Loading...
HomeMy WebLinkAbout92D1291SEC. S, T 21 tiJ., R" 5 L. hl M Ewel" S5 M I sa{rl/L =Tope?bf �Iscn. I - / I I I I1 - y, is ' l 1"n'" i @ +t " I 111A1MRepG l I<ppSsd% II SaG.en oT S.t;.312'K Sf, wJ IIG tI, 3-C. ( I I / ; � r-_---I, , •p � IV I I II e�!._ s< I ;•... -� Y � . ■ .4 i ,,E In iAJ)'102.76 �.. I Elsu= 354/e ce •f` 1wr., / � \ r I I ' •,' I " I 1 ti'o � I �E �)QdL56'-la"6 I Tv f1Y I ELEu• �4b.3S 1�' > ae. -- EIS fE)4oz.EG- . 7 Y �I Tw�'<rp"ud Te-IMc Ct .F' ` / 3 • •A I I p \�� 1 i n I I T 04 n l .... , i • 1 m bff `� p"aI- / - 2' •" .I IS pole MOI7 �war S*-< •-`124s/I0.L l-8"Cmre Valve �,_-- /\ , � s o --11,. �.c}'pole 3el.�L eP 31oi1, cr. S.G. �JO/tlr PL. I - I, s C�. diyt'�E Ak, oc - I .I a. . se Ebeu. 434. 854' h _ " I I i - " "a I y I I ' I I I -- - - - T---- - ,--;---- ' -� jl i M,ULBERI§Y LAINE - - " --- -- _ 2 ---' ., -� Ss�s4o.z. I i l I - W"Go��"$eRd o 8 / 9 I to I II I 12 i 13 I I IS I ERI ETNj A"'.. "1 j •' r I...ga T I / I i I I �II I! ♦� • I Ig 1 W Coec. 9e�f I �•-S'I / it ELo<k 1 --- '- 1 -- 1 I � I e 'j 1 ♦ .� pap .. I aw--I---- v-,eg e Ip'201 �-20 WATER LIIJ6 G 5 4 ,} z I .♦ ^" E St� see sT¢IL _5I I FasEMElJ CIMARRON PLACE o U! N X. ; =i I ss 3 amply a f I I " -.�; -L- --I- .. 3 .:"'� -� - -- -- I -- --L ---- P 5. 84ek 2 ei CD. I �t-- I uM.�/s Alanre r�.t I i NOr� . __ __ nM�lv¢ou rl•. -� � I (- " I �. kF 1 7 I I 6 RZ. WAr$Q MgIN 9 t I J ya 1 d t. i >71'vVol. foh 3. I ,P9 G2 25d&L� .-0 "ro bE LmPEo Le77( I .. MLJ48EM 'AYE" a n I2 is 1+ Is Ic i - I d w, "Lc ,� I 1 i .� N ,� '_�• I a c��3 c��3� /� s+o9 I O I seo /ese+-% ,rwGMT _ .L. 3 -/6 � ,�. • � �ViseD Uigr tlMM� Mori b I v i I n i vie-IWI-rY MAP w Ir o o l i4/s,/� -.e ss,enar IE. 343.3 I t I I 8 Se" Ah S sra- 2.8 - ew�.r 51tr KS C 'k 6 T Z wm I a• c-r- ata. l4' ler. +K3' 4o. 25;)Zr ] 51,44 211n = 404.63' elder 5 «b 1.E G4T:4•p2.13/ 8 - � S G"p�O.Z. 55 14H%3 w IN 90 JE 17 8.41•r6r1 PvL o j.�r WCmlc-rtYYs-I'Sl.«k e'.K: ..•. •. �- L O /' i �• - r ^ e 14xfa•G•IidLYsll;w I v � MOO L♦r,QIL� Q' Y i sewn- $fub Nlv T' 2 :" 8" ptY, e 2• I V @ f °I . // `+• \�Ierin 2.82'G _ , r.;,::•. +/ M �: Sa. + Rim i 22.4LT � ` s Rnn+4m2.24' J 7 °' 91Y. 4�i6 W LEJR-N?6.2IV -V0pK- �hli x Y 01 ca e r 2 1Eolli=395.I6'-8"aPv� �p y a IYYse 4+Ip-14' LT O' 12 era 47 -��J 6. 51'_Ix C.P S.tyer•�{t.b V 1 ICE In rWl a'ro.0,171, Z;= C� V N � II SGaer �Tu6. r.E OYIr[):3TB.11'.•,rzafnrp �M tt}}1 t�Y V' E S S c Sfe. 5qq+2$'•-25'O �Yl S+Qo '3`�"ie''"'s u IR.E !n (N)4401,G3T 12"pr cwP 3+00 MQ G"/rem I.E Du7f EJ=4o/. 53.,./2^'t <'ap v� }r o M r• a H � r P Y Y 8 �- ° 1 r� yr O yl lzr�C''�PC � I 33z n M " J tf m 3 I tI I 3m H / f /2//�CMpar S7a n Qim =4q 4 89' ` ` f--------- I•E.In=3"/8,41--�"�Qvc- " ICVC. / r I SS MN" 2 5Ta. ++-02- 9' L - I Rim :40224' I I IE.In=345•Z6"._8"rJw�_ IV -II�ro1 i Le- : Sewer, Water 'form r� 38B eorpvc- e,,MCI �a , Cllry<rrron tL.aG� t ��r I SRni wr VertieAL20` : I" - 2' Water' Line, see 5' IZi o7_ L..�Si �) u5t 'J I1VYL kCir0R6'Co �ejLU{ k41Cr (.Iwi Warr pl e. LE k 2+60-341.40' L. �f 4 L bT 10 I L oT I I L 4+00 aLL z s aw-°rr AssElAs��r 3+Oo or 13 5+00 I t, NNIR 2 C -T Z �'8*•Z Typel Ncw SS NH`! GiwYNi inns?Ig Idr4;�) I ai _ /� y4 sfi. 2+60-141 2t p Sfa 1+10-142T SIt. - , 4't7 ♦ I _ a ' ^ n/1 C< C LnICLk39t.b9-lfiuw B E�oart�3i7.16-Iz°rwp RIInCN)-- 94�ExisT+llo'pY:- A .I IM w {.