The URL can be used to link to this page

14850 SW 132ND TERRACE-3 ,.new ALBERTA RIDER ELEMENTARY OFFICE COI's' ON �. SITE � 0 QENE,,96 NOTES: LU STORM DRA!tYc: �� I• ALL WORK SHALL BE I ACCORDANCE WITH THE APPLICABLE REGULATIONS, � - SPECIFICATIONS, CODES, AND REQUIREMENTS OF THE JURISDICTION, THE I• ALL CONSTRUCTION MATERIALS & METHODS SHALL CONFORM TO THE LATEST EDITION 7. ALL PUBLIC WATERLINES SHALT_ BE INSTALLED IN ACCORDANCE WITH CITY OF �I �'�� y ! Gr07FCHNICAL INVESTIGATION FOR THIS PROJECT BY URS, INC. AND THE OF CLEAN WATER SERVICES' DESIGN & CONSTRUCTION STANDARDS FOR SANITARY TIGARD STANDARDS AND BE THOROUGHLY FLUSHED AND CHLORINATED AND La 19Sw G acrd: PROJEC' SPECIFICATIONS. SEWER & SURFACE WATER MANAGEMENT, RESOLUTION & ORDER NO. 04-9. POTABLE WATER TESTS SHALL BE APPROVED BY THE CITY OF TIGARD PRIOR TO ' `•�.,,w St_ ANY METERED SERVICE HOOKUP. ALL TESTING SHALL BE IN ACCORDANCE WITH THE ,J B+dl MalrfMn Sw St Jarnes Ln --� 2. THE CONTRACTOR SHALL PF.RFCR-M ALL WORK NECESSARY TO COMPLETE THIS PROJECT 2• ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JURISDICTIONAL REGULATION. IN ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE JCI NTS. S ,:•, ^31andler D' NECESSARY 70 MEET APPLICABLE AGENCY REQUIREMENTS AND OTHERS AS NECESSARY 8. PUBLIC WATERLINES I NES SHALL BE PRESSURE TESTED AT 150 PSI FOR 1 12 HOUR. TO ' W� � UI � S �pnJe w TO PROVIDE A COMPLETED PROJECT, 3. ALL FAIN DRAINS OR FOOTING DRAINS SHALL BE CONNECTED TO THE METER HOOKUP. U STORM SEWER. Nal isW �jN , 3. THE CONTRACTOR SHALL HAVE APPROPR IATE PERM I TS BEFORE COMMENC I NG WORK ON 9. F IRE HYDRANT ASSEMBL I ES ARE TO BE Ml1ELLER SUPER CENTURION 250. �' , rM sly s�Skfry N �� Tt,IS PROJECT, THIS INCLUDES PROOF FROM THE OWNER THAT EASEMENTS AND/OR 4. THE ENDS OF STORM DRAIN SERVICE LATERALS OR PIPE STUBS FOR - -+�: � u D SIGNED AGREEMENTS FOR WORK OUTSIDE THE BOUNDARY OF THE SITE 4S INDICATED THE ROOF DRAINS SHALL BE MARKED WITH A ONE PIECE 2"X4" 10. GATE VALVE SHALL BE DOLBLE DISK OR RESILIENT WEDGE TYPE AWW^ C-500, WITH11 4- ' ON THE PLANS HAS BEEN OBTAINED. MARKER. RESILIENT SEATS PER AWWA C-509-80 AND EPDXY COATING PER AWN C-550-90. aL -i ti ►� , BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. V.AL VF BOXES SF ALL BE PER S'� `.�P✓r✓ s 4. THE CONTRACTOP SHALL REVIEW SITE SOILS AND MAKE HIS/HER STORM DRAIN LINES iN THE PUBLIC RIGHT OF WAY SHALL 9E CITY OF TIGARD DETAIL 503. �O -> IQ,y DETERMINATION OF EXISTING CONDITIONS. THE CONTRACTOR SHALL BE TESTED ACCORDING TO CITY OF TIGARD PUBLIC WORKS CODE a/Y�h y J - RESPONSIBLE FOR ALL CONDITIONS ENCOUNTEPED. TESTING SHAL!_ BE PERFORMED AFTER CONSTRUCTION IS COMPLETED Ii. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS THAT FOR Lt INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE SANITARY SEWER. Qt 0) ro _ro 2 5. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS WITH ALL APPROVED DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS REVISIONS OR ADDENGA ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL ASSOCIATION MANUAL-OREGON CHAPTER IS REQUIRED. ALL STORM 12. INSTALLAT ')N OF THE UNDERGROUND FIRE LINE TO BE INSTALLED AS PER CURRENT BE DESIGNEDBY THE ENGINEER AND SUBMITTED TO rHE CITY OF TIGARD SEWER LINES WILL BE THOROUGHLY CLEANFD PRIOR TO DOING ANY EDITION G:- NFPA 24 - STANDARD FOR PRIVATE FIRE MAINS ENGINEERING FOR APPROVAL PRIOR TO CONSTRUCTION. TESTING OR VIDEO TAPING. w w 13. ALL. CEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET THE p �� 6. NOTIFY YOUR CITY OR CWS INSPECTOR (503-681-4444) 48-HRS. PRIOR TO PIPING MANUFACTURER'S SPECIFICATION REQUIREMENTS, ALONG WITH A MINIMUM Z• 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS PERFORMING ANY WORK. DEPTH OF BURIAL. SITE. ANY DAMAGE TO E':ISTING UTILITIES, WHETHER SHOWN OR NOT ON THESE r PLANS, SHALL BE REP.A!RED/REPLACED AT THE CONTRACTOR'S EXPENSE. EXISTING 7. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS 14. WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER p Ix \rl� SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND. THAT FOR SANITARY SEWER. SUPPLIES FOR FIRE PROTECTION, IS REQUIRED TC BE INSTALLED, SUCH PROTECTION 7. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND MAINTAINED WORK. 8, ALL MANHOLES SHALL HAVE WATERTIGHT FRAMES AND COVERS PER THROUGHOUT THE TIME OF CONSTRUCTION. THIS INCLUDES FIELD INSPECTIONS, CLEAN WATER SERVICES STANDARD DRAWING NO. 120 FLUSHING AND TESTING, AND FULL APPROVAL OF ALL FIRE LINES AND FIRE Sw CFestldle Ct 5.� voq 8. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM SAN I TARY SEWED HYDRANTS. UFC 901.3 RECORD DRAWINGS AND A SURVEY COMPLETED BY CHASE, jONES 4SSOC I ATES, INC. DATED APRIL 16, 2004 UNLESS OTHERWISE NOTED. THE CONTRACT01, SPALL I. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 ISDN 15. A F I RE FLOW TEST SHALL BE MADE AT NEW F-I RE HYDRANT "B" TO VER I FY WATER VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS 35) INSTALLED IN ACCORDANCE WITH ASTM D-2321, OR APPROVED EQUAL. SUPPLY OF MINIMUM DEMAND PER FLOW WORK SHEET 1500 GPM AT 20 PSI AS A OR HER SATISFACTION. MINIMUM. THE TEST SHOULD BE DONE IN THE LATE SUMMER AT THE PEAK DAILY - _- - -- ---- ---- - - 2. MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN PUBLIC WATER DEMAND PERIOD. VICINIT Y M9. ANY ALTERATION UR VARIANCE FROM THESE PLANT, EXCEPT MINOR FIELD AND SANITARY SEWER LINES EXCEPT AT CROSSINGS. VERTICAL SEPARATION SHALL -� ADO'ISTMENTS NEEDED TO MEET EXISTING FIELD CUND'1 I ONS, SHALL BE F 16. A "CONTRACTOR'S MATERIALS, AND TESTING" - "CERT I F I CATF OF COMPLIANCE" WILL BE A MINIMUM OF IN INCHES CLEAR-DISTANCE WHERE WATER LINES CROSS OVER BE REQUIRED FOR BOTH THE ABOVE GROUND AND UNDERGROUND PIPING OF THE FIRE DESIGNLL�/APPROVED BY THE ENGINEER, AND BE APF"OVED BY THE APPLICABLE SANITARY SEWER LINES. MAINTAIN MINIMUM 12 INCHES HORIZONTAL !''_CAR ____ AGENCY REPRESENTATIVE, DISTANCE BETWEEN PRIVATE WATER AND SEWER LINES. THE BOTTOM Or THE SPRINKLER PROTECTION SYSTEMS. SAMPLES OF THE FORMS MAY BE OBTAINED I NED I N NOT TO SCALE PRIVATE WATER PIPE SHALL BE AT LEAST 12 INCHES ABOVE THE TOP %F THE F 1 GURE 8- 1 (o) AND (b), 1997 UBC STANDARDS 9- 1, VOLUME 3, PAGES 181 AND 183. 10.ANY CONST RUCT I ON OBSERVAT I ON BY THE C I TY, OR T4E ENG I NEER, SHALL NOT, I N SEWER. ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK 17. CHLORINATED WATER S ALL BE DE-CHLORINATED PRIOR TO DISPOSAL INTO STORM IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. 3. MINIMUM COVER ON PLIBLIC SANITARY SEWER LINES IS 36' FROM THE TOP CF THE OR SANITARY SEWER S,jTLA. PIPE TO FINISHED GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS 1 1.DEMOL I T I ON WORK SHALL. I NCLUDE REMOVAL OF ALL STUMPS AND VEGETAT I ON THAN 95% STANDARD PROCTOR DENS I TY I N PAVED OR STRUCTURAL F I LL AREAS. GRAD I NG AND PAV I NG NOTES - L)EBR15 ENCOUNTERED. CONrORMANCE WITH ALL REGULATIONS AND PERMITTING MINIMUM COMPACTION IN UNPAVED, NON STRUCTURAL FILL AREAS IS 909E STANDARD GENERALREQUIREMENTS FOR SUCH N:ORK SHALL BE THE RESPONSIBILITY OF THE PROCTOR DENSITY. COMPACTION IS TO BE PER AASHTO T- 180 STANDARD. MAXIMUM 1, PRO,TCT GRAD I Nr LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY'. NOTES CONTRACTOR. COMPACTION TEST SPACING OVER PUBLIC SANITARY LINES IS 150'. JNL'I:SS OTHER".ISE SHOWN ON THE GRADING PLAN. THE BOUNDARIES OF CLEARING LIMITS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE 1. CONTRACTOR 70 BECOME VISUALLY AAARE OF ALL EXISTING CONDITIONS PRIOR 70 BID. 12.ALI. TRAFF I C CONTROL_ SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST 4. ALL SEWER SERVICE LATERALS SHALL EXTEND A MINIMUM OF 5 FEET INTO THE BEYO�,O THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. FLAGGING SHALL BE EDITION OF' THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS PROPERTY OR TO THE EDGE OF THE PUBLIC UTILITY EASEMENT. UNLESS OTHERWISE MA I N':A I NED B'r' THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 2. CONDITIONS NOT INDICATED ON DRAWINGS OR IN SPECIFICATIONS SHALL MODIFIED BY THE OREGON SUPPLEMENTS. NOTED ON THE PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM GRADE 2. A SOILS ENG I NEER• SHALL BE BETA I NED BY THE DEVELOPER AT THE BEG I NN I NC OF THE PROJECT TO PROCEEDING WITH WORK. 8E BROUGHT TO ATTENTION OF ENGINEER PRIOR 13.A PRFCCirSTRUCTION MEETING SHALL BE HELD WITH ALL INSPECTORS PRIOR TO OF 2.0%. TO MONITOR ALL GRADING AND PAVING ACTIVITIES AND FOR ALL COMPACTION TESTING IN THE STARTING ANY WORK. RIGHT-OF-WAY, 3. FAILURE OF CONTR,.CTOR TO NOTE CONDITIONS DOES NOT RELIEVE CONTRACTOR OF OBLIGATIONS AND RESPONSIBILIT'ES TO 5. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH PERFORM WORK. A ONE PIECE 2"X4" MARKER. 3. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVAT I Oh S AND/OR FINISH 1 4.CONTRACTOR TO LOCATE AND BE FAMILIAR WITH ALL EXISTING PROPERTY CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. 4. CONTRACTOR TO VERIFY LOCATIONS OF UTILITIES, PROPERTY LINES, AND EASEMENTS PRIOR TO COMMENCEMENT OF 'PORK. MONUMENTS PRIOR TO CONSTRUCTION, ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND 5. THE LOCATION AND/OR STATIONING AND THE VERTICAL DISTANCE FROM THE 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE 5. CONTRACTOR TO BECOME THOROUGHLY FAMILIAR WITH DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH WORK. SURVEYOR AT THE CONTRACTOR'S EXPENSE. A SURVEY SHALL BE RECORDED WITH ROUND TO THE INVERT ELEVATION OF THE ENDS OFF ALL SEWER SERVICE LATERALS ELEVATIONS, INCLUDING REPLACEMENT OF STRIPPINGS, UNLESS OTHERWISE NOTED. WASHINGTON COUNTY FOR ANY RESET PINS. SHALL BE RECORDED BY ThIE CONTRACTOR AND PROVIDED TO THE ENGINEEK. 5. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE S'TE. i5. THE CITY MUST BE PRESENT FOR ALL TESTING AND SHALL RECEIVE A COPY OF ALL 7 BOTH SANITARY SEWER AND WATER LINES SHALL BE TESTED TO ENSURE SYSTEM TESTING RESULTS. INTEGRITY. BOTH SHALL BE TESTED AFTER CONSTRUCTION IS COMPLETED INCLUDING 6. ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC SERVICE LATERAL, BACKFILLING, AND COMPACTION OF BASE ROCK, TESTING SHALL MATERIALS, AND REPLACED AFTER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. 16. THE CONTRACTOR SHALL KEEP THC- LNG!NEER AND JURISDICTION INFORMED OF BE IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. 7. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, ANL; ORGANIC MATERIALS CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED 8ALL SANITARY SEWER LINES WILL BE THOROUGHLY CLEANED PRICK TO MANDRELL WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. BENCH NEW FILL MATERIAL . - -- -- -- -- - INTERVALS. 24 HOUR NOTICE IS REQUIRED. INTO EXISTING GROUND AS DIRECTED BY THE ENGINEER. BREVIATIONS TESTING, A!R TESTING, VIDEO TAPING, AND MANHOLE TESTING. VACUUM TEST iS UT I L I TY L©CATES: REQUIRED FOR ALL PUBLIC MANHOLES. T.V. REPORTS PROVIDED BY PRIVATE B. THE REMOVAL AND DISPOSAL OF UNSU I TA9LE MATERIAL SHALL BE DONE IN CONSULTATION CONTRACTOR'S MUST CONTAIN INDIVIDUAL LATERAL REPCRTS WHICH REQUIRES A WITH THE SOILS ENGINEER. - - - I. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO CAMERA WITH "PAN AND TILT" CAPABILITIES. 9, THE CONTRAC70R SHALL UT t L 1 ZE SUITABLE SUBG�tADE MATERIAL FOR ALL FILLS. ALL FILLS I N AC ASPHALT,,' CONCRETE NTS NOT TO SCALE STARTING ANY WORK. - FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS. THE CONTRACTOR SHALL COMPACT BVCE BEGINNING OF VERTICAL CURVE ELEVATION PC POINT OF CURVATURE 9. NOTIFY YOUR CITY INSPECTOR 48-HRS. PRIOR TO STARTING WORK, OR ANY TESTINGEACH LIFT TO A DENSITY OF 91% OF AASHTO T209 OR AS DIRECTED I N THE GEOTECHNICAL BVCS BEGINNING OF VERTICAL CURVE STATION PERF. PERFORATED 2. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON . REPORT. COMPACT SUBGRADE TO A LINE ONE FOOT BEYOND EDGE OF PAVING, CURHS, CB CATCH BASIN PI POINT OF INTERSECTION UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR SIDEWALKS, AND SIDEWALK EXTENSIONS. SUITABLE MATERIAL SHALL BE AS DEFINED BY THE PSI POUNDS PER SQUARE INCH IO.CLEANOUTS SHALL BE INSTALLED EVERY 100 FEET IN STRAIGHT RUNS AND ANY DI DUCTILE IRON 952-001-0010 THROUGH OAR 952-04 I-0090. YOU MAY OBTAIN COPIES OF THESE SOILS L5 ENG 1 NEER. FILL TO BE "PROOFED ROLLED" AS DIRECTED BY THE CITY 1 N THE PUBLIC RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON CHANGE IN DIRECTION EXCEEDING 1350 RIGHT OF WAY, ELFV. ELEVATION PT POINT OF TANGENCYEQ. EQUAL PVC POLYVINYL CHLORIDE UTILITY NOTIFICATION CENTER IS (503) 232-1987). I I.CLEANOUTS SHALL HAVE BOLTED COVERS PER CLEAN WATER SERVICES STANDARD 10. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE EVCE END OF VERTICAL CURVE ELEVATION PVI POINT OF VERTICAL INTERSECTION 3. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND JTILITIES DRAWING NO. 160. CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE, EVCS END OF VERTICAL CURVE STA T iON RP RADIUS POINT OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF COMPACTION STANDARDS SHALL BE AS 'ND I CATFD FOR FILL WITHIN FINISH PAVED AREAS GV GATE VALVE RT RIGHT : AVAILABLE PUBLIC RECORDS. THE LOCATIONS AND DEPTHS OF THESE UT 11.I T I E5 ARE WATER L I NESABOVE. IE INVERT ELEVATION S= SLOPE= FROM THESE REI,ORDS AND ARE SHOWN FOR TH . CONVFI i i ENCE OF THE CONTRACTOR. SD STORM DRAIN NO RESPONSIBILITY IS ASSUMED BY EITHER THS O''."vER OR THE ENGINEER FOR 1. ALL PUBLIC WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LINED DUCTILE ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT I L STEEPER THAN Tv10 (2) HORIZONTAL L= LENGTH EQUALS SS SANITARY SEWER ACCURACY OP, COMPLETENESS. IRON PIPE CONFORMING TO ASTM 536, ANSI A 21-51 (AWWA C 151), AND ANSI A TO ONE (I) VERTICAL UNLESS AUTHORIZED BY THE SOILS ENGINEER. LB POUND TC TOP OF CURB 21- 11 (AWWA CI11) WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 LBF POUNDS PER FOOT 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, LT LEFT TYP, TYPICAL 4. CONTRACTOR SHALL NOTIFY CITY, COUNTY, ODOT AND ALL UT I L I Y COMPANIES A CONFORM i NG TO ANS I A 21 -4 (AWWA C-104) AND ANS I A 21-10 (AWWA C-110). VAULTS, ETC., THAT A,RE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM MAX. MAXIMUM MINIMUM OF 48 HOURS (2 BUSINESS DAYS) PRIOR TO START CF CONSTRUCTION BY DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATFR FLOWS INTO THE STRUCTURE MH MANHOLE CALLING "ONE CALL" AT 503-246-6699 OR I-800-332-2344 AND ALL OTHER 2. ALL PRIVATE WATERLINE PIPE SHALL BE PVC 0900. WITHOUT PONDING WATER. MIN, MINIMUM APPLICABLE AGENCIES, AND SHALL COMELY WITH ALL. OTHER REQUIREMENTS OF OAR 952-001-0010 THROUGH OAR 952-001-0090. 3. WATERT SERVICE TUBING SHALL BE AS INDICATED IN SI ANDARD DRAW'I NGS. ALL 13. ALL ',;IRT SPOILS FROM STREET, PUBLIC UTILITY, FOUNDATION, AND DRIVEWAY CONSTRUCTION WATER LINE PIPE SHALL HAVE A MINIMUM OF 36 I i ICHES OF COVER TO FINISH SHA,-.', BE DISPOSED OF, HANDLED, OR STORED OUTSIDE THE DRIP LINES OF THE REMAINING 5. AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES, C RADE. TREES. CIVIL ICONTRACTOR SHALL POTHOLL• TO THE DEPTH OF THE PROPOSED UTILITY TO VERIFY 14. ALLWET WEATHER CONSTRUCTICN MEASURES SHALL BE IMPLEMENTED AS DIRECTED BY THE LEGEND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TC COMMENCING WITH 4. ALL TEES, BENDS AND ENDS OF WATERLINES SHALL BE BLO',KED WITH POURED IN SO,LS ENGINEER IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS. CCNSTRUCT I CN AND PROVIDE WESTLAKE CONSULTANTS INC. AND THE APPROPRIATE PLACE CQNC:RETE THRUST BLOCKS IN ACCORDANCE WITH THE CITY OF TIGARD I ---- -- --- --- - -- ---_- INSPECTOR, 72 HOURS NOTICE OF ANY POTENTIAL CONFLICTS. STANDARD THRUST BLOCKING DETAIL NO. 560 15, WET WEATHER CONSTRUCTION� -� COMPACTED CRUSHED ROCK BASE OVER A NON-WOVEN GE07EXTILE -1.61RIC UNLESS OTHERWISE PROPOSED CONDITIONS 6. THE CONTR,,CTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER RECOMMENDED BY THE SOILS ENGINEER AND .APPROVED BY THE CIT '. BURIED AND OVERHEAD UTILITIES, SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH. _ RIGHT-OF-WAY/ p , /qv �5CELLAtJEQIl,�sjTI ITIES: PROPERTY LINE EL US ESQ. CK 6. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF ■ CATCH BASIN BE TIGARD WATER DEPARTMENT. -'- - WETLAND BUFFER LINE ASSQ A7ES ELECTRICAL, TELEPHONE,THE GAS, AND T.V SERVICE SHALL Bt CI.0 COORDINATED HATED T THE ! AREA DRAIN/ LANDSCAPE DRAIN ARCHfTECTS P.C. CONTRACTOR WITH THE APPROPRIATE UTILIT'! L;GMPANY, LNCLUDING VAULT EASEMENT 2. LOCATION.. ■ DITCH INLET _ r�-== _� STORM DRAIN LINE 1230 8W Float Ave., 9300 UTILITY TRENCHES ARE TO BE DUG, UTILITY CONDUIT IS TO BE PLACED, UTILITY ____ ____ _ _ J MANHOLE Portland, Oregon 97201 TRENCHES ARF. TO BE BACKFILLED, VAULTS ARE TO BE INSTALLED AND TRANSFORMER r - - - -� SWALE FLOWLINE Ph.: ltd. O 223-et204 PADS ARE TO BE POURED BY THE STANDARD CTOR PER ELECTRICAL, TELEPHONE, GAS SHEET I N � � � �co CLEAN OUT Fax: 503) 2 3-aG8? AND T,V SERVICE PLANS AND STANDARD SPECIFICATIONS. � `-- --v SANITARY LINE `F FIRE HYDRANT 3 ALL OPEN CUTTING OF EXISTING .;T RFETS ;`!'ALL BE PATCHED WITH A.C., COLD s WATER LINE (TEMPORARY) OR HOT MIX, AT T!JL CLOSE OF CAC,,j WORK DAY TRENCHES SHALL NOT - -- - - -- - - BE LEFT OPEN OVERNIGHT, FENCE NAME, -Cr FIRE DEPARTMENT CONNECTION N N A „i 4. PROVIDE 18-GAUGE TRACER WIRE FOR ALL NON-METALLIC UNDERGF.nUND PURI_I C O. ML: N 0. 0 WATER METER STORM DRAINS, WATERLINES, AND SANITARY SEWERS. ALL LOCATOR WIRE SHALL BE -101--- - - PROPOSED CONTOUR- 1FT. INTERVAL BROUGHT UP TO THE TOP RUNG OF ALL MANHOLES. GL,gERAL NOTES ;'1 ') 810-SWALE PROFILE & DETAILS C3.1 - 0WATER VALVEtiF�O -100- PROPOSED CONTOUR-SFT INTERVAL 5 IN w BACKFLOW PREVENTOR EROSION CONTROL NOTES & DETAILS C1.2 DETAILS C4.1 504OOPE - SFDIMEN I'ATION FENCE ,+ SITE SURVEY (;1 3 DETAILS C4 2 - �ooC DOUBLE DETECTOR CHECK VALVE WITH VAULT REGV ,r GRAVEL CONSTRIJCT10N ENTRANCE v 9' SITE DEMOLITION PLAN 01 4 = oC� DOUBLE CHECK VALVE ASSEMBLY WITH VAJLT ck �o ATTENTION: OREGON LAW REQUIRES YOU TC FOLLOW RULES *NOTE: [X'i WATER METER WITH VAULT (SIZE NOTED) RENO 'T1 f„ ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES EROSION CONTROL PLAN r ' ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. C'2 0 W�c- g✓"'�` F' '^yi a (-o u9 rwr� Q.vl',,,,v E}j „�, SYMBOLS SHOWN ON PLAN VIEW ARE NOT TO SCALE. EXPIRES E-30-20Or ``5t Z HANDICAP PARKING SYMBOL (Or�� + S'+►i�-.�- {e.., t*, SEE DETAIL. SHEETS FOR ACTUAL SI7 WFIERE APPLICABLE. ^aY� YOU MAY OBTAIN COPIES OF THESE RULES BY' CALLING THE CENTER. GRADING PLAN C2 1 ""�' 1 OF TIGARD 'T SIGN STREET/STOP DATE: 05 JAN (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION IC P✓�•�y tply�`�» CITY ( ) UFFI CENTER IS (503) 232-1987). / C py � � T,..-+><I .,+ro�.- w�t f i...y. ark t�a+"h L.t�A�. �E 1.01- f,4=, SITE UTILITIES C3.0 A 5 A roved.�.i.+� 41ti.l�.tla.�. ......•. A,I .S(:..,1 1 Bc �.oca,-�s.c( �u f�:•,.� 1�s or ��v..-}c ��•v c ,w...'4T Pp JOB NO.. 13e4 UT1LI SjJ,TEMENT: THE UNDERGROUND UTILITIES SHOWN ARE r'. n Corlbilionally Approved..... ................. .I (: e R PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY 111E 63) rrL��4.. L-`-�L,��..S t I f? ,T...-�•11..1 by For only the work as&Scribed in: 1.�7 DRAWN BY: MI PERMIT NO Q...._2t_ _-�-��--- , --, � ;NECKED BY P f'Iw_�',.} +1r+�hu i, ��/ /?Pao �f - �o s�6 Seo Latter to Follow... ..... ........... . ... .( Project # 8860 '`� IEVISIONS: k ti RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR Tw UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND AP^ Attach....... ........... .......t P�.�...�+rl Puc S..-1t�L�i a a 4cii►✓ lam( Co: lrDnkaur S 4t18t. JObAddte8l,1�.$. Q .��.ZTf.L�L1ic' Quarter Sec 4516 �-- NOT GUARANTEED TO BE COMPLETE OR ACCURATE. tU 11 LI r VERIFICATION: CONTRACTOR SHALL POTHOLE TOVERIFY Ltr1.Jt L.t,.1.,i orr�•�..t Ma. •+�1, P<. Ua' PS � �.t..rl.tVa.l• Y:�.�:__�-- Downstream MH -- It , LOCA TION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING Pc. I,,A._,NFIw4o.r AREA TABLE }� I CONSTRUCTION AND SHALL PROVIDE 1fESfLM CONSULTANTS, [NC, A tc ec- l 1< i C..