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Home My WebLink AboutPlan, Tentative APPLICANT 6/2/2009 AFIYA SPRINGFIELD, OREGON Sll E R =VIEW PRE-SUBMI'I I AL JLNI:: 1, 2009 .., ~ .... . PROJECT DATA PROJECT TEAM INDEX AFIYA SITE AREA SUMMARY: 4/2412009 SITE ACRES 0.29 12,576 SF NUMBER 0F UNITS c 16 DENSITY (UNITS IACRE) 55.42 BUILDING FOOTPRINT 5635 0.4~ NEW PARKING 2132 0.2~ 1 PA TIOl SIDEVvALKS 1092 0.1% TOTAL IMPERVIOUS AREA 8859 0.7~, LANDSCAPE AREA 3717 0.3~ AFIYA BUILDING RESIDENTIAL AREA SUMMARY: NO. TOTAL UNITS AREA 9 4410 3 1794 2 1064 2 1016 16 8284 RESIDENTIAL STORAGE( cf) RESIDENTIAL UNIT AREA UNIT TYPE A UNIT TYPE B UNIT TYPE C UNIT TYPE 0 184 408 192 192 490 598 532 508 TOTAL OF RESIDENTIAL J OPEN SPACE SUMMARY REQUIRED OpEN SPACE 125~ of Gross site area 10% (12.576 SF) Exterior Courtyard, breezewway, OPEN SPACE PROVIDED porches 1 st Floor Meeting Room (Interior) 2nd Floor Recreation Rm (Interior) 1717 360 425 TOTAL PROVIDED 2502 GROSS AREAS ENCLOSED EXTERIOR GROUND FLOOR 4110 1521 SECOND FLOOR 4048 1168 THIRD FLOOR 3597 1168 TOTAL 11755 3857 15612 OW \J = ~ SHEL TERCARE 1790 WEST 11TH AVE EUGENE, OR 97402 T: 541.686.1262 F: 541.686.0359 CONTACT: CARL KERN A~C-- T=CT A~C;_T=CTU~- CV- BERGSUND DELANEY ARCHITECTURE AND PLANNING, P.C. :1369 OLIVE STREET EUGENE, OREGON 97401 T: 541.683.8661 F: 541.683.1136 CONTACT: ANNE DELANEY, AlA CO \lTI ~CTO ~ MIELI CONSTRUCTION COMPANY 10 VAN BUREN EUGENE, OREGON 97402 T: 541.485.1417 F: 541.484.0524 CONTACT: CURT MIELI A100 COVER SHEET, PROJECT DATA A101 SITE PLAN A102 FLOOR PLANS, UNIT PLANS A103 ELEVATIONS C-001 C-002 C-003 SITE ASSEMENT OF EXISTING CONDITINOS UTILITY PLAN GRADING AND PAVING PLAN -A 'J )SCA :> = LA-1 LA-2 LA-3 TREE PRESERVATION AND REMOVAL PLAN LANDSCAPE PLAN LANDSCAPE AND IRRIGATION DETAILS AND SCEDULES ,- 0\1 ,,\/00 9-00 ~.~ ~0 .;~t~~tTTItL MTGq S\TE rmlJ T8uTA-TxuE- Br~#~~cJ1 Aftytt 4pa.f~ G ~ cao ~ 00 ~ U ....; ....... ~ ~ ~ 'ii ~ ~ ~ I/~ .~ ~Tl ~ ..... 0 l- ~ ~; ~ ~ ~ ~ ~ (3< 0 i u 6 Mt~ 1 tat) &3 ~T 1 - T 1 ~ ."", 1 ~n ~ oW C) II II II ~ CI) C) ~ 0 0\ '0 ~ Joof ~~~ fi2 ANNE M. DELANEY n ~UGE. NE'ORE~ON .. ~ ~~ 3669 'f.(j' U~41 eEROSUNO ~ MCHlECTURE /oK) Pt.ANNING Dr~Y ~.JES ITS COMMON LAW coPYRIOHT - ANQ OTHER PROPERTY RlQiTS .. 1HESE PLANS. 'tHESE Pl.AHS lIE. NOT TO BE REPRODUCED. CHANGED. OR ......co) IN Nt( FORM OR IllANNER WiA~ NOR lIE. 1HEY TO BE ASSI~ TO A - lHlRO PARTY Wll<<)UT FIRST OBTAlNlNGlHt WRlTlEN - f'EJWISSlON /oK) CONSENT OF 8ERGS\H) DELANEY - ARCHllECl\JRE AND PUNNING. .. 1HE E\4ENT OF UNAUlHORIZED REUSE Of' 1HESE fUNS BY A lHIRO PARTY. THE lHllI> PARTY SHALL HOlJ) BERCSUNO OELAHEY AROflTECTURE AND PLANNING HARMLESS. I - REVISIONS 1 2 3 4 5 en I I ZW W (Y Z ~<(t-O .c;;. () W (!) .w , W 0:: (Y ~O .A". ~ (f) 0" ~WZ...J a.. <~ <(~~t3 W,....... z 0- 0:: .A". i ..- Q. ~ I en >-en u.. <( COVER SHEET , date file d.b. OS/29/09 JAR ~(O)(Q)l , . ~ BY \ 0 f'~~ I) ~. , ~ r'~'-'''''-'-'''''-'''''-'-'-'''''-'---'-'''' ALLEY 9 ~ i ._....._._._._._._._.__._.__.....___.__....~___._....._._..... ._. ... 0 i ... -.--.-....-.-.-.........-.-.-.-.....---.-.....-.. - l- i ...-.~._.~._._._._._....._._....._._._.-.-._.....-.-.-._...._. . _._._._._._._._._._.~.~._._.~._._._~ i .-.-.....-.-.....-.....-.....-.-.-.....-.-.-.-.-.-.....-.-.-..... ..-.~._._._._._._._._'-" -.-.-.-.--.-.-. _._._._._._._._._._t_._._._._._._._._. ,::, ~'-'-'-'-'-'-'1 r ;.. .1 N ('f) X \1 i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i l,_ .-....-............ .--.~._.-......_. ...................-.. RECYCLE! TRASH ~ ~ ^ ~ -/'-'-. "- - 0) ~ I I I . 6'-6" r ~t;-____________J---------------------~c-A~~~~~~~~" TV l!" f-----------------------m-------- , :~', ", . 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I:! . ~," : i f ~ L---, c_____.._________________"~ ,"',' r-~ q 'IT: " ,--7'----....,. i r.-]]GJ'~:..~m-. I ! E:)l C'\, I j _, I : p . "'\_ ~ -~ /~ ' , , , I,," - I /' ! : '.-f y _!I!'1...- 1/. i I s:: "" -', I . +1' , r:" i.. r- : I '" I i I 1-_ _m ~_____ ___ ____ \1. J : r' I.. ! --- .--- ..-" - - --- .--- --- -, --- 7i :;-- ,--- -- --- -- ---- --- : +----------7,(----------- ~ ----~ · r · · " I · ' · , ! i '\J' .' r ~' ,..",," ll" i "'\ 1'\ I'r I // ! \\ j : ' I _"'\__ : l' \ · I ; 'f' " I \ 1 : ,': \~.;v: /:\ I : . .J., '. : I: \ : , . ai' ~\ 'I: \ I : :' ,~ , : I : \ '- : 10'-lJo' I 1 7 I ~ x' ! / ! \ .... I . : ........... " . l : \ : : . /'-, : I · \ ' I of '//'-... I" \ I l 0, all L___ . / , ! "''-......, I , I \. ! ~ ;____________ / V' J' ./ I' " \ ' , ----------~ " L~___=______j_____________::.._~-----I---t=______=:=__~_~t:~~_~~:_=~l-----..J 9 Co 150 FT. HOSE LENGTH // , - exSITING PL TO FIRE ACCESS LANE; Al,.L CURBS TO BE PAINTED RED WITH WHITE "NO PARKING" EVERY 15 FT.; SIGNS TO BE: LOCATED PER FIRE MARSHAL 29 28 12'-7" {- i i i i i i i i i i i i i i i i i '. i i i i T AXLQT # 4800 T AXLOT # 4900 27 r- a 18 (ADA) VAN a TAXl-OT # 4700 "\ 20'-8 1/4. MODIFY EXISTING LANDSCAPE AREA FOR FIRE ACCESS a EXISTING RESIDENTIAL & ADMINISTRATivE OFFICES (9 UNITS) (:) ~ , f... 'iii' ~ a 150 Fl.. HOSE . .JENGTH " ~ ! I i i i i i I i i i i i i i i i I i I i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i . i .,._._._._._._._._._~ ' l, -.-.-.---.-.-......-. ' ~._.~.~._._.~._.~._._._._.- ~ .---.-.-.. "- .. . . ./ 26'-0" . , . J' . SHARED ACCESS DRIVE' IRRNOCABLE EASEMENT TO BE RECORDED 17 / / I EXISTING CHURCH & OFFICES PROPOSED NEW PROPERTY LINE 16 15 EXISTING EMERGENCY HOUSING (4 UNITS) 3 5 4 6 7 2 --- ~. ! .. NEW CONCRETE APRON TO EXISTING GRAVEL PARKING' SEE CIVL ' 14 ADA EXSITING PL TO BE ADJUSTED T AXLOT # 4600 EXISTING GRAVEL PARKING AREA TO REMAIN; SPACE LAYOUT SHOWN FOR PARKING CALCULATION PURPOSES ONLY. EXISTING ~ETAIL SHARED BACK FLOW DEVICE FOR FIRE LINE (PROPOSED) / - .~._,_.~.--.. / I _._._._._._ 13, ',. ' .....~.__4........ .--.~._.... '~.--f",,__ '-.- ~._._., ..--.--.-.--- / / ! . _ --.....~--...........J'. ................- ..~. ............................. .......... .. MODIFY DRNEWAY APPROACH PER ODOT AND CITY STANDARDS' SEE CIVIL ' 11 10 12 9 8 .................... .........-.~.-..... ..................... .....-....~.......... _......,~ -.....~-........._... ......................... ....................... i .r-....., i .i I i i i ............'....._..... . .. SHIFT EXISTING L TO BUS STOP 10 FT. TO THE EAST -- \ - -- 7 I .. @S'~= :J _A \j .11 ELECTICAL TRANSFORMER (PROPOSED) \J ~ ~~~ ~/. ~ ~ ~. :..L1 .; ~ ) l~ ~ ctT. (/ ~ c{) ',=, -< M ~~ ~ i ~T- .Tl o~ ~r\1 ~. )', 1 ~ II II II -- ..... 