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HomeMy WebLinkAboutTED4001832.2------------------ ���/p tip.? {I�-�I II3.rz� ii2.i II,�.�►I I�l.�v A I M I7-5�p F C JyN N L;) z IeE��IRfP1-�' !-IMIT :F � DAM,�*�� � �'.%TIC:•1+1• % FF'�I �' V1lOR.k- P�� / 40 L,F e4'GIM:P,• NT =;02 S o�lo�: 21�0 S �pie�v v�Rl�3 DI%44 II�� i' rRI01I.To I ON LATOo) T.o.I.—BOX + o. I PI PE- -0 I t4 V, 1 a� 35 FRS. _45- . -- -- -- X x -- x o- � ------------------- - - _-- - _ Lao II 101 10Z lot I �` 104- 105 {I 10LP 10-I + + - - - w - + I I -+- 4- 2 - - k. . ,.... J 1 -770 6� _ ce., 4d 2 q Iry H (pRAly�I I�ICL� rs w r ar.r c t 1 L STA . IIX�+ U 17 FZT -ro � ) JTi^ N r IIF=PL E I=`I �"N- ICI' WA-rz 1�IAI I - HYDR/�NT A65�1"18L_Y ,TA.+18 16'R+ R I�N C�' \ ' 0 \ iJCjl T�PG-2 "I"C> G'?ll�3ili' PPNT STA. IOlo+25 24 RT -_ O� CN�W� ��A . IOZ • q3� 2,�. � R•T I - HY�RAIVT AS�jEMB�Y G.V, — 14' F',T CAFE �131 ' I I d--- - 7V - 101 �I�TIN 2 pry± � T r'O -Gro - /8�2 SUPERIOR REPROGRAPHICS \� Oi Kl . �+ M `' �rz oN-�IT� GRADIaG ��� I GOr.K�VC-��'GENT rilgry-rt�R IV ,C 0 0 ,00, FF 10 a1:;Iw^ � FHA,T i ter I • y/r NGIJ"1- kOr�v erY�E To N tom/ f3f' C �/41%� CAR tED ��JIb� MI�TGH SIN ►cxK rJ5-y\/A l< nl,! T lif7 A 4EMENS' - III Nl4M ►;TwEN( IVNT IPS' 52EO I 55I ---t N wr L C>161a------------------- - et`� y — N G'T 74 116 /L.-- 1>40�7 ej�541, hlAf�NiNG C.Q►�I TRA�TOR TO L_CX�.TIOr�I OF EXIT, LJTII_ITIE� N x x X x—, x 1 X In V Cam► 13 UI LT� �- - GENERAL NOTES 1. All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. 2. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A-21-4-74 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977 or latest revision. All fitting joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 lb. configuration, unless otherwise specified on drawing. 5. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where 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 of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a repre- sentative of the City of Renton. 7. A preconstruction conference and twenty-four hour notice will be required prior to starting new construction. 8. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 9. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. 10. All connection to existing mains to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notification. 11. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. February 1980 log 1 10 M s ice.. Ito+oo, 131 �T GUARD POST, 9' ROUND REINFORCED CONCRETE 6'-0 LONG, EQUAL TO RENTON CONCRETE PRODUCTS TO BE INSTALL VHE REDIRECTED. / PAINT NI TH T'WO COATS PRESERVATIVE PAINT O\ N0. 43-114, INTERNATIONAL DR APPROVED / 12 \ EQUAL «. /FIRE HYDRANT - 1 I � 4 I N I MUM AREA OF LEVEL _-r_JI 111—D SURFACE GUARD POST PLAN MIN. � I \ I MINIMUM CLEARANCE 1 EACH SIDE 3'-0" MIN. 1 � -ONE MAN ROOF CUT FIRE HYDRANT -GUARD POST 0� I I m; I, I 1 I I CONCRETE J NOTE- A' • ' IF CONCRETE 15 NOT SPECIFIED EARTH BACKF ILL SMALL Of COMPACTED IN 6" LAYERS. FIRE HYDRANT GUARD POSTS i COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN PACIFIC STATES CAST IRON PIPE CO. MODEL 2, OR APPROVED EQUAL. 