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Home My WebLink AboutPlan, Tentative APPLICANT 8/12/2011 A 00 b.O 00 ~ s::: ~ ~ ....... CD CD ~ ~ ~ 00 '61> ~ Ss:::OO O~0(3 SITE REVIEW MODIFICATION PLAN FOR UT N.E.1/4 S.E.1/4 SEC.35, T.17S, R.3 W.W.M. TAX LOT 5500 SPRINGFIELD, LANE COUNTY, OREGON 1'---0 ol'---~I"")E o..q-et>lOo NG;I~'-? W N t,~ != '01Ot: =d~5 n co 0 (f) ............q-E -..... c: ~~ ~~~ 0" 25 ':":' e~ oZ ~ ..::::; co 0::: x 0 , I"")a..~~~ (f)a.. f>~<:) 1\> ~ 200 1\> ~ ~OO 1\> ~ ~OO 1\> ~ SCALE: 1 "=40' o 40' 80' J \ (\J ,.. t\i ,.. ---- ------ ------ --- -;J r --- -- ~---- ~ i I !if iE ----:::: W ~~Q~ 0::: ~ ~ m 9; ~ lLi ------ ------ <t PAVING -- -- ---- EX FIRE HYDRANT --- <t MAIN ST. PER C.S.F. 41857 ~ VICINITY -= - ~ ~ - ~ - BENCHMARK 244 ~ELEV,=459. 71 ~LC 83 NTS SHEET INDEX C 1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN b3: ~"- ~o:: ,SURVEYOR/ENGINEER:. OLSON & MORRIS SCOTT MORRIS, PE 380 Q STREET SUITE 200 SPRINGFIELD, OR. 97477 (541) 302-9790 .cLIENT:. SPRINGFIELD UTILITY BOARD KEITH LOCKHART 1001 MAIN STREET SPRINGFIELD, OR. 97477 (541) 726-2395 EX ST MH 12" IN (N)=455.29 12" IN (E)=455.24 1t' OUT (S)=455.19 RIM=459.59 EX ST MH -- - - - l~ 12" IN (E)=457.22 - EXf51tN{;'''''' 12" OUT (W)=457.22 -21"ST - 3~1- RIM=460.72 DR'WE ~ - ~i ~. ~ ~": - ';',. ,r--'" ~19 -==r " - ~-- '.:r. _~€e,{'l. _r-;:iJ.Z:SLOI-IF ~] ~\<-~~EX STOP & STREET SIGN ~ C b) Q) ~ o Cj ~ d CQ I; \ ~- UHtT _ ?~N _ _ C -'. C GATE I 171 I I 1 ~ ~ '" EXISTING I I Llt Ef'~lINGloo *~ ~'" ~i GRAVEL .J tn .,- ~KAVEL -~~pL PATH EXISTING PATH ~. 11 ELECTRIC 'SERVICE ! _ _ PARKING \ lb. 41 CENTER / OFFICE ~ L- J _ ?~~ -- ~ --jl WI- It'~' f 7 / / / ;1 j: ~~~ ~~ 'lit I / I / /-1 ~ ~ '- k- EXISTING .- ~ g b"OfJ jl~ I.,~ - haJ / / R~i ~ff~ -- 711 PARKING . 1 'tV ~ ,::L - TI c ~I ~ I ~y _~ -?4: --L :- :. ~. \ ~\ EXISTlNG?\ ~ 2== ~l t -~2.00' ' ::-; <.:> \ PARKING - J:.. I' R/W r., ~ I' ,.. ~ ~DING R, EASEMENT I '\ ,1 I I I I '-'-"'J~' ~~ ~ II II I I j I I ~ :~ [gJ~tJ <? Lit' / H II GATE ~\~' I d < (rf:I~ 85.0\1' ~~O'OO'OO:E . l!;g!;;: II EXISTING II. SUBSTATIONJ r 1:~-4 ~-<'~ ~::;!!;! \I MAINTENANCE \I CONTROL II I .:....~ I'-t ~':f ~y II BUILDING :: CENTER a..0~ I II II - ~ ~t - l5 r--- II ~"O ~ ~ H I BOLLARD...) ~ II ~\> 1:t ct II "-I ____ ~ II I! II 0 (f) EX WW-MH ' ' I "", - ~ll --1~ I.lJI t5 ~ 10" IN (SE}=453.~6 · ~:::> \ 12" OUT (NW)=45fS.86 I -l EXI~NG ~! w RIM=460:80 ST I 1 - ~\ PARKING 0 · i~ ~ I ~~c, I ~ EXISTINGJ ~ << : PARKING _ fJ~~ 10'J'J r.,<:)~ \ 1\> () EX WW MH 10" IN (S)=453.14 12" IN (SE)=453.14 10" OUT (W)=453.04 RIM=460.04 NOTES: 1. