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Home My WebLink AboutPlan, Final APPLICANT 4/24/2008 " " "- &" %-", '" GJ y --\ 0\ Z EX ST CB RIM = 431.91 FL = UNKNOWN ( W/WATER & SILT) o GRATED COVER COU NOT BE REMOVED) EX WW MH #002 RIM = 431.17 FL 8" IN N.W. = 426.27 FL 8" OUT E. = 426.27 EXRIrt'= M:31~i~ FL a" IN N. = 426.99 EX, sr_~, #fl12 G A M E FAR M R 0 A 0 E A ST. FH FL ~2t2~: ~ : :~~:: tf.. T~~~ ;;; 1~6:~~ ~~::':;':~J~Eb;Ji":'l :~>:'j:~::::~:"::>4~>G:~; ::~~ :~'~~~<.~'::~.;,~:~:;:,~,.::..~.,:::,::'~.':~~ <~:"';'4;":G;~:\>:<<~::?/':; ':> :.: :~:4~:~;\<?<:;;;':":':~;; ;;::~:~:::~<'~:',::: .?;::::::.~';,~ ~~:~'~:':::;'::::'<':<::':;:::<~';: :::,:.:.:\;~~:::.::.:: .:' ----4 G--------- ----- I _."... I ~ MH #001 ~ gk EX. ST CI #511 I . RIM = 431.11 (0 EX. SI MH #110 I TC/RIM = 431.03 t> FL 8" IN N. = 426.21 II RIM = 431.89 S.T INLET = 430.53 N 0: lN~TAl-L PFeOPOSEP FL 8" IN W. = 425.83 II FL 12" IN W. = 422.79 FL 4- IN N. = 428.68 ~ UTILlTtES AS CLOSE TO EX. FL 12" IN E. = 425.61 ~ FL 24" IN E. = 422.79 FL 12" IN N. = 424.18 I C) WALK,AND CUFee AS ts FL 12" OUT S. = 426.49 ~ I FL 24" OUT N. = 422.49 " 1 I :z FFeACTlCAL I FL 12 OUT S. = 424.0 - w w suMp = 422.53 +--'2" w---------'2" w-----~---12" w--------12" w:..-------'2" w- .' ~--12" w-----'2" w- ~~ - ~ , I .. I I =~ I ~g ~ N ~ b _--- E, " d~ <<> .- ~ ~ -'O/-fW TfieEE ~~ON FEN I ~k I -- ~ FOSED FI-IONE LIN t<) ,. ---------_.~ ------~~-------~~---- ~/ ,'l- LOCATION OF 51 MHO#112 PER CITY OF SPRINGAELD / SEWER INFRASTRUCTURE MAP NO. C02; NOT FOUND 8et DECIDUOUS 432.44 , mol ~ LJ I il,! . 2 feEQUlfeED PA~ING SPACES DEDICATED TO JUST -6feEW iT EMFLOYEES ----6" ST-~ I i I ( FFtOPOSEP hi ST~ N ACP ACP ===== EX. Sf ~H~B (#112?) RI = 432.61 FL 8" IN E. = 427.46 TOP 4" VERT. OUTLET = 428.31 TOP 12" VERT. OTLET = 428.31 FL 12" OUT N.E. = 425.61 suMp = 424.66 ---6" ST- TAX LOT 11 MAP 17-03-1 --- -8" ST_ 6" DECIDUOUS 452.31 ----6" ST WAMu CUST~ER Co PARKING SIGN 1 .. " ',. ..'- .. . ..,I..'.. " >', . J:( :<'.'" o ....... -..:- ... ~, .lE;.'" lOPOSEP LAlLN ACP :. 1 ..:-~: ......: : '. .... Irt;.::.~?::.:~;:,,;};:. :.'~l::~..> . t-.. :. . 'r' ,": . ":1":: ':;. ------- ,~:..f'~..::.: t... . . " :J.2:~'~': '.. ,- .." :':-,. ~. i:....~ PARCEL 3 OF LAND PARTITION PLAT NO. 91-P0084 ,.:. . TAX LOT 900 MAP 17-03=ttR TAX LOT 1200 MAP 17-03-15-33 ~ Z <( m ...J <( ::> I- ::> ~ z g C> Z I en ~ o ~,,: '. .,;. '. . . ......... "':.. . . .... ............ ..; :..: . ,';';:. . CONCp;eeTE PATti A.ND WAl..K UP wl EXlSTING PA~t :":' ~ ::"- ; .":0..::....: ,).' ;........J.: ;::~.:-;\ ~. :,....~ ,.:,-, ~~T AND REMOVE EXtSTlNG CUFee V~~~ItL AD~~ AND SIDEWALK ~ .... :':.:...:: . t-.. .'~'ADA PA~ING DEDICATED 6. . ::: TO JUST 6feEW iT EMFLOYEE ....... ~~;1 ~ GAfiisAGE TO BE ENCLOSED :1.~~I~E eulLetNG ro ".' .... p . :'~"":. C> ::. ~"": :'.' Z (2) FFtOPOSED SHOFeT TE~~'eh<E PA~lNG lNSTAl..1- HOOFS... SEE PETAIL 'ONStTE PLAN If::.r~... in c: ,,- ...... 1-0 ~: f:'.~ ;.~.: ~ en ~P 4. WASTE WA~k~-.: a.. ~ 'V ~ :J. :..: :.: C a.. ~: "'~' '. z I :....I\..~. :~.: <C ...,. ":_'. :.-'..: -1 en 'h-}. ~:: . . ._,'. :~". ". .. :: :;.>:: LL 0 '. . .... ',. ,. t:: G 0 Z ~<>~~';~:~.. :'~.t:.~ G . . -- .....: '.1..: G :~.S(G ,. 't '. :&:.: :". ~:-.:.' ;.....J'.'. ~~X~(< : '.::. 0~.': :.: :~...~ :.:-:.': J~.::-: ~~:~:'::}.y: 2 yEAR T .O.T. ZO~E :~;~~ 5 yE)R 1.0.1. zoNE :~t:f,~' . ,: -.1':. '. .:1' 0- . ":~rr<' :)J: "~~';\~;:'F~~:;'::'.: .~~~.~ 4 COVEp;eeP I LOCKED eh<E PA~tNG AT WAMU FFeONT ENTRANCE (1) SPACE FOFe JUST e~w 'T LONG TEfEM eh<E PA~lNG EX'STtNG PA~ING T""" T""" b o z EX 51 CB RIM = 432.71 o 0 ACP ~ PARCEL 2 OF LAND PARTITION PLAT NO. 91-P0084 J:( -- .... .: ':' ~. .'- ~...~....::::~ ,,:': :ft..:" 1~2~r~~>' I2:J ~ He P. NG SI~ ~ ~H #007 RI = 435.72 FL 8" IN W. = 426.62 FL 8" OUT E. = 425.47 Q . ~ y ~ I ';t- I N I I I I I I I I I ~ I ~ , I I 1 '" ~ "t~i i ';t- N 'K, TAX LOT 900, MAP 17-03-15-30 EX WW MH #008 RI~ = 435.09 == ~ ~ ------ L-----2" G- ACP 31'-6. 2"~E. G1 --2" G----- ---- --24"W------ ----8" WW-N-89.48'32;;-W:-ar62.=r-== t- (0 ACP -r 0 -r ZO~E 2 '('EAR \ . · .. 6 '('EAR 1.0.1. ZO"'E ---24" W-------2" W \ ------ ------24" W--- ------ ------ (B) tf) --\ ------ ------ -- -- ---- ______ 8'" 'N'N- --------- -- B J:( ~,'~:<:::/:' .:....' ~:::~_..:. '. :\:. :.:;; @ @ EX. 51 CB RIM = 436.51 N ------8" ~-- ------ 6" DECIDUOUS 436.72 ------ \ -;0 0\ 0\ --\ ACP ::"," -:.,... ACP @ '.~.: ~~': .........:.:...:.: :;: . ....:.:.... ::., :.: .. .:~. .. ,".;\. TAX LOT 1300 MAP 17-03-15-33 .:....;.t \ PARCEL 1 OF LAND PARTITION PLAT NO. 91-P0084 @ J:( 10 o ~ -H ARCO AM/pM FUEL STATION & MARKET ACP 6" DECIDUOUS 435.81 I AN ADDmONAL. FIRE HYDRANT IS LOCATED ON THE NORTH MARGIN OF BELTUNE ROAD APPROXIMATELY 205- SOUTH OF THE SUBJECT PROPERTY. MAr=' and TAX 1..01 NUMeE~ MAP ~ 11 ~3 16 331 TAX LOT · ft)1It>fZ) &lrE INr=O~MATION ZONING ~ CC PLAN DEStGNATtON ~ COMME~tAL TABU1-A'iION Of: COvERAa;E eulLDING 11ft) SF 1 % PAflieKlNG,AND Ch~CUI-ATlON 16,s1ft) SF 61 % I-,ANDSCAPE 1~eh SF 32 % TOTAL PEVELOPMENT StTE 23,42h SF 1fZ)(Z) % eUI1-OINa. 4 O~E~A"IONe INr=O~MA"JON f.ElGJ-IT DlMENStONS EMPLOYEES LESS TI4AN 16 FEET S..5' X 2ft)' 2 AT ANY GtVEN TlME ~E~ENO ExtSTtNG TfieEE. TO REMAIN CJ TfieEE ~TECTION FENclNG t~;il~1~f.} TACTILE WA~lNG MA TER'Al.. LLLLLL LLLLLL LLLLLL LLLLLL PROPOSED LAlLN o ~ FEPESTFelAN CFeOSSING (PAINT) PROPOSED TfieEE cur ANO Ff~b PROPOSED CUT = 12 CY PROPOSED F1LL = g...4o CY IRRIGATION &Y&TEM t~tGATtON SYSTEM TO 6E 1NSTAL.LED 1N AL.L LAUN AND PLA~~r eED AREAS... 1FeFe1GATION SYSTEM TO 6E AUTOMAT1c ELECTRic SOLENOID CC)NTS9LLED UNDERGROUND SPRINKL.ER SYSTEM wlTI-I JOVC p1PE AND FtTT1NGS, 6ACKFLOW PREvENT10N DEvicE,' ,..,UToMATICCONTfiieOL.LER (l~lTROL., RA1N61RD OR APPRoveD), ELECTR1c REMOTE CONTROL. vA!-V't:5 (RA1N61RD PE6-~SSER1ES OR APPRoveD), w1TI-I POP-UP SPRAY SPR1NKL.ERS (RAtN61RD le00 SAM-PRe tES OR APPRoveD)... ALL VALVES TO 6E LOCATED tN UNDE~ROUND VALVE 60X (CARSON OR APPROV~D)... AUTOMATic CONTROLLER TO 6E LOCATED 1N WEATI-IER PROOF LOCAT1oN.. ~IG~rrNG TI-IERE wtLL 6E 4 FtXTURES ATTACI-IED TO TJ-IE eutLD1NG, (2) ii}WATT AND (2) lt2>t2> WATT I-IALOGEN L1GI-ITS TI-IE I-IEIGI-IT w1lL 6E AT APPROxtMATEl Y 10 FEET AND TI-IE FlxTU~S I-IAvE FUll CUT OFF 6J-1IElDS... PECK ,AND ST AlFe6 LANDtNG AT DOOFe ts AT LEAST 44' MEAeUp;eeP IN plreCTlON OF ~VEL LANDlNG Is AS wiPE AS DOOFe wlrw Is. MANEUVER1NG ON FULL SlDE. L,ANDlNG Is NOT MOFeE TI4AN 112' eel-ow TI4p;eeSf.lOL.D OF EXTER10Fe DOOR. 42' I4tGJ-I GUA~AAIL f=ROvlPEP tU-lEp;ee LA.NDING Is GFeATEFe TI4AN 3fZ). ABOVE ADJACENT ~a. MlNlMuM STAlFe WlPTI-I Is 36.,STAlFe FelSEFe ls l' MAX,AND 4' MlN. NO OPEN FelSE~... RlSEFe6 SI-IAl..L BE SI-OPEP OR UNDEFe6tPE OF NosiNG SI-IAl..L I4AVE AN ANGd-E OF NOT LESS TI4AN 6ft) DEGFeES... TFeAD OF ST AtFe6 SI-IAl..L NOT ee I-ESS rwAN U.... NOSlNG ~JECTS NO MOFeE TI4AN 1112.... STAIR TfieEAD ,AND NoslNG Ap;ee SLlp p;eeSlST ANT... STAlFe I4ANDAAlLS PROVIDEP ON eorw SIDES, MOUNTEP AT Al-lElGJ-IT eETWEEN 34' AND 38.... I4ANPFeAtLS EXTEND 12. eEYONPTf-IE TOP FetSEFe ,AND 12. PLUS ONE TFeEAD 6EYONP eoTTOM RISER. TI-IE ENDS OF TI-IE I4ANPAAILS Ate RETU~P TO TI-IE FLOOFe I ~E, WALL 0Fe POST... e~EET INOEX lQ1 sITE PLAN SURVEY PEMOLtTtON PLAN I-,ANDSCAPE DIMENSlONS tREE..PROTECTla-l SiTE UTILtTY PLAN ~ING PLAN siTE PET All-S PLANTING PLAN SPEclFlCATIONS SPEClFtCATtONS ~ (f) h: o Q. (f) Ll cl L2 C2- C3 C4 L3 L4 L6 Tne different finiSftu & rnotmtiilg apfiol'lS . maAe$ the lYl'~ StlIP.H: Y.!~~ ~ fl1e tnQ$f eO$f ~iVe lbieyufe pcriing f';tlll1 ~fu. ~n~" lhe- i j ~~ ~ -c- '1~ -?o "10 1-0 ~~ THE RADIUS BIKE RACK Sy ~o.drlt! Pipe Slmfir.g e Ftcnge Mount Fed hWtmtihg Optf<m:u ~ MOl.'flf ~ . e- ~ . Y4" plbfe witl\ 2 Sfrtrl pow m~s CMliraltl~ m- nof~ for ancl\orihg INTERNATIONAL WAY 1fB: ~I? 5:1M.!E M~~,.~~ ~ sa~!E l;j W 0:: I- (f) ~ KRUSE WAY w ~ <.:> BIKE ~ACK DeTAIl. VICINITY W: t(rS YICINITY MAt= @ NORTH ?i ~ w ~ 0:: o Q. 0:: o <.> 5~ 1= - ::> 0:: :x: 0 SITE EAST GAME FARM ROAD BElTUNE ROAD COLONIAL DRIVE NTS hl-G r D~~~ , subrnittal Sch irmer + Associates, LLC LAN D U S F P l. ANN I N c., SIT F DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 SCHIRMER + ASSOCIATES llC, LAND USE PlANNING, SITE DESIGN AND LANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PlANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN Am FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRmEN PERMISSION AND CONSENT OF SCHIRMER+ ASSOCIATES llC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHAll HOLO SCHIRMER+ ASSOCIATES lLC, HARMLESS. PROJECT NAME: JUST BREW IT COFFEE CART SITE PLAN REVIEW . . . REVISIONS ~ ~ Description 2.13.08 Revise Incomplete Items 4.15.08 Revise as per conditions Sea Ie: II = 2(2)' 1'1 (2) 1(2) 2 (2) (!)' j fN1\ 4(!) \AJ PROJECT NAME Just brew It COFFEE CART PROJECT ADDRESS PROJECT ADDRESS Springfield, OR PHASE 20 DEC. 2007 DATE ces DRAWN BY ALE NAME CHECKED BY SHEEf TITI.E .. Il . Ul L II I 0 <D <0' t:) t:) N @ f~ D ~C2..0D~~ omt i- JlhWQ SLQ 'P~ (Su.J:t ~ ~ / of' q ~ EX. Sf 01 #512 Te/RIM = 431.05 INLET = 430.55 G A M E R 0 A 0 E A S T EX. WW MH 018 RIM = 431.79 FL 8" IN N. = 425.99 FL 12" IN E. = 425.64 FL 12" OUT W. = 425.64 EX. Sf MH #113 RIM = 431.58 FAR M "C) FH ~..... "- , ,~. ~, " EX. WW MH //002 RIM = 431.17 FL a" IN N.W. = 426.27 FL a" OUT E. = 426.27 EX. Sf CI #511 Te/RIM = 431.03 INLET = 430.53 FL 4" IN N. = 428.68 FL 12" IN N. = 424.18 FL 12" OUT S. = 424.01 SUMP = 422.53 ------8.~-------8.~---- ....t> 7" DECIDUOUS . 431.88 433.12 I ' EX. Sf MH/CB (11121) RIM = 432.61' FL a" IN E. = 427.46 TOP 4" VERT. OUTLET = 428.31 TOP 12" VERT. OTLET = 428.31 FL 12" OUT N.E. = 425.61 SUMP = 424.56 ~4> -:fJ x ",tI ~ ~ ".tc ~. A....,. 9' (\. "'~ ~ti.#~ ACP 434.73 PARCEL 3 OF LAND PARTITiON PLAJ NO. 91..- P0084 TAX LOT 1200 -------.-..--- MAP 17-0.3-15-.3.3 "---'-"-- ~ ~ <f ~ ::> ~ z 0---,--- ~ z s: (f) ~ (.!) z 9 z 5 g CD '-0 ~ !Y-(j) <!.~ <.> 0..0 0::: o q- 1.LJ "'-'" t ::! 4:;,* :E 501 0 LJ... 6 <.> o .. z ~ .....1-- <( _1 :5 Z 1.LJ W 0_ ~ () cr.' 5 ...-:( CL ::> ::E EASE. J (SEE NOTE) o PARCEL. 2 OF U\ND PARTITION PLAT NO. 9'\ --P0084 ):( G> y ~ {1\ % ~ ~ 433.98 I 434.18 C ",c, ~tl.tfr ~. ",v ! I ~ I i ~'Y ~ ! Ik I .o.~ CI r"? ..>.,v ~ ~ ftb.... $> "'" ~f- ~".>. " x .-------...-..-. 71t DECIDUOUS. 436.34 tb~ A..(,;j' ~ 435.30 -- 434.33 TC 434.40 TC WNJ,U CUSTOMER PARI<ING SIGN A_"'- /",--/Jc'!J"t X ....0 #' 2. 'tEAR 1 .o:r. ZONE .- -- 5 '{EAR 1.0.1. ZONE EX. WW MH 1007 ~ RIM = 435.72 . '\.~ FL 8" IN W. = 425.52 FL 8" OUT E. == 425.47 ~2'IEAR ,..0.", ZONE "" - - 1" 0:\ tONE .. S"(~R'." .- +435.45 ACP ~ ------2. G------- ------24- w--- ---24" W-------241f W +435.38 ~ ~ (efa \ ~ ~ -- ---- t1Wff- ,.-- ___8 ~ ---- .,- -- ACP tbX ~~ tf> ~ ?J rn rr\ ~ ~ c:=::: TAX LOT 1300 MAP 17 -0.3-15-.3.3 I 435.34 " ~. {~1 I I ; I ;+43~+_ ~I 'J I ! TAX LOT 900,. MAP 17':"'03-15-30 EX. WW Mid, 1.008 RrM == 435.09 \ \ Pl~.RCEL 1 OF LAND PART1T!QN PLAT NO. 91-~P0084 ARGO AM/PM FUEL STATION & MARKET 436.99 AN ADDITIONAL. FfRE HYDRANT IS LOCATED ON THE NC>RTH MARGIN OF BELTUNE ROAD APPROX1MATELY 205' SOUTH OF THE SUBJECT PROPERlY. ,. :;'.~~:~:-.,~~ o . [g] 6 -'V\r- + 397.76 TO + 397.76 aw DWM t!J lev (!)tCV -6-FH @ e am mB:I [E @ @ GO (!) CD Jif PP * P: E- [E] OET ~ le!I .a ~ ACP TE ---OHW--- -x-x-x- ~""_"'_'_""O"_ 432 ...--------- ---x. ST--- ---x. Wi{--- ---)('" G--- ---x. w--- ---E--- r ..' . :~. ... .. ..:: I :~..~.:..~ ~:~.;:.~.:.:~ ::.~.:: ,.'~..'~ ~ ~ . I1B.