( ) w Dntac 5la..i 5 2+a ; N I.E le Cw)=391,'J¢..Ileo) 8"� IP w >S /.E.OYfR)395.59 ma's%C.I/ 1 42 2 Srr<1+2o 0 5Ta. sta, 3+�34 x"%eri" .3eC,.¢I-Siub.6 .I S2 p� I L+ � S SYa, 2+53 'i s wet snlesommammond wm �• F7 1YM 3 6¢P.1. wn m"pv� I pep IE.315.•j M I-12 xlik 1iTsG g I - s" �7 2-Iz" G.rc VaLres w- _ 1 /50'�-12116 GDIPS.faw/CJ139 % CaIt..BLocKlrg w ¢yo,M mlillfnin 5'wn.5gnraF'm vn<fe r/= I l WAfer• C)�7ac JeN.r Sf b w 4 _ -- c" .x.s•< sr ee.ls9:or.r8"dlwT.r T mmnTJi, Io'MIn.Sr{arolio ill 3100� a - Zl-, 2+00 5wnd <ushlen Wsen 1+00 BIlk Ao- Eiwron MT<r s.w. ll; a +1 N HO 60' LGF S6nnDeieOrim C • IOT C a jf v R p 15B -•12" ter S"rerlr �. 3./O •/. I « `T � "' I �"d u'P redYeedn.as +' "r _' � � �� vu.L" Prc sw M +os STe 2+-.",+&T ,� iwe �('6'F3 TYcri-48" t, wn 0+5 ., u R,n • 3.17 e3' 9re. 2+M5 ^- I ' LT. Q h 6.. YD. L - I II F �I N eh O ); ^' a DcYa' Srdl' r.E 1111W)='l43.bI -ria 13 Eeu Q/m 3397.58•-seas,tock� . ICJ' �VVI ��, 1 LGJ M)•34/./('»•/s' l sra INe - --- - _-_- o' K LGoi)C6)3308.76=6o"era C 1.LdOff 371. 00-/2"Lap To Jer an /,L Iry CW)=390.80'-12"1p GI< O WM //r) 3fe, o+3T--7 tl.�i�.i L4 Jx.o Cw I 4cbs3 � ryyj �fe 2+4z c /p = ae4i4e '_"gyp 6a W w a.n Q N a ' 16 Tus-rw�t Ow.9 it p sr•3Tal C WsrsBw. c343.7G' \gI �. O �" 3 Z & ti` Q l�/ i O LL `O 9�S , Y ) aoo O+pp 1 s r Q F� I 1k V� Q 1 .0' VGe'TL'c-S fAlOS'fm �Qwgw y Vol) �•� I• Q r SEMVJMM ZEWXC tr WA'f6K. • o aF o ' 4 n. 1 PhGIK!� Vaal IF LS U5E 6Mv NIAu, 8uf M ri � H "N a 1, -4 •� lu uo GASE LEys -MAW tr y II L r- g 1 Cr(QIGAL) V r h IVI �\9 M gq #N `1 b N b >. 'p N. O d A V I I' � + ♦p # W ?O p, { v ,Z.IZ� _ - Ik O' ' 22V T m _a yjV 4 V V N N /COAL. QT g 5 W ITT � I r T3� Q 3 a� I ; I o I 394tk7 7- .� --- - «w RIM - 310. -„ - 44' SAWITApy 11 G.InCN)=362.44- o"d v' _ - - 7-MISG_PLAUS ARL AS-TOutLr AMb_ Z3/- /08" or CA1P _ ATIOA-bmcow1 ACCUR- A'� X �-� WEFLEC.TS EXl-6rl MAFIEID 0 •�' - 1Ovm pGL�• 6I1110X_ TIP& I I _WLIDtTMIUksS OF THIS DATE: ym W/ �j Fje1 IC.COGrC.PA ��$ ©I5T02t DF_TENTION Y.aee 92a iG Co.3folRF L.S AIS6 O.O °fo ^ e a THESE. PLANS ARE APPIp VW FOM A 4,` , • O Cp1.JFO1zM/NlGE Wfr+l 7NE GI'fY OF 1 � a I ADI WRN I:NGINPMINd V1610NS >' ( „" 1 _ KLIQLIIREM0" FaR SEWEI[ c u wwo WATERLINE ONLY. / m i_Ci' ' i-OT 2 `�I1. c0T t 1 G LoT 14 2too I La-r IS T - l+� LOT I6 APPkOv o BY RM.✓ +� P1AQE i♦rMWVErr8- 2T-42 FAC.oOov-sl Q5/2 9Z Dl291 / OF _Z J H ML CONSTRUCTION actual 1. All workmanship and materials Mall cantors to the City Of Auburn•s requirements and specifications. 2. HtAbd"d SP"ifiestioas shall be 1961 APMA as modified by the City of Auburn, including Auburn's Standard drawings. 1. A copy of those approved plane Mall m on -site during caMtructim. a. Pre -construction moetilp shall be required prior to any on - sits work for all Public Facility Extension projects S. GfCSLL (1-800-626-5555) for utility locations (water, Shelter yy saver, atom saver, gas, power, tolophom and tol vislan). S. During construction, Contractor shall be Inspired to control cm -site Store rater runoff by Using tower"" avmeiM/PiltatiMa neutral procedures. go sediment laden stem water shall be all, to discharge into the city of Robert's atom drainage system or onto adjacent properties. 