►,.,A ao..v Tz S fes... C�,,,t��y� �72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. J IMPERVIOUS SURFACE 140,668 SF (3.23 Ac.) j� //�� j�' GENERAL Cn PERVIOUS SURFACE 95,084 SF (2.12 Ac.) �ESTLt�KE I NOTES rJ��`I�1t>r'x ;L a CONSULTANTS ac. "I'll ,w�,�- TOTAL: 237,752 SF (5.41 4c.) x. 11 H; rlp T , ENGINEERING ♦ SURVEYING ♦ PLANNING "'1j t PACIFIC CORPORATE CENTER ( ) P? TIGAR49 RFCONLI�O 224ARK1►AY, SUITE 160 FAX (503) A?4-01857 I 1 ,,"� LEGI©ILfTY STRIP Cm 1 2 3 d g i • ,i Ipnw.l47rn 9 10 11 12 13 14 16 7Ig 19 20 21 22 2.3 24 25 28 2-7 28 29 30 E I I I OI MONI t i ..IJ,IJ J.ltlllllllllt' �J.4! I1 1,�t� I I' � I Jl��llJ,la1J1�11 11lJaJ1J��l.: 1.. 1 1, 7nAk 7- -- r. . .: 1011100 vim.-.....-:...-__----• _ -. .-..�- -� 1 nV ��Y' �I L' Imo. cc �p lam' WATER LINES: GRADING AND FAV I NG NOTES CONT: I. ALL PUBLIC WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LINED DUCTILE 16. GRADES SHOWN ARE FINISH GRADES INCLUDING PLACEMENT OF TOPSOIL, SOIL AMENDMENT & IRON PIPE CONFORMING TO ASTM 536, ANSI A 21.51 (AWWA C151), AND ANSI A LANDSCAPING. SITE GRADING CONTRACTOR TO COORDINATE WITH LANDSCAPE CONTRACTOR 21-II (AWWA C I I I) WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 250 17. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE, WHICH CONFORM I NG TO ANS I A 21-4 (AWWA C-104) AND ANS I A 21-10 (AWWA C-110). INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION, CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAP;" 2, ALL PRIVATE WATERLINE PIPE SHALL BE PVC C900. CONTRACTOR. 3. WATER SERVICE TUBING SHALL BE AS INDICATED IN STANDARD DRAWINGS. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36 INCHES OF COVER TO FINISH GRADE. 4. ALL TEES, BENDS AND ENDS OF WATERLINES SHALL BE BLOCKED WITH POURED IN EROSION COII`JTROL.. NOTES: SED I MENT FENCES• PLACE CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE CITY OF TIGARD I. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH 0= THE STANDARD THRUST BLOCKING DETAIL N0. 560 I. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE \< BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE J 5. THE CONTRACTOR SHALT_ BE RESPONSIBLE FOR MAINTAINING THE PROPER OFF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES AS REQUIRED BY REGULATIONS. ENDS SECURELY FASTENED TO THE POST. THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. O 6. NO VALVES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF UPGRADING OF ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION TIGARD WATER DEPARTMENT. IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE BY 12" DEEP, ADJACENT TO THE WOOD POST 'P�FF� 7. ALL PUBLIC WATERLINES SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED TO ALLOW THE FILTER FABRIC TO BE BURIED. TIGARD STANDARDS AND BE THOROUGHLY FLUSHED IND CHLORINATED AND UNTIL THE LOTS ARE SOLD. �O 1 POTABLE WATER TESTS SHALL BE APPROVED BY THF CITY OF TIGARD PRIOR TO 4. SEDIMENT FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS -OR 2"X2" POST INSTALLATION. Oji 14d�� 3, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY MARKED STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. ANY METERED SERVICE HOOKUP. ALL TESTING SHAL_ BE IN ACCORDANCE WITH THE IN THE FIELD PRIOR TO CONSTRUCTION. THE MARKINGS SHALL BE MAINTAINED BY THE 7 A�� JURISDICTIONAL REGULATION. APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT p� Q sA� 8. PUBLIC WATERLINES SHALL BE PRESSURE TESTED AT 150 PSI FOR I/2 HOUR. TO 4• THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. METER HOOKUP. CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THE SEDIMENT LADEN 6. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND U+ 9. FIRE HYDRANT ASSEMBLIES ARE TO BE MUELLER SUPER CENTURION 25CWATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE ' . `) 5. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED IMMEDIATELY. IC. GATE VALVE SHALL BE DOUBLE DISK OR RESILIENT WEDGE TYPE AWWA -500, WITH SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED 7. FILTER FABRIC SHALL BE WOVEN GEOTEXTILE MATERIAL WITH THE FOLLOWING PROPERTIES: RESILIENT SEATS PER AWWA C- 509-80 AND EPDXY COATINC PER AWWA C-550-90. AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT GRAB TENSILE STRENGTH: 20 Ibf BUTTERFLY VALVES SHALL CCNFORM TO AWWA C-504. VALVE BOXES SHALL BE PER LEAVE THE SITE. TEAR STRENGTH: 75 Ibf ' CITY OF TIGARD DETAIL 503. PUNCTURE RESISTANCE: 90 Ibf 6. THE ES(' FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS WATER FLOW RATE: 4 gpm per sf ! '. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS THAT FOR NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. APPARENT SIZE OPENING: No. 30 SANITARY SEWER. 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. ALL 12, INSTALLATION OF THE UNDERGROUND FIRE LINE TO BE INSTALLED AS PER CURRENT CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION PLAN ED!TI -;N OF NFPA 24 - STANDARD FOR PRIVATE FIRE MAINS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. PLAN VIE W 13. ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET 'THE 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION NIS PIPING MANUFACTURER'S SPECIFICATION REQUIREMENTS, ALONG WITH A MINIMUM AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO DEP'H OF BURIAL. INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 14. WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER 9• STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES \ SUPPLIES FOR FIRE PROTECTION. IS REQUIRED TO BE INSTALLED, SUCH ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND OVERLAP MAINTAINED THROUGHOUT THE TIME OF CONSTRUCT' JN. THIS INCLUDES FIELD 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. e"TYPICAL INSPECTIONS, FLUSHING AND TESTING, AND FUI_I APPROVAL OF ALL FIRE LINES AND FIRE HYDRANTS. UFC 901.3 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER I FOR EACH PHASE OF CONSTRUCTION. - 15. 4 FIRE FLOW TEST SHALL BE MADE AT NEW F,RE HYDRANT "B" TO VERIFY WATER 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER I THROUGH APRIL 30, ' SUPPLY OF MINIMUM DEMAND PER FLOW WORK SHEET ISOU GPM AT 20 PSI AS A SHOULD MINIMUM. THE TEST SHOULTHE WET WEATHER EROSiON PREVENTION MEASURES WILL BE IN EFFECT. SEE THE EROSION PREVENTION D BE DONE IN THE LATE SUMMER AT THE PEAK DAILY AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 FOR REQUIREMENTS. DEMAND PERIOD. ( ) NOTES: 16. A "CONTRACTOR'S MATERIALS AND TESTING" - "CERTIFICATE OF COMPLIANCE" 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. 1. STAKING OF BAGS REQUIRED USING WILL BE REQUIRED FOR BOTH THE ABOVE GROUND AND.UNDERGROUND PIPING OF PRO' LE (2) 1X2' WOOD STAKES OR APPROVED THE FIRE SPRINKLER PROTECTION SYSTEMS. SAMPLES OF THE FORMS MAY BE 14. ALL EROSION be SEDIMENTATION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH CLEAN WATER EQUAL PER BAG. OBTAINED IN FIGURE 8-1 (a) AND (b), 1997 UBC STANDARDS 9- 1, VOLUME 3, SERVICES RESOLUTION & ORDER NO. 04-9 (R&O 04-9) NTS PAGES 181 AND 183. 2. SURFACE MUST BE SMOOTH • CONTRACTOR TO NOTIFY CLEAN WATER SERVICES INSPECTOR A MINIMUM OF 48 HOURS BEFORE APPLICATION. PRIOR TO STARTING WORK OR ANY TESTING. CONTACT NUMBER (503) 68i -4444 GRADING AND PAVING NOTES: CHECK DAM 1. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET R I GH f-OF-WAY, BIO FILTER BAG Detail Drawing 4-14 UNLESS OTHERWISE SHOWN ON THE GRADING PLAN. THE BOUNDARIES OF CLEARING LIMITS SHALL BE CLEARLi FLAGGED IN ''HE FIELD PRIOR TC CONSTRUCTION. NO DISTURBANCE - - BEYOND THE FLAGCFO CLEARING LIMITS SHALL BE PERMITTED. FLAGGING SHALL BE .k MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. SOILS 2. A ENGINEER SHALL BE RETAINED BY THE DEVELOPER AT THE BEI,I NN I NG OF THE (L o o_ �' a - PROJECT TO MONITOR ALL GRADING AND PAVING ACTIVITIES AND FOR ALL COMPACTION CATCH BASIN GRATE W iv � � � ID TESTING IN THE RIGHT-OF-WAY. � 1" REBAR FOR BAG REMOVAL � x .. - �w w o 3. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR a N cz iv - w i �+ a o w FINISH CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED. CATCH BASItF-� EXPANSION RESTRAINT Q �� ; �n Ln _ 4. ALL PROPOSED ELEVAT I ONS SHOWN SHALL BE CONSIDERED TU BE FINISH SURFACE \ �� ' 2"X2"X3'4" RUBBER BLOCKS �M6��cS 0 SO M� ? j =) n' 0 ti o Li o m ELEVA?IONS, INCLUDING REPLACEMENT OF STRIPPINGS, UNLESS OTHERWISE NOTED. !•;•,�; G?r P� ��• h. , Z r• t J e1 a ..a. ..' wm O �O ' 5 DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. •''` ' �y�S'rPP G : e b. o 8 _ .y,. 8 r,.� a a STORM PIPE ;i,;',l v .' ' i• z 2x W 6. ALL AREAS OF CONSTRUCTION ARE TO 3E STRIPPED OF ALL TOPSOIL AND ORGANIC e a z (/) r'y. P , I R • •• ... N W rn d V cd u MATERIALS, AND REPLACED AFER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. i=Q. .Q•. o , ..e, a W 9 �1 o 8 U " "• 1 �' a b.O: /^ � � N POLYPROPLENE p• p'': c' a.. 7. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL, DEBRIS. AND ORGANIC ;� i'` FILTER SACK (WOVEN) Z 0 ;• f � . �. , . �. . Ev) MATERIALS WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT, BENCH ''' ^ �' '� � RADIUS � 25' MIN �• �. NEW FILL MATERIAL INTO EXISTING GROUND AS DIRECTED BY THE ENGINEER. 0• ,.� 0Jv\- 8 THE REMOVAL CONSULTATIONAWDITHI THESAL OF SOILLS ENGLINEE�RLE MATERIAL SHALL 9E DONE IN WOVEN POLYPROPLENE SACK CLEAN PIT RUN OR 2"-MINUS GRAVEL Q�O0�SSI�GKF E E SUBGRADE REINFORCEMENT �l1G� . 9. THE CONTRACTOR SHALL UT I L I ZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL GEOTEXTILE, AS REQUIRED p5t� A � ��I✓ � w FILLS i N FINISH PAVED AREAS ARE TO BE PLACED IN 6" LIFTS. THE CONTRACTOR CATCH BASIN GRATE L S`1ALL COMPACT EACH LIFT T'0 A DENSITY OF 91% OF AASHTO T209 OR AS DIRECTED 8` MIN. ��DEPTH A �®�`D��' IN THE GEOTECHNICAL REPORT. COMPACT SUBGRADE TO A LINE ONE FOOT BEYOND ,r EDGE OF PAVING, CURBS, SIDEWALKS, AND SIDEWALK EXTENSIONS. SUITABLE �. •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL / MATERIAL SHALL BE AS DEFINED BY THE SOILS ENGINEER. FILL TO BE "PROOFED CATCH BAST POLYPROPI'_ENE / ARCHITECTS P.C. ROLLED" AS DIRECTED BY THE CITY IN THE PUBLIC RIGHT OF WAY. BOOT I ' . w 1290 5.. Riret Avg., 1300 10 ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE •' "• OVERFLOW Z Portland, ret Av 97200 CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING Fah.: (6113) 223-®683 COOS COMPACTION STANDARDS SHALL BE AS INDICATED FOR FILL WITHIN FINISH LJ Pax: 15 03) 2 3-CS 2T PAVED AREAS ABOVE. STORM PIPE �'' N N W .