00 JRP 12-9-97 Q JSJ 2/99 10 DIVISION 1■• ir NOTES: n Liz A _ _ ��Z A I. ALL PIPING & FITGS TO BE RESTR JT. �a �Iq _ 2. FOR CCP OR STL PIPE, USE 6" TANGENTIAL OUTLET, I I I 1 TTT1 0�1 l ►c ~ �I�I� IE 6" RESTR. � 4�� �... II- IF RESTR D I PIPE & 6 GV, .. .. �2 M I N 1111 , FIELD LOCATE PER ENGINEER, 30" MH COVER & FRAME I'-0" MIN FROM EDGE SEE BWW STD PLAN 5-602 ,. _I_I I II I I 4' PLYWOOD r,,_Ir CO) _I I I I�' OF CURB OR PLACE I N CENTER 6" BLIND FLG ' CI VALVE BOX, I nir �' i." PLYWOOD OVER OF SIDEWALK, SEE GEN NOTE 14 & FLG x PE SPL I „ FACE OF BOLTS LID, & PVC EXTENSION /4 STL R-WELD TEE PLUGGED CROSS WYE PLUG OR CAP [RESTORE GROUND SURFACE & GRIND BEVEL VALVE BOX -2" j f 2" MINI. COMPLETE fi) 6" SCHED 40 x 25" FAB. 8" MAX ni , FIELD VERIFY 6" II" DIA x 3/" I IL -IE STL PIPE W/ s CURB I I� al + ' PER ENGINEER TH 1 CK ANCHOR FLG PBRY '' Iw , 3" TACKWELD /a" MESH SST SCREEN j I :° 3/ " CORP STOP INSIDE 6" PIPE TO COVER HOLES '• a 2" DIA RISER - PLAIN ENDED % °D.3" CONC0" MIN I _7'I6COLUMNS OF 5-3/4" DIA �\ O Er I I/2 -3/4" 3/4 -0" CR "IrE rj_ PIPE C-76�: HOLES, MIN 3" SPACING %\ = D- DRAIN ROCKUNDER VALVE BOX A2CLASS IIIOAS REQ D IN 6" DIA PIPE \ = IL 7 TAR PAPERMJ x MJ x FLG II4 MIN // wjTEE ROTATED 1 ig °. b°.2::° 9ni\\ 'O•, BEND PLUGGED CROSS PLUGGED TEE DOWN 45 WATER , i // s• VARIES ° MAIN I I "� L °° 16 = �Wd. I.. /�nI=tL %\\� • O:4_ O•s•e•so•si i �• s3 1 °o J > • • - II 'f _ BEARING AREA, A, OF THRUST BLOCKS IN SQUARE FEE? 6" T - 3/4"-0 BASE & BACKFILL 11! /\\ •OiOi•i i __ 3 �I // •�•�•*• IIIIIIIIIIi TEE, WYE, 90°BEND, TEE L \••O••O.' 45° 22%° III/° LENGTH VARIES i 3000 PSI CONC 00 ° '1 4-3/4" DIA GALV ANCHOR % � �: 6 DI PIPE IIII PLUG OR PLUGGED PLUGGED2 4CONTINUOUS FTG 1Io° •o00 -°0 0° ° BOLTS 12" LONG & NUTS %\ • I,, FITTING CAP CROSS ON RUN BEND BEND BEND I fly f 4 16. 00 u=; I'-6" x I'-6" x I'-0", 3000 PSI %\ ••'O••O....:. : ., :;.,.�.��• SIZE A A AI A2 A A A 1= ') � •e•••• . <'::; . 1-"-•-•• ea 4 1.4 1.9 2.7 1.9 1.0 - - `I,i 4" MIN CONC SUPPORT PAD y//\����S `s"', .;' •� a MEGALUG RETAINING GLAND 6 2.8 4.0 5.6 4.0 2.I I.I - _ °° •1 2" GALV \\ O••O•i5 ,- ; tC 8 4.8 6.8 9.6 6.8 3.7 1.9 0.9 I T. o o.: ��_= PIPE & ELBOW MIN 6" 3/a -0 CR �//►•�•• ,.. ti n• �-= - - -- ,-`- 6" TEE, W/PLUG /j\, �i��i.a�i�i���i•l1���i-tt�i��i�iac CONC BLOCK 8" THICK 10 7.3 10.3 14.5 10.3 5.6 2.8 1.4 �CONC PIER BLOCK \/\ �+ •4. .._ •• 12 10.3 14.5 20.4 14.5 7.9 4.0 2.0 PAY ITEM LIMITS MAINLINE TEE 6" 16" x 24" x 8" I. COMPLETE STANDPIPE ASSEMBLY TO BE HOT DIPPED GALV. //X\\/\���\���\��\\��\\��\\��\\��\\�� SIDE OUTLET FLG 14 13.8 19.5 27.5 19.5 10.6 5.4 2.7 6" GV FLG x MJ PRE-CAST PIER BLOCK 6" 45° BEND, FLG ON FIRM UNDISTURBED PAY ITEM LIMITS 16 17.8 25.2 35.5 25.2 13.6 7.0 3.5 EARTH 18 22.4 31.7 44.7 31.7 17.1 8.7 4.4 NOTES: 20 27.5 38.9 54.8 38.9 21.0 10.7 5.4 C I. SEE SPECS FOR ACCEPTABLE FH MAKES & MODELS. 24 39.2 55.5 78.3 55.5 30.0 15.3 7.7 6 II 3 L O W- 0 F DETAIL ( i S T A N D P I PE D E T A I L 2 2. TWO 3/4" GALV TIE RODS OR A HYD HOLDING SPL MAY BE USED IN PLACE OF ,► THE MEGALUG RETAINING GLANDS FOR INSTALLATIONS LESS THAN 18" LONG. ABOVE BEARING AREAS BASED UPON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES NTS 2W NTS W 3. ALL FITGS IN CONTACT W/CONC SHALL BE WRAPPED IN 10 MIL PLASTIC. AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA=(TEST PRESSURE/I50) X HYD DRAIN HOLES TO REMAIN OPEN TO DRAIN ROCK & OPERATIONAL. (2000/SOIL BEARING STRESS) X (TABLE VALUE). 4. 