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HomeMy WebLinkAboutW-050005bF 4 3 U O V 0= O� aLL V) - N d �• -/Z /O "Ice, iL!✓xF� !-Fire lHyc/mnt <Issy,,4G.D`fT1.- /-Fire Nydront.9ssy, \\ Stcz /4t525,29.0'Rf 3EESHEET, /- %O "G!!;;ri ✓xF /q: A4,1 _See Defai/ .11•' See 4efai/ f4' -10 "Coo, �./ �r /E "ToP _ -- --- / -Fire Nyaront �Jssy., 40'Rf /- /2 "X /O" Tee, M ✓x Fly. / - l2uX /2" Tee, iUl -11" / % -f ife%lydront See'OetCi/ ;4' i IR� See a o C H 6iJ S. W 41St Sr IZ COnSf. 1+00 Rim ..; SW 41 4 ST. 05,+00. 0 �' z 0 � - - - -- — -- - - - -. -. T LLJ 15,+00 dli - T ILJ GENERAL NOTES /5'EA9EMENT 4 - W AEF CNO4 ;0 C shall be in conformance with the standards andspecificat`ns of co r - - -- D -VT /5 609EAlEN T {. W Y �15'v49Et /fir Edition. , SEE SHEET 3 oki -_ - -- 1) - 2. All locations existing SEE S//EET W1 — -- F 4 3 U O V 0= O� aLL V) - N d �.sizz7�`7S.S, 29.0'f�t 3NEET_ 2- Z° 6'4/2 01he, tiflX Gl ✓, In Cone yae, ` W W -- x C0 Ln O 0 f�- O - 1- —1 W,< a O I7 In "il 4. w6 w sa U ti 71- .3 StQ 7r�D' 25' f % hl ✓xF /y. fa 14427 -5 29:0'.f?t Stcz /4t525,29.0'Rf StQ / -Fire Nyaront �Jssy., 40'Rf /- /2 "X /O" Tee, M ✓x Fly. / - l2uX /2" Tee, iUl -11" / % -f ife%lydront See'OetCi/ ;4' !- /O''G :V, M ✓-Y 9 Z- !2 "'(.l! MJx,vl./ See Q 3 /- /O° Cao, hl ✓ co/ 2' Too 4-51Z.,1- 9EE SHEET / H 6iJ IZ Ln = Rim ..; SW 41 4 ST. o 0 �' z 0 � - - - -- — -- - - - -. -. T LLJ 15,+00 °z 3 m GENERAL NOTES 4 - W } C shall be in conformance with the standards andspecificat`ns of IF— - - -- D -VT /5 609EAlEN T {. W Y � /5'FA9EiYlENT Edition. , SEE SHEET 3 oki -_ - -- 1) - 2. All locations existing I/1Df�� ,� Z ., 43 �.sizz7�`7S.S, 29.0'f�t 3NEET_ 2- Z° 6'4/2 01he, tiflX Gl ✓, In Cone yae, ` W W -- x C0 Ln O 0 f�- O - 1- —1 W,< a O I7 In "il 4. w6 w sa U ti 71- .3 StQ 7r�D' 25' f % hl ✓xF /y. — �- -15' EASEMENT s/4 9, s / -Fire AtNo,�;% r an- sy,.5V q Rt - CC"io.p!!, iflJxF /g' //O /t _N a ife%lydront Assy, 400 Rf - ,10,14v/ 2 Tao, /45 O 'L""t n U IN > Q 3 ?Q- W a ..; - -- - - - - -. ___ 2A _.— _. 0 �' z 0 - - - -- — -- - - E °z 3 m GENERAL NOTES 4 - W } i responsibility to verify the true and correct. ocat€on so as to avoi amage or disturbance. 3. Water Main Pipe. All water main pipe to be cement lined cast iron pipe conforming to ASA Spec's A21 -6 -1970 and /or A21 -8 -1970, Class 22, (pipe); A21-1 (pipe strength); and A21-A-1964 (lining and sealing). The pipe will be push-on or mechanical,joint. - Bedding to be Class C. - Alternate pipe. Ali water main pipe to be cement lined ductile iron pipe conforming to ASA Spec's A21 -51 -1971, Class 52, Grade 60-42-10 (pipe), A21-4-1964 (lining and sealing). Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, Class 250, conforming to ASA. Spec. A -21 -10 -1977. ' Fitting joints to be flanged or mechanical joints. 1 C7 5. All water mains to maintain a. minimum cover of 36 inches below finish grade. Where V m: H utility conflicts occur,', water mains are to be lowered to clear.. /� - -� : ---- -- - - ---?