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14850 SW 132ND TERRACE-4 y�i r r Yfy� Mf'ly,p� r v R:1 G c� GENERAL 'FS: Q -- STORM DRAINS: ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. Sr-EC IFICATIONS, CODES, AND REQUIREMENTS OF THE JURISDICTION, THE !. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPEP GEOTECHNICAL INVESTIGATION FOR THIS PROJECT BY URS, INC. AND THE SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES AS REQUIRED BY PROJECT SPECIFICATIONS. A) COVER GREATER THAN 36-INCH: THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPAr.?!HENT OF HEALTH. `mow G,�aard St 1 B�dl Ma1nMr1 Sw 51 James La ASTM D-3034 (SDR 35) POLYVINYL CHLORIDE PIPE (PVC). -_ _ { _ 2. T'IE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT 6. NO VALVES SHAL.L. BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF I - I I Lu. IN ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE B) COVER LESS -THAN 36-I NCE': TIGARD WATER DEPARTMENT. 0) _ Sw.Chander Dr I NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND OTHERS AS NECESSARY I .Sy�A� 1 I ` �� 4 TO PROVIDE A COMPLETED PROJECT. DUCTILE IRON PIPE CONFORMING TO ANS1.50-1 OR AWWA 7. ALL PUBLIC WATERLINES SHALL_ BE INSTALLED IN ACCORDANCE WITH CITY OF 1 S e Vry1. C150-1, CEMENT LINED PUSF;-ON JOINT, CLASS 50 TIGARD STANDARDS AND BE THOROUGHLv FLUSHED AND CHLORINATED AND W CB 1-• f 3. THE CONT^ACTOR SHALL. HAVE APPROPRIATE PERMITS BEFORE COMMENCING WORK ON THICKNESS. POTABLE 'NATER TEFTS SHALL RE APPROVED U Y THE CITY OF TIGARD PRIOR TO $� �J�'% - LAI 1NY METERED SERVICE HOOKUP. ALI. TESTING SHALL BE IN ACCORDANCE WITH THE -` > THIS PROJECT. THIS INCLUDES PROOF FROM THE OWNER THAT EASEMENTS AND/OR ---••�� � SIGNED AGREEMENTS FOR WORK ITS I DE THE BOUNDARY OF THE SITE AS INDICATED 2, ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JUR I SD I CT I ONAL REGULAT I ON. ON THE PLANS HAS BEEN OBTA,..-J. m I I)l ld 8. PUBLIC WATERLINES SHALL BE PRESSURE TESTED AT 150 PSI FOR 1/2 HOUR. TO 4. THE CONTRACTOR SHALL REVIEW THE SITE SOILS AND MAKE HIS/HER 3. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE CONNECTED TO THE METER HOOKUP, i $CA � DETERMINATION OF EXISTING CONDITIONS. THE CONTRACTOR SHALL BE STORM SEWER. D 9. FIRE HYDRANT ASSEMBLIES ARE TO BE MUELLER SUPER CENTUR1014 250. RESPONSIBLE FOR ALI. CONDITIONS ENCOUNTERED. 4. THE ENDS OF STORM DRAIN SERVICE LATERALS OR PIPE STUBS FOR KEEP THE ROOF DRAINS SHALL BE MARKED WITH A ONE PIECE 2"X4" 10. GATE VALVE SHALL BE DOUBLE DISK OR RES I L I ENT WEGCE TYPE AWWA C--500, WITH 5. THE CONTRACTOR SHALL KE-P AN APPROVED SET OF PLANS WITH ALL APPROVED MARKER. RESILIENT SEATS PER AWWA C-509-80 AND EPDXY COATING PER AWWA C-550-90. REVISIONS OR ADDENDA ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL _ BE DESIGNED BY THE ENGINEER AND SUBMITTED TO THE CITY OF TIGARD BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. VALVE BOXES SHALL BE PER 5. STORM DRAIN LINES IN THE PUBLIC RIGHT OF WAY SHALL BE CITY OF TIGARD DETAIL 503. d ENGINEERING FOR APPROVAL PRIOR TO CONSTRUCTION. ( TESTED ACCORDING TO CITY OF TIGARD PUBLIC WORKS CODE II. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS THAT FOR 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED I t1 `ry SITE. ANY DAMAGE TO EXISTING UTILITIES WHETHER SHOWN OR NOT ON THESEINCLUDING BACKFILLING AND COMPACTION OF BASE P,:1CK. THE SANITARY SEWER. PIANS, SHALL BE REPA I RED/REPLACED AT THE CONTRACTOR'S EXPENSE. EXISTING DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS SURFACE FEATURES AND FENCING SHALL BE REPLACED IFI KIND. ASSOCIATION MANUAL-OREGON CHAPTER IS REQUIRED. ALL STORM 12• INSTALLATION OF THE UNDERGROUND FIRE LINE TO BE INSTALLED AS PER CURRENT SEWER LINES WILL BE THOROUGHLY CLEANED PRIOR TO DOING ANY EDITION OF NFPA 24 - STANDARD FOR PRIVATE FIRE MAINS a 7. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING TESTING OR VIDEO TAPING. I �a CO) 13. ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET THE �_;__ -�., � � ���,��� WORK. 6. NOTIFY YOUR CITY INSPECTOR 48-HRS. PRIOR TO PERFORMING ANY PIPING MANUFACTURER'S SPECIFICATION REQUIREMENTS, ALONG WITH A MINIMUM --�-J,, 8. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS FLAN ARE FROM WORK. DEPTH OF BURIAL. SW ICf816 Ct 5�,� I, RECORD DRAWINGS AND A SURVEY COMPLETED BY CHASE, JONES & ASSOCIATES, INC. 14, WHEN FIRE PROTECTION,I ON, INCLUDING FIRE APPARATUS A,,CE.,S ROADS AND WATER DATED APRIL 16, 2004 UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL 7. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS r < THAT FOR SANITARY SEWER. SUPPLIES FOR FIRE PROTECTION, IS REQUIRED TO BE INSTALLED, SUCH PROTECTION VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND MAINTAINED OR HER SATISFACTION. - � 8. ALL MANHOLES SHALL HAVE WATERTIGHT FRAMES AND COVERS PER THROUGHOUT THE TIME OF CONSTRUCTION. THIS INCLUDES FIELD INSPECTIONS, - 9. ANY ALTERATION OR VARIANCE FROM THESE PLANS EXCEPT MINOR FIELD CLEAN WATER SERVICES STANDARD DRAWING NO. 120 FLUSHING AND TESTING, AND FULL APPROVAL OF ALL FIRE LINES AND FIRE ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE HYDRANTS. UFC 90!.3 V I C I N I T Y MA---- �� GDES I GEED/APPROVED BY THE ENGINEER, AND BE A?PROVED BY THE APPLICABLE SAN I TARP SEWERS: � I 15. A FIRE FLOW TEST SHALL BE MADE AT NEW FIRE HYDRANT "B" TO VERIFY WATER NOT TO SCALE AGENCY REPRESENTATIVE. 1. ALL SANITARY SEWED PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 (SDR SUPPLY OF M I N I MUA DEMAND PER FLOW WORK SHEET 1500 GPM AT 20 PSI AS A IO.ANY CONSTRUCTION OBSERVATION BY THE CITY, OR THE ENGINEER, SHALL NOT, IN 35) INSTALLED IN ACCORDANCE WITH ASTM D-2321, OR APPROVED EQUAL. MINIMUM, THE TES': 3H')ULD BE DONE IN THE LATE SUMMER AT THE PEAK DAILY dL ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK 2. MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR (DISTANCE BETWEEN PUBLIC WATER DEMAND PERIOD. IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. AND SANITARY SEWER LINES EXCEPT AT CROSSINGS. VERTICAL SEPARATION SHALL 16. A "CONTRACTOR'S MATERIALS AND TESTING" - "CERTIFICATE UF- COMPLIANCE" WILL � BE A MINIMUM OF 18 INCHES CLEAR-DISTANCE WHERE WATER LINES CROSC OVER BE REQUIRED FOR BOTH THE ABOVE GROUND AND UNDERGROUND PIPING OF THE FIRE IL DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION SANITARY SEWER LINES. MAINTAIN MINIMUM 12 INCHES HORIZONTAL CLEARDEBRIS - REQU I REMENYSNFORED. CONFORMANCE SUCH WORKS ALL BEHTHELREGULATIONS RESPONSIBILITY NOF?THE I TT!Nr DISTANCE BETWEEN PRIVATE WATER AND SEWER LINES. THE BOTTOM OF THE FIGURE 8 SPRINKLER i P( .) AND (b),S 1997 UBC STANDARDS 9. SAMPLES OF HE, VOLUME 3FORMS Y AGS BE OBTAINED 18 N AND 133. GENERAL N PRIVATE WATER PIPE SHALL BE AT LEAST 12 INCHES ABOVE THE TOP OF THE CONTRACTOR. SEWER. GRAD :NG AND PAVING NOTES: '. CONTRACTOR TO BECOME VISUALLY AWARE OF ALL EXISTING CONDITIONS PRIOR TO BID. 12.ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST 3. MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 36" FROM THE TOP OF THE 1. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, {9' EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS PIPE TO FINISHED GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY KOT LESS UNLESS OTHERWISE SHOWN' ON THE GRADING PLAN. THE BOUNDARIES OF CLEARING LIMITS 2. CONDITIONS NOT INDICATED ON DRAWINGS OR IN SPECIFICATIONS SHALL BE BROUGHT TO ATTENTION OF ENGINEER PRIOR MODIFIED BY THE OREGON SUPPLE(ENTS. 0 r+ THAN 95X STANDARD PROCTOR DENSITY 1!J PAVED OR STRUCTURAL �!LL AREAS. SHALL BE CLEARLY FLAGGED I N THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE TO PROCEEDING WITH WORK. r MINIMUM COMPACTION IN UNPAVED, NON STRUCTURAL FILL AREAS IS 90% STANDARD BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. FLAGGING SHALL BE I. 13.A PRECONSTRUCT I ON MEETING S ALL BE HELD WITH ALL INSPECTORS PRIOR TO PROCTOR DENSITY. COMPACTION IS TO BE PER AASHTO T-180 STANDARD. MAXIMUM MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 3. FAILURE OF CONTRACTOR TO NOTE CONDITIONS DOES NOT RELIEVE CONTRACTOR OF OBLIGATIONS AND RESPONSIBILITIES TO 5C STARTING ANY WORK, COMPACTION TEST SPACING OVER PUBLIC SANITARY LINES IS 150'. PERFORM WORK. M 2. A SOILS EN,O,J� SHALL BE RETAINED BY THE DEVELOPER AT THE BEGINNING OF THE PROJECT W 14.CONTRACTOR TO LOCATE AND BE FAMILIAR WITH ALL EXISTING PROPERTY TO MON I TOR ALL GRADING AND PAVING ACTIVITIES AND FOR ALL COMPACTION TESTING IN THE 4. CONTRACTOR TO VERIFY LOCATIONS OF UTILITIES, PROPERTY LINES, AND EASEMENTS PRIOR TO COMMENCEMENT 0� WORK. * ' 4. ALL SEWER SERVICE LATERALS SHALL EXTEND A MINIMUM OF 5 FEET INTO THE R I GHT-OF-WAY. MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING PROPERTY OR TO THE EDGE OF THE PUBLIC UTILITY EASEMENT. UNLESS OTHERWISE � w CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND NOTED ON THE PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM GRADE 3. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH 5. CONTRACTOR TO BECOME THOROUGHLY FAMILIAR WI i'H DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH WORK. SURVEYOR AT THE CONTRACTORS EXPENSE. A SURVEY SHALL BE RECORDED WITH OF 2.OX CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. WASHINGTON COUNTY FOR ANY RESET PINS. �n 5. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH 4• ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED 1"0 BE FINISH SURFACE ilk 15.THE CITY MUST BE PRESENT F' -t ALL TESTING AND SHALL RECEIVE A COPY OF ALL A ONE PIECE 2"X4" MARKER. E.LEVAT I GNS, INCLUDING REPLACEMENT OF STRIPPINGS, UNLESS OTHERWISE NOTED. ?` TESTING RESULTS. 6. THE LOCATION AND/OR I 5. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. a 6.THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF / STATIONING AND THE VERTICAL DISTANCE FROM THE CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED GROUND TO THE INVERT ELEVATION OF THE ENDS OFF ALL SEWER SERVICE LATERALS 6. ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC INTERVALS. 24 HOUR NOTICE IS F?EQU i RED. SF:ALL BE RECORDED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER. MATERIALS, AND REPLACED ATTER COMPLETION OF STRUCTURAL GRADING A; DIRECTED. ABBREVIATIONS UT I L I TY LOCATES: 7. BOTH SAN I TARY SEWER ANL' WATER L I NES SHALL BE TESTED TO ENSURE SYSTEM 7• CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL., DEBRIS, AND ORGANIC MATERIALS INTEGRITY. BOTH SHALL BE TESTED AFTER CONSTRUCTION IS COMPLETED INCLUDING WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. BENCH NEW FILL MATERIAL INTO EXISTING GROUND AS DIRECTED BY THE ENGINEER. I. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO SERVICE LATERAL, BACKFILLING, AND COMPACTION OF BASE ROCK. TESTING SHALL AC ASPHALTIC CONCRETE NTS NOT TO SCALE STARTING ANY WORK. BE IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. 8. THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION BVCE BEGINNING OF VERTICAL CURVE. ELEVATION PC POINT OF CURVATURE WITH THE SOILS ENGINEER. BVCS BEGINNING OF VERTICAL CURVE STATION PERF PERFORATED `- 2. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON 8. ALL SANITARY SEWER LINES WILL BE TH4ROUGI.LY CLEANED PRIOR TO MANDREL'_ CB CATCH BASIN PI POINT OF INTERSECTION UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR TESTING, AIR TESTING, VIDEO TAPING, AND MANHOLE TESTING. VACUUM TEST IS 9. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS I N Di DUCTILE IRON PSI POUNDS PER SQUARE INCH 952-001-0010 THROUGH OAR 952-001-f)090. YOU MAY OBTAIN COPIES OF 1-HESE REQUIRED FOR ALL PUBLIC MANHOLES. T.V. REPORTS PROVIDED BY PRIVATE FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS.. THE CONTRACTOR SHALL COMPACT P T POINT OF TANGENCY RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON CONTRACTOR'S MUST CONTAIN INDIVIDUAL LATERAL REPORTS WHICH REQUIRES A EACH LIFT TO A DENSITY OF 9 1 X OF AASHTO T209 OR AS DIRECTED IN THE GEOTECHNICAL ELEV. ELEVATION CAMERA WITH "PAN AND TILT" CAPABILITIES.L I T!ES. REPORT. COMPACT SUBGRADE TO A L I NE ONE FOOT BEYOND EDGE OF PAV I NG, CURBS, E0. EQUAL PVC POLYVINYL CHLORIDE UTILITY NOTIFICATION CENTER I S (503) 232-1987). SIDEWALKS, AND SIDEWALK EXTENSIONS. SUITABLE MATEk I AL SHALL BE AS DEFINED BY THE EVCE END OF VERTICAL CURVE ELEVATION P VI POINT OF 'VERTICAL INTERSECTION 7 9. NOTIFY YOUR CITY INSPECTOR 48-HRS. PRIOR TO STARTING WORK, OR ANY SOILS ENGINEER. FILL TO BE "PROOFED ROLLED" AS DIRECTED BY THE CITY IN THE PUBLIC EVCS END OF VERTICAL CURVE STATION RP RADIUS POINT 3, HE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES TESTING. RIGHT OF WAY. RT RIGHT 0.R STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF GV GATE VALVE AVAILABLE PUBLIC RECORDS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE 10. ANY FILL PLACID IN BUIL)ING PAD AREAS SHALL BE COMPACTED. THE FIU SHALL BE IE INVERT ELEVATION S= SLOPE= FROM THESE RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. !O.CLEANOUTS SHALL BE INSTALLED EVERY 100 FEET IN STRAIGHT RUNS AND ANY CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE. SD STORM DRAIN NO RESFONSIB:LITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR CHANGE IN DIRECTION EXCEEDING 135' COMPACTION STANDARDS SHALL BE AS INDICATED FOR FILL WITHIN FINISH PAVED AREAS L= LENGTH EQUALS SS SANITARY SEWER ABOVE. LB POUND TC TOP OF CURB ACCURACY OR COMPLETENESS' LBF POUNDS PER FOOT II.CLEANOUTS SHALL HAVE BOLTED COVERS PER GLEAM WATER SERVICES STANDARD LT LEFT TYP. TYPICAL DRAWING NO. 160. II, ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL MAH. MAXIMUM 4, CONTRACTOR SHALL NOTIFY CITY, COUNTY, ODO'i AND ALL UTILITY COMPANIES A TO ONE (I) VERTICAL UNLESS AUTHORIZED BY THE SOILS ENGINEER. MINIMUM OF 48 HOURS (2 BUSINESS DAY'z) PRIOR TC START OF CONSTRUCTION BY MH MANHOLE CALLING "ONE CALL" AT 503-246-6699 OR 1-800-332-2344 AND ALL OTHER WATER L I NES: 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, MIDI. MINIMUM APPLICABLE AGENCIES, AND SHALL COMPLY WITH ALL OTHER REQUIR'".,AENTS OF OAR VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM 952-DCI-0010 THROUGH OAR 952-•001-0090. 1, ALL PUBLIC WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LINED DUCTILE DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE IRON PIPE CONFORMING TO ASTM 536, ANSI A 21.51 (AWWA C151), AND ANSI A WITHOUT PONDING WATER. _ ua 21- iI AWWA CI1I WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 . S. AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES. ( ) CONTRACTOR SHALL POTHOLE TO THE DEPTH OF THE PROPOSED UTILITY TO VERIFY CONFORM I NG TO ANS I A 21-4 (AWWA C-104) AND ANS I A 21-10 (AWWA C-1 10). 13. ALL DIRT SPOILS FROM STREET, PUBLIC UTILITY, FOUNDATION, AND DRIVEWAY CONSTRUCTION CIVIL I LEGEND7 LOCAT I ON OF ALL UNDERGROUND UT I L I T I ES PR I OR TO COMMENC I NG W I TH SHALL BE DISPOSED OF, HANDLED, OR STORED OUTSIDE THE DRIP LINES OF THE REMAINING CONSTRUCTION AND PROVIDE WESTLAKE CONSI�TANTS INC. AND THE APPROPRIATE 2, ALL PRIVATE WATERLINE PIPE SHALL BE PVC C900. TREES. !NSPECIJR, 72 HOURS NOTICE OF :ANY POTENTIAL CONFLICTS. 14. ALL WET WCATHER CONSTRUCTION MEASURES SHALL BE IMPLEMENTED AS DIRECTED BY THE _ 3. WATER SERVICE TUBING SHALL BE AS INDICATED IN STANDARD DRAWINGS. ALL SOILS ENGINEER IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF WATER L I NE P I PE SHALL HAVE A M I N I MUM OF 36 1 NCHES OF COVER TO F I N I SH PRQEOSED CONDI TIONS BURIED AND OVERHEAD UTILITIES. GRADE. 15. WET WEATHER CONSTRUOTION: p p M 1 SG A,NEOUS UT I L I T I ES: 4. ALL TEES, BENDS AND ENDS OF WATERLINES 1 NE5 SHALL BE BLOCKED W 1 TH POURED I N R OMMENDED BYCOMPACTED HED THERSOII LSASE OVER A NON-WOVEN F_NG NEER AND APPROVED BYTHELE CITY.FABRIC UNLESS OTHERWISE - - `� PROPERTY UNE/ E iLUS, ESLICK PLACE CONCRETE THRUST BLOCKS I N ACCORDANCE W I TH THE C I TY OF T I GARD WETLAND BUFFER LINE ■ CATCH BASIN AS ��C�A�'�S I. ELECTRICAL, TELEPHONE. GAS, AND T.V. SERVICE SHALL_ BE COORDINATED BY THE STANDARD THRUST BLOCKING DETAIL NO. 500 - - A AREA DRAIN/ LANDSCAPE DRAIN ARCHTECTS P.C. CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING VAULT EASEMENT LOCATION.. -------.-- • DITCH INLET -- �� _ --�_� STORM DRAIN LINE 1230 8W FIrst Ave., #300 �. UTILITY TRENCHES ARE TO BF. DUG, UTILITY CONDUIT IS TO BE PLACED, UTILITY MANHOLE Portland, Oregon 07204 TRENCHES ARE TO BE BACKFILLED, VAULTS ARE E BE INSTALLED AND TRANSFORMER _ '� SHEET INDEX SWALE FLOWLINE O PH.: (503) 223-8953 PADS ARE TO BE POURED BY THF CONTRACTOR PER ELECTRICAL, TELEPHONE, GAS --' -'" OceCLEAN OUT F.x: (503) 29�-Ce27 AND T.V. SERV1CE PLANS AND STANDARD PECIFICAT IONS. - - -- SANITARY LINE FIRE HYDRANT 3. ALL OPEN GUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD - WATER LINE (TEMPORARY) OR HOT MIX, AT THE CLOSES EACH WORK DAY, TRENCHES SHALL NOT --+-v--Y FIRE DEPARTMENT CONNECnON BE LEFT OPEN OVERNIGHT. � � � NAME. N 0� +� ;�. •�� �� FENCE � WATER METER PROVIDE 18-GAUGE TRACER WIRE FOR ALL NON-METALLIC' UNDERGROUND PUBLIC -101- -- PROPOSED CONTOUR- 1 FT. INTERVAL STORM DRAINS, WATERLINES, AND SANITARY SEWERS AI.L LOC.,TOR WIRE SHALL BE GENERAL NOTES SEWER DETAILS 6ROUCHT UP TO THE TOP RUNG OF ALL MANHOLES, C1•1 C4,2 - -IOU- - PROPOSED CONTOUR-SFT INTERVAL 0 WATER VALVE N�x� /Sy EROSION CONTROL NOTES & DETAILS C1,2 SEWER DETAILS C4.3 m BACKFLOW PREVENTOR so400P1 -- - - SEDIMENTATION FENCE _ \ Doc DOUBLE DETEuTOR CHECK VALVE WITH VAULT SITE SURVEY C1,3 WATER DETAILS C4.4 GRAVEL CONSTRUCTION ENTRANCE ORES -- KV DOUBLE CHECK VALVE ASSEMBLY WITH VAULT '�P '4RY SITE DEMOLITION PLAN C1,4 SURFACE DETAILS C4.5 %k Boa ATTENTION; OREGON LAW REQUIRES YOU TO FOLLOW RULES *NOTE: [x"] WATER METER WITH VAULT (SIZE NOTED) RENO ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES GRADING/EROSION CONTROL PLAN - OVERALL C2,0 BULL MOUNTAIN ROAD HALF STREET PLAN & PROFILE C5.2 SYMBOLS SHOWN ON PLAN VIEW ARE N01 TO SCALE. EXPIRES 6-30-2006 ARE SET FORTH IN OAR 952-001-OOIC THROUGH OAR 952-001-0090. HANDICAP PARKING SYMBOL YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. SEE DETAIL_ SHEETS FOR ACTUAL SIZES WHERE APPLICABLE. GRADING PLAN - NORTH C2,1 BULL MOUNTAIN ROAD HALF STREET PLAN & PROFILE CE,.3 (NATE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION -T SIGN (STREET/STOP) DATE: SEPTEMBER 2004 CENTER IS (503) 232-1987). GRADING PLAN - SOUTH C2,2 BULL MOUNTXN ROAD HALF STREET PLAN & PROFILE C5.4 JOB NO.: 106803 D_RAW_N BY: _MPC ST ENT: THE UNDERGROUND UTILITIES SHOWN ARE SITE UTILITIES - OVERALL C2.3 c IIGAR(7 CHECKED BY: PRT PFR FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE RESPECTIVE. UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR SITE UTILITIES - NORTH Approves)''•• '�� Csxxftkm�Ip�Apwa�"•% i 1 REVISIONS:� © 10-15-sJ4 C2.4 For only ft UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE Por only O O�4rJGUF S� NOT GUARANTEED TO BE COMPLETE OR ACCURATE. SITE UTILITIES - SOUTH C2.5 See PERMIT f toNO FM1ow. I - -� UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO `IERIFY J r a: Allach S� 13.2 3� LOCATION Of ALL UNDERGRWND UTILITIES PRIOR TO COMMENCING r, - FILE: 186B03J_C100 CONSTRUCTION AND SHALL PROVIDE 11EI3TI.AKE CONSULTANTS, INC, I �C , 72--HOURS NOTICE OF ANY POTENTIAL CONFLICTS. I - - WESTI AKE No AL CONSULTANTS um. ENGINEERING • SULVEYING ♦ PLAWING PACIFIC CORPORATE CENTER TIGARD OREGON 97224 SUITE 160 FAX 503) 624-01167 C 1 � I, ._... _.. ' ..._.- - .. ......._..___.__........-......,.....-. _.-._...,a/ __........,.+m..-.. _._. ..,. „e..ne,. m.,.r.a,_„c s«ewac<.,new,w.a..Hca.« z.�Mb"�w►uw+.w. . .,.,Tri I I 1 1 1 I II II III I 1 III 111111111 IIIIIIIII IIIA! 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CONSTRUCTION FENCING COORDINATE N1TH CITY 13 i d \ �yJ au,av CONTRACTOR ( TYP{ ALw rAr;J \ - --- —� O ( J w ismwrav co wrr Algw J U J e G' t S r / e Aaa AWW AV AAS"~W r, %. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. AMD 10 FIgY"W At AW I lel I y� ,2 I 8. -NOT JSED- LZ / 6,A&M � m,vr �plcNr-r : 9. EXISTING STORM DRAIN LINE TO BE REMOVED. / ' I S w A 1 f ,tel__.---` r Ji`r.-•-\ . 'tg ���----- --- ��,�pp - —� / 1° 11 •* A�k . I � EXISTING, STORM DRAIN LINE TO BE ABANDONED IN PLACE. a•-r PLUG 90TH EN'jS.1 12 / �. �It 11. EXISTING STORM MANHOLE TO BE REMOVED. Swrovl )!►L�.._ _P - 4< M j — "11/ ._ _-Ec __ e 12. EXISTING CATCH BASIN TO BE RE!,AOVED. --4�"v.roL'1► �' - _- 13. REMOVE BRUSH. ® �, caw '--- �.� er+�Q,�„'-.-.�r�.p C _ ♦ �� I I °u*! (!J M:AR Y GENERAL NOTES ° CONSTRUCTIr)N ENTRANCE/STAGING LOCATION(S) ARE AT THE _J �`•• CONTRACTOR'S DISCRETION. COORDINATE WITH GENERAL CONTRACTOR. _ rt 4 _ 7VT. LEGEND: WEST A ROAD �1 .:.,;�. � \,I'.. e. ._ � s,r - e°/ 'taep ', \ - I �11 Bwr_ oI77 I'l s,+"jam (rJ10'ra� 8 I l a Or TREES TO BE REMOVED �{ 1 / \ TREES TO BE SAVED c AOPWM O AL SIN,THIS I AREA TQ,.BE SAVED eOY.o r ti V 70 I / I /XJt •,t c I y0 4� o N'IArL7 I I cr ff I" .,r �• 4 \ A77 rAY' MAP [(l ) r!-r a )Nm I r.•.-av B.Y.� � iX• ��m1aaOW awa rDUhIOA,AVh / ` �/ ' el e'cchce£reiAw wAt ri / � O JACO CUM / .r .rt• 1 (J 7 xWC fRif L741-1 r wAx ct 1 CL 01 =10 riQj,0 EtLLIS ESL�CK � C C • I O I / �� I l07., 1 / itr; / i •-s7 nhr . it� Y ,> uw. ,;�, �,( l P• i / r ASS0QA 1L_S ARCHITECTS P.C. Portland, F Ave., 1300 ' ` v nar cctAwr / / / Portland, Orepon 47201 / ,• S• / Ph.. (303) 223-8963 h•-s) / I / F'ex 16031 28.4-082'7 -'.rev 0) J / 13 114I � `'� 5owo OR EG N ( •� Z I / •o Y. J Q 14 a RENO � tiff GRAPHIC SCALE EXPIRES 6-30-2008 I ( / / / / / ° 20 40 j � 1 / ! ! ���— i DATE: SEPTEMBER 2004 Ahk1 IN FEET / � / / / 1 ( ) JOB NO.. 1e6803 _ _ ! IN 4o Fr DRAWN BY: MPC / I. / / / r -f I / J ( r .-n.na• I CHECKED BY: PRT REVISIONS, 0R11sw WIN 11 ,K+tTo) Awtv . ( I POS ---.I' mcw opw !TFU71 HIO \` I 1 m I -� _ WESTLAKE FILE: 186803J_C102 I 1 I CONSULTANTS mc. I ef TF - I - - Al ENGINEERING ♦ SURVEYING ♦ PLANNING p��q,MON wl AN 1 , PACIFIC CORPORATE CENTER ) TIGARRsOREGONU97224ARKRAY, SUITE 160 RAX (609) 624-0157 �I C104 ..=y..:,. >_ -.. .... ...........:..er'r.r!wlW+whw+«w.Y-raieM wr'Mm"FrT�}!r � q '.Ch. r:n':r;.v i.. ...e ,.n.,.w-.-...,+n .+:w�^�..se..�-..-..m..•q-':"----.,....,,.•....+—,..,...—..---... ._... •+r+r +. .. '+. . r^.�-. ...... ...._.-.._-.,.-«._ ,YI:. ,, .*., .,j.•.:'.,.' :'.. i; ..,.,..., ......- ..,..... r.. .... ..,:.., 'w+... "' W UMwprwe.lF%wlMl'AIINWN4+'d+Nlw.k1lY1r � ,.yr..•._.,... . .. i�l�lllll I i)�IIN II�fI�I�(IrIl�l�li IIIII171III1 II Ll In II !!Ir n n!fl LI IIIII�sT� I 1 1(II I IU I U1�7I In1rj0 n11.I In,n !11 20 2I1:' 2I2I Iu 2,31. 2a� I: 5rI9 2B c 29 c9 , 9M1 ,. I''(I'�I�'.GI'I' lI .k M^�• MfMN ��FF� H ' . � �ll�el�J,U.�I 1 II II'''�' r 4 ' �M I �I. �,lll� •�.l1J�J.lI!'.1� I 1 I I �t1,�,L,�( ' I I' A r . . . . -. 01 POO I P 4t 0411PON.0 ,r �t { ,ntr �l rt { I . 1 r� N C`J z 0 y / i CONSTRUCTION NOTES: �\ ti 11 1. PROVIDE INLET PROTECTION PER DETAIL ON SHEET C1.3 �i 22"PINE Q I / 2. PROVIDE DITCH PROTECTION PER DETAIL ON SHEET C1.3 WEST ACCESS ROAD: EAST SIDE OF 133RD. EXTEND PROTEC110N � Z 200 FEET SOUTH OF IMPROVEMENTS. Pllr:n� I s 22-PINE i t / �`• NORTH SIDE F ROAD A OF BULL MOUN(AIN ROAD: NOR DE 0 D IN AREA E IMPROVEMENTS do 200 FEET DOWNSTREAM OF END OF IMPROVEMENTS. SOUTH SIDE OF ROAD 200 FEET DOWNSTREAM OF END OF IMPROVEMENTS. 1 GRAPHIC SCALE 1 I / / / ` � \` ` ` / ' 3. INSTALL SEDIMENT FENCE PER DETAIL ON SHEET C1.340 so 40 so _ V, 4. PROVIDE SWALE PROTECTION PER DETAIL ON SHEET C1.3 IN FEET } / / \ \ \t _ 5 NO WORK ACCESS, TRESPASSING, STORAGE OR STAGING ALLOWED ' 1 IN 40 FT + / I I ^� `- !-- j� -� \ Z+ �, A OUTSIDE OF CONSTRUCTION FENCE UNLESS NOTED OTHERWISE. E \ = �.t. t�} +' '"1 �� NOTIFY ARCHITECT ONE (1) WEEK PRIOR TO START OF ANY ° \�s o / g ° S - �\ _f" —� WORK IN THIS AREA. 6. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE I .I M T 2"PINE �rT 1 _ _ PER DETAIL ON SHEET C1.3 Q 7. SEE SLOPE PROTECTION DETAIL THIS SHEET. J z f 7A ,/ — _� ° \ `\! `y �°, �, /' � � � ° �� � SEDIMENT FENCE ( -''' ,, O . _ \ \\ °°/ ° \ ( 1 • CONSTRUCTION FENCE I174— — �� al -CCEW ° T77Hook� ���� / /\ ° } ~ r 'owa,a \1 I I 1 I TOP OF \ SLOPE PA* S o ° ° ' / I C SED NT AND e0FT.UT 2MAXIMUMMINIMUM AND TENANCY AREA ° FENc TYP. n s I / OPFSTUCTION / / INATURAL OR C CUT OR FILL GRADF. SLOPE TOP OF PA' SLOPE CD 1 0 H/2 BUT 2 FT. MINIMUM • i I �\ AND 20FT. MAXIMUM a< (A e \\ 10 •—' ZZI � / ` / \ y �, / ;\\ I I 1 I % IIIIII NATURAL OR ' PERMIT AREA BOUNDARY oo I t. B •\ r'� / y \ . ,. (i \ � LII FINISHED GRADE �/ FIGURE A-32_- 1 (U.B.C.� 0 •I " 4� !Y III II °a 12 HEMLOCK I I a> 18"CEDAR XI 12"HEMLOCK / I I I I ` 4 'fill' c I I I •I I ( �� d r- i' f IUI�� I 12"CEDAR I 'I I r'� q o I \� .�. •/ ,4 I :lDRR— — 12"CEDAR 12"CEDAR o I OY r o�' / o IE SF..DMIENT FENCE. / °' ° I ) i o ( 2' OFF R i ° ° (2)8"CEDAR 2"CEDAR 1 r 9"CEDAR ° ) / 1 12"CEDAR Id ° - - - - - - - - - - - - - - / /! 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AC f 550. 568.80TC `� 565.6 AC 565.10AC _ 568.3DAC / TYP. ++ 566.50TC 565.80TC I of u ' I J66.DOA65.30AC \ 565.25T 565.25A 64. , h ( ( I u S �\ ,J`� C RIM=563.20 1 \ 564.8JA564.10TC ff \ 56 ''^ ^� I 564.40TC 563.60�C, CB�6 1 1 I c/ 563.90AC ( \ TYP. i CB GRATE I 'I � 1 W 568.4OTC Q 66.35TC \ y 565.30Tr_ 1 567.90AC565 fli .85A64.80AC \C J 0 � � / .�. 584.15-t O /� 1 \ 1 564.95TC �~ 6�3.65AC M CB GRATE TYP. T \ � CPA =Z)63.30 / i 568.80TC I,I I t u I 68.30AC I do 565.=OTC 56 568.50ACn ~� 564�OAC � �y 565.0,iTC �, l ► r +I i 1 ! \ C8 GRA =563.30 /l TYP. 1 I 1 , 563.70 C ATE ELLIS ESUCK ASSCCDATEE LH CRA ARCHITECTS P.C. =51F3.50' 1230 SW F-irst Ave., #300 Portland, Oregon 97204 Ph.: 503) 22,3-696-1 Fox: �5G3) 294-082 ( = 564.60TC ( I / 564.10AC i / G / • 0 4.40TC / oco �_ cD PR(acE� v l 1 6,. OAC ` \ - SI _ � 8 GPA 5040OPE GREG N�i Q ye I I I T KEY NOTES RENO a _ 1 vQ 1. STANDARD CURB 17'ER CITY OF TIGARD DETAIL No. 125. EXPIRES 8-3 SEE SHEET 05.3 FOR DETAIL. 0-2008 G.A ' OATS:_ _SEPTEMBER 2004_ I _ JOB00 _NO.: 1453 • 1I GRADING LEGEND _ DRAM BY: MpC NOTE: CHECKED BY: PRT MAVIMUM 2X SLOPE Ar ADA STALLS XXX.XX_ FINISH GRADE ELEVATION CONTOUR AND STRIPED ZONE BETWEEN STALLS REVISIONS: 16-15-04 / ( ELEVATION 1' INTERVAL S 105 ELEVAT!ON CONTOUR -------- `` XXX.XX TC FINISH GRADE 5' INTERVAL --` - / I j ELEVATION AT FILE: 165003J_C201 4 w I - 101------- PROPOSED CONTOUR s TOP OF CURB -- -- W E STLAKE 7 - 1' INTERVAL - XXX.XX AC FINISH GRADE 105--- PROPOSED CONTOUR CONSULTANTS ac. ELEVA71ON AT GRADING PLAN ' FLOW LINE OF CURB / 5' INTERVAL --' `- - NORTH I ENGINEERING • SURVEYING • PLANNING o.e X.XXR GRADE (IN PERCENT) PACIFIC CORPORATE CENTER 1 I 15115 S.R. SEQUOIA PARKTAY, SUITE 150 !~03 994-0952 J _ -__-___-- - -----_-- _-------_ -------- ----- T1GARq OREGON 97224 FAX �503� 924-0157 f O C ^ ihIll )II�IIIII.I! 111 TRIP R � unIsO wwI:sIwI+wI nJI.1w11 wiuMl12 ncrwvutti'1r7;3w'u I; 14 LEGIBILITY , II 4�I1111 IIIIIIII1IrI wI.I TAir i Ig 17 s y _ 11 zz 23 za 25 ze 2; ze zc, ic: of SNI •!JIWd;�I '•1 1�41ii�tll�1�1 ►�d�.i�( { f�1 11J14JALU.tJ1�1,J.W441J,IJiJJ,1I, 4.4 L�W�IA� p i A . I INS, ti • .� � . ..� � r d' N N f IWESTLAKE CONSULTANTS Irc. z 0 ENGINEERING ♦ SURVEYING 4 PLANNING 0 PACIFIC CORPORATE CENTER LLJ 15115 S.W. SEQUOIA PARKWAY, SUITE 180 (507 684-0862 O GRAPHIC SCALF TIGARIJ OREGON 97224 !'AX Roll{ 824-0157 41 f ` I ( IN FEET ) TIN • 20 FT SITE PACKAGE NOTE - ----- --- - ----- --- - 5. .4 �SQ,00 / ►I GRADING LEGEND: SITE PACKAGE @ID SCOPE INCLUDES: S / 1. ALL GRADING AND EXCAVATION. �' ! x_xx xx FINISH GRADE -- ELEVATION CONTOUR 2. ALL SITE UTIUTIES TO WITHIN 5.00' OF BUILDING FOOTPRINT. I ELEVATION V INTERVAL 3. ALL STRUCTURAL r.LL AND BASE ROCK BELOW BUILDING, ASPHALT AND SIDEWALKS. I I - vt05- ELEVATION CONTOUR 4. ALL PAVING, CONCRETE .�IOEWAU(S, CONCRETE CURB AND GUTTERS, STRIPING ' RIMa557.75 I XXX.XX TC FINISH GRADE 5' INTERVAL SIGNALIZATION FOR WEST .ACCESS ROAD AND BULL MOUNTAIN ROAD. ELEVATION AT I ! TOP OF CURB -101 PROPOSED CONTOUR •• NOTE-- ALL ON-SITr PAVING do CONCRETE SIDEWALKS SHOWN HEREON ARE FOR i SS6 1' INTERVAL XXX.XX AC FINISH GRADE REFERENCE ONLY AND ARE =I A PART OF THIS PACKAGE. ' ! I / ELEVATION AT 105 PROPOSED CONTOUR t-. ® FLOW LINE OF CUPS t� 4. 5A / v�o I XXxx GRADE (IN PERCENT) / r r 24" DIAMETER ROCK -- Q 4.35TC z d In - ' PLANTINGS A _4 C� W /- BETWEEN ROCK 1 LO �. 1 ?� / 559. "S5' z COMPACTED FILL EXISTING GROUND ' , /\ .,O 4 RI • 1.00 ,. 1. NOTES, 0 PACT ROCK AT BASE OF WALL M / �- i SS I D 12 EMBED r=- , 3 BY TAMPING VERTICALLY W i EXCAVATOR BUCKET. COMPACT ALL OTHER ROCK PERPENDICULAR TO 564.35 app/ \ ► H ! SLOPE. 63.8 ' 2. SEE LANDSCAPE PLANS do SPECIFICATIONS q'° FOR PLANTING DETAILS. 564,37�'i 4• 4 S C 1 H : 1 V SLOPE PROTECTMON DETAIL _ y 4 SCALE. NOT TO SCALE 1,4 ! �+ FlELD INLET ®® � � �l \ TE=551.00 AC STC �'� � •- BEGIN ROCK a. SLOPE j y„jam •� ~ _�,. � ! $TABILI'[ATIGV SEE:_ 64,35,C DETAIL TwIS SH-_F:' ON / . 5AC 4, 564.30TC 56 ADAC ' I + •1 551. /01 % ! ELEMENTARY " / I I / BUILDING / 4 MAIN FINISH FLOOR-565.00, r �� _ / ROM 532-20 ' 4 / S LOWER FINISH r l / �4. 4. '� ',,� l.i FLOOR=551.66' ',.. �•�� / y / 564.75TC41 1 1 1 RIM 1.40- ( poo ! 564.25AC 21 I 564.75TC x 4.25AC h, 4. / \ \ I ! 4.7 TC564 2�AC W J - ` %64t�AC % _ ?;!r 1.4 j ,� ,,r� - . / \ �, I I ELLIS ESUC< + 5,-)OT ► , ��`' 4. / / I ASSCCOATEE ,:., - ` ARCHITECTS P.C. s ! / SOCCE S 1 ! 230 SW First Ave., #300 \ �;� ! Portland, Oregon 97204 h•: 503 223--6963 Fax: �503� 294-0827 IF=528 5C -\ i / • : I RIM=562.90 r t �• 1.40 ,� FIELD INLET Y� = / 50400PE ! I -____- - � A •Y 51 bb � _ J1 I •;, - 62 \ 55 ,fif - _ /, / ( h� / � I I / �• � I •o YO�GON e. � ( , J j'` ' EXPIRES 6-30-2006; 4 'n n n / / �' ! I / I DATE; SEPTEMBER 2004 JOB NO.: 165803 DRA1Ml BY: MPC ` I g / I I� CHECKED BY: PRT Mims ol ~•, - � _ IM= 550 552.00 � ,.