1 1/2"-3/4" CLEAN D ROCK SHALL BE PLACED A MIN OF 6" ABOVE DRAIN NOTES:CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH. 2" GALV 90° ELL OUTLET. COVER TOP DRAIN ROCK W/PLASTIC. STD APWA 24" MH 2" DIELECTRIC UNION (FIPT X FIPT) 5. WHERE PLANTER STRIP EXISTS, HYDRANT SHALL BE PLACED SO FRONT PORT 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. INSTALL ISOLATION MATERIAL BETWEEN PIPE COVER & FRAME WATTS 3004 OR APPVD EQUAL IS A MIN OF 24" BEHIND FACE OF CURB. AND/OR FITTINGS BEFORE POURING BLOCKING. 2" COMBINATION AIR VALV F.-VAR IES © 6. WHERE INTEGRAL SIDEWALK & CURB EXISTS, HYD SHALL BE PLACED AT BACK 3. THE REQUIRED HRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS: e.g. 1t�5 INDICATES 15 SQUARE FEET BEARING AREA.REQUIRED APCO NO. 145C OR EQUAL 6" STAND PIPE v OF SW OR AS DIRECTED BY ENGINEER. 7. TB AT FH TEE SHALL H AVE A 3.7 SQ. FT. BEARING AREA. 4. I F NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED I N TABLE SURFACE RESTORATION - 8. HYDRANT VALVE SHALL BE RESILIENT SEAT GATE VALVE ONLY. BELOW. ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL AS REQ'D + I 2" GALV 90° ELL© BEARING STRESS(ES) STATED IN THE SPECIFICATIONS. r� / ii A,zz ,v/l STANDARD F I RE HYDRANT 5. BEAR I Nt; AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING FIELD VERIFY VALVE BOX ® A E N 3 L Y /3 AREAS AND BLOCKING DETAILS SHOWN ON THIS DETAIL. AS PER ENGR ��� ����� .. � ���� NTS 2W 6. CONCRETE SHALL BE 3000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH. &I I=..,0 00 _ 27 CONC PIPE •°�O 1111 II@I,I�q,0 7//' I ��1 ,o °o° TRENCH IN TRENCH OUT 7. BEARING AREAS WHERE EXISTING PIPE WILL BE ABANDONED I N PLACE, AS SHOWN ON PLAN, SHALL C-76 CLASS 1 1 I -11 • �I III I p PAY ITEM RIGHT-OF-WAY OF RIGHT-OF-WAY INCLUDE I/2" STL PLATE AT THE BASE OF THE THRUST BLOCK. THE MIN BEARING AREA OF THE STL PLATE SHALL BE BASED ON DATA FROM THE ABOVE TABLE. (LENGTH AS REQ'D) I I LIMITS 2" BRONZE NIPPLE 7 _._4„ COPPER TUBING I 2 _ THRUST BLOCK DETAILS 8c NOTES el (M I PT X M I PT) I' 2 4" 2" ADAPTER, MUELLER OI O2 NTS 2" DIELECTRIC ' 8 r-ori MODEL 110 OR EQUAL FINAL SAW CUTUNION (FIPT X FIPT) 1 .� = (TYP 5 PLACES) AFTER TRENCH FIRST CLASS B TRENCH BACKFILL WATTS 3004 OR •° . °�-•;°• °� 6"'I' BACKFILL 6 SAW CUT APPVD EQUAL ,I'LZ'•` ' °"� ° 2" 90° ELL, BRONZE 4" MIN II, o°�o ° • - °° � BRONZE NIPPLE m, ,m, 1, c"�' �u - DIELECTRIC UNION ON EXIST BASE ROCK \\ o o `..1'`'` �%\�%\�%; ' SYMBOL SURFACE RESTORATION REQUIREMENTS 7 -SLP i 2 DIELEC C U . °o.°°°.°°o.° o.o•g° ° ^/4"-0 BASE UP TO VALVE II% (FIPT X FIPT), WATTS SEE NOTE I ° ` o° o0 0o ao oa •°. °moo°� , , ', REPLACE REMOVED ASPHALT W/A MIN OF 3 CLASS C Alla 3004 OR APPVD EQUAL �i��i��i��i� AC OR EXIST PAVEMENT DEPTH, WHICHEVER 1S I% MIN 2" COPPER GREATER, TO A MAX DEPTH OF 6 . NON-ASPHALT TUBING. 2 CORP STOP,CONIC BASE MUELLER #H-9968 OR EXIST BASE ROCK i . _. . I�'��c / AS SHOWN SURFACES SHALL BE RESURFACED TO MATCH EXIST. L1e2" CORP STOP EQUAL, SEE NOTE 4. " 4"- " i ` 1 ,� ON PROFILES SEE NOTE I. E2" BRONZE NIPPLE (MIPT X CTS), 2 OF / 0 ' 4 ..:> J-,� <cNI W/42 M IN a 2" PLUG, BRONZE MUELLER MODEL \ 12" / REPLACE TOPSOIL & BACKFILL W/NATIVE CO 2" TEE, BRONZE 110 #H-15023 1 I/2"-0" BACKFILL a i� MATL. FINISH TRENCH SURFACE TO MATCH OR I G MAXI. W/OUT SEE NOTE I `••` °'oo ° CONTOURS. REPLACE EXIST LANDSCAPING. o I" GI PIPE (STRA - EXCEPTION ° °o�oOQ' °o 0°°8 j oi TO 2" RISER FOR °°\ f CONC PIER PIPE ZONE SUPPORT), LENGTH TO DIA + I.0 › , ° BACKFILL REQUIREMENTS PROVIDE 3'-0" EMBEDMENT BLOCK 4, a ° D I MAIN of IN CONIC & EXTEND ' I ,a�. �.e. ° : ° °. °., FURNISH & INSTL AGGREGATE BEDDING, PIPE ZONE TO AIR VALVE. TO BE COATED 3 "- " 1 ABOVE CONC PER NOTE 2 DIA+24\ /4 0 BEDDING Oj & TRENCH BACKFILL, TO PAVEMENT BASE OR NEW c0 NOTES: LENGTH VARIES 3/4"-O" PIPE ROADWAY SUBGRADE. COMPACT MATL IN LIFTS TO I. ALL PIPING & FITGS TO BE RESTR JT. WATER MAIN ZONE BACKFILL ACHIEVE 95% OF MAX DENSITY IN ACCORDANCE o 2. VENT PIPING ABOVE AIR VALVE TO BE STD WEIGHT GALV STL PER ASTM A120, SCHED 40. W/AASHTO T-99. 