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13500 SW HALL BLVD-2 GA L,E4.,ETAPON Nl�l MAPLE04 \ � - �_SA N154RY NO H005E 2TICC &V bill WSFR7A ME AND aNNscr TO Em.,wnvii; srurR 9`x LE m& IE 135 4.9 i J'A4 1,5"WILL 14---- 11 4)16'VAGNIOLA 5 V INSTALL Z 5'HiND I': V I OW 16 )P1 F, 36 1 VIL L C/ INSTALL 100 LF Ov 6' PVC S - aO2 40R)AR 20 CEDAR mmu a6wourqr 12'�P C OETAX ? AYM = TO 6RADE 15-HOL L. oyo I, )<u 15'HOLLY I, IE = IJ789 C61HOIL)' INSTALL f00 LF CF 6'PVC 24 OLL);0 9 BUFFrER LINE s ao2 ...... —A wsmu. acmoui -%E ocrm Q RIM - 70 6RALAE IE - IM 69 IX hVS54il 84.41 LF Or 8'PW S - 1201 *4 INSTAL' 4,5'aEND *4 INVALL 2917 LF CF S'PVC, S - i2of INSTALL 22.5*alDVD wsmu s.42 Lr LF 6"PVC S - 6tof 11 INSTALL aEANour sEE Lerm J X. crl -Z. . AW - 70 LWADE aj . IE - 139.69 NSML 59.88 LF Or- 60 Pkv 40000 0 / ' 1 --r/ l r / j `J _ S - am 1NS7AU 45'BEAD V. @5 r.OVNECr ro Buxaw aEANour 0 FIR 4 If W4 7ERL6Yf N07ES, ---- ------- _rEL 8 t _ �, -- . C O1 wsmu 60 mt*uw HOT rAp sEF orrm. r ' A RA ' GAS LINE A INS 1A U 6 0 7 0 6' TEF _%ET DE Till It (INST�LL BY COWRACTOIR) TO GENERATOR rROM13UILDING / \ O t6 X INSTALL 8' rO 30 7EF SEE LFrAX Z6;4 WI/ 77: t�;A#LL Ivsmu mmmm f7RE mpwcE marmo DmEsnc Doms oyEtw,�� N 'A HUI Y�AR INSIAi 4,5 LF Ar 6' cyov t fLOOD PLAIN (Lit BOUNDARY -41 INSTALL 4 7Er SEF oEmx E 22VAP _j j 7 Nor USED f5 llvsrALL 41.22 LF Cf- 6' C9X J6'PII'V W < — _ . - O INSTALL F7RE Hm%RANr:,EF DETAIL LL Top OF 5ANK 140- WV 8�VA WTH(9RN *.�v N W & INSTALL 67.27 LF L-F 6 PVC INSTALL 90'a9VO SEE DIE'rAk W 1-1 4W2�CAS klNE BY G r2 , 1Q INSrALi f7REHWRANr _,;EEDErA& if I I i i W 8 , WS7AU 90' aEAD rAff DETAIL 20' R -�LOE 1018';WAI)�E"-, Ivsma 41.62 LF- cf- is Pw -7 7 >I 41 fH INSTALL 2-112-ME7ER -in- DE-5111 `4 z41?AK Nor USED �')2870cusl� I N r-'-- I = '�- --- •. \ Q INSIALL 25054 LF 6F 2 112-PVC Serm I ef I I r 1A0S7ALL 90'aEND SEE LErAk Ml t- I'jcam?, .-,.T INS7ALL 1360 LF CF 4 PX rr 44, If 20';45H rX.) INSTALL 45'6FJVD SH wsma. ta 68 LF Cf 4 PW V8 X INSTALL 90'&WD SEF DFIA& A� 0 j OL-4 .14 /,p IF 5'F ? camEcr 70 &#LaNG _qRKa ROV &&DllNG L P 15LXjST % INSTALL 45'BIEND A-1-!�, -­ - wl"I r 4 , F INS7ALL I71 LF 6F 2 112"PPV dV INSTALL 45'BDVD 'fir 1 T 7. INSTALL 12.25 LF G-2 112-PW LOW <e> ,Aj, "MLI IT vor asm 8 WV r L VL/f INSTALL 2.196 LF' OF 8" CYX 7 INSTALL 47.8J LF CF 6"DV L L _ O I X11 PwwDE 7HRusr RmR*Nr.-cR cavxocnays; _ 20 7__T <e>815IMS; 7x'& AND 07HD? NECIESSfIIRY POINIS J.�, T, Im -r to 4-.T"ICU.`I 7)PCAL ALL WA7EXJNES Afvucsv amERr OINSTALL 3X1 1,/2 TO SOYMYAL 80 PW Cm4S AND WA 0? UNES MAY 8E INSTALL CITY OF T;; I tt \ \ / I -Y NWVG PRYCR r 5A. .. ... (NO 77F 0 EXCA VA 77aV). Conditionally Approved.... IT For only the W as described in . .... ..... 1412f ro �!N COW6W 17MENOY -C%-X OfFrAk . VAz�a,/ 1,� oved... 4 PERmi r NO.rLf.n �j2 -See Letter to Follow Job A Attach... es W By:_ L4 GRAPHIC SCALE 30 0 15 30 so NORTH IN FEET I inch m 30 }t. ArchitectureDate DmwingTillc 16 May 2003 robs UTILITY PLAN Planning Fmject No 41p# KTJRAHASHI 2100 4 Hall Blvd.13500 New Ti/ward LibraMy LQc ASSOCIATES, INC. consubm PrujcLi No PLM2003.00223 lz___ tot 4 Intefiom Civil Engineering - Water Resourceq 2100 o ON Construction Documents Landscape Architecture - planning Drawing Nall Environmental - Surveying Drawn by JIJIY 16 V4 11� IP kc,11P -_� 16680 SW Jay Street, Suite 200 AR'4\1'' Beaverton, Oregon 9,1503 06 ('hacked by 621 SW Morrison St Suite 20() Portland,oregon 97205.3894 '1 503-222-1917 1:503-29' )272 E stg(oulpartnembip,com Tigard,(kegon (503)644-6842 tax: (r)03)644-9731 13A C 1 * 0 NOTICE' IF THE PRINT OR TYPE ON ANY t-'Ifly 111111 1 1 Jill I I I j 1;1 tI_qTj1jI III I I III III�II61 1 11111 1 11!11111 1111111jIII ilill IMAGE IS NOT AS CLEAR AS THIS NOTICE, 65 1/1 L '15 I IT IS DUE TO THE DUALITY OF THE Na 34 OPIGINAL DOCUMENT ill"Ij I I`I IIII Ml I All T811111 III I I 11111111111'111,MAI III,, III 1111IL11 III I I I 16111111 111 tl I I LI I I HII I F11 I I� H C C W CEDAR H _21 V GENERAL NOTES: ---- -- -- __ - - - --------------- - - - -- 1 .� _.. -. - 1. ALL CONSTRUCTION SHALL- BE IN ACCO �. NCE WITH THE, CITY OF REAVERT)N, WASHINGTON COUNTY AND .. , . ,, �--- -.__ -_... _ _ _ _-..__ _.__..___ __ _- _.---.____.._. _.___ ...,. ;;.^ ... __._.__ ______._ ._.._____ -�_."_.- __-- --__._.. CLEAN WATER SERVICES SIH`:^ARD PI ",. (S AND SPEC"rICATIONS, AND OREGI,"N STATE PLUMBING SPECIALTY (( , '! " " `'� � STORM DRAINAGE_NOTES: I so wrLL raw (,ALDER�� _Zr CODE (1996), AS APPLICABLE. •, ) . .� "'+,Jq.� �.t - 1 �--•'"`"t 2.. PRIOR TO ANY CONSTRUCTION, LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY O OUTFALL STRUCTURE SEE DETAIL Jar ,.' lE = 138.00 THE CONTRAt .OR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR VE SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH ONSTR CONSTRUCTION. �IQCr _ 4 12 ALDERS -.::�. ,, C'FTAT/t?� \ (,/ 1 " PV EC U ` I ,r- - � � ._`` O INSTALL %5.75 Lf OF 2 C ' CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIAL. ! TREE ADDED /Cj 1�-'•�,,,,_, s �r ; s = 0.023 L%� t� INSTALL GYTCH INLETS DETA/L C5 4. ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREA AS DIRECTED BY _\ ",f p /E _ !39.70 _ TOP OF NIVK THE ENGINEER. :" ' I t-4L, -�--_ ,_ -_. \ � 7Z1�.. �+ -- � - - f�"SEG1L101A \ J �* / O CANSTRUCT INLET FZOW PAD 1G k'/0X18"' G' RIP h'AP 5. ALL DISTURP--U AREAS NOT LANDSCAPED ARE TO BE HYDROSEEDED OR BEDDED IN STRAW TO PREVENT �^ !2'ALL?ER* �T�r"r �~^~•~� lE = 140.30 EROSION, SEL` GRADING AND EROSION CONTROL NOTES. g ` � y( INSTALL 11.25 LF c,� /2' PVC 6. ALL FILL. AREAS WILL REQUIRE STRIPPING OF ORGANIC MATERIAL PRIOR TO PLACEMENT OF FILL. FILL ~ C' ----' '- i ,~` �- _ 1 ~�` / �`h�"'� E7 6 INSTALL 72" WATER QUALITY MANHOLE SEE DETAIL WILL BE PLACED IN 8 LIFTS AND COMPACTED TO 95 % MAXIMUM DRY DENSITY ACCORDING TO AASHTO T180 f � � � r ��, � - � -' -� �..,�1 i"^. RIM EL = 14 50 STANDARuS. BASE ROCK IN THE STREET WILL 9E COMPACTED TO THE SAME STANDARD. LANDSCAPED AREAS I '`- \, �' a_k ) 1 c GARtIr \ I - .\ \�� ._ .- `", ._._ If /N (8 N) 140.40 WILL BE COMPACTED TO 90 %. THE CONTRACTOR WILL PROVIDE DENSITY TESTING A MINIMUM OF ONE FOR � �� - _ � +� � � ELAS .� , � � i I � t ,/ �,r ~ys, IE IN (12"W) = 140.40 EVERY 10,000 SQUARE FEET OF AREA AND TWO FEET OF FILL PLACED. ADDITIONAL COMPACTION TESTS AT NO L__ '� / O_._ f ' •.. % �.`, /E /N (B'iVW) = 140.40 EXTRA COST MAY BE REQUIRED BY THE CITY OR ENGINEER IF POOR COMPACTION EFFORTS ARE OBSERVED + �` I - HOUSE ' �^ \ ( - t `` �" -_.. IE (,JT (12"S) = 140.35 DURING CONSTRUCTION. COMPACTION REPORTS FROM A REPUTABLE TESTING LAB WILL BE SUPFLIED TO THE I/7 `�, ` ^ VEC7ETATION y ENGINEER. INSPECTION WILL BE PERFORMED BY THE SOILS ENGINEER RESPONSIBLE FOR THE JOB. ! -, i>' ' iJAh I - �'� �, l O7 /N5'7ALL 34.58 LF OF 8' PVC JVA f.- .' `\, `'� t� S = 0.005 7. SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL SOFT SPOTS FOUND DURING EXCAVATION AND I - -- ELF��-�-0- 01G''Z�EG' �� \ t J �. '\ / \ I -" �., ^�' 8 INSTALL 22.5' BEND �r 11.25' BEND GRADING OR CREATED BY CONTRACTOR OR HIS SUBCONTRACTORS OPERATIONS, NO ADD111ONAL COMPENSATION FOR 121£C - Q } O STABILIZATION MATERIAL WILL BE MADE, AND NO DELAYS BASED ON SOFT SPOTS SHALL BE ALLOWED. r 1' I � � =-'I `� �16''M'AOLA ' � � � � � 15"WILLOW � �`� � „P / \ �\ \ I I f / , t O9 INSTALL 89.41 LF (Y 8 VC P�LE I I 1�. 11 15 WILI O \ S = 0.005 S. NOT USED. / 'CEDAR ' ' I ` Z J I \ 10 INSTALL (2) 45'BENDS 9. NO PERSON SHALL DRAG, DROP, TRACK, OR OTHERWISE PLACE _)R DEPOSIT, OR PERMIT TO BE DEPOSITED, /` 1 -116'AF'PLE g >, - 1 F[) 1 �� • f 11 ,NSTALL 62.79 IF 6 8' PVC' OUD, DIRT, ROCK, OR OTHER SUCH DEBRIS UPON A PUBLIC STREET OR INTO ANY PART OF THE PUBLIC STORM ( , '_ 2 rEDAr'l it. .'0'C:EDA,�r �1�''A/- LE r ~� '`r. / / '' �� -r38' O S = 0 5 AND SURFACE WATER SYSTEM, OR ANY I ART OF A PRIVATE STORM AND SURFACE WATER SYSTEM WHICH DRAINS ' �;" _I` \ ^ c. i I ( -"'- G - 0 0 ki �` - , ..Z'(EUAfr J ! *\ h - 12 INSTALL 19.75 IF O� /1" PVC OR CONNECTS TO THE PUBLIC STORM AND SURFACE WATER SYSTEM. ANY SUCH DEPOSIT 0' MATERIAL_ ShALL il;' C)_ '' 15'HC?LL '7^"Y`1OrLY O � j O BE IMMEDIATELY REMOVED USING H;+ND LABOR OR MECHANICAL MEANS. NO MATERIAL SHALL BE WASHED OR y I v HOLLY` �'4 CEDAR, ' I \\ r % I� 7 S = 0.010 2 I - 5 ' LL}' �,l !3 INSTALL STANDARD MANHOLE SEE DETAIL FLUSHED INTO ANY PART OF THE STORM AND SURF4^E WATER SYSTEM WITHOUT EROSION CONTROL MEASURES I1� b * �• ,+ a( ` _.._�� , O C5 INSTALLED TO THE SATIS�AC110N OF THE CITY, AND ANY SUCH ACTION SHALL BE AN ADDITIONAL VIOLATIONT6= ! 1. \ RIM = 146:_14 I CWS Rdco oo-7) y ,, - -�'� &) ECS ' f \ j = ( I�~NIS' A,1?EAr y IE 140.60 f..V � 7 � \ + •r } (� � �� ``� ..•d, � 14 INSTALL 16.3J LF OF 12 D/ j 10. STANDARDS SIDEWALK RAMP CURB-DROPS SHALL BE LOCATED AS SHOWN ON PLANS UNLESS OTHERWISE L► \ 1 /�.�C�J' ! Z ( S - 0.010 DIRECTED BY THE ENGINEER. m ! ' ! _ \ I rid �.\ J5 INSTALL CLEANOUT SEE DE.rAIt C5i 11 ANY CHANGES FROM APPROVED PIANS SHALL BE REQUESTED BY THE DESIGN ENGINEER, AND APPROVED BY ', ( ' ' I - "`- �^ I ``� 1E r 0. GRADE THE APPROPRIATE AGENCIES. COMPLEXITY OF MODIFICATIONS WILL DETERMINE IF REVISED PLANS ARE , , lE = 140.81 REQUIRED. "� INSTALL L YNCH CATCH BAS/N SEE DETAIL r 1 TO AN SANITARY W LATERALS SHALL BE OF NOTED MATERIAL AND 4"SIZE UNLESS OTHERNSE l I --"" _ _� 1 !_' 6RAT£ = 145.70 C� 2. STORM D S TRY SE ER L E LS S LL 0 U TE L ,I � h^ I I � J --- �"-`•C'. -`-- , I \` � \ /E = 143.70 NOTED, ALL LATERALS MUST HAVE #10 GAUGE COPPER WIRE AND TRACER TAPE AT 18 TO 24 INCHES ABOVE r_ LATERAL. THE PIDS 0r SANITARY LATERALS SHALL BE MARKED WITH A 2" X 4" PAINTED GREEN, WITH DEPTH Q - I / / r/ ( ; , �� �\ l Q INSTAL/. 75.33 LF OF 12' PVC OF LATERAL CLEARLY MARKED AND "SAN" CLEARLY VISIBLE. STORM LATERAL ENDS SHALL BE MARKED WITH A ` / \ \ + S = 0.010 7 2 X 4" PAINTED WHITE, WITH DEPTH OF LATERAL CLEARLY MARKED AND "STM" CLEARLY VISIBLE. �y I I rte / ( , ` ' I \. \ \ ,� �,�_� 1 !B INSTALL LYNCH CATCH BASIN SEE DETAIL 7 \ 1 GRATE = 145.71 13. ALL SANITARY SEWER F'IPE TO 5' OUTSIDE OF THE 9UILDINGS SHALL BE PVC PER ASTM D3034, UNLESS i; g �� ` '- - _ -'" `" / !E = 14J77 OTHERWISE NOTED. ALL PLASTIC PIPE MUST HAVE 3'-0" OF COVER OP BE C- .300 AS APPROVED BY 111E CITY +_� r �, � ` J9 /,NSrALL 45'B NOS & CLEANOUT SEE OF.TA/L 1 OF TIGARD. /X, , J ' I O (2) E C5 APP CATCh BASINS AN AREA RAIN` HALL BE PER THE DETAIL StIEET 3R AN APPROVED EQUAL. I OI \ T / \ I , _ \ \ RIM = TO GRADE 14. TRAPPED C B S D E D S , /ri _-, ---� IE = 141.81E 15. STORM DRAIN SERVICE LATERALS SHALL BE INSTALLED TO WITHIN 5' OF BUILD!NuS. -4 ' b �oew ' -L -- �_=:-, `- 6 I .36 _-•_ �� --_ 2 INSTAL! Dl ICH INLET SEE DETAIL C5 16. PRIVATE STORM GRAIN PIPiIJG SHALL BE PVC PER ASTM D-3034 SDR 35, OR APPROVED EQUAL. UNLESS EA- AMD �-� - / ` ` `� \, i GOA TE = 14280 e OTHERWISE NOTED. :��.