�` --• � �``� -r l-r C � ( _ - � { / ''• it h� j - - / I r" _ r GRATE AT FLOWLINE 527.25 ,r N I 6 tP /tO r 165803J_C202 CB RIM-560.3 0 ` ` ( T ca f ,, 1 �{� l� I ,,^✓ rC 6" 0CV 532.10 _ .j - _ .10 `j �. ...+... , . - .,+ . ,r . �� r •n • .w. .-• -. r s . ., '/. Y, ,i, 1 - r -.Jl, d►r L J GRADING PLAN " SOUTH i 0202 i i ,I,.,.,, , " ,.. ,,,...-,rr «...;....; ..hsarxn5!�ipkyi�e ':.,+fi.'+t.;J-+rr:-r '�-.• rMf6+ se,..-. - - .. �.fTl ,,� ;� �,, ,04 LIFolisII_ITY STnIP c z I3 a L,� t IOmT.i � � � ,..' ,.� IE ,I. I!ra , I J 20 . . 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SEQUOIA PARKWAY, SUITE 160 FAX 684 TICARq OREGON 0603A24-Olb77 22"PINE - c- —1 >= L5 QJ V�22"PINE cr_Q 22"PINE P 21'PINE GRAPHIC SCALE w o m .o so IN FEET 1 IN 40 FT PUBUC WATER I — __ _ O o ?t� 22"PINE APLE 0 v 777 TM=7 ° _r __WEST-ArCEW 73 /1500 h m° YEW ° . , k c/)TENANCYAREA f PUBU� WATER PUBUC M DR N ,° y ° PUBUC NITARY SEWER CD p /t) O O P ,R1 p 0 q 2)12"HEMLOCK I 0 0"WHITE PINE SNE "BLUE SPRUCEi 10"D'DORA CEDAR 31NE YHEMLOCK ° 18"CEDAR 0 tA 12"HEMLOCK ILIA R 0 0 SNE 12"CEDAR rl0 °)2"CEDAR I . p 8"PIPRIVATE STORM . p I 1 � /28"CEDAR ° c 12"CEDAR ELBMEARY ww.e. moatem8"CEDAR 0 12"C:DAR 01 ' 0 / E _L@S ESU C 0 8_ 0 K IN ° ° ASSOCA7ES 0 / 8"DOUG FIR ARCHITECTS P.0 B"DOUG FIR PUBUC STORM DRAIN / (7)8"CEDAR / 1230 5W FirstAve , p30 Portlond, Oregon 912C�4 18"CEDAR Ph.: (503) 223-63' s6 3(7)8"CEDAR Fox: (503) 294 10"POND PINE PRIVATE SANITARY SEWER 11"NINE 6"SPRUCE PUBUC SANITARY SEWER "PRIVATE WATER BIO—SWALEOREGN RE EXPIRES 6-30-2008 PUBUC WATER rDATE_ SEPTEM.B_ER 2004 JOB NO.: 165803 DRAWN BY: MPC CHECKED BY: PRT lo- '777i REVFILE: 185803J-C203 17" CEDAR BITE UTILIYIES- ti ..19,.i�...�,_1 t.- -.!::. ;_ .::•..°s, w_:'#,v'�A.?c'A'ryf`.tt,x�'1>~"!rc1!G'ewc��,-{;���,p'f,l�,.�p.W..1_ +t,� `1y't::nr.tYi11t,� .9„ r. ..13"�CEDAR L1oLfrfmit1.'1 1 i �1 I � d � T I n'nlln,:1Yi,l:,m1,.�:",«,,r,.icili ill I _ t i. --e. i 1i •. . i: N,I ` _ ._....r•w•-q.........•. ....r.+...+...—+.OVERALL V) C2 , 3 LPOIBILhSTR!P 0cm 0 IIn 11 12 13 IA tj 1'7 18 19 20 21 22 23 24 25 29 2 0 of H7e 16 a I 4 •:,.: � � 1ti ; �, ,: r; i M.. .��.�►�ua.ulJ•u l�l.�l�J,11�.s1J,1�1L11,1�fa,liL' �ll�ill,l�l�ll�.�1�1��1,11��1�1 .1 ,+ ' 1 i r _ c mosso - , c -o _ - - --- ° N cN WEST - _ - - __ _ � ~ � � \ �~ _ Q -_ `_ o N1. L.Lj1 AC ESS __ o _ �- - ° 1 . " o _}-- - _� \\ `` �• `_ _` ^�'• �•_ -•- --`.. `` '�� ._ �-.-gyp �\ _--. �O "` � \ '. _ `1 �� _""` ° 1--_ --- \ 1, t °L � \ p ° \� o /�° \ t l OD I I I 1 \ \, _ GRAPHIC SCALE 0. 10 so WO �\ ` r' ''►• ( IN FEET ) 1 IN = 20 FT TENANCY AREA0 NOTE: SE SHEET C2.6 AND 2.9 FOR o I � � \ / z WEST ACCESS UTILITIES I i r' J `- 01 ° -1 I I ° �l f l `� / / I LLJ _ 11 i o ; ° Z s � �`' it i ) I / 1J / f I >f \ ° I �, - 4 0 roti, :0 0 0 •�1►� �. - STORM DRAIN o STOP i `1 % \ �' / IE OUT=558. _ OR SANITARY SEWER PERUDETAIST 05 IVIG I o 1 ry■ ,i �^ (j _ 22.5' MJ BEND '+ /� IEs556.74� � 22.5' MJ BEND-� z RIM=563.20 SPOOL LENGTH \ -� ` � IE=556.74 1J" SPOOL LENGTH e im \ I \ `. cj AS NEEDED 00 AS NEEDED I 1 � f~ 22.5' MJ BEND I 22.5' MJ BEND I ■ I 1 `X IE=56.9.3 Q I (C:B 21 ��y / RIMF563.30 ®�� CENTERED I I C I RIM=567.60 / .�` / \ ' �IE OUT-559.30 e, �g AT CROSSING IE OUT=564.60 i w I a / / / \\ _ IE=557.18 TYPICAL '� IE=557.34 RIM=, WATERLINE CROSSING -TAIL o t -L.IE OUT- 5 �,�.° SCALE ti:Tc IES I m IM=568.00 E CUT.565.00 �• �� I jI ( -41M�559.40 �• 3 I i s I / I 8 `-� IE-1557.73 01 � 0 IE-557. ♦~ -566,35 / I 15 IE=562.76 I 1 \ RI 3.3 \IE C� .,3.30 ` �5 I I c�I f r a,, C.I. OUTLET C.O. AT TRAP a( r \ IE- �� iO 28"x26" C.I. GRATE � o � < 5 �-J u C.I. X C.I. COUPLING PROVIDE 4 • W� BICYCLE BARS A� I I 1 _ I / '� ' `' p'1• N TM` FERNCO 1056 OR y 61 APPROVED EQUAL 1 16 C.I. 45' BEND 1 � IE- a C.I. DISCHARGE �_ 6" UNLESS OTHERWISE l �''E . 559.30 PIPE (TYP.) 1 _ EL.L.IJ ��. a. NOTED ON PLANS //�� ��w�y r- 1 - - - - - - I - / / �,. ��' C �_: '�/.'�i, +, �► 6" MIN. I I ASSO ;., � . RIM= 63559.0`( � PVC OR N ,� ')I APPROVED EQUAL T , / ARGHtTEC S P.�. IRON GRATE - IE-559.10 230 5W First Ave.,97204 04 Qo1" r ,�I DE, LECTOR Portland,503re9on 223 6963 I I I ox: (503 294-082- I PVC X C.I. ��r I I ' ` ��/ / y �0 I COUPLING FERNCO C.I. ,SAND CLAMP 1070 OR APPROVED 24" S0. 10 GA. OR \�O / I I EQUAL C.I. 45' BEND 1" PLATE INTERIOR I / TE 559.58 � ', KEY NOTES �\ I - - x do E TERIOR COATED b �. 1. SEE TYPICAL WATERLINE CKCSSING DETAIL THIS SHEET. o I I I I.E.N PLANSO WN W/ ASPHALT PAINT IE=559.73 IE UT7560.5 N 2. ALL DONM SPOUT LATERALS TO BE 6" PVC UNLESS NOTED OTHERWISE. Sao I' I I 51 5040OPE 3. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD DETAIL 542. I I IE=r SEE SHEET C5.3 FOR DETAIL. ---- -_ ------J TRAP TYPE CATCH BASIN �� �EG 2 �Q RIM=563.65 fti 4. INSTALL DOUBLE CHECK ASSEMBLY PER CITY OF TIGARD DETAIL 530. _ --� I� STALE: NTS I SEE SHEET C5.3 FOR DETAIL. .0 /IE GUT=560.6 RENO Ui I ' III n( , a� 5. INSTALL 6" WATER METER PER CITY OF 11GARD DETAIL 523. EXPIRES 6-30-2008 IE='Sfi�0.32 SEE SHEET C5.3 FOR DETAIL. PLAN 6. INSTALL CLEANOUTS PER CWS STANDARDS. DATE: SEPTEMBER 2004_ 4�IM=5 3.65 JOB NO.: 16s60J IE O 24601 ---- - ool C' III �� DRAWN 9Y: Mpc (� CHECKED BY: PRT • REVISIONS: r. o I �\ _ _ �' SD STORM DRAIN MANHOLE PER CLEANWATER SERVICES DETAIL 010. SEE SHEET C5.1 SS SANITARY SEWER MANHOLE PER CLEANWATER SERVICES DETAIL 010. SEE SHEET C5.1 _ - o -- I TRAP TYPE CATCH BASIN. SEE DETAIL SHEET THIS SHEET. FILE: 185803J_C204 WESTLAKE DITCH INLET PER CLEAN WATER SERVICES DETAIL NO. 250. SEE SHEET C5.1 ' C014SULTANTS nuc. SITE MILITES - ± / / I I ENGINEERING ♦ SURVEYING ♦ PLANNING NORTH PACIFIC 6'15 S.W. SEQUOIIA RATE PIRRKKWAY, SUITE 150 509 684-0651� 07 of / I I TIGARI% OREGON 97224 FAX �50V 624-015 c2 . 4 LEa1BiLITY STRIP C m; l ll II lI 11 1 o I _ lom0 iCn I L p 7 B 9 2 13 4 , IE 8 19 26 21 22 2.3 2• 25 PA ?' 28 29 ro __i N'JN I 041 el Of ' t 11 �1Ilt �U1 ' �la� J�Jalw�►1�1�11J .�hlalEL ��tri°4�r " .. gran �'�• Y .. ill M001' - 110, .,.. .., ' ... .. .. .. ... - . ,. . . . .. 6aldN?� R.T nr�. a+ K .-. Opp :. ,, Yn .ir.. ,,w .-..,..M+4:.:K..:MM'IY+f'a•. i.y..,y„ uwM.,ry. 'nh!AF.'. Id Wqa - .. . . �p+M+iM,>�!1!MN ... � 4swiedf!•'h `t+p+w..vea+.* •wl+ !Y`.•.Idll: ' ,L4�''tW'MW �!£!��1 .M -'"�1'!'i' 5. �y 11��,• ;T r�. Yr1 I , oe N WESTLAKE CONSULTANTS ac. % / I ENGINEERING ♦ SURVEYING ♦ PLANNING z z PACIFIC CORPORATE CENTER U �T CAJ5 S.W. SXQIJOIAGON PARK-WAY, S[JITE 150 4 FAX 503? 684-0652 624--0157 W �D� STORM DRAIN MANHOLE PER CLEAN WATER SERVICES DETAIL 010, SEE SHEET C5.1 O i 1 II �SS]ID SANITARY SEWER MANHOLE PER CLEAN WATER SERVICES DETAIL 010. SEE SHEET C5.1 � Q CBI LYNCH TYPE CATCH BASIN. SEE DETAIL SHEET C2.4 / RIM=557.75Oelf IE=55077 IE= 9.93 �4j Q 1 01 DITCH INLET PER CLEAN WATER SERVICES DETAIL NO. 250. SEE SHEET C5.1 IE-55 S 15 M O 6.00 91.4 � I 14. ■ t_ WW(): WATER QUALITY MANHOLE CLEAN WATER SERVICES DETAIL NO. 515 SEE SHEET C5.2 I TALL RkNT N� y � LIVE WILLOWa - / / - - POSTS � IS ` 1R9560.40 6" IE�556.50 1 '44. F=548.74 6" TREATMENT DEPTH �� y�l6'. / 17.5!I • / VARIES 2 � r � �\ RI � SEE PLANS S• I all. ! T < + ?' A, � f , , / 9 A` �I VE RIVEll R K 2"- �� ' O1• 2.5"-3" DEEP ,.` h Q OI 0 SWALE BOTTOM - 3.0' WIDE ��y�. \ �•' '/ / in FREE FREE ,/� ��, RIM-561.00 ` 8 kWATER BOARD BOARD fir/ x. X ,r IE=550.66 / YAL SWALE AREA AREA SWALE BOTTOM - 7.0' WIDE AREA ��, j' �/ ^ j \ EC MATTING ECONOJUTE COCONUT FIBER OR GEOJUTE PLUS ECONOJUTE �'� /'� ; ' ppp� r • i 40.0' E=547.F2 I �, SEED MIX LOW GROW MIX WET, HOIST MIX LOW GROW MIX i ' i• t MAX. SLOPE 2.5:1 4:1 / z 2.5:1 / / / \ R1M=552.30 D •% / .. -1 • / IE=547.43 in Ln O BIO-SWALE SECTION , y \ / / \ / =s oa GRAPHIC SCALE / `-� / �,Q �• / % m to m fo SCALE: NOT TO SCALE y / n �, ' / / 23.9 I _ RIM ' ( IN FEET ) 1 IN 20 FT M NI in• 3 I HrRA T / LY -- - - � RIM 35 ' \�( ! / �G Oma, / IE-54 1 76 /'.40 ? / / - ELEMENTARY . / �`-tiny' •� / _;,_ / i �" ;� O IE 56 7 O, 6 y I60.40 � A Qua / IE•�1�49.,6 1 BUILDING / �' ? r. X ' •,k' MAIN FINISH FLOOR-565.00' 6f i / / / ,/% - WO' = ,, .RIM-.547 R FINISH / _ LOWE N SH �5 / 54 .83 - �,, / / Z FLOOR-551.66' "� ��...�' / / •/ / • / IE IN (15", W)=5485 / / / r I ,• _T i�� �' r , / ,/ �, / IE OUT (15% S) 542.65 / h' -,•, _'' �� ,, / �j �� �' / / / / / SIL10-539.65 ..l' / `/ ( / 11 / •fir I RIM-5 .40 ff•�// / / / / i / / / / i J►' \�,' 1 f�� / IE=546.14 J / \ ;� IE=549.16 RIM436.25 IE-559.46 _ / .'-, / / I .` uj / i I / IE= 33.25 7 �, / =546.2 f f / , IE=549.16con �✓, / / / / / • / I / poi'-'' / / / / d � //// � � / / / / \X / / / •�'� I /I / � / � / -' / III ' JG O,!' _ i RIM= 1.40 IE 546.47 / / / / / r \\ / �- • / I / / / // / S I 0 / IE 545.60 +�°y� I x 0`00 / y�FOQ;P-'1"``� / IE-549.16 \,tn"� , 4-`'i / ,.$ / ' / / <\ / / \ �/ / / / RIM 530.75 % ,' tE=59.16 I d / / r / IE- 28.71 ,•'�, 'IE=546.73 ' r cn l l 1 I off04, tk dp E. op .e� \-IE= 28.50 .1546.86 l l l ! I / ,IE=546.89 p // EL, IS ESUC< RIM-562.90 A::wi�AT %IE=547.05 \ IM•� 1,� I \ \�F,G / %IE r47.uS ,9►S� / / / ! ,' / ' I / / , hry ,/ , / / ��' ARCHITECTS P.C. :0F) �h � / //' / 1 / / / / / /�L / I / / / / / 1230 SW First Ave., #30u Portiond, Oregon 97204 IE�549.16 / \ / / / ` / P / %0 ice/ IE OUT=547,75 /� = / i / / / / / I� / h.: 503 223-6963 / / �• / �i �, / / / / / / / r vx: �503� 294-082- 'b• .I 5+05, 17.50' RT ET � ��� w � i I , I NSTALL HY5RANT \\\ 63EMBLY I 47. I I � i o �� ' ! +� ��i =547 PRCI�E �\ �In�E� �'' cB � � � J l l l i l ; ! � � I � .�' +62.5, 10.00' RT "t" S1RT I / / - / / Vw� J / I II �- 0 EG 5Tx:'_ 12"X12` MJ TEE I I I I / " It1J GATE VALVE JI STA. 4+55, 1O.GO' RT "F" S Ef I FDC e RM 1.50 RI .10 J I r I� tr� Q�Ch nr".. . , ti. RENO LACI 12 X6 MJ TEE I '� RIM=552.00- / IE=5 7.50 � � �_ IE IN (15", ) �33 c. �"" ipMJ GATE VALVE I fJ`.. -POT INDICATOR ALVE \ I / / K T. JIE=546,92 IE IN (6", W 24.3 a'o-I DI 2 , ` I 1� ti EXPIRES 6-30-2006 a 'a" FDC � ' h / r i ` D PTH 7197 =524.13 �0�I IEATE OUTA15FL0w IN524.55 25 6» Cy # ���� � ���$�_ \ / / �tr1 SUMP-523.19 - - _ - - _ `�' DATE: SEPTEMBER 2004 .. 