0 3. COPPER TUBING SHALL BE TYPE "K", HARD, SEAMLESS, CONFORMING TO ASTM B88 & TO BE OF DOMESTIC MFR. NOTES: 4. USE TAPPED TEE W/ 2" TAP & 2" CORP STOP, MUELLER #H-9969 OR EQUAL FURNISH & INSTL AGGREGATE BEDDING & PIPE ZONE I. PIPE TRENCH DETAIL SHOWN IS FOR EXIST PAVED ROADWAY TO REMAIN. FOR BACKFILL COMPACTED TO 95% OF MAX DENSITY PER N AS REQ'D ON PIPE WHICH WILL NOT PERMIT A DIRECT 2" TAP- 1 5. MH COVER TO BE STAMPED "W" OR "WATER". PIPE TRENCH IN NEW ROADWAY, INSTALL TRENCH BACKFILL TO SUBGRADE. O AASHTO T-99. FURNISH & INSTL NATIVE TRENCH m BACKFILL TO FIN GR COMPACTED TO 90% MAX cV N TYP I CAL A IR RELEASE VALVE DETAIL 5 TYP I CAL S I NGLE P I PE TRENCH DETAIL 5 DENSITY PER AASHTO T-99. o NTS 2W NTS 2W 0 MICR REVISION DAN env® RECORD SW BEEF BEND ROAD N WA GTt7NCOIJNTY DRAWING WATERLINE RELOCATION __ __= Smith&Associates Inc, 2298 Murray) f u„ SW 1 S1 ST AVE.TO SW KING ARTHUR o = v -II 2298-3W.DWG _ _ _ __= Engineers/Planners CRY OF fl6ARDdifili vl'�mevr OIL SEE DISCLAIMER, FEDERAL HIGHWAY SHEET iw. PROJECT NUMBER SHEET j = _ = 121 S.W.Salmon Suite 1020 PHONE 225-9010 OREGON LAUD USE AND DRAWN DJV 2/99 ADMINISTRATION NO. _- A p BLG 2/99 REGION OREGON 2W Portland,Oregon97204 FAX 225-9022 VERSION 4.0 JSJ 2/99 / RECORD DRAWING 3/00 JRP 1 2-9-97 (,� 10 DIVISION / rii SEC. 9 T.2 S. .P. I W., W.M. i �' ,, -I 411144iik � b 1.4.4.- 4111*-14, 04V -°-:tP(' tAt. Ali' 'N-iire- ?_, i— '\7 ' ?' A STA 10+23, 7' RT EXIST PAVEMENT .� ,II y -J CN tlitsio / \NE 0 INSTALL: TO REMAIN NEW ��?r� PE CPj O I-COLLAR TB ROADWAY A s • 1 • 1 I I, 5 RT SLO I (TIED-BACK TO C•ASS) �'* I STALL: 1 \� 1SO 0 et '44"4#44Att")**4 j- 24" xi_66",4v, : rviM JJ mmu O • c ?. 6 r k 4Illbrrri/ o„ ,,' „„,,,,a, I-6" SPL, 2' LEN H ` �� L .._�+ I 4 • 1 ��tairalramismA I I iii.. s ► w.m ..c1;ie., ,� i� i! y j c �y,�.' 2 t • .� �. c -�� • - DEF111 ‘1 � '__-- " Z r Ct.!is f►.•' 1Tf`�lhy,,�,, ,, , r'�lR � —7 _— STA 10+ ., '�:,• ,�►�N111u ..�1/R.:. .,..a; I 0___- 5,, (!� (- i INSTALL: _ IS__)"--��, . �1 s- L E P .1.001° W y G` 1 __ EXT G v, ialignimminiffiam..... 1� PAVING LIMITS -------- 7T ' ' I I-24 BFV, MJ -_ V �m �' AM EXIST 12" BFVI S 00, 7' RT I 0 D ����� -- - brrim-dir 1 DE T LT , r \53 J -i6 w-- S.W. BEEF BEND RDI. .� _�•�A �� >�^' / - _ Z EXIST 16" BFV r ST I 0+28, 7' RT ��/-iv-ice'`{ Fii-/rvf-iv -/ , . =.11 1111"1-"ilionitill"41:01iik° / �. �_�__-- fff/7�/f-/f/f/fff'r�i� i ... _ .1L-LL-/ / -/-/ —O EX I .T 16" x 12" CROSS, MJ A '` - 1 _ �`�/ ,s;,_ ABANDON & REMOVE „EXIS 12° BFV / - - x MJ • k. •S REVD12 -45 D I112 ___ . . . . . . . —` / '� I-24" S O - I -•:-- - -- —_ W _ TO APPR•' • • l:e, ® _--- LIId� PLUG EXIST 12 x 6 TEE /. ------- __._��eTE 15 6-_ —------- �[0���� ��� \ (WEST) & INSTALL TEMP TB. / II \ \ SEE GEN NOTE 17 / r �{\ �, R/W EXTG.WALL PLUG ENDS OF ABANDONED \ \\ \ / r ,\ W \ WATER MAINS (TYP), \ / \ SEE GEN NOTE 15 6 \ ii) 7 / / \ o ■ _ / MAINTAIN MIN 6 CLR EXIST 10 EASEMENT { / / / BETWEEN STORM & WATER 0 CONNECT TO EXIST - \ \ Y \ MAINS (TYP), SEE GEN 6" D I AS SHOWN \ \ \ N \ / NOTE 18 INSTALL: \ I-6" 22.25° BEND, MJ 1 / /I (ROLLED DN) \ / / / I-6" LS I \ i I z I , \ p I b L� \ I SCAL/E I "=20' REMOVE TREE HOWN ',HU / / t ti \ / REMOVE PIPE SHOWN T� 0 o . oh 275 o N14 rn :0 275 N w u7 .0 — N :V w 0o x INSTALL ® EL SHOWN CY w II c00o r40i 270 +cD -x o w/60" MIN COVER TO + 'n 00 N- N 270 p .- e . .