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Beveland Street Office z m� SW BEVELAND STREET IMPROVEMENT PLANS RECORD DRAWINGS FOR RECENEDBEVELAND STREET OFFlct= CITY ° o r eci 20 U14- ® � w 1-1101, PLANMN)ENGINEERING Z MARD, OREGON x _ JE , SHEET INDEX _T - SWBEVELANDSTREE NO.NAME: ___ ANIC1.D COVER SHEET e � a GENERAL NOTES C2.0 n s� I Fss� EXISTING CONDITIONS, DEMOLITION AND EROSION & SEDIMENTATION C3.0 SWDARTMuTH'sr RO CONTROL:PLAN 99W SITE GRADING AND EROSION CONTROL PLAN C3.1 p� I I I I m _ 10 I h- ° m CONSTRUCTION DETAILS C3.2 217 SW BE I I I I —® W .Sr. Sry AN Si> m e.I I — NUN2j'fh� F; 1-5 ROAD PLAN AND PROFILE UJ RD SW HAMP 0 ST o ONSITE STORM LINE PLAN AND PROFILE C4.1 I ROAD PLAN AND PROFILE C4.2 i p� Boz Of W N SW BEVELAND STREET SECTIONS C5.0 O LLl C6.0 — - �. �_ V CONSTRUCTION DETAILS _ CONSTRUCTION DETAILS C6. Of1 Of m < LLI D 0 a CONSTRUCTION DETAILS C6.2 VICINITY MAP SCALE 1-=40• 1.-®GATT®N SAP � F— � 0 UJI SCALE: 1-1500' F- V) UTILITY PROVIDERS & JURISDICTIONAL CONTACTS LLJ -1 PORTLAND GENERAL ELECTRIC COMCAST LEGEND 9480 5W BOECKMAN ROAD 14200 SW BRIGADOON PLACE - PROPOSED WILSONVILLE. OR 97070 BEAVERTON, OR 97005EXISTING LLJ (503)570-4407 (503) 605-4634 PPi®PEFITY DESCRIPTION CONTACT: LORRAINE KATZ' :CONTACT: MARGARET PORTER TAX IAP+LOT FOUND IRON ROD WATER METER TAX':MAP 2S 1012AB,TAX LOT.2500 NW NATURAL GAS FRONTIER & SET WCI CONTRO (WITH POINT NUMBER) $� GATE VALVE 220 NW 2nd AVE. 4155 SW CEDAR HILLS BLVD. SITE 8M PORTLAND, OR 97209 BEAVERTON, OR 97075 0.62.ACRES (D SANITARY SEWER MANHOLE � FIRE HYDRANT (503)226-4219: 3046 : '(503)641-2004: Jr f ..EXT.EXT. 3 CONTACT: DAVID:ANTHONY ZONM �` IN CATCH BASIN STORM DRAIN MANHOLE y' \ MUE: MIXED USE EMPLOYMENT CONTACT: BOB ¢� NORTHSTAR ELECTRICAL CONTRACTOR �D STORM SEWER MANHOLE "�z�m � aN a a CLEAN WATER SERVICES A 2550 SW HILLSBORO HWY .19450 SW CIPOLE'RD.#107 PROPOSAL; POWER POLE ® CATCH BASIN � HILLSBORO OREGON 97923 AIAIATIN,OR_97062 HALF STREET IMPROVEMENTS TO SUPPORT `a' a UNDERGROUND POWER `° 3 (503)681-3600 (503) 612-0840 DEVELOPMENT OF.THREE OFFICE BUILDINGS': cn� GUY ANCHOR w CONTACT. 'ADAM SUMINSKI c-- UNDERGROUND GAS LINE p SEWER CLEANOUT SOILS ENGINEER ® CABLE TV RISER OVERHEAD LINE TUALATIN VALLEY &RESCUE T'ADDRESS of ®��.gq®W® WATER LINE x -GEOPACIFIC ENGINEERINGSTREET :0 WATER METER `13910 SW GALBREATH DR, STE 902 :.COMMAND&.:BUSINESS OPERATIONS CENTER ao - UNDERGROUND STORM DRAIN LINE AREIR D—S C HERWOOD OR 97140 11945 SW 70TH AVENUE 7086:SW BEVELAND STREET S5�®55� SEWER LINE ° S _ER', LIGHT POLE No,m °xa°I nxv: l7GARD, OR 97223 TIGARD,OR 97223 - UNDERGROUND SANITARY SEWER LINE carni TME (503)CT: JI I 503 259-1504 cs : umox°r we CONTACT: JIM IMBRIE, PE, CEG ( ) O MAIL BOX STORM LINE CONTACT: JOHN WOLFF x x— FENCE ARBORIST - APPLICANT- ® GAS METER 241 CONTOUR' V INTERVAL ;gym MORGAN HOLEN:&ASSOCIATES TUALATIN VALLEY WATER DISTRICT ®---®- EDGE-0F PAVEMENT 3'MONROE PARKWAY,'STE P220 1850 SW 170TH AVENUE SPECTRUM DEVELOPMENT, LLC ROOF DRAIN 240 CONTOUR 5°INTERVAL LAKE RO EPA KW 97035 BEAVERTON,OR 97006 PO BOX 1689 -r 'f�'�. TREE DRIPLINE am LAKE SWEGO54 .(503)846-3057 LAKE:OSWEGO,OR.97035 0 BOLLARD ® RETAINING WALL CONTACT: MORGAN HOLEN CONTACT: RYAN SMITH PHONE: (503):781-1814 TRAFFIC SIGNAL POLE FAX: (503)T DALB28 - CONTOUR-:' INTERVAL - CONTACT: KURT 0-8828 TELEPHONE.RISER ASPHALT'. � m CONTOUR 5' INTERVAL .z„'>��, � ENGINEER/SURVEYO ® ELECTRIC METER _ COI FIRE HYDRANT GRAVEL .� CONCRETE o WESTLAKE CONSULTANTS,INC. . _ _ - a PACIFIC CORPORATE CENTER :.I� IRRIGATION VALVE _. 15115: SEQUOIA PARKWAY, 241.00 TC TOP OF CURB ELEVATION 15115 S.W..W SEQUOIA PARKWAY, 97224 GAS VALVE CONCRETE 240.50 AC ASPHALTIC CONCRETE ELEVATIONSUITE w ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PHONE: (503)684-0652 WATER VALVE T ` CA FAX: (503)624-0157 SW SIDEWALK ELEVATION ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES- CONTACT: BRETT MUSICK,PE ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YARD LIGHT C6 CATCH BASIN ELEVATION (/) I YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. ���CI`♦�QR� - x^ (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION- ?0'-1 DECIDUOUS TREE -:"WIT'H SIZE'° (E) ` EXISTING f CENTER IS (503) 232-1987). .ELEVATIONS BASED ON CITY OF TIGARD X. w j .ELE o BENCHMARK NO.252 STATEMENT: THE UNDERGROUND UTILITIES SHOWN ARE o EVERGREEN TREE-"WITH SIZE THIS RECORD DRAWING REFLECTS o o Q UTILITY STATE N BORA DRAWINGS:PROVIDED`BY THE ELEVATION: 322:84 AS-BUILT INFORMATION PROVIDED BY PER FIELD:MARKINGS'AND RECORD DATUM: NGVD:29 THE CONTRACTOR. THIN INFORMATION Y. w w RESPECTIVE UTILITY-AGENCIES. LOCATION OF-NON-OBSERVABLE AND/OR SHOWN FOR RECORD INFORMATION ONLY. r O UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE z B EET RECORD DRAWINGS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. SHmom , UTILITY,VERIFICATION: CONTRACTOR'S SHALL POTHOLE TO VERIFY' T J-y-L cl m LOCATION OF ALL UNDERGROUND(UTILITIES PRIOR TO COMMENCING DRAWN BY: r DATE �'iy tY E CONSTRUCTION AND..SHALL PROVIDE WESTLAKE CONSULTANTS,INC. CHECKED BY: �i"`r: DATE:2/�//N JOB NO: "LLI ' 72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. 231 —007 g GENERAL NOTES: GRADINGAND PAVING NOTES: WATER CONSTRUCTION NOTES � z , -1. ALL WORK; HA IN28 m` SHALL BE ACCORDANCE WITH THE APPLICABLE m A L CABITHE OREGON N5,SPECIFICATIONS,:CODES;AND ,AND EMENTS 9: SPREADING F MUD OR DEBRIS UPON ANY C ROAD-IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK : 1. PRIOR BEGINNING.CONSTRUCTION ON WATER LINES 7VWD APPROVAL --mm OF CITY OF TIGARD CLEAN WATER SERVICES R&0 0720;THE OREGON`STATE PLUMBING SPECIALTY LODE;AND TO EFFECT'CORRECTIVE.ACTION,AT ANY TIME OVAL'.OF CONSTRUCTION PLANS IS REQUIRED. - .�• & . 2. THF CONTRACTOR SHALL MAINTAIN ONE SET OF TVWD STAMPED APPROVED PLANS ON THE CONSTRUCTION ca UNIFORM BUILDING CODE. L SITE ALL TIMES 2 EFFECTIVE EROSION CONTROL,DUST CONTROL,AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY THE CONTRACTOR -2.. SHALL PERFORM:ALL WORK NECESSARY COMPLETE THIS PROJECT IN ACCORDANCE NTH THE ORDER 1STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT.ANY TIME 3. NOTIFY TVWD 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A PRECONSTRUCTION6 `. PLANS INCLUDING SUCH INCIDENTALS AS MAYBE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND MEETING �. OTHERS'AS.NECESSARY TO-PROVIDE A COMPLETED:PROJECT. -4.. ALL 3.:EMBANKMENTS OR STRUCTURAL FILLS FOR EXCAVATED MATERIALS ACCEPTABLE OR FILLS TO BE CONSTRUCTED ON SHALL LE WORK SHALL RE IN ACCORDANCE WITH ANNA AMERICAN WATER:WORKS ASSOCIATION)ATION)STANDARDS. m (LOTS SHALL:BE CONSTRUCTED FROM'EXCAVATED MATERIALS:ACCEPTABLE TO THE SOILS ENGINEER AND:SHALL BE 3.THE CONTRACTOR SHALL HAVE APPROPRIATE ROPRIATE PERMITS BEFORE COMMENCING WORK ON THIS PROJECT BROUGHT TO.GRADE IN LIFTS NOT TO EXCEED 8 LOOSE"MEASURE. EACH-LIFT 5. ALL WORK WILL AND APPROVED BY ': 2 SHALL D 95% ACTED'O 90 TVWD PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST AND 95%WITHIN 3'OF � 4. .. THE s. E CONTRACTOR SHALL REVIEW THE GEO H ALL PIPE AN TEC. REPORT. THE CONTRACTOR SHALL:BE RESPONSIBLE FOR ALL SUBGRADE. :: D FITTINGS SHALL BE IRON,..CEMENT LINED,OF NEW MANUFACTURE AN rr,, ,, o D MADE IN THE USA.PIPE SHALL BE rel P RECOMMENDATIONS AND CONDITIONS SET FORM IN THAT REPORT. TYTON. JOINT.DUCTILE IRON,CLASS 52 ALL FITTINGS SHALL BE M' J(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. 4:STRUCTURAL FILLS SHALL COMPLY WITH:CHAPTER 70.APPENDIX CHAPTER 33 OF THE UNIFORM BU.LDING CODE. CONSTRUCTION EXISTING E S LOPES GREATER: i , THAN 5.1 SHALL 8 A c.:. 5.THE E ACHIEVED BY BENCHING INTO TH ': " E CONTRACTOR SHALL KEEP AN.APPROVED OF PLANS WITH:ALL APPROVED REVISIONS N E EXISTING BANK: --7. COVER FOR ALL.WATER - Itl SO 5 ON THE PROJECT SITE AT MAINS IN:STREET AND RIGHTS-OF-WAY WAY SHALL BE 36.BACKFILL - L SHALL BE�" 0 GRAVEL. ALL TIMES.ANY CHANGES SHALL BE I "A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES;SAND SOIL:AN UNDERDRAIN MUST BE FRONDED. THE �V E DES GNED BY THE ENGINEER AND.:SUBMITTED AGENCIES FOR APPROVAL. z :-'UNDERDRAIN;IF REQUIRED,eWILL BE CONSTRUCTED BY LAYING<NONWOVEN FILTER FABRIC,EQUIVALENT TO EXXON G " m z TF B. ALL VALVE-OPERATING NUTS SHALL �.: .m BE WITHIN 36 OF FINISHED GRADE, �d�:- VALVE OPERATING NUT 12500 ALONGF _. .EXTENSIONS WILL BE H THE BOTTOM 0 THE STARTING BENCH,THEN PLACING A SIX:INCH LAYER-0F1 3 4. DRAIN ® �iwni:. 5. THE CONTRACTOR SHALL N OR NOT ON MAINTAIN ALL EXISTING Yi_ / ROCK,:. REQUIRED. UTILITIES ON THISSITE. ANY DAMAGE TO EXISTING AND FINA z"' N= LLY:COVERING:THE DRAIN ROCK WITH THE:NONWOVEN':FILTER FABRIC. SUCCESSIVE BE � UTILITIES, WHETHER SHOWN OR NOT ON ATHISND F NCI NG,.SHALL BE REPAIRED/REPLACED AT THE CONTRACTORS CONSTRUCTED WITH A w^m TH.VERTIC L FILL BETWEEN TWO TO FEET BE.COMPACTED IN LAYERS NOT TO".EXCEED 8 F E'o 9 FIR_HYDRANT A -'. EXPENSE:'EXISTING SURFACE.FEMUR - ASSEMBLY CONSISTSVALVE, a : ES:AND tFENCING:SHALL BE REPLACED IN KIND, UNLESS OTHERWISE NOTED ON'THE INCHES.-:A OF A':MJ X:6.FLG. TEE 8 FLG X MJ:GATE E CH 8-INCH LAYER SHALL COMPACTED'TO AMINIMUM OF 90.PERCENT AASHTO T-x.80 DENSITY. THE .6 MJ X MJ SPOOL, x� ONL:OF THE AMERICAN AUK. R CLO HYDRANTS: MUELLER-0ENTURION OR SUPER CENNRION - PLANS- FILL SLOPES.:SHALL NOL EXCEED 2:9 ATFlNISH GRADE.'NO ROCK:OR SIMILAR MATERIAL EXCEEDING A 92-INCH KENNEDY K 89,=WATEROUS PACER,M&H 2 w MODEL 129,AMERICAN qVK OR CLOW MEDALLION. 