-. ! 1 - c .4 I b / S /E - 141.81 AiP A VI TAP 14�.a1sw ,, / l/ �. 17. PRIOR TO ACCEPTANCE, ALL PUBLIC STORM AND D SANITARY SEWER SHALL BE TESTED AND DEO ED ,� :'\ ��\ ?1 INSTALL 84,14 LF OF 8" PVC IN ACCORDANCE WITH THE C.W.S. REQUIREMENTS FOR SUCH TESTS. PVC PIPE SHALL ALSO BE TESTED FOR r r I 1 °'"O I 61) / _ \�` �;'/ S - 0010 DEFLECTION, USING A MANDREL DESIGNED AT NO LESS THAT 95% OF INTERIOR DIAMETER. CONTRACTOR TO t ` -' �' v \ a - + ' ass'. 14a9s�-� �`4J F/Fi ` �' ��" \ 2 INSTALL 114 BEND CONTACT CITY INSPECTOR FOR SCAN OF SEWER 1 ►,. + _/.� ( „T ' y \ Ka � - /� \'\ IE = 141.24 18, BEDDING AND PIPE ZONE BACKFILL REQUIREMENTS WILL BE IN ACCORDANCE WITH APPLICABLE /' \' \ i s sru - ;�po. „� --- _ 'a�� l �' 18 FIR `� ��. ~ ,lie. \ 1 SPECIFICATfONS AND DETAILS. / OR IA r3 �0M1 �' �' / r \ tie :`' �� �� © INSTALL CLEANOUT SEE DETAILNS 4C5 ••\ \ IE = 141.40 19. TRENCH EACKFILL IN PAVED AREAS WILL BE 3/4 -INCH TO 0-INCH CRUSHED ROCK COMPACTED TO 95 _ PERCENT RELATIVE MAXIMUM DENSITY. AASHTO T-99. _ - -f it `� �' 11 / �� w •� 24 !/','STALL 15.86 LF Of B" PVC _� 47--, S = 0.010 20. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH GRADE TO TOP OF j + _ PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS 18 INCHES. .I , 'b '69Q61 l - r X f. I f / I I\ � ' �\ `• \� r ' 25 INSTALL ?2.22 LF OF >2" PVC SANITARY StWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL SEPARATION SHALL BE '` ,� , \ 1 S - 0.010 ! CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINTS. IN SUCH CtASES THE 18-FOOT LENGTH OF L,� - _ - 7`' / 1ti - r ft ( I m \ \,\ \ \. j 206 INSTALL 34.78 LF OF 8" PVC SANITARY SEWER SHALL BE CENTERED AT THE CROSSING. PIPs: MATERIAL MUST BE THE SAME FROM MANHOLE TO I - - � -_ - - ! rY _ �'_ 1� 10 -/ � � � � �, � \, O , � � ` S = 0.010 _ 28 ASh ! ! __ - N c = '/ , ' /7 - \ :� APLL 2Q INSTALL 8X8)(6 WYE MANHOLE ON THE PUBLIC SYSTEM. >tif. _ l " ' r' � � -�' 24'ibl 21. ALL WATERLINE PIPE AND FITTINGS 4" AND LARGER SHALL BE CEMENT-LINED DUCTILE IRON PIPE, CLASS - ~" , I 61 32 r -!' tr I y ` \ /E = 141.93 52 WITH TYTON JOINTS. c - -_ ••�.__ �- t / "�. _a, y r' j / O8 INSTALL 9.51 LF OF 6" PVC ', 146.9591 146.YSSN4 •1 O 1 / 22. WA FERLINES SHALL BE PRESSURE TESTED FOLLOWING COMPLETION. TEST PRESSURE SHALL BE 150 psi (AT ! 44 :� 1 -� _ ; -HUNDRED YEAR LOWEST POINT IN TEST SECTION) TO BE HELD FOR A PERIOD OF 1 HOUR WITH A MAXIMUM PRESSURE LOSS OF ,� ,t; , ?� O +46.641, ( / FLOOD PLAIN J \, \ 29 INSTALL L YNCH CATCH BASIN SFE DETAIL 7 5 psi. ._ ; I yl , � ,,rA � � 53 -_ s v -� �,� _ 2 - �--r s,A� _ GE BOUNGi4RY ':AS�- AIF = X45,95 I r ,/ �, C5 23. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED, AND 6 �' �. - {` ::_ y 141.31 AC 5d� .I ' 5� __ IE = 4J. 1 RE-FLUSHED, ALL IN ACCORDANCF WITH STANDARD METHODS GF THE HEALTH uIVISION, DEPARTMENT OF HUMAN � F = - . J f��� ', "�z7�c �w r� � 1 1/ � .�'�� �- 30 INSTALL 47,09 LF OF 8'PVC RESOURCES, STATE OF OREGON. T,V.W.D. CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY �� ,,� I ` 1� - t + t / t - - ----- S = (?010 THE CONTRACTOR INSTALLING WATER MAINS. T,Q \ 52 42 QQAn �� `� - I 46,)A e^ J �• 1�.�--- r ,/ i t'E L any -- ,; '' / ,% - ---" --- •-•-" "`- - ^`"�• -- 31 INSTALL CLEANOUT SEE DETA/LGO 24. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS REQUIRED BY CITY �3 { { -� 1117 �M / ' t--� -- F" r r RIM = TO r,9ADE �-�t.j C /'i,�/E- 46 =- •.,i�. .,; �►. 60 � --" `,� __••_ �-1 k2 J ..r.t 41----' _' STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. ` �' 48 d'11y 46.p,,, ' ► I ii _____ �� _ _. -- __ -,� - - ^i IE = 14240 BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL, BEARING PRESSURE. 4C ' g �c - - - �"� - '� 1' 're 1 47. c B TSP -r ' r N + 39k +a + I' f OF BANK , ' `" - Q /h STALL 2v.47 LF OF B'PVC 25. ALL WATERLINE CONSTRUCTED SHALL BE IN ACCORDANCE WITH A.W.W.A. AND T.V,W.D. STANDARDS. Ic ,��-- �� L 5' = 0010 t. y4&33571• C :-' �' c /l 33 //JSTALL 45'BEND, 4.37 LF OF 6" PVC 26. WATERLINES ON THE PRIVATE SIDE OF THE WATER METER WILL MEET UNIFORM PLUMBING CODE AS , {+-; ► , I / L' e HAwTHORPJ �20 ASL-; f" ADMINISTERED BY CITY OF TIGARD. T. + 1 sere ' 14�4nc ,� o! { -� f_ -- S = 0.010 I t I 1,.41 .10 14d 14.12AC 1t.11 f.76C6AC 59 - -Lzax r i 1 /� 34 INSTALL CLEANOUT, STUB 5' FROM BUILDING SEE DETAIL e 27. FIRE LINE ON THE PRIVATE SIDE OF THE DOUBLE CHECK OR DOUBLE DETECTGR CHECK, RPBP, OR RPBP 1 ' '� -'•�x I ,t9s9Ar. 6.2 143.9,AC I , +�, � v / J,' � I � \,, O DETECTOR CHECK SHALL BE CONSTRUCTED TO UNIFORM PLUMBING CODE STANDARDS AS ADMINISTERED BY ! \ ' ' , { -1s2x : ce"�otila3c(rrn•) '� ,46.mAc r n / �,/ RIM = TO GRADE C5 CITY OF TIGARD. �' V I K' �� l -%zsx \ _%2sx 51 2 i �"•, �/ 6U'ASh' /E = 142.92 L I r� 2 12 �' 26. ONE SET OF AS-BUILT MYLARS SHOWING ALL IMPROVEMENTS SHALL BE PROVIDED. /� I ; 3 T1 %'� G # 21 \„ \ F' `� r 212"AS/ 35 SD/SAN, X-ING 149.49AC 146.60AC - 1 b.2mc + 147.70AC 141.11 j - / • 147 AC -1. .• ,. I f T /E - 14 1.82 (SU) i I ' ,' c� , VAC +� 13 ,s. I �.1 � " \ `\. .•r � �1.