� a QCC Z ABOVE PIPE UNLESS w ✓� p II II �-x -0 OTHERW ISE SHOWN I-d-N APPROX EXIST GRADE p_w_w N — ABOVE PIPE _o (nwQU — Q� ----------- ---------------- ------ -- -----� ------------Q----- Q- 265 265 --- - ---- viN—' w E PROPOSED NEW ROAD a PROFILE ® C.L. --e ___ Lo 260 S EXIST 16" DI 24"DI �` �- _- 260 0 Cr; r 24"D I o 255 o 0 ° 255 U J I 00 toco 0 w C° o+ ± 250 +Z 250 M 1 R R 1 SP <W WATERS I NE PROF LE SP (no SCALE: I "=20' HOR I Z; I "=5' VERT a0 N 1 0+00 I I +00 12+00 1 3+00 1 4+00 1 5+00 Na RHEI v DAB Gov® RECORD SW BEEF BEND ROAD 0 O Murray,Smith&Associates Inc, wr�N mot' DRAWING 2298 WATERLINERELOCATION o = __ 1.-A41111% SW 1 S1 ST AVE.TO SW KING ARTHUR �LL o!iI` p = _ _- Engineers/Planners CITY OF i16ARD DIPARTAENT SEE DISCLAIMER, 2298-3W.DWG FEDERAL HIGHWAY - — = SHEET 1 W. SHEET _ — _ oREcoN LAW!�E ADDpo ADMINISTRATION PROJECT NUMBER a' = = == == 12l S.W.Salmon Suite 1020 PHONE 225 9010 \ �LIN�N DJV 2/99 NO. __ =-'_ Portland Oregon Suite FAX 225 9022 ` TRAIV3PQRTATK1N VERSION 4.0 Deem �SJ 2/99 G 2/99 REGION OREGON Qi RECORD DRAWING 3/00 JRP 12-9-97 aim, 10 DIVISION 3W d i'AVING LIMITS // J / / " ` / / 'AVING /LIMIT ,� ; SEC.9, T. 2 S., P. W., W.M. / , Z / id / — / / t ,o, / , / / •/7/ /I / / o ,,'2C / / 41It// / / Io �/ / //:ii'/i / I / 1 .., c 1( / / / o a o p STA 15+08, 5' RT / // _ v r / I / INSTALL: / / / / I-24" x 6" TEE, MJ x FLG ___-___ - / / L __ SLOPE CATCH LINE / / / P G END OF AB NDONED /��� O STA 15+50, SLRT- _� g I-FH ASSY PER STD DEL // DEFLECT RT co - -� / o W•TERM I IDS (I 5( STA 19+28, 1 I RT �`0) O (o * L-F � • E GEN N TE >� / o INSTALL: r + SOF _ - fI-24 x 8 TEE, .r� -`- - _ STA 17+10, 1 1' RT R W Ir. t _. _ W ., -it 10" _ - �! -6 DEFLECT LT / - �.�►' �: . To O VIIIIRMIE a� 11111111111.111111111."- - - I p�- . C -- �1 10 , � - 4SN'6',� � 30 In I____ '� /� --___ - _ _ - STA a7+65,: 111: 'T :.0'W : : � �; � :(1‘\ r30 QINSTALL- O a ■ 12 -45'D I I I I-24" x 6" TEE, MJ / i \C� D� i , (f) 1-- Wair --+ -_____EXTG.E/P -0- / \ \ _ _ - - - it % y I 1 ■ (n 1.1 z s� ----�_ _ I-6 SPOOL, 2 _ - _ � �li';.►; ►U�,, - -- LIB UJ `r' — �`' '`� �=`'S`.' I S.W. BEEF BEND RD+ ���"°J'`� 24' -39'�/ �' z w -_� _ I I I rvfif�,� E G oo ,K�J I _ - 2 - p I -- - �'�v,vfif xT /P / 18"fi156 —1 F— - • -—= y`sf,v,�,�fEvyy,'�,,,__ f..E 15 —242 V3 `tC ,, 15_ 5/ -11' W wwAww�r ;rye.,, _ _ ----__ '' _------- T / 0 -r I �.�. --- viirt __- -ST7C7> +65, II RT-�� !.� --- Q w. R/W I-24' BFV, MJ /1 ��' // MAINTAIN MIN 6" CLR / 0 CONNECT TO EXIST 6" D1 AS SHOWN X �h ci)' '' (/CQ \ BETWEEN STORM &WATER / iri / MAINS (TYP), SEE GEN / / I NSTALLo % 0( , �//�Nq / EXIST I 0 I-6 45 BEND, MJ (VERT DN) // / <Ci i NOTE 18 EASEMENT I-6" LS 0 // / / , / CONNECT TO EXIST 8 I AS SHOWN / /',)V I-6" 45° BEND, MJ (ROLLED UP) / /, N Q' o INSTALL: / / / I-6" 1 . ° END, MJ / y ,;. //// ��` I EJ �� L/ / 4IE BND/ ING L�(\�lI TS " 4 B/ / ALE: I " 20 / /• 1' ° B D, MJ OLLED UP) \ ,/// / / / /' // / �. 1-8 45 BE , MJ x E (ROLLED DN) O O O)(O st 0 OM rn— II) N , EXIST GRADE ® C.L. INSTALL ® =L SHOWN 260 Lo W w ;';' W/so" MIN COVER co)--/N 260 +-- 0_ww_ TC HUmmt.0-FINISH ------ iO�� + GRADE ABCVE PIPE Q N= �� �""- A2 - UNLESS OT IERW i SE a N N N o ----—____ _- _ SHOWN PROPOSED NEW ROAD o N N 1�`t a0� II IIto 255 - V)N— -----_ PROF I L= ® C.L. 00 Q o 0o w w ° 255 O �wQp� �0 V) O11 N 1 <LJiV)L,J(I <. - +-- I—La1Zla1W I—NYN 0—p T V)0—tn— fnN— —0V) 250 I- 250 24"D I I - - Lil (/)N N ABOVE PIPE E ------�� in 245 a SLOPE=+0.009 _---- ----- -----------= 245 SLOPE=+0.008 o °' 24"D I 0 240 - O 240 1 M r (p + + _ 0 0 235 a _ 235 • SP WATERLINE ,OF I LE SP 1 O i 0 SP • ,r • SCALE: I"=20 HOR I Z; I =5 VrRT 1 03 a) 15+00 16+00 1 7+00 18+00 19+00 20+00 fY Na �rle�lalr DATE O� BEEFRECORD SW BEND ROAD Murray,Smith&Associates,Inc, rr'4 FI GTnWG MY DRAWING 2298 S,�„$ AVE.TO o „q,,�,RELOCATION SEE DISCLAIMER, 2298-3W.DWG M a = __= Engineers/Planners CITY of nG�u �AR SHEET w. FEDERAL HIGHWAY PROJECT NUMBER SHEET i = = ___E. 121 S.W.Salmon Suite 1020 PHONE 225-9010 OREGONlir LAM 1 MD mow DJV 2/99 ADMINISTRATION N0. rn - - - Portland,Oregon 97204 FAX 225-9022 / 1R TAT1q y BLGmem 2/99 REGION OREGON VERSION 4.0 ` RECORD DRAWING 3/00 - JRP 12-9-97 awe, JSJ 2/99 10 DMSION 4W J t IN r 71; 7 Ga (1 \ i • V ' __ p - r , : `� a !