7. THE CONTRACTOR SHALL HAVE ALL EXISTING .DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL 'UTILITIES LOCATED PRIOR.:TO ANY WORK,INCLUDING POTHOLING. '10. EA6H.FIRE HYD ".. "" 5: THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN:ADVANCE 8Y T HYDRANT BE INSTALLED UPON A.12 X 12 X.8 THICK PRE-FORMED CONCRETE PIER BLOCK'.ONUNDIS HE NTS OF N 18,THE XI ;C CONTRACTOR, AnVES01L AND COVER -3/4' E STENCE AND 0 CTOR=OF.T ED '4CU TELOCATION OF KNOWN UNDERGROUND UTILITIES STRUCTURES SHOWN: N T STARTING TO DETERMINE THE FOR ANBIC FEET MINIMUM OF CRUSHED 2 - 0 HESE DERDRAIN LAYER AND TO VERIFY / DRAIN ROCK MEETING THE REQUIREMENTS OF COOT wmx. DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE.LOCATIONS AND DEPTHS OF THESE -EXISTING CONDITIONS. SECTION 00430.11.' UTILITIES:ARE FROM'-THESERECORDS AND ARESHOWN:FOR THE CONVENIENCE OF THE CONTRACTOR. NO r dmv+ Bs THEI a CITY SHALL_ ❑ BE WITH A;COPY OF THE:GEOTECHNICAL ENGINEERS REPORTR 91. A RESPONSIBILITY IS`ASSUMED BY LTH /ECOMMEVDATIONCHANGES: : U SANITARY SEWER.LINES WITHIN 90 FEET LATERALLY OR:3FEET VERTICALLY OF A:: EITHER THE OWNER OR THE ENGINEER ACCURACY DR'COMPLETENESS. " .WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10:FEET ON BOTH SIDE:OF THE CROSSING:. WHERE CROSSINGS ARE 7•S SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING.CONSTRUCTION THE CONTRACTORSHA L NAPPROXIMATELY - . ,. L NOTIFY THE N . ECESSARY THEY.MUST BE MADE AT ,.9. N 90`D CO TRACTOR TO NOTIFY CITY COUNTY AND ALL.UTILITYCOMPANIDEGREES WITH AT LEAST 18"OF SEPARATION ES AMINIMUM-0F 48 HOURS(2.BUSINESS DAYS)- ..SOILS AND.CIVIL ENGINEERS OF THE :FOUND AND HIS ACTIVITIES IN: BELOW THE WATERLINE. ' " -., A MANNER THAT WILL PRIOR TO.START OF CONSTRUCT10N.BY.CALLING C LL G -0NE CALL AT..246 6699 OR AND ALL:OTHER ALLOW THE ENGINEERS TIME.70':REVIEW.THE SITUATION AND PREPARE A PLAN TOPROPERLY MITI SATE THE WATER C 12. THE CONTRACTOR SHALL PERFORM PRESSURE LEAKAGE TESTS ON NEWLY LAID PIPE IN ALCOR APPLICABLE AGENCIES,AND SHALL COMPLY ALL OTHER REQUIREMENTS OF OAR 952-001-0010 THROUGH OAR "ENCOUNTERED: DANCE WITH DISTRICT STANDARDS.THE DISTRICT ENGINEER OR:INSPECTOR:SHALL BE NOTIFIED A MINIMUM 10F 24 QUARE INCH)SHTESTINGLB 952-001-0090. - g, :AND SHALL Li .THE CONTRACTOR SHALL:HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE MONITOR.THE TESTS MAX MAINS`WITH OF STATIC AER MAI S IT TOO PSI(POUNDS REG GREATER TAN SHALL:SHALL BE PR 150 PSI -REQUIRED FOR EACH 2'fEET OF FILL.- ,. ) FOR AT 1 WITH ArM HE STATICS ES 5 PSL'WA WATER MAINS WITH ASTATIC PRESSURE GREATER THAN 100 PSL SHALL BE PRESSURE 10.AFTER LOCATES ARE REQUESTED.AND UTILITY COMPANIES HAVE PROVIDED LOCATES, CONTRACTOR SHALL POTHOLE TO TESTED AT 1.5 TIMES'THE STATIC.PRESSURE FOR 9 HOUR WITH A:MAXIMUM LOSS OF 5 PSL THE DEPTH OF THE:PROPOSED UTILITY TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING 9.:EXCAVATOR MUST COMPLY IWITH - _ _ OAR 952 001 0010 THROUGH OAR 952 001 0090.(UTILITY PRE-NOTIFICATION,ETC.). ':. CONSTRUCTION AND PROVIDE WESTLAKE CONSULTANT59NC! AND THE APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF 13. UP - GN SATISFACTORY POTABLE W LE R PRIG TESTING,DISI FE NEW MAINS AND CONNECTIONS L EXISTING Z ANYPOTENTIALCONFLICTS. 10.PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STIR RIGHT-OF-WAY, NG MAINS SHALL ISE CLEANED AND STREET RIGHT OF WAY,UNLESS OTHERWISE FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES H ,SHOWN ON THE GRADING:PLAN. THE BOUNDARIES OF CLEARING.LIMITS: ` SHALL 10 AT LEAST 2.5 FEET PER SECOND..DISINFECTION SHALL BE CLEARLY FLAGGED iN THE SHALL CONFORM TO _. ANSI USE.STANDARD 0659 IN ACCORDANCE D NCEWITH OAR 333.06100050.10 'O. THE CONTINUOUS FEED M ii:THE.CONTRACTOR.SHALL BE RESPONSIBLE '.FlELD PRIOR- C )O ETHOD S lE FOR-COORDINATINGTHE-RELOCATION OF BURIED AND OVERHEAD :. TO CONSTRUCTION. NO`DISTURBANCE:BEYOND THE FLAGGED'CL AR E LNG LIMITS:SHALL BE OF DISINFECTION SHALL BE USED:DISINFECTINGMIXTURE SHALL BE A:CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL :PERMITTED:-FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. : OF,25 30 ITE (MILLIGRAMS ATERS PER N INTO THE i PIPELINE AT MIXTURE WILL BE PREPARED BY INJECTING A:CAER IS CALCIUM/SODIUM / 12.THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. �yJ HYPOCHLORITE AND SO SOLUTION INTO RI E PIPELINE ATA MEASURED RATE WHILE:FRESH(POTABLE)WATER.L ALLOWED TO FLOW 11. WET WEATHER CONSTRUCTION: SEE GEOTECH REPORT. _ THROUGH THE PIPELINE SO THAT.THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. 13.ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM AS-BUILT DRAWINGS AND A SURVEY TREATED(CHLORINATED)WATER SHALL RETAINED 9N:THE:PIPELINE LONG ENOUGH HE DESTROY ALTO HAVE RE FFORM LNG-BACTERIA.TYPICAL RETENTION PERIOD IS O COMPLETED BY WESTLAKE:CONSULTANTS INC. THE CONTRACTORSHALL Y151T THE SITE AND VERIFY ALL EXISTING 12.STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES 24:HOURS.AT THE END OF'THE 24-HOURPERIOD THE PIPELINE IS TO HAVE A FREE CHLORINE THROUGHOUT T OF A LEAST 90 UAL. tl CONDITIONS AND ELEVATIONS TO HIS OR HER SATISFACTION. : SHOWN,UNLESS OTHERWISE NOTED. AFTER SATISFACTORY CHLORINATION,FLUSH THE WATER:FROM THE LINE UNTIL THE WATER THROUGHOUT THE:PIPELI PIPELINE N 5 EQUAL QfJ CHEMICALLY AND`BACTERIOLOGICALLY TO THE PERMANENT SOA WATERWAY AY WTHO SPOSE OF THE IN AN P 74. APPROVED -` ANY ALTERATION OR VARIANCE THESE PLANS EXCEPT MINOR.FIELD ADJUSTM EENT NEEDED TO MEET EXISTING 13:TALL PROPOSED V LLJ ELE ATIONS-SHOWN:SHALL BE.CONSIDERED TO BE PINI MANNER..DD NOT ALLOW DISINFECTION WATER SH SURFACE ELEVATIONS,INCLUDING ATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE E'DISPOSA A OTHER SATISF I ACTORY � FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE APPLICABLE AGENCY REPRESENTATIVE AND THE ENGINEER. :REPLACEMENT-0F STRIPPINGS,UNLESS OTHERW98E NOTED: METHODS OF REDUCING CHLORINE RESIDUALS:TO A.SAFE LEVEL AS MANDATED BY DEC..AFTER DISPOSAL AND FLUSHING OF THE DISIVFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING.COORDINATE WITH O 0. 15:ANY CONSTRUCTION OBSERVATION'.BY THE CITY OR THE ENGINEER,SHALL NOT, IN ANY WAY, RELIEVE THE.CONTRACTOR 14.A : TVWD: FROM ANY'.OBLIGATION LL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC MATERIALS,AND Z TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REPLACED AFTER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. ' REQUIREMENTS � 15.THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE 16.APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN. THE CONTRACTOR.SHALL PROVIDE ALL MATERIAL, SOILS ENGINEER. - Q Q EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED �r c'. -BY EROSION SHALL BE CORRECTED.BY THE CONTRACTOR. 16.:ALL CUT OR FILL SLOPES:SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO(2)HORIZONTAL T01 ONE - Lij SOILS UNLESS AUTHORIZED BY THE VERTICAL AL ' : : , ;; �-- - 97.DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRISCONFORMANCE WITH ALL ( ENGINEER. Z �.,. REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE.THE RESPONSIBILITY OF THE CONTRACTOR. {- 17.CONTRACTOR TO HAVE SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO MEET THE CITY OF TIGARD 0 Llj C� 18.ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD(TEMPORARY) TEMPORARY) �OR HOT MIX AT THE REQUIREMENTS AT THE DEVELOPER'S EXPENSE.TESTS SHALL BE:PERFORMED BY A QUALIFIED TESTING AGENCY AND. �E S CLOSE OF EACH WORK DAY.TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. WRITTEN RESULTS SHALL BE.PROVIDED TO BOTH THE ENGINEER AND THE CITY OF TIGARD.SHOULD COMPACTION ®p� 'REQUIREMENTS NOT BE MET,CONTRACTOR SHALL RE-COMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS �T®fllVl DRAINS: 19:ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM - TRAFFIC CONTROL.DEVICESMUTCDAS:MODIFIED BY THE OREGON'SUPPLEMENTS. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS:CLEANOUTS,VAULTS,ETC.THAT V) ( ) ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO:FINISH GRADE.:STORM DRAIN'INLET STRUCTURES 1. ALL STORM DRAIN CONNECTIONS ARE TO BE:TEES UNLESS OTHERWISE NOTED. 20.PROVIDE 18 GAGE TRA STRUCTURES SHALL BE ADJUSTED SO WATER LOWS INT CER WIRE FOR ALL NONMETALLIC UNDERGROUND-570RMDRAINS, WATERLINES,AND 0 THE:STRUCTURE WITHOUT PONDING WATER. �- 2 ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED T0 A DRAINAGE SYSTEM.DRAINAGE BLOCKOUTS SHALL BE J SEWERS 19.ALL DIRT SPOILS FROM STREET,PUBLIC UTILITY,FOUNDATION AND DRIVEWAY CONSTRUCTION SHALL PLACED IN CURBING.FOR THOSE:LOTS ONLY INDICATED ON r THE PLANS.BLOCKOUTS.ARE TO BE-LO CATER 5 FEET:FROM PROPERTY Q . " . 21.ALL PIPE BEDDING SHALL BE 3/4 0"CRUSHED ROCK FROM A MINIMUM 4"BELOW THE BOTTOM OF THE.PIPE TO BE DISPOSED 7OF,HANDLED,OR STORED`.OUTSIDE THE:DRIP LINES OF THE.REMAINING TREES. LINES THE SPRING LINE FOR PIPE SMALLER THAN 18 DIAMETER,:AND 6'MINIMUM FOR 18"DIAMETER OR:LARGER.. TRENCH 3. ALL STORM SEWER SHALL BE INSTALLED WITH WATERTIGHT JOIN E CH T E TS IN EASEMENT AREAS. BACKFILL SHALL BE.AS NOTED IN THE TRENCH"BACKFILL DETAIL 20.ALL WET WEATHER CONSTRUCTION MEASURES SHALL BE IMPLEMENTED AS:DIRECTED BY THE SOILS - ENGINEER:IN.ACCORDANCE WITH THE CITY OF:TIGARD STANDARDS. 4.STORM SEWER PIPE,UNLESS OTHERWISE NOTED ON PLANS,SHALL BE PVC PER ASTM'D-3034(SDR 35). 22.A PRE-CONSTRUCTION:MEETING IS REQUIRED WITH ALL INSPECTORS PRIOR TO.STARTING ANY WORK. 21.ASPHALT CONCRETE PAVEMENT MIX SHALL BE DESIGNED FROM A MIX FORMULA APPROVED BY THECITY FOR 5.BACKFILL MUST BE.C -.MATERIAL USED.CONTRA-OR SH s COMPACTED TO A DENSITY OF.95%PER AASHTO T 99 IN PAVED OR STRUCTURAL Fl 23:CONTRACTOR TO LOCALE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS:DISTURBED CT SHALL ENGINEER CITY WITH CERTIFICATE OF COMPLIANCE LL AREAS.MINIMUM .FROM ASPHALT PAVEMENT UNLESS OTHERWISE INDICATED. COMPACTION IN UNPAVED OR NON-STRUCTURAL FILL AREAS IS 909 DURING CONSTRUCTION:OF THIS PROJECT SHALL BE REPLACED BY A:REGISTERED LAND SURVEYOR AT THE :.CONTRACTOR'S EXPENSE. 