��'HAW,HORN = 144 29. CONTRACTOR SHALL 8E RESPONSIBLE FOR THE NOTIFICATION OF UTILITY COMPANIES 48 HOURS PRIOR TO a 1 two , �'I :..2Sx ! tr - 5 \ L \ 2U;ILL'ER /E .00 (SS) CONSTRUCTION. ' , 1 - _- 2 - !b 1 �:s Ib- c p� 1sz �, 1 --- _ I ! \� \ �� 36 COC140/NATE PLAZA ORA IN 1 {', Ir.IA0 49.74AC 6a29 - - ,h \ i 30. ALL NORMAL EROSION CONTROL INCLUDING BU F NOT LIMITED TO TEMPORARY PONDS & GRAVEL CHECK 1 ca / - 44Y79 1159 18rMA Lf % �s O BIOBAGS REQUIRED BY CITY SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO OWNER (EXCEPT FOR + S70P ' Ss,,;ti;-" j' 16 • 1 \'': !Z'frYr�4/� 7 fILOE.i 3 STUB 5'FR(/It/ BU/LU/NG 1 „t,ai; 1w.) r t '� \ ` \ 12" SH O TREATMENT WITH A CHEMICAL PROCESS IF REQUIRED) I G I l r s ;.;, i :,k,. , 1 1q /E -= 143.45 EROSION CONTROL WILL INCLUDE PUMPING WATER TO PONDS & WINTERIZEING WORK REQUIRED TO STABILIZE ------------ 31. t4 OG1. -} } >+ CGM1/STRUCT B/O SWELL 100 LF ARIAS NOT ACTIVELY BEING CONSTRUCTED. *. , > sTa3Ac 1.6 - 4`% AK igrr - SI`- -- \ -� ` �h'_- -- \ - C/ , 4 AL 4 5 �3b A O S 0.005 • 1so.26Ac �. � '� _ 32. ALL WATER SERVICES BEYOND METER TO BE SCHEDULE 80 PVC OR DUCTILE IRON. INSTALL LF Of- 6' PVC z ' ,' ,, I 144 39Ac �1 -265-`C- / 11 77 3,,. EXISTING FIRE HYDRANTS TO REMAIN IN SERVICE UNTIL THE NEW PUBLIC WATER SYSTEM AND NEW FIRE , `Jt �asx' <% t 15 G , - -"" ..�fiE _ , ` \ S = 0.010 HYDRANTS ARE OPPERATIONAL, APPRC /ED AND IN SERVICE. i,`( r -.•r 17 Y ,�i' y '� 1/9.97w 1 3ssw 1s I Leox x / ~. �'^- �t►t ) 40 INSTALL 10.11 LF OF 6" PVC 1 c ? i4l.34AP ; - t?errr7 EC -- ` -.F .' i �,-- lice' WTHORN s o.010 C 7t� ,n mmj I zesr E Ls f4'! .xK 146.z9Ac ..� - \ \ \ , - I 41 INSTALL 7.28 IF OF 6" PVC GRADING NO TE , + 1 _ J'y_ MS'� ,51.24A L6b.9�dAC�'.� V+ , ,Ia2 �� '�'\ _\ ) -�'" O _ K" , /-2. , , 1N. 14a32AC 144.24AC 14) b. ,A6.22AC `1' + , -2. s � 4i� 3.9 •gar , � '\ /- � ' S - U.010 ALL ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED .AREAS OR ( , 1 r - + 4� ' ' °$ I l - \ , L7,4Sf�r,�; ' ,! GROUND LINE. , 1 Ir j ;�7 1� \ '� 1 f8 I r� l �r ~``~ ''' %� O �• /' _,, 42 INSTALL 11.25' BENT) 1 ' I ~' .+ .}+ Ib.2MC SCOP i �•. ' �' :'�•� ,''•� \ , 4' % IE = 142.84 GRADES SHALL BE TO SUBGRADE IN THE PAVED AREAS AND TO THE LINES SHOWN FOR , 1 ds �� ~^ ,� s' .: + f rrolcK �• ,� ^ �'' / / 1, I - LANDSCAPED AND OTHER AREAS. IN THE AREA 10 FEET BEHIND THE CURBS, THE TOP I I + ' �I `s1�" S. Z011 [ c ,sec y( ,.5u p 14e.36Ac 1, 1 1�� I 14z2eAc 1,52; I 14e.NA 1,6.szAc o /��,_ INSTALL X5.17 LF OF 6" PVG' 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. , I K I J 'T- S = 0010 Ib 46AC 147. C , .51 b. C _ '� 'r' \ /I^ �.,, , l TLSO.! I o , � ..149.56AC +, 1,5 \ ( / I 1 Icl, N }I _n i I r /° ` I 1 / / 44 INSTALL (2) 45'GENUS SUBGRADE NOT IN STRUCTURAL FILL WILL BE ROLLED AND COMPACTED TO 95 , , ' "` - - ,� -' `�. 54 y 44 C 3 , S 1 1 ',.I I` 9.91AC 149.62AC I 146. C 14&69 C ,+ 7 PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99, 6 INCHES DEEP. / W ! 12 y'y _ __ ,� _ / �.' 11 ,. �. / 45 INSTALL LYNCH CATCH BASIN SEE DETAIL �• I \ J \ SLI ASH O C5 SOFT SPOTS IN THE SUBGRADE OF PAVED AREAS WILL BE EXCAVATED TO A DEPTH OF J'ItC11 „ c„ �` GRATE _ 146.00 " t IV :, y,,. ✓ ?. / • ,`-7`-- , ��'4 A.�H / ✓ _ /E _ 14J 89 18 INCHES AND BACKFILLED WITH 4 -0" CRUSHED POCK, COMPACTED AS DIRECTED BY � e s / j -` f�.f, THE ENGINEER. 1 11 i [� 1v' I w,c �,, °+c / -j 1�0 C �j rT / j'I i/' �'* / t (i/�Ct, ✓' / SHALL. r } Q74c / /• ' "s / /ESTALL 142.66XS WYE_ ORGANIC MATERIAL (TREES, BRUSH RGJTS, STUMPS, ETC.) SHALL. BE REMOVED FROM I I , til � ) ' / / f _ � / / , - WITHIN THE DESIGNATED CLEARING LIMITS. STRIPF!NG SHALL GENERALLY BE 9 INCHES 1 tW I i_ 5�� D f 1 \ r , / .� 7 44� INSTALL 45'BEND & 8.65 LF OF 6 PVC BUT MAY BE DEEPER IN WOODED AREAS. STRIPPINGS SHALL BE REMOVED FROM THE ( , I WA,f / a\ ll j / ! �,. n Ditch W1 1 7 f' /'��C� --" - S _ G.010 CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. + 4� l 4, /';L%j�` / / r i i' ` \ ' ' ` 1 7 + o ,� PC> r -✓ IAWTh ' "CTuSTER S) 19 .rr ,,�/ v ` }, A�';'' I O INSTALL LYNCH CA TCH BAS/!! SEE DETA/! T THE IT FROM I (4i 1 .1 �� S ® 1� �' <1 �' i' % , 1 GRA IE = 145.50 CS ADDITIONAL MATERIAL REQUIRED .0 FILL E S E SHALL COME RO THE BORROW I _ AREA AS DIRECTED BY THE ENGINEER. THE BORROW AREA SHALL BE RESTORED AS / �� _ ! I 1 /­`- _, - r. • % �..,,.... ,/ , J r �/ 7 J IE 142 75 DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER, ��, I i / ,c / �-`.x . ) r r•°"'` - r:;�: /r (� '� 49 INSTALL 18,36 LF OF 8" PVC 0.010 PERMITS REQUIRED TO HAUL MATERIAL FROM THE SITE SHALL BE OBTAINED BY THE , % i ' 01c9'YYIL'zow CONTRACTOR FROM THE COUNTY, STATE, AND OTHER AGENCIES AS NEEDED. ALL ) t , / / __. .• / 1 ,7, r % i / f.'' � ' �J (, �. , \ �) �, ` 50 INSTALL WYE ® CONNECTS FLAGGING AND TRAFFIC CONTROL REQUIRED SHALL BE PROVIDED BY THEpt CONTRACTOR + h / 1 / i % •� -'I+� / r ;'/ / , \ 51) INSTALL 18.13 �F OF 8" PVC T r I .ti, ` f- - _ = / i •' % , r ,' / ' `'' _ ~';;; ' 1 4 1 ` 16''45"P'1 ` \ /' _ Y / !b AL S = 0.010 CONTRACTOR TO BE RESPONSIBLE FOR DUST CONTROL DURING CONSTRUCTION HOURS. ' j / tth. ,,F r /'/ ,.. -_�f !r ,/ LUtR i CC5)/ !! 52 INSTALL CLEANOUT . ETA/LCASh = RADEIEE O ' 1 1 / J /lJ' ,, y19� �;: �y„�� _,__�•1'ti� ( i � �,�!'� ti-.z_ _�•+e- :i: •tf- - _ ..