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Brent Lawson Partition wOttjerLnr _ gehblrretrtR°7 dQ /y ?S � I 4akSt W.B. WELLS . ,� Arne 5{ tJ &Associates,Inc. -_� V_e!'tOtl- 217 �pv)oQ ::Q '} ( SW N ,L3t SW SP,.01st I ErtGINEcRSSURVEYORSPUNNERS �v 11I�'� k_. .1 4230 NE FREMONT STREET r `' rSW ai+hs Beard�St, �� { 4-_^��,-i Yp s.� ,'�` SW Lon #f 54 { PORTLAND,OREGON 97213 PRIVATE SIT_L_j D_,F__,V_r"'LOPMENT _ SW�teue st y ,1 Nu �_ _ . T'� A ( �-- �a- -_ PHONE:15031284S656 FAJ('503I1648530 e-mail address:ir!o&bwells.com ,a4 +th D„a,, BRENT 0� /r g >r� r 1 � tt 9 S 'V° 1 \ A !F }�—p' f l+� S�'YSummerPr7 � SW7ipard S(_.1�.i. 1 �' L T 7 r MI F'!in p Ll, I I �: _ m G a ?q-,,`-i-- li I.'- L.SW Fa can tse Dr y I h' }"et ' rnl(i p'ti131 Dr � - '-f`�"" SW xaLhenrtl 5l LOCATED INS�Y.I��t st >� ! T2S, RIE, SEC 03(CD),TL 4500, W.M. �� q � To 2,� "D�lates' ' Pe W$alo � yri�".. 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Sq SANITARY SEWER SP, SANITARY SEWER o STATION ISA 3-1/4" ALLUMIMI DISK LOCATED IN MOVED w THE INTERSECTION OF SW GAARDE ST& SW 121st ® SANITARY MH ® SANITARY MH TREE TO BE REAS-BUILT STATEMENT OWNER/DEVELOPER AVE, AT THE NORTHWESTERLY TERMINUS OF SW AMES N LN. SD— STORM SEWER SD STORM SEWER——————— PROPOSED EASEMENT THESE AS-BUILT PLANS WERE COMPILED FROM SURVEY BRENT LAWSON DATA AND INFORMATION PROVIDED BY THE CONTRACTOR, IT EL=412.67' STORM MH STORM MH EXISTING FENCE IS SUGGESTED THAT THESE PLANS BE USED IN 7524 SW RED CEDAR WAY ® ® CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND ;NGINEF SD--{]@ CATCH BASIN SD CATCH BASIN -- PROPOSED LOTLINE ELEVATIONS OF IMPROVEMENTS IN QUESTIONS. THESE PLANS TIGARD, OR 98223 <,aea' ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO PH: (503) 686-2115 WA WATER LINE WP WATER LINE STREET SIGN THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. s�oN 'v wHYDRANT HYDRANT MAILBOX F SIGNATURE _- ENGINEER 9RkA.zeMP zWATER VALVE 9 WATER VALVE O TELEPHOLE RISER t_29-p� WB WELLS AND ASSOCIATES EXPIRES:oa/3o/2010 NOTICE TO EXCAVATORS; ® WATER METER ® WATER METER ONU EXISTING OVER HEAD UTILITY DATE 4230 NE FREMONT STREET SIGNATURE DATE: E ATTENTION: OREGON LAW REQUIRES YOUi# _ _ PORTLAND, OREGON 97213 TO FOLLOW RULES ADOPTED BY THE CENTER LINE CENTER LINE T&TV EXISTING CABLE TV/PHONE BRENT LAWSON OREGON UTILITY NOTIFICATION CENTER. — PH: (5O3) 284-5896 THOSE RULES ARE SET FORTH IN OAR — — BOUNDARY —--—-- --— BOUNDARY UG EXISTING UNDER GROUND LINE 3 FAX: (503) 284-8530 0 952-001-0010 THROUGH OAR 7524 SW RED CEDAR WAY 6 952-001-0090. YOU MAY OBTAIN POLE W/LIGHTPOLE W/LIGHTDETAIL LETTER CONTACT: MARK A ZEMAN TIGARD, OREGON 97223 w COPIES OF THE RULES BY CALLING THE __ A SHEET NUMBER CENTER. _ _ CONCRETE �_„_:_`�:___!� CONCRETE markz@wbwells.com (503) 686-2115 (NOTE: THE TELEPHONE NUMBER FOR -----___-----_ THE OREGON UTILITY NOTIFICATION Awwvv���� CURB CURB REVISIONS: € CENTER IS 503-232-1987). z k TREE TREE o POTENTIAL UNDERGROUND FACILITY OWNERS +tj ���.....!// ABBREVIA-IIONS m WALL WALL A/C ASPHALT CEMENT EVCE END VERTICAL CURVE ELEVATION PL PROPERTY LINE ° Dig ! Safely AGGR AGGREGATE EVCS END VERTICAL CURVE STATION PSI POUNDS PER SQUARE INCH APPROX APPROXIMATELY EXIST EXISTING PT POINT OF TANGENCY SHEET INDEX: o n Call the Oregon One-Call Center 1-800-332-2344 BCR BEGIN CURB RETURN FG FINISH GRADE PIAPOINT OF VERTICAL INTERSECTION I BEN SE BENJAMIN TERRACE FL ROW LINE PVT PRIVATE STREET a EMERGENCY TELEPHONE NUMBERS SVCS BEGIN VERTICAL CURVE STATION GA GUY ANCHOR RD ROAD 1 COVER SHEET I CDS CUL DE SAC GUT GUTTER R RIGHT E E2 CONSTRUCTION NOTES CL CENTERLINE NW NATURAL GAS HORZ HORIZONTAL SAN SANITARY SEWER a M-F 7am-6pm 503-226-4211 Ext.4313 COMB COMBINATION IE INVERT ELEVATION ST STREET 3 EXISTING CONDITION AFTER HOURS 503-226-4211 CONC CONCRETE LAT LATERAL STA STATION 4 SITE PLAN DESIGNED BY: AJY 3 PGE 503-464-7777 COP CITY OF PORTLAND L LEFT STD STANDARD 5 COMPOSITE UTILITY PLAN DRAWN BY: AJY OWEST 1-800-573-1311 DI DUCTILE IRON PIPE MAX MAXIMUM STM STORM r, CITY BUREAU OF MAINTENANCE 503-823-1700 DRWY DRIVEWAY MH MANHOLE SW SIDEWALK 6 GRADING & EROSION CONTROL CHECKED BY: MAZ CITY WATER 503-823-4874 DSGN DESIGN MIN MINIMUM TEMP TEMPORARY7 EROSION CONTROL DETAILS ©W.D. WELLS 2005 VERIZON 1-800-483-1000 ECR END CURB RETURN NTS NOT TO SCALE TOC TOP OF CURB PLOT DATE: EG EXISTING GRADE PAV PAVEMENT TYP TYPICAL 8 PROFILES ELEV ELEVATION PC POINT OF CURVATURE VERT VERTICAL 9 DETAILS 1,JOB NO: 06-305 EP EDGE OF PAVEMENT PED PEDESTRIAN SHEET 1 OF 9 _ ,-.-..._-_.,-___.....rm� ........�„�a,®......._._�...,....o... y.�..._ �.,.�,,,.,�.��x,...::.Q.:,.,... - ,,,�.,,.,,�,"_..