6.STORM.DRAIN 22 THE ASPHALT CONCRETE LINES SHALL BE WRITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS#THE CLEAN >'� CONTRA PAVEMENT MIX SHALL T COMPACTED TO PER ENGINEER N TIGARD:PUBLIC WORKS ROCK.S. o. TESTING SHALL PERFORMED'AFTER CONSTRUCDON'IS'COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE:ROCK: �� REQUIREMENTS:CONTRACTOR SHALL:SUBMIT:TEST RESULTS TO THE ENGINEER ANO CIN. TH•ECDEFLECTION TEST AS DESCRIBED IN THE.AMERICAN PUBLIC WORKS ASSOCIATION'MANUAL-OREGON CHAPTER.. 97 ' IS REQUIRED. ALL STORM SEWER:LINES WILL BE:THOROUGHLY.CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING :.. : a z m.: 7.TI"E ENDS OF STORM DRAIN SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4'MARKER EXTENDING > o COMPACTION NOTES: A MINIMUM 12'ABOVE THE GROUND WITH THE:END PAINTED WHITE.ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER(SEE 01 ALL SANITARY SEWER DESIGN,MATERIALS,::INSTALLATION DETAIL 290-ST). w s SANITARY.SEWERS SHALL COMPLY WITH:CWS R&0'07-20. z 1.-.STRUCTURAL LOT FILL- ? 8.NOTIFY:CITY OF TIGARD INSPECTOR 48-HRS.PRIOR TO PERFORMING ANY WORK. MINIMUM PERCENT COMPACTION.:REQUIRED: :90% ALL LL LATER TEST METHOD R ALS WILL IBE 4 REQUIRED TO DETERMINE MAXIMUM.DENSITY. T 1 9.. DIAMETER,WHITE IN COLOR ANDHAVE'A 80 1.THE ENDS OF SANITARY SERVICE LATERALS OR PIP � MINIMUM SLOPE OF 2.007.,UNLESS OTHERWISE NOTED ON �� E STUBS SHALL BE MARKED WITH A ONE 2X4 MARKER PLANS: ae °P�tt O° xfsnn UN"'.1 Ino ° 'FREQUENCY.OF DENSITY TESTING IN LOTS: 8"LIFTS 3 TEST FOR EACH FEET OF FILL :EXTENDING:A MINIMUM 36'ABOVE'THE GROUND:WITHT1iE END PAINTED GREEN.ATTACH MAGNETIC'TAPE:ALONGSIDE MEW n : : eANN,,E ...:.me xa nex THE 2X4 MARKER 10. ALL LATERAL LOCATIONS SHALL BE STAMPED"D'IN THE CURB. 2..ROAD SECTION EMBANKMENT: 3 MINIMUM<PERCENT-COMPACTION REQUIRED: 2.ALL SANITARY SEWER PIPE-SHALL BE.PV PP CD-3034 90%BELOW 3CF SUBGRADE, 95%WITHIN 3 OF C.IPE,.GREEN IN COLOR AND CONFORMING TO ASTM. (SDR 35) wri :-TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY:'`T 99 OR T=180- INSTALLED IN ACCORDANCE WITH ASTM D-232LUNLESS'OTHERWISENOTED. m v FREQUENCY OF DENSITY TESTING OF EMBANKMENT: 8"LIFTS 3 TESTS FOR EACH 2' OF EMBANKMENT 3.ALL SANITARY SERVICE LATERAL CONNECTIONS ARE TO BE TEES UNLESS OTHERWISE NOTED. 3. ROAD SECTION - SUBGRADE• 4.MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN'WATER,AND SANITARY SEWER LINES EX ar CEPT AT om MINIMUM PERCENT COMPACTION REQUIRED: 95% CROSSINGS.:VERTICAL SEPARATION SHALL BE AMINIMUM OF 18 INCHES CLEAR DISTANCE WHERE.WATER LINES CROSS IJIImiC;.-UTILITIES 2 '.PERCENT COMPACTION%REQUIRED:TO WHAT:DEPTH BELOW-SUBGRADE:I FOOT OVER SANITARY SEWER:LINES. =TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY::AASHTO T-99 N 5.BOTH SANITARY SEWER AND:WATER.LINES S - HALL ER ICE LATERAL, ENSURE SYSTEM INTEGRITY.BOTH OF BA E TESTED L , v "FREQUENCY:OF DENSITY TESTING-OF SUBGRADE. AS NEEDED ELECTRICAL, GAS,AND T.V.SERVICE SHALL BECOORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY � AFTER CONSTRUCTION IS COMPLETED INCLUDING SERVICE LATERAL..BACKFILLING,AND COMPACTION OF BASE ROCK COMPANY. E 4. ROAD SECTION AGGREGATE BASE: 6.ALL SEWER SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET INTO:THE PROPERTY 70 THE;EDGE OF THE 2. UTILITY TRENCHES ARE TO 8 E DUG,UTILITY.CONDUIT IS TORE PLACED, CONTRACTOR TRENCHES ARE TO ELECTRICAL, ,TELEPHONE, VAULTS.ARE F, MINIMUM PERCENT COMPACTION REQUIRED: 95% 'PUBLIC UTILITY EASEMENT:c UNLESS.OTHERWISE NOTED ON THE PLANS,:LATERALS SHALL BE 4"DIANE R TE WITH A TO VICE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE CONTRACTOR':PER fLECIRICAL,TELEPHONE,'GAS.AND T.V. z � -TEST METHODS REQUIRED TO DETERMINE MAXIMUM DENSITY: OSHD TM`706 OR T-99 'MINIMUM GRADE OF 2.09 `- SERVICE PLANS.AND STANDARD:SPECIFICATIONS o :FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE: AS:NEEDED 'F: po a 7.THE LOCATION SAND/OR STATIONING AND THE VERTICAL.DISTANCE FROM THE GROUND TO THE INVERT ELEVATION OF S'ROAD SECTION - ASPHALT PAVEMENT ALL SEWER SERVICE LATERALS SHALL.BE..RECORDED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER. a MINIMUM PERCENT COMPACTION REQUIRED: 92% 8 MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 36"FROM THE TOP OF THE PIPE TO SUBGRADE. BACKFILL AD TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY, OSHD TM 306 : -MUST BE:COMPACTED TO AI.DENSITY.NOT LESS THAN 95%IN PAVED OR STRUCTURAL FREQUENCY.OF DENSITY TESTING OF AGGREGATE BASE::5 TESTS:MINIMUM-AVERAGE DENSITY 1:COMPACNON=IN UNPAVED,NON-STRUCTURAL` FILL AREAS.MINIMUM FILL 90%.COMPACTION ISSTO BE PER AASH TO T-99.:MAXIMUM -FULL TIME INSPECTION:OR SPOT CHECKING OF COMPACTION`. SPOT COMPACTION:TEST SPACING OVER PUBLIC.SANITARY.LINES IS 150'. N 6.'UTILITY TRENCH BACKFILL (BENEATH PAVEMENT OR SIDEWALK) 9.ALL SANITARY SEWER LINES:WILL BE THOROUGHLY CLEANED PRIOR TO MANDRILL TESTING,AIR TESTING,VIDEO TAPING, C� MINIMUM PERCENT COMPACTION REQUIRED FOR:BEDDING:'90% AND MANHOLE TESTING. (VACUUM TEST REQUIRED). Z c MINIMUM PERCENT COMPACTION:REQUIRED FOR'PIPE ZONE: 90% 10.NOTIFY CITY OF TIGARD INSPECTOR 48-HRS.PRIOR 10 STARTING WORK,OR ANY TESTING 503-681--4444. y >MINIMUM PERCENT COMPACTION REQUIRED A80VE PIPE ZONE: 95% THIS RECORD DRAWING REFLECTS 'z 1.TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY:-T 99 iL ALL LATERAL:LOCATIONS SHALL BE STAMPED-"S"IN <AS-BU ILT``INFORMATION PROVIDED BY 2 O` < THE CURB. THE CONTRACTOR. THIS I INFORMATION IS ;,5 :DIFFERENT REQUIREMENT FOR PVCs NO -SHOWN FOR`RECORDBNFORMATION::ONLY. w ry IN LANDSCAPE AREA: 85% _RD z. ADDITIONAL INFORMATION/COMMENTS: SHEET *WHEN USING NUCLEAR GAUGE, TWO READINGS AT EACH SITE, THE SECOND AT RIGHT ANGLES TO RECORD DRAWINGS t THE FIRST. THE TWO READING WILL BE AVERAGED TO OBTAIN TEST DENSITY. DRAWN BY: DATE:sG(s/rc 2" CHECKED BY: (e DATE: LLI IJOB NFl=2- 2 07 :g z � mm CONCRETE G. WALK TO ,W RESIDENCE - _ 001A213 STORM MANHOLEJOIA187 STORM MANHOLE#2G9G p RIM EL-235.26'. RIM EL 239.03 GRAVEL q �IE 12"(N) 227:31' IE 12"(W)=234.38 DVJY MB ar.. ASPHALT i I ASPHALT IE 12"(E)-222741' CONCRETE 1E 12"(S)=234.70 - r DWY \� o IE 12(W)=227.26' DWY(27 IE 52 SE=234.5 .,,.I J l / DWY WIDE) `SEE NOTE 9 ,` ` �• a\� D ---- - c D ------ � 4 __`_---�-- sEE NOTE s_- --c ,c '-G `-I- E- z� c ' c STORM A� 4 n E- o �ian`i RIM EL=240.59; Fom SW BEVELAND STREET / u H r% w 93 IE 12"(NW)=235.14 �I / a Vmz ss ss - \ �. 5 IE 12'(E)=238:04 r: �:'A 2 amw «t / ti ss ss s5- ss - ss ss -_.Ss s, "�. IEs,10"(SE)=235.49 I> -- ~ _- ss-: -sem, _SEE N07E 9® s T-' '..SEE N07E 9T=; - T -r - - s s.,T ' / �. .,,r_ , o; STORM VAU T / ; r -rte,, X147.26 c� W r .x236.72 . : F. .. ,,,. ,. /' / is r.- ., , , r i / ,:I- ,/(2D9B, : r / Imo.,->,-�.-�SY.�_._'S ' X36.55.,::.,:. ,r �. ,' _/. r !RI E a '_'� .. r / r. r /. �� r (TOS NDT 4LI / w,n wv. / r " r ' n 6 2 r , (STORM­ 12 4G_, :. ., ' I` / ,, / �.P , ✓.- ,.r .._ r ,...; r 41... 2. ; � ).,2,: ,65 . r ; ,� ; � r :„ >ry /; r � / u"r k 2( L231.76 " r ..r O OM- �@;PI r. 'NO PARK JNG" -r""�.. F IX1ND 6/8 I R _- s SDED P� ®, -_-- ..`D.--_.- � ;,.; -_, ___ ..�. �'. X94 _ rLLJ , --cam SD z DID F_ O ! F`c� SD SO DE ,- 7E -_ TSF OF -_ sc J 7 �' wa y°®o`� 100.06 oo - � I. -- o - _ - _ Z '. 12 .,,,., � 1, : „WM; r:- ,. 0 ,, 1 72 ..., / e SPH®� `. �v4 ak ,` - r� :;. 6 9 .®- s3v r Q ' A ALT � � z3sat f �_ ,_ / S DWY I : - r sns X®X-X®R®X-=-R®1t X-,®_%-X.'tX®X��X- o C - � J :, 1e e 2asas, 15" o -FOUND 5 8'w/vc - //J MARK®' AR' � � ,� v SCJ' �''. � 43.4� �� � 234 23J -� _ FE PER SN�Dw / .: r X23837 i J �� _: AXR 4, 1 � LAB CL LLJ voz � < U CRAP-LIC SCALE Z ,o 2. NOTES GENERAL NOTES: CONSTRUCTION KEYNOTES: ®" � ~ g® (IN FEET) 10 Fr 1. FIELD SURVEYED JANUARY,.2013. 1. CONTRACTOR SHALL INSTALL 4' HIGH ORANGE TREE.PROTECTION FENCING t EXISTING CONCRETE PARKING WITHIN THE PUBLIC - : 1 IPI cif AROUND ALL TREES TO REMAIN WITHIN THE RIGHT-OF-WAY DURING RIGHT-OF-WAY TO BE REMOVED WHERE INDICATED. I"` 2. BEARINGS BASED ON PLAT OF'BEVELAND". CONSTRUCTION. FENCING SHALL BE PLACED AS DIRECTED BY THE (f) U BOUNDARY LINES AND RIGHT-OF-WAY OF SW PROJECT ARBORIST. 2�EXISTING.CONCRETE SIDEWALK TO BE REMOVED .BEVELAND ROAD SHOWN.PER FOUND:MONUMENTS; -� THE PLATS OF BEVELAND" AND "BEVELAND N0. 2" 2. ITEMS NOTED FOR REMOVAL OR DEMOLITION`TO BE DISPOSED OF IN Q EXISTING RAILROAD TIES TO BE REMOVED', bi Z AND SURVEYS:NO. 8167,27230 AND 30904. MANNER THAT.MEETS APPLICABLE STATE AND FEDERAL REGULATIONS. _ EXISTING SHRUBS TO BE REMOVED g 3. CONTOUR INTERVAL IS AT'1 FOOT 3. INSTALLATION AND APPROVAL OF ALL TREE PROTECTION AND ESC MEASURES.ARE NEEDED PRIOR TO START OF DEMOLITION AND ®WORK LIMITS 4 VERTICAI CONTROL BASED"ON CITY OF TIGARD BENCH CONSTRUCTION. 5z MARK NO 252,.BEING BRASS DISK LOCATED IN EXISTING ASPHALT PAVEMENT WITHIN THE PUBLIC CURB AT THE:SOUTHEAST-CORNER:OF THE 4. EROSION AND SEDIMENTATION CONTROL MEASURES TO REMAIN IN PLACE RIGHT-OF-WAY TO BE REMOVED WHERE INDICATED. Q. INTERSECTION OF NW:72ND AVENUE AND NW AND BE MAINTAINED UNTIL ALL CONSTRUCTION IS COMPLETED. HAMPTON STREET ELEVATION 222.84'NCVD '29. ®EXISTING FIRE HYDRANT TO BE RELOCATED 5. SEE SHEET C3.2 FOR STANDARD EROSION AND SEDIMENTATION CONTROL LE4aEN® .a ' NOTES. - - EXISTING OVERHEAD POWER TO BE UNDERI:3ROUNDED. SEE .