� p ►� ,. fir; O I .. E TG SEPTIC o a a O i a O / / RAIN F. ELD M► ,. � O � a PAVING LIMITS � 'q�� t‘fie ���>f�.', / I r = �'� / PAVI LIMITS '•X • 04 `4. 041:11"-- pS / I ,i t p3/4/ _ ' �ia STA 20+02, I I RT 0 i �, •M do INSTALLFLG 'rr�� LINE -_ mompr_,.. ii�% jam• t_k__,.g, 0 t ' I-24 x 6 TEE, J 24 �iilM���F SLOPE CATCH L—— ——' 7 ,111,1_4_ j0 I-6 45 BEND, MJ 'T DN) 7711177117*- ......__ y-6" 45° BEND, MJ (VERY UP) + 4R/W ' � 4_ • ± / ..--6" FH ASSY PER STANDARD liti M _ - (h ~Q /� - t:a - +ti� �\ ''' 3 a • t G,I I' p R�P•g S AN _ v c!� (\I ® r�IIL� -6, TVA �,�r,w 10"-6' r �t int e - - r o _ _ ___—_- -- Z '4- 1- " 45° Bp'Do ° '`�Yi — — — — -1p. i PROP_g-SAN-===--- - Nf�t _ J I (_ rSs.TALL it : - - � l__ III' .r`- - __ z'� v XTG.E P ��/f/f1f/ !_ff _=1- I__-- r�i U w w +-�= __�_ __4` '_,_'� - �'^ ---`-e 1 _ i o" a BE RD+ �t,t/�fifirNYf/ _- 18 -�7�_-- 1 . w zlawrir Iz ►o"z / IS.W. BE � �f/-/-� H_ _— -- — — _--- w cn _ Q 1 46 D I �-/ + 1 + 1 S t/fif S�- =- E —J f II �{(� / 1 Nf/f/�ff�ff�HHH ��_�y —� SLCPE CATCH LIN 1r6, r - r/r rrr1rr7Ar-o 1�••. R� -/-f-my ;///4v--__- •� fi-i4f _� 2, - �+i -__ __- r �,+�.� ! lip-- ", -- __-\----------f :30'_ l•�� - 4. .°rr` RAW a MAINTAIN MIN 6" CLR . e la „, - dm& CONNECT TO EXIST ®I j m r.1 STA 20+82, I I' "-FPE CA S. l + BETWEEN STORM &itir,6" C I AS SHOWN I�, Q INSTALL: \� � - �� \ MA I ► EE GEN I TALL: / I 24 BFV, MJ I ;, p OTE 18 / W �T I LS 0 I_ ``Q�,( ' G ENDS OF ABANDONED 1-6" 45° :EN a MJ I Z - V,tik WATER Y • ' TYP), \ _ _ ,efi ' 1 (VERT SEE GEN NOTE I O o I-6" 45° BEND, MJ x P:ep O Q -� i rA �� (VERY UP 3 Zfissi 1 0 i PAVING LIMITS N Q I PLAN o , �'1 / / � I � S ALA:- 0K-1, (.,— QJ U) rico In U) N N PROPOSED NEW ROAD rnccoo 0ww PROFILE ® C.L. �o +-- ______�__ --- 265 ::: NN EXIST GRADE ® C.L. Np� __-_ -_rII II _ — _--+ _$a�-- NN— NON _-_-__ MAINTAIN UPWARD 260 o ulo ¢_ - _- ' -___-- SLOTIE e • Q i_ J N a N c i APPROX EX 1 5T GRADE --- Z O a I �Dww ABOVE PIPE I,_,=- - w 255 ")N W ±_ - 255 0+00 N JOV) i -- • o /— — - _ NH- Q_j - - O <—a WON-�-- i—W a -� — — d _950 _ - 250 - - , I • q, .4. . a; __ W/60" MIN CC VER TO _ - PROPOSED FINISH GRADE o __ ---- ABOVE PIPE UNLESS 1 245 ---- -- - - OTHERWISE SHOWN 245 co ip= - i,ii; . r 1 O A o + �+ N N 240 a a 240 in _ i SP WATERLINE PROF LE SP i® _ _ . o N SCALE: I"=20' HOR I Z; 1"=5' VERT , i 20+00 2 I +00 22+00 23+00 24+00 25+00 0 O o NO REVISIONail APPROVED RECORD SW BEEF BEND ROAD N W TC4V G�Or,MY DRAWING 2298 WATERUNE RELOCATION M = __= Murray,Smith&Associates,Inc, (ilk fl S1N 7S7ST AVE.TO SW CAT ARTFIUR _ _ .. Engineers/Planners F TIGARD �ARTMENT OF SEE DISCLAIMER, FEDERAL HIGHWAY 2298-3W.DWG121 s.W.s��s��1020 PHONE 225 9010 lirLAUD U E MD SHEET iw. ADMINISTRATION PROJECT NUMBER SHEET NO. pN Ddv 2/ss ___o Portland,Oregon 97204 FAX 225-9022 MAASPORTA7 KN OEM® BLG 2/99 REGION OREGON A RECORD DRAWING 3/00 JRP VERSION 4.0 QEr� J� 2/99 O DMSION J vY 12-9-97 J o O a 6 r, 7O I SEC. 9 T.2 S. R. I W., W.M. PAVING / / I I LIMITSe-D.--""-- 0/ p I I / :' Io PPPRO I o a ,i O/ 0 Q I I APF \ 0,0 > a a / I I y`�� ( � .�: �R STA 25+00 ii 1 'E- G G, INSTALL: � I-24" BFV, J O `l 1 ,n�•t��►F 4,,� o (CITY SUPP IED) a I �" �. � TA 29+79, 11' RT p ` • �r-SLOPE CATCH LINE 1 INSTALL: # 0 Pk1 ,_- c --_� 1 �...�!!!� O . I-24 x 6" TEE, MJ x FLG •------ 4.N PROX' // / \ -6" GV, FLG x MJ o 6 -G• 0 rs /� �� �\ � I-FH ASSY PER STANDARD 1 I EX F 1 � T � \` dik o a pRp 1N WALL"B" ��� I R/W I PROP.8 SAN.