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HomeMy WebLinkAbout80D773_ .._._ ._..... }t- EsLsi. Son. M.N. Replace removed base Cal Of AY6un Odan and paeiny matelalg 2I _ pa G.y cq Red. E.iti. LN. -, I -- Exist. 6' V-W% sl -- I-90REp I Ew;aot- ml I 2 3 4 _ 121 life gI i 8'uB'. 4' TEE ALL FL. 7 8 AVE. I I- S'/4'11110. F.H. AS I-8" G.Y. F.M. f- R. IS'WitS-E 16"G.V FKM7 I.4"GV F.M.. 1-g' ( - EFistin9 B° GV I I- R't 4 MVA. F.M. AW. el Easement 1-90' SEND 9". 6'TEE 1-11"4DAPTER .M7 1.6" GY. F.MI \ I-S" ADAPTER I M7. M].G a' a" 4" RED. FaF 1 8'.S'•6' TFF �' DId I ��'� Siayp «ater sarvrceJ f Ir6".B" RED. Fe M FKM7 '!, of Cormect wafer main to O Ste b/s a �I existin9 b" V.Ne east Enstiny San. M.N: E ,�, at in;, m r w T �I NOTE Final location ortl macho] P q +te.rfr I +a - ^'^ = a - a a .. -i RI qq` -- I of COltnej on to be a5 directed 121 at, Ave. S.E. I a a -° a < ' q1 T' ws•P•nq JI FIlMi"ITIE .M7.F a 3In field by City of Au�rn G.V. -° �; �� • , IO lndAy -/T. F AI /Aa 257 L.G. B"- Q<ploce removd bou 3 I £P 1.09 a.l - -0t Y // !-as and pwiny molalalt � A � w 21/ L.F. 8'£B I0050•). 'd Aq.q>- f ��MD per King C. Rat. h S ,y 1 DauW water SenAe LTTp.) J( / Double Water SenKP / /�- Ia' utilt 9 Easement Canstmd M.H. an y exist. 8" Sewer .in 3 # w y 'Fr e I- 1'.8 a B' TEE Rlnv 4,i3.9e aid K r0 t' �`�(rQD Ft F. M7 6E.(s)42d.34 ep i- c _ �4+ I-8".4'REO. F.F-+1:v ' w•s�i�c;,. 10 l.E.lw)423.33 21 /.E. (5)423.53 I y / _ •-c�F� / \ E.isl. San M.N_. 22 20 OryB / / I F •' a BF 1-/5' REND M.S 4 Sets/ z 16 a.�� 15 / ,�1\ @QA Saab It9 I / � s al/ \1414 16 o DRAINAGE/UTILITY-+"° 4a L.F. .t- EASEMENT I - m N 1d5 TOLE. I I-II11/• 17 \ i ItyO w 1.49 23 \bM1±Ye.Fqua R�r DRALMAGE i 1R1uTY Y 59 boa . T2q /-EYist. San. Sewor 24 I' 'PrAI+ (Y Pro AterEASEMENT Stubs - Field YenF IG<at(on. E.tmda, 14 I-i'4.0. ASSY-I Exist Sea VIA, required I.2'�R.O. 4SSY. �22^S / I] g CONSTRUCT f' hi, 1Z'«. Chain LInY Ga4e 19 8 _ - ' 12 11\ NOT Aspholi rood Ord gate rot to \T be obstructed or OloYe3 )--?--Exist San M.N. Exist San. MN. NOTE: EaMT TO ExIST l£T 5AM.4N. M.M 1-B IMG M7• M7 I-S" G.V. R"D. 1. SPOOF M7.M7 2 3 a s a 440 420 L O s, Main capped- Field Kali•, lacotian JI AND REQ0 EiTTII6 I v k � i4311 "STD,) ° 5 T 75 d w I ' Sa' Y.C. rti a Slarm Ix .) Sewa rti a Slarm Ix .) Sewa u � Sol: Sol: / t Oo9• I i V FIn15nQ(1 tirade @ g S rm Ulj Sealer a 3 '^ 1' a (1 a 2141.F. 0'S.P S=0.aueu ".0,0109 251 L.F. tie" S.P. �dY . ♦� 1 - MY.e3 4« _ MN"2 MW I SANITARY SEWER PROFILE IZI S7 AVE. S.E. HUGH G. GOLDSMITH and ASSOCIATES, INC. CIVIL ENGINEERS PLANNERS LAND SURVEYORS 501 LYON BUILDING SEATTLE, WASHINGTON 98104 622-1080 REV. NO. DATE DESCRIPTION Ps-bu'Mi loco{ions and Blew{i I 7/I5/130 m Iodded MHt4, BUILT I MADE BY CHKKED REV. N0. DATE FD 440 S I� a ;z,Sewer-_--_--- 430 GENERAL NOTES 1. All materials, construction, and testing to be in accordance with "City of Auburn specifications for construction of water mains and sanitary sewers." (APWA 1977 Standard Specifications with Auburn "Special Provisions") , 2. All work within County right-of-way, including street restoration and traffic control, shall be subject to the approval of the County Engineer. 3. All sanitary sewer pipe shall be SDR 35 pipe. 4. Manholes shall be type I-48 with eccentric cone and shall conform to City of Auburn specifications. Pre -cast sections shall have rubber joints as approved by the Auburn City Engineer. 