Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/24/2008 5 DOVES ESTATES TENTATIVE .SUBDIVISION TAX MAP 17-02.33~41, TAX LOT 1704 CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER, 2008 OWNER N. 0 STREET VERN BENSON 940 HWY 99 NORTH EUGENE. OR 9740Z N. 8 STREET / I- W W a::: I- (f) I I- CO L{) I- W W a::: I- (f) I l- f". L{) I LEGEND I- @ POWER POLE w w a::: 8; I- WASTEWA TER MANHOLE (f) I I- D CURB INLET (!) L{) ~ WATER METER [M] MAILBOX ITJ TELEPHONE RISER G- NATURAL GAS LINE - OHC- OVERHEAD CABLE -OHP- OVERHEAD POWER T- UNDERGROUND TELEPHONE LINE -UGP- UNDERGROUND POWER -ww- WASTEWATER LINE w- WA TER LINE ~ 3 PORT FIRE HYDRANT ~ WATER VALVE ~ EDGE OF PAVEMENT ~. x SPOT ELEVATION D- ILl <t CENTERLINE ILl a: D- ---- BUILDING SETBACK LINE CD :z: l- t- 10 ~( SITE I - ~ N. A STREET I 60 ~ T.L. 1706 50' 505J37 - -i0' - -, 1 I . I I I I I I 1 I I I ~ I I 0 tol a; _ 001 E:~ @ I PROPOSED PRIVATE I 5550 SF I JOINT ACCESS, MAINTENANCE I I AND UTILITY EASEMENT I I "-... I ~ 8J 20.7' I r ~ 2-/14" APPLE I in I 'Z)'1 I ~ I L J3~ ~ I 30 SCALE 1" = 30' 150.0' 50' OHP _ -- T.L. 1401 50' r-36'-l I x I I 505.33 I I I I I I I I I ~ lto @ I 1 00 5550 SF _ I _ I ~I ~. I I I I I I I I ZO.7' ~8' I ~ 14" APPLE ~ ,_ I 6" PEAR I ~ I L .3..2'- ~ MCKENZIE HWY ~ r - - 40'- --, I I 1 I I I 1 I I 'to @) 'to I lco col 4550 SF I I I I I I I 40' I L______.J VICINITY MAP NOT TO SCALE T.L. 1500 T.L. 1703 10 'to -J ~ '0 to OJ ' ..- I 51.8' ' '{>r.;. ~ 51.8' ' I - - -13~ - - -----. ~ I r- - - - .i~'_ - -I : . GARAGE {r>j ! ~ ! (,-S : 1 I CD HOUSE I : : I I . I ~ 14538 SF I : : I. <ID ~ I;,: ~I t;)-lJ. J ! ~ 4538 SF I" I DRIVE I j ~I 506.04 I . 1 WAY II I I I 52' l I 52' L__ ______J I l L________-l 0.. I I g ~ ~30' ) ------------1" ---. ---- ---- -r--------------------- __ EXIST. 7' PUE 6Z, I 26' I 62' .....- \ ~ ---.. I ~ 1500' " 'A 2" PLE~ [Wl 'Z)'13" MAP'LE ~ 4 MAPLE ~ MA .T I- ILl ILl a: I- eD :c I- CO SO T.L. 1601 ~ EXIST. DRIVE WAY T DITCH '0 l'0 12" CONC. STORM PIPE fl IN=493.78 / RIM = 506.34 ~ fl OUT =492.38 WW _ flIN=492.58 . W ff.. IN=502.47 flIN=492.38 Of[ OUT=502.37 RIM = 505.22 fl OUT(W)=491.62 f[ IN(N)=494.27 IlIN(E)=491.62 @ T .T .w w '''''' """" , " " '" " "" " <t <t -, % ? NORTH A STREET ww -W ww ~ '0 l'0 CURB & GUTTER DITCH CURB ~>,...., GUTTER G G EXIST. SIDEWALK 18" CMP CULVERT f[=502.54 l 18" CONC. STORM PIPE NOTES Pacific Surveying, Inc. A~ ~35J)~1l 1) ZONING AND METRO PLAN DESIGNA nON: LDR 2) SITE IS NOT WITHIN THE FLOODWA Y. 3) ALL LOTS MEET SOLAR ACCESS STANDARDS WITH BASE ZONE DEVELOPMENT MINIMUM SETBACK STANDARDS. \. 4- REGISTERED PROFESSIONAL L~N.9 ;>:RVEYOR , ~~., OREGON JULY 21, 1992 DAVID J. COLLIER 2552 4) CITY BENCHMARK USED: TACK IN LEAD. SE CORNER 58TH AND MAIN (#68). EL=508.65. TOPOGRAPHY IS FLAT. SPOT ELEVATIONS ARE SHOWN. 5) NO PROPOSED CUT IFILL SLOPES. 6) NO PROPOSED STREET LIGHTS. 7) SITE IS SURROUNDED BY CHAINLlNK FENCE 75506 Blue Mountain School Rd Tel. (541)767-0790 Cottage .~ove, Oregon 97424 Fax (541)767-3087 .,::d e CJJ ?RCzro~-OOO-rtp 5" D6U~GS~~ '\ . .. SuVJdw ~5t 001 '. "- RENEWAL 12-31-09 SHEET 1 of 1 P~E-SL)BNH 11M.... \;{1C:l SlJ-e,1)Ul5l D0T~e0 T "un ~f) R 4 2008 TAX MAP 17-02-33-41, TAX LOT 1704 w a::: I ~ "; ,~w ; 12~t ;' m ; 900 ?>...",' ......0. 50' ~("o.()' ~'~u~sr.!11c!~~ST :~~:'~l~ '\0'. - \~Q.a. ~ -~'.,~. clAST ..,.., ,;tll no>. m,,' ~rfJ>fi{fl.... ~)o :a. 800 ~ TTV"l" . -.,(/)'l1Q! e 1302 J.P. j;J l~ () /) . '8~~1301 ~ 0.14 N;. ~ -ulf' I .(> " :"1 (,.,-t:? () ~ 1706 r' ~'" 0.22 AC. ~. &tl!ll Sll. n. (i'}',~~~ J IS' (.\ . <<>>~ o. ~ 95!!G So.FT. 8 8 P.2/).~rp ~ G .", 8 ~ 1705 .. ~ 0.47 AC. .f P.l z ;!! (Qj, I-~, 0 '{...o ~ ~ 0.38 AC. eg PCl 2 }~85.00-""-'-..fJ.J...Y,8SQO"f'~l~ :i,..., \'&0.0. 'oll 1" (/)'l.~ \/(ST 1111QO' - ro .~'''' U1r' 170.c.6'" :l ; PCL 1 ~~f.P t C 1401 j ,9,~,o' I : ~;>t&~oa" .:n lr+l'i"f - - - -- _~lCi'l_ _ ~ ~ S.377B7 ~ 0 1400 . -1 I ~ 701 ~ /1110;1". ',..'v.; t-. Wi!.s-r "5".00' ''F ~,. '$,( ~ ~ I ~ 0.16 AC. ge1la~ 'Pl-I"'" . '.:JiJ1''''''''T ~ T7V9 ~ r ; I- I ,fAa+o s.,. so. ',T. ~~'!pl i@J,;;'o, 1;; ,~..'" ~ ~ :,'" :31: d l' , G 170'% e..o. , 0.11 />C. O? 0.14 .