� II. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL UNLESS AUTHORIZED BY THE SOILS ENGINEER. ` POLYPROPLENE J �,.��. '• r'�i.�''•.+y ,,,..• :r.•, ,y FILTER FILTER SACK (NON-WOVEN) J Lu 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, � CLEANOUTS, VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION ANO/OR FILL TO FINISH GRADE. STORM DRAIN INLET STRUCTURES SHALT_ BE ADJUSTED S3 WATER NON-WOVEN POLYPROPLENE SACK FLOWS INTO THE STRJCTURE WITHOUT PONDING PATER. u LZ tJ C1 13. ALL DIRT SPOILS FROM STREET, PIJBL 1 C UTILITY, FOUNDATION, AND DRIVEWAY J V °0400PE CONSTRUCTION SHALL BE DISPOSED OF, HANDLED, OR STORED OUTSIDE THE DRIB W Z O/ LINES OF THE REMAINING TREES. NOTES: 3 � REGON , Lu DIMENSIONS J ip y p v 14. ALL WET WEATHER CONSTRUCTION MEASURES SHALL BE IMPLEMENTED AS DIRECTED BY BINDLE F�I� THE 301 LS ENG I NEER I N ACCORDANCE VI I TH THE C I TY OF T I GARD STANDARDS. 20' LONG BY 20' WIDE M w y 1ST WEATHER 8" DEEP OF 34" MINUS CLEAN ROCK. -i� �-- f 1 _j•] Y R C Ch SO ?: TRUCTION: COMPACTED CP.USHED ROCK BASE OVER ANON-WOVEN NOTE: Cis- "4ENO 1. RECESSED CURB INLET CATCH BASINS MUST BE GEOTEXTILE FABRIC UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER AND COMMERCI APPROVED BY THE CITY. 50' LONG BY 20' WIDE -♦'I� � N a EXPIRES 6-30-2006 BLOCKED WHEN USING FILTER FABRIC INLET SACKS, 3-8" CLEAN ROCK, x 0 SIZE OF FILTER FABRIC INLET SACKS TO BE GOVERNING AUTHORITY MAY REQUIRE z N DETERMINED BY MANUFACTURER. Q -� GEOTEXTILE FABRIC TO PREVENT SUB-SOIL PUMPING. i DATE: 06 JAN 05 JOB NO.: 139408 INLET PROTECTION _ TYPE 5 Detail Drowinq 4-25 CONSTRUCTION ENTRANCE Detail Drawing 4-5 SEDIMENT FENCE Detail Drawing 4-16 DRAWN BY: MPC -- -----.-__-_-- �.� CHECKED BY: PR r- Tom' - WESTLAKE CONSULTANTS n+c. EROSION CONTROL ENGINEERING • SURVEYING • PLANNING wry NOTES d DETAILS PACIFIC CORP:RATE CENTER �J 15115 S,W. SEQUOIA PARKWAY, SUITE 150 (503) 684-0"2 TIGARR OREGON 97E24 FAX (503) 824-0!::7 Q LLj C1 . 2 LEGIBILITY STRIP cm �� •' 10 m6.., I 2 3 4 5 6 7 6 9 10 11 12 13 14 16 17 18 19 z'o 21 22 23 24 25 26 11 2a ^'�'�+"� II�la .I �1J�;�L i,I.��,I r�1�,I,Ia,U✓sAA.�l.l�b++'��1M.6111��14�.,��. _ I .1 �M�M�:MMFFM�WM41�Ad�l�M�.I+MM'.YFki•I�.W,Iw�4�LIJw41.,: A6jA, J� 4 , F' •jl. i., !�N ww[fur Frmer I v ANCHav �l y I I I OI d!•�`��L✓ \ `�� 1C10M4'JIrrM' I I �I ►� ��'� \ � �� racr or �` I ISPNAII D,N✓f �� "~ . AlI NOTES= I -z' C-04 cup h. `� ►4 010* awvr I. BENCH MARK,' PRE 14WS &),--06RAPH/ SURPf'XS FOR TIGARD SCHOOL D/STR/CT, WASH/NGTON COUNTY 754 C I WI I /I ► � a 1 roNOP �rs� P ? CANTOURS ARE AT ON—FUO' ;N.rE4;�ALS ANO ARE COMPUTER GENERA7ED. " ZZ, ?� { }I !`,K 1r s•CAVC, 3 UNDERGROUND UAL/AES ARE SU6+.l1`CT TO ACTUAL F/.�L D L OCA T'ON 1 ►y � rOcr of '. t\ 4 \,� / f�oNf 4. ALL UAL/AES MAY NOT BE SHO*V. • ` 5. MfE SPREADS ARE NOT TO SCALE. Q + ASPvu[r GRAPmC SCALE I f N/r/ {T{ >> 40 s CNA .SVM MVCC �NZ w1jV. ;. � ��. f P.P. O - A 40 00 LEGEND: IN FEET ) � `�:•{':' I •� I i c.Ew '"'' t IN 40 FT t= A. = APPLE MH. = MANHOLE 0 err B. = B/RCH CATCH 8A SIN C.B. = ASPru[r w J 1' CE. CEOAR /NV£RT ELEVAAON coyc w41. �a� wr CH. :-= CHERRY I{1V = WATER VAL PF �f1 w F. = FIR .P w,Us I I J G'� M1�' / _ \ � GV - GAS VALW J Xv, �~ 2 H. HOLLY Pis = PONER PALE a W P = PINE'a'rvtir�, I ,° rev T. = TREE W/LG = W1 A•/ UNDERGROUND I -w� V W. = WALNUT FH., F/RE HYDRANT P P CIA, A1 ""' I a,N/GM \ au[[ AeovwwN P/GNr ar wAr O.L O►�RHEAD L/NES LI*Vf vA t TAX LOT CL'C I I I CNA/M[!NA FlNCf 2000 I / 'J(i. 'w. PP � q � iPCAF(!/al-ollrar � w 0 0 0 f 0 A D fsrArrs AIIP S,S. = SIGNPOST I,� nfc W,.N.Box WATR METER ��►►��y1{ I ° — — _,� — — ___ — — ^. \ `�_� ? '1° t9 �� D!•a ••. :i''I.; CORIaiNAr/ON CONCRfrr M" = AS PA/NTF'D o0 M"CL `. � �-`,*, � !•».� (APf,J.�= -_------j,� / CUNB ANO GUr1CN ('A.P. !'N/cN AMP Frscf- "—coNCRfrf $rclwu" coNCPfrf tyR / rcN,r y C—L ,C = CNA/h'—L/NK FENCE • ErA/[ or M J9 �� + `-� +i '� Av_Nca' b JwN A _— .— T.W, = TOP OF WALL JAP I I \ ti L �. - f to• a�c" = -_ o[ Pr✓. �0 / o lo'nt n'r•" 7 �' \\ \ max••- _•°a�_ —__ r ..►'--C-_ _ yrs /ivy 9 Gis(AR) TeLf 1A.01" 'C� — — — — --— — — — —rrNcrs �',\ \ —— — — —— — — —— ca N� C,0. = CLEAN OUT a'1L. I ` aIY. �� VB PA MN C e•- 117. ,_ _ WA rff _ 'wF-Y4•w`r,--- O! 1 ^ rflf(A PNA JAP APLE1 / Io1K I Jar !� P � _, — - A r'T _ (c • y -- PP - -.— ^� rC JAI JO'Mt JVT. '�' - �"1 _a — -__-._- _ ,JP Jr S•^Pr _—��- _ - �. —� IAS rr c�ulr a� �'i' ..> / _ - , __ _ _ — _—--_— _� :., �---•� r TAX LOT J 1 Aq raw ; 1800 • , rp�; •, -. .•I. - _ ,,, w S .17 :..�, ,r� R,r'I"f' rr.. ��!rh, ar mry �• - - _.. - —_—___- — — _ k w ;'I I I I { si f —R,� _ l" n°tes y ' . -; �'.7. N}I9!, Jur Y?"r rT//. '• S!R VIA wAus—til_4' ; N 1l7. a'> 7Y -•! (�I�t Ir / WEST ACCESQROAD • I � I I 111 U a' - '",kms' !x Jfz 4 I 1 II 1 I I j ✓, — --_. —�_ --__ -- . 1 _- .._. -_ _ __ _ 1/tl0 f'C � �y t/•�/. O n,{F'"- 4,�. -t �.A V.:r ��.T, //% ( 1 � F YEW low , F /: Y 11 w/kSfrr .4 If. J09 }f 7. OR/fW.r �, M. RIDER TRACT J47J-r�,•1RCN wn0o rCNtf roc.n.r • . TAXALSTarrS ' ,s7r bf ,ls9, 11 I �: bur. ( 1JT cOv .a. fusrorokc#L sr- •1�J I rT ,Jr. r, A., /n7 I ft I°•' I / ,..a. 1f`r, 119, I w I d o rf r 1. �. V ,RIF!C[(AW JnY. ,a9! raj ,Ar � 711 J A" (J'-1 J w7. ,�! (�y I per ,( a-rsf'► 14'Jtlfr7 �'r/�'JPIRJ juil mr Hour IM X TAX LOT J'r InT ate"' 014mff (�•-J) EXISTING C FOUNDATION &ONCRET I I t0Y 1600 X 1 rnr!aur c[D scut. — — — — ----- — — — — — -- — — — — —_-- — — s•r awmu ow uY. s'tnc sx !"cakciffrr JI YY, %r, I rwr acwr Jt77 , I I .S y. (DCA I (I X17 JIO•r J7. M"aur 14Is}, .. rRIIY'aur ,07.E (IA S7 /RrC C4(4Ar J!'7. 1!9 rrtr!aur wor I a -i DNC. I f aAs CLUMP (/•�) ads", ,t7 TrRrr ate. AX LOT (I•-1� 1500 EXISTING C�NCREk I — _ �._.� - - - - - -- - - - - - - I rJamp s7 WAL rlLS I I I 0 A-17 4 (JJl07. I rl IJ7. !0 A. I a !CL P ,or. MSE A. FM UUP )-d W ` — — — E:LLIS E:SLICK 9, •W/ CL BASIN I tI Z ilkW I . " ASSOCIATES •"� Aw aur" r�ln /07 ARCHITECTS Ra o 107. IJ7. I I I " 10'L I I I 1230 8W First Ave., #300 (7)•;•r ,s•r JJ'r u7 rnrraur ,S> ( Phrtla803)r 223 ®Qes TAX LOT I w •_ � (I-S7 ,J7. rnlrr aur />trr aur Fax: (803) 204-082Y rs'c 0t47 ' I I » I 0 S 5040OPE — — TAX LOTI /f r!/ lr J (RE0 w 14-r. RENO ZC IcoN RFrF /✓ a/ ,/ } �/ / /I j I I j� ll' j I i EXPIRES 2006 , r / / ! �•,,7 �� / // �I / i J' / ' rl i d w DATE: 05 JAN ` I � JOB NO.: 13e4 / .' i r r / r /T00e O]( DRAWN BY:BY: P j jj j ! I nlrr c.uw CHECKED a ' I I i /r + 1 J J l J (JIJa'/rus' 1 REVISIONS: 0R&1SM T' t I ►s11'1. AVIt r" ktxlr77R ,-� Mir a. E 13 6 4 0 8 C I �°oj -- TAX LOT 81TF SURVEY 1 1100 ► I I I w� I I I I I I .I_ I I � x r� 9VILu vs I 1.- �,y r.• f I � !: •.9r...:.. ,. ,.�w,!gin_ _•.�',.r"'r"r..k' .',X't!.ifMi.'.'utly;i:',r�,alx"U; un i.:�:;nx iw;r•'+P::'J 7:,- n"<nPu-r�;*rt.,;q..y1,,F w y. 4 ... r� !'k.l:w .'«� ...' � � � "q b .,.d "':' �t.N.,.. : .3,F.]k.;, 'k .:... '�r.N'�tM ,., .i:,IF: ,a. -tn -tyxrx..rvrn:gn ,Nw•rmu.n, .. ...- I it '.I i ,IIS ....; I ., °'* � .. ,. ..:: .;.:::- e:. r . y •., ..,. r. rw..r.:k. ��y�� ? LlOI� ffy#TRIP Cm1 7 6 9 10 I I c 3 a g 1 2 13 1 :-y' III,II.II�IIIIIIII ,111!11,1,1 I .I d 11!II!�II IIII Itli�ll l ILII 1L!I! �Illil, tltl ni �I�IIUr Ini,� t 111 r n• II I I I I I I II �.II11 III II. .IIIIIIII I II'll IOw�at+ 19 4 18 I . 18 IC 20 1 22 2!3 24 25 26 27 28 29 30 1 1 MIN /VI . �� I � �� I ' �t1rl,Il>1J.lal.l,;a.lal��,{,►�,�,11 '1J.�.1,1�,1,�, r �� / , �b .:, " e ''w��R1lIIR ~~Meows -. +RWd";I�Ni+4M +�11fw�.MM+�F4�m!k>L.cae'+m.t+r..,,,.xrit;. .::.,,. ,x.,.,,..,...x'rr,.Rrtw:uya..o-:x•ytxk.,n.'�7t. .ilYe9tl :.,.�hti0;w,a'Ae.. ,I - - ".. ,...,. 1 \ \,S >= KEY NOTES. REMOVE EXISTING CONCRETE WALL Q \v� 2. REMOVE EXISTING CONCRETE FOUNDATION AND DEBRIS 3. - NOT USED- GRAPHIC SC,',E 4. -NOT 0SF.D- 20 .o w 5 NO WORK ACCESS, TRESPASSING, STORAGE OR STAGING AI.I.OWED IN FEET ) OUTSIDE OF CONSTRUCTION FENCE UNLESS NOTED OTHERS ASE. 8 �,. y► � �► 1 IN 40 FT NOTIFY ARCHITECT ONE (1) WEEK PRIOR TO START OF ANY yTTTTTTTT►Ira�� WORK IN THIS AREA. I . '�✓ ~ 6. CONSTRUCTION FENCING. COORDINATE WITH CITY L IJ ((13, CONTRACTOR. (7) T•PICALv w cl `\ - �. 7. -NOT USED- 10 8. -NOT USED- I �- ,� �_ ti J ► 9. EXISTING STORM DRAIN UNE TO BE REMOVED. 1 J 10. EXISTING STORM DRAIN LINE TO BE ABANDONED IN PLACE. o s\ a7 a- 11 \7 \ ' \�`_ a rx "� ,. ,.. ... ....�.w..,•,,,,,,�..,, -^ �^ PLUG BOTH ENDS. 11. EXi5T1NG STORM MANHOLE TO BE REMOVED. 12. EXISTING CATCH BASIN TO BE REMOVED. nrt C[,/YP p a .e> '!? x4r. 1V> - -- - -— -- -- 13. RENI)VE BRUSH. r>`•-� i -+c -� ` (/ __ - GENERAL NO(�ES '"` ""`•. , = II rut' '�•o e�eirs ,T2 8 I CONSTRUCTION ENTRANCE/STAGING LOCATION(S) ARE AT THE -- ! -�o "► ,e1 ' µr r „� ,,,iJH. CONTRACTOR'S DISCRETION. COORDINATE WITH GENERAL CONTRACTOR. 14"r, SIX WEST ACCESS R4AfrJ �> •' � `:r (pt LEGEND: _ ,,,,e>. I T!CM. 1 I ✓.".+�� /11'1 (j/li7 I e I e XTREES TO BE REMOVED le•w ^+'c'tt rte,«• ••`• 7 � M04ANCY AREA "' I ,�•. TREES TO BE SAVED �T, 1 p ALL TREES iN THISpill rT / ARFA T�,,BE SAVED •c a,• ,!> t07. may' / I7: r.• G p Y'1 e7 I Y>. 77--x— 'IT _ - fT I / O 'ct rRt CL UYf' 110'1. 0 i ' JM. •JIgtJJ -i I ,ort_c[uuvi / e•1 rr I Z-Vrys x"i13 t.rr,rrJs r / i T.7 x+ Yl ' � X nor[ .i—x I w.lu ryr nrrr c[uwr '1 ( •n,r J/ k I O rnrr aurw. / \ x t c[ p / \ 1� I 7w c1A'w rsrt c[urw s7 I (I'-s•J 1 Jf,O / I \ � I r 177 \ / \1 10'1. V 71lICr C[(MM X TXrr CL✓IW / `� �w� x 00 -I 1 irk i ('.•Lf J lA+lr CI UN° Tf,17 07 t."7.x E IL..L IIS E S'LL.�„'1.s a� 01 X XX x .4sSOCIATES XX ti: x + ` I ` 1 I ARCHTECTS P.C. x � fHutt ctury X ` 1230 8W FIrst Ave.. #300 . I ti n•-s7 ,•-s• \ / i I �b Portland.