Loading...
HomeMy WebLinkAboutComments SUB 1/27/2006 .. SPRINGFIELD UTILITY BOARD WATER SERVICE CE;-";TER 202 South 18th Street Springfield, OR 97477-5240 Tel 541.726.2396 Fax 541.747.7348 www.subutil.com January 27, 2006 Sarah Summers City of Springfield 225 N. 5th Street Springfield, OR 97477 ~~~~.Q) Dear Sarah: SUBJECT: PARTITION TENTATIVE #SUB2006-00003 W ARTENBEE 17-03-25-34 TL 7100,1127- ISTl' STREET Listed below arc our comments for the above referenced development proposal: 1. The proposed development is within the Springfield city limits and will receive water service from the Springfield Utility Board (SUB). 2. All water meters will be placed in public right-of-way at a location identified by the developer. Each lot or parcel must. have its O\VIl water service. The proposed development will require installation of a new water ~ . j , th . ~~ryice.}~ne~ cr?ssing, i.n-IS > ~tr~.et. . , 3.''''- ,..,Water service facilities will be installed upon collection of development charges. Development policies and charges identified in this letter are subject to change. Actual charges will be those in effect at the time water . ~ '"," seryice i~_requ~sted. 4. Springfield has several wellhead protection areas. One hundred percent of Springfield's drinking water comes from wells. In every instance, care shall be taken to prevent groundwater contamination. Contractors/developers/owners shall be responsible for the safe handling and storage of chemicals, petroleum products, fertilizers, and the prevention of groundwater and storm water runoff contamination. Special requirements may be necessary for groundwater protection at this development. Contact Amy Chinitz at Springfield Utility Board Water Division for details at 726-2396. PLEASE NOTE: SUB development charges are paid directly to SUB Water Division and SUB Electric Division. Sincerely, Z e.d E - 7J,Ic-q ~ Bart E. McKee P.E. Engineer - W.ate~Division ,.,' BEM:.., ':).: .'.~7);; t~t:;,- .. . :c, '., ~ J.... ~;; ,>~~~(~~:'I . u~:::. .:.. I ~ . '1(;~ ",' ~ '., ,. ....". '," ~j"~''.C';:z:::' '~',..' " rj(;' "'t' " .." '1 cc: Shane.Wartenbee,IIOI-: 16" Street, Springfield, OR 97477 Kent Baker,.-Roberts Surveying, Inc: PO Box 7155, Eugene, OR 97401 Ilsvr-dataIWSCEngnrISITEPLANIll27 18th Street partition 1-27-06.doc _,~~~f, ~~~{; t~3 ~- .~ 4tI ",-" SPRINGFIELD UTILITY BOARD ELECTRIC SERVICE CENTER 1001 Main Street Springfield, OR 97477-4819 Tel 541.726.2395 Fax 541.726.2399 www.subutil.com ! To: City of Springfield Development SelVices Department Site Plan Review Committee Planner: <::",r Il. ~ S"Jll."'~'''-s Journal#: 'iYE.7DC"'-Qa<\'X I S\.J-.I':c, 10:Y.,;- <::J:::rD '2, I. Overhead SelVice [] Underground SerVice ~ '. II. Location of nearest electrical connection: I".,h~ <, c\~ ~\ \<(,th.. Sr. II I. Easement Location and Width . "i\lt ',?,R.,,,.,,..A n".).,:}. \)"\M\o-Th~ :Y:",-t" ~rc"r(-t, \;,\~ <t\\ Mt.k \\,<u\ 1 ~",\ ~\\!'c:'d '2... IV. Comments: !y>l~. ,~<;",+-(',t- ",\,)"r"fw.r-r-,,~"':er ,,\ ?",rn\ I t..~,,-~ !\()\.\'fI' \ _ 1 ~ I ~ - ~ \ t" k_ \...~,\., "'''o,,~l 1" " "- """ \..-,.:, "t" I--R_ "I\\',.J. ('\1'\ 9~r(~ \ 7_ . " ~ ,. From: Springfield Utility Board - Electric Department Engineering Technician: . ~_ '\_ ~..~'" "" ,. ... .. .. EX. SANITARY SEWER MANHOLE RIM = 462.06' I,E.=454.31 lW) I.E.= 454.46 (t) I.E.