�,' ,� ~ E = 143 4(J NOTE - - �v OF 6 PVC E I ?� � � ' 4.OaM :1� .. � �f t ,� , - �U-'Lt'C'C.T� �� �• ,. -,L_, -7c%�!-�1F�-.tee.. ...-•�..+��: - � - .51 !F • � /N 4 ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOI LOW RULES - _- �" - 1 % `7 ss Aon 9 .. 53 r - -- .. .' LOW - ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER, THOSE RULES ARE SET 54 INSTALL STORMWATER OUTFALL /N FORTH IN OAR 952-001 -0010 THROUGH OAR 952-001 -0090. YOU MAY OBTAIN �� ACCORDANCE W/DSL WE'TIANDS PERMIT COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232- 37. I- YOU GRAPHIC SCALE 55 INSTALL wrF & 45' BEND 59 INSTALL 5252 LF OF 6" PVC 62 INSTALL BACK WATER HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL VENTER. YOU 16 30 00 1!b S = 0.010 VALVE 56 INSTALL WYE & 45' BEND MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN "0 - - 60 INSTALL 52.52 LF O'- 6" PVr BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL_ (503)246-6699. 5O INSTALL L`INCH BASIN s = 0.020 NORTH ( m rW R/M=146.60, iE=145,90 C6 1NSTALL FOOTING DRAIN PIPE 1 inch 90 ft 4' PERF, AND DRAIN ROCK INSTALL L YNCH BASIN (FLA T GRADE) RIM=146.16, &=141.7.? Architecture Reviaions Late llrewing"l itic roan 15 May 2003 Planning � STORM DRAIN Project No KURAHASHI 2100 �E,+a, &GRADIN(► NI AN New Tigard Library romolNtPr Neo No � 11,64 ��- i �� Interiors Chfl Engineering - Mater Resources 2100 Environmental • Surveying I ORFro Construction Documents LAndscape Architecture - Planning Drawn moi���, DmwivgNo °��• 15580 SN Jay Street, Suite 200 IP 2 Tigard,Oregon BA i oa [� g ®03)844n8842go�tax9�{503)844--9731 006 Checked by 621 SW Morrison St Suite 2191 Portland,Oregon 972115 3994 '1503-222-1917 1;503-294-0272 F arg("rgpart»ership cum p - �?' (� C260 A Hell Blvd 13500 o= PLM2003-00223 2 of 4 NOTICE IF THE PRINT OR TYPE ON ANY I L III III III III III III I I III III I I: I TI I�1 ISI I 1 III III III III I I III I I III ill III III III I I III III III III III III III I I III III III III III I I I I I I I I I I I III III I I I l I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 Ill I _I �1 I 1 I 141 I 1 I I I I I I I I I -- 6 _. i � 8 � 9 ( lU I 11 12 IT IS DUE TO THE QUALITY OF THE _ _ Nu,3e e•-f,�-�••• �,.y,, ORIGINAL DOCUMENT - r I�If �Ill�llll l�llll►II IIl�lllll /III /III /III ILtill-I�)U�IIIIII III1111I1 IIIllllll /III ILII /III /III IIIIIIIII IIIIIIIII IIIIIIIILlII! /IIIIIIIIIIII /III /III � �1,- - T �_- 1 1 �� T� T��,I SIDEWALK ADJACENT TO CURB 18" CAST IRON 910 12" BEHIND SIDEWALK VALVE BOX TOP OR BEHIND CURB WHEN NO SIDEWALK BREAK FLANGE --SIDEWALK DOMESTIC Doue�E3. PVC HUB (AST'M 3034 SDR 35) 1H. ;tp .T DRIVE INTO CENTER OF RUBBER MIN 1 � MIN. CHECK ASSM SLEEVE AFTER SLEEVE IS PLACED 2" OR 1 1/2" 24• MIN IN HOLE. METER 48" RETAINER GLAND , 1 1/2�' '/4" DRAIN ROCK } \f .J� yj 1 �•_ r ,•r: PIPE INSTALLATION R'! DOMESTIC 2. jTAINL�55 STEEL BAND (9/16' SERIES 300) TAR PAPER (MOISTURE $�1 'f2 ? i ts„`Gc';-T's- 'e r• r` PER UPC `" y -y. PIPE INSTALJATION ( PER UPC T. U S H A APPROVED SECURES UPPER HALF OF RUBBER SLEEVE TO THE ;} - 6" DUCTILE IRON PIPE - { ...•-� `° �� LADDER W/APPROVED •1 �. THRUSI"BLOCK , RESTRAIN ALL JOINTS W/ EXTENSION AUDER O HAVE CLEAR PVC HUB. �' AS REQUtkED ti "FIELD LOK" OR EQUAL GASKETS _ " ,"'� ';" " .CCESS FROM VAULT DOUR FLOW "MIN ;1 •' ` 2 FLG X COMPRESSION ANGLE ----- --- - STOP (FITS 1 1/2 APPLICATIONS) FIRE DEPT CONN 7 IN _ SPOMNI RETA RETAINER GLAND OL FLG x PE CAL _ v PER NFPA 13 CHEt'K i 6" MEGALUG RETAINER -r�f � (LOCATION APPRU 'ED VALVE � '.fir�.'� °T'' MJ X TAPPED BY FIRE DIST) I , 1. COMPLETE RUBBER SLEEVE (ASTM C-443) GLAND (EBAA IRON) ` 2" TEE > FIRE LINE INCLUDES A MOLDED SEGMENT THAT HOLDS CONCRETE PIER `_ " " " PIPE INSTALLATIO FLOW IT IN PLACE. BLOCK 6" GATE VALVE 2 TYPE K PER NFPA 13 PIPE NSTAL.LATION FLG. x M.J.. COPPER PIPE +' FLANGE - ' PER OITY STANDARDS COUPLING 8 12' IN SIDEWALK WITH PLANTER 2� ADAPTOR MIN _ i `THRUST 'LOCK PUMPORDRAIN M.J. x 6 FLG. TEE STRIP AT CURB 0 PLAN AUL?8UMP DISCHARGE ISCHAAPPROVGETLOCATION 3"\ SIDEWALK I - MAIN LINE -- '1 •f" M//V. BREAK FI-rNGE COPPER BENDS 18 38 LADD1672 ER FX ALUMINUM N UTILITY VAULT AU TCOION -DOUCHE9LE ASSEMBLY EJ " MAX. AS NEEDED 2 \ J •� ACCESS FROM VR EQUAL* DDER AUL fTDOOARVE CLEAR {�r �. COMPRESSION CORP GRADE RAIN TO DAYLIGHT ' 2" MDPT X COMER IN NOTE: ''�'�'` y1,�i;• '%��.',I °' :' 'i .'4 r: _ -- (SUPPLIED BY VAE CITY) 7, _ • ' d SEAL PIPE PENETF ATIONS WITH 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 '/4" ,,,� OUTSIDE STEM 3" I / NONSHRINKGROUT(TYP. A AND YOKE �" M11J CLEARANCE WATER TIGHT SEAL MUST BE MVO 3 PORT - TWO 2 1/, PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: GASKET (LEEN POSITION)' ACHIEVED.PIPING SHALL NOT BE A. OIL RESERVOIR SEALS DIRECTLY IMBEDDED IN CONCRETE B. BRONZE ACTUATION NUT (TYPICAL) OR MASONRY,PER THE STATE OF C. BRONZE SEAT RING OREGON PLUMBING CODE. D. WEATHER SHIELD CAP NOTE FLOW IL E. SAFETY SLEEVE COUPLING • e o. 1. CONTRACTOR TO INSTALL MJ X SAPPED 2" TEES AT 90' ANGLES TO METER .: GATE VALVE F. THREADED NOZZLES WITH "0" RINGS BALL DRIP ` 12' M!N CHE4K VALVE RODENT LOCATIONS. HORIZONTAL & LEVEL, VALVE(NE G. NATIONAL SI�ANDARD THREADS PA 13) 36' MAX. PUMP SCREEN NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. 