(5 ) 223gon 97204 /�C\ I �T / - h.: (603f X23-368 1 0 r l of F.x: (803), 294-0827 13 / % ! / 1 401 P 0 01 aEpF P I ! ` j ! I J 5040OPE i -41 , .� l i/ ..-tel _.-.� '� � JI I l / f, l !� i l• I � li � , � , � / / , ,� 1 �� Q / R GOND p / RENO EXPIRES 6-30-2006 TO PROPERTY l r , i / I l ' DATE: 05 JAN 05 / -------- - - -- ..__- - �1 j')e No.. 13e40e / trftT CiAW PAWN BY:LO (3HE KED BY: IT 01 I - - _.. I �aEVISIONS: j / ! iecsN T" ti 1 I I I I I I W E S T LAKL' �. .._ �3eaoec, CONSULTANTS nuc. I - I ENGINEERING ♦ SURVEYING ♦ PLANNING 317E i DEMOLITION 4 ff I i r' I I PACIFIC CORPORATE CENTER w ; 15115 S.W. SEQUOIA PARKWAY, SUITE 150 'S03) 884-0852 TIGARIA OREGON a'�22! _- s _ FAX (6031 A24�0157 1� Lu C 1 / LEGIBILITY STRIP 1 12 17 14 I(^ I� � � a 10 I' I I I I I dd �� o � �' 22 ?_3 24 S 26 29 29 30 , l 1 1I 01 0 .;x.41 lllw' I I Ill1 ,�tua,i ►al ll 111a�J1�11!'�JI(;.1>I+T�lllllllcl> I%11..! il!�lt!�llt�il.Ili.l„11�I11�1�GJ,I�UJIIIitUJl�l�i1.>li!a�JI I i i I�i1��1I< 11�l1111 4�14I a ^f' 1 '1' .. ..�'t...`•1.j4 ', 5'S" �,.^ki.fir'. , , , '�. r' �n•'' M: �r t CONS' �TFiUCTION NOTES _ I r 1. PROVIDE INLET PROTECTION PER DETAIL ON SHEET C1.2 2 PROVIDE DITCH PROTECTION PER DETAIL CI; cHEET C1.2 \ WEST ACCESS ROAL. EAST SIDE OF 133RD. EXTEND PROTECTION (2 200 FEET SOUTH OF IMPROVEMENTS. 0 ��i �` BULL MOUNTAIN ROAD: NORTH SIDE 01 ROAD IN AREA OF IMPROVEMENTS do 200 FEET DOWNSTREAM OF END OF IMPROVEMENTS. SOUTH SIDE OF ROAD 200 FEET DOWNSTREAM OF END OF IMPROVEMENTS. CRAPHIC SCALE 3. INSTALL SEDIMENT FENCE b m w E CE PER DETAIL ON SHEET C1.7.. I � 4. PROVIDE SWALE PROTECTION PER DETAIL ON SHEET C1.2 ( IN FEET ) `\ / ` �� p 5 NO WORK ACCESS, TRESPASSING, STORAGE OR STAGING ALLOWED I (2) 1 IN 40 FT I �� ' �` _ , (""*�+ .. / OUTSIDE OF CONSTRUCTION FENCE UNLESS NOTED OTHERWISE. - I i �� •`'J �, 1*'_+'�►'� ""F' rqi -r NOTIFY ARCHITECT ONE (1) WEEK PRIOR TO START OF ANY WORK IN THIS AREA. 6. TEMPORARY GRAVEL CUK -TRUCTILiN ENTRANCE PER DETAIL ON SHEET C1.2 ' r r , - � __ _ --- - - �` 7. SEE SLOPE PROTECTION DETAIL THIS SHEET, I 00p _ 2 f - -- - ~ • `'- —--- __- _ ` .. -�, - -� LEGEND -� 1 I .e / • J--=--- SEDIMENT FENCE I �.�+WEST ACCESS ROAD o C� , -_ CONSTRUCTION FENCE "AMI (� � TENANCY AREA SEDT N / FENC TYP l I I •R" CONSTRUCTION , FENCE 6c I I I n co \� I i ft 1 I 'r c I J - ! I P-1 D 4 14 ° 1 1> I rF I 0/ 4 ! I / ELEMENTARY BUILDING 0. r A SSCC AEc ARCHITECTS P.0 ( / �„r ^' r 1280 SW First Ave, 130 \\ O \ -720 PPh.- (1503)r 223-9943 Fax. (4303) 204-GO2 141 off' 4 4 1 o q�0� E'Uor,JOO ' -SEDIMENT FENCE, TYP. 0 �k RENO EXPIRES 6-30-2 -. ._ - .. _ -_ "...r �..�. � ■ ,,.,� - 0. ^b; DATE- : 05 1 ' F JOB NO.: 1 A e / + I I � LO DRAWN 9Y! I ,. CHECKED BY 1 r p1b REVISIONS I I Id`tls'' I c�SA- I I I I I I i I .C2 - V) r I ( I t I H F%per EROSION CONTROL N J ( I Ic/� A tin t0uuh U v) W Uc ,LLC • z � J ..r.0 a ♦✓ LFGIBILITY STRIP _ A 4 0 lrO cl 22 c.3 04 2c• 9 jL of �I is ► IJ 1 1�,1 �LUJ !!. Wtll�ii� l�ltla.ltl�ltll�ll fill LuILI !�lUal�l��ti i 4 )J r �J TOP OF T TW 565.00 / SLOPE PA* lie ENI-) WALL W SG7.58 W 566 41 TW 564.29 END WALL i/ I i 568.00 TW, /BW 563.8' 18'41 562 %2 B'W 561.94 BW 561.10 TW �6 j H/5 BUT 2 FT. MINIMUM AND I y 60.50 AND 10FT. MAXIMUM W' i Q 5F7.50 BW_\ , 1 , ----- SLOPE j �` -------- -- _ � NATURAL OR - 1 562 96Ic 562.18TC 561.30TC 60.5 TCS 560 1010 °' I N I I 564' 07C �� 562 46AC 561.68AC 560.80AC 560.09AC �`9 6 -/ n I CUT OR FILL ;'INISHED GRACE 0 A � .,., OAC 563.79TC SLOPE 563.29?^ 3. �3.22TC 560.00 TC + 72AC 561.94TC �+61.671C S 5 TOP OF 4, 6T 5•', 03TC 561.44AC 561.17AC 559.50oAC 5p PA* SLOPE I 560.05 FG 559.45 FG I = GRAPHIC SCALE �'- - �' 559.24 R'M -/2 BU' 2 FT. MINIMUM 65^iLAC 563.58TC /` / 563.0 T \ \ cfi1.73 5810/` `'� I ND 20FT. MAXIMUM za 10 w w 564.44TC 563.08AC . 6 C SG2.56AC �562.�2TC ,61.2 A 561.03TC 559.94 FG 559.28 FG I - 564 td6TC i 561.72AC 560.53AC IE N / \50 .01 T ( IN FEET ) r. 5 56 62; 9TC .,0;.51 AC _ -- t IN 20 FT I I TOP 10" S �O�tTC e AC 561.05TC I I �:564.50A 11 T^ 560.95AC RIM-559.75 I S6 562.61 AL \ \ ! NATURAL OP. ' PERMIT AREA BOUNDARY 561.8(TC 'T \ FINISHED GRADE 563.48 TC: ?gr{ zg 5 5. T .T' � I FIGURE A-33- 1 U.B.C'. TC 560.12A22 C .._,\ 552 AC \ 56,.39TC 560.73TC �.. T� e I,. CB GRATE \ 5F0.89AC 5 560.00 FG I KEY NOTES: I _ 559.77 RI 60.27 AC 562.98T� 562.53TC 561.89TC - 1. AC 1. SEE SHEETS A2.0, A2.1, A2.2 FOR ARCHITECTURAL DETAILS, ^ \ 5G2 48AC %562.03ACr-- -r C \ 60.22 AC �560.82 FG 564.00 \ � 560.65TC 0 5 1.4 T 560.15AC '`560.10 AC I 560.93AC 560.95 FG NOTE: / ''7 560.77 FG MAX� ANDMUM 2% SLOPE AT ADA STRIPED ZONE BETWEEN STALLS LS\, 559.85 RIM ,.� �`�•560.25 AC! 560.90 FGA 560.35 AC 560.52 FG t� \ 560.61 TC / I I 560.11 AC RINI-559.90 11 AC , to - 60.29 AC 560.6 FG u� i �. 560.6yTC n I 550 GRADING LEGEND -� eA, i L I � 561.791C \\ 560.19AC / U' I a' 561.29A / � Q 8 RIM 560.26 AC /560.64 FG 1 FINISH GRADE I I A"(X'_ ELEVATION CONTOUR ^0 560.81 FG 564.95 560.88 ELEVATION I* INTERVAL 561.33TC g / 105--- - ELEVATION CONTOUR / I 563. 7 t 60.8 A .' / / �/ • ( ��■ 56 .04AC� I � � I XXX.XX TC FINISH GRADE 5' INTERVAL - \ i�560. C 1 ELEVATION AT 1 560.15 ACS 560.13 AC 5 .16AC /560.87 FG O / 0 TOP OF CURB 101 PROPOSEDNRVA CONTOUR X560.88 FG_ FG (� TE L XXX.XX AC FINISH GRADE '05 PROPOSED CONTOUR T6100 FG SrL,� 0.28 ACAT I f ' 561.47TC 559.84 1 56 0 �. %�' ELEVATION OF 5' INTERVAL 56Q97AC `` 547.66 FG 547.33 RIM I FLOW LINE OF CURB I T .` 561.00 FG\561.00 FG 547.88 ! X.XX7G _ GRADE (IN PERCENT) 561.00 FG 1 560.17 AC r-560.75 G 560.90 FG 547,54 FG !Ov �\` I I-- 1, 560.09AC AC \ \ \\, 560.0 / 560.72" FG �~561.00 FG 547.,11 FG 77. F 547.80 561.14 ,_--* �� .- 547 54 FG \ I STEPS ! 559.55 IM � 560.87 FG 561 A" 559.97 AC- C I ! ! I ;`SoO.dd .0 560.53 F� 560.58 FG � 561.00 FG 547.48 FG--, ( _ 560.32 AC j/ 561.00 FG 547,06 PG - r 547.66 FG� ( 547.66 FG � 560. AC 547.59 FG 560.50 FG 545.24 FG 55 0 AC » tC60 ,\� 547.66 FG 7,33 FG y 537.24 530.00 .,60.75 FG 560.82 FG "547.50 FG j I 559 9 AC �560.:'S FG UPPER LEVEL � 547.66 FG 547.58 FG 545 /( _ F.F. 561 .00 \J 547.35 FG/ C5 I 55 .65 j 561.dCt F G ' 561.00 FG 547.66 F _ a --561.00 FG 547,58 FG 559. 561.Od FG ELEMENTARY 547.60 FG560.70 FGBUILDING 547.64 �G 546.45 ox I I 547 66 FG � � I 559.6 60.35 AC 546..1 548 FG I �561.U0 FG -"� - 47.59 FG 560.10 AC 547.66 FG\ 547.51 FG IE TR=556.70 547.66 FG\ 61S3T�1a�56.23 LOWER LEVEL 547.60 `-~-560.70 FG F.F. 647.66 547.66 FG--,N 547.59 FG ( I 56'1 (,UTC (560.80 FG � 547.51 FG I 5S.10A� I f 560,75 FG 547.66 FG / +� 547.60 FG 0 547.58 FG ya. (7---561.00 FG `•' 547.56 F i" 547.66 FG 5547.6 FGG L� C67. \ 5 1 551-0 + 5 I,USAC r / � ` i I / 560.80 FG �,� �7--561.00 FG 547.58 FG socc"' FIELD 544.55 G 4F," � • 7.55 FG1 547.51 FG 560.75 FG �' \`, ✓ 547.66 FG /'( / 1 J 547.42 FG 547.35 FG + ( Ei �lL�� L'C;'K A %47.41 560.75 FG � 547.66 FG• FG i -,561.00 FG47.51 FG ASSOCIATES ! A 547.58 FG i ! ARCHITECTS P.C. 560.78 FG- i 547.66 FG / p5 I ! 1230 8W First Ave.. #300 I Portland. Oregon 67204 /� Ph.: (503) 223-506$ / COO a SS4.86 FG Pax: (503) 2G4;-O82P 560.6' FG♦--+ / ,; � � 1 / 547.66 FG 547,5V FIG / 547.66 FG �J / 547,39 FG J• I 547.SN FG r I 560.20F`G ---+ • \ j' �/ __ - ---' 1 / \547.52 FG % 54 .23 RIM x_5457432 BFGFG I / �\ 0'OOPS / > 547.:8 FG I �•. ` j1 1.07 FG 559.8 5 9.7 k X E ON 54 53 �I 5 U.91 546.60 FG � - ,, %' u ' ' rrEXPIRES 8-30-2006 k 5 0.53 FG - --546.59 FG t x I ! 55 .33 5 �__-_-546.72 _ \ �� `'' I DATE: 05 JAN \f \ JOB NO.: 1384 544.5:, F ', `� �.[� DRAWN BY M CHECKED BY: p •'�'�. r. i11�� -. w r r r .w.� r r r-r r,r-� .� r r r • �� r r �ri,r - T -+T `.!� i REVISIONS- -4r �• � , � I i � ; 1 I 1��,��R � � � e+Ilrtnrla■�16lOI � T� 1 � ) �1.+lrti r(1� rJ t I I ( / I I I FILE; 138406C2 �._ _ _ - !r> ,f, r, a , ,/ W E S`TLAKE _ r cz� CONSULTANTS rt+c. GRADING PLAN ENGINEERING ♦ SURVEYING • PLANNING SS PACIFIC CORPORATE CENTER 15115 S.W. SEp VOIA PARKWAY, SUIT? 160 503 684-0952 TIGAR OREGO 97224 PAX 509 624-0157 roc Rill - ,....." ... .... ....,,.,,,,,., -,.. "'97!""'x!""+^...,.,.,,«.n,« - .s�.«n.esw•.«w.pw•,nM,,-.rr,►.r..•.,.e.w,..r_,.....er+n....,,.�....�.,-„•-«..............-,......-..•-.�......�..,,.�....�.r-�...-,--.-•...-,...._.....,....-....-....._.,... .. .. :q+x LEGIBILITY STRIP 111�IIiIIIIiIIHli�rlill(Illill�illfllllllit(IijIIIIIIIII�Illlllfll t 1 1111111{IIIIII!l111111 it IIIIIIjIU�I'+!i Iy11111�lfllllll�lllllllllllllllll� ILII !ILII;IIIgI�IItIIl1I!�1111111111lIltHlPfllinitlj Niiliiiilil,iliiilli�tf, ,inilirij+iiiiiii r JL I C 13 14 g 17 1B 19 20 21 22 - j L1 1 1 OI F >, f d.� 1t111hJl ;lt�t1�1! J 1r�1(•! ( I q I I I � - ��lltlJ.l��J>�_t�lJ�,.�1.�1�I�JJ1„LI� I�It�lJl1�i,U:� � ' • , #y h: i :. .�. .. .. .. _ ,. � . ��Fle�•�'�uR�,.'M.A' W+,�rhgi..Wcb: .>W. M�;M,..•�Il.i«iYMN1.I.i+n Yi A. .4.; ,!.: .. _.. ., - 1 I I I j I i I I COP I --- RIM 559.24 ----------------• ----� IE 0 T-5541A 4" PERF --- I I I \ \ X I \ N I t Ya -5 .43 � 1 1 t P 10" S =559.96 \\ RIMi553.75 } IE=546.77 , IE-545.93 I 1 IM=559.75 15" IE-552' 25 15" O 6.00X I .y IE=552.74 �.MLZ, I 91'4 1 °D 14. ' i GRAPHIC SCALE 4" RISER FROM 15" PIPE ' 562.92 IE=552.50 �e cs TO TEE AT 6" PERF PIPE; 1 - c _ +0 20 so I \ CB 13 0<4 INSTALL BACKWATER i 559.77 �`'ee VALVE IN RISER i I• � �� I I RIM= O e, I ( IN FEET ) I I \\ IE OUT■•554.7�0+��'♦ee �./ 0INSTgL HYDRANT f ; I t IN 20 FT IE=552,7 / AS LY ' C 1 IE=552.91 ~ / RIM= 9; 5 p'I• e :r ' ►P I 1 i IE OUT 4.85 + /�� :,/`C� / IE=Sas.aO :4 i I KEY NOTES: u \ OO IE=553.25 ^.`�e.a // Q \ / ; I 0)001 I SEE TYPICAL WATERLINE CROSSING DETAIL SHEET C4.2. f I RIM=559.90 `? �;' j `ne �� '+�\ �- ' 2. ALL DOWN SPOUT LATERALS TO BE 6" PVC UNLESS NOTED OTHERWISE. \ IE=553.30 "+. / .�� + 'I / ee / 3. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD DETAIL 542. 15 ee / I SEE SHEET C4.2 FOR DETAIL. 15 I I �j IE-553.5 h O y , RI 9.85 /N� �„ hg 4. INSTALL DOUBLE CHECK ASSEMBLY PER CITY OF TIGARD DETAIL 530. IE 0 554.85 Of / + + �O {� » RIM=557.00 �,'�. BACKWATER SEE SHEET C4.2 FOR DETAIL. ! I O\ ' �e �� r h°� \\;' �� IE=546.66 VALVE 0�ee �? ��`� + 5. INSTALL 6" WA i�'R METER PER CITY OF TIGARD DETAIL 523. IE=553.77--��/ +� `. i 6� -IE=543.62 i SEE SHEET C4.2 FOR DETAIL. / ��t ,. 