\I T.O.T. CSF o NORTH SCALE r l o 10 1" = 20 FT ~I 1 20 40 ,LEGe:~..o FOUND 5/a" IRON ROD WITH PUNCTURED AND/OR UNREADABLE YELLOW PLASTIC CAP FOUND 5/a" IRON ROD WITH YELLOW PLASTIC IDENTIFICATION CAP STAMPED StG.E.S. PLS 2280" FOUND P.K. NAIL WITH WASHER STAMPED StGES PLS 2280" FOUND P.K. NAIL WITH WASHER STAMPED "LS 1138" DENOTES LINE NOT DRAWN TO SCALE EXISTING TOP OF CURB OR WALK ELEVATION EXISTING SPOT ELEVATION EXISTING WATER VALVE EXISTING WATER METER EXISTING RECTANGULAR IRRIGATION CONTROL VALVE EXISTING ROUND IRRIGATION CONTROL VALVE EXISTING FIRE HYDRANT EXISTING STORMWATER MANHOLE EXISTING STORMWATER MANHOLE / CATCH BASIN EXISTING CATCH BASIN .. EXISTING TWO-CELL CATCH BASIN EXISTING CURB INLET EXISTING WASTEWATER MANHOLE EXISTING CLEANOUT EXISTING GAS VALVE EXISTING GAS METER EXISTING TELEPHONE RISER EXISTING POWER POLE EXISTING POWER POLE WITH L.IGHT EXISTING SITE LIGHT EXISTING POWER POLE ANCHOR EXISTING ELECTRIC METER EXISTING TRANSFORMER EXISTING CABLE TELEVISION RISER EXISTING PHONE BOOTH EXISTING 6u DIA. BOLLARD HANDICAP PARKING SPACE DENOTES ASPHALTIC CONCRETE PAVING DENOTES TRASH ENCLOSURE EXISTING OVERHEAD WIRE EXISTING CHAIN LINK FENCE OR GATE EXISTING CURBING EXISTING CURB & GUTTER EXISTING CONTOUR LINE & E~ATION EXISTING STORMWATER PIPE ($lZE AS NOTED) EXISTING WASTEWATER PIPE (SIZE AS NOTESlt' EXISTING NATURAL GAS LINE (SIZE AS NOTm)f'" EXISTING WATER L1N,E (SIZE AS NOTED) EXISTING UNDERGROUND ELECTRIC LINE DENOTES EXISTING CONCRETE DENOTES LIMITS OF 2 YEAR TIME OF TRAVEL ZON; PER CITY OF SPFD.. WELLHEAD PR01IECTION MAP .' DENOTES 'TIME OF TRAVEL' ZONE DENOTES 'COUNTY SURVEYOR'S FILE' EXISTING DECIDUOUS TREE (SIZE, Sp.ECIES & GROU~D ELEVATION AT TRUNK AS NOTED) ~ J: @ NORTH J I I INTERNAnONAL. WAY SITE EAST GAME FARM ROAD BELlUNE ROAD I U i f# KRUSE WAY ~ VICINITY MAP: NTS i..1 EASEMENTS OF RECQRD AS DISCLOSED BY LAND PARTITION PlAT NO. 94-P04g0. CSF 34289 AND DEED R~00IDEO JULY 25. 1997. R~C. NO. 9750361. LANE COUNTY OFFICIAL RECORDS: 10' PUBUC UTILITY EASEMENT. RECORDED NOVEMBER 18. 1993. REEL 1896, RECEPTION NO. 9375004. LANE COUNTY OFFICIAL RECORDS. 10' UTlUTY DRAINAGE ~EMENT. RECORDED SEPTEMBER 29. 1989. REEL 1595, RECEPTION NO. a944182, LANE COUNTY OFFICIAL RECORDS. VARIABLE WIDTH POWERLINE EASEMENT. RECORDED NOVEMBER 20. 1990. REEL 1665. RECEPTION NO. 9055714. LANE COUNTY OFFICIAL RECORDS. 14' SANITARY SEWER EASEM~NT, RECORDED SEPTEMBER 29. 1989. REEL 1595. RECEPTION NO. 89-44184. AND AMENDED BY INSTRUMENT RECORDED MARCH 6, 1990. REEL 1619, RECEPTION NO. 9010797, LANE COUNlY OFFICIAL RECORDS. EASE. E 35' ACCESS EASEMENT / MAINTENANCE AGREEMENT, RECORDED NOVEMBER 12. 1992. REEL 1804, RECEPTION NO. 9263812, lANE COUNTY OFFICIAL RECORDS. EASE. A EASE. B EASE. C EASE. D EASE. F 14' WATERUNE EASEMENT, RECORDED MAY 23, 1991. REEL 1697, RECEPTION NO. 9123997. LANE COUNlY OFFICIAL RECORDS. EASE. G 14' PUBUC UTILITY EASEMENT, RECORDED FEBRUARY 14. 1991. REEL 1680, RECEPTION NO. 9107851, LANE COUNTY OFFICIAL RECORDS. EASE. H 35' ACCESS EASEMENT. AS RESERVED IN DEED RECORDED DECEMBER 27. 1991. RECEPTION NO. 91-62545, AND RE-RECORDED APRIL 29. 1994, RECEPTION NO. 9432116, LANE COUNTY OFFICIAL RECORDS. EASE. J JOINT USE ACCESS EASEMENT I MAINtENANCE AGREEMe:NT. RECORDED MAY 2, 1991, RECEPTION NO. 973019a, AND RE-RECORDED MAY 22, 1991, RECEPTION NO. 9734875, LANE COUNTY OffiCIAL RECORDS. NOTE: EASE. J DOCUMENTS REFERENCED ABOVE CREATE "A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THEIR RESPECTIVE PARCELS .IN ~; ~~ ~$tG~tEQ.. FrOR DRIME\YAY PVRP9S~S TO GAIN ACCESS TO AIQO FROM SAlD'PARCELS. TO GATEWAY STREET AND GAME FARM ROAD EAST. SAID ABOVE DESCRIBED EASEMENT .SHALL BENEFIT THE CURRENT AND FUTURE OWNERS OF THE PARCELS... It; AFFECTS PARCELS 2 AND 3 OF LAND PARTmON PLAT 91-P0084 (TAX LOTS 1100 & 1200. MAP 17-03-15-33 AS SHOWN HEREON) AND PARCEL. 1 OF LAND PARTmON PLAT 94-P0490 (TAX LOT 900. MAP 17-03-15-30 AS SHOWN HEREON). EASE. J DOCUMENTS FURTHER CREATE "FOR PARKING PURPOSES A PERPETUAL AND NON-EXC.LUSIVE EASEMENT . " . . " , , , ,: . , ,..,', .'" :..,., .....; SAI EASEM . NTS SHALL BE FOR THE UE OF THE OWNRS OF SAID PARCELS, THEIR RESPECTIVE EMPLOYEES. INVITEES. UCENSEES AND TENANTS." AFFECTS PARCELS 2 AND 3 OF LAND PARTITION PLAT 91-P0084 ONLY (TAX LOTS 1100 & 1200, MAP 17-03-15-33 AS SHOWN HEREON). DOCUMENT TEXT DOES NOT SPECIFY THAT EASEMENT IS FOR VEHICULAR OR. AUTOMOBILE PARKING ONLY. AND THERErORE CAN BE CONSTRUED TO INCLUDE BICYCLE PARKING AREAS. ~ 1. NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN THE PROJECT SITE WITH THE EXCEPTION OF THE TRASH ENCLOSURE LOCATED NEAR THE NORTHWEST CORNER OF THE PROPERTY. 2. NO WATERCOURSES. RIPARIAN AREAS OR WETLANDS EXIST IN THE VICINITY OF THE PROJECT SITE. 3. THE PROJECT Sm: IS LOCATED WITHIN 'ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-yeAR. FLOODPLAIN' PER FLOOD INSURANCE RATE MAP 41039C1133 F, DATED JUNE 2, 1999. 4. PER CllY OF SPRINGFIELD 'WEUHEAD PROTECTION AREAS. MAP DATED SEPTE.MBER. 2004 THE NORTHI::RLY.MAJORtTY OF THE PROJECT SITE IS LOCATED WITHIN THE 2 YEAR TIME OF TRAVEL ZONE. AND THE SOUTHERLY PORTION OF THE PROJECT SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE FOR THE 'SPORTS WAY WELlHEAD PROTEcnON AREA. 5. PER THE 'SOILS SURVEY OF LANE COUNTY'. 100% OF THE PROJECT SITE IS COMPRISED OF THE FOLLOWING SOIL TYPE: 32 - COBURG-URBAN LAND COMPLEX 6. PER THE 'SOILS SURVEY OF LANE COu.N1Y' THE SOIL lYPE REFERENCED ABOVE IS SUITABLE FOR URBAN DEVELOPMENT. HOWEVER IT IS SUBJECT TO UMITATtONS COMPRISED OF SEASONAL HIGH WATER TABLE. MODERATELY SLOW PERMEABIUlY, AND LOW SOIL STRENGTH. PER 'TABLE 14' OF SAlD SOILS SURVEY. THE HIGH WATER TABLE FOR THE SOIL TYPE REFERENCED ABOVE IS LOCATED AT DEPTHS OF 1.5 TO 2.5 FEET. UTIlITY NOTE: UTILITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD SURVEY OF OBSERVABLE ABOVE-GROUND tvtDENCE. UTILITY COMPANY LOCATION MAPS AND CITY OF SPRINGFIELD AS-BUILT INFORMATION. AND ARE SUBJECT TO FIELD VERIFICATION. SURVEY NOTE: THIS MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD INFORMATION, DOES NOT CONSTITUTE A BOUNDARY SURVEY. AND IS SUBJECT TO ANY O.ISCREPANCIES WHICH MAY BE DISCLOSED BY A SUBSEQUENT BOUNDARY SURVEY. ELEVATION NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD DATUM. BENCHMARK USED WAS CllY OF SPRINGFIELD BENCHMARK NO. 420 "GATEWAY / GAMEFARM1t. A SQUARE CHISElEO IN THE TOP BACK OF CURS, 7.6 FEET WEST OF THE WEST END OF THE SOUTH RAMP AT THE NORTHEAST CORNER OF THE INTERSECTION OF GATEWAY STREET AND GAME FARM ROAD EAST. ELEVATION = 431.73 U) z o ~ II: . SHEET OF . . fl: f2 ~ ~ ::::) (/) (J - J: Q.. ~ C) o a.. e id en LLI ~ - () o en en <C c:eJ a::: LLI ::t a::: - :c () en ~ Q.. (/) Z o E c z o () C) Z ~ S (,!)J 9sLJ ~ ~ ~ :r: 1.LJ 9~ . 000 1; 10 "0 ('4 <( ... gj I ~ I ~ l1.1 · 'I ~ b t~ t I. ~ 5 .. a) · ~ i ~ ~ ~ ~ ~~ ~ ~~ ~~~ "i~ ~ tt') t') I to ... I t') o 'z ~o C) ~~ 20 (/) ... ~~ 0::> (/) O' f30 (/) ~ ~, ~ :5. o o ... ...0 ......J L&J ~Li: g~ a:: ~Q.. ~(/) ". ~ <r- .'ci' O<r- r: ~0 Do.. '-oJ; -q... tt) (0 <.0 I " ..00 o~ ..... t ~ i ~ f "' i i .:? Ii,; 'i Q;; 2 of q fOCjcS w 7" DECIDI ,'... I ~ - ~p~ _ _ - - -OHW - - - - - - - OHW - - - - - - - -OHW- - - - ~:~~:..: ,.~', ~::;:':~".:~..(~, '.,:::-;.-:':, o~W :<1): :::.lr... 0' pp-+ OHW ( -4t - 'l~_ OHW-I rT~ Ip..T:;,:..... ".: :" ..."., '-. ":,.~~'A~F IT \ -r ;.~/\:;:... '~:~<'~:::::'~;::'~>.'::"'" :,.~:.~.:'::.:.~:L:.~:..~~>::~:~/.\~.\~::':;.'>~~:~<~.::':..~:~.:,~~ "~~'.~' .:~:~:.;::>.~<:::~ :.. .~:.:~<~.:.~::::;,~.~~~}.~:...::. .:. .~:.....: :..:.;~:<:.~~.~..+~:::~f,~~.:.~:~,;....~.>..~~<.~<.~. ~F'rn~ ~~k~' ~.~~/; 8n olt. (r. ') 0 IIJ ~ I~ I---- . - .. . 432.28 J. 0" ",...^ " ~ 2 ~>.~:: .7:t(~ - 43210 ~I in Ie ~~l./ ~~ I' 5" DECIDUOUS\ It"" ~ 431.78 ~ ~ ==== ~ V I~ 1 ~ f"--- 6" DECIDUOUS ~ 432.31 I REMOve ExiSTING LAUN FOR NEW PLANT eED ADJUST EXISTING I~IGATION ACCO~INGL y :~:~'.<:.:. :'..:.:,.;',::,"~'.:..~. ~~/-'/\<:;:: >:_~~~.~'{.<:,~:.\:, . pp-+ OHW .~_.. . -..~~ 'J~rt;:;:.. ?":~:'.::);.. "r:' , ,.r,' ",.... . .... . .:. :~i.:'~ .'~.; sr,;.' '.. . .' ,... : .", AFFROxlMATE LIMITS OF DEMOLITION AND LAND6CAf FIELD VERIFY. ----j~~(l SAWCUT AND F!EMO~ ixtlNG CURS INSTALL ADA RAM~..~ SIDEWALK .,' ., .. .. ..{.. SAWCUT AND REMO EXiSTING CU~ -0- .:~.", ::' :', . '. ..'" ..... Ow ....' " .~. :;.' . 0,' . ;; "_..t.. ..':,.. ......A... A: ~ r=::=:::::::=:: ~ r::==:==:::J c=::::::::==:=1 c=:=:= 10" DECIDUOUS 433.91 F=~ OJ . ..-., ,. " .' '" , - . '.' . 'J< ,:.:' : "', ": .' '" lo... .. .,. .,: .. .:..::.::"'~::' '. .:~ '..~~:':~': 6it DECIDUOUS 432.31 ~ .-J ~ 1 ~ 81-61 , 261-81 :, , r.r- -0- ~ , , ':,.,'" 3" DECIDUOUS 433.80 : ",... ....... ... 0:.. ,::.' } '- .'. . :':,. ~~ - ~ ~f'~ .~ ~~ - 1tr f ! ~~ ):Z ........ . :::~'..2;'~::>5r~~~.~:.-'~ , .: .'1'; :. . .-..:..' ." .,;. .' :':l::~ '~::.; :.1; ~"~:' ':J,::.,;.> . 'I~' ' '.. ....., ...... ,.... .. ::J~~~:;~' ,'. '\0'. ".A'. .~: '. '\0 " . ., , . a ~ ;,~. .:. ~'.L ... If' - f(2)' .. :.:- "!." ~;:::./ :~,: , ) '-'. - :... . :.':. ......... ....- . .... . a ~ . \9 a Cc\ an .-:-: :...:' ,':' : .~. ~..':.: ::=-...:-. .1 241 a ,. . ':":~ ...:....... .". ,.. .J" 381_~1 ... :....: ". '.~ ;. . '.' It)' .:::~. ..' ':. '.'\0 . ......: ':":.:, , ~":'::"':' - , , , , ~ ~ T in '.- ~~_' 1"\ I I II \ I~~~ ~ ~ WI ~~ ~ '1.'. .', '::.t :......... .... : ~ .....:.:. .."" ':" :'.. .. .,'. .' '<# .' ~ '.'\.. :.....\-; "::.. CP .:"'. ..;.. ., .....;. - r<J . .," ~, ....... "" ...... ...,. ....:. ...'\. i..' ": ..... ~ '::.:F.~~ ,. t. '.~. ~',':' '1": -' ..' .. ~ )i..::~\ ~ ( '~J>):': ..,'1. ~:: ' ., .......:. '. . ". t .. '.' ....j.. :':::<~:'r : ~.S':~- I.' :. '. ..: :.... :. ::-.:: .,. ';.' 8 . .:)~~~:~~~ :: :t.~. ..~.,':: '1 ,.'. ,- .t..:<.' . '. .... 'I ..... .... .... ... .. ....". ". . .' :~'l~ <.. .., .......... >:.: -::r-..:<. " ,,;"~ il< .~~': :'.. .:..... .:. ~~ ~ - ".' ..: 1 :'.,\':. :'; .J- ...-:>~::' .~. .... . .':: "':' ..~ "I.:..... t( j>~.::.~:::... ...... ....:-...:. .. ., ~'. . . " .:: '" .' <.,. ..': ...::.:" ~ ~ I! ~ ~ SAWCUT AND REMOve EXISTlNG CU~ GUTTER TO REMAIN IF PRACTICAL OEMOL.lTlON PL.AN 3~1_51 __ '0./ rr! 1--1 ~-i] [ '--1 [l /x == ~ I,? r .........;'.. '.: -, ':-:"; , ,... ., ........ . ::~ . " : ~.~:-. '. :':..... ) :'...::..~. ....:....:. ...~~~..~: ~ If:) I, '3J.:, ':>T;::h"" "" "" "" "" "" "" "" "" "" ~ ~ ~ nO ~ I \ ~ .... ....... .............; :,. :. '. ..: ~: '." ::-.~. ; ~.. ": ". .... ~.. .. ..... .., . .., . .. .' ~ . t": " '. ....... ........ . ,:... .~. i- a ~ ~ a in \9 ~ 1:':. ..' ~'.: I ..~ " . ;. ',.: :' . '~'': ,::..:. .:,.r.:,.: . I'~ -'. .... ...... :.f' <~..: .:"':. ..t ::.~ . t. .. 11\ "'[' . ~ ~\"':;.>~: I~r' . ~......... < K~:' ~..;: : -: . . ~ ..,..>:: ... L '.. . _. .... - "':.:.:~"':~" ":~:"~~.".:.. .:.::;~ ~-; '- - _I ~Ub 8 IC , ~ '--"..J " ~ ~ ~ .. " DECIDUOUS 434.48 A 4" DECIDUOUS 434.48 / ~.. .:]JPaIPBI!.B 6tt DECIDUOUS,/ 436.72 '")::( ~ ~ '" ... '. -r 6" DECIDUOUS 436.72 : ~ '.. ~..'.' . ::~.:" ".~.:. ...:, '::" ..:..... r" .- . '. ., . ~. ~_:~.:>::.:..<:~ ":':' .':".; ;:~': , ,::,<': . ", . ~.;' = - T .~ f ~ ~ · 1 ": ,..' ...... .~: .~. ., " L.ANOeCAPE -OIMEN610N PL.AN J..E~ENO Schirmer + Associates, LLC I AND lJ S F P I. ANN lNG, SIT F D F S 1 G N AND LANDSCAPE ARCHITECTURE CJ ExlSTING TfieEE TO feMAlN 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 TfieEE PROTECTlON FENciNG - , SCHIRMER + ASSOCIATES llC, lAND USE PlANNING, SITE DESIGN AND LANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PlANS. THESE PlANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER+ ASSOCIATES ltC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PlANS BY A THIRD PARlY, THE THIRD PARlY SHALL HOLO SCHIRMER+ ASSOCIATES llC, HARMLESS. }f~~}~1.