- UTILITY STATEMENT UTILITY COMPANY PLANS hoiy, TO BE REMOVED" 8. SEE SHEET C2.0 FOR GENERAL NOTES. EXISTING � _ G9 EXISTING TREES TO BE REMOVED ' <v THE UNDERGROUND.UTILITIES SHOWN HAVE BEEN LOCATED - - ® D FOUND IRON ROD ® .BOLLARD Z c7 N.Q ..FROM`FIELD SURVEY INFORMATION AND'EXISTING DRAWINGS 7. CONTRACTOR TO UTILIZE THE:EXISTING:CONCRETE AND GRAVEL PARKING 'TREE AREAS AT 7086 SW BEVELAND STREET FOR.GENERAL CONSTRUCTION 90 EXISTING WATER METER TO BE REMOVED. CUT AND CAP THE SURVEYOR MAKES NO OGUARANTEENCOM :THAT THE s SANITARY SEWER MANHOLE sc TRAFFIC SIGNAL POLE UNDERGROUND UTILITIES SHOWN.COMPRISE ALL SUCH PARKING DURING INSTALLATION-0F THE PUBLIC IMPROVEMENTS SHOWN IN WATER SERVICE LINE PER TVWD REQUIREMENTS..IT'S THE � � :UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED. THESE PLANS: CONTRACTOR'S RESPONSIBILITY TO ABANDON THE EXISTING ® OAicH flasw TELEPHOrvE'RISER --- SAWCUT LINE WATER SERVICE SERVICE AT THE MAIN. COORDINATE WITH TVWD: ® s THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE I P R - Qj .RAILROAD TIES UNDERGROUND U11LITlES SHOWN ARE IN THE EXACT B. COORDINATE WORK WITH BEVELAND STREET IMPROVEMENTS BY OTHERS.: DD rsroRM SEWER MANHOLE ® ELECTRIC METER LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS 17 INSTALL CONSTRUCTION ENTRANCE PER CLEAN WATER - 9. S70RM STRUCTURES INSTALLED AS PART OF THE WALMART.PROJECT SERVICES STD. DTL. 855 ON SHEET C3.2'LOCATION TO gyp, POWER POLE EIRE HYDRANT �i! r / E oaewucs ae ACCURATELY AS POSSIBLE FROM INFORMATION MADE: ASPHALT ANO,TO Ol AVAILAFHI I—OF BLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED SHOWY FROM TOPO SURVEY ON 01/28/14. BE ADJUSTED AS CONSTRUCTION PROGRESSES. On W IRRIGATION CONTROL VALVE pp uµxER.x Tw,N,NE xr o o E-- GUY ANCHOR. Lam'®� THE UNDERGROUND UTILITIES PLEASE NOTE DUE TO THE - Pmmim ml OF wa HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS 12 INSTALL SILT FENCE PER CLEAN WATER SERVICES STD. 29 CABLE TV RISER GAS VALVE REGARDING CONFINED SPACES, T IS WESTLAKE DTL. 875 ON SHEET C3.2 .CONCRETE r PRE-CONSTRUCTION. CLEARING. AND DEMOLITION NOTES. �m CONSULTANTS POLICY NOT TOSENDSTAFF INTO UTILITY O ® -WATER METER D4 WATER VALVE .. MANHOLES TO OBTAIN DEPTH-AND.SIZE INFORMATION OF -93 INSTALL INLET PROTECTION PER CLEAN WATER SERVICES ., 2 915 ON SHEET C3 DTL. . . UNDERGROUND PIPES. AS SUCH, ANY INVERT ELEVATION 1. ALL BASE ESC_MEASURES(INLET PROTECTION.PERIMETER SEDIMENT STD. 3''F :LIGHT POLE YARD LIGHT - SHOWN HEREON.IS.ACCURATE:TO NO MORE THAN 'a} CONTROL GRAVEL'CONSTRUCTION•ENTRANCES ETC.)MUSTBE IN PLACE. 94 COORDINATE WITH PROJECT ARBORIST FOR Ma X. zm ❑ MAIL BOM : TEMPORARY p TWO-TENTHS OF A'FOOT PIPE SIZES ARE ALSO SUBJECT FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO o PROTECTION MEASURES OF OFFSITE TREES', o- DeaouousiREE- wITHsIZE' 10 AN:UNCERTAINTY OF AHALF FOOT OR MORE, COMMENCEMENT OF CONSTRUCTION ACTIVITIES ® 'GAS MEIER X-X® SILT FENCE n DEPENDING ON THE DEPTH,:SIZE AND CONSTRUCTION OF X. MANHOLES AND CATCH.BASINS. '.2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT:FENCE BERMS n RO RDDF DRAIN: o EVERGREEN-TREE "WITH 512E �' O :REE PROTECTION FENCE r - CONSTRUCTED OUT OF MULCH CHIPPINGSOR OTHER SUITABLE MATERIAL- 0 , STRAW WATTLES OR OTHER APPROVED'MATERIALS y �::.: INLET PROTECTION e 3. SENSITIVE RESOURCES INCLUDING, BUT:NOT LIMITED TO, TREES,WETLANDS; - CONCRETE E AND RIPARIAN PROTECTION'AREAS SHALL BE CLEARLY DELINEATED WITH D CONSTRUCTION ENTRANCE a ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE N PERMITTED TOOCCUR BEYOND THE CONSTRUCTION BARRIER. : GRAVEL o 0 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE:BEGINNING OF a CONSTRUCTION"AND MAINTAINED FOR THE DURATION OF THE:PROJECT. _ -- UNDERGROUND POWER ADDITIONAL MEASURES INCLUDING, BUT:.NOT LIMITED T0,STREET SWEEPING V) .AND VACUUMING. MAY BE.REQUIRED TO INSURE THAT ALL PAVED AREAS c UNDERGROUNDS Gas LINE 0 ARE KEPT CLEAN FOR.:THE<DURATION OF THE PROJECT. - o e[ OVERHEAD LINE Z " 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING so UNDERGROUND STORM DRAIN LINE.. THIS RECORD DRAWING REFLECTS z PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON o ao AND RUN-OFF CONTROL.MEASURES INCLUDE: SLOPE DRAINS:(WITH:OUTLET -ss uNDERceourvD SANITARY SEWER LINE AS-BUILT INFORMATION PROVIDED BYrn PROTECTION). CHECK DAMS SURFACE:ROUGHENING,..AND BANK THE CONTRACTOR. THIS INFORMATION IS S SHOWN FOR RECORD'INFORMATION ONLY, w d Q STABILIZATION. 5: xX FENCE s z N - -- EDGE OF PAVEMENT SHEET - RECORD DRAWINGS - v TREE DRIPLINF DRAWN BY: DATE + is Cm 0 . CHECKED BY: �?f� DATE: _/ /y Lu JOB NO.' Lu 2312-007 mI ti p Q a p ST_,,j SO cy }, .�„ 25' - __ --- -. :,..� �, '� - w y--r24c.�e SW ®EVE�:;4ND STREET ® W�� K p p _ z z wl _ sc 2392918• 28.74- ; W a... 237.78 TC `'1A 23&46-AC :233-3 TC i ...�2a1-3§AC C •4S- A 'c 25' �'.`- _ '23229AC z^'9-Pr�AC 1,� '84124,4C-- = w _Ma '', 25 . /. AC 339S9-TO.._..... 6 x --' `24B:C5" -.._ _eai 1243.07CJC >24327 5 // FG •,•' 248.51` z'�§zti.9-FC ` zti43-kCr FG 1 237..98- W FG ro .TL t 244.67 AC - i , ,•� a s,: o i,� 239. ° 240..75 o 6 o _-, '2.86.0 C _ v EV a a5 �s ztogs A (� Z _ x�n 12' , _ 6 a �•, ._ a` - _,..: ._a. Q,. ro 2 9.41 SW I ro 29:5 SW a 242.07�W 24219 SW : ` ' 7T �'� ��- - - �` a. 6 - of 72. 241.19 S - o PRIVATE.ONSITE•JHPRD. ENTS ' .., PRIVATE ON ITE IMPROVEMENTS O �. A o c '4.49 '.co d,.2.0%,9 1.17 4:9% o .5 % ...2.09 N�, 242.29 SW ,:3. % 243.70:5 �y .. '„ c _. , , �'. SHOWN FO�REFERENCE ON4f $ a4 4. .0" -.... SHOWY. FOR'REFFRENi`'.ONLY,, � 242.17 SW X $,._,_ X®:_,® _ ' SW 239.51 SW d 239.63 SW 239:82' W 241.29 SW �, 1 J t 5' ROAD DEDICATION ... ® ®... <- /� DEDICATIOFf� IF Z: J Lj E): Li o BUILDING 3� �� BUILiNG 1 c� m < 0 GRAPHIC SCALE C La.@ i,o 0 5 ro zo Li � (IN FEET) Q 1 IN= 10 FIT () Z,: LL_ Es LEGEND _ of ------- - = EXISTING CONTOUR - V INTERVAL 140 EXISTING CONTOUR - 5'INTERVAL 241 PROPOSED CONTOUR 1' INTERVAL GENERAL NOTES: CONSTRUCTION KEYNOTES: 240 PROPOSED CONTOUR - 5'INTERVAL -- GRADE BREAK y�� COs, o 1. CONTRACTOR:SHALL:.INSTALL 4' HIGH TREE PROTECTION FENCING AROUND INSTALL AND MAINTAIN SILT FENCE PER CLEAN WATER 241.00 TC TOP CURB ELEVATION ALL TREES TO REMAIN WITHIN THE RIGHT-OF-WAY DURING '- w m o SERVICES STD. DTL. 875 ON SHEET C3:2. 240.50 AC a z m- a oN - CONSTRUCTION. FENCING SHALL BE PLACED AS DIRECTED 8Y THE �- ASPHALTIC CONCRETE ELEVATION PROJECT ARBORIST.: ®INSTALL AND MAINTAIN INLET PROTEC lON PER CLEAN v m a o .. WATER SERVICES STD. DTL. 915 ON SHEET C3.2. `SW SIDEWALK ELEVATION' o�'��" 3 2. INSTALLATION.AND APPROVAL OF ALL TREE PROTECTION AND ESC x MEASURES ARE NEEDED PRIOR TO START DEMOLITION AND CONSTRUCTION. ®NEW ASPHALT PAVING BY OTHERS FOR THE WALMART CB CATCH BASIN 0 PROJECT,SEE SHEET C4.0 FOR ROAD PLAN AND PROFILE. 3. EROSION AND SEDIMENTATION CONTROL MEASURES TO REMAIN IN PLACE SEE SHEET C5.0 FOR TYPICAL.SECTION. ,N�e nrenx�xcs nEwE axovExna E AND BE MAINTAINED UNTIL ALL CONSTRUCTION IS COMPLETED. ®SEE SHEET C4.0 FOR FIRE HYDRANT RELOCATION. TEMPORARY E:CONS JANIS xC cwa>nno ° 6E­-CIN 4. SEE SHEET C3.2 FOR STANDARD EROSION AND SEDIMENTATION CONTROL NOTES. ®COORDINATE WITH PROJECT ARBORIST FOR TREE -X-X- SILT FENCE PROTECTION MEASURES OF OFFSITE TREES. o o TREE PROTECTION FENCE ' v km a 5. SEE SHEET C2.0 FOR GENERAL NOTES. �6 PROVIDE"TREE WELL"TYPE OPENINGS IN SIDEWALK AS 6. CONTRACTOR:TO UTILIZE THE EXISTING CONCRETE AND GRAVEL PARKING INDICATED ON THE PLANS. SEE SHEET:C4:0. Z� INLET:PROTECTION T AREAS AT 7086 SW.BEVELAND STREET FOR GENERAL CONSTRUCTION am PARKING DURING INSTALLATION OF THE PUBLIC(IMPROVEMENTS SHOWN IN o s.THESE PLANS:..... r 7. COORDINATE WORK.NTH BEVELAND STREET IMPROVEMENTS BY OTHERS. ADJUSTMENTS:TO CENTER LINE AND TRANSITION:TAPER TO MATCH EXISTING GRADES SHOWN MAY BE REQUIRED TO CONFORM TO IMPROVEMENTS BY OTHERS. THE TYPICAL SECTION OF BEVELAND STREETz04 WILL CHANGE FROM A CROWN TO A.SHED SECTION AS A RESULT OF , o STREET IMPROVEMENTS BY OTHERS a U p i >®) i V) c 4� THUS RECORD DRAWING REELECTS z w - AS-BUILT INFORMATION PROVIDED BY THE CONTRACTOR. THPS INFORMATION IS SHOWN FOR RECORD INFORMATION ONLY. RECORD, DRAW I NGS SHEET E DRAWN BY: DATE:co;s% . Q CHECKED BY: 4A­l DATE: a/ i -` JOB NO. LLJ 2312-007 s R _ MAY 8E USED SHORT TERM /T—-- -- RECEIVED N W/UTILITY WOR.(AND 4V pOYN a; ANGLE FILTER FABRIC `f PHASING OF DEVELOPMENT I / PPJE��P FENCE TO ASSURE SOIL IS TRAPPED [ \ I �st�� :OCT 20 2014:: ® � Q1. 7iw �� .CITY OFTIGARD ,off D p a Pi_A.NNINGIENOINEEPING y25'MIN. y � INTERLOCKED I \ �CLUB PIT RUN OR 3-6'CLEAN ROCK OJ\ OFSE2^x 2POST'Jp f g tAt - - E9I.TesSsIAND ATTACH PLAN VIEVM 'iSUBGRAOE REINFORCEMENT ISNTS AREA DRAIN E— ® ED GEOTEXTILE,AS REQUIRED C Wdn '6"MIN. USE STITCHED LOOPS CATCH BASIN r, U DEPTH 3 urn' psq..z wZ-i �V ovER 2%z'Posrs NOTES '20'MIN FOR SINGLE FAMILY ME DUPLEX RESIDENTIAL from tOeSlopyrd I O 0 �.. i. BURY BOTTOM FILTER FABRIC E. FLOW USO VERTICALLY BELOW FINISHED GRADE. sL\ �-- U 2 Ute'. GRAVEL CONSTRUCTION - 2"z 2"FIR,PINE OR STEEL � ti G ENTRANCE CURB RAMP I I =� 2 _ FENCE POSTS. �: fib" W a6•.F " PAVEMENT T 3. POSTS TO BE INSTALLFLOW ON '� Dia e°ncN UPHILL SIDE OF SLOPE. " + 4. COMPACT BOTH SIDES OF FILTER FABRIC xI\ I) A ?RENCH. 5. PANELS MUST BE PLACED ..: aLLJ ACCORDING TO SPACING ON PROFILE PR DETAIL NOI DITCH INLET PLAN VIEW . NTS IS ® :a/0 NOTES: F- 1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT.WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAYS.THIS MAY:REQUIRE TOP DRESSING,REPAIR AND/OR CLEAN > -` 6 oveElo of DG 1 1 NOTES_ 9R z OUT OF CE MEASURES WHEELS USED TO TRIP SEDIMENT '';d, . °� y ;c cI FILTER FABRIC MATERIAL Li 2 WHEN NECESSARY WHEELS:SHILL A CLEANED PRIOR TO EA STABILI ONTO PUBLIC RIGHTSTO WAY ` .yv.1 " 1. :ADDITIONAL:MEASURES MUST.BE 3. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE I 36 WIDE ROLLS CONSIDERED DEPENDING ON SOIL m THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TYPES 4. ENTRANCE'RUNOFFH CONTAINING SEDIMENT LADEN IMPL WATER IS LEAVING THE SITE VIA THE CONSTRUCTION :I Ld ENTRANCE UTTER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2 BIO-FILTER BAGS SHOULD BE > UD FILTERING SYBTEM. — STAKED WTI-REAPPLICABLE:USING ® —I 5 pIMENSI0N5 0 SINGLE FAMILY I I I I (2)::1'x2'WCODEN STAKES OR 20'LONG BY 20 WIDE S'DEEP OF�V'MINUS CLEAN ROCK r QOMMERCA u MAXIMUM,SPACING FOR FURTHER INFORMATION APPROVED EQUAL PER BAG:` a- Ii­—, 50'LONG BY 20'WIDE:3 6'CLEAN ROCK FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE _ CHAPTER 4 OF CLEAN WATEP, 3 YV FOR FURTHER INFORMATION GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO OP!DESIGN CRITERIA SEE N gN/ - i WHEN USING 30 BIO BAGS TO �... PREVENT SUB-SOIL PUMPING. I°I�®IVTyl E.tl FI i : CHAPTER CRITERIA SEE CHAPTER E OF CLEAN WATER SERVICES EROSION PREVENTION: PROTECT A`CATCH BASIN YOU MUST CHAPTER:4 OF CLEAN WATER ® Q SERVICES EROSION PREVENTION .NTS AND SEDIMENT CONTROL AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION OVERLAPPED BY 6' PLANNING AND DESIGN MANUAL I AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. A.J CONSTRUCTION ENTRANCE I J � F C1eanWater Servrces INLET'PROTECTION m Q SEDIMENT FENCE �:leanWaLerervices TYPE 4 C9 Detail DEGWiD ..855 ®°rc°malit.—m.1.1. I aeanwaker Services 9 REVISED 12-06 DRAWING N0. 875 ®ur cominihOBvd i"°I=^° ®°Ta°m c REVISED 12-O6 DRAWING N0. 915 REVISED 12-06 n.Is clpaa. LIJ V) LLl Z NOTES1. WHENSAFFA LAND'. NO RAD M vIDED UN J E R 0 bRTHE - sT A 0 HMAY3 FACHYEAR 3 DULu NN ", ERPF pTEVAPORARVSABLO lT NOFT ENUSTOCCU EEM1DOFEAHWORKOAY 4, APPIRENTOONT OLD MUST BE INSTATHIS CONST TON THEYMJ MAN NPLAN iLFER ONALL EGWNGRAIENT RIDES 05 TIE PERMANECON NGNSITEAS sCLS ESTABLISHED ALL SEDV MU i AND RINE .IMS CNS UN sSOT ERWSE APPROVED, FILTER WAG IS REOURIBI 1FRALL C111 IMFET CATCH BASINS �NTAIIUNI�%FTULMERTOLI ItLERYOR7HEIRRIANSTOIDUEANED UP ORTHIN 24 HOURI IND PLACED BACKONTIElITRAND MUST HE FOUND AND PREVENTED FROM CAUSING A IRILDRECAS IT THE TO TIE OREGON DEPARTMENT DGEINNINTHESSAR"2"" ER BODIES -AR EEN ISRANYINATUFAMICLEABIPCOSEDIIINTSHALL BE PREFORMED NG �`` \ IMENT MUST NET IF ITENTRONATLY VRASHEI INTO STORY SEWERS,CNAIINAGE WAYS,OR 5RNR U RID.SURES SHE s ACNED GHo @ S7� 0THIN IF PRORED Z m Z O M a n REMOVAL f NL m 3 u G u v..°r AND ATOR 0 P N s o ANY us ETC.0OR OTHER HnznRoous MAT LS MUST NCTURE PROPER STONAGE.APPLICATIQ1 AID DISPOSAL, J 2 3 S w Ir:TIE PCONTAMINATED CONCRETE WASTE, U F. oE12,THE APPLICATION RATE OF IRTNIOERB CRIT TO REESTAINST VEGFIATION MUST FOLLOW - MANUFACTURERS T D "1"11 APILI-111 11 HEIT11,1111 I .. ARE FEB R N N qOF � PRIPERTY A0 R 5 DL ARE CORMILONER A O N NRT I U N N CEREGULATORS. AND EX HVdREN IA 0 i E H S VE AREAS Um SHOWN ON W to C THE D T TIED BEYOND HE CLEA N U '^ E TO BE DELINEATED WITH CHANGE CONSTRUCTION FENCE OR SHOLOVSD EQUAL. R DISTURBINGPRIOR IQ All LAND R CPERIOCTRI �m SEDINERH G CONTROLS MUST ED MAINTAINED FOR'HE TURATON OFTHE ISSOCIT rc 0 a E O : N o MHA N - G 11 1AT1111LITTIT"""'ITIEFREIT11 HF.BO RTEATADESC GAI`PROPR AT R YFOR SAN DRAINED SUFF'C Ev G HARGE00 RABLY tE TED AREA, i CONT. A"' uM ­TER BE NUND UNDISTURBED, FE TR THE LAN MUST 4D API E FLIER 6AGI. -. oUGHAs_C MEN BIT LIS 111.ALL MEASURED SICON ON TIE PLAN 115T BE INITALLODPROVERL Ns T SEDIMENT DOHERITENTERAID E RFACH AIRES SYSTEM,HEROAVAY OR OTHER PROPERTIES 0, THE Ell NEASURRI I—ON TI IS 11 AN ARE THE DINIMUIUt PIRINTRIll"EISIBEI 11—11 MA RESEVIREDENTS FOR ANTCPCPED SITE CONDITIONS C ALL REGULAT ONS U GRADED Al NEEDED TO d a 1 K cq 21 YULL-EN Ell CIII All IlGIlIT11 1111 NT R to I U DO 1, 11 AREAS 11111ITT11111 10 R ""'DO 1111,11E"I APPLICATION IF NINE WATER RPRAYNG PLASTC I O N a 0 2v ALL 1X-OBER RENSMUST BE coVERED OUR­wET WEA HER PERIOD 6 W _ THIS RECORD DRAWING REFLECTS o Q Q AS—BU ILT-INFORMATION PROVIDED BY THE CONTRACTOR. THIS INFORMATION IS nSTANDARD.EROSION CONTROL NOTES 'SHOWN FOR RECORD INFORMATION ONLY. '. - p � FOR SITES LESS THAN 1 ACRE I civ.nWater Services RECORD, DRAW I NGS LPH\V hCNO 94 - J REVISEJ1206 Out°°ln SHEET vcicar � m DRAWN BY: DATE:Tot i 3.2 m CHECKED BY: GE/ DATE:4f3/ JOB N0. Y U 2312-007 Lr_ mom' r mm G , #0i JOIA213 IF 12 S-227:42 'L, - ---- -' _ -- a 25' - ,� • ,-: _— _. -r �_,�.- ___ -_" _._. ____ �—-- pip 696 .6: 1 127,,D3034SO fOIA200 ,.PVC®4 -- - _____ _'c.., 1Q4+00 .. 105+00 Er'S Komi. 8:25$" j:103 a ` .�\, _:_-_ <_Q<:_ - �7 SDMH fA249 ->.' 915 LF 12 D3A34,. 92 . .249.65 ., _ - hal m.. amts.. ':.. .:.PVC® 0: %;. s:: �., : a SDMH#'0fA/99 k � z �.. 14 13 � 14 ,q;18• 74 y'm 03p3 v0 5 \ , N, .,x ,.� - .__ u'_ ' 5 i � z cl 12 „r - \, 3 '..!. 9® `,� __ 25' . lik 30, , 3 — �94' a 93� - E V 1 A A - `PRIVATE ONSITE IMPROVEMENTS 75 9 ° 6 c 95 `',. .4 ., ,15 PRIVATE ONSITE.IMPROVEMENTS ', r. SHOWN FOR REFERENCE.ONLY ° a : ° �' `�.. `SHOWN FOR:REFERENCE ONLY ALIGNMENT FOR 4 5"R.O.W: CB WITH 12"LEAD TO EXISTING r � . Li z REVISED CURB STREET EN O r �> P,m DEDICATION : -. I:. _..STRUCTURE. , m ®,, SHOWN ON STREET IMPROVEMENT.. PLAN SHEET CR 2.94 FOR THE ,r C8`'09A215C '- WALMART PROJECT '�, ,. RELOCATED STORM FILTER CB WITH j "-' :� f RIM=240.95... t, '___ y_ A �., 12"LEAD EXTENDED TO CONNECT �� 'P: 1E OUT(12 6C7=236.8 ` '' A LL. Q EXISTING 12" SO TO SDMH 2000../ LJJ IL AVY(W)=238.34 RIM(F-�=238?43 p 4. _ r /` Q BUILDING 1 + �. BUILDING'3ti i N� 1 I L v C) Q aQ (� :3o GRAPHIC SCALE — J SW EEVELAND STREET-PLAN WATER SYSTEM`NOTES: ,o a s Q ,o zo Im" SCALE:1"=10' : 1. PUBLIC WATER SYSTEM SHALL BE INSTALLED PER TVWD 1 Li STANDARDS AND SPECIFICATIONS. (w FEET) LLI Q 2..IT'S THE CONTRACTOR'S RESPONSIBILITY TO ABANDON THE 1 IN 10 FT < Q. CLASS B BACKFILL EXISTING WATER SERVICE A THE MAIN. COORDINATE WITH TVWD. 270; L9_ TRANSITION TAPER SEE TYPICAL SECTION TRANSITION TAPER w 'j ~wm �z� 30"DRIVEWAY'... - m ni¢ c> co m 3 w 260: -__ __ -_: _._ _. o v- __. -__- +N w __. wo 9-Q r ww:MKLaI ^W rn N M o Z o Lo w oo a a PROPOSED SLOPE AT EDGE OF PROPOSED GRADE AT EDGE lal a. o>z O PAVEMENT(FIELD VERIFY) Ul> OF PAVEMENT(FIELD.VERIFY) PROPOSED SLOPE AT PROPOSED GRADE AT a 9- a U<D� m Saz FLOW LINE (TVP.) FLOW..LINE `�W�a o m a Z — — — _ — _ — -- a m 3 EXISTING GROUND w m a Z — — — — _ _ z AT G�.ROAD _ 8 EXISTNG OVERHEAD POWER:LINE-TO-BE 1JNDERGROUNDED.CONTRACTOR .240 a _.— —— _ , ,_ -_--..__ r:: --- "f0'=C60RDINAIE WITH PGE:.EXISTING-POLES-TO REMAIN-PROVIDE 2 x 2 240 ''' OPENING IN SIDEWALK FOR PGE GUY ANCHORS, COORDINATE LOCATION �4 8 WITH--PGE,II_STAkL 2°RLVER'ROCK IN-OPENING(8".,:DEPTH}:"PGE 660 CONSTRUCTION KEYNOTES::-- T°I - "- -0NDERGROUNDVAULT TO'BE LED IN SIDEWALK AS:INDICATED ON o w u 4LF 92'PVC;:-,ID _ ___ -I°7 =-_: PLAN. All lOTEra ae�'aawucm xMOn�rvr"u. - ___ -__.. sU-:INSTALL 1'°WATEtR-SERVICE=PER TVWD STD. DTL.7-ON SHEET C6:9. — ,� _ _ _.. ___.__ ___-__ _-_--__ _ ,r _ 23 ' `_ _-,-_- - PROVIDE 2' X 3':OPENING IN SIDEWALK AT WATER METER BOX. SEE 230 Pmu saou or we _- -- MAT-611 AND 6tor�,...,, %E.,5i _ � � ,DETAIL ON SHEET C6.1. INSTALL 2"RIVER ROCK IN OPENING(6".DEPTH). -. wm 3, INSTALL CONCRETE CURB C:.GUTTER PER CITY OF TIGARD STD. 90 INSTALL 4" D3034 PVC SANITARY SEWER SERVICE LATERAL PER CLEAN -c=i DTL. NO. 126. SEE DETAIL ON SHEET C6.0. O WATER SERVICES STD.DTL.1520 AND 540 ON SHEET C6.2. COORDINATE _ _._..____ ::-. .. _ ______ _:_ ._: _ _._._ -.:: ._-. - -_ -.___.: ,:: .. NTH ONSITE PRIVATE-UTILITY INSTALLATION 220 _ -:: ai 220 INSTALL TL. NO 12'WISE CONCRETE SIDEWALK PER CITY OF TIGARD STD. � om SDMH 1A240 SDMH TAf99 DTL. NO. 120. SEE DETAIL IDN SHEET C6:0. 11 EXIS77MG SANITARY SEWER LATERAL USED FOR BU/L4/MG 3 SEWER SDMH IA201 A Q o SERI4CE LATERAL. 3 ,.. STA=103+66.67,.5'RT ':STA-103+89:.19:14.03' RT 59- NEW ASPHALT PAVEMENT BY OTHERS FOR THE WALMART STA-18-2151.86.- -'r-R�102 51:50,5.8 RT - TRIM=2-39-971239:98 PROJECT. SEE TYPICAL SECTION ON:SHEET`C5.0. 72 INSTALL STORM:DRAIN MANHOLE PER CLEAN WATER'.SERVICES STD. zRIM-X39-�5 239.19 v RIM=^' 234.82 -^^^^^ IE 1N 10.".:_5�= }c2,$4.5 - � o DTL::010 AND:d 20 ON SHEET C6.2. � r_ _ -:. __.,^.,�.-�.,- ___.- _____._.__ ______' :_____ _-_-_. -------JEAN 230.0 23!13-_.. _-.___.- _.::__ __-. __:_ :.:.._ ''. 210 .270 IESIN.T2 E-.zr�-+9-228.98.. " = 6,.: p. �- - -- Q = (.. ,.} IE OUT(12 -^-se�.'.w230.0' IE OUT(12 NW) z^38-47-730.4 �INSTALL 30 WIDE DRIVEWA.. PER CIN OF:TIGARD STD:-0TL. N0. IE OUT N=^^ 228.79.:. , 93 INSTALL STORM LINE PER GLEAN WATERPRIVATESERVICESU STD. DTL:LLA ION O a, ( ) (0.10 DROP) (0.10 DROP),. 141.:SEE DETAIL ON SHEET C6:0. QSTATION: 903+93180. o SHEET 06.2.COORDINATE WITH ONSITE PRIVATE UTILITY 9NSTALLAiION. � zo �7 EXISTING FIRE HYDRANT TC.BE RELOCATED..SEE TVWD STD. DTL. 14 UTILITY CROSSING. CONTRACTOR TO VERIFY LOCATION AND ELEVATION a P� E - 101 & 102 ON SHEET C6.1'PROVIDE 3'X 3'TREE WELL TYPE o OF EXISTING:UTILITIES PRIOR TO CONSTRUCTION. (� a _:.. _ -:: '--OPENING IN SIDEWALK-PER TVWD R UIREMENTS._.INSTALL 2 _@-INSTALL_ - .. ._ v ..:200._ .._. _, __- __-_ ____. 11_1_1 ____-..__._ _____ ___: �_.___` ____-_____ _,.._.__ ___ ___ -- r. -__- _-___,. 'O200 ,+n RIVER.ROCK IN OPENING fi" DEPTH). ER CWS SN ,w ( ) DT500 AND A510.SEWER'SERVICE-LATERAL-CLEANOUT- Q � EXISTING GROUND PROPOSED GRADE AT 96 INSTALL 4"DUCTILE IRON SANITARY SEWER SERVICE.LATERAL PER CWS Q a AT rL ROAD FLOW LINE Q3 STANDARDS. 190' m � .l. d' Y O :V cV cam..— K',N "j M ,,.Nj M _,t v^,d'. 'l�N : (n r, C NN hm 103+00 104+00 105+00 z RECORD DRAWINGS NGS SHEET SW SELAND STREET—PROFILE , �` � E SCALE: :HORIZONTAL:1"=10' THIS RECORD DRAWING REFLECTS � °® DRAWN BY: DATE: u t N ^ THIS INFORMATION PROVIDED BY � VERTICAL: 1"=10' THE CONTRACTOR.THIS INFORMATION IS :CHECKED BY:61i.. DATE:-/d/ % _ JOB NO. 6 LJ SHOWN FOR RECORD INFORMATION ONLY. ¢ 2312-007 s _ o 22z ✓— - a -- GRAPHIC SCALE' IN FEET) Z., I BUILDING 3 I` w- 10 FT No �µ w - FFE=240.47 p: i �t 0 cti oz 62Z ?