~ oJ 1704 . 1501 ~ . - SQ. (T. ~ 6163 SO :r:,< 0.42 AC. 0.64 AC. 4 ~ ~ 3.e-@ 20.8 32.~' 4 cI ... '$;/I ciA:h :>3.81'.- . I-- f PCL 1 -peL 2 - - ,.. ... so'...., t.s.e1" 4M)() \ <0 ;~~ f?ll2 - SUBJECT '" ~""... "b ~ I ~l;.. 4100": . ~1614SQAf '" - , '''4II'f:!! ' "'.".. ;g '1' 0.11 ~. 18.02 5 I t{) If PROPER~ '" ~ -'::~?C'[ A!W' I ~ 8. ~ 'laOll 2" H. . CAST." ~ o.,l ~~'if})T' ~ AI AC~'___ . : if; "'I (AST 45li8' ~ f/f: . ~~ ~'4 so. FT. O. C. ~~ ~O' ll:>."". ~ 0.10 AC. 4<)' { ..~.... \r 1 ,,~g~~t L56349 S11 n. .., "I ..~' , 4000 ~ ~$llO S11 rr. I / ..... I' . ~. ~ . f 17 ".:.>' "'J..i'~ 1 i ~ MO~'f, '.J 6 $j .......... ~hl.t.>. U'lJ\" ..",. ~..... ..8.60' ~J'" 1 e.ur oJ' ~w. tJ...t..L..L \~ Ol..c.)+ -....... ~,~ . .... . ---Mf~i9s';'"./.IJ...t..---:!:." :......._~::..,~-".....__, . ~~JJ4,:, "b ~ ~...:' ~ EAST 180.00' -- ~~''''~'j>..,",.'v' ~ \ -.. NORT H , ~ I NE COR. ':f\U ..1."" 0.... ~."". ,04 -. ::..~.... Ii' <:>I>'\.. 0 <\l ~';.~'"...~"...c \" '\ ~?o\.~o '" .......... ~. R.G. HIXO \ I 1 ~~~C. ~, 3~;''''' ~<>. f .~- :;l~~~40.t'T" t~~ ~.ti'. I \ r" " ~ () '0 I S.D. GAGER ( 1 " '\.0 .0 '! i I a... . 0 LC 45 , \ $ o' ::. . I ~ "n~,., . VICINITY MAP NOT TO SCALE 5 DOVES ESTATES TENTATIVE SUBDIVISION ~ T .I~[. ~ ~ a DESIGN GROUP land use planning + civil engineering ~ ~ lw~ ~~~ '::1 () t1 , 150.00' N90.00'00"W -OHP - WASHINGTON 425.252.2826 phone 425.252.9551 fax ~ 1'!.. ~, .,~.: ~{~,'~() "~.~ \t~W, L", ,... (i~ '""" \ .............."................. \ '\ '\ x 505.37 x 505.33 EXISTING CONDITIONS LEGEND I 1721 Hewitt Avenue Fourth Floor Everett, WA 98201 \. '\ '\ @ POWER POLE \ '\ \. ~ \ \ \ \ \ \ \ \ S WASTEWATER MANHOLE SITE ADDRESS 5642 A STREET, SPRINGFIELD, OR TAX ACCOUNT NUMBERS MAP NO. 17-02-33-41 TAX LOTS: 1704 D CURB INLET OREGON 541.988.1862 phone 541.988.1863 fax U I o ~ WATER METER !Ml MAILBOX OWNER PROJECT ENGINEER HBA DESIGN GROUP, LLC. C/O TODD POWEll, P.E. P.O. BOX 508 WAL TER VI LLE, OR 97489-0508 T: (541) 988-1862 F: (541) 988-1863 \ \ VERN BENSON 940 HWY 99N EUGENE, OR 97402 '\ \ , 'i tsoo \ \ 150 North 7th Street Springfield, OR 97477 IT] TELEPHONE RISER ..~'~ ~ ~ ~ t",.. .. .... C!I It) ~I G - NATURAL GAS LINE - OHC- OVERHEAD CABLE '\ '\ '\ , \ \ N ~ PROJECT SURVEYOR PACIFIC SURVEYING, INC. 75506 BLUE MOUNTAIN SCHOOL RD COTTAGE GROVE, OR 97424 T: (541) 767-0790 F: (541) 767-3087 - OHP- OVERHEAD POWER \ \ \ '\ '\ '!. \ \ \ 3= = o !'ll CO pi o o en SCALE: 111 = 20' ~ I o 10' 20' 40' CONTOUR INTERVAL = 1 FOOT T - UNDERGROUND TELEPHONE LINE .. 15 I~ .... -UGP- UNDERGROUND POWER - WW - WASTEWA TER LINE ~~~ 'If () :3 ~ ~ ~ ,'}.,"'~ 2 14" " P P \ '\ \ \. '\ \ \ \ \ '\ \. '\ ",6,,:~w W - WATER LINE '~'\ ::::::'~'.. ,<( -..... " - ---- .,~,~.I....:..'...'...:.::..~.::::..:.::.::.'... ..., .,..$....~ L 1::\::"'<:\7//77 I ,', "'.;- .... i::~:::: ~ ~::'~:"::: i:::.:~,:.:: EX. G A ~A G [<t:::::, EX H 0 USE :.;. '., C ' ......:t~~~~ F::: TB R J\ :.<f..:::.. C'TB R ) '\ '\ P5 \\: :J \". ..~. ".\ }o' ;~ ~ \,.. ' ; " , . ~ t _ _ . :,.o ~. ~ :.'. 590,eo.;., O'OO"E-, ~;:. ..'.. .t lWJ 3" M II G P \ P riAl I.: . ...:~ . T """"",'" "".... , , .." ""'''''''~.. .. '. ~ ;. , .; ." .. .. ' .. ' . "'.' " ."""",,,,, '''''''''''''' .""",,,,.. """,,,"w , ''''f~'7( :''''''&1 '~f€~ i . .. .. """,,,,,..., "...". ~,~:~~~~:~~~~~:d:~~:t,'~~",'..,"~,:::,',~~,~05- . '~*M~":' - ~ ~: I ""'-......, "'............" I l ..,'""",... :\.'"""".. ..""""", """""" ^"""""" ..."""",,, ~"""",....... ...,...."""....,.. """"",... ...,....,....""".. ~',.....,..........,"," ..."...".....~ \. 1 j ~ 3 PORT FIRE HYDRANT J Iw Ib t') <0 p o o z I I S WATER VALVE \ \ '\ \. '\ \ / ..!!? l.~'.$ jJ CALL TWO BUSINESS DAYS BEFORE YOU DIG 1-800-332-2344 J'.... EDGE OF PAVEMENT ~;l >.1 / \ '\ \ \ \ / SPOT ELEVATION x /f f I ~ /l / /1 ct CENTERLINE ...~ t3 (j ...