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HomeMy WebLinkAboutzS-1425Set5LD Timmy- fK.E TQ REC. bl � a-ifJ - ®1 < SPBJ/Y,Cl�R �9ULTDE7A /L, FL3�E0 � ;, �!1� 1iX•*'s,M. Fit. @ REG. 5-115-57 Ill 94hX4MI11/E OG )AMP R=T GECA12OM SDF g ZR D9L1W nOTE:6" S. M. LF 5HOWn -7 i / - �c-- 15 MEW TOEXI5TInl,55 �. I LI �J ��'�,J 4 a STUD (TYP.) 5EE MOTES LL�_ TOCOMTRACTOR' "2. 7 ! �1. THIS SHEET�� `mow / I P05T INDICATOR �\ VALVE. \ ' c /� /rJ r °3°,a, NAt E .. -.. • 3.7' 3.T - j �7 �7 3 SCALE � I ' =40' fit' -a1,�7 , ✓ IN. 1.66 � - 0x9- 0' :T2" DEEP ` 5 J 5PRINKLER VAULT SEE fi ""� S•p0 ZC IS Lro r 6LFOF6 "DI.P DETl�101,5HEETC-9. Y 4i r °3' °rc � \ S =0.0 r1 1028 a�?S WATER MR . I to "x45 °BCf1D v` OIAI, C.O. [Q•I '�� / ,. Inu = L.7.00 I.., W W F W/ConG. BliCl,.' / .... 6, o f 1.0 z 3 F v) n o N. / o ru �APPROX. 40LF OF (e' D.If S InV= \� ', �� • / I r WATER MAIn. 5EE 1 " =40' 5CALE PLArI FOR C011 INUATION AMDCOnnECTIOn /�/ po. �� \ �` \ N -TO EX15TInl, WATER MAIM / y� \ \; o s E" co - PRINKL R NOTE z 5PRIIIKLER VAULT DETAIL a �, ��'-� �' N 5CALC: I " =10' �\ \\ ai.e a �S NOTE: WATER IN CONTRACTOR TO VERIFY -'an WITH- ARCHIT CT THE SIZE OF SPRINKLER s / a VICE LIN TO EACH BUILDING. FOUR INCH ./ -'•� \yl\�.> ` PIPE, IIf DUC IRO E, CLASS 50, IS TO BE r. �` '�• UTILIZED. RINKLE R INSTALLER MAY REQUIRE in jRGER LINE S IZE N OCATIO 0F ENTRY POINT INTO EACH m � \ \ b,a ILDYNG IS HDWN SCHEMATICALLY. VERIFY i / InZTALL T TT \ \ CATION OF PRINKLER VALUING PRIOR TO p Q) J! In STALLATION ADJACENT TO BUILDING. Q he / _F I -8 �.,,�■ 4m - j / N T, / ti` , / //• inluc V LEGEND cli s s / /, • / / , / /,. ; n' � Y e a ♦. / . / T LP \ C = , c 0 INDICATOR v DETA . ET EW ANITARY SEW MAIN W /LINE SIZE B MANHOLE N Fz - W N ,� /, ,/ �• ti // ,' \ 4 —9"� s s—c — IST G SANITARY WER MAIN W /LINE SIZE B MANHOLE W W 9 S E S ICE LINE W S" BUILDING CLEANOUT 7ff r. .''�.., c•/ i % / 1� . �a \ \ c ` M IN L LEANOU ) Z a. L. n; `, , / (•"`"`.