'oC 'oC 00 ~ 00 "! .... . an -ij E-t ...... o ~ CI' ~ o 8 u be &3 oW U ~ en u ~ o 0\ '0 C"f') .... ~D DELANEY ARQillECTURE ANa PlANNINQ .. ~y RESERVlS IlS CQNOH LAW COPYRIGHT ,..,., OTHER ~TY RlGHlS IN MSE neE PW-lS ARE NOT TO BE RE.PRoou~s. VtH~ANGED. OR <M-IW IN NfY FORM OR MANNER lSCXVER. NOR ARE lHP' TO BE ASSIGNED TO A THIRD PARTY MTHOUT rll\S, OBTAlNINGTHE WRITTEN JlERWlSSlON AND CONSENT ~ BERGSU AROllTECTURE AND PLANNING. IN n:O ~N ~~~.ON~TH~~3T'iTH~~~ ~~: - otI..ANEY ARQillEClURE AND PLANNING HARWLESS. - REVISIONS 1 2 3 4 5 en LW W~ .2:<( U' (Y,-Y <(W n <(W ~~ u... <( Z 1-0 we!) WW 0::0:: 1-0 CJ)- z9 -W <C- ~LL ('\Ie!) "Z 0- ~o:: a. (j) SITE PLAN SITE REVIEW N date file d.b. I i -y- EXISTING SITE i OBSURING FENCE . ALONG EAST PL - NEW 6 FT. SITE /1 aSSURING FENCE 1" = 1 0'-0" 05/29/09 AMD IA ~(Q)1 ...... ~ 00 ff'\ 00 ~ \J ~ ~ ~ ~E-a o~ J ~ t{) ~ it o~ ii fh: ~ II o.~ ~...~ ~..~ ~~ ~~ ...... o ~ Cf' ~ o u -= U bQ ~ 08. I '------"' It u n II ,.".-----.......... , , , \ , \ I I o !! II !! !! !! !! !! II II ii / / / I I I I 1 \ , \ " , , ...............__.:.-..-/ .-----.., , / / / I I I I 1 \ , , , , , \ \ \ I I I I I / / ,,/ 1 I I cO! 1 .w U ~ V1 u ~ o 0\ '0 C'f') ~ / / / / II II .-,-.-----.-.-.-.-. .-.-.-.-.-.-.-.-.-. LJ [I] '_0_'_'-'-'-'-'-'-'-' ,-,-'-'-'-'-'-'-'-'-' r-fli I~I I I I 1 I I I I r~-r---------, I ),,-,--r--, I / I II " I / I I I , L---J.--.I 1 I \ I I I , 1 L _ _1_ _ _ _ J. _ __ _ _ J : :0' : II I I I / I // 1,/ I I I I _..J ,.----.............. / , / , / , / \ I , I -----"1 \ I I I I . I L '-F-----,----, r,-----ll-' I I I \ I I I / 1 I" 'I I / I L__~--.-.ll 1// 1 I '-_ -r---1 I L - L I .-.1 .m. .m ...-.---....... , / / / I I I I I \ , \ , ., '..... , , , , o ,......----........ 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LAN A102 @.5..U.NIT.C..PLAN A102 @UN.ITBPLAN.-.AD.A..Ace.ESSIBLE A102 '.' 1/4"=1'-0" @ UNIT A PLAN A102 ' 1/4"=1 '_0" 1/4"=1' _0" 1/4"=1 '_0" 1 . I I I ------ - I . -I - '. -[]'[D~~ ~ J{ ~ - ~[[J~ Jr- ~[] [[J; ~ - BJ~ ~[[J~ r= BJ~ BJg ~ I-- BJ~ - - - - - --- / ' / , i.- I \ I \ ~<,-,-,-,-<= UNITA . U~IT A UNIT A . UNIT A "); --- / , / , - I " ~<,=,=,=,=" UNIT B UNITA UNIT A -); . 117~ :! .'-""':_::::0'" .. II ~II 'IT, ~ T-r: I -,.......... I v ~ /--', .IT / " I ,. -. ~{\ 'JO ~l.Q.. I L,--j ~ ~:; '''7 - ~J - - CJL,. 7_J II .. :-:-:-:-:= ii \..1'Nf " r ...,.....[ , _ _ 1 I / ' I I ' :~ \" if) fA. '( -r- ---/ ~ ilL I LJ])E[ - C' ~ -; UNITB ...1 V-'D" 10-:_:_'_:_:, I\.. J.) !! 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' I / ,.\--, ' _..l~__-!,' \ I I I"" ,\ -1-1---..J1 \ ~/I..J I I \ \ / I --k__)-.I_ IY ~', '--l/ / I " '==// lJ--.-l ..... - -I" I I D d .~ . - - -~~ME3-- ~ 1 ,-- STORAG = I I r-- I' I L__.J I 1 I L__ I D ~--~ ,... ii ~ .... '. :" -;--.-----;--~/- f=;;;: . t I. :: ~:: " I " I . I I I I I I I I I I '-- --' . . r-l -;--.--;--U--~- ;;.- J : ~ : : : I : : : : I f J J I I . . I I I f I I f I I I t I f I I I . ; 0 il( I ill . ~I\ f1~ D -------- -------- ~ 1 ) ..,.. I c[]l .".! (l ~ ~ D I ~ II II II II II I I . \ f'-- I 1 I I 1- 1\ L_ - ~ :~ I ~ . LOI ay RECREATION RM I I [J FLOOR PLANS UNIT PLANS (l - -- '1--== / ,'-'.. / 'I ...... It ; ~ \ 11.0' ,.....--,,/ ~ m-; UNITO ---I-.... o OFFICE "'- III u COMMUNITY ~ II 1\ ~ D ,..--- OFFICE fi , ////// ( ) I~~ ",' ....... / , // // ""'" 1 -- -- () ~D 2009 CFC - .. " ////// ////// """"" [[ill] ~~ I . 7CJ I () I--- ~ L--- II I ~ L) : . " . ..;.; .. - L....-- - . . ------ - date OS/29/09 file JAR d.b. SECOND FLOOR PLAN (THIRD FLOOR SIMILAR WIO RECREATION ROOM. Q;;) FIRST .FLO. O. R PL.A. N A102 178"=1 ''':'0'' ;\ '"-'. l \,.: '-(~ . , .-r '.iI' ... ~ 12 +36'8" ~ 12 - 12 12 TOP OF ROOF .. ~~6 ~~6 ~ ~ ~ ~ ~-- ASPHALT SHINGLE ROOF ~<< f'i' ~ fY ~ HARDIE PANEL SIDING ----- ---- WITH HARDIE BATTENS . .' " OJ CD . I" , / HARDIE PLANK LAP SIDING , ; , VINYL WINDOWS WITH 41lTRIM " / 1/ ./ , ~ 7 7 " " , / +19'-0" ~ - - - - i-- -/ , 7 THIRD FLOOR / - []J OJ I---"- i--- t--- " , - - I- - " - - -- +10'-0" A.. ~ SECOND FLOOR V :....-- OJ -- '- - +0'-0" A.. '" " ,,' FIRST FLOOR V ~6 ~16 +35'-0" ~ ~ ~ " ~ ~ TOP OF ROOF' '" ~ ~ ASPHALT SHINGLE ==4 ~ I'" HARDIE PANEL SIDI r..,.. K~ WITH HARDIE BATT ~~ == I U- m V HARDIE 'PLANK LAP / VINYL WINDOWS ... /' /' , / +19'-Q" ~ ~ I , /' THIRD FLOOR ' '/ ll= ~ IW , .............. +10'-Q" A... I I SECOND FLOOR V , I -:t:: :=J} .[1] CD I- m - ~D I-- I- - ~ I- .... .... - l- t-- - - I-- I- - i-- ~ i-- l::=:: +--- i-- ~ i-- ~ +0'-0" ROOF NG ENS SIDING WITH 4" TRIM FIRST FLOOR ~ @ WEST ELEVATION (FRONT) @"3,...NO",R,...,."","""'T,..".HELEVATION A103 ' ,,' 1/8"=1 '_0" 1/8"=1 '-0" 12 12 +36'8" ~ +35'-0" ~ TOP OF ROOF - ASP HAL T , ,"- TOP OF ROOF SHINGLE ROOF - ~ ;;;;:16 '?~ ~ HARDIE PANEL SIDING WITH - --- ARDIEBATTENS I'" II 1\ II I , I m B III II~I 2 OIIJ nn ~~ , III 111111111111111 ~ I IIlIIIIJ 111111111 VINYL '.\(INDOVVS ~ -E +19'-0" A r---1 - - - ..... WITH 4" TRIM ----..... r--... L ' ., THIRD FLOOR V ............ C=J t:::= 1m t=U= .. - .........u " " r--- HARDIE ,~ " aID ... .... nn . LAP SIDING , r , " nil IlIlImOI [I] 111111111 " J , --- - I.- + 10'-0" A... ~ ===I t SECOND FLOOR V , 1~ ' I , L ~! , C::::Jt= f :1= ::::IE ~ I ... .... !-' . , II DO , +0'-0" ~6 ~6 -~~~~ 12~ ~ ?~ ~ ~ ~ , l:= m ~t,.-- 12 DID ~~ nn ~/ ,,,. I~II III II 11111111 111111 rn m III III I ~/ ,....... -- ../..........~ ../ A(Y/ ........:'-. ' .I" .A' I- - ",,'/ .........'" f:::: // .........~ g/ ',:~ II , ~ o::r:IJ a:r:o I ~/ nn nn L III I ] II II ~1II1111 ,I 1111 m WI ~ V7 ~ - ~ IlUf - S ~ , ....... 11111 II II - I.--- llUJ II , ------ - n ~ i--- D ' , aID i--- DO i--- [ - i--- - i--- DO 10 DO ~ ASPHALT SHINGLE ROOF HARDIE PANEL SIDING WITH HARDIE BATTENS H HARDIE LAP SIDING +19'-0" ~ THIRD FLOOR ' . ~ - . +10'-0" ~ ECOND FLOOR' , VINYL WINDOWS WITH 4" TRIM +01-0" ~ FIRST FLOOR. . FIRST FLOOR ~ @ EAST ELEVATION A103 Q;;) SOUTH ELEVATION 1/8"=1 '-0" 1/8"=1 '-0" ..... ..0 '" 00 ~ 00 ..0 U ; ~ ~ Q~ ~~ z~lc; ~z ~ ~ ~< ~ ~ ~~ i 1 '-T' ~ .1 ~r=\1 ~~~ ~ .... IIj u ~ o 0\ '0 ~ M SERCSUND DELANEY ~ITEC1URE AND PUNNING EXPRESSl. Y RESER'iES 11$ COWNON LAW ~'tRlGHr AND OTHER PROPERTY RIGHTS IN THESE Pl.ANS. THESE PlANS ARE NOT TO BE REPf<<lOUCED. CHANGED. OR COPIED IN ANY FORM OR WANNER YltIA l'SClEV€R. ~OR ARE THEY TO BE ASSIGNED TO A "Q-IIRO PARTY W1lHOUT FIRST OBTAlNINQlHE RTTEH PERWlSSlON AND CONSENt C7 BERGSUtfO OELANEV ARCHITECTURE AND PLANNING. IN THE EVENT C7 uNAUTHORIZED REUSE C7 THESE PLANS BY A lHR) PARTY. THE THIRD PARTY SHAU. HOLD BERGSUNO on.ANEY ~ITEC1URE AND PLANNING HARWt.ES3. REVISIONS 1 2 3 4 5 en ~w w e:::: z --=:::: <( .... 0 ..r::::: () w C> I- WW a:: 0::: e:::: e:::: ~ 0_ <( w ~g c..1-~~ <( -.J N C> W,.......z 0- 0::: <( :r: ~ 3i >-cn - LL <( ELEVATIONS SITE REVIEW date OS/29/09 file d.b. AMD .r , I IA 1I(Q)~ I ~ ~ . ,. SCALE r .. 