~ ~ ~ ~ ,. ~.......... "- \. '\ \ ~ \ \ >- m l BUILDING SETBACK LINE x I "'''~ofi.04 .....,............" \. '\ \ \ \. \ ~ co o o N ri N (I) (t; ~ ~ in ::E > W W () Q. Q. Q. (t; ~~~~ ()\ ('..') '''''~ ~ \ \. \ \ \ "\ \ \ \ \- '\ ,w\ \ '"" " "", " , " ~. I " /" l il " '\ '\ '\ /./ \ '\ \'"'''''''' \ \ \ " \ \ 1)f+OO "\ I I i i ....~~..~...~ III - .,... . " 150.00 MAPLE {" ~ . , t..EXIST. 1 .DRIVE. WAY. :>= m ..:>= ~ I=!m:>=() -<omW o~~o W(!)~Z t=! ~~~:5 ~ ~oOQ. 1.1' 2" MAP ~// T EX. SSMH RE=505.22 IE=494.27"'IN(N) IE=491.62",IN(E) IE=491.62",OUT(W) ~",,,,,"'<Co"''''''''''''''''''''' EX. ."-'. .... -,., -...- ,.- -'" -.... // ,~~" ....,'""",,, T (/ .-t/ .........................:.::~-....;.;'>>.. .~' 11 + 00 -I 15+00 I J ~.......q, ................~ 500.00' '\ "\ '\ ~ ...' . "..'\ .,..',...'" ~:~), ...," EX. 454'",18" CON @ 0.17% .WW .ww .........",,'v "'",,''''' "''','''',' .':::;~\::\..::'~:;~~~,.,':~,~~:~,,~~~::~~~~:~~~,:>~~.,'...., ^"./" -W W 6 .....................................ol' ...."., ....<"...,:.::~::.......~~:::::~,...:~:~::~;~::<:::~~:~.<!~j.()"~j"~>~... ............... '--...........:.............. ............... ............... ............... ..... .......... .............. (/) Z o - I- - C Z o 1-0 w. wti ::J:LL (/)0 1:1:1- wz >w O:E O(/) (/) w (/) (/) <( W I- - (/) .........;............~....... \ ......,..................~.....~ .............,.............................-t en zw 21- ~~ filen ::)w o Wen =::w 1-> ~O ffiC l- an ........................................ "",,,,,,,,,,, "'''''''-'..... '-..." f~~''''',:>,~'''';,,,:,,~, .<'; ,.,{<'~...""'...'. "";,,''''''''~: ." . ..... -G c EX, SDCB ~ EX. FH IE=502.47"'18"CONC IN(S) IE=502.37"'12"CONC OUTeN) {Io.............................. ......................,..~......... EX. SSMH 003 RE=506.34 IE=492.38"'IN( S) IE=492.58"'IN(E) IE=493.78"'IN(NE) IE=492.38"'OUT(W) .~..........,.................... . .{.~ ,....... ~... ,~, . . "';; '.~. .~ .~1 .~""".,,:'~~. :"':;~",,'~' .1<.'~' ~... " . "0; ~ ," .-:~ ~~ .:::~ ,'.;.': .;:;... ~.::: ..-:. . , ;.~' '.'., . :;{;:; .<~ . ..-;,. .$ . .'';; /.; . .:: PROJECT NOTES EXISTING IMPERVIQUS AREA EXISTING IMPERVIOUS AREA: 4,517 SF > (t; ::> (I) I -< CD 10 Z W m ~ o .;;: ~ .1 I -< CD 10 Z W m COVER/EXIST ~ o <i. CD 10 Z W m ~ DATUM -V BENCHMARK 1) SITE AREA - 0.64 ACRES 2) SPRINGFIELD ZONING - LOR 3) ZONING AND METRO PLAN DESIGNATION: LOR 4) SEE TITLE REPORT FOR LEGAL DESCRIPTION CITY BENCHMARK USED: TACK IN LEAD, SE CORNER 58TH AND MAIN (#68), EL=508.65. TOPOGRAPHY IS FLAT. SPOT ELEVATIONS ARE SHOWN. 100-YR FLOODPLAIN & FLOODWAY BOUNDARIES THE SITE IS NOT LOCATED WITHIN ANY 500- YR FLOODPLAIN OR FLOODWA Y BOUNDARY FEMA ZONE X. FEMA MAP NUMBER: 41039C1166F TIME OF TRAVEL ZONES WELLHEAD PROTECTION ZONE: 20-99 YEAR TOTZ TO WEYERHAEUSER WELLS TREE PRESERVATION THERE ARE NO SIGNIFICANT TREES ON SITE. SOIL TYPE & EXISTING VEGclATION . SOIL TYPE - 32 COBURG - URBAN LAND COMPLEX PER SOILS STUDY OF LANE COUNTY OREGON WATER TABLE DEPTH - NO HIGH GWT LISTED FOR THE SOIL TYPE PER SOILS STUDY OF LANE COUNTY OREGON NO SIGNIFICANT VEGETATION EXISTS ON THE SUBJECT PROPERTY. THE EXISTING PERVIOUS SURFACE IS COMPLETELY COVERED IN LAWN AND LANDSCAPING. SHEET INDEX COVER SHEET SITE ASSESSMENT OF EX. CONDITIONS ACCESS. STORM DRAINAGE, GRADING, SEWER. WATER, AND TESC PLAN TESC NOTES AND DETAILS SHEET C1.0 SHEET C2.0 SHEET C2.1 JOB NO. C1.0 ~ W (t; CI.V OF SPRINGFIELD 2008- r::lLE (DP\) PRJi''2.DDg~DOO7b 5' c. r J r~E-5U)5(V\ I iTrtr.- fI,t., l::J Jove G5'-~--eS ~'6DI \)i~tDtJ T~f\)l 5u):J. 2056-07 H,\PROJECT RLEW>CTWE'BEN56A\Ve~.t:::) C1.e;f;; ~4/2008 10,,,,,59 T ;t-Copyrl3: 2008 HSA Oos",o GrouP. u.c TAX MAP 17-02~33-41, TAX LOT 1704 "1 '7 () ~:} ~ ~ ~ ~ s-......." _ci _ 1.nL. -- -OHP' . - - -~- -~- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1/ ~i I i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~.L \. \ '1 .