5. All side sewers shall be installed on a 18 slope and extended 10 feet beyond property lines. Side sewers shall be marked according to City of Auburn specifications. 6. Pipe for water mains shall be ductile iron, thickness Class 52. Pipe and fittings shall be bituminous coated and cement mortar lined. Joints shall be mechanical. r 7. Water mains shall be laid to provide minimum cover over the pipe of 42 inches. 8. Connection to existing water mains, as shown on the plan, shall be made by the contractor. 9. Location of existing utilities shown on the plan are approximate. Contractor to verify actual location of all utilities with the appropriate agencies to avoid damage or disturbance, 10. All water services shall be 1" Type K copper tubing. 11. Meters will be installed by the City. Contractor shall supply yolks, spaces, etc. for meter and all other parts of service including tailpieces. 420 WA�� MDe5 BYcc. -� c F? ODATE/7- o- 0 � - - - - SANITARY SEWER PROFILE THIS DRAWING HAS BEEN S.E. 31b '" PL. REVISED TO CONFORM TO BEST FIELD INFORMATION AVAILABLE n9p. F, PWRuc WMKS wo-vfir, JY(�JLc.4.7 ' ...E ET _ ._2 `" JA,_ t -►107 DESCRIPTION - MADE BY CHECKED SCALE l'-50 PRO6 GU(D CITY OF AUBURN JOB NO. T9b40 1'•5' PROFILE DRAWN S.P Q - /W4$�.�� COLLEGE WILL ESTATES SHEET DATE : NNE 8, 1911 J zy �a r• - - - - APPROVED : o ' : m WATER / SANITARY SIWER Z 2 FIELDBoac: HBS"� 9Tt `sSi PLAN AND PROFILES PAGE I ir(aeet` , KING COUNTY WASHINGTON 80 D - 773 S H - I 1 ..i b� 1A 11 Emstini 6" Gv �I �I E.t• �� I Eat*A" Saw M.11 - 1p it To , M13L113ItF j II-s- ram _ lIIIaF - Rglau nelnaeed brie and p" m4wtals } Per King W. ReQ Crnstrud 149. on taut - t4 -sew man Ra•.� 43.3.4e ' r.E C6) 723 3-Y N' o t $� ui « N i 0- 1- (6. (A.V. Ft M1 I- V x 8"a 6 " TEF M11m)IF O r i0 I '2 x IV St. Ave S E I-8011'y 4" TEE ALL FL.` 1-b' 6.V. FIrM. 1-4. 6.V. Fa 1M. 1 !►" iiDAMr a M1 I j 1. 8 x4" RiD. 1FxF I I o'a.o oTr .p _—- ap 5 ! 6 II '� e.slsi San, ►� keploce removed ow ir� C+tY and mor Ltil Coew l% II per C rust b ' VOWIS I 90' SEND is gy Pwe•� > 7 !Z1 '� l ne : s _ _ _ _ AVE S E IS' U411 - - 1 S MYe- a:f 11 Easement _ r - j l i- b Cot Fa M 7 �f - 19Q bENO IS �I► ..__ Swater sery "Mle lcs 16"a S' IifO. Fs M 11 1. 6-.1 • b lEE I � - _ _ . _1 07 ■ MI■ F of Connect wat" maq to O Sto /oilTs Tg:- •i +-- u+stinI b" YOM eost (- --- 7- - - - A NOTE Frnol 10GOtWn ord methbC .T,a \.1 I 4% of U?nrW_1rn to be ns directed •��% I T• by city of Auhum -e to ut.i*y K % T , 2:2 l.F. 8"S.P. ,��2111.E —� --' Ali :PTV•. / ��-4S: + OOeloe WOW Serift (TIP.) �\ '? Ocebk Yleter SeevieP ;Syr \� X /. -- '0 J;JIty EasemtaR 1 �rrfir m r ! I :SaS o S �i gPd,►y• L 66IL M1: F 9 I � ,,� � �,Sr� 1-s'. ■!'TEE . s, I FaFa 011 0- 4� i _ \o�V� .-- y. � %V .j10 21 I . 'a 't x .i. r. b i Ei S! Scr M N 2 2 2v o, /..xx / t k I i I �5 ° sENO .�� . _ M 1A V414 E_ DRAINAGE rUT,IITV . +'v I AOL F 1 EASEMCNT -140 c 1 1- 11'N IENO , 17 ,JC` 0 1-- - ----- - --- - % 23 E list San Sewer 24 Stub% - Field wra '.xotm E xtlnd as required - "? _ Eust San M '1 Msa MS L_ M1aM1 Man cotpd. F%CW wrl{ . loam Y� AND RED,0 rt-TiN<J p � �5 UtYa j w W , 1• - S0 I C - 44 I atf+ O� 01� cif~ 1 I I 4�° r tl nll ad^ 1 &=: �aNVErJ Tv tp=•15 -� w / \ �u 4 '�S� / / I I o o ` EASEMENT At �. d 1 44.it y - 14 I - t 1.0 AssY. �, ;use CAN *Y 4 hi II to NO!n Lin It Goic 12 I I N�Tt ASD!l0li Road Ord � rat to be ob'ructgf or Imve3 .. MC':: E 1TCNG F4vMT TG :uSt T+n Mu _'s-ST SPAN M �. € A PL i a 5p'v C �I <v,vc gig I n , Eus:�nc „rolyd � Sur?a(p J I I HUGH G. GOLDSMITH and ASSOCIATES, INC. CIVIL ENGIIIEERS PLANNERS LAND SURVEYORS 501 LYON BUILDING SEATTLE, WASNINGTON 10104 027-18 0 r 50 J.I. IR rARY U%ft Fwa al 51 AVE. S.E_,_ _ r �Ir r JCr o I a21sr ME S.E %'v_-C J- 440 4Sj / \� o!