40.0' \ // 1 '�\ I 6. INSTALL CLEANOUTS PER UNIFIED PLUMBING CODE STANDARDS. IE=554.18 O / j I 5 a `�✓ ;� `� RIM-548.30 I I CB 16 RIM=5;4� 1 a, • IE=543.43 r N O O RIM=559.84 IE=5 �:/ P'' � i a�Y• SD STORM DRAIN MANHOLE PER CLEANWATER SERVICES DETAIL 014. SEE SHEET C4.t 3` IE OUT=554.84 ♦ / _ 2 li � �• � � SANITARY SEWER MANHOLE PER CLEANWATER SERVICES DETAIL 010. SEE SHEET C4.1 76j � 6" O 2.0 X IE=.,4� �6IE=554.37- � �� OG f 27. N I RIM=559. 5 p0'Ij�, % `? �� t'�% Zp \ 10\134 11 Cj C9 TRAP TYPE CATCH BASIN. SEE DETAIL SHEET C4.1 IE OUT=554.90 �/ON. /' Rt�4 U I 1 d'\ ��e+eo9' \ , GO�Q�yhOU D1 DITCH INLET PER CLEAN WATER SERVICES DETAIL N0. 250. SEE SHEET C4.1 I =5 4 7'O.• ee ,p E _5 .6 �G / WATER QUALITY MANHOLE PER CLEAN WATER SERVICES DETAIL NO. 515, SEE SHEET C3.1 \ . �►' Cfin I 1 ( �, \ • ecce^ \ I , M I OC OUTFLOW STRUCTURE. SEE DETAIL SHEET C3,1 �i I j� O '�► pq• t HYDRA INSTALL SEL -SLOPING S SEMOLY - 1 ee TREN DRAIN I ti+♦ � ®�' RIM=547.40 0 1 =555.16 4_ / -,RIM=56 35 �P\� G 6'1 ems" _ / p ° ELEMENTARY P/�� , IE=539.40 I I RIM=559,50 RIM 60 - •p . s / 6" O 1% MI (�O �� 5ha // IE=539.14 OUT=556. 0 E= 55.1/1 :,• _I-IE 56 40 7 �h0 FOO� Q�'�INSTALL HYD >� ♦ ,OrO�' j�il, i� �, 6' ip� �\ BUILDING ro,-- IE-545.16 O " 46.0' I I ASSEM9LY �j� / ♦ / .** / p`L�� p`•��' �2 \�c. �F �6�e 1�j� 1.00X _ i 9+� ®q �0'.�'p�° ?9 j•'�9 9 MAIN FINISH FLOOR=561.00' (PRIVATE) CB 19 I �! d LOWER FINISH FLOOR=547.66' 539.56 * RIM-543.85 55.5 a ♦ // % IE IN (15", W)=537.30 1 I I RIM=559,65 / p� ~,, �// �,�♦®\ IE OUT (15 S)=537.30 { I i IE OUT=5 65 ®ff� \ aeyf� // 'pSUMP=533.30 II 0 4~N� / t, rb ♦�� ee 5 '/ IE-55 I ft / -"� ��,' RIM=547.40 ' `eee / .✓ �� i • + /' IE=540.25 e _ I I RIM=559.65 0`��ee / �� / j / / ,{ IF=545.16 +�-RIM=536.25 �•,� --1 E OUT=556. 4 . • >• - - � ®♦ ,� et / � IE=533.25 ' IE=556.55 IE 12" NT 556.70 /540.40 TOP 1U" STM=556.23 / / - I A ,'r 1'♦ \ 1 IE=545.16 * �,� \ �� 0\ RIM=547.40 , fe / =540.97 IE-541.26 01 pEL,• �� IE=545.16 / 0��4,Q'� 600 �.Q4, /��eeee / SS 10 (PRIVATE) \ `� • Q yh 6' `L e \ RIM_53� ,y / STA. 1+58.56 SAN "C" \ �� U, / RIM=547.53 O ,. IE=545.16 IE+54 . 6 � e� / � IE= ?? �+ �- IE IN (6", N)=542.341 + kj \ =541.54 IE OUT 6", S 542.19 " .-- \ ( SO Ct=m Fil LD I ASSOCIATES +3`�+ Q� / DFPTH 5.34' `'' I �� \\ ,-' ,' �r�` '• �', 4\Q� PLUNGE POOL �4RCHITEC i S P.C. -- - - --.�. I %I �.��, mss\ \ �►� \ ,� �O// SEE DETAIL ON 1 y h .1 \ SHEET C3.1 I I ( • A F' /541.82 IE 5 5 Porus d.SW FIrst Ave.. #300 O Oregon 8720 BACK TER yf'��1 VALVE \ ,'� % eef / IE=541.90 Ph.: (503) 223-9988 RIM=558.90 / ,1 e / Fax: ;903) 294+ •0®$'r IE=546.66 IM= 40 ee ' \ IEi42.26 seeq,�, > w BACKWAT ♦ ' SFO 6��G ie \ +n r 41 Z. f �•� ,,' 0 \ \`� /�i CB 10 IE-545.16 // II p 6+ ♦ e I Z V) \ �u RIM-547.00 C O / / E c¢ O`, ,•'� !�� IE OUT.-543.75. ' e \�// vai �- co 1543, 6+� 542.58 y 06 a I fq 40 PE ♦O ♦ _II SEE SHEET C3114 10 .t 4EGONFOR SWALE PROFILE P� gRY �1 OUBLE CHECK DETECTOR ASSEMDLY o�+off` �� eee - IE 42.75 i do SECTION fII 1N l'TILI TY VAULT \\��0 f 0 3.48 j .t�4 / �'♦+`si► 1 C Rt NC SEE DETAIL SHEET C4.2 \\\�� ' gff°pOO ;r0• k A. `+ O;l �A�++♦ FT=0+37.94 PT=0+74,9t FEXP REi 6-30-200 o INSTALL 12"X8" MJ TEE I I I --- \� -'/ ��D� eee // ♦+ PC-0+59.33 DATE: O6 JAN 8" MJ GATE VALVE I ` i i \\�\ // e PC-0+23.55 JOB NO.. 138 i FDC \\\ // I�IM=547.50 I t(> DRAWN BY: IE-543.26 CB 9 OC t Q CHECKED BY: POST INDICATOR VALVE �� RIM-546,40 0-00 SAN C. w� `� ... _ ., oco� -8" FIRE �/ c OUT-,.b3.90 CONN_CT TO EXI5TING�Tl18 I- 0+16 REVISIONS: "� F 8' PVC SANITARY ` a a �'`~ T� I I � 4' DC / � >• rj rdi GRATE AT FLOWLINE=527.38 `-_�___- ===ccs IE-538.21 _ a --- --- IE 5", S�a524.55 - - - - - - - - - -- -- T0+13 1 6" DOUBLE CHECK DETECTOR ASSEMBLY I IN U1ILITY VAULT � I I I SEE DETAIL ON I I CONNECT TO EXISTING STUB 15' W1DE PUBLIC -SHEET C3.1 I I IE=524.03 11�SEWER EASEMENT PER 15' NIDE PUBLIC C ( �! SEE DETAIL S,�EET C4.2 I I i I I I SUMMIT RIDGE PLAT I II 'STORM EASEMENT �� A �� I I H/ I V jl -6" WATER METER I I I ! I I I PER f10C. NO .�, / ! I I CONSULTANTS irc SITE UTILITE9 W UTILITY VAULT I W SEE DETAIL SHEET C4.2 I I ENGINEERING ♦ SURVEYING ♦ PLANNING Q I EX. FIRE HYDRANT I I I PACIFIC CORPORATE CENTER 1 I 1 15115 S.W. SEQUOIA PARKWAY, SUITE 150 (503) 684-0052 TIGARR OREGON 97224 FAX (503) 624-0157 1 W cc 3 . q. LEGIBILITY STRIP Cm Omna;m d 5 d �l 8 9 10 1 1 1' 9 7 B 19 20 21 22 23 24 25 2'8 27 2E1 29 30 + OI �•6�;!� �il„111 1 .1!;II;'I'�.!�1�1�11 ��f�i 'tL� I�J,�,i�,l�, f��tld�l�l�l�J,frl.�,�.:��,{ !!.I ' '�IIIi,I� ��I.UdU�.' I 1 1 �oHl E to 4 - T-..tom•. . .1� - .^^v'C. n,1bw. .,• ..-•.fir: ..,nN..,.....y„ i-.:.. .-.-.- d 1 R �nl � 11 a x'yyr c r. V: WATER (QUALITY FACILITY Pi"ANT SCHEDULE HERBACEOUS PLANTS "'- ------ -- ----- _ - ------ 1 z 1� ° , I SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING !�U1 E5 cc A NOTEi i I, ALL MANHOLE sEcnoNs SHAL ! ' OF A$'M `0 THE REOUIREwENTS „1�' CAREX OBNUPTA SLOUGH SEDGE .. ( ] N 6" ROOTED PLUG ,,096 3 PER S.F.i PLANT AS AN EMERGENT ` LU OF AINC „ i19 ANp APPLICABLE MIXTURE, MIXING SPECIES PROVISIONS OF Sip. MANHOLE uRET A No. Oto F t j = J' 'I . CAREX STIPATA _ _ SAWBEAK SEDGE, 6" ROOTED PLUG 1 098 P- 0 X RANDOMLY THROUGHOUT C 2 INLET AND OLTLET PIPE NOT TO EXCEED h � _ PRICKLY SEDGE I 3 PER ST, AREA, iT, PLANTING GROUPS 1s•DIA. Y J. PROVIDE SPECIAL DEIAIL FOR OUTLET FLAW r • I�Ii N_ET ;,k,- F- CONTROL EXCEEDING 10' DIA 3 t•4 W II'r JUNCOS TENUIS VAR. SLENDER RUSH 4" ROOTED PLUG 1,095 3 PER S.F. OF PLANTS OF SAME wTENUIS SPECIES TOGETHER F111CAREX OBNUPTA SLOUGH SEDGE - L` 6" ROOTED PLUG 792 3 PER S.F. SUMP VOLUME AVAILABLE ; m i vi h MINIMUM MAXIMUM I z U i 00• M M.e 60.9 CF 90.1 Ci ? PL A' 71• M.M.. 04,0 OF 102 c _ <O ¢ ! SHRUBS '•••••� PLA'\. 04• M.H.- 16.{ Cr 192.3 CF • x N a r PRONDF. SPECIA, OETAI_ FOR VCILUAIF _ 00 O REQUIREMENTS EXCEEDING 192.3 CF m¢I a 0 r w a • SYMB BOTANICAL NAME COMMON NAME(S)y a o ( ) MIN. SIZE/ TYPE QTY. ' SPACING NOTES ` W • SUMP VOLUME REQUIREMENTS �¢ W o ® BERBER/S('1AHOtwo CASCADE OREGON GRAPE, sa cxr o CFS or INFLOW F � � NERVOSA I DWARF OREGON GRAPE 4°/ 1 GAL. CONTAINER. 21 4-5' O.C. 60.9 Cr MINIMUM REQUIRED • z PJ ¢ I CORNUS SERICEA SSP.--i-- _ O R 3 SERICEA RED-OSIER DOGWOOD 2'/ 1 GAL. CONTAINER 20 4-5' 0,C. W / REMOVABLE WATERTIGHT CAP a <p z � _ r ( O^ OEMLARIACERASIFORMIS INDIAN PLUM, OSOBER.RY 2'/ 2 GAL. CONTAINER 18 4-S' O.C. o QUTAPP FLOW CONTROL Q U I•- I PHYSOCARPU5 CAPITATUS PACIFIC NINEBARK PLASTIC OR DUCTILE IRON PIPE •T �o o x _J W O0 2'/ 1 GAL. CONTAINER 4 4-5' 0.C. OR APPROVED EQUAL � a Vit '' ,-�- o r- riO-M .• OUTLET I O - Q' l 69 W C7 • F a o' • ROSA NUTKANA NOOTKA ROSE - - o M_ I Z Ce N �p ¢ _ ! O 1.5'/ 1 GAL. CONTAINER 20 4-5' O.C. ` W O L I-- s • 5' BLACK VINYL l/C�J S.IMBUCUS RACEMOSA RED ELDERBERRY 13 4-5' O.C. • MIS --.-I STD z a N w a z~ Z a~ - `' 1.5, 1 GAL. CONTA?NEW y- Z ��I- CHAIN LINK FENCE st::nor, b r Wks Y� ¢- W H- oZ ao -----� '� o :n Uo• w� L)W U¢ (SEE CWS DETAIL 1 z Of M �� .tI 13 m w a¢ X11005, THIS SHEET) TREES VAR AHL_ S_V I _1 Of I ' Z g Q. W L: u_4!r Z7 ?in Ip Ud�zyW unx vLv ANCHOR TO WALL WITH STAINLESS STEEL RISER ci n w W _J ED SYMB NN!MUM 00` MIWtAUM STAMP OR STAINLESS HOM IA.O Mo STAINLESS i q ' / I U o W ¢ I X1- 12' WIDE BOTANICAL NAME COMMON NAME MIN, SIZE/ TYPE STEEL owO ON ANCHORS I2N. 11 PLACES v 0.-I to¢ QTY. SPACING NOTES STEEL.BAN° TO BF MIN. °F 7' r110E W -- I I GATE I .r-, - .".T..1-1 Q a f • x u o Q a v=f I PRUNUS EMARGtNATA VAR. MOLLIS BITTER CHERRY 3'/ 1 GAL. CONTAINER 3 10 O.C. 11•SELF TAPPING C°NCRF TE ANCHOR0�] ` % a a 0 N j m J I I. _ PHIwPe STAINLESS at Foca. a I G SALIX SITCHENSIS SITKA WILLOW •x1 !i• s AN�ss srF2 eo,r, �-+ O O x-=-1- 3'/ 1 GAL, CONTAINER 3 10' O.C. aAv!C__ U AMETER TO 9E DETERMINED Z w CD U pE U 6 w EL Q v RI.Vt REOU REMENTS W :_ � U 4 z?4 Q ' ? THUJA PLICATA WESTERN RED CEDAR 2'/ 2 GAL. CON i AINER ��B U � ---- OLzFz0b 3 10' O.C. SECTION A-A � v � c � a" •¢ ,,, cD o W xW I L~ w¢(/7y Q! x �oLJ 6 W��U CLAMP DETAIL N W � o a'LLty (SECTION N.T.S. SIO-SWALE PLANTING PLAN 00 -- - SCALE: 1"=20' HORIZONTAL GENERAL NOTES 39 WATER QUALITY �. - ?� WATERQUALITY SWALE 1• THE CONTRACTOR IS TO NOTIFY CLEAN WA EER SERVICES (CWS) 72 HOURS PRIOR TO THE MANHOLE C ean%'e' Ser,fices ( eanl�l r i START AND THE COMPLETION OF ENHANCEMENT/RESTORATION CS ACTIVITIES. ENHANCEMENT/ RESTORP i3ON ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN CWS'S ')RAW%7 NO :�1'; � �_� our commitmeer to Cur. onr comniFneot Is olnF. LANDSCAPE REQUIREMENTS (RdCO 04-9: APPENDIX D). DRAWING N0. 520 REb1SED T2-03 --- - ____ _ 2. IF ANY SPRINGS ARE ENCOUNTERED DURING ANY PHASE OF CONSTRUCTION (HOME BUILDING -- - OR SUBDIVISION), WORK IS TO BE STOPPED UNTIL A REVISED SERVICE PROVIDER LETTER IS ACQUIRED SHOWING SPRING PRESERVATION AND CORRIDOR ENHANCEMENT. --� 3. PERFORMANCE ASSURANCES FOR THE VEGETATED CORRIDOR SHALL COMPLY WITH SECT!ON t 2.06.02, TABLE 2-1 AND SECTION 2.10, TABLE 2-2 OF RECO 04-9. CONSTRUCTION OFP 4. SIvNS SHALL BE INSTALLED ON THE FENCES SEPARATING THE DEVELOPMENT AND THE TTOVMA MATCH SLOPE, BUFFER ENHANCEMENT AREA. SIGNS WILL STATE THAT THE ENCLOSED AREA IS AN �•. : : 1. Water Quality Swale shall be over-excavated and filled to fmal grade with 12-inch amended EXTEND RIP-RAP OVER ENHANCEMENT AREA AND !S TO BE PROTECTED. SIGNS CAN BE PURCHASED AT CLEAN 1 topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer TOP OF PIPE WATER SERVICES. amen�nta, FINISHED GRADE - y (Q3!lI�3dS,Yl I / L7 2. A biodegradable Erosion Control Matting Rhell be placed over the topsoil throughout the, SOIL PREPARATION a4 I- _ m Imo-i I Swale cross section,fabric shall be held n place in accordance with the manufacairetr's = z 4+ .