2. SAFETY CHAINS TO BE REMOVED. 3 HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPRGVED 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATIO'd STOP TO BE 2 PIPE SUPPORTS - ; INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN V;/CORPS INSTAL,ED).BY TO FLOOR BY DISTRICT FIRE MARSHALL. A CINCH ANCHORS. • PROVIDE 1"DRAIN BACKWATER 4. HYDRANT Tr BE INSTALLED TRUE AND PLUMB, (TYPICAL) VALVE(ACCESSIBLE) TO DAYLIGHT SUMP 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. ELEVAI ION PUMP TO APPROO VED LOCALON 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE:. POST TO BE PROVIDED. 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION FIRE LINE VAULT, VAULT DOOR, 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED DOUBLE DETPICTOR UTILITY VAULT BILCO unified BY ENGINEER. CHECK SIZE OR EQUAL OR EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED A T HYDRANT LOCATIONS. ' 4"-8 810-LA CHD 11A4 -CITYENGINEER i. I I�SER TA--TEE SdWel'�B _ e"8 LARGER BY ENGINEER BY ENGINEER I APPROVED EQUAL A°PI =Dr. a9Y NO SCALE Dal+ NO SCALE --- `-- _ RAWING NO. 190 EN G DEPARTMpIT AGMN j FOR LARGER FIRE LINE SIZES CONSULT WITH CITY CROSS CONNECTION INSPECTOR ,INS at NOL a\o. aTr�,m, FIRE HYDRANT DWG. N°. o+aNEE14NO DEPARTMENT ,,, ASSEMBLY 54� 1125 tt� AQMany N""'m`ENAs 2' dC 1���2' °wc. "°• COMBINATION FIRE SERVICE VAULT ', s �`.,„ WATER SERVICE any..low f '"-'�" a,< an FAf4 =76z wutc« 1t1Ys rj2 AND DOMESTIC DOUBLE CHECK tllltl.. APPOOVAL DAN 2 3 ¢ CL-ASS „B„ CLASS ''A" rt , Ju 6" TAPPING VALVE- f 12"X6" MUELLER H-304 TAPPING SLEEV SURFACE RESTORATION /- MOUND EXCESS NATIVE MATERIA ` I FINISH GRADE18" CAST IRON 910 OVER TRENCH TO ALLOW -t v r- -- �-1 EXISTING WATER LINE ----T _-_'VALVE BOX TOP AS SPEGFIED FOR SETTLEMENT t • ; 1Jt �' n"` r - - -------- PLUGGLD TEE PLUG L� CR^' , BEND PLUG OR CAP 6" DI J °ey0'.•.QO • •' , ° 18" . . .. ° . . TAPPM DETi4lLS N.T.S. 1" SCH. BC STEEL PIPE SHAFT 2" SO. OPER. NUT OR 1" SOLID STEEL ROD -2- , UNDISTURBED EARTH-2-UNDISTURBED-� -�� �_-COMPACTLU NATIVE EARTH LATERAL PLUGGED CROSS TEE -- - MATERIAL-7C- 1/8" MINIMUM 3/4" - 0 CRUSHED .., 1/4" MAXIMUM ROCK CONQRETE THRUST BLOCK SCHEDULE 6' MAX. CLEARANCE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) " • \ '� FITTING SIZE (INCHES) ,PUGGED CRO SR BEND 2 21 L• 1BE BEND 8 �- ROCK GUARD 1,'4" STL. PLATE 4 01.9 01.3 TO BE 5 3/4" DIAMETER ,. -". °•. W/HOLE IN CENTER TO ' h•\° 6 04.0 02.1 01.3 - ACCOMODATE MOVEMENT 8 07.1 03,9 02.0 01.3 OF SHAFT ° •� °• . ,,"• V ° 12 16.0 08.8 04.5 02.3 SUPPORT COLLAR WELDED _ 2 1/2"x 2 1/2"x 3/8" LONG TO SHAFT Z/4" RUSHED ••• 4,P 's a °• 1/2 PIPE O.D. 16 28.4 15.5 08.0 04.0 STEEL FLAT BARS PIPE ZONE `A ° ° .4 PLUS 6" 24 64.0 34.9 18.1 09.1 .+STM 3034 PVC PIPE 0 0 8° onp o o �P o 0 80 oBYj ABOVE BEARIN,i AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN 8 o 8 V ,,p 8 0 8° ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 3"x 3' x 3/8"x 2" LONG o `b o° o 0%P�0,-T�po�"'o° ° COMPUTE BEARINC AREAS FOR DIFFERENT TESD PRESSURES AND SOIL BEARING STEEL SQUARE TUBE 3/4'-0 °0 8o O o �� C C ug o' 0 0 0 0 STESSES, USE THE F611-('1WING EQUATION PIPE o 0 0 0 0 0 0 O 0 D 0 0 BEDDING o� C� 0��,0 00P 0 0 0 0 00 0„_8�o°o BEARING AREAS (TEST'•RE' L,:E/150) X (15O0iSOIL BEARfNi MESS) x (TABLE VALUE) pj 00 00870 0 0 0 0 0 0 8 08°00°8 80 0 0 0 0 0 0 0g o`8 �80 NOTEE: o ---- ° r� ° 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 2. CONCRETE THRUST BLOCKING TO BE POURE% AGAINST UNDISTURBED EARTH. 1 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS : e.g, 15 INDICATES 15 SQUARE FEET BEARING 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AREA REQUIRED. NOTE: 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS 1) EXTU") 2" NUT TO WITHIN 18" OF FINISH GRADE INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE FIN157HED GRADE SPECIAL PROVISIONS. 8. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BEARING AREAS AND BLOCKING DE TAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE FEET. M1•aoND�' NO SCAIF_ AGUSTIN P.DUENAS OPERATING NUT TRENCH BACKFILL - unified A�ar. __ "° S°'� ENpNEDt1NC OEPAhTMENT � AW. L31U ar.MMI 0.w. DWG. N0. ENaN�aO DEPARTMENT (` EXTENSION g ,7170 aM M1ll�� STANDARD THRUST DWG. N0. "°""°101884-7W°`�"'°'�' 505 DETAILS sewerage �'""'�' '►x° MARCH IIi9e �' „>� �„ BL= X °TM MPIIOVK DAZE agency ayy A ►AlG N+-77°7 -- umB AR DRAWING NO. 280 J Architectwe Revi7ivna Date Drawing Title 15 May 2003fI, DETAILS I. GENE' Planning KUIZAHASHI Fru;eclNo Hall Blvd 13500 robs New Tigard Library 21� PLM112003_00223 & ASSOCIATES, INC. � "� �`_�--- 3 nl 4 RECON InterlOTS : Construction Documents Lan cape En gineering • hater RPsowreg 2100 ti Landscape epe tal -e Surveying Planning �� fOty t8.Xq3 OZ I>kawing No (•' Environmental Surveviclg DmwnhY K. Aar 165STW, Jay Street, Suite 400 Tigard, R Bea:.vc:rtononOregon 97008 Chocked by 621 SW Morrison St Suite 2(X1 Portlerd,(hregon 97203-3894 'i 303-227.•141'1 F'507-294-0272 I:srg(u)srgpartrlor0hip.cYnn Oregon (503)844-6842 tax. (503)844-9731 C6 �.v NOTICE IF THE PRINT OR TYPE ON ANY I i I 'I 'I if lip III II III IIIILII-I II I I III I1 E111111111111111 _ III II qI I IMAGO IS NOT AS CLEAR A5 THIS NOTICE, $ UL� jd L j � C IT IS DUE TO THE QUALITY OF THE No 30 a - �,. . ORIGINAL DOCUMENT IIID IIiI�IIII ILII ILII IIII�III�IIIIIIIII Il 111 1111 II►) IIIIIIIII�IIIIIIIII�IIII III►�III�IIII�III�III�IIII 1111111�IIII�I �I�II�IiII IIII�IIII IIII�IIII�III�IIII�IIII�IIII IIII�IIII►►��►III IliIIIIIIIIII!