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Plat, Subdivision APPLICANT 12/24/2003
r "'''l".,.", ~ ~~~.,.. . " ~ . SCALE: 1" = 300' (\ I . i i ; ~ .' . . , t".. ... ) '. , .... .. ...... ..,.' . "', '. " I tr'. , -~ - f'~ ~.....-.. :~.:~.:~~::~_.- '. .-.. " . '" <: ........... " .. ... , ! .... NOTES: 1. leST PIT LOCATIONS ARE APPROXIMATE. 2.fI-INDICATES TEST PIT lOCATION. 3. STREET lOCAnONS DEPICTED ON THIS MAP MAY BE DIFFERENT FROM THOSE SHOWN ON 'THE FINAL PLAT. ' II _'.7.. BASELINE MAP PROVIDED BY: , .... ...-.. ... . - -.. --.... ....- :1':" .., I Ii I II! . .....- ....-.......... ... .. ..- ... .... ... ..... .. ..... -.'. ,....,. . , I . { \ \ . \ '. , \ ! \ ~,#" \ .i " I ~ Branch Engineerin!. Inc. ~ S10 JIIk ~ . ~ 0lrepIl 1747'1 (Nl)74&-01S7 "AX (141)748-0181 . \~ I ,- i I I I \. i .\ \ " .~ ..........- '.' .... 1\ '. Jt_.... :#"... .. ~~ I - '. . ..' , , . .;. , t .......... w...... \ .,.." .... . ,... .. ... -. ,;" ,:t '... " r- I I & .... &~ L_ " ~J I ;, I' ' " .,'.- ',<,:.:..;w~ .- I t a! , .~ ... , , , . .'" .' . .'". . ~cKENZIE..'. ... .', '. ...., . . . ..... '. ~ I II! i t .' . i . ! : ~.. '''1 ! . ..' ... ...,j,.! .:". . " .... ''''''-'. . . , " .... .' .... t::'~::::~:::::':~.~~~ ~:.:: .~~-: '::::.'-' '1" . i f! r ,..-. .. ." i '*."- . · i MOI.;J/t"t1-ft$ATE SUSliJl\l1510N - PHASE 1:,AND 2 SP1~JNG,FIi5LD, OREGON .' . Y.:' cr" ';'c,:',,. :.;" .. ,'.' '"., ';", '" " .j At I I. jl.i ! I ,..) i . !......... <it .t .. ...._ ___.._ ....__...tI. ; . , , .. " " . r~:"': ' .; ',. ,:", .' ,,;, ,,. . .' 'f ! t l~ ~!. .' , .,....; .," ..' . ':dC'. f.'",. .u',,';" ~ '";'. , . , ,:. j. , r, ~ 1 f t. ' t I, (' , t< t., ~ f " ~ I- r., ,.1 ~ J t I ~ , /' , ..' ! t.., s. I f , t I i .".6"... ":'" ~ c.l~ tiiJl~1ir.~~.It.~~~~.l-i~(~ )'[~~: .~~~l'!.~~.~'1~~~~~~~~'{::~;?tt~,::,.,,:.:-../.1 ~:., ," $" _~ ",' t .. ~"".... ". ~~*.' ....'~ :t.1.....i:'~..-J<:}~;.::~. ~..""..''''~ ; . .~) . , ,> '\,' t-!......' . ). "'.....{ 1: <+ ~" \ : . ~., . ',',0, ",:i:hij;(L:<.':' "':\'I'L~' :i '. . : .:;': ',. '. ..,t.\',"''';:::'''','il'',~;:i;t "?'<': .'::' . ."'~ ,:;:3 ".,,:';;;:,:' t<'.....:""'..'.. " ;.{...., '\:..!:'. " · t;:...~.~;;:. ~:~'i'~r 1'''' . OJ... . ,~ '.l';'~ .~.'~::,.,:\.~;~~;: . . . ~ '- ,If ~ , ,., :\ '" t. .~. ,0; .' J .. , '" ..,.' "'...... ...' ","{On:;;; ....">1h ..~. - . . ~ ::r>- .l . '( " . ,,~r .~~"'~,.~~~.., ~ d .... h' ~_ f' ..] ......., ~, -- ..'- .:: \ l 'c.. fS)~ f ~ ,. ,.. ,'.. ....., ;., ....'