}^° -,`P / / :. Q 4 \ \\ \� . \\ 0 , ��� a, WATER INB GX ALVE W /LINE SIZE cc W p D / 4 •� •Z \ 0 J 0 0 \�\ III NEw FWE HY RANT ASSE IY, S'•a8'a6�TEE, IL O m U) -• S'GATE VALVE NO HYD T m >� i- , •// •Eya t , _ ,' BEND W /CONCR TE BLOCKI O, MECHANICAL JOINTS V O Z W --Ex. IZ "W t — I �y� 1 (MJ) UNLESS NOTED z F - �Dy ® a �i4 LINE CAP W /CONCRETE BLO KING 0 V' 0 z INV. - Z 0 = z W I • �o- B 4 Itl TEE, MECHANICAL JOINTS U ES9 NOTED J N to Q O 0 3 3 —DO -- EXISTING WA LRM IN B GATE VALVE _ ..' h .. Z - - - -•I) EXISTING FIRE HYDRANT ASSEMBLY I- Q �� tll,• 0. °� // / %�/ a ' METE BOX. METER, 4 a+wy. S.S. 0 BS. STREETSERVIC[,WATdRMETER. � �./ O O � � I ' ` % %4 .3 .s, �'�. ;• . // / .ti /' EX. fM IC 5I W' 11I. W.M. � � C%� LL v X Ill L 0 OF srtles) 0 A.g DLD .'G.O. l` /- ® " "° NOTES TO CONTRACTOR e G A 0;'e.s CXIS SFJJ[R D 1 / RIM • 322 §s qg 18812 � = �.. � c ACrCNi r IELD � L� AL�c'r� v..� u -�9 � : �8,�,, � ����5•.CiSTEPE�`�•�,�Q� L 5 n,.r F' f -„5<f• 5 9a °'T,O�AAY •ECG UILT Z~ r r e\ rGf9PLf kI Lr yt PROJECT IVO. 57-07 DRAWN BY Dill ISSUE DATE 4- 27 57 LATEST REV. 8 -24-87 Z OF- CIVIL ENGINEERING COMPANY PANNING CONSULTANTS IA I I I f I ®I f I I T I I I d 1 - I i I A I I 1A I 1 I IA I I I I I = _.REV1510M.- Afro eUTR. 8 -13 -8785 DELETED EXTE11510115, GDOED WOTER SERVICE TCIbLE SPRINKLER ADDED AS-BUILTS VAULT DETPL/ MOTES, { 5PRIr1KLER LIME5 , ME CIW69 -T5 5-21-b7 LEL 1 -I6 -89 DLL WATER SERVICE TABLE EX15rIfIG UTILITY VAULTS r1EW Z%" 15UILDIN -� 5ERVICE unE MEW EX __7 f .,, w4 rim Z" WATER LIATER, COMMECT TO EX5TIN 5TUe `\ ``� fR EX15TIM EDGE \ �� / -101 OF PAUEMEMT �rn 1. 6x tap TAPPIr1G TEE kl/ CONC. BLKG EX15TIM 8" VALVE I � ~ r er' SPRI IKLER WULT DEM1L 5(ALE : 1' =10' / MOTE: b" 5. SVC. Lf 5HOWN 15 NEW PUC TO EMTIM4 55 5TUD (TYN,5EL ° _ "NOTE To 0MTRACTOn •2 ': a-D4 a, inv. THIS SHEET. EXISTING SANITARY SEWER MAIN '1/ LINE SIZE & MANHOLE t' RIMt&� M 86.57A.5 I 111Vm?81.30 111W� 6120 10— MAIN LINE. CLEANOUT (8 ") 9 NEWC WATER MAIN & GATE VALVE W /LINE SIZE 1�0.4 �+N ---- + NEW FIRE HYDRANT ASSEMBLY ,8 "x8'x8'TEE, 1 8'GATE VALVE AND HYDRANT . f� —w� p DETAILS. / eI.77O7 o -- TEE, MECHANICAL JOINTS UNLESS NOTED - - -DQ -- EXISTING WATER MAIN & GATE VALVE I - - - -j) EXISTING FIRE HYDRANT ASSEMBLY IA I 1 I I I AI I I 1 A I ! i A I PLUG, jjABA11D011 EXI5TIrr,-- I14TER SERvlct aniECTION °r t t� S � . NEW SANITARY SEWER MAIN W /LINE SIZE & MANHOLE BSS. S�1'� t"XSMti EXISTING SANITARY SEWER MAIN '1/ LINE SIZE & MANHOLE t' RIMt&� M 86.57A.5 I 111Vm?81.30 111W� 6120 10— MAIN LINE. CLEANOUT (8 ") 9 NEWC WATER