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE PER ON SITE SURVEY, UTILITY LOCATES AND CITY OF SPRINGFIELD GIS INFORMATION. 2. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD DATUM POINT NO, 244 10TH AND MAIN AN L&T AT CB SW CORNER. ELEVATION = 459.71. 3. BOUNDARY SHOWN BASED ON DOCUMENTS (C.S. FILE NOS. 7670, 13016, 34190 & 41857). DLC 83, SOUTH PINS ON TAX LOT 6604 AND PK NAIL IN 10TH STREET WERE FIELD LOCATED TO PROVIDE CONTROL WITH RECORD DOCUMENTS. ~O ~~ .J<,.'-' ~\> c,~~ ~ <<~ E~G~F ACL @ I I I ! ~ ~ ~ ~ C U METER SHOP & STORAGE .~ ~ .~ ~~ ~~ Cj ~ ~ +~ 6) ~ .~ ~ ~ t fOf>~\ ~\> I , t)HE PK NAlL___~ I \ (l) ~ t3 ~ 18.00' ROADWAY EASEMENT 4. EXISTING ON SITE STORM DRAINAGE SYSTEM NOT COMPLETELY FIELD CONSTRUCTION, ACTIVITIES · TO VERIFY ROUTING AND.. DEPTH OF PIPES. SYSTEM SHOULD BE POTHOLED PRIOR TO .........t () 40.00' ROADWAY --- r,OO , 1\. 0 (I)' . e.... ~ <1'>-> ~ .~ C~ tIj . ..... ~ ,~ ~ 5. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1142F DATED 9/27/85 AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. {j ~ (l) .~ 6) ~ .~ ~ ~ ~ ~ I k- ~ Y> -~ ~ i~ E..:; ~ -. f,OfJ 1\> 0 6. PROPERTY IS ZONED COMMUNITY COMMERCIAL (CC). CURRENT USE'S UTILITIES. 7. PROPERTY LIES BElWEEN THE 20 YEAR TOT AND THE ZONE OF CONCENTRATION (99 YEAR TOT). 8. LTD FACILITIES LOCATED AS SHOWN ON VICINITY MAP. 9. THERE IS NO SIGNIFICANT VEGETATION ON INTERIOR OF SITE. PERIMETER VEGETATION EXISTING. 200 ~\> 0 ~~ 10'J \1\. ^~ -~ <<~~c, ~~O ~c () 6.00' II ~\> SEWER - II .'- EASEMENT II fO'JO \. n ~\. II /11 :~!) /c . e- II !! II . IP II II 10TH STREET SUBSTATION (bOO ~\>~ ! 60.00' R/W d 10. FIRE HYDRANTS ARE LOCATED AS SHOWN. 11. SOIL TYPE ON THIS SITE IS MALABON URBAN LAND COMPLEX-WELL DRAINED WITH SLIGHT EROSION FACTOR. ::f<v'-' c,~~ ~ <<~ o D~'J 1\> Q II ]I II r--- ==ll II II II 'N 0> l~ e...OO ~..J~c 1" () ~() . N.~c, <<~ ~tJ ~tJ ~~ ~. EX BOLLARD--.... b '" ..q- 0 II ..- :; " ..... .::::::: :>: :>: ~ 0) N 0 ~ f: a.:l a.:l t:O ........ Z 0 0 0 CD g tl: f-< lJJ W W W > U ~ ~ ~ ~ w w w W 41 f-< g () :> :> :> ~ <( W W til 0 Q. (f) 0::: 0::: 0::: U ~fJO ~\> C r ~ ~ ?f j I J LEGEND , ') s r-l f ~ X> I . I I . I FOUND MONUMENT -- -- . ---'" BOUNDARY EXISTING ELECTRICAL TRANSFORMER ~ EXISTING POWER POLE EXISTING OVER HEAD ELECTRICAL LINE EXISTING UNDER GROUND ELECTRICAL LINE EXISTING PARKING LIGHTING EXISTING STREET LIGHT EXISTING STREET LIGHT JUNCTION BOX EXISTING WASTEWATER MANHOLE & PIPE ~o~ ~~ /j\! '0 u / C ~~ h~~~~ ~~c, ,..I 'tv i ~ ,?'l> ~ I! II II II II !! .EX CHANNELl! U DRAIN 11'/ lh= ===!l- ADJACENT PROPERTY LINE EXISTING CURB AND GUTTER EXISTING FENCE LINE EXISTING ROAD SIGN EXISTING WATER LINE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER EXISTING GAS LINE EXISTING GAS VALVE OHE UGE DO~ ~\> Q ------ - ----- -c r.. \,../ ~ ..... .:::::: ..... .:::::: co -l cij ~ Z ::E co 0 ::> - (f) U) E; - > u 4J ~ 0.:: 10"W ~ ~ 8"WW \ \ \.