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Home My WebLink AboutPlan, Tentative APPLICANT 7/3/2007 ( BM\TIAL Jt~~ 3 ?001 D ASSESSMENT AND PLAN SITE VICINIT~(, STORMWATER SITE MANAGEMENT FOR JACKSON /,~ - "-~/ .. S'TEVE ~ . I I I SW 1/4 SEC 5, T 18 S, R 2 W W.M. MAP Nel. 18-02-05-21 TAX LOT 8700 SPRINGFIELD, LANE COUNTY, OREGON JUL Y 2007 SCALE: r-40' ~ SSCO o 1 : ] . :... '*"'" ti ~ I I :2 ';,::':,= Site Assessment Notes: EXlSTNG 6.0' SlDEWALK ~ -- \:. ~1~ 5AU~~~ . I ::X 46.0' PA~ LijffP/P .~8601~ 253!' ~~,~~R .., I r " . ". I~..;:'. v x. y-.;\(- v. V y ;;l.-- v..::..-v v y STR!' mJ STD. C!G~: !: t ~~\ij ij/// J2~I iF ~~l J: J2~llF ~~'!.)l~. ~.I ~'1~. ~. ~ ~ : ~...! )@: ~~...,.WM..~ ~ ~ :... N ;EX. 12:.Q:.-~:\ u / / / _:~\. "'- .J:XISTING /'/ ~ ;.;, / . Ut~1 'OJ! .pmVEWAY 2f GRAVEL'~ /~ 1J:!f:i._ ::I~~ 8 I >:~ ~ 6~~~;:87~ q~i~~ 7~T~.~ <J "r ~.1 / /?~ ~ ~~I ~ t~:2fL~;~ -~o/nr~~0 /';, :;,. " rJ~tt4i '" ". \/ 46M SF / 81~ / U / ~ '/.: I i::~1 / / / ..~~. 0 / // < /v-,,::/j0 / /' ::/ /~ / -,' :::;., . : .. 7/~///Y/ '/; / />>j///:~' / :/:-~- . //,.. '. ... ~ />.' : . ',:.' '."'. ///;//)/ 0'//:/// /,~.,,~/.;t;;. LOT 6 .+ ':':;> I ::. '. <<~' . . ,. 7// "., ( " //iV 4600 SF 0 .~..- 8"SA. N.q : 8'SA, ~-+. .. \\.... /,,/../. t".. >(./,~ --, :/ M / :,/ V1 g ';-.:::. \.: ~ / ':::..' ."'.':.~//<<. , ' . . /'1:/ ~'J\J~i// . ~~//,~~// ~A~ :~i tfr~..~% ~ ~ ;:': 'j. I ;;:/W// / / / / / / //7/~:( / /7Y/ /,(/ , I (, ....,. .. " ..... m " " ' ;:>7v~: ~ ...~/ ..~ ~ , . /) A / l.- ~o l-~ /,/ ~ ~ 24 FL IN/OUT 481.25 ,.//, , .:; ~T I . . I OT ~ " 9:3 . ":? I ... """~~ ,L, ~ / ~ CONSTRUCT MAN1O.LE ~.~~:, ': ,:.; ".u", :4500 SF .) ~QQ SF?/ O~...$~ V C0t*CT TO EX. 18 STORM "": >:: - u<<~,,:<::~'> ,': ~ l- EX ~~! ~ ~"f..~:,~ MAPLE--490~~_ S -=.:- DRivEWAY .~~?(/ i ::) . UNK'NOWN ~.. #~ I ::::~ V AUL T ~.~>. ,: I >:~ ~'{ I I I. CONTOURS ARE BASED ON THE CITY OF SPRINGFIELD BENCHMARK DESCRIBED AS A CHISLED SQUARE IN THE SOUTHEAST CORNER OF THE CURB INLET LOCA TED AT THE NORTHEAST CORNER OF THE 42ND STREET /MT VERNON INTERSECTION (ELEV 488.19) 2. THE ENTIRE PROPERTY IS WITHIN ZONE "X. OF THE FEMA FLOOD PLAIN BOUNDARY MAP COMMUNITY PANEL NoAI039CIl62F DATED JUNE 2. 1999. 