Loading...
13710 SW HALL BLVD v UIS � C! N� I U1 � U Lx 10 a ' 00o ,.,,...._ ,rte..,• �, ,:,r'r. Y�G�N(E .w"'"'y�' � ••, o m - 3w r�� r JJ�'p�( s(yS l Lo 0 PREPARED FORF ,,' 'i. WJO Ifts --- -- POLYGON NORor T CO. �.Mc,��N j . swe� T�.o LEGEND ZU AM)RUMN PIAZA.,, 06.ME D-22 l VANCOUM, W& 90 I &A -_- EXISTING TREE y1 _� -- EXISTING SANITARY SEWER UNE "' '`� �- - "�'` SI TF � -- EXISTING STORM DRAIN LINE `� `` gW bMARA •' .._L.!a_ SW CHERRY EXISTING WATER LINE ,�... . . aW.IrPgLWo()o _ — EXISTING SANITARY SEWER MANHOLE SW TECH CENTER ! - --— EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE �,,. _,...., .�.. W MC,pONALD - � •-� EXISTING WATER VALVE ..•..-. ._�-•� ._...... _ .., I - Sow -- EXISTING FIRE HYDRANT I �I I I I srl I Y F ° _._- SW MOUNTAIN VIEW LN ' �°- � \'I'O Y�L TIGARD $ �• � z SANITARY SEWER LINE i I _._. 4�+prfr.'r ' L/ti`^l rn .S'� 7 C.. N. , O / SANITARY SEWER MANHOLE I I I_ - M- -. . 1C',' Fil!Ey,J ,+. < SW INEZ . .� . STORM TIRAIN LINE * I I II ,�rfus;. r 'r only t.!;, ,vorlc a^ c1 5W PEMBROOK L~ CA TCN BASIN - CB, OSCB ` I I- < __ �.?".C_xJ�O� -a.. James Templeton STORM DRAIN .MANHOLE {t I I I I (;. Lf3l!r r !�'; Ft'!IL' �. .� - A 1 "1 ---- CURB INLET I � ...�;;:rt�c4�#!'1! A,(.:Cfl......... ... �•��"a3 (� r CLEANOUT -7/r� i I --- -- ---� - WA TER LINE BLOWOFF TERALVE I I `' - - - - - ----- - - - --._L_.__.. _, - _ - � - _� TAX LOT 300 < WATER METER I I J �' -- -_- _ - _. - .. _ ..- - .-. .-. -; _ -. - _ _ !- - - -•_. i T_�.J�� .`' TAX MAP 2S1 W02DD � STREET LIGHT - - THRUST BLOCK -- :----- '1- CITY OF TIGARD, WASHINGTON COUNTY, OREGON. - _- _ w I C I - -_ SRS HYDRANT / _ _ _ _ _ _ - - 0.0 - - - - ♦11 1 1�Jt>li Z --__ T —r 04 I ' UTILITY POLE .� / _—-- --._ _ EDGE OF EXISTING PAVEMENT - EP I I '000 ?:�. '�--" -- -• -_ NOT TO SCALE t>j' --- ---- TEMPORARY CONSTRUCTION DRIVEWAY I � - - T_- - - - - - - •- - - -- - - - - _ - -�r � -t �►� - ---�� _ Jn -- - STREET BARRICADE ' I UNDERGROUND FL.ECTRIC - - T " -�F - - r- - - - -�'�`1 •`� EXISTINC STREET LIGHTr- - _ - - - - _�� _. __ - _ �- yy __I -_ - _ - •; \ TELEPHONE RISER H � WELL - AS NOTED I I I / / I •,�• Q Q Q w i FCNCE - AS NOTED --f SURFACE STORM WATER DRAINAGE I I I / Qd`' / • —_--- IIIA •,t, � � � � MONUMENT BOX _-- - 3 CONCRETE SURFACE I I I I 7 �� / �I '� �- o ' SHEET INDEX m °- y r BRUSH/TREES I I ` I ✓ ua m m 0 Z RIM TOP OF MANHOLE RIM I I -o" '� I W Z U W INV INVERT OF SEWERLINE I I I I I -1 1 �' L T1IIE SHEET CD Q > � Q WETLANDS I I I A /,' w � w 0 U ROCK OUTCROPPING I I I �__--� 5 /� 2-3, CIONSIRUC'IION `# CQ�1ROL NOM 0 Q f/) HANDICAP RAMP do SIDEWALK I I t '" �, wE►LnNpS •f I•� :';; `' �� 4. GRAI)ING FRf.SON` TIROL PIAN I I I 7'*)I WIE PIAN I {{ I I �• rr'� '/ 6. SIREET PROFII.ffi 1` I c-���- �yLj J r? I 7. 3POIRM DRAIN PL01 ` � 14j ° ocli N oU v c, ABBREVIATIONS �_ ��`.• �a ,fi,� & sroRM DRAINPR��F+IIPS � � P. 9. SANITARY SEWER PLAN c f' AC ASPHALT CONCRETE PC POINT OF CURVATURE i I I I I O �� �`••• 1� � /`�� �� o ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE I I I R SAN[TARY SEWER PROFILES AB AGGREGATE BASE PC POINT OF INTERSECTION I I I �•• :P440V Q BCR BEGIN CURB RETURN IE PROPERTY LINE ( I " \ '• LL WATER PLAN BM BENCH MARK I I � � - - -- -- - � PRC p01NT OF REVERSE CURVATURE 1 ' BVC BEGIN VERTICAL CURVE I I I , - - - O �•.r0000, 12-13 COMMUCIION DETAILS PT POINT OF TANGENCY CIP CAST IRON PIPE PVC POLY-VINYL CHLORIDE I ; I I C� O ` \� \� U PLANTING PLM CJ CONTROL JOINT R RADIUS I _ CL CLASS RCP REINFORCED CONCRETE PIPE 1 _ -- - - ••'� 12 PLANTING DETAILS CENTERLINE R/W RIGHT-OF-WAY - - - _ ' \ 1 01 SITE LIOIIIM PLAN CMP CORRUGATED METAL PIPE S SEWER 12 CMU CONCRETE MASONRY UNIT SD STORM DRAIN ---- 1 CO CLEANOUT SL SEWER LATERAL -- CTV CABLE TELEVISION STA STATION DI DROP INLET .4DIP DUCTILE IRON PIPE S'fD. D•IL. STANDARD DETAIL «a T TELEPHONE E ELECTRICALTB THRUST BLOCK PUBLIC INDEX ECR END CURB RET-URN ml TC TOP OF CURB EJ EXPANSION JO NT TCN TOP OF CONCRETE .Ss EL ELEVATION TD TOP OF DIKE R OF 1 PUBLIC WA1MR/SANII'ARY SEWFR EVC END VERTICAL CURVE TF TOP OF FOOTING S I T E M A P COMri®eIM PLAN EX EXISTING TG TOP OF GRATE FF FINISH FLOOR TI TRAFFIC INDEX, I 1"=50' FG FINISH GRADE TL TRAFFIC LIGHT FH FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE TYP. TYPICAL FLG FLANGE TW TOP OF WALL G GAS VCP VITRIFIED CLAY PIPE GM GAS METER VPI VERTICAL POINT OF INTERSECTION 0 GB GRADE BREAK W WATER GSP GALVANIZED STEEL PIPE WIVI WATER METER HP NIGH POINT WV WATER VALVE L CURVE LENGTH p DELTA (CURVE CENTRAL ANGLE) LF LINEAL FEET % APPROXIMATELY *� �,�p �+� �p �p�r AT �p� 1 �D�OT T� - A j M H MANHOLE PERCENT U'�'�U CONFAINEES � A� HOUR 7 ONE V 11\JC L� TOTAL SQUARE FOOTAGE � till V Al pU MJ MECHANICAL JOINT < LESS THAN -- -- -- --- - N.I.C. NOT INCLUDED IN CONTRACT > GREATER THAN m OCEW ON CEIJTER EACH WAY WATER - CITY OF TIGARD 4I S103000 l ONE CALL SYSTEM -- 503-246-6699 7 BUILDINGS =34,111 SF OR 0. 78 AC � 7 , . SEWER - CiTY OF TK3A1'.D 90(i-d39-4171 (VERTLON, NW NATURAL. GAS, NEW A.C, PVMT & SIDEWALK =33107 SF OR 076 AC y p KIORM - CITY' OF 'HOARD SI D-6�-�4171 CITY OF TIGARD WATER DEPT:, ��`-'� ►O -- — -n = M GAS - NOICINWFST NATURAL 113-7.a6-r1?21 PORTLAND GENERAL ELECTRIC) TOTAL_ NEW IMPERVIOUS AREA =67,218 SF OR 1.55 AC t7 =! �= POWER - Ppm GENERAL �rECIM }773 .Rpp 0 ® EXISTING IMPERVIOUS TO BE REMOVED =10,868 SF OR 0.25 AC o BENCHMARK TELEPHONE _ VEREM _ -M„ REPAIR EMERGENCIES TOTAL SITE AREA =6.13 AC CABLE - AT&T BROADBAND - 887}824-6264 "?THWEST ,NATURAL GAS -- 800-882-3377 EFFECTIVE IMPERVIOUS AREA FOR WQ =1.30 AC R iF1 S 1 a WASHROUTION CUUNTY BENCIDIIARK NO. 4L ML BLVD. AT FANNO CSC SM DLA SBI, IN NW CORNER OF COP CRE 18 S�WALg ON HRIDOB VERIZUN - 800-483-2000 Z' OVER FANNO, CRS FORTS OF OMARA S1'RM ON HAM BLVD. PORTLAND GENERAL ELECTRIC - 800-542-8818 ggVAn)N.14M AT&T BROADBAND - 503-617-1212 CLEANWA TER SERVICES - 503-846-5220 OR 503-,846--5221 L CITY OF TIG.4R0 WATER f EPT - 503-639-1514 CITY OF TIGARDw T_ o THE CONTRACTOR, IN LOCATION AND PROTECTING UNDERGROIIND UTILITIES Approved.•.• , "'•' "I cn C;o.)ditlonaily 1lpproved..•.• MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571. For only the work as desr.rll4d In: PERMIT NO.3T_2'1.W3::: ,=4 ( ): PROJECT FANNOPONIE Hall Blvd. 13710 See Letter to: Follow•..,.,.,.. -- SIT2003-00001,PLM2003-00033 Attach.-••••.......• • '(,f )' NO. 3" 1 of 16 Job N:\prof\328.011\dwg\32811TIT.dwg - SHEET: Engineering Feb 27, 2003 - 1:05am ti.• - - - - - B . Date: TYPE NOTICE: IFTHE PRINT OR TYPE ON ANY I I I I I I I IIIIIII I I I I I I I I I I I 112 I I I I I I I III I I I I I I I I I I I I I I i I I I I I I I I I I I I I II I L I I I I I I I I I I I I I III IIIIIIIII I III I I !I I I I I I I I III IIIIIII I I l I l I i I I I l I l I l III I I I I I I I III I I I I I I I V I h I�jI )) ' (_L IMAGE IS '.!OT AS CLEAR AS THIS NOTICE, l i It _ _ 21 �l ��- - - -�L-- -�- � - --- -�I - _- �l - lU�--- �- �►�.I / V No ITIS DUC TO THE QUALITY OF THE 38 _ , ORIGINAL.. DOCUMENT 8Z BZ LT 9Z Z ✓Z �11 �17 I IIi III11 111IILLIIIII►►IIllllllll i ILII IIIIIIIII IIII.!III LI 11 III l I II IIIIIIIII III.III�I� • .. co CONDIT IONS � ° cqcqGENERAL -- CONSTRUCTION NOTVS � ' ' 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 7. CONTRACTOR SHALL REMOVE- AND DISPOSE OF TREES, STUMPS, BRUSH, 9. ASPHAL.)- CONCRETE PAV,:ME'vT MIX TO MEET THE CRITERIA SET STREETS AND HIGHWAYS", U.S. DEPARTMENT OF TRANSPORTATION, FHWA, MILLENIUM EDITION. ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND IN ALL FORTh IN THF LATEST ODOT SPECIFICAnoN 00745, AS MODIFIED x 2. TRAFFIC CONTROL_ STRUCTURAL- FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL SHALL BE PROVIDED FOR BY' THE. CONTRACTOR IN A( „ORDANCE WITC7 H THE CITY'S STANDARD SPECIFICATION SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET LOCAL REGULATIONS. FOLLOW THE REQUIREMENTS OF THE LATESI COPY OF THE ODOT AND, IN ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED TRAFFIC CUNTROL PLAN. A COPY OF THE APPROVED C0NT.RACJ0R h1yA( QEX!V GUILDELINES. . CONSTRUCTION VEHICLE. AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TRAFFIC CONTROL PLAN SHALL BE AVAILABLE A - INE WORK AREA. 8 ,,, 0 TO BE ON PUBLIC RIGHT--OF--WAY. 10. ALL F+�A1M,�TCRtif �E�IVEF AND C.B. RUNS SHALL BE THOROUGHLY � S PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM CLEANED, MANDRELEU IF**PVC, AND VIDEO TAPED FOR r0 THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS ���`�7 �*��ry�i �T(J ACCEPTANCE., PER R&O 00-07 ' � TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT, TUALATIN FIRE & RESCUE, ETC) AND 10 TRI-MET AND 71GARD AND EM Ll l iO 1\ z M,o BEAVERTON SCHOOL DISTRICT Q CO I. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY DEPARTMENT PRIOR TO STARTING DEMOLITION WORK. WITH APWA 204.3.09 . THE MAXIMUM DRY DENSITY OF COMPACTED MA 1ERIALS L 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF SHALL BE DETERMINED THE MAXIMUM M T99 OR T180. �' LO i AN ADVANCE NOTIFICATION SIGN AT EACH F.ND OF THE CONSTRJCTION AREA 72 HOURS (MIN) BEFORE INITIA17ON OF CONSTRUCTION WORK, Q M 01 w 2. RLMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIA! & UNDER- 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICES AND MAIL GROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN AMD THE CLEANUP OF DEBRIS PER CITY OF >tGARO ENGINEERING STANDARDS. x 0 v, SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. IN THE' CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. ° 6. TRAFFIC C014TROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO IN177ATION OF CONSTRUCTION WORK AND SHALL • BE EFFECTIVELY MAINTAINED. J. IT SHALL FIE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE w 'WATER ��1►7� AND COOFOINATE THE REMOVAL OF EXISTING UTILITIES OR PROPER 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOT BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH DISPOSAL AN./OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, FRIDAY, BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NUR BETWEEN 9.•00 P.M. TO 9:00 A.M., SUNDAY. IF THEY ARE TO REMAIN (SEPTIC TANKS, LINES, ECT.). IT SHALL ALSO 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING a 8. MINIMUM ]RAVEL LANE W1D111 SHALL BE TWELVE (12) FEET, PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. BE THE RESPONSIBILITY OF TqE CONTRACTOR TO CONTACT THE STATE CONSTRUCTION ON WATER LWES� AND TO RECEIVE A TPW (CITY OF TICARD PUBLIC WORKS, WATER DIVISION) OF OREGON WATER MASTER .103--681-7018 TO APPROVE THE FILLING STAMPED APPROVAL ON CONSTRUCTION PLANS. 9. LLE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISANG WATER WELL. CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY 2. THE CONTRACTOR SHALL MAINTAIN ONE SEI OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITYS INSPECTOR (MICHAEL WHITE) GRADING NOM AT ALL TIMES. AT (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING. 1r'_ 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR (MICHAEL WHITE) AT (503-639-4171) ]YYF_NTY-FOUR (24) 1. THE BRUSH AND ]BEES FROM THE CUT AND FILL AREAS SHALL BE 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS W 771IN NEW SUBDIVISIONS. m HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED COMMENCING CONSTRUCTION TO SCHEDULE A INSPECTION, AND AFTER COMPLETING WORK REMOVED FROM THE SITE OR DISPOSED OF AS DIRECTED BY THE COVERED BY THE PERMIT. ENGINEER. INE STRIPPINGS MAY BE` SPREAD OUT IN 8 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMM LIFTS TO A MAXIMUM PRECONSTRUCTION MESSING. TELEPHONE 503-639-OMM 12. A COPY OF THE PERMII AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUC�ON PLANS AND ALL AMENDMENTS DEPTH OF 1' OVER THE LOTS, WHEEL ROLLED, GRADED AND SHAPED ,0 DRAIN 4171. SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS TO STREET OR REAR LOT DRAIN WHFRE APPLICABLE. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIARON) STANDARDS. c N TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE THE CITYS STANDARDS AS REVISED 1. EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSINUC]lON OR FILLS TO BE z JUL: 15,1998 APFNDIB D, PAGE Y, R SPECIFICATIONS AND TO THESE GF_NERAL COND1110NS. CHANGES TO ANY OF THE AFORESAID CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND 6. ALL WORK WILL. BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. > � MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. ALL w 13 MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. IHE WORK AREA AND EMBANKMENTS, FILLS AND BACKFILLS WITHIN .3 FEET OF ESTABLISHED SUBGRADE SHALL 7 ALL PUBLIC WATER PIPE AND FITTINGS SHALL. BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND x APPROACH ROADS SHALL BE MAINTAINED IN I CLEAN CONDITION, FREE FROM OBSTRUC71ONS AND HAZARDS. A COPY OF THE BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. BELOW THE 3 FOOT LIMIT, MADE IN THE USA. PIPE SF+A'L BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT ;41E WORK AREA. COMPACTION SHALL BE 90 PERCENT. MATERIALS WITHIN I FT: I 3-INCH MAXIMUM AND (M BELOW ROADBED SUBGRADE OR STRUCTURE FOUNDATION ELEVATION SHALL BE (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. ALL PRIVATE WRIER PIPE AND FITTINGS SHALL BE C-900, 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED SHALL BF COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. SHOWN ON N PLANS. AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE J. STRUCTURAL FILLS SHALL COMPLY WI1}1 GRAPIER 33, SECTIONS 3309.4, 3309.8, AND 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILLSHA " CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. LL BE 3/4 -0 w 3305 OF THF UNIFORM BUILDING CODE, CONSTRUCTION ON EXISTING SLOPES GREATER GRAVEL. .5. EFFECTIVE EROSION CONTROL IS REQUIRED, EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO 71,E EXISTING BANK A MINIMUM OF REQJIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN F40ST 13F PROVIDED. LZ EROSION CONTROL. THE FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36r OF FIPSHED GRADE, OTHE.RMSE VALVE OPERATING NUT 3ENCH, T7-IEN PLACING A SIX INCH LAYER OF 1 1/2"-0" DRAIN ROCK, AND FINALLY EXTENSIONS WILL BE REQUIRED. 