20' ~ <..0 lr> f . T 1 I t.f) ~ cO <.) <0 0 10 20 40 ~ 0 . ~ . x w Area Summary SUBJECT PROPERTY AREA: 45.408 SF DEVELOPMENT SITE AREA: 33.205 SF EX 8LDG AREA TO BE REMOVED: 140 SF EX AC PAVED AREAS TO BE REMOVED NEHCU..AR USE}; 150 SF EX AC VEHCUlAR USE AREAS REPlACED WITH CONCRETE SDEWALKS: 385 SF 17 03 35 41 TL 5000 2.l' TL 5000 . SPRNGFaIo HGH SCHO:>L _ G iT. t; t; tn I I ~ . PARK Mff,i,;.( sa-tOOL F S1 e S1 ~ o S1 . BAATTm SCHOOL C S1 if ~ ~ B: S1 en g if iE'^ ST. :t a ST ; ~ VICINITY MAP NO SCALI --@-~ I,S " ~~ ~ N.otes ALL TAX LOTS SHOWN ARE ON ASSESSOR'S MAP 17 03 35 41 UNLESS NOTED OTHERWISE. THE SUBJECT PROPERTY CONSISTS OF FOUR (4) TAX LOTS (4600. 4700. 4800. &. 4900>' THE DEVELOPMENT SITE CONSISTS OF TWO TAX LOTS. 4600 (I096 MAIN ST) AND 4700 (NO ADDRESS). FUTURE ADDRESS FOR THE SITE IS ASSUMED AS 1082 MAIN ST. THE SITE IS NOT LOCATED WITHIN A 100 YEAR YEAR FLOOD HAZARD AREA. ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY. ON-SITE SOILS CONSIST ENTIRELY OF MALABON-URBAN LAND COMPLEX (76) AND THE DEPTH TO THE WATER TABLE IS GREATER THAN 6 FEET. A GEOTECHNICAL INVESTIGATION WAS DONE FOR THE SITE BY FEI TESTING &. INSPECTION. INC AND CONFIRMED BOTH SOIL TYPE AND WATER TABLE AS LISTED IN THE SCS SOIL SURVEY. MAIN STREET (MCKENZIE HIGHWAY). ADJACENT TO THE SITE. IS WITHIN THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORTION (Ooon AND IS SUBJECT TO ODOT ACCESS RULES FOR THE SITE. EXISTING POWER IS OVERHEAD ALONG MAIN ST. & WITHIN THE PUBLIC ALLEY ALONG THE NORTH SIDE OF THE SUBJECT PROPERTY. THE EXISTING BUILDING (1096 MAIN) ON THE DEVELOPMENT SITE IS SERVED BY OVERHEAD FACILITIES FROM THE ALLEY AS SHOWN. ELECTRIC SERVICE TO THE NEW BUILDING AS WELL AS TO THE EXISTING BUILDING AT 1096 MAIN WILL BE UNDERGROUND AS REQUIRED. NO SIGNIFICANT PHYSICAL FEATURES EXIST ON THE SITE EXCEPT FOR THE TREES AS SHOWN HEREON. NO WATERCOURSES EXIST ON OR ADJACENT TO THE SITE. THE SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. o SITE ASSESSMENT OF EXISTING CONDITIONS ....~..... .. . . ... .........~~..~.... ... .~......~..~~.~ .. .~.. . . ......~" .~. SANIT MY SEWER MANHOLE. STA. 9+5T\.4. " RIM · 460;99' If. · 455.5' \ ~.' .. @ ....... -"- -'-, - <.) :J ~ SANtT ARY SEWER a.. >- t!ANHOLE ST A. 4.68.4 o ~ PPOLE P.POLE 255.0' RIM · 459.7~' :t:ci ===,=0.99099 NO,990~. 1i.-454.5 ~_ -"....... ,~___ _ _____ '-.. _ . ___-~7F'.:.--;-,-~= ~-~-.-:'.-: .",-: ~.~-~' '.'''~'. ~~~. 7~" :~~".''''A'~-'' . ~:~ '~@'.~ :~. ~-:~~':":-',- f.> ,A.E:X ~C'RAV- ~L~Y' ',,':>.~: ' ~ :; .: <" _____________ .to "/ . .A . to. .,,~X AeJ PAV AU~b' . A. to . ~.d. ... . . 46\.f . to. 'r . ..13. ~. '". ..d.,~''''..'.d. ~. S,. A., \11'.. tSAH..... -" .... 'I....~". .' ._to . . '. . to. . . .....;m ~'.. . , ... ....... .eo .' lA.... ~<<$~ ~'..A ... .!:_._ '__:"'-';"'-":'~':'-"':-:-'....-.-:--~*-'..' . ." ........:::... -7'-~.:'.":':-:-i-:- $' SAN . ... . .. . ... ~ -vnn.. . . . . . . . .. . ." ... . . ... . f . . .. . .;j . ..:. - ~ r -'- - - . - - - -:'- .,....... . . r; ". ". .......... . ". . (. . . . ....,... ~.: .. ". ..eo ..' .,.. _'O'..;..-..:._...;_......::.-.....-~-~-l".-r'~-t-.-~":"-:-':":-7-;-(-:--.-:'--.-:--:--:-::':-.."':".-:'.-:-~-::--.-::-.:-:-::-~.-::-::..\ ........... .....11 .. '" ,.., . " :. ,', ,',', " ,~, \... ~ ,,,lr ~. I.(l.,~A" _________,---,..., ......_ -:-1""-:--:--'-" . '. ' '. . '. . '. ' '. . . . . I . '. ~. ." .. \ i I "J I I '" '~Ii" . " ~ r. x ~ y. __ ~ ..:...... ..... . ..... .,:--. .......... .'. . . . .' .' ~, '...1.111..1;.",111.,"' .,.,~. ' -"'" . EX eB. NO.1 '~.' I ~ ~ \', II II: ~\ M - 459.31 8- If. S-458.2 "",. \ \:i - 8' SMf P .POLE :p 99096 -- 1 ,- 3.9' i11 ~ 0> ~ to ~ 'I 1\00 MAIN ST. \7 03 35 41 TL 4500 " .. EX ............ ---- I .,+- .. ._~ ---. ---- --..... ::.:::.:::.:::::::::::::::.:::.:::::::.:::::::-- -- --0 --. --. ---- -- '--. --. --0___ . _ · S:~E-NO~8~:J' - WITH STREET LIGHT t · S'N ai.l 'OH G ',b:. 1\ -- \~.POlE NO, 78001 WITH TRANSFORMER , '. ~- " --:'~f P.PolE NO. 97j WITH POWER DROP TO UNDERGROUND YAOLT - STM · ---- ------ > ~ CH G Legend (EXTERIOR) SUBJECT PROPERTY BOUNDARY WESTERN SITE DEVELOPMENT BOUNDARY & INTERIOR PROPERTY BOUNDARY INTERIOR PROPERTY BOUNDARY EXISTING ROAD SIGN POST EXISTING SANITARY SEWER EXISTING STORM SEWER ----- ---0-' - -ss - - - -STM- - @ @ am ~ 1M 8 ~ t> -e- Q] ~ Q) Tel W G 'OH EXISTING SANITARY SEWER MANHOLE EXISTING STORMWA TER MANHOLE EXISTING CATCH BASIN EXISTING CURB INLET EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING NAT~RAL GAS VALVE EXISTING POWER POLE EXISTING JUNCTION BOX EXISTING POWER POLE WI STREET LIGHT EXISTING TELEPHONE MANHOLE EXISTING U.G. TELECOMMUNICATIONS EXISTING WATER MAIN EXISTING U.G. NATURAL GAS IlINE EXISTING OVERHEAD UTILITIES r-~~I L ~ _. ~ -.J r: -:- 7. -::. .~ I'. . .'. .' I :. . '<. . . L: ~ .~.:.:.:..:..J EXISTING GRAVEL TO BE REMOVED EXISTING GRAVEL TO REMAIN r7-:....;-"'7-...71 V/// // /1 L,/ / ,,/ ' / I I / / "" //1 1/ "/ ,,/ /" / / 1 v_.;;.../__.....__J EXISTING AC PAVING TO BE REPLACED ~~ EXISTING AC PAVING TO BE REMOVED f'-~-------1 I. . A. . . 1 "~' ,. . ~ L..:.._..:._':_...:_~'.J ,..-: - -.... ':" - - ~., ~ ~ '. : ': :: . ~ '. : ': :: ,~ '. :: I' . '. . .... . ...., i.....; :. _',,: .:.':' ..: ..:. '.J EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR BE REPLACED r~: .~ :~-..' ~. ;.~. ~~. ~. : :~; .... .. .. :.. _ .: .,:.' .. .. :. "- _.I EXISTING CONCRETE TO BE REMOVED ,....~..., , ,. , EXISTING BUILDING TO REMAIN , , , ............ r...........'" t t.._..........# EXISTING BUILDiNG TO BE REMOVED EXISTING DECIDOUS TREE SEE TABLE HEREON FOR SIZE & SPECIES. SEE LANDSCAPE PLAN 'FOR SPECIFIC PRESERV ^ TION OR REMOVAL PROPOSI\L. Q EXISTING CONIFEROUS TREE SEE TABLE HEREON FOR SIZE.. & SPECIES. SEE LANDSCAPE PLAN FOR SPECIFIC PRESERVAfTlON OR REMOVAL PROPOS.AL. Tree Table TREE . SIZE ADDITIONAL INDENT. NO. DBH COMMON NAME COMMENTS Q) 12" BIRCH STREET TREE CD 12" DECIDUOUS STREET TREE CD 8" ORNAMENTAL ASH STREET TREE CD 8" MAPLE STREET TREE CD 28" MAPLE NONE @ 1211 MAPLE STREET TREE CD 8" ARBORVIT AE NONE CD 8)' ARBORVIT AI: NONE ([) 30" MAPLE NONE @ 10" HAWTHORNE NONE <JD 8' HAWTHORNE NONE @ 36" CEDAR NONE @ 28" MAPLE NONE @ 30" CEDAR NONE @ 12" FLOWERING PLUM NONE @ 10" MAPLE NONE @ 14" CHERRY NONE @ 16" APPLE NONE @ 14. FLOWERING PLUM NONE @ 8" FLOWERING PLUM NONE CID 10" FILBERT CLUSTER NONE @ 24" . MAPLE NONE @) 12" JUNIPER NONE @ 14" ORNAMENTAL MAPLE NONE @ 8. MAPLE NONE @ 10" MAPLE NONE @ 14" FLOWERING PLUM NONE @ 6" ORNAMENT AL ASH NONE @ 6" ORNAMENTAL YEW NON . . . . . . . . ~ .. . . . . . .. .. .. . . .. .. . . . .. . .. .. .................................... ....... ............ ~ . . . .. .. . . . .. . .. . . .. . .. .. . . . . .. . .. . . .' ....................... . ~ . . . . . ~ . . . . .. . . . . .. . . .. . .. .. " . . . .. .. .................,,'............................. . ~ . .. . . . . .. . . ............................................. ........ ........ .. .. ................ .... .............. ................. .......... ....................................................'...................... ... ......................................................................... ................................... ....... .... ....... ................. ........ . . . ..... ~ co 41 td'\ 00 \00 '==' ... ~ : n ~ .r ~ /1 ~ T 1 ;t a t) I,~ ~ ~ ~ (",,4 t{) ~ ~<lSi M~~. .~ ~ :=L~~ ~n~ lZJ lZJ oW CI) ~ 0. (IJ ~ :.tI o 0\ \0 C'f") ... III BNGINBBRIN'G · 'l.. ..,!~:.=~N"c,;, '. (l8) "V~ '(PAX) 54UWoUU _ EXPIRES: 06-30-2009 REVISIONS 1 2 3 4 5 e:> <:> co ~ I"- ~ I"- 4lll:t <:> l"- e:> 0') CD ~ . a: (1) 0 - . (() 0 .. z c - .... ...I W I- .... Z u.. ,... es ...q- W z . - Lt) ~ a: ~ 0- s (J) ('If) l- e) II a: .. ,..... I- ,... <C w . w 0 a: Z a- I- CI) 0- <C c( w z :i a: - < c( en <C <.) :e - a: > a: C\I 0 co en LU 0 (/) - fa. ,... U. ...J ....... W W C\& CJ) <C :c I"- (J) 0 CI) ,... -< S'I'TE ASSESSMENT . OF EXISTING CONDITIONS DATE MAY 29. 2009 FILE NO.. 4038XSIT .GCD OWN BV.. MJK C .. 0.0 1, , ; ~ , r ." Legend ST.I McKENZIE fW~"t .- SAINT AUCf SPRINGAEL D HGH SCHO JL I G 'iT. WILLAMALANE PARK . lvItDDLE SCHOOL f- (I) f- f- (I) (I) , F ST E ST D 5T f- (I) . BRATTAIN ' , SCHOOL C ST J: I I f- t- t- oo C'J) $2 B ST " I. ^ ST f- ~ :r: t- ~ MAIN @ / 5T I f- to VICINITY MAP NO SCALE ,. NOTES: ALL TAX LOTS SHOWN ARE ON ASSESSOR'S MAP 17 03 35 41 UNLESS NOTED OTHERWISE. THE SUBJECT PROPERTY CONSISTS OF FOUR (4) TAX LOTS (4600. 4700. 4800, & 4900), THE DEVELOPMENT SITE CONSISTS OF TWO TAX LOTS. 4600 0096 MAIN ST> AND 4700 (NO ADDRESS)' FUTURE ADDRESS FOR THE SITE IS ASSUMED AS 1082 MAIN ST. THE SITE IS NOT LOCATED WITHIN A 100 YEAR YEAR FLOOD HAZARD AREA. ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY. ON-SITE SOILS CONSIST ENTIRELY OF MALABON-URBAN LAND COMPLEX (76) AND THE DEPTH TO THE WATER TABLE IS GREATER THAN 6 FEET. A GEOTECHNICAL INVESTIGATION WAS DONE FOR THE SITE BY FEI TESTING b. INSPECTION. INC AND CONFIRMED BOTH SOIL TYPE AND WA TER T ABLE AS LISTED IN THE SCS SOIL SURVEY. MAIN STREET (MCKENZIE HIGHWAY). ADJACENT TO THE SITE. IS WITHIN THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORTION (ODOT) AND IS SUBJECT TO ODOT ACCESS RULES FOR THE SITE. EXISTING POWER IS OVERHEAD ALONG MAIN ST _ & WITHIN THE PUBLIC ALLEY ALONG THE NORTH SIDE OF THE SUBJECT PROPERTY. THE EXISTING BUILDING (1096 MAIN) ON THE DEVELOPMENT SITE IS SERVED BY OVERHEAD FACILITIES FROM THE ALLEY AS SHOWN. ELECTRIC SERVICE TO THE NEW BUILDING AS WELL AS TO THE EXISTING BUILDING AT 1096 MAIN WILL BE UNDERGROUND AS REQUIRED. NO SIGNIFICANT PHYSICAL FEATURES EXIST ON THE SITE EXCEPT FOR THE TREES AS SHOWN HEREON. NO WATERCOURSES EXIST ON OR ADJACENT TO THE SITE. THE SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. VERIFY LAYOUT WITH DESIGN BY EACH UTILITY (NW NA T GAS. OWEST. SUB. COMCAST CABLE) FINISH SURFACE III III = -= III III 24- MIN =111= OR AS 111- ~ - 3/4' . O' CRUSHED REO'O - - =111= ROCK BACKFI..L IN =111= .:. ::::. :. : :'.: ~ ---PIPE ZONE & TO TOP -m- ::'. ::. '.. 36. : '.: '. : .'-. =11 = OF TRENCH. ~~~8~~~~iii(lN --", -, ,:~(~/" ~r GA5 UNE PER _~ \ NW NAT. G^S CO. 1-1/4. SCH0.40 PVC WTR ORR) 2- MIN. OF 1-1/4- SCHDAO PVC WTR (SLOG SERV,) BEDDING SAND 3- SCHOAO PVC PHONE OR PEA ROCK 2- SCHDAO pve CATV 2- SCHDAO PVC SPARE PIPE SIZE. LOCATION. DEPTH SUBJECT TO CHANGE PER UTILITY DESIGN ALSO SEE APWA STD DWG. NO. 301. AUG. 1996 :TYPICAL .,JOINT TRENCH SECTION NO SCIU..E o UTILITY PLAN <: -i\ , o PROPOSED UTILITY VAULT PER SUB SANITARY SEWER TO SERVE NEW BUILDING & /MNtiOlE ST A.. 4+68.4 EXIS NG BUILDING AT 1096 PPOLE P.POLE 255 0' RIM .. 459.74' NO. 99099 NO. 99098' If." 4545' -- . . ~~:-'.::::___.____....~___ __ _..., _ __ ~,'--C ' ~ _': ",' _' ~ .~' .."' ,_ ",- -_ -, :-' ,,:- -: " ~. _ ,~ '_ ~_ ~ ' :-' , ,--..--_.-.-- '4- - ':: '.-,' :- ;--:-:--...-- _.. "/ . . .... 'r X AC PAV AI:. . . A. .. . r' _ A. .... . . . ~ .... . . ..6. ",. . . ..6. a.. . . ..6. a. . S. .6 r .t $AN .' 4! ~ ""'.. 8 $AN .. . ". . '. _ . a.. . . . . .a. . ., a. .. ..... ." 11 . . ~. $All v. '~'. . ~ J" .1:" . r. .. . . . .'. .,.... . . . . ... . . ~ . . " " .... . ~ . .". . . . a'SAN- ._ ' It 8~ ' ..... A A A' A A A - --.h---_---- ---..... ---.----,,- ". . . .:. ... t'.')>'.' A. . . .. . . .... . t. . ~. t . _..; ~_.::.. ____:..:.-.:...../..:..-....:-....:-.~---~....:...: ...;..."....:._f...-=-.-:-~~-::...-~7..;.""lr~:-~<:"'.-~-.-:: :-:-:~7~~:;-:-~-::'1-..:-:.-:"::::-'7:-:;:-:-.--::-:..."7': .... . ': x'. . '. ;. - . '. : X. '. . '. :. ..~ _ ~ -rA- - - r- _ _ - - - - - __ __ __ - - -,. - ~ - T .- .. ..... . .' . .' , .' .. .' .. .' . .' .........,.............. \ . . I ,,' . . - I \ - - - - -:. - - - - ~.-::-::: /-,. -.' ." :'.' ... - : '.: .:.:': :.',': :. ~.: :.' -: . .' .-: . . '.: ~. . . . ...... /.). " ..' ) '1' " . '. .. .. . . . r I . . , · " · \ oQ' -0' ,'. · · · , · " · \. · · . · · , . ........,... ~C' . . " . / ~ ' c... ./ . "'//.... f . · . . . · . ... :.....:..~~.....,.......... 0 .' .'. · . · . · . ' . ' . '. . I . · . · . · . · . · . " . · . · . · . · . · , · . · : \ EX CB. NO. I ,_ _ i'" ...... . .. .. .. _ .. .. .. .. _ .. - - .. .. - - - .. - .. .. ~ - .. - - .. : ~ './/' /~. .' ~./ /1" . · . . . . \ \. · , . . . . . . · . · " · . ' . : . · . . . · . · . · . · . · , ' , ~. 'I, ' . ' . ' . ' , ' , ' . · , . . . , ' . · . . . . . - R!!1 - 459.31 26 A ( , // /'/' 4' ':~'W' NEW CURB I '~r'R:'4So-tr:..""'" ',A,'ccL..n' '\'1' · · , . · . . , . . . .. - 8If.S-458.2 I . .' / / / I 'I~ · \,J\~Jt N!W 'Ae PAV' p~~ · . , · . · · , · · . . · , . . " . 62 ..iAIfl.I ST . II' . // I' · 1~' , ',' · , · · . , , · . · · · · · · · , · . · , . · . · , · · , · · · ../. . 10 M""~ . "'. !J -- / ' /). · 1)" ~T' -'- · · '_'-'" · · · " · · · · · · · · . · . · \ · · · · · · · · · · · · · · .,' . a.-458.95 . RESIDENTIAL HOUSiNG : I \' ~ ~// . / k / "..... / ,/. .. / . . :/,. · 1 I · . · · ' . · . .:..NEW CURB' ~ · GVT'r-E:R' · . \ .:. · , · , ' · ' · · , · . ' . · · ' . . · ' · ' · . , '.. t r ~ I - , REMAIN ~RAf:.\1=A' · 1/ .' / ' / · · · ./' ~,. .., .ttif~. . . . . . -"" -- TO I- , .. .-" ..'. .~ ~'7.:! " . (. / . / ,. / . '" . .." . -! ' . . . · , · · · -' .' · , . . . . ....-......... .., 1 ~ J:'" - RAIN GARDEN : (3790 Sf) EX CONe WALJ<-... ~_ · \ ~ /,/..BRE/ .AK-/' ,1; ," :v/ w' < ,.' . / r"'/,/ ~I · , · r.... .. .' w. . .