� t I z 1 I 24o e e I e o+oD r r' I sDMH01A2o0 r F �\ o�z — — — — — — — — -� �; - - I �c I I0 S �1 as z ® Ld d ,. I15' - 14:8.+43-LF 10"03034 SDR 35 PVC:®0.50% 1+00 120I >. .'-, (PU$LIC STORfN1 LINE FROM SDMH#3 TO SDMH#2A) "f ®' z.. IDE EASEMENT TO THE CITY OF TGARD L SEE SW BEVELAND STREET PUBLIC Q k, `, I - - - -- -- . -- -- -- h SDMH09A 739 IMPROVEMENT PLANS FOR.OFFSITE �;: 2 — —— — — —_— — IMPROVEMENTS-.(TYP.) a — .,- - - - - -- -- - _ SDMH 001A217 o ` Q - 45'WIDE ACCESS AND 1yZ =o I UTILITY EASEMFT a I r JN �o i N N Q .Qlv t CL �'0:� LLJ oI " D 0 C LLQ .cc� QLd CE •.. - 1! n I 1 ® KEEL 214G05 e e o V) 9LE r o LL. 0— r V) Lij BUILDING 1 FFE=242.32 f` ONSITE STORM LINE-PLAN a o ONS z SCALE: 1"=10' ED o .. NOTES i0� � s 1. SEE COMPOSITE SITE UTILITY PLAN C400 FOR ADDITIONAL INFORMATION FOR ONSITE UTILITIES. m os ARE ME PROPERTY or` h 2. SEE`BEVELAND STREET PUBLIC:IMPROVEMENT PLAN SHEET C4.0 FOR RANxw ETUSVET a (gNrNo STORM LINE PLAN.AND PROFILE.WITHIN SW'BEVELAND.STREET. '-PEaussNN arra 250 250 GROUND PROPOSED GRADE EXISTING AT..,,,PIPE rL AT PIPE �',, � m , 2 -. 240 __ __ _--. E � — — _ —.- -.. _ - - -.- _ — — 0 b At 114.847-3-LF 10' D3034 SDR 35 PVC®0.50% _.... _ - -- 1714 2'30 ___ _- --- _ ------ _. (PUBLIC-3TORAfi UN£'fROM SDf.#H#3 TO SDMH#2A) -.. -__ -. _ 220 zo IN 15'-WIDE EASEMENT TO THE CITY OF TIGARD F E I SDMH 409A297 SDMH 001A199 N. STA=103+89.18,131 4T_RT > -. _.._ :_--_ __STA-103+89.19 14.03' RT o 220 RIM- .^'239:96 RIM= 04.47-23998 220 IE IN (10" SW)--291.19 231.26 IE IN (10"S)­39:{r1-230.5 IE OUT(10"N)--X231.06 /=V: :EXISTING GROUND PROPOS IE OUT.(12".W)-�3a-::2304 e ' DROP) AT.PIPE CL : AT PIPE EGRADE (0.10' IJROP) t20' 0 210 210 z o m (�m 2� ,_,_.am M m -,m - THIS RECORD DRAWING REFLECTS z ¢: o :on .uo m am o� aw. cfo ;0 a,m �Im o;o :iSo : �;o o o rs;o c;o ofo _�,o - _ :AS BUILT':INFORMATION PROVIDED BY THE CONTRACTOR. THIS'INFORMAYION IS 5 � SHOWN FOR RECORD INFORMATION ONLY. 1+00 RECORDS DRAWINGS SHEET E ONSITE STORM LINE-PROFILE DRAWN BY:_ DATE:E/15/1 4.1 SCALE: HORIZONTAL 1"=10' CHECKED BY: DATE:6a/.✓/ 2312-007 s x VERTICAL. 1"=10' JOB N0. LQ Z � �m a, w I Z GRAPHIC SCAI F F Vl C6 (IN FEET) F 1 IN= 30 FT C cwiaw TPS F Fpw a � � Z oayo 100+00 101+00 - - s .��_ i„ "- - E- 107+00 �2+�4 03+00 04+00 os+oo Ds+oq 1 mooLLJ \ � y — _ -77 ElV 1 , �w �v i 0 R � . I /nLL- LL— lull," BIIIlDIN6 3 - I (% I BUIlDINO 9 t�a s �>" UJIof e i SW EE/ELAND STREET-PLAN LLJ SCALE: 1"=30' NOTES` v [] 1. SEE SHEET C4.0 FOR UTILITY INFORMATION. En Q Z 2. SEE SHEET C2.0 FOR GENERAL NOTES. ' 0 Q — 3. COORDINATE WORK WITH BEVELAND STREET IMPROVEMENTS BY OTHERS. D- o Ld 270 I,. 270 0 LLJ 260 __ _ - m;.1 z 260 Ld aow >w r wa -_ - _ 250 2F0- ___.-a n _-_.. N --ASBUILT SLOPE A7 ..>o J a GU=R LINE(TYR.) a w O _ ..> EXISTING GROUND a AT CROAD 6Q 240240 a % 3.75%_42ay3 _ �JS�o y — ASBUILT GRADE AT — --3. GUTTER LINE(TYR) z — 230 —1— -_ -_._ __- -__ -__-. - - -.. -_-_ __- _ ! 230 - IF IF ( nae xor ro as NFN oLcS xax 220 PERISsM Or 220 wu ___ -_ _ __ ... -_-. -- - 210 0 210 --__ - __ ___. ____ -_ -. - ',. I Q 04 200200 - -_ a EXISTING GROUND ,-ASBUILT GRADE AT C'4 AT ROAD I GUTTER LINE(7-11:'.,) w o 990 i 990 elm V M YJ � iN ®yp 03+00 104+00 105+00 106+00 107+00 w 101+00 102+00 7 m a- THIS RECORD DRAW NG REFLECTS zo ¢o AS-BUILT INFORMATION PROVIDED BY N SW REVELAND STREET-PROFILE THE CONTRACTOR. THIS INFORMATION Is s -_ SCALE: HORIZONTAL: 1"=30' SHOWN FOR RECORD INFORMATION ONLY. o z VERTICAL: 1"=10' SHEET RECORD, DRAWINGS � DRAWN BY:_0 DATE:+ Pel =O . CHECKED BY: ('brt DATE:I©i' `C) JOB N0. LLJ 2392-007 30' PROPOSED R.O.W. ;30' PROPOSED R.O.W. Z mom, 25' EX. R.O.W. 5' R.O.W. DEDICATION -30' PROPOSED R.O.W. 25'EX. R.O.W. 5' R.O.W. DEDICATION _ 245 245 245 245 250 250 250 250 255 ri 255 v� 25'EX R.O.W. 16' NEW PAVEMENT 12' NEW IDEWALK 25' EX. R.O.W. 5' R.O.W. DEDICATION 18'NEW P MENT 12' NEW IDEWALK 25' EX. R.O.W. i 13.1' NEW PAVEMENT 10.8' NEW PAVEMENT o� 18' N W P MENT 12' DRIVEWAY 240. _---. 240 240-_ - _. __ ---_. ...240 245 _. 245 245 . ___ -_. ---.-. _.-_ --_-_ 245 250 _.__ - 250 W F AT SECTIO� SED GRADE POSED ' -[EXISTING GROUND PR PORT SECTION _ AXLSECTLON..O NO - - - 240 EXISTINGOGROUN GRADE AT EXISTING GROUND � � 235 1 AT SECTION 235 235 2 EX. 12" SD 235 240 _0 EXISTING AT SECTION OUIVD 240 EX. WATER. 12" SD AT SECTION 240 245 AT SECTION 245 E" Qaw PROPOSED GRADE P 1 Q}I PROPOSED GRADE O A IE 229087 EX. 12 SD - ��NEW 12 WATER --- EX. \NATER) J ATTOSECTIONGR DE �E:,_10" SS E-2307.00S Y,L EX. 17_" SD z NEW 12" SD IE=22.96 EX. 12 SO U AXI SECTION GROUND [4 ��c _...... EX AQP TER _.. - IE.234.17 -.. __� ...:.0 U .a� EXISTING GROUND-1 PROPOSED GRADE EXISTING'GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE PROPOSED GRADE 230 LEX. 230 230 --230 235- 235 235 - 235 240 240 lib AT SECTION I 1 A! SE„TION AT SECTION AT SECTION AT SECTION AT SECTION AT SECTION AT SECTION AT SECTION 225 f 225 225 225 230 230 230 230 235 235 _ Lli V/ SW BEVELAND ST. SIN BEVELAND ST. SIN BEVELAND ST. SW BEVELAND ST. SIN BEVELAND ST. SECTION STA.103+02.19 SECTION STA.103+18.80 SECTION STA,103+93.80 SECTION 6TA.104+68.82 D SECTION STA.105+53.61 E Ski SCALE: HORIZONTAL: 1"=10' C4.0 SCALE: HORIZONTAL 1"=10' C4.0 SCALE: HORIZONTAL: 1"=10' C4.0 SCALE: HORIZONTAL: 1"=10' C4.0 SCALE: HORIZONTAL: 1°=10' C4.0 Ld VERTICAL 1"=5' VERTICAL: 1"=5' VERTICAL: 1"=5' VERTICAL: 1"=5' VERTICAL: 1'=5' LLj 0 0 30' PROPOSED R.O.W. - Q:� ILI �25 EX. R.O.W. 5 R.O.W. DEDICATION z Imo-18' l 2' COORDINATE WORK WITH I i 0 Q STREET IMPROVEMENT VARiFS __ ____ _ __ -FACE 0=BUILD NG �' � PLANS BY OTHERS. SEE NOTA 1 P -� b Q Z �A _ IES 20% SEE PLANS BY OTHERSf- FOR ADDITIONAL ` LL6 STREET IMPROVEMENTS. -BUILDING- FOL NDATION SEE NOTE 7 ON C3.1. L NEW 4" TFICK CONCRETE SUEWALK PER 2" (0.17') LEVEL 3, 1/2" DENSE-- I CITY OF TIGARD STD. DTL. NO. 12C HMAC WEARING COURSE. 6" (0.5') LEVEL 3, 1/2" SENSE HMAC BASE- L & GUTTER PEP, CITY OF TIGARD STD. DTL 126 COURSE(TWO LIFTS). DO NOT EXCEED P, i I STD. Q COMPACTED THICKNESS OF 3" FOR ANY LIFT. (1') DENSE GRADED AGGREGATE NO-E 1: LIMITS OF STREET IMPROVEMENTS Q BY OTHERS VAP.IES ACROSS THE PROJECT BASE 3" (0.25') DENSE GRADED AGGREGATE SITE'S FRONTACE ABASE (3/4"-0" OR 1"-0") SIN BEVELAND ST.-TYPICAL SECTION HALF R.O.W.IMPROVEMENTS, STA.103+18.76 TO 104+68.82 NOT TO SCALE c 240 240 250 250 250 25D NEW CLEANOUT ,�`" 3 18.6 RIM=243.69 j rsU W�Fr` P6-LF 12"PVC PROPOSED GRADE BLDG. 1 ;-nEnK°E"carvu�rnnn ExPR�wc�1 nr°o AT SECTION FEE 242.32 ! NEW CLEANOUT R - _ EXISTING GROUND RIM,241.02 235 ----- ----- _---235 245 ,A-T-SECTION - , 245 2451 --- ----- ------245 _ PROPOSED GRADE - EXISI'�NG GROUND AT SECTION . EX. 8" WATER AT SECTION Y IE=239.51 �m 230 . ____.___ _.__ _.__.-230 240 ___. _ 240 240 240 S EX. 6" WATER p3o54 nBC 5 IE=237.0±�� �1N.1 X50% IE=238.45 '' 225!_------ -_ 6"MIN. ......._-225 235 ® ._..... .235 2351 __. __..__ ._..___._...235 .CLEARANCE 04 I EX. 10"SS NEW 4" SS IE-234.'+4 2g.9 LF D30®4 PVC SS I IE-226.95O 2 59(2 0'MIN.) EX. 10' SS IE-234.19 o 220 ''_ 01A187__-SDMH- 1A209 230 ---- 230 230! IE 232.98 a 04 _ STA--94 ..86-�r-R' 1=102+51.50, 5.8'RP NEW 4 SS IE=232.24 230 g'\j 3 EX. 10" SS IE=231.99 RI10=235:42 234.82 0 IE IN(12' E) 229-132 228.98 EXISTING GROUND PROPOSED GR DE EXISTING GROUND PROPOSED GR DE IE 12 (S)=227.42 IE OUT(12" N)=229.42-228.79 AT SECTION I ��.4T SECTION AT SECTION AT SECTION 215 215 225 }I. 225 225' 225 U) QQ o C� U � THIS RECORD DRAWING REFLECTS z ¢ Q !N AS-BUILT INFORMATION PROVIDED BY o THE CONTRACTOR. THdS INFORMATION IS EX.STORM MANHOLE TO S®MH#1 SECTION BUILDING 1 SANITARY SEINER LATERAL SECTION BUILDING 2 SANITARY SEINER LATERAL SECTION SHOWN FOR RECORD INFORMATION ONLY. Z SSV BEVELAND ST.STA.102+51.85 SIN BEVELAND ST.STA.104+69.29 SW BEVELAND ST.STA.104+03.79 I�ECGI;� DRAWINGS 13�GS SHEET � t SCALE: HORIZONTAL: 1"=10' elf SCALE: HORIZONTAL: 1" 10' SCALE: HORIZONTAL. 1"=10' DRAWN B( V�✓'fn- HATE "F'Jl �® VERTICAL: 1"=5' VERTICAL: 1"-5' VERTICAL: 1"=5' (� CHECKED B1': CSN DATE:/off / JOB N0. Ld 2312-007 EXISTING DRIVEWAY MATCH WIDTH & GRADE A mei R/W LINE CURB JOINT DRAINAGE BLOCKOUI § _ SEE NOTE 3 5:VIN.---� SEE NOTE 5 ROW 3' LD, SCHEDULE CO P e may 6 'BVD' (ABS OR PVC) SEE NOTE 4 PIPE W/COUPLING MIN 2 SIDEWALK _ y c 1"BATTER I J, ROAD SEE . T 12" LAf 4,;APE NOTE 3 —LANDSCAPE 2"OF 3/4"-0"BASEROCK 6• �„ _ SEE NOTE 2-- STRIP s �4 y CUtiIPACTEC Sl B�.AJE I - �+ \ �4 �S� BASE COURSE—� r E- Z� SIDEWALK ADJACENT TO CURB 24 � so' MAX�------� �� y..3• 3•-f cn E".am 10'MIN o o - PLAN z °h 5 MIN. ROW ai w 1 FOR USE ALONG MEDIANS, GUTTERS MAY BF RE UCLL viH FwOR Riw y�� o z 6'• APPROVAL FROM THE CITY ENGINEFR y OR\\�.gP 0 D4 0�0 27 I _ 3 4' PROJECTED TOP 6 2. CONCRETE.TO HAVE A BREAKING STRENGTH OF 3000 F,S. AF:ER 28 DAYS. / OF CURB 29 MAXa 3. EXPANSION JOINTS P �2'OF 3/4'°-0 BASEROCK A. TO BE PROVIDED KEE �R/PE wA '.OfAPA:'FD li E.^,RADE-J 1) AT EACH POINT OF TANGENCY OF T,7=CJRB. °;; 2) AT EACH COLD JOINT - \. 3)AT EACH SIDE OF INLET STRJCT -S \ SIDEWALK AWAY FROM CURB 4) AT EACH END OF DRIVEWAYS _ - \ 6"X 6"10 O. MESH NO-ES: 5)AT LOCATIONS NECESSARY TO V:l SPACII C .J 4'',-El. � -I II I II \ SEE NOTE N . 4 B. MATERIAL TO BE PRE-MOLDED I_PH ALT IM PRFGN.vTED, NON EXTRUDING, i 2.OF AGGREGATE 1, CONCRETE SHALL BE 3000 P .'.. AFTE-,, 28 DAYS, 6 SACK MIX, SLUMP RANGE WITH A THICKNESS OF 1/2 INC'' SECTION A—A {3/4•'-0") COMPACTED p OF 1-1/2" TO 3. e� 4. CONTRACTION JOINTS: 2 PANELS TO BE C FEET LONA. A SPACING TO BE NOT MORE INAP '-cET. NOTES; 3 XVANSION J ANTS TO BE PLACED AT SID.S OF DRIVEWAY APPROACHES, B THE DEPTH OF THE JOINT SHALL BE AT LEAS 1 1/2!NCHES. I CONCRETE COMPRESSIVE STRENGTH SHALL BE A IMINUMUM OF 3300 PSI AFTER 28 DAYS. LIJ UTILI'Y VAUL.IS, WHEEL,�HA.:R FAMES &:AT SPACING NOT TO EXCEED 45 FEET. C - - - 5. BASE ROCK 2'-0 OR 3/4'-Q,RE COMPACTION PARE POCK �H AL-. Rr. TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEP IH, �NHI::Ht VEH IS CREATED. 