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUSI, COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL EXISTING SIGNS, PAVEMENT MARKERS, MAILBOXES, EIC., SHALL BE REESTABLISHED, REINSTALLED OR REPLACE, WITH LIKE KIND AND BF_ COMPACTED IN LAYER'S NOT TO ,EXCEED 8 INCHES. EACH 8 INCH LAYER SHALL BE /� &' ��' '1 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED MATERIAL. , -�F er, rc COMPACTED TO A MINIMUM OF, 90 PERCENT AASTHO T-180 DENSITY. THE FILL SLOPES AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED SHALL NOT EXCEED 2.1 AT FINISHED GRADE. NO ROCK OR SIMILAR MATERIAL EXCEZDING THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY A 12 INCH DIAMETZ 4 SHALL BE ALLOWED IN THE STRUCTURAL FILL 11. A 4"X4"X8'-0" PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE. OF WORK T) ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 4. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED 8Y INE OREGON UTILITY N0'IF1CA]lUN CENTER. SAID RULES ARE SET FOR IH IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE A MJA_ ' IPT TEE AND 2" IPTX100 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. u, � w I ,F-- �- IN OAR 952-001-0010 THROUGH OAR 952--001-0080. COPIES OF' THE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING I- Q s 503--246-1987. 1F YOU HAVE QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED 5. ALL COMPACTION SHALL MEET THE PEQUIREMENTS SET FORTH IN THE APWA 12. PRIVATE FIRE_ HYDRANT ASSEMBLYS CONSIST OF A MJX6" FLG. (FLANGE) TEE, 6" FLG.XMJ GATE VALVE, 6" n 0 G AT THE PERMIT HOLDERS EXPENSE. STANDARD SPECIFICATIONS (1990 WITH AMENDMENTS). MJXMJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION F=IRE HYDRANT, A-442, 6" MJ, 5-1/4" MVD, F' 19. THE CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START 3--PORT (2-2 �" NST ;LOSE CONNECTION, 1-4 F NST PUMPFR), 1 F PENTAGON OPERATING NUT, OPENING��ANITARY SE�'VER �►)1 r�71 r� >- LEFT, COLOR: RED; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW OF WORK POTHOLE BEFORE DIGGING IF NECE.SSAR1). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE_ OF WORK - MEDALLION. >_ mm co I PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 1. ALL. CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE K17H THE CLEAN WATER SERVICES (CWS) OF WASHINGTON 13. EACH FIRE HYDRANT- SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WIN 1 X CUBIC YARDS COLD-MIX AC OR HOT-MIX BASE Pn'viiv'G) 20. A TEMPORARY HARD-SURFACE PATCH ( ' „ z 7 w w w SHALL BE PLACED ON TRENCHES WITHIN ROADWAY_ COUNTY (AGENCY) R&O 00-07 STANDARDS AND SPECIFICATIONS OF CRUSHED 2 -3/4 DRAIN ROCK. TAPPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE c2 Q AT THE END OF EACH DAYS WORK. NO TRENCH, ON S17E OR OFFS;TE SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. AND CITY OF TIGARD ENGINEERING STANDARDS AND SPECIFICATIONS. ROCK FROM EARTH COVER. a � 2 a n THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 2. MAIN LINE PIPE SHALL. BE 8" PVC AND SERVICE LATERALS SiI,-,LL BE 6" 14. ALL SANITARY SEWER LINES WITHIN 10 FET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE 21 WORK PROVIDED FOR UNDER THE PERMIT SHALT. INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, PVC CONFORMING TO ASTM D-3034, SANITARY SEWER PIPE SHALL BE GREEN ENCASED 1N A RCWFORCE.O CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 ,i-f.T ON BOTH SIDE OF THE. IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK IN COLOR. CROSSING. WHERE" CROSSINGS ARE NECESSARY, THEY MUST BE MADE_ AT APPROXIMATELY 90 DEGREES WITH NO AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. O 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 22 ONE AS-BUILT XEROX VELLUM DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED MAIN AND TO WITHIN 5' OF THE BUILDING. 711E END OF EACH LATERAL SI14LL BE -• tiJ CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENTS WHICH MAY IMPACT AN EX17ING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED MARKED WITH A 2."x4" PAINTED GREEN EXTENDING FROM THE INVERT TO 15. ALL MAINS WITH A STA17C PRESSURE UP l0 100 PSI !POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 c t TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN 'ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE" AS REVISED A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE PS! FOR 1 HOUR W1TH A MAXIMUM LOSS OF 5 PSI. 07� TER MAINS WITH A STf TIC PRESSURE GREATER THAN Q--!��`'4j (I- JULY 75, 1998, APPENDIX D PAGE 39. UPON ACCEPTANCE OF' AS-BUILTS, A COMPUTER DISK OF AS-BUILTS SHALL ALSO BE SUBMITTED TO THE CITY. DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE rL'R 1 HOUR WITH A MAXIMUM a ? Ncr 23 A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINF_ "AS-BUILTS" (OF EITHER OR BOTH THE STORM 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF LOSS OF 5 PSI. C 20>Ln �J o AND SANITARY SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO 1X WIIH A MAXIMUM GRADE OF 1007 (45). 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL �Jj0 ¢�`� m THE SEWER SYSTEM. BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT L�C�" 0 5. ALL MAIN SEWERS SHALL 8E BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE AND AIR-TESTED AFTER THE BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. i 24 THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE Q CWS. MANHOLES SHALL BY HYDRO-STA77C OR VACUUM TESTED. ALL PRIOR USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 25 THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER. PERMIT TO AC PAVING, AND AFTER ONE YEAR. 40-50 MG/L (MILLIGRAMS PER LITER). THE' DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A I HOLDERS ENGINEER OR CONTRACTOR TO VALIDA7T-: CLAIMS OF' MATERIAL OR CONSTRUCTION ADF_QUACY/COMPLIANCE, SUCH 7FSIS/REPORTS CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE. PIPELINE AT A MEASURED RATE WHILE FRESH SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 6. TRENCH BACKFILL IN STREETAREASSHALL BE MADE WITH 3/4"-0" CRUSHED (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHORINE-WATER SOLU77ON IS 26 THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH CWSKACOPIES COMPACTED LSO9S NT TO CITY OF TIGARD. RESULTS TO BE Sl1BM117F.D l0 OF THE SPECIFIED STRENGTH. TREATED (CFILORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG OWNERSHIP DISTURBED BY CONSTRUCTION AC7IVITY, AS EVIDENCE Or DISTURBAN-E RESOLU71ON AND OWNER SATISFACTION. ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RF_1ENT10N PERIOD IS 24 HOURS. AT THE 7 THE CONTRACTOR SHALL PROVIDE 711E ENGINEER A SET OF PLANS END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE' CHLORINE RESIDUAL OF AT LEAST 10 MGA- 27 17XIS77NG A40NUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT SHOWING INE AS-BUILT LATERAL LOCATIONS. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE HOLDERS EXPENSE. PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO PERMANENT SOURrF_ OF SUPPLY. 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED 28 TT1E ENGINEER SHALL NOTIFY THE WASHINGTON CGUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. AND CONNECTION IS APPROVED BY THE CITY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO 9, CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR 07HER SATISFACTORY METHODS OF REDUCING 29 THE PERMIT HOLDER SHALL PROVIDE TO 771E CITY INSPECTOR, IN WRITING, 1N£ NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF CHLORINE RESIDUALS TO A SAFE LEVEL. AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE 7W0 (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION, AND IN GENERAL, WILL BE RtSPONSiBLF_ IN D1SINFECITON SOLUTION, THERE WILL BE ANOTHER 24-HOUR RElENT)ON PERIOD PRIOR �r0 BACTERIOLOGIC4L CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NUnFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES, �I'REET � STORM DRAIN TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. O 30 THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE THE CITY INSPECTOR, IN WRIT1NG THE NAME AND 24 HOUR EMERGENCY BE _ TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUC77ON SAFETY AS PER OR--OSHA, CHAP. 437, DIV. 3 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, OR DUCTILE IRON 17. WATER METERS WILL ALL WATER METERS COO INSTALLED BY TPW UPONNNECTEDTO AN IRRIGATION SYSTEM MUST HAW THE PROPER OREGON STATE 1 SYST UAS REQUEST AND PAYMENT BY OTHERS (OWNERS). CONSTRUCTION, SUB-DIVISION P-EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. (SEE SECT. 3.06.10 FOR CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE z WH17E IN COLOR. SERVICE LATERALS SHA!_L BE 6" PVC CONFORMING TO ASTM D-3034. APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A OCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED 31 IT IS THE SLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF--ENTRY AND/OR EASEMENTS PRIOR TO STARTING ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, Q WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE PROWDED TO 7HE CITY. 7HE CITY SHALL IN NO WAY BE 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION !!l, INDUSTRIAL, AND INSTITUTIONAL. SERVICE, REGARDLESS OF SIZE, SHALL HAVE 174E PROPER OREGON STATE R CONSTRUED TC BE LIABLI. FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. SEC77ON 301.1.01, AND SHALL BE UNCLASSIFIED. APPROVED BACKFLOW PREVEN77ON DEVICE MINIMUM OF A DC'VA INSTALLED ON 174E PROPERTY SIDE_ OF' THE 3. PIPE BEDDING MATERIAL SHALL O METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE 32 BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE MIN A MAXIMUM SIZE OF 3/4"-- CLEAN CRUSHED ROCK 0", UNIFORMLY GRADED FROM RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS NOTTCF_ OF THE VIDEO INSPECTION. COARSE TO FINE_ OR AS APPROVED BY AGENCY OR CITY 18. UPON COMPLETION OF lNSTALLA110N OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW G4 ANY DEFICIENCIES 'HALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. (CWS STANDARDS ,5.02.2; SEE DETAIL SHEET 12) OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED LOX FOR TPW INSPECTIONS, WATER LOSS, .GDqERA.L NOM 4. SERE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE OVERHEAD. ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" MAIN AND TO WITHIN 5' FROM THE BUILDING. THE END OF EACH LATERAL SHALL BE DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS, MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED O 2. THE LOCATION OF F_XIS17NG UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY. THE DEPTH FROM THE TOP OF INF_ 2"x4" TO THE INVERT WRITTEN THEREON, CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE 5. COMPACTION SHALL BE PER APWA DIVISION Ill, SECTION 301.3.07. U SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY U77LITY OR RELATED STRUCTURE AS MAY BE NECESSARY. AOD17IONAL CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681--7044) TO ACHIF_VE REQUIRED COMPACTION. 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION CAN START. 6, TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE F_XCAVA7FD Id THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS TRENCH MATERIAL CONFORMING TO "CLASS A" PER CITY STANDARDS AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR CONSTRUCTION AS-BUILTS ON THE JOB SITE AT ALL 71MES DURING THE & SPECIFICATIONS COMPACT TO 95% AASH TO T99. CONSTRUCTION PHASES. 7 MATERIAL IN SFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO 5. A!-L MATERIAL. SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE SPECIFICATIONS THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED CITY OF TIGARD SPECIFICATIONS PRIOR TO REPLACED WITH 1-1/2"-0" CRUSHED ROCK. 714E ENTIRE SUBGRADE SHALL ------ DELIVERY OF MATERIAL TO THE SITE ANY MATERIAL NOT CER77FIED BY THE SUPPLIER SHALL BE REMOVF_D FROM THE JOB SITE AT NO ADDITIONAL BE THOROUGHLY COMPACTED TO 95% AASHTO T99, COST TO PIE OWNER. N 5 8. CONTRACTOR SHALL NOTIFY ME ENGINEER WHEN SUBGRADE IS , 6. THE ENGINEER HAS NOT BFEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO THE COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE CONTRACTORS SAFETY PRECAU1712NS OR TO MEANS, MEI7IODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FA!'_URE �"~---- CONTRACTOR TO PERFORM HIS/HER WORK. 17 . FANW) F"OME OR DRAINAGE PROBLEMS THE RESPONSIBILITY Of THE CONTRACTOR. Hall Blvd 13710 -------. .-. - ---____ ___ S 2003-00001. PLM2003-00033 N0, 3" N: \prof\328-011\dwg\32811N0T.dwg - SHEET: NOTES (2) -an 1.9, 2003 - 10:.`Onm bef 2 of tg -- - ---- ------ JYPE OONgTAl1C110N NOTICE' IF THE PRINT OR TYPE ON ANY �III3 III I � II III IIJ� IIIIIIllIII1 + L II}1I 00 14 IS NOT AS CLEAR AS THIS NOTICE 15 - ---� 17 IS DUE TO THE QUALITY OF THE No.38 ®X,'��^• ORIGINAL DOCUMENT24X t; 6Z BZ I LZ flZ g1z 6Z EZ Z [Z OZ -6ri 8[ Gt 9t 9 [ 6 [ El Zt it t 6 8 - G - g� 9 fi S l Z -- t, y� VIII II!IIIIIII1111 ►IIIIIII�IIILIIII�IIIIIIIIII11111�LIIIUI 111111 ► LIiIII�I I ► I I I �I I� � II Illill 111 III III I � i lIl III .0 IIIIIIIiI IIIIIIIII II ll,llill IIIIIIIIIIIIII III I III�LIII Illi 1 I LIII II�III! 1 1 j 11ll�l.Ll llli�llll 11llll111ll1111ll11�L11111 � u�u Flu IIIIII�II� co cv 02 ROSION CONTROL NOTIES: FILTER m . .• •�• ••' FILTER rAqRIC MATERIAL FABRIC - • .. : 36" *70t: ROLLS - MAIENIAI USE .STITCHED LOOPS o • •,• • OVER 2"x 2 POSTS r rrhh x 05ION CONTROL NOM PLAN ATION .., ..• 3' MIN. FROM V ' a F •• TOE OF SLOPE _ �, In o� I. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION G'ONIROL DURING A SCHEDULE OF PLANNED EROSION CO&,R0L AND RE-VEGF,ATION MEASURES SHALL BE PROVIDED, WHICH SETS FORT}I THE �':L :'; t LO a CONSTRUC11UN (ANY TIME OF THE YEAR) PER THE "EROSION CONTROL MANUAL PROGRESS OF CONSTRUCTION ACTIVITIES, AND MITIGATING EROSION CONTROL MEASURES. AN APPROVED EROSION CONTROL I` OL OF ADOPTED DATED: DECEMBER, 2000, AND CLEAN WATER SERVICES DESIGN RE-VEGETATION PLAN SHALL BE IMPLEMENTED AND MAINTAINED AS FOLLOWS: o I.I I I I AND CONSTRUCTION STANDARDS, R&O 00-07 CHAPTER 8. �I I' �' _ I �, I. EROSION CONTROL MEASURES SHALL BE INSTALLED 'RIOR TO ANY STRIPPING OR EXCAVATION TION WORK. <�, I s �;,,y, >.: ,,,; 0* w Z. o o 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN I ; .,; ^ _ 4 v APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCA1?ON OF ROADS, 2. ]NF_ APPLICANT SHALL IMPLEMENT ?HE MEASURES AND CONSTRUCT FACILITIES CONTAINED IN THE APPROVED EROSION `� " mmo cli PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITES, UTILITIES, ETC,). -u ' "N CONTROL PLAN IN A TIMELY MANNER. DURING ACTIVE CONSTRUCTION, THE APPLICANT SHALL INSPECT EROSION CONTROL 3. THE IMPLEMFNTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, MEASURES DAILY, AND MAINTAIN, ADJUST, REPAIR OR REPLACE EROSION CONTROL MFASURES TO ENSURE THAI THEY ARE 6' MAX. SPACING Q o w REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE FUNCTIONING PROPERLY. z U� CONTRACTOR (TRITE ALL CONSTRUCITON IS COMPLETED AND APPROVED BY THE CITY OF 3. ERODED SEDIMENT SHALL BE REMOVE) IMMEDIATELY FROM PAVEMENT SUFE ACES, OFF--SITE AREAS, AND FROM THE 4 11GARD AND VEGETATION/LANDSCAPING IS ESTABLISHED, THE DEVELOPER SHALL BE RESPONSIBLE SURFACE WATER' MANAGEMENT SYSTEM, INCLUDING STORM DRAIN INLETS, DITCHES AND CULVERTS. FRCJNi VI W SIDE VIEW a FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UN17L THE LOTS ARE SOLD. 4. WATER CONTAIN114C SEDIMENT SHALL NOT BE FLUSHED INTO THE SURFACE WATER MANAGEMENT SYSTEM, WETLANDS a 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED oR STREAMS WITHOUT FIRST PASSING TROUGH AN APPROVED SEDIMENT FILTERING FACILITY OR DEVICE. ANGLE BOTH ENDS OF- FILTER FABRIC I IN THE FIELD PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE TO ASSURE SOIL IS TRAPPED 5. IN ADDITION THF APPLICANT SHALL CALL FOR CITY INSPECTION, PRIOR TO THE FOUNDATION INSPECTION FOR ANY � NOTES: a BEYOND THE F1A(,GED CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BUILDING, TO CERTIFY THE EROSION CONTROL MEASURES ARE INSTALLED IN ACCORDANCE WITH THE EROSION CONTROL PLAN. �. BURY BOTTOM OF FI " 8Y THE APPLICANT1CONIRA CTOR FOR THE DURA17ON OF CONSTRUCTION. � FILTER FABRIC 6 n n VERTICALLY BELOW FINISHED GRADE. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION W11H ALL �� �T ?_. 2"x 2" FIR, PINE OR S1EEl. CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT CE N� AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. THIS INCLUDES, BUT IS NOT LIMITED 10 WATER -' FENCE POSTS. i 1 ENTERING THE DRAINAGE SYSTEM, ROADWAY, OR ANY WOLAITON OF APPLICABLE WATER STANDARDS. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL. CUT TO THE LENGTH OF THE INTERLOCKED 3. POSTS TO BE INSTALLED ON 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED BARRIER TO AVOID THE USE OF JOINTS. WHEN JOI;JfS ARE NECESSARY, FILTER CLOTH SHALL 2"x 2" POSTS UPHILL SIDE OF SLOPE. SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE BE SPLICED TOGEIHFR ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND AND ATTACH 4. COMPACT BOTH SIDES OF FILTER FABRIC - -} UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"X2" POSTS AND ATTACH AS '10-PlIliEw TRFNCH. SEDIMENT-LADEN WATr^ DO NOT LEAVE T14E SITE. SHOWN ON SEDIMENT FENCE DETAIL. 5. PANELS MUST BE PLACED ACCORDING 2. THE FILTER FABRIC' FENCE SHALL BE INSTALLED TO FOLLOW THE" CONTOURS WHERE FEASIBLE. TO SPACING TABLE 4-7. THE ESC FACILITIES SHALL BE INSPECTED DAILY 8Y INE APPLICANT/CONTRACTOR AND z MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY LST z 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF INTO THE GROUND A MINIMUM OF 24 INCHES. SED FENCE U, ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. J. THE FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICLE BURIAL OF 6 INCHES. ALL NOT TO SCALE 9. ALL EXPOSED SOILS SHALL BE PROTECTED FROM EROSION. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND REF: EROSION PREVENTION & SEDIMENT CONTROL PLANNING & DESIGN .MANUAL, DETAIL 4-16 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A COMPACTED ALONG THE ENTIRE DISTURBED AREA. DECEMBER 2000 TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALT_ BE CLEANED PRIOR 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS TO PAVING . THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT--LADEN WATER INTO THE FOR 2"X2" POST INSTALLATION. S17TCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE DOWNSTREAM SYSTEM. OF THE SLOPED AREA. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. w CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. Q a MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 6. FILTER FABRIC FENCES SHALL BE. INSPECTED .4Y APPLICANT/CONTRACTOR IMMEDIATELY AFTER 12. ALL WATER QUALITY/QUANTITY FACILITIES SHALL BE PROTECTED FROM EROSION, AND EACH RAINFALL AND AT LEAST DAILY DURING PHui.ONGED RAINFALL. ANY REQUIRED RERA/RS o z MAINTAINED IN THEIR ENTIRETY, IF ANY SEDIMENT BUILD UP OCCURS. THIS INCLUDES, BUT IS SHALL BE MADE IMMEDIATELY. NOT LIMITED TO THE MATTING OF ALL EXPOSED SOILS, PPIOTECT70N OF ALL SLOPES, AND / d ESTABLISHMENT OF VEGETATION PER THE DESIGN AND CONSTRUCTION STANDARDS, ETC. 13. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT ���,` SURFACES ARE COMPLETED AND/OR VEGETAT10N IS RE-ESTABLISHED. �`- `�C� 14. AT NO TIME SHALL MEASURABLE SEDIMENT ACCUMULATE UPSTREAM OF THE EROSION MEASURES AT A CATCH BASIN OR INLET STRUCTURE. d Q 15. PAVEMENT SURFACES AND VEGETA]TON ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. cr 16. SEEDING, • , , MULCHING AND REVEGETA TION SHALL BE PERFORMED NO LATER THAN SEPTEM9ER 1 FOR 6 . ,.fie,,;.1•:,;.a' o•. EACH PHASE OF CONSTRUCTION. 17. WHEN SEEDjPLANTINGS ARE PLACED, THE OWNER/CONTRACTOft WILL MAINTAIN THEM UNTIL THE m G VEGETATION/PLANTINGS ARE WELL ESTABLISHED. - Jam. m RADIUS = 25' MIN. IN Quo���\P z w 18. IF THERE IS EAPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM NOVEMBER T THROUGH APRIL 30, N Q > Q THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, g P1� �a 05 o w w 0 < J EROSION CONTROL MANUAL, FOR REQUIREMENTS. 6 w a. N 19. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED, OR THE SOILS ARE COVERED AND PROTECTED FROM EROSION BY PERMANENT SURFACES, SUBGRADE REINFORCEMENT 1 20. ALL ESC MEASURES TO BE 1N PLACE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CWS GEOTEXTILE, AS REQUIREDN, INSPECTOR, PRIOR TO ANY CONSTRUCTION, ; 'J 21. CWS ESC HCILINE 503-844-8444, CALL BEFORE STARTING ANY WORK. LEAVE YOUR PROJECT NAME, X20' MIN, FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL • ��� tiJ I LOCATION, CONTACT TELEPHONE NUMBER, AND THE INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION NOES DIM , Z 4, n ENSIONS: u. NGS, AND DATE ANTICIPATED FOR START OF WORK.MEETISINGLE FAMILY.• � z N W .. 22. IT IS STRONGLY SUGGESTED THAT APRE--CONSTRUCTION MEETING BE HELD PRIOR TO ANY SITE WORK. Lu 20' LONG BY 2U' WIDE `ZQ> 23. RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS: 8" DEEP OF 3/4" MINUS CLEAN ROCK. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE ffj ��, _ OTHER DEVELOPMENT SITES: SUBSTITUTED IF APPROVED BY WhSN"vGTU": COJNIY. �v( A. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): MAY BE USED SHORT TERM 50' LONG BY 20' WIDE ELKW/ UTILITY WORK AND W/ 3-6" CLEAN ROCK. CRE DWARF PERENNIALEPING RED FESCUE, 2U% BY 0% BY WEIGF,T SS, 80% BY WEIGHT; PHASING OF DEVELOPMENT GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE y CRE APPLICATION RATS_: 100 POUNDS MINIMUM PER ACRE. FABRIC TO PREVENT .SUB-SOIL PUMPING. .= B. STANDARD HEIGHT GRASS MIX GRAVEL CONSTRUCTION CE ANNUAL RYE-GRASS, 40% BY WE.'GHT, '. T TURF-TYPE FESCUE, 60% BY WEIGHT; - �T.;, _ APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. ..';i y r NOT TO SCALE 1, II$ ® j; REF. EROSION PREVENTION AND SEDIMrNT CONTROL PLANNING AND DESIGN MANUAL, DETAIL 4-5 24. WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ':a DECEMBER 2000 ONE HALF (1-1/2) TONS PEI? ACRE. 1 { }} 25. SPECIFIC METHODS OF SOIL EROSION AND SEDIMENT CONTROL SHALL BE USED DURING CONSTRUCTION TO MINIM17.E VISIBLE AND MEASURABLE EROSION. 26, THE LAND AREA TO BE GRUBBED, STRIPPED, USED FOR TEMPORARY PLACEMENT OF SOIL, OR TO OTHERWISE EXPOSE SOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTPI►;;TION SITE: ONLY. CATCH BASIN AREA DRAIN 27. CONSTRUCTION ACTIVITY WILL TAKE PLACE DURING THE DRY SEASON(JUNE-'OCTOBER), WHENEVER FEASIBI_F, AND THE DURATION OF EXPOSURE OF SOILS SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. 28. EXPOSED SOILS .SHALL BE COVERED BY MULCH, SHEETING, TEMPORARY SEEDING OR OTHER SUITABLE. MATERIAL FOLLOWING GRADING OR CONSTRUCTION, UNTIL SOILS ARE STABILIZED, DURING THE RAINY SEASON (NOVEMBER A A THROUGH MAY) SOILS SHALL NOT BE EXPOSED FOR MORE THAN 7 CALENDER DAYS. ALL DISTURBED LAND AREAS WHICH WILL REMAIN UNWORKED FOR 21 DAYS OR MORE DURING CONSTRUCTION SHALL BE MULCHED AND SEEDED. ! FLOW r 29. LURING f)NSTRUCTTON, RUNOFF FROM THE SITE SHALL BE CONTROLLED, AND INCREASED RUNOFF AND SEDIMENT j,�} RESULTING FROM SOIL DISTUPBANCE SHALL BF. RETAINED ON-SITE. TEMPORARY DIVERSIONS, SEDIMENT BASINS, O CHECK DAMS, OR Oi;'ER METHODS SHALL BE PROVIDED AS NECESSARY TO HOLD SEDIMENT AND RUNOFF. - Z ., 30. A STABILIZED PAD OF GRAVEL "HALL BE CONSTRUCTED AT ALL ENTRANCES AND EXITS TO THE CONSTRUCTION SITE. y. THE STABILIZED GRAVEL PAD .SHALL BE THE ONLY ALLOWABLE ENTRANCE OR EXIT TO THE SITE. PLAN O t� 31. TOPSOIL REMOVAL FOR DEVELOPMENT SHALL BE STOCKPILED AND REUSED ON-SITE TO THE DEGREE NECESSARY TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL OR ENHANCED CONDITION, OR TO ASSURE SUFFICIENT STABLE 0. �>> 'FLOW TOPSOIL FOR RF_-VEGETATION. ADDITIONAL SOIL SHALL BE PROVIDED IF NECESSARY TO SUPPORT RE-VEGETAITON. ^ ,32. THE REMOVAL OF ALL SEDIMENTS WHICH ARE CARRIED INTO THE STREETS, WATER RE-SOUPCES OR ON TO ADJACENT W �✓ PROPERTY ARE THF_ RESPONSIBILITY' OF THE APPLICANT. THE APPLICANT SHALL BE RESPONSIBLE- FOR CLEANING UP AND REPAIRING STREETS, CATCH BASINS, WATER RESOURCE AREAS AND ADJACENT PROPERTIES, WHERE SUCH PROPERTIES �- DITCH BOTTOM ARE AFFECTED BY SEDIMENTS, OR MUD. 1N NO CASE .SHALT. SEDIMENI,; BE WASHED INTO STORM DRAINS, DITCHES OR - DRAINAGE WAYS. SECTION A-A NOTES: 33, ANY 0714ER RELEVANT PROVISIONS OF THE "EROSION PREVENTION AND SEDIMENT CONTROL PIANS TECHNICAL GUIDANCE i. ADDITIONAL MEASURES MUST BF. CONSIDEREDHANDBOOK (CITY OF PORTLAND BUREAU OF ENVIRONMENTAL SERVICES AND CLEAN WATER SERVICES OF WASHINGTON DEPENDING ON SOIL TYPES. COUNTY, REVISED FEBRUARY 2000), REQUIRED BY THE PLANNING DIRECTOR. DITCH INLET 2. BIOFILTER BAGS SHOULD BE STAKED WHERE- APPLICABLE USING (2) 1-x2" WOODEN STAKES OR APPROVED EQUAL PER BAG TEMPORARY BIOFILTER BAGS r LU 4- �' NOT TO SCALE i �, REF: EPOSION PREVENTION & SEDIMENT CONTROL PLANNING & DESIGN MANUAL, DETAIL 4-'24, u' DECEMBER 2000 PROJE�1 FANNO POWE Hall Blvd. 13710 - -- -- -- N.• \prof\328-011\dwg\32811NUl.dwg - SHEEP NOTES (3) Jan 29, 2003 - 10:51am bef SIr2003-00001. PLM2003-00033 NO. 3" 3 of 16T YP E CONSTRUCTION NOTICE- IF THE PRINT OR TYPE ON ANY ' l l l l l l� l l !III ! III III I l l l l I I I I I I I I ! I I I ! IIIIIII IIIIIII IIIIIII I I ! I I I IIIIIII IIIIIII I I I � I I I I � I 1111 IIIIIII IIIIIII IIIIIII VIII i��_ IIIIIII IIIIIII III III IIIIIII III III I+III i �� � � �� �O,� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1l I - I 3 4 6 I rf I I II I 10 o + I I-- -�-- _� - -- � - - 8 9 � 11 I 12- 1 ITIS DUE TO THE QUALITY OF THE _ No 39 ORIGINAL DOCUMENTI 1- Il�l��l�l ���� II�IIIIIIII►I►I�� IIIII►IIIIII�fII�► II�ll►l�lllll ���� IIII ��� � ►fl �� sill I , 1 S 6ti 8� LT, 91Z 6Z I E�Z II ZI I Ili11 Ou 6�[ 8i Gt 6i Ei[ �I ii �I i6 8 L 9 4 s z i 9i sil -� - II►►II Illlfll►l Ill► ►Ill lllllllll ill�lllllll�llllll IIII � ► � I ►I 1111 I►!Il►►►1►►I► lI►►IIIIl�►1►11 ► i Illlll l�lllllllll iJlll!!! Illy . 111 I III I T l��lll Illll lel � ll�llWlllllll 11L IIID II! N ♦ • , • Y CON9MUMON NOTES: MENU o •159. ' I ANY EXCESS STRUCTURAL FILL TO BE `40•-�`_ FX i-FT CONTOUR o.y 0160 TRANSPORTED TO CITY .SITE PER CITY'S x co EX 5-FT CONTOUR GEOTECHNICAL RECOMMENDATIONS. ai o - 159 -- F G I--FT CON TOUR 2. ALL BUILDINGS, DRIVEWAYS AND u ,on FG 5--F/- CONTOUR SIDEWALKS TO BE REMOVED FROM THE a EX TREES TO REMAIN ARE SHOWN z o m tR[ES TO BE REMOVED ARE NOT SHOWN ' m 0 �a I ax�c SEDIMENT FENCE. S t N cn RETAINING WALL I o w BIO-BAG BARRIER v 7 w E• O cf1 ce LL- Hd SE I 1 IID / i , / .r•^'_" ..'.•-r / r, r s»r ,' \�` , � � � \ r _ � 4 / �,I JOrd 0 w, 10 1LLJCE sk , I "�► �-. . ..__ - .._. -. .._.. . _ _ \ - - ..� � � n.z- .R•a• - .i"' Yralg a �i ` � J1 ,,,, .,. _ .,1 I . LLJ .I -woc_-v......�-r._--tea_= >z .ms r.-. ... -•'� _ ti i I ,':1 ! --_-- _--z-•mom-- -.._ _ __ _ . ,^ A• I .r' .. ', "_'may"•:- �' ...... . _ I 00 V r 1 r '---1---•i ... i 1 I i • _ r•r,_••+a,-...r- -_ -.. _ p/ - + ..._,.__ -ti. .._ ...a....c �:s.. 1 +rs' "_ , ,♦ / , r _.. -�.. '��r� . U _' --` _•- '..r..`e -a-.a_-sr-+r-_sem-_-; ` _ _ -fir-.rte ..• r+ ..r- w► ._ _rr.a- -- _.aa., s• -+aY..+rF:_ .:�.. r -,,rte^'� \ \ ,'"' -- ... .. ._.. . . ' ^' + N N N N I ✓ - -�- _ '_ -� r •ice.- 13fZ- � ' •.� .J! �r`{.. •_.. _ + „ ALDER I ! \) \. � �-- _._ _ _ _ -�__ 150. p ` •'� .,� ♦ „ . o 0 0 0: 1 I I f'--amu r \ . l -.. �� __*13`ASH I I t rJFjLj' /" ,' -,,,,,,j• I ( ! ! I % i '� f. C ` ..ta {Y:... � : M . .. m m z M °- ! /� / 51.05 P, 1 d �,, 1 J 14 ASH o Z I O • 1 ( I f ! / _ ' �. meg„ 1 ,� 1\1� a w � r ^ PO '� / ,rl _ ! i+ �`` 1 \ ,•'1 ` `\ I / 1 14"r�Jl7 a N w 0 x ca-ce U1 �� I / _ _ �` 51.21 1P 4 1'1' \ • ` / fi 20 ASH 1151.15 ]P t l ` • TS2 1 �---"� 16"ASH C 10 AS Vi --_ ---� `' / \ I H 4 ASI tiJ 151,19 TP l I ' i 4` N I 141*�� :t - " =� j ?p �. 151,30�j' r /: ASN 2 N � N = ! 1 IUj ! 