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HomeMy WebLinkAboutWTR2701456.1GENERAL NOTES � � _ _ _ 8,/ __ � i *14 m �,. I ^r l' ,L O -r 14 J `Y NTK �4�) . q __ _ �, W m bl� h \ Fr= ¢¢3,0 W S. _..-._._. -_._ I �I 63` ,LoT & lt:�= 44315 Q I w 574 47' 1 ZW-W 3�61 3Z /tirovE Ek�4T eto -490=�Y 1,V67x,eL A/R �VACJ�Q7/O,(/Ah 1/. I) •1 , s'umo'uT/e-17Y -11:;-!�-A41-r i . ,C- ` / v7X -..' HYDRANT EX1LRfIE.k IF REQUIRED..; . . - CONCRETE DLOCKIK - 16",B"W' nLHIHUTA CONCRETE BLCCK -1, 181.6Z4 f 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 IULET WITH LUGS. 5," MAIN "AI YC OPENING, TWO 2i" HOSE CON NEC TINNNS MAT IDNAL STAIIDARD THREADS. 4•• PUMPER CON NE CT D" CITY OF SE ATTLE THREADS, AND 14" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE PAINT N0. Lj-114, INTERNATIONAL YELLOW OR APPROVED �P EQUAL. ►IMPER CONNECTION 7yp/ x TO FACE ROADWAY ___11L I TWO-PIECE CAST IRON VALVE BOX, EQUAL TO RICH VALVE CO., I STANDARD 6" TOP SECTIOH WITH REGULAR SASE SECTION. LENGTH I TO FIT . (CONCRETE BLOCKING CAST IRON TEE, WITH _ 6" FLANGE SIDE OUTLET ^I •'f.. ;. 6" LATE VALVE,FLANGE X ME CNANICAI JOINT, .J_- . EQUUALL��TO MUELLER CO. A-2380-16 6" 14 IRON PIPE, CLASS 22 OR DUCTILE CU.R. MINIMUM WASHED ON PIPE, CLASS 52. CEMENT LINED. LENGTH GRAVEL PASSING II" AND TO FIT. TW'O 3A.- STEEL TIE RODS, LENGTH RETAINED ON E" MESHED FOR TO FIT DRAIN 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Department of Public Works at 235- 2635. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Department, and 91l shall be notified 24 hours in advance. 3. 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. For utility locate call 48-Hour Locators, 1-800-424-5555. 4. All water main pipe to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shali conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. 3edding to be class C. .-I.­......�II.III1..I...��...�.I...... .I.��.*­....�...­I.... I ...-................�.1I ..........I. ....�,. ...............II.... ............I­_..I.......I1.........I.... ,I�..�..�- I.I�..�, ".....,...... ��.... "..z .'* �_.I.. � .TrM.._..I._-1..—.......,.......l............I... .....*.......II. ...I.. .. ..._.-............._ �. ...'... i...I.-..\.1.... .�..,...... \. ........._ ..................- .......�....::::::::. :::::::::::::::::::::.: : .:::::::: . / .. ...*......>.".............I... .... ..*- ......... :.:::::::::::::4:::::::::. ::: . I: : .:: ::: II I ! _N T/4 /-,°82 /Z,-5L l �� 50' X 63' D.Q4/VAC._.. ...... ..._..... ......... / ..E 5Y/�aT. 8 .I.L.., ......M.m ....­ ................ -�........'..... .....*..­..... .II .......-......�................ ��.'..... ..... .....*...... I� .I . .....-. .................. ....I. �.........L..I .I..- .....,II�. .II�. .II- .� -.�..-1..,�-......................(�I.. .......I ...... .....* 1.I. .� ..) '....'- 1. .......�..............�......%...... ....... . �._ ................................................... ...... ................................................... ....... ....................................... ............. ...... ........................................ ...*...... ........ ...................................... .......... ...-....I ._............................. ...... .......... .......I ._ ...i�._.-,........1..1............ ..... .................. .-...... .. :::.::::: :::::::::::::::::::::::::::::::::::: ::::I.: :::::::::::::::::::::: :.:::.::::::.::::::: .......................... .. ... .,..... ............................. ..-.... .... .­........_................ ......- .. ... .... ..-....,........................ -.... .. .... ..., . ...............I.......... - ... 1... �i.... .*......i....... ................- ,.. .... .... .*..1...1..\.._....................... -... .... .­...,..-...-.­.... I...........�............ .... ...(� .. .... .1.....................­. . .... .. .. .* ...._..1:::::.: -:::::::::::::::::.:_::::::::::;::;:;:::: i:!: ::::::: :;::::::::: ::::::::::: . ....._....(................. -. .. ..,./_ ...................- . ..) ...-.- ....... ........... .....".................... . ._..._...........N........-..�'7 ...... ::::::: :::::::::::::.::::::: :::::::;:: � �I� ::::::::::I ...4.............k...... 'I*..,I.A ...-...................*�.1......................_.. %') .*.._. ... ...... .�..*-I ...I..T,...,.,........�... . I �I .*.". ,... ............... .I. .� ... ........... I. .. . *.. .......-............ . �-.. . ..­... ...*._. /...