7. locations of existing utilities am approximate. It shall be the Contractor's responsibility to determine the true olovStlans and locations No as to avoid dome" or disturbance during construction. a. Existing pavement surfaces shall be New cut full depth with straight, uniform edges. All joints between the new and original pavement shall be painted with asphalt emulsion (C65-1). 9. The Contractor shall install, replace, av "locate all sides, as shown on the plans ar es afteated by construction, Par the City's standard detail. 20. Blactrlc and talmphans lima shall be in a trans win a mLimus horizontal Separation from other utilities (sewer, "ter, store) of five test. 11. All construction Surveying for extensions of public facilities shall be done under the direction of a licensed load surveyor or a licensed prnewioHal Civil Ing Leer_ 12. During construction, all public streets adjacent to this project shall be kept clean of all material deposits resulting from on-eits construction, as directed by the city. 11. Certified As -built drawings are required prior to project acceptance. Refer to "Cartified A$ -built Requirements'. 16. When utility "Basest, are required, the minimum width shall be fifteen fast (15'), depending on depth and location, and no Permanent structure shall be constructed within a distance of ton feet (10') of said eaoseent. 15. The City of Auburn has established typical Trean Excavation and baekf111 Drawings to be used for the installation of utilities. Refer to these drawings for details before Starting construction. 16. All required landscaping shall conform win City of Auburn toning Ordinance, Section No. 10.50. 17. For MH 6 CS rim adjustment, maximum adjustment with brick of rise and castings shall be fourteen inches (146) without adding now aset ions. 16. All Manholes and catch region in public riyht-of-way or easement@ shall be adjusted after asphalt paving. M/be REF. FC0a6 HABITANT Mean CG11s"a low BOTEs 1. Refer to General Construction Notes for general requirements. 2. Sower lines shall be laid to the grades and elevations shown on the drawings and shall not be changed without City approval. 1. Side sever shall be installed from the city sever main to :in ice of five fast (5') beyond the property lies and shall be a minimum six inches (6") in diameter with A om percent (11) minimum slope. 6. Hide severs shall be installed, Mere required by the Engin or, using commercially Manufactured toss and "all be plugged win watertight plug. All joints mall be approved rubber-gooketed joints. (The location of the side never$ shall be marked at the and of the line inside property by a Pressure treated 2 x a, four feet (61) long healed IN the ground a distance of throe fast (1'). "A lemur and Mall have a 2 x 6 cleat Hailed to it to prevent withdrawal of the stake. The exposed one foot (11) shall be painted traffic yellow and the depth to the side Never or the shall be indicated in black paint on the 2 x 6.) In addition, the letter "S", two inches (2") high, shall be matly imprinted in the top of the curb before the concrete hardens to designate the side saver location. 