�— g( �''� DETAIL Arni . `' r � ----�� - ,r �'�� WALL" O ����■■■■■+ ■wrr■�rs�■■ ■■u■■■■■■■■■■■■■■■■■■■■■■■■■■■►f I 0 50 A -6 r7 Va 1_ _ isbar l r ♦. r7 ■r!_pz►1� v I I I I I I I I I I F 1'�l O L r lgr in ■ A I - •- 1 I i_ 111V tF ,; 1 IC ■ ■ r ' .70 ,,,iiN I P'OP.8 SAN. ---- I`` I .*► * [� — — — — — --- — -o= ® 12 —4 it I � I p_ — — `J I '6T.7�-� �-..71Pli;-- _ Cam.+ �' .. t I Aid 'n — — 1 + EXTG.E/P S�. BEEF BEND c''i + 4 ww. -± ,- ---- I— r\ ~ 1 I (0 N I rn I I (� F- H I - I - - - - - - - - -1 - - - - "' - - —_ _/_ I = fI I' n 18"-. I D I i — — — — — — — — — — — — — — yvf-/f/ i Tr yv /�,1--m/1f mii I r Hi-ii-yvf-/-iS�hrigiq-v�77r - mi-i—m v��a4. -,4?;�t:b�ty� - I _ �Vti Z w w Z ' ✓ °t - - - / R/7/yvfi m416,,-,w ,wmi /yvfi-/-/74/m/i vyvf/� vi 74 / ____ -— --Mat _—f . (,I - _i _ -a— ,g'4 -��- '�..�_ SLOPE CATCH LINE + ti_." * R/W r. °'•` 1r ;- . :.wq `� AllikiitAk. - :-° � r _ 4. * w :() • ` o ao a U U , TE ,••ORARY CON CT I ON STA 25+I0, I I' RT W W ' 1X X x x ..X To EXIST 12" CI INSTALL: ` N� Q EE GEN NOTE 17 I-24" x 6" TEE, MJ x ��'c\I p PLUG ENDS OF ABANDONED Q I N51 ALL: I-6" GV, FLG x MJ o ��� X WATER MA 1 (TYP), I-6" TEE, MJ x FLG I-FH ASSY PER STANr<,•RD + n, (BRANCH VERT UP) DETAIL SEE GEN TE 15 0 o a ,� 1-6 BLIND FLG e(D PLAN I I BETWEEN STORM MAINTAIN M IN 6& WATER I o- �� 11) S ALE: I "=20' NOTE NSI$(TYP), SEE GEN I U \ / (D N Lot°o' > N N C 0 II II co Q 270 +-- +� 270 to-o to J tow N o N N r APPROX EXIST GRADE rn to a= - a N ir ABOVE PIPE EXIST GRADE ® C.L. in I- 00 ~Z INSTALL ® EL SHOWN W/60" N N NN- Vl- M I N COVER 10 PROPOSED o w L 265 265 ---- - ----- - ___________ FINISH GRADE-ABOVE -I -- --- PIPE UNLESS OTHERWISE o0-0 SHOWN N 0 co MAINTAIN DOWNWARD - <. SL FROM CARV - N _ N PROPOSED NEW ROAD 260w 260 :aWrIc 1 o -ww11111P-Milielliallilir 255 _ __-_ 255 of I -_ _ 1 250 ---= 250 i 24"D1 N 1 o a m Q p 0 245 0 I a 245 0 _ WATERLINE PROF , LE SP o SCALE: I "=20' HOR I Z, I"=5' VERT N rx 25+00 26+00 27+00 28+00 29+00 30+00 0 0 o ( Na ►EtIw DA1E APPROVED RECORD SW BEEF BEND ROAD N WAIS,NC�'it'NCOWVTY DRAWING WATERLINE RELOCATION '_= Murray,Smith&Associates,Inc. 2298 SW 1 31 ST AVE TO SW KING ARTHUR i — _=_= Engineers/Planners crr OF i16ARD • OIPAATh 7'OF SEE DISCLAIMER, 2298-3W.DW6 FEDERAL HIGHWAY SHEET 1 W. Div ADMINISTRATION PROJECT NUMBER SHEET j = _ _ = 121 S.W.Salmon Suite 1020 PHONE 225-9010 GON L�UBE AND 2/99 NO. 6 -- — —- — �„ MANI PiOOTA1114 ® BLC 2/99 REGION OREGON Portland 0( 97204 FAX 225-9022 VERSION 4.0 10 DIVISION 6W i A RECORD DRAWING 3/00 JRP J� 2/99 12-9-97 / I _p / 1 / ' NOTE: 1. 5' i ' I / P �/�� ` // / 2W F I MG & INE BETWEEN PIPE NJT. BEND �' / \� 'AV I N� y`'�_ 0 SEC. 9 T.2 S. R. I W., W. / �c, IMIT`• ° ��!%I,� r p4' PAVING PAVING j� GPi q l� o / / _ / LIMITS o / / ( / / °ems / a :j tu / S��j ` ,;r �' v A STA ••I°+'8, to ,� o O a / I a INSTALL: ; 41,-.4,4t, +r►. 4a / I ///1 41, a �•a / (ROLL R. UP • 'a ��� / /7 I ' / / i r Mw Wt„] Sit.. rki r, . I� / ��, / J ,�X , -,i - ,- —76 - --- -krfOR '��'t ritl'�j� �� •. v .,��'�, STALL. ' I I RT �iR 10 ---- + -'�'r ate / '$STA 33+44 ' �� Pam/ / / Ii -- ilf-lik- ' 21 — _-Alli - __ in 'Oh - — — _ _ pi•t " . d 0 _ 1-24 x 6 TEE, MJ x FLG� _ �,,��.,. ,S'k. � -I GV, FLG x MJ , i� r, ,��' 12 ) 4. ,FH ASSY PER STANDARD „r, '1ti -0- ��,�. „ o • • I `° - - ,.pew:, ---------- 15 s / — o- ar _!,,,,� P !; GO 12 -45 I 1 __ - 0 I �', ' .� mm� EXTC.E/P� N — S W- 1 EE -� I '_ li r.� _ _ I8" I' I ev - " `� 41 ;I O I tni I itt , LI / ./ itirg €�."�" „- -�� o s 8 �- i 16 ,. —0rvsiiy,�, __r��► . �28'►N 2 -52 --____ II1.- (r) 6 j\li I Q (h 1� fimN FA I g -'"g ° ,�swr PE cat, L i ^� �. 