�n.,.-.�.u.W...A..,.M,.�.s,:.::,, a,N.r::,.n..,..�.TT.-_�„.,.,-.,. ..���.,-,.�.�a�.�,�..��,..,«r:.,..�.�,o�„�,�-,��.-.,,.�:- .xc;�"m�.�>,-�:��.a�.,w-.��.+.�.-.r.,�<.waans. �.=.aaxe�vs:�a,<.4^€�..€sr -sk�.:.,�:rzac..�,�,:-s,�,-a.,,•.��rnrcruwn:rsarmas�cxse;n� sv =: arw,.r .ea;,�xsssna,wr.�.sunas� .;�:�c..<xa..Y4 -.�`.�i" .`,e'r;§ Xx".R�?.�X"_I GENERAL NOTES GENERAL NOTES (CONT.) WATER NOTES WATER NOTES (CONT.) W.B. WELLS 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON 23, ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, 34. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON 49. PROVIDE AN ECLIPSE NO, 88 SAMPLING STATION MANUFACTURED BY &Associates,Inc. INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL ENGINEERS-SURVEYORS UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. 4230 NE FREMONT STREET DEPT. OF TRANSPORTATION, FHWA, 1988 ED, CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT RECEIVE A TPW(CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED BE 2'-0" BURY, WITH A "/." FlPT(FEMALE IRON PIPE THREAD) INLET, AND A PORTLAND,OREGON 97213 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY APPROVAL ON CONSTRUCTION PLANS. Y." UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE PHONE:(503)284OOFAX(503)2948530 ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION 35. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. e-mailaddrass:infn@v'bwells.com ACCORDANCE WITH A CITY(JOB SPECIFIC) APPROVED TRAFFIC CONTROL OF INSTALLATION COMPLIANCE (FORM ATTACHED). PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR PLAN, A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE 24, A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF 36. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL Q AVAILABLE AT THE WORK AREA. BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY NEW SUBDIVISIONS. WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE V 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND 37. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING GROUND WITH NO DIGGING, A COPPER VENT TUBE (STANDARD) WILL WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING. TELEPHONE ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER 639-4171. TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY SYSTEM. q NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY 25. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION 38. ALL WORK SHALL BE IN ACCORDANCE WITH ANNA (AMERICAN WATER WORKS PIPING WILL BE BRASS, AND A 34" BALL VALVE SHALL BE PROVIDED IN 9y SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE& RESCUE) AND TO REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER ASSOCIATION) STANDARDS. PLACE OF THE 34" PET COCK ON THE VENT PIPE. yp�lateS, 11 TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. 39, ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. 50. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR -- - ENGINEER AGREEMENT NOTE #5.) 40. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED 26. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TO SURFACING OF STREETS. WATER METERS WILL BE INSTALLED BY TPW w TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL _ NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE :1 41 (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE UNLESS OTHERWISE SPECIFIED. COVER FOR ALL WATER MAINS IN STREET PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , j 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, PROVIDED AT THE PERMIT HOLDERS' EXPENSE. AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE %*-0" GRAVEL. MINIMUM OF A DCVA(DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, 27, THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED 41, ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, PROPERTY SIDE OF THE WATER METER, IN ADDITION, EVERY METER FOR SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP OTHERWISE OPERATING NUT EXTENSIONS WILL BE REQUIRED. COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL TUTIONAL SER VICE, ESTABLISHED. DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE 42• POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE RESOLUTION AND OWNER SATISFACTION. rte., TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY 2g, EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL MAINTAINED. BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' 43. A 4" X 4" X B'-O", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED 7, NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR EVERY 2-INCH WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. EXPENSE. BETWEEN 9:00 P.M. TO 7:00 A.M. MONDAY THROUGH FRIDAY NOR BETWEEN 29. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST 51. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE ® Q 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION h-4 � THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS � E--I SUNDAY. COSTS TO WHICH WILL BE ADDED 10%FOR TPW INSPECTIONS, WATER LOSS, 30. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, MANUFACTURED BY MUELLER COMPANY, 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN ti 44. FIR HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2%FOR ENGINEERING THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) 4 TRAVEL SHALL ALSO BE PROVIDED FOR. PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE FLG. X MJ GATE VALVE, 6" MJ X MJ HOLDING SPOOL, AND A MODERN REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, �y OT�c fi 9. THE CITY RESERVES 111E RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT INTERSECTION MAPS, ETC. V REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN (2-2%" NST HOSE CONNECTION, 1-4%" NST PUMPER), 1%" PENTAGON 0.4 W�y AND TASSURE PUBLIC SAFETY. WRITING, OF ANY/ALL ASSIGNMENT CHANGES. OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: 10. BEFOREE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL - 31. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION I? CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, TION-4171) CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY 45. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE Q ME ESTABLISH A PLACE, TIME, AND DATE FOR APRE-CONSTRUCTION MEETING. TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE BLOCK WITH 1% CUBIC YARDS OF CRUSHED 2" - Y." DRAIN ROCK. (n ^ isFOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE Q i= 11, THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL ROCK FROM EARTH COVER. INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 46. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET Q WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE �S 32. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED �! ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT, PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK, CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF I--I 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THEAS-BUILT STATEMENT E- PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE THESE AS-BUILT PLANS WERE COMPILED FROM SURVEY �i BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO AT APPROXIMATELY 90 DEGREES HATH AT LEAST 18" OF SEPARATION BELOW AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE /� DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT r� BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR THE WATER LINE. IS SUGGESTED THAT THESE PLANS BE USED IN 1 W PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 47. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND IYi PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S 33. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS ELEVATIONS OF IMPROVEMENTS IN QUESTIONS. THESE PLANS (]'� STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO 4 t OF 5 PSI. WATER MAINS W17H A STATIC PRESSURE GREATER THAN 100 PSI ;i CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. I SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 ADVANCE OF WORK PERFORMANCE. THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY HOUR WITH A MAXIMUM LOSS OF 5 PSI. ^ 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. 48, UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND SIGNATURE 3 o RESPONSIBILITY OF THE PERMIT HOLDER, THE WORK AREA AND APPROACH CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH N ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM I-2,q-Oq POTABLE WATER PRIOR TO DISINFECTION, FLUSHING VELOCITIES SHALL BE OBSTRUCTIONS AND HAZARDS, A COPY THE PERMIT HOLDERS AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE DATE " CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA, WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY ! USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION .. N OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L(MILLIGRAMS PER `< o AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP, LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A ((��pp N'rl 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVCES CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE �e\`�MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO x ( i THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS o WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE °fl�ON Q) 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL y���r ii z°°0� STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. 