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S. - /09- PRDRE2TY WATEk YAI'.r EASEA`E'NT- HAhCHEROFF PROFESSIONAL BUILDING k lj foot. easement for water main over Lots 1 and 2, kenton Short Plat 023-83, recorded under Recording No. 8411209003 in King County' Washington, being five feet on the northerly side and 10 feet on the southerly side of the centerline of the water main as constructed, said centerline described as follows: Commencing at the southeast corner of said Lot 2; thence S 74032117" E, along the south line of said Lot, 78.54 feet; thence N 45011'41" W, 61.00 feet; thence N 2°45'53" W, 244,33 feet; 0 ther.ceN20 00'14" £, 10.00 feet; 0 thence N 65 59'2E�" W, 7.5 feet to the true point of beginning of this l0"$�7oo�i P� K PE (S 't� / t�escription; /G a , J/ �" fire hyd ,91e -0 5" + thence N 65°59'26" W, 10.58 feet; 96f\ 5t4 6t3/, 2.5',PT 8 2 OVA '/ ��s� thence S 80°28'17" W, 260.42 feet; /- r9%-'!3ewDlM.Ti \ / 02 G)' /_ s, / thf,xe N 41°59'30" W, 139.73 feet; CQN . ,'? \ -E /-/O,C/ Z . ` 2 11 e / f � � O (lN - ���o' / / 1� 1 / / thence N 72 22'40" W, 115.99 feet to the east line of Benson Road South ��r 1 \ � � CB / ?" - � � and tt,f• en-d of description. 1\ \ � � 1 _ _ � � `:av / 113o \ \prav, dete,7tl,7r % ' J / � ki � � - - 7 Sfa _ 2Co.72 - / / /area / p� � � � - - 5TfJ 6t 7(a .3'2, • Z.S' , .,- 8"X 8" T.gr9/106 rE� \ .�'� MHO �� _ / �G %7 �' V/ / / vx _ / 8 " rAPPiiv'G v Id ✓E \ / - C. r. y.4cVE BOX \ _ R o7iz� . 5 to 42 t!o 7, y 2 c� p �p0 (B�u�oN _9 S. STA S'Z 11(09. /7� i \� 8enaon ` `S. �0 ti� .................................... 1..,,.................................................................................................................................................................................................................................................................................................................................................. .............. 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E Q.DL,.. ........ ........ ...... `. •`ci9GG ,e/pG € ...... ........ ........ ... ........ ........ ......... ... .. ........ ......... .. ...I.... ........ ........ ........ ........ ......... ...... .........._............................................ .............. .."ec M ............................ . GENERALNOTES ...... ....... ........ ........ ....... ......... ........ ........ ........ ......... ..... ........ ......... ................................................................................................................................':.............................................................................i i ... .......................... _.................................................................... ............ .... ........................ ........ ........ ........ ........ ........ ........ ......... C eri / 1. All work materlals shall be 1n conformance with the standards and s clflca- . . : • • • . • • • : . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . ./.:Aw G�'���/ p . . . € P,eDV/O�� ,B%p' i4�, tlons of the Ctty of Renton Utility Department and the latest edition of the 1 '�. . APWA Standards and Specifications. I .$ L6/8S� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... .................. ...........I......... ../ �_�:, ......... ... �....... ......... ......... ......... ......... ......... ......... ......... ......... ...... ...... r.. ... `...:...... 2. All locations of existing utilities shown are approximate and it shall be the E contractor's responsibility to verify the true and correct location so as to ......_ avoid damn e_o.r...d.i.stari.a.nc.e........__..................................:..............................._: ... . 9 ..............:.. '3-.- All water main pipe to be cement lined ductile iran pipe conforming to ANSI - Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar . . li.ningiand seal coating shall conform to ANSI A-21-4-74 or latest revision. . . . . . P' n' h- n r' hanical int Beddin � be Cl-ass C. - ' rpe Jot is to be pus o o mec . J°t . ' . 9 . ° : : : : : : : : . .4,. Ala fittings to be cast iron, cement lined.,:Class .25�, unless otherwise . . . ..................... f r ...... -21-'1 ` 197.7 ..AN�S.I A-21-1'1-1.97.7..................'s......................... s ctfled on drawin con o m>�a t� ANSI See. A i#- , Pe 9 g P or latest revision. All fitting Joints to be mechanical joint or flanged. . . . . . Flang:ed joints.sWl be:dri.11ed:in acGo:rdance:with. ANSI .8 16.a.and sha11 be . . . . . . . 