2 CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. ® � OR SIDEINA LK ADJACEI! T_ _TE CLEB AVD POURED AT THE SAME TIME AS THE OiRB, TT- JOINT BET NEEP THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2"RADIUS. 6. DRAINAGE BLOCKOUT-3"DIAMETER PIPE1 EXPANSION Fi CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED : ( MATERIA._ OR FQJAL EXTENDING FROM SUBGRADE TO FINISH GRADE. Li 5. SCEWALK SHALL HAVE MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A. 3" I.E. PIPE WITH COUPLING. ! :2 UJ CURB IS USED OR IF IDENALK IS INTENDED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CORBS SPALL P,BE CORE DRILLED CURB i 4_ 6" X 6" 10 GA (MESH REQUIRED FOR COMMERCIAL DRiVEWAYS ONLY. OTHERWISE SIDEWALE SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. Q SAW CUT VERTICALLY 18" EACH SIDE OF -)HAIN ANN R'POUREDTi FL-L AS 01 CU?B. 6. DRAIN BLOCKOJTS IN CUPES HALL RE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER C. DRAINAGE ACCESS THROUGH NEN CURBS SHA-L BE PLACE)A MINIMUIvi OF 1.0 � C) z SCHEDULE 40 DWV)ABS OR PVC) ?IPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED AND A MAXIMUM OF 3.0•FROM PROPERTY LINES_ OVER PIPE. li NO SCALE —1—er- J KILL _ 9¢ t9/♦V NO SCALE p CD J TNOP DUENAS Y _rt D AGUSTIN P DUENAS 11, U _ _ STANDARD DRIVEWAY II CONCRETE uY�„ o,,., Dwc.No. ,. CURB � GUTTER \.. DwG No. � h JULY 200+ SIDEN/ALIC 1�� , f wj ,,,, JULY 20D1 126 N`12' w/LANDSCAPE STRIPS Q (/g CITY#71GARD rnx CITY OF TIDARD w C9TY TIGARD . LTJ A1­1A D­ a ewx p - LL] Y y I— V V) wcuT CONSTPU T 1/2" TO � \T � 3/4" RAD.IJS LIP _- ------ � CONSTRUCT DRIVEWAY APRON ( su r-:clNc MATO .MATERIAL � z TOPSOIL --� MIN. 3 SAWCIr AND , / - VERTIC BREAK T$- GR AS J '< `v DIRECTED r �elw. lLd - EXISTING - GJTTr4° 'e --- PAVEMENT �/ SECTION -- - - - — �2"OF 3/4"-0" COMPACTED AGGREGATE \.� / CURB AND GUTTER SEE NOTE 4 /ED ��z�m0 '3ONS;RUST 1/2"TO /4• RADIUS UP SAWCUT MIN 2' FROM FACE OF CURB _ \\ CONSTRUCT DRIVEWAY APRON Ro or N`1 DRnwlxss 1R 21J 2'N'�Y MON# 61 EXISTING u PAVEMEI� a SECTION _`\ `2"OF 3/4"-0" COMPACTED AGGREGATE STANDARD CURB SID" IN eOo PIP INADEED OUTSIDE OF PIPE aELL I l NOTES i 1. SAWCUT THROUGH GG'TTER PLATE SHALL BE MADE AS CLOSE _ J 00 TO CURE FACE AS POSSIBLE. ) - a � COMPLETE CURB PND ;UTTER SHALL NOT BE REMOVED UNLESS TRENCH FOUNDATION _� (� DIRECTED BY THE ENG VEER. STAUILIzanON,AS REQUIRED N ... WHEN STRAIGHT CURBS ARE REMOVEC, A MINIMUM OF 2 FEET OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED AND REPLACED. NOTE: 4. WHEN ENTIRE GUTTER PLATE IS 3EMOVED THE EXISTING 1. SURFACING OF PAVED AREAS SHALL COMPLY'NIfH STREET CU-STANDARD DRAWING. PAVEMFNT SHALL E_ CD( BACK AND A 6'• MONOLITHIC CONCRETE BENCH SHALL BE CONSTPUCTED WSTH THE NEW GUTTER TO PROVIDE 2. JOINTS TO BE TACK AND SANDED. z SUPFORT UNDER PAVEMENT. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. THIS RECORD DRA+A'NG REFLECTS z ¢ Q _. AFTER CONCRETE -IAS CURED, SEAL.OINT. o 0 AS-BUILT INFORMATION PROVIDED BY THE CONTRACTOR. THIS INFORMATION IS 5 � - --- SHOWN FOR RECORD INFORMATION ONLY. w d Lo asaRove'P e.. NO SCALE AGUaii P DUN 5 TUSTIN P DUENAS ,� ENG NEER NG DEPARNEni G ---- TRENCH p+hC LNG. SHEET CURB KNOCKOUT Dwc.No. rEx Ea ®) V �I(- �=w.x.LLRD `tV w FOR DRIVEWAYS 19\ , IMARCH,eea BACKFILL REG® R/A NGSmGITr CIF ncnRa `•` I5�)ee~' MARCH cava 1 45 CITY OF1"M ^" I°'3 B1-„” ISO DRAWN BY n•`-vtL�.l�' DATE: ru:� -ruC6.0 CHECKED BY:, fi3( � DATE:�O/ :U �0 2312-007 /4 N cL ® v� ^- ©` - ^nsHED GRADEGS) i./\�;\/, CLASS '4' NATIVE BACKFILL CLASS "B" GRA9yU_7R BACKFILL PROPERTI' LINE -_ w �A - / Ez S J I ¢ '� rF AC PAVEMENT REPLACEMENT. Z ~ r --- E } ..�e �,`✓\\f"\.'. SEE NOTE 4. rp, W U"MAX. 3 LATH ON PROP. '. �\�/� MOUND EXCESS MATERIAL TO ALLOW 6 MIIV.SEE NOTE 4. b`�"q �+ a SIDEWALK LINE AT FUE. '-W= FOR SETTLEMENT CONTRACTOR p i r /, !! I rSAWCUT CLEAN EDGE FOR 7• III 0 SEE NOTE 7. jS ,�..\ SHALL RESTORE ALL LANDSCAPING DB �¢ .\�.,� / AC PAVEMENT REPLACEMENT'. T, 4, f! TO PRE EXISTING CONDITIONS. F / SAND SEAQ JOINT. F r2� PROPERTY CORN ER. , _ SEE NOTES 2 AND 3. =: 1„61 a :EXISTING z X167NG PROPERTY LINE AND ``. �. --✓�C' LOTONUFA SEE 07R PLAN Io-- EASEMENT K { GROU ¢�,- ....y AC PryEMENT r + BERSMARKED PUBLIC UTILITY d w�' r ROADWAY BASE ` W cwio L 2 - ,. -__••. Y'-`-"'l T:.,>..° ` PROFILE Y -..K��n TABLE'� CLASS"A" \. Y,rc`, E VI E1 � BRANCH 4HRUST.BLOCBC /f, CLASS"B'3/4"-0" L:/ PIPE DIA BEARING AREA BACKFILL \" �' I-¢ CRUSHED ROCK i _ ELEVATION (IN) (513 A GRANULAR BACKFILLw a . II -R -- `° B 2.8 YT METER BOX AND SERVICE PER CURRENT E 60 Sf „•* "`PIPE 12" INSTALLATION BY MND I PLUMBING CODE 12 71.3 \l �. I, ZONE X4 , Lijf w A. CONCRETE THRUST BLOCK POURED AGA.NST UNDISTURBED EARTH THRUST BLOCK -- 6' PIPE BASE 2" SIZE SHALL 3E PER A3 E i AND S-.ALL NOT BE LESS THAN ONE FOOT IN ANY 6 ,,, �, `( hEYH TE DIMENSION.CONCRETE SHA BE CLASS 3500 6.5 SACK MIN.) A ,CT YMPIC F 'JNJR G3 C A `r DOX AND COVER WIDI CURB STOP B. WRAP TAPPING SADDLE AND VALVE'WATT: 3 LAYERS OF B MIL POLYTHEYLENE PRIOR TYP. 0 TYP. LA A I. ACE TALL BE P 'M8,CENTERED ON AXIS TO POURING TARLST BLOCK AND BACATILLING.EXTEND POLYETHYLENE 6"MINIMUM Li Or r '-ING JI .ND D N R: CV CPNO ASSEMBLY. BEYOND SADDLE AND RAI`IE AND SECJRE TO PIPE WITH POLYETHYLENE TAPE '24"MIN. B, Un VER A\E Y .'RuVID, AT C 4' -)TICK AC OR CONCRETE i"TYPE"K"SOFT C. STAINLESS STEEL TAPPING SADDLE W7-i GASKET AND FLANGED CONNECTION. �+ P IFN: PA JR CONCRETE ISE�4 R..RAR ST F RFINFORCEMENT OVER 4" COPPER TUBING METER D. LINE-SIZE GATE'.`VALVE(F-G X MJ). '1. PIPE ZONE MATERIAL SHALL BE 3/4"-0"CRUSHED ROCK GRANULAR BACKFILL °��`��,' '(.All- ED 1-3" CRUSHED (`✓ RREBAI.SHALL B� 2'DEEP AND 3"FROM �<• E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21 COMPACTED TO 95%OF AASHTO T-99. ""'" Li EC G LAS AD S-IAl'I SE E :'RED ARCUN ''A VE BOX i. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTYCIO 6 TY E P U E FA:,F ' H S NECESSARY. 2. CLASS"A"NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND LINE AND THE PUBLIC UTILITY EASEMENT,DEVELOPER'S SURVEYOR SHALL ALSO MARK OF_NERAL NOTES: _ 0. OF Ekf ? E>: . IC -G F -.IV 4L>F NUT IS DEEPER THAN 60"FROM 1. BEFORE INSTALLING TAPPING SADDLE. CONTRACTOR SHALT:THOROUGHLY CLEAN PIPE REQUIRES DISTRICT APPROVAL BACKFILL SHALL BE COMPACTED TO 909,OF AASHTO IVIS-IE ./•D J�:; THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 7-99 IN LIFTS NOT EXCEEDING 18"(LOOSE MEASURE). Q E. WPT ,,F T INFTR r 5 1�:. FTH I_FAT FRIAR :0 BACKFILL'NG. TO REMOVE ALL.DIRT,ROCKS, AND OTTER FOREIGN MATERIAL FROM PIPE WHERE O F) N:;P`:C I P 'J 11 NII..,.. 5= .,IID �.....t ANP^ 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SADDLE WI'�_ BE:'NSTALLED. LJJ SECURE'0 PIPE WITH 1C 3. CLASS"B"3/4"-0"CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED full C PIP-W TAPE. SERVICE INSTALLATION,THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 2. SADDLE BOLTS SHALL BE TORQUED MANUFACTURER'S SPECIFICATIONS. AREAS.BACKFILL SHALL BE COMPACTED TO 95%OF AASH TO T-,19. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE 3. CONTRACTOR SHALL PRIOR T TIG-i GASKET I5 PROPERLY ALIGNED AND FREE OF ,. `,4L AND SMALLER ,H L,rA_ �,=.LVLT. VALVE 10°AND FOREIGN MATERIA_PRIOP, TG PG�7ENI\G SADDLE. L v R S-Ia__ BE SJ BL,-I EH AL';,S 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE UAOPEI-A NC L,- 3. ORS SURVEY (7)PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 SERVICES OF JURISDICTIONAL REQUIREMENTS. A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES PRIOR TO TAPPING. H. E x5 CJR S+ L.on. rcL _',CER GNNLCT TO D3034 PIPE USING A AND OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT `. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR'i0 TAPPING. COhyr'+:ESTE-P C/E.1EI I. / 6. CONTRACTOR SHALL RUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING: 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE LOCATION. 0. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. I® 1 - - CATE.6/5/2013 _y� p� y- I M Tua,ating allL)Water IFDCC Tualatin Valley Water District DEsGINE.:De SINGLE DA7E:61rz012 Tualatin Valle NatiffDlstnct ESBCNED:PDB i DATE:6/112012 (� TYPICAL VALVE DETAu. Y SERVICE TYPICAL DerAIL � � DerAIL TllalallYl ]elle}WatePDl3tilCt DE9GNED:PDB g�q TRENCH DATE:6/1/2012 � (� � �'"" Y� TINGr\ Ufa APPROVED:MFK _ TAPPING SADDLE f ` ® PICAL DETAIL ry .SEI G 3 1850 SW 170th Ave.Beeve OR 9')006 INSTALLATION WITH 1850 SW I70M Ave.B eDn OR 9iC06 �� nPPROVFD:MFK BACKFILL.,se per' • III'"L (503)642-1511 www.Nwdorg SCALE:NONE CURBTIGFIT SIDEWALK (503)642-1511 irnd o� GALE-LONE 1850 SW 1701h Ave.Besvectaq OR 97006 L�T9i✓6®���L. 10 (503)642-1511 www.rowd.o�g 8CAIE:NDNE UJ p0p1 V RESTRAINER LENGTH(FEET)REQUIRED FROM COMMON FITTINGS HYDRANT BEHIND CURBTIGHT SIDEWALK LLAIT OF REQUIRED I� NTA 8 VERTICIL�3CND5 REDUCER I—NOTE 31 18"MIN R ZONE. E DEAD ENDI _ 'PIPE DIA kORIZG CLEAR TEE BRANl2R 90" A 221/2° 11114° 4' 8" 8" 10" 24"MAX Lb -IRE H'(DRAn 4 as ., 16 .o 18� n BRE 3K MANGE A \� 3 2" RIVER ROCK WATER METER E30X 6 62 fi n IO 25 - //-i'��l a 75 75 s 1D S 4e 24 - - - + 6"MAX / '!` CONCRETE 151 __ FXt, r r� VERTICAL CURB 12 115 115 3 10 ]S 6] 49 27 �- `3F` T4 ESE VALUES ARE BASED 1 A TEST PRESSURE OF 150 PSI.'