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North Cedarcrest Partition 3 {yam Rw` OCT Ty 4 1 ii I _ 4COP 39 a r j/, ti o D r i Ln t Y x 3 - RTITIO V -7-,-' - f 1 fM�! O N Ln U ,-�i 0 V f [ O V] O F i m C N L O O 8 _ LnPROJECT TEAM Ln t t g t Ln OMVER ROBERT LAWRENCE jI f { S € s } m 6770 S ED TIGA , OR 97223 PHONE: (503) 975-6560 FUTURE00 CONTACT ROBERT LAWRENCE V' 1 4 NI TY MAP T l 1 � • DESIGNLLC i „ I 9 �` � ', l � � � r � � Ir- SR 8196 s HALL BLVD., 232 LAWRENCE PARTITION ' a. ' W BEAVERTON, OR 97008 + \ x PHONE. (503) -1213 a CONTACT' STEVE ROPER, PE SURVEYOR z i � SR DESIGNLLC SCALE f=2®' 6196 SW HALL BLVD., #232 BEAVERTON, OR 97008 CD159 j ; 20 10 0 20 PHONE: (503) 9-1213 15 15' + CONTACT: TOBY 0 E , PLS REAR YARD _ S89'21 TE 2,30-20' REAR Y D RE YARD � 75.00' ®® 74.90' 76.30' ' PUE PROJECTSHEET INDEX ARBORIST8 i ' + Cl SHEET TEAG ASSOCIATES, INC T. Jd 299 3145 ES E CI R I CONSTRUCTION NOTES LAKE OS G , OR 970 10' EXTG , I r C EXISTING CONDITIONS/DEMOLITION/ PHONE: ( 3) 697-1975 STORM I 25 ' i l� CONTACT: TERRY P. AGAN EASEMENT I ( 5' ' .1 EXIST VL PLA U CON TA C T 1 I I + SDE ! , 1 SIG LEGE w w I I (TV) I CITY OF TIGARD - MIKE WHITE (503) 718-2 + C GRADING PLA( NORTHWEST A GAS - SCOTTPALMER (503) 721-2449 � LLJ C5 GRADING/EROSIONSIO CONTROL ILS POR GENERAL ELECTRIC - L E KATZ ( 3) 570-4407 PARCEL 1 j 1 VEIZ - BRAND (503) 626-0523 ® C LIGHTING PLA 7,519 SF $ + CEL 2 RY8a ui CO CAST - MARGARET PORTER ( 3) 605-4W3 7, S H, Cl1 S C CREST STREET IL 15 ® I e I I �` 04 G S I I al m 1 2 74T A ST EET/S PROFILE L 0 T 11 209 SIDE I I I 1• + STREET/STORM S ILS co FRONT YARD ( ) / " BOULEVARD HEIGHTS ( ACK ( ) ( ( VISION � � C201 WATER/SANITARY SEWER PLANPROFILE (IANGLE) 1 C202WATER/SANITARY S ILS — — I i L1 STREET TREE PLAN 96= I aPUE SIN PUE IAN, , � � ! + SITE INFORMA TION Ow 74.9 zr _a i' I - - - - - - - - ®® ZONING: R-4.5 a TOTAL SITE AREA: 0.56 ACRES = 24,210 SQ. FT. 230.10 30' 9 i i PROP. 30' R/V R/V DEDICATION = 1636 S . FT. --------- ------ ---- 1 TOTAL NET AREA: 22,574 SQ. FT. r---- -------------® + W� EXTG. 25' R --" i MINIMUM LOT AREA: 7, z o W a o - 0 / 505 S . FT: m o Z W Z o ZONING MINIMUM LOT EA: 7, S . FT W'� •a W -� - -� - - MAX DENSITY 4 LOTS m w L"W=W a= `��------�---' ---1 L� MINIMUMDENSITY 3 LOTS =WooF-wo� = Z cn�zoi-oi-za -----�1 ® zzooaaaa�o J -- - - GENERAL LOCA 71ON w�Woo�z�U�Z - - -- - - i - - __ ACRE SI LOCATED O E STC av m.-WHm Z S D EST STREET ANDS 74 AVENUE W w o jE 5 ii z 1 I LEGAL L T.L. 3800 LOCATED ON THE SOUTHEAST QUARTER OF SECTION 25 TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE WILLAMETTE MERIDAN. CITY OF TIGARD, WASHINGTON COUNTY, OREGON 7407 SW CED EST STREET TAX MAP 1S1 25CA AND TAX LOT 37 z PARTITION PLAT 2008-030 8 C-) LEGEND BENCHMARK 0 cn - - EXISTING LOT/ROW UNE CL v EXISTING CENTERUNE CITY OF TIGARD BENCHMARK NO. PROJECT BNDARY UNE 239, BEING A BRASS DISK IN MONUMENT BOX MARKING THE DATE I 9/18/08 --------------- EXISTING AC UNE ONE-QUARTERSECTION CORNER CTO SECTIONS 25 AND 36, DESIGNED I JRP ® PROPOSED PARCEL UNE T1S, RIW. ELEVATION = 265.16 FEET PROPOSED RIGHT-OF-WAY ENGINEER I SCR WASHINGTON COUNTY B K- 20 CHECKED --------- PROPOSED EASEMENT UNE eRASS DISK T I ENT X (CITY P' BM 4181) I IN MONUMENT BOX AT THE INTERSECTION SW TAYLORS FERRY ROAD SHEET TITLE AND SW 65TH AVE - 16' WEST OF THE CENTER UNE OF 65TH AVE. COVER ELEVATION = 480.60 FEET SHEET NUMBER GENERAL CONDITIONS 1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THESTREET Tl r APPLICABLE SECTIONS OF WASHINTON COUNTY UNIFORM O IMPROVEMENT 31, THE PERMIT HOLDER ALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN DESIGN STANDARDS AND ALL APPLICABLE SECTIONS OF THE STANDARD WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED I. STA110NING IS BASED UPON STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. 2. ADJUST ALL HO UDS AND VALVE B TO FIN( GRADE. EGIFIGATIQNS FOR PUBLIC WORKS CONS UG110Na OF E GREG "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SA ASP OR-OSHA, CHAP. 437, r� AP OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1990 EDITION. DIV. 3 CONSTRUCTION, SUB-DIVISION P-EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE 3. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND (INCLUDING 130TH AVE). CONTACT COUNTY INSPECTOR FOR WORK ALONG CEDARCREST (503) 80-7840 CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 4. STREET LIGHTING SH BE IN ACCORDANCE WITH THE CITY OF TIGA D APPROVED LAYOUT. 32. IT IS E SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROP RIGHT-OF Y 5• UTIUTY CONDUITS E TO BE ELECTRICAL E HULE PVC EXTENDED TO 6' PAST 2m THE QTY'S STANDARD SPECIFICATION F G N OL OS "MANUAL O E UNIFORM RIGHT-OF-WAY LINES 36" OF CO TRAFFIC CON DEVICES F S E AND HI WA ,'U.S. D T. OF SPO TAT( , AND/ EAS ENTS PRI TO ST TING K. PROOF RI T- -EN Y OR P LY EXECUTED6. SA T STRAIGHT MAT LINES TO MEET STING AT PAVEMENT. FHWA, 198 E . EASEMENTS, ALL BE PROVIDED TO E CITY E CITY SHALL IN N WAY BECONSTRUED TO 3. TRAFFIC CONTROL ALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY 7. USE 3,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS PER CITY OF TIGARD CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) OR EASEMENTS. ENGINEERING STANDARDS APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN 33. BEFORE PLACEMENT OF THE I3. ACTOR TO PROVIDE C C PER CITY OF TIGARD, AND .U.T.C. . REQUIREMENTS. FINAL UFT OF ASPHALT, E PERMIT H SHALL CLEAN I� HAVE ACCESS TO EYJS11NG TRACTS OF LAND SHALL BE PROD FOR AT ALL TIMES. � N � "' G' � THE CITY P A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL N SEWER LINES. E '- N �' N Ln o ALL RE AVAILABLE AT E AREA. 10. OSI OL, DRAINAGE OL ANDD RISC OL SHALL BE PROVIDED FOR AT ' N o ° " 4. PUBLIC ROADWAY SHALL NOT E CLOSED TO TRAFFIC, AT ANY TIME, OUT HAVING PERMIT HOLDER SHALL PROVIDE E CITY NTH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ALL TIMES, D ALL BE IN PLACE PRIOR TOCOMMENCEMENT OF C S UCTION. � � � � � � ANY DEFICI CIES SW BE REPAIRED BEFORE P C ENT FINAL LIFT. o � o v- er FIRST OBTAINED WRITTEN APPROVAL FROM E QTY ENGINEER. E PERMIT HOLDER IS UNSATISFACTORY PERFORMANCE IS CAU FOR ( ATI ALL RK AT E SITE UNIT m cm ^ RESPONSIBLE FOR PROVISION F TIMELY NOTIFICATIONOF TRAFFIC FLOW DISRUPTIONS TO L � ACTOR ALL TACT WACO INSPECTOR 24 HOURS BEFORE CONSTRUCTION AT (503f# 846-78Q CORRECT( UNTIL CORRECTION OCCURS SATISFACTORY TO E COUNTY AND USA. a i o CD c AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TU TIN FIRE AND RESCUE) AND 35. PUBLIC IMPROVEMENTS ALONG WASHINGTON COUNTY RIGHT-OF-WAY ALL ABIDE BY ALL WASHINGTON COUNTY STANDARDS 11. CONSTRUCTION D MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE 3: _ co x TO 1-MET AND 11GA D D BEA T SCHOOL DISTRICT. REQUIREMENTS OF E CITY OF T!G o . VCE WARNING OF IMMINENT D. I'DLn TRAFFIC DISRUPTION SHALL BE PROVIDED TO E GENERAL, 12. NOTIFY ENGINEER, CITY INSPECT (639-4171} 2 BUSINESS DAYS BEFORE COMMENCING WORK. MOTORING PUBLIC BY PLACEMENT ADVANCE NOTIFICATION SIGN AT EACH D OF E 13, SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES TO E 00 w CONSTRUCTION AREA 72 H (MIN.) BEFORE INITIATION OFCONSTRUCTION K. 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING N INSTALLED, 0VED / REINSTALLED BY E CONTRACTOR.AL 1 EAR E SITE DESIGNATEDE P TO BE REGRADED SHALL BE STRIPPED TO DELIVERY S AND MAIL SERVICE AND IF NOT, ALL BE CAUSE F WORK STOPPAGE UNTIL ECORGANIC MATERIAL. 7. TRAFFIC CONTROL DEVICES, FLAGPS, ECT., SH BE IN PLACE PRIOR T INITIATION F ACCESS ESTABLISHED. 15. ALLEMBANKMENT REQUIRED SHALL BESTRUCTURAL FILL MEETING E REQUIREMENTS AND I CONSTRUCTION WORK ANDSHALL 6E EFFEC11VELY MAINTAINED. �- SPECIFICATIONS E CITY OF TIGA E CONTRACTOR SH RETAIN A C 11FI TESTING FIR AND PROVIDE TING AS REQUIRED BY E PROJECT ENGINEER. z .� Cr,-, 6. NO WORK WILL BEP MI DURING THE HOURS OF DARKNESS, NOR BETWEEN T L 1 . A PRE S UCTI MEETING IS REQUIRED; CONTACT ATT R (639-4171 CITY TO Ae DAY ROU FRIDAY NOR BETWEEN TO . SATURDAY,NOR BEEN 11GA FOR TIME, DATE D PLA OF e TO r SUNDAY 1. A ESTI A 12% OF E WATERS M COSTS MUST BE O DEPOSIT PRIOR TO BEGINIIIII 17. 0 T PROTIDE ALL TESTING RESULTS AS REQUIRED BY 9. MINIMUM TRAVEL LANE D ALL BE FEET, PEDES IAN AVEL S 0 CONSTRUCT( A LINES, D TO RE A CITY OF 11GA D PU LIC WORKS (TPW) STAMPED THE CITY OF TIGARD. �fj� � x BE PROVIDED FOR. APPROVAL ON CONSTRUCTION PLANS. w 10. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTIONCONSTRUCTION BE NECESSARY TOE CTIVELY CON OL A C AND TO ASSURE PUBLIC SA SITE AT ALL TT ES. 11. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. I. HYDROSTATIC AND VIDEO TESTING OF THE STORM SEWER SYSTEM BE CONDUCTED INPRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME, D 4 NOTIFY TP , WA DIVISION, HOURS PRIOR TO COMMENCING CONSTRUCTION TOS U A ACCORDANCE WITH CLEAN WATER SERVICES STANDARDS R 0 -7. ALL NECESSARY TESTS DATE FOR A PRE-CONSTRUCTION MEETING. PRE-CONSTRUCTION MEETING. TELEPHONE 639-4171 EXT. 38 ALL BE PERFORMED Y E ACTOR AND ESS BY A E TALI 12. THE PERMIT HOLDER OR HIS ACTOR SHALL NOTIFY E CITYS INSPECTOR AT 639-4171 5. ALL K ALL E IN ACCORDANCE A A STANDARDS. E CITY 11GA AND E ENGIN TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR 6. ALL WORK WILL BE INSPECTED D APPROVED BY TPW, WATER DIVISION. 2. LOCATION STING UTILITIES ARE BA O AVAILABLE INFO ATIO 7. ALL PIPE AND FITTINGS SHA BE DUCTILE IRON, CEMENT LINED, OF N MANUFACTURE AND MADE IN . IT IS E CONTRACTORS TO ANY STAG INSPECT( (SEE ATTACHED LISTING) ANDA R COMPLETING ED RESPONSIBILITY TO F1 VERIFY D D LOCATION OF STING UTILITIES PRIOR TO CONS UC ON BY THE PERMIT. THE USA. PIPE WILL BE N JOINT DUCTILE IRON, CLASS 52. D INF E ENGINEER DISCREPANCIES IN PS. -:CALL FOR LOCATES A MINIMUM OF13. A COPY OF THE PERMIT D ALL ATTACHMENTS, A COPY OF E PRO CONSTRUCTION S. 36- OF 3/4- MINUS GRA COVER FOR ALL WATER MAINS INS AND RIGHTS-OF-WAY. 48 PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM 9. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING RS PRI TO CONSTRUCTION. A S UNE LOC ATE 246-6699 T THE PERMIT S, CONDITIONS PROVISIONSAND TO THE CITY APPROVED PERMIT NUT EXTENSIONS WILL BE REQUIRED. . FINISHEDI ELEVATIONS SOF S I PAVEMENT ARE APPROXIMATE. FINAL F INISHED PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE aTyS STANDARDS AND SPECIFICATIONS 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST 6 SQUARE FEET OF BEARING SURFACE ARE REQUIRED I ELEVATIONS ALL MATCH FIN ISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT ALL BE AND TO ESE GENERAL CONDITIONS. CHANGES TO ANY E AFORESAID MUST BE APPROVEDAT EACH , CROSS, AND BEND LOCATION. SET �-120 FINISH ADEBY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 11. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJx6_ FLG TEE, 6- FLGxMJ GATE VALVE, 6' MJxNIJ HOLDING 4 PIPE BEDDING AND FILL ALL CONFORM TOC ATE SST STANDARDS.S. 14. A(NTEN OF E WORK AREA AND APPROACH ROADS IS E RESPONSIBILITY OF E PERMIT SPOOL, AND A MODERN MUELLERCENTURION FRE HYDRANT, A-442, 6- MJ, 5-1/4 MVO. 3-PORT 5ST H CONSTRUCTION ALL CONFORM TO CLE A VICES S CLEAN TANDARDS.H . THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A (2-2-1/2' NST HOCONNECTON, 1-4-1/2- NST PUMP ), 1-1/2- P TA ERA NG NUT, ALL STORMSEWER SERV( LATERALS SHALL TERMINATE 28 BEYOND THE PUBLIC UTiUTY EASEMEyjNT T CONDITION, UN SENOTED, AND SHALL BE PLUGGEDTO PREVENT DIRT DRS EN UEE FROM OBSTRUCTIONS D HAZARDS. A COPY F E PERMIT HOLDERS CERTIFICATE OF , COLOR: YELLOW APPROVEDEQUALMUELLERCENTURION A-423, WATER S PACER 6790, CLOW IN ACCORDANCE CLEAN WA SERVICES STANDARDS. E ENDS E LATERALS S BE w INSURANCE SH E AVAILABLE AT E AREA. , AND STO ADAPTOR. ARK A W 2�X4� TIC Y AND DING {NIU 36� 12. FIRE HYDRANT SHALL BE INSTALLED UP A PRE-FORMED CONCRETE BLOC WI 1-'/2 CUBIC A FIN( GRADE. 15. E SPREADING OF MUD ORD RIS OR STORAGE OF MATERIALS EQUIPMENT OF ANY KINDE MARKER BE PAIN. AND ARK AS DISC BY A REPRESENTATIVE FROM TH UPON ANY PUBLIC ROADWAY ISSTRICTLY PROHIBITED AND 11 SHALL E CAUSE F YARDS CRUSH 1-1/2--3/4� DRAIN . TARPAPER WILL BE LAID ON TOP OF E DRAIN ROCK TO CITY OF D A R (S DRAWING 2 0-ST FOR DETAILS E IMMEDIATE CANCELLATION OF E PERMIT. THE Y AT Y TIME ORD IMMEDIATE UP SEPARATE E ROCK FROM EARTH COVER. ) 7. A MINIMUM 0 (2) HORIZONTAL SEPARATION IS REQUIRED E WA ANDSANITARY AND STOPPAGEK TO ACCOMPLISH CLEAN UP. 13. ALL SANITARY LINES 110 TLA ALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL DST LINES CROSSING. ALL CONSTRUCTION ALL MET C 1 . EFFECTIVE OSI CONTROL IS REQUIRED. EROSION CON CES MUST BE INSTALLED D BE ENCASED IN A REINFORCED NCR JACKET 6 ( F A DISTANCE OF 10 T � N BOIL SIDES OF c7 6. THE SYSTEM SHALL BECONSTRUCTED I ACCORDANCE THESE PLANS AND THE �- m MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPDX(MA(ELY 90 DEGREES DESIGN AND CONSTRUCTION STANDARDS, APRIL 2003, OF THE CLEAN WATER SERVICES. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL AT LEAST 16" OF SEPARATION. 9. ALL C.S.P. SH BE AS C-14, SS 3. UNLESS Q SE SPECIE( PLANS. 17. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SH BE SE NTH A STANDARD GRASS 14. ALL MAINS A STATIC PRESSURE UP TO 100 PSI SHALL BE TESTED AT 150 PSI FOR ONE' (1) HOUR 10. E CONTRACTOR SHALL AT ALL TIMES IDE BY APPLICABLE SA RULES O.S.H.A. AND I IXC RUBS, FLOWERS, BAKUST, EXISTING SIGNS, PA ENT MARKINGS, ECT. A MAXIMUM LOSS OF 5 PSI. WATER MAINS STATIC PRESSURE GR AN 100 PSI SHALL BE PART( LAR OSE PERTAINING TO QUA SHORING AND PRO C3TON OF WORKMEN. z co SHALL BEREESTABLISHED, REINSTALLEDOR REP CED, LIKE KIND AND MATERIAL PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR ONE (1) HOUR A MAXIMUM LO OF 5 PSI. 11. ALTERNATIVE ST DRAINAGE PIPE MATERIALS UST HAVE APPROVAL Y E GIN CITY0 16, E CII DRAINAGE CON IS REQUIRED. DRAINAGE SHALL BE 0 THIN E K 15. CONTRACT SHALL T-PATCH O REPAIR ANY EXISTING A.C. PAVING OR PRIVATE DRIVES DISTURBED PRI TO USE. PIPES LESS AN 3' OF COVER BE REINFORCED CONCRETE SITE AND SHALL BE SO AT ADJAG T PRIVATE PROPERTY, PUBLIC PR TY D DUE TO P OSED WATER LINE CONS UCTIO . REPAIRS ALL BE MADE TO E SAT( ACITI N OF THE PVC G-900 (C 900 TO A IN. 12 TO SUBGRADE). E RELIEVING SYSTEM IS NOT Y IMPAC E CITY MAY AT ANY TIME DER INSPECT 12. ALL STORM R PIPE SHALL BEGA E PIPE CONFORMING TO CLEAN WA SERVICES CORRECTIVE ACTIN AND ST PAGE K TO C P CTIVE DRAINA C OL. 16. UPON SATISFACTORY COMP ON OF TESTING, E NEW MAINS AND CONNECT( S TO ST1�IG MAINS SHALL STANDARDS. 13. LA LATERALS TO BE 4 PVC I IN COLOR AT SL=2.0 UNLESS OTHERWISE O E FLANS. 19. EXCAVATOR(S) MUST COMPLY O. .S.757.541 THROUGH 757.571, EXCAVATOR(S) BE AND FLUSHED WITH POTABLE WA PRI TO DISINFECTION. FLUSHING ODDITIES SH BE AT 14. AL STAIONING IS BASED ON STORM STATIONING. NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE TH AWWA STANDARD C651-92, THE 15. USING NUCLEAR GAUGE, READINGS AT EACH SITE, THE SECOND AT RIGHT ANGLE STATE HEAL DIVISION CITY REQUIREMENTS. E CONTINUOUS M OD OF DISIIIFECTION SHALL BE S TO E DAMAGE TO UTILITIES SHALL BEC CORRECTED AT E PERMIT HOLDERS' EXPENSE. FIRST. E READINGS WILL BE AVERAGED TO OBTAIN TEST DENSITY: 20. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 16. OWNER TO PROVIDE ALL TESTING RESULTS AS REQUIRED BY THE CITY OF TIGARD LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS -50PP . THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM SODIUM HYPOCHLORITE AND ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TR EATED PERFORMANCE, CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL ORE-FO MING BACTERIA. SANITARY CONSTRUCTION NOTES 21. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING} SHALL BE TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIP("UNE IS TO HAVE A PLACED ON TRENCHES WITHIN ROAD T THE D OF C DAYS K. O , O CHLORINE LEVEL OFA ST 10 PPM. AFTER CHLORINATION, FLUSH THE WA FROM E LINE UNTIL THE 1• E SANITARY SYS SHALL BE CONSTRUCTED CE INACCORDANCE ESE PLANS D E DESIGN AND ,�o=Z A THROUGHOUT E PIPELINE IS AL CHEMICALLY D BACTERIOLOGICALLY TO E PERMAN T SOURCE CONSTRUCTION STANDARDS, APRIL 2 3, E N A SERVICES Z o= Q o SITE OOFF-SITE, SHALL B AT Y TIME IN A UNSAFE CONDITION. E PERMIT ER2a SANITARY S (EXCEPTW�N�Q W OF SUPPLY PIPE SE S TEALS) SHALL BE PVC PIPE CONFORMING TO AS m Z ~W"o IS RESPONSIBLE FOR D LIABLE FOR HAZARDS O DAMAGE RESULTING E PROSECUTION Q�W 5 Z�,a Z ECIFICATIO D3034CONFORMING <u, W �, OF E RK. 17. DISPOSE OF THE DIN CTIN WATER IN PROVED MANNER. DO NOT ALLOW DISINFECTION WA TO ( 35). GASKETS ALL BE RUBBER RING E TO E REQUIREMENTS OF =�,o o cn>L o 22. WORK PRO FOR UNDERTHE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, FLOW INTO A WATERWAY OUT ADEQUATE DILUTIONOF OTHER SATISFACTORY OF" REDUCING AS 477 ANDA 3213. PIPES IN AREAS LESS 3 OF CO SHALL BE PVC C-900. co Q Z az ¢ ozDITCHES, ECT.) AS MAY BE NECESSARY, I E CITY INSPECTORS OPINION, TOOVERCOME CHLORINE RESIDUALS TO A S LEVEL AS MANDATED BY DEQ. R DISPOSAL AND FLUSHING E 3• ALL SANITARY S SERVICE ALS ALL BE 4 E PVC PIPE CONFORMING TO SPECIFICATION ® o a ' _D 34 ( -35)= ZoDE (ORATION OR DAMAGE IGH OCC E IN CONJUNCT( NTH THE K AUTHORIZED BY DISINFEC11ON SOLUTION,, ERE WILL BE ANOTHER 24 R RETENTION PERIOD PRIOR TO THE TAKING OF ULE NO SE. SANIT Y SE VICE LAALS CONNECT 'FO THE MAIN Q �� - P' o UNE BY MEANS OF A PRECAST TE. Q ZWE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. WA SAMPLES FORBACTERIOLOGICAL TESTING. BACTERIOLOGICAL STS ALL BE TAKEN f \ a 23. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC (MPR 15, INCLUDING ANY 1S. CONTRACTOR TO INSTALL ECLIPSE N0. 66 SAMPLING STATIONMANUFACTURED BY KUP FOUNDRY, ST. 4 HYDROSTATIC AND AIR TESTING OF E SANITARY SE SYS S BECONDUCTED IN ACCORDANCE Z Z Z a E5 v -oo F-vwc� REVISION MADE TO THE PREVIOUSLY APPROVEDCONSTRUCTION PLANS AND, SO, ANY LOUIS, MO 63102. E SAMPLING STATION SHALL BE 2'-0- BURY, A 3/4� FIPT INLET, AND 3/4' CLEAN WATER SERVICES STANDARDS. ALL NECESSARY TESTS ALL BE PERFORM BY THE CONTRACTOR D `�o�"w Z= Z E BY A REPRESENTATIVE OF E CITY TIGAD AND E ENGINEER. (n` K= Z UNTHREADED HOSE NOZZLE. ALL STATIONS BE CLO IN A LOCKABLE, N - k0 LE z�N o IMPROVEMENT IGH MAY IMACT AN EXISTING PUBLIC SYS OF FACILITY, ALL BE4 o 0 a z 5. LOCATION EXISTING UTILITIES E BASED AVAILABLE INFORMATION. IT IS E CONTRACTORS K}Z W o a o PROVIDED TO E CITY BYA REG(STA CIVIL NEER ALONG AN ENGINEERS ALUMINUM-CAST HOUSING. EKED, THE STAT( ALL REQUIRE NO KEY FOR OPERATION, AND THE -=L_>_z a-0 Q_0 CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). WATER FLOW IN AN ALL-BRASS WATERWAY ALL WORKING PARTS WILL ALSO BE MADE OF IT ASS AND BE RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF USlING UTILITIES PRIOR TO CONSTRUCTION AND INF ORM 24. A SE SYSTEM AIR-TEST AND (V.H.S) TV TEST REPORT AND ONE OF LUELINE REMOVABLE ABO GROUND O DIGGING. A COPPER NT TUBE (STANDARD) WILL ABLE E E GINE OF ANY DISCR A CIES I E P NS. CALL F LOCATES A MINIMUM OF HOURS PRIOR TO SAS-BUIL ( EI OR BOTH E STORM ANDSANITARY SE SYSTEMS) MAY BE REQUIREDSTATION TO BE PUMP OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA C S UCTI . BY E CITY O R AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO E Q E TER( PIPING WILL BE BRASS, AND A 1/4- BALL VALVE SHALL B PROVIDED IN PLACE OF 6. FINISH I ATI S A S IN PA TARE APPROXIMATE FINAL FINISHED RIM 110NS SEWER SYSTEM. THE Ile PET COCK ON THE VENT PIPE. SHALL MATCH FINISHED PAVEMENT GRADES. RIS OUTSIDE OF PAVEMENT SHALL BE SET V-12" ABOVE FINISH 25. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECION REPORTS, ON A 19. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUESTS AND PAYMENT BY OTIiES GRADE WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE E PROPER OREGON 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CLEAN WATERSERVICES STANDARDS. STATE APPROVEDBACKFLOW PREVENTION DEVICE (MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY) S. SANITARY SEWER MANHOLECONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS. z 1 26. THE CITYS INSPECTORS MAY, AT EI DISCRETION, REQUIRE PROVISION OF TESTS AND INSTALLEDO E PROPERTY SIDE OF THE METER. THE BACKFLOW ALL SANITARY SE VICE s OW PRE T1 DEVICE SHAM BE INSTALLED ALS ALL INA 2 BEYOND E PUBLIC UTILITY EASEMENTUN SS � REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE AND TESTED BY OWNER, WITH RESULTS FORWARDED TO THE WATER DIVISION. BEFORE WATER SERVICE CAN OTHERWISE O , AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS OM EN PIPE IN ACCRDANCLAIMS OF MATERIAL OF CONSTRUCTION ADEQUACY/COMPLIANCE. SUCHTEST/REPORTS SHALL BE BEGIN. STANDARDS.CLEAN WATER SERVICES E LATERALS SHALL BE MARKED NTH A WOOD 2"Xe SET w PROVIDED AT THE PERMIT HOLDERS' EXPENSE. 20. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, E CONTRACTOR OR 0 SHALL VISE TPW VER11CALLY EXTENDING A MINIMUMF ABO FINISH ADE. E OD MARKER SHALL BE FAIN AND 0 27. E PERMIT H SH PROVIDE A COPY OF A P E LY E CU R SE AND A! OF THE TOTAL UCTION COST TO ICH WILL BE DED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ARK AS DIRECTED BY A REPRESENTATIVE FROM THE CITY OF TIGARD. SEE STANDARD DRAWING 170-SA. ALL a. c? DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS ADMINISTRATION, SAMPLING, ETC., AND 27a FOR ENGINEERING REVIEW, INCLUDING "AS-BUILD DRAWINGS, UPDATING SANITARY LATERALS TO GREEN IN COLOR. EVIDENCE OF DISTUBA CE RESOLUTION D OWNER SATISFACTION. MASTER MAP, INTERSECTION MAPS. ETC. THE 12 ST SHALL BE REMITTED PRIOR TO INSTALLATION. 10. MINIMUMF T (2') HORIZONTAL SEPARATION IS REQUIRED E A AND SANITARY AND STORM DATE I 9/18108 26. EXISTING MONUMENTS, PROPERTY CORNERS, D SUR MARKERS SHALL BE PROTECTED. 21.. 0 OF V TIG A p 0 LINES CROSSING. CONSTRUCTION SHALL T CWS, DEQ, D STATE WATER RESOURCES BOARD DESIGNED JIT I LACEMENT SH EAT E PERMIT HOLDERS' REQUIREMENTS FORSEPARATION.ESE. . 29. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR 11. ALL SANITARY S ENGINEER INITIAL AND FINAL TES SHALL BE THOROUGHLY CLEANED, AIR TESTED, VIDEO INSPECTED, PASS E REQUIRED I SCR LIFT OF ASPHALT HAS BEN PLACED. COMPACTION ST (A TO T-99), A DEFLECTION TEST, PER CLEAN WATERSERVICES STANDARD SPECIFICATIONS. CHECKED I 30. E PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 ALL REQUIRED TESTING SHALL BE PERFORMED BY THE CONTRACTOR. HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE 12. ALL C.S.P. SHALL BE AS C-14, CLASS 3. SHEET TITLE PROBLEMS, TAKE CORREC11VE CORRECTIVEACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY 13. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFM RULES OF O.S.W.A. AND IN PARTICULAR CONST. NOTES EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. SHEET- NUMBER ASSIGNMENT CHANGES. 14. ALL SANITARY SEWER MANHOLESAND MANHOLE UDS SHALL CONFORM AS C-478 AND CWS DRAWING STANDARDS 010-SA AND 020-SA. ALL COMPAC11ON OF NATIVE MATERIAL OVER SANITARY SEWERS LINE SHALL BE 95 COMPACTION PER T . C2 , � Ttt F P ll � �� s I TREE M ZONE TREE TTS STEPS � -1 ` � �� IT IS CRITICAL AT E FOLLO NGS S DE TAKEN TO SURE AT E S AT E TO BE RETAIN �'. T J T E APP O ® L A?1 F IS PRO 00 CE G. 4 k �. ARE PROTEC . 0 - . I �% PLEASE TACT EPR ECT ARBORIST O OWNER IF ALTERATIONS TO THE PRO a? r BEFOREC T c� LOCATION F E PROTECTION CIG ARE NECESSARY. C3 _ " { 1 � t 1. NOTIFY ALL CONTRACTORS E S PRO C11ON PROCEDURES. FOR SUCCESSFUL PROTECTION 5> ANY NECESSARY DEVIATIONOF E ROOT PROTECTION ZONE SH E AR BY E PROJECT CONSULTING ON A CONSTRUCTION SI ALL CONTRACTORS MUST O D UNDERSTAND E GOALS PROTECTION. B. SIGNAGE SHOO RE PIA AS T DE VISIBLESIDES A E PROTECTION ARBORIST O PRO C�T OWNER. ITC ONLY TAKE ONE MISTAKE AREA D SPACED Y 75 FEET. 6. PROVIDE A TO 1I S DURING E MONTHS. EE(S) THAT WILL A HAD T SYS (S) T A MISPLACED TRENCH ORO ACTION TO DESTROY E TUE A EE. BA LL NE SUPPLEMENTAL A TO E E LOSS ABILITY TO ABSORB NECESSARY MOISTURE A, H A PROTECTION TING ALL CONTRACTORS T FULLY I ALS EE PROTECTION. , DURING E M THS. B. HAVE SUB CONTRACTORS SIGN MEMORANDA'S OF UNDERSTANDING REGARDING THE GOALS OF EE PROTECTION. 1. PROTECTION GUIDELINES IN E ROOT PROTECTION ZONE 7> ANY NECE Y PAS SAGE UTILITIES G E T POIECTI ZONE ALL RE DY E SOF G MEMORANDA TO INCLUDE PENALTY FOR VIOLATING EE P OTEC11ON N. PENALTY TOE AL APPRAISED A. O TRAFFIC SH BE ALLOWED I E ROOT PRO C11 N ZONE, NO 1 HEAVY EQUIPMENT, UNDER TS Y HAND DIGGING BORING. SCALE: 1A1=20" ` -1 VALUE OF (S IN THE VIOLATED EE PROTECTIONZONE P THE RET UK FORMULA METHOD OR REPEATED FOOT TRAFFIC. AS OU NE BY E COUNCIL EE & LANDSCAPE APP AI S CURRENT ITIO E AIDE FOR PLANT B. NOS AGE OF MA IALS IN U ING SLIT NOT LIMITING TO IL, UCTION MATERIAL, OR WASTE AFTER C"T1 . N o � a ro N O N t,r) APPRAISAL PENALTY I TO BE PAID TO OWNER OF E PROPERTY. ® THE SITE. 1. CAREFULLY LANDSCAPEI E A E D0 NOT 0 TRENCHING I E T PROTECTION ZONE. 20 . 1® 0 20 Q) � a d � y 2. FENCING I. WASTE INCLUDES BUT IS NOT LII T CONCRETE WA OUT, GASOLINE, DIE PAINT, CAREFULLY PLANT NEW P IN E ROOT PROTECTION ZONE. A CUTTING E ROOTSOF E EXISTING S. o rn o v- A. ESTABLISH FENCING AROUND EACH EE O O OF EES T BERETAINED. CLEAN , THINNERS, ETC, 2. DO NOT PLAN F IR{13IGATI IN E T OTEC11 ZONE OF S11NG EES UNLESS IT IS DRIP IRRIGATION FOR m 2 ;; � B. FENCING IS T BE PUT IN PLACE BEFORE E GROUND IS CLE IN ORDER TO PROTECT THE TREES m p o 0 E SOIL AROUND THE EES FROM ANY DISTURBANCE AT G. CONSTRUCTION TRAILERS ARE NOT TO BE PARKED PLACED IN E ROOT PROTECTION ZONE A SPECIFIC TING' OR A BY E PROJECT I = Lin WITHOUT I CE PROJECT ARBORIST. 3. PROVIDE F ADEQUATE DRAINAGE OF E LOCATIONN THE RETAINED TREES. � = x x G. FENCING IS TO BE PLACED AT E OF E ROOT PROTECTION ZONE. T PROTECTION ZONES ARE TO BE D. NO VEHICLES SH BE ALLOWED TOP K IN THE T PROTECTION AR S. 4, PRUNING OF E EI--S BE COMPLETED AS E OF E LASTS S THE DSC LANDSCAPING PROCESS BEF E THE � ESTABLISHED BY E PROJECT ARBORIST BAS THE NEEDS OF E SITE AND THE TREE TO 8E PROTECTED. E. NO AC11 TY ALL BE 0 D AT LL CAUSE SOIL COMPAC1I IN E ROOT P OTECTI Z E. FINAL PLA T EES, RUBS, D CO S, UL F. ;3' > Q D. FENCING IS TOC ST OF 6-FOOT HIGHS EL CIG ON COC BLOCKS -FOOT HIGH GE FENCING 2. THE EES SHALL BE PROTECTED M Y CUTTING, SKINNING O BREAKING OF BRANCHES, LINKS O R T�', 5. PROVIDE F INSPECTION AND TREATMENT INSECT AND DI POPULATIONS AT ARE CAPABLEOF AGING E m CURED TO E GROUND 13-FOOT AL POSTS TO PREVENTIT BG MO BY CONTRACTORS, 3. Y ROOTS THAT ARE TO BE CUT 0 EXISTING EES THAT ARE TO BE RETAINED, THE PROJECT CONSULTING RETAINED AND PLANTS.SAGGING O FALLING DI ARBORIST SH BE NOTIFIEDTO EVALUATE SEE E PROP CUTTING OFR TS SHARP CUTTING 6< EES AT ARE RETAIN MAY NEED TO BE TILL ASC F BY PROJECT ARBORIST FIN INSPECTION. E. FENCING IS TO REMAIN IN EPO 11 AT IS ESTABLISHED BY E PROJECT ARBORIST D NOT TO BE 0 TOOLS. CUT TS E TO BEIMMEDIATELY CO RED IL OR MULCH TO PREVENT THEM FROM DRYING WITHOUT WRITTEN PERMISSIONE PROJECT ARBORIST UNTIL E END OF E PROJECT. . 0 4. NO ADE CHANGE SHOULD BE ALLO D IN E ROOT PROTECTION ZONE. 4. SIGNAGE _ r r i;;^ x r Far n �', 9 7 f r. 9 e- A. ALL EE PROTECTION FENCING OU HAVE SIGNAGE AS FOLLOWS S0 AT ALL CONTRACTORS UD STAND E rL r , # tF :_ = `, i n -J r ± j z� , Hi" LAWRENCE I VARTITIrQN f i' ._ - ;?_� ® � PURPOSE E FENCINTREE NVENTORY TABLE , ,G; ', , .d.-, , _ .I -<'. c� - � �. - _ , it �: -�_ 2^ 1- TREE TSE DIAM C DITION R OVE TREE r - =1 ' ? _ ._ ` icJ 232 DOUGLAS FIR 23" FAIR YES : ; - $/ya. 11 236.1 ENGLISH HAWir THORN r ''r'N{ _ TRI 14® FAIR NO = 11 ;` �'•' TR 236 DOUGLAS FIR11 �� __ ._____._ "'t'> _ ---- 22� PO YES ,V,. ;' . u � , TR 237 DOUGLAS FIR 23" P YES °�� s TR 2313 DOUGLAS FIR 26� PO YES n � t _t t f TR 305 DOUGLAS FIR 29� FAIR NO l °'}� - �" ' w.§ � h P' riLaS ;. to s hr 1W FAIR YES _ �, Yg� 6 ERS' ; �,. nr: 3 1 s yam. _ wa i a FAIR YES _Y . :_ .� s n- a> a rt v �.. .� :F � �s TR 307 ER 20 ®®® ®® ®® `�® ', .- ®® `, w V z�- `i r'''� @:P:, ® #Y t�r ,. s� fix;�"" -F r. ," TR 3 BI AF MAPLE 19� FAIR NO - - .20 ; ° rF ' 5 TRf 9 S CHERRY 15� FAIR NO _ :U`' 9°21'07"E z :.,f ) i .',:-, TR 599 W RED CEDAR 113® GO NO I ,� -"'11 _`` 11 GO NO y 41; y l- ;, �` I -, n 1. 11 0 =t TR 600 D S FIR i 6 °' f• , , r ,'" ! 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I _ r, 230. - - t - - l.')'-1 y r , mss --_Sa. : ._.-_ „�,'�,,;:�r� j:r'` "i �2 Rm'•i)e_ ��V-,:--- --_.___._ -'-----.-... .-_--_...__... ._. __ '4 P _.,... _•__,: - .,. .___'-__'^- _--' - ,-''Jr�i,. j, / _ f _ . , , 4 4.>-..A- - ,.. - - - - __- -= , .... I 2651 - - - _ > Wit. i i 2 E E�- y r -'- - lW v. _ - -- -- - - _ _- __----- a I Co) a .. s i z_ -11 I l SW >..,ca:i('1?,:,>� -.,.,,..-c.:m "'_, " ry i n,a,'u "fi, c�.,n __r ;•i,25MPH SIGN ' r•4.f f. • \ i' (WAll : , '.c,e 'x• .-_ j..,:sravn.'-.w �v:_.,moi-':.,rvc,.a.unc,...,,. :�vs.1'> ars. :...�,,,_ n..y.. '.c:u ,`<::a '4. :. S :a...: a ,. _x:....,...r� _ _ f M _ ' _ _ _ - - i CULVERT t?: _ _ 12 -�= -- 12 ;CUL T ' - w I _l 569°23 E 1' - 62<1 OW =Z 11 -% p IE= 9.6 ® IE 264 4 _ �- __-- z O= ¢ & 26 - ----_ - _ __ w IE 2 ,_ , 1'® L T 1 CUL T -. --� _._ ._ __ . _ _ ^s _>� ,.u>c,,,m:.,'+_ g„�;,,...m.,.,.�.. a '. , t <. 'n_, - .. , ,, .--f"- - -- - ---- ----- .. -'I- -- -- _-._- .._. -.----. ¢ W Z Z ', y, ,. ,. 6^.,.� 5. - ., s.r�.>.,..c,,... 't...,.�.m.>:. ,. .. = - -_._._._.-...- i - w to -. lE 264 6 E . , �.. :,,. ;, w - ;. , n .k i . k - - - - . @ J ,a t -��,.. - _ . . - ,. - _ _ '_ _ ....._.__ - n _..__._. .,. �. , .,a,...a,-yea-._ �_ m t .a ., r .... '..., .. x_ .w+:c2- .., -Per=*r-tc:r.. rrtcl` 3, _ ,-.-mr:M isa - ->. c_ .. "5:,.': r-:+.'rz yy A'x-.r,onvv> �..uw,,,G .�a W Y aniv"J .... F,r �- arcn�.aw- r-'w,.�y., +Y'�^ ..ur "'�_..... r'�" a _ _ .. - . . ,. ,: _ '� - ---_-_.»iva^r�,�+,.; :_.... .u,c,:.aa-.:-. tn'. .�..�>' _ unv i O . . ..,. �. _ ,_. ,. _ _ -r- ,. ".+`row`..:._..._... -.�' ..-- t+:•"': ty".)1' t.�So -. ,�,..,�. _•^,_� . :,4.r.�er.0..,.>,�.,,,.+,. .,.,., r _, : r --4;a. "'te` O s . s - r O t- ,�y.: Fes. ":i" "L: d + .,..;�``"5"�`__", " -�: tf•--.. a" ate,."s' �_ ..fY '._ -.r' i•. ZOO S O _..� COCR SID ALK PAR !NG SIGN ' TC �' _ �- 11. __. ::;,- ; _ _ t, '^.'vye...,>,:-m Se.,,>.o�.oz---,R,.