(~~,(:) '1 ~ x 505 37 I ~^ . PROPOSED CLUS'I t.t< ' MAILBOX UNIT PER CITY ENCROACHMENT PERMIT (CITY DWG 3-13) ~05.33 I \ ~I \ '\ : \ \ : --- EX. SPO~;U:VATlON (TYP) '\ \ \ a WASTEWATER CLEAN OUT TABLE SIZE RE 505.70 505.65 505.65 505.65 505.50 505.50 505.85 FL 500.45 500.55 500.55 500.55 501.15 501.15 501.50 CITY DWG DWG 4-4 DWG 4-4 DWG 4-4 DWG 4-4 DWG 4-4 DWG 4-4 DWG 4-4 TYPE PUBLIC PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE 10 WWCO 1 WWCO 2 WWCO 3 WWCO 4 WWCO 5 WWCO 6 WWCO 7 30' ACCESS AND UTILITY EASEMENT- 19' CONCRETE WlDTH- . 18' TRAVEL WIDTH 2% DESIGN GROUP 6" 4" 4" 4" 4" 4" 4" 7' SWALE WlDTt I 3' land use planning + civil engineering LOT 3 4550 SF U I o -----1 ' ---- 1.0" .. \ \ '> 2% -1.5' --- LOT 4 5550 SF .. '\ \ \ WASHINGTON 425.252.2826 phone 425.252.9551 fax '\ \ '1 tS()(:) \ \ \ > LOT 2 5550 SF '''r'~ ~,,~~ \ \ \ '\ 1721 Hewitt Avenue Fourth Floor Everett, WA 98201 CONCRETE EXTRUDED CURB WITH A 12" KNOCKOUT AT ST A 0+95, 9' L T TO PROVIDE DRAINAGE TO UPSTREAM PORTION OF VEGETATED SWALE \ \ \ ~~f~~A ~R$lfX~~lT ~_ ~ " ~_ WWCO 7 ,PRVT) . AND AT AIll-~; BEND;- TYP) 1:'- : ,". . V' ~,. Is ' ' . '~~ ~;~ .. T ~ ,.:. ~' ~t ~:;. '4/;<~: 'J ;~~~2':<..--$! l .. .", ..~...""... .."" ....,.. L\'''\:, / .,. .. ...1 .~: .":~'~""1 "''s (~,~(;;". - _r~~ I < L~'< ....;. . I \ .< -~- .... .. ',,! 'd< 1 j~ ',. /' ..' . . ) "" ,,",; ~~ ;/ / I ( , .n t~, ~-/ / ~ ".. "..., ~.-..."., W Ll ~ WWCO 5 & 6 (PRV'11.,.l THREE P~RALLEL PRIVATE~,b'- -r'- ro Il ~. ,/ 4-INCH ~VC SEWER SERVICE'.,; '1 i-~ I ~.- ~ ~ (" . PROP. "NO LATERAL~ FOR LOTS 1-3: ~ 1 ?5 gj .: Y: PARKING/FIRE (1.0% MIN~ SLOPE, TYP.) . l ~ ' g.- <d: LANE" pER CITY LOT 1 \, I ~ <1 - i(f) (, <1 Y i STD Do/tAIL 5-18. '\ ,! ~ ,. . ~: (BOTH/SIDES) 4538 SF', ......",,,,i. ",..~" ..-4 <1~(, <.'~ (,. : / LOT 5 '\ ...............................~... c ......~ '\; <:) , . .. \ .. ............ . I l f" ''':' . '1'''''' "'"'' ~~. . ;, .:::. . .,' 1/ ,\].,,,.., ...... I j I ~(, <1 il' .""t.../.,~""'< .::x .,;: J 4538 SF . j l I q . ~.; .'.1, ....~Oel04 I Ii' ~ ,<< ,,'. '..,..} CONCEPTUAL NEW DRIVE NAY < 'j ~ /':. ..: ..w., (TYP) . ) ! j <1 t"",: .,.,. < . .. j :. I"",. ' ~ ~ : , EX. ,; vhR MTR -- lc3 ~ .;... __ WWCO 2-4 (PRVT) . (LOT ~.:.. ) IL I ~ ~ (, 1- _ WWCO 1 (PUBLIC) . ~ :. - el ~:;-- ~" " ~ ~~ ~~ ~ (, ~ EX. 7' PUE (TYP) T . - ~ 1[~'i; . , ~ ,":J d < <~: -. (~oo.:i~) METERS i~ _0-. ......""". .".....,..." .l J "GE" """"" .F? '''''' M f . , ,l" . .."",,,,,,, ^"." . ,.., "..."".~ -'",,,,,, . :..1... .... .: l'" ".... . ."'".."'.. "'E:-"X ..,,~.t7 i :+..0.:.-+"..""",. ,.. ., . - . . . - . . , -' ., -' . . - . . . . . . - . . . - . . . -. " ~'''.. , l.~..' .'} ~,,~,,:,,:,,~,,~,,:,,: - . ~l1-'J4<." . .L.....~., ",,,,,.. ::.:t:c. ...:."~,, ~::~i)'~::1'''''''' ...",:,,:..: ^"~"":,,:'~,,,,,~...: :"~ :..:.:.,,:-:,=:~::::::? ... .. ~ . . ..504.26 < .~f:~ .. ~\ -, /'/'.".., IT ~ <1 ~ 1 .--\ ~..' ,,,' '",< .T .. < .'. . . .. ... " ~,..., 504.31, W \ w' .~ ~t:~~~w/ FL- 504 37 :J"",,,,, -. 24'",12"PVC ",. '''''' """""". '"'''''' "".""" ",,,,,,,,RI~ RAP PAD NORTH A STREET EX. 454'",18" CON @ 0.17% ./ fb_5.0~,~1~, """""" 6" PVC 0 2% MIN. -/' ..i PROPOSED 18-FT '" '" ""'':; ---> .....~ ~;~~~)~ '5" 't~" 'ia~~':~f'" ............. . ~ ..:. J~~4:91?~ " . , BUILDING SE~CK UNE, TYP. \ (TO BE CONFIRMfD AT BUILDING PERMIT \REVlEW) \ '\ ...~ "~7 () ~:) ~ .. L....~ OREGON 541.988.1862 phone 541.988.1863 fax \ '\ \ \ \ '\ \ \ \ '\ 150 North 7th Street Springfield, OR 97477 I- W W I:C I- (/)1 J: I- eD It) \. \ '\ \. '\ \ ~0 " ,li<: ,> ..'~ \ \ EX. DRIVEWAY TO REMAIN FOR LOT 1 " \ \ l ~l " I 1/' .. \ \ ) .. \ \ , l ;l .> ...,...... , ~ ~ L......s ''''1 t) () ,...~ N " REMOVE EX. MAILBOX \ \ \ ~. '" \ \ \ '\ ,i' .> .> ,> \. \ ..' l' .. l I ..// ;~~!.,' ,ii......... ,> l l' \~~~ SCALE: 111 = 20. \ \ ~ I o 10' 20' 40' \ CONTOUR INTERVAL = 1 FOOT \ \ \. \ \ \ \ \. '\ '\ CALL TWO BUSINESS DAYS BEFORE YOU DIG 1-800-332-2344 NEW CULVERT INTAKE W / RIP RAP PAD FL=504.13 \ \ "\ \ \ " ,> ,. ~i ~ '\"'''''''' " , \ \ \ \ \. \ \ \ \ '\ '\ jtOO) <?()1/ '\ \ "'.""'- '",", ",-, '''-'s, "'-" '" "'-"-" ...........,,"- ....,,- '...... ., -.:."