9gkA ZEMP G` z PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL, CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY EXPIRES:oe/solzom SIGNATURE GATE: 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY BRENT LAWSON } o ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING TO THE PERMANENT SOURCE OF SUPPLY. c> SYSTEM 15 NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT o CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE 7524 SIV RED CEDAR WAY W DRAINAGE CONTROL. DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE TIGARD, OREGON 97223 p 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ, AFTER DISPOSAL AND (503) 686-2115 EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER M 72 HOURS MIN. PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. o (MIN,) REVISIONS: BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE N o PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE, CONTRACTOR SHALL COORDINATE THE a. WORK WITH AFFECTED UTILITY AGENCIES. 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE z° PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT DESIGNED BY: AJY .3 AT ANY TIME IN AN UNSAFE CONDITION, THE PERMIT HOLDER IS 2 RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING DRAWN BY; AJY FROM THE PROSECUTION OF THE WORK. CHECKED BY: MAZ 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF I&W.B. WELLS 2005 EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE PLOT DATE: CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH JOB N0: 06-305 OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. SHEET 2 OF 9 ti W.B. WELLS p 8s Associates,Inc. ENGINEERS-SURVEYORS-PLANNERS 4230 NE FREMONT STREET PORTLAND,OREGON 97213 PUS`A,, TAX LOT // PHONEI503)2M06 W,U3)280530 "`4.�' \ /297 --- / 2000 / - email address:into(dv+bwells.com \ \ ow) AS—BUILT STATEMENT \ /` / /' THESE AS-BUILT PLANS WERE COMPILED FROM SURVEY / p^ DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT �_ Sq • / IS SUGGESTED THAT THESE PLANS BE USED IN ------"- -- CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND TAX ELEVATIONS OF IMPROVEMENTS IN QUESTIONS, THESE PLANS � ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO 3a1�' j THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. /' /I - --- --- EXIS ARAGE SIGNATURE L, TAX LOT co��O / .., i ' /—.2. 10700 DATE � C) EXIST HOUSE �. _ TAX LOT i—i Q /' /' e{' / -`1 J• - _ • 1700 E- 7 EXIST ROCK WALL • w ro TAX LOT TAX LOT 1600 O Q 4903 All, ( / 293 TAX LOT 4400 �/, �' \ -\ �4 Z E_ EXISTINGFENCET¢ REMAIN'EXISTING PORTION 17 F,NCE TObE REMOVED TAX LOT / 11900 TAX LOT i 4401 ,PROf L 74,46 TAX OT / �co'��aclspF� 1X 00 LO I ``) 1, j' r Onr:Oora " TAX Lor I I 12100It c' w ' ' TAX LOT - _29P0� � -� i ' ! , EXPIRES:08/30@010 o i 12200 / EXISTING SANITARY CLEA1�OUY I` SIGNATURE DATE: TO BE REMOVEd oo _ BRENT LAWSON I TAX LOT o / r 12300I =mo`` -_` 7TIGARD, OREGON 97223 524 SW RED CEDAR WAY EXISTING STORM CLEANOUT w r 11 i 6% 503 686-2115 / / --` M TO BE REMO U REVISIONS: 11 1�I y�3I 1741 FAX LOT r ¢ r"* 1 12400 S ERS1-00 (PUB, '=$tea d/ N�,� DESIGNED BY: AJY 3 �.. av IC 1Z0 ..`�� �\ /fid �/ DRAWN BY: AJY CHECKED BY: MAZ ©W.B. WELLS 2005 o )o zo 40 PLOT DATE:ING CONDITIONS TIONS aEXIST JOB N0: 06-305 N SHEET 3 OF 9 0..n, _..,.a��...�,...,..m...� -M.=....,m.._.�.�...�.,.. .,,,�..,�.�..�..,..�„�,.«�:,���>.�,..........c.,,N.�.,."�..�.�..9.. ..�.�,�:. .-_a."..-.�.v.,��:�.w�.�,sv.�: ..�-�::�re��r«.�..�.w��r�..��O�r�..,-r....n.e.� .,,�.�.�,.._,.��,-n.,n. ...-�.,.�;:.,�.�,..:., ,..�,r..,.z�._.rs..�:s.,,Baa-.r,..rrr•:assn.�.,✓ecnaeaav,.eka:.rasw- =;r>g�.e. i�, raa„-a,ras,�s�.t res..,..u„s.�„z,zs�ssarweaos,.cas�zmwsar•n:..sxisz+rOrr. ..�s�sasm�^ �^r�' ;a;zX�.cen,a'3€�` ..w.R�S`id;' '.fTs .rein. �'Tr W.B. WELLS &Associates,Inc. \/ / 4230 NE FREMONT STREET PORTLANDORERVEYGON G0 7213 p� TAX LOT / PHONE(503)29M F&J503)2B4E530 C'44 \ / 2000 / email address:iMo@vbwells.wm CONSTRUCT 10'x12' oep00, / AS-BUILT STATEMENT TURN AROUND / THESE AS-BUILT PLANS WERE COMPILED FROM SURVEY DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT jcR �+ DIS SUGGESTED THAT THESE PLANS BE USED IN \ / / CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND ELEVATIONS OF IMPROVEMENTS IN QUESTIONS. THESE PLANS ,, y ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO '. •" �S' / THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. Sy. 4 � ?c1aYe TA 8007 / SIGNATURE IV c� EXIS O � / TAX LOT APACE DATE/-F 0� 10700 �P^`�' � / I , ���•••• / / EXIST HOUSE � y / / PARCEL 1 / 07 / / _.