~~~~~l- PFe0P05ED LAUN LLLLLL LLLLLL TACTtLE WA~ING MATERlAL LLLLLL LLLLLL o PFeOP05ED ~E ~ PEDESTRIAN CF!05&ING (FAINt) PROJECT NAME: Norse (TREE ~f=<OrECTrON) JUST BREW IT COFFEE CART SITE PLAN REVIEW TREE CAfe~ GENERAL PROTECT EXlSTING TfieEES TO feMAIN Ac#AINST PAMAGE. TIoE CRZ (CRITICAL ROOT ZONE) SHOULP,eE FENCED OFF TO KEEP CONSTfalCTION ACTlvlTtES AWAY, TIoE FENctNG S TO FOLLOW 1l-fE 'FENCE LtNE' AS PRAUH ON THis PLAN.. THE FENCiNG MATERtAL 6I-IAL.L SE HIGHLY vlstSLE, 0FeANGE Pl.ASTtC, WEeeeD FENCiNG 4-FEET HIGH ATT ACf.4EP SEC:::U~L Y TO METAL FENCE POSTS PRlYEN INTO TI-IE GROUNP AT 6 FOOT INTERVALS, THis FENctNG SI-IOULP eE MAINTAINEP APEGUATELY PU~lNG CONSTfalCTION so AS TO FF'2YENT ENTRY INTO TIoE PROTECTED AFeA. ALL CONSTFWCTtON ACTtvlTIES, INCLUplNG STORAGE OF CONSTRUCTION MATERIALS,SHOULP ee CONDUCTEP OUTslpE OF TIoE neE PROTECT tON FENCiNG - EMR4ASIS ON 'ALL I, EfiECT THE FENCiNG FFetOR TO COMMENCEMENT OF UJOFEK .AND REMOVE IT ONL Y AFTER ~ Is COMPLETEP... TfEEES eelNG feMOVED THAT ARE IN CLOSE FROxlMlTY TO PRESERVATION TREES WiLL HAVE THEtR S1'UMFS ~OVED WtTH A S1'Ut1FGRtNPER so AS TO AVOIPANY IMPACT TO THE CRZ OF TIoE ,FFtESERVATION TREE.. S1'UMFS SHOULP BE GROUNP TO A PEPTH OF Ie INCHES OR LESS, AFTER CONSmucTtON ts COMPLETE AND LANDSCAPiNG ls eeGtlN, TIoE CFeZ SHOULD BE MAINT AINEP IN AS NATURAL A CONDlTION AS POSSISLE.. TI-ItS MEANS THAT t~IGATtON SHOULD ee KEPT TO A MINtMUM SY USING PLANTS .AND mf!ES THAT REQUt~ LtTTLJ: OR NO WATERING THROUGJ.I PRY' eut'1MERS... ACTiviTIES THAT AFFECT THE soiL SHOULP ee AvoiDED, PROPUCTS FENCI~ TEN STAR SAFETY FENClNG FERrlLtZEFe 16-16-11b EXECUTlON l~lGATl~ WATER feMAINING PLANT MATERIAL AS NECESSARY' TO MAINTAIN HEAL TI-I, EXCAVATION AFeOUNP TREES ~ EXCAVATE WITHIN .PRlp LtNE OF TFeEES ONLY WHERE AeeOLUTEL Y NECESSARY... DO NQr cut LATERAL OR TAP ROOTS, USE NA~ TINE SPADING FOf;KS AND COMe sotL TO EXPOSE ROOTS, RELOCATE ROOTS SACK INTO SACK FtLl.. AfleAS WHEREVER POSStSLE.. IF LA~ LATERAL ROOTS ARE ENCOUNTE~D,EXFOSED BEYOND EXCAVATlON LIMtTS AS feQUtRED TO eENP AND RELOCATE WtTHOUT SREAKING... IF ROOT feLOCATtON ts NOTt=RACTtCAL, CUt ROOTS AFPROXlMATEL Y 31 SACK FROM NEW CONSTFalCTION.. DO NOT ALLOW EXPOSEP ROOTS TO DRY OUT eEJ=ORE f~R'1ANENT SACK FilL ts PLACED.. PROViDE TEMPORARY' EARTH COVER. ~PACK wiTH WET PEAT MOSS.. TEMPORARtL Y SUPFORT .AND PROTECT. ROOTS AGAINST PAMAGE UNTIL PER'1ANENTLY LOCATEP.AND COVE~C~/WiTH.MOlsT SACK.FtL.L. PF'aJNl~ SRANCH FF:aJNING Sf.IOULP ee LlMITED. TO SROKEN, PEAD AND CROsslNG LlMe6.. THE SRANCHES 6f.IOUlt>. NOT ee CUT TO CC)MFENSATE FOR ROOT ~OSS... CANOPY FF!UNING MAY INCLUPE.SOME .THtNNING TO PROVlPE L.Ese WINP feSIST ANCE IF ROOT LOSS COUL.D CAUSE POTENTtAL SL.OW Dou.N.. . . . REVISIONS # Date Description 4.15.08 Revise as per conditions NOTEe (~ENEf:CAl.) L CONTRACTOR TO PROTECT TREES TO REMAtN FROM HA~ SY TIoE UJOfII2K OR INPtvlDUALS OR EQUh=t1ENT INvOL VEP IN EXECUTING TIoE UJOFiaK. 2... ALL. TfieEES HAVE SEEN VERiFIEP SY. LANDSCAPE ARCHtTECT~ SCI-II~R+ ASSOCIATES, LLC... EUGENE, OREGON, ~ (541) 686-4S4tZt Sea 'e~ II = 2fZ>' I I I fZ> lfZ> 2 fZ> 0', Ci) 4fZ> PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Just Brew It COFFEE CART Springfield, OR PHASE 2.13.08 DATE ces DRAWN BY FILE NAME CHECKED BY SHEET TITlE DEMOLITION PLAN LANDSCAPE DIMENSIONS TREE PROTECTION SHEET NUMBER L2 . 11~ )\,. 1825 -~ . o -' -' d)' III I- <l o () $ <l + Il III 1:: tv: I II d) ~' t) t) N @ Bofq~s 7----------"'-.,-'-----..-~ -".- -_.~ .--.- .-..------ .--.-,-.--.- ---------- &.. It'lt.- ... ''''', ''', '.@o;;---- ----- 8. VvW ----- ~ EL WW Mtj..JiQQ2 RIM := 43 L 1 7 FL ,3" IN N.W. =- 426,27 Fl 8" OUT L ~,~ 426.27 ....-....- --~- ...~\._....__._--.-.- -~.. --~.....,..< -- ---...-...""....-......----... ---.-......'...,-- -....---.....----.....--.........----- I " 2 __ 1.0.'. - . ..",. 1.0.1. -- G> cJl ,-\7 .....-\ -;0 rn rn .....-\ EX~LM1:iLQa..W-12Jj / RIM ::: 4,32.61 FL 8" IN E. = 427.46 TOP 4" VERT. OUTLET::,: 428.3i TOP ! 2" VERT. OTLET ''''' 428.31 FL 12" OUT N.E. ::: 425.f>1 SUMP :-:.: 424..56 PARCEl 3 OF LAND PARTITION PLAT NO. 91-P0084 TAX LOr 1200 .p--. WIt 17-03-11-33 PARCEl 2 OF LAND PARTITION PLAT NO. 91-P0Q84 G A M E 434,73 'j 1/ ~ i l N I I -~ I -.., ..... ... ., .""., .-._~..... .... ,. --.'-1"-- b z :c f/) ~ j J11 Q<. ww MH lio07 ~ RIM :::: 4.35.72 FL 8)) IN W :.= 425.52 Fl 8" OUT E = 425.47 \ \ SITE UTILITY PLAN SOALE: I" = 20'-0" FAR -~ ----~ ! M R 0 A D E A S T ,,<::> FH t;'??' . -0- ~~18\ \EX,-ST MH #'}'13 RIM ::::! 431.79 RIM == 431.58 FL 81' IN N. =- 425.99 \ \ FL 12" IN E = 425.64 \ FL 12" OUT W< = 42564" \ 1 \ 1\ 4" C -4" G .---\-~ 1431.74 Te - \:"~--- ; I nO; I- \ r.j',! ;).... '4 X N ~, iJ.. ~ ~i I ~~ 5 I ::;) :& d' SWALE 1 (NORTH SIDE): o SIDE SLOPE ........ SLOPE _ WIImI - ...... lOP .... 18P LDmH DEP1M -_MIA UftI..'.... - 1:3 0..- 2 FEET 48 .PEEr 18.CJD Fttr 48 PEEr 1.1 PEEr ..10 SQ. Fr. 4U CU. FT. . . A -1+-- + 397.76 Te + 397.76 SWAlE 2 (SOUTH S:IDE): 0W DWM DICV _ SLOPE ............ SLOPE -- .".. - ....... lOP .... laP LIN8IH DIPIH _ _ IIIEA V8WME 1:1 !.OS 2 FElT II FlIT 10.81 PEEr IOFIET ... ._ st. n. 140 CU. FT.' GICV -6-rn @' . @J @[] @] @ @ 0G @J ill .r!;' pp .r;t- h E-._, l!l OU rrll ~ .8 ~ 11 ---.-.-. OHW --- --x-x----)'.--- .-..... " ... ....... - .. ........- ._~... ---- X" ST --X" V{W--'- - X" G ...-.--.--:--- ----:K" "Ii _.. .---.... --E ,.-.-.-- c...,' ..,...--.~.,...-.l '. > > :.'. . < ' '~ ., . , . , . . .'. . . . . . . . " . ....... ..:...:1 \"~~ llllt.fIiV' .... - IIfILA8 ..... ..... 'FEUJ ItMY...8I; -------- X" W --------- ------- x. Yf#I-------- .' _.~. ...-~.-". IM1EI ON ,,_ lIlMV"tll'II'" _.. . ..' &JttWIY'. __If ....._..CItY ~.... NlIltj~-' _ __ TO !d' .' 'q ~". -:------- X" Sf -------- ----------E---------- ----------T---------- D- o- 11m ... 'W.Me _...._.I...~. 11,.'-110 ftU.IlCGllO ...... ...... .."';" . .....;.'.',..... . ". "" .'. IS.. '.. .,.....~, '. '. ~tIII. A _,_,IJW Il,'_. rt. MID . :" . IV..-:'. .0111._ .... :..; . :. ., A :__. _. ' ...... ,..... ~ r ,."., "'.'.~,.......... '" . .., . ~. ^. . ~ , . " .. <.... ." .,.,... ... . ..". ... ~ .., . ".' ..' . '. ~ ~..".. ,., .. ,. . . . " , " "', ~ . . ., . . . ~., " . . ~ , .. - ..... ~. ~,..." ,. . . ., . ' # . ...,....... > , ~ .'.. . ." " . . . "~ . .".. ., .,.. . .,,'. . . . .., p ','p<pp , p"", . ." ~, " ~ ..... .. ' " ~ . ~. ,.. "" " - . [-. . < '<. -:-:---'~l ". :. "'t.: ',; ~ ~ '. ." :". .. . ~ ,.,.' ~ ., .' "~. ~ ...". . . .' '. . : > ," ~~<:":'..; '..::..::.' ;: ':';. ,t [-- -~ ,.... .~ ~ .., ":' Il' ~ :. '"' ,; .,. .;. ',.. .;. .; .,:. ~ :. '/or >0(' .;. ;.V .~ .. .... oJ~. ~ .v~~~~~~ _ .NIJII: ......L..... ........ -OF .!~~ .';" ___.. _.....". _IUI. 1,. ..-...:.....~.il,..'.,. -. ..._........,..:.,.A, -. :111.-. ..I.1]i,....,'. -.".". . ....,; .,............ .,- ......&.,..:..' ........., ...ll":.....' JfLI= Vf" . f' ,.' AND """IAIf. _ - 431:13 ,.... ....111'. ..... .. ....... LOQI8Iif. 18 . USED 8't 811' .' WItH" .11._. """'_. PIOPOIID II.lU1Iie UNf: 18 IUl.DItIl WIIM MEllI. CDI........... UNE.'.. ..... ...... ,. .,.m, 18 .... ,.- PIPt. ... -..un;. ~ 1 1/2.-.... lINE. ,,,.... 1- . WA1IR UEIIR. lCt1-1J1R\1Cf pRCJllOSEl _ -. SEE DErAIL 1/04. CONIIRUCf _~1II UNES. SIll MD, SLOPE AS NOTED. ~ ~. &6' ... ROD WIH PIICfURID "'IM ~ 1'&LOW fItAIRt . C/iI' D&'" .. WIIM .... PUSIIC , '.' CJft... -&E.S. PIS 28- ....P.K. _ ... ..- SWlIFID .. fIlLS __ F'CJUte ,.It ... wmt .... SMMPID -as 1138* _ LIE .... DRAWN 10 SCAlE EXtSIIC TOP OF ... . WALl( ELlVA110N masttNI .SPCJI' BlVA1'ION __... VAL. __ MErER - ~ 1RRICM11ON COtffROL VALW -- .... .....1DI .-. VAL\!: __ 'FIfE tMJItANr IIIIIIII _lER IMNHOLE -- -.oLE / CATCH _ _ CMcM _ __ 1WO-CELL CA1CH _ --- CUll lIB -- ......... IMNHOLE __ CLDNOUr __ eMS VALVE __ CMS MEIER -- 1IlIPMONE _ __ .... POLE --- .... POLE WIH LDfr ..... IRE UGNr -- .... POLE ANCHOR -- Elm1'RlC MEIER --- -- CPaI; 1I1.tWION IllER __ PfIJNE 80CmI __ .. 1M. IDUJW) ........ ..... SPACE - tMIH ENDLGSURE -- __ WIRE ..... -. IJNI( FENCE OR GATE -- -_aOtmER - - LIE . ELlYAtION -- ___ PIlI (SIll _N81ID> -- .........PIPE <SIll IS NGIID) .... -.. .. LIE <- III NCRID> -- ... '1.I1E (SIll AS M01ID) --- _ II..EC11IC'LINE -_ CINCRIIt (f) ...-w Ct:~ <:(- og W(f) n:: W (f) o lL.. <:( LLlL.. z O~ ::50 (L Ct: ~ >-W -1 ~~ ~ Gj~ W t-I f- <:( 0 (f) (!) (f) 1'0 to I l.{) ~ I f") o Iz !:::o o (LW <(0::: :20 (f) ~ ~ ~ Ct:z 0::) (f)o ~o (f) (f)W <(z "' ::5 o o ~ ~O ~---l W f-LL 00 ---'z x 0::: ~~ t I I U) ~ ~ Ci e IlU · ,~~ J~ ~ ~ f 0 Iii ~ 0 ~ ;J a ~ 8 ~ ~i ~:> ~ I~~ ~ GI ~ I C\I PROPOSG_ ... (SIll AS NOlIO) ...... -- PIPt (ItZE . NOTED) ........ . 'PIIE CSB ....,) 'fII'IlD __ ELECIIIC LINE PIOfJIII. _ ...... UN[ ,~ ... ... ,__ BlCIIiC MEIER ,....... CMIH ... ~ CI.I8I. .. PROPGIIt ~ CURIII. ....18 ILlVA1ION PAOPGSm ,. OF CURB _110M .... ILIYA1ION .101 .- VIRPf ....... pROIiosID AlPI...T _ PRGPGSEB ~.t OS<<JID 'PROPOSm VEGEM110N SHEET @~ o @ o o @ (!) (!) @ ~ ' CONSIRUCI' -.a. SEE ...' 3/C4 Me IS NOtED. '~~- OF 4 ~ ~ .~ .. ... II ~ :I I S :[ tf of q pO-lfS t:~ WW MH 01~ \ ~~,ST MH 11 - RIM = 431.79 RIM = 431-58 FL 8" IN N. ;:0; 425.99 G A M E F A R M R 0 A D E A S T ",'V' fL '12" IN E. = 425,64 \ ~,\;.'" FH ~,., FL j 2" OUT W. := 425.64 \ f . 4" G -.----'-----4-" G...--.----- 4" G---------4 G ~~ 4- . I \ -..-- --- ......------- EX. VIW MH iloa 1 ~ g'W I -- ~L.J&11 ._________---- RIM == 431.11 \ ~ EX. ST MH # 11.Q \ \ ~ ~ Te/RiM:;:: 431.05 _ ..-_..~--_. FL 8" IN N. :0:= 426.21 ! RIM := 431.89 i1 {/I INLET :: 4.30.55 _---.--.-.-- . FL 8" IN W. := 425.83 II FL 12" iN W. :;:;. 422.79 \ ~ -r~ ------; FLF~2:2~J~ !- : :~;.z~ \:= FLF;},4~~~ ~: : :~;:~~ \ \ :IA ^;f' +. .> ~1- 431.21 J 1")" ~" 1"" W 4~~_1?" W wLw 12 w-.. -12'" w~-~ ~,x~ " 1-- -~ w -===--==:Z w-.------_-. ~--- .. - . .\.'::J ___' ~.____~__._.__._.___._____, \ ._. 1; -~.,;::--- -------.---..------- ---...-,-, ---.-.---.---.---.-..---.---------;-----------------------------=--==.::::::::.:~---------.--'-.-.-----------.---..----.-'- '-- \l'11 '7,. 1 1\0------ /./1:.., .~-...__ ,; .- '_ N 8r56'00. E. 86.62' ~ : d~ ~ I ~c, \ I II "- ! ---............-.-. ~ 7 ----------- ~"'''t i o~ I :0'<>\ \ ~I . ''-" . ~OHW 0 --_~" \ co I ""~~. ,w ......... ') .. 43}~~ ~,,43U5TC 431.2.3TC II) ,431-351(; ,431.39TC 431.43TC ~'" 1><.ft '.., l,~ 431.53TC ~~ 4;;1.76TC t~,-- ~e" ww--.-------Ex.-.srs"c'M,' ~#-J- -.11~----- 0. ""... ~ .." '<'> m. '"' .m ':-,':1'1.,8... Vf'I!,:,-~--:.: ~'1.1~ 'it'V!.:l' .':"...;:.1 ~1~2 mJ 12 ~;mA\ lSr-12" WW--- ~ ""-." ". -. ~~__ 0 W ' .'/.\" . .'.,\'.. , . "OHW' ."^' .'Ir . !'jHW----.-(l _..__L~__ "'''''F~---~--~-OHW--'----7 -OHW----- H bt(. >.:'1'...,....... .' '.~ .,' ~:" . J '.0;"r' r op -..; 41192 '~~~~~-~.._---~~~ ~~~~~~- . SUMP, ~ 422.53 ;''i1; ......----12 ~T ...---..~._-----.12 ST----....--..-........~-12 ST ., . 1..:.11$1 n: --- ~ -. 12 ST 4- -- ,..12 sr 12 S +24 ST , ... ,-c-.----.--.----------....-..---.----.----- '--T '~ ~ II APPROXIMATE LOCATION OF $l MH / ~ #'{ 12S:i~ ~~~R~~~~0~+~~F~~ j// x~') . Ix"),,:>. /'J II i;/" '\1 I :: Ii I 1 ~ \ /'-:~ -l - -'1--' NO. C02; NOT FOUND ---.---.----8'" s I' ~ n.:f--' 433..36TC. m 1,// V Y',s::. _: I I ! ~ "'-, ~.", I .,. ------ f Ii) <.) .....<? ,\v ,,0 1 / . ~ :) III I \ -:::::::J-----. n ~ ~ t-.~--' ~. K\;-7'~ '+ I ~ { ~ 7 <0'0! I! \ , _._-" EX. ST ca -..------.,----.--'------------..--.-.----.--.-~...------.I---------....-----..---------..------l--~-.-- ---....~_~I~ ..ri .:> .\ 4-32.70 1 7.., t j !,/ __----' RIM == 431.91 -. --it-..-..-.----......---- ----- -----------..---...----______ J ('; i / ---- FL UNKNOWN / 434,(}5TC-l~~~Si . _ .. .. 11---- ---~..--------------..------..---.._...;... __...._....i_.(_ __ .... 'S,.~ .------. =:, h. < '#Iw.umun ~ ~ ---6 ST--'-"6" $1-.-11-0-. ::i:431.90.. I ' ]) . --I\~ _h' ------..----...~~-_.--...--..-..(BLLED W/WATER & SILT) / ~1'-'4.12 TC..~ 0 ~ c<1 If!' ~--6 sr----~ t ~ I a." 432.77T.s---'- ~ ( ~X. ST MH/CB (1J112?) 'lTJ: - SIGN .,.. ~ ~ Ii> I I '" i I ~ .;.\;1 ~4~ i> NON-GRATED COVER 3 6 I rl t <:> l~ I I "" I ~ ';$;' \.:.'> COULD NOT BI=' REMOVED) RIM =: 4 2. 1 . i l~ '.lq); ~ k WAMU ~" A.}0 I I "EX 5T ca~ : '-./ I I.:p (/~~49TC x ' .~ \ .; FL 8" IN E. := 427.46 t 434.201~ C' ::.::::::.. v PARI<ING SlGNl\ ~ :l~ ~\) I .~..... : v' 1\:<..;)..' !~ ,,~ -"c, "":"'-', "'.' ,. !.~ ,........ v. J" :,.'t, l' :s':>' ~~~~~~ I( I - 431.09 1,./ I ,,'" ~ /SJ TOP 4" VERT. OUTLET = 428.31 '.' ..,..........:."..":-'~ '.' :." "', ':. .......t~ m 2 'Ix ~..,.':l I tn FL 6" (OUT W -d',U\ ':?g.....-l'" I J :.1;)' ~ A ' ~..;..'.'.,.r:......\.....:'.:::..".~..' ',:'~:' ~>...; . .-. . ~ . ~-lI5.~~:>' I . ::;: ~_........... I I \ \>: ,:> ..... TOP 12" VERT. OTLET '= 428.31 :,::~: .:)~,:...:. s! ~.' If. ~~ ~ ~ ,. . " q - . . ..\1.\'> 110 .....,..,... SUMP = 428.44 L ! FL 12" OUT N.E. == 425.61 --._~~.' ,': ,t~ '{.~.o. . -+ 433,54 Te ~. +.t7<3.3:31' 'Jl~".JIl It EDGEior I X SUMP.::: 424,56 'tf. ':'::";,~"':.:. '1v--'(-. '.G>~0 .~.>;.C> J:I~ N <Po 0 ~.. ~ . ,.' <-<.: :'.tE'" '.~: r---, ,<:JIll ,,-vJ<..v~:, ~V; .eeu~":r 4~2,29 'V~ .' , .::~'.~;'.": ---~ ~ tr) ~ ro <ri ~ -,\",,"'"v .'