. . . to ,'.. .,", .' :., . . .: '. " .' , . .' rEST PIT tC!JCA TIOH6 (tENt/RIES!ITE AREA) , '. ". '" '. rJ.e r _ '.; LPJ@:>.., ...Ct.".:.....' 5()B2co3~ao63 50bDlU\StOIU ~M::o ~UP1 07- all ~ ~rvw.rs IDr ~ p~ t ~ f~ .;.;.,.".".,;"....:,"'.i.J.;..:...:.;, .,"~..;..."!v",";..,.,, .:.;.......:.,d".....f ,.. /, ., l ',>.. .. "', ~: ~ '. '. ~ v',:. . ',:.,; '. .c:....:\.)...." ,", .:. ..... ..' #4" , ..f~"~' ..l.? ..,.....,... ,'..",,,.."';,... :'.., .,' ;;,;,cL...:..;..,i......... ..;OJ;, .. .~~ ~ ~.:-:, . ~ . -~* ~< , '., . ..... .... ~ .. ..,..-..'. "';.~ ."...... -.."'.....;;.. ',' FIGURE NO. A... 1 I. .... . . '.;.;' L.. ,c..' ~ . ',. j ~ ^___.. ~~'~, '~-:;7;.' ~, ""~>: ~'--: I ' I ' . ~t' i . t, oj '.L t', t,,1 '.,', . , , iI: 1 HIGHWAY f- ,:.-; MCKENZIE '. ",,' , "._._p~...o_"':-":~_._"'~ _ ---...,. .........1...." '=-;_ ' ".. ..; .. ([.1.S. mrY. 126) f r 1 , j-....- -.--,.... ..., ..-.......! j i J i I I I .~. , 0..'''1 ; : ~ i : - ~' . . ( i \. ...-_...~.j ~ I I '\ I t' - ...-..... .. .., .;.- ----......--..--1.-----.1 " j I i I , ! I , " I 1 t I ' t , i I --. .................. ". .." - .... i' /...., ~ j /' .......... : i. .'.. .... ............. "'.. /' ." i ........ // .....'" ( ..... , ",'" ! ....., I ", ......1 ..'~-: ....... ... I .,.,... ! ..,., r' I I I .~ -. L..._. .: I ...... , If...................... ,../', " , . ..... , ~'" '../ '. " ", ''''. '.\ I . 0 . i .. . :.... ../', ,.J'~ : i ( ,....'y." 1 .; . .'! '\ /' "'" ....".... ::':','. :L.~~~ ,;.. .\~~/':.: I ,..,-""'~ ;f" )"".' .>-. \' ,. \ : . ;.. "'1" ':' ,." " \ \ '. \ .:\ \ ' '\' ,. . I'. \ i~ ........... .."'" I I \ \. .' , ..... \" \ " .. . (' , , f i.".J' . \ . " · , : . '- , \..."'\' "~.{) ,.' . ..;- _ .. \ ' . <' t... ,..., .. .~l' i' ~':') . , , ' , " . . ! .~_ __._u .. ....._......... ...... .. ! SCALE: 1". 80' .1~' ~r : ,"litr_. - ..".,i.~\;"'4~.,...~..-~JIoi!t~ ""':'1 '. NOTES: 1. leST PIT LOCATtONS ARE APPROXIMATE, 2.. ..INDICATES TEST PIT LOCATION. 3. STREET AND LOT lOCATIONS DEPICTED ON THIS MAP MAY BE DIFFERENT FROM THOSE SHOWN ON THE FINAL PLAT, i ! ! -- ...... "'''"''.. ....... ......, "" ~..t.':) '._ ........... .," . L Ph.. BASELINE MAP PROVIDED BY: 0 @ ""@ Bruch Ename,erin&. Inc. PHASE 1: LOTS t t =:=....... I GIIJ'_ .,47"1 LOTS@-@ , -~,...-... -. ("1)141-0111 JU (Mj)?...... PHASE 2: ..... '" ..... o ...... " \. ~r.._,... ' S8 . . ............ '0 ....... t)~ 'r.- :... 2. ... 5~~-' r', --- -- .j i i J ' t ! . : . , ! tl '. .... ................. . ......... :)..,~,......