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HomeMy WebLinkAboutSummerfield Phase 1 . _ _ T. : A B C D E F G H ' 1 NOTE: I. ALL WORK SHALL BE DOII�E IN CONFOI2MA►.)CE WITH THESE PLANS AL)O SPECS F►CAT►OIJS WHC�i ACCOMPAIJY THEM, A►JI WITS-I THE UIJIFIEi) THESE AG€L CY STANDARDS. 2U EVEtJT pF A COIJFLICT 3ETWEEN THESE PLAL S 4L 1 SFECIFI CATiO►J AL) THE U•S.R• STAUORRDS, THE 0, S. A. STA►•)DARO S SHALL TAKE PRECEEt.)CE, 2. 00 ITEM 02 PHASE OF WO2K SHALL BE CoOSitoEZED COMPLETE UOTIL ACCEPT% RY THE U.S.A. AUO THE OGI)EE2. 3. AU. T2EIJCH BACKFILL MATERIALS AND METHODS SHALL 13E 10 COI•)FORMANCE WITH U. S. P . STA )oAROS 4. ALL PERMITS AS)D LICEb)SES 13ECE SSA2Y F02 P2O SECUTIOIJ AiJD COMPLETIOIJ OF THE WORK SHALL 13E SECURED AND PAID FOR BY THE COL,ITRACTOR P21012 TO COM- ME►J CI.)G OF COL)STRUC.T I O IJ- GND PiPE /o fso Fo•e. S.T►�E LOCATION OF E%IS711.)G UNDERGIZOULD UTILITIES SHOWIJ ON THE PLANS IS FOR , fa n�N ruZ Co -enc-t-' • INFOI MAT'IOS.) ONLY Ati)D IS NOT C,UARA►JTEEiD TO SE ACCURATE. 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DATE .�;'� .. r.. �• :��.- l _,„ Y' P9. DATE S905 tiiw. CO IrMICRCLAL STRI T OF 3 S N TXGARD. OREGO1 97223 REFER TO TRACING FOR LATEST REVISION /j/ /'0/y� I I I 1 • 1 I F G H A B C D E ot ■1�' , C4-7.2$oar-ux •r illQIEL:rill—..•.:.-n::rin',m miM"iamnu �ll�ollliiiir7�r11i�n.. 'imm minsinimii rril�� mHinte■ iiimiimina1��miDIME1 r• �«-mow, - :. 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OREGO\ 07223 3 REFER TO TRACING FOR LATEST REVISION �—•`-"�"'"�" `"—" / • I I I I 1 I 1 G II A B C C E f . .. . .eCk iaoel6 57s•-- vimillmilml• . ».� ,� - ! r -' ._- r 4..K L 4,17,r:- ��aa:;MU I IURa11 Iaa:�NINMNVc INUi�u 1iiUI INU11111aNUNUNNI IRaUNI lllilIIi11MIN .. 1 E ., .......,�„ -. ... _.. - �,,.. .•,.o .. �.:..� •., ,. .... .-.., ., �.. ...�.......�..�.:__.... -.. .... �� •. ,,,.. r , .-. • .._ I�Of��lrli�G�Ilr1��„��1�a�■��'�i.,.G SIG14!Z�1}C8 Y63S.....���rlr�� IiY �lJ again 8 �C+ ��_��'�"'�'•�1� ���aal♦�I�i. _� " < I�aaatal�a©a�■Iaa�I�:s able 5 ! l33 6 �� 9 • i • SrC i l C W l/, 7-23 i- t A/ .VV M . ,'`v' \ P asli /C i co it/A5k-liNG TON COUNTY • E.I'r 5 71.NG 12"C.1 • 1 \ /300 U • �3:>;N' laRtlJ£C;: 1900 CONAEC To EXi57/N6 i2"C.1. W/ is" C.1. _____ _) �-- t , �' _.__tee-�"`,~_�_4 � Li______ 1 LNS7AL Z t2"GK'i55 �= t' .' - i ( LU2 EAST) D �— ., y ,-- ' _ - J Jam—- � 1y� =' 7PDSED -'` PROPOSED 12" C.1. 12" CJ. PRO, OD LFi�GTNS: . - i2" �.r. - /30:a'..� am__ a C.I. - 1. - = ,. rr r µ ' Ci 24U' ON ---- -._� ll �_:.- q ,roe JI i✓sr. /2" c Y., f N. \�G see oa\y, A' /2"kB" 7£E -e INSTALL 8" C.f. 8.Y. /= Sa V(� �� ` v (\ga(a eaGe • e ` \s ��( .— y a�+F. of �::� ��Q vNe p( tires, 1N�rs,,L c.x. /ys TAG Z. !2" G,v. �h9 be •a`►, ReG �a( poi of (a% \ /� (pz uG reE so.) <BEN/ND 1 jk ei��.Q. 1, ''. \ ��d�f a `a9vb�,r`a\��`e��pa°" '\\"° \ - 1 g ti Fte� Ot3 AV�ea tep(esa\• �� \ C� :. Go(d Goa ao tie(( �\ �r`s�a���a��a�ettre(aa '(� e GGv(aGyV • o V. 0' \ P(ove�`�\e \ \5 , 8 P� .' \ ' Construction Notess � C -II'''. ,j .f--PROPOSED $" Cr. d\ Y'1. Notify Tigard Water District prior to 7. All se er lines 10' laterally or 3�1 commencin construction. ver icaliy of >rrater mains shad be /tg ..ill' F � t� p .I ir -- l 2. All work shall he in accordance with10' Cl: encased from crossing with concrete L ::-i';' :\: A.W.W.A. standards. 1 6" thick. \ F :.�`�.' `� _L.1 ' 3. Alt work shall be inspected and` approved 8. Isaias shall be tested at 150 psi for 1 - 1 «` ! by 'Tigard Water District. hour. 0 4. Fire hydrant-assembly consists of-MJ x Fig 9. t .S 8.H. bacteriological tests required. }' I Tee, 6" Fig Gate Valve, 6" Fig spool, and 10. Tigard Water District shall install all • � � j Pacific States fire hydrant,. 51" MVO : 3 copper services prior to. blacktopgiog . j c2 port (2- 3 " N '?S hose connections, 11/4n of street. Meters will be installed per TIGARD WATER DISTRICT _..- ! Pent 0pr Nut, open left, color: red, individual request for °Oq t same. traffic model. 11. Upon completion of installation,_ con- 8841 S.W. COMMERCIAL STREET •TIGAR0, OREGON 97223 25' e3 5• Poured concrete thrustblocks at least 4 tractor shall advise Tigard Water District TELEPHONE: (503) 639-1554 square feet of bearing surface at all of total construction costs to_which will %, '1�, �! cross tee, bend, and blow-off locations. be added 107. for TWA ins actions `Water WATER PROJECT • P , 6. 36" of 3/4" minus gravel cover for all loss, overhead, sampling, etc. , and 8% for ) aM fP Flf L D . mains "asbuilt" S Ml✓t _ c } ;,)`. , engineering, including permits, • drawings, intersection maps, etc,. �} ' 1�f f_ ,'. _ _, __. _ __ _ - i PAGE_E_ 1 Or 2 �A G E,' &MATCH L/N ff FAG 2 , - � � • Robert E. Santee, P.E. Administrator c30 Scale: = 501 16`' - APFR 197.3 f1: l . 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