~ ::-:-< :...~' ~.,,~ n ~..,.~~~~ S? V ftlW",.. : IJ<~'V' 4:>;;",:..40, TC /~~ ,~~.' :. '...- .~ t.fi 1'0 <'-l N N N~, "l<').' " ,'. ~ llttl ~ 1J<'>~">ii t. ~ r () I 4.'54.73 ..'....' ~:.:: -(,:p'? w ~ -.:t .q. '-T . ~ tr.~ . ".~...., . . . _ .' --~~':'- ~':"~~;'-'Ii:..r ~ ~~~ro : ::: ~ I I I- I. II II lI.tO -:t --. 0 . ~ :' .,'.. t..,.-. ..: "':.f":, .":,:,,, ~ I .... 0 I 43.3 29:YC #- IiL :';,;' :" t-n-~...- ~ ~ w u) ~ ~ . · -~. . v - > I ;;. . '., :::;~;"~~'~'~~::~::rL . ':'.:::.!,~,~;~W~~ ~ @ a ~ i II ./ 0:: 0-:. ~ - '.'. ~ .,. <' ,. .~.:, 'e;'''; " . . . - - , - "1"" "," ~ I 43J.Z9TC ' ',:",..>..:-,.." ..n'_' ',_ D..l :2..; z ~ r v .' , . 'd . r W" ,...... - . l' & _\~..;. ! .', . , . ". . ,.'. ,., . ;~'~'X> x : ,- 0 .- , -. - - - '. {:'.... ,'- " iJi. - . '.,....., ' ' . - - . - - . . - - . ' . i .:~ . - '<! : x 43340 rc 433.78 TC ': ;;. ";\~3:!ij ::' :..... ~ I..~.". ~~.t--._- 9~~~ ... / I'~::.<::;~~~ 'h,:~'~~':::' ____.., r~ 1- :: : : : : :: W::::u" 'J; :(...~tl!':; L : : : : :::: : ::: :V~ : >- i ~ -+--~ :\-~:. .,....;:::..:-:.. 4 .. .' * 'f::':"" ;". 1 '!!"'. ,I.:: ,;.,.,....,...1 . 'I' I I L I.. "." ...........: 434.f9TC-It..... >.;-:....::...:,J-t ~ ..;..;.:.:.::<<,\'.:." v ".'.o"', '. . 1 81b - .~.~.:::~' . ..f .. .. " , ;, """'::1' ~ > '.n.' ".,..." . ''i''4328* .. 1 ' -.m I I;'. .:: ~:::: ~ I :.;;;:::..~ --- -11-~::";~8- : - :.:n .:. . -1I~:.i;:': -: .: -: -: y. t -:.,~! OJ "i I - ,. ,;j r :.:.: ~~: 43" 7- 'f<" >(:;,~')'?<o III : : : : : : : Lt:i::'1 t(: ~ ~ ,: ~ Si::.:~>j:~(~; ~~~ ~ ~ - ~ : : : i: ~ ~: :: i i 9 , .-/-.- -- ;.~. ~ " . - f--._- . '.', - ;.:>::?:';:::;H:: ..... '" ;"""":;~::' ~. ,. . < ~ . . .. "r. "..' ... ~: I' , ..~~-.:.~.::.:. , ~ . , ., "''':')~'' 'I~ ~ ~.. ,.,. '.;. .l-'" _l . . ~ '1' .... <ot I ~~ I ..;....;.'.... -- '<t-; ~;(-.; -' ~ _ ' : : : : : : :: ~1:!:ijM l: : : ., :f.::iMI;lIi:~ ~: ::! ~ g, / 4\3.87 ,J}{ ... ., ,'.. " '-_e' .. ..... '.. - -- --',., -- '-"'" .' I:.... (j "" i\ ~ L ' , I ;;~;~t .--- ~ ::: ~ ~ ~.:::jiP~.i;~~~f:r' -~;.::~;:_ \+_~~'38 _:)~~ ::~ ~ ~:\:: )!:/}-'P' ;1-- :\':~; 'W..i ,., ,. N 4J< ZBTe '433___ .....' E ' - - . . -'. 'L::;r' .. : -- .-" "". ,,'-"1 ~'.::7', .. '.. ~.." +"".. ',., ,,: ">J .;:, -2; '~:;:.;;;: . ..... ~., ~-..Ja;4~' >" ~I r ~...;,>:' ':':2:M3349TC l.aJ. . > v'.. .J'J ....:,: ,'.' ",'.~.' .. < ,. I 8- v ~l ) ,.:.~ :':..:':.~ '\ . 'G' . - . '. ' : ".~ .. .. ". :..,. ..',,':. "f":..: ',' .,.. v . . ., . .. . . . .. .1'.. .. .' <t I .,/ ":" ",:.,:'. <.;/:: \. @~:/ GO -..' .' ,'. . .,.' ,:~~:...~ ;}:\.::.:/;\+' ~ .....,.'.. _. .', ' .I';:.. r' ~~ /r ~ ~ '.~:..:' . .,.":, .\ ^ 0 '.: "~"UI5."-'-:''''~ r-" 4- ww--...-....--~6- ... ~~ 6\ r.:: ... ''''. i:~.;~~~;:: v~ ~ - -I ::::.:: : :/:1":~"4 '.(: h;;.'....;..;.; : ::::::::::: :j:~: :: ~l ~ ~;>~' ~ 9 433,88TC ':~. ~~~) ~~ ~ >~:;.~. ~--~ ;.~ 0 I :: ~ ~ ~:. : Ft tt~ ~~.~. ,~':'f ~H\,.. :~~}{; ~ : ~ ;3~~lj: ~ : : ~1:~: ;:- W! ixy~' ~ .~l \ ~:\::~ 1 ~.' ~..;: .~/ F-- EX ST CB l~ Z I '...., '~ - ":-:."'" ';:i'f.:.ii;J;: 1,:- . ,....~ .:-:~,:.:,9.w,:',:,; .'..', ~ ..I . <.. I .....C> ~ '(;t."" ..,: . ~ :. --'-'--7- ~ ~ .';", :::: ~~RIM \= 43271 x - -- ~"..6<.. .':t ~':' "'X"'> ::;-:. .. .. a;....~~ ,...' ~'-..".~ ~f;: 1,1 -...~<?Jt ~~-" h. 'r~'~ t"l " .", If) }.. . ~. 1IiI".' '," :.' """:.:,', .. . . . I"" f') ^,l~ "'V:'.'. . ..;.....,. '.' ". G , I ~ ::.>. -;I- . " v ~ 'tt.: :. \:;::~.:/:":~;,,:;:X ~~. , ' ~ + < . . ... . L" ,.~ . ~ i \'> "}."> '..:'~.1t.;:.-:, ',' <'$ '.. .'-'" ~ , .. . ~-:::~. 1;:............,., J :" . I x. ,,:,:> '. v' . ...-:,. I ;:,:~~'./. /,;'/ _' ~, '. : .. ~ ;;':.;~':;;,;.;.~,;.;~.;::: ~- l ~ .::';""';,"'~i;i''. ..'~.':' ~ . > : ~ ~' : ": :': ~f ~~,'. ~'. ~"..>..~ :.: :~':t l .'. . . \ / 433.62 '::";~;~:':A~ .,..........,.. ~ . . . . I"' I 1 t;-? ,,' <:i-;;- '-... ". ..,..~. :: ...... , "., .' .,' ~ '..; . . ". ". .. :::; :::::,::::.>::,:~? . . - ., .,. " 'I . -" d . l}' a .;..." ,8.\ :;;: ~ " ,...... -......-.:0.."'------. ~ ~ '.." ...,.,..,. '" ,:..:'. 'n,", . . , . . . . I" . 1"'1 '!':>'). <<::>,.. ~ )::( 4::~ ,,/:"'i>~':,,~'o HC~~~I~"'~~~l:':::: n.<I :::t:::~~;:~i: ::~~::::i~ :: ~ ~'---l.;>' _:{,"'~ :.~;:;:.~;:~.>::.~:~:::,~.:),~~~,.J;J~~.. .v\.~...,..:,~!;~ \:t.~0~ ~0::~ ~0~~ ':. ~ ::: ' : .:~i\::?::;:{)\ ~~' ~1:' rYa@\i~f ~:::~ t~3~~i: :. r~: :: i ~ m ~ ~ \;,<;~~ '-." .....~! .': . . , '.' 434.16.TC., ".' " '\. ", ",... ......1'..';. .:"ffl; >J~: ':., ..I"..:.....:. .' , , .. , 0 ~t.. ~ ..<0 f ,- ..... ..... (''-1___._: ~ . rrm. . '. . "\. .... ""- . , , " , r.,.' .. ......., , .. .., . .,. ~ l ~ I . .... "'" ---~- .~. 43398 TC 434.18 C ~v -"v "'\~34.00 rc He })ARl<ING SIGN ~.. . " :....:> .:~::,:/~: -- . ,-::>': X:/;::; '.' ~ . . . .. . ., .~ ~t.C)l..~: ~ ~ :;;. '>':~ J' ". .;.,,:>~<J.<Y v' v.'1.>"Ji- J4'S~U~ rc ~ l~<~ ': ~ : : ~ ft.. }j?~{ -:- ~ :. /:?:: '. D~~{ .~ ~ ~ ~ : ~ : :< ~:~ .:~ :':! ~ 0> :: II (~j '~~";~-IS; \ I i," Q - --- ~.,. " , . .;. "::':'?'.:"."';'. ~(.. t. '.f' "':.":"'.'J ':"'.::' .,. . . . . . "I.. '~.1 · I ~ 10 Z -.---- < "'.;. '-f . \ 't;<~ . 434.-33 TC ~. -- , ' .. -.. ~';.~;:,:-.;;:. ,. ~ . ~ . . . , q ~ (<.~'" I J:..t t.J 3i 1-. ',' ":: ." I t:.\) /..,v'., 434AOTC . ~>:- >- mt;~~.., Ir<r-.'" ~ :.":-:- ~ -< <8 h" < I ~ ~ Z Z ~ 8 ::'~<<( q< I 'l~ ,,0 WAMU OOSl'OMER I .....--..- "" f'.. .....0>,:...........,. ;.. ,. y .' :9.~" I 3- - -, ..*,.. Ay .:.f"'~'?;' ftU"tnNG SIGN _v' ~ ..... .." ~ ;'......., )\.-. .. .; ". ;~~::.:;:::~ ',...........,... .. ..t~. l' '.: :> II:: l.l ~ 1-., ' ~ .... ';..: t X {> pO~. ..,,,:> r~ _,........-- ,. __ , , ..." :.(..,'>i.~:~~: ~ ;;> co ro '<""' ,- .f::)" . .1 :? Xt.; .../' ',,",-~ . . . . " , .. _ ~ II" '.~. :{(::~;iA:?:~:.,::r : ~7L.~<'.. ~., ), J~ v ~: x ~ -l -S ...1 ..J i;' .;, :~I<:l ,..~----.._-_.._.-~... . . '. , ~. ".: ':.', .~... > :-.:> :,\,:':~'>',; .... "';~~.P~ ' ..X.'1f'7 -~ 1 /W OC I..t.. I..t.. 4. u.. {.,S">' ~.. .~,;: f \ I _....-- X 0. (.,.. :::)\:::<~;.;. '. ',..'.'. '';':;.,'.'d ~ -<Ii r +- .!i .' "1 \ --- ~j'<':-C) ~ ~ ~ _:.:' ~ . ~ :~1iii1t~ :. ~ : :~~:~~i;;~i. :: ~ : :. : : : ~ ~ :~ .~" ~~! . 435.64 .------:~ ~\'I \.. ~ "';>; ",. - . .~ . v; "_d:~ . +4M?8. ... ~ .. I . \-'j , RIM -. 435.72 v,.'5 ~ ~ .. ..."..-l ~ ' , ~ ~ ..,' . "'" . \~, Ct. 8" '.N W. = 4?5.52 ,;5' 435.30 TC ~ ~ ..;t:.' ".. < . . . . . . ....: :~}~ ' ~ l . , , . ~ . 4 ., ~ "^ / .::. :., , r - - ~ ~ I 'IE .--~- ..Jif.,'k,..-" , ..;$;;!; ,. .. ... ~ j,'> " '. I~' W.J '41/ \ Fl a" OUT E. :;;:: 425.4-7 . ~ -.---.... 4-;>5.29 TC i'" ~+,t~.s. ... " '..j .:;..;::.;.:.-;;;.;:::.;.... :,~.~""'" . .. j l::;'.:.~' .~ . . ~ I :.:': '..)~33.98......:...,.... ,." ...: ~.: J'" .~ \ ".J!... " \ . ---- - .-.----...----.----..---~....----:'..-.::::.::::.-.._.---...----- ..~.----..-----~-------------..--------.------------ _"':._____..M_....__ --.-- - - --------~-- ------ ---- ~-----~.-~:AI;. ~- +----.----~ .......~~~~2\ a~ i ~ ~ \\.---..U".----...u...,,"---~--~,,-------,,---------~~==:.Z~~.~===~:~~Z'~- +:35_38 --=:::-~2~:~$: - EDGE4;;:~-34'86 24" ;2' r~ ! i -- ;~~,/ -2.~ ~ ~ G~ '.' .----------.. 4Sw.49 + ~...-----------@---~----------------..-- --------......---- --.. . ----.-----......I~----------.------:/i-- -.. I ~ It>< .bo.' O)tj)"'" '-............~~, -' -- - G ---... I: -!- . · t f 'J It) ",. ("., '-, ,.:.:::::::.-.....:::=-.-....---.--....------...-------------.--.-...---'...--------------.----------:--:::::";.."'........::;--- ------....----.--.. --..--~------,--------.--- --------...-------~- . T ---~-----.-..-..---------- ------ -1------ -; : f x~'~;:r; ~ '" ~...---,~.....d. S ~-~.~- a" ww ---- -~........_.._____ 8" WiV .----1-___.___ a" \VW . I ~I +-tl I i I r "" '<t '<!' --..-~..-....- ......------ ..,"'S>.<o "lO' ,,'1,' N ja...ARt32. W 86 62. Y ri1: ~~ If?1 It" : ~...- -- ., ~.' ~. !O. ., . ,. ""I I '<t' I f:? ~x -., _.-$" ~'# .:.>1'0' ^ l><~ ~. ~__ _ 43t).82 TC _ ~ 43SA7TC ..... ~ I ~Il i ~: c ":> ....-- . . . . I :: 1 l ~ $' ----- .' ...- "'~'~~~a. :lfPsl~ltlllB 4-3726 Te \'( 437.06 TC 4.3 ~ T II II I ~! ~ ~ ." " .... "v. . . - ,-'. .. :;.- _ .... . ~. i !.) I ! I : I "11 ~ ~~ ...~ 437.32TC >'...:~':.~:.:.':;...' ~..:.4-~?:.~t?!? 437.31 rc ~ G ! ~ l ~ \1 I ~l ~ I t I ~.,O:J 0 ~. ...:-,... 437.4~., .... . .\'. ..:: @ !b" ''1 I I : I N '<t .0'" ........ ?'J<O' . ~ 436.95TC.............. @ EX,..sL.Q.6 yr::> ~ 1 ~ I I ~ . ..............----F- :t l>< .-~-_...- :~:';;.~'.'; " RIM := 436.51 ~ \ -.r : I : I ,~ r--. /~r- g . __ '.,..,... ~, '. ,,/ ~1> : 1..-J ! i ~ - 1 ~ -- ~ ~ . .. I Ji:~~:.:..4~'t.SO< / ~. vt r-~ ~ "" I TAX LOT 1300 -----".' . ~.:.,:j: · v I @ i\ I ~ '~5]4' ~ = = 435"';; PARe':: ::-:1:~ON ---.'~':~ EX. ST C~/Illi\ ~ [~.{'~:,~l~~,:r:~ 435.69 "..-ql..,~.-~-- PLAT NO. 91-POO84 .. ',' RIM :::: 434.44 '''~ ~ i. '\. : "h " ! --.- :~.;'.":.', FL 61' OUT S. =- 433.39 ! \~ ~ B "i',-\ ~ ''\ "'''' I L t ,::.: .~: , 436.99 r:t ~ I ...... ~ '\ "... f I ~- I<f< ARea AM/PM FUEL I r--'- , IW ---- i "1. i "'\ I ( I , i ---r:'J STATION & MARKEr I I I ~ T~ ~'9~. MAP 1'7~-15-30 :.m..... rBELwr..L"'''I.:'''=~ .. EX. WW MH {J008 2f)5' SOUI'H OF THE SUB.JECf ~11. ~. F'H RIM - 435.09 If) .-\ Y \ ---' \ \ -::0 f1"\ ,l\l f'\~ f1"\y .--\ ~ \ \ , \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 ~ 1.0;t. 1-' & 'tfIIt t.O;(. 7J//tff. PARCEL 3 OF LAND PARTmON PLAT NO. 91-P0084 ~ z ca TAX LOT 1200 MAP 17-03-1.5-33 .'k ..J ~ t- :;) ~ z .. "G.. b Z :::t: (f) ~ z o i= ~o ~~ 0.:0 00- ~~ 1.&..0 O'Z ~~ ....l:S f.&J0- ~ ~ C> z 9 5 m ...J ~ o 15 ~ o o PARCEL 2 OF lAND PARTITION PLAT NO. 91-P0084 j f.&J ~ 5 ::> :2 Q ---~~----------~-- .......-......- ,........".....,.._..........-_.... "...-- \-----....- GRAD/He PLAN SCALE: I" = 20'-0" 12 0) <9 o o o o o NOn:S~ 1. NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN lHE PRWEct SITE WITH THE EXCEPTION OF THE TRASH ENCLOSURE LOCATED NEAR THE NORl'HWEST CORNER OF THE PROPERlY. 2. NO WATERCOURSES. RIPARIAN AREAS OR WETl.ANDS EXIST IN THE VlCiNI1Y OF THE PROJECT SITE. 3. THE PROJECT stYE IS LOCATED WfMN 'ZONE X - AREAS DETERMINED TO BE OUTSIDE SOO-YEM FLOODPLAIN" PER FLOOD INSURANCE RAlE MAP 41039C1133 F. DATED JUNE 2. 1999.. 4. PER CRY OF SPRINGFIELD 'WELLHEAD PROTECTION NIJrAS' MAP DAlEO ~. 2004 THE NORTHERLY MAlORtlV OF THE PROJECT SITE IS L0CA1:Ef) WITHIN THE 2 YEAR TIME OF TRAVEL ZONE. AND THE SOUfHERLY PORiIoN OF THE PROdECT SfFE IS LOCATED WlMN lHE 5 YEAR liME OF TRAVEL ZONE FOR THE -SPORTS WAY WELLHEAD PROTECTION AREA. 5. PER THE 'SIlLS SURVEY OF LANE CQUNIY' f 100x OF THE POdECT StTE IS COMPRISED OF THE FOLLOWING SOIL lYPE: 32 - COBURG-URBAN LAND COMPLEX f$. PER THE 'SOILS SURVEY OF LANE COUNIY' THE SOIL TYPE REFERENCED NKNE IS SUITABLE FOR' URBAN DEVELOPMENT. HOWE.V&R IT IS SuaJECT TO UMJrATlONS COMPRISED OF SrASOMAL HICH WA'ia TAIILE, MODERATELY SLOW PERMENIILRY. AND LOW SOIL STRENGTH. PER....ABLE 14' OF SAID SOILS SlJRVEY. THE HIGH WATER TABLE FOR THE SOIL 1'VPE REFERENCED IIJfNE IS LOCATED AT DEPTHS OF 1.5 TO 2.5 FEET. UTlU1V Nom tmUfIES SIZES AND LOCAtIONS SHOWN HEREON ARE BASED ON A COMBINAtION OF FIELD SURVEY OF OBSERVABLE 1IJfNE- GROUND E.VIDENCE. UTlUlY COMPANV LOCATION MAPS AND CITY OF SPRINGFIELD AS-BUILT INFORMATION. AND ARE SUBJECT TO FIELD VERIFICATION. SURVEY Nom THIS MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD INFORMATION. DOES NOT CONSft1U1E A BOUNDARY SURYiY. AND IS SUBdECT TO Attf DISCREPANCIES WHICH MAY BE DISClOSED BY A SUBSEQUENT BOUNDARY SURVEY. ~IINATtON NOTE: ELEVA110NS SHOWN HEaEON ARE BASED ON crrt OF SPRINGFIELD DATUM. BENCHMARK USED WAS CIlY OF SPRINGFIELD BENCHMARK NO. 420 -GATEWAY / GAMEFARM-, A SQUARE CHISB..ED IN THE TOP BACK OF CURB. 7.8 FEET WEST OF THE WESr END OF THE SOUTH RAMP AT THE NORlMfAST CORNER OF THE INTEbt.CTlON OF GATEWAY S11W:.t AND GAME FARM ROAD EASr. ELEVATION - 431.73 CONSTR.UCTION NOTES REMOVE EXISTING CURB. CONSTRUCT POURED IN PLACE CURB. SEE DETAIL 5/04. CONSTRUCT ASPMALT SURFACE IN DRIVEWAY ARiAS. 