-..........I......... ....7...................*........I................ .....*..'-....,..I._.:::::::::E. ::-::::::::::::::::::::: . :.:: . :: .:::- ....�.......... .. .*I. . _.. ..,...........,... ..... . _. .*I........_..r.......1......... . I.I......._...2..-............. ........_.-.o....._.....I........ ....._ ... I ......'..9 .. .............. I I. .L—....'...-.,................I .._—....*..._........�.......... -... .::::: . ..::::::i: ::::: ..../ \...- .. :::::::::i: FIRE HYDRANT ASSEMBLY 5. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on ..................................... .........A..-......-......-....-........-............ .......................... .. .. .. .......... :.:::::: :::::::::::::: .: :::: .: ::::::: ::: . ....I....... ..­........................ .......................... ........................... .... ....................... .... ...................... . ..............1 .... .............. . ......... ............ .. .- . ........ . ...-.k.'. .I .., .!..45..�.#..... " .7ff,,..... I ...-,.."..7.....T... ... ..��..B._.l�.A..W .-.,.,­e.r dII III IrII I `X ,57, / 7/L 4 'K/`rR SPRY I V 44G 0�/W7Y AE3A-t"7v plans, and in accordance with ANSI/AWWA C110/A21.10-82. Cement lining shall be in € ry 8 e / P4n• 35/L /,- accordance with ANSI/AWWA C104/A21.4-85. If fittings are 3 inches to 12 inches in i �' `'��� K/u� 7' p r ` � 3/4'/wv x ��✓ �� ,�� �" diameter and have mechanical joints, the fittin s shall be in accordance with either g iII . /3 4 73' - �" +_L3 _,,__m._ ANSI/AWWA C110/A21.10-82 or ANSI/AWWA C153/A21.53-84. 3-inch to 12-inch diameter ,1' ___ _ _ r...I..�. ...J. ..iob..., .. J __ __ fittirs which have mechanical joints and/or flanged joints shall be in accordance with •� ` ANSI/VWA C110/A21.10.82 or a combination of ANSI/AWWA C110/A21.10.82 and ANSI/AWWA N Al,,5, 49 nW ST, 1403Z,,! ^-8",Dlq. GL 52 W -, 3,3 3 �z' 0 C153/A21.53-84 such that the portion of the fitting with a mechanical joint(s), may be in .......J........ ...... . I- .*.. .......1............... .--.* .. IL!T- ----- _� �, 1 _ .....I. ,I Z1_........- 1....� \............. accordance with ANSI/AWWA C153/A21.53-84 and that portion of the fitting with flanged ____ T� V) f 415ZP 'K - IU `C 20 $7. joints) shall be in accordance with ANSI/AWWA C110/A21.10-82. Acceptance testing in I 5�q /' - accordance with section 53-5.3 of ANSI/AWWA C153/A21.53-84 or with section 10-4.3 of `\ 8 ,/ &"Vl,q 75-` II 8 / _ ANSI/AWWA C110/A21.10-82 shall be obtained by the contractor and transmitted to the • J � L )e ) ! zo'_ owner. J �U = M �_ 574 2 4,�So'R 6. Gate valves shall conform to AWWA C500 and shall be iron body, bronzed -mounted, double I �I TR ) disc with bronze wedging device and 0-ring stuffing box. Valves shall be designed for a " � VALVE �L ><it/f c/ I , m / J� minimum water operating pressure of 200 PSI. Gate valves shall be Clow List 14, Mueller m �� ��� �� L- Company N0. A2380, or M&H. All valves 1211 in diameter and larger, shall be installed in IN / �� ' h O J� a vault. See water standard detail for 1211 Gate Valve Assembly Vault and 1" Bypass Installation. N) __ ____ __-.._ - \ /iT f- 7. Fire h drants shall be Core t (o enin with the /�' X '`"/ Y y ype p g pressure) conforming to AWWA C-504-80 4) / with a 6 inch inlet and a M.V,O. of 5 inches, two 2 1/2 inch hose nozzles with naticral �C,_ oT standard 7 inch, 60 degrees V. threads, O.D, thread 4.875 and root diameter 4-6263, 1- 1/4" pentagon operating nut opened by turning counter clockwise (left). 8. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below /99/ ......... . .... �........., -......_.... _ ...._........ .........-.. .. .. ........ .:� I 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. 9_ All water mains shall be pressure tested and disinfected in accordance with the spec fications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. OLA" � 10. A preconstruction conference is required prior to any construction. A minimum of 3 /"/ 4 O / (three) working days notice is required for scheduling. Prior to scheduling the precon a Npermit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour notice will be required prior to starting new construction. _ ............................... V.....................................:.......................................:.......................................:......................... ..... I . .,................................................................