5. location of aide severe shall Only be changed as required during construction upon authorization of City. Contractor shall notify Engineer when exact locations are determined. 6. Contractor shall obtain any necessary side saver connection Semite from the City of Auburn prior to construction. 7. It Mall be the Contractor's responsibility to insure that " uomflicts occur between sanitary Newer linos and proposed or existing Utility linos during construction. a. Unless otherwise approved all connections to existing never Main with new team shell be done by no City of AUDUM. The Contractor shall be responsible for pipe intallation, trench excavation, back fill and pavement restoration. 9. Tan foot (101) horizontal separation shall be maintained as a minimum between sever and other existing or proposed utilities. 10. Om foot (11) vertical separation shall be maintained as a minimum between sewer and other utilities when a crossing of utilities occurs. If oho foot (1') minimum is not possible, than a Sand cushion shall be provides as directed by the Cngimer. 11. All connections of San 35 PVC pipe to manholes shall be made by using A.C. or GPx manhole adaptors, or approved equal. 12. Pipe for unitary orvars shall be $Do 35 PVC when pipe cover exceeds thirty-six (36") inches. Reinforced concrete ewer pipe, a= 21 PVC, or Ductile Iron Class 52 can he used when approved, and primarily for oversizing pipe and deep or .hallow trenches. 11. The Maximum laying length@ "all net excaod twelve fast six inches (1216") for SDR 15 pipe. le. Bodfing for PVC pipe shall m 5/6" Minus Crushed Nook, four inch" (6") under to six inches (6") minimum Over no pipe. 15. Bedding for concrete and ductile Iron pipe shall be 5/6* Minus Crushed Rock, six inches (on) under to six inches (6") minimum wet the pipe. 16. All pipe trend\ baskfill Material mall be Class •A" Bank Run Gravel, modified by the City of Auburn. 17. Pipe trench ackfill Material within the right-ot-rSy Shall be 5/8on Minus crushed Bock when connection is Perpendicular to this City streat. Is. M til/wator soperator will be required to cOHMat building floor drains to the unitary Newer. MN/bd REF. F9065 51i/4" M.V.O. R em^NT CONSTRUCT 0•"CONC1METE e,LA6, 4'w4' SdkU00tE(2 EVQ /c mummer ON HYDRANT, IF HYDRANT is SET PEHINO SIDEWALK OR ELSEWHERE /FINIS" PAVEMENT (AW WA "C' 600-77) I/ rCultb 4 GuTTER CAsT MMA VAL14E60K O MIL P'LAbT�IC SHEGTIN6 4"RGSILIANT OVER GRAVEL WEDGE GATE VALVE 4" 17.X PIPE CAST IRON TEC -III AI •' eo61GRET-Ie 'w 61pCK141G MFLH.JT.(S� 'L-"�4 6TEEL • 1:.:• •9NACKLE R00S(S) FLAN6.E JOINT CONC. DLocK �11, Mec"tAICAL.101NT 1 NED GRAVEL waahNOTES: I) WHERE NO CURD �. GUTTDRIS INbTAILED, FIRE HYDRANT SHALL be L0CAT600N RELATION TO GTTCEET CENTER LRAl) AS CITY OF IMPIC/NTED ON THE DRAWINGS. *WOn M CITY LIMITS 4 A11tt*,�A WITHIN FIRE ViNYMICT Na.44 AUBURN WASHINGTON HYDRANTS TO HAVC 2-r me N.b.T• HOee PORT 4 1 -4 %l N.6.T- Pump"M PORT. (NATIONAL. STANDARD THREAD) e��M6IhA-LUai,9 MAY K uKb IN rLACC Or t %u W.LE RODS 51/4"M.V.0. HYDRANT WITH PWUO1C ArPR.OJAI OP UTILITY EN6INEEIL/ WATER SETTING DETAIL DIVISION SU►ORV1'►OaL. \ ENONEER DATES E mA LIM OOMTSOCI'loN Molas 1. Refer to Gmeral Construction Rates for general requirements. 