-EX STOP & STREET SIGN ----- - ----- - ------ o EXISTING STORM DRAINAGE MANHOLE & PIPE EXISTING CATCH BASIN EXISTING CLEANOUT EXISTING PHONE PEDESTAL EXISTING ELECTRICAL VAULT r.,~~ rlO'J'J \ fJO \' \0 ~\> ---- [W] @ @ 12"ST ~O<:) ~\> ~ ---- <t S. A ST. PER C.S.F. 34190 GAS, ---- PHN, EXISTING PHONE LINE "" i .L of ~th ,y PIli .- Doo I q . 5dLP~~!n!Jd-~ /o-f LP? LEGEND GENERAL NOTES: _M__~__'_~~_~M._~,__'~"''''__M~__'_ ~_~_,_"""'". _"...'~". """.~~.~",~__".JIlIl...,"....._____~___,~~",",,,,,._....,,,,,_,,,,,_, --_.~ .A"""_'M"~_'__"__"~"M~_'"_'~~_~~~___"~__'~~___"_"_,_,..___ ""~"'<'___'~_'_""._'.~_.'__"~~"_"~_~~_"'_~''''''_'.'__'''_._"_~_.."_,._W__~,......,.~,____._""._,______.____.___,_,~....,_~~.-JIIllI-._,.~,, __.....~~___....JIIlL--___..._~_._~___~,..__~__~.~__~_'~_~__,.....IlSIiliIL~""""__,_~~_,~_,~_,~"_~,~,_.._,_."~,___,,..,,...........-......_~_._ · - BOUNDARY ADJACENT PROPERTY LINE , - - EXISTING CURB AND GUTTER EXISTING FENCE LINE EXISTING ROAD SIGN EXISTING ELECTRICAL VAULT EXISTING ELECTRICAL TRANSFORMER c-cb EXISTING POWER POLE EXISTING OVER HEAD ELECTRICAL LINE EXISTING UNDER GROUND ELECTRICAL LINE EXISTING PARKING LIGHTING EXISTING STREET LIGHT 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 811. 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALTY CODES AND THE LOCAL AUTHORITY. 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 611 BELOW SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL ENGINEER. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTNlTY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468,740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND-EXPOSE (POT-HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. 10. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD DATUM POINT NO. 244 10TH AND MAIN AN L&T AT CB SW CORNER. ELEVATION == 459.71. 20' SCALE: 1"=20' o 20' -0 OHE UGE -- W EXISTING WATER LINE EXISTING WATER Mt I tR EXISTING GAS LINE EXISTING PHONE LINE EXISTING PHONE PEDESTAL 8 tlWW PHN .---..", (!!!!' EXISTING WASTEWATER MANHOLE & PIPE EXISTING STORM DRAINAGE MANHOLE & PIPE 12"ST @ EXISTING CATCH BASIN @ EXISTING CLEANOUT GAS I 'I I <14/' r I I q" I f!J( Y <1::> I I ['II \ f I f? " /) " ( , , J \ ' --- !;{\ ~ j ~f ~ ~ '1' \ _ ~ ^.I ~ y \r-- / t "tn \L .