-.-:".~'..:-;',,"".-:-.:;;;-.;... ..~. · -~..~...:... .::-.:";;. =;;::.-~::~.:-~::: ( :' . 178 SF (32 SF BOTTOM AREA) : .' r_--"-.-"-."--"i".-'-\.:O'-~"'I.":'Il( ,,"'. ,/ //. .).\ ., . "j'_./"- /....10 "...11.... . .... . ".... .. '_.. _ .... . .... ..1 .. 1 .. It. ,. ,.. . - . 1 J..... BOTTI\MR 485.2 . .i. .......:. .......\.' .... ,U' / / / /.// .,../ /.' /..///./.' .1I.... < · / - un - : " J-~-~-=--!~;:?!2~5.:;- ~~'/"'rV/.. '//"//~// /'~~'/~(//''''/'/...i" .i:- .-I ',95LF 4. STM. 5-\,0" \l~"" ............ jt"-.... , /. .... .... ...... II. . / ". / . ..',/ ..1' ',// ',.' ..... ~/ ~/ I...... IWN 6ARDEN OVERFLOW : : /"':':':>-:':>,-,:':>..: ::,./.,.'"'{' / ///////-'. //././/'/ //,// t'/.: -.. i :n! CATCH BASIH YlI SLOPED GRATE '" .. .' . ,. .. .' . .' . / f/ . / ,/ // ,// / . / / \. I \' ,- ~ ., SEE DETAIL . I "'.: ...... ....: ....: ....: / ..1.:)" .' ,~~Cil.". / ..' / /. ,,', ..1.. II " . I /./,....-:........;.......;.......;.... '.:"/)! . ///>> .fL4ss1.()"../~~/V...s-TV/'..'..i. \ t--.. ,,' ~~FLOUT458.5 1. : ~:-(1:..<..:..<..:..<..:.:<..:..<p;.:/.}.{ '/f!' ..//."'/~//~"./.>'~?S-O.64~..//..-1..:.:. d ; .'1 . . ..... -:to: :.": :." : :.": ......: :. ':...1:: .. y 1.J1!, . " /:/ .' / / / . '.~ I /. .'. J..... . END CO . ... .',>' . .: . '. . -: . '. '.: . '. ',: .4. . .: . ~. -: / -00..1"\'./ ". /., ,,/ ,/ r:A.,. Ar-/ //.8 ,J=1.;45t(~ ,:.. ", 4- R. 45945 . .. . ..e. .." '. .' '. ..' '. ..' .. .' ". . /1 f... ,. '" /. ...~Ai:y ,d ~ PL.(s3~4A~ .~. J E AREA . , .:: I,:]'.. :::'." :::'.' :::'... :::.... ::.... / /!.i . //' </ .</' / //....f)r:..r;L./A~.,;u/... 7 / ,:7"...1\. ...!, PPOlE N W m , .. .r... .... '.' ..' .... ..' y.. /. / . / ' / / ''/ /. / / , . DRAINS x END CO r. ,..1:-1..:.....:..........-:....-:.....:'/1/. '///.//'.// /. / // /r'/'//"',l'~': IN05600l 4"FL458.70 i 6 . ..<:::~l:....~..EX.GQ~:..:....:..:...:.:....//I),/ "'/.//,,///./1/./.1'/' "/',/.'" //", /,/.\.;.:,,:~. PROPOSED ~-FL.458.70' REMOVE / ..J-- 4.FL459.50 . .. . r' . . ..~t:M/l<IIll ...' ...' '. ' F, > :'" / / ' /' / / /, / '/ '. ,. ~. RESIDENTIAL 4' R. 458 80 ....---- , PROPOSED l :t;:j::::..:...~..3i&:...~:.:'. ..:::i:::.~::...:.: :;;.~~; ~.. !i.: .~///~//.//'./></// '~~k'~5(2q,--j, "::-. BUILDING ~ '1";-"67 LF 4- STH'~ ... -' I. BOUNDARY . -1' . l. .. .... '.' -...,. .:. _ : fa" ."... .J .: t _' / ." . / . / ,.6" r-k ~",3U / t- '. - \ · .. '- · · JUSTMENT _ I .. : 1.: to' . . . : : . . . : : · .. . : : .I,' r:".' ':;l i t.. / / /// "/.//. / / / / / '//"( ~.. .AO LF 6. STH 4C · :.. : \ 0 5-1.0" · '. .(. AD . ,. 'l" .'. . .'. . .'. . .1 .., ..,/. . / . /. / ' . · ., · ~. - t ' :. ; t. J. .: '. .: .: '. . : .: '. .: .1: . Ie .. J '" ..1.., /' / / . // /// . / /' . / ."... /', ': ' · 5,1.0" ~ : ' · \ : : ,. ,: NEW UTIUTY . . J- . J . - '. '. 'f .. · J.. / / .',/ / /, . .. · I . " · rD':' .:1"':::"':::"':::'.1'''., I ~~.:. .///....'_4:..~/;/"/~.../:..~./~ /.>/~ ~.... ') '.:;: \ ':.; 1 " SERVICE FOR tI I .' .1-'1" .':' .' .':' .' .":' .'1.' I li(\~~~-~.... . " , '. '''':?'' / A..... :" : \ .... ~",- - - · - '. 1096 MA'N ST. ~' . . 't'. .. .' . .. . . .t. I I I ~'.r- r . //" .J: · · . IIIlIt-- · · , r . ~. .(r. -: :. -: :. -: :', 00 I '.. PROPOSEDL-. . . · . .1/ /. ., .:. f. .,,". ....., 'J~ ' · <.0 c.~' :. : f ::',' : . '.::: . '.: : : . '.: : · r : lr> · I -.' PRl"ATE . · · . · vL' / / ~ -. : 50 LF 4. STM--"" \\. .. ....... · · 1.f) I . l" ." . . .' . . .. ' .' ,." · .. I V / 'J - ... ........... · · _. ~ ..>,::l:-:...:-:...:-......;t. 1 cO · :.i.: ACCESS &. .....'r///' .::. . 'S-lO". \ ,:- ~..... · if · 0" . ,,:-I( . .... . .... . .... L <..0 · ". UTILITY . · · · · -.. ,'( .. . · . · .. - . · , l lOa. .' .I" : :.": :.": :." :'..' 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E-4S5.65 _____ . __~ :::::::::__ S ~ -- , -- , - , -- , -G --=""""====='='====""==""'=='='='===""============'=========,,======~====-- ------------ ~ . _ zw --~~-------------=============----- ---------- ~" ----------------- SlMJ ___ ~ ._~ 'f\J STM' .. 1 t~l) "..nLJ -.-.\__ .2'W 'STM .... , Qi . - -. l~ . . _ G . . Qi .' , - ~ Gun.. P POLE NO. 78001 P.POlE ~O~ 83005 -, -, P.POlE NO. 97068 ~ WITH TAANSFORMER WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAUlT . , , L_______..I o :::i ~>- o..w q:::l ~<( P.POLE NO. 99097 SANIT ^RY SEWER MANHOLE STA. 9+50.4 RIM · 460.99' t~9096 IE - 4555 ~\ , ..... (EXTERIOR) SUBJECT' PROPERTY BOUNDARY ~. I _ _ . WESTERN SITE DEVELOPMENT BOUt'JOARY' INTERIOR PROPERTY BOUNDARY EXISTING ROAD SIGN POST - - - -55 ~ - < .' ---- -- -STM- ~ SA T MY SEWER MANHOLE ST A. 0.00 RI1 - 458.55' rt. - 453.5" (S) @) EHB ~ lWJ 9 ~ t> ... Q) ~ (E) Tel 'W - G. OH -. - - -. - ~ :. ... ..... .. .... . -. ... .. -.. .. --. .. l . . . . . . . . . . . . . . ,...... . . . . . . . . . . . . . . SCALE r = 20' _ 1 10 20 . r7-:..../-/- -T71 1/ ... / ... .,' /1 ,//. ///1 "./ //~ /... //., /' I Y', /...../.1 L/_.L .../:.....::.. .J;.'__:::' J 1 40 ~~ 17 03 35 41 TL 5000 f'--;:-------l I. . A. . . I . -"" . ,. . ~ 1...:... _:... _ ~ _...: _ ~'..J r.-:' - -......-:- - - T., ......~ ......- ........ ,. '. : . . . '. : . . . "1 ,. . . . . .... . ....1 i.. ..: ..:. _...: .:. ~ ..: ~ ....J ;: .:.~",<, :--~: -~. ::~ .. -.. . -.. . 1.: .._..~ .~:.. ._" :... ~ ~,.....1 \l00 MAIN ST. 17 03 35 4' TL 4500 ,..-.----, , . . EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING SANIT ARYSEWER MANHOLE EXISTING STORMWA TER MANHOLE EXISTING . CATCH BASIN EXISTING CURB INLET EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING NATURAL GAS VALVE EXISTING POWER POLE EXISTING JUNCTION BOX EXISTING POWER POLE WI STREET LIGHT EXISTING TELEPHONE MANHOLE EXISTING U.G. TELECOMMUNICATIONS EXISTING WATER MAIN EXISTING U.G. NATURAL GAS LINE EXISTING OVERHEAD UTILITIES NEW CONCRETE SIDEWALK 4. PCC ON ,. CR NEW AC PAVING 3.5- AC ON 12. CR EXISTING AC PAVING TO BE REPLACED 3.5. AC ON 12- CR EXISTING AC PAVING TO BE REMOVED EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR BE REPLACED REPLACE WITH 4- PCC ON r CR EXISTING CONCRETE TO BE REMOVED EXISTING BUILDING TO REMAIN FOR CLARITY SOME EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED IN THE AREA OF THE NEW BUILDINGS HA VE NOT BEEN SHOWN ON THIS PLAN. PLEASE SEE EXISTING SITE CONDITIONS PLAN (SHEET COOl) TO SEE ALL EXISTING IMPROVEMENTS ON THE SITE. , , -- - sna ........... ' .- - General Notes ~~ '" / V ALLEY IRON & STEEL Co. EUGENE, OREGON OR EQUAL CASTING WITH CONCRETE \ MECHANICAL COLLAR FLUG ~~~ ~s; _ o dx:iZ () ~ . ..-'~ .. P: '1 P: :q .~ -.'1 .,,~.oo.<::).." 0 ~. . :'.. .;.. COMPACTED :0 JOINT, RUBBER OR ~ . :.4:: . GRANULAR IfACKFILL EQUAL.. ..;.,:... OR EQUAL o . .. 