3. THERE ARE NO WATER COURSES IDENTIFIED ON THE WATER QUALITY LIMITED WATERCOURSES WATERCOURSE (WOLW) MAP THAT CROSS THE SUBJECT PROPERTY. 4. THE DESIGNATED WELL HEAD PROTECTION MAP INDICATES THE SUBJECT PROPERTY IS LOCATED WITHIN AN AREA OF CONCENTRATION HAVING A 5 YEAR TIME OF TRAVEL CLASSIFICA TION. 5. AS SPECIFIC ED IN THE 'SOILS SURVEY OF LANE COUNTY' THE SITE CONSISTS OF MALABON-URBAN LAND COMPLEX SOILS. THIS UNIT IS MAINLY USED FOR URBAN DEVELOPMENT AS WELL AS PARKS AND OPEN SPACE BETWEEN BUIDINGS WHICH WILL WORK WELL WITH POST DEVELOPMENT CONDITIONS. c c c 6. THE EXISTING STRUCTURES AND IMPERVIOUS SURFACE ON THE PROPERTY CURRENTL Y PERCULA TES INTO THE GROUND ON SITE. 7. PUBLIC STORM DRAINAGE WILL BE DIRECTED TO THE SOUTHEAST CORNER OF THE PROPERTY INTO PROPOSED CURB INLETS AND MANHOLE. THEN VIA AN EXISTING 18" STORM PIPE TO THE EXISTING PUBLIC STORM SYSTEM WITHIN SOUTH 42nd STREET. FINAL DRAINAGE DESIGN WILL BE COORDINATED WITH THE CITY OF SPRINGFIELD ENGINEERING DEPARTMENT DURING THE PUBLIC IMPROVEMENT PROCESS. 8. SOUTH 42nd STREET HAS RECENTEL Y BEEN IMPROVED PER CITY STANDARDS AND APPRORPIA TE STORMWA TER TREATMENT MANHOLES WERE INSTALLED WITH CONSIDERA TION FOR THIS PROPOSED LAND USE APPLICATION. 9, PROPOSED IMPERVIOUS SURFACE AREAS ARE BASED ON AN APPROXIMATE HOUSE FOOTPRINT AND CONCRETE DRIVEWAY OF 1300 SQ. FT. PER LOT. IN ADDITION TO A 28 FT. WIDE PAVING SECTION WITHIN THE PROPOSED PUBLIC RIGHT OF WAY AND A 25 FT. WIDE IMPERVIOUS TRAVEL SURFACE WITHIN THE ACCESS AND EMERGENCY VEHICLE TURN-A-ROUND EASEMENT WITHIN PROPOSED LOT 7. 8. 9. & 10. n 10. RUNOFF FROM FUTURE STRUCTURES WILL BE TO WEEP HOLES IN THE CURB THEN FLOW INTO THE NEW GUTTER TO NEW CURB INLETS AT THE NORTHWEST AND SOUTHWEST CORNERS OF PROPOSED PUBLIC STREET THEN TO THE EXISTING STORMCEPTOR MANHOLE IN SOUTH 42nd STREET. II. APPROXIMA TEL Y 1.390 CUBIC YARDS OF ENGINEERED FILL WILL BE REQUIRED IN THE SOUTHWEST PORTION OF THIS PROPERTY AND WILL BE ADDRESSED DURING THE PUBLIC IMPROVEMENT PLAN APPROVAL PROCESS. 12. NO WETLANDS EXIST ON THIS PROPERTY. f\[W SAN. SWR. MH. FL. ruT -475.0 FL IN''475J I I (1 13. THIS PROJECT IS SCHEDULED FOR CONSTRUCTION IN ONE PHASE. 