1 L _ 1?Ot1�tt r11ET K V - DD6iF 5 I C - - _ - - = \- - - - - - - - -- 1 - - ---- - -- - - - - - - - - - - - - - - w -- - - -,� L;- - - - J08 NO.: 1 d3s03 %, M"v w}-vwt;k'%- -\- - ter' - - - - - - _ - �. �. �`,.- = -?-� +; _"�.'� CL B 2 , - r �_4 _u-I CONNECT TO EXISTING STUB DRAWN 8Y: MPC 6' WATER METER �` O IE=524.03 "- I ( CHECKED BY: PRT 5 Wi VAULT 5'��"`LS ' I I RIM-532.75 � IY•� _ , 4 z3 IE CUT =528.75 �..A..� I REIASIONS: t STA. 4+4(1.69, 10.00' R "F" S EET I tdt�l I tt� REMOVE EXISTIN B OFF CONNECT TO EXIST 12` b.LP WATER I I I FILE: 165803J_C205 _1 $ a ru LEGIBILITY aTRIP '� C h m2.,cm 1 2 3 4 5 A -7 6 9 I'0 11 12 13 14 18 17 10 19 20 21 2 23 24 25 2� 2, 8 1 I I 0 4X ."+"IFM1�11,� �� "WMM�11�r1lYR�Fdk���1, (i.�l, I I' I I 1 I�NI f 7 r , i x , I ' „ r t -- I P� Com' Ile , �IL 611 IJ, C7 n "M AND cLx11Ia WATERTIGHT MANHOLE RING 3—BOLT DOWN COVER __. ,, ' LacAn »,�.• gg OMQI ltDO! Of AT L[Wt ----- 1Z' N4 WIDTH SEE BOLT-'014h ­_22 JA- UL TAI. -- ' MMOOIOY�� A q F3 A A r V —J W •J`MJ1- --1 7 t,T �• �+. 7lA?' VO 5 .M •�••� 2 1/r.I/r ./'. I COyJJ .4 4�11"__ Ll� - N MA)/8JY �' • . 917[L01 il�r MN TOP Of FIRM 9W :A STAtIDAp FRA11E AND 000 OR + OH TO TOP Of t>W1iaTIOFT O NO. AND OOYER Jr.A Irr II•i4• SECTION A-A sTo, DRA1/IIo N0. 1Io-WsIT a+ _ 11111% 130 IN MCMI-tlHpNlt L�ouT ''"• z Q� NC)TE9 '` z o� AK VAMPS 2',4%OR o AL,. PECAST MANHOLE SECTIONS SHALL CONFORM TO THE 2' ( I � v REQU'REMENTS OF ASTM C 4,'B �)M MOR-5141 W GkOUT 5' �J/4" 7/8' ELM VS •~t3 2. ALL ,IJITI IN PLACE . N D SL SHAM. HAVE A 2e DAA ea STNF'OINT OF JLL PS. AND SLUMP OF 2' TO 4'. . STA�MV ZCCO 1TRN: 3 ALL JOINTS SHALL BE SEALED WITH PREFORMED GASKETS L -yU 1/2' SUCH AS KENT-SEAL N0. 2, RAM-NEDX, OR AN APPROVED '' "��•=t � 0 1/2- EQUAL CONFORMING '0 FEDERAL SPECIFICATION SS-SOOTID, • I4. ALL PIPE CONNEC'IONS TO MANHOLE SHALL BE1/2 3 4 S. PIPE CONNECTIONS OF 2+' OR GREATER SHAM. REQUIRE A _ MANHOLE N ACTI CJSANNE_ DETAIL • �R j1Q1i Q !� 3„ 5/ TION B °. REQ CONNECTIONS E OOUR OR MORE MAINLINES SHALL sD D��10 Iq 100 S E REQUIRE A 4J14HOLE CONNECTON AND CHANNEL DETAIL. ' MANHOLE SECTION '/4 90-- COIVti . PRO'VIOE A MINIMUM OF e" OF INTACT (UNDISTURBED) (VARIABLE 1'-47 E AI_ B B MANHCLE WAL_ BETWEEN PIPE BREAVOUTS AS MEASLIRED t>0� ON THE INSIDE FACE OF THE MANHOLE. SECTION A—A YG-T SECTION 8—B & BREAKOUT OF *ALL FOR PIPE SNAL,• LTE 2' MINIMUM AND WA7Q—,t;HT/TAMPER P OO" MAN�01 FAME AND COVE; SHA-L aE 4" MAXIMUM CLEAR OF PIPE WALL. JSFD IN At. FAS-WENT A'%3 OFF S_RFET aRtAS. 1 8. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' FOR SMFTARY CONNECTION ANC 46' FOR STORM e' yFF41 �...i 7f16�.-I CONNECTION. • I ( /6" 10. WA1rT11GHT / TAMPER PROOF MANHOLE FRAME AND � lesses— COVER • i �) I 2 '/2', 1/4" SO_ EDGE RAT BAR S"AL_ OF JSFD +N ALL. FASEMEN' AND OrF STREE /2" II .,� E ) z AREAS. 1/2"-+3 N.0 X +/8' 718" 7Y CRATE BAR 17 A sO.11NN• HEX NEAR STAIN FSS STEL 3. 1;4• w L_ � CAP SCREW. '/4' C,0 11 l J REO'D. PER COVER. 3/32EELH CK Ea mm mm�� 2' MTI. FROM TOP OF >BI00IN 111854 Cf111e�10 P/fT•am TIP. / PM m MANMA '/+ � LAT Ro99EA 3 1e" iW 3/4 MM71CAL HWBNT Of PM[ gCl1011 WASHER O nrJ BOLT-DOWN �• �• . � R' U � T I SQ `_J+- °LAT 9A4 � d• C -O c. w 12' M OW OF I'-O. OMPAC1ED y` -�++moi _ r• pDRp�� I 1 PLAN w of � 1 SAS[ MAMMAL. •'*:+ ' .�� '<'v"'! +H', /4'NEOP7ENE" ,:ASKET • ~ NC F' Q (mss :':..ir.fl� •�'�'. '^•�:'•• �' c c FRAM= AND GRATE S•AL B NEw STRUC-LRAL ASTM A-1° 'T•AT BAR S-FEL OR APPROVED :OPAL C .•G•1.+ ..•.,~(� NOTE: COVER AND AME SHALL BE +:F CRAY CAST IRON JLS T NiM A 48 CLASS 30 Q l TAMPER PR[OF (REMOVE GASKET`,;) � � w W V - WATERTIGHT MANHOLE DITCH INLET < o STANDARD MANHOLE c�eanw FRAME AND GRATE Q _ Qxx sav FRAME AND COVER at Services E CleanWafier Services Our oommilmant I•ebur. � � Our cnmmitmanl i•close, DRAWING NO. 0'0 :^ t, s Oala■iulioirll. CRAWNG NO. 12C DRAWNG NC 260 P=',1SED 6_ !-- i NOES: `~ '. AL1. STEPS SHAM CONFORM `ID THE B-7 REQUIREMENTS 09 ASTM C-478 2 FIRMLY STEPS MUS' BE TGHT AND FlRMLY EMBEDDED. 3. ALL STEPS WITHIN A MANHOLE SHALL r BE OF THE SAME DESIGN, TYPE, AND p SBE. (MIXING OF UNMATCHED STEPS CLASS "l7i• CLASS "A" 1-1 4• 'S NOT FERM'TTED). F04 SR AMAN'`;RATE 2•_ 1/B A A •� 'a S-3/4 SUR"AGE RESTORAPCN MO ND EXCESS NATIVE MATERIAL 4• ' . AS SPEC'FlED OVER TRENCH TO ALLOW _OW •4•••4 FOR SETTLEMENT Lp 12" •.r'4.•'f f • ,• •r••:••. •;. • j�L1 566 O I[SNS •11l ••ti� • a 2' NATIVE TOP SOIL [aC7 N YG ►,d' J' P: ♦ •f `. • . IF TDP SOIL EXISTED • s'/ ,0 12 ' GS'R COF/FACTION 902 C:IMPAC'10h PR'OR TO EXCAVATION. B--J O Q' N ,•. , wT+41h 4ET- of PLAN CS r •`d . a SURFACE �% / 1 ��S/ 3 e\G COPOLYMER POLYPROPYLENE PLASTIC -�UN"'IbReEO ••� �uND'S"URGED 11+ , 1 . 1 e EARTH 2-COMPACTE D `I"A�� EARPH� rNfSH GRADE O, MAX JC' N�_R' N} . r • 3/4' 3 CRUS•+EC MATERIAL �' � 1/2' GRADE 60 F'E'!NFORCEMENT a I� •' etstLAl¢00118LT W_(WO)Am r�•1 ROCK \ , ME NOT TO LIE 00*40U=a Ar•' •• '; I �• 2'Ill 2' MON. /• �. yAMO CWT FE1lON QF eGTM M tlaTtpr • , 13' CC . . •i;; 4 2• w.. �. / v,xu .l I I PLASTIC SAFETY STEPJL \ • •• t'•�plr'•ti �.+ L `8" FOR 4AK ° --a-5/8' �; '1: • ••,'l•'•• •�•e.: r . • a ~ �, CL am ASI ��E� • . -r-, Lala .r•' ► • ' ,7 c.:Mp W SJMP _ 4..-' •i �,j •. 3/4'-0 CFUSHFD a•'r h r• • LA= • .'':a ROCK •.. ti ;w•.•, . . I/2 SPE �,; ': _—�. I ARCHITECTS P.C. •� . of us e• PPE ZONE i '�r 1 '( y''� 6• .. ' ••. ' D6 3/4' GALVANIZED BAR • • •• 5 :. ;• r •°I ( I 1230 LAW First Ave., 1900 �•: ,`,� ----�� s' 24 Hl•�•••- —+� e' 27 �fe' e'�--- Portland, Oregon 07204 MATERIALS: �� '�d' '.;, '•�i 3/4•-0 ' °• � °• + I Z Ph.: (803) 223-8013 r e SECTION A—A SECTION B—B Fax: (803) 204-0827 ,2' PIPE GALVANi7ED: �.. i'. eEoo1NG ' l sit 00 ! l o o + /8 (3/4' DA.' GALVANIZED DEFORMED REINFORCING BAR. '4 "d °w+ + I v REINFORCING BAR CONFORMING WITH ASTM A-015 GRADE 40. •d'� .'.a N „ GALVANIZED CONFORMING WITH ASTM A-123. W t PI-ASIC: ••' - TRENCH STARIUZATION: • • r •i ��� 1/2 PIPE O.D PLUS J" MIN. FOR PIPE SMALLER THAN 8" '` gEQUIRF6, TRENCH STABILIZATION MUST CONFORM WITH ASTM C-478. �'• .�.• SHALL BE SPECIFIED SEPERATELY STEEL REINFORCING BAR MINIMUM 1/2' GRADE 60. 1/2 PIPE O.D. !'LUS 6' MIN. FOR PIPE B" AND LARGER AND PLACED PRIMA TO PLACEMEN' NOTES: OF BFDOING METERIAL 1. ALL PRE-CAST SECPONS SHALL ZON60NM 10 REQUIREMENTS OF ASTM C-478. • MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED 2 INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0' COMPACTED BASE JATERIAL WITH IN ZC110N MOLDED COPOI.rMER POLYPROPYLENE 3. PRECAST REINFORCEMFNT SHA.L RF RE9AR MEET'NG ASTM A615 GRAD 60 OR WE'_OED O � �1y--I N f f� WITH SMRATED SURFACES. WIRI •1EETING A' TII A497 *'FOR GALVANIZED STEP 4 ALL t A.°f0 IN :,-ACE CONCRETE SHAM" HAVE A 28 DAY STRENGTH OF 300CI PSI AND O 5040OPE SLUMP OF . TO 4'. v N 0 o p OREGON LOU W Q� MANHOLE STEP , TRENCH BACKFILL DITCF� INLET k RENO C�auzl ` 11 ° DETAILS �I �c�_- acanWat>:-r Semces SHEET EXPIRES 6-3 DRA'IMNG N0. 100 ''�`+I'F� ��-'�� ����+� �n Yy� ►7�I VlC:eS REYS[D C?-C3 lhlr lron+nllm•at h clear. L__ 0-2006 DRAWING NO. 280 REVISED 02-03 Oar commitment b clear. DRAWING NO. 250 — C4.2 DATE: SEPTEMBER 2004 1 JOB NO. 1 r 58-03 W JOB NO.: 165803 M.WWN BY: f MPC CHECKED Cy. PR 6580_CS500 I { _ ------- T da ' REVISIONS: r l FILE: leBB03CS500 C WR DETALS I C402 .s.m;a•,-:-...�,,..,..... ., «w•••,•,:•w,.s....tr,.wa.• *•rw�ww,••+w•.«wy►k M,,, _ LFOMILITY STRIP ,�V CM o I d e I 2 113 14 I B I? (9 :O 19 2I r2 23 24 25 26 2 ' 26 29 30 k i al , ,, a. i , s .r i � 80 i II a n _ • I Yi z $ a cn � � � coil a �� SSE 5"Ah0AR7 ORAy,'N;, yD, t.5 � ZCR FFAVE AND rCVE4 { _. • • eA I Z A A •7 • �.� t z "" AT BAA SECTION A--AWWW V)(. _p -6• I — xi iw rr , 3A- Ty-. p sl r W PLAN PLAN VIEW RcssU ''LRB IvtF s Q 3E RE N=x.CED I Ur X14 14�CF WT)- )- C�CR \ Y A �ANCE WT � Y U49 C4A04G N0 229 1 11r �AV:VE]tiT Ar �/Y ON COITTR '• '� • hltr .' H.^.I_f.5 •1 x 0 alas BARS 1 a 1 12•- � ye: I I N Ax t 2 � e- rO9 a� z" IN • PLACE :.. 5* wrw RED.=O4Cf.Y iiV T •♦ • FOR MMCAST TT' • • : t < ' EA2M- PLAN ~"G` B°T` mS SECTION A—A SECTION B—B a.;t+e BARS A#f: I re- R• - SECTION B-8 N�T�s I r— W44" BAR CA'Ql 9ASJN S-Ali RE CCI STRUC'ED M ACCVDA\CF a-l- •STN C-478 4\ 1 Itp 2 4STAL- SjM *-&% DIS-&.%CL ;40M -L\' OF :,QA-E %) OrILNE OF -IPE tS 8 2REATM NAP, 4@- c� STAN^ARD DRAM\G 4: ,Or SET --);ST S-[P ti' •—,,w � ' '7P OF 3OWT ! �.L,'`; J. VSTAL. 51RUG"-4E ON 11NIWV Or !' OF --0' COYPA:T1� 3ASL MAT-LR `' ��W Z�' 4. 9F`NFOR�NEN- 'OR PRECAST :.ATOM BASS SNA— RE "AR WM-NG AS-0 $ r FR4/E AYC GRA-i_ TC B YEW 5-RJCTURAL ASTM A-;7•, FLAT BAP. S-_E_ OR A--R;VEJ EXA- A-V C4ADE 50 OR Wl--E ORE MEFTSG A3'Y A-407. v u I� ADD1-10%A- TM C4NFSSS k%f) 4EIvr0R MFV- SHALL FE RSO„19ED FCR S-A-E -4*-WAY APaUi.A-Y s I 5. Al_ ^-'XRE' NP_ACE .:;NCRE I SHALL HAVE A 25 AY STREVCM OF 3000 n S C AMC A 5_uWP Or 2' 'C 4'. -MNn REOJk'tM 1% r-ON T-Mt:)AH AaPL'CATT04S, AS APPNOVED. A-- OT4E9 �i ►F C CATCHBASIN WFUCA"JNS RED,,IRE A4 SL-AP @E_OA' IOMFS- paE 14VFRT 1si % y��p\ x FRAME AND GRATE (L-132) Caean%ter GUTTER & CURB „W D,,,,eix ,�„0„ry 2 INLET CATCH BASIN C R A`NI N G h 5° — -'i No- Oat eocn ksont i�obr —_ I .AZ v0't0 f[RD'AORKtD N w 2 ,., - C�eanWater Ser✓ices #M 40' oo Wwa0 NM PI ,- CGS 2 Out eoww"tent i.elrr. POOSS OF •� � DRAWING NC. 22. 4EOSED 02 :3 °�p1 �r0 ! M EL�...iS ESL�C�C 18 ASSOCIATE ARC�i(TECTS P.C. 1230 SW First Av.. #300 Portland r 4 � O •van 0720 (503) 223-89,53 F rax: (503) 294-0827 a_ or V) NCD 5040CAE o y OREG N10 + LAJ s S � 9f'1' qAr '�r• +�� r � M pE"+0 SHEET EXPIRES 6-30-2006 94.3 aL' Q. DATE:_ SEPTEMBER 2004 JOB N0. LLJ Joe ,e6ea3 _ 1658-03 - 65Nc3i_-502 DRAWN BY: MPC CHECKED BY: PRT REVISIONS: • �{tip _.. . .__� ._ __.- , �Y Ayr F LF• ,e5eoaJ-0502 SEWER DETAIL, C4m3 .. w..•w.y._ .. .. -'.t:2':+•.+h;Ms 14. '.�. ,..,., .• -:.', n..,.. ,. ... ,..,.. ,. .. _.. ..�„_... -•l,q ....p. ,... ._,.. ,.,.., r ^. ..n...tNY.,n+kf:*' +.m.. :i._,. .. ...r WYJNMI., •Tn:tll'11Y�aM " .� LE01BIt_I'1'Y STRIP a 2 �a • R 2 - 4 �• - y E? 9 :7 i 13 22 23 a 25 -.F. L I 1 I OJ hOh, I V . V t, I It�.4!