- I "", ." '\ '\ \ ,l l~ i/ ...,i" .T EX. SSM H RE=505.22 IE=494.27"'IN(N) IE=491.62",IN(E) IE=491.62",OUT(W) ...,...,',......."...,. >- m l l II IX) o o N ~ N (/) tt: ~ ~ in ::IE S; LIJ LIJ o a. a. a. tt: ~~~~ l ' ,~,.." .. ' ....,.... ......,., '" .', ~' ................ 11+00 -I .'" 15+ 00 I ~...../........: .' ,.' .~ ...'.,' t.,"'''~ w'rM' ''s, ~..., ....~. ~""" .."..""... .,,,.,,..,,,, .. .WW- .WW ......... ...,..................,.., ........,................... ......,......,........,' .W w ~ .., .... ................. ........... .......................,.........'" ....,........,',...., ............. .............. ............ ~ EX. SDCB ~ EX. FH IE=502.471'118"CONC IN(S) IE=502.37"'12"CONC OUT(N) ....................,...,....... ......."...."................... ..................,,~ G '\."". . ."'~".,,..:::'''''',,::.~. ......:....:~ "'<""'"..>:~.."~....,,,... .~....::~..... ~:..... ... '" .,..".....".........".....'" EX. SSM H 003 RE=506.34 IE=492.38"'IN(S) IE=492.58",IN(E) IE=493.78rvIN(NE) IE=492.38"'OUT(W) :..."..~..~""....."'''''..''' ..."...":.:.....,,~,. , . <<. . <<. k ....;.. "': ..x ,.;: ,~, ,.ex. i.SIOEWA~K, >= m ..>= ~ t=!m>=O <omLIJ O~~O LIJ C) ~ z t=! ~~~~ ~ !aooo. '.~ ~ ........, ~~)"(; C~. .......:.. ~....."..: ';. '-;: .(~ . .~.~ . .., "::' .-:: II ..wow..ww.......'w.,... .w.'.'): I ~ ~ ~ ~... I i:::)O) > ~ i 0 U. 01' 0. i2~ ! ~ ~ 88 15 ;~ I --~,,-~~" ~."~! ~~<" ~~~--i 1508 fi j:: CW) .... ~ a. . .: I ~~ (I) 6 ZLIJ ~LIJ ~: . ; / EX. qROUND I ~ ~ ~~ ~+ ~; . I -::: c+ ~ 1 *NISHED GRADE, . : ~ ' I "'1"="~~ .~ ~~.L_::' ~._~~ m"'m 1506 I VEGETATED S~LE ~/ ~ / T- __ -1-1 .162.~0.50~ SL~PE. '. . .,. ,~f, ~~ --! I ---!-~~i~;:~~.~t:~~-- \-:u;vE~~1l504 . 6 ~ Wj'BEVELLED END r ---~~+''1 ~' IE- 504.3?~~___h 502 16' "'8"P}lC I @ 0.50% i ~ ~ ~ ~ .,.............'...........'.........'..... ........'.......'........................'...........................'.......................~...................,............ I ~ 510 510 LOT 1 PRIVATE ~ DRlvrtWAY - (/) 10 ~.'. (/). m ~ co N wi tt: l cO ~ O~1- _ 0) '" o~z -'.... <i~ 0 6 g " .1=!;.~,........,....w.,.,.,.,""'w .g... ",UN wtJ.....p......w....ow......,.......,..w.......::..w.w.w.........".......,........w...,..,..,...." ~ .~.L5.............. ...... 0 g >~ + iE 0 ~ ~ ~o ~o.~ j:X(/)LIJD. <( Ol:::i .. L1J'5 5;: I- Z~~F <( 0 a. o.g (/) L1Jl::::> I- Z I (/)LIJ 506 i.~~~~.wIJ,f~,-;w.r-.- --1~r~.0-"""rt.. '.'.. ,.,' ~ I - j :: bRADE FU~JRE LOT 2-4 , ! I DRIVEWA YSi TO THE SOUTH! i .L.",...w.,.. 504 tOWARDS"'.JI'OAO'.''[OW'''POINT .ow.....""'w...",,, .OWNhW.'...w.w...'.,.......,'.w.w.,. ! ~ND INTO 310SWALE i ~ 508 EXISTING CONDITIONS LEGEND 11'\ " ~Z ~:3 a: 0. "0 II'\rn Ww "I- <Co ~Z <C<c a: 11'\ Ca: :!w o::~ 0;= I- 11'\ en a: II'\W en:= ffiw om o <C CJ) zw ~!;: ~I- CCJ) ~W en wCJ) ~W 1-> ~O ffie l- ll) (E) POWER POLE S WASTEWATER MANHOLE -SPLAR A~S $TANDARD~ ALL LOTS MEET SOLAR ACCESS STANDARDS WITH BASE ZONE DEVELOPMENT MINIMUM SElBACK STANDARDS. D IYlJ CURB INLET WA It.t( METER 1M] MAILBOX LIJ --I 10<10 0)3:1' +(/) . o ~ zO ~mm___+~ ~ ~~T- ~ ~ ~ I PARKING CALCULATIONS SINGLE FAMILY UNITS SHALL BE CONFIGURED TO ALLOW A MINIMUM DRIVEWAY AREA OF 325 SQ. FT. OUTSIDE OF THE JOINT-USE PRIVATE ACCESS DRIVEWAY. THIS ALLOWS FOR A MINIMUM OF TWO 18'x9' OFF-STREET PARKING SPACES PER SFR UNIT. THIS DRIVEWAY SQUARE FOOTAGE REQUIREMENT MAY BE DECREASED ACCORDINGLY DEPENDING ON THE SIZE OF GARAGE TO BE INCLUDED WITH THE SINGLE FAMILY UNIT. AT MINIMUM, TWO OFF-STREET PARKING SPACES ARE REQUIRED FOR EACH SFR UNIT. IT] TELEPHONE RISER -G- NATURAL GAS LINE 502 - OHC- OVERHEAD CABLE - OHP- OVERHEAD POWER ~ ~ ~ ....J -T- UNDERGROUND TELEPHONE LINE > a:: ::::> (/) I < co 10 Z LIJ m ~ o ~ ~ ~ I < CD 10 Z LIJ m ~ o <. co 10 Z LIJ C2.0 m ..............w. ..........w.,..,. 500 500 .WN, L:iIL DATUM -v- BENCHMARK - UGP- UNDERGROUND POWER CITY BENCHMARK USED: TACK IN LEAD, SE CORNER 58TH AND MAIN (#68), EL=508.65. TOPOGRAPHY IS FLAT. SPOT ELEVATIONS ARE SHOWN. ~ I ~ ~ , ! 