3- ASPHALT ON 8- CRUSHED COMPACTED ROCK PER OWNER/ARCHITECT. CONSTRUCT EXTRUDED CURB. SEE DETAIL 2/04. CONSTRUCT SIDEWALl<. SEE DETAIL 4/C4. CONSTRUCT SWALE. SEE SHEET 0.2 FIR DIMENSIONS ct SLOPE. SEE lANDSCAPE PLAN FOR vE:CETA11ON. CONSTRUCT OONCRDE SURFACE 4- wmt 14 REBAR 024- o.c. .EACH WAY ON 10- CRUSHED ROCK COMPACTED. o . . .6 --'\+- + 397.76 Te + 397.76 0W OWM Orcy OICV _{)fH @ <l1Jj) IfID !tI.J @J (i> (~ OG @) ill .>:.f pp .* M. E-- 1Kl Ocr ~ ~ et ~ 1E ..----- OHW ---- ._--x ._-x"--....-x--_. """ ....- .....43,2.. -..-.-. ----- xrt ST ---- ----.- XU ww --.--- x" G '--X" 'J./--- -..------... E. --- ~-. "'-'J" l.~~__~____ ---------XD w--------~ --------x". ww -------- -------- X" Sf -------- --------- E ---------- ---------- T ---------- o. 0- mD F ~72 c.~",.,' I','." ,'u "53] '" . '.' ...,. '" . . -. " .. ..,. .<.. ...... ... ".." , .... . ., . '. . .... . .. .... .- .. . .. .... ~ .. . . . " ....., ...... ,.... ...p, . . ........ .. .. ....."........ ..... . ~.. . ., , .. " # . ........ .' -. . . l '- ", ."SJ " . ':' . '..... ~ " ... . ~ .' . .... ," "'~ .... '. . ~ '. . .. ...' .,' . " .., ...... '. '. \ .' .... .. . " ". . . .. .', ';, .... .... 0' f..: "': " .- " ~, j'~ ..~ .,.v 'Jo'" .... ....... ...10 ...... ""J' 1/1.'" .... ...... ..r ",,, ..,,' ,,"4 ..'l" ...... }'.... 01''' .;. I.... .,r..... ".;. .. '" ,oJ> ,.... ...... ..",. ~~....~ 0.0120 LEG.END FOUND 5/8- IRON ROD WITH PUNCTURED AND/OR UNREADABLE YELLOW PLAS11C CAP FOUND 5/8- IRON ROD WITH YELLOW PLASRC IDENTIFICATION CAP STAMPED ~.E.S. PLS 2280- FOUND P.I(. NAIL WITH WASHER STAMPED -GES PLS 2280- FOUND P.K. NAIL WITH WASHER srAMPED "Ls 1138- DENOTES UNE NOT DRAWN 10 SCALE EXISIlNG TOP OF CURB OR WAlK ELEVATION EXISTING SPOT ELEVATION EXISI1NG WATER VALVE EXlSRNG WATER METER EXISTING RECTANGULAR IRRIGATION CONTROL VALVE EXIS11NG ROUND IRRIGATION CONTROL VILVE EXfSflNG FIRE HYDRANT EXISI1NG STORMWATER MANHOLE EXISTING STORMWATER MANHOLE / CATCH BASIN EXISTING CATCH BASIN EXISl1NG lWO-CELL CATCH BASIN EXISTING CURB INLET EXISIlNG WASTEWATER MANHOLE EXISTING Cl.[ANOUT EXISTING GAS VALVE EXIS11NG GAS METER EXISTING TELEPHONE RISER EXISl1NG POWER POLE EXIS11NG POWER POLE WITH UGHT EXISTING SITE UGHT EXISl1NG POWER POLE ANCHOR EXISFING ELECTRIC METER EXISIlNG TRANSFORMER EXISI'ING CABLE TELEVJSION RlSER EXISI'ING PHONE BOOTH EXISTING ,- DIA. BOLLARD HANDICAP PARKING SPACE DENOTES lRASH ENCLOSURE EXfSIlNG OVERHEAD WIRE EXISTING CHAIN UNK FENCE OR GATE EXlsrlNG CURBING EXIS11NG CURB . CUTrER EXIS11NG CONTOUR UNE Ie ELEVATION EXISTING SfORMWATER PIPE (SfZE AS NOTED) EXlSTING WASTEWATER PIPE (SIZE AS NOTED) EXISTING NA1\JRAI.. GAS UNE (SIZE NS NOTED) EX~NG WATER UNE (StZE AS NOTED) EXlSRNG UNDERGRoUND ELECTRIC UNE DENOTES EXISl1NG CONCRETE to to I LO ...- I to 0 (f)~ Z W ...- 0 ~~ 0 Cl. W <( 0:::: <(02 0 Oosn '" ?: et:: W(f)~ Z 0 W(f)(J) ::> 0 1L.. LL<(~ 0 z LL (J) w <( o~~ -.I Z Cl. 0 :5 .. C) 0::: 0 0 .. z >-W ~ 0 - <:(2 ---1 0 .....- W <{ ~O::: t- 1L.. Ct: C) W- 0 (!) l-I -I z W - <(0 X et:: t- o-- U) (:>(f) ~ (J) .0 (/) Z o - (I) >= La.I '" PROPOSED WATER UNE (SIZE AS NOTED) PROPOSED WASTEWATER PIPE (SIZE AS NOlED) PROPOSED STORMWATER PIPE (SIZE AS NOTED) PROPOSED UNDERGROUND ELECTRIC UNE PROPOSED UNDERGROUND TELEPHONE UNE PROPOSED WAliR METER PROPOSED ELECTRIC METER PROPOSED CATCH BASIN PROPOSED. CURBING .... PROPOSED BROKEN CURBING PROPOSED ELEVATION .I .., " PROPOSED TOP OF CURB ELEVATION ~ ~ ! ! U) ~ . Ol ! -s ~ ~ t~i 14>> ~ 5 ~ oS .. ~ i ~ U) ~ ~ C( ~ b1 ~; ~ I.Ll 'S ~ :> ~ m (1) eC/) ): f "0 "0 .! :;: EXISTING ELEVATION MATCH Ie VERIFY "0 J~ .c o DENOTES PROPOSED ASPHALT " -R '" ~ .!' o~ "O~ DENOTES PROPOSED CONCRETE DENOTES PROPOSED VEGETA110N PROPOSED SLOPE .... c: o E ~ as o o to ('t') C\I ~ co co I "- -SO - SHEET @~ OF 4 6 of q fXl5es 2'-5" GREASE TRAP WI HINeED LID -!C\l N _l ('f) ~ ~ 1 1 2 '-0" SGVARE I. BOX FABRICATED FROM fO GA MATERIAL 2. BIKE PROOf,' HEAVY DU1Y TRAFFIC GRATE - SUPPORTS AASHTO H25 LOADING 3. elBSON MODEL # eCBI0-38HB-8 PER DIMENSIONS ABOVE STORM SEWER CATCH BA.5/N W6" OUTLET SCALE: ~/4" = /'-0" 4. (;()N(;Rt; I J.: ~ . ,/jL!' . " . . <1' ',/j , . ~ '<1,/j ". " ,/j' . ." 4 ',/j . , .4 4. , . . 'f1 ' '<[ '. , <1' ',/j . <1 : 4 ~' . :',/j <J.. 4 ~ . ',<1::'" : <1' 41 .:' '4 . :. . . .' '. . <1 , . . . 4 . '.' '. ..' .' .' .' . .' '. T . . . . .. ~ . . .. ... . . .. .. .... . .. . . ... .. . . MIH. ,. OF S/4"-o. c,RIJSHED ROa< COMPACTED . . COHt;RETE SII::JEHALK DETAIL (NOT TO sc,ALE) ~ SIOEHALK CROSS SECTION \V SCALE: NOT TO SCALE CLASS 3300 CONCRETE EPOXY CURB: TO PAVEMENT r-6~ '1>:... T . 4, . '.' bll . ~, ASPHAL T SURFAClN8 CONCRETE EXTRUDED CURB DETAIL (NOT TO SCALE) ~ EXTRUDED CURB DETAIL \V SCALE: NOT TO SCALE I" IIQ'Z.. AU. RADII TO lIE :f14" f'I.NZ ~1fOH ..J:)JNf5 AT HIN. 12' INTERVALS. , ~"...ru::-rt:: ...,.,,~.,&; PAVlH9 A5PI1AL T PAVINS - ~ ~." Jj -, '." .~ :':,,.: 7ft @ POURED IN PLACE CURB DETAIL . C4- SCALE: NOT TO SCALE EXTRUDED CURB PAVED SURFACE ~ /'-0" FREEBOARD /2" SANDY LOAM TOP SOIL 2'-0" OVERfLOH CA rCHBASIN AT END OF FAC/LI1Y SEE DETAIL - I/C4 BOTTOM OF SHALE %"_&11 CRUSHED ROCK COMPACTED @ ~12~::S SECTION } TC .;.' 'I' ." 'j. -v ". .,...j In';, .;.. .~'V. "~ .~. ~. :" t ~ V.-I .;,- ':~ ",. .;..'" ~ 4- 4~'3J:."1 9'1' .., .) ." ~ "0# ". ",. ,,;. '\1.'" ..,:... '0/ i. "oJ' ...:. .~, .~. ,I.' .iI .~. w ,,,.: ,~ .;. ~ ~ ~ ~ ~ ~ v ~w '. ~ ~ ~ ~ ~ . ~ ~ .;. "," .,.... .". 1.... 'l~ .,;. VJ'4' \1. . '" ',;,1 ~. -.r <b ~,'\{. ..;, ,1.' 4' \\.1. I \:.... ..;. ~ ~ ~ ~ J ~ .~ . ~ ~. 0 ~ ~ ~ I ~ 'v' ,;. .... .~, ';' ~. i I!-' ~ 0/ ~ 0/ ~. .~ ~ IT. ~. '#, ~ ~ .~ ~ ~ ~ ~ '-f'" '.I' ... ',,' \(I" ~ -i~ .... .~. ~. I .,t 4 -..;,..) . 6.2 ~. @ EXPAHOED SITE DETAIL C4 SCALE: 11J=IO'~OIf ' ci) w a: n: x w n n I L() y- I n o (f)~Z W y- 0 t- r- f"\ c..?w 0::: <( < Ct: <:(-20 ogYJ~ W(f)~~ W (f) (j) ::) LL<C~8 .. LL (j) 0::: 0 _Y (j) W o OO<(Z LLU ..:5 I- 0:::0 tj>-W~o :c<:(:2y-GJ (J) 5 0::: I- LL ---1W-Oc..? -t-I---1Z ~<(oxcr:: ~C)(f)~~ ..0 (/) % .0 ..- 'V) :> L&J ~ .! o "" ~ '" ~ ~ "" tiU)~e ~ Ol ; -S ~ ~ It~ i u ~ 5 . 0> ~i ~ U) ~ ~ ~ 8 ~:..." ~ j .< > ~ co ~{t S ~ ~.I "i~ (\J "" i~ i " ~ "- N J1.' 0"'" ",.... t:D cia . 2 "0 .. t') CD CO I " .00 ~ SHEET @~ . OF' 4 & of CJ {XlCj6 . ~." .. ~ . ~.. .'. w I - - - - - - - - - - - OHW - - - - - - - - - - - - - - OHW - - - - - - - - -- . .' . ---- OHW ----/-----~:.;<,~--..~'~~OH~'.'~' .' ..... '.' .' . ' . .... ". . ,,' '. ~. . I" '. '. .' ':, .' ..... .' ..... ~ . ..... .. I ~ . Itll ~ PROPOSED 1 1/2" WATER LINE----- (1) EDWARD GOtJCf.IEFe ABEL.lA I (S) PAvlD vleu~ltJM (1) FeD SUN T MAPLE ~S , , , : " , .. , ' , . ... . . ... .. " , , . .. . " ..... . .' (,) lNCEN6E CEDAR . ... . .'. .. . -.'. . " (2) SUTTEFe AND SUGAR SleEFeIAN lFe'S II (&) NOOTKA Fe06E (2) ',~~6TEM .~~.~. (,) etJTTEFe ~ SUGAFe Sle~Fe'AN tFe'S , , , " .. ..- .. . ' . . " . .. . . - . .. . . . I pp t I , ", . I." : ".0\.: ~. '.\. '''1', ~ c:::= '. . . g. . , ..- . .. " " , , .' .' .: (&) THlMeLEee~ .t . , " , . :. EXI&;'\~ l,~ TO ~~~. : ...... ~. " ;. . .... . . , . .. .. ..- . ... .. ", (,) DANCING NANOU S'ee~'AN lFe'S .' . ~ " " . (I) PANCING NANOU SleeFetAN lFets . . ~' (1) ~,p 'ALPER ,.' . ' .. ... . '. ..... . '.' t . . ." .' . ....- :. .- .. .' " '. '. '. .' , ' '. .. :. (I) etG i.EAF'~APLE .... . " .' '.' '. ~:I~F p (1) F<EP AL.PER . .. . . . . ' ..... . . (2 . .. .. . . .. . . . ~ " ) II: : <-: ;.. ..' (4) NOOTKA ROSE .' (4) MOCK'~ , . , ' , ' .' .." .- , . . , .. .' .. ... - . " (S) MOCK ORANGE II p (4) INCENSE CEDAR . .. . . y ~ . '. .' . , '. " .. .' . ' (2) THtMeLEee~ EXlST1NG L.AtIN. TO FeMAIN' . . " , . ... . .' . ... .. .. (1) INCENSE CEDAR ." . ...... ... : .- . ' , . , . , - (4) NOOTKA FeOSE , . (2) NOOTKA RoSE .' :. (Sf?)) JUNCUS PATENS' . .'.. II, ....... ..... (6) eENNE~P eLUE sleeFelAN. fFe!s. . , . ': .... . ... . - .' . ' , " .- . .. .' , ' " .' .' . . .' . ' : ... ( ~c B . ~ 1.. EaEND ~000 (0 o Q FFeOPOSEP 6I-4Fa1e6 FFeOPOSED PEciPUOUS TFeE FFeOPOSEP EYE~EN TFeE TREE TIES Grow Strarght. or approved o EXiSTING TFi!I!E TO F<EMAlN TREE STAKES Stake , &fdes 21 x 21 x 241 hardwood &taks& ExtSTb~ LAUN TO reMAN FEPA1Fe AS NECESSAp;n' UNPtSTUFeeEP OR COMPACTEP SUeGFeAPE ! 2X drameter of rootba" t NOTE~ r:eMOVE TREE TIES AT ONE YEAR WARRANTEE... 12ttr GUY WiFE SPACING MULCA-I IMPORT ANT~ Root crown to be a mfnfmum of 41 above Nnfem grade, ) eACf<FtLL. FrU ha'rwag and water thoroughfg beFore bac::kfrUrng.. TREE FEPEST AL Prepare &ub&od to prevent &ettlrng OCONIPEfiCOu& TfiCEE I=L.ANTING -CET AIL. ~J..AN" 1-feT Qty. Botanical Name Common Name Size Comments TREES 1 Acer macrophyllum Big Leaf Maple 1 1/2" cal. Evenly branched 1 Acer rubrum 'Red Sunset' Red Sunset Red Maple 1 1/2" cal. Evenly branched 2 Alnus rubra Red Alder 1 1/2" cal. ~~d, eyenly b~anched - 8 Calocedrus decurrens Incense Cedar 5' - 6' Evenly branched SHRUBS 7 Abelia grandiflora 'Edward Goucher' Edward Goucher Abelia 5 gal. 2 Ceanothus sanguineus Oreg~n Redstem Ce~!!othus 3 gal. f--';~'-- 5 Lavandula angustifolia 'Tuscan' Tuscan Lavender 1 gal. No sub: source: 686-9999 - ---.,---.-- 7 Philadelphus lewesii Mock Orange 3 gal. 21 Rosa nutkana Nootka Rose 3 gal. - -- 7 Rubus parviflorus Thimbleberry 3 gal. 10 Viburnum davidi David Viburnum 5 gal. PERENNIALS 11 Iris sibirica 'Bennerup Blue' Bennerup Blue Siberian iris 1 gal. 7 Iris sibirica 'Butter and Sugar' Butter and Sugar Siberian iris 1 gal. 4 Iris sibirica 'Dancing Nanou' Dancing Nanou Siberian Iris 1 gal. GRASSES 99 Juncus patens Common Rush 1 gal. vea;E1ATEO eWAL.E ~EQUr~EMENT ~~ STORMWATER VEGETATIVE SWALE REQUIREMENTS Based on 996 sf Facility Plant Category Minimum Required Actual Count -- Trees 10 10 Large Shrubs/Small Trees 41 70 Shrubs/Grass-Like Plants 498 sf 498 sf Grass-Like Plants ---- 50% 50% lJ>)'t'~~ o~ ~ ~~ c o~ ~ TFeEE STAKES P..F...21 x 21 X b' TREE TIES Grow Strafght or approved UNDtSTUFeeED 0Fe COMPACTEP eueGFeAPE 1 2x diameter of' rootba" 1 NO~ 1eM0VE TFEE. TlES AT ONE YEAR WA~TEE... N,T..6, MUL.Cf-I IMPORT ANT~ Root crown to be a mfnTmum or 41 above Nn1em grade, ) eACKFtLL FlU halrwag and water thoroughlg beFore backf11frng, TREE PEDESTAL Prepare &ubaol1 to prevent &ettfrng o ~EClOUOu& TfiCEE f=L.ANTING -CETAIL. N..T .5... Schirmer + Associates, LLC I AND lJ S F P I ANN lNG, SIT F. D F. S I G N AND I.ANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 SCHIRMER + ASSOCIATES llC, lAND USE PlANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PlANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRmEN PERMISSION AND CONSENT OF SCHIRMER+ ASSOCIATES llC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PlANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMER+ ASSOCIATES LlC, HARMLESS. PROJECT NAME: JUST BREW IT COFFEE CART SITE PLAN REVIEW . . . REVISIONS ~ ~ Description 4.15.08 Revise as per conditions Sea Ie: II = ~ ~ \ ~ S 1~ 1~' - ~I jfNf\ 20 \A) PROJECT NAME Just Brew It COFFEE CART PROJECT ADDRESS PROJECT ADDRESS Springfield, OR PHASE 2.13.08 DATE ces DRAWN BY FILE NAME CHECKED BY SHEET TITlE PLANTING PLAN . SHEET NUMBER L3 . . o -I -I <0' hi I- <[ o () $ <[ + W hi L tl I o d) (1)' Q Q N @ 7 of cr ~ SECTION 31 05 00 LANDSCAPE EARTHWORK PART 1 GENERAL 1.01 RELATED SECTIONS A. Section 32 84 00 Planting Irrigation B. Section 32 90 10 Planting 1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION Section 32 84 00 -Irrigation Sleeves 1.03 SITE CONDITIONS C. Locate existing underground utilities in area of work. Provide adequate means of support and protection during earthwork operations. 1.04 DELIVERY STORAGE AND HANDLING D. Protection: 1. Use all means necessary to protect materials of this Section before, during and after installation and to protect installed work and materials of all other trades. 2. Replacement: In event of damage, immediately make all repairs and replacements necessary for approval by Owner's Representative. 