4_ �,'" fir, ` - 1.7 7 + /: Z1"ASHD 5 33"A S1+ v o I- 4 1 i � ' I it ��• l � I DII?EGT WA TER COLLECTED I'l'- .� ...-f-s / 1 -mo`''t i 2 /� YVETLANDS / / 3-J4 1 A »`i �( o INSTALL SEDIMENT �l ASH EXISTING D IVEWAYI ND �� I I • BY INE TEMPORARY CULVERT 1. rl, CULVERI� BE REMbVE 1 I I TO NATURAL DRAINAGE WAY CE, TYP. ! 1 16 �' / i e AS NECESSARY. t ! P GB' l d IE=154'100 tJ ! ! -a 155.13''1P 5„ it I I f .I; - -� .._...- _ _� .4 c� ASH1 1 .73 5.. TP '-----_ . - ' �• ��j , / • I I -15' _ 4� 4.46 j c> ._ 15-17.14 I 15-.52 TP %' 154.41 154�8,¢� Ire `s TP HP �.�--- ��,' •/ --I� a 17&23„ - u, 154.79 154. 54.97. TP 154.3 TTS' n ASH 12&16 TP GB' _�.. 155.00 .-i �_- �_ �----- ASH 7.4 ?- - I , i';'s', ! l TPG - 15#.655- +----- 5. G 1 1.29 6� 1 VI 5L 4.23 TT' __�_ 0 g4� �� �' GB t ° "c• TF 153.97 / ✓- " V �, i 55'27 TP %11 , INSTALL SEDIMENT 20&•14 _ VAE 1 TPS LP 154.58 TP _, - -_ 155. TP - .. ', 1 ( 1 _ d INSTALL G VFL �, 1 4b`l I- -- _-L� 54.84 1P ;. ,,_ ° �'" , , 1 FENCE, TYP. 18,28,23" �� ALDER CONSTRUC ON EN1R,g1`!C -� _, � s_ •. c 1 155.64 TP� � ASH 154.57 TF' 1P • .154.70 TPp A,4 1 02 TP�� �•. O I ( �, I , 15706 155.35 TP I 154.98 TP ;7 154.57 1P 0 1,554S.30 TP• 155.47 TP I �� '. ALDER 0 100 ff '" -c= s> its 1', • •. INSTALL TEMPORARY Cl L RT s.. Y•i - °�R- � -,' U •. Y T J -' t 155.56 1'P' '•.•• FC pOG TO BE REMOVED ONCE THi IMPRO E 1S , HAVE BEEN COMPLETED' D ft-ALL BLVD, ! __ - I --- s'cc.y� i- ' f I ``'i4s._ ♦ '•• 12 DIP TEMPORARY CUL _ 1JV.L1/ .` ! I l s r.h._ _ � �` •.••,. 1 A� :? Ih' fS, IL=154.85 60 LF ® S-0' 1118 I , II I I t 1 �\ ' r I 155.6 rP00 O Q 155 � Q Tp- IN IPIP �" 1 1 REMOVE EXISTNG INSTALL SEDIMENT_ h �� '�1 �(, FG G _ - "' , d �-# I TREE FOR SIGHT FENCE, TYP. 1 h � ` hh� ,��,-6 FG ��60� �Ohpc� -_.\ _ 9 1 DISTANCE AT ACCESS ^� 1 �h '� 1 �� ��g�`' 1hh�5 h l _ h h GRAPHIC SCALE i ' I -30 0 18 30 80 120 L; ( 1N FEET ) PROJECT FANVO PONTE 1 inch = 30 ft. Hall Blvd. 13710 ---- SIT2003-00001,PLM2003-00033 NO. 4 of 16 ` --------- N: prof 328-011\dwg\32311f;RD.dwg - SHEET: Engineering Jon :'9, 2003 - 10:53om bef _ TYPE 00118 I RX" 01.1 MIN ' :,..,nw.-aiw ,5'CiA,rb;�.�'1'44y''ih7Wi,'!s'aAi'F�'tdP 'b,,�Wq...,. ,,:,. ., „ ;.,a,.. . ,+ ' r ,v;. .-.. •.,•;:.: .. ...... ,:;;,: NOTICE- IF THE PRINT OR TYPE ON ANY --I � I-- III1I_ I � I- II � 111 IIIII � I III � III IIIIIII IIIIIII IIIII LI � �L IMAGEIS NOT AS CLEAR AS THIS NOTICE, 4 8 II � lU 12 ITIS DUE TO THE QUALITY OETHE L1 ORIGINAL DOCUMENT I,III IIIIII��►IIII IIII►►I9IIZIIII�IIIII►IIIIIb► ZIIIII►EII ZI_III_�III�IIZIIIL�III[►IZII►III OI ZI I III I8I IItIII-I I`-II8IIItI I� I-I�IILIItIIIIIII9II tIIII�II9IIItI�IIII ibI tIII I� StI IIIIZII tIIII IIItIItLIIIIII IItIl-II�IIil�8llll�ll I I8- LII►tI 11ll�WL 1llI 1J.u1J11111I 14 rNo.38 S0„=12wi_ L! .,, 9 ! u Fjj'�Iy;jjI I II C\) I ICQ II Ij r II I •,. U c; a . .', •• ... z etc cc rfj LO i ( . :. : •• �.�• •rte . . • I I _.__- ... . • • •• • ycz SPIED _ -- - - - -- -__ - __- _ _ E- . --- --_-__ c o LO 'tCO II 11 ' I I Q 10 + 1 i I tl III I I CONSTRUCTION NOM z 71 T SW HALL BLVD. IMPROVEMENTS TO BE DESIGNED a x I Ili ( I O AND COMPLETED UNDER A SEPERATE APPROVAL w p ;' I I NCDUSE ( AND CONTRACT. i � INSTALL 5' SIDEWALK PER DETAIL If 1! NO. 120, SEE SHEET 1.3. IIIA Ah'PORT ( t.3 INSTALL 7 1/2" EXTRUDED CURB I I SEE SHEET 13. I J I 11 I I i 3 a) 0 INSTALL WHEELCHAIR RAMP PER DETAIL NO. 128, SEE SHEET 13. Z +� _ '` _ "`Y -Tr .r... . _.• =- ` - . .- -.fi ._ .- _.: ., - -- -- - - -- - •.. .-.� ""1 , ._ ." 5O INSTALL STREET BARPICADE PER DETAIL U' w NO 19 SEE SHEET 13 a -- -_ __. - - FUTURE �, yr -__ ___- _'iL'-•i.-1s__".a...-1L..'Hc-..'.L.-CR_-1_-10 •i . UT - ACCESS - fi 0 INSTALL ALUMINUM CAP f •--•••• • TO WALL STREET --_ --_'- _-_._. __-__.___ _._. ZZ _ _ K� INSTALL 1-CLUSTER MAILBOX AND CONCRETE d ... _.. ♦ ♦ -�_- �' PAD. S££ DETAIL SHEET 13. w .r - vy _ F- I I _•_ __ _._ 615 j 35.00' ROW DED)CATION _ _ - _ _ - .. ... - 34 , . __. ._ _ - _ . . _ ..._ ._ - �•♦ TENSION BIKE - __ - . I I I I ¢ , _ - -� .�-� _� �. - _ _ s_ __ - - - _ PATH TO BE CONSTRUCTED z (LI ... WI E F1.JLURE WALLque -.. _.. � TH IN'I '! STREET PROJECT.8.00' '"'fi - - -� - _ - - - - --. _. - - _ _ - - - _ - ••�� `n 1 PUE ♦ `� 9 �. it I 2 1 0 ALUMINUM CAP C, M, U I I I I UL PIMA TE ROW DEDICATION FOR / _- - WALL STREET TO BE DETERMINED FROM �I _ ••% THE CITY'S CONSTRUCTION PL ANS 1 1 NEW ASPHALT CONCRETE c Q I i I a �/ U�� ♦/ ;�j� T- t CONCRETE SIDEWALK I Q J I I PAF, ♦. - - - ACCESSIBLE ROUTE � } m o CO M I I / ��� ♦ I l . 1 {v, L 3 w Lj w Q n IY � Vi i I I I I AM - - LI op I 0.0 AC I E- I / I ( SS woo now �, 25.0 _z- r Q B 2 .0 PED SYRIAN PATH /, C, 1 , j 34.7 7 07 1 - - fillCH ANN J// BIKE RACK •D -\� r '" , RSD _2J� / . �'�. 4, a �' v- 'c� 4 - I `--� _ WETLAN N w N �' - " SIE�� � ' 3.5' 0 RANG 0 4 r ' .gip � I�GCH(SS E '� 2 � 0 4 i G � y �15.5 � 2 .08.5' STA: 2+61.18 (P VA DRIVE 2) - ' l ii I I I _ � �1 8 _ �i: . � „ - � R7 U, �p 'R , 8 r 15.5 i 3.5 OVERHANG :/ " " „ t 3 ASPHALT CONCRETE TYPE C - . , _- _- 8.5 � ;�k R .5' lam- -_--- _ . I I -13 9 10"BASE ROCK kl R5.0' - 1 _ 4 ,(, y__" �: �` 2"-- (3/4"-0) LEVELING COURSE C,4 o FWA.TE JWf. 1 R5.O' R37.0' ++ 20.6 `.24.61" 8" (2'-0) 24.01" - �- ° �1►� .' Iv I li N 18.5 '� `�4- - SUBGRADE COMPACTED R49.D 6 �� R25.0' \n^5.0' •` �°�` 1` •, -- - h_ ^ O Ml 959 OF MAX. DENSITY 8 - 24.6' ' •,, - I 2 8 \\ I I J `- /hy P rE .,,•'••,.. OOD p TYP�I'AL 5'I'RM AC. PA►VEIKI NT I I' 15.00' \ \ � \ � � ` '•,..,CgIN I' 14.5 ----- ( \\ r ••• ]NNI�. �� IS 1 I - --- ---- - --L.. - --- 24.0' a;�' V �� •. •• 3IRUCRIM SECTION ' PUE 6.7 NOT TO SCALE o f ROW �+ 1 a 1 \ ��• - - - -•+e 00' 1 a EDICATIO I - 50.00 --sem l �.. •. • ROW �- - _ 10.T o�- - 1 Q YI _ _ _ 5 _ 1 I � - �� 10.3' �•� 2.8' n M I „ �- � Q FM "' 12" 12. N 37'40'06" W r ' o I- --�- A31.5T SIDEWALK TO BE -- � � 5 WIDE W1TH A 4 _ - 11 N' O PARKING l N��l 6114-1 el 0.5' CURB WHERE FlRE I ANE 1Ir/ TOW AWAY 75' _ N �t-i-� THERE ARE NO „ ZONE 18„ _-_ I DRIVEWAYS. WHERE THERE ARE OR1 VEWA YS � I 18 -- -- -- -- 3' OVERHANG 2 3/8" DIAMETER � 12' TRAVF_L 12' TRA VEL ; TOW AWAY ORS 90.810 to - ASTM SCH. 40 I ' THE SIDEWALK WILL BE _ l ZONE 98.912 5,5' I -- --- - _ ( �- DRIVE WAY SLOP j � ANE ' 4=00- J STEEL PIPE. 15.5 VARIES 1%.59 E T U MA TCN I DRIVEWAY SLOPE TO MATCH TRAVEL L 7' AR 7 9' ,� 6.5 I - -- 29' VAf?1E,5 LANE 9-59 VARIES 19_5% J IES -5q, I VARIE�__- CLE CLEAR SPACc � 8 _ + //%�/�/, ---� -.-- - SPACE-TYP80 1 . - -- 90 HANDICAP PARKING DETAIL s ia= _ �•� - N.T.S. w 0 _L NO PARMC ZW SIGN LEGEND BIKE RACK _ PRIVATE DRIVE NOT TO SCALE - TYPICAL SECTION A►A p ROJEC I FAPNVO POf�FTE Hall Blvd. 13'10 --- -- - - I N: \proj\328-01 i\dwg\32811SITuwg - SHEET: Engineering Jan 29, 2003 - 10:52am bef NOT TO SCALE SIT2Q03 00001, PLM2003 OG033 N�• - 5 of 16 _ -- 3��- ---- COW NOTICE- IF THE PRINT OR TYPE ON ANY IIII illllilllll II � IIIII ' IIII I IIIIII � IIII I I Ilt IIIIIIIItIiIIIIIIII VIII I III II ' IIIIIIIItII III ill IIII; IIIItII IIIIIII IIIIIII Il ! I� Til III II � IIIIIIII III Ilil' IlI ( ( IIII VIII I al�� �t004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 1I __- _-_ 41 I_ � I _b1 _ 71 _I__ _ g I lO I Y 1_l -- - --- _____ 11 I5 DUE TO THE QUALITY OF THE _ _ Na.98 OF.IGINAI_ DOCUMENT 1 - - - -- -- -- -- --- I. - $ 8Z fiZ LZ HZ Z 1bZ EZ Z I 1fZ U7 8i 8t L2 9t 9T 6i �t Zt tT i 8 9 L 8 E Z t 1 I� IIIJ111-�1_i.�l ll�111.L111I�I i►11►NI I N N Uz � o F vi U O rn 00 -Ji I EXISTING = I I O W �N CO PAVEMENT PVI TSTA = 1+83 HIGH POINT ELtV = 154931 A o POW T STA � 3+93.321------— A D. = 3.54 - -�-_-i - PV) STA ;= 3+98 I 2 c 5.65 PVI ELEV 155.00 o ; Q) i ( A.U. _ 1-3.52 a ' a -- 10,00' VCa \, 'Z4 I� _ I o�p �_.T:' 20.00 VC O r S 3:"1 : � Til (Nj ��! } n. � v LnN C, �I N W 4 ca y.� Zl a CL :FINISHEDGRADE _ �_ _T_..____ W A l CEN RI �r CQ 5 1 to 11a�� 4 \ ty yr SO i CL C � I a- 00 Q O '� O� m cO _ 0.94% ��57 _ + > CN w to N W --*Imo CoNsrRucom -- SyTE ACCESS "- XISTING GRADE AT CENTERLINE MWAIE DM 1_ _ _.._. p SCALE.: HORZ. 1"--30' VERT. 1" X o z 2400 2+2 30 4+00 4+50 s aa w 0 0 cr_ o m 0 ? 1 zas Q PO STA 2+11.50 0 w w a N PVI ELEV = 154.65 J A.D. = -4.10 7.32 �- __ - -� --- � ►� 30.00' VC o PWS A = 2+81.5tiJ� N to PVI E EV = 151.151 �, �qL 4.40-..--- _. __. c a 4.87 a- _ CIO Ln 0 ;n FINI SHE'D GRADE ± + a' 210.00' VC AT CENTERLINE +1 `� Ci.Jj t� /`/ lfj ` \ > c� La.l (OX ��Cu 'V- EXIS71NG GRADE !.. CL __ _ _____ _ _ --__ � "`'' 4} AT CENTERLINE a, - rn I io ado II �'":.�• •_ . ... _I Q Q V) (n n- \ n !UlURE TIE TO WALL STREET O \ L6 TO BE COMPLETED BY 01HERS. IrNkit O rf3 L.,,:�� . "> 'i a23 � FWArB DRIVE 2 SCALE. HORZ. 1"=,40' VERT: 1"=3 RFV I SlO ^' 1+00 1+50 2+00 2+50 3400 3+50 40 Pet, "0 PROJECT FANNO PONT- Hall Blvd. 13710 - -- — SI72003-00001. "LM2003-00033 NO. 3 N:\proj\328-011\dwg\32811STP.dwg - SHEET: Engineering Jan 29, 2003 - 10:53om bef 6 o 16 --- ------ -_ Y OONWF','JG'T10N NOTICE' IF THE PRINT OR TYPE ON ANY I ' - I I 11 II II I1( OIII ( Il( -/ 00IMA,aE IS NOT AS CLEAR AS THIS NOTICE, 3 4 ITIS DUE TO THE QUALITY OF THE III!II11!__IIII!fIIlil�llll�llll�lVI1II'IIlIIII11llllilll�lll�ll-�l�llllllll IIIIILIIIL!III1IIIII Ililllll!�lillfl I III 1111�III_I!�..►_►111_!11AIIII�IIIIII I�-IIII.II IIIIII�lI 111111 III 1(IIII I►i!I I,' IIIIII111111�I►III lilllllllllll�►1111111 i �1i►SII lillllllllLWl�l11�lIeII1llllI 4lllllIllNo,3e ORIGiNAIDOCUMENT �lSlililI 1111.1Z111I �i 1 uwra�"'979I1 Ei 8 18 IL � ll111111flllull p I I .•• ;`• • co CQ �P.. I I II I ! ! • ••• • •• • ••• u� � 0 II PP it -� -• �.__ --------- ---------_._._.-_.7- "" '_' ----- --....._ _ + ... v � �o ••M Y•• • • SHED ----- t I li N I c� I I I II f I I CONMUCTO NOW z w vii 1 ALL LATERALS TO BE 6" PVC D-3034. 0W I I I ,II I 1 4 w I w� Ile, I I I -> 2 ALL AREA DRAINS TO BE LYNCH STYLE, a - I SEE SHEET I.J.I I WMIII I FT C3� ALL MANHOLES TO BE PIR DWG NO. 010, t I-�- RT �-� SEE SHEET 13. I I I I II I I I I \4 INSTALL WO MANHOLE PER DWG Na 515, m SEE SHEET 13. \C5 INSTALL SD CLEANOUT PER DWG NO. 150 WM - - --- -T _. ._ .. . ._._ -- -._ -_ •- _ -_ '� SFE SHEET 13. z �� ��.�- ,.. 7 _ .-._ - "-- --_-- ••-tl-=-,.. _ -_ -_.._.__ _ � ,Y - INLET PER DWG N0. 250, > - --•. • -,a.- -__..- - - __ - _ __._.....-_ _, ..--.,, - - INSTALL DITCH w . _ �"�, Ia.l +i....r�- ._zrrc:�=__�_� _ ,____ _'�_-- - -. .v. •_ : >_ . . F :- - -. > _ .__-- _ _ ter. . L- SEE SHEET 13. � u -- _.---•-- •- . .._ - __...._..- _. j �"r'��. -•.. - .►--.. ,•,• • Now- "' •a.I -a- _I ! _...___...___ -._._.___...a ' _ '� "• -•tea_..- __._ _.._._.. � . � Imt _ 00 ---------- ++r •.. __� �,wJC__. -.ear..->w+e..--•�.Ilnr `� I ` ' y_. I 4• i ' w'-a..-w-_rs-_:a-_ar_r-a.-_rr_.a-.- __ ._ .._. _. _«_. _. _ _ .._ ___ ..._ .... ..._. ..-« . _.. ..._.. ..... ..«. ,__. ._.. - .zs Y ' • ' .' _.fR _� R.-1ge._i. C� �t ; IC,� ' JJ ..__._ .__ -a-•-sem .o--_ �. _.. _... __... _. - „y, / .. ' 7_77 ' ' "f J c.Y� -'err.«.•r,. "i+ rwr .i a.r- _. _.. __ ._ __. __ - � _. __ 7 , I , r.r• j _ _. �. _ ._ _ - - - - _ _ -_ _ - wr L__���.. -mss'--.r.--.++•w.�!�_'„y�- ^. ._..._ .�� �- 1• - .. .'_..,._ 4 ALDER - 1fE1 --! e� I I I i ! - --� A -STA: 2+21.44 2 •� 0"9H'L� _ !- rill SDCO Sr' 2 44 `� .` .._ ST.;S A: 3+66.25 �, 18"ASH-_�_ '' _ �' ; GRA-T ELEI�150.39 00 00 00 ST. T�q; .3+62. 8 X2.00 LT ....._ _ n /l 1 1f- 47.1 , -4.00 LF;' 10 C,-900 w w w le ' 19� / %? , ,�.. _ a� S=0.0050 ;. I I I I I a I .,~ �y � • ,� ''l, ,': �,;'t�,� \• '. 1 � �� '� 14"A SLIle IUJ 14"ASH a I dl � o �• / I f i� i i � >�t 1 " rJ I I I ! P r - r 1 (,' V / f 20 ASH ♦. 3 WM ( I �� I I I f 6 �a` d _ - I •,� 11, I k m �r�l m °° z i I I �! I ! y I -�,� r •! x , I , ~u o Z �) ' I I!! I I ��•, '. / 5�, 1 1, 'I , 16"ASH 3 w a - a ' I SII .� �„ v, t , - .� 10 AS uj Of w Q U I I ! d ,„ j'r-_ �� `L ' / •� � ( � SDCO STA: 1+61.44 I ® W I I "�' ,,� ..--' -/� - 11 ) ', 5 12 H " o o o Ln „ - -�'�i \ j' s n ST. STA: 3+02.78_2 LT S 4 ASH 17"ASfr III I ! I �� Y+^ KK r.Ja cw. .�. ._..��- -". - _. ' .''---,-- "'.-•r O\ `/ I , ASH . No -TSTA: 2+16. SDLN- �' I l �1 4 TA: 1+69.2 `SDLN-2 �.,1, f t - i� ®^ _-� 21"ASH ,'a 33"ASH I I -- -` ��"" •r,• , i+00.00, SDLN-3 �, .- AN _ ��: / rel` 17"AS, Q\. :1 L ..- CH - _ ; �� l ti 1 S �A: 2+41..34-2.00LT _ / J I 3_14 11 ASH n ! II I I ( _ t �.... �,- i M43-STA: t+55:14 WETLANDS ASHD 4`` a oz - AD 1-STA: 3+94.33 2.00'LT 2 •_._. -- 14 3 a z - r ST. STA: 2+89.00 �.__ _ �._.� ~,,.' ��� 5-�o ST. ST 2+51.3 - "13:00'R _ f a� r� _ "w - • 1 _f GRATE ELEV=153.97 �,w - O a © Z o '� 0 o cc�I � I `f u1 -� � o o. -�- � �;: W,r. _STA: +26. 4-W VAULT' _ �� .. . :z4' ,. I SDCO 3-STA: 4+30.68 ( r� 1E=149.94 `� u A: 2+21.35 LN-1 . c „ 14&15 l 3'4"h v> I r r II I I 5J---T `1' �.r o p rt FE TO ETA1L SHEET 13. ASH _ t ! ST. STA: 2+52.65-2.00 LT 2.83 LF, " T'" � T +00.00, SDLN -4` I' ; , 10 PVC:,- u--� - \VI( r 4 5=0.0050 . 1 ! �- -- � 1+44.14 4 17&23ASHt ' 12 I OUTFALL I � ��- Ltsz r' _..._ �-- , ..•.. 1 1 • , , ASH J r - I c , .� I v r AD 4- A: 1+16.08- 1 =F STA: 1+00.00 P� D���'" -'`x''`13- --.... .,-.. ,.�•.�''^" _ � °y . - ST. STAN? 2+26.73 . \ `I ' PLACE 3 CY OF �0&i t o ALDER C �I pp II' ,•� /,' --- \ ��,�-l� ,-\f 3 1 l 00 GRATE ELEV-\153.8�f _ 1 CLASS 50 RIP RAP 18,28,23 \ IE=147.89 " SD 1+55,00, SDLN-1 ASH 30 ' ..-�" � ,, v 7,.t7 LF, 10 PVC •, L 2 r 3On.� .Q _ , 16&18' ',' 'i� l� ,� I I I '�I i+ ''ri' Ncn t1- 1• DCO 1-STA: 2+9 .00 �k60 �5 } ` y� ALDER lv b 1 F, n \ T. STA; 3+92.85-2.00 LT , 15 1 �\ ' /f••ti rl. I . `='i=.. u " -+ - -- ° ;'__..- 1' ` i ' \ ,_. "D6 0� DE R � I � - � \ . ° 1, STA: 1+S .93 �� �' �, ` �,. L 0� 6 DI 2-STA: 4+09.96-2.7.41 LT fj" l4_ 1 ST. STA: �, ST. STA:2+j73.37•-25.41 RT 2 -STA: 3+61.85 _ .;. °• p,• N GRATE ELE -153.34 T. TA: 3+16.71-0.53 L T �I i DI 5 STA: 2+33.60-22.50 RT �, e.,.� 14 ALDER IE=150.15 _ --- , �� , -- -.- I 6 \Vs ,,�-a �;....ry •W * Y II I I I I ST. STA. 1+08.80-24:50 L T d I I I i 29.07 LF, 0" C-90O 6 DI 7-STA: 3+15.78-24.50"LT GRATE ELEV=153.60 �'„� , ' •Y°"TM C ' ST STA:3+68.07-22. _0 RT -� I t ® S=0.005p i n IE-149.60 � � "- -C:;q !I II 1 I I l r GRATE ELEV=153.75 1�p " - = _ _.._. - ' ( � 12.84 L�� 10 PVc. " � ` \ `.