�IIII�IIII�IW� �ull llllllllla- lllllll�ll�1Wll11lu�L�IIIIINII STREET SIDE CUSTOMER SIDE OLIISIJE OF WITk;N PAVEMENT PAVEMENT ___ LADDER � ITEM QTY _DESCRIPTILf4 1 2EA 4 X 3�FLG X FLG RED a 3• FLG GATE VALVE - ---- -- ISM OR - NON-SHRINK GROUT '• � ,�- � 2 1 2 4CORP• FLG GATE COMP/COMPVALVC MATH HANDWHFEL- LOCATE FRAME AND COVER --- - STANDARD CAST IRON OVER LEDGE OF AT LEAST `^ I 1 ------- �,, AND - 12' IN WIDTH 18' C QST IRON 910 BOX - v" 2 3 2 4' D.I. SPOOL FLG X P.E. STANDARD MANHOLE 1 PROVIDE 24" B Y `�' yrs THIS END 5 7 I S 1 4' RETAINER GLAND GRADE RING 4" THICK CONCRIETc ,;• s ' !,•: - 1 8 5 2 90' SWT X 3WT �•--� .' ,•: 2A i I 7 7 1 2' TYPE 'K`COPPER PIPE PAD (SEE NOTE 4) _ _ B' 3" /� ,•.f�'� �• ' � � �� - -..._ - „ � - - ------ ._- ---- 8 1 2 COUPLING COMPRESSION �•� i��� r ,;e!• •'• 4" MIN. - i I, HAND TAMP BACKFILL ti t UTILITY VAULT 875-WA-730 1NTH OPEINiNG ►� J/ 0 AROUND IOP SECTION r12" MAX. ( I n FINISH GRADE' -� ,a.•, ►•� r,- - q I I _� FOR BILCO DOOR A-3A1. AND OSHA ►•s. / 7 ASST IRLY 10 1 OPTIONAL SNIP PI IMP 'GRUNDFOS' ••'• ••••• � 2-0' _ i. BACKFLOW APIMtOVED :.ADDER SEE NOTE NO. 1 \, I MODEL 'THE BOSS 200' 1/3 HP STA•;(LESS .. •j`. T' WATERTIGHT PIPE PLUG \ :I ^}i Q .� 8 STEEL SUMP PUMP WITH FLOAT SNITCH _ " WITH STOPS (-� T A 1 AND 1-11e DISCHARGE f+WSC. PIPING FOR ..A N. 'r� MAXIMUM 27" FROM ll,�dd SET FRAAE IN NON-SHRINK 6" ASTM 3034 PVC �-t - I 1{1RUSTJ 1•_;^ DISCHARGE WITH MUNE CHECK VALVE •••, .•;1•• TOP OF RBST STEP- ,'GROUT 11 1 ?IPE STAHO STANOON PROVIDE 3/4'-0 FORA TO TOP OF CASTING •'a:�;• MINIMUM OF 6" AROUND NGTES: _� -GRADE RINGS (2-,4',OR 6") PLAN .•?y - CLEANOI T SET IN NON-SHRINK t�rOUT �- OPERATING NUT EXTENSION SI•JPE GROUND AWAY -MANHOLE TO CONFORM 1M1H ASTM C-47a • (SEE DETAIL NO. 505 FROM VAULT DISCHARGE TO CURB OR -ALL PIPES ENTERING OR EXITING SHALL BE WATER STANDARD ECCENTRIC 3' / STORM DRAIN • TIGHT . - 3 CONTE ,.i •r ti: -04ANNELS TO BE 3/4 VERTICAL HEIGHT OF • 1 • PK-SMOOTH FINISH ' (� r ^'i,4;m+n;.T• r '•`'• •'••.• -RAM-NECK OR KENT-SEAL TO BE USED ON ALL ; * 3'_0" . NOTES :�•. '. MANHOLE SECTIONS '- A 6 -RODE DROP 4AXIMUM Y FOk SANITARY AND 4' ••:7, • �BTORM W ATICAL DISTANCE INVERT 10 A MANHOLE SECTION 1. SEAL ALL OPENINGS IN VAULT (VARIABLE 1'-4') JL --MINIMUM HEIGHT OF STANDAAO TO BE S' - MATH NON SHRINK GROUT. �� �i • ♦ • '- 1. :i�• \ . • -SEE ORAWINO NO. 100 MANHOLE STEPS 2. ALL COPPER PIPs SWEAT JOINTS, ~'•• �'`•Z `::!. '1''T` • • • -KNCO(OUTS TO BE USED 7IHDi STUB WT PIPE IS �• I L Y OR LESS • •• �;. %/�����!�*f,"� �/f`�'' ---�^" INSTALL CONCRETE BALLAST 3 CY 1 N O TES:S. `.;�,\����. �;\ 1�,�\�\ _ MIN AhOUND BASE OF VAUL i IN AREAS WHERE FLOODING OR HIGHT GROUNDWATER .:�• e' 3/4-0 COMPACTED 1 ' - ,�,• ^� 1) VALVE BOX NOT TO REST � � � Ex15Ts ,�t.1•t•. A•.�. a p• 48 MIN. ON OPERATING ASSEMBLY. I N TZ RIG, LEVELING COURSE ELEVATION " 'O DAYLIGHT OR 2) OPERATOR EXTENSION W 1' MIN. FROM TOP OF W �•. • • FOR MAXIMUM PIPE ''/FT. SLOPE 1 PIPE TO MANHOLE REQUIRED WHEN VALVE NUT INSTALL�IIbP PUMP CONCRETE ENCASEDJ SECnON IS DEEPER THAN 3 FEET 24" 3/4'- BOTTOM OF WYE 4•-0 P FROM FINISHED GRADE. FOR PLASTIC PIPE- / 3) CENTER VALVF BOX ON AXIS OF OPER. NUT. 12' OF 3/4"-0 COMPACTEDiM �. ._ lE�•'.:�°.• 4) PROVIDE 24" SQUARE BY 4" THICK /J BASE MATERIAL }�• T ..'r•r._ ti' : I CONCRETE PAD AROUND VALVE �- 24 NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND •"i BEND IF CONCRETE PIPE ,' , , MINIM BOX OUTSIDE OF PAVED AREAS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD ---- - -- J41?ff TRENCH unified ---- unified ,. Kr •..,. STANDARD CLEANOUT sewerage STANDARD MANHOLE UfAW- sewerage AG„" DUENAS "° �"`� agency agency E>&r DEPARTMENT IXTM 1 TYPICAL GATE ItalLa,r r1aa� 9 •T I 1IIx!&W MML aw DWG. NO. DRAWING N0, 150 DRAWING N0. 010 _ %" "" '"' VALVE 503 ` rAw �T91n MARCH LBBB Qty W ArROft CAN W 1s1Ar r KIA�N� �irw7� , 2 07 0�WW S�o�y� r itf�0�e••.Ml.••w....................tl� alA Mals_ .�. Jr NOTES: 1. Cornstruadon wt(hln Publlo rights-of-way must be Performed by Ibanead oontm tors. 2. The customs,shall ocmpI with all federal,stats and local laws and regulaUDrts,as Wen as laws of nsptpenos, oorlow ring all sobvides In the Aolnity of VW UtIMt)/s pelt lines arxt . r, 3. The customer provkgnp tlne trench shel be responsible for notfft the appropriate utlllty no4111c�1on w"er prim to e)aonvafbT1. 4. M19 olmtorrlp Ill provide, W V%xA cost to the Gas L;omp rly, all dC• +4o Avey and easements as downed necessary for ft kntahadon of feallftlro for s;Jp AV pas servioe, and provide free wasss at reasonable Intervale to maintain the ooniktulty of such servIm. 6. AM other LONtles must be contsoted for approval or)ofmf trerwh usu prbr to oonstruodon. a. The Vww)h bottom shall be smooth and dear of debris. 7. Sand paddrq under udNee vAll be required over rooky areas. 