12.5 lbj configuration, unless otherw.i3e specified on Drawing.. . '5'. All water main TO inches grid smaller to maintain a minimum cover 6f 36 `n. l f`ni h r e la. ter main 2. i.n he and. a e• .shall . . . . . 1 chesbeow s gadA. w.a l c s lrgr beat 1 f' h d lit conflicts occur• • • • • • • a minimum of 48 inches be ow 1n1s ra e. Where iltl , 9 Y l' ...................... ... .. ........ .....................................f................. water mains are to be lowered to clear. . ' . . . .6. - All water mains shall be pressure tested and disinfected. in. accorda.n�e. with . . . . f t of Ren on and the Wash'in ton State He lth . . . • • • • the specifications o the C1 y t 9 b Department. All pressure testing shall be done in: thie:pr•2serice of a€r'e - sentative of .the City of Renton. . . I . . . 7. A preconstruction conference and twenty-f r hour notice' will' be regoired' . . ' ' ' ' ..... _................ ..................... ...... ............ _.... _............. .......... ;... ;... ri r rti new c nstruction. p o to sta ng o . . . . . . . . . . . . . . . . . . . res onsi `i-lit -t ecur ' all -necessar ermits . ' • ' ' ' ' ' 8: It shall be the contractor's p b y o s a y p prior. to starting: construction. . Type+4 Blocking for 11'/4 -22'/r -30° Vertical Bends VB 5 d . L yy JJ V v L � N .✓. i -. .N V N ' Z C v d •� U _O U. L' N � L 'Y L J ✓ .", �' - , ,n - n O Y O+ U �-D d' '. y .4r O L 4i L O 2 '_ t1- c Ci4 y . .,. . : . 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EVi D o7t.+3 SCAL / = 70' !7ElZT FIELD BOCK PAGE . ........ ........ ........ ........ .. ........ ........ AvD s� Z, sE Cn/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / #' 5T7p,70,v,,, N6 • AWD e67h?DN N-reS ATi� /0�2 `/�Bf/ CHECKED ........ ........ ........ ........ ........ ......... ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .... ........ ........ ........ ......... ........ ........ ........ ........ ........ ........ ........ NO. REVISION BY APPR. DATE APPROVED SHEET -OF_ 3 DI CTOR OF BLIC WO 5 FERGUSON & SONS INC 81518 - : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . { . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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A� N G Y • 8 Type�•B� Block Ong � ti . . . . . . . . . . . . . . . . . . s ) .r' • nd rneters'to:be' A - 9. instal lotion 'of corporate stops, water serv�cer,'11ne a for 45°verUcGl Bends .. ........ ... ........ ........ ........ .... ... ...... . ......... .. . ... .... i • accomplished b tfie City of Renton. •t '�.+- 4 Y . / h !. .... .............................. ... h t of R nton. . ins o b accom 1lshed f t e C1 f 10. All connection to existing ma t e p y y All ne€essary excavation and materlals to be supplied by the contractor and • • . be on -Site rior to Cit notification, . . , , , . . . . . . , , , : : . P Y 11: Inspection will be accomplished by a- representative Of the City -of Renton. • • • - ; E f It shall be the contractor's responsibility:to:nbtif the:Utility Department : : : : :" c . 24 hours in advance of backf.illing all construction. . . . . . . . . . . . . . . . . ,gy m : .... -... ............................................................_............. ................. ej t is F 12. Contra€tor to provide plugs and temporary blow -off assemblies for testing. ' • • • • . . A c ... .. .. d t c rior .t fin l ie-i uit c a 1n an . . r. ace an e.. ...o P R P ........ ........ ..... ..... ........ ..... t ...... ........ ........ .... ..... ........ .. ..- ... ........ ......... .. ......... ..... tea. . . . . . . . . . . . . . . . . . . . . . . . . February 1980 . . . . . . . . . . . . . 2 ....... ......... ......... . ..... . . .......................................:.......I....._......;.................:........................... ,, ...... ... ........ .. .... .... 4 I kiri "Cype B 8 oc g . tot 45' Vertical Bends VB e 5 d t LJ • R- ' O C Y (V O N Vp1 ) O v 4, 0 L to O L U � U m .� It 1i d W 1, W O C t O 6r � O _ N .- u o _, I L9 ..g 300 45 30 i31 5/e' - - 20 E . . 68 s41 . . - . 123 50 . . 250 232 81 3b_ . 2a i -- 225 478 __ 7 1 , !. is 4 0 ___ 820 4 -1� 45 �r