- ,-T' ~,~~~, *~::~:~;'~:.::r~,,:: 't"'; ,~'W-,~.~~~_. ...... '.. " liMDD ___ 720 EXISTING CONTOUR ~ PROPOSED CONTOUR ",. . ... "11. '.soc,..,.. .. --". -. '.- - :"'~'H . - ..........:. r'" ..~_.... '--' --, I . Hi TP-31 ., .. ...<( ~ X. ... M.' ~..:.; A~: --. '''''' ~~ .~~9t L---"-J"'---' L >'" J~~OV I~"'-"::-C' , FIGURE NO. . PLAN'JNF(/JJ!IM~rfON (PHASES1A.NIJ .2) MOUNTAGATE SUBtJiVISION - SPRINGFIELD, OREGON ! . I ,..1.. '.Z"" ,..' .,. PHASE 1AND2 !iii TP-16 ';t.., '\. ~~ .', ".' 2. of L\- {)Qc:cr-s 600 A I f !. ~ ROAtl GROUND '" SURFACE '" EXPOSED ROCK (CUT); ~ z o ~ ~ w ROAD ~ FUTURE EMBAMCMENT ~. ".. SEE REPORT TEXT ~' ", FOR SLOPE REC. . ',. " . "" V ' ./ WATER /' A' I' 1\' , .:"",:,'~~!V'~~'~"'"f1!~"1)~,Q;~;~~~~~~~~'>~~~~~~~(~Il~~ni";}""';"~ ... ,",,,{ -, ~ l~r ~;.~L~~~J:'Al,'fjk~'!1.t~':+tfr{~r'<;~:';'!"~"'!f';tii:.r;~f~,~,~~~~~_~Il,~~~,~~}s!JJ~.... ,..,!I'~Uf, ;~~~<;)~~k~~,~~-,~'rr"~" ":'~:.;.,~~' '." 11,_1_' 600 800 SECTION A - A' SCALE: 1- == 2f1 ~ ! t= 700 ~ w C I 800 [ ~ ~ 700 iii -' w ROAD BASELINE MAP PROVIDED BY: "" -- ".Auec..ms 1@ Branch En~eering. Inc. 310 Fifth, Street. Nlu.... ~d, 0I'eI0Jl .,.,. (Nt)?"""" FAX (..~)'4~ '. , .......l..:.-. B I . I" I ROAD ROAD SECTION;B' -B', SCAlE: 1- =* 40' C' I ROAD .' , , "" ;f.:'~f"l~~,'1f;~~4t>:'1 '~~<'l '," \~~l,J:l:tl:;~ " " ,1Jl. ,'\:(r..- ,~\$J\!~: ~ ~~.~f, )l1.)~~.....1".....",..:+iw-~~';",' SECTION C - C' SCALE: 1" = 40' NOTES: 1. SECTION LOCATIONS ARE SHOWN ON SHEETA-2., 2. INDIVUDAL DRAWING SCAlES VARY. ,. I " " FIGURE NO. .. MOUNTAiGA TES.liBDIVISION - PHASE 1 AND 2 SPRINGFfELD, OREGON. · CR()SS~SECTIONS A - A', B.. B', C - C' A-3 B' I " =5 of q PQDfS 1 ' MCKENZIE HIGHWAY J"'I... :.: "7" . ,~..... . -::.,:.--" ....-: . "'~v'''''''~1r,-).~j . - "'.. (u.s. HWY. 126) -" ,~<",..',~ ""-'~~-, "~..',,.....'> .......~ .. .Jl ". ...' _.. ..-,., "i I i l i . _..." _..1 I I,; t ,-.."...........-........ - ..._._.~ , ," ,I t I ! ! \-.....-.... .~.. .... .. .-. -- ~ ...---.... -.-.----......-1 f ~ 1 ~ i i ~ ! i I ! I t ~ 1 i 1 . , , ; 1 .:.' ~~~~~-~i~_tNAGE~Ttr+m$CMMGEH:~~'f.lf[':.;PLANS.~'?'./.; 't !' i "', ! : t ~ .... ..,_.... -.. ,_..,... ,....-.. .~ t ! , I , i l ,-~"_: VEATHERED MJO(:''- BACKFILL \11TH 'FINE GRANULAR rIll' UNDER STRUCTURES - USE NATIVE SOIL AT LANDSCAPING LOCATIONS - SPECIF'ICA TIONSr 1. 'DRAIN ROCK' SHALL CONSIST Dr 2 TO 3-INCH, OPEN-GRADED, CLEAN, HARD, ANGULAR, fREE-DRAINING, QUARRY ROCK. 2. 'FINE GRANULAR fILL' SHALL CONSIST OF' I-INCH MINUS, CLEAN, HA~D, ANGULAR, WELL-GRADED, CRUSHED ROCK. 3. 