�,.�' �� .__. %' . 1E=149.66 " ® S=0.1371'0050 r`y \ �' 1 -.__- _..__. •; �' °a 26.16 LF, 10 PVC ! J WM . __.._ I ,, ` �s -s� •+ ,ter. .�' , .._....«......._,__ .``_ `� •�~ ^`~ •' r \\ � 3• , _...__. -----• :, � �� ,-�--. w 15�.... ` \� \`:_.,_¢-�'- 15,E O I FH CONCRETE CAP PIPE C I B _. ..__ .. .,.... .. WALL 1,5 ~'�. s EH TH s `,�.� ` •` '• A tl.iit' Fes) (DST. El SUCUI-STA: 7.+39.51 7AD , STA: 2+39.51 STA: 1+02.90-2.00LT GRATE ELEV=150.00 •. _ IE=148.00 _ ...__._._....._L •... ,-1``�---w--�_•.•...M......... _- �A .. _ _ _ - - - I WM 25.67 LF, 10" DIP PP �••i I ® S=0.0050uj (� j } GRAPHIC SCALE -30 0 5 30 80 120 I I uj I ! _ < T I I inch 30 V,. I 0 I PROJLi,1 FANdO P QTT'E Hall Blvd 13710 -`- ------ SIT2003-00001, PLM2003-00033 NO. ';" N: \prof\328-011\dwg\32811STM.dwg - SHEET: Engineering Jon 29, 2003 - 10:520m be! 7 of 16 TYPE �� NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III I I III III III III III III III l I l III III III I I III III III III IIIIIII III I I III III III IIIIIII IIIIIII I I IIIIIII I I I I I I III III IIIIIII III III I I I I I I a Ud 4 I S I I I I I I I f I I I I I i a- , IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I 1 � _._.I _ - I_. l I --- 1 I-- -61 -=-I - -I_ gL ------ - I I 1. O 111 1 �J IT IS DUE TO THE QUALITY OF THE N..36 ORIGINAL DOCUMENT ��E 8�7, HlZ LZ 19Z 91Z 11612 £7--�Z 11Z OZ 8t B�I Lt 9�T 11T fii ET ZT tt T 8 8 G - 9 l5i - ---16 Z - �t ,�uw� !'' IIIIIIII�I/IIIIIII IIIIIIIII�IIII�IIIIIIIII�IIII IIIIIIIIIIIIII I►II �IIIIIIII IIIIIIIIL►IIIIIIIII I�IIIIIII IIIIIIIII�IIIIII►I► IIII�IIII�IIIILIIIIIIIIIIiIII IIIIIIIII�►►IIIIIII�IIII , II " I I►IIIIIII Illi lll�illl,llll II.I I►111111 �lWlllll Il 1 Illl I � l� I �►�IIIIII►�III CQ EXISTING GROUND AT CL OF PIPE U0 r4 EXISPNO GROUND AT OF PIPE r TING GR CL OF so C, 0 + �pIN, V) cr) U) cz) + tg .t cc, '6 0� V) N C3 + V) Lr6 ;t 0i W O V) cy� tIN IN + + + 11 1 1 : 1, + %44 + A + ► 44 c� FINISHED i GRADE Ln CIE (r)V) Qc �$ co m 6 (n C8 c� i in 11 �11_c 0) AT CL OF PIPE to 0 0 _: u) i1i W1 LAK C) Lf) C) Cl) 05 11 Ln Q) 0-c + + LO FINISHED GRADE LO FINISHED GRAPE - - :11 cl AT CL Of PIPE 61- j! AT CL OF PIPE LAO RADE FINISHED O 55 L% A IPIPE 14.14 LF 167w--PVC-D-3034 T CI, OF! 00 0 S=0.0100 cd 161.44 LF 1 28.50 LF 100 PVC D- 034 6w PVr o S=o 0050 N .............. W -A D--3034II o -------- ao 93.90 LF 19.14 LF os=0.0100 60.00 LF' oo 70�85 LF 100 PVC D�304 6' PVC D-3 0i R 4 107 4- 0 S=0.0100 ps L% 0 S=0.0050 -AT-4- OF PIPE 0 3=0.0050 18 10" C-900 EX147ING GROUN� PVC D-303� 0 S=0.005( 18" in, ___ rf- ui I CN 7 00 LF II 10 PVC D-304 V ------- O:S=0.0320 W 36 SUMP 61.00 LF B TM MH=141.39 SUMP 76.58 LF + ------ I - M 7-- z 10 -034 3 ---- ----- 62,$ LF 100 PVC, D-3034 0 S=0.007 r_� ► low;!pvc 0-3034, 0 �=0.0050II 1; 144 0 $=0.0050 19*2 V. I I W", i 1-1 1 1- ..__ . I . 140 V_ r< 95 36 SUMP 2 C'� 141.39 ui!� 55.00 Lr SCALE. HORZ. 1`30' - x-jos 12' PVC-D-3034 c" rpo i SCALE., HORZ. 1 - wit VERT. 1 a S=0.050 VERT 1`_-3 c % 1* 2 CLASS "B" tg 4 Li RANULAR BACKFILL CN !_-� �ij_ I II C" 1+29 1+69 CLASS pB" CLASS "Aft i qLASS "B" I L L GRANULAR BACKFILL NA T/VE BA CKFILL-�--- GRANPLAR BACs LIU 1+00 - 1+29 L ON-1 14M SCALE. �ORZ. 1m=30 1 VERT. 1 3' W Lj -+CLASS "Ar CLASS NATIVE BACKFILL GRlANULAR BACKFILL < < Lj 1+00 1+80 1+80 -- 4+56 1400 1+50 20 30 3#% 40 rl >_j co ca M z z HANDLE WITH z W _j LOCK PIN < 0 NOTES: ALTERNATES ARE ACCEPTABLE uj (if U 0 c a c-, 0 1 . NEOPRENE RUBBER GASKET REQUIRED BETWEEN GATE FI-ANGE AND PROVIDED MATERIAL SPECIFICATIONS CONCRETE MANHOLE. ARE MET AND FLANGE BOLT ADJUSTABLE LOCK 0 PATTERN MATCHES. HOOK WITH LOCK SCREW PO 2. CI EANOUT/SHEAR GATE TO HAVE LIFT HANDLE ATTACHED WITH GALVANIZED CHAIN TO TOP OF MANHOLE 1 " ROD OR TUBING VARIABLE LENGTH 3. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS STEEL. Y, C-4 T_ CL_ CN 0 N SIX EVENLY SPACED HOLES W L 0 1, 302 3/8" DIA BOLT FOR BOLTING TO FLANGE U-) Y LIFT HANDLE CONNECTION 0 6" PVC PIPE GROUT 'TO CONCRETE < > STRUCTURE 'CLEANOUT/SHEAR GATE MOUNTED DIRECTLY TO FLOW SIDE OF CONCRETE MANHOLE. \---ORIFICE SEE NOTE 7 '\"-3/8" DIA BOLT LEVEL LINE N"'�CONCRETE MANHOLE 0 IEtP J .D ,�a a9 0 0 ro 60 SIDE FRONT MAXIMUM OPENING 146.27 OF GATE fc'; IE OUT-1 LIFT HANDLE SHALL BE ATTACHED PER THE 12to P� MANUFACTURER'S RECOMMENDATIONS VC INLET FROM CREEK 1'4b��-69 ,470 PSC - 4.* 00 1 10 IE IN rtv -Wo I 0�_ GATE CLEANOUT/SHEAR (.2 sp 36" VC 'ro /e ot/'r kro SCALE: N TS 146,9; NOTES: 1. CLEANOUT/SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B--26-ZG-32a OR CAST' IRON ASTM A48 CLASS 30B AS REQUIRED. SHEAR GA IF 2. LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED. ORIFICE 0.75 INCHES IN DIAMETER. \SECURE TO MH WALL WITH cn STAINLESS STEEL BANDS 3. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. (MIN 2" WIDE) AND REVISIO 112" BOLTS 4. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 4 5. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS STEEL. � 6. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS L 60'y WOMH 2- FLOW CONTROL. DETAILS ABOVE AND HAVE A SIX BOLT PATTERN FOR BOLTING THE FLANGE CONNECTION. 7. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, N. S. OR SOME OTHER DEVICE. Hall Blvd 13710 PROJECT FANNO FOHM SIT2003-00001. PLM2003-00033 NO. 3" 8 of 16 ��\proj\328-01I\dwg\3281IS0Pdwg SHEET: Engineering Feb 25, 2003 4:19pm ejf TYPE CONBTFA)CIM NOTICE.- IF THE PRINT OR TYPE ON ANY d 00 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE No 36 -1161 11 IIIA ILII II IIIII�IIIilllll�llllllilllLll I IIIIIIIII►I 1 1 1 1 1 1 I�i I I I I I I I I I I I Il I►I Il Jill 11 �11 1 11111 it ORIGINAL DOCUMENT 9 9 V 1�111 lit 1.1'1111[ttLLI 21116111111v! "D If VC D 031 go Sfo�0; 0 60�00 LF 7 10 t 301-- -SCALE- "T. lw=3' '0) kEVEL( ( -L-n 0 _4`)" �yc 0 .03 , pp pp 4 f I I I� p j l I ---.�--- __ _ _ _ _ -..._ --- _ z 4----- - t cc SHED CO co Cb L A_ Lo III II vv -t, mcv C'Ir 0 E. cl: 0 cr) Z z E U) Il rCl � ( I III I I _.._ a II III I I AUSE Vol 11 ARPORr I m EXIST. SANITARY ER-MANHOLE-SEW z -12"IE IN W. wm sr 2 E IS ' SA�INRY V) 7 S INR MAN.OLE A 154 C� ............. IN ';�446.5 OUTJE.=146 X : Ali SSA#Hj1 W -STA: '1+00.00 'i ---�--� i i �� I _ _. _ __ _. ..._ __ _ _ _ .._` 2 < CONSTRUCT MANHOLE -Jew. r OVER EXIS71NG 8S 0 z 7" 1 ftftk- PRIOR TO CONSTRUCTIOW • D.] t "ft SE W MR E % SANI TAR LINE. FIELD VERIFY 7, LDER ME? 211- IM- 141.52 %44, LL yV Q1 I I I 1 7 41% i 12 'if .=134.37 0.0 EXIST, SANITARY *18"ASH 12nE OUT E. SEER MANHOLE • RIM=137.25 .)K W u- L.J 12"IE IN W=130.20 < < < 12 IE OUT E=129.75 4 14 ASH I U-, LP WASH wm0 20"ASH >- >- m 0 �I II I I I i ' �G�` u `' M M + II ....... ISSCOP-Slk 1+90.00 � C� 0 uj ST. STA: +18.21-8.00 A z uJ U-1 L 1pr 16"A SH 0 10"As 05 < < w W Lj Q: u 72 x m V) 6 1 3 00 4"ASH 17 .ASH 5&18" ASH ;� I ! + � II i � !I I - '`'� ,., .. ,,. .= _ � � � �\I � r�=-='�-�1� /�� CH ANNEL / ° J I l/ F 17"A5F \, � � \ _• � _ 5 I � WYE STA: 1+07.90, SSLN-B 7­1 21"ASHO .53"ASH 11��� STA: 1+00.00, SSLN-C- I-V w J-;4" z (�EL�N D S A SH 'WYE N SCO -STA: 343935 S CqJ3-STA: 1+75.00 -90 +63. 7, SSrN-A -(C,� 0 -X LIJ 3 TA: I+00. ST.. STA: 2+22,58-8.00LT ST STA: 3+89.24-8.6-IT >C -ST ".TA" 4+66.96-3.5017" 14&15" cy- ASH SSC0 -STA: 2+6 .27 .,,ST STA: 4+ 2.5 -O.DDLI \__J 17&:23" > zs ASH 12&16" VWAM# ASH PR ss> 20&14" P1 +41 18,28,23" ALDER E T ! I 4 UW ('0 75 ASH V) 0::: 0" M � f i I � I _ Q l\ 3 ) _ �;.e• ,� �,e ALDER SSC016_S TA: 1+74.15 100- YR f 2"A L OER T. STA: 1 74.47-8.00�� SS60 4-STA: 0 W&I too D 2+41.34 3 I I I I l( - _ ST. STA: 3+15.80-6.5TIT 1% I 4"ALOER low Wu 0 FH C,� 0 ------- KV CONMUMN NVM 10 ALL LATERALS TO 61 6" PVC D-304, GRAPHIC SCALE U-0-1 V C2 ALL MANHOLES TO 13E PER DWG NO. 010, r SEE SHEET 13. 30 15 '10 60 120 -------or., in- m INSTALL SS CLEANOUT PER DWG NO. 150, 0j SEE SHEET 13. IN FEET I inch 30 ft. e','ROJECT FANNOPOIN-M Hall Blvd 13710 SIT2003-00001, PLM2003-00033 NO. 3" N.- N-\proj\328-011\dWg\132811SAN.dwg SHEET: Engineering Mar 26, 2003 7:31am bei 9 of 19 TYPE CUNMUCTION NOTICE: IF THE PRINT OR TYPE ON ANY ill I ill IMAGE IS NOT AS CLEAR AS THIS NOTICE, �1 31 4 6 8 1V h cj�* 9) (AD 4 j_ . r ri —W 10 11 12 ITIS DUE TO THE QUALITY OF THE No.36 T ------ ORIG114AL DOCUMENT 11VON 11111 16,111111 IT, [Im 1111111121111111tlwI "1 111-1, 11111111,11 -11 Ill 1�!1111 I ill! _111 IlliFilill ARDOR &E C �SSA#� CONSTRUCT 11 7r UE11 6-A SH bob- CQ CQ N rn VU O G; ii O U � x0 00 0 CID � 05 a. �j �1 c 0 I i a o � U V) a. 0 C1. a i� L O N W W ll000I- od a �uV loll + N El Q i� o c4,55 o ^ O of tjj O N I O � Q "► o o EX1S NG GROUND AT C. OF PIPE a Q a J o o ^ N FINISHED GRADE - - -- / - -- I— _ r 160 - - -- ►� c Or `n N ± \ + EXISTING (ROUND + o m o v I o - _! o �.� _ - o AT CL OF PIPE z 3 � ww 0: � �' a a �_ FINISHED GRADE o - v u ' AT CL OF PIPE v 145 — - -- r� \ ICC0000l p \ W Q� EXISTING I GROUND.._. _ �_ — -- -- -- — — — — — - - I \ r0 ��a Z ► N 78.$7 LF Nv C AT CL 0 PIPE �, FINISHED DE -'� L ? � w 8 PVC 0-3034 AT CL OF PIPE 0 0 cr 140ll0000 ISO O 00 2 0000, I + N I / 90.00 LF 8'`PVC -3034 (nc1q __._.-__._ S 0 S=O. ± 68 + 1 ►`� 98.01 LFi � 6 .34 LF 8" PVC Di-3034 '.t F_Q_' o 8` PVC D-3034 ® S=Q.O(1t0 4, `n ± , 74.15 LF o� :'a"=y^.0010"_ _._....v fi ._ p.. {. .� `„ 8wS�C 0-3034 v� ^ o W � o u II � 95 5 LF = u 8" PVC D-30$4 S~�0.0424 _. . .- —__r____ �___. N - I w N - f-; NN'B — __ . Q CLASS .'A., SCALE: HORZ. 1"=30' S LE. HORZ 1"=30' r NATIVE BACKFILL ! WR T. 1"=3' VERT. 1"=3' D_AMA( ELEV _�--. __..__�—_ 130.00 7+00 _-.. 1435'---------' _. _---__.._ .. .._. `� L_.—�,r]-{: I -- - r, „ 140 SCAj E. HORZ. I 30' I tCLASS B -- CLASS B — VERT. 1 =3 �1 R RANI lI AR BACKFILtt-----t-- -�` i G ANULA ? QACKFILL CLASS B.� 1+35 2+68 --� --- - - GRANULAR RACKFII_L _I 1400 1450 2400 250 1400 141D 2400 2450 3400 1400 14� E SIWI Lp 1- 'r.�l tl t f,rn ILI cn Hall Blvd. 13710 PROJECT FAM10 POKM SIT2003-00001, PLM2003-00033 NO ,r 10 of 16 ---.----- N:\proj\328-011\dwg\32811SSP.dwg - SHEE 1. f_ngineering Mar 14, 2003 - 7:43am bel TYPE OOk6TF'XICTION NOTICE' IF THE PRINT OR TYPE ON ANY flllllt IIIIIII IIIIIII ! ! IIII_! IIIIIII III III Illllllilllllll II IIII III ' ! ! IIIIIJill I ' I ! IIIIIIIIII IIIII ' I III III ' Illllli III III III ! I IIIIIII I �IIIII III III IIIIIII III III tlll ! � I IMArE IS NOT AS CLEAR AS THIS NUrt ICE, 3 l ITIS DUE TO THE DUALITY OF THE _ No.39 ®. �' ".... ORIGINAL DOCUMENT IrI, �IIilII► IIIIIIIl I� ' - - - i R 1-12i,1911L T�! III IIIIIIIIII11Il7IIII !7 I11sI(zlllil iSz!i I►£ II IIIIIIIIIIItiII !ItI[IIIIIIIIIIIILflIIIIII9.iIIIIII9II1IIIII I►II N 0 a. 0 2wC(MPOUND WATER METER 2'SfR!ES 223 WATTS PPV 1 R C.O.T. SIU 0 TL 52 1. SET AT APPROX. 65 P9 v .4 PER 2-C -2'GV STATIC PRESSURE 20W-- M DC 2"W STATIC DESIGN PRESSURE Lj IS APPROX. 108 PSI 2 W TO BE APPROX. 70 PSI ILL. 04 2*GV 20GV 200OUBLE CHECK ASSI`MBL Y 2*SERIES 223 WATTS PRV ^1\ PER C.0.T STD D IL 530. SET AT APPROX. 70 PSI /2 *PRY'S TO 13E ADJUSTED IN THE FIELD AS NECESSARY' DOM MC WATER SERVICE TO SM "ALE NOT 10 SG -7> 4mr ------- L sum iAJ a: am % 00 00 1"m ex"h LA_ 74 Lj it .. .... L in ftb < CN (Z) "ilia 0 1) 1 ♦ P, "t ,oT (D it I I I I _�./ _ - ��- �.r-�..��r"- .a. .� =� y�„���� `�- ,I'r - ..- - -�/� �._ _-_ - --.. = f �_ '- 1�4 z % *..*% �mu It w WA TER LINE TO BE FODIP AND 2" TYPE COPPER ON STREET SIDE OF METER AND DDC. III WATER LINE TO BE B"C--900 AND 4-C-900 #* 00 Ca or) .10.0 N nIN ONCE PAST METER AND DDC A� C'. In US 8`FWI SUPPLY, C-900 < < 27-W=FIRE SUPPLY, BLAZE MASTER COW,- Ck 4`0IN-DOMESTIC SUPPLY, C-.900,." J, I' 210W=DOMESTIC SUPPLY, PVC SOLVENT WELD wm CI STA: 78.65--10.0 7 m C) INSTAL: VEN M CD z T ♦ NN 1-60 90 Q WITIRUST BLOCKSTY."ICAL z Z 3: uj TA �2 OLT TA: 2+70.j26 0.02RT < 5; 0 < S_ 4-78. '5-20.0 Of uj x '45__TTFWRE HYDRANT INSTALL: 176- 11.4- BEND a C 0� CL (f) NCAL WITHRUST BLOCKS TYPICAL No or ASSC464.Y IYf I L/j S TA: r � 1 .00 I SIP, wo .1.4j- )P,�/ , - 51A: 2+59.91J-1.3.00T -I-- I ago 100 L I INSTALL V. TYPICAL sop ;" STA: 1�_7II-5.00VT 11.4 1-8nx6a REDUCER P 1 ; ; 00 00 000 1 77") TAU 8 OUBLE CHECK vA VE TL STA: 1+95.71-22. -1 SER E 11. 5 BEND 0 INS -C STALL 27FW "I M TH �A TEI 2 ST BLOCKS TYPICAL I 741 T H JW I - ASSE R Cf 53J, IN BEND 2 IN SERVICE MI TE VALVE STA: �+61.9,3-1150' C STA:* + .1 00'R T PUBLIC WATER I WITHRUST BLOCKS TYP. 20DW '�­STA: 2+78.26-5.00 , T INSTALL t7 qLO wFW zi EA YOE N-T 4 1111,01 SERVICE , Y_ N SIA, I+P9.8J-•�2.,615' T STA: 2+0,5.02--15.50LT 4qS TALL 2-0 W SER WC� M TH GA 7E VA L VE L.- uj z pk a TI- GA CQ Q. o INSTALL 8"-45* VAL V� BLOCKS TIP. OW SERVICE WIGATE VALVE I I WITHRUST I INSTALL: 2-1w A 100 P151 Lj 5 0_w INSTALL: 4 -4 * BEND -,-------STA: 3+98719.50'L T 'o, C� • WITHRUST BLO 9L 2 R -13.00ml Ln S TA: 0 2+39.68 �J \ S TA: 1+.57.J2. 20.J6 T BEC4;NaA�MQW­WNCH PERI.WA TER AL- 8w Cr INSTALL 2' C wf�p TOP "r ST 4 INSTlU... 1-2w & 1- .4- I 11)W T AND )1.25- BENDS FOR DO ESTIC T I - - 45 ST. STA: 1+19.01-17.96LT TALL:\f- 1-80 1-42m REDUCER WITHRUSe / J 122.5' 8 RUSI BL CKS 'TYPICAL < HOF TAP EXISTING 12' DIP WATERL1WE_._.�_-_- INSTALL I "GATE VALVE) 22.5' W > 5TA: 1+54,01-17,B61 T 0, BLOCKS, INSTALL: 1-8m GATE VALVE wm WIPHRUST BLOCKS TYPICAL INSTALL ND lvm 'BLOCKS TrP. Q) ITHRUST IN 2*FV 4 Q) 00 f !&A: If+ 2.16 550tT 1oST,4L1_-' 27+45, Is% u VY _9 \.�- -6-4 STA: INSTALL: I • T -2' WATER ME C.O.T.T. ING q4V2 11 -6-4 2`FW SER TILL 2 FW SERWqE o"• LA 1-2 DOUBLE CHECK A SSEMBL PER C.0.T D)Vq 5�O • INSTALL, INS TA: 3+92 86-5. ORT WITH GA VALVE WITH qA TE VALVE INSTALL: 2-20 SERIES 221 WATTS PkVS R I THE 6EWL THIS 00 1 11 _�t NSTALL 2"VIN SE VICE 2"DW SERVICE WIGA TE IIEET. LE Q -- • ( VALVE A STA, 1+98,65-15.50LT N /GATE VA VI!�E 681 T 100 STA: 1�87g:14 INSTALL: I' LANDSCAPL_ METER W1 BACKFLOW INSTALL 17ARV, TYPICAL •• 000 'XE OR +75.95-5-ovo, %b S 2+67.27-20.00'RT STA: 2 II I IN TALL: FIRE HYDRANT /1�, INSTALL 27FW SERVICE WITH GATE VALVE BL Y. Typ- 270W SERVICE M GA IE VAL VE PNST�U: 1 4 f k 2+ TOR - I - - - - --- J ` •• 45- WND I�HRUS S, TYP. 2 00 2 DW U) W, wm L 0 0 -rj LT­ GRADE r BILEI F, C01, 3ECEIVED � � NM 1. F`jC CONNECTIONS ARE TO HE LOCATED ON Till BUILDING. (6) 8OC-900 4"C 900 2. WATER LINES TO CONFORM TO THRUST BLOCKING REQUIREMENTS I'D- ------- PER C.O.T STD DTL 560, ON PRIVATE SYSTEM. 