14. PUBLIC IMPROVEMENTS ARE SCHEDULED FOR THE 2007 CONSTRUCTION SEASON AND WILL BE FINANCED BY THE DEVELOPER. I.. LOT 4 6,750 SF Ie, Grading, Paving and Storm water Management Notes .) I. THIS APPLICATION PROPOSES TO CREATE 12 NEW HOME SITES WITH ESTIMATED BUILDING FOOTPRINTS OF APPROXIMA TEL Y 1.300 SQ. FT. THE SITE IS RELA TIVEL Y FLAT SO EXCAVATION FOR EACH NEW HOME SITE WOULD MINIMAL TO ACCOMIDATE BUILDING PERMIT REQUIREMENTS. EXCA V A TION OF THE NEW ROAD IS DEPENDENT ON THE STRUCTURE REQUIRED WHICH WILL BE DETERMINED DURING THE PUBLIC IMPROVEMENT PROCESS. EXCA V A TION FROM THE PROPOSED ROADWAY WILL BE UTILIZED AS ENGINEERED FILL IN THE SOUTHWEST PORTION OF THE SITE TO MINIMIZE IMPORT AND EXPORT OF EARTH QUANTITIES. -'. 2. THE SITE IS GENERALL Y FLAT WITH THE EXCEPTION OF THE SOUTHWEST CORNER WHICH WILL BE FILLED WITH ENGINEERED FILL AS A REQUIREMENT OF THE PUBLIC IMPROVEMENT PROCESS. 3. EXCA VA TION AND SITE GRADING IS NESCESSARY FOR THIS LAND USE APPLICATION. ,:'.': 23.0' 23.0' 24" FL. IN/:~~ -::,1.~:.~~---:1 >: Draina~e Areas: / REGISTERED "- PROFE;zSSI.ON~ ~J /" LAND SURVY,9ft J ~~f ~~ OREG~N Jr r SEPTEMBER 23. 1977 THOMAS F. POAGE " 1301 ./ EXPIRES: DECEMBER 31. 2008 OVERALL SITE AREA" 75.900 SQ. FT. EXISTING IMPERVIOUS SURFACE.. 1.858 SQ. FT. PROPOSED IMPERVIOUS SURFACE .. 24.627 SQ. FT. PROPOSED PERVIOUS SURFACE.. 51.273 SQ. FT. POAGE ENGINEERING & SURVEYING, INC. OWNER/ APPLICANT STEVE JACKSON 3099 KENTWOOD DRIVE EUGENE. OREGON 97401 PHONE: 520-8221 EXPIRES: P.O. BOX 2527 .. EUGENE, ORBGON 97402 It (541) 485-4505 JOB No. 3820, DWC;:. 3820STM, DWN. BY: CDN, DATB: 6-07 ~ It N \ \ FORSYTHIA l'~~ MT. VERNON SCHOOL . MT. R ST./ /'1iQ 1;/ / -~ ;::::::::~ ~ ~~::J: ):~~1~j~ :z: '- l:= I- I- v'<S t.f) ~. ~ ; ~~I '\l" .. f35 K~lMI;{ , ./ \. '\l" ' RD )0 ~ \)~~ I- OSAGE....J ED PINYON)~ ~ l- o '\l" JASPER VICINITY MAP NO SCALE LEGEND -------STM------- PROPOSED RIGHT OF WAY EXISTING STORM SEWER (SIZE AS NOTED) PROPOSED CURB INLET EXISTING CURB INLET PROPOSED STORM MANHOLE EXISTING STORM MANHOLE EXISTING STORMSEPTOR MANHOLE PROPOSED STORM SEWER (SIZE AS NOTED) EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER (SIZE AS NOTED) EXISTING WATER MAIN (SIZE AS NOTED) EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WATER VALVE ~ ~ @) 'sn '-II' O~ 'STM {~) -------SAN------- EX W ~ (p ------ OH EXISTING OVERHEAD UTILITY LINE DRAINAGE DIRECTION EXISTING 6' WOOD FENCE EXISTING 4' CHAIN LINK FENCE EXISTING CONC. SIDEWALK -x X ... X X- -c o ~ 0- <:'j,,~>~ EXISTING STREET LIGHT EX EXISTING EXISTING POWER POLE )f?