� `` 6. All water mains shall be pressure tested and disinfected in accordance with the -. -. _ -. __- _.._. \.:.. __.. ___ _.___.__ specifications ofthe City of Renton and .the Washington State Health Department. 03 IV, All pressure testing :shall be done in the presence of a representative of the City of -a h'N Renton. All mains to be sterilized prior to placing lines into service. 7 A reconstruction conference and twenty -four hour notice will be required Drior to t � L r� W vto. /7t97.S, f3eg7n.Trgnsifion Sfa. /973.S,End Tronsition,3354f $fco:'20t72;S t Qom_ starting new construction m? f / -Fire Hydrant �/SSJ!, 4Q0 /- 12 "x /O" Tee iW,/ xF /cj ! -F<-e Hidront 4SSy'., 4S.Oi4t �" 8. it shall be the contractor's responsibility to secure all necessary permits prior to starting construction. Q See wl✓ XF /g g CO/J, L!✓ -�U12! Too I 9, Installation of corporate stops, water services, lines and meters to be accomp &shed � ` .. 9O'Lf - - I a�► by the City of Renton. G21. j 'l .(i_--" W °— — BEE 9HEETE3 CHDF/1 (� I 1 s - lr All connection to existing mains *_o be accomplished by the City of Renton. All ? u ±a LU � — — _ necessary excavation and materials to be supplied by the contractor and be on O Js prc, to City notification. ti" € I. Inspection will be accomplished by a representative of the City of Renton. It shall be m cD. -_ Q. 2/' I 45' I £ _I the contractor's responsibility to notify the Utility Department twenty -four hours in j R /�!✓ _ 4-& ---S — 204,0e. - - -. ['Oi15f iY advance of oackfiiiing,all construction. - Q 12.......Contractor to provide plugs and temporary blow -off assemblies for testing and purity - J 3/0&/ Ot ' f ' acceptance prior to final tie -in. —T° — OfB3 35 L 1801 7G) > �E V I HO' GATE VALVEOW. Mil) cs m EL F �z `15'EA9EME/17 — -- _ 1 REVISED 6/18/87 TO INDICATE Q (] h l3EA3EM.EM CONDITIONS AS OF THIS DATE. fq \\ AS-BUIIT U Q° 1 J� €y. _ _ 8.'(. ���P� �0. ,y'G,v i\ Q?� D C.G. ALGER, P.E. a ©� THIS DRAWING IS AS -BUILT TO CONFORM TO - Vj �_,�� INFORMATION PROVIDED BY THE OWNER' S R= O h O REPRESENTATIVE WITH SPOT VERIFICATION- - Q } Z U Q �n� `•�. BY THE ENGINEER. I`LiFri.'Y I U W HORTON DENNIS &. ASSOCIATES -, INC.. O , C) 1) W i€€�Spta �/� R :.Z �?`.. ' PROJECT NUPABEa BY �.-- -- r.P/'Y J. C.U. ALGE P.E. SR. CONSTRUCTION ENGINEER ��_ W. OCTOBER 9, 1978 ,iCO /e. / 40' VS i W 5 00 05 j. 7 �7Z A/% Offsets' th1:5 c5heef pre i W U W ife%lydront Assy, 400 Rf from Cor�sfrucfior � Z U Q °z 3 GENERAL NOTES 4 } - 1. All work materials shall be in conformance with the standards andspecificat`ns of w.Z'� }W 'f D - the City of Renton Utility Department and APWA Standards and Specificatic- {. W Edition. , > M 1) - 2. All locations existing utilities shown are approximate and it shall be the contractor's ,� Z ., i responsibility to verify the true and correct. ocat€on so as to avoi amage or disturbance. 