$� 1 tti ,� I --—� --- -- --- --- — — , Sere, tI --- —�—`_ I 430 157 LE 8- " ' 4Z0 Z1Z z1 ��t\ MN•� S�N{Tl f SEINER MRLE ! S.E. lb," PL. ^fSCJ><N'T10p MADE Rr CMECKED REV w, DATE DESCRIPI ION A+1ADE By I CHECYED SCALE Pl,wll REV.40. DATE 1-. - 1 + S Fw,-+ou>•t toco�w.tib ande'revot+o�5 0-��"�� DRAWN sP T-s RB'tt. �E� Aso_ \ S EuL r`- - -- �- -� _ - — r - _ -- ---� t+ydrvn:�� aA en DATE : LIME 8, wm --- - 1------- — -- _. __ _ — _.. iWLD W A 05 GENERAL NOTES 1. All materials, construction, and testing to be .in accordance with "Cit., of Auburn _:pecifications for construction of water mains and sanitary sewers." (APWA 1977 Standard Specifications with Auburn "Special Provisions") , 2. All work within County right-of-way, including street restoration .and traffic control., shall be subject to the approval of the County Engineer. 3. All sanitary sewer pipe shall be SDR 35 pipe. 4. Manholes shall be type I-48 with eccentric cone and shall conform to City of Auburn specifications. Pre -cast sections shall have rubber joints as approved by the Auburn City Engineer. 5. All side sewers shall be installed on a 1% slope and extended 10 feet beyond property lines. Side sewers shall be marked according to City of Auburn specifications. b. Pipe for water mains shall be ductile iro:., thickness Class 52. Pipe and fittings shall be. bituminous coated and cement mortar lined. Joints shall be mechanical. 7. Water rains shall be laid to provide minimum cover ever the pipe of 42 inches. 8. Connection to existing water mains, as show-. on the clan, shall be made by the contractor. y. Location of existing uti:ities shown on the plan are approximate. Contractor to verify actual location of all utilities wilt. the appropriate agencies to avoid damage or disturbance. 10. All water services shall be 1" Type K copper tubing. 11. Meters will be installed by the City. Contractor shall supply yo-ks, spaces, etc. for meter and all ether parts of service including tailpieces. _ lW16 COUNTY h—►007 CITY Of AUBURN COLLEGE HILL ESIAIES WATER / SANITARY SEWER PLAN AND MI LES so p - 773 • of ,w "As am vOW To COW W nI I TO � BEST FWD II4 ~TM AVA3LABL.E 1 Avc*-v a =ice 147.....4 WASWIN6TON S i--i JOB NO "W SHEET 2 M• . -...-. . . . . . . . . . • . • . • ... . . . . • • • . . �. • • • . . . . . • • • . . . . , . . . . . . . i o ,.---ft� , :::.::::::::::.: :::::::::::::::::'::::::::::::::::::::: �..... (...: E .s ..•..I........«•. ..».•.w....» ..•.«...... .----.«......•... _ _••••••.... .--•«••- « «•«•.i.. ».« ..»»».« ». ..;«.... � � Z•; • �" i f N ::::::::: !•:::::::: ..::::::: ::::.:::: ::::::::: .�"....... ., :: : :�. �•. .. ........ ......... • .... • • ....... ..... .. ,♦D, •�• .. M..-ti,= �.-.►vt ., -. . t...w .q•!�;-*--*Ms•t t•t M-w.... •L ^.r. .., .. -M-. , a ...�,.... . .-•... .,,.•.rt -. 1%,,... • ",, • . . . . 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