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... al ecessa y m s for .........:.........:.........:........ ......... ..:.........€........ ........ ......... P .. . anti co struction. .......... ......... g ..... ................................. . : u n r per r o ........ ........ ........ ........ st n n l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. Installation of corporate sto s water services lines an m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P X , d eters shal'1 nn be done until:- ......... ........ ........ ........ ........ ..... ... : all ..... . . .. • . . ..... • ....... . • . . . • . • • . .. . . . . . .. ... service agreements, meter applications construction ermits and m n ,J F P pay e t of fees€ .....................................s'.............................................................................:......... . _.....................:.................................... . . ... ...:.........................:.......................................:...... i._ .................. ...........€..........................-............................................... have been made to the. Cit of Renton.. . .................................................................................................. ................................................................ ....... Y I ..... ............•......... . . .................... .. . I,. : % : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - . . . . . , . . . . . . . . . . . . . . . nneetion to existin mains to be aecom 1' h . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 pis ed by...the Git of Renton exce - t wet.:.... . . . . . . . . . . . . . All co Y s P ......... .... ......... s �l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . taps which may be made by approved wet tap contractors with prior . a royal . of : fram the ......... .........:.........:......... 3 ... ...... .. PP . O: ......... ......... bepartment of Public Works. All necessary excavation and materials to be supphied b the: I ........ ........ ......... .... ......... :::..::.: ........ ..... Y IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . contractor and be on -site rior to Cit notifications . . . . . _J ....... P Y . _.... ..... ........ ........ ......... . ... . : ..........................:........................................................................ .............................:.......................................:......................................................:................................................................................................ . @ ............................................................................... . . . . . . . . . I .� ........ ........ ......... ... ..... ........ ........ 14. : ..:.........:.........:.....••• ...... ........ ........ n. g �..................................... ... ........ 4i. ( .:..........., N. ...... will : €.' ........ ...... ct r sen*ati . . :......... y . . . . . . ethe Utilitof De artmento24Rhours inladvance be .... •... .,.. .. tify Y P of:... . : bhckfilntna ................... .......... € e accompiist�ed by a ors esponsibilt to no % - Q ' . ....... . . . . . . .. .. . . . ...... . .. . . . . . . . . . . . . . . . .. . a li g all construction, The contractor as well as the Engineers shall kee _ as= 0 ......... .........:......... .�. . . . . . . . . 0 .� X. \ built drawin s. P >" J . .... ... ...... 9 o....... .... ........................ �t x .........:..... 1, ,, i�"Q�::... ......w...... :.......................................:.......................................:.......................................:............................... ..... ............................................. ...................:.... ._� : . . . . . . . . . . . . . 15. Contractor t • _.................... o prov a plus and tem orar blow -off assem 'fit G .:.......................................................................................................................................................... 9 P Y blies for testing and ur ......... •,. •.•.......•........... :.........:...... :�.�. .:.........:...... \..;...,........ ......:.%........::.........:.........:...... : : :.................................... Y ::.... Q, : ; .. . . . . . ... io n _...__.. _... �: . : V J w cceptance pr r to-Fna1 tie-i _... .... .................... ........ ........ ........ ...... .. .... ... P ....... ..... ;.... ... ........ Q� : . . . . . . . . . . . . �l w. o :.........:.........:......... ......... ... �r W ' S� �. p �(, 16.. All joint restraint systems (shackle rods nuts bolts etci) shall be as manuf 5 w `U 011 F F F. actured by � .4 C. % . . . . . . . . . . . . . . . . the Star Manufacturin Com en d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . >. . . . . . . . . � . . . . . . . . . . 9 P Y of Columbus Ohio - or equal approved in writin b the . . . . . . � � A) �p � �: t , g y ../........ ........ .. . .I......... .. .Y................. I.. ... .. .........:::.:;:::::.:: :::. ::::: :::: : : :: .: ::::::::::::::............... . ....................... .. ................. ..... . ..........I1... :::::..........I... . ...... ................ ... ..... ............... ... ..... ... ...I........ .. . ... ..................... .. ....................... ... ...................... ... .......... ...I......... ... ........ ....... ...... . .. ........ . ::::.::.::I:: ::: :::::::::: :: :: .:: ::::: .....-. . .. .. ...... ........4.... ........ .."I.. .... . ........ .......... ........ ...I.. .... . ........ ...I ....... ........ ..b......W.. ........0.. ...... ... .6..I...,....... .. .�,... .. 16.� I�. .:: :::::;::: : :: . ......... �... o ........ ......... ......... . '� 1 � O Department . o.f Public Works. . . : +�. . . . . . . . . . . . . . . :::::2.:: ::::. ::::: : : .:: .: .... . . .. ... .... ::: :::::::::: :::::;::: :: : .::::: : 3 m ......... .................60..... : � . ........:........................................ : 4 ... ., ..:.......................................:.......................................:..............................................................................:.......................................:......................................... . ................:.........:.........:.... �� �y ........ ....... ................................................. .................... : Q. Q . . . . . . . . . . . . . ... . . . . . . . . . 17. Asphalt.. -and -concrete... street avin shall be s ................:.........:.........:..... ... .... m w X � . �. " tJ. d U P 9 aweut....to a nimum depth -af t o inches Oil .. : . : .. `� q A( ': lr I. raat streets may be spade cut', All surface concrete . avement sidew k . QG ` 0 ...:. Q ........ . ......-...T.'......... .. P P al s, curb, gutters, . . . . . : : awcut to inimum }� , Q ,m ?� Q : ? eway approaches shall'be s a m depth of two inches or removed to an and driv h tp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . existing expansion joint. ' V) \9 Q \ pp V < k A n .........°......... ::::. ::: .. ... .... h : : ...... .... ......... ............T.•• • 0. ..... : i8, A tem orar cold mix as hal _ /G1//'.� : P Y t atch shall be la n : Pi - 3 %...........................:...................... ........:...............................................................................:.......................................:.......................................:........ P P p ced o the day of initial excavation with: ...............................:.................................,............................................;...............................................................................:. .. ;: .. ........ ........ ........ .. .. r : _ - �~ nt, sealed patch to be placed, to Cit of Renton olic..within ten . ; _ _ . . . . . . . . . . . . . . _ `a_ pe mane Y P YT days. _.Call _ .............. :.:.:........ ........ ......... ^_y_ ,L � LZ/�ti/ , .� for subgrade inspection prior to placement of final patch• Trenches will not be left :: .. >-_f . h3 GVitrl ve n : : Pe g wi t p for written oval o the In r , ��� f . : / Pp p F -� �` o n o r i ht 'thou r a r s ecto .:.........:.........:......... ....... ::::::::: ::::::::: ::::::::: ...... ... .... ... ... - . � � i .A. .... .. .... T .... 1. :I ::::I:::::::::: : :::::::::: .1 ..... .,.... ".I..... . .... .­.. . ..... .... ... .. ... . .... .�..... ...., . . ...I....... . . .. .... ...-I .............. .....U......................I...... . . :s9 . g3 p ...... :: - 19. : : / i . . .. . . . City projects: such as telemetr conduit the PVC i .......�....E..I........ .. .............N.... ..... ....... . M.... �.....�. ...... .r;�:::::::::: .::::: :::: . .... Y e .......................•..... For y pipe used shall b sct dule 40 in 3 5.4 unim roved areas and sch . ..