�� I+IAO►4Mr•N�#+GA �dai� I, I y t I ! �' t 1. l 1 f . I t - q -r y+, 5; odt;n *01 _ ,Wm1,c' +�,: 9�K is "00""04 loop l d l, • ;'.is 'I`,awly, :.a V 5K. w. r®, a SIDEWALK ADJACENT TO CURB jA OUTSIDE OF WTHIN '-- 1-2.0.-1 PAVEMENT PAVEMENT 18" CAST iRON 910 VALVE BOX TOP - 18 BREAK FLANGE SIDEWALK z uj MIN F E" MAX. h�1 18" CAST iRON 910 BOX PLUGGED TEE PLUGGED CROSS ! o: BEND PLUG OR CAP �` PROVIDE 24" BY -. �' / J I y f" THICK CONCRETE 1 1/2" -3/4" DRAIN ROCKcn FAD (SEE NOTE 4) -�- 1.-- J ♦ a� HAND TAMP BACKFILL TAR PAPER (MOISTURE BARRIER) a�Y AROUND TOP SECTION -� 6" MIN. /� W F rob r1Y MAX. 6 DUCTILE IRON PIPE N RESTRAIN ALL JOINTS W/ I z \� _-�-'FIELD LOK" OR EQUAL_ GASKETS LATERAL PLUGGED CROSS TEE I 0 E W �.0 6" ASTM 3034 PVC i _ I / I `�� v � c_ `_�� CONCRI TE_THRUST BLOCK SCHEDULE 6" MEGALUG RETAINER W 4� (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) GLAND (EBAA IRON) 0 �- OPERATING NUT EXTENSION FITTING 9013END, TEE, OR 45' 22 1/2' 11 1/4' -CONCRETE PIER C" GATE V:,LVE� � (SEE DETAIL NO. 505) SIZE (INCHES) PLUGGED CROSS BEND BEND BEND BLOCK FLG. x :a J. �-11 � I � 4 01.9 01.3 -- -- SIDEWALK WITH PLANTER 2.0 M.J x 6" FLG TEE 6 04.3 02.1 01,3 -- STRIP Al CURB O 8 07.1 03.9 02.0 01.3 12 16.0 08.8 04.5 02.3 SIDEWALK �- 3: MIN. MAX. BREAK FLANGE 16 28.4 t5,5 08.0 04.0 ----,-_ \� 24 64.0 34.9 16.1 09.1 NOTE: � � _ L----� ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN I z ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D LQUAL) G" MJ, 5 1/4" NOTE: COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT VATH THE FOLLOWING: STESSES, USE THE FOLLOWING EQUATION A. OIL RESERVOIR 1) VALVE BOX NOT TO REST !FARING AREA3 - (TEST PRESSURE,n'SO) x(1500/50L BEARING STRESS) x (TAKE VALUE) B. BRONZE ACTUATION NUT ON OPERATING ASSEMBLY. NOTES: C. BRONZE SEAT RING �� m 2) OPERATOR EXTENSION 1. STRADDLE BLOCKS REQUIRED WHEkE LILIES MAY BE EXTENDED IN FUTURE D. WEATHER SHIELD CAP ty REQUIRED WHEN VALVE NUT SEE DETAIL NO, 561 E. SAFETY SLEEVE COUPLING 1V yy\ 2. CONCRETE THRUST B4OCKING TO BE POURED AGAINST UNDISTURBED EARTH. F. THREADED NOZZLES WITH "0" DINGS O IS DEEPER THAN 3 FEET ® 1 24" 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. G. NATIONAL STANDARD THREADS J 5 r-ROM FINISHED GRADE. / 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 2. SAFETY :RAINS TO BE REMOVED. LLJ ENCIRCLED ON THE PLANS : e. 15 INDICATES 15 SQUARE FEET BEARING 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPFOVED 3) CENTER VALVE BOX ON i� AREA REQUIRED. 9 I r � AXIS OF OPER. NU'L I 5. Ir NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FI)T1NG SHALL BE AS BY DISTRICT FIRE MARSHALL. ---LLL INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 0 LJ 4) CONCRPRO"IETE E 24" SQUARE BY A THICK PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF' HYDRANT. F- Q COrJCRETE PAD AROUND VALVE �--- 24" --{ SPECIAL PROVISIONS. 6. IF ,OBJECT TO VEHICLE DAMAGED, PROTECTIVE POST 70 BE PROVIDED. I 0 Q ' BOX OUTSIDE OF PAVED AREAS 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED LL! AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON BY ENGINEER. �� THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. Q FEETAPP40YED V1. 4 .. SCALE APPROVED 07 AGUSIIN P. DUENAS NO AGUSTIN P. DUENAS NO SCALE `r""0`� em � �- ENONELMNC DEPARTMENT aTYoa•ImI TYPICAL GATE DwC. N0. STANDARD THRUST NO scAl-E AGUSTIN P. DUEHAS ENC1NEr10NC DEPARTMENT ENT7NEEJt1Nt: DEPM7MENT ;71231..1 NAIL IL,J. 13175 5R 4ALL SLID. ar'ERonml DRUG. N0. 1rn iw.NAL-SLK Or(JrcA+►U FIRE HYDRANT DAG. No ix:f.JC.Q.'.JON!7773 TLDAM.Q!>)DR 07721 %UJID.DRAW%x7773 �z tw3�!39_•171 MARCH 1998 VALVE 5 a 3 _ ,J FAX (w37 96•-7x, ''� �'•1 T MARCH 1999 BLOCK ^+/'y ( ) ASSEMBLY 5 E M 8 LY CITY OF TIGARD APwRovA DATE - ClCIT OF TIGARD -- 5 6 0 CITY OF TIUARD RAA {DC])96.-7797 _ FAX, 90•-7797 10D2: '�'I 9i-Y7' MARCH 199E 1 N1 D� APPI"AL DATE D7 A;IROVAL NTC CITY WATER DE°T STANDARDS PLUMBING CODE THRUST BLOCK CITY APPR05En ; \ RETAINER GLAND BACKFLOW DEVICE FLANGE ADAPTOR COUPLING I II < - w QQ S WATER METER FLOW 12" MIN w I �t J PLAN FLG OR - iEl MEGA LEQUAL ' FIRE CONNECTION DEPARTMENT n ' Q CONNECTION o < METER BOX 6"MI . OPTIONAL AT TTiIS " '- � 9 LOCATION 91 • > OSHA APPROVED LADDER 24 MIN � x� 18 , � a �- � � '; DOUBLE CHECK WITH ALUMINUM LADDER x ' V, 1" UNION EACH SIDE x o " - ` VALVE ASSEMBLY EXTENSION BY UTILITY �/ �-- ♦ 1v t e�9 ei r i 8 ♦I O fV VAULT �� ,y �,� "a✓ I CONTRACTOR TO SEAL ALL c ry - ry ry•- N - - Z d �•l�� ,, = N c PLAN OPENINGS IN VAULT WITH , U - NON SHRINK GROUT PRIOR ry n ►n •D r` Io a o - so " TO BACKFILLING 12" 8" 3 MIN. 6" MAX. GROUND LINE DRAIN TO CURB OR S� °p�P w SLY 1_ DAYLIGHT U) W WATER METER > rom DRAWN ARE THE PROPERTY°r 3" MIN CLEARANCE ND LLJ �r 2 AM 1OT 0 K Rµ"O"�IN ANY i 1 ON OPENED D' P< o PUMMEL)CWT 0TH INE wDTTEH T� � �� � / �� Rveassa+ar 90 MEGA FLG OR EQUAL OSdcY VALVE �� Q S Y� waD CRUSHED ROCK BASE INLINE CHECK VALVE U a ELLIS ES`iCK ELEVATION CONTRACTOR TO INSTALL ��- '� - RODENT z I ��' ^ `=�► J"`.��f'9� � CONCRETE BALLAS. 3 CU. YD. � ANDON SCREEN (off A u ^r BOX SPECIFICATIONS MIN. WHERE FLOODING OR 7 ( ` 7 1- ARCHITECTS I S P.C. HIGH GROUNDWATER EXIST--- I'1fl DEVICE SIZE BOX TYPE _ (TYP•) -/� DRAIN TO DAYLIGHT OR Q Q i- INSTALL SUMP PUMP 7'9" \ I -1 Q 1290 SW First Avo *300 3/4" - 1" BROOKS ►1419 SERIES OR EQUAL CONTACT CIN FOR � / � PortlarRd, Oregon 97204 1 1/2" - 2" CARSON 1730D X151_ OR EQUAL ELEVATION PUMP SPECIFICATIONS ry 4 LiJ z Ph.: 0603) 223-a&®3 - 1 o Fax: (603) 264-0927 � > LLJ INSTALLATION SHOWN IS ONLY A SUGGESTION. 12" MIN L �0 <te 0 1. DOUBLE CHECK TO DE LOCATED DIRECTLY BEHIND WATER METER. 24" MAX U ` �� W FIRE. DOUBL_ CHECK VALVE_ASSEMBLY FLOOR TO BOTTOM h 9 OF DEVICE 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST u1TUTY `lAUIT OR 'EQUAL BiLCO DOOR � COCKS IF BELOW GROUND INSTALLATION. SIZE NTH F.D.C. VATHOUT F.D.C. OR '£QUIT-- n It 4 876-WA 577-WA J-SAL W v 3'-0" 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FRFEZE PROTECTION, eel-•wA 978-IDA J-5AL 3g r4 - to s'-c" I �EREp SFr S. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS a 5106-LA bel-tYA - 2' 0" o 10 5106-LA 21gi-LA 1A-3AL (/1 FOR INSTALLATION. I g'-3" - 5'-5" 1- Ln 5040OPE 0 CITY ENGINEER AVPROVEtT EQUAL I n !, AGUSTIN P. DUENAS NO SCALE APrIORD:, �� NO SCALE �KD 7" T - I:0 SCALE n O 1' y�OREG -ousTlH P. ouEl�� DOUBLE CHECK DETECTOR rNOWEERRAO DEPARTMENT -DUSTIN P. OIL- q o IENONEIMNG DEwAPY%"T oTY 7,IfAQ11 -- DOUBLE CHECK DWG. N0. ETH7NEErlINO DEPARTMENT C --- �r n S Q Ry 'IZ' 13179 l IA NAL WID. (if ^t � •(o 17170 SLR HAL SLID. a v tT•omm DWG. NO. l� IaIaI•Ir HALL SLID. arr oLerlml OWCi. N0. 3 SLC 4 W i Q� 1)0-10.O/SeDN 97!73 vam. OIROOH n773 1001, oam NI-•In vaa' 9s-•17t - T19AA,OTR001!97tt3 -- RENO FAX �03 ��,77,., RANCH 199E ASSEMBLY �30 7aX x•77-„t. MARCH 1996 VALVE ASSEMBLYA E�op CITY OF T10AR0 FAX m _ _____ 533 rAu po7)99•nr MARCH 1996 METER523 a1Y OF 1t0ARD - - CITY OF TtiARO `-�V��A DAL[-� `- SHEET Ln EXPIRES 6-30-2006 ARw110YA DATE � AMOVA DAR C4.4 (� DATE:SEPTEMBER 2004 I JOB N0. � --- - _ 1658-03 JOB NO.: _ 106803 DRAWN BY7 MPC 165603CS510 CHECKED BY: PRT REVISIONS: r q` 186803CS610 � DETA�• ( ' C484 `�pA4V .`x•)" °•„ .,4VYSAOYRr MiM; W. F' 'IIIA r.. , 'RRIg1A�RA•, ••e+ LII^ewA14!'I�fl�'II�iiMlWii�yf�N,�.�Il!WR.tw'nn3 ar. .. www.+•.........•...-�,�a.wo..w, •.^no."a.2n.,e,Trv+.www+,rRNpp••,�.•.Iv..+,.wIIRHIIswlr,w,,I.a11lA•wr, :.'..:- - - rlr,7T91••ARWggMwl¢[ .4•.ARA¢•A+►a�l m 1 � A , ....... I ,I I. ..�'�� .. sf'H' AiY:� ,.,.. a,t ._.... 2mr rw^n,^.-n,,m ,.w..w'w-•....-...w v...n .. •., LEO�1MY STRIP r T 13 a II f+ 19 20 21 22 3 24 25 26 2? 2e 29 30 e.. T'. ..EAI t!I 1 I 01 ", `��1b� ' 1 �•11K�A1!�FU�rµ�Li.��4A.��1���1�����„�6.I11 I I � I I I I H;tNI .�, �s e •y a d - a �. , - •. , 4000 Moot y , `i r SF. I i rpt `p p V' p\r��l�I I c� coo , >OMM NOTE: - -�-- -- - CROSSWALK STRIPING NO DRAINAGE BLOCKOUTS ON THIS PROJECT EXISTING DRIVEWAY PC/PT I MATCH WIDTH do GRADE10' MIN. 3/4" R 6" i-- EDGE 6' A P W LINE 6" CLASS "C AC -OR - 3" CLASS "C AC 912-s SIDEWALK / - - ON 8" OF 3/4"-0 CURBSIDE v SEE NOTE 4 C� $ •- '1 p� per" 5' 6" 5" _=rr- -- DRAINAGE BLOCKOUT � VARIES .01,.01, �-- 2% SLOPE TO STREAM k _ - 3" I.D. PLASTIC + SEE NOTE 3 z_ PIPE W/COUPLING C x SEE 2X y. p ••a* 5' MIN 2% NOTE 3 l �- STOP SIGN LOCATION f / 16" I SEE NOTE 2 I 1 SIDEWALK COMPACT & S RI I RA DE I 7E L 7E SUBG 40. (INSTALL 4 PVC SLEEVE °� .S;• + :t' cn . UNTIL PERMANENT SIGN �k1 �• * I I FABRIC INSTALL.ATION) p0 6+ , A ,,� o i a Jpp�� 0 �' 30' MAX s' MAINTENANCE ACCESS o Q�. EXPANSION pC�r�F. JOINT (TYP) - 10' MIN FLAN pr PC PT �- 9" 0 a N I S- N 39 I 3/4" I _ N I 5' N. PLAN VIEW �- 2 1/ " A.C. . NOTES: STREET � 2X r, �- J� . 4" OF P.;,'.C. ON 4 OF 3/4"-0 -� 4e, �. - 2% SLOPE TO STREET6. I �� I 4' --�� 4' �6" 1• TRAVERSE EXPANSION JOINTS C IO PROVIDED ATF TO POINT OF TANGENCY 2" OF AGGREGATE OF THE CURB do AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING (3/4"-0") COMPACTED TO A MAXIMUM OF 20 FT. - -- -- --- -y- - - -- -- ---- --�-, FLUSH SECTION A-A � I - 1r 1 6" X 6" 10 GA MESH 4" A.C. / 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SEE NOTE N0. 4 � WITH A MINUMUM THICKNESS OF 1/2.". FABRIC - 4" P.C. CONCRETE 3, TRAVERSE CO1jTRACTI0N JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART NOTES: PEDESTRIAN PATH OR BIKEWAY / WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL_ AREA. 2" 3/4"-0" AGG. BASEROCK 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS, NOTES: SECTION A-A 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 2, CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. I ' Z AND MAX. OF 3 rEET FROM PROPERTY LINES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2` PREMOLDED ASPHALT IMPREGNATED 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2"-3" W G I � � � NOTES: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, " EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. Li L1J (n 1. CONCRETE SMALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAt. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. U 2. 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. O Q - EDGED ON 4 SIDES. 4. COMPACT AND STERILIZE SUBGRADE. Q < 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. � ?F 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. I W W APPIIo%c or. INO SCALE AFV*00 BY. NO SCALE -r NO SCALE I '�^O`�e' ''^^ AGUSTIN P. DUENAS •I�wa�,r hC SCALE I✓/ ENGINEERING DEPMTMfNr STANDARD CORNER AGUSTIN P, DUENAS AGUSTIN P. DUENAS E1NpNEERMG DEPARTMENT ENGINEERING DEPARTMENT AGUSTIN P. DUENAS I � •� _;4 13125 LK NAL woo. °r Oi0K01 DWG. N0. a,r ENanmN DWG. No. STANDARD ehewEER,Ne :.-PM*ME/,Y _-_ - MAINTENENCE ACCESS OR TIDAAT,on[ooI I= •alae aK"�ww. _ STANDARD CURB a,r e,oNUTI Dt+c No. »w.w.0 wI¢ u-•1n JULY 1998 WHEELCHAIR RAMP rc*m.DaooN.raa nm I O „•�• rn ���°�' �'� "o ((��t� 12 cJ' ' gra' PEDESTRIAN/BIKE PATH ~ CITY OF T1GAR0 cAe (aoa)gra' -- - woi qa aTs-an -MARL 1999 o�1a ao� �.r+nn1 +nim.aRoo1 .ra3 AP"RDv�D•t[ 1 2 FAM: � ��..-W aTY OF TIGARD MARCH 1998 DRIVEWAY S .att {aw w A•n �w aTY OF TIGARD I 1 2 cA �ooa�u. T1., - MARCH t 998 Naaa M+IOvAI DAR -� qTY OF n,,ARD i 166 FI>n001 A"MQvL D•R Comm A/1'IOv�DAR 8" CURS JOINT DRAINAGE BLGCKOUT i I �--5' MIN. SEE NOTE 5 ROW 3" I.D. PLASTIC 20"- 1" 6• PIPE W/COUPLING Ty'r I T 5' MIN. �- R 1" BATTER GROUND FINAL ROAD �` 1" 6 1• R --J -- 8 6" ry FINISH __7 "�- 1�" IL �2. PAVING OR CONCRETE GRADE \ 2" OF 3/4"-0" BASEROCK - /2' SEE POST COMPACTED SUBGRADE 6` n i c ti~.T" MAX. SUPPORT DETAIL -� Ile BASE SIDEWALK ADJACENT TO CURB COURSE-� 24" - d 18 5' MIN. ROW1. MATERIALS: ` }`' 4Q a Z,( .- ��` cf o $ I 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR AGGREGATE BASE ���- 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL_ 8" ato APPROVAL FROM THE CITY ENGINEER. �`� , � POST. N�•�. f ;P� \G� In ROAD 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S,I. AFTER 28 DAYS. !\ 3" - 2 1/2- X 2 1/2- X 18", 12 GA. GALV. PERFORATED 3. EXPANSION JOINTS: GROUND STEEL STIFFNER POST. �r TIM D AVIAM AAE THE PRO WI Y Or �-2` OF 3/4"-0" BASEROCK A. TO BE PROVIDED: 3" 2 1/4- X 2 1/4- X 36", 12 GA. GALV. PERF 1P vTED - MrLW=4ULTANTS W (110)00 1) AT EACH POINT OF TANGENCY OF THE CURB. STEEL ANCHOR. -- - ut"D'r0 t INTH r4x>," ""r COMPACTED SUBGRADE 2) AT EACH COLD JOINT. 18" XPi i� OF 60 �x 3) AT EACH SIDE OF INLET STRUCTURES, \-GEOTEXT I L.F, o 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH I w SIDEWALK AWAY FROM CURB 4) AT EACH END OF DRIVEWAYS. LOCK WASHER, OR 5/16" CORNER BOLT. -COMPACTED FABRIC m NOTES: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SUBGRADE 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND a B. MATERIAL. TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, LOCK 'WASHER, 2 BOLTS PER RAIL PER POST. 59_ ELLIS ES(lr"9CK TYPICAL PAVEMENT SECTION ' �m 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 GAYS, 6 SACK MIX, SLUE:P RANGE WITH A THICKNESS OF 1/2 INCH. 33" 2" X 8" CROSSRAILS-PAINTED WITH REFLECTORIZED I CL 05 AS:a0G1A �� 2. ' 'NELS TO BE 5 FEET LUNG. 4. CONTRACTION JOINTS: RED AND WHITE PAINT. HEAVY DUTY (RIGID) A►RCHfTECTS P.C. A. SPACING TO BE NOT MORE THAN 15 FEET. 4" CONCRETE CEMENT B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2" 3 4"-0" LEVELING COURSE 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, /2 INCHES. / UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. FOR STREETS AND HIGHWAYS AND THE OREGON 8" 1 1/2"-0* BASE COURSE I 1230 8W First AVG., 1300 5. BASE ROCK 2"-0 OR 3/4"-0, 95X COMPACTION. BASE ROCK SHALL BE TO SUPPLEMENT. GEOTEXTILE Portlend, Oregon 07204 SUBGRADE OF STREET STROC"URE OR 4" IN DEPTH, WHICHEVER IS GREATER. 8" COMPACTED SUBGRADE Z Ph.: (603) 223-Eg83 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT rHE SAME TIME AS THE �F-1 BARRICADES Fax: (603! 204-0827 CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED -JOINT WITH A MIN. 1/2," RADIUS. - 6C-8 BARRICADE DESIGN 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: 6C-9 BARRICADE APPLICATION HEAVY DUTY (FLEXIBLE) 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 8 INCHES IF MOUNTABLE 3" I.D. PLASTIC' PIPE PITH COUPLING. POST SUPPORT DETAIL 4" LEVEL 2 HMAC CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. T In OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 2" 3/4"-0" LEVELING COURSE W a SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. ACCORDANCE WITH THE CURRENT STATE OF OREGON 6" 1 1/2--0- BASE COURSE R. DRAIN BlOCKOUTS IN CURBS SHALL BE EXTENDED 10' PAST THE BACK OF SIDEWALK WITH C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL. BE PLACED A MINIMUM OF 2.0' STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GEOTEXTILE8" COMPACTED SUBGRADE 3" DIAMETER SCH 40 PVC OR ABS PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 4. BARRICADE FOR SIDEWALK IS SIMILAR. BRED �`F TO BE PLACEw OVER PIPE. UGHT DUTY (FLEXIBLE) �� �s, AGUSTIN P. DUEN� NO SCALE 'M""n+m NY,. NO SCALE S Ap"wft or - 4" LEVEL 2 HMAC �\ 5040OPE� r [nolraZRr:o DEPMTMpI* _-_- AGUSTIN P. DIIENAS NO SCALE 2" 3/4--0- LEVELING COURSE AGUSTIN P DUENAS / anCT040 CONCRETE DMC. NO. �' OVARTME.NT - --- EN4�NEERM DEPARTMENT - � " V) t'. Iain all HALL ww. �ry p,pKp1 owG. No. STREET 4" 1 1/?_ -0` BASE COURSE - : +LID��1a ana ;,,,� �,,, -- CURB do GUTTER GEOIEXTILE a a GREG Nb' •2191 aR NIAI ww. A;� 131n a NAL ww. dA blvlE01 DWG. NO Q ` �J MY 120 "°m ° °°,ta'-.," MARCH 19,,9 %um a.-.,,, BARRICADE �n Q v .. «ri MARCH ,w SIDEWALK "Um�I IM3 n v e GTI'a T `At "' "" 126 ••� �° ... ».T MARCH 1398 1 9 2 8" COMPACTED SUBGRADE 5 dpa AnwaAi DAN CITY p�� APInwA DAM -- pTY OF 7KiAR0 - wwuwA•DAN W N DNa a1 c� ,4ENO SHEET (� EXPIRES 6-30-2006 C4.5 (' DATE: SEPTEMBER 2004 JOB N0, 165 JOB N0� 186803 16580!_I_Cho4 Q DRAWN BY -_-_ MPC CHECKED BY: PRT REVISIONS: 15-Oa 186803J_C604 SURFACS DETAILS C405 rt .... - ... 1 2 � a 3 8 ,p I "ri11IM�1' LIl:0191LITY STRIP 7 F§ 9 I p 3 1 A to 17 2o 21 22 23 24 25 26 27 2�I 29 3^ SI Ii RIMry5,y •,- Irh' td„ .. ,. .,..,,-. _.. tw1,RSMP„^,R".."n,«vwn..a.ro�we.»,..., ... ...... !.�,n,..,. kIN.;!{'t6`�I.ytiS._ r i11 1 � ' r i t , r nn� i >= u�• KEY NOTES= C') ``J EXISTING WATER METER. PROTECT DURING CONSTRUCTION �- µ� •^�'^•'-•-�^�--�^- MM ''`' M•--••�.�- � '' � 15 23 26 ,�'r � (�2 EXISTING FIRE HYDRANT. PROTECT DURING CONSTRUCTION. • ►, EXISTING CONCRETE WALL. PROTECT DURING CONSTRUCTION. \ O MATCH EXISTING INVERT. FLOWLINE=566.30 W x �s 12 BULL MOUNTAIN ROAD 5 EXISTING CULVERT TO BE REMOVED. w 1413. 5 I \ ,0 O - - - SO 13+00 -) S 61-18-32 E 14+00 PROTECT EXISTING UTILITY PULE. 1, to•,� � �� 10+ 1 +00 S? 12+00 1 =a / 7 STA. 12+08.75, 15.6' RT. END AC TAPER. • °• I 1 1 1 r v == aaaaaaaia�aaaaa =raaa■ G V1 7 8 s,�s 21 � h � 20 ;91-h ,n N �F �°o� 8 STORM DRAIN LINE. SEE PROFILE FOR INFO. ----s>.+ tiimi--m�-- -mv as .r. �. , "' ! "C,_ _t__- -' Q 0 CONSTRUCT 11.5' STREET BARRICADE PER CITY OF TIGARC o C4 $� ILJ.J / DETAIL N0. 192. SEE SHEET C5.3 FOR DETAIL. U w c U� 2 10 SAW CUT UNE. MATCH EXISTING AC. n�,i°F 11 EXISTING GATE. PROTECT DURING CONSTRUCTION 5 t_ (1 3�\ S rORM DRAIN LINE. SEE PROFILE FOR (NFO. 11 \` 18 �_ r NOTIFY FENCE. SEE SHEET A2.0 FOR DETAIL 13 EXISTING SIGN TO BE RELOCATED TO 12+58, 24.0' RT. ARCHITECT ONE (1) WEEK PRIOR w ��� TO STAR OF A� CONSTRUCTION IN THIS AREA 14 CONSTRUCT 6.0' WIDE SIDEWALK PER CITY OF TIGARD w DRAWING NO. 120. SEE SHEET C5.3 FOR DETAIL. a: Imo GRAPHIC SCALE 20 o to 20 .o STA.. 12+73.10, 20.7' LT. STORM OUTLET INTO EXISTING DITCH. IE=561.00. SCARIFY 10 L.F. OF EXISTING DITCH I MEN��- �� K �\ SECTION do LINE WITH CLASS 50 RIP RAP. W ( IN FEET ) CONSTRUCT CONCRETE CURB do GUTTER PER CITY OF -� 1 IN 20 FT J� TIGARD DRAWING NO. 126 SEE SHEET C5.3 FOR DETAtL. — �r 1 LL- — 17 SEE BULL MOUNTAIN - HALF STREET CROSS SECTION W O SHEET C2.9 FOR TYPICAL STRUCTURAL SECTION. w BULL MOUNTAIN ROAD HALF STREET IMPROVEMENTS - PLAN m o a. -` SCALE: 1"=20' HORIZONTAL 18 STA. 14+12.86, 20.3' RT. EXISTING UTILITY POLE TO BE Q RELOCATED. COORDINATE WITH PGE. W z Q O19 EX'ST1NG MAIL BOX TO BE RELOCATED, COORDINATE NEW (D LOCATON WITH LOCAL POSTAL SERVICE. J Z w Z < 20 BICYCLE LANE STRIPING, 8" WIDE WHITE LINE. W J --- -- - - SBC -- - -- ,- -- ,. _ _ __.._ _ _ __ - _ .__ _.. -1 BICYCLE LANE MARKING PER MANUAL ON UNIFORM TRAFFIC a - -.. :rte �_-- -- CONTROL DEVICESMUTCO I ! 22 C) CENTERLINE STRIPING, TWO 4" YELLOW ONES WITH W BI-DIRECTIONAL YELLOW TYPE 1 MARKERS - MATCH O -`�' �-- ------�-_ -------- — _ t EXISTING. 0 0 -_.-- - - 23 CLEAN do RESHAPE EXISTING DITCH AS APPROVED. — V) i J ` ' I Q EXISTING EDGE OF PAVEMENT. J ^�' + 25 EXISTING STRIPING. D I m 580 -- - --_.-_ -_ - - - ---- - --- -- -- 26�._ iHISTORICAL DRAINAGE. ! i 3 - N YCW EMS ANG GROUND m m PVI ST 'A 13+37,83 f T CENTERLINE +v PVI ELFV = 557.40 N cr N I N A.D. 4.15 570 r _ "' I K - 36.13 IA m N a I uj FLOWLINE OF-?_1 U > > m FINISH GRADE EX!ST!NG DITCH M RIGHT AT CENTERLINE � iWATQh EXISTIN CO CF) Z " t° N ca r7 I I I I OpF� t LQ v 560 _ --_ - �e �� o � w { -r V > f3iJ JP 1�\� l a > w VP lW I E _ P w N I lAOMrY Cf s>� �--_ ( N oo c0 00 o E' �D3034 SOR3 ---�__ ! caN9xr i�ilrµo . Ln `n z °' .r o - ---- NC�=151.0•- - S) St --�-� - _ - illll MMa•asa a?•aTM,ac•••rlp+ I " tea o���� - - - OP 1 f I Ir•i� `6 11 a 11 z I N 0I v o NG I Itrvw 3. - I + aW + + .■ 'o N . N 550 - __ _ ___ — ------ - ` N I o - --- Ulm ELLIS ESLIOK ! ( • Q tH-. - .Z.��_ � ?