1 0 R/W EXTG. (PIP' _ ��� �T�,• __ _ - -15=45'D I--I I- ..1 ir „i„,,„,,,, Z C', a ` sLo I X(0 Is'_ °' (o — v(87t�;`+ ' ..^ .�, o- ----=_ 21 136' I _ ---L (� I- Ailliii— ram` ' c(I 1 _________,_„.„.„/„...„.,„,..,'`i — • —_, I L L I O / d/ I /w m I -- 1 INSTALL: O l -- 165 ,,t '• - Z W •� a • I-24" BFV, M /�� 4 / p + � d51 a :4;.� o i- yf,s,�,,y_,p / — W p I Tom. M �4 Te' / , '� ,— ° w a �M I TS d / a, / ,� //; U O 'AVI / / z F- a / a LIMITS - / / /, Q / MAINT' • IN 6 CLR 9 / I i / 1� / �' BE EN STORM & WATER / `�� �� %$'5 A I NS (TYP), SEE GEN O I o� - - NOTE 18 �'PAV I ` } iii �LI / `y' PA • NI PLAN LIMISCALE: I "=20' / • / // REMOVE PIPE SHOWN T N In in In 255 in,u M ,r,a 'u 255 �ww rnw � + —� +— — o_a Na0 M- 0 )0U) t MN) n 250 ~ i° a ti APPROX EXIST GRADE v~i Ni- n 250 NN` �ta.1W - ABOVE PIPE --- --- � - INSTALL @ EL SHOWN N_ W/60" MIN COVER TO Po o PROPOSED NEW ROAD EXIST GRADE ® C.L. _ PROFILE ® C.L. to _ 'ROPOSED FINISH GRADE- a=I—cf - - w 245 _ -- -- � A V PIPE UN NNN 245 E O - OTHERWISE SHOWN -O� ri 240 _ _ _— 240 24"DI --� 0 0 235 V 235 �1 0 Q 24"D I 0 - STA 33+09 NEW 36" SD 0 230 F 0APPROX I E=235.68 00 N WATERLINE DROF I LE sP o - • - SCALE: 1 "=20' HOR I Z, 1 "=5' VERT N 0 30+00 3 I +00 32+00 33+00 34+00 35+00 0 o NO REVISION AA1E APPROVEDRECORD SW BEEP BEND ROAD N WASHAGIOVCafilY - DRAWING WATERLJNE RELOCATION Murray,Smith&Associates,Inc. 2298 to i _ SW1318T AVE.TOSWIONOARTHUR o A�ARII�VT OF SEE SHEET DISCLAIMER, 1 W.ERr 2298-3W.DWG FEDERAL HIGHWAY PROJECT NUMBER SHEET _= Engineers/Planners C �ARD — "- rrlir LMDUSEMD gym DJV 2/99 ADMINISTRATION NO. j E. '— °— 121 S.W.Salmon Suite 1020 PHONE 225-90107 w Potdand,Oregon 97204 FAX 2259022 1RAATATi�V VERSION 4.0gEsigED BLG 2/99 REGION DIMS ONN ■ ■• _ RECORD DRAWING 3/00 JRP 12_9_97 dsd 2/ss • /// II upo ' I I / OII / / NOTE: III �� I / / ZII I I. PRIOR TO EXIST 12" MAIN ABANDONMENT, REMOVE EXIST 8" & II �V I MAINTAIN MIN 6" CLR / / N I/ Qj / 12" VALVES & TAPPING SADDLES AS SHOWN, DELIVER TO CITY. H w1 BETWEEN STORM & WATER I1 I,�` I N11 C�STALLT TO EXIST 12" D I AS SHOWN Illl NOTE SI (TYP), SEE GEN - //‘(\3, /. /� • I 12" 22.5° BEND, MJ, (ROLLED DN) /,_ \\ .v 1t .I /j' I • I nn I 12" LS \ \ I . �/ I SLOPE CATCH LINE `'� ^ \V� ,I- " 22.5° BEND, MJ, (ROLLED UP) II �'11,,ji I EXTG. STORM DRAT ----- - %- � STA-39�08--1 1'RT — —_ 'V ',„I _ —I SLOPE CATCH LINE R�W - _— I-24" BFV MJ ft 4 `� I + _ � .. ---- A CONNECT TO EXIST-$'� / �� — -------- (;') a SIA_8+-> 8,-?•-1'-R-T-- at 1 D1 'LECT RT I I' RT + La • 'y' INSTALL: , —11111 -•` y - - - —co 0 /SANROL DN I I-24 x 8 TEE, MJMJI-8" 45° BEND J x PE, jf 1 5446'D 1 I-8" GV, MJ I I LLED UP) I—8" SPOOL, 2' L ►+ 1 �� V1"/ + S.W. BEEF BENDRD.o co ,� J i- i �' V�c� lax_IA____1 � i 15 100 — W cn W z — ———___ _ I o = u _ ————— 18 — 1 56' - — — — ,,fif� rvfWo,� f�,��,vrva� Fi�� �yvfi — w W __ _ '�f 18 — 155' EXTG.E/P� �__ -- __ — ---- — _-__— _ _ __— w •� 'Jcn (� J f�� � •filcfi1 � �� —— — —— "■ 31, 27' __ �, � _ SLOPE CATCH ---- o- -- ------ -- - - AB II __ •AIN - - —__------_� S[OP��A-fCI-1-C _ _ ---- A SON EXIST I�, _- -- -- �71�/ _ �?`� U O- `-- -�_ ---- ���f/f/ ---- STA 39+24, I I RT ---___-_ /f//f///f/fi /f.vflli�s�,. ��. ��ii; _ • '/ /�/�/f__------ �1. ...SEE SPECS & �/ J� INSTALL Q - Q I—24" x 12" TEE, MJ ill-- - — —— cn _ _ _ SINE -- / I-12" BFV, MJ, NORTH o TELEP E CONN ••'I TO EXIST 6" C I AS SHOWN Q // 1-19" SPOOL, 2' LENGTH I x INSTALL: / _ 7' • o `- ' 45° BEND, MJ, -_ PLUG ENDS OF ABANDONED 0 a - 1 I�" 45° BEND --VERT UP) ,,C; WATER MAINS (TYP), ,a P LAN I I I-6" LS co REMOVE EXIST 12" SEE GEN NOTE 18 / �� I . 