6" MECHANICAL JOINT INLET WITH LUGS. SE" MIN VALVE DPEN INS. TWO 2j' MOSE CONNECTIONS NATIONAL ST DAM0 THREADS. 4' PUMPER CONNE CTI DM CITY OF SE ATTLE THREADS, AND 18" PENTAGON OPERA NG NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS Of PAINT, PRESERVATIVE PAINT N0. 43-114, INTERNATIONAL YELLOW OR APPROVED ' v EQUAL. PUMPER COME CTION TO FACE ROADWAY ELEVATION HYDRANT EXTENSION TVO-PIECE CAST IRON VALVE BOX, IF REQUIRED EQUAL RICH VALVE CO-, E I IR STANDARD 8' TOP SECTI OM WITH REGULAR BASE SECTION. LENGTH TO FIT �I CONCRETE BLOCKING CONCRETE BLOCKING ' I 12, MIN - 16'.8"a4" MINIMUM CONCRETE BLOCK CAST IRON TEE, WITH IO ,-k 6" FLANGE SIDE OUTLET ®21 t •<`•` ••.- 6•' GATE VALVE. FLANGE l MECHANICAL JOINT, �•�� EQUAL TO NUE LLEA CO. A-2380-16 LEVEL EACH SIDE ONE MAROCK FOR MINIMUM 3-0-6" CAST IRON PIPE, CLASS 22 OR DUCTILE CU.FT. MINIMUM WASHED IRON PIPE, CLASS 32. CEME MT LINED. LENGTH 1 ' GRAVEL PASSING li" AND TO FIT. TWO 3/4" STEEL TIE RODS, LENGTH _ _ J RETAINED ON E" MESHED FOR TO FIT DRAIN FIRE HYDRANT ASSEMBLY _J FILL I FIRE HYDRANT LOCATION IN CUT OR FILL WWI WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS JANUARY, 1980 li 4Li� [-AKII C ITY OF R N N T O PJ rz� �ls�T N D IzNI P� G LfaK->'Tc� N DEPARTMENT J F P U B L I C W 0 R K S fiC,A-,6e:� u w�SPRINGBROOK SPRINGS TRANSMISSION MAIN DESIGNEDrj DATE_ __ FILE NJ F, SCA'_E__._I-II-- �-E [.J -.- FIELD 8(301L_—rAGE._--- p)'j(�� WoR�Aa GLARIFcAYO l J 6-4-'84 CHECKED 2 CcV' �u Cf-i;V,IJ6- 4 A,9Wf:I 5�-d-O t.I w.l -��/✓ G'/I' �� SHEET A NO REVISION BY � APPR DATE APPROVEC _ _____ .-------- ` OF 2-- SCANNEL) MAP 2 8 Z003 now M J R2Lo0 L.F ILo', + T 100 Z 2o'w ' Q 1-7 ----- II�.�? i12a1 Ild,�l I�►.� z 1(21 b�a'..C--? r r�---IMI-% pe Ins P�! ► iT�- vNl1')rz.L. ta. -T..l_F30T Rom. �. _X_X _X II 101 10Z t " 104- 1015 II 10� o t 4 — 11 2"771 — �\ l —�— Cw /L -- — c~ I _ f - l - ,rIF �T1r1G �� <�,K� rYl 2♦ 45' 2.F ItArp �T 51 I - ILF'I M,1) JT^. U r. y' fi ? \ I r• E5 P�/C PIPE I - ILo" D•I, fJIPPLE 2 L.F. v WA,,-1=;1 1`�IA1►�i I- HYDRANT A65EI"I�I_Y ETA JO+I$ �6 R+ tv 1 �. BJ �jI ��c 'iJ%L Pf'�Y ! STf�. IOLc+2S Sr 2- 4- RT p __ _ _ 0� (��W� �T,AN • IO2 - �„�� 28. G> RT I - F--IY�RA1vT AS�jEt-1HI—Y ' 1 I J 5- t Jb l _er - -moo P --:Ri+>'DIock,S7' �r.KA�ErsGENT GEN'itR UM EPA O r1 = lDDI 00, " ✓ 1 I / I ✓ / ` I� N'I" — Pt.A r� I I `1 er✓ MATCH (�I NTA I< - �v c0l"1>I52,P� rJFr- V ®I f?XI�'�INli cJEME►J'I' III N-L;N P,�Et4rNT �,fl �,GI 1 Tt—:: I -- l�l l_G�ATI01�1 O F EX I �T LJ T I ..,.• I T I E X X � 1 31::40 _ � L,I a1 P'. +6>K6iI" e7 Ui L-1 GENERAL NOTES 1. All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department and the latest edition of the APWA Standards and Specifications. 2. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI Spec's A-21-51-1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A-21-4-74 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A-21-10-1977, ANSI A-21-11-1977 or latest revision. All fitting joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 lb. configuration, unless otherwise specified on drawing. 5. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where 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 of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a repre- sentative of the City of Renton. 7. A preconstruction conference and twenty-four hour notice will be required prior to starting new construction. 8. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 9. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. 10. All connection to existing mains to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notification. 11. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. " ir'w February 1980 109 1 110 x - 1 STP.. 110+00, 13 '�T La�� Qai �► 1 -r-� FIRE HYDRANT GUARD POST, 9' ROUND REINFORCED CONCRETE GUARD PDST 6'-C LONL, EQUAL TO RENTON CONCRETE bzz ►RODUCTS TO BE INSTALL VHE RE cI BELTED. O / ►AI NT WITH TW0 COATS PRESERVATIVE PAINT 43-I14, INTERNATIONAL OR APPROVED = EQUAL — i I /FIRE HYDRANT CONCRETE J5 c / - 4— 11141. AREA OF LEVEL . A GROUND SURFACE IF CONCRETE IS NOT SPECIFIED \ J EARTH B4CKII LL $MALL Of `! CDMPACTEC IN 6" LAYERS. GUARD POST PLAN ELEVATION MIN i \ I MINIMUM CLEARANCE I EACH SIDE 3 -0MIN. n � 16 � -ONE MAN -CCr CUT FIRE HYDRANT GUARD POSTS ,COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN, f PACIFIC STATES CAST THL IRON PIPE CO. 2, OR APPROVED /EQUAL 6" MECHANICAL JOINT INLETWITH LUGS. SF" MAIN VALVE OPENING, TWO 2� HOSE CONNECTI/1NS NATIONAL STANDARD THREADS. 4' PUMPER CONNE CT I a. CITY OF SEATTLE THREADS, AND 1}' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWC COATS OF PAINT, PRESERVATIVE PAINT NO. 43-114. INTERNATIONAL YELL 0. OR APPROVE[ ^fir EQUAL. PUMPER CUMNEC'ION TO FACE ROAD.AT HYDRANT EXTENSION ' TWO-PIECE CAST IRON VALVE BOA, I[ REQUIRED EQUAL TO RICH VALVE CO_, STANDARD 8' TOP SECTION WITH REGULAR BASE SECTION. LENGTH TO FIT 1 CONCRETE BLOCKING CONCRETE BI OCK IMG 11 MIN. 16".B",14" MINIMUM CONCRETE BLOCK CAST IRON TEE, WITH Q .. 6' FLANGE SI Of OUTLET 6" 6ATE VALVE, FLANGE % MECHANICAL JOINT, EQUAL TO FILL LEER CO. A-2380-I6 LEVEL EACH SIDE ONE MAN ROCK, FOR MINIMUM 3'-0" ly � 6" CAST IRpI PIPE, CLASS 22 OR DUCTILE 7 CU. FT. MINIMUM WASHED IRON PIPE, CLASS 52. CEMENT LINED. LENGTH 1 ` GRAVEL PASSING 1{'' AND TO FIT. TWO 3/4" STEEL TIE RODS, LENGTH _ RETAINED ON E" MESHED FOR TO FIT / 61 DRAIN FIRE HYDRANT ASSEMBLY L_ J i FILL FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS JANUARY, 1980 CITY OF RENTON F�OploqwT 4 N �%DFPARTMENT 'D F PUBLIC WORKS R � NTc�� . vv�. -� � �� ��I>''( I,�N D Df�`(G►'� � , vr-��.�I'� I M f'►�U/� M �'v TSi /ACIA-515� -� w�SPRINGBROOK SPRINGS TRANSMISSION MAIN DESIGNED DATE DRAWN 11 - - _ oD7�D WoRKA%ja G ��e CtTO ! .-I�hl (e 4 94 - CHECKED SCALE- _. -_ 5TL , 0+ , �<ir/ NO. REVISION BY APPR DATE rAPPRCIVEr,�— SCANNED MAR 2 8 e003'009