498 L" ~ ~ -ww- WASTEWATER LINE w - WATER LINE ~ 3 PORT FIRE HYDRANT 498 EX. GROUND ~LEVATlON -FINISHED GRADE ELEVATION :: :: :: , ~ S WAIt.t( VALVE 496 ; ; EDGE OF PAVEMENT ,.., ..... 496 , , DRN/ROAD x SPOT ELEVATION COCO .co 10. 010 100 10 010 .~ co. 010 100 10 ~N .1' 10. 010 100 It) N ad o 10 t") ad o 10 ~ ad o 10 ~ CENTERLINE JOB NO. BUILDING SElBACK LINE ell v OF SPRINGFIELD 2008- -0+25 0+00 0+50 1+50 1+00 2056-07 24 H:\PROJECT FILES\ACTlVE\BEN56A\dwg\BEN56A-C1.0.DWG, C2.0 ROAD STORM UTJU1Y, 12/24/2008 10:44:02 NIt, tpowell, Copyright 2008 HBA Design Group, LLC TEMPORARY FilTER FABRIC FENCE FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS. WHEN JOINTS ARE NECESSARY, OVERLAP ENDS FOR A DISTANCE OF 6-FEET \ ~ "It '" ~ o ;,. 'N~ 'N I I BURY BOTTOM OF FILTER MA Il:.tdAL - I I ~ _ _11. _ _ ~ ~.: ~ ~.:.N.:.H _ _ _ _ _:"'.LI__ ~ I I 8' MAX. I I I r- :- II ! !- 2" X 2" WOOD POSTS, STANDARD II U OR BETTER OR EQUIVALENT LJ ELEVATION 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO A VOID USE OF JOINTS. FILTER FABRIC MATERIAL. .... ~'=/.I ., K', K', \'\ \'\ K', ,/ TAX MAP 17-02-33-41, TAX LOT 1704 CONTRACTOR RESPONSIBiliTY FOR EROSION/SilTATION CONTROL: ~ co A IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY. ANY AND ALL MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR. CONTRACTOR SHALL IMMEDIATELY REPORT TO AND CONSULT WITH THE PROJECT ENGINEER TO FIND AN APPROPRIA TE REMEDY. ALL CONSTRUCTION ACTIVITIES, WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES, SHALL CEASE UNTIL SUCH TIME AS THE WATER QUALITY IS BROUGHT UNDER CONTROL. ,I A ~ "It '" 1. REGARDLESS OF SITE, KEA THER, SOIL OR OTHER CONDI71ONS, THE CONTRACTOR SHALL BE FULL Y RESPONSIBLE FOR ENSURING THA T EROSION DOES NOT OCCUR ON THE SITE AND THA T POLLUTED OR SILT-LADEN RUNOFF DOES NOT LEA\E THE SITE OR ENII:.K INTO ANY CREEK, STREAM, th: lLANO OR WA II:.tf BODY ON THE SITE. 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS, "BEST MANAGEMENT PRACTICES" (BMPs), FOR STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF BOTH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE CITY OF SPRINGFIELD. 3. THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER AND TO THE CITY OF SPRINGFIELD. IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE INEFFECTIVE AT CONTROLLING EROSION AND SILTATION, THE 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE. SUCH SUPPLIES AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, STRAW BALES OR OTHER MULCHING MA II:.KIAL, SILT FENCING AND STAKES, FILTER FABRIC, ETC. 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, CONTRACTOR SHALL MONITOR ALL EROSION CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SIL TA TION CONTROL MEASURES ABOVE ALL OTHERS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER. ~ co ~ . '~\ ..../, .\\ ,-",,= """/. \\...., ./. I I '" '\ ~ o ;,. BURY BOTTOM OF FILTER MATERIAL IN 2" BY 6" TRENCH ..... [ 2. POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 18 INCHES (WHERE PHYSICALLY POSSIBLE). 3. A TRENCH SHALL BE EXCA VA I t:.1J APPROXIMATELY 2 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THE TRENCH SHALL BE CONSTRUCTED TO FOLLOW THE CONTOUR. 4. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. RETAINED SEDIMENT MUST BE REMOVED AND PROPERLY DISPOSED OF OR MULCHED AND SEEDED. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TEMPORARY CULVERT AS NEEDED TO ENSURE UNIMPEDED DITCH FLOW 2"-3" OPEN ROCK UNDERLAIN WITH GEOTEXTlLE FABRIC 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGA TE: 2" TO 3" OPEN ROCK 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 8 INCHES THICK. IT MUST BE AT LEAST 12 FEET WIDE. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTI.lNG AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND El'l' I:.CTlVE. 5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT- OF-WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIA TEL Y. . VEHI9LE EXIT j ..- ..- \ '" --'\-- 1 . 18' (MIN.) -- 12. 