___ _ 1 � �FY--oNco > ooG0 Q a AESOCA T � g ARCHrTE TS P.C.n Z OIn 1 II ^^Z w a o w 3 I 1290 SW First A-s.. #300 -- -- -- — m N o+ N N p Portland, Oregon 97204 ,d O zo Ph.: (503) 223-39153 r: z U Rex (503; 294-0927 ~ _ a + ,n w O U a. r-,40, Z w 0 W � I < o CLASS "B" TRANSITION TO SI GRANULAR BACKFILL. - _ �3� a0 rn rn o rn) N N N u1 1f7 rn In,n NIN rn --- - to 50 DOPE r; cx) 00 OD n f` n n to t0 d N N G p oo n^ ko 'n^ �► • z <In In u1) In In In 10 N rn u� 10 In n n n In n N n In In, `n tn to o ti OREGO ZCg` 9+50 10+00 10+50 11+00 11+50 12+00 w RENO 12+50 - 13+00 13+50 14+00 m SHEET EXPIRES 6-30-2005 ;i BULL MOUNTAIN ROAD HALF STREET IMPROVEMENTS - PROFILE C51112 j SCALE: 1"=20 HORIZONTAL b a DATE: SEPTEMBER 2004 1"=5' VERTICAL JOB NO. 1658-03 LAj JOB NO.: -^- 1e5_803 DRAWN BY: MPC CHECKED BY: PRT REVISIONS: Fi,E 105803J-C3r)3 BULL MOUNTAIN ROAD PLAN l PROFILE �1 + STREET l L•TnAm ., ,,..-.:;..,,, -. ,,.-.:.,.,,ab.r++r..er.....,,,,!•..,M.M...a»_•r,.w>.N."»+, -.a.:Mr;Mn.!yyi+Ml^*N-e.,.,.,,.:x.'ea.a•,9/,ry .. �..,•'a' R .an,++�..we�...,.,-wr+.wrw,�*u.•r..,_ .,«.. ...+.wswr.anitl�w+a _ 1•IIUI�UR►"_�!S�".rr..., -^--.+,.„..�..� ,. ..."........«. �_ ,....._ ......n,..,._..,.,r.,,--•___......_._._..._.��..—...�..._._._.__-_ .-_..-....-. . w .w.nw.-. .. - _^^+Ri •.n:i �•,r1MYMY. .:.-: w9w1.�lUtXta'x•1WRW �df—���•.rl�}11t,i� ... LEGINNUTY STRIP um 1111 hili ': 11011 11 IlIIII111 11111111' IIII�111{111N111 1111!1 Itu11111I111111 l i 11 ullll lull 10.M"I m 2 3 a 5 6 7 d 9 10 1 i 12 i3 is 18 1 7 1El 195210 21 23 24 2115 26 27 28 29 30 r OI , N9Nr • IOL ' 1 11I1111wL III Ili j I j + I AS 1 ' _, ... •www w..yw+,r •...,.•-..w,,,..r.«, ,.b. -. • .n.a' t.. r I j 01 C-Cp-�� 0q�¢ lSdiL' e ' ,IE d KEY NOTES- O EXISTING STORM LINE TO BE REMOVED. $ `N / I� EXSITING STORM DRAIN MANHOLE 'f0 BE REMOVED. CURVE DATA: / O EXISTING 10" CORRUGATED PLASTIC STORM DRAIN LINE TO BE REMOVED. 4 01 / I PC=15+27.42 N:4998.2963 E:5084.9965 ;r, I _ �1` (4 EXISTING STORM OUTLET. IE-547.60 c� \ PT=17+66.51 N:5048.8785 E: 4854.6105 } L PI: N:4989.8850 E:4962.4040 w , - Y� �, EXISTING 12" DI WATER LINE. PROTECT DURING CONSTRUCTION. \ RP: N:5417.3112 E!5056.2473 w \ wr. t 6� EXISTING CATCH BASIN TO BE REMOVED. \ \ \ RADIUS-420.00' / � ZA a s ARC LENGTH-239.09' �~ DELTA=32'36'58" ,,,.► �' wN .: �l�-'� ` O STA. 15+82.296, 25.1' RT. EXISTING UTILITY POLE & GUY ANCHOR TO BE RELOCATED. `\ CHORD-235.87' �.,�... �' '"..: + : �� _____ rt^1 ¢30" COORDINATE WITH PGE. CHORD BEARING-S77'37'Ot"E " " - ".._.• '0 O _._ -.-- a--�" � � � 8 STA. 15+90, 23.0' RT. CONSTRUCT 1620' WIDE DRIVEWAY PER CITY OF TIGARD �F" -_ \ t..- ` a �_ �- - ) �r _. .:.°• .: '`'`�-- a 1� )ETAIL N0. 142. oatz �-ar 4, �. ,� vi + •� �� -\ _` _ ��, --'�_ - �� ,a."00 ��� O9 STA. 16+02.50 EXISTING WATER METER TO REMAIN. ADJUST TO GRADE. o o - t s _ `►.�` 1 ` -- moi. �. - ,��''1� 8 / w U 75"00 ) 00 EXISTING FAIL BOX TO BE RELOCATEDTO STA. 16-+08, 24.0' RT. �_ v �� i s� i W ae� -:`" - ,0'� 20 11 EXISTING SIGN i0 8E RELOCATED TO STA. 16+16, 24.0' RT. �- ,� � ------ ----- - __--_ OTJNTAlI� ROAD ... �,; 2 _ f 17+00 18 30 12 EXISTING STORM LINE TO BE REMOVED. 24 16+0cr 1� CONSTRUCT G.0' WIDE SIDEWALK PER CITY OF TIGARD DRA'MNG N0. 120. SEE ( �, �" ✓}-- -' i 23 SHEET C5.3 FOR DETAIL. 19 CONSTRUCT CONCRETE CURB & GUTTER PER CITY OF TIGARD DRAWING NO. 126. 14 YY�1I w SEE SHEET C5.3 FOR DETAIL. / p- I I 1 ��• R �c w ; �� 1 -T-- % / _ /� 15 SAW CUT LINE. REMOVE & REPLACE EXISTING AC IN SHADED AREA. MATCH EXISTING AC AT EXTENTS OF IMPRO1/EMENTS. EXISTING EDGE OF PAVEMENT. LAJL ---� �. \ ��5 t + t 117 STA. 17+12.11, 17.6' RT. EXISTING UTILITY POLE & 2 GUY N'RES TO BE RELOCATED. -J ( _ 1 Z _ I COORDINATE WITH LOCAL UT1L:tY PROVIDER. ,, STA. 17+82.1:, 14.5' RT. EXISTING UTILITY POLE TO BE RELOCATED. COORDINATE WITH !„� Q NOTIFY ARCHITECT ONE (1) WEEK PRIOR � 8 � 1 11 , � � \.. TO START OF ANY CONSTRUCTION-IN_ THIS AREA 12 O LOCAL UTILITY PROVIDER. �-• - 10 13 ` �� 70 19 INSTALL 11.5' STREET BARRICADE PER CITY OF TIGARD DETAIL NO. 192 SEE DETAIL ��`��`I SHEET C5.3 f ' ! Q �\ �- f �" "� I •' �-�-- f 20 EXISTING WATER METERS TO BE RELOCATED TO STA. 18+45, 22.0' RT. W Z O T"77777'�, 21 TAPER AC PAVING TO EDGE OF EXISTING PAVEMENT. LENGTH=123.0' Z `hr W Z Q 23 CONTRACTOR TO RESTORE EXISTING DRIVEWAY ACCESS. E1.J Of - - X" ®- -1_ --- �� X24 BICYCLE LANE MARKING PER MANUAL ON UNIFORM TRAFFIC �560'�' 1 � �"'� CONTROL DEVICES (MUTCD) % GRAPHIC SCALE Z BICYCLE LANE STRIPING, 8` WIDE W-,ITE LINE - MATCH so o w ?o `Q EXISTING/FUTLIRE w BUIL MOUNTAIN ROAD PLAN - - - � 26 PROPOSED 12" C.I.P. STORM LINE Q 0 HORIZONTAL. SCALE: 1"=20.00' ( IN FEET ) LENGTH=19.5, SLOPE-3.6% Q � 1 IN 20 FT 27 CONSTRUCT STORM DRAIN MAHOLE PER CWS DWG. 010 - SEE PROFILE FOR RIM & INVERT INFOR6ATION. J @8 PROPOSED 12" D.I.P. STORM LINE D ___ LENG1H=28.0, SLOPE=1.14% cn -� ----T - - --- '- - 570 G9 HISTORICAL DRAINAGE t i �-- �-' i I 30 EXISTING MAIL BOX TO BE RELOCATEDTO STA. 18+25, 22.0' RT. 150.00' VC I (n - - - - -- ---+ - 415.00' VC 3 LOW POINT ELEV = 551.88 � I LOW POINT STA - 15+46.58 HIGH POINT ELEV = 553.32 R/W (VARIES) 'o F0 PVI STA - 15+12.83 ! v I HIGH POINT STA = 17+06.84 x W N n 1 � + PVI ELEV = 551.12 1 ' t "�t N 00 FINISH GRADE PVI STA = 18+50 35.0' R/W J V - - - A.D. = 4.95 - - c,.^ t�r' + N AT RIGHT GUTTER -- -- YI- EL` , 555.71 + u) -} - � -4 -f---PM 560 5.5' K - 30.30 I I+� CO� I fD `n l j ! A.D. _ -8.78 ( PLANTER 61 U I �4 to in a> > FINISH GRADE AT r w K = 47.26 I STRIP M w W v j FINISH GRADE ' i I I 23.0' PAVED AND 6'0 �- 0.5' cii N u > m AT CENTERLINE CURB SIDEWALK RIGHT GUTTER FINISH GRADE w W m t tan I y / Z (MATCH EXISTING) I ^ 17' TRAVEL LANE 6' MP AT CENTERLINE W W _ -- ---- - (MATCH EXISTING) --`j` ___-- r-- - ---- BIKE LANE ' --- ------G -- ---- - 1.367L`! - __ - - ` -- ---- --+- _- Q 0.0200 �--- ��'- z,( . roi N 12" PVC (ASTat M - - '-- z -- -1- ra ��EWALK D3034'tSDR35) STORM _ - - 4" CONE SIS c rn LENGTH�dLL Iz J 550 �- a" r Jp� \�,rLr I Q 127,0 SLOP ( FINISH GRADE - Q TYPE "A" CURB AND GUTTER Si` tE' a. E• 2.27 -- AT LEFT GUTTER = ; ^� fix' I o w WOVEN SEPARATION GEOTEXTILE W (ULTIMATE DESIGN) I c _ N N N 0 IN 4` LEVEL 2 HMAC I FINISH GRADE o ~ �' ~ 8" COMPACTED SUBGRADE- VOTAM 0"0,10S yA "E PAp1Or or '; WZ � tsv+¢caMlaxr►�tn tMc(.c)rw �t (^ N 00 n I M O �-- M[NOT TO K 0EPQ0W=M/wr �,�� ,n� ' m • 8` AGGREGATE SASE ULTIMATE bESLGN) +n�n to z -- �-- - - -+-- oo =F r olcrT wn nc.ierni+ ' Z m w BULB.. MOUNTAIN -_HALF STREET °"OF VC w3 I + V� o CROWN SECTION W} cli + �' w ao N.T.s. a "..�' 'n Z w I ~ N g c Q _ '_�2 fes-V - - - - 4- - -- N 540 V � ELLS L S E SL".l K 1PER ELEVATION I ti m �a. I W w FULL SUPER ELEVA110N - R/W (VARIES) s o_ W Av�i:�IA��� ARCHITECTS P.C. '; R/W - 1 5.5' Portland, Oregon 97204 230 8W FIret Ave., 00C i {p PLANTER o Ph.: (603) 223-*5983 ON dIG'1 G00 .. 1� N N fV N I I STRIA' 6.0' G ,n ri to to ,n !n I I 23.0' PAVED �-�_AND 0 7' I o Fax: (603) 294-0827 U-) to!n to In imus n ul � CURB SI: WALK -- _ _ _ -� -_-- - I --�- ----r 5.30 17' TRAVEL LANE 6' w f I 14+50 15+00 15+50 ! I BIKE LANE � - - - -�-- - S = 0.0400 - r7'�`� P o 4" CONC SIDEWALK a,:1 rn y 1.0 N 00 cD In N a� �� ,n�h o t^7 K,M 3/4" - 0` ROCK - 0 O 50. OPE to to N !n to N !fl to M to M to to N Lo N u). to•- N p " a to to to to n n to to to N to,'nn to to to,'nn to to N to �. TYPE A" CURB AND G:!TTER o p�OREGON i Q to -WOVEN SEPARATION GEOTEXTILE % - 4" LEVEL 2 HMAC ui W ' toy` y 16+00 16+50 17+00 - 1 r+50 18+00 18+50 RENO 8" COMPACTED SUBGRADE g" AGGREGATE BASE SHEET �- EXPIRES 6-30-..^006' ____C5.3- DATE BULL MOUNTAIN ROAD PROLE BULL MOUNTAIN - HALF STREET M F a : SEPTEMBER 2004 FULL SUPER ELEVATION 106 N 0. 1658-03 W JOB NO.: 106803 HORIZONTAL SCALE: 1"=20.00' �-_ VERTICAL SCALE: 1"=5.00' N T.$. /A V J DRAWN BY: MPC 65P,OJ _CJOa - CHECKED BY: PRT �.,. REVISIONS: 1+� >r 1a6803J_C304_ } - BULL MOUNTAIN ROAD PLAN t PROFILE STREET 9 STORM !Lt +"VI�IM1�PMw �-'"^'fi M>a"�'gt.k'$_; a' - __ �... i. nl+ -w+r••-•-^-^ -.++.. +..+iwwlw+�..,+w,-Rias:.,.«.._ ... ..._......._.._ « ._ - t _ ..AYIE7Y+"wc i _ .- -r_: .a.wx?A :o. •,..- ...: ....,n a.s xau,n"*n¢�Il.0 my uMYMyl1f �E ���STRIP MIA 1 1 1 I I I I II 11 )III I Ell r,l;rnitlu ltnlllt I I t Ih tl I ti r u. I at i x I Ill l:j it'. I'i,l I' t itf itltit II R= if uu i t _ 6 10 I 1 (Q 13 14 - I® 17 16 19 2I0 21 ?? r y Q� s .4` •S' IQRrOsI[1p � � 2.. 4 2J 26 s 20 CU `](1 " µ I I t I i t�l�1�a�L�J�11� ' � • a �1h@?dR`�Ng'�Jfd1'WAS"'�F.aAd,n.AP1P�t:# Ri cy�`"A a.,.+gM . .�•wwwMar.nw.r.,.....,.... __„_.-.- VV :tl la. ,. 0 V POOR , is . - �: � .e... .. .. . 7 r� 6 i I r i r I I �J I ON n a I� Q 4 uj R LL U GRAPHIC SCALE Z 20 0 10 m 40 it w cA s (j IN FEET ) 1 IN - 20 FT 1 BUL MOUNTAIN; ROAD-.-_�_ cm) J 0 S w I.O L3t Q a jCD w � ZQ 0 a: Z :2 KEY NOTES- 0Q p p� /� BULL MOUNTAIN ROAD HALF STREET — r L„f1N (f) STA 19+20.93, 9.14 RT. ?APER AC PAVING TO EDGE OF EXISTING PAVEMENT. SCALE: 1"=20' HORIZONTAL D ad w . j FINISH GRAD � 1 I AT RIGHT G R _ I 6i r 1 r `. n ✓r1 �S,. Jp a: I - � NEW � N W �IE37LAKE'COMAAiAM TS' { ) OF N _._..-- 1 AW NOT TO K RE'R W=N Ah n W I 11ANNER EXCEPT MTM TIME Vfv Dg rt juj PE16019M OF TIC FINISH GRADED EXISTING GROUND 5 AT LEFT GUTTER AT CENTERLINE W -- (ULTIMATE DiSIGN) 1AC0 ECUS ESUCK ARCHITECTS P.C. 14 rn v I j 1230 SW First Ave.. 1300 + F N i Portland, Orapon 67204 N !7f I z0 PlI (503) 223-8683 — — N O a Fax: (503) 294-0627 _ 530 c� TRANSITIrA TO CROWN SECTION I DATUA! .E'LF.V u� 60500 p F 1 cy) ^ N Xn X�oa$ a O vim`' E.�'IfQ Ln 'n ) s, to W) a N d g M W)i ,1 to O 5040GPE 0 Ln a _ N n y OREG N 19+00 19+50 _ 20+00 20+50 21+.00 — w w 9pRr 121 w �cjr RE NO SHEET m BULL MOUNTAIN ROAD HALF STREET IMPROVEMENTS - PROFILE 2 EXPIRCS 6=30-2006; 5 C .4 SCALE: 1"r20' HORIZONTAL L0"-1"a5' VERTICALa DATE: SEPTEMBER 2004 JOB N0. — � w JOB NO,: 166803 — 165603 -c305 _DRAWN BY: MPC CHECKED El _~ PRT' REVISID!,':, FILE: 1a58031J_006 'k BULL MOUNTAIN ROAD STREET l STORM ae PLAN R PROFILE . Ir - C584 :'..1. - _ .1Y4vA4!R'd+eryc,P+iaA1NONP..�••p�{, LEOIBILRY 3 RIP 11 4 111 I Ir I t(( �I tnl( II c Il�,i+nLIauJM1'hFunll I u I I ulIw1111NI+I'r nil nl n 1 1i~1� � �n1 �il { luir.,1, 17 1 8 1® 20 21 22 23 24 o I 1 2 :1:13 'a 1i111ui�nul - _... -- -.., —..,,,,_.•._... ►.....,,w...,.-,n.-e+s:.'171I�Yr6. _ ._ _ n. „M .,wlrwN... �Il;r ' 25 20 2' 28 29 30 NON, smiot ` y, rXr '.. `. _ .. _ I 1 � fyL.I11 M���+• W or Sy' r , �,