( 1;:104'_-._) EXISTING GUY WIRE EXISTING STREET SIGN ... ~~ ~ DECIDUOUS TREE (SIZE & SPECIES AS NOTED) ,~~ ~,,,.... ?~:, CONIFEROUS TREE (SIZE & SPECIES AS NOTED) ~. ~ APPROXOMA TEL Y 1300 so. FT. OF IMPERVIOUS SURFACE FROM FUTURE PERMITTED BUILDING & DRIVEWAY (FOR ESTIMATION PURPOSES ONLY) ~ PROPOSED IMPERVIOUS SURFACE (TRAVEL SURFACE & SIDEWALK) ~ TOTAL or:- ;Z PJS ..1.D.f2.. PRE ;2..0D7. oooL{-L~ 5t.eN~ . a&-/L~oh :::MelLo.... p{ t.uf1.hr ~ ( ,1 PLAN - 'I' b N l' A T I V E FOR JAC<SO.~ SW 1/4 SEC 5, T 18 S, R 2 W W.M. MAP No. 18-02-05-21 TAX LOT 8700 SPRINGFIE'LD, LANE COUNTY 1 OREGON JULY 2007 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 It EUGENE, OREGON 97402 .. (541) 485-4505 JOB No. 3820, DWG. 3820, DWN. BY: CDN, DATE: 3-07 S~E'VE ~ I j SSCO o I ~ .'.,.'. . ':,',',: r : t I t I I f I ~ _ ~:.;: EXISTNG 6.0' SIDEWALK (fJ ,\ ~ WITH 5.0' LANDSCAPE ~: . ..', STRIP AND STD. C&G . ' ,~~j;< 46.0' PAyiNG .'.,',' - ... h rP/P #86012 .. ' ....... '. " ~" v v v V 'l v-25.3:f v 'I ;:<< i :;,'~)." . H' h......., \ :' ., ^ - '< x v v " .' HI: f' - 2tl;l 59:!:' 68:!:' 66:t' ~L!! : -1-' ".~..~i 66;~SF ~(O~~i~ +1 EX. 12.0'___0::: ~ I ,\' ! 5136 SF 8 LOT 7 DRIVEWAY pi! ~! 7:'1 !-,7.0'~.U.E. tl LOT 9 ~ I ~~4:: MH. 5202 SF , )::~.,<;!;': q ~7f' ! LOT 10 ~ 5282 SF Q FL. 6.lN"476J VARIABLE WIDTH ACCESS, UTlITY ~ /~ i "d ii ! 8 fuJt. 6,604 SF FL (2) 4' IH76.1 ~~~~~~~LE TURN Q, ~':~:, ~ >'l:x. '~y~0' . J ~ ~w/Wssc41'oSAN' SRV...... . STD. H.C. RAW--/'" SR(2)NVEWW/4SS' SCAON. -NEW 4' SAN. SRVC. <.:! "l::f4 iDR(TSNRE) \~ ;?: 1(" . ' . W/(2l SSCO ~ :::;::,: l Ii jj.r;; I PIP #87C):.:< p ./ 68:!:' =2C:-- '~ 66:!:' ~ 37:!:' ( ,.. I,r :I: I 70' , . 2"1+'rm". ,...,.A-o~'-F-/-W~--W"l-T..H-::.-. ~:;f$- '. '{;?\-~'" ''',''''~:-/.'''~';?:-. . '.' ..:,.:\ .':2F~??;,.7zr.~:~ ....;., 8 -~.. !_ . - < . 'to ~ ,.' :;);/~ /;j. ~:/7 ". 1//' . "'?J +1 (, '::/;~;~ E-4: <.~;:~ ~ P.UE. HANDLE N .' ({MOUNTABlE CLRB . 6'SAN ~ S 4'$ ::0 t, ~/ ~ ,/': q / /;,{llf) ',::;!: fl ::>! . > ~ 80+-' 525 SF ~ ~:. ~~~ ;0)9;i; )'~;r~<<: ~~ +(~~N . ::;::: ~ 0 I: \ .:. /i"/ ::'.' '....i . .'