'DRAIN PIPE' SHALL CONSIST OF SLOTTED OR PERF'ORATED, RIGID PIPE APPROPRIATE... Y SIZED BY THE CIVIL ENGINEER. 4. 'DRAINAGE FABRIC' SHALL :CONSIST OF AN AMOCO 4545 NDN-VOVEN GEOTEXTILE. !.' i 5. ALL ROCK FILL MATERIALS SHALL BE PLACED IN MAXIMUM 24-INCH LOOSE LIFTS AND COMPACTED <DR SEATED) USING HAND-OPERATED, VIBRATORY EQUIPMENT. 6. RErER TD REPDRT FOR ADDITIONAL SPECIFICA TIDNS. DEPTH (VARIES) <'~'~~'-~I I I . ,J ,i I ' I !j , ' " . ~ , .;-. .i L.-_, ..._: .~~ ,., . _.......... " ., ,.." .> 'I. ,.,/ " .....~1 >.....-' ,....'- , "I' . " L' \ , . I . \ I GROUND SURf ACE - ..... ~ ~ --- NOTES. 1. EXPECT THAT TRENCH SIDE\rIALLS \JILL BE UNSTABlE AND ClJ.l..D CAVE DR SlOUGH,tSPECJ~LL Y WITH ""..........~'. ' '4 \;"A/ '. ,-' , '. "r - INfILTRATIDN. ALL EXCAVATIONS SHOULD BE SLOPED ANDIDR St-GED IN ACC~~t'."lJi~~t~~~~':"iT...~-;"t~~~~.....,..:'j,..-'liit;~.,-.-~"~~~~:i~~~.~1:t~~1:~~~;1;~~~>:~i~::::.lt' 2. ROUND ROCK DR PEA GRAVEL SHALL NOlBE SUBSTITUT,ED .F":. ~:~,RDCK~~::> .:;...:,; IDRAJNMiE' 3. CRUSHED GRAVEL SHALL NOT BE SUBSTITUTED FOR CRUSHED,RlJCKi', . ..' ,1 4. EQUIVALENT GEOTEXTILE TYPES MAY BE SUBSTITUTED Ir APPRovE>>BY.US. 5. A SDLID <EXTRA) PIPE IS SHOVN IN THE EVENT TO PROVIDE A~ANS or. REMOVING VATER FROM OTHER StlJRCES SUCH AS FOUNDATION DRAINS, ROOF DRAINS I RETAINING ,VALLS.. ,~' OTHER MEA DRAINAGE. SUCH DRAINAGE SHOULD NOT BE DISCHARGED INTO TO THE PERFORATED PIPE ZONE. A~EN TRACER "'IRE or VERTICAL STUB-OUTS SHOULD BE PROVIDED FOR FUTURE REF'ERNCE IN ORDER TO LOCATE Tt€ PIPE. 6. REfER TO REPORT FOR ADDITIONAL NOTES. 'SOlID PIPE' (IF HEElED) '- selL ABOVE ROCK ""'- VI VATER " o oJ " " EXCAVATED TRE H (SEE, NOTES) 'DRAIN' ROCK' i , i \ ! i 4 ) I J I ' t · -- . .. .. _ _ ... ...... .u... . _.. .. . - ...... TRENCH TD EXTEND MINIMUM 1 rT INTD RDCK I' ",...... .....;!) ;:~j "-" TIIlENCH DETAIL (TYP.) SCALE l' = 5' ..... " :-' o ... .. .~5 :;' .,... ........ -" : S80 'i-. .I~ .:. ""~\8~}.. I ~590 ....- - --.-.- ,.,.. ...~ --"-. ............................ - .~ -" ...,."..-..... .. -..."...,.,_ I .....~ ,.~):~~, ,..... . ..- -- _.- ~ I:"e I' · 80' BASELINE MAP PROVIDED IY, -@BranChEnlineering.,Inc. IJO PJfUl IINet SprtaafIeIcL On.- "4'1"'1 (MJ )7.....0117 PAX (N1 )7.....- I _"..... ,,"ASSOC'AftS MOUNTAGATE StJStJlVISION - PHASE 1 AND 2 SPRINGFIELD, OREGON DRAINA.GE.PLA"N (PHASES 1 AND 2) a... , . \ 4 of 4-pct~ ,\ I - ___,,____-....__,.-,'._,-, ;~'" __;,,~;._ "".~; jtl-'i'Y;_'_--~'_.~~~i""-__'-"V-<<:;