� installation requirements. Anchor spacing shad be based on 3 fps}low over the faM�c. \ 6. PRIOR TO PLANTING, THE SOIL IN ALL PLANTING SITES WILL BE PREPARED IN ACCORDANCE STORM 3'x3' 7 _ .;`'' e. Treatment area-high-density jute matting(Geojute Plua or other approved equal) I DRAIN WITH THESE PLANS AND CWS GUIDELINES. L b. All other areas low-density jute matting(F.conojute or other approved equal) FLOW 7• THE SUBGRADE SHALL BE TILLED TO A MINIMUM DEPTH OF 4", AND A MINIMUM OF 12" OF I - ;;` 3. 2.5-3 inches oft"+river run rock shall be placed over the matting evenly throughout the --� CERTIFIED WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED (SEE CWS GUIDELINES Z a r length and width of the swale. I FOR SOIL SPECIFICATIONS). gi �I ;�� :.y i I 4. Plant materials shall be placed in accordance with the plan and plant table as shown on / 8. UQ ADDITIONAL FERTILIZER IS TO BE ADDED TO THE PLANTING SITES OR PLANTING approved plans. PIPE BEDD N __1/ HOLES, G 5. The water qualitywale treatment area plantings can be deemed"substantially complete" AS REQ'D one--active green growth has occurred to an average growth of 3" p densis gro soul lar` y is an WATER OUALITY FACILITY (W,O.FJ PLANTING NOTES 4 Z average of approx.6 plants(minimum 1-inch plugs or equivalent)per wluare ftx* Y 6. 'The facility shall be deemed ace table to 9. PLANTING Y begin the maintenance o LIMITS IN THE . W.C.F.W.G.FSITE SHALL BE 2 FEET BEYOND THE LIMITS CF EARTHWORK IY �P g� mance period when plant growth �i REQUIRED FOR CONSTRUCTION OF THE SWALE AS INDICATED ON THE GRADING PLAN. r and density matches the engineer's design as shown on the approved plans and all other '= ' .tfy ty CLASS 50 R I P-RAP--� 10. EROSION CONTROL FABRIC MATTING WILL BE USED AS TEMPORARY EROSION CONTROL AT -�. ^:a r uir-cmcnts have been met. 'Ihe neer must cer' the facili to be functional,in THE W.Q.F. SITE UNTiL TH V1 .";;.• accordance with the approved p?an design to begin the two-year maintenance period. HAND PLACED E SITE IS READY FOR FINAL PLANTING, A. Tm al-a n tv' Y 11. ALL DISTURBED AREAS BEYOND THE LIMITS OF THE ACTUa: PLANTING AREA ARE TO BE y� Z MAiN'I EtiAN('E HYDROSEEDED WITH THE FOLLUWING SEED MIX: s s 5 aS CS 1. The penmitcee is rebponsible for the maintenance of this facility for a minimum of two years x - NATIVE CALIFORNIA BROME I-- - - (BROMU CARINAIU1S - MIN. 80% PURE LIVE VE S E e R L: - following construction and acceptance of thin facility per Clis Cr 2. ED, > > , , � _ r.•n ;-.. . , "' K • _ � pt 50X BY WEIGHT > _ 2, Irrigation is to be provided ) - MIN, 80% PURE LIVE SEED, 507. BY WEIGHT I - BLUE WILORYE (ELYMUS GLAUGUS •�: :. ,.,...,.,, Per separate irrigation plan as aI ptT3ved, •,, a+., ; •:•✓ 1'� i :�.Kh`i Note:Irrigation needs are to be met usinga t irrigation s stem with a timer during APPLICATION RATE = 10 POUNDS PER ACRE the temporaryY r� a t, „=V � Y> ".` dry season. Systems should be winterized during the wet season to assure longevity and fis „v = guard against damage front freezing ternperattrres.Water source shall be :s shown on the -y g approved plans. POST-PLANTING EROSION AND WEED CONTROL 1I It It E i g 3. Engineer or Owners Representative is to visit and evaluate the site B minimum of twice 12. THE ENTIRE PLANTING SITES WILL BE MULCH h J ` ED WITH A 3" DEEP LAYER OF CRGANIC MULCH l4 `. Emla - umuelly/Spring and Fall), The landscaping shall be evaluated uric►replanted as necessary I - TO PROVIDE FOR WEED AND EROSION CONTROL. THE MULCH MATERIAL SHALL MEET CWS �� 3 0' ESLICI� Ic ensure a minimum of g0°r�survival rate of the required vegetation sad 90%aerial I-•------- - STANDARDS. THE MULCH WILL BE RAKED SMOOTH THROUGHOUT THE ENTIRE PLANTING � g coverage. Non-•--•ive,invasive plant species shall be removed when occupying m. re than SITES, BUT IT MUST NOT COME IN CONTACT WITH PLANT STEMS. . SFS CCIATIE S - t 20%of the site. ARCHfTECTS P.C. �i7^�h � I ' M_r11*1W9 4. '1•he facility shall be re-excavated and planted if siltation greater than 3 inches in depth 3'X3' PLUNGE POOL _ WATER QUALITY FACILITY (W.O.F.) MAINTENANCE NOTE -- occurs with;;,the two-year maintenance period. I _ S 1230 AW First Ave., 4300 SCALE: NOT TO SCALE 13. THE DEVELOPER IS RESPONSIBLE FOR MAINTAINING AND MONITORING THE WATER QUALITY Portland, Or•oon 97204 :'h.: (603) 223-8683 FACILITY IN ACCORDANCE WITH SECTION 2,11.2 OF R&O 04-09. THESE RESPONSIBILITIES Fax: t803R 264-0827 �.H;� i, _� FEN`E WATER {QUALITY SWALE INCLUDE BUT ARE NOT LIMITED TO MAINTAINING AND MONITORING THE FACILITY FOR A MINIMUM OF 2 YEARS AFTER THE FACILITY HAS BEEN INSPECTED AND DEEMED COMPLETE, 4I`�� SATE CleanWaber Servilces CONSTRUCTION & MAINTENANCE NOTES C3wn% r 'services D'"Hh NC NO. i005 rr_vsc� 12- ? vu,commitment is clear. DETAIL NO. '0(, Ont a mattmnt l•slur. 14. THE DEVELOPER WILL CHECK THE W.Q.F. A MINIMUM OF TWO (2) TiMES A YEAR FOR DEBRIS, -- Rt vse� z-o3 RESTRICTION AND SEDIMENT. DOCUMENTATION IS TO BE PROVIDED TO THE OWNER AND CWS, GRATE AT FLOWLINE ?` OVERFLOW INLET -- --- / 529.61 atD rRtyFSS f GENERAL MAINTENANCE NOTES �6 - 0 OOP INLET 15. A TEMPORARY IRRIGATION SYSTEM WILL BE USED DURING THE FIRST GROWING SEASON Z WALL SECTION & INTERIOR GRATE AT LLD LV�-I NE FOLLOWING PLANTING. TEMPORARY IRRIGATION WILL NEED TO BE PROVIDED AS NEEDED ` OREGON ' Q DIMENSIONS IN ACCORDANCE 527.38 DURING THE SECOND GROWING SEASON. 535 - _ o a WI TH STD. DWG 250. �� qRy 12 ��. Q z L2 W o SEE SHEET C4.1 1 _ 16. ALL PLANTS IN THE PLANTING SiTES ARE TO BE WATERED AT A RATE OF AT LEAST ONE (1) ��k RENO 4.75 SWALE BOTTOM INCH PER WEEK FROM JUNE 15 TO OCTOBER 15. r �'' +0 000eIn N FRAME dt GRATE PER t<^?IRES 6-30-2006 + I o 0 E Ln STD. DWG 280 17. IF AT ANY TiME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80X �- '"µ~~ SEE SHEET C4.I SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT THE NEXT 530 _.________ __ ._.- _ . -- "- - -` - IE-524_95 APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN DATE: U6 JAN Qa - AGAIN FROM THE DATE OF REPLANTING. 125.0 LF BI%•-51VALE � 0.90x---,..,.. `--`- -�- �' JOB NO.. 1394 18, ALL SILT FENCES WILL BE REMOVED WITHIN ONE (1) YEAR FOLLOWING CONSTRUCTION. L('�1 DRAWN BY: �. O CHECKED BY: ne 5?5 STORM SE4 E:R � PLUNGE POOLTr 0' 00 - - SEE DETAIL Y CONAECT TO REVISIONS: ON SHEET C3,t IE-524.55 EXISTING STUB `a _ - IE=524.03 5110 - ILL: ' +50 ,+no 0+50 0,•00 1 I2°1 � . oe BK)-SWALE PROFILE _ W E S T LA K E 20' HORIZONTAL OUTFLOW STRUCTURE CONSULT tNTS mc. � BIO-PWALE PROFILE URE d DETAILS SCALE: 1 ENGINEERING ♦ SURVEYING 4 PLANNING � r- 1"=5' VERTICAL SCALE: NOT TO SCALE -"-"- --""-- � � •t /r + PACIFIC CORPORATE CENTER 1 16115 S,11, SEQUOIA PARKWAY, 9UiTE 150 (603) 684-0662 I w r T1CARq OREGON 97?24 FAX 603 824-0167 Cr -� 11-! .. ,. M'i"1.YMlRM•iMIhT1Y4R.Ri1"^a"•"p�f}�y�p..�. 9!1alM.'••••u,MMMw•nP1VeM'M.cp T C31101 LEGIBILITY STRIP i F a a 2 3 8 17 8 g a1 01 I I itlllll!Iillll+,!,! I II;II� I I b "opo • 1 • -p�. Ml 744'...: ..,,,. t(pMV ^.rrr,.:, .,_ _ ...+,1Ip• R�*e.+;,�nM.4.-m,.w+,...;., fill" 1046��11_ �. 14 �t ti (( 1 t�. [4e.•a\\ Of LU LOCATE MAW AND COVtR WATERTIGHT MANHOLE RING 3--BOLT DOWN COVER OVE LEDGE OF AT LEAST 12' 1Z' IN YND111 SEF BOL T_DOy4,l DETAIL • M"YIIL M[TVmI i4M00110UT! A A n. 1 7'/Y �•� I -- - � f Mi-DO ' MAXIMUM 27" FROM '• a.n•.I n' TOP OF 19R STEP '"4 � • � •�, .A•dv �'/_' • STANDAID FRAME AND 001611 OR TO TOP OF 'ASTNG- WATERTIGHT FRAME AND COVER I SECTION A-A STD. DRAWING N4 110-SA/VT OR r z 2 tq'z �•' V NO. 120 /•, TFR(AME IN MGN-SHSHAM SIT- NOTES'► l p AL. PECAS- t/AK'IG,E SECT04S S•AJ CONFORM TO TH= ORAOE RINDS (2",4 ,Op 0") RF]JIREMENTS OF AS'M C 478 MAIOMUM 12• F;_AN SET IN TLV-SHRINK GROUT 8 A_L POURED IN P'•ACE CONCHETL SHAD HAVE A 2B DAA -- : " 9i RENOTrI OF 3000 PSI, MD SLLMa OF 2" TO 4". .. ALL JOINTS SHALL BE SEALEC WMTH PREFORMED GASKETS ' SrANOARn ECC1a1TRN — SUCH AS KFNT-SEAL NO. 2. RAM-NECK, OR M APPROVE:) 3B" crm 0 1 '/2 1 1 2 a EQUAL EC ONNECTI TO OMAN, LE SHCATCN SS SOOT p '1] T �a" `� �" 4. ALL PIPE CONNECTONi TO MAN OL= SHAL- 9E T ---- I ,� s• 4 WATERTIGHT. .. •. T!2" ` fTr '.. PIPE CONNECTIONS OF 24' OR GREATE'i SHA_L 4"OU'RE A a I p MA\HCIF AND CHANNEL DETAIL , a STS F----�rS'_ S I- SE` SECTION B-[7 I - 5. PIPL CONNECTIONS OF FOUR 04 MORE MA NUNLS I.AL_ S10 GRAVING NO. 100 ' RECIARE A MANHOLE CONNECTION AND CHANNE, DETAIL_ I MANHOLE SECTION -x: 1.'^ - BOLT DOWN PROVIDE A MINYrUM OF 5" OF INTACT (UNDISTURBED) (VARIAKE: V-4') --�1 DETA I B I B ONNHOLE WALL BETWEEN THE(INSIDE CE OF TNEEMARHWKEDUTS AS MEASURED SECTION A—A Nps; I SECTION B—B e. BREAKOUT OF WALL FOR PIPE SHALL MM: 2" MINIMUM AND WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALI. BE 4" MAXIMUM CLEAR OF PIPE WALL. a USED IN AA EASEMENT AND OFF STREET ARE.LS. 9. THIS DETAIL 'LIMITED TO MAXIMUM INTERIOR DROP OF 24" - I I aAaao FOR SANITARY CONNECTICN AND 48" FOR STORM 8• MINIMUM 7/'6 CONNECTION. COV R�RTIGHT / TAMPER ('ROOF MANHOLE FRAME. AND � 5'� __ I ) t/2'■ •/4' Sp. E^GE =a' BA: SHALL BE USED IN ALL EASEMENT AND OFF STREET /Y-13 N.C. x 1 1/b' /Z 37' I TtiP. GRATE BAR (17 EA; AREAS, 4ar'IMIN HEX HEAD STAINLESS STEEL I 31 1/4 CAP SCREW. •! 1 1/4" 0.D. I IRwm 1Y L®6E 3 REO'D. PER COVER--�r _ S. STEEL WASHER I r� (ONE MMUMED) S" �N. FROM TOP OF (`r, 3/32' THICK I 3/16- t». J I*M.Al�E TW. P FWW TO MANN= ` — --FLAT RUBBER SMOOTH FINISH CHANNEL TO [ — 3/4 VERTICAL MOW or PMRE SECTION 1� wqg'� a BOLT—DOWN ` • 3 DETAIL SQ E4GE FLAT BAR 3' C to C ..s•..n: J.; , ;.+ 'e' MIN coNCNa re PLAN .�. W BA MM AT R OF Il('-o' COMPACTED BASE MATERIAL '� `�•' 'r,Y,''r f••';,� I/4"NECPRCNE GASKE' •'•:.:i>�ia•';.r�`:'.°: YI^Y'•;" ¢;�''• NOTE _c,iER AND FRAME- SHALL BE OF GRAY CAST RON A.S.'.1• A-48 CLASS 30. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 --A- BAR ST_E. OR A-3ROvED EOUA� I "AUPF: PR00r (REMOVE GASKE'S) LjLj .� WATERTIGHT MANHOLE DITCH INLET STANDARD MANHOLE F 1! C1eanWater�"Services FRAME AND GRATE C�eanWaber�` • . R AM E AND CO . ER seances CeanVldrtirr Sesrvecee 1 11LOSLU 022-03 OIea 6aiarla• 214ANINv NJ ..(� Our cummnruenl ,.Dice,. DRAWL\G \C, 26C ;; Our eommitmeat a cleat, ,RA?A1.G rJ7. J-0 - ------- NOTES: E3 �-- I. ALL STEPS SHALL CONFORM I-0 '}•L. p, L REOUREMF'4S OF AST:A C-478. J 2, MANHOLE S'EPS MUST BE T'GHT AND FIRM�y EMBEDDED. 