% 12,468 SF / / / /' \• �� . / TAX LOT 1700 7 0 EXIST ROCK WALL \ • F-1 rr O VAX LOT / TAX LOT cn 4903 / / PARCEL 2 \ 1600 Q / / • 14.625 SF \, _ TAX LOT • \� �/� a v 4400 E_ / / \ P TAX LOT / \_ 9,425 S3 F / 11900 TAX LOT 4401 N / l TAX LOT I / / 00M� / EXIST RETAINING WALL �`rQ���Pry�F94'!jo2 12000 i RETAINING WALL / Ile) "Ar. U / j' I I • / OREGON e j TAX LOT m I 12100 2W TAX LOT '\,, EXPIRES:06/30/2010 I \ `_ h 12200 / III o o_ SIGNATURE DATE: I ' BRENT LAWS ON TAX LOT 1111111 W �'/ z / ( 12300 i i U 7524 SW RED CEDAR WAY TIGARD, OREGON 97223 (503)686-2115 REVISIONS: TAX LOT . 12400 ;o I Sw�3IS�L�RSLo�- (pug LICRO �\,�\ DESIGNED BY: AJY m `���a ® ,(' DRAWN BY:AJY CHECKED BY: MAZ � ©W.H. WELLS 2005 A SITE PLAN 0 10 20 40 PLOT DATE: JOB NO: 06-305 ?, SHEET 4 OF 9 6 \ / / W.B.WELLS &Associates,Inc. E, FJJGINB:RSSURVEYORSPUd4NERS NOTES 4230 NE FREMONT STREET SpU \ 1. EXISTING SEPTIC TANK TO BE PROPERLY DECOMMISIONED AND REMOVED PORTLAND,OREGON s7218 'qIl CA FAX LOT AFTER CONNECTION IS MADE TO PUBLIC SYSTEM. PN0NE:(503)264696FA8(503)234A530 � / 2000 2. WATER SERVICE LINES TO BE INSTALLED BY LICENSED PLUMBING e-mailaddress.iefo@vbwells.com Z' \ / EXIST HOUSE TO CONNECTED TO SAN SEWER IN SW 121ST AVE. / / CONTRACTOR. CONTACT JOHN WILLIAM, SENIOR PLUMBING INSPECTOR �(p �/ qN (SEE NOTE 1) / 503.718.2431 FOR SPECS. �. 3. SERVICE TO BE INSTALLED BY CITY CREWS AFTER PURCHASE OF METERS. ROt., / ocaat AS—BUILT STATEMENT _ TAX L07 / THESE AS—BUILT PLANS WERE COMPILED FROM SURVEY UP �0 « 1800 DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT / IS SUGGESTED THAT THESE PLANS BE USED IN EXIS / CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND pip i ARA GE j ELEVATIONS OF IMPROVEMENTS IN QUESTIONS, THESE PLANS ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO s TAX LOT THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, r h 10700 EXIST HOUSE I. / SIGNATURE PARCEL I /« DATE wr rax Lor � O 1700(2) 1" WTR METERS / [~ j (COT STD DTL 520, SEE NOTE 3) \\ 4--4 EXIST ROCK WALL-- \ TAX LOT r ii O O / / w TAX coT /' rR 4903 �`� 1600 Q (2) 1-1/2" WTR SERVICE LINES, \\ PARCEL 2 / PER AWWA & OREGON PLUMBING CODE \ a (SEE NOTE 2)TAX LOT E"I I"4 4400 E"'I PARCEL 3 TAX Lor 17900 cv TAX LOT 4401 tiff `' QEp PROFf TAX LOT EXIST RETAINING WALL c�,����GINEFXOy / T44sa 12000 � S TAX LOT m 12700 gAKA.ZE�'P CO f \ EXPIRES:06/30/2010 }2200 III. r 2 / TAX LOT - SIGNATURE DATE: / ... .. �`` It BRENT LAWSON 4 I I w T12300r �1I k3 7524 SW RED CEDAR WAY TIGA(R03) 686 2115223 REVISIONS: I Irl ti �q 0 11�1 l q TAX LOT o Ill¢ lel 12400 I o ` l qqr 4 d I OP�pA� rr DESIGNED BY: AJY �L IC,j2O — /® DRAWN BY: AJY CHECKED BY: MAZ ©W.B. WELLS 2005 e rACO-MPOSITE UTILITY PLAN o 10 20 40 PLOT DATE: CSJ JOB N0: 06-305 ," _ 20 °"I �r` SHEET 5 OF 9 f, �1..__.._....._..........n�.._�____....__�.....m.m__ ....-..�.,f.,..,�,....,,.,...�,.,,,, ..-s,,.-.<,..-,..��:,...�:.s-:�.�,.a.n:_.m,,........,..>,,.�...,.���,-.:,:..R:.�, R�.a.�.,-..:r..",.�„�-,�.,,�:».s....�...�.�r...�..°u..::.•_.;.aT.:..�a,..,«�.,:�.-.���,,.."-m "��„ ,n.ns„a.�.,M..,�:�.,,�..»,,m".•..„�.�,.,.,,".,.-.n,,.",,,.�.«,e.�.��,:,,.'.m.�.., -��.,.mss;r�aneam�-�aa�=n:mver;,.".;u +�Eaenz,�evsx*.€�maas�.. ra,.s�unarvh, .esw,.va::a.:,x.u.n:�.;�rarna�.vxuaa*ws.,sxmrar:�wn�,«,rKamr.»:ac>+sr ,xasw.ncaa..�.aw�.sfercaaaa 'v: ,tar .. ..3k'+,fP / / \ W.B. WELLS NOTESnc &AssocVEYOR& ANNE WW 42310 NEFUEMON STIR cRS 4230 NE D,ORE T STREET 1. NO CONSTRUCTION VEHICLE OR EMPLOYEE PARKING ON ADJACENT POR7LAND,OREGON97213 C1144 -297_ i TAX LOT / STREETS. ALL PARKING ON—SITE. pHONE1503)28d50961A%(W3)P84b530 B297� ``— / 2000 / e-mail address:info@wbwells.wm � - j AS-BUILT STATEMENT THESE AS—BUILT PLANS WERE COMPILED FROM SURVEY '\ IZo� /` DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT IS SUGGESTED THAT THESE PLANS BE USED IN `.\ l CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND ELEVATIONS OF IMPROVEMENTS IN QUESTIONS. THESE PLANS /1" • O� ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO e -- ----- / THE BEST OF MY NOWLEDGE, INFORMATION AND BELIEF, ,Foci --- TAX LOT / 1800 SIGNATURE �41 EXIS ARAGEDATE TAX LOT /�Q'E^�Oo J/ 1 70700 �,� / -, I / • EXIST HOUSE JJ, / G PARCEL 1 /' /' // • / / TAX LOT Q _ • 1700 O EEXIST ROCK WALL TAX LOT ® .. TAX LOT o 4903 `'� PARCEL 2 Jsoo / \ \ PSV T TAX LOT 4400 \ �-1 [~E— o % / PARCELS ! TAX LOT 11900 �_�— �i M CONSTRUCTION ENTRANCE & PARKING M A / (SEE NOTE 1) o o h /I /' ' / TAX LOT 4401 C%2 PROAL, TAX LOT �`''\INGINEF9 / 120001 >'a,aea -� � SF ry°j oREwN ~' l FAX LOT I I ,M 2y1 y�✓"r,,.