~ ~ f ~ 13.19' - /( ',.J '. I~' LN89'26'23"E I. ~g J f" , I ---L !Q u) O? r . 1-;1. ST i':i '" 1 r I \L ~.. . i~~ Q ~'. j ~: . II II II I ill II II I EXISTING MAINTENANCE BUILDING f I 1 I I II I III / , II I ! III / II / I 3: ;:. o / / i I I j~ ST-+ II :s: I /1 HI P /1 / I I I ~ II [fJ I h ~I PI ~ P ~ ,~ H ' II H I ~ I / I' f; 0 1\ II I 1 q I / i: II # !.ti- == /if J/ VARIABLEfT-A' 'IJ I L,,< J II /1 WIDTH ~ J is II HI--- I R/W " (5 1'"1/ --LL-.\\ H 1- W --H~~ "" ",'1 ~ \ I I II b I I /;' " ' 0 I II /I 4447'" f . I I c: . :: /1 ROADWAY-rj I \ ~J_ 'i: II :s: 1 I ~ . I \ \ ~ : : H 1 I ~ - -\- \ ~ \: II I J/ f ; 1/ / 7)z :: II I If. ^~// L'" Q I I r .' I __I II I n 'II /~,,~~, o METER SHOP & STORAGE """""'------------ --------.---- - I ------- ---- ...---~- I ~ ~ ~ u u U . ST- U U 461.84\ ~ ~~OO - ST ~ 't\. 461.86 10.00' \ PIPE LINE /461.23 461.81 SE.M~::22'~"I'i I t r ~ · 3'7T:92'- · - - · - -,\- - · - - · - - · - - ;6~89~' -~RAI~HANNEL / 1 A MATCH EX. 462,10 M; SlW <(~~" 462~i9 /461.34 AC . 'rC , ()oo I 't\. ~ . I ------ ------------ t- (f) I t GRAVEL PATH ELECTRIC SERVICE CENTER (OFFICE SPACE) I I i 40' A 00 ~ 00 e i'-l ~ ......-J ....... CD (!) ~ ~ ~ 00 '61> ~ Ss:::OO o~0(3 ~ 1'---0 ol'---~I"")E o..q-ml!) 0 N~I~'-? W N I.~ !=a::91O.... ::::> 0 "J co 0 (f) ............q-E ~ci~-g (f)G:llO~JQ -'--'l!)O ot5 w---~ g~:ZXb , nn..~~ ~ (f)a.. (\J ,.. t\i ,.. m 9; ~ lLi ~ C b) Q) ~ a Cj ~ d a CQ ~ ~ .~ ~ .~ ~~ o~ ~ Cj ~ Cl) .~ ~ 'd ~ ~ .~ .~ ~ ~ ~ .~ ~ ~ "'f...) ~ ~ c \..) Q) ~ ~ 2~0 ~ 1 I ! 200 b N N 't\. 9 0 " ..... ~ $: Z ~ ~ ~ et> ~ 0 ~ r:: o:l o:l o:l <.0 Z P:: t:c: 0 0 Q E-< ~ w l.il l.il [.xJ > u r.1i i$ ~ i$ ~ l.il l.il l.il W "") ...J > > > <( ~ ~ ~ U l.il l.il l.il 0 U) 0:; 0:; 0:; u tn i I I -- T---- _...1 rr: -=- -=-1 ll( rr -_-dd =,"'rK -1--5\1 . ~~X\ C5 ~ c. ~/ ~ \ ----- ~I I ST' I ----- _____S\ _/ ~*I o o I I PHN I tn ----- ----- ~~~/ ~-o- --UGF UGE GATE -c I ST CONSTRUCTION NOTES PAVING CONSTRUCTION NOTES GRADING LEGEND 409. CONNECT TO EXISTING PIPE. SEE NOTE 5. 412. CONST TRENCH DRAIN PER DETAIL. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 478. CONST 6" STORM DRAIN PIPE, ABS SCHEDULE 40 DWV W /RUBBER GASKET JOINTS. 15. CONST 6" AC OVER 14" CRUSHED ROCK. 42. CONST 6" REINFORCED CONCRETE OVER 1" CRUSHED ROCK W /#4 REBAR 12" O.C. BOTH DIRECTIONS. 82. SAWCUT AND REMOVE EXISTING CONCRETE & ~C PAVING. AC GRADE ASPHALT ELEVATION ASPHALT ELEVATION @ STEM WALL FINISHED FLOOR ELEVATION CATCH BASIN GRATE ELEVATION TRENCH DRAIN ELEVATION < AC AC SlW FFE GRATE TD L of 2pCl%~ "" co ....l ~ 5E co ::::> (f) ~ ()! ..-: of