00 '1>0 ", .~ 0 0..0 .. _' ~ :. ,00 :0 ~ o~..o':...': 0 .:'0: 0 .. CJ 0 <>.. Ct. o. QO .. "'0 ~ .' 0,,-0.. 0 ". 1.0.w ,011 ..~.:-~:o .0-0 X .00:.... OqCJo.. CJo 0.".00... o FROM BlDG - i I' - TO MAIN) ( .... j; ..... () II.. "'0 .. ~.. .~ J. ~ 0" .... f~ 00.. .CJo · 00...011 t-.::f .' 00-0.. "'" t>,o-o... 0 ' 'Q:O-"O ..." ". 1 UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL CONFORM WITH THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2002), THE PLUMBING CODE, AND OTHER APPLICABLE STANDARDS. 2. REFER TO THE SITE DIMENSIONING, GRADING, AND EROSION & SEDIMENT A TION CONTROL PLANS FOR ADDITIONAL SITE IMPROVEMENT SPECIFICATIONS. 3. EXISTING FLOWLINE ELEVATIONS AT UTILITY CONNECTION POINTS ARE ASSUMED BASED ON A V AILA8LE AS-BUILT INFORMA TION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AND VERIFY THE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO LAYING ANY PIPE ON THAT SYSTEM. 4. THE SITE WORK CONTRACTOR SHOULD COORDINATE WITH THE LANDSCAPING CONTRACTOR FOR THE LOCATION OF ANY NECESSARY IRRIGATION CROSSINGS. 5. THE SITE WORK CONTRACTOR WILL NEED TO COORDINATE WITH THE DESIGN BUILD CONTRACTORS FOR THE INST ALLA TION OF ANY REQUIRED CONDUITS. 6. PROVIDE CLEANOUTS ON'. STORM AND SANITARY PIPES IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. 7. THE SITE WORK CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND THE ELECTRICAL CONTRACTOR FOR REQUIRED CONDUIT SIZE, LOCATION AND CONNECTION POINTS FOR POWER PHONE AND CAaE TV. EASEMENTS TO BE GRAN, t:tJ AS f\.I:l:.UEQ , , 8. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING SANITARY SEWER AND WATER SUPPL Y LINES TO THE BUILDING AS SHOWN HEREON. ALL SANITARY AND POT ABLE WATER FACILITIES WITHIN THE BUILDING. INCLUDING HOSE BIB CONNECTIONS AND THE TRAP PRIMER LINE TO THE TRASH ENCLOSURE DRAIN, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ...J ...J <( 3: t- :::) ~ V> :z ~ o \ IMPORTED GRANULAR BACKALL COMPACTED TO TOP OF TRENCH UNDER PAVED AREAS (!) :z C3 '_, FF~ - 4R~5:\ '. ~:::~.) rCOtK:.. ~ALK ~.~ ~~:::t.:'~'~:'::;::~:;]F~:~~;}:~. ~:nt;} ~ ~ ~~ · ~"':: :::::~~.; ~:::~.: :::~~::~::~ ~ ~:o. . '.' . .,.' . .... ... ... . Q^~~. . .... .......... .:....:........... v~.ooo%..O ..... .... . "j ..... ....".., I.UtO~~l:) ~i}i :~:?;;~:;:;~~~ ;~~;:f?~~: ~o. [-409.f ..' ... .. CO~U~.~. ..... ... .. n ~~, . . -.;;...... ....,.. 'roo'l!ll.ld.' ." ......... .";~. o. Q ~ :.,....-. .,'" ........ ..". . . "JI'~" ...... .....l. .,," ..:~.:40. o. ~o :. !' 'f;::j ~~;: ?;:f;~ ~:~~:j~:f::::~~ '~:.~f" NATIVE BACKFILL TO TOP OF TRENCH IN LANDSCAPE AREAS / \ I ;-: ..,,~, :." :.~ ...:' :~ l;.,: . :.. ~.: ....~ · ...... ; ~:..::~ ~::l!'t.::;:~.~.,\:r: ::::~, .... .. . ~ . .. ~.. .. " /.~~::::.. , ~\:~~.~:::~. . ...... .. . .. .. . .. .. ".. . . -." .. . ~ q .t1 3/4 MINUS CR. / - "\~ -.' - OR BlEND '':,: -,0.- ;" :", o. o. <>. '0. . If .0 . ~. ; . ,.. .0.0....0.../ .Z I") - ~ , ! TYPICAL TRENCH SECTION NO 5C&.E ST ANDARDCLEANOUT NO SCALE DOWNSPOUT CONNECTION N05CALE . ... ........ .. ~ . . . .. . . . ,. . . . . . ,. .. .. .. . " . . . . . .. ............. ........... -' .................. ..,................. ..,..............,...... -......... ................... \J ~.o ~ ~ ~.1 ~ "r ~ ~Y'1 ~ E :-)17.' .,.A ~ ~. .~(/ 'i t.O S ,=,. < .~ i ~f ~Y'l "~ ~ ~F'\~ =11, 4 ~ IZJ [Z) IZl < >- - " I < III BNGINBBRING , , 1 . SURvs-:-iNG IN.C. 1.0. lOX 2$2f, IlJGIHI, OJ nut (PH) MJ/G$oCSJ (111X) RJ/WoW eXPIRES: 06:'30":2009' REVISIONS o <:) co -qe ...... ~ ....... ~ 0 ...... 0 0) <0 -qe fJ) . a: o . o - Z C ....I ....J !:!:! l- LL ~ ..... Z ~ - LO a: ('II) a.. · UJ ('II) o I - ...... I- ..... W · W 0 a: z I- UJ a.. c( w ~ :i a: < c( ~ (/J 0....::0- a: a: C\I 0 W ~ (/J I- .... en -I ....... W W N (/J :r:: ....... (/J (J) ~ < UTILITY PLAN MA Y 29. 2009 DATI: FILE NO. 4038YUT)...I.GCD OWN BY MJK C-002 ., .. - ....... ...... ....... ...' .... .. ..,...... 1 2 3 4 5 CJ) I- Z W .;:: l- ce < c.. < 1$ ~ ~ Q) ~ o 0\ \Q C'C") .... .- ..~ . ~ ... p -. WILLAMALANE PARK ST# McKENZIE '0 WllNiE I It: -- . SAW AUC~ f- (/) SPRINGREl D HIGH SCHO JL I G ~T. · - --rvtIDDL[ ~ ~ SCHOOL F ST EST D ST I- (I) . BRATTAIN SCHOOL C ST I l. iE r- r- eo c>> g B ST I r- ef MAIN @ r. . A ST I- ~ I ST iE !.O VICINITY MAP NO SCALE AREA SU M MARY SUBJECT PROPERTY AREA: DEVELOPMENT SITE AREA: EX SLOG AREA TO BE REMOVED: NEW SLOG AREA: NEW CONCRETE AREA (NON-VEHICULAR): EX AC PAVED AREAS TO BE REMOVED (VEHICULAR USE): EX AC VEHICULAR USE AREAS REPLACED WITH CONCRETE SIDEWALKS: NEW AC (VEHICULAR USE) AREAS: NET NEW AC (VEHICULAR USE) AREAS: 45,408 SF 33,205 SF 140 SF 5,635 SF I , I 30 SF 150 SF 385 SF 3,555 SF 3,680 SF NOTES: ALL TAX LOTS SHOWN ARE ON ASSESSOR'S MAP 17 03 35 41 UNLESS NOTED OTHERWISE. THE SUBJECT PROPERTY CONSISTS OF FOUR (4) T AX LOTS (4600. 4700. 4800. & 4900). THE DEVELOPMENT SITE CONSISTS OF TWO TAX LOTS. 4600 (1096 MAIN ST) AND 4700 (NO ADDRESS)' FUTURE ADDRESS FOR THE SITE IS ASSUMED AS 1082 MAIN ST. THE SITE IS NOT LOCATED WITHIN A 100 YEAR YEAR FLOOD HAZARD AREA. ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY. ON-SITE SOILS CONSIST ENTIREL Y OF MALA BON-URBAN LAND 'COMPLEX (76) AND THE DEPTH TO THE WATER TABLE IS GREATER THAN 6 FEET. A GEOTECHNICAL INVESTIGATION WAS DONE FOR THE SITE BY FEr TESTING & INSPECTION. INC AND CONFIRMED BOTH SOIL TYPE AND WATER TABLE AS LISTED IN THE SCS SOIL SURVEY. MAIN STREET (MCKENZIE HIGHWAY). ADJACENT TO THE SITE. IS WITHIN THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORT ION (ODOT) AND IS SUBJECT TO ODOT ACCESS RULES FOR THE SITE. EXISTING POWER IS OVERHEAD ALONG MAIN ST. & WITHIN THE PUBLIC ALLEY ALONG THE NORTH SIDE OF THE SUBJECT PROPERTY. THE EXISTING BUILDING (1096 MAIN) ON THE DEVELOPMENT SITE IS SERVED BY OVERHEAD FACILITIES FROM THE ALLEY AS SHOWN. ELECTRIC SERVICE TO THE NEW BUILDING AS WELL AS TO THE EXISTING BUILDING AT 1096 MAIN WILL BE UNDERGROUND AS REQUIRED. NO SIGNIFICANT PHYSICAL FEATURES EXIST ON THE SITE EXCEPT FOR THE TREES AS SHOWN HEREON. NO WATERCOURSES EXIST ON OR ADJACENT TO THE SITE. T"HE SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. CUT - 650 CY FILL - 975 CY 5.0' - ..- w ::z :J >- I- 0::: W a.. o 0::: a.. 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"48f.KYte- f' · -.. · ]::-.~:-:.>: <':-:-:'.-:-:':-:-:-:-:-:-:':-:- 'L-- 0:: ----- _ --...:...,. '. ..' ." '. '.' .' '. . .... ,....:.....1.. /".' , /f' .. I.. :-:-:..-:ltX bRlVE'W"'A..~.:i~~:O"'s.f;\ 3 7'. X;' - . :"( --IO'~ __ . . '..> . .... ....:- "'-:'-:---;:-;---~'::"'_'''.''~ / M.66:3~ · . · EX ^RE^DR^IN .:-:-:.:-:\ ..::>.:-..!.:-~~t;.::.~~ . . > - [f~~~~~Q.I!l.\'eWA~:' ": \.