2. Pipe for water seine shall be ductile iron seating ANSI Specifications A-21.51 of latest revisloM and shall be thickness Class 52. Pipe shall be cement -lined, in accordance with ANSI Specification A-21-6 of latest revision. T. All public water Maine shall have a minimum cover of forty- two inches (62"), 6. ""1" for ductile iron pipe shall be 5/6" Minus Crushed Rock six inches (60) under to six inches IV) minimum over the pipe, unless otherwise approved by the City. 5. All pipe treacl backfill Material Shall be Cis" "A" Tenk Run Gravel, Modified by the City of Auburn. 6. Pipe trench beckfill Material within no right-ef-way shall be 5/V Minus Crushed Rock when connection is perpendicular to the City street. 7. All valves for water lines shall be resilient wafts gate valves for twelve Inch (12•) and caller. Butterfly valves shall be used when over twelve inclose (12"). S. Joints, except Mere otherwise required or shop on the drawings, shall be either mechanical bolted type, or push -on rubber ring gasket type, conforming to American National Standard A-21.11. 9. Pipe fittings shall be ductile Iran and shall have the same kind of coating, lining and strength as the pipe to which connected and ohall conform to ANSI Specifications A-21,10 and A-21.11 of latest revision. 10. Wydrzatatis tests on tm raw pipe lim shall be Made in accordance with the "Procedure for Water-Pressuro Testing Water Lima* and the latest provisions of AMA C 600, except as modified herein. All equipment necessary to make the test shall be furnished by to Contractor, and the Contractor shall conduct all tests under the supervision of the Engineer. Pressure tuts shall be mad" on all piping and appurtenances installed under this contract, including all connection to existing maim at a minimum test pressure of 200 psi. II. Diaisf"ti" of the now water systes shall be required prior to connection to the existing water lines and Shall be in accordance with the latest provisions of AMA C 601. 12. Installation of corporate $tops, "ter seteigne, lines and motors sell be per City of Auburn Standard Details. Services call be a minimum 1/6 inch Type R copper tubing or galvanized pipe. The City of Auburn will install the motors. The City will install services from "in line to the Water when the existing water line is in an existing City street. 11. Bladkiag for vertical and harizontal bonds shall be per City of Auburn Standard Details. le. Contractor shall obtain any necesmary water service "=action permits from the City of Auburn prior to construction. 15. All valve boxes in public right-of-way or easements shall be adjusted to final grade after final paving is complete. 16. Whore the underground supply tees off to serve only a Fire Sprlakler System, a separate and detailed plan Must be submitted and approved prior to installation by no fire Marshal. 