%°°°� m 12100 CONSTRUCTION FENCE WTAX LOT I �9! - �,f i EXPIRES:0e/30r2010 o i / 12200 i F SIGNATURE DATE: BRENT LAWSON rax Lor '/!i (� �, � 12,300 ! 7524 SW RED CEDAR WAY TIGARD, OREGON 97223 (503)686-2115 M y� REVISIONS: \'NLET PROTECTION LEGEND TAX Lor � PROPOSED CONTOUR � �EXISTING TREE REMOVED 12400 I /dd g o 399 - EXISTING CONTOUR ry�� EXISTING TREE TO REMAIN SF SILT FENCE $ ¢�t'�7,., w �6� wnlSTL rsLOti, >��_ z CONST ENTRANCE TREE PROPOSED OP�Tr�. DESIGNED BY: AJY a INLET PROTECTION DRAWN BY: AJY & BIO BAGS A GRADING EROSION CONTROL PLAN CHECKED BY: MAZ A G , )W.B. WEDS 2005 0 10 20 40 PLOT DATE: \0' JOB NO: 06-305 11 1" = 20' 6 OF 9 W.B. WELLS &Associates,Inc. ENGINEERS-SURVEYORS-PLANNERS - 4230 NE FREMONT STREET PORTLAND,OREGON 97213 MAY BE USED SHORT TERM R w/UTILITY WORK AND w/ , PHOAE..I.ddrass:mfo X:bwellls.w1 FANGLE ENCE TOTER FABRIC RURE SOIL IS TRAPPED PHASING OF DEVELOPMENT { e-mail address:in}0@wbwells.am Q�.I�N�y ;...:• aw. I o ; { 1 �. ISI "REBAR FOR BAG REMOVAL FLOW .:•..,. ...... II III II 1 II IIII p Illi llllll ...�:.N,y.•' p,::a. —� CATCH BASIN GRATE RADIUS=25'MIN. INTERLOCKED ss ACja%-S� ••e.. ..• �n6E s5s 2"x 2"POSTS CLEAN PIT RUN OR 3"-6•CLEAN ROCK Qp�O",C`•.OE51 AND ATTACH PLAN VIEW 60.• AREA DRAIN CATCH BA51 �'• SUBGRADE REINFORCEMENTNGp• EXPANSION RESTRAINT CWTEXTILE.AS REQUIRED CATCH BASIN s•MIN. /-UNSE STITCHED LOOPS DEPTH 3'miRlmum 2"x 2"POSTS NOTES: "20'MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENT& from toe slope. 1. BURY BOTTOM OF FILTER FABRIC 6" FLOW VERTICALLY BELOW FINISHED GRADE. �— - GRAVEL CONSTRUCTION I •� 2. 2'x 2°FIR,PINE OR STEEL ENTRANCE CURB RAMP I N FENCE POSTS. M I STORM PIPE FLOW PAVEMENT 3. POSTS TO BE INSTALLED ON O .' Tai eoTTOY �� UPHILL SIDE OF SLOPE. A { • 4. COMPACT BOTH SIDES OF FILTER FABRIC i T TRENCH. — e\n 5. PANELS MUST BE PLACED �•A ti 'L ACCORDING TO SPACING ON PROFILE DETAIL 110.640 DITCH INLET PLAN VIEW 2`X2"XY4"RUBBER BLOCKS ® O •.�. ..•. NTS POI YPROPLENE L. NOTES: 6"overlap oT bags. FILTER SACK(WOVEN) 1. THF 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/Oft CLEAN ; FILTER FABRIC MATERIAL 1 EAODITIONAL MEASURES MUST BE L E-4 O OUT OF ANY MEASURLS USED TO TRAP SEDIMENT. 36"WIDE ROLLS 2. WHEN NECESSARY,WHEELS SHALL BE CI PANED PRIOR i0 ENTRANCE ONTO PUBLIC RIOR-0E-WAY. 'I CONSIDERED DEPENDING ON SOIL 3. WHEN WASHING i5 REQUIRED,IT SHALL BE CONE ON An AREA,STABILIZED WITH CRUSHED STONE TYPES. WOVEN POLYPROPLENE SACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. •� WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENItiU TO DIVERT RUNOFF THROUGH AN APPROVED 2. BIO-FILTER BAGS SHOULD BE r••� FILTERING SYSTEM. STAKED WHERE APPLICABLE USING ® w �WY•yV� 5. DIVEtl514�S .I e{ (2)1"X2'WOODEN STAKES OR wT:l F FAMILv I I I I NOTE: APPROVED EQUAL PER BAG. O 20'LONG BY 20'WIDE B`DEEP OF ip"MINUS CLEAN ROCK. FOR FURTHER INFORMATION FOR FURTHER R INFORMATION CQMMFRCIAI 6'MAXMUM SPACING ON DESIGN CRITERIA BEE FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS 50'LONG BY 20'WIDE 3-6"CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30"BIO-BAGS TO ON DESIGN CRITERIA SEE ON DESIGN CNITERIA SEE O GOVERNING AUTHORITY MAY REQUIRE GEOTEXTLE FABRIC TO ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER w FRONT VIEW PROTECT A CATCH BASIN YOU MUST SERVICES EROSION PREVENTION FABRIC INLET SACKS.SIZE OF FILTER SERVICES EROSION PREVENTION PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CIEAN WATER AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL AND SEDIMENT CONTROL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. BY MANUFACTURER. PUNNING AND DESIGN MANUAL. PLANNING AND pE51ON MANUAL INLET PROTECTION INLET PROTECTION ® � a CONSTRUCTION ENTRANCE TYPE 4 TYPE 5 �aeanNNfit;r �`'ServicesSEDIMENT FENCEsen Eces C{eanWater�`SerVLCes QeanWatel Services mLl.dn` DRAWING NO. 875 REVISED 72-Da "F=.mmummel.den' DRAWING NO. 915 REVISED 12-08 a""`�'mi1meet 1i.N... DRAWING 110. 