3. ALL STEPS WITHIN A MANHOLE SHALL 149 I I BE OF THE SAME DESIGN, TYPE. AND a ONO I ^- m I 812E. (MIXING OF UNMATCHED STEPS CLASS "B" CLASS "A„ SL_c S-D. DRAWNG ND. 2!D I -1 4, IS NOT PERMITTED). r, FRAME AND GRA'L TH LYNCH I 11 I I I I A 10 I ��gI' 'w�LQ,A�O-3/4'� I MOUND EXCESS NATIVE MATERIAL ='N !J V SURFACE RESTORATION ` e I I I/ �•/ AS SPECIFIED OVER SETTLEMENT OW �. ' I I _ C, a I I O , I"r, .• . _ 12" NATIVE TOP SOIL ' •a • IF TOP SOIL EXISTED 7 IRON GRATE ��,, ��. • • E3 :M Y G5X COMPA: TON ,M 1zwFA'I v PRIOR TO EXCAVATION. Pl6N W-,IN PLAN :� Sly 4•A`I - i, - /' UNDISTURBED COPOLYMER PC';YPROPYLENE PLASTIC -MaUNDISTURBED I ; uAz JC Q G- EARn� FNISM r I EARTH .-CN)A Ac- NATIVE ?� b � y GRADE LAW INVERT MATERIAL-- I 11/2" GRADE 60 R_4FCRCEMEVT (- ♦'A a_• ,�r 22•MI�4 v t' •�. C.I. OUTLET C.O. AT TRAP . s' ' '�•' p I+--'1' C— s'• •.•• .;• I ' 2 , MAxM�M E L..'.L_uS ES? J N P; rx 7 I �- ---- � - SIDEV(.'ALK ADJACENT TC CURB OUTS'DE OF WITHIN �-2.0 PAVEMENT PAVEMENT 18" CAST IRON 910 - � VALVE BOX 'OP - BREAK FLANGE -SIDEWALK MIN 3" MIN. (- 6" MAX. FINAL 1B" CAST IRON 910 BOX -� PLUGGED TEE PLUGGED CROSS BENC PLUG OR CAP FINISH PROVIDE 24" BY GRADE \ 4" THICK CONCRETE -- PAVING OR CONCRETE PAD (SEE NOTE 4) �_ �_ I 1 1/2" -3/4" DRAIN ROCK - - - HAND TAMP BACKFILL /� ( TAR PAPER (MOISTURE BARRIER) ' AROUND TOP SECTION - 6" MIN. I 6" DUCTILE IRON PIPE F12" MAX. - % -� -=- I RESTRAIN ALL JOINTS W/ \, "FIELD LOK" OR EQUAL GASKETS LATERAL PLUGGED CROSS TEE ! 6" ASTM 3034 PVC aQNCR'1=TE THRUST BLOCK SCHEDULE 6" MEGALUG RETAINER / AGGREGATE BASE I ! GLAND (EBAA IRON) OPERATING NUT EXTENSION (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) CONCRETE PIER 6" GATE VALVE - FITTING OEEND, TEE, OR 45' 22 1/2' 11 1/4' BLOCK (SEE DETAIL NO. 505) SIZE (INCHES) PLUGGED CROSS BEND BEND BEND FLP. x M.J. f + I 4 01.9 C2.1 1. SIDEWALK WITH PLANTER 20 M.J x 6" FLG TEE s 04.0 c2.1 01.- STRIP AT CURES - 8 37.1 03.9 02.0 01.3 12 16.0 088 04.5 02.3 SIDEWALK I � 3" MIN. BREAK FLANGE GEOTEXT I LE _b„ UAX t 6 28.4 15.5 08.0 04.0 �_COMPACTED FABRIC I - SUBGRADE I 24 64.0 34.9 18.'c 09.1 _. TEST NOTE: TYPICAL PAVEMENT SECTION I I _ _ ABOVE BEARING AREAS STRL ON ,ESI PRESSURE OF 150 P.S.I AND AN `--'-�~ '-� ALLOWABLE SOIL BEAKING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" I COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: HEAVY DUTY (RIGID) NOTES: STESSES. USE THE FOLLOWING EOUATTON A. OIL RESERVOIR 4" CONCRETE CEMENT B. BRONZE ACTJA.TION NUT 2" 3/4'-G' LEVELING COURSE 1) VALVE 60x NOT TO REST BEARING AREAS - (TEST PRESSURE/150) x (t50G/SOLI BARING S?RESS) x (TABLE VALUE) !� BASE c ON OPERATING ASSEMBLY. NOTT=S: C. BRONZE SEAT RING 8" 1 1/2"-0" BA,E COUk,E 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE D. WEATHER SHIELD CAP GEOTEXTILE 2) OPERATOR, EXTENSION I I SEE DETAIL NO. 561 E. SAFETY SLEEVE COUPLING 8" COMPACTED SUBGRADE ( REQUIRED WHEN VALVE NUT 2. CONCRETE THRUST BLOCKING TO BE POUREC AGAINST UNDISTURBED EARTH, F. THREADED NOZZLES WITH "O" RINGS � I IS DEEPER THAN 3 FEET O( W) 24" 3. KCEP Ci/NCRETE CLEAR OF JOINT AND ACCESSORIES. G. NATIONAL S•IANDARD THREADS HEAVY DUTY (FLEXIBLE) FROM FINISHED GRADE. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 2. SAFETY CHAINS TO BE REMOVED. 4" LEVEL 2 HMAC 3) CENTER VALVE BOX ON ENCIRCLED ON THE PLANS : e.g. 15 INDICATES t5 SQUARE FEET BEARING 3. HYDRANTS TO BE PAINTED USING R-1317 Sr,i E'y YELLOW OR AN ALTERNATE APPROVED AREA REQUIRED. 2" 3/4"-0" LEVELING COURSE AXIS OF OPER. NUT. BY DISTRICT FIRE MARSHALL. 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING, SHALL BE AS 6" 1 1/2"-0" BASIC COURSE E 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. " 4 PROVIDE 24" SQUARE BY 4" THICK INDICATED ABOVE, ADJUST IF NECcSSARY, TO CONFORM TO THE TEST -� GE07-XTlLE ) PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STA-ED IN THE 5. NO OBSTRUCTIONS WiTIHIN 3' 0" RADIUS OF HYDRANT, 8" COMPACTED SUBGRADE I CONCRETE PAD AROUND VALVE I 24 ---{ PROVISIONS. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. SPECIAL BOX OUTSIDE OF PAVED AREAS 6. BEARING AREAS AND SPECIAL BLOCKING DETA!.S SHOWN ON PLANS TAKE 7. VALVE PDX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS A"PROVED AS SHOWN IN CONCRETE PAD DETAII_ CONCRETE PAD ('RESIDENCE OVER BEARING AREAS AND FLOCKING DETAILS SHOWN ON BY ENGINEER. LIGHT DUTY (FLE)OBLE) I I THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 4" LEVEL 2 HMAC I FEET. ' 2" 3/4"-0" LEVELING COURSE �. _ - Ap"77 Ir A4•»MIOYm BV AP.wI'.[D er' 4" 1 1/2"-0- BASE COURSE No scA,.E No SCALE No SCALE LE AGUSTIN P. DUENAS AGUSTIN P. CUENAS I AGUSTIN P. DUENAS � GEOTEXT ENGINEERING DEPARTUENT _ -- TYPICAL GATE pyo Np ENGINEERING DEPARTMENT ( STANDARD THRUST ENGINEERING DEPARTMEN• ! - FIRE HYDRANT j 8" COMPACTED SUBGRADE cry ENanaR airy f%004xw DWI. NO E„oMM� DWG No. 1314a iw.HALL el'A. •.3.9a 4w.»Au kw 127a€r.�,A,i 0.M TIGARD,OREGON! 8,413 + 1,D1CT. '10.1 {.le,YWCAM n OM 001,WOL 30:;L"- 173• (ao3 0"-in? MARCH 1998 FAX esu Tom, MARCH 1998 BLOCK rn 9031�,r, ASSEMBLY CITY OF TIGARD ( VALVE 5 0 3 (;TTY OF TIGARD ( - - I 5 "0 CITY OF TIGARD j MARCH 1998 542 q�e0p, APMVAL DACE X70: Ap"OvAI D'.ME OKOOIM APMMOvA:CA•E �- CITY WATER DEPT F'ANOARDS PLUMBING CODE I THRUST BLOCK CITY APPROVED > d BACKFLOW DEVICE FLANGE COUPLING W `` RETAINER GLAND�,\ -�� ADAPTOR WATER ME TER FLOW I 12" MIN 4 j I� s >7, !Tj MEGA FLG FIRE DEPARTMENT PLAN ( FLG OR EQUAL I '^ zY �_- COr�NECTION ° a -: << 6" - -- OPTIONAL. AT THIS +� E A I � 3 2 ; METER 90X MIN. LOCATION i 'I W I� ' OSHA APPROVED LADDER 24 'vl'N . N "r `> �1 � _ '^ $ n z DOUBLE CHECK WITH ALUMINUM LADDER •, " _ x , Z ffi 5 0 7z �. 1" UNION FA H SIDE m A o �' W ^o C D VALVE ASSEMBLY EXTENSION BY UTILITY $ aI. >I VAULT ---- CONTRACTOR TO SEAL ALL S N N N N Z N mV --___- _--- -� PLAN OPENINGS IN VAULT WITH Tri - o y��+nL } NON SHRINK GROUT PRIOR STORM GRAIN - 12" 18" TO BACKFILLING I U z OR THRUST BLOCKING 3' M'N. 6' MAX. - SANITARY SEWER- PER DETAIL 510- o z $a GROUND LINE DRAIN TO CURES OR �i -�� - DAYLIGHT (n ?5#w - 4 G' NED �- WATERLINE WATER METER 6" I � � 6LAJ 3" MIN CLEARANCE �ON OPENED °� \" o 0O 2[.5 MJ BE - 22.5' MJ BEND OSdEY VALVE g c= '1 p p •MEGA FLG OR EQUAL �� t I ,/ EILiL S �SL'( ,K _--_ CRUSHED ROCKBASE INLINE CHEC':( VALVE �,C� Tt �+SPOOL LENG � SPOOL LENGTH ��- U N ,�+�'�.+"L'�� 1 ( :a7AS NEED00AS NEEDED l ARCKTELTO N '.C, 2 22.5' MJ BEND ELEVATION CONTRACTOR TO INSTALL - - -D RODENT \ -- _ ----�# r- CONCRETE BALLAST 3 CU. YD, r�� SCREEN m� I z 1230 8W First A V�., 30U 18' - 20 ---• STANDON T.___ CENTERED BOY. SPECIFICATIONS MIN. WHERE FLOODING ORP112 SIAMEQ) --� I z I Portland, Oregon 0 204 AT CROSSING DEVICE SIZE BOX TYPE HIGH GROUNDWATER EXIST---J (T P.) �/ ORAI'J TO DAYL I(;HT OR `t Q 1 ~ Ph.: (803) 225-03 p6.3 -- INSTALL SUMP PUMP 7'9" JfirQ V emx: (503) 294-t H27 Tvp1�o 3/4" - 1" BROOKS #1419 SERIES OR En_UA,L CONTACT CITY FOR � � > MAIL 1 1/2" - 2" CARSON 1730D P15L OR EQUAL J I ELEVATION PUMP SPECIFICATIONS �) LTJ WATBI.M MAL. "' I - -J �I ` INSTALLATION SHOWN IS ONLY A SUGGESTION, t'-0" ` "• SCALE: NTS I �--12'• MIN 7" w I ; 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEI•;IND WATER METER. 24" MAX 0 i - z FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR 70 BUTTON F L �~ 1 O P. OF DEVICE t�� 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST UTIU r_VAULT OR *EQUAL bILCO DOOR � ,( / �� > �" _ � 5 �INFr � COCKS IF BEI OW GROUND INSI.ALLATION. SIZE WITH F.D.0 WTHOUT F.D.C. OR •EQUAL w ++ E 4C�. 4 876-WA _ 577-WA J-5AL W ! �' 0. 3-O" 3. DISTANCE FROM BOTTOM OF DEVICE TO FIN'SH GRADE, FREE7.E PROTECTION, 6 697-WA 676-WA J-5AL x SO ( �a to z"_a• b AND CLEARENCE FOR TESTING AND REPAIR ARE Try F MAJOR CONSIDERATIONS _6 5106-LA 867-WA JO-3Al Ln � }g(v FOR INSTALLATION. L 10 , 5106-LA 2106-LA JD-JAL • CITY ENGINEER APPROVEO EQUAL b� P�cK ?Ery ,�G4 wrwmfD er - NO SCALE APPROM BT' NU SCALE AIPwO�MfD + NO SCALE _XP AGUSTIN P. DUENAS r AGUSTIN P. DUENAS AGUSTIN P. DUENAS 9/ n RES ,-j0i2 )� ENGINEERING DEPARTMENT - DOUBLF: CHECK ----- DOUBLE CHIEC DETECTOR --- - 3 & 4 --- olrr oMa+IEEIa DWG. N0. ENGINEERING DEPARTMENT DWG. N0. ENO"'.EKING CLL$00D NT or,voom 71 pWG. N0. A iI,, 1312!s r.H ALL 000. 13143 9W."ALL BLVD. dT`�'�P 13t4a Sr."ALL RM T10".OIIE00h a"u3 METER ` nOARD,0rK00N 8'413 - new O 0014 07913 --- Mfi a03 eM-'797 rAIC a03 "4 7"17 - ' so3 e�'•'T' MARCH 1997 ASSEMBLY vo eo3 a»-A+n MARCH 1998 i 3 530 ; MARCH 1998 VALVE ASSEMBLY 533 Ma Iaa3�e» 111 -_- DATE: 3lf . O6 arY QF now ------- arY OF ncARD --_------___._-_--- ----._,-- -_--- - - - _ aReeall nxRovK DAR - urOva DATE - CITY��GARO rAc aO3 A , - - - ---- - - .»PwowlO.rE JOB NO.. 1 B40e Lo DRAWN BY. �- MPC .• 4=> CHECKED BY .� PRT 1� REVISIONS: C� r1LF �3�40 403 DETAILS VJ M T " .I G4 . 2 q��] - > ,.,._.._.-_a- a,I,- .- . .wT»..+».:u,•..,.,m.a>a.rnR.at,-..., .�,;..,tn,m," .. 6N, it ':'t 1llii I 1 - TIO'.= 1'„ ,•"I,Gc, _ (II;Iif!IIIIIT11 IN1!!11 11!1,jfH l d:j! r IIIIIrIIi! i.11 r .177:liilll ;Ir;I 1, •I T t " r .. . �,:,: I ( j .1111 117 - ?,.,-.r.�.....wa....�.m -�. .. LEGIBILITY STRIP 0 3 4 S E � A 9 In I 2 I'3 14 e i e � 21 IOmm.Icm 2..i s2 23 24 Z1, 26 2e 29 iC+ - ,.. ""^71CrM"•wuTe•r,_-. is Of 1 ..,..,� 1 I: 1 IRI✓ (..?MReW I I. I.. Mfin4IINY:IM�I. 1 1 .. 1Aalf .Ik »rlrll H�NI 0 itI 5 .. `JR _. ,ro"• r,. � ., v ., . ... .:. _.,.,...:. ,;, ,. .,...-..: .,rni . _,........ ,.. . .. _. ... ., .. E ... .. .o ,. wrr ,,. ,,..... :"niiw I tR- ,T.. •Mrilk7 .,,h .- dr `'�. W: ., .. - . . A. "r1� [ ...a. N .1 / .+k. -/A`4'!M k. aY'A M. 1>., a .f /4..,..,Alk. 1„ 4f'• .P.. e'C'�44-*rr . .. �. �'� .... , .. ^' T` W-�99'1�� i; . ,. ..: '��+ RK�'�OM�!#�"�r,+!�aMIC'�'+r+ tr+y,,.?'.�.,'^t'N',�y" r+re..Ivur,fivk51.1 *h�lr�,-tr!�t'.iww.^Ii+l+p_ .,+•Ihtr ,:.",�.r W v!IF.+Vw1r rw+,yn1''�., `rkK , p ,. .. 'h'M', , ^ ' '�MM!!!F >th'`hMA' �' .,a�^ !....'F . I vII