3, WATER LINES TO BE MECHANICALLY RESTRAINED ON 6" GRAPHIC SCALE .a V 11111 " tv"YIN 6' PUBLIC SIDE OF METER. Ld LL_ 610 • -30 0 15 30 60 120 0 $2 6a T - -_ I I 4C TRENCH IN FEET A V I J.0, I inch 30 ft rPROJEC FANNOFONTE Hall Blvd. 13710 SIT2003-00001. PLM2003-00033 NO. 3" 11 of 16 N \pro1\328-011\dw9N32811WArd*g SHEET, Engineering Apr 09, 2003 7.18em bet TYPE NOTICE' IFTHE PRINT OR TYV E II ANY VII-1111 111111 lJlj1jljlJlll� 1111111 1 ill 111 Jill ril IMAGE IS NOT AS CLEAR AS THIS NOTICE, 131 -1- 8. 0 11 . 21 .3 No 36 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT oz 1IM 1 9 1, Ti- i 1 z iz 9'%111110,17,11�11 191-- 6 Ll 9 9 T�� 1 �l H 11111 ll 1 11 111 11 il ' I 16111 '11111111S�tllj 1111111111 811�117111111111 1111111111 1 111111 FIIIIII 1 111 1111111! 11111111111111�1Il1f1IIIlllIJII'1t 11111111 11111 ILI 2'G �E V .2 W 2 W1 GV 2 1 m LZ LLN )C. R )LJ CROSSWALK STRIPING ; cv 10' MIN. 3/4" R 6_ �- EDGE 6" CLASS "C AC -OR - 3" CLASS "C AC /y - _ _ W _ U:� a z �o CURB JOINT - r - ON 8" OF 3/4"-0 • r. �G 5' MIN. - ---ems-{ SEE NOTE 5 ROW Y• i • • - _- z p II SIDEWALK � �( CURBSIDE v i • I I ; ^'�t+ °,,l/r'� -- :�/e )� Cp .,. -,.•r _-.1 - 2�: SLOPE TO STREAM • DRAINAGE BLOCKOIJT �-�7 ( v �. _ • r -01F1 : '.• �• 5" I D. PLASTIC �E P� _ _ - -- - - __f' Ei Ian TR 1 I _--a._ PIPE W/COUPLING �N�. oO' b o 0 -o O p <CIP �r 2" OF 3/4--0" BASEROCK p° •• •} • L B \ r _ I • • . „� A�� \� 1 i"y' C \�( U o COMPACTED Su GRADE-� c° 0 " ' TOP SIGN LOCATION r i • • �// '" .� 1 ( n 0 °°0° "' t ' ' S I ALL 4" PVC SLEEVE COMPACT & S iERIL1IE SUBGRADE • ° �• • -�� I•` moi,<� \ � N I a p U. �'l o (7 0 . „ l "TIL PERMANENT SIGN 1 �^ I � FABRIC ' '' • •�� I S TALL A TI ON) Q) '.:• �6; , , ,I SIDEWALK ADJACENT TO CURB ' �' O OO �P� �' �-"=-- -- ( E- o 4 0 MAINTENANCE 0 CD ACCESS M 00 4 ' CD QIP EXPANSION �0. �� k �`- --- 5' MIN - Row 9" �Po` � Y� JOINT (TPP) MONUMENT CASE & COVER ' .4 �o _ 3 Z Ll a PC/PTLai_j W ROAD 5' MIN. -- NOTES. p Ln r� 2 1/ A.0 moo. z w vl z" OF 3/4'-0" BASEROCK NOTES: , 4" OF P.C.C. ON 4 OF 3/4"-0 1. MONUMENT FOXES TO BE CAST IRON OR o COMPACTED SUBGRAOt PLAN VIEW r--- 2% SLOPE TO STREET ALLOY SUITABLE FOR HEAVEY TRAFFIC a, LOADING /1036 OR 1033 SUPPLIED BY: SIDEWALK AWAY FROM CURB 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TPACI N ' 4• INLAND FOUNDRY CO. INC. OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING `� I � _-_ � o o -- NOTES: TO A MAXIMUM OF 2D FT. _ ICI o e 0 0 00 191 N. 39TH p, FLUSH / 11R w-._ I!, SPRINGFIELD OR 97477 If1'7II . _ 4' A.C. (541) 747-9172 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE TRAVERSE EXPANSION MATERIAL TO (�E PRE-MOLDED NON-EXTRUDED MATERIAL �1"- _1_- OF 1-1/2" TO 3" WITH A MINUMUM THICKNESS OF 1/2 '��II- II - �" I_ 1rrT _ FABRIC OR 2 PANELS TO BE 5 FEET LONG. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 7117 1. 4" P.C. CONCRETE- "- (ff-� 0 �' A000O0OU PEDESTRIAN PATH OR BIKEWAY WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. f Ili o°o�c'000,0,0 v N0. M 1010 AND SUPPLIED BY: r 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. II'1I= i ''�o� 000p�0C° OLYMPIC F(Jl1N AR'Y r 2" 3/4"-0" AGG. BASEROCK - D UTILITY VAULTS, WHEELCHAIR RAMPS, & AI SPACING NOT i0 EXCEED 45 FEET. NO FES: SEATTLE, WASHINGTON >- 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 4 FOR SIDEWALK ADJACENT iO THE CURB AND POURED AT THE SAME TiME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. SECTION A-A 1. CONCRETE SHALL BE 3000 P.S.I. AT 8 DAYS, 6 QAC MIX, SLUMP RANGE OF 1 1/2"-3" CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A 11 1/2" RADIUS. 2. ALTERNATIVE TYPES MUST BE APFROVED - - -BY THE CITY ENGINEERING DEPT. PRIOR 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF AOUNTABLE 01-ES: 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART TO INSTALLATION AND MUST CONFORM CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF nF,VEWAY. EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. TO THE FOLLOWING MINIMUM DIMENSIONS: OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF A INCHES. i CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS, 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DiAMETIk CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. 3. APPROVED FOR ALL STREET CLASSIFICATIONS z BE EDGED ON 4 SIDES. 4 COMPACT AND STERILIZE SUBGRADE. O PLASTIC PIPE AT 2'. SLOPE. CONTRACTION JO;NT TO BE PLACED OVER 'IPE. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW � EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. FINISH GRADE, SURFACE4. SHALL HAVE A MEDIUM BROOM FINISH. APPOIN1111 III --- - - rwlaa,rM - --- --- -- - W NO SCALE AOUSTIII P. DIlL11Af MO SCALE M•°efM Iw NO SCALE .Piwo�ev NO SCALE ##Pm M wn MO SCALE Orf O1aO"0 oA7r,3 T CONCRETE - - STANDARD CORNER N(ANEEP146 DEPANIMf)1f AOYSTIM MONUMENT DIAL NO, 13125 s. .411 a'AI om M� uew. III OA 10 DpM11/Nl - On g DING, N0. ENI.11111 O DEPANIM I S' P, DUE11Ae AGUSTIN P. DUENAS 3(125 STANDARD CURB ,,,,,• „,, „ �, cm ofa.R Dwa NO, -----olomm -- -- MAINTENENCE ACCESS OR ,Te w .�r<v �`�""'`' rARaL leN SIDEWALK ""E �� •n `""'"''"' JULY wee WHEELCHAIR RAMP � 28 w1 }Mom■w PEDESTRIAN�BIKE PATH BOX v'•Aq ew •n-.,r, ( ) an O19Eltl7I DWG. N0. DI�INg lrl►MIIfOET I CIT/OF HOMO ru )w,{u.-r»-• ,.r (w34 on, r», IMBLN 1N/ C .v2-- w+ cw „'I 13125 aEow nits qTY OF HOARD - 5 rAt }p03{en. „"I wln Yuf "o-A,n noAAu,aEwN crv3 WOCN iSN 70 aor•N Ae•IIEAYE ax 12 O OF 'n Afwrlw ax a rY Lx TIOARD -_ -- ru ew EE+r»r PARCH 1 gge 166 w2-: II wl•1.4111 __- i _-_-- -- •tttyl ___-_._ __,_A1•el•gAt ax ----- _..-----_._ +4iY OF TIG - - w.aa oAt[ v CITY OF MMD rAa. owl Ya •rvi I- �a - -..-- EIIEVI Me11Ewt►•Alt SAWCIII \ \ 32 r d w -- ---- -- __.._. - ----- • -I sl' OUTSIDE OF WITHIN 43 G _ 1 - PAVEMENT PAVEMENT W a SU STING MATERIAL I F p MAiCN EXISTING MATERIAL EXISTING PAVEMENT DIG OUT REPAIR 1 �1 MIN., � TOPSOIL --- -------- OR As -SAW CUT OR GRINDING DIRECTED -- 20' y3� sgy�5�l�SI>; a BASE MATERIAL I ` TYP•T t j I� 8 g I � �✓I�^ / LI' MINgg r I 6 -- GROUNDAE AE AE �� Bt = �> d � n .� , �I 3 WW O - -- \ 18' CAST IRON 910 BOX-----. } ^ T- w { /AC 12 RUVIDE 24' BY oW o ► B g 0 N> ' THICK CONCRETE - a a Dm �g ' 4 SEE POST AD (SEE NOTE 4)--- �- 3 SUPPORT DETAIL \ a N � < � 4 00•,0" X00 000o0 1 0 HAND TAMP BACKFILL , (� F J> P 00o0oop_Q AH0`10000`�0----- ,AGGREGATE BASEROCK AROUND TOP SECTION z '- It x o o 000�JnOpo Oo 0000� 0 6' MIN, I ,.-- ~ ��t, _ '4 - 2' MAX. Z 8S . O - I7I � /��/ -- `- I `.I w � �;, ,III--I I i- COMPACTED SUBGRADE 1 1, MATERIALS& 6' ASTM 3032- rvc--___ �- 8 { - - ,r_ z d d /^� y " LOCAL STREETS: -�_ U 2 X 2 X 63', 12 GA, GALV, PERFORATED STEEL POST, OPERATING NUT EXTENSION I + z <I Q 3 �k, AC - ti" CLASS "C' ASPHALTIC CONCRETE, U � �I (SEE DETAIL NO. 5051 AB - 4" (1-1/2" - U") AGGREGATE BASEROCK S„ 2 1/2' X 2 1/2' X 18', 12 GA, GALV. PERFORATED i I I + > 8' �•,� i OR URUOND - O STEEL STIFFNER POST, - I Q I F-- > CL) rj AC - 8" CLASS "C" ASPHALTIC CONCRETE ;�/` 2 1/4' X 2 1/4' X 36', 12 GA, GALV. PERFORATED - w Z U I I p STEEL. ANCHOR, j I I a W z L3J f,• MIN 6' MIN MINOR COLLECTOR STREETS: % d �- �' � 3/8' X 3 1/2', GALVANIZED HEX HEAD BOLT w1 FH I I w `> O 4 6' MIN BEDDING BELOW I LOCK WASHER, OR 5/16' CORNER BOLT, i A 11� o of G r7w a ✓) 8 OUTSIDE Or PIPE BL-l.L �, - AC - 7" ASPHALTIC CONCRETE, _ 3 AH - 4" (1-1/2" - 0") AGGREGATE BASEROCK CD 7/16' X 5', GALVANIZED CARRIAGE WITH FLAT ANI) 4 OR LOCK WASHER, 2 BOLTS PER RAIL_ PER POST, w il, I x ,. n ' O 2' X 8' CROSSRAILS-PAINTED WITH REFLECTO'" 'Ei \ \ \ �% n AC - 9" CLASS "C' ASPHALTIC CONCRETE RED AND WHITE PAINT, ��\�\�/\, �\ \ \ A 1 p NGTES MAJOR COLLECTOR STREETS: o *114WW '1 0 � O � I 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1) VALVE BOX NUT TO REST QT gN \ /yJ M, p FOR STREETS AND HIGHWAYS AND THE OREGON ON OPERATING ASSEMBLY, W / es iREN(,1. TouNUA n(�," AC - 9" GLASS "C" ASPHALTIC CONCRETE, SUPPLEMENT, 2) OPERATOR CX TENSION -� �� �" uHluzAnoN, PLxnNED -- AB - 4" (1-1/2" - 0") AGGREGATE 3ASEROCK p REQUIRED WHEN VALVE NUT t W 4, w - :.. !,` ,� 3F-1 BARRICADES 07w > lo u IW Z N w O IS DEEPER THAN 3 FEETq• N - 6C-8 BARRICADE DESIGN FROM FINISHED GRADE., g � � MOTES: 6C-9 BARRICADE APPLICATION Ai d'� �W > H a Lu POST SUPPORT DETAIL 3) CENTER VALVE BOX ON > d < ' ti�ln O 1. 3, ALL MATERIALS AND WORKMANSHIP SHALL BE IN AXIS OF OPER. NUT. _ � 6� 1. SURFACING 0P PAVED P'2EA5 SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 1. JOINTS To BE TACK AND SANDED. M rf' � S 2. JOINTS TO BE TACK AND SANDED. 1 2. ASPHALT PLACED IN MA%, 3' uFTs I ACH coMPAc>Eo To 9zz MIN. ACCORDANCE WITH THE CURRENT STATE OF OREGON " 1- STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTIO. 4) PROVIDE 24' SQUARE BY 4 THICK CONCRETE PAD AROUND VALVE 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMJLSION, 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. 4, BARRICADE FOR SIDEWALK IS SIMILAR, BOX OUTSIDE OF PAVED FREAS �S AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD w � 3 > �Aww•Ao rr -- NO SCALE A1E�1m III 171 10 DI7ARIEOE• AGU&M P. DUENAS AQUSTIN P. DUOI�i NO SCALE S I^ NO SCALE iYe�Im NO SCALE •�� NO SCALE F alrunEOII TRENCH D� NO lEI�lJW00PAR71e717 PAVEMENT DIG-OUT AOUFM P. DLr<NAS �•M F. DutHAS AOUlTIN P. DUENAS 1112°Ew"`H"" H?5 to"AU alD Dw0 N0• O11°"°0k7Mr"�^ STREET OvotfO�4�'M TYPICAL GATE ENDINEERIK 001ART%"T .. noAllo,o1E0al 51273 -" _ - ----- YUCE to:. uY � ION BACKFILL °"'"Val ,w 11-•(w 2-++•2-..101 Dwa NO. Dwa NO. aryfNI.�I LARGE METER 0WC. No. ru (110.1{e•4-7»1 .DICE 5w o3•-It/1 1 nnAM,.lAlr 7"11 9):)3 --- 13175 2-w IIA4 elvb q CITY of TIOMD - 1 80 rA. 1503;•1010-1»1 MARC" IM AND REPAIR gZ } r BARRICADE ""RD•MWN",,, 13IEE 2-w.»AIL 2-.o. //� vats wJ en-.111 vaa: 5w •»-A1n IIEAID.SEE f_ ,,.•,rK 2-R C17Y OF TIGARD -- ,., MOAM INe 9 2 ,A„ IOeJI..,_,„ MANN te+e VALVE 4 3 vola I �•+E 1011, MARCH woe W/ FIRE BYPASS olvlarl AfERO•AL ax 07Y CIF HOARD -_ CIT!Of TIOARO .Ae E•4-7lE7 2-w•, AE•w/vAL wx 2-EEEm AIAI/Vq wx 2-•Y Of T,GMO --- --y- -�. �I APM7YAl DA nI �-"�• - -� CITY WATER DEPT STANDARDS PLUMBING CODE I 20 SIDEWALK ADJACENT 10 CURB ' w t v . THRUST L11_DGK CITY APPROVED 18' CAST IRON 'a1n i' 'L• 18 CAST IRON 910 BOXES 3 0, 0, BACKFLOW DEVIC FLANGE COUPLING VALVE BOX iUN FINISHED GRADE - _^ --- -- - H -� RETAINER GLAN� ADAPTOR L- ® I + _ _� - 4' MAx. 3' MIN, BREAK FLANGE SIDEWALK `-I (, MiN 6' MAX, F / 12' MIN III UG(4 D LEI NI UGGED "ROSS HIND PLUG OR CAP WATER M%TER -2' BRASS PLUG r' • TYP GATE. VALVE HAND TIGHT EGA FLG PLAN IR EQUAL - A� I I -_ (SEE DETAIL NO. 503) r � 2' ADAPTER COPPER 1 1/2 4 DRAIN R❑ ,� = \ SWEAT T❑ FIPT METER BOX 6'MI ,I 2 I CONTRACTOR T❑ SEAL ALL f TAR PAPER (MOISTU ,-2' COPPER TUBING SHA APPROVED LADDER i II c�1' MIN i OPENINGS IN VAULT WITH 6' DUCTILE IRON PIPE 1' UNION EACH SIDE DOUBLE CHECK WITH ALUMMUM LADDER ��' _,_1010 _ NON SHRINK GROUT PRIOR S s :+ TYPICAL) RETRAIN ALL I❑INTS Wi ;. 1 VALVE ASSEMBLY XTENSION BY UTILITY _ TO BACKFILLING \ 'FIELD LUK' OR EQUAL GASKETS 11 7' ` �_ VAULT ---- -•` LATERAL PLUGGED CROSS TEE - PLAN SLIP COPPER I �- 6' MEGALUG RETAINER r ---- !It - 18' / SQr1GRETE THRUST BLACK SCHEDUI E . :: ' ' 3' MIN, 6 MAX, GLAND (EHAA IRON)- •' ' CONCRETE PIER (BEARING AREA OF THRUST BLOCKS IN SQUARE FEE T) Y' DRAIN TO CURB OR 6' GATE VALV -2' ADAPTER PER O GROUND LINE - - BLOCK FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' L SWEAT T❑ ML _- DAYLIGHT FLG. x M.J. SIZE (INCHES) PI_ucr-,ED CROSS BEND BEND BEND TYPICAL STRADDLE BLOCK `CONCRETE PIER BLOCK ' 6' �- (SEE DETAIL NO, 561) WATER METER S DEWALK WITH PLANTER 2'0' M,J, x 6' FL 1-1 TL[ 4 01.9 01.3 -- -- 2' TAPPED NOTE, w sy: 3 MIN CLEARANCE STRIP AT CURB Q 6 oao 02.1 ot.3 TYT❑N JOINT PLUG OR - ON OPENED ° -- 1. THREADED BRASS PIPING M,J CCAP WITH MEGALUG rT� OS&Y VALVE 8 07.1 03.9 02.0 01.3 MAY BE USED IN PLACE OF REtAINER GLAND FtiEl MEGA FLG OR EQUAL I I ��SIDEWALN. ` 731 MIN 1z 160 08.c, 04.5 02.3 COPPER TUBING CRUSHEC ROCK HAST I _ MAX'. BREAK FLANL;L n STAINER GLAND-� ^ INLINE CHECK VALVE > , - - 16 28.4 15.4 08.0 04.0 PERMANENT ELEVATION CONTRACTOR TO INSTALL - h 1 I� - RODENT N if 24 64.0 34,9 18.1 09,1 UNDISiURBFD RETAINER GLANDS STREET PLUG OR C NCRETE BALLAST 3 OR YD, JI ;_STANDON' SCREEN I, HYDRANTS TO BE MODLRN MUELLER CENTURION, A-442AOR APP'D EQUAL_) 6' MJ, 5 1/1t' ABOVE BEARING AREAS BASSO ON TEST PRESSURE OF 150 P.S.I. AND AN EARTH (2) REQUIRED EDGE OF PAVEMENT BOX SPECIFICATIONSM N. WHERE FLOODING ❑R r PIPE ST-AND F �l�I ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE F001. TO H GH GROUNDWATER EXIST D MVO 3 PORT - TWO 2 112' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING DEVICE SIZE BOX TYPE (TYP.) _ n rl - DRAIN TO DAYLIGHT III' A. OIL RESERVOIR STESSES USE THE Fr MJ GATE VALVE E E JLLOWIiJG EQUATION INSTALL SUMP PUMP B. BRONZE ACTUATION NUT AND VALVE BOX 'i, 1' - 1' BR❑❑M.S 11419 SERIES OR EQUF CONTACT CITY FOR C. BRONZE SEAT RING BEAMNO AREAS - (TEST PRLSSURE/150) X (1300/SOIL BEARING STRESS)X(TABLE VALUE) COMPLETE \\\ \ 1 1/2' - 2' CARSON 1730D F?5L OR EQUAL ELEVATION PUMP SPECIFICATION", D. WEATHER SHIELD CAP NOTES:SRADDLE BLOCKS REQUIRED WHERE LINES MAY XT / n I' of MIN �N, E. SAFETY SLEEVE COUPLING SEE DETAIL N0. 581 BE ENDED IN FUTURE F. THREADED NOZZLES WITH 'O' RINGS 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH, l t INSTALLATION SHOWN IS ONLY A SUGGESTION. - F - DOUBLE CHECK VALVE ASSEMBLY 12" MIN G, NATIONAL STANDARD THREADS 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. - -- UTILITY VAULT BILCD DOOR 24" MAx SAFETY CHAINS TO BE REMOVED. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL. CONNECTIONS ARE SHOWN „�� ('--Q' MiN. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER, 3, HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN AI._TERNATE APPRUVLD ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FFET BEARING SIZE OR ■EQUAL OR (EQUAL FLOOR TO BOTTOM 2, BRASS, STAINI SSS, OR Pl.-ASTIC PLUGS T❑ BE INSTALLED IN TEST 3 660-MA J-SAL OR DEVICE BY DISTRICT FIRE MARSHALL. AREA REQUIRED. / COCKS IF BELOW GROUND INSTALLATION. 4 577-VA J-50C 4, HYDRANT TO BE INSTALLED TRUE AND PLUMB, 5, IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT, INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 2'-0' 18' 6 676-WA J-SFL PRESSURE(S) ANO ALLOWABLE SOIL HEARING STRESS(ES) STATED IN THE ,` B 687-WA JD-3RL 6, IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE PAST TO BE PR❑VIDEO. SPECIAL PROVISIONS. MIN MIN 3, DISTANCE FROM B❑TT❑M ❑F DEVICE T❑ FINISH GRADE, FREE_- PF,�TECTION, tD 5tG5-LA JD-3AL 7. VALVE AOX TO AE iN ACCORDANCE WITH STANDARD DRAWING N❑, 503 ❑R AS IPPR❑VSD AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJUK CONSIDERATIONS - - �TpiLLT*,jAp6pTOR ON 4-1/2' PORI' 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE FOR INSTALLATI❑N *CITY ENGINEER APPROVED tOUA PRESIDCNCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON cm TEMPORARY w H, THRUST BLOCKS SHALL "LII BE PLACED AT HYDRANT LOCATIONS. THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE LLJ ' FEFT. S2 AY»AD�D BY DC )BLE CHECK --- -_~-v-^ r Nr, •,c.n1-t wPrroKn•/: AgRDIm eY NO SCALE AGUSTIN P. DUENAS NO SCALE A01)S,INI P DUENAS NO SCALE iwwlwe,`I1e T'-`-- AousTIN P. DUENAS --- - STANDARD THRUST _ - DOUBLE CHECK AOLISTIN P. OULU Z STANDARD ( ENpNEERING pEPAR1LIEHt - arr a9wr,A --- I1 W', Nf'� ENdNEERINV DEI'AR111ENi _-_- _.- � OII�'Q�N)�� an�� FIRE HYDRANT DIrO. N0. pq�p pp,MxpYT �'� P. WENae NO SCALE 71op S•."ALL av0 _- 13176 s "All mvu ah OIE•KEII DWG. ND. ,],73,w NAL& MVU .� M ' 1010. noAAO,oEEa7N::u3 -- nrAft.0RLoae E1223 -_- 1010: TWX&,MGM 2-7113 ---- - 13163 cw rrA.l Bt w an tMIeI DWG. NO. AIVIF,7S10 ODM131E1/T w_ w2- ew e3E-•1n MARCH logo ASSEMBLY - vaa: 5w e3•-4171 t'r 1 VOIC7' Eos e3•-4171 A� naAXo.Colt"Y]u3 -- 13175 tw.Nul oLw, mY oM®i DNC. N0. _ 'A, sn3 ea-onr YMIC" IMS L�. _ :. naMO MOM 91223 Un OF HOARD F" 150;E•1-'»1 3 U 1 ; MARCH 1998 VAI ,f aSSEMBt_f 1 { ASSEMBLY1) cam A►ItDYAL DATE CIT) OF TIGARD IAA ew ell,-/»t vaa' Sw 537-.111 U I 5(3 "1-.111 -_ L CITY OF 110ARD ___1010_.. rA>< 1w31 ees nA, MucN iSN BLOCK .�___. L --- --- rA" t.2-, �,,,,, MULCH lne BLOWOFF F17 Hall Blvd. 13710 AtmE 1h' I RUJEC 1 F `------.-`_1010_-- •--�--- -- _ aaEEEI A>,wlvf�Lax L�TY�GARD A.Nowllax _ S1T2003-00001,PLM2UO3•U003:T NO, DIIroN APPRovA2 DATr oEoat AP7IROWL a= CITY Of 110ARD --- -.�^- N: proj 328-GiT\dwo\32811DTL•dwg - SHEET: OF_TAIL1 Jan 29, 200. 10:49am bet 12 of 18 ------•--- _-____ _-_-- -- ---_---- Yf'E OONBTRUCTiON 1 NOTICE' IF THE PRINT OR TYPE ON ANY I ' I III i I i I & I I I i I I I I I I i I I I I i III III I I I ( I I I I i ( i io I1Iji1IMAGE IS NOT AS CLFAR AS THIS NOTICE II1111IIII I I I I I I I I i I I I I I I i I I ! i I I I I I i I i I I I II I L i I II I II I i I i i I I I i l II I ( I I i i i l i i f l l lI II I I Im e i d 91 a�004 i 1 61- --- 8 I 11 f 1� �' i � -� IS DUE TU T'I St QUALITY OF THE No 36 ®'M��"'• --- - - ORIGINAL DOCUMENT - - - ( (�f; 8 I JJ I I I 11 VIII iIi1►I1111lillll 111lIII!iIIII►IIIiI IIIIIIIII[IILLIII-TIL►III�IIIIl1►ICI►11111111.111I[IIII►IIII 11 I [ I I I I , I , II ►iI II 1111111 1111111 ►►I ►11111111 ► . Il ►hill ►llllli11111111�11►►1►Ilil II ii .I 1 � � � I T� � T 11111011111 IIIIIIII hill Illlillli I 11 I��� I ►lull I111111111.L�1Lllll�.�u � T l lltl u l l l l �►1 I ---- - _ C0 _ _ - - ••• • • �•• • • • CV A LOCATE FRAME AND COVER ' • • • • • • t• • • - - --- ------- - -. .` -1 OVER LEDGE OF AT LEAS r ---- •• 12" IN WIDTH NOTE: ap MANHOLE STEPS MUST BE TIGHT AND FIRMLY w I p EMBEDDED. THEY MUST ALSO MEET THE ASTM / _' ••. ••e • ••• r ••r 3/4" SQUARE TEST FOR WITHSTANDING PULLING OUT. / C"� /'- ^,.\ •• • • •• • IF •• IAd O --► v -� / IS A • • r • Q D F 1-1 /'_ \ • • NON SHRINK GROUT I / O� � �(/1 ��• STANDARD CAST IRON O 1_7/8" 0o O O FRAME AND COVER- � - _ � L/Q O P a Q 1,.�\\� d'[L, • ,p••.•• 6-] 4" • (� ( 0 0 0 0 • • •• •\ GRADE RING l __ _.._ -_ L•- 'a �• W Q •A, ••• STANDARD MANHOLE 0 - I�LQII p + (~) --�-__- { _ U7 LJ in m +. 0 0 IS• MAXIMUM 27' FROM SET FRAME 111 NON-SHRINK W '7 • \ / i _ ,• i _ / a v a TOP OF FIRST STEP d• / • ••• •., �'"•; J•• 4" MIN. FINISH GRADE- \ ,'•v:t, 4 •. E� C. 0 / 17) GROUT Q Q f../-/ •_•• Z QO TO TOP OF CASTING •'< •-,�1 / _ ---� 7/8' (� O O �- • • / `_ �"• \ WATERTIGHT PIPE PLUG --- <. , �, P ` P �� NTH STOPS I+----1 ••--� /�I a m O3 NOTES: ----GRADE RINGS (2",4",OR 6') Q l Q _ v _ -_ •'� SET IN NON-SHRINK GROUT 'y._•. •.A'.'. \ ��- •I ,' --_- -- --:I=L� _-J O � -MANHOLE TO CONFORM WITH ASTM C-17b �, -- t2 f P\i (y •• �•'• \ 0 �O STANDARD ECCENTRIC •�'• ` ••,` ,�_;;,• -ALL PIPE$ENTERINf OR E%I TING SMALL BE WATER --_rL • 4 `7 y:':. --PROVIDE 3/4--0 FOR A (7" SECTION B-B TIGHT n n �3' CONE ` (� SANITARY !�' ?r012M �•'• MINIMUM OF 6' AROUND COPOLYMER POLYPROPYLENE PLASTIC + ° G .4 7 �t,� �(L `�` 5 A Q W P ,\'7 Pr, _-i_ '-�Ci•= -.._ CLEANOUT \ -CHANNELS TO BE 3/4 VERTICAL HEIG'T OF a d ., ` , PIPE-SMOOTH FINISH 1/2" GRADE 60 REINFORCEMENT ' '• --MANHOLE C ONNT--SEAL TO BE USED ON ALL -- --- ' • / 24--3/4' -� 24-3�- -,,. I z U MANHOLE SECTIONS .�'. w • I+ ... . \ I 19-- -�-� Z --INSIDE ORM VERTICAL MAXIMUM 2' F lR SANERT AND 4' ' • 13- CC ,,,r FOR STORM VERTICAL DISTAL CE INVERT TO --i _ iT• SECTION A-A 7 O INVERT A MANHOLE SECTION ^�` I w Ii �` I .... .9.7' (VARIABLE 1'-4') 3-3/8' FOk -._�1 ^ 4. PLASTIC SAFETY STEP ,••• � MINIMUM HEIGHT OF STANDARD TO BE 5' • Z '` --SEE DRAWING N0. 100 MANHOLE STEPS - _ 27" m 0 27" •�•,- �: . 8.1 �1 I NOTES: -KNOCKOUTS TO BE USED WNE1! STUB OUT PIPE IS w j•� d, v, ut � '�•• • • -1/4' ALLEN HEAD BOLTS 3' OR LESS -- _ t - I``d*•.d ',V:• 7,. I •,'�'a•;.�tt•;-T"�T:.0 • A. I' G RECESSED •�,• ••!•, TO HAVE BUILT DOWN COVER _ ----.�- /B 3/4' GALVANIZED BAR- d .. -T, 7•• � I •`;�.� •;:i--_ -'`y-�, ALL PERM INANT CLEANOUTS 4B•'MIIV. 4 , w0 / �-@ MATERIALS: 3•. 12" MAXIMUM �\ 1'/F T. SLOPE d • • ' 12'• 3„ 3„ •,T•' �• I" MIN. FROM 'TOP OF GALVANIZED: n _ s'• ' ,V�,, FOR O P P. d CONCRETE PI E , I - ' 1 PIPE TO MANHOLE /6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. �. 4 -- - 23" - I 23" L.---. I I�-� --I '%Viiia-u•,_i.: .• J •'.,•;.::;, SECTION REINFORCING BAR CONFORMING WITH ASTM A-815 GRADE 40. �? P • GALVANItEO CONF-ORMING NTH ASTM A-123. Iq 31,. -tet 3,' CONCRETE ENCASED r 1.' • PLASTIC: • --- _ BOTTOM OF WYE m • •t 3/4' FOR PLASTIC: PIPE / - MUST CONFORM WITH ASTM C-4;P. �• �•F. IIr�E,; 3 1•-0 STEEL REINFORCING BAR MINIMUM 1/2- GRADE CO. - w' 12. OF 3/4'-0 COMPACTED 8"MINI, P4.CONCREIF.d' a -, •. !-"- - !' MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED '�Lljl.lk'GAN tYPIC NOf POI¢U5L IN rl?/WPIC:AttL'.�,5 OF COI-LECTORS - - - BASE MATERIAL - '•. NOTES: ANP WTIYS'IAJ. 5fRCCT"S. �' ►, ?;'„! l WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE DETAIL I•�- � •r•'::",f-;';�•',�: 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 1, COV1"K A1JG'FKAMf!71•IAJ..L CW f RAY GASP IRON AsfM A--449 t:.l_A55 DO. -t•'+• WITH SERRATED SURFACES. 6 MINIM ,h 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. NOTE: CONCRETE ENCASE ENTRE WYE SF.C710N AND 43 BEND IF CONCRETE PIPE ---- 4'FOR GALVANIZED STEP - COVCR MP 1^f'AM[ f0 TN AAACHINI.IJ f0 A TRL1.`.I9r`AkING N..L AIZDUNT�. Z •'1'' 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. •1 NOTCH LIP POR LIPTInIG HOOK --- ------ - -�.._----- -------------- ----_.._.------ 4. NOTCH LID FOR LIFTING HOOK, unifiers unified SUBURBAN AND STANDARD 5U�112 AN ANIS 5-rANP/Wr S i A N D A R D MANHOLE sewer MANHOLE STEP eewrrags unified unified unifled CLEANOUT FRAME unified > UfA Wagency U A4 agency MANHOLE FRAME AND COVER UfAjos � MANHOI,� Fp.AMF- ANb COVCUfA s STANDARD CLEANOUT 4sewerage sewerage DRAWING N0. 010 RA agency _ _ agency UA AND COVER UfA D WING N0. 100 DRAWING N0. 110-SA I9I�AWINc4 NO. II'7-�.�r � agency ----- -- DRAWING N0. 150 DRAWING N0. 160 I �- '-a a/•• A ..�\ A AS SHELF - -DETAIL B -- ---- ----- -�- ----�-._- ____ AS REGUIREU •b jl \ B .•. SEE OkAWINC N0. 260 - -- - _ n MIN. 6" ''• 4 ------ --- FOR FRAME AND GRATE A A =- w -- * --1- Q A �- `=-I ^ L.- -I \1a V3 •aiS-_ s�/a' INLET - -'I OUTLET ► Je. �I DITCH _ . 1,2 SO Fear RAT AAA •, / MANHOLE S'"E P N r x a la A�r SECTION A-A \�` f� •� d d' �• SPECIFICATION4 T� MOLF �� S9r11 N A-A I. ALL WELDED STEEL CONSTRUCTION. PLAN DETAIL A A � U lJ 2. ID GAUGE STEEL MINIMUM THICKNESS B--� PLAN ___-_-- *USE 10' GRATE ANGLE (PARTITION LOCATION) 3. 22"THICK HEAVY DUTY CAST IRON _ -- • MANHOLE DESIGN TO CONFORM I/2" SELF TAPPING co'c. STANDARD CAST IRONS 4, COATED INSIDE AND OUT WITH PLAN r\ WITH AS1M C-478 ASPHALTIC PAINT � MAX 30 � ;' V •''11.1, ANCHORS. PHILLIPS 5-12 p IN 10 V STEP 1,: ^\ ONLY ONE DROP ALLOWED PER OR APROVED EQUAL, 7 < AANHOLE f( _ ____ V .,� •`};y, a �, 1/2" X 1-1/2" STAINLESS I IF�-� 5. OPENING ON BOTTOM OF WATERSEAL Q Q G1; LL. < 1 1 2^ 1l 1 1 2•' t2" :.;, ',a, •• STEEL BOLT I 'I TO BE ,REAEER OR EQUAL TO AREA 0 n LJ 4�1 ? BOTTOM 4•• - --3. -�J ..._.1 •^' �;� \ • CABLE OR CHAIN �.� .d:.•. I IN OUTLET PIPE. FAS ENED AT •,, II I REMOVABLE WATERTIGHT CAP - SAMESIT TELEVATION �f.as ••' 'i. m r�T�'TT-7�m • 6, STANDARD DEPTHS 30', 36', 42', 48" ETTZTZIfl-fT1T'-IT-T1 AS FIRST STEP •••Q• O cc 7. MANUFACTURER BAST NOT HOOTRECOMMENDLOADING CATCN BASINS WITHCx1i PROPER 3 e- •' . F Y` 'b cai .' _ ,F.•. PLASTIC OR DUCTILE IRON B 13 A DEFLECTION \ ' A ♦ 'R', SUPPORT UNDER GRATE FRAME. SECTION B-H NLET�jeLokL .o2.F�r Fl.p� OUTLET (DtL4� C) 1 " DETAIL B M CD a �• PARTITION I I o o • •a F ,'1 p -'- ,1 1 , SECURE TO MH WALL. WITH LLJ LLJ INSPECTION - H"TACHMENT J- .. -. --- z U w • '1'7•'.•1':: b • •.V•."I''.M.:: ., AND CLEANOUT -10"MAX. DIA. \ ___�' � (' w W J 'v STAINLESS STEEL BANDS Q Q _2 1/2"z 1/4" S0. EDGE FLAT BAR -�-- (MIN 2" WIDE) AND OPENING (,� > O • 2'-Q" (� I 2'-3 3 e' �_ - (DETAIL c) - PLAN VIEW LLl w V it n i TYP. GRAZE BAR (17 EA.) 1•.' " •U,� l,'2" BOLTS REMOVABLE DEFLECTION PL/,lE(MIN. I GRATE FRAME 0 x Q N .1:. MH DIA TO BE DETERMINED BY r - STEEL UFIBERGLASS PLAN OR HDeE. VL LL STANDARD CATCH �N -WATERSEAL SECTION A-A _SECTION B-B :^♦♦ I �� 4 SIZE OF OUTLET PIPE I --- - OUTLET COLLAR FOR NO-HUB '- MAX •i' 36" MIN 1' 4"-18" PIPE w 60" DIA MH DETAIL A- Y" NOTES: SUMP �� LARGER THAN 18" PIPE 3/16-� T Yf�. �., I •I _--FIBERGLASS OR HOPE G71) V " PROVIDE SPECIAL DETAIL 0 I o PARTITION: TOP PARTITION DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 't' ' t0 BE CVT SO THAT z B" OF 3/4" COMPACTED BASE MATERIAL ----' MI ••ti . '° " I BOTTOM OF CUT MATCHES V1 I s 2 1/2" x 3 8--- 1,•v....i. r 4.r.�if il,.:y(•,{:,•.•" • THE INVERT OF THE DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOk APPROVED 1 " •Q4 i;:•,:+.•"e'!•' ''j•,,:'."a' •Ai;Y�i',�:'••• o. - o ° INCOMINCPIPE. INF U SO. EDGE FLAT DAR 3" C. TO C. d •,•d RADIUS OF THE CUT \ PRECAST MINIMUM WALL THICKNESS T', BE 5' SUMP VOLUME REQUIREMENTS ••' • SHOJLU MATCH THAI OF Z r • .Q�;."•J'• ..d'. THE PIPE. � w � L.- REINFORCEMENT TO BE REBAn MEETING ASTM A815 GRADE 60 OR WELDED PLAN SECTION A-A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE o ,0.,•Q, ,/* V: p .•`.', ° -� (, WIRE MEETING A57M A497 ------ MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE '�• r•• .J" •, •• _ NOTE: COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE t --'- Z T` C) Z FRAME AND GRATE r0 BE FLAT BAR STEEL OR APPROVED EQUAL. I - ---- hr TAIL C N "'E L n c � CO., INC. n-- � w CV SECTION - --- 4708 S.E. 16TH AVE. PORTLAND, OREGON 97202 � 0 O= W ® PHONE (503) '136-3625 - -1, Ln O 2 /� 0 l�oS� unified DITCH INLET unified WATER QUALITY - unified - - - _ _ -- -- 24.9 0R 24"0 9e sewerage sews unified ---� sr�wDl1RD cAn eJ�ISIN DITCH INLET UfA 4agency sewerage FRAME AND GRATE UfA Oqpncy MANHOLE INSIDE L �1 -�-- "� �� agency `� E D R 0 P MANHOLE N H 0 L E 8e11l --- - �N A -_- DRAWN BY: BPI -- I/14 97 � (] DRAWING NO. 25U DRAWING NO. 515 UfA Wagen*9" FILENAME:IYNCHOI DWG J L _._------ -------- ..-- -_. __ -N N _260 --------------____...__.- - ,_.-------- -- F- - �--------- - ---------,-. DRAWING N0. 070 ---- > 32' lE _ 161_ _ 8' 1" TANK VENT- 20�1 (a' MIN.) BROOKS � 37 MF-IER BOX MSA VENT CAP 7YP.TIL a NL (2) BOTTOMS ;«QLIIRED-\ - �5' MIN. 6„ MAX y - f - - -- - - 1" STREET ELL- 1„ UNION I a r.,w A.a��.� GROUND - -� 12" MIN GENERAL NOTES: A T•.tnr•��rrlre�n 1" AIR VALVE ----- 18" MAX 1.) srorsOLT01 we storamIA rR MANI=IA1M. PDRRANO.OREGON(SD3-t.4-a»]). U. FAV ++a L 6 NRAM 12• COMBINATION AIR 6t VACUUM) _� I--_ G FROM F/r, z) ALL� TM uouRc AcuAAA MAMIENN{C AQLR ro OPER.igN MU MA•IILHAN(C MAIAyL«xAFT rm 7•AT,41 IMrWIT•PW.rrc 3.) PRECAST CONCJIETE VAULT CONSTRGC7(6 W ACMVWM=11TH ASTM CW. SEE POST % ` �- 17_ /871 -+� --I - ,- 1-- 23 1/4" 4.) EXTVIIAL P~AM 0DUPLNOS PROIDW r OWRL SUPPORT DETAIL-/ / • ? . { 1) 1�s PRsa1Tr STOMA]Ta O KTA t7 W FORT VAULT DIMDd o&aMTldd AND�AIM Of CAI I,"D[s. Z (� 7.) W11-RMTATION•YIAA TO K irT ALOND CM W LOWN OF WN>01n or••.T"AS 910TH 0 CLASS 3 3 0 0 Ji:, ) SU PRECAST FIITER DATA ROCK FOA BALLAST W M AND HEIOM ORIENSIONS. 1 � Q Q ° QT CONCRETE I 11 .\ A �3o o Tl PICA,DIUS 0 1. MATERIALS, . �4n� '` _ • -RarAroN MMusr -_ 1" x 3" BRASS NIPPLE - -1" 90' ELL ° 0 0 0 - _ EL oNcr� -- [R)NT[ iTnPvf 0 2' X 2' X 63', 12 GA. GALV. PERFORATED STEEL PAVEMENT- TRAVEL VW-v4l Yw1T / µ1RW"7larPATLR POST. - -� I-- 16 1/8 r` _ WAY " • -- -� Ai: rNr F'�I SHOULDER - --,-_' A T-� �`- 1" BRASS 90' ELL I _ 3" 2 1/2' X 2 1/2' X 1B', 12 GA, GALV. PERFORATED -\ ISI `- GROUNL' O STEEL STIFFNER POST, " COPPER TUBING 1" x 6" BRASS NIPPLE 1 2 1/4' X 2 1/4' X 36', lc GA GALV. PERFORATED 1" BRASS COUPLING 31 3/8'' FINISHED 8/1 6"-9" I �� EPDXY BOND - � I�-- ■r wMr -0 STEEL ANCHOR. ��� CONCRE. F ---- 1" CURB STOP • i 3/8' X 3 1/2', GALVANIZED HEX HEAD BOLT WITH 0 1 7 LOCK WASHER, OR 5/16' CORNER BOLI', '1k --:701F' P _ __ __ T ' UFF CORP 90' ELL VIVJ' c. (("OIHrRPP[S) \REaar CDwwG • T NOTES: 7/16' X 5', GALVANIZED CARRIAGE WITH FLAT AND 1" CORPORATION STOP 18 x 12 x 2" CONCRE iE PAD LOCK WASHER, 2 BOLTS PER RAIL PER POSE 1. CURB SHALL BE MACHINE EXTRUDED. `^ i 33 0 2' X B' CROSSRAILS-PAINTED WITH REFLECTORIZE m RED AND WHITE PAINT, PPr NANFOID-(M).. - - uD,:Ra. W i O NOTES: FRONT VIEW U SIDE VIEW 2. CONCRETE TO BE 3000 P.S.I. AFTER 28 DAYS. C'""'�`(TV) I 2, SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICCS 1. 