�.e,;.r..�,.�..:,.ivs',a-„ `.�-.;<`-..-� - --- -�-a_' _---,. - - - c3 t �4 - - t-�`L r ® w r_ .... ASL 4 „, , i �' I'll �;;_ -- - - -' - �?, _._.. __ urs 15-v ' DRIVEWAY _ ____ ..__ .-___--__._ -. - __ _ .s _: _.._ O 5€J'y3' NCRETE �� - _ - ,.- _ .--.�..,--- r>r .>...- -- __ _-. _._ __., __ __ ss'>�-`�.., 1.,.,- ...-.� - - ( t F .< ; 10 CUL T t D oo I 11 AVI�L 0.E`.:=` {E=262.4° - Y -._ �� , , _ W Q Z r i lT CUL T DRIVE A ± x ° �1r 2 II1.®263.2° T.�. 38` 0 _' > - I ' w13QoZ E DITCH INLET _ i �.. � _ _ - V E :. r m r, .- O� ,� LVET J t coC-9mul=Z�0 1.66 C 1 a.wx w _.� t,._ =,5_ w O o FL GRATE EL 26 IE-262.9 ® RIM ®265<15° K F i .{ :. raf� IE OUT (W� 259.9 f � ( _ IE IN (E� 257.4 - L E GE N ru :- IE OUT (E 257.0° s` S.11 _ - „v.. -- -: -- ;, - ,. - - C) N 0 C) 0 0 d 1-1:- ----- ---,1--l-,", -1-- STING CONTOUR (5 - %- ° INTERVAL) - EXISTING SI ,, Z __ ____-- __-__ _-_ _-- - EXISTING CONTOUR (1' INTERVAL] - EXISTING WATER METER ----- - PROJECT OU DAY 0 i - EXISTING GAS VALVE _-_---_ _ -.___.__--- - -------- - EXISTING LOT LINE _ _ - _ -- _ _ __ _ _ __ __ _ _ _ __ - EXISTING OF PAVEMENT , . - STINGSANITARY HOLE 0 __---------_-.--,--,-I-_ -1------------------ - EXISTING OVERHEAD LINE - STING ST MANHOLE A p jij®8 -_,-.._.._ ->_, ..., __ _--", ' - -_�...: - EXISTING BUILDING LINE ._ DESIGNED p JRP - EE PROTECTION CE N - STING EE TO BE EMO ENGINEER p SCR - SILT NCE ��,' CHECKED p s.',. .., .... .T __. n _,w _ r,_> - EXISTING STORM LINE �{��°' a SHEET TITLE _ t% - EXISTING TREE TO AIN "� ___ - - ._ _^ - - SUNG SANITARY LINE 3� " "It-11-41:J r_, mY _. ,_ .,_ - - _---- - EXISTING WATER LINE SHEET NUMBER ------------------.,--- _. _--._------__- - EXISTING GAS LINE - NG DIRECTION F OW a i fi N 00M M v Lo E N 4 O` u 0 ) C m- m th c Cq. R 0 00 Ln Lo N L SIGNING NO MAY USE 6" SIGN o ;x ON STOPPED LEG IF COLLECTOR `ho � 1) C TRACTOR LY D INSTALL ALL SIGNS® D IS RESPONSIBLE F STAKING SI LOCATIONS TYPICAL S 1.0EET NAME c 0 OBTAINING UTILITY LOCATES F STAKED SIGN LOCATIONS. SIGNS SMALL DE LOCA P TYPICAL OR LOCAL. INSTALLATION FOR � m SIGN LOCATION AS SHO PLANS. T INST LL TION FOR E ARTERIAL INTERSECTIONS. I T NAME 29NS, LOCAL & COLLECIDRSA / 2) SIGNING ALL CONFORM TO THE UAL UNIFORMTRAFFIC CONTROL DEVICES D THE C TYS INCTI S. 6"� /\ PERMANENT SIGNING LEGEND. Soo SIGN 2 9» OR 3 STREET ESI S (VERIFY STREET ES REF NG AND IN (GN SIGN E� OF SIGSTRE�E ray { STALLING) E 0� S r ��oF S�SONE NOT 1O S5CEOf p0 ' N A) F LOCAL C S INTERSECTIONS: SIX (6) INCH 0.060 INCH T DE ALU INUM COG 4 INTO gAs UNC yAl L . IN TO �QUN BLANKS, MOUNTED TOP OF POST WITH SPECIAL BRACKETS. SIN- 9, SIN ITO IF NO SIGN ALK 9�, MIN- IE 9 5 51 E ,l - LETTERING: FOUR (4) INCH UPPER CASE SERIES C NAGE E�G�,,srJG N� � � � PRE-FIXES AND SUFFIXES' THREE (3) INCH UPPERCASE SERIES C 4 ;: 0� SUPERSCRIPT FOR NUMERICAL STREET NAMES!' TWO (2) INCH UPPERCASE IES C LAYOUT PER OTYPICAL STREET NAME SIGN LAYOUT- TWO (2) SID® -c%-fit - -tk CO. Ct- _ ° B) F ARTERIAL STREET INTERSECTIONS-. NINE (9) INCH 0.0 INCH T BLADE ALUMINUM BLANKS, i Y J KI,; MOUNTED DIRECTLY TO POST I FORSTREET ESD FACING E AL C 1 , , n, ., h"r APPROACH. FOR SIGN FACING COLLECTOR OR LOCAL STREET APPROACH USE 3)A) ABOVE SEE DIAGRAM*. I itr i I JHr: L �i LETTERING: 111, SIX (6) I UPPERCASE SERIES C L sm SIGNO IAJ E f t, � f ;itiCt '` PRE-FIXES AND SUFFIXES: FOUR (4) INCH UPPERCASE SERIES CSUPPERMANENT SIGNING LEGEND LAYOUT PERSCRIPTF ICAL SOR TREEAL STREET NAMES.T NAME SIGN LAYOUT-TREE (E) 11N INCH SERIES C „ SIN• ( ) (2) S PER STREETNAME. N INSTALL N SIGN 6 -� Fm's, C) FOR SIGNALIZED INTERSECTIONS' (12) INCH 0.125 MM FLAT BLADE ALUMINUM BLANIM MOUNTEDN OF CURS �� Copp so�� TO MAST STRAIN P F RE AL SYS & M INSTAL N S! (N) N (M) SUPPORT Olj� FAGSco 0 LETTERING: T (6) INCH UPPER CASE SERIES C PRE-FIXES AND SUFFIXES. FIVE (5) INCH UPPERCASE SES C REMOVE EXISTING SIGN (N) SUPERSCRIPT FOR NUMERICAL STREET NAMES: F (4) INCH UPPERCASE SERIES C SIGN TREE - + C) LAYOUT PER "TYPICAL STREET NAME SIGN LAYOUT- ONE (1) SIDED R M REMOVE E STING (N) AND ( ) PPOT S� 1 s� ® z MATERIAL FOR ALL STREET NAME SIGNS PER "SI INGA N MAJOR ST. s � DTH OF SIGN PER BELOW TABLES FOR SIX (6) 'a7 REINSTALL (N) ON NEW (M) PPT D NINE (9) INCH BLANKS. AVE < _j ® ~ SUFFIXES ABBREVIATIONS : "COMMON ABBREVIATIONS" MAINTAIN AND PROTECT EXISTING S! (N) AND SUPPORT SIGN TREE SIGN TREE l �' < LLI 8 CD 6 1N SIDED) !N DLA�KS (®NE SIDED) N REINSTALLEXISTING EXISTING SUPPORT CROSS INTERSECTION TEE INTEF,SECTON Y T 1- NINCLUD. PREFIXES (NOT INCLUD. PREFIXES BLANK DTH Lu NTS OT N = SIGN NUMBER SIGNS SHOWN WTH BROKEN BORDERS A TYPICAL SIG Ll (Y� 8 D SUFFIXES) D SUFFIXES) M = MATERIALS, OPTIONS ARE: EXISTING. NTS PREDRILL ON f CENTERS co UP TO 6 24 INCH UP TO 6 3S INCH S = STEEL TELE ARS F I G T ST 7 TO 9 30 !N 7 TO 9 I 10 TO 11 36 INCH 10 m 11 55 INCH PREDRILL ENDS AND RIVET 12 TO 13 42 INCH 12 TO 13 61 INCH DOTH SIGNS TOGETHER SIR WAL UT ST OVER 13 48 INCH 14 TO 15 66 INCH FOR AST M T NAME SIGN ACING USE OT'S STANDARDS SIGNING MATERIALS � I 5/16" GALV. OR �� STOP & YIELD SIGNS REFLECTIVE SHEETING. TYPE III ALUMINUM ALLOY WASHER ONMUM= SCHOOL ADVANCE AND CROSSING SIGNS YELLOW/GREEN REFLECTIVE SHEETING TYPE 9 NTS FACE SIGN h AVE = AVENUE LN _ LANE RD = ROAD STREET NAME SIGNS LETTERS - SHEETING. TYPE III ' BLVD= BOULEVARD = LOOP ST = STREET (POST & OVERHEAD MOUNTED) BACKGROUND - REFLECTIVE SHEETING. TYPE III s CI = CI P = PARKWAY = RACE ALL OTHER SIGNS (POST MOUNTED) REFLECTIVE SHEETING. TYPE Ill ® 3/8" X 7/i 6" DRIVE RIVET CT = COURT PL = PLACE WAY = WAY OVERHEAD SIGNING REFLECTIVE SHEETING. TYPE III ,,D = DRIVE (EXCEPT STREET NAME SIGNS) ANCHOR SLEEVE X X 2F, 18" DEEP Y{1 4j TYPI L SIGN SIZES ANCHOR 21/ X 21/", 36" DEEP 0 SIGN POST 2" X 2", 12" DEEP I=' A MINIMUM OF 2 X 2 INCH X 10 F GALVANIZED "UN P 12 GAUGE STOP SIGNS - 30"x30" W=z PERFORATED STS OR APPROVED EQUIVALENT SHALL BE USED. SPEED SIGNS - 24"x30" ON LOCAL STREETS (THE WORD LIMIT SH NOT BE USED W N �m�WvwiwQ¢ SPEEDSIGNS 30"x36° ON COLLECTOR AND ARTERIAL ROADS. ® ¢W L.F__:LEI, n A 2 X 2 INCH 12 FOOT (MIN.) 12 GAUGE V IZ "UNI P O OR 12 GE NO PARKING SIGNS - R7-2A IS STANDARD, WITH A R7-201 12"x6" "TOW AWAY ZONE" / / ® / _ `z X o Z PERFORATED O P EQUIVALENTS BE USED WHEN A COMBINATION OF " / / / / <--O- z ¢ \\\ ® \\� ® � Qzozo 12 x18' ON LOCAL ROADS, 18"x24' ON COLLECTORS AND ABOVE, WHEN \\\/ \ m<� Z CD SIGNS IS RE 36 INCHES I HEIGHT. SIGN COMBINATION D MINIMUM SIGN MOUNTING / / �` POST ¢��o N J o-U HEIGHT S DETERMINE ST LENGTH. ARROWS ARE USED, SIGNS AT BOTH ENDS OF THE ZONE SHALL HAVE SINGLE ARROWS ✓jj \ //. SLEEVE Q 0 0 oo W¢ z<w IV), POINTING IN THE APPROPRIATE DIRECTION WITH DOUBLE ARROWS IN BETWEEN. "XI ¢- o o�F-v //�SIGN POSTS AND ANCHORSBE INSTALLED PER OTYPICALSIGN INSTALLATION' / ANCHOR 3/8" X 7/16" 0 wo�wzo z z o¢H Z O 0 E OF P BE USED UNLESS PRIOR APPROVAL OF THE COU F SPECIFC S/ DETAILS ( AS 7E "STREET STUB SI O) CONTACT THE COUNTY DRIVE RIVET < ZZ zo zC ENGIN NC C70N A7 -79 , ,a � GIN IS OBTAINED. oi=Z5 o Z��` a?m�w0 0 ALL NO PARKING SIGNS TO BE PLACED AT 45° TO ROADWAY TYPICAL Sl / TA L NTS C5 z Qcq CL Q a- v DATE 1 9118/08 DESIGNED I JRP ENGINEER I SCR CHECKED I SHEET TITLE SIGNAGE DETAIL SHEET NUMBER CITY T1GARD COMPACTION1 TS - � . AL LOT FALL MINIMUM PERCENT COMPACTION REQUIRED ' h 909 TEST METHOD REUIRED TO DETERMINE T-180 -4 4,�,' FREQUENCY OF DENSITY TE G IN LOTS 's6� L! 3 FOR rt�j� •? ILL EACH 2 FEET OF FILL a 2 ; _ i 9 A EQT6N® AN ENS - y v r @@ # i 31 MINIMUM PERCENT COMPACTION REQUIREDI _ - --- -- -- - _ 90% – BELOW 3 OF SUBGRADE SCALE 95% – WITHIN OF SU E I K,a arc, 3 ^ -TEST M OD IRED TO DETERMINE MAXIMUM DENSITY T-99 R T-160 Y rn o FREQUENCY OF S N OF EMBANKMENT a' = °'L13 FOR v EACH 2 FEETOF KM �F �' �i r i' i m Ln o er Nr t cm � �' F, r' Tit ____ t #; ' `' ! /"•,, _ u.Lo..i ,i `.^ MINIMUM PERCENT COMPACTION RE �k kir 01 > PERCENT COMPACTION REQUIREDTO T D <, s SU E 1 FOOT 00 a� �,n °, TESTM D REUIR TO DMINE I UM DS s `t .R ° HTO T-99 _ »K.na..,..,.., S„,, Atz, t, •'� ^.P�.,c^..w,. FREQUENCY OF DENSITY � �� ,,,,,�r.,�..�.�xi 4 ��..��,«. -- -n _ �`�. �� ,: §,�`�t ? TESTING OF SUBGRADELEGENUO - = r_ , ., r x NEED 44: , , jco A ®A I � w - ;�; `" 270 , PROPOS CONTOUR {5 INTERVAL) MINIMUM PERCENT COMPACTION REQUIRED I; `�i'° i 4 - I04 :>r;`95% ,F rr TEST 262 PROPOSED IN s, IM ODS REQUIRED TO DETERMINE MAXIMUM DENSITY OSHO TM 106 OR T-99 P. EU GY OF DENS TE NG OFA REG 10' EXTG ATE BASE NEEDED Ix g , i •'.`� {' I JUST M - PROPOS SEDIMENT FENCINGEASEMENT GM 77 ] � LLj PROTECTIONMINIMUM PERCENT COMPACTION REQUIRED I ' ! PROPOS TREE PROTECT( FENCINGCING92� _ TEST t x �41 270M ODS REQUIRED TO DETERMINE MAXIMUM S OS 6 STING CONTOUR (5� INTERVAL) �EQUENCY OFD TESTING OF AGGREGATEBASE 5 MINIMUM Ii t- 4,4�v\;`,1 (STING CONTOUR { INTERVAL) ),_n AVERAGE DENSITY LL TIME INSPECTION OR SPOT CHECKING OF COMPAO SPOT yr` � PARCEL ` ' F L PROJECT BOUNDARY 77LI -TRENCH A�ICEILLm ENEA E T SB L I �,., f =') 4 g _ __ - STING LOT LINE I MINIMUM PERCENT COMPACTION REQUIRED90 EXISTING EDGE OF PAVEMENT MINIMUM PERCENT COMPACTION REQUIRED FOR PIPE ZONE 0 c MINIMUM PERCENT COMPACTION REQUIRED ABOVE PIPE ZONE 95 _ eSt ,^ I ,< ` 1 TEST ODS REQUIRED TO !NE MAXIMUM DENSITY T- 9 ._ - — ®®®®®®_ T LINE DIFFERENT REQUIREMENTS FOR PVG - - I ° NO ��°n" �' 6® I --STRAW r – PROPOSED INLET SEDIMENT PROTECTION z 0 IN LANDSCAPEAREA85% s I PUE I PROTECTION I BIOBA INLET - ----�-= WADDLES r Lz I ®®® ,® ®— � t' --r rg- – PROPOSED BIOBAG EROSION CONTROLLi w a. Lu 9 ` 0 < – _Dt AY-____ DRIVE STING EE TD BER REMOVED Z�S - - _ DRI Y --- _. p�, --- A v.� - AN l � DIRECTION OF FLOWLu . i - - a. NW __ryJUTE MATTING ..