MAIN & GATE VALVE W /LINE SIZE 1�0.4 �+N ---- + NEW FIRE HYDRANT ASSEMBLY ,8 "x8'x8'TEE, 1 �\m LEGEND a B SAS. NEW SANITARY SEWER MAIN W /LINE SIZE & MANHOLE BSS. S�1'� +• EXISTING SANITARY SEWER MAIN '1/ LINE SIZE & MANHOLE S'SVO y SIDE SERVICE LINE W /6° BUILDING CLEANOUT 10— MAIN LINE. CLEANOUT (8 ") 9 NEWC WATER MAIN & GATE VALVE W /LINE SIZE 1�0.4 �+N ---- + NEW FIRE HYDRANT ASSEMBLY ,8 "x8'x8'TEE, 1 8'GATE VALVE AND HYDRANT . f� —w� BEND W /CONCRETE BLOCKING, MECHANICAL JOINTS DETAILS. (MJ) UNLESS NOTED eI.77O7 LINE CAP W /CONCRETE BLOCKING -- TEE, MECHANICAL JOINTS UNLESS NOTED - - -DQ -- EXISTING WATER MAIN & GATE VALVE I - - - -j) EXISTING FIRE HYDRANT ASSEMBLY S.S. B.S. STREET SERVICE,WATER METER. 61111-01111, 5ERVICE W. M. Z 45�i LI /COIIC '['�- 5MLE :1 "= 40' t 4rRs:� a g w w Wwwzp z��dw Iiv�33a3 z h z w rx o n r N co o N O IL H Vl 0 z O O a 2 w o O _j o a =) co 1-1- Q 0 )-4 O m U z z W z H- () ? z J U) ® a 1�1 S Y z z < aY 0 0 ru r N (D 0 N LD 0 0 M M z 0 H z W H 7 0 U) W 7 z W Q Z Q 0 r) NOTES TO CONTRACTOR +�� 1. CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING A COPY OF THE LATEST CITY OF RE-NTON STANDARD PROJECT NO. ° • b Q v � . DETAILS. eI.77O7 T 2. CONTRACTOR TO FIELD VERIFY LOCATIONS AND INVERTS ORAWN BY SPRINKLER NOTE OF 6" STUBS FOR ENTIRE PROJECT PRIOR TO INSTALLATION OF ANY SANITARY SEWER. NOTIFY ARCHITECT AND /OR ENGINEER OF ANY DISCREPANCIES OR CONFLICTS (6" PVC SANITARY SEWER SIDE SERVICE LINE LENGTHS, SLOPES, AND INVERTS SHOWN ± � Z 45�i LI /COIIC '['�- _ •ems«, ®r:p® ° °°° ARE ). 1-,0 J IFI {P / Tom/ e.•� L3 -Z ��e� �y sgcr� °ca v L*° r 9 ` q 3. WATER MAIN CONTRACTOR TO VERIFY WITH ARCHITECT THE SIZE OF SPRINKLER SFRVICF LINE. TO EACH BUILDING- FOUR INCH DUCT 1l F I1 f1 _.N PIPE CLr.SS S0, IS TO BE -- - a�� :• /'F °y - , ` o OF WATER METERS. UTIL!ZI L�. ::FEINIAL :r INSTALLER MAY REQUIRE LATEST REV. If11V-55.g¢�J - / '' . • _ _ � � { e - - %,P,. 18612 C ' J L� - '.f f_.. "JTGC'F LINE 4 ANY HYDRANTS WHICH ARE TO B RELOCATED SHALL BE R TS E E L REBUILT, OR REPLACED WITH NEW HYDRANTS, AS ''` • f� l T,\ ■�) .0 '` k *l: `* "'i p °�, 4t4oe - �iQ NECESSARY. ALL WORK TO BE DONE IN ACCORDANCE .00.;T'IOrl OF FNTRY POINT INTO EACH +� O : Mf , WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. '3 / . w a a S q�yGM1�. °® PUII DINr :', -,��WN SCHEMAT I(:ALLY. VERIFY CONTRACTOR TO PROVIDE AS- BUILTS OF HYDRANTS AND NEW INSTALLATIONS UPON COMPLETION. 