~ .::.,.. ::::'., ":~--___N L' ~6 :2. 7'/ :.:.~: RIM 459.62 "::::-:':'~Ji::: ::::::::>:~":::::::::::::::160 0' r---: < I 1 _....._..........1.....:\ ---. " .... .... . o' .--v - ..../.: / REMOVE r-~""',,;"" ...-..... ....... - I ~ --_-:::.~~~. ---~~_'-:":"":'.....:..:'.' -: .:.: -: .:.: .:-:. .:-:-:-:-;--:--; "'.~ _ . -:t ' I:' .'. .-::-.-::-'" -~-=:''':'';':.4':'':':':':';:'::~ · . eoE)(30.8~ - ___ -~--... ...... '....... ........:-':"'--:-----_~~... *-t.... .}(.,' ...~6..;............:')\ /' Me - TT(U4" /' . .~..., . .' 0 .' .. .' .. .' 7-:-0-0:---__1........ -';j:." . ,. 11. 1l." 1(13 - VIVl ~ .... - . -.' ,...-l ",' ..' ....: ......: ......: .....: .....: .....:-~....:-.-:.... ..o.' .... .'.':.'!...t'......-=---r-t::'..---..-.......-.---.-~-.~~-:....-- A 1"z - EX 406 ~-::s:' . . .. . ~ ~_.t. - - .. . " . '. . .. , .. . " . .. . '. . .. . " . .. . " .- · . . .. . . EX _ .LV In - _ .'~ Y:::' ...:=:::a::::===::5::o..L..a .~ .....- '-ii.....-.i..~...:.....:,_._.. ...... .... . ...... ...... "1'" ...... '.._-. ...... ...... ...... ..WQ.... DRVW' Y __ _ __ .0 1:..:r'w EX ca. NO.2'" 8O~' - ..r is' 5' " ......" , .. _ 5-0.40" l. '. ..f A . /. ... '. . ~... ~.'", .-. . :.,.. :..r.......:..:_......:..:.-~-~.......:-..--o. ":i.. it A - -- _ ...~ y ~12~6 · _ RI1 - 459.56 '---- ) OM -.r5.O'L5.0' :'- .. ... , ..-..I ,,: -~==~'" c'" =-=,=,c ;0",;;""": ..~ :}. · S .. '"', .. .LV1 AIN -S-;;;-R------- I ~:U~ff- - I .~ ~ =]~\' fXfL ISY- RELOCA@_--='=--.'. .-" d." '--'-==-. -' ' l;1E'rn --- - ___I 12. IE $-457.0 > EX DRlVEW A Y \ POTHOLE'- ow ~ J UJ-stGN ./'-6.5' ,,' 35' ~ ' - ". --- _ _ ~ .1 EX STM MIl NO.3 - - - _ ft WIDEN ON EAST 50' WING NEI .- FL 4SU WING BOTTOM · *i~c"; EX STI1I1H NO. I ___ ____ RIM - 460.'3~~ - --- - - 0' _SIDE AS SHOWN . 5.0' CONe. PADR 8tMr;.-N~6405.72398 ..... 2r IE W-455.19 . - - - a.JS STOP II;. . _ _ _ ' """-- 2f 2r IE E-455.19 ' ~. -- - - - __ _ . 10' It W-457.98 -- - ========== =====_ _ S1II ____. . . : 10' t E-45Y,98 -I. - ' , __:::==:::::::::::::::::__ s. _ . _ __ ~ EX STM MH NO. 2 - - :::::::::::::::: _ _ 1"""'-'- · , - 2l' STM C/1 . 460.33 __:::::::=====:::__ ~ 2f' IE W-455.6S -_==:::__====.::::==_ .....-..- ., _ 21" S1M ~ 2f' IEE-455.65 -::::::: ::: ::::: ::: .::::::: :::::~ _ _ '. S .......- ~. -~=============~~=~====="'======~=~==~=~::====~=~"'=======~~-======~====~=~=:~======~===~--==~======= GENGERAL NOTES ..--- or.::o- .- '--'55 - - - -STM- - .@ @ EHB ~ [W} 8 ~ f) .... EXISTING SANITARY SEWER MANHOLE EXISTING STORMWA TER MANHOLE EXISTING CATCH BASIN EXISTING CURB INLET EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING NATURAL GAS VALVE EXISTING POWER POLE EXISTING JUNCTION BOX EXISTING POWER POLE WI STREET LIGHT EXISTING TELEPHONE MANHOLE EXISTING U.G. TELECOMMUNICATIONS EXISTING WATER MAIN EXISTING U.G. NATURAL GAS LINE EXISTING OVERHEAD UTILITIES t <;:: ~ l - fJI *-+ (i) ~ 1 o J: L{) , 1 Tel - W G OH- c o OC o Z ::) o OC Q NEW CONCRETE SIDEWALK 4' pec ON r CR tl : I l ! -. .-. -1 -. . . -. . .' . . .. . --. ... .-. . --. .. --. .. SCALE r = 20' II 10 ;1 1 40 . . . . . . . . . , . . . . ....... . . . . . . . . . . . . . . l NEW AC PAVING 3.5' AC ON 12- CR 20 r7"":'--T/-7' V /' / ' ..",.' /1 V .' /' / / / r 1 . / ' " ./ 1 ". / / r:. / / . /' /" 1 L_k--:__....-L:..J 17 03 35 4l TL 5000 i , ~~~ EXISTING AC PAVING TO BE REMOVED EXISTING AC PAVING TO BE REPLACED 3.5. AC ON 12- CR f'--;:-------l I' ..c.. . . I .'A' )0 . ~ ~..:.._..:.._~_~_..!..J EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR BE REPLACED REPLACE WITH 4- PCC ON r CR noo MAiN ST. 17 03 35 4\ TL 4500 r:--: -: :":' ';'"' :- :' :-r- :1 ~....."......"1 I' '" . . .. . '. . . .. . '.1 I' . . . . .... . '.' .1 L --: .:. _...,: .:.:' ...: ~-.J i--:- .,;-........ .... ;:-0...... ~- .... ."::( ~~ '.~. :.'; ~~.';,' ;.' .~. :.: <_: EXISTING CONCRETE TO BE REMOVED ,....----, , . . EXISTING BUILDING TO REMAIN . . . L______..., "- , -{-=-~-~---~ I ~ FOR CLARITY SOME EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED IN THE AREA OF THE NEW BUILDINGS H^ VE NOT BEEN SHOWN ON THIS PLAN. PLEASE SEE EXISTING SITE CONDITIONS PLAN (SHEET COOl) TO SEE ALL EXISTfNG IMPROVEMENTS ON THE SITE. - SlN ---- Q ~O 0-0 i, 00 O~O:;; 000 Oo~o w 0. ~(')\'i t: =i. 0 0 ROCK SPASH PAD \'StrO~ ~ GQO~/ 4'-0. ROUND ROCK ~Oo 0 n_n 24- WIDE BY 6- DEEP a (:) ..... ~ va't:' OOa 00 9f:~o no a .~'"t)oaC5o~og J. THIS GRADING PLAN IS INTENDED TO INCORPORATE ALL REQUIRED EXCA V A TIONS AND GRADING AS NECESSARY TO CONSTRUCT THE PROPOSED DRIVEWAYS, LANDSCAPE AREAS AND BUILDING EXCA V A TIONS. ) 2. UNLESS OTHERWISE NOTED, ALL GRADING, PAVING, AND RELATED SITEWORK SHALL CONFORM WITH THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2008). 3. CATCH BASIN AND DRAIN INLET LOCATIONS ARE SHOWN HEREON FOR REFERENCE. REFER TO THE UTILITY PLAN FOR DESIGN AND SPECIFICATIONS OF CATCH BASINS AND OTHER DRAINAGE AND UTILITY IMPROVEMENTS. 4. ANY REQUIREMENTS SPECIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT FOR EXCAVATIONS, SUBGRADE PREPARATION, BACKFILL, ETC. FOR BUILDING FOUNDATIONS AND/OR STRUCTURAL SUPPORT SHALL SUPERCEDE ANY SU8GRADE OR BASE ROCK SPEC'S NOTED HEREON FOR DRIVEWAY AND PARKING AREA IMPROVEMENTS. 5. PRIOR TO PLACING THE CRUSHED ROCK BASE FOR DRIVEWAYS, PARKING AREAS, AND SIDEW ALKS, THE PREPARED SUBGRADE SHALL BE TESTED AND APPROVED BY A FIRM L1SCENSED TO DO SO TO VERIFY SUB GRADE COMPACTION IS 95% OF MAXIMUM DRY DENISTY (MODIFIED PROCTOR>' IN AREAS WHERE A STANDARD COMPACTION TEST IS NOT PRACTICAL, THE SUBGRADE SHALL BE PROOF -ROLLED WITH A FULLY LOADED DUMP TRUCK AND THE PROOF-ROLL WITNESSED BY THE GEOTECHNICAL ENGINEER OR TESTING FIRM. ANY .IDENTIFIED SOFT SPOTS OR AREAS CONTAINING UNSUIT ABLE MATERIAL SHALL BE OVER-EXCA V A TED AND BACKFILLED WITH COMPACTED CRUSHED ROCK (MIN. 95% COMP ACTION - MODIFIED PROCTOR). 6. BACKFILL ANY VOIDS RESULTING FROM DEMOLITION ACTIVITIES OR OVER-EXCA V A TION TO FINISHED SUBGRADE ELEVATIONS WITH IMPORTED COMPACTED GRANULAR FILL (MIN. 95% COMPACTION - MODIFIED PROCTOR>' 7. SUBGRADE SOILS DISTURBED BY DEMOLITION ACTIVITIES SHOULD BE REMOVED OR RECOMP ACTED AND INSPECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF BASE. ROCK, PAVEMENT, AND NEW BUILDING FOUNDATIONS. 8. OVEREXCA V A TE AND/OR AMEND SOILS WITHIN LANDSCAPE AREAS AND BACKFILL WITH REQUIRED GROWING MEDIUM AS SPECIFIED ON THE LANDSCAPE PLANS. 9. AC PAVEMENT SHALL BE COMPACTED TO 91% OF MAX. DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. 