- , �S i r 1 T Y OF TIGARD GRADINGTES 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE GENERAL GRADING NOTES CONSTRUCTION-DEVEIOPMIENT PLAN SET, 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. E CITY MAY ORDER STOPPAGE OF WORK TO EFFECT I. CONTRACTOR SHALL REMOVE ALL TRES (MARKED), RUBS, RUBBISH, AND MAN-MADE STRUCTURES INCLUDING, BUT CORRECTIVE ACTION, AT ANY TIME. NOT LIMITED TO, CONCRETE SLABS, SPIGOWALLS, VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR OTHER FREE-STANDING BUILDINGS CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC., BUILDING F 11ONS 3. EFFECTIVE EROS( CONTROL, DUST CONTROL., AND DRAINAGE CONTROL IS REQUIRED #;,T ALL TIMES. THE CITY MAY ORD S ,�, _ Q FENCES, RAILINGS MACHINERY, ETC. O THE ENTIRE SITE. THE ITEMS LISTED fl BE DISPOSED OFF-SITE. STOPPAGE K TO CT CORRECTIVE ACTION AT ANY TIME T m��, a u =o ��W"��QQ IT SH E E CONTRACTORS RESPONSIBILITY TO VISIT E SITE CONFIRM E NUM OF ITEMS T BEREMOVED. Q m w g u, z 4. BAKM OF STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION STANDARD FILL-S TO BE CONSTRUCTED ON BUILDABLE PA _ c jE W 0 U) Z ALL BURT STRUCTURES (I•E° CH LINES, DRAIN TILE, AND PIPES) NOT DESIGNATED TO REMAIN ON E SITE, ALL LO ALL BECONSTRUCTED OM EXCAVATED MATERIALS ACCEPTABLE TO E SOILS GIN AND SHALL BE BROUGHT o'z a z~-~o Q z¢m¢o� BE REMOVED AND THE RESULTING EXCAVATIONS S BE PROPERLY BACKFILLEDAND COMPACTED PRIOR TO ANY GRADING TO GRADE IN LIFTS NOT T EXCEED 6" LOOSE MEASURE. EACH LIFT SHALL BE COMP�hGTE TO 90 PERCENT F MUM Z p�¢~M v TOP F � Qf=JO(gJpZV 0 FILLING OPERATIONS. THIS IS TO INCLUDES MPS AND 0 SOF EES TO BE REMO 0 E SITE. DENSITY AS OBTAIN BY AASHTO T-160 COMPACT( TEST. SLOPE co o Q o -<Q o / T 2 FT (610 mm} MINIMUM -Zz0 �Q0 ,, 3• ALL UNSUITABLE MATERIAL (SOIL VEGETATION) E O DURING E RING UBBI G OPERATIONS BE 5• S C RAL Fi COMPLY APPENDIX AP 33 OF THE UNIFORM BUILIIING CODE. CONSTRUCTION ON EXISTING O–z Z w W Z AND 1 FT (304 m } AXI W o p o"Z�w REMOVEDBY THE CONTRACTOR AND DISPOSED F OFF–SITE IN A SUITABLE LOCATION APPROVED BY THE ENGINEER. SLOPES EA AN 5.1 ALL BE ACHIEVEDBY BENCHING INTO THE STING BANK A MINIMUM OF TEN FEET. IF E W Q<W W L M Z BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED° THE UNDERDRAIN, II° REQUIRED, ALL BE CONSTRUCTED BY `n a m F z w oOf CUT O FILL W W o 0 CL 4 UTILITIES RELOCATION REQ. - OREGON LAW REQUIRES FOLLONG THE RULES AD BY E EGON UTILITY NOTIFICATION INSTALLING NONWOVENFILTER FABRIC, EQUIVALENT TO XON GTF 12500, G E I! OTTflM OF =w o}Z W o Q o PA* s—a?mwcro co CENTER. SAID RULES ARE SET FOR IN ORS 757.541 757.541. COPIES E RULES MAY BE PLACING A SIX INCH LA F 1 i/2�-3f4� DRAIN ROCK, AND FINALLY COVERING THE ®RAIN ROCK THE STARTING BENCH, E SLOPE OBTAIN FROM THE CEN BY CALLING (503) 232-6699. IF Y HAVE QUEST( S AB T E RULES, CONTACT THE FABRIC. SUCCESSIVE BENCHES WILL BE CON UC TICAL FILL THE NONWOVEN FILTERTOE F NOTE. DAMAGE TO UTILITIES BE CORRECTED AT E PERMIT HOLDERS EXPENSE. SNOT 7 6 INCHES. EACH 8–INCH LA SH BECOMPACTEDEN O TO FI T D BE COMPACTED IN SLOPE TO A MINIMUM OF 90 PERCENT AASHTO T-180 NATURAL O 5. ALL EXCESS MATERIAL (SUITABLE UNSUITABLE) NOT UTILIZED ON-SITE BE REMOVED BY THE CONTRACTOR AT DENSITY, E FILL SLOPES ALL NOT ED 2.1 AT FINISH ADE. NOR OR SIM! MATERIAL EXCEEDING A 12-INCH H FINISHGRADE E C ACTORS EXPENSE. DIA SHALL BE ALLO IN THE S UC FILL, 6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES, 6. STRUCTURAL Fl SHALL COMPLY NTH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING A MINIMUM OF TEN FEET: IF THE SLOPES GREATERA 5.1 ALL BE ACHIEVEDBY BENCHING INTO THE EXISTING BANK, ® 9 � ` 7. STING SAND O LANDSCAPING DE E PROJECT LIMITS DBS RBED OVED DURING C S UCTI ALL BEN POSES SANDS LAN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF' REQUIRED, LL BE CONSTRUCTED BY w BE REPAIRED OR REPLACED IN-KIND, CONTRACTOR SHALL COORDINATE INDIVIDUAL PROPERTY OWNERS. INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE EIOTT0 OF THE STARTING BENCH, /2 BUT FT. 610 m MI I I� �- L PLACING A SIX INCH LAVER 1 1/2--3/4- DRAIN ROCK, AND FINALLY COVERING E DRAIN WITH THE NONWOVENDFILTERL A 20 FT (6096 mm))MAXIMUM u 6. O ER GIE SHALL PROVIDE STING F ALL FILL PLA IN CESS F 1 FOOT IND FABRIC. CCE BENCHES WILL BE CONSUC VERTICAL CL 0 w FILL B tl� TO FI T AND COMPACTED IN FINISH GRADE 0 9° –SITE LLS SHALL BE ABANDONED AT E EXPENSE E CONTRACTOR IN ACCORDANCE E STA LAYERS NOT TO C 6 INCHES. EACH B–IN LAYER SH BE COMPACTEDTO A MINIMUM OF 90 PERCENT SHT T-180 ATE RESOURCES DEPARTMENT REQUIREMENTS. DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2.1 AT FINISH GRADE, NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12–INCH *PERMIT AREAAY I 10. NO TOP-SOIL/STRIPPING MATERIAL SHALL BE PLACEDN E LOT S DIAMETER SHALL BE ALLOWED IN DATE 9118108 STRUCTURAL FILL AREAS. 7. E GEOTECHNICAL ENGINEER FORSTRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF T2IGRADINGREQUIREMENT �DESIGNED ' �/ 11° A LIT! PERMIT IS REQUIRED TO E SEC CITY BUI TNG DEPARTMENT PRIOR TO E OVAL F STARLING BEN K TO E RMINE THE NEED F A UNDERDRAIN LAYER AND TO IFY EXISTING CONDITIONSNTS ENGIN SCS ANY !STING STRUCTURES. 6. IF SPRINGS O N ''WATER ARE ASE FI 1 -I-1 O 1 7 O ENCOUNTEREDDURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS CHECKED I D CIVIL ENGINEERS OF THE CONDITIONS F N AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE SHEET TITLE TIE TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. GRADING 9° THE CONTRACTOR SHALT. HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS, A MINIMUM OF THREE TESTS WILL BE REQUIRED SHEET NUMBER FOR 2 FEET OF FILL 1 . EXCAVATOR MUST COMPLY WITH ORS 757°541 THROUGH 757.571 (UTILITY PER-NOTIFICATION, ETC.). EROSION T 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLA11ON AND MAINTENANCE Of ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE } LOCAL, STATE, AND FEDERALREGULATIONS. t� i ( r 2. THE IMPLEMENTATION F THESE ESC PLANS AND CONSTRUCTION, AI TE CE, FCR FURTHER INFORMATION I REPLACEMENT, AND UPGRADING OF THESEESC FACILITIES IS THE RESPONSIBILITY OF THE \ \ ori DESIGN cFITEPIA SEE ; CHAPTER EP = of CLEAN 'METER CON ti ACT UNTIL CONSTRUCTION UCTI IS P AND APPROVED BY E LOCAL � SERVICES EPcs,a;v PREVEN T icr. ANGLE FILTER FABRIC r JURISDICTION, ANO VEGETATION/LANDSCAPING IS ESTABLISHED. E DEVELOPSH BE \ AND SEDIMENT COINTPOL ( FENCE TO ASSURE SOIL IS TRAPPED f PLANNING AND DESIGN MANUAL. � RESPONSIBLE FOR MAINTENANCEA THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOW. / 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THISP N SHALL BE CLEARLY � F � MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO \, 19DISTURBANCE BEYOND E CLEARING LIMITS ALL BE PERMITTED. THE KINGS SH BE MAINTAINED BY E APPLICANT/CONTRACTOR F THE DURATIONOFCONSTRUCTION. , 4. E ESC FACILITIES SHO ISP UST BE CONSTRUCTED INC JUNCTION WITH o_ALL CLEARING AND GRADING ACTIVITIES, D IN SUCH A MANNER AS TO INSURE THAT INTERLOCKED N ^� � SEDIMENT D SEDIMENT DEN WATER DOES NOT TER E DRAINAGESYSTEM, 2'x 2" POSTS I � c � �ROADWAYS, OR 0 PLICA A STANDARDS. AND ATTACH Cv M ; Nr �av ., � \- LO NTS5. THE ESC FACILITIES SHOWN ON THISP N ARE MINIMUM REQUIREMENTS FOR ANTICIPATED L_SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED Ln fu 0 Ln AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND USESTITCHED LOOPS , cufu SEDIMENT LADEN WATER NOT E S! o3: minimum Z-- OVER 2"x 2" POSTS NOTES: - from toe slope, m �' 6. E ESC FACILITIES H E INSPECTEDLY BY E APPLICANT/CONTRACTORAND *'� 1. BURY BOTTOM OF FILTER FABRIC 6"I VERTICALLY BELOW FINISHED GRADE. MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED NCTI ING. 2. 2"x 2" FIR, PINE OR STEEL 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THEN 1/3 THE I N I FENCE P05TS Go BARRIER HEIGHT.HEI T. CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO ' 3. POSTS TO BE INSTALLED ON I It\ ® UPHILL SIDE OF SLOPE. 0 PAVING. E CLEANING OPERATIONS SHALL NOT FLU SEDIMENT-LADEN WATER INTO THE ® I DOWNSTREAM SYSTEM. -'� ,`�'•. ,`�. Nx 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. d 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTIONPLAN VIEW \ `_ 5. v9 AND NTN F E DURATION E PROJECT. ADDITIONALMEASURES MAY BE PANELS MUST BE PLACED PITS ACCORDING TO SPACING ON\ ��s REQUIREDT INSURE AT PA AREAS ARE T ANF THE DURATIONOF THE DETAIL NO.940 Lu PROJECT. ``�'h NTS ! 5 0-x s' OVERLAP ICAL `�` ' . STORMDRAIN INLETS, BASINS, AND AREA DRAINS 0 TYPBE PROTECTED UNTIL PAVEMENT SURFACES E COMPLETED AND/OR VEGETATIONIS RE-ESTABLISHED. 1 . PAVEMENT SURFACES AND VEGETATION ARE TO BEP FILTER FABRIC MATERIAL GED AS RAPIDLY S POSSIBLE. � I 36" WIDE ROLLS 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF o CONSTRUCTION. 554 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED 0 OCTOBER IST PROFILE - `s' do THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION EASURES WILL BE IN NTS CT. 1 I 11 SEE E EROSION PREVENTION AND SEDIMENT CONTROL PIG AND DESIGN MANUAL 6'MAXIMUM SPACING FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE �� FORREQUIREMENTS. 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG' CHAPTER 4 OF CLEAN 'NATER 13. E DEVELOPER SHALL E ESC MEASURES WHEN VEGETATIONIS FULLY EST LI ED. 2• SURFACE MUST BE SMOOTH BEFORE APPLICATION. SERVICES EROSION PREVENTION 3. CHECK DAMS CAN BE U NTS AND SEDIMENT CONTROL USING W OR OTHER AS p D 14. I EC LOGS ARE REQUIRED TO BE MAINTAINED SITE D AVAILABLE TO DISTRICT BY THE DISTRICT OR CITY. PLANNING AND DESIGN MANUAL. INSPECTORS UPON REQUEST CHECK DAM ,SEDIMENT FENCE NOTES0 BIO-FILTER AGr cjl SEDIMENT FEE Lj r . z U DRAWING N0 1. SEE T I3 4- N IS SHEET FOR SEDIMENT FENCE FABRIC SPECIFICATIONS. Li . 845 Our commitment is clear.REVISED 12-OS DRAWING N©. 875 REVIS® 1'2-06 nrcom�itmeatiscleer. 2. SHO SEDIMENT NCE INSTALLED AL CONTOURS ACCORDING TO TABLE 4-7. Li w 3. SEDIMENT FENCE SHOULD ONLY BE USED FOR SKEET AND RILL EROSION. ® � . STANDARD OR HEAVY-DUTY SEDIMENT FENCE FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS WITH 20ex ' POSTS. STITCHED LOOPS SHALL BE INSTALLED E UPHILL SIDE OF THE IY Cr SLOPED AREA. -BARRIER SPACING 0 MI- 5. SEDIMENT FENCES BE INSTALLED A MINIMUM OF 3- T FROM T SLOPE I ORDER TOGENERAL A I ST A . 