..~. _:~EXISTI~9..SHED,j/41".(;.%'/,:.~?.;:;rA 22:t <) '.' (/) I I I 70:!:' ('9: I 65:!:" : . TO BE REMOVt 1,......... /" " 77t' :'~;':: i ;PO I ( <.. ;~ '" 7 STD. H.C. LOT 6 f: i ,:::.:! w'-..... ".J BGEN? 50.0' ~/W , . .:~ _ 4'SI<N ;;: " RAW, 4600 SF ~ ;::;;..' '-..... N. M LNT 4'SAN I ;:'. J J '.;'-! ,.1 END 5.0 S/W +1 ::.,::.. "'I LOT II EXISTING - ABLE CURB f'.:':: '40.0' 'I ...; I BGN MOLNT S,IfO ~ q ! .., 5368 SF 7f~~E i!; LOT ~ W/SSC~~ ~?IRGlT OF WAY ., ABlE ClJIB' IIml ~VI2' UNDEN ,/if I; " I~ K. . 4664 SF ILt) ':<--1- _ 5.0' S/W WITH \ ~'1 ..:::iIt ... I." I::. S,'" . < . ~ (. . ." - 8 SAN .. ~ ~ LOT 5 'L i\V..!liWF.H.-,/(..,'!i:'!.. ! l~~~,.... ~ ~ ...., ,~A. if/ fLWW~O~~R.MH. 5208 SF ..' .. I I: :.:: ; V' ~ '~'\..,. E2 \ <c ~ fl f\J:475 ::. , :::: f', 1llIIIE-V) '\\,\ Jd ...... . ~. , ~ I :;,. ~:,::.>.:::..::.;;:.:t:'::':"':'::":! ;:.:~.::.::.,:::.:?:.::..} "~:'~:':.t:';:':!:').t"'~',:,~:,::".?:;:,:!:,,: '::: /.# .. . V 4 ! VALVE .{ ~.;~. ..'~ '..--'~~~~~'-',5.'.:6~'ii~~J'~I~~':" '. ":~i~-,"..~'-'.-..:":'-.,.:~~~6.'~;::::'~:: . ....: .AO"--~. ~.. :-;': /1 <( f' .............. ,;, 0' ~ ..... '.', , ' 63+' NEW SAN SWR MH* if) I & TEE::: .~.Q' \\' . HANDLE- fL. oor-475.0' '/.:.:>: ~ I! /..1/1' 7.0' P.U.E. 2.,O"\OAK.. " (2J4"'SAN.-- 750 SF FL.IN=475.l r,~~' '-I8'ST~-<vt-l8'STM-~r~.l.- ." .?~:). '.....,..'.:..~)..~~.6T.~.I, ssco ~ ~// i:. ~(.Jl LOTI ...l~>-.~:~,r/~ .. .)~~~Sr ~. \ 6~g1 ~F 24'FLWWT'4812S/: A, 7.0' ,:: i .500 SF"o'i...vtrI1~~...,' /~/,.,.. . ",: V . .,./ I.~, ~ -........... :,' "v{) ~ . ~ ~~JO~T~TI ..1 I PHE'I .~ Lr4"aOwOF~.'.,),..-,.-ji.....:I{I.,.~../,..... '. " :90) ~'61t. I'[W FUl.4817f.:7f' ,.: Vi. 56.5,b ../ . ~,.. <:.:::: .....~53!' I FL. WH81.6S -'m'!tC"-<r I~'i ~P# 60j 18" ~APlE ___J/_ ~ ~5:k ~ ~/'.) z (f) .;,~:~. .'; /.8,MAPLE '..... 20 -MAPLE>..:,...:_....-H'.-...n'... ./:>::-::.> (}, 'r( :J2j MAPLE ~96, ..'.---...--.- EX.~ +kl' ~ ~.:~/.:.J ~.:.,. DRNEWAY (~'. 1 : :{ I ! ! ;':::: I EXISTING FIRE HTDRANT SCALE: 1"..40' ~: . :. ..: ::,:,:--- +1 n Z '},: t;i :. ~. ~ .', ,,:. : .".' .... ..' ~. '.: ,:. ::.".,';';..;,: ',.:..,.'.. , :. ~. EXISTING 6.0' 9DEWALK vnTH 5.0' LANDSCAPE STRiP Af\O STD. C&G y c I I y 59:!:' v {; ~ ":' 23.0' 23.0' '.:: .'