45° '"ND, MJ, (ROLLED UP) VALVE, SEE NOTE I REMOVE EXIST 8 TAPPING N SCALE: I =20 I—6" - Qe ID, MJx PE, (ROLLED DNY VALVE & SADDLE, SEE NOTE I / 280 I.0N — ------------- 280 NN w II II --i O_w_w -- i� GI N + �i' Mom 275 Oo EXIST GRADE @ C.L. < o ___---' N_ _ a0 _---- ----- 270 "'n r - 270 w-- CO OD �w _-- ��// > �r O N -- y- N N 265 PROPOSED NEW ROAD N N 24"o\ o +w w 265 w w N rn—o — N Mocn _ ° -- oII -Ir Inp� -V NN 1- — �u7 INSTALL @ EL SHOWN �y� a. - — + — x NN 260 W/60" MIN COVER '0 _ ~ AI 260 PROPOSED FINISH GRADE a — o_ ABOVE PIPE UNLESS i' �y c~n w Q 1- OTHERWISE SHOWN y _ 0 w y E 255 _ z ' _--- 255 Y APPROX EXIST GRADE i' N ABOVE PIPE z T 250 —r�z, m ` 250 + a o N — o I y a CD 245 — N 245 I i:,i_i-__---------------------------- — 0NCDrn240240 co (se) WAIL - INE DlROF LE SP 0 CR) o • SCALE: I "=20' HOR I Z, 111=51 VERT - • - • N N 235 _ 235 cL 0 35+00 36+00 37+00 38+00 39+00 40+00 Na RE1v1810N DATE APPROVED RECORD SW BEEF BEND ROAD 2298 WATERLINE RELOCATION N WAS NGTANGOIVTY DRAWING Murray,Smith&Associates Inc. SW 131ST AVE TO SW ICING ARTHUR o v = _ SEE DISCLAIMER, —_ ___ = Engineers Planners CRY OF TIGARn DIFARTheir SHEEP 1 W. 2298-3W.DWG FEDERAL HIGHWAY SHEET ADMINISTRATION PROJECT NUMBER j - ° ° 121 S.W.Salmon Suite 1020 PHONE 225-9010 OREGON LARD ISE AAD DRAM DJV 2/99 NO. 6 _--= TRANSPORTATION eLG 2/99 REGION OREGON Portland Oregon 97204 FAX 225-9022 VERSION 4.0 JSJ 2/99 Q w J A RECORD DRAWING 3/00 JRP 12-9-97 CIE 10 DIVISION 8 W• / SEC. 9 T.2 S. R. I W., W.M/. / / / MAINTAIN MIN 6" CLR / NEW EXIST PAVEMENT BETWEEN STORM & WATER SLOPE CATCH LINE ___ _ ADWAY TO REMA I N — ao 0 MAINS (TYP), SEE GEN __------f-- � --- NOTE 18 /R/W ----+ _ + A 4�-Leo, Lfi' RT. ---— --0-- - STA 44+08, 13 RT 8 O r`� f INSTALL: ;-:4 NSTALL:: - : �_:�� �I I-COLLAR TB I-24" x 6" TEE, MJ x FLG w = " G x MJ _ - - - - -__-_--- / �PAV INC L I M I TSSTA 43+94, 13' RTL O i 2"-45'D I 1 �FH ASSY - _ ___---- // _-__ INSTALL: I 15"-54'D I / I-24" x 12" RDCR, MJ x PE EXIST 12 GV - 16' —:.- ---- _ - 12" LS I 00I_ ____________1 XTG.E/P _ �� . IV. BEEF,' BEND RD. — -— I— (/) 1 E - _ - - - 0 15 100' I _ `� _ - - —� i _ — —_—� - r1 5"=200' I ---- -- ( 12"EXTG. D I W- W - :cfav4�{/#1fe'�Kf/,y,vf�fEfEfllzvyvry /fh�f-fHf/f-/f-/f-/fffffNf-1r�/f/f/fhFfff/f-/f-/f/f/fff/�)hl�/f/t/ �'.AV I NG LIMITS Ft `Vlt///f -SOFT-CAT EINE- EXTG.E/P --7 �� ������. -� .-� '`+N1=` _ ��� � ELEPH ---- ----------- -- -- J - -- -- -- -- -- -- - -- -/ -- -- -- -- - �J- �-- " -- -- -- -- -- R W SLOPE CATCH LINE ------ TELEPHONE LINE I U ® \�O `��( + + W ' jqMDjf0NED 15 G ' N.k..---0 \\ `‘S) _----] PLAN S. SCALE: I "=20' A M N. w w u;o a I- . 295 295 INSTALL 0 EL SHOWN ci a Q o rn W/6C" MIN COVER TO ,in w_w_ PROPOSED NEW ROAD- O x w PROPOSED FINISH GRADE + PROFILE ® C.L. N _N= - N N ABOVE PIPE UNLESS o N +3 +N 290 o W W OTHERWISE NOTED .� - -4 z dI- `` 290 +-- c~i�N'� a APPROX EXIST GRADE a N w �o� v~iw ABOVE PIPE Nw> a= - � 285 N N N � p-- �- ------- --- - --- 285 o -------------------__� -- O 280 EXIST GRADE 0 Cam. 74"11 o E) I ST 12" I 280 Di o co 24"D I 275 275 o in + K, O o � cn 0 270 SP 270 l 013 WATERLINE DROF I LE i . SCALE: I"=20' HOR I Z, I "=5' VERT i 40+00 41 +00ix 42+00 43+00 44+00 45+00 0 ND REVISION DA1E OVER RECORD SW BEEF BEND ROAD o WAI�Tt'7lIVCOUVT)' 2298 WATERLINE REVOCATION _ _— Murray,Smith&Associates,Inc. • DRAWING o = __ — AVE.TO SW KING ARTFIUR = 7S1 _ -- i _ __ ngineers/Planners am of n��u S SHEET 1 W. 2298-3W.DWG HIGHWAY PROJECT NUMBER S E to��n�vtr SEE DISCLAIMER FEDERAL _ _ _ a_ o� LAADI�EMD - ADMINISTRATION SHEET D =__ ____p= 121 S.W.Salmon Site 1020 PHONE 225-9022 Ow 2�99 NO. Portland Oregoa97204 FAX 2259022 1RAIMPO1RTAfl�Y VERSION 4.0011® BLG 2�99 REGION OREGON RECORD DRAW LNG /00 JRP m JSl 2/99 10 DMSION 9W 12 9 97