6. A TRENCHBE EXCAVATED 6-INCHES DEEP ALONG THE LINE OF THE POSTS. INSTALL PARALLEL ALONG CONTOURS FOLLOWS cc 7. TRENCH SHOULD BE BACKFILLED AND THE SOIL COMPACTED ON BOTH SIDES OF THE SEDIMENT FENCE. % SLOPE SLOE ui 10% FLATTER 10:1 OR FLATTER 8. POSTS SHOULD BE SPACED A MAXIMUM OF 6-FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12-INCHES. ' 10 > < 15 10:1 1> x < 7.51 �Q� o�T590 ° > x < 5: , ,. .:e ms.. s0.15 > % < 20 7.5: 9. E SEDIMENT NCE APPROACHES ITS TERMINATION POINT, NCE UPHILL EXTEND ONE 20 > % < 30 51 > x < 3.51 .1 ..' FULL P EL (6-FEET). � 30 > % < 50 3.5:1 > x < 2:1 fl¢ ; 10. MEN JOINING TWO OR MORE SEDIMENT FENCES TOGETHER, JOIN THE TWO END STAKES BY WRAPPING ' ' '� • a' '� " E TWO ENDS AT LEAST ONE AND ONE HALF TURNS AND DRIVING THE JOINED STAKES INTO THE � _ ®::,�•._ ; . ... �;•k,0:. . GROUND TOGETHER. TABLE 4=8 SEDIMENT EENCE 11. HEIGHT OF A SEDIMENT CE SHOULD NOT EXCEED 3-FEET. STORAGE HEIGHT AND PONDING HEIGHTRADws = 25' MIN. .. a ; SHOD NE EXCEED 1.5-FEET. ' IR •®;�;,�.� : ®;� �� WOVEN POLYPROYLENE SEDIMENT FENCE FABRIC CLEAN PIT RUN OR 3"- 6" CLEAN ROCK Qp9I� � PROPERTYSUBGRADE TEST PROCEDURE GEOTEXTILE, ASFREQUIRED AW m w`� zoum, �a �a GR TENSILE STRENGTH S D-4632 a" MIN. ¢ W W Z N e z DEPTH W.m -w i,,� ¢ GRAB ELONGATION as D-4632 W 2 W L,,, S w o 0 > O N TRAPEZOID R AS D- 33 *2€3' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL zoo '.�z Z Q Q o ULLEN BURST ASTM0-3786 ` o W Z GRAVEL CONSTRUCTION o ��a�-w¢zwo PUNCTURE ASTMD-4833 ENTRANCE CURB RAMP ` Q%U Q i4 U o Q PER ITIVlTY AS D-4491 C' c z Z Z W¢W Z PERMEABILITY ASTM D- 1 a a PAVEMENT ¢ w z o W d o V o Z ° `� o•Pt; W in z 6 Q vwiaa:Fz(n0� A.O.S ASTM D-4751 ,y j� v , >, ti �5 z o o=(� WWW U' d z > UV RESISTANCE (500 HRS) ASTM D-4355 ~� ~ ` ~ �`f� ` - i, x �aazmwc�� SED l T INSPECTION / NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS IVAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN 1. INSPECT ONCE PER K ACTIVE SITES, CE EVERY OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. ® Z WEEKS IN-ACTIVE SITES, D I 4 HOURS FOLLOWING 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE' ON AN AREA, STABILIZED WITH CRUSHED STONE A 0.5-INCHES RAIN EVENT. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. IMMEDIATELY REPAIR ANY DAMAGE. FILTERING SYSTEM. LZ 5. DIMENSIONSLAJ SINGLE FAMILY 0 U 3. REMOVE ACCUMULATED SEDIMENT IT HAS EA 1/3 E 20' LONG BY 20' WIDE B" DEEP OF �" MII4US CLEAN ROCK. Of w 23 -40C HEIGHT THE SEDIMENT FENCE O 1- MAXIMUM. COMM R IAL Z 39 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION GOVERNING AUTHORITY MAY REQUIRE GEOTEATILE FABRIC TO DESIGN CRITERIA SEE DA 1 9/18/08 4. INSPECT FOR NEL FORMATION PARALLEL T E PREVENT sus-SAIL PUMPING. CHAPTER 4 OF CLEAN WATER ICH INDICATES THE GEOTEXTILE IS ACTING AS A FLOW BARRIER. SERVICES EROSION PREVENTION DESIGNED I JRP D SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ENGINEER I SCR 5. REPLACE DETERIORATED OR CLOGGED GEOTEXTILE. CHECKED 1 6. CHECK F UNDER CUTTING PIPING U CONSTRUCTION SHEET TITLE ear! r ®c Detail Dmwing 555 REVISED 12-06 Our commitment is clear. E CONTROL DIET SHEET NUMBER i z CL z D _ � W CXJ SCALE 1`MDQ' cu 20 1C 20 _j (U Lj CN [Y- 0 { CD ED °-a f {' i ..,LC Lfi.7 n Yui• ' +> Ln fig, &. 421 d V/P ®° cu C-11) 17— a— Ll— STREET EET LIGHT CONSTRUCTION T ®® �� ,eM1t�� ®� EI 1. LIGHT POLES SHALL BE PGE APPROVED DIRECT BURIED 6. LAMPS SHALL BE HPS, NON-CYCLING, TCLP C PLIANT, i, 5-FOOT MOUNTING HEIGHT BRONZE, FIBERGLASS LIT PGE APPROVED LAMPS ARE: _ POLE. PGE APPROVED LIGHT PO S ARE: LU100 100 GAL ELECTRIC SHAKESPEARE DHT U5BL9 1 1 SYLV IA LU1 jPLUS/E 0COC CCI 25-MTG-ND- B-HD-2PC-POLE I I NORTH-PACIFIC COMPOSITES DC30F 6S- j PGE-NO STUB � E 6m BRONZE FINISH ARM: I 7A. ARMS SHALL B 2. JUNCTION BOXES SHALL RE PGE APPROVED SPLICE NORTH PACIFIC COMPOSITES NPC8 rr, BOXES. SHAKESPEAR OPAR-0.7-PGE-BRU. PGE APPROVED JUNCTION BOXES ARE: V T HTA-EXT-PGE - I PCA132418 32 PARCEL ASSOCIATED PLASTICS C I UAZITE PG-1324-2501-54 °r 7,519 SF OE C IC" OR "POWER" SHALL BE IN THE LID MARKING I 7,505 SF 7,550 SF ; AREA. L I ET IL °� I I Uj 3. LUMINAIRES SHALL BE PGE APPROVED AND 26.2 LT)03. 4+77 (26.Z LT)1 ,D NW ARCEST STREET I I I PGE INSTALLED P SPECIFICATIONS BELOW. ( I 4. THE PHOTOELECTRIC CONTROL SHAL BE PGE APPROVED I -PMSTLOCK, FAIL-ON, ELECTRONIC 105-300 VAC, 60 HZ, I EXTG I P S113 .10, BR HOUSING, 1.5 LU TURN-ON, 1 I r RATED 100OW TUNS (1600 VA BALLAST 1.5:1 I I f TURN-OFF/TURN-ON RATIO, SOLID BRASS PLUG BLADES, CONFORMALLY COATED CDS CELL, 160 JOULE MOV, 2- I SEC. TURN-OFF DELAY I-® ®---------------® ®®—®®®®®---®—®®—® `-- I -----®®®®®--®® � I —® PGE APPROVED PHOTOELECTRIC CONTROLS E: ®® w DTL Dl 24-1.5-SMBR <r v; SOUTH CONN 630BZ-PGE -® I TYCO (ALR 62 ONPS-BR OH OH - ®OH 1® L�1 T K 21 -BR SUN-TECH S124-1.5-STM-BR .� r 0 FISHER PIERCEFP7373C-MCBE 5. THE BRING E SPLICE BOX TO E LUMINAIRE I --------------- ---®�-----------®®® ®® to °� A SHALL BEP AFRO D 10A , 600-VOLT, r _ cn I T RESISTANT JACKET, ____ _ _.._____ -__-- -._-. _.__-_-.____.. .._.. ______-.____ 3 CONDUCTOR, ETC SUNLIGHT , _-__�- - 45-MIL JACKET, SUITABLE FOR DIRECT BURIED __.� __ _. APLCATiNS< RATED 90C DRY AND 75C WET. ®®®®� ~ . -- -' _.. �- ___. __ r l��•._. - - _. icwsr FOR 240-VOLT APPLICATIONS, E P RING �. m� le le °� CONFIGURATIONIS, - BLACK AND R (HOT) E,y GR (GROUND) r rv' Luminalre Schedule THE FORMATION OF ASL OR LID IS REQUIRED TO PROVIDE FOR A MAINTENANCE AND Symbol Qty Label Arrangement Lumens LLF Description OPERATION OF INTERNAL ROADWAY (LOCAL, RESIDENTIAL CLASSIFICATION) LIGHTING. COUNTY 1 CF15HS SINGLE 16000 01690 1HPS FLAT COBRA HEAD r ® za V0Yo,,' ILL NOT PAY FOR MAINTENANCE A ENERGY COSTS FOR LIGHTING ON INTERNAL ROADWAYS. W 0�zX t, u�06zj M S WZW¢ Z Numeric Summary Z 2WQ8XEF-Oo2n aZadoLabel CalcType Units Avg Max in vg/ in Max/Min Description 00 ; Z � ZoIlluminance Fc. 1.24 Sao 3 4°13 10.00 CE E C EST \ Q oZ%-QL' O Z Z Z w Q Kj F� NOTES= FIXTURE SHALL DE 15 HP FLAT COBRA HEAD GRAY MOUNTED AT 3 FT <uj o�Z FFA-- Z <M=w �z N A 6FT . FIXTURE AN A SUPPLIED INSTALLS Y F G M W LI~Z a Z a �aZmW(Q 0 1" SCHEDULE 40 PVC LOT X LOT X LOT Y LOT Y LOT Z LOT X LCT Y LCT X LCT Y PGE APPRC'VED LOT X LCT Y L®T Y LCT Z SE NDARY " JUNCTION BOX 1" SCHEDULE PVC TRANSFORMER 3 SCHEDULE 40 PVC (2" IF > 2 LF) ® I VAULT z z n R/ PGE HOUSE 1' SCHEDULE 40 PVC 5' SIDEWALKPGE H I- PGE A ROAD VICE P PEDESTAL SERVICE PEDESTAL LU JUNCTION ®OX _ rD.; CURBS - p,pp�m pppp 71510 C ' ' L r ® DATE 19/] x® 3� SCHEDULE PVC 1" ULE PVC IF PREP®S S T LIGHT DESIGNED J ON E SAME LOT UA NE AS A HOUSE B RP SERVICE PEDESTAL, THEN SERVICE SH BE PROVIDEDB%' THE NEAREST ENGINEER I SCR I H SERVICE PEDESTZ SECONDARY CA CHECKED I TRANSFORMER VAULT OR OTHER PGE EXTENSION DRAVANG. TYPIQAL L t IP LI T L CONN. SHEET TITLE CTI � T J DETAIL T t L Lt T L TI T T B' AL LLQ T LEGHT PLAN E TO T t L LMH T POLE Q NE TO NTS T /CAL Lt T L� E Tt T USE LI S� �F LT CONN. E LE CONN. P ESTAL LST Lt CONN. 1. P TO INST 1-4,/0 MINUM TX CABLE TO EA JU CTB BOX: T L 1F�E T L T Lt CONN. SHEET NUMBER NTS DETAIL DETAIL NTS D IL �, TRACT INsi'ALI. 3/0 O LUMINAIRE TO JUNCTt B OX NTS DETAIL. Y. 1-lan Fl az sw1 v Y`rsd I t . STORMI .10' EXTG1' _ z f SQA 1 =2 p Xd. V EASEMENTI + PA .CEL I PARCEL kn i e ; 2 1 0 20 I I r y I 29 -e N M M PAR1 CEL I ' � o c�.a lLn O O to O -' d- 4 e PVC LATns cn M M IL=20 a p o 4n PVC LAT _ Lon=�% II -63.1 LINE 1 I I N�. Lno 4� P LAT L-16.6' L=19' =4' co I Q 2+44.85, 29.5 LT IE: 264.06 AC DRI AY 2 I m MATCH TO EXTG SIDEWALK WIDTH=34 Lu BW ELEV. 265.53 � r � 2 A AC DRIVEWAY I 1 DETAIL , F PARCELS 1 & 2 I :lmt Ll 2+52.2° 17.7° LT. p =6ge I 4 1 I 3 / y' Lij SCALE: i"=5 ,, Q SD LINE 9 - , OUT (1 2'W):263.34 I 6' PE �_ ' ; e ,� ® /p � � cn,,:c,u.ur,maa-vnysx s, 01-1UTO 65063 ..a tt p a c I ♦e ... J" aw _ 4• c _ r IE 0 M, ..,. �.. gyp/ 4: v •;,u, ij �.'..-53,. w -..+-t"' �''^2 14 r_Y'f'�.M i -_ LLJ 12"SD IE , I X n IN:2 65.64 -WSp, IBM a r24.5' gq E1 ® 16 4.1 c_. 26.4' ---------® --® - t J O' r: a.o !, 1 LF 7 � 92 CLVT .� a.L. s ,� a.ti -"'m.w.:,zmy e. ,.,a.,.,,.x:.sv:w sn-x.,.-.�,rr�+a,,.,,.� .a,::r5'•xr, vrs.'}'�,ir,.._.v., .,.,.au�::n CT _ SAS U LI E .:� � ` �= r i .>� 00.< C R EST ST s . P 20J -_S 7 i A _ . . r [ - t Yr36. c,^:'�v.-sh-_•t3v..t_.....c_ 5 1�.. r( t a bx "'•'fi"""'° ,,. - { o.,�.G ".mma� -,.e 3.'Nr •�c�m�h r 'kale.,,,""°r" :. I J. ,E ..h x ..��aa,.��w - _ .� x .^. R�:ta,::,.s:,;.�...^.e•..:,.z,m.. ,:-..-,.,- , .-: ,:'. - ,....-,- ,1..-; l' : :. .: •. " .-,c9 '...�n^..rv:^-«,.-.,, . .,m..m:.r......�..,a«-.»«,,.w._..o....�..a,_...............m._,a,-..,.u.:.....-.,:,..,r�...a^ ". S ,.: -, -. _- .: � 5' ' > . _ ..+.,.�».�,a..-:.a,...u•,.,..a-.�+..,.>,.a�+:�.r,,.a� ,..<.b: �+> .. ,e. +�' �x .� Tr c x r. :..t_ �, `�� t� �_,.�ae � .V' ... � _..�N' J;:n ...:.ao,�"<". v .. S•' m .. c w... w_..�.»w.m.,w.m�....♦.,�,e„..,,c..,.,.a--.e,�,,,.5. ... � - 4' i✓s:l= .. :: - •' - a .., ,."_'"� > ., t� �;.: -_ �� .,.-, _ man a� _ 's x CONSTRUCTION 1 5' WIDE CONCRETE SIDEWALK -x.7 5' PROP P DETAIL C103 uj 5° R �f,�,°d R f DEDICATION DEDICATION 2 ASPHALT DRIVEWAY Z U _ ^. _ _ ; s' PUE 3� A/c � AAs cK ___ _ - -- __._._.---.____. _____-___._._�r 6 PUE SEE SHEET 103 FOR DETAIL Li Of -PROP ' R/W -PROP 30' R f A P CS-306-MOD. SH C103. y �., }. a.r.aD.+ GRA �. ER F- - e 1-1 2 -Q GRANULAR ROCK. UJ5 C`3 a 5 r1 iY 1 SDWLK 5m SDWLKS 1 0.5%-1.07. 2.14%7 75 !' w Tco DRI AYS ACK OF CSELEV + 0.32'GRAVELACK C + 0.32'SHOULDER IGH POINT ELEV = . LOW POINT ELEV = 266.79 HIGH POINT STA - 11.67 LOW POINT STA = 4+79.65 T CTI SW C EST CTI PVI V =PVI s 4+25 PVI STA = 63.31 SW N NTS ( A.D. _ -3. P� E - 266.69 A.D. = 5.20 12' = 26.67 = 5.77 If 18' 6.5 5' RACK OF WALK= CLL + 0.32' - 60.0' VC 30.0' VC ' PLANTER e cn C4 LO NGo mss® <F� 0�9 If c6 e� 6� P� -F B` h` cc taf�- If c�CN cm > 04 cmc� c� CO co t� i`� ♦ co m f< U�� SIDEWALKDESIGN Go 27® _ - - __ r0 LLJ i ( i ¢ZQo�Z¢ ® z o o a �O O 0 PC: ¢haOv»r�ZL)i i I o - ` : S ; t ( i 2e _.. -- __ -Qa /@ t ,.,. p Z Z Z U r r 00 i v�c� v, DESIGN W Z � o I I t W po I W i r 1 i Q uj - w. �a ,. w . 