..' , ,- -,1 -;...., 11' j-"~~~:"t. IN-481.00 24" FL. IN/OUT "481.00 : , Ii 8 8 8 8 8 I: . I 8 . r II I t I I I : I / REGISTERED'" L~~~~tW$~V) ~/gz~ OREG~N' .7 SEPTEMBER 23. 1977 THOMAS F. POAGE " . 1301 ;/ EXPIRES: DECEMBER 31. 2008 . GENERAL NOTES I. CONTOURS ARE BASED ON THE CITY OF SPRINGFIELD BENCHMARK DESCRIBED AS A CHIS LED SQUARE IN THE SOUTHEAST CORNER OF THE CURB INLET LOCATED AT THE NORTHEAST CORNER OF THE 42ND STREET /MT VERNON INTERSECTION (ELEV 488.19) 2. THE METRO PLAN DESIGNATION FOR THE AREA AND THIS PROPERTY SPECIFICALL Y IS LDR (LOW DENSITY RESIDENTIAL> EXCEPT FOR THE AREA NORTH OF JASPER ROAD AND WEST QF SOUTH 42nd STREET WHICH HAS BEEN DESIGNATED AS COMMERCIAL. 3. THE EXISTING HOUSE (ON PROPOSED LOTS II & 12) AND OTHER EXISTING STRUCTURES ARE TO BE REMOVED. ALL EXISTING FENCES AROUND THE PERIMETER OF THE PROPERTY ARE TO REMAIN. 4. RUNOFF FRON EACH STRUCTURE WILL BE TO WEEP HOLES IN THE CURB THEN FLOW IN NEW GUTTER TO NEW CURB INLETS AT THE NORTHWEST AND SOUTHWEST CORNERS OF PROPOSED PUBLIC STREET THEN TO THE EXISTING STORMCEPTOR MANHOLE IN SOUTH 42nd STREET. 5. THE ENTIRE PROPERTY IS WITHIN ZONE .X. OF THE FEMA FLOOD PLAIN BOUNDARY MAP COMMUNITY PANEL No.41039C1I62F DATED JUNE 2. 1999. 6. 5' CURBSIDE SIDEWALKS WILL BE PLACED ON BOTH SIDES OF PUBLIC STREET. 4' CURBSIDE SIDEWALK CAN BE PLACED ON BOTH SIDES OF PRIVATE STREET. 7. TELEPHONE. TV. WATER. ELECTRIC AND GAS DESIGN AND INST ALLA TlON WI DERGROUND AND COORDINATED WITH THE RESPONSIBLE AGENCIES. 8. TREET TR S AND LIGHTS TO BE INSTALLED PER CITY ST ANDARDS,?hbw-e.. 9. PU Lll. ::> TORM DRAINAGE WILL BE TO THE SOUTHEAST CORNER OF THE PROPERTY. FINAL DRAINAGE DESIGN WILL BE COORDINATED WITH THE CITY OF SPRINGFIELD ENGINEERING DEPARTMENT. 10. NO WETLANDS EXIST ON THIS PROPERTY, II. SOUTH 42nd STREET AHS RECENTEL Y BEEN IMPROVED PER CITY STANDARDS AND APPRORPIA TE UTILITY STUBS WERE INSTALLED WITH CONSIDERATION FOR THIS PROPOSED PUBLIC AND PRIVATE LAND USE APPLICATION. IZ. THE EXISTING TREES ON THE SUBJECT PROPERTY ARE ADDRESSED ON THIS TENT A TIVE PLAN AS TO THE ACTION TO BE TAKEN WITH THIS LAND USE APPLlCA TION. ANY CHANGES WILL BE ADDRESSED WITH FUTURE BUILDING PERMITS. 