50' (MIN.) " __ _ 8'-10" PLAN DIRECllON OF TRAVEL flROVlDE WA TER SUPPLY AND MAINTAIN 12" OF WA TER AT ALL llMES - ~ 1'; GRADE ~ ~ 20" J ' 12" AGGREGA SUBGRADE GEOTEXllLE SECTION TEMPORARY WHEEL WASH NOT TO SCALE 2" X 2" WOOD POSTS, ... STANDARD OR BE I I t.R OR EQUIVALENT 2" MIN. SECTION Sill:. GRADING NOTES 5. INSPECT IMMEDIA TEL Y AFTER EACH RAINFALL. AND A T LEAST DAILY DURING PROLONGED RAINFALL. REPAIR AS NECESSARY. 6. SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY ONE THIRD THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. 7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE FILTER FENCE FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. 12" -J l- I - 8" 10' t \a-J VEHICLE ENTRY - 12" (MIN.) 1. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS DURING EXCAVATION AND FILL OPERATIONS. 2. THE SITE SOILS ARE GENERALLY CONSIDERED MOISTURE SENSITIVE AND AS SUCH ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION EQUIPMENT, PARTICULARLY DURING PERIODS OF WET WEATHER. THE GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT SURFACE DISTURBANCE AND PROTECT THE SITE GRADING AREA FROM EXCESSIVE RUNOFF EROSION. 3. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DELETERIOUS MAIIt.t<. 4. AREAS TO RECEIVE FILL SHALL BE PROOFROLLED. ALL LOOSE AND SOFT AREAS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 5. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND DELETERIOUS MA IIt.K AND SHALL NOT CONTAIN PARTICLE SIZES GREATER THAN THREE INCHES IN DIAMETER. 6. STRUCTURAL FILLS SHALL BE PLACED IN LAYERS THAT, WHEN COMPACTED. DO NOT EXCEED EIGHT INCH THICK HORIZONTAL LIFTS AND SPREAD UNIFORMLY. AI'It.t< EACH LIFT HAS BEEN SPREAD EVENLY, IT SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 (MODIFIED PROCTOR). THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE ACCOMPLISHED BY OVER-BUILDING THE SLOPES. THEN CUTTING BACK TO FINAL GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFT IS BEING PLACED. ALL SLOPES SHALL BE COMPACTED BY THE END OF EACH WORK DAY. FIELD DENSITY TESTS SHALL BE MADE, IF NEEDED AND/OR REQUIRED, BY A QUALIFIED SOILS ENGINEERING FIRM. DENSITY TESTS SHALL BE TAKEN AT OR JUST BELOW THE SURFACE AT THE FREQUENCY AND LOCATIONS DETERMINED BY THE SOILS ENGINEERING FIRM. WHEN THE TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE SPECIFIED DENSITY, THE PARTICULAR SECTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. 10. ALL CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 2: 1 AND 3: 1 RESPECTIVELY. 7. 8. 9. PROVIDE 18" X 24" SIGN. DESIGNA1J!JD./ CONCR1!I:tJ!l WASH AREA 11. STOCKPILES ARE TO BE LocATED IN SAFE AREAS AND ADEQUA TEL Y PROTEC I t.o TO PREVENT EROSION. HYDROSEEDING STOCKPILES IS PREFERRED. 12. CONTRACTOR SHALL MAINTAIN A MINIMUM 2-FT GRADING SETBACK FROM PROPERTY BOUNDARY UNLESS WRIIIt.N PERMISSION IS OBTAINED FROM ADJACENT PROPERTY OWNER. 13. IF DEWATERING IS ANTICIPATED. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL OF A DEWATERING PLAN FROM THE CITY OF SPRINGFIELD PUBLIC WORKS DEPARTMENT. AT NO TIME SHALL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. WRAP STRAW BALES WITH ./ 4 MIL BLACK VlSQUEEN. ~ """"r """". """", -"",~". """", ""'~. """", """ ,. """", ~~~~~~~ . ~~"""'. PROVIDE 6 STRAW BA~S~ TO MAKE SQUARE CONTAINMENT AREA. ANCHOR VISQUE~N ~ WITH SOIL BERM. SEEDING NOTES 1. ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES. ROADWAY BACKSLOPES, UTILITY TRENCHES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BY THE CITY OF SPRINGFIELD. 2. EFFECTIVE SEEDING IS BEST ACCOMPLISHED DURING THE MONTHS OF APRIL, MAY, JUNE AND SEPTEMBER. SEEDING DURING JULY AND AUGUST MAY REQUIRE SUBSTANTIAL IRRIGATION. 3. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF THE APPROVED LAND AND DRAINAGE ALTERATION PLANS. 4. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION (CONSISTING OF PRO-TIME 303 SUN MIX OR EQUIVALENT) WILL BE APPLIED (MINIMUM 7-10# PER 1000 SF). PLANS MAY SPECIFY 011' I' t.RENT PLANTlNGS FOR SPECIALIZED AREAS SUCH AS BIOFlL TRA TlON SWALES, DETENTION/INFILTRATION PONDS, WETLAND/BUI'I't.R RESTORATION AREAS, ETC. 5. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISCING, RAKING, HARROWING OR OTHER ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. IF NECESSARY, SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS, AND SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO SEEDING. 6. FERTILIZER MAY BE APPLIED PER MANUFACTURERS RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WA I t.t< BODIES SHALL USE NON-PHOSPHORUS FERTILIZER. CONCRETE WASH AREA DETAil SURROUND CATCH BASIN ~ GRA TE WITH A 10" BERM OF 1/2" TO 3/4" WASHED GRAVEL ACCEPTABLE SUBSTITUTIONS - 0 FOR WASHED GRAVEL ARE: ~~~O 0 Ooo~o~Ooo'i'O:(ti()~ .10" jj>"=:i:,Q>.::J. \ II II LL-l1 I, ~~ - GEOTEXTlLE INSERT PER 4 .. 4 j CITY OF SPRINGFIELD' .. · 4 STANDARD TYPE 3 4 .. ~ - BIOFlL TER BAGS OR " BLO I I t.R BAGS PER CITY 4 .. - MIRAFI 140-N OF SPRINGFIELD STANDARD 4 4 FILTER FABRIC TYPE 4 4 4 "- 4 ~ "-- CATCH BASIN 18" - INLET PROTECTION OPTIONS: CITY OF SPRINGFIELD INLET PROTECTION STANDARD TYPES 2, 3. OR 4. CATCH BASIN GRATES SHALL REMAIN PROTECTED UNTIL COMMENCEMENT OF PAVING. INTERIM CATCH BASIN GRATE PROTECTION NOT TO SCALE EROSION CONTROL NOTES 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE . CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED, ACCEPTED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMI I II:.D. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AI'It.t< ANY STORM EVENT OF GREAIt.K THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AI' I t.R EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE-VEGETATlON HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.). 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OF - WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WA TER- TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WA I t.K SYSTEM. 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRII I t.N RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). 14. INSTALL A CONCRETE WASH OUT, CONSTRUCTED WITH STRAW BALES. LINED WITH PLASTIC, AND A VISIBLE SIGN STATING THAT IT IS THE DESIGNATED CONCRETE WASH OUT AREA. LOCATE THE WASH OUT IN A PLACE THAT WILL BE ACCESSIBLE TO CON CRt. I t. TRUCKS. SIZE TO THE PROJECT. 15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 16. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER QUALITY REQUIREMENTS, AND/OR CLEARING LIMITS MAY RESULT IN REVOCA TlON OF PROJECT PERMITS OR PLAN APPROVAL, FINES AND BOND FORECLOSURES. 17. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE E.S.C. FACILITIES IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 18. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED. IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS At'It.t< FINAL SITE STABILIZATION IS ACHIEVED OR At'It.t< THE TEMPORARY BMPs ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 20. WASTEWAIt:.K FROM PROJECT ACTIVITIES AND DE-WATERING SHALL BE ROUTED TO AN UPLAND AREA FOR REMOVAL OF FINE SEDIMENTS AND OTHER CONTAMINANTS. ONLY CLEAN, UNPOLLUTED WATER SHALL LEAVE THE SITE. ~ DATUM -V BENCHMARK CITY BENCHMARK USED: TACK IN LEAD, SE CORNER 58TH AND MAIN (#68), EL=508.65. TOPOGRAPHY IS FLAT. SPOT ELEVATIONS ARE SHOWN. CII f OF SPRINGFIELD 2008- ~ l.IBL. J.... ~ a > 0::: => V') I < co II) z w m ~ o ~ ~ ..L I < co II) z w m ~ o "<i. co II) z w m H:\PROJECT FILES\ACTlVE\BEN56A\dwg\BEN56A-C1.0.DWG, C2.1 TESC NOTES AND DETAILS, 12/24/2008 10:45:13 fJoM, tpowell, Copyright 2008 HBA Design Group, LLC DESIGN GROUP land use planning + civil engineering WASHINGTON 425.252.2826 phone 425.252.9551 fax 1721 Hewitt Avenue Fourth Floor Everett, WA 98201 OREGON 541.988.1862 phone 541.988.1863 fax 150 North 7th Street Springfield, OR 97477 CAll TWO BUSINESS DAYS BEFORE YOU DIG 1-800-332-2344 >- m ex> 0 0 N t') N V') 0::: Z w 0 m (/j :lIE > w W 00..0..0.. 0::: ~~~~ ;>; m ..;>; ~ ~m;>;o <omw ow :I: z~o ~ we> z =>u;<:5 < V')wo::: 0 ~ooo.. en Zw ~!;: ===1- Oen ~w en Wen ===w 1-> ~O ~C II) en ..J C( - .u c c z <C en w I- o Z o en w I- TESC z;