.F TEST PRESSURE EXCEEDS 150 - � - � � ` ft 'vl Pl_E 100 P URC ACTUAL SC SI-1.33 PSI. F i .., PS:.INCREASE RESTRAINED LENGTH VALUE E H RATIO OF THE PRESSURE TO 150 py 2'C PSI_ f VL,_TI.'Lr LIST D J_FAIR E .ATI HE LENGTH BY 1.33 \ '� �""re-ra- gT 6"CLASS 52 DI PIPE , T �� �' 8 .TIN- o � SECTION A-A � n _ " A a �� �.CURB FACE"OR EDGE TT 3 h n z E OF STREET: ` 4. 3 F z y I�.,_..._... _ S / �'' - RESTRAIN _ 10' X70' a ) 1 L T3U, � - r y `t t "�0 STREET Ir, NaL NO JOINTS A��C hc.D ON THROUGH yi HYDRANT iN PLANTER STRIP {i : A CONCRETE VERTICAL CURB LEG WITHIN 5 FEET OF .CE) - 18"MIN '•o?4` LW;a + Wim.". ..3„ ,,. ,.J ',,- TEE 3P•AIVCH DEAD END BEND REDUCER ^® p 24"MAX IN INI I{ ITTE BREAK FLANGE A 1 ?.t-PIP JCV 5 NIT IN THE SPECIFIED DISTANCE FROM A DEAD END,TEE BRANCH, 18"MIN 3"MIN NO-ES a 4 4 REDUCER(RESTRAIN LARCE DIAME E? IDE EXCEPT AF ALLOWED IN NOTE 3),OR BEND 11 5"MAX(TES-RAIN_A.,T SIDE)SHALL BE RE-RA�lED WITH FIELC LOK©OR FAST GRIPE GASKETS. -i - -4 3' 1. THE i L AR GONE PROHIBITS THE FOLLOWING: 2 RESTRAIN-D _f TFI VALUES AR,BASED ON THE A)PTHC ASSUMPTIONS: V`N CES PARKING WATER METER BOX ?EST PRESSURE. 50 PSI iftft ` �I 6 TREES a �° a (APPROX. I' X 2') • 'IP PI! DIAL CEA✓ENT-MOR F I F'., D .TTI F IRON WITHOUT POLY WRAP ` LARSE BUSHES c I PIP CER. s FEET KE Nn'ES, RET4NAG WALLS LA 2" RIVER ROCK STHENCE SOLD TONS TYPE 5 CTP SPED ROOF IV PI'E ZONE AT 90%OF T-99) A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP " ANYTHING ELSE THAT MAY INTERFERE:WITH OPERATION OF 2'--� � L I P UN NG SOI[ C 4 SIFIC TIOJ MSM •SAND/SILI) No.3. FOLLOWER.ALL JOINTS IN THE IRE HYDRANT. SL LT DNG SOIL D NSI_': P1F1' HYDRANT ASSEMBLY SHALL BE 2. TH`. T EAR ZGIE A__OWS THE FOLLOWING: CONCRETE SIDEWALK - " FAC-OB OF SAFETY: t.' B. 6"GATE VALVE.WRAP TEE AND FULLY RESTRAINED. " IAuIN A R A 5 5 VALVE WITH 3 LAYERS OF B MIL MULCH TR VIEW 3- JOINT RESTRAINT IS NOT REOJTRED N TIME LA G DAItETE3 SIDE OF REDUCER IF THE POLYETHYLENE PRIOR TO E. 12"X12"CONCRETE PIER BLOCK( B.AR., 7'ST UNRES RAIN C STRAILHT PIPE LENv IH JN THE +MALL DAMETER SIDE OF THE REDUCER BACKFILLING. ON UNDISTURBED NATIVE SOIL. GROUND OVER zo EXCEEDS VALUE AL U'_ATED S'DLJWS LOW LAN-INGS �n l� �q®q ® g� om - 44•LL P.P STRAIGHT I FNCTH - IARGE DI A!vIETER.X RESTRAINED LENGTH C. TEE.NEW CONSTRUCTION TEE F. DRAIN ROCK POCKET. 4 CUBED HOWE ER,THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND SIDEWALK OPENING QeT WATER METER ®ETAI�. U O SIMlIL DIAMETER (FROM TABLE ABOVE) SHALL BE MJ X MJ X FLG. FEET MINIMUM. COVER „0'JLD BE DAMACED WHEN THE HYDRANT IS USED OR N CONNECTIONS TO EXISTING MAINS MAINTAINED. NOT TO SCALE a - SHALL BE TAPPING TEE PER G. MAINTAIN MINIMUM CLEAR SPACE 3, THE CONTRACTOR S14LL NOTIF)'TVWD WHEN FINAL LIFT OF AC 4. CONTACT DISTRICT ENGINEER FOR ,U DANCE ON PIPE JJIIN RESTRAINT IF PIPE DIAMETER DETAIL No.B.THRUST BLOCK IN ALL DIRECTIONS PER DETAIL No. PAVEMENT IS 0 B PLACED SO A BLUE REFLECTOR BUTTON CAN BE XCEEDS 1 N /CR OCS'GN CoIVD TUNS DIFFER SUBS SANT i!ALLY FROM THE REQUIRED ONLY FOR TAPPING TEE. 102.PLACEMENT OF CONCRETE hVSTILLED FOR INE FIRE DEPARTMENT. - ASSL,MP C! S FD ABOVE- T q��7� qy� AROUND HYDRANTS IS PROHIBITED. �7 0 / `1 DATE:6/1/2012 Tualatin Valley Water D)$trl(it O o.vOa DATE 6SS2013 DESIGNED Poe DATE;6/1/2012 0 Ttlalann�allel WaterDI[ c y SNE FIRE HYDRANT lualatinVaIleyWaterDistriCt ® �p�p�y®pie R- JOINT DETAIL ( N DETAIL �ff6�tl-lld LJ'C4l�9tlT DETAIL 6� �® [ ® p_ ��+ �' ovED:mEk STANDARD �® �„ =PROVED NEK IY S OlhT 3 un-illiF f RESTY\FSIIVI 1850 SlV 170[h 4»e-BaeW tnn OR 97006 9eALE NONE � 1830 SW I7 Avo.BeavO:nn,OR 97ll,Sl "'-' °�®� THIS RECORD DRAWING REFLECTS Z Q 1,704_1-n t.,i�'a �. �� (503)6421511 Nide, INSTALLATION I�� a.LENoce CLEAR o (sa3>64z-1511 P,wa org AS-BUILT INFORMATION PROVIDED BY � THE CONTRACTOR. THIS INFORMATION IS 5 SHOWN FOR RECORD INFORMATION ONLY. o, z RECORD, DRAW I NGS SHEET DRAWN BY: ;21�Cc `-r DATE: CHECKED BY:_A2/z/,, DATE:ia� _L JOB N0. LLJ 2312-007 z LGCAU`D ME ANG AGREE �' I I OVER.tDGE AT FEAR. 12"IN WIDTH IPC KN M'N.BEMEEN / acKauTs T°FLAT FACE LETTERING j ° (RECESSED FLUSH)-T I I .CLASS "B" CLASS "A" V40 RIP I *'��7A'IVE ND EXCESS NIVE MATERIAL Z ti / OJ O 4 SURFACE RESTORATIONOVER TRENCH TO ALLOW �" w k { I Q i I AS SPECIFIEDFGR SETTLEMENT W� MAXIMUM 27'FROM .� AMOMS FRAME AND COYER OR /.� (`�` q �•• TOP OF FIR STEP c F WATERTIGHT FRAME AND COVER. 1, IF'^tO O 1 E+ IM TOP OF CASTING ST).DRAWING NO.UO-REA/ST j p (/ �'fi- !� R OR NO.120 J f F PARY GO �6y FRAME IN NON-SHPoNK 1 Hm \._ Q •:ia`T 'y GROUT { )T�r �,•-..-� °yti U=p0•n e 'T Z \e T- .•."e TOP SOIL E. NOTES. , I\ \ �\ I�amr�x ISOIL EXISTED z CRAOE RINGS(2",4",OR 6� \Q I ° 95R COMPACnONO:XCAVATON. 'WTHIN 48 O www 1 M To HE I- �MNDMUM 1z^SET IN I 9q�o 2'La, O OI I j ^� NON-SHPoNK GROUT 0) PEN _p I " sLRFACE F d Eo'Re Ts F o Ecno PIGKHOLE 3 TO �a a� P E CE CONCRETE 5 28 D' a _UNDISTURBED w° STRENGh F3000 D (1 fi)5�4" - ° V] Z y�Ary 3 A I B s,.-AI FD WITH P -S BrArmaRD EccENmlD '-TOLES AS SHOWN ' � so�cDMPAcnoN �NA-v� EARTH RI H�".s E SEA ao. E Dk PPROLED as'CONE PLAN VIEW COVER BACK ""enRTM EO aELOW 45"oF I MATERIALZ- Z o SO �'so 0 C PM` NC TO EIMAL P C G O CO2 0. - o ° (J SURFACE U W s PE A ALL co CONNECTIONS s a AN o E s E �P-GDO . .. NHOLE CH NE D T PPE 00 EC ONS OF FOUR OR VOLE MAINI —HOLE STEPS SEE° 24 3/A L DEP1H RES RE LE CONNE TON AND C r - SID DRAWING NQ f00" A/4"va b,Ci rc A3. W MSE. 7 PR VIDE A MINNUM OF 8 OF NTBAT(UNC YUBEE) MANHOLE SECTION VARIES MALL"E CBE (VARIABLE 1--4') \ ,.•.° __. 0 E SA ACE OFTMANHOLE'. oil sb'.°4p T B ORCAGOVABI R E H •'•^% FRIS BE ITAR� OG EC ON L "T E OF D30 2S" r .. r„ .� ! 3/'SHED ..yS.'"i<�;+o e°•` Li CON CT OR 5 Ps. w 5"MINRIUM rte-t _l _ _ ROGK �/p PIPE 10.WATERIG E PROOF HOLE FRAME Al: 4 /SQ, ZOM1E ..PLUS 6" COVER 5 3E USED.N ALL EASEMEN AND OFF w 2�� STREET RCA6. ::> n m r .,QGo° "W ^/ ImuuM 12'LEDc;E P CKHOLE DETAIL i PI E eE-01Nc b °°°�O°qqLi (ONE REQUIR41��P_ 2'MIN.FROM TOP OF - -- 2 1'2 °�ApOY B. -0 I1"/FT.SLOPE b PIPE TO MANHOLE cp sEcnoH SECTION VIEW -�� Gj V) ' TRENCH SEARILIZATION ° PIPE F A QURED TRENCH STABILIZATION ® J 0.0. /2 PIE OC.PLUS 4 MIN.FOR PIPE SMALLER THAN 18- SHALL BE E FRATELY .� I L 1/2 PIPE Of.PLUS 6"MIN.FOR PIPE 18"AND LARGER AND PLACED PRIOR TO PLACEMENT 6dn OF BEDDING MATERIAL. ggq9, SMOOTH FINISH CPANNEL U 'p ,O 8"MNAAUM CONCRETE Ld tl� 3/4 VERICAL HEIGHT OF oIPE p :_ NOTIC: E L I ' _V, � ALL COMPACTION REQUIREMENTS PER 72"MfwuuM SEE DETAIL#110 FOR MANHOLE 1=RAP4L-SPECIE=ECATIONS. O 12'MNMUM OF<'-O'COMPACi:D--r I AASITYO T-99 AND ODOTIAPWA SPEC 00405. BASE MATER AL ® V STORM WATER TRENCH BACKFILL _j O STANDARD MANHOLE a €t r Services MANHOLE LID �Clea.wa.- services DETAILS C1eanw4i;' Services D U DRAWING NO. -I'D REVISED 02-03 0¢c°mmltment(e°1nr. )-TAI/,:INC \U. 120 - -D I; D --N-1-—1,- [)RAUyING NC. 59C'.. REVISED 12-06 ®ur c°smitment es cies. j D.L c� PLANbi PROPERTY LINE OR IUTY EASEMENT Lij -- TACK ALL E.IGRESTENIAL AC TO GREATER OF 3 Ti CKNE55 OR EXISING PIPE SIZE AS SPECIFIED EC f 4 IN PLACE STRAP RETAINER _ 0) PVC SADDLE(TEE) W+12"MIN. TOA ST GINTENT PPLUGWG BLOWOFF/BACKFILLRIDGES 8"MIN. SAWCUT r.X13TNG AC �BOnr. SANITARY I n SEWCR M A NOTES RUBBER GASKti ( 0 --.—,... OR CO S C IOU OE DE ORM PPEUNE i V i'S 1 - i....WITH FACTORY — Z \ O N F BR D FE -FEES' OTHERWISE APPROVED \� 2 E MA•sra 3o3aL BE ONE OF THE uovnNG - L —� 1 D0 opo oo0 o°o°O° oo dOp°000p00 o0°opo oo°Q "Uo c a CR 2e0D zxa ( o ooppp�p oo pOpoOQOpo Qp 00 p 0p Op � dam`" C E SS 5 INSTALL PEI 1 ° O Q 0 O t4°O ° ° °Q° uc NOTE p7 ( I 00.00°°o Oo°pop �00oo °Oo0s Q 0 0 ° ED 6� I j D 20D G �Z 3 E I p 0 Q o _ I CPPE ESH LL BE COLOR COOED: ip 1 f ,\\/� O°0O°0 00 °F 0g WHA,FOR S,ORH SOR DE PPEEHFE 1 - - {if@ \ \ 00 Q °Q D nl IN E%IS.TNG °Op Q O Q cp 3/4CZI " IDE NOT C BE BUIRIMINT 11 BASE YOLK IQ O O��O op0 CRUSHED ROCK RITILLY HEIGHT BER—ION Or.1 HEvTOTaL r LF' cRoumD °p000�O°p°ol I OFSHUN C 171111-1 SET CF PLANS SURPACE MAGNETO O°000° 0�° 1 I <a4 MARKINGS TO�H E STRECT _ LAIN TAPE III I LOTS, � I ��----001 p a I j rARM GOLD'CGO TPARIAGD PIPE ZONc !Y/ATE TO- J BEL 1 r LIG—HO TAPEBRAIN C LETTERING STORM OR SANITARY STAINLESS S-EEt GROUND 1 NA t Un ONCAUTION M RR DJRIEDR ED BELOW" { PL4CE 8 .ABOVE OP OF PIPE AND AGAINST 2X4. F MAIN BAND BEDDING 1 PIPE PWG NOTE: 1.TEE CUT TO BE DONE AFTER EXCAVATOR AND BACKFILL OF TRENCH. NOTES: 2.SEE STD REARING NO.590 FOR BEDDING,PIPE ZONE,AND TRENCH BACKFILL. N O INDEXED PVC GASKETED SADDLH E SHALL CONFORM TO ASTM 30 S P O- p 2-PVC COMPOUNDS SHALL CONFORM TO ACTM 01784 AITi CELL CLASS O. 12454-B/C i u 1n'MUM SLOPE EOR. u L3/4"-0 PIPE ZONE OR 12364-C. ° ° PAF 0010 MA ERIAL A5 SPECIFlED 3.ALL ELASTOMERIC SEALS(RUBBER GASKETS)SHALL CONFORM TO ASI 477. �n 4.INDEXED PVC GASKETED SADDLE SHALL BE INSTALLED JHTH RUBBER^ASKETS ! V b UP 0k'TEE wIIH APPROVED FOR THE SEWER MAIN WALL CONFIGURATION(PROFILE OR SMOOTH WALL;. B DD NG GRA EL 5.STAT NLESS STEEL BANDS SHALL BE 300 SERIES,% HAND 41D-1I CADMIUM PLATED, LEVATIONCARBON STEEL,AND A ACHED WITH HEX HEAD,SLOTTED SCREIVS. e•/ IA VMLI,2C'WDE F 6.INSERTION HOLE SHALL BE CORE DRILLED. 7.INDEXED SADDLE SHALL BE INSERTED A.MINIMUM OF Yq'FROM OUTSIO WAI._CF HOST PIPE AND SHALL NOT PROTRUDE BEYOND THE INSIDE WALL OF TLE HOST PIPE. � .. TH IS RECORD DRAW I NG REFLECTS Z O A - O AS-BUILT INFORMATION I TION PROV ID ED BY SIDE SEWER / SIDE STORM INDEXED PVC GASKETED � T—CUT THE CONTRACTOR. THIS INFORMATION Is s � CeleaRWater Ser4RCPSI SHOWN FOR RECORD INFORMATION ONLY. GO UD--- PIPELINE d PIPELINE SADDLE ;Cle )P ��e\��Je 'Services ASPHALT DETAILS Cleani�Taterr� Services z REVISED'2-ofi ®°•°°m�,1m°^'��°"°". REVISED 12-0s m„ �m.ea„_1°er. °m�le�°na'sc°a� SHEET DRAWING N0. 52G `JP.AWNC NO 600 R 2-06 - DRAwwc No. soo I' RECORD DRAWINGS m� DRAWN BY: DAIE:4 LI � 2 CHECKED BY: Lks/F" DATE:/o%✓iq C3 JOB NO. Lu 2312-007 a