1.05 ENVIRONMENTAL I SITE CONDITIONS E. Existing Conditions: Verify existing site conditions, grades and elevations prior to grading and new construction installation. F. Weather: Excavation and fill operations must be done in dry weather, minimum two days following rainy weather. G. Protection: Protect bearing surfaces from moisture until paving or concrete is placed by covering with impervious membrane, installation of minimum 61t thickness of crushed rock. NOTE: Contractor shall perform work during inclement weather at their discretion such that all warranties and intended appearances are realized at the Contractor's risk. 1.06 COORDINA nON A. Coordinate other trades affecting and affected by work of the Section. PART 2 - PRODUCTS 2.01 SELECT FILL MATERIALS H. SAND Concrete sand. Graded in accordance with ASTM C136 with 1000/0 passing a NO.4 sieve. Washed, free of fines, free of organic material and other deleterious substances. I. LOAM Imported, natural, fertile, friable, sandy loam with at least 10% humus; free of rock, clay, subsoil, clods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material. J. ROUND ROCK Clean, %" , round water-worn, evenly graded, free of organic and deleterious material. A. BASE ROCK Crushed rock, 3/41t minus, free of organic and deleterious material. B. COMMON FILL MATERIAL Subsoil: Excavated material which may be encountered in obtaining indicated grades and lines. C. FILTER CLOTH Fibertex, Grade 150 by Weyerhaeuser or approved. PARTS - EXECUTION 3.01 EXISTING CONDITIONS D. Verify ground dimensions and elevations prior to beginning work. E. Notify Architect of discrepancies between drawings and site. F. Notify General Contractor of defects requiring correction by others. G. Do not start work until conditions are satisfactory. H. Commencing work of this section denotes acceptance of existing conditions. I. Tolerances: Perform work true to lines and grades, and to prevent ponding otwater, with maximum variation ot plus or minus 0.05 feet. 3.02 CLEARING J. Clear vegetation, root systems, and decayable debris from areas to be occupied by lawn and plant bed areas; minimum depth of 61t. K. Clear site of trees, brush, vines and shrubs only as necessary to complete work. L.ln parking islands excavated planting area 12" below grade of finish asphalt and to native soil. 3'.03 GRUBBING M. Remove stumps, roots larger than 1-1/21t diameter, rocks larger than 41t in diameter to the following depths: 1. At areas to receive plants - min, 12" below finish grade. N. Remove all grubbed material from site. 3.04 EXCAVATION O. Excavate as required to achieve accurate subgrades, or to solid bearing whichever is deeper. P. Do not excavate saturated materials. Q. When excavation through roots is necessary, perform work by hand. Cut and treat roots following approved arboricultural practices. R. Trim excavation and leave free of loose material S. Correct over excavation under plant beds by providing additional fill material as specified. 3.05 IRRIGATION SLEEVE T.lnstalled under separate contract. 3.01 FILLING, BASE COURSE INSTALLATION, AND ROUGH GRADING A. Do not start until completion and acceptance of all specified subgrade testing. Before placing fill, remove all debris. Do not allow subgrade to be exposed to rain. B. Fill to elevations shown on drawings. Filling includes subsoil installations under plant beds. C. Fill systematically, as early as possible, to allow maximum time for natural settlement. Do not fill over porous,. wet, or spongy subgrade surfaces. D. Scarify subsoil to depth of 61t at all plant beds. Use whatever means necessary to achieve a 61t layer of subsoil with soil clods no greater than 3 inches in diameter. In areas where existing trees are to remain, secure approval of Owner's Representative before proceeding. E. Place and compact Select Fill Materials in continuous layers not exceeding 6" loose depth. F. Place and compact Common Fill Materials in continuous layers not exceeding 9" loose depth. G. Maintain optimum moisture content of till materials to attain required compaction density. H. Employ a placement method so as not to disturb or damage work. I. Make changes in grade gradual. Blend slopes into level areas. J. Refer to Placement Schedule for compacted depths. 3.02 LOAM SPREADING & FINISH GRADING K. Verify that required scarification has been accomplished prior to placing loam. L. When necessary, eliminate uneven areas and low spots in subsoil. Remove debris, roots branches, stones. Remove subsoil contaminated with petroleum products. M. Place loam in relatively dry state at areas where scheduled. Place the first 6" of loam and till it into the top 6" of scarified subsoil. Spread loam and compact in 6" lifts. N. Fine grade loam within specified tolerances eliminating rough or low areas. Establish uniform gradients between given grade points. O. Remove debris arid foreign material while spreading. P. Manually spread loam around existing trees to prevent damage. Q. Compact materials as scheduled. 3.03 PLACEMENT SCHEDULE A. At Plant Beds: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 12" thick, compacted to 80% per ASTM 0698. B. At Bioswales: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 6" thick, compacted to 80% per ASTM 0698. 3.04 CLEANING R. Upon completion of work of this Section promptly remove from the site all scraps, debris and surplus material. After pressure test acceptance, begin backfilling and/or assembly of zones and all other system components 1. System Operation Review After backfilling, completion of zones and assembly of all other system components; adjust nozzles, balance and test entire system under normal operating pressure. Owner's Representative will review assembly, installation, and operation of system to determine if water afforded all areas is complete, adequate, and uniform. Make adjustments to system as directed. 1.01 COORDINATION A. Coordinate with other trades affecting and affected by work of this Section. 1.02 ENVIRONMENTAL CONDITIONS B. Temperature of mating surfaces of plastic pipe and fittings to be between 400 F and 1000 F. C. Do no PVC Solvent Welding in rainy weather except under cover. 1.10 DELIVERY, STORAGE AND HANDLING D. Store packaged materials in manufacturer's original containers with legible labels intact. Protect against moisture. E. Store plastic pipe on firm, level support; protect against direct sunlight. F. Store plastic pipe cement in cool location. 1.11 WARRANTY G. Warranty all material for a minimum of one year after date of substantial completion, or longer if manufacturer fumishes a longer guarantee. H. Correct immediately any failure caused by poor material or workmanship during warranty period. "Immediately" shall mean from 24 to 72 hours, as determined by the Owner's Representative, and at no cost to Owner. PART 2 - PRODUCTS 2.01 GENERAL I. Use only new materials; of brands and types shown on Drawings or specified herein. J. Similar materials must be products of one manufacturer unless otherwise approved. 2.02 Product 1 A. Manufacturer: Rainbird 1. Substitutions: See Section 01 60 00 (01600) - Product Requirements. B. Product: Irrigation heads as per drawings C. Product: Automatic / Manual Contra I Valves Rain. BirdPEB-PRS-D Series D. Product: Irrigation Controller Rainbird ESP-xx, Size as per irrigation design. Maximum size 1", round water worn, free of organic matter or other deleterious material. A. SAND Coarse river sand. Graded in accordance with ASTM C136 with 100% passing through a NO.4 sieve, free of organic matter or other deleterious material. B. LOAM Imported, natural, fertile, friable sandy loam with at least 10 % humus; free of rock, clay subsoil, clods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material. PART 3 EXECUTION 3.01 GENERAL A. Irrigation sleeves have been installed under a separate contract. See drawings for size, quantity and location. 3.02 EXISTING CONDITIONS A. Verify that surfaces and structure to receive work specified herein are accurately sized and located, sound, secure, true, complete, and otherwise properly prepared. B. Prior to starting work, notify General Contractor and Owner's Representative of defects requiring correction. Do not start work until conditions are acceptable. 3.03 PREPARATION A. Review layout requirements with other affected work. B. Coordinate locations of piping to minimize conflict with other work on this Project and other work previously installed. C. System layout is diagrammatic. If field measurements differ slightly from Drawing dimensions, modify work as required for accurate fit. If measurements differ substantially, notify Owner's Representative prior to installation. 3.04 BACKFLOW INSTALLATION A. Installation by licensed plumber. Comply with all plumbing codes. 3.05 TRENCHING A. Excavate trenches with uniform bottom and remove all rocks and sharp objects to provide firm, even, clean base for pipe. B. Allow for minimum 18" cover on main lines and 12" cover on lateral lines. C. At Plant Beds: Stockpile excavated material for backfilling trenches. D. Excess excavation: where excavation is carried to excess levels, backfill with specified Sand to Proper levels. E. Water and frost: 1. Keep trenches dry and frost-free. 2. Provide and operate pumping equipment as necessary to keep excavations free from standing water. F. Existing vegetation to remain: 1. Protect against damage. 2. Cut no roots over 3" in diameter without approval of Owner's Representative. 3. Make all cuts clean, straight, at right angles to roots. 4. Replace any damaged plant material. 3.01 PIPE BEDDING A. Mainline: If soil in trenches is not free of rocks, provide uniform bearing surface of specified Sand; 2" minimum depth and free of rocks and sharp objects under entire length of pipe. B. Lateral line: Clean native soil or Loam. 3.02 PIPE INSTALLATION A. General: Follow manufacturer's instructions. B. Minimum clearances between lines: 1. For 2" diameter and smaller pipe: 2" clearance. 2. For 2 1/2" diameter and larger pipes: 4" clearance. 3. Between irrigation and other services: 4" clearance. C. Threaded Plastic Pipe: 1. Thread with conventional equipment. 2. Plug pipe ends during threading to prevent pipe distortion or damage. 3. Do not use solvent cement on joints. 4. Wrap joints with Teflon tape. 5. Cemented PVC installation 6. Follow manufacturer's instructions. 7. Cut all pipe square and remove burrs. 8. Chamfer all outside edges of pipe. 9. Clean and dry ends of pipe to be joined. 10. Apply primer solvent to both pieces of pipe to be joined. 11. Apply cement to both pieces of pipe to be joined. 12. Attach pipe and hold together for five (5) seconds or until pipe will not back out. 13. Wipe excess cement from outside of joint. 14. Snake all lines to allow for contraction. 3.03 SLEEVE INSTALLATION A. I nstalled under separate contract. 3.04 MANUAL DRAINS A. Install at lowest points in main line, set plumb at locations indicated on drawings. B. Discharge directly into sumps of one cubic foot pea gravel. C. Cover sump with 4-mil plastic or asphaltic paper. D. Connect to main using a 2" nipple, elbow, and 6" nipple parallel to pipe to allow for vertical movement. 3.10 THRUST BLOCK INSTALLATION A. Install minimum 2 cubic feet concrete thrust blocks at all corners, tees, and stub outs on pipe over 2 inches in diameter. 3.11 VALVE INSTALLATION A. Install plumb and square and according to manufacturer's recommendations. B. Where possible, allow for 4" clearance between bottom of valve and valve sump at Automatic Control Valves. END OF SECTION SECTION 32 84 00 PLANTING IRRIGATION Product 2 A. Manufacturer: Wilkins 1. Substitutions: See Section 01 60 00 (01600) - Product Requirements. B. Product: Wilkins Series Model 950XL or approved equal. 1 %". 1. Locate as per Irrigation Plan. PART 1 GENERAL 1.01 RELATED SECTIONS A. Section 31 05 00 - Landscape Earthwork B. Section 32 90 10 - Planting 1.02 ALTERNATES A. Refer to section 10 23 00, Alternates for possible effect on work of this Section. 1.03 SYSTEM DESCRIPTION Electric solenoid controlled underground sprinkler system of PVC pipe and fittings, with pop-up heads. Work includes installation of new shrub and bioswale zones, installation of new controller and backflow prevention device. Power supply will be provided under this contract. 