�..... : : : P edule 80 under '........................................................................................................ : : € . . . .. i ove ...........•............................................................................._._....................................,.........................•...................................................... € d areas. All chemical roce s n.....................:.......................................:..........................._w.....................................................................................:.......................................:...................................I...:...................... . . . . . . . . . . . ... .. . . . . .. . : :................................. .................. s a ...... ........ ........ ........ ............................................................................ ...................... edu1e80 V ....... ........ . ....... ........ ...I.... ........ __..__._ ........................... ..... ............. mr : be sch P C .pipe : !-� .. ... . 4 3 3.7 ..... : - . . . ... I f : . . . . . . . . . . . •/ F : / P . . . . . . . . . . . . . . . . . . . . . . - ......... E:'' il!►1N P ^�,Yf R ........ ......... ......... ......... ......... ......... ......... ......... ......... it��`.w>!s ff - .. . ........................ ........ ......... ,► 't` `, • j - I . . . ...:... ...:... a.. : : . . ...:... ...:.. c .................................. ... ....:.. ......... ......... ......... ......... ......... € : : € .... ... ......... ......... ......... . .... ........................................ gA • . • a . . ".9 c W , . : F • - - : : : : : : : AN II 1 C •. O :.........:.. 'n .1 .4. : : : .... �.-. .........:.........:.........:......... ......... ......... ......... ......... ......... ......... ......... .... . . ; ; . . . .................. _ : : : ........ : € : : € ....... CITY O F . . . ........................................................................ N .,►.......... NTON 5 ........ ........ ........ ... .... ......... ....... .. ........................ : : : : : : E : E ........ . . . . . . . . . . . . . . . - �e>rvrr/,N��....:.. ........................................................................:. t . . ... . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . , . . . . , , .................... ........ ........ ....... D E P : . • . .......:. :.:.. /Q . : : : : ...........:......... ........:.......... :... -*.. .....�I.I...... ...',...S.*.. l'-'�-"� AR7MENT rJF` PUBL-IC W ........ ........ :::..... .. ... ..... �TF O C T a c R L T � O E p O �d :. .. ......... ,c.1 ......... ......... ......... .. 9�`?'l? .... u/ o��L ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::: ::::::: T : ..... ....... ....... .......................................................................................:......................................:.......................................:.......................................:.......................................:.......................................:.......................................:.......................................:.......................................:.......................................:.......................................:.......................................:..................................... a - - ......... . . ....... .� _.. .€ .. .. _ • . . . . . . . . . . . . . . . . . . . . . . . _. -- DATE FI LE NO ........ ........ ........ ... i E :...... �fZS ................. - : : : : i ..... .... .. ems- DRAWN _ : . . . . . . . . . . . . . . . . . . . . . • _ . . . . . . . . . . - - :06I I7 . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / FIELD BO n . A ,e t� . . . . . . . . . . . . . . . . . . . _ _. I , . . . , . . . . . . . . , : / . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : i ' : i _ : !"�RJ ECKED :L.,I I I I �. .�I I .. .. ::::��� �_ II .. .. ..I ..� ... ... .. ::.:.:: . . . . . . . . . :::!::: .. .. .. .. .. .. .. .. .. :::::: . . . . . . . . . :::::: . . . . I . . . . . ::.:: . . . . . . . . . :::::: . . . . . . . I . ::::: . .. .. .. .. .. .. .. .. ::: ... ...: REVISION: tS10N i : : : CH BY APP AP ' R. PROVED DAT[ �-� �x --- Z - ................ _...,..,.-,«..,......,,.«._.,,:.:,.....�,�.,.»,....M-.,�.,,,,..�...,....,�,.,,...,....� »��,....�....v...�•....+.,.w w.wwa��m-�.rommw,•v,,.r....,xi_.•«w+�»,....d,.. _...-.� � DIRECTOR O F P U B L i C R K S FERGUSON 8 SONS INC 91 704 � •�„� SHEET OF V