0 FOR STREETS AND HIGHWA(S AND THE OREGON 1. FOR 12" AND SMALLER WATER MAINS 6'x8' PRECAST STURMFILTER - PLAN VIEW 1 su=rLEMENT. N.T.S. N. I. 3, EXPANSION JOINT EVERY 20 FEET. SCALE N1$ - 1 2. VENT PIPING TO BE GALV. 0 3F-1 BARRICADES 3. SLOPE COPPER TUBING FROM - -- 6,-8 BAARRICADE DESIGN CONTACT: 4. DIMENSIONS VARY TO CONFORM WITH CURB t T.3'nAMDw Petr DDaRs(�+) rTMmc�AAA•rO UO(n'P) 6C-9 BARRICADE APPLICATION MAIN UP TO AIR VALVE 1% MIN. US POSTAL SERVICE MACHINE. POST SUPPORT DETAIL 4. LOCATE AS NEEDED OR REQUIRED TIGARD BRANCH 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN FwR sPREADre ' OVEW " +tJW AAn EYP) ACCORDANCE WITH THE CURRENT STATE OF OREGON 5. CONTACT WATER DEPARTMENT FOR ACCEPTABLE DEVICES. BOB PF_TRIE 1[.�y� �� � ' VALrA(») STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTI❑ J` - ,r,�� e. PROVIDED BY DEVELOPER, INSTALLED BY THE CITY, I I r MAILBOX \ /� I I KOt m*) we•�iUM NOTE ..r N - L[ Fxn• :.a MTI. 4. BARRICADE FOR SIDEWALK IS SIMILAR. C L_ U S TER I� ,V I A L L� C� N01 10 :�CALL 5 • �- ��� - NO SCALE AAIH•o14n er' - NO SCALE +..• f, / - _ H -- DETAIL- 23. AOUSTM P. CLR]4Af AG P. DUENAS a► STREET rMG13115!G DEPARTMENT 1 COMBINATION L,wC Nh 1717;Sr HNl M QM W�WWI DWG, NO. T1Tl"1�', Il1I5'iR NNl eLYo trrr DlaNar are:T7{ ROAAO.QIrCOH 9-7]]7 M!Y'I'"•.'•,••9'.I- FOAM.am"s7= --•-- MVI.1.(1`•V rF "o" (LOTU S•-4171 BARRICADE �� VOa (s67)!J•41" MARCH 199e & VACUUM VALVE 90 6^xB;PRECAST STORMFILIERP'-- SECTION A-A O!kAnG.ARD rAx vu te�n•7 WIRCSN 1N6 aTY OF noARD IAA 907 e•a-7xt71tlR"",DAtrAPPROV.Orn •/'�V.0 N.T - -__� - I Pm __ r'r••PIWCAST S1'ORISARR' _ �- - ry, Ld ST�!'rCT yfEM AIL U,A M 11 1 f/fTTr w O --_TEi19Qift71=.--.- NMS=�:,�•�i�l w PROJECT FANNO POKM Hall Blvd. 13710 -- ------ SIT2003-00001, PLM2003-00033 NO. 32811 N: \prof\32.8 011\dwg\32811DTL.dwg - �HF_ET: DFTAl1.2 Jan 29, 2003 - 10:500m bef 13 of 16 ----- "----- -- --- - - TYPE C 0NffrRUt.'T10N NOTICE' IF THE PRINT OR TYPE ON ANY I I I I 1 I III III III III III I I III III III III III III III III III III III I I III III III I I( III III III I I III III III III III III III I I III III I I III III III I I I I I I I III III I I I I I I I I �)��. a ) �U�� IMAGE :S NOT AS CLEAR AS THIS NOTICE, ---- ---'1 ---- ""1 - I `'L- I 41- - I_._ 1 _ 6�-'- �_ ---� ---� ---�---- �I 1U I 111 1� ITIS DUE TO THE (QUALITY OF THE - _ N°36 0 �,•�,, -- �-°''• ORIGINAL DOCUMFNT A1,111111111 g� 18 LZ 91z 9Z bZ £Z �8 111Z UZ 8t 8i Gi e�t �I 6[ Fi Zt tC i IF. N G 8 9 b £ ti i�lruw 11111111 II1111IIII � 1I�III�IIIITilll�ll VIIIIIIIIIII111111IIII�I �I 1 Illl�ldl-Ill�lllllllll 11 I ll II 1 I II 11 II 11111.1W.U.lAlll.11 1 I� �lllllll l I�IIIII� III N M r'..� rr!v -. -:a'.•.•-.. :... ro cm- •..... M' .,. .. 'd�µ .:.�.•n,.•r:.iti?L�dlefa;;x•d„V.I.r ✓✓'d:;rFr.. .� r-•,:,..:nor;,.f�,:..idWl..r e✓,raleiaFnA'M���3k•iCab�A�eY.05Ye1i1 N� �.k!.d�wf�'yI.W�,n.�b'iA6.� ;.aal�.4.:dtA`�aae6�diM:ed�e.ihlfgAil.6'' �.Y�iCy�' k,� �i� vi�w 7BYWJl,ef. e xxLr:U+11�rt,,•anti.GKi�A�3$:',��11.�..a4.•�hf..�vt..irou....nl.,...i,.f,3�rr..i�aBlS.la,Mn�Dr�6L �ffi�Y very �r�a3X'%iv+MrNkiNaaw9,Mn7aln, Y_.„u .vs.mnf �waNtiW�te dtl�k,:'�•+lr,A.{ � .�.da .> �4w�e , k+ a� � 9b �wYY.+�IM1 �6 n�OE iad�kl#�a �1? MI� • •• N III I I . . . . . • • • c� II M UM 1 . . : lop 00 00 co Cb — — • PLANS SCHEDULE 0MMCiri NAMIF S RF MARK`; I YF'F I I Y � IIF � I SCIENTIFIC' NAMt ( I TREE 00 _- ♦I • • • I - T - 25 d, U' As `ihovm -ai) Acer circinatuVine Maple Multi frunk , p _ _ � a �. .,� � „�� % �� r♦' 0 1.5” cal. A5 `shown Airclunchier alnitolio ` e_,rvweberry Multi frunk a. L____ �— - --��_ ,� •.. �4W 6' A_, ',ho".vn Charnoecyf)ans obtu�u ruc_ills' (,racilis hinoki cypress 40 7 %4000 ♦� I • •:•,•• • • f l S [ " cal A� `,hown Froxcius oxycorpus "Ruywoud' Ruywood Asl — I r moi♦ . • -- ._ - - - �J _. _- .. _ -:. ----- - �--- ---- r- -- --fir LJ — — — — — --_ _ I• f •. �V 1 DEC , TYPE I01 )' I I?E ( 5i'k Irl(, 1 SCIENTIFIC NAME`, I CI�MMON NAME`_) 0 II I ; i1 (~!7, f -- -- - - _ - ED- - - - - - - SHRUBS: > i i f 30„ � '� GLl)AR �_ 06 2 gal. 4 U L E�erberis thunbergii Japanese barberry �♦ �E000R a, 1 „ ° .• � 15 2 gal. 4' O.C. Cornus sericeo Red-Osier Dogwood I I �♦ ' �' ® 23 2 gal. 4 O.C. Euonymus alata "compacta" dwarf winged euonymus _ �j QD 66 5 gal. As Shown Gaulthel is shallon Salal � 85 2 gal 3 O.C. Mohonio aquifolium Oregon Gripe Q I '-1 04 2 gal. As `shown Physocarpus capitotus Pacific Ninehark 79 1 gal. 3' O.C. Polystichum munitum Western Swordfern 03 2 gal. 3' O.C. Ribes songuinium Red flowering current II I i Auk ��\r' ,�� o 06 2 gal. 3' O.C. Rosa Nutkana Nootka Rose o II I I "' - S Irea x bumaldo "Anthonyaterer" Dwarf red s irea 8 g '-- 14 FIR G �� p• 14 2 gal. 4' O.C. P Y p a3 00 kv c� c� / Viburnum oavidii David's viburnum 1 � r' M '� c, � 21 2 gal. 4' U.C. I 1. l w w A, �� ♦, �,w S II _- TYPE I 0 rY. ( SIZE SPACING ! SCIENTIFIC NAMES I COMMON NAMES I REMARKS x,111/,, 6 �to ��, /_ 1 ,r GROUNDCOVER: P YI Kinnikinnick • II I 1 tn; 1?"RIRCI"I �' - I 224 1 gal. 30" O.C. Arctosto h os uva-ursi I r 1 1 52 1 al. 18" O.C. Fra aria chiloensis Wild Strawberrym F ^(\REP 6000 �" S • �� `- / 3,300 sf sod As Shown Sod Lawn Shade tolerant z z v w • • • 'l _ 3 w tJWOOD WSW o 0 X a (U CH 14 ANNE 1_ II I cv ° " 15"PINE. 1 24 4 i o _ � • C—" r4 I I PRIVATE DRIVE 1 4 — – f `—WETLAND TO kEMAIN . + •• UNTOUCHED U O • II U U f3 \ \ _ O , ••� L ##,vote Iry 0 tOOD II ( �` III/�� I ) I \\ /o � \\ ',,`� •`••1••••• 0 1_7 0 1 T I I � � • l \�I 1//I. r,l l/ f,l 1 � - �— - , _� \\ � i��� '". =.�-"��/• O � ��_ ��� I I 11 IJj,, �� //// -s } �� • a./ ��' `\ ._. ,.1 I • • . . * /�i'" ��``IIII' \� u. u i. • /�hlll�`` "�"`� _ _ • ' II '� �10W-11111 •// � /I I� '��' ./I N / � //1 Ift TI1�' "•//ITS- - - 4t�--�i�l - _._____- •-- i .,- - !�. ' - =` .� _ _--_.--_- ---___- _.___ •��,,�_ _ter- � � O �� �� //Illf' ��� i ! PLANTING PLAN J _ �0 1 i) 0 20 nU PROJECT Hall Blvd. 13710 -- -- ---- - - S1T2003-00001, PLM2003-00033 NO. 14 of 16 -- - -- - N. \prof\328-011\dwy\PLANNING\bel-rev3281IPII.dwg - SHEE1: Planning Jon 29, 2003 - 2 46pm bet TYPE NOTICE-. IF THE PRINT OR TYPE ON ANY > �I" 11f III III III III III I I III III III til til Illllllllllllll III til Illil! il til III III III Illllll I VIII III III III III til III I I III III 1111111 III III 1111 ! 11 III III III�I�jI a� W4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �- I -I _� I I l I . I 13 I_ I _ - .: 1 I I JL --I- 61 I I Il I I I_ gI - L �L .I: 10 -11 I I 1 ITIS DUE TO THE QUALITY OF THE No 3e � �•��••• �' ORIGINAL DOCUMENT I I Q� F 8�Z 8 Z L Z 9 Z 4 Z ibiZ E�Z Z tIZ 0 Z 6I l 8II G T 91t T 16 i El[ I ZIT TlIl O�T IB 18 IG 19, I IIII IIII IIILILII !III ►IiI IIIIIIII IIIIIIII IIII illi IIIIIIII illi IIII IIIIIIII IIII IIII IIIIIIIII IIIIIIII IIII�IIII I 1 I h1 I • �r1 Cq • ••• N PLANT SCHEDULE • • • • : • • 0Q co ,1, I YI'f CITY. SIZE SPACING SCIENTIFIC: NAMES COMMON NAMES REMARKS TYPE C� f Y. SIZE SPACING SCIENTIFIC NAMES •'• •'• � � :C;OMMuN NAME �� TREES: SHRUBS: 22 2 gal. 4' O.C. Euonmus alata "compacta" dwarf winged euonymus w a Il t ' 10' As Shown Acer circinatum Vine Maple Multi--- Trunk y 0 84 5 gal. As Shown Gaultherin shaliorl Salal loop ! `)" .:c,l. 4 0.C. Acer platanoides 'Columnarbrood' Parkway Maple 0 .�`� 2 gal. 3' 0.C. Mahonia aquifoliur l Oregon Grape �N 0 j 2 :jai. 4' 0.C. Viburnum davidii David's viburnum A a' A., -)hown Chanlaecyparis obtusa 'Gracilis' Gracilis hinoki cypress °v cu A,1j 5hom I (--:ornus 'Eddies White Wonder' Pacific Dogwood a • 1 `� �. _�" cal. As Shown Froxinus oxycarpus "Raywood" Raywood Ash 001INDCOVER: I X 1 gal. 30'' O.C. Arctostaphylos uva—ursi Kinnikinnick X 1 gal. 24" O.C. Fragaria chiloensis Wild Strawberry ° ) Existing Tree To Remain x sod As Shown Sod Lawn Shade tolerant Cr NOTE: ALL REMAINING DISTURBED UPLAND AREAS ARE TO BE SEEDED WITH FLUER — DE - LAWN, FROM HOBBS AND HOPKINS TEL. (503) 239 — 7518 a 0 z g g < W C-:) 0 n Of r m m c� z LLr z } v z w CD LJ W J U-) `L > n Q a o Of a Lf) PLANTING DETAILS �\ plan view JET - (3) 2"X2" D.F. STAKES PLANT ALI TREES W� a --- TREE TRUNK TOP OF ROOTBALL 1 E E� ABOVE FINISH GRADE TRIPLE STAKE W/ TRIPLE GUYS 2"X2"X8' U.F. STAKES RUE38ER HOSE & DOUBLE 0 2'-6" MIN. BELOW GRADE STRAND 14 GA. GALV. 0 -- WIRE OR APPROVED 36" UTAME lLk _ 0 CUT TOP OF STAKE BELOW T CHAIN LOCK' /� SPADE CUT (J" 00� DO "o CANOPY n T 3" MIN. MEDIUM GRADE TYPICAL SHRUB TYPICAL GROUNDCOVER EDGE � p 'CHAIN LOCK' TYPE GUY -------��_____--- _ --__-.. _ 0 00000 OR 2 STRAND 14 GA. HEMLOCK BARK MULCH PROVIDE POSITIVE -- 0 000 0 GALV WIRE W/ HOSE �� �k- DRAINAGE FROM UNLESS NOTED C. GULAR PLANTING 0�0 OR APPROVED EQUAL BASKETS. CUT &OVE L LOOSEN BASE OF AZALEAS 0 0p 00 & RHODODENDRONS PLANTING POCKET 0 %� REMOVE ALL WIRE BASKETS ,� _ ALL BURLAP 0 CUT do LOOSEN BURLAP _-� -- -- F 3" MEDIUM BARK BACKFILL W/ 3--WAY .� NOTE: PLANT WITH MIX OF EQUAL PARTS -----_- ,` 10 3" OF MEDIUM GRADE BARK 1/2 �.�' � ROOTBALL 1" ABOVE AS SPECIFIED TOPSOIL, ROTTED MANURE -- AS SPECIFIED TREE FINISH GRADE & LEAF MULCH HEIGHT - LOOSEN SOIL STEL OW iRCI 36" DIAMETER MULCH RING ROOTBALL (4" FOR L.00ATE 2"X2"X24" U.F. HE Gii I FOR TREES IN LAWN STAKES OUTSIDE GROUNDCOVER & 0 f INi')li Q0 FINISH 6" FOR SHRUBS) 8 - 0 GRADE � j DRIPLINE p DRAW FERTILIZER TABLL- TS 21 III Il 1/3 DEPTH OF ROOTBALL. _ - _ FE.RIILIZER - AMENDMENTS USE 1 _ I � ) 21 GR. 'AGRI- -- - (1) 2� GR AGRIFORM TAB./1/2" -- — - -1 -- - CALIPER PLANT 1 - • = FORM TAE] R E MIN, DEPTHLIJ II 111— 0 1/3 ROOTBALL DEPTH N: \Prol\323-011\d qAA I(PG e� 1 _ f g•� Plonnmy 1�n T0tE�4�A IF-E1 4Apm bef 1 1/2 11 - DEPTH ��.Y 1 5X " ."' ROOTBAL.L - POLYMER OLYMER GRANULES 1.5 LBS./C.Y. SOIL MIX _ e POLYMER GRANULES ROOTBALL u POLYMER GRANULES Al DEPTH �l l —_- - ' - O 1.5 LBS./C.Y. SOIL MIX - 1.5 LBS./C.Y. SOIL MIX Fl, � 3 WAY BACKFILL MIX EQUAL - — — — - — — -- - --- - --- � PARTS TOPSOIL, ROTTED 3-WAY BACKFILL MIX EQUAL AGRIFORM TYPE FERTILIZER PARTS TOPSOIL, ROTTED E. dr: r r ' MANURE LEAF MULCH MANURE do LEAF MULCH1 GAL. SHRUB -- (1) 21 GR TAB. w I TAB. BREAK UP SUB--SOIL 2X ROOTBALL MIN WIDTH ` 5 GAL. SHRUB - (3) 21 GR. L' - - - -- BREAK UP SUB-SOIL 2" POT 1 5 GR. TAB. 2X RUUIBALL MIN. 4" AND CROWN FOR WIDTH MIN. 4" AND CROWN FOR — DRAINAGE • 4' POT (2) 5 GR. TAB. WIDTH DRAINAGE 1 GAL. (4) S GR, TAB. Deciduous Tree PlanlingDetai� nts Evergreen Tree Planting Detail nts Shrub & Groundcover Detail nts section ? - - ------ section section LLJ Ld Hall Blvd, 13710 PROJECT- -- ---- - SIT2003-00001 p' ".12U0.00033 N0. • 00 15 of 16 - - __ YP E plwitp NOfIGE' IFTHE PRINT URTYPE ONANY I � � � � 1 11 � III III 111 III I I III III III III 1111111 ! 11111 III III III 11111 III III III III il! III I I III III III III III I I ! 11111 111111 IIIIIII III III 1111111 III III VIII I a� 0014 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l --_� - - 'rl - 3 4- -- -----__ 6� I --- — - I -I �1. I 101 I --11�----1 � .__ Y.JFYIWMM.wa..Y.�.••LALv.4yY•y�.-.n,v.�:...,, ITIS DUE TO THE QUALITY OF THE No.3e ORIGINAL DOCUMENT tlIZ 8Z LI Z 87, y Z 1b Z HOZ l l, t� Uff ti 6 t 8 t GTC 9I 9 t b 1 I t; t Z1 t 1 t i 8 9 L 7iY13N1 I� I I II I I I ll II II IIIIIIIIIIIIIIIIIII I!IIIIIII�IIIIIIIII.IIIIIIIII Iill It III► IIIIIIIII IIIIIIIIII►III�iIII�IIIIIIIII�IIII i�Ii�IIiI iIII�IIIIII�iI►TIIII talll l�llii� VIIIIIIIIIII IIIIIII 111111 III II VIII I I Illlllull� 111 �1 �lll�l 11Jlltlllil �u Ali N I L u LEGEND LUMINAIRE SC_'#'HEDULE A PULE MOUNTED LUMINAIRE, 100 WATT HIPS iAMP, TYPE 3 DISTRIBUTION. TRANSFORMER M VAUL',F 240 VOLT, HPF, ONE PIECE EXTRUDED ALUMINUM HOUSING, BRONZE T] FINISH, TEMPERED GLASS LENS. MOUNT ON A 20'ROUND DIRECT-BURIED FIBERGLASS POLE,BRONZE FINISH. (MGUNTI:IG ` '" POLE"T-LUIA11"Rillil A$ SHOWN HEIGHT 18'UNLESS SPECIFIED OTHERWISE.) KIM 1A_&AR3_100HPS_HS-PRA-184 OR APPROVED EQUIVALENT. 1111OLLARD, PROV"BASA La POUZE; WHATLEY E4020-07-5-6 IR APPI IOVED EQUIVALENT. HOUSE LUMINAIRE, WALL4AOUNTED B OtJTC,-,%OR WALL L UMINAJR.F WITH 75W INCANDESCENT LAMP, FINISH AS SELECTLO RY AFiCHTIECT. Fn A DESKWATES LUMINAIRE TYPE PROGRESS P5628 OR APPROVED EQUIVALENT. ( SEE LUMINAIRE SCHEDULE ) E ti 0 ARPORr OO ELECTRICAL, EQUIPMENT NOTE a. LABEL DESIGNATOR A A DASHED LINE INDICATES THE APPROXIMATE 0.5 FOOTCANDLE (FC) ell- LIGHTING LEVEL FROM EACH FIXTURE. m ' i _ -- _ _ __ - _ z S87*4014" E 615 34' 54 56' ui -,--0,5 FOOTCANDLE (FC) UNE176.72' z (TYP.) UJI 87040'140 E -TYPE 8 LUMINAIReo% (TYP.) L9ZL 40p 9%0 1 V) :tl_ 40 , < C) LLJ LLJ et so wt .. _ wow No - \ .0 00 wo cc 0 z goo aw so �! U C z uj 6� _j A LLi CL- 0 Of m 0 WETLANDS A If A I TT A L 0.5 I FC Y Ci t J N DRIVE A Cd A A 10 • 01 OOD D 71 0% %* 4 L L r • N1, •to ........... so Q N 87'40'06' ml &31.57' -_ — ----- Cp I. GRAPHIC SCALE .so 0 15 30 so T in IN FEICT I inch - 30 ft. 'PROJECT FANNO POM Hall Blvd. 13710 SIT2003-00001, PLM2003-00033 N 3" N: \proj\328-011\dwg\f)l ANNING\3281 If'!If dw(j SHEE T: Engineering Nov 01, 2002 11.47om bet 16 of 16 KAI~ 1 p11111111.11111 III III 11 III I I i NOTICE: IF I HE PRINT OR TYPE ON ANY I jig 11111111111114 1 �111111 11 � 1111 CC.� IMAGE :S) NOT AS CLEAR AS THIS NOTICE, 31 J� 61 �0 ill I , d 91 1�004 I ___- __ __L_.-_ ITIS DUE 10 THE QUALITY OF THE No,36 ORIGINAL DOCUMENT t MAN 11111111 A ILI Jq�LLI?tu�jiz� t,l-I I I I t I I I I I �I 11111111 Illllllllllllll!!IIIIIIIIIII IIIIIIIII IIII IIII Iill IIII IIIIIIIII IIII 1, T VIII III 11111 J11 I I 1 11 11111 11111 IIIIIIIIii'lillrTil'i'l 'Ill II I 11,11!I II Add