1 12r C C S=O. m FG AL o G J =W o z Z d-0 2. � ; r � 0 Lj i i DRI AY$ ? r-a�mw�vgca i EXTG G C AD 1 �L -1 7 75.16® 17x4' LT { 55 :. - lTe260 1+22.9, ._ _. 12aU . 17 7® DA LLCLA �D�; GRANU 0 SD 1i 26e02 cq OUT (12 ):263.34 OUT (12" ):X63e7_ - i ' SUMP. 262 ; CO } ; z I Z : ..i iz uJ CL uj CED' ARCR88T J � { f i i ACO) I i f �I ( i i :ver ` 1 .. ._ .. -. .._ _..._..__.-._...____.,...,__, '--...---_...._._. _..__ ....... .:...."....-_- ..__.__.. ..._ .-_._.-.,-._._...._ _ B.ID.. - _.-......._.. -.___... .-.._..._._...._-.. _. .. __...._ .. ____.-._.,-..-__ ._ -__.-W..__...__.____ _,..,._.._ ... ... _. ...^ _._ ,_ 2 _- _, ... � i f i f _;'_ -�-- -f- SCS_ Ff :1�® _ DATE 9118/08 DESIGNED I J P s ! ENGINEER SCR IEL CHECKED I i 1 f t 1 i } i i i 1 1 I _ i r ---____-- ----_____ _.__,.__.___---------.._________-___-., _ ___--- . ----_. _ __.__ . __. � � � SHEET TITLE 24500 0+ 0 0+60 1+20 1+60 2+00 2+ 2+60 3+20 ^ 3+60 00 4+ 60 CEDAR ST/S-MM SHEET NUMBER SCALE 1" 2®' 2® lb b 2® 00N M M O .N-i Ln O - -- - - _ _ 00 _ s - - - - - - -- -- --- - - - _ zV m qr d - -- - T :e. �n _.... .... t L O f: _. _.. ::. ._ ._ ,.<...._:_.�....._... _.�-::, -._,__,..;.- �.....{.._,:.t,. �,.a•...yam.._- ..�..r....w.,Ki+, Y ".,.� .__ .... _ .,, .> =:h,.v„ w,...,�, ,m,...�:,y,:q-s. ,.e7.J•..-..,-,u r. . - - . - _ fir: u.._.-,.,: _._ -=- � ,v ,>n"�.t.��.. :.. wl”" :.:lug .. R.=,,:_: t, .^.+-•;^-�`` ,m•_ ... - - — L Ln Ul) 0 x w ro _ .. .. ._ .. ... .... ._.''R� ,Y. ^i.a«,-„c,.,v� ,w+w�” o, }5- .�. ..,. .'J :...... .:,,,- _ _ _ ��•_.i, :vk,�'a"-.. "'.o.'•�-+'Fri' S.. r�'l+:c .....:. t s g, ' to SW 74TH AVENUE All{, v 25g t r B 9 Go LU = . � �. �`. _ a``^" . .t - S '• .,. RD : nJ 10J r, ,�`.`,:t+yP� awls ...:�w.r..-. _t_ ._.,._.__�...�_.. � .r- .. c ..,. �_• - - t�'�-- - _..�:<,:: nn,�'stt -'---- ----- --------- i R t ` '-><s i ME — } 6' PUE 9 P 3 DEDICAII i - PARCEL 3 - - `� .F Yui 11 E u1� � , ' e , pp I � { s i 4° RZW DEDICATION _ ° PUENOTES GENERAL NOTES CONSTRUCTiON a. 0 5° C C SID A 1° E T C101 F SWC A EST ROADWAY SECT ON uj ' PER DETAIL #120 SEE SHEET C10 - - t:.;- - i;- r ----------- I _ - _ . uj 23.5° i y 5' SD 51 R/W 1511� �, r r –� 0°5° DA OF WALK= C ELEV + 0°30° 5.5° 5° A W eCL V + D. ° ui SW 74774 AVENUE ui CL SIDEMIALK DESIGN HIGH POINT ELEV = 277°64 NTS HIGH POINT STA = 1+67.92 PVI STA = 1+64.49 PV! ELEV280-55 A.D. _ –7e22 K = 41.52 300°0° VC 1 i dco 1C1�4 i.L C14 Tr I ' 1 to i { W 6 ui Li ; R' Z CN • 1a.9 ` 260 _._____._._____________ - - __. . . ----._.—_. ------ - L�9 tazzi oLLJ Qiga�0 -wA s4 i Lai Lj Go ��a,wazWa Li LU EXTG C , f _ cn —Z caLU Uj t i wLu z ., ,.. �/�1 .M I m �C i i ! (uj nnaO�Zwwo , 1 _ � w ® �� 1 www caw o Z LJ , 1 270 270 ___ _ _ i = EC Y�: C C4 i i s t � i 4 ; 2 i I E 1 I s I - !• I i 1 i I — — G DITCH _ � s s A ULw y rY� II -7) 0 CLSW MTH NUE { CL A 1 OF 11GARD)° ! t , ; _ ..... � 260 � _._ __ _.__.260 SCA ° 12DATE VER° 1 0=51 �I DESIGNED I JRP ENGINEER I SCR : r , A __._ _ --- . .________ ___ ___�.._____. ____________..__�.__-_.___.__._______r__.___v_.__________ _----____._ ' CHECKED I 255. 2 .00 2+ 2+60 3+20 3+60 4+60 5+20 0 + + ° SHEET TITLE 741-H ST/S-MM SHEET NU SER LAJ CD LU PLACE TRUNCATED DOMED CT LE WARNING TEXTURE IN THE LOWER 240 OF THE THROAT OF THE RAMP Q� PROPOSED EDGE ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS SHOWN IN DETAIL RIGHT. COLOROF TEXTURE ®ui 2" CLASS °C' A.C. OF SHOULDER2 �S 7 TO BE YELLOW. FOR CONSTRUCTION OF SID DE OF PUBUC RIGHT-OF-WAY, SHO OF ROAD ® 4 2 -0 PRO S E a ROW u CHECK A BUILDING CODES. E AS C.L. CROWN CRO CL � OF PA [—CONCRETE MIN' 6 0 SLOPE' V �N cn SHOULD OF ROAD SURFACE a-® cn 1 ALK Q° ' ui 2" 3/4"-0" CRUSHED ROCK zl_ :s R SEE NOTE 5 0.90" �°� 1>7" A 2� SLOPE TO S RET SREEM W/O CURBS 120 � ® ® BOTTOM F DITCH d STERILIZE AND COMPACT SU G DE tV � M M ® Y BE U INSPECTOR � � N a � � ® ® IAL EA.C. IV Y I Y m 's � � m 0P O o cn o m ^� 9 1. SEE DWG. N0. 205 FOR AL PROPOS EDGE 2 3 �--- 5 0.90 ® 2. IF AC DRIVEWAY IS TO BE CONSTRUCTED, USE 2" OF S "C" IX " a R o Ln RAMP ON APP E 2 4 —0 OF SHOD 5 MIN. c a� x 0 TRUNCATED DOE 4' 2 —0 PROPOSEDE — � o DETAIL I SLOPE F PAYE CONCRETE W K `� r $ CUR I 2" 3/4"-0" CRUSHED ROCK m a cn ®- CUR JOINT P ® R® — 2 SLOPE TO ST PA L00 r ll :m:{: :4 COC W REQUIREDSEE N® 5 de '0' H USING CORD ET STERILIZE AND CO PACT' SUBG E 0 I Ie' C� PIPES A I . ORP C PIPE �" v04 cn 79690 ONE FT. PAST TOE OF FILL I � ® � ®® �� 1 �o s o �cJ� • SURFACE OF DRIVEWAY 6" ICL E191 I Y 1. CONC S DE CO ME MIX, MIN. COMPRESS F 00 C' �s • �`•�. •: � .a •.�`. ®•- .�• •�. .,� ,-:m AT 26 DAYS. ' c> .,.. t' . . t 2. PANELS TO DE 5 LONG. � • • �. PROPOSED E 5� " I . 2' ACK F SID CONCRETEPIPE ® � F U VAULTS, SIGN J01 TO DEP C AT SID OF D AY C , WHEELCHAIRPROPOSED EDGE AT SPACING NOTEXCEED OF PAVEMENT 4. FOR SIDEWALKS AC T E CURD D POUR T E TIME E PIPE SIZE TO RED MINED \�� SLOPE y I BY E JOI S DEA JOI A MINI U 1/2" INSPECTOR AT THE JOB OTHER COC G -10� URD, All ]96" S (10" IN.) PIPE, APPROVED 6" RADIUS. JZ CK OF CURD .0 5. SID S A MINIMUM THICKNESSOF 6 INCH IF MOUNTABLE CURB R 0 PIPE TO RE LA AT EXISTING GRADE OF DITCH - O SWMPS TYPICALA.C. V L IV IS USED, O IF SID ISI ND AS O OF DRIVEWAY. ISE' CURe HEIGHT FACE F CURD SECTION CROSS SID S INI U ICKNESS OF 4 INCH C,� NOTED S G. O. INY *UNLESS E 202 ICL :RECTI ALTERNATE 6. D LOCKOUTS I CUR S DE D TO C OF SID 3" Dk PLASTIC PIPE AT SLOPE. CONSTRUCTIONJOINTTO E E OVER PIPE 0 WASHINGTONY I I I I T z 0 DEPARTMENT OF USE DA F USE I I I TY ® z AND DEPART OF USE T TRANSPORTATION T T D TRANSPORTATION IT DEPARTMENT F USE Is w ADT TRANSPORTATION w � C\ A TRANSPORTATION I TIL C -306— 2 ..-- Dill W-205 a u C — a- _0 cm I"— 0 STREET CENTERUNE p ' ® >® j �� PLAN [L P z ",�a�„�t�-eft" UNE ,''•i RB JOINT ,�M r��`C�� 5' MIN. a SHOULDER EDGE NOTr 5 ROW ,r . R=25' 2 - r . RA �•4•�am' .:i:f. ..aw,•#.eR' •O•"bm o .` -.�>._ K ^�a„ x 9 E .. •eg. J R CULVERT (10" MIN DIAD DTH AS SHO i ^ ON PLANS 2" 3/4"-0" BASERO COMPACTED SUIS ADE N0�' . . _. �G$nhOE l 'M + POMP Ur' MAJW5 U-PW W is F -vn PLAN MEWems+{rhf.E `rE tfYiti.� �h9'Ea` tfi� su �iyet��tt�' SIDEWALK ADJACENT TCURBL_j � $KPiPE ASS o e3 ['!�W_l � � 1l e t a titi{i w x z z GRAVEL P C;TLE t�ON CLASS w�_~ s� SHOULDER ®F� ��® � 5' MIN. >? F�4'bi a„> �a m a�' Ow w'w!' o ROW l in d � �'mwFw�wff� 9� ��- C' W � PAM, X025 =wood>�ou, S EET i,L ^.�a a �.- n �Z p�wJ SURFACE 6 Rz F E fJxLL �� t f # s 00 N ¢Z F ¢Z '�1Te�•� .'®� 't' Yttog®d d r} E WEs-s6 \ �Wa=�� i— ROAD sog• t i 3"� Q F=a O v7 O z U ui _ ®qe,..• :a.•ara. z , rte f r i@ _f o2�Q~VQ¢� .reg a irzU��¢ v>> • a.r a� ?• e r c '- i. +sl-f i:. ls,�l'. L'�Kiar rf OP Al® "E` iso{rt.tlg€4 z w i— �t' '�3U7 ase xt.Eak a+ � e G W. F st EA�� $ $gym '�'`r�`AS `O a. ,-SCE i ��x�i' � w 2" ®I" 3/4"-0" BAS ® ujam ��o� n s. g w cn z i wo c�azoi COMPACTED SUBGRADE a yy yy }} e1Ly �azmwwv�c�a IF A.C. DRIVEWAY IS TO E CONSTRUCTED, USE 2" OF CLASS "C' MIX ON APPROVED BASE IN PU UC RIGHT OF WAY. SIDEWALK AWAYCURBr .-�^� L. ,a_ si.+Cici:='i5C' F i e, #4 !i IP40 CONCRETE HEADWALL REQUIRED NOTES: s ,5�,, Ll sr E um EH USING PIPE OTHER THAN Tt € r�rt�F:: 8„ . C.A� TrP ff MP � �� , �� CONCRETE 1. CONCE H 3000 P.S.I. AFTER 28 DA SACK I , SLUMP RAN 1 OF 1-1/2" TO 3". -DRIVEWAY SURFACE "' ,, x I °&Q�o�O�'® 2. PANELS TO E 5 FEET LONG. `� ` � _-. •"" O , 1 use z z I P 3. EXPANSION JOIN TO BE PLACED AT SIDES DRIVEWAY APPR AC ES, �->-a - I J oa 3 4" ROCK geooe� .a UTILITY VAULTS, WHEELCHAIR RAMPS, " AT SPACING NOT TO EXCED 45 _ g 000 6 • a leo .,.-a�--�'�'" 1" � _ �-�,s.�y.��.'"�"� � �. 0 OoB QO® a 1 d iLs.l . �� _ 4. FOR SIDEWALK ADJACENT TO E RB AND POURED AT E SAME TIME AS E CURB, E JOINT BETWEEN E SHALL BE TROWELED JOINT iI A IN. 1 2" RADIUS, I REINFORCED CONCRETEPIPE / s � ONOu `rF•_.y, �° �r ca .� 5. SIDEWALK SHALL HAVE A MINIMUMTHICKNESSOF 6 INCHES IF MOUNTABLE $` F Ci.L DA I /t /®8 CUR IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY ° � ME 3��rs ` S SIDEWALKSHALL HAVE A MINIMUMTHICKNESS OF 4 INCHES. g ^�- a^ DESIGNED /®® r?ii@ U 710' WDE �� I i/(et ® ALTERNATIVE PIPE ENGINEER I SCR AS APPROVED 6. DRAIN BLOCKOU IN CURS SHALL BE EXTENDED TO BACK OF SIDEWALK 3" DIAMETER PLASTIC PIPE AT 2 SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. CHECKED I PIPE SIZE TO BE DETERMINED BY CITY a AWFAM W. N® _ SEWER , STORM . SHEET TITLE : u P. DRIVEWAY CULVERT m P. Du NO _ PIPELINE . : _ _. , 5 ST STRM II . ®. CONC ET' ® ®. r `�'P RE l ED let-Dfi Doff 6 mlom $l•vlx� SHEET NUMBER .. ... ,,.. �- .�psi�e. -�- •'k ,.�r.�p� r � w , . : a ; L r' L F XJ 05 I a r 1 . 7 - CEL CL EXTG S T N �, cno �-+ L O Lo IV OP v a £y { Lu .1110 o) ( 3 ea ^ # O � 10, H I „ = o Ln , 00 ro co O , I � , m ® ,xo®mem q w® sa® we® ! i iN _ r � : K a• ;`f`_' - :n... .vrv.,-r.'�rr .'^rvrr.ge,g,:..e,:.a..,,..r:.cst�„ ..,.'a^, s!a:>sx.•ntx.,;,..,_�.. .s--:_.....,,,,.. _ :-._: .t E' ~i _ Bio � N;Nt', TG MHC 106 t� �— { a -- _ v - _. �ncn �ON w a' _ y S l 'GY _.,., L, .'. ,,. � �__ � ._..__.._._�- .._.__.__.._.... ._, _.-..-.... _ .__.___-......__. _. ...._..�.__..__-_._.... _ _ ®_aumrr•WYd•®wn�®w'NW'wM`.__WdF".,._."YSi6ti�®® mss® -. ?.. ^�';3a--,:__ r i y J i 41 o *u,. 1" D 6LE SSS IH 1 1 SW CEDARCREST :. RICE LINE . • - ..�._ ,�,=:F _-,.:...,,. w, e.*+n uwuwaw.� nrsm.,aw»._cv..c:ae„m. =v - ._.... ._.._. _ - -.._...-- _,.-�_ .i:..._�,...• ..�.:._.._-,__.. � :^ ... .,- '? 1 .. 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Cr'. : '^t. ux vxe-�e.ve� serer-rte-• .-_.ex+M.,ar,«.+ma,,...n,,,._.x. - -,v_ - .�. ,.,,. - a ..-�""•�-s fr -, ...� �,,.,,_� .. Rte. Gi SS 4 a2 r' _ a'� n m,< 5 .+w,naem•'4n-e, -.uar��w .v-,.4f ! .._- wrv:v*e+:• awe,-.ad+w�::w.:....s .-w<:�-=n+�,a,ac,..:w.-Herod+�..�w,sx,ua.�.nmcru<na.u.•avaa�wcsrrro:,c.... <s. -. an .,v .� A': i S,aa' a^ I Al- ter._ P ST E IE PIPE' E PIPE 1 29.4 (UNE 1) .1', 4' P 261.4 4.7' 2 , 0+4111 (INTO H 1-1) 57.5', 4! PVC 264.1 4' � 0 � SCALE. 1 A 20' Lu C� 20 10 0 20 Of uJ 00 Z WpWZ- Zo=�Q �o ( °�vjz�a~wZZ 1 2 W 0 > J 270 _ _. _.__._.__..____.,__......_:,.:.:_._.,_-.__.__.__.,...__.__,____._---..___.