1.04 DESCRIPTION OF WORK C. Provide all labor, materials and equipment required to complete the design and installation of irrigation system as shown on Irrigation Plan. D. Protect active pipes encountered; notify pipe owners. E. Repair or replace utility lines damaged by work of this section at Contractor's expense. F. Protect persons and property against damage and discomfort caused by dirt; clean as necessary and when directed. G. Existing Plants and Trees: Protect against damage. H. Other Work: Protect other work against damage and discoloration caused by work of this section. I. Acquire all necessary permits. 1.05 SITE CONDITIONS J. Verify ground dimensions and water pressure prior to construction. K. Notify General Contractor and Owner's Representative of discrepancies before beginning work. L. Irrigation sleeves to be installed by orcoordinated by general contractor. 1.06 QUALITY ASSURANCE M. Contractor must be licensed under Oregon Revised Statutes and have at least two years prior experience on similar scope projects. 1.07 REVIEWS N. Request the following reviews by Owner's Representative 72 hours in advance. 1. Pressure Test and Installation Review Upon completion of main line, with all valves installed, prior to backfilling, and at least one hour after the highest attainable static pressure has been achieved. Owner's Representative will review all pipe, fittings, joints, thrust blocks, bedding, valves and other materials for installation, and watertightness. Repair all leaks, and/or defects as directed. 2.03 IRRIGATION MATERIAL A. PIPE, r:rFflNGS AND SLEEVES 1. P\lC (Polyvinyl Chloride) Type 1, NSF approved as per ASTM-DL784, DL785, 0-2242, and Product Standard 21/70,22-70. All PVC pipe to be continuously marked with the manufacturer's name, kind of pipe, material, IPS, class, or schedule. Class 200 throughout. PVCfittings to be Schedule 40, solvent-weld type. Main lines (constant pressure pipe) 4" and larger connections to be made with "0" ring fittings or gasketed fittings. Sizes 3" and smaller to be so!v~nt- weld connection type fittings. 2. S!e~';\fes: Schedule 40 throughout. 3. Swing JoinfPipe and Fittings: As detailed or; 15" minimum "Swingpipe" or "Funnypipe" with transfer barb 90 ells at both ends and a marlex ell below the irrigation head. 4. Galvanized Pipe and Fittings: Standard weight, hot-dipped, galvanized and threaded. B. PVC SJLVENT CEMENT 1. NSF approved solvent for Class 1245-B&C PVC, through 4" 2. Conform to ASTM 0-2564. Industrial Polychemical Service Co., Inc., NO.705 or 711 PVC. C. CLEANER AND PRIMER 1. Industrial Polychemical Service Co., Inc., No. P-70, or type as recommended by PVC Pipe Manufacturer. D. VALVES 1. Shut-Off Valves: Bronze construction, Globe type, 125 psi-rated, threaded connections, with cross type operating handle designed to receive specified operating key. Manufacturer: Nibco or approved. Size according to GPM and PSI constraints at point of valve location with velocity not to exceed 5 FPS. 2. Drain Valves: 122 M %" brass manual globe drain valve E. VALVE BOXES and COVERS 1. Zone Valves: Ametek 12STD complete, each with locking lid. 2. Drain Valves: Ametek 6 or 10" Round 3. Double Check Valve: Carson Valve Box with lock down lid, Model 1730-18-3PL 4. Vacuum Relief Valve: Ametek 6" Round F. VALVE BOX KEY Designed to work with locking lid on specified valve box. G. CONTROL WIRE Provide according to manufacturer's wire schedule for valve specifications. 14 gauge minimum. Type AVG-UF, bearing U.S. approval. H. WIRE CONNECTIONS 3M Brand, DBY. Direct Bury Splice Kit.. I. UTILITY LOCATOR TAPE Approved metallic brand. 2.04 BACKFILtMA TERIALS A. PEAGRAVEL Sch irmer + Associates, LLC l A N I) LJ S F P I. ANN lNG, SIT E I) F. S I G N ANI) LANDSCAPE. ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 SCHIRMER + ASSOCIATES llC11^ND USE PlANNING, SITE DESIGN AND LANDSCAPE IU1CHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN Mf{ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT FIRST OBTAINING THE WRITIEN PERMISSION ANO CONSENT OF SCHIRMER+ ASSOCIATES llC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARlY, THE THIRD PARTY SHALL HOLD SCHIRMER+ ASSOCIATES llC, HARMLESS. PROJECT NAME: JUST BREW IT COFFEE CART SITE PLAN REVIEW . . . REVISIONS # Date Description PROJECT NAME Just Brew It COFFEE CART PROJECT ADDRESS PROJECT ADDRESS Springfield, OR PHASE 20 DEC. 2007 DATE ces DRAWN BY FILE NAME CHECKED BY SHEET TITlE Specifications . SHEET NUMBER L4 . _.~ 'J~~h T" .25 ~~ . () -I -' d)' hi t- <I () o $ <I + ~ III E Il I () d) r G G N @ ~ of' .CJ pCl~-eS A. Clearly and permanently label each irrigation zone valve with the zone number that corresponds to number in irrigation controller terminal. 3.10 VALVE BOX INSTALLATION A. Install plumb and square and flush with finish grade. Provide as follows at all Automatic Control Valves. B. Adjacent Automatic Control Valves may be ganged together in same box providing all other specified requirements can be achieved. C. Provide minimum 12" deep gravel sump below valve box. D. Permanently label valve type and zone number(s) on inside of valve box lid. 3.11 MANUAL DRAIN BOXINST ALLA TION A. Install plumb and square and flush with finish grade. Provide as follows at manual drain valve B. Provide minimum 12" deep gravel sump below valve box. 3.12 DOUBLE CHECK VALVE BOX INSTALLATION A. Install plumb, square and top flush with finish grade. Provide as follows: 1. Provide minimum 12" deep gravel sump below valve box. 2. Minimum clearance from valve sides to box is 6" each side, 6" top and bottom, 3" each end. 3.13 VALVE SUMP A. Provide minimum one cubic foot of specified pea gravel below each valve. 3.14 SPRINKLER AND RISER ASSEMBLY INSTALLATION A. General: Install plumb. Install spray head 6" from adjacent buildings and retaining wall or within 3" of adjacent pavement, curbs, header boards or planting edge B. Flush Mounted Sprinklers: Install flush with top of loam or Mulch at locations shown on Drawings. C. Install head wrench-tight. D. Install where shown on drawings. E. Compact earth under pipe at sprinkler heads to prevent settlement from pulling sprinklers below grade. 3.15 CONTROL WIRE INSTALLATION A. Exterior: B. Bury wires beside pipe in same trench. C. Bundle multiple wires together with tape at 5 ft. maximum intervals. D. Provide.72" loop in wires at each valve where controls are connected and at 100 maximum intervals between. E. Make electrical joints waterproof using specified connectors. F. Enclose All JOINTS in specified valve boxes. G. Use coded and labeled wires for each valve. 3.16 CONTROLLER INSTALLATION A. Mount controller as per owner or owner's representative. B. Clearly and legibly write in the space provided in the controller a verbal description of the location for each irrigation zone. C. Mount and wire as shown by manufacturer. D. Run low-voltage control wires in schedule 40 PVC irrigation pipe to 12" below grade. E. Provide PVC conduits as necessary where turning comers. F. Make all splices with specified connectors. G. Make all splices in a valve box. H. Provide an extra coil of each wire at each splice to allow for contraction of wire due to temperature settlement of backfill. I. Install, secure, and plumb. 3.10 PRESSURE TESTS A. Cap off electric valves and test with a pressure pump after installing and backfilling the main line. B. Maintain 100 psi minimum pressure for at least one hour without leaks or pressure loss. 3.11 FLUSHING A. After piping, risers,and valves are installed, but prior to installing sprinkler heads and backfilling, open valves and thoroughly flush piping system under full water head. Maintain flushing for three (3) minutes. B. Close all valves and cap all risers immediately after flushing. Use only PVC threaded pipe cap. leave capped until installation of heads or nozzles. C. Flush a second time after installation of sprinklers. Remove nozzles, flush under full water head for three minutes, and immediately reinstall nozzles. 3.12 BACKFILLING A. Remove debris, sharp rocks, and decayable matter from areas to be filled before proceeding. B. If native soil is not free of rocks then cover mainline pipe with 4" specified sand and place specified utility locator tape the entire length of all mainline pipes. C. Fill remainder of trench with stockpiled material or loam at plant beds and lawns, as soon as feasible.after Owner's Representative's installation review and acceptance of pressure test. D. Compact fills in maximum 6" lifts. Compact to match density of surrounding material. E. Should backfill show settlement during guarantee period, bring area back to grade with compacted fill, and replace any settlement damaged construction and planting. F. Do all backfilling necessary to bring all surfaces to finished grades. G. Wet and tamp earth in layers not over 12" thick until thoroughly packed and settled. H. Backfill the top 2" of trenches in plant bed area with loam or native soil free from rocks 3/4" or larger. I. Dispose of excess excavation off site. 3.13 ADJUSTING AND. BALANCING A. Adjust and balance the system as each section is completed to provide uniform coverage to all areas. B. Demonstrate to the Owner's Representative that the system is in operating condition. 3.14 RESTORATION A. Return all disturbed areas to original conditions after installation is completed. B. Replant or replace any materials removed during construction. 3.10 PROGRAMMING A. Prepare and Submit for approval the irrigation controller programs: Spring/Summer, Summer, Summer/Fall. Coordinate programming with Owner's Grounds Supervisor. B. Include: zone start time, watering duration, day of week, repeat cycle mode, program mode. 3.11 SYSTEM DEMONSTRATION A. Test system prior to demonstration. B. At completion of work provide qualified and trained personnel to demonstrate operation of the system and instruct Owner in operating procedures and maintenance. C. Individual performing demonstration shall be fully knowledgeable of all operating and service aspects of system. 3.12 CLEANING A. Keep the premises reasonably free from accumulation of debris. B. Remove all excess excavation or backfilling materials from site and clean all improvements soiled by work of this Section. C. Remove all debris, equipment, and surplus materials, and leave the premises in a neat and orderly condition at the completion of the work. END OF SECTION SECTION 32 9010 PLANTING PART 1 GENERAL 1.01 RELATED SECTIONS A. Section 31 05 00 - landscape Earthwork B. Section 32 84 00 - Planting Irrigation 1.02 ALTERNATES C. Refer to section 10 23 00, Alternates for possible effect on work of this Section. 1.03 DESCRIPTION OF WORK A. The landscape Contractor shall furnish all labor, equipment and materials for the planting of trees, shrubs and bioswale in accordance with these specifications. B The species and quantity of trees, shrubs, and ecolawn shown on the planting plan and plant list will be required. C. The material shall be planted at sites designated on the planting plan or as directed by the Landscape Architect. No substitutions will be made without prior approval by Owner's Representative. 1.04 COORDINATION A. Coordinate with other trades affecting and affected by work of this Section. 1.05 STANDARD REFERENCES A. Quality definitions, grading tolerances, root system condition, caliper height, branching, budding: no less than minimums specified in "American Standards for Nursery Stock", published by American Association of Nurserymen, Inc.; latest edition. 1.06 QUALITY ASSURANCE A. Contractor must be licensed under Oregon Revised Statutes and have at least two years prior experience on similar scope projects. 1.07 REVIEWS A. Request reviews by Owner's Representative 48 hours in advance. B. The following reviews are required: 1. Soil Preparation Review Owner's Representative will review soil preparation and finish grade prior to installation of plant material. Adjust finish grades as directed. 