1 LOCATION UI INt;LF.. :'ALVING PRIOR TO IN'TAIL, ^f;1,11 AD ACFNT TO [ UILDING. FOR ACCURACY PRIOR TO RECORDING BY CITY. . (- - ^Y /M� ..e . - WATER SYSTEM AS BUILT WILL REFLECT NEW STATIONING THROUGH ENTIRE EASEMENT AREA. AS -BUILT SHALL BE I LA, '-.IRZC-TiO OR OFFUt3M WORK,:5 .� CERTIFIED CORRECT BY ENGINEER. AS -BUILT 1 -17 -89 = ENGINEERING C®MPAMY CIVIL ENGINEERING t 4rRs:� a g w w Wwwzp z��dw Iiv�33a3 z h z w rx o n r N co o N O IL H Vl 0 z O O a 2 w o O _j o a =) co 1-1- Q 0 )-4 O m U z z W z H- () ? z J U) ® a 1�1 S Y z z < aY 0 0 ru r N (D 0 N LD 0 0 M M z 0 H z W H 7 0 U) W 7 z W Q Z Q 0 r) NOTES TO CONTRACTOR +�� 1. CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING A COPY OF THE LATEST CITY OF RE-NTON STANDARD PROJECT NO. ° • b Q v � . DETAILS. eI.77O7 T 2. CONTRACTOR TO FIELD VERIFY LOCATIONS AND INVERTS ORAWN BY \ _ ' T T OF 6" STUBS FOR ENTIRE PROJECT PRIOR TO INSTALLATION OF ANY SANITARY SEWER. NOTIFY ARCHITECT AND /OR ENGINEER OF ANY DISCREPANCIES OR CONFLICTS (6" PVC SANITARY SEWER SIDE SERVICE LINE LENGTHS, SLOPES, AND INVERTS SHOWN ± DJ W ISSUE DATE ARE ). 4-97 -89 % � -! �- �,,., � 3. SEE WATER NOTES, SHEET C -7 FOR INFORMATION CONCERNING THE PURCHASE AND INSTALLATION -- - `- ru �a ,ti .:... '�` ' e\ J. /,° OF WATER METERS. LATEST REV. If11V-55.g¢�J - / '' ` hF x. ' J L� - '.f i.: s - -3f ,. f NniiJ.. -... o s /oy 4 ANY HYDRANTS WHICH ARE TO B RELOCATED SHALL BE R TS E E L REBUILT, OR REPLACED WITH NEW HYDRANTS, AS N boa sy� NECESSARY. ALL WORK TO BE DONE IN ACCORDANCE RECOMMENORD FW WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. 3 CONTRACTOR TO PROVIDE AS- BUILTS OF HYDRANTS AND NEW INSTALLATIONS UPON COMPLETION. pa LJ OWNER TO PROVIDE AN AS -BUILT DRAWING OF WATER SYSTEM UPON COMPLETION. EASEMENT TO BE VERIFIED FOR ACCURACY PRIOR TO RECORDING BY CITY. . (- - ^Y /M� ..e . - WATER SYSTEM AS BUILT WILL REFLECT NEW STATIONING THROUGH ENTIRE EASEMENT AREA. AS -BUILT SHALL BE LA, '-.IRZC-TiO OR OFFUt3M WORK,:5 .� CERTIFIED CORRECT BY ENGINEER. 0 OF = ENGINEERING C®MPAMY CIVIL ENGINEERING KING NT5 ^I A I