—__.___r:��...._;__.__.�__._..._._... .__...r.__—___._.-_._____.._...____,ti_._.__:._.`.__ , Y s Q F—— i �4 Ou Q tip f 1 o o p i -zZZw¢ 00000ZQwo v� _m DESIGN W W t _ t # W � Z { W - { .4._� �.._._. -�-- t r ' �aZmwit�m� < i 3 i ` o i t I r i G /0 f ' _.__...__ ._.___.__. ..,._____. __.. ...____ _ _ ...... 260 » i : 4 cq C 303 ' z �6 I f y e H 1--1 f I { � z 9 � I -•r --C STS 2� 3.3 1.2 L� �., a1 NC4 0 SS STA: 0�• �I_I E 1� i f � a. I «m andM e 3 al 5.,.• ; ; :. . _ + ;,, -4.-, a RIM 266.;201 ::•<r w t• : i .mow.•„-. , ..�.,n,*'..-" '. c;.aa'a' { xw „tri _ I• 4 IE IN 26 .50E a � xr SS`STA: 0+00 LINE 1 ,I , 0.20 I 265.15 6 IE OLIT 6 i { IL 6 'IE IN 256.15 E ETG T , { a � , i SW CE R88T STWET (WACO) DARC DATE 9118108_ C I� T TO.. _ -CONNEC�V _ CCS I•f , 2 _ - , ! 0 RECHANNEL A NECESSARY) �� , i ! j { t i . 1 5 , r. ) DESIGNED JRP s : I ENGINEER I SCR , CHECKED 3 t i 1 SHEET TITLE .00 0+0 + +60 1+20 1+60 2+00 2+40 2+60 3+20 +60 4+ 4+ T IV >1 c: 10 I SHEET NUMBERC201 ; I t t v:; s •r ; PLAN LOCATE FRAME AND COVER PROPERTY LINE OR OVER LEDGE OF AT LEAST UTILITY EASEMENT 120 IN AWTH CLASS "B" CLASS "A" IrMI .SETfM N PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE MOUND EXCESS NATIVE MATERIAL AGAINST PLUG W/ BACKFILL' SURFACE RESTORATION OVER TRENCH TO ALLOW TO PREVENT PLUG BLOWOFF AS SPECIFIED r STORM OR SANITARY FOR SETTLEMENT SEWER MAIN cV � M M MAXOM 270 `� ANQ E AND COVER , cMv p c'-'�1 n NOTES: ® m®gi w 8 m m • TOP OF STEP WATERTIGHT FRAME AND CO a>i IV rn °, 00 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE �f��'®a$®®v a TO TOP OF NG SM. G NO. '110—SA/ST O� v CONNECTIONS TO e" AND 10 MAINS SHALL BE WITH FACTORY ,�s a�°gi®� • OR N0. 120 O � = tD cD n � a O to O c1 i FABRICATED "TEE" FITTINGS UNLESS'07HERVWSE APPROVED. °` ° —SHRINK m 0 ma . 12` NATIVE TOP SOIL. T — N 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING •�® TOP SOIL EXISTED to A. PVC RETE ASTM, ASTM—C-900 CL22X4 a 95% COMPACTION 90%COMPACTION PRIOR TO EXCAVATICN. >. B.'CONCRETE ASTM C-14, CL2 Ln Ln C. DUCTILE IRON CLASS-50 WITHIN 4S• OF NOTES STORM ONLY o SURFACE o 1. _ •� MAXIMUM R�t ,�° 6� c D. -A-2000 PVC ASTM 949 ° a ALL PRE CAST MANHOLE SECTIONS SHALL CONFORM TO THE O I- PVC RIB MEETING ASTM D 1784 UNDISTURBED REQU1REMENri OF ASTM C-47& NON-SHRINK GROUT > s F. CPP MEETING AASHTO M252 12" -�� NATIVE EARTH 2. ALL POURED N PLACE CONCRETE SHALL HAVE A 28 DAY S. ALL PIPE SHALL BE COLS CODED: 90E FACTION a UNDISTURBED MATERIAL STRENGTH 3000 PSL AND SLUMP OF 2" TO 4•. 4, BELOW 48.OF 3. ALL JOINTS SAALL BE SEALED WITH PRE FORMED GASKETS ®. STAND ECCENTRIC -GREEN FOR SANITARY SIDE SEWERS EARTH 7 SURFACE '`— SUCH AS KENT-SEAL NO. 2° RAM-NECK, OR AN APPROVED 3S0 C OME -WHITE FOR STORM SIDE PIPELINES MIN EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-500210. 380 � ® ° '® °�; 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. m ® 5. PIPE'CONNEC'+1ONS OF;24° OR GREATER SHALL REQUIRE A 00 HEIGHT: TOTAL LENGTH OF 2X4 GROUND DEPTH ` ® "®gym, MANHOLE AND CHANNEL DETAIL 12" HEIGHT a 3/4®� d®C ® ®� 6. PIPE-CONNEC`10NS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE I OF LOT& AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC > VARIES ® Q® MIN 2X4 MARKINGS TO FACE STREET TAPE to ,� �gem�a+ REQUIRE A MANHOLECONNECTIONAND CHANNEL DETAIL SM VANG NO. 100 �"3 e' LOTS .d °�®$t•e ff a ®a�- 7. -PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) OLE 5EC • x " . ®�� MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARf 1°-4'' ® FsA s� ® ®® ° ®`®o•a�m, 0a ON THE INSIDI.FACE OF THE MANHOLE. _ COLOR CODE SURFACE - �` °®d4 a°a•, '"®. m 8. BREAKOUT OF WALL FOR;PIPE SHALL BE 2 MINIMUM AND (GREEN-SANITARY) o � $°®' ` ®: e a r 4° MAXIMUM CLEAR OF PIPE WAtl g ° (p$ ® • . p® En t. ° 9. THIS DETAIL LIMITED TO MAXIMUM-INTERIOR DROP OF 24' LLJ (WHITE—STORM) 3/4"-0 CRUSHED ® °� ®�a� 0'®®° ' ° 1/2 PIPE FOR SANITARY CONNECTION AND -08" FOR STORM LABEL MAGNETIC TAPE MATH BLACK LETTERING soa g " •. GROUND a O.D. PLUS 6" CONNECTION. SANITARY: "CAUTION SEWER BURIED BELOW" PIPE E •h.• w ` " 5 MINIMUM a�� GjEL STORM: 'CAUTION STORM DRAIN BURIED BELOW." ¢ ®s a` ° ° " Q a> 10. WATERTIGHT/1 AMPER PROOF MANHOLE FRAME AND PLACE 1S" ABOVE TOP OF PIPE AND AGAINST 2X4. I— aoe " - a a• ®, ® COVER SHALL BE USED IN ALL EASEMENT AND OFF NO P ppSTREET AREA:. Pt 3/4.._0 � Q aO o®® O O ® 49-MIN. PIPE PIPE BEDDING PLUG ®® ��®® o a ®° a o e MINIMUM 120 LEDGE a®a O o ® a ® (ONE REMJRED) ' 2® MIN. T OF 1®/F3 TYr. ° PIPE T10 MANHOLE tt3" SECTION ° TRENCH STABILIZATION: PIPE °p IF REQUIRED. TRENCH STABILIZATION 6; 1 f2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" _ 0o SHALL BE SPECIFIED SEPERATELY 1f2 PIPE O.D. PLUS 6® MIN. FOR PIPE 18' AND LARGER gm� p®o s®° MINIMUM SLOPE FOR 3j4"-0 PIPE ZONE AND PLACED PRIOR TO PLACEMENT ®a o ® 6 PIPE = 0.010 MATERIAL AS SPECIFIED OF BEDDING MATERIAL. ghc °� 4' PIPE = 0.020 .•' a P $60 EkIIJM CRETE '$ SUPPORT TEE WITH TH CHANNEL TO NOTE- BEDDING GRAVEL, 3/4 TICAL NEWT OF PIPE a ++ . " COMPAOTi ON REQUIREMENTS PER ; ey g 4 •;' ,- MINIMUM 270' WIDE ELEVATION ATI ON a~• AASHTO T-99 AND ODOTIAPWA SPEC OD405. •:s��rm-- ---- -4 120 MINIMUM W=00 CtPAC _... -- -�-„�;.°..y?2 MINIMUMTRENCH BASE MA7MAL, I I T FILL r ices I can r Services T z 0 LIREVISED 12-06 Our commitment is clear. REVISED 12-06 our commitment is dear. IOur: • t is clear. , ® z DRAWING NO. 520 DRAWING NO. 590 DRAWING NO. 010 REVISED 02-03 0uj uj uj w Ix Q < La! 04 0 PROPERTY LINE AND=LOT 71-00 81 PUE NUMBERS MARKED IN WHITE 7'-0 w S' PUE CLASS "Am CLASS "C" PAINT ON FACE OF CUR® z COPCED NATIVE — MATERIAL CL 5i-6® MATERIAL AS \\\ \/\\ III \//\\/\\�� PRE CAST 3'a" CONICAL SPECIFIED HOLES— //\`//�/� HOLES (2) SANITARY LOT TO _ E 2°-0® \�� / III—I \�\j\� COVER ONLY SERVED 3.1 1111111 � z � ® 0 LI Lal ® \ iB� / III-1 w � . M w ® PROPERTY LINE PIPE ZONE �j 0- LL O w1z _J PROPERTY LINE =I w ., 9.: O 1.1 w w w � L � J [1 LL 0 PIPE OD ® OFFSET LATH � a W W z PROPER LINE ® LOT ON PROPERTY' LINE 0- 91- -0 OFFS T I SEE NOTE No 1 ON PROPER LINE O ¢ w NUMBERS MARKED IN WHITE SEE NOTE No 1 NG PA TRIM m �Z U) ¢ ¢��wz�¢z �FWM 2; PAINT ON FACE OF CURB PA EN' REPLACEMENT SOUND PA EMP • \��\\/\\\\///��/' ::. ®• - _ //\�//��\�\T,`l ¢ot- Jo¢Oxtn� 0 Uo® ZWMIN MIN SANITARYIRON ROZi= w¢z�,CLASS OO ¢� 3 �~ C " COMPACTED GRANULAR Ucc BACKFILLAS SPECIFIED uj a uj Z ,. . .. . �, 2T a a . . PIPE ZONE �// �' :=•` \ ELEVAIM �_ CUSTOMER SIDE :.�' ,: �® CNI CUSTOMER SIDE - °' _ 3° 3" ® ' ELEVATION :. - / �� I 23" I z RECOMMENDED ��\\/\\/\\ a:.._••• \/\\/\� � E °, 1 °� CL RECOMMENDED64 1 COlI R 213 \//\//\// //\//\/i COMPACTED GRANULAR 24-1/2 s— _ T a COVER 20 " BACKFILL SPECIFIED 31" W LLl 1. A FT OFFSET LATH ON `/ ///\� FOR TIDE TOP 12 INCHES � � PROPER LINE AT \�/ \//\\ CL � PUBLIC UTILITY EASEMENT --_� NOTES: 6® 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS DATE I 9/18/08 METER \/ °..=' .•. 2 COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-4L3 CLASS 30. METER PIPE ZONE �\// _.:• 4 , \� w® 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. DESIGNED,j ¢IRP NQIECUR STOP ` ® NOTCH LID FOR LIFTING HOOK. ENGINEER SCR CURB STOP I E ' � SOFT 1. A 6 FT. OFFSET LATH ON PROPERTY U- CH -�- CHECKEDTYPI COPPER TUBING LINE AT ,S FT PUBLIC UTILITY EENT FOR PROPER ALIGNMENT OF METERS Y9K" SO r Smvices SHEET TITLE COPPER TUBING DRAWING NO. 110 SANITARY REVISED 12-06 Our commitment is dear. ®---®� SHEET NUMBER DETAIL No. DETAIL No. DETAIL No.WATER SERVICE DUAL WATERE TRENCH ACKFILL TYPICAL INSTALLATION PICL INSTALLATION gVE THE PIPE f 1r . c 7 aV ey a r ct Y . a ° �,. q) PLANT MATERIALS LISTING: TY. SIZE REMARKS SYMBOL BOTANICAL NAME Q CONDI COMMON NAME ti r TREES — �- 4"S D r Acer la�tanoides 'Crimson Sentry' g` � 3 2" Cal. B&B w �o Crimson Sentry Maple or Similar'form ¢ 7 Styrax japonicus 3 2" Cal. B&B `i 3-CRIMSON SENTRY MAPL "' � ``' N O �N LO u m` Japanese Snowbel! � N or Similar Form 0U o � v. co o o W _ ® Ln L o cu x ai 2"X 2" P.T.D.F. 8'-0" TREE STAKES DO co NOT PENETRATEROOTBALL. (3 STAKES m � - COAT OLYMPIC STAIN � � PER TREE ONE CEL`2 L 3 #713 REQUIRED) -'' TREE TIES RUBBER HOSE W 12 GAUGE dDO GALV. WIRE. *. TREE WRAP FROM GROUND TO FIRST BRANCH. CUT & REMOVE BOTTOM OF WIRE BASKET FROM `• + } I ''j" <�E REMOVE BURLAP & TWINE 0 OF BALL AFTER STAKING. PLACE TOP OF ROOTBALL-3 MIN. ABOVE ADJACENT , r f -PLANTING OR TURF .FINISH:GRADE OF PLA ; , AREA. i i CD - IR WATER _ F z � : • x 3 0 MIN. DIA. MULCH CIRCLE E ,- Q /i t i : z ; BASIN 1 1/2 MIN. DEPTH TURF AREAS UNLESS OTHERWISE NOTED. '{; , .00 BACKFILL SOIL MIXTURE AS SPECIFIED. SCARIFY WALLS & BOTTOM OF PLANTING SW CEARCMEg STREET _ _ PIT. _, TREE ROOT BARRIER (NDS MODEL EP-1850) UNLESS OTHERWISE NOTED. 3-JAPANESE SNOIIBELL SET 'ROOTBALL ON UNDISTURBED SOIL. n M !/ BEST-PAKS AS SPECIFIED_ - - TREES & SHRUBS TYP. V_ 72 SD ; " j 0 *ROOT BARRIER REQ'D. WHERE TREES ARE 2 X DIA. OF ROOT BALL ,> �� =12"SD W WITHIN 5-0 OF ANY CURB OR SIDEWALK ; 'EDGES MIN. 6'-0" LENGTHS REQUIRED _. ` __ ALONG EACH SIDE OF CURB SIDEWALK. Z U F R PLAN FOR LOCATION. REE TO S ` TR PLANTING TI N G DETAIL .. --. ----___. . EE - NTS o Q DOTES o � 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. o m 2. CONTAINER STOCK MAY BE SUBSTITUTED WITH B&B STOCK OF EQUAL 'GRADE. Lo 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NUSERY STOCK, ANSI ~ o 260.1, 1986 EDITION. 4. ALL TREES SHALL BE BRANCHED. 5. MULCH ALL PLANTING BEDS WITH 2" MIN. LAYER OF SPECIFIED MULCH. ; a: co 6. IN THE EVENT OFA DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. co 10- 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS, LANDSCAPE CONTRACTOR IS TO CALL LANDSCAPE ARCHITECT BEFORE PROCEEDING. 8. LANDSCAPE CONTRACTOR 1S TO NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF+PLANT MATERIAL. 00 LLI0 p c9 cn o w CL o � r o � cr o z z w v � Ld D LLI � c¢_> DATE 19118108 DESIGNED I T MEARS ENGINEER I CHECKED , T MEARS SHEET TITLE STREET TREE PLAN i SCALE: 1 a� = 20'-019 SHEET NUMBER Ll 10 20 40