3. Water Main Pipe. All water main pipe to be cement lined cast iron pipe conforming to ASA Spec's A21 -6 -1970 and /or A21 -8 -1970, Class 22, (pipe); A21-1 (pipe strength); and A21-A-1964 (lining and sealing). The pipe will be push-on or mechanical,joint. - Bedding to be Class C. - Alternate pipe. Ali water main pipe to be cement lined ductile iron pipe conforming to ASA Spec's A21 -51 -1971, Class 52, Grade 60-42-10 (pipe), A21-4-1964 (lining and sealing). Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, Class 250, conforming to ASA. Spec. A -21 -10 -1977. ' Fitting joints to be flanged or mechanical joints. 1 C7 5. All water mains to maintain a. minimum cover of 36 inches below finish grade. Where V m: H utility conflicts occur,', water mains are to be lowered to clear.. /� - -� : ---- -- - - ---?� `` 6. All water mains shall be pressure tested and disinfected in accordance with the -. -. _ -. __- _.._. \.:.. __.. ___ _.___.__ specifications ofthe City of Renton and .the Washington State Health Department. 03 IV, All pressure testing :shall be done in the presence of a representative of the City of -a h'N Renton. All mains to be sterilized prior to placing lines into service. 7 A reconstruction conference and twenty -four hour notice will be required Drior to t � L r� W vto. /7t97.S, f3eg7n.Trgnsifion Sfa. /973.S,End Tronsition,3354f $fco:'20t72;S t Qom_ starting new construction m? f / -Fire Hydrant �/SSJ!, 4Q0 /- 12 "x /O" Tee iW,/ xF /cj ! -F<-e Hidront 4SSy'., 4S.Oi4t �" 8. it shall be the contractor's responsibility to secure all necessary permits prior to starting construction. Q See wl✓ XF /g g CO/J, L!✓ -�U12! Too I 9, Installation of corporate stops, water services, lines and meters to be accomp &shed � ` .. 9O'Lf - - I a�► by the City of Renton. G21. j 'l .(i_--" W °— — BEE 9HEETE3 CHDF/1 (� I 1 s - lr All connection to existing mains *_o be accomplished by the City of Renton. All ? u ±a LU � — — _ necessary excavation and materials to be supplied by the contractor and be on O Js prc, to City notification. ti" € I. Inspection will be accomplished by a representative of the City of Renton. It shall be m cD. -_ Q. 2/' I 45' I £ _I the contractor's responsibility to notify the Utility Department twenty -four hours in j R /�!✓ _ 4-& ---S — 204,0e. - - -. ['Oi15f iY advance of oackfiiiing,all construction. - Q 12.......Contractor to provide plugs and temporary blow -off assemblies for testing and purity - J 3/0&/ Ot ' f ' acceptance prior to final tie -in. —T° — OfB3 35 L 1801 7G) > �E V I HO' GATE VALVEOW. Mil) cs m EL F �z `15'EA9EME/17 — -- _ 1 REVISED 6/18/87 TO INDICATE Q (] h l3EA3EM.EM CONDITIONS AS OF THIS DATE. fq \\ AS-BUIIT U Q° 1 J� €y. _ _ 8.'(. ���P� �0. ,y'G,v i\ Q?� D C.G. ALGER, P.E. a ©� THIS DRAWING IS AS -BUILT TO CONFORM TO - Vj �_,�� INFORMATION PROVIDED BY THE OWNER' S R= O h O REPRESENTATIVE WITH SPOT VERIFICATION- - Q } Z U Q �n� `•�. BY THE ENGINEER. I`LiFri.'Y I U W HORTON DENNIS &. ASSOCIATES -, INC.. O , C) 1) W i€€�Spta �/� R :.Z �?`.. ' PROJECT NUPABEa BY �.-- -- r.P/'Y J. C.U. ALGE P.E. SR. CONSTRUCTION ENGINEER ��_ W. OCTOBER 9, 1978 ,iCO /e. / 40' VS i W 5 00 05 j. 7 �7Z