9. Oktw utifte MMM be roalod and baddlNed by tree oustomer wfth 12 Inoll of orxmoned badQ1M prior to ft htaWNlbn d pea faciftes. I A A 9. DRDh WAdlh and depth may vary from the above standard dsperdng on eW wKft number of durI to be Installed by es l utlNy. Coordnate with a u1MRy fleld ropreaenMtive for final treloh dimensions. T.ow"edeassee fv Mw Naterer L INLET _ OUTLET SEE URAWANG NO. 260 FOR FRA•4E AND GRATE A A INSTALL TO ,INSTALL TO �lJ \ a �E-- --Dow- 0 DITCH hY NOTE: USF LYNCH CO. INC. CA7CH BASIN OR ENGINEER APPROV7:D I PLUMBING CODE CITY STANDARDS �_ �- 11'4/NV 60'MAX --�f PLAN SPECIFICATIONS: - 12'ANN. Tr- - ALL WELDED STEEL CONSTRUCTION I - PROPERTY LINE - 10 GUAGE STEEL MIN. TLHICKN£SS -- 2" THICK 30,000 PSI GRELY IRON L HEAVY DUTY CAST IRON GRATE >r z (TENSILE) tl -- I - COATED INSIDE do OUT W/ASPHALTUM r z T- PAINT11�! p- - --- --1 -1 f STER1 y , B PLAN s-7/a" ---- - -- - -_ - •,►,. 5.. 1 z" : 'I'` M AX 30 :, o STANDARD CAST IRON GRATE _ UOLAND AREA .•'� PARKING AREA �-n•�- A .'•c STD MIN 10 :V v - - --- - --- 2E'AdN. TO R£VEL�TAIFO ' A'STURIED AREA I p v -- - -------- -- -- '1 ' REMOVABLE WATERTIGHT CAP ,�- SEALED CLEANOUT W/ REMOVABLE TOP � •A -' DITCH ' ' / COVEF, OR CAP TG10 or S 4t.E 6"A�Rl� �W - OSHA APPROVED LADDER _1�_`---`-�1 ;y •. BOTTLML W a WITH ALUMINUM LADDER EXTENSION - -- /S17/VC Q401AV0 OBER PPFF --PLASTIC OR DUCTILE IRON In x , j IhKE7 /0'X !0' A i-- GRATE FRAME z F_L4YIL_ .O"1 FT FL_Y� MAX. - MAX 7 L - ---_- _ �CIA55 50 RIP RAP ' N 1 F = Q 9 � PLAN INLET OUTLET ,A - ' e o STANDON PIPE STAND L "� �• •, m i _ _._.- ---.---__----- � SEE FORT INITE 8 AND LARGER CREFX PLAN VIEW GRATE FRAME n l L+, > EARTH BERM (OPTIONAL) / ►. m �- �i`�s\v• - 90' BEND FLG. •.. 10 o lE 139.75 ,a• 1 -SECURE TO MH WAL! WITH •o. � � '.,pl -- � �i OUTLET CO.IAR FOR NO-HUB CONNECTOR 1?.��nN/� .;1�.�{,F�,�i •, „•:;�;;,.,� L �:., STAINLESS STFE!_ BANDS i r 6" D'A. (UNLESS OTHERWISE SHOWN) QPAt LTR MAX. FZOLYJ �'� C /� "�'' O f ''•: 36" •'i , • -'a d 2" -DISTANCE VARLABLF. 12" MAXIMUM i �' \ � �'• `:^. %'•`„ 73.75 LF OF 12 PTC (MIN 2" WIDE) AND 'o .b• .a -'1 ( ) L£L'£L /E=1J8 y'• i' 112' BOLTS e u USE APPROVED COMPRESSION COUPLING - SPOOL FFj,i;•;fr•:P. 2'-0" 2'-3 3 8' FOR SHALLOW IANE-RTS LL�� --- - LENGTH VARIES c -MH DIA TO BE DETERMINED BY sl' 6"�•. --�e" e"�---- O wv T SIZE OF OUTLET PIPE 6" UTA UNLESS OTHERWISE SHOWN - 2' SQUARE MIN. 1: e p ( ) - -- 8' CONCRETE SLAB MAX :�', 36" MIN �, 4"-18' PIPE 60" DIA MH SECTION A-A SEC LION B-B ,- --E4 '-" t 4" LEVi1JNG COURSE MEILAMD ARIA SIP �.�.. LARGER THAN 18" PIPE - - O o0 7E X3/-4" CHRUSHED ROCK - EEEE I_rl i-a PPCVIDE SPECIAL DETAIL NOTES: DRAIN SE NOTE 5 S NOTE 6 :+ `*• v SLOPE PER PER FOOT "' `' 6" DUI. (UNLESS OTHERWISE SHOWN) MIN. B F. SIGHTED TO DAYLIGHT - 5 �'i - • DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 a S gp �Np M F---- WI BTHR M J. - -I 6'01r RF RCP • :'. , :,, ! D APPROVED COMPRESSION COUPLING < P� •.'•,:. ';.,;•�yy,t{�f.•�,:�••,i'••e;.�. '�,iay.� 8" OF 3/4' COMPACTED BASE MATERIAL +v iH UST` 9LOCK SEE PLAN FOR PIPE SIZE ELEVATION AND MEGA-LUG RETAINER SUMP VOLUME REQUIREMENTS DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOP A.PPROVEC SOUARF. OR ROUND I- --) NOTES: GLANDS O'X /0" SECTION A-A SINGLE FAMILY RESIDENTIAL 3,t CF/ACRE PRECAST = MINIMUM WALL THICKNESS TO BE 5' PLUG - t 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOGTION APPROVED BY CITY 1 cYAsx 50 RP RAP MULTI FAMILY RESIDENTIAL_ 22.0 CF/A(RE REINTORCEMENT TO BE REBAR MEETING ASTM A615 GRADE ,U OR WELDED I.F. GI'/EN HERE ON PLAN r 2. REDUCED PRESSURE BACKFLOW ASSEMBLY SHA'.L BE INSTALLED HORIZONTAL AND PLUMB. COMMERCIAL/ItJDU:,TRLAL 94.0 CF/ACRE WARE MEETING ASTLI 1,497 J-- -I 3. <r L CLFARENCES APPLY TO OUTSIDE, IN-BUILDING, AND VAULT INSIURE ATN4 - 5' ACV. CAST IRON SOIL PIPE MATERGIL 4. TO BE INSULATED AND/OR HAVE A HEAT SOURCE TO KEEP ENCLOr,URE AT 40F (NEPA 13-4-5.4.1.1). GnOUVO WYE SITE AS SHOWN 5. ENCLOSURE SHAI.L INCLUDE A BORE SIGHTED DRAIN TO DAYUGHT CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE SEE DETAIL 557. SECTION A - A 6. 4" 3/4'-0" COMPACTED GRAVEL LEVELING COURSE .00 �� -- - o 7. A BILCO DOOR OR OTHER APPROVED ACCESS SHALL BE PROVIDED. 1.? ��JJJ n 8. ALL ASSEMBLIES 2 1/2' AND LARGER SHALL BE FLANGED /C' WATER QUALITY IInIfIdK� unafied "LYNCH" TRAPPED METAL CATCH BASIN 0 n ALL STRUCTURES TO COMPLY WITH LOLL BUILDING CODES. 1E+1 Ta DITCH INLET 9 11 OPENINGS IN BOTTOM OF VAULT BI BE PRE-FORMED KNOCKOUT! -- -- - _ --a� S1�'UIeI!r8 a �T�� 11 DETECTOR METER TO READ IN CUBIC FEET MANHOLEQO agency agency RAWING NO. 515 DRAWING NO. 2.50 5 6 8 f�iGl)1tCC1ll1C �-- - -----Y --------- Revisions Date Drawing Title room16 May 2003 ;; �5,� UTILITY DETAILS Project No r4', ,� Planning TigaT KURAHASHI �,'°'°'� �New 1= Libraryu Hall Blvd 10223 8c ASSOCIATES, INC. 2100 � � 11,6n7ti � PLMzoo3•ooz2:1 ln1eT{O>x Landscape Architecture PI•mnin 1 %�•-' 4 of •L Construction Documents LanCiviEngineering • Tinter Resources 2100 I P g Ih1Lwn b L N / fhnwml No Environmental Surveying IP e� Jut I,is %1%1/O16580 `er Beaverton, OregonW Jay 9'1008 oils 200 Chocked by FriO`' Tigard,Oregon (503)844-8842 tax, (603)644-9731 6A 13 b' C f t 22Q3 es 5 fi"lel SW'Morrison.St Suis 2(xl Portland,(lrcgvn 97205 3t19a 150.V222-19117 f 503-294-0272 f erg/u1r,Tgpattnership.cum NOTICE IF THE PRINT OR TYPE ON ANY III �I III III Ili II I I Ill;llt III I IIIIiII II! 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