17. Piro lydrests A. Fire hydrant *anomalies shall conform to City of Auburn Standard Details. a. Fire hydrant feed lines shall be installed at right angles to this supply Wain in conformance with the 5 1/4- MVO Hydrant Setting Detail (City Standard Detail). C. Hydrants shall stand plumb, not to finish grade with the lowest outlet being no less than eighteen inches (16") from finish grade, and a clear area around the hydrant of no less than thirty-six inches (36"). D. Pumper port shall face street or fire access and be readily accessible to any fire vehicle for fire fighting and pumping operations. E. ioadg from the service Main to the hydrant small be m lees than six inches (6") in diameter and any Ises, war fifty test (501) shall be not lees than eight Inch" (Be). P. Fire hydrants shall he installed an eight inches (8") larger diameter or di*tribution supply Using. G. Fire hydrants shall be installed at a minimum Spacing of 600 fast along streets in Single-family zones and 100 foot in all other zones (on-aite hydrants shall m a maximum of 150 feet from furthest point on building). M. Easements shall be a ■inimno 7 1/2 feet each sift of any hydrant. MM/bd UP. FE066 •A PME'Le 4GRVK6 STRAP MUELLER oR EC1uAL-� HA.NO VALVE V509- 7"&*TE VAWE,GCREWeV STOCKHAM C--M+O ORE4uAL ROAD I,b 1e PLAN 3l4" i 1" WATER METER 8 SERVICE LINE INSTALLATION NI9 &ALV. STREET OL6GWTv euNiON 2" ELDOW P OK PLUG -COMGRLTs OUPC)UN& As, RequIRED fl_Ahd 2'6ALV. ELEVATIoN IN 610TE'. ��t2A'ON f FOR. LOCAIONS IN THE COUNTY, He TO alp. rtAIF ON rROrERTY SAVE IF NO ROOM IS AVAALA6LE., 19IS1 IN DITCH WIT" SLOWOrp IN FILL n LOLATION PLAN rIV+, X LUX" NEM& boy- W/ %, PLATE STEEL CORER, VcW - T%TE N16TPR CO. No. 2. I.IETER b yt MA.Pr mo ev, EQ%A. 2"I.P.T.(FEMALE) X CU.FT. 2A6AW. bTL. nrE. &rAVEL CITY OF AUBURN WASHINGTON STANDARD DETAIL FOR 2"BLOWOFF ASSEMBLY ENSWEER yFc, IDATE X. 410 ..T I cow 6 I M 5+25 -25 L? SM 5+2S-23 R7r Vim a 4o4.. 63 104 63 E o T(ejoygo�g Iz cpIV 405 O 50 ,.. 12"♦d G,�/ Siiw el-1.O9L 2.1i1 \ 400 �3 A, \v� 40S 6V MNWRI 400 Z 28'•..12" fled aw�laY• ad•5 T Bra 4+16-14' 1T 1.9f RT ' lei" - 401.2q' , II.& In (No1-3946.57 12"fl 60W �! t.36 L I•P_ 06rrw23eB.711 •Ti a IZ IM(W)r3Qg. Si�;~rl2yid A,mP I � Iz"!NC// I \ r _ M \� 44 390 e ion - 400 eon 1C-4e" ► T 6. X t7T Rim" aq6. 3' 3T3.64'�li'up IE'LQb(W)*�.If-' )2"%fed° n '391. 11 ^'f2", - IEOa�51.373.54"••2'taW 1I.6. 390 e. f3 \4' I �� ion - 400 4, 6edt7 a/S G ¢ stA 1 +92 - 8"¢Pit .SMwff .�,-•G7�aAG a('�,G�.To Lrtt3 3"IS �8"IE AZ• "ter Mein + N 390 1 /Seas s m dfiia11•n y )T I \4 3gs trio - 4q 405 F4� 4400 NEW SSM >F I STa 0+)4-4'LT Rim = 4civ 88' r.E In NJ,391.6o 1FxIS ram 1040pre_ Saw w 2.8Z 4'14, \' 310 Irk �k1511n� 1t)��Y1G ✓l-dni W1N� SHu'or 1z�eep storm I � 5 = s. a8 D }7rot"cidurinJe Constr tf on of M H. 38S Nor/7i. ion= io' Vert. 1"-5 p Rdyar" N S," Spa m.- #4/" w 00 w N p L L N FAC. 0006-11 THEE KA►NI ARE ArrWYEP FOR eoNFoKMIi&16E WITH ?NE errYOF A.:51JCN ENMN£EQNG DIVISIONS 04AIICGMEN19 f S><y11�R ydR{yRLINf ONLY GATE ArWV,FP.8-27-92 c < 2 1( Z 0f 5 /2_ 92D /291 Z 0f 2