2. Installation Review: At time of Completion Inspection, Owner's Representative will review installation of all work of this Section. Installation Review will not occur until completion of entire area planting as defined by landscape Architect. 1.08 ENVIRONMENTAL CONDITIONS A. Install plant materials during periods which are normal for such work as determined by the following: 1. Biological season. 2. Specified environmental conditions. 3. Accepted practice. 4. After all major construction work has been completed. B. Installation not permitted during the following conditions unless otherwise approved: 1. Cold weather: when temperature is less than 32 degrees F. throughout the day. 2. Hot weather: when temperature is greater than 90 degrees F. throughout the day. 1.09 TIME OF PLANTING A. The following planting dates are recommended (times will vary with geographic regions): 1. Optimum time Bare root stock: December 1 to March 1 Balled and burlapped: December 1 to June 21 Container grown: Can be planted during most seasons of the year Seed: March 15 through October 1 2. Maximum time Bare root stock: November 15 to April 1 Balled and burlapped: November 15 to June 21 Container grown: Can be planted during most seasons of the year Seed: March 1 through October 30 1.10 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer and keep it in dry condition. Retain tags showing weight, chemical analysis and name of manufacturer. B. Protect products against damage, dehydration, sun burning, or freezing. C. Coordinate on-site storage of plant material: 1. Cover plant roots and root balls with soil or other accepted material upon job site delivery as necessary to keep moist. 2. Maintain until installation. D. Reject plants when ball of earth surrounding roots has been dried out, cracked or broken prior to or during process of planting. E. Furnish balled and burlapped (B&B) stock with solid, properly wrapped and secured, natural ball. Burlap to be biodegradable; twine at root ball top to be biodegradable. Stock 2" cat and up to be transported and handled with root ball in wire basket. F. Plants shall be carefully handled so that roots and foliage are adequately protected from freezing, overheating, drying out, sunscald, flooding, or other injury. G. Balled and burlapped plants will be protected if not planted soon after delivery by covering roots with loose soil or organic matters such as wood shavings, hemlock bark, or compost. Roots shall be kept moist until planting time. H. Container grown plants shall have been grown in a container long enough for the root system to have developed sufficiently to hold its soil together firm and whole. No plants shall be loose in the container. If not planted soon after delivery, they shall be kept moist by frequent watering. I. Plants not planted immediately should be kept in a place away from direct sunlight. 1.11 WARRANTY A. Work of this Section is included in project warranty specified in General Conditions. B. Additionally: 1. landscaping is included in project warranty specified in General Conditions. Plant material must be in healthy condition at end of warranty period, or for one full growing season following installation, whichever is later. 2. AU plant materials must exhibit satisfactory growth during the current growing season if planted on or before June 21, or that date in the following year if planted after June 21. Plant materials that fail to grow will be replaced within two weeks prior to September 21 or June 21 and be subject to a new warranty period. 1.12 PLANT LOSS AND REPLACEMENT A. At no additional cost to owner or landscape Architect, replace plant material not surviving or in poor condition. B. Perform replanting during next planting season, and follow these specifications. C. Contractor not responsible for plant loss or damage caused by vandalism or lack of maintenance. 1.13 TREE, SHRUB, AND GROUNDCOVER ESTABLISHMENT AND MAINTENANCE A. At Plant Beds: 1. Protect and maintain plantings until final project acceptance. 2. Water, weed, cultivate, mulch, reset plants to proper grade or upright position. 3. To ensure healthy growth, spray, prune, remove dead material, and do other necessary operations. PART 2 PRODUCTS 2.01 PLANT MATERIAL A. Sizes, grades, and conditions are keyed on Plant list shown on Drawings. B. Provide sufficient plants no smaller than indicated to complete work shown on Drawings. 2.02 PLANT MATERIAL QUALITY A. All plants shall be nursery grown unless specifically authorized to be collected. B. All tr~es and shrubs shall be in a good, vigorous, healthy condition, free from disease and injury. They shall be hardy under climatic conditions similar to those in the locality of the project. C. When specified plants are not available within a reasonable distance, substitutions may be made if approv~ by the landscape Architect. D. Unless ml.llti-trunked plants are specified, trees shall have a straight single leader, uniform trunks; full, even branching, grafts at ground level, and well developed root systems. 2.03 MATERIALS A. MULCH 1. At Plant Beds and Trees: Rexius Garden Compost or equal. B. COMMERCIAL FERTILIZER Uniform o:>mposition, dry, and free flowing, with the following chemical analysis: 20% Nitrogen, 10% Phosphoric Acid, and 8% Soluble Potash; with 80/0 Nitrogen slow release. C. TREE STAKES 2" X 2" X 3' Doug fir stakes. 2 at each tree. See Tree Planting DeatH on Planting Plan. D. TREE TIES Grow-Straght Tree Ties, or approved equal. 2 at each tree. See Tree Planting Deatil on Planting Plan. E. LOAM Imported, natural, fertile, friable sandy loam: free of rock, clay, subsoil, clods, plants, roots, weeds,sseds and other deleterious material. F. ORGANiC MATERIAL /4. Steer Plus by Rexius Forest Byproducts: Eugene, Oregon or approved. G. LAWN (Ecolawn) - Hobbs & Hopkins Protime 710 POX-Plus Green Cover Plus Flowers a. SeEld: Fresh, clean, dry new crop seed complying with the Association of Official Seed An2~y'stSs "Rules for Testing Seed" for purity and germination tolerances. b~<Mix 8p follows: Con1mon Name 1. PR8820 Perennial Ryegrass 2. Eureka Hard Fescue 3. Dwarf Yarrow 4. Dutch White Clover 5. Perennial lupine 6. "Salina Strawberry Clover 7. California Poppy 8. Sweet Alyssum 9. Shasta Daisy 10. Glodetia c. Purty: 98% by weight d. Germination: 90% Percentage by Volume 56% 15% 7.5% 6% 4.5% 3% 3% 2% 1.5% 1.5% 2. Spread 60 Ibs. Commercial Fertilizer per 1000 square feet of plant bed and thoroughly mix into the top 8". 3. Rake smooth and set finish grades eliminating all uneven or low spots setting grades for positive drainage. Remove all debris, sticks, roots, clods, and rocks larger than 2 inches in diameter from the top 8 inches. 4. Allow for mulch at adjacent edges. 5. Compact to 80% dry density B. At Trees: 1. Thoroughly mix five parts loam, one part Organic Material and 5 Ibs. of Commercial Fertilizer per cubic yard of mix for backfilling trees. C. At lawns (Bioswale) 1. Till to a minimum depth of 8". 2. Spread 20 Ibs. Commercial fertilizer per 1000 sq. ft. and till to a minimum depth of 4". 3. Rake smooth eliminating all uneven or low spots, and set grades for positive drainage. Remove all debris, sticks, roots, clods and rocks larger than 3/4" from the top 4". 4. Roll two directions with full lawn roller and rerake smooth eliminating all uneven or low spots and setting final grades for positive drainage. 5. Compact to 80% dry density. 6. Installaltion quantity as per maufacturer's specifications. LANDSCAPE BID ALTERNATE #1: Spread 4" organic material at all lawn and plant beds prior to first tilling. 3.05 INSTALLATION OF PLANT MATERIAL A. Plants shall be placed in the center of the holes, plumb and straight, and at such a level that the root collar should be above the surrounding finished grade as follows: Trees: 3 to 6 inches Shrubs: 1 to 3 inches B. All wire shall be removed from the tops of burlap balls. C. Container grown stock shall be removed from container with minimum damage to roots and placed at bottom of hole to assure no air pockets. D. Soak all container grown plants or B & B plants before planting. E. Set plants plumb and faced for best appearance. F. Cut and completely remove twine and other fasteners from root ball and turn burlap down to sides of ball. Neatly cut off broken or frayed roots. 3.06 SHRUB PLANTING A. Set out container plants at specified distances and adjust so the plants fill the bed evenly. B. Dig holes as necessary so that mulch will not cover lower branches and so that plant crown will sit at or above the surface. 3.07 BACKFILL A. After placement of planting stock, hole shall be half filled with soil and then thoroughly watered to settle soil and exclude air pockets. B. Finish filling planting hole to finish grade levels and water again. A minimum of tamping of fill may be necessary to assure that no air pockets are present C. Thoroughly water each plant and entire bed immediately after planting. 3.08 TREE STAKING A. Stake all trees as shown on Planting Detail. B. At planting, bracing stakes should be installed on all trees larger than 1 1/2 inch in caliper before the roots are covered. The stakes should be strong enough to hold the trunk rigidly in place. Place the stakes 3 to 18 inches from the trunk before the planting hole is filled. Fasten the trunk to the stakes with tree ties, canvas tape or loops of wire passed through a section of rubber or plastic hose or similar soft material. 3.09 MULCHING A. Provide Mulch 3" thick within 24 hours after planting at all plant beds, and tree plantings. Hold top of Mulch down 1" minimum from top of adjacent plant bed edges. B. Remove excess Mulch from foliage of all plant materials. Remove mulch from all adjacent surfaces. 3.10 CLEANING AND REPAIRING A. Clear and remove all rubbish, vegetative matters and miscellaneous objectionable debris from the site. B. Do not bury any foreign material from the construction site. C. Remove any buried foreign material when encountered. D. Maintain sidewalks and paved areas clean at all times. E. Maintain vehicles and equipment in clean condition to prevent soiling of roads, walks, and other paved or surfaced areas. F. Including work of other sections, clean, repair and touch up, or replace when directed, products which have been soiled, discolored, or damaged by work of this section. END OF SECTION PART 3 EXECUlION 3.01 EXISTING CONDITIONS A. Verify Qround dimensions and elevations prior to beginning work. B. Notify Landscape Architect of discrepancies between drawings and site. C. NotifyGeneral Contractor of defects requiring correction by others. D. Do notstart work until conditions are satisfactory. 3.02 PRECAUTI<JNS A. Protectexisting improvements against damage, soiling, or discoloration. B. Repair or replace damaged, soiled, or discolored material when directed by Owners Representative. 3.03 PLANT PIT EXCAVATION A. Tree pits shall be excavated as per planting detail on Planting Plan and/or as specified in Earthvork Specification. B. Shrub pits shall be excavated 3 to 6 inches wider than the ball of earth or spread of the roots and 3 inches shallower than the root collar. 3.04 SOIL PREPARATION A. At Plmt Beds: 1. Till to a minimum depth of 8" Schirmer + Associatesl LLC I. AND U S F P tAN N lNG, SIT f DES I G N AND lANDSCAPE ARCHITECTURE Eugene, Oregon 97401 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com SCHIRMER + ASSOCIATES liC, lAND USE PLANNING, SITE DESIGN AND LANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PlANS. THESE PlANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER+ ASSOCIATES liC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARlY, THE THIRD PARlY SHALL HOLO SCHIRMER+ ASSOCIATES LLC, HARMLESS. PROJECT NAME: JUST BREW IT COFFEE CART SITE PLAN REVIEW . . . REVISIONS # Date Description PROJECT NAME Just Brew It COFFEE CART PROJECT ADDRESS PROJECT ADDRESS Springfield, OR PHASE 20 DEC. 2007 DAlE ces DRAWN BY ALE NAME CHECKED BY SHEET TITLE Specifications . SHEET NUMBER L5 . 0 --1 --1 di IU I- <( 0 () $ <( + ~ . IU E Il I 0 d) r e e N @ q ot q fXl1es