13. THIS PROJECT IS SCHEDULED FOR CONSTRUCTION IN ONE PHASE. 14. PUBLIC IMPROVEMENTS ARE SCHEDULED FOR THE Z007 CONSTRUCTION SEASON AND WILL BE FINANCED BY THE DEVELOPER. 15. APPROXIMA TEL Y 1.390 CUBIC YARDS OF ENGINEERED FILL WILL BE REQUIRED IN THE SOUTHWEST PORTION OF THIS PROPERTY AND WILL BE ADDRESSED DURING THE PUBLIC IMPROVEMENT PLAN APPROVAL PROCESS. APPROVED 2" CALIPER STREET TREE APPROVED 2" CALIPER STREET TREE <t 14.0' TRAVEL LANE 14.0' TRAVR LANE ~ ..... 0:: Aft ~l] i 4"AC~ ...A ~~...,_..,.~., ..,"_.... . ...........l-... ."._", .. IZ"CR/ Z8' PAVING 2% _ .... I! -'~ a -' 40' RIGHT-OF-WAY 28' PUBLIC STREET NO SCALE OWNERI ~PPLIC^NT STEVE JACKSON 3099 KENTWOOD DRIVE EUGENE. OREGON 97401 PHONE: 520-8221 j ~;~ N \ ~.~~~ I- r(/) ( - ST '\ FORSYTHIA --+-, MT. VERNON . SCHOOL MT. R f ST ../ /'1(' // y ~ 'W' ~ IVI_ !:i/ t~:~~J RD ~ \)~~ NORTH ST 9SA GE .-l PINYON l~ i- o --.;t I- 0::: UJ co ...J iI JASPER VICINITY MAP NO SCALE LEGEN() PROPOSED RIGHT OF WAY -------STM ------- EXISTING STORM SEWER (SIZE AS NOTED) ~ PROPOSED CURB INLET ~ EXISTING CURB INLET ~ PROPOSED STORM MANHOLE {s} EXISTING STORM MANHOLE 0"'" EXISTING STORMCEPTOR MANHOLE STM PROPOSED STORM SEWER (SIZE AS NOTED) -----..-STM ------.. EXISTING STORM SEWER (SIZE AS NOTED) @ PROPOSED SANITARY SEWER MANHOLE ,~) EXISTING SANITARY SEWER MANHOLE -------SAN ------- EXISTING SANITARY SEWER (SIZE AS NOTED) -SAN PROPOSED SANITARY SEWER (SIZE AS NOTED> EX W. EXISTING WATER MAIN (SIZE AS NOTED) PROPOSED WATER MAIN (SIZE AS NOTED) -6" W OTHER UTILITIES WILL BE JOINT TRENCH WITH THE WATER (PHONE. CATV. ELEC.. GAS) EXISTING WATER METER PROPOSED WATER METER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING OVERHEAD UTILITY LINE DRAINAGE DIRECTION 6' WOOD FENCE 4' CHAIN LINK FENCE EXISTING CONC. SIDEWALK F.':" ":":"';":'..:..:',':":":":''':'':':':..:''':.1 PROPOSED 5' WIDE CONC. SIDEWALK 0-1( PROPOSED STREET LIGHT. FINAL LOCATION TO BE COORDINATED WITH CITY. EXISTING STREET LIGHT PUBLIC UTILITY EASEMENT EXISTING TO BE REMOVED EXISTING POWER POLE EXISTING GUY WIRE EXISTING STREET SIGN PUE EX (TBR) 3: ...... 0:: ... * DECIDUOUS TREE (SIZE &. SPECIES AS NOTED> -~.':t~ ~~~..'" CONIFEROUS TREE {SIZE &. SPECIES A$ NOTED>. PAGE 1 OF 1 ~ 2-Df2