920 REVISE]12-06 avF cammTmeve 1.dear E••1 Detail Drawing 855 REVISED 12-06 NOTES: 1 A 9oM�E.ME' wLEOGEABIE ANO E'.PERIE OMTHE PRINCPLES71IRACTICF.SIONSTKUTION,AVID MAINTENANCEOF EFOSION AND SEDIMENT so p5 WHOVFOI NS FORTHE PERMrtTEE.N R p 2 CONSTRUCTIONACTMTESMLSTAVOIDOR MINIMEE EXp.VATION ANDCREATIONOF BAREGROUNO FROM OCTODER I THROUGH MAY 11 EACNYEPR A N DORM T�ERP OD,TEMPORARYGT.e111--DFTHESITEMcsroc.R—EENDOFEACHwDRxDAY. AS-BUILT STATEMENT 1. P EGDNSTRUc SITEATa THE DURING SSONSSTRU-°O"NTu NMURT°a`EIM"A��1`�IDAA"ce UNTT�"PERRMANEN °tin LONOI OTHBoPERMARENTSE-EING O—OSED SOL IS ESTASMSHED, THESE AS-BUILT PLANS WERE COMPILED FROM SURVEY S —TNS IINNLSale MUSTHAVESEDIMENT CONTROLS INSTALLED AND MAINTAINIO LLTIMES DURING CONSTRUCTION.UNLESS OTHERWISE DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT Q PROF o APPRorvED, AGE MOUNTED MD ATT,M.xMLE,USHAPEO IS REDDIREO FGRALLGMBB,�TGA,CH BAswS. IS SUGGESTED THAT THESE PLANS BE USED IN tGQ.F• F,f 6, Sc FrcsuTAMDUNTSDFSEDF.IExTWHIGHLEAVESTHF.sNEMUSTBECL NMUPa lNUHDURSANDPLACEDw KDNTHESNEANDsr, IL=. CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND �c,3'��aGINEFy'P�Oy GRPIROPER—POSED.T�HECAUSEOFTHESEDIMMEENNTRELEASEMUSTDEFOUNDI DPREVENRDAFRp CCAUSINGARECURREN�O EMTMENi ELEVATIONS OF IMPROVEMENTS IN QUESTIONS. THESE PLANS n co6owG TOTNE Durr, 74,463 a of STATE UNOSRcauIRED,NE FRAME.. INs MCLEnN uvorssONExr SHNL E ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO e . SEEMENTNUSTNOTREINTENTIONaLYwASHEDIN"BCE MflEwT:Rn.DRMNAGE WAva.DRwAreRRDDree. THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. GREGDN �'m¢ AND PRIGRTOTLROLMFERPGSMURBEEA REMAOuVAsL oM -ol TL NNEDET,° LPI"uBYRUCIATHSUMPSMUST sGMCMOvUR+TMcoExNTRTGE.MSEDIMENT sNwExTeENry TrtIaxrvAs w�ACHEDAHBEEN HTREDUCED STYxIeNe%MAND reART xElcxr, SIGNATURE C `'/C6� X/%,'.^"'✓J ��ygrkY Ai1.Z,EE0OMP[� 10.ANY USE OF TOxIC OR OTHERH42PR000S MATERIALS MUST INCLUDE PROPER STORAGE ARINUDATION,AND DISPOSALEXPIRES:06/30/2010 W11THE PBANITEI ITAT oLS—,USED als,mNru.NATEo SMS,ca,cREre WASTE,sANNARY WASTE,uDDM DATE SI NANRE DATE; � WASTE,O OTHER TDxIc suBST.WCE50ESC0 ERED CR GENERATED OUNNGCONSTtUCTKM. Haj 2.THE APPLICATION RATE OFFFNN PERS USECTO REESTABLSH VEGETATION MUST EOLLOW MANUFACTURERS REDOMMENDATIONS. MER&.EASE FERrn.M.exssnouLn eE USE', CARE BXOULD 0 BEMDIFINAPPLIGATIGNGFFERTURENBMITH1x.N WATERWAYRIPAN %NEI BRENT LAWSON E,NANCEOFALL ULAF NEL BEOIMENTCONTROL IS MEASLwES,MACCORDNKESYNTII CURRENT[2EM WATERSERN�cES STMUARDSM STATE,ANO FEOERALREGUUTpNS. 14. P ISTURBMGACTNmES.TiEBOUNDMIESOFTHEC'.EARINGLNITS,VEGETATEDBUFFERS,ANDMYV NSRNEAGMSHOWNON THINMANSHALLDED CLEARLY DEHNEATED;NTHE FIELD.UNLESS DTHERVISEAPPRDUED.NODIETURDANOE18PERMITTFDRIYGNDTHE 7TIG STY RED CEDAR NAY W NCLEARING—DTEVETHEDBND�;osE�SILIST MANTAINI'THEDEUREN�I�;O H�RIO NF EENSUE TIGARD, OREGON 97223 (503) 686-2115 O 1S PRKKRTOAH—POISTURBINGACTNITES,THE SURE THATTMMUST BE IIA:TALLED TGNAVELCONSPRUOTION ENTRANCE,PERNETERSEDMENT M IL FIVEGETAT VESEEDMIX SMESPECIFI^_D,3EEDNI GMUSTTA%ExP NGV.TERTSEPTEABERIST:THETYPEMUPERCENTAOESOFSEEDIN REVISIONS: � THEMIX ME AS IDENTIFIED ON TIE PLATS OR A6SPECIFIEO DYTHE OEBKYI ENGINEER. ON" O R u T THESOILON SNEA ADESIONATEGLOCATKINUSINGAPPROPRWTE BMPs 5011 U' TBEDRAI-111 ILLS AN Al I I NCO SUFFMIENTLY FORMINIMLLSPIILAGETo ATERMu3TBED44CHARGEDOVERANUNDISTURB ,RTEFEPABLYVEGETATe A,MDTHR000HASEDIMEHT �NTBOI 11:EFILNT RE eAoTENw O 9.N TTH DOES601UNMURTBE�PTgB11E.NLMF R SHOWNONTIEPUNMUTeEINSTHIEDPROPERLYTOENSURETHATaEDIMENTUDENWATFa NOT ENTER A EU­SYSTEM,ROADWAY.OR OTHER PROPERn S. O A. Tx LSHOWNON THIS PLAN ARE TIE MINIMUM REONINEIS SFORANTICPATEOSITECMMTION&W GTHECONRTRUCTNN Pa3ND,THEREM EEASURESSHN'e-PBRADEDAS NEEOEBTOMANTAINCOMPLVINCEIWTHALLREGULATEINS. 1. VVRIREN ESCLOGS ME SUGGESN:DTSE MMNTAINED ONSRE AND AVNUaE TO USTRICT INSPECTORS UPONREOUEST. d 12. INMEAS SUMSCTTOWIND..NONAPPROPRaTEBMPS MUBTBE USED WHICH MAV INCLWEIHE APPLICATION DEFINE WATER SPRAYWO.PLASTIC E N.L EXPOSE SOLA NUBTI-COVERED DRNGWhET-THER PERInD, O 2 DESIGNED BY: AJY r 3 DRAWN BY: AJY CHECKED BY:MAZ ©W.H. WELLS 2005 STANDARD EROSION CONTROL NOTESF; PLOT DATE: FOR SITES LESS THAN 1 ACRE D,2-DB C3ealtWater Services Ill JOB NO: 06-305 DRAWING NO.945 _ R 11 SHEET 7 OF 9 PL CIL PL W.B.VITELIZ 300: ................. .............. ................................ ................................................... ............. ................................................................................­:300 TRACT A &Associates,Inc. 15.00, ENGINEERS-SURVEYORS-RANNERS 4230 NE FREMONT STREET PARCEL2 6.00 ROW TRACT ! NCH 12�00 PORTLAND,OREGON 97213 .................... ................................... ................................................. ................... ............... ....... 1' FLAT BE 6" ASPHALT BERM l`H0NE:(5D3)2UMFAX(&W)2W530 I'FLAT BENCH PVI STA = 1+76.33 e-mail aftess:info@wbwells.mm 2:1 . .. . .......................................................... .... PIA ELEV= 29430 kl). -3.00 MAX 2:1 P5 MAX K 10.00 .......... ............ 11. 30.00, VC 2 LIFTS, 1.5" A/C PAVEMENT CLASS'C' ................................................................... ......... .................................. ................ ........ .... 8" OF 3/4"-0" CRUSHED ROCK BASE COURSE ti < 295;.......................... ........................................... .................... ............................................. ........... (!)TYPICAL PRIVATE DRIVEWAY SECTION 12- ­.-­.. ......... :295 +E. N.T.S. ...............................:295 295 ................ .......... ................ .......... ............ ............... I. C-4 ROW TRACT'A' I PARCEL .......... ................... . .................. ---------------- .............. ................. ......... ............ -—--—-------- ----------- ...................................... .............................. ................................. ............................... ............... ............ ...... .......................... 290:............ .................... ..........._­­ ................ .... ....................... ........................ ................... ....... ... .......................... ............... . ..... ............................. 290 EXIST CO TO BE x REDUCER 290: ............. STM CROSSING' .. . ......... .. . . .............. 290 ........... ............... .......................... 54 a5' �F 4" PVC 0 0.50% IE=288.26 E- ............................. ................ ........... ... ............... E- ........................................ ....... 0 STM Cs ................................... ..................... 9l(q:FR)4 QVIR STA;1+57.50(S*)4.87'R .......................... ........ ................ .............. -RIM=79-�.�' 290.92' IE IN(N)4"=288.23' 4 PVC 0 2.00% w 66.3D Lo IE IN(NE)4-=288.23' 285 i......................................................... ............................... ....................................... .................... 285 IE OUT(S)6-=28&.-9S' 288.72' SAN CO#1 285 STA:1+47.06(STR)3.74'L 28b .................. ....... ............. ............... ....................................... Qi Qi RIM=290.47' IE=285.66' .............................. .............. .......................................... ...................... . ...... ..... ... ... 2t-19-LF 4" PVC 02�0� STM MH#1 18.82 2.82% E_ STA:1+29.33(STR)3.62'R! ........................................ EXIST CO CONEC77NO LINE TO RE ........................ ... ....... _RIM=-285-.�*? 289;70? ........... ......................... .... .................. 1E IN(SE)IO-284.09, DECOMISSIONED &REMOVED PAST NEW MH SAN MH IE IN(NE)6"=28*2-9! 283:80' STA:1+25.87(STR)3.6.7'L ....................... ......... . . .............. . ............. ................. ........ . ...................................... 1E-OUf(SW)10?1�284.0qt ... ...................................... .................................. -RIM=21e-94-' 289.98' IMPORTED GRANULAR TRENCH BACKFILL IE IN(NE)4'=28&r24_' 285.13' W/FLEXABLE PIPE BEDDING PER COT STI) DWG 180 DATUM ELEV lN(NE)4"­285.-24-' 285.13' ......... 280 280.00 IE OUT(S)8" 285.01' IMPORTED GRANULAR TRENCH BACKFILL �_W/FLEXABLE PIPE BEDDING PER COT STI) DWG 180 co Nc� v c� DATUM ELE 280 280.00 Iq cq D� c5 1+00 2+00 rs--�ACCESS STORMWATER PROFILE --- N 8 SCALE: HORZ 1-10' 1+00 2+00 VERT 1"_2' ro--\SANITARY SEWER PROFILE Lop%SCALE: HORZ 1"=10' VERT 1"=2' A?j 463 rn I,E. 0 END=288.71 23,00 LF 4" PVC 0 6,04' 6"x4" WYE EXPIRES:06/3ot2oio PT STA:1+52.23(STR 6. 41.64 SIGNk"WREDATE: x4" REDUCER 'Z 33.�LF 4" PVC STM CROSSING SAN--—SAN MIN SLOPE=2.00% -—--— -- AN BRENT LAWSON 0 66.30 LF 4* PVC o PRC STA:1+35.96(ST STM--- LF-4m-pw-STM SAN SANFT--T- 49.48' - 7524 SW RED CEDAR WAY co r� Pj o 0 STM TIGARD, OREGON 97223 STM (503) 686-2116 AC BERM CB#I (CWS STD DTL 380) REVISIONS: STA:1+57.50(STR)4.93'R SAN CO#1 (CWS STD DTL 500) Jl LF 6" PVC STA:1+47.06(STR)3.74-L 5.35 AS-BUILT STATEMENT PC STA:1+26.08(STR THESE AS—BUILT PLANS WERE COMPILED FROM SURVEY 7N-tQ_LF 4'PVC DATA AND INFORMATION PROVIDED BY THE CONTRACTOR. IT 18.82 IS SUGGESTED THAT THESE PLANS BE USED IN STM MH#1 (CWS STD DTL 010) IS EXIST AC BERM CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND E I OP=289.47' ELEVATIONS OF IMPROVEMENTS IN QUESTIONS. THESE PLANS STA;1+29.33(STR)3,,62'R k I -_-_ \ \\ SAWCUT ARE AN ACCURATE RECORD OF PUBLIC IMPROVEMENTS TO SAN MH#1 (CWS STD DTL 010) THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. STA:1+25.87(STR)3.671 DESIGNED BY: AJY SIGNATURE' DRAWN BY: AJY DATE CHECKED BY:MAZ 0 W.B. WELLS 2005 20 0 5 10 PLOT DATE: 6- 4" __---6 3-011 1—P -- _6 fSAN 0#1 STA 1,41.6(S TR) I V�L (:K)ACCESS STORMWATER PLAN (�6)SANITARY SEWER PLAN 0 5 10 20 JOB NO, 06-305 r• = 10' OSHEET 8 OF 9