= 454.51'(N) OVlDE 2 NEW STREET -,- EES PER CITY OF RINGFlELD APPROVED ;T, SDC 32.050. :IIMUM SPACING IS ;-FEET O,C. ~ESIDENllAL DRIVEWAY ,PPROACH PER CITY 5TANDARD DETAIL 3-19 'REPLACE EXlSllNG 21' ~URB CUT) I~ -0- . '. '--t..h. ;:)IVf\1Y1 ---....-.. MANHOLE 0 16TH ST. AND CENTENNIAL BLVD. RIM = 461.96' I.E.= 458,51'(N-S) I.E.= 458.56(t-W) PROPOSED WA lER MElER (PARCEL 2) RESIDENllAL DRIVEWAY APPROACH PER CITY STANDARD DETAIL 3-19 _ 18' WIDE ACCESS EASEMENT, M~NTENANCE AGREEMENT, AND UTILITY EASEMENT 28" MAPLE (TO BE REMOVEO) -< .. ~ T 1 >. ... , :z ::I " :z ~ >'\ ~ . " ~'lr .. -< I~ ..C Z -<1'1 >' ~ I~, 24- MAPLE I FL=461.61 \.... ~ ,'0,,:1-/,\,. (TO BE REMOVED) <..c.>,:. I \..~. &'b~ ~1.Ift::r.O)' ~ ~ ~" ~ {, $'_,__-{-_ :y'C: :_,~1,-~ _!'.l.,~,~o,,-,~-,--,--,--=""~,~{ -<.. / ~. \'" ~ 'IV'. >1" !l"m;"""~~I\"i ,"l'r~!,t't; . <",. 'lift""" 'i' "'flf ;~";ltl\'i~~" I' 6I1'm~ - :=PRIl/AJE-YlA.TER-- - --t" '. \.. .~. t~ji.jjWf_'.' ":l!"IIUlt'1!;;1rll.l~i!t'J!i;jfl~~I;l{l1jI2%\1i:lif,i!m~1li1l\1<~~y'i'~~~til..!i1~.jh'\1lf.f:J ':"::<:-fL=463,5~ SERVICE SlUB. \ EX, SE >\ ~/ .'. $'I"llir:f'~lftt !if. I~ .'lr,"~ 'II' ~,1Ll.rh' 4NtHift1tm-l 'e:..~t1_~jilll'i:t\ i;rWtl .:l!il;~ ItlHStIJi: . -1C ;( LMA'N '. , S S /' :t i:!1!" }(,i\1".~, ;,' ,:, 'ja~ tllD " ;'~lllll!~!tit1lf!:Il1l'!llI\\! 1!~lli~!\ti!Vi ~~1i'''ih l~l~l!!!li!tjlim \ ,cL=. 3,30 I \' STREET '" FL=461.51} _ ('l.~f!i~ ,~.."...'i.SI=S..S"".,...srs..~.s.s.. :S s .=_SS--\SS_,...._SS_SS--SS-*S ss-s UGHT I" W8~N N / ~,.' ~ ,.. \__. .._'( .- -...- ~ '~, I _{iE!,;H63.54L - -,..p- '. ,... [' I ' ~7j ~I" 17. ><f~ ,- r ... - ;;+. .... '-- - - \ - ''; - - ..l>/, -- jO;,::i:HERRY --, ~\J~ f !I,~~ NEW 14'- .....' --1 c-t WEEf HOLE.. :;:;;, ~i4! I ';;.~ "<t ElL GAS 'tt (10 REJ.WN) ./ ..... ....../ \j /' WW p,U,E, " '0 kl FL=' 51,60 -< (.~...g I L "i SlUB "~ r(I){" ( .. . -- ~EX, SEWER I;: ,... ~ kl I ..,~ :*:~' _.. j" ~"~ - J b I Fl=462,72] STUB !I,"J." I: ~ .. "..c. ~ --' I EX, SEWER EXISTING .. ;: ." <. C'1 -< WArt .;(:.' ~I SlUB HOUSE /0" CHERRY U/' _,.. 3" ROOF DRAIN TO PARCEL 112 1\ ~ " c-t I rEX ~. :\~fil" I ~l J TO REt.lAlN) ,,(. '" ;i WEEP HOLE (>> 1'" (--"4500 SQ, Fr, t\: 0 _ ~\wy..,.'o EX, SEWER k 6 w.PLE b EXlEND 10' INTO I. b v J ~ ~." ~ ~ " lIT STUB (TO REIlAlN) P PARCEL 2 ,," , \ !I,'9" -, Ul ~ -< ..~~ ~ fir.-t NEW UL PARCEL #1 0 .....' \, \ /." \.., >" ~ I ~~c. ~ ~ I g~;.'''':~: ~~; :1',,'> 5443 SQ, p. ~ "~,.Y";:>... "/ <".'0'" l:. . .. / ~ ;'j" .::,~.,. <\1,11'0 ~. '",:Z:';l :.. ...'" ( '-":'" 'J /1 II c-t -< /.~ 'I>-.V .,~ -. .....- .&" /,,' < " --<1' : i,,; .li;.'~ .'" r ,"",~,-, _ .... - .'0'" " EX SPOT '\".'0" \ >' OJ I / ~ ~ !>.:m:(~~l>~lf.J~r&~ .'0"> ,-\~gr'c r <:LEV,. TYP. \ 46:i-.)\"'/ \ . 'I I. " ~ -'" '" / 1 f;.:;: ?.., "}':)';~r@!lil~{.(j../' ~" I ( " v \ ~ -< <:':d\: ~ h~f.""~-I"1<l '-\../' .'0" '" '0" ......... J ,!>;.t",. I '1-''''' " ..... ...... ~ '< I .~c.~1t l x__h...j::x__x_.x__x_x_x__"x__x--,-,"--x-- ",~,,_x_x-,,-x-,-x-,Xm_.x-._.x-....::-...l 36.0' cUI'a TO CORB ~ ~ ...." _'I" -- -- -- }. S69'36 bo"W, 138.10:-- -- ~ >" (EXISTING I ~\\..........- I " ~\\.'o~ \ : /\\-<'" T .~ :>\/\\ I EXJ. 1/2 R/W ! Il8tr-o- , \ .. .: 30' I T I -< "" >" , !~ .... , ,I' CATCH BASIN RIM = 460,37' ~ II STORM SEWER " UNE 90' BEND _ST -ST -ST -ST _ST' @ J AND 18TH ST. . 12' PAVEMENT - /4" COMPACTED ASPHALTIC CONCRETE 2% CLASS "S" SASE COURSE PLACED 2% ~ IN 2" LIFTS PER SSD 3-2. '- ow ~ . ~ .. .. , , .. , .. , .. .. i .. , , .. , .. , .. ,- .", , ~ , ,. , ~", ~,~,--. ,"" '.'.'.:':.'?'~':.?' ~~, ~ ~ ~,~,~ ~ ~~~; ~ ESTIMATED GRADING "liT. en 1'1' VT\