10. CONCRETE USED ON THIS PROJECT FOR DRIVEWAYS, PARKING AREAS, AND SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF OSHD SECTION 00440, MINOR STRUCTURE CONCRETE, 3500 PSI. REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL PLANS FOR CONCRETE SPECIFICATIONS FOR STRUCTURAL FOOTINGS AND WALLS. U. THE MAXIMUM SLOPE WITHIN ANY ADA ACCESSIBLE W ALKW A YS SHALL BE 2% IN ANY DIRECTION. 12. THE MAXIMUM SLOPE FOR SIDEWALK ACCESS RAMPS SHALL BE 12:1. 13. ALL CURBS SHALL BE 6- HIGH UNLESS OTHERWISE NOTED. 14. THE BENCHMARK USED FOR THIS PROJECT IS CITY OF EUGENE BENCHMARK *SE1019, A 3- BRASS CAP ON THE TOP OF THE EAST CURB OF VILLARD STREET AT THE NORTHEAST CORNER OF VILLARD STREET AND FRANKLIN BOULEVARD AT THE MIDDLE OF THE RETURN, BENCHMARK ELEVATION, · 446.40. FRAME & GRATE 1 ,... 24- t::t .18- .... J! ~. . 3:1 MAX SLOPE TOP RJSER ... 459.0 - . J ~ (OVERFLOW) \ 4- PVC OUTLET u . TO 8- PUBLIC STM<d f - FL · 458.5 /?.::...r ~ SWALE FL 458,2 PVC CRO~ " THREADED PLUG .. STD. . GUTTER ..... 3:1 MAX SLOPE PL^N VIEW "- ,,~ CURB ~ GUTTER STANDARD EXTRUDED r a. ,., N'\ iURS ~ GUTTER CURB \. ~ LU o~~ !rmo /~,~~ V Z-~-----7//~ ;--- " 24' "I" 18" "" ./ / ISOMETRIC VIEW BOTTOM - RISER "---MODEL GDI-IO-HB OR APPROVED EQUAL. CB BOTTOM SLOPED AREA DRAIN NO SCALE CURB SPILL WAY DET AIL NO SCAlS ..-:;..-: . . , .. . . . .. .... .. ......... .. ...,.., ~ . ~ . . . .,,, . . . ~ . " . .. .. .. .. . . .. .." .. . . . . . .... ".. .~ ... ....,. .. . .> .. ............... ......,. ...~#..~...... ~... ......... .~..................................~.... . . .. ...... ..... ...... ...~.......---.~. . . .. .~.,.. . .... ..... ............- .... '" ..., ...... ~ 00 ~ co ....c U ~ ~ ~ ~ ~ .r ~ ~ rvl Ji B ~ .> '7 ~ ~ CiT) ~.....4 t{) ~ l=' -< ~ i ~! 1 ~ ~ ~ rr, "vl ~ ~~ ~ sqn~ lZl IZl IZl 1$ Go) J:2 fI) u ~ o 0\ '0 tt') .... . BNGINEBRING , , l . SURVB~NG INC. 1.0. lOX 152f.1UGIHJ, OJ nm (PB).MJJ4IH5tI . (fAX) MJJIoIHW EXNE$: 06-30~20091 1 2 3 4 5 en z w ~ I ".. a: <( a. <( <( >- - LL <( REVISIONS <:) o co ~ ....... ~ r.... v .0 ....... 0 0) <0 v - . ex: (I) o ". o ... Z C .... ....I ,!:!:! I- u. C!J ,.... z "! - It) ex: (") a.. · o ('t) o . - ...... I- ..... W · W 0 ex: z I- CIJ D.. < W ~ ::i a: < < en () :i - a: a: N 0 W ~ en i- .,.. en ....I -... W W N (/) :J: r-- tJ) CJ) ~ < GRADING & PAVING PLAN DA TE MAY 29. 2009 FILE NO. 4038YGRDI.GCD OWN BY, MJK C-003 <"~ ," .<' ...-: of!"'. ..... "" ,. f, , ~ -_egend (2) 15" PINe: (1) 15" OAK: Existin9" Trees to be Preserved (with tree reFerence number, species and size) Note: Every errort will be made to preserve these trees and It is anticipated these trees will survive construction impacts. However, the OWner retains the right to remove the trees ir they are deemed hazardous post-c.onstruction, (4) 15" c.ED~ ~ -- ~\\~1. (3) 15" ASH f / \ '\1t\ tL0f \ J~ ~ . / //7.~ - r \'~:, .'-.... /' v IF'I'.," V V"" Existin9 Trees to be Removed (with tree reFerence number, species and size) (1) 6" ASH o. Existin9 Trees on Adjacent properties -c 0-- Protective Fencing (2) Tree ReFerence Number wh ich corresponds to Existing Tree Index table Notes 1. Tree felling and removal methods shall be consistent with accepted industry standards. 2. The haul route for removed materials shall be via Main Street/ Highway 126 to 1-5, 9, Plastic construction Fencing shall be installed where indicated on this plan to protect existing trees to remain. (See Detail 1 this sheet for fencing installation) 4. Protective fencing is to remain in place for the duration of construction. 5. No staging of materials or dumping of any debris is permitted within the fenc.ed area, 6. No excavation, grading, construction or landscaping activity shall take place within tree protection areas without the approval of the Architect. ,. At tree protection areas, irrigation plans will be desigrled to minimize tree root damage. Trenches shall be cut radially (not perpendicular) to root systems and piping layout will minimize impact on roots. Irrigation lines shall be 12" deep in protection areas of trees to remain. . e. At tree protection areas, no root over-z"""-shall be cut without approval by the Landscape Architect. All roots 2 inches in diameter and larger must be cleanly severed using an approved saw. Gf. At tree protection areas, no roots shall be cut or torn during trenching with power equipment such as backhoes or trenchers. utility lines and irrigation piping shall be installed by hand digging, tunneling under roots or using pneumatic excavation as necessary, to avoid cutting roots 2" and larger. 10. See sheets LA-2 and LA~9 for Landscape Plans and Details. ;~ o :~ u '"'....- ~.. .'." ." /' " (0 . u + \,,~ -c 0 \0 \ "". '" ", '" " ~ $ '~ y ~~ // ~ ~ ,~ ----- ---- ---- ~.-- -~ -- o 0- 1/'~ + _Exis'_~in9 Tree ncJex Trees to Remain (1) 6" ASH (16) 10" FIl.SERT CU)$TER (11) 24" MAPLE (1e) 12" JUNIPEFt (1<.:l) 14" MAPLE (21) e" MAPLE Trees to be R.emoved (2) 14" PUJM (9) 14" CHERRY' (4) 1611 APPLE (5) 10" MAPLE (6) 12" PLUM (i) 14" PLUM (8) SO" CEDAR (q) 2ell MAPLE (10) 36" CEDAR (11) 10" HAY'rrHOFtN (12) ell HAY'rrHORN (13) SO" MAPLE (14) 10" MAPLE (15) e" PLUM (20) ell MAPLE .., -<".~. / (2) 1411 PLUM " ......~. (~ ! (9) 1411 CHERRY (4) 16" APPLE \. ,\, . \-./~.'--../\\"'-..'" /'>;//\. \ ///'\ //\ //\ /\ . /\\ P )' . /'\ ,( \ _\ y\ \( \ \\ \\ .. \ \ I \ / -- - \\ '\ \ \ \ / \! // "'-", \ \ \ \. \ / \ / \ ~ -- -\\' \, \ '\ \ - ~ / A. \ \\''''-, \\ \\ \\ ' , \ \ /1 \ x1\ \ // \ \ // \. ///\ /\. )\ /' ,/ \ \.....0 \~ \% \// '.. /' \ / \ / \ I ~ /1 J ~ \/ " "/__ ~./!/., / 1 - , /\ ~ h "-. / \ II 4 -- ~ ~,,~\j J l/, ~ ~~ " ~/~ " / "" ..-J L -:7' ~ (/ ~ X 2> "". ~ --;J \ ~ -'>.. \ ? -)- - --...., \- ~ \ (<1) 2e" MAPLE j/ /~/'\t/')...' /.7/1 (\' ~~ / .. \ ! \{ '\ ! Y \ \\ ~ t7~ ---' . "'-, -- --:' ~ 7 (5) 10" MAPLE (6) 12" PLUM ...r [14" PLUM ~ (e) 30" CEDAR I / / ~ jl j: 1 i . --.... .. I / !> o/~A -+ ,,\ / u +- o 0- 'J ;J (1<1) 14" MAPLE (20) ell MAPLE '\ ----- / .714 .~ ,7: 1 . . . . ./ -...... .- / .~ .'\ I \ I I X \ \ j \ / \ .I \ "-. ,/ ./ -- - ~ . . (15) 8" PLUM (16) 1011 FIL6ERT CLUS I t:~ / 1 f ;/ \. !\ !\ ' ~ \',J \Jl\JL~{4 (10) 3611 CEDAR ~ \ ',J 'Jj . 4'" ~ ~,' ~ C;7" .--J - ~ ~? ~ '\ c:: i/0~/' \~- \ ~ t>~ I ,"' \' ~ __/~ Y Y <}\,J~~ " -~/ (11) 10" .::-:) HAY'lTHORN '" \ \ J J r!~ .. J ,/ (12) ell HAY'lTHORN ~ .......:- -- . if " \ (1i) 2411 MAPLE (18) 12" JUNIPER \ '--. TREE r-~OTEGTlON FENCING - TYPICAL - SEE DETAIL 1/LA-1 / / ~ 7" , (14) 10" MAPLE ; \ / I \ . I \ ' \ j/ \ / ~-- /' - . . . /--- I t ! \jX_ /11 1 I ---- ---- (21) en MAPLE - ---- ---- r - '\ - ree ::>rese-.va~.on & - ] / / ~ .. :~ UP j ~ .... ~g co C'r\ co 'C! U .... ..... "n fI\ · ... ........ ..... :=1 ~ _i?, ~ .r ~I ,T ~ ~ : ) .~ ~ ~ C3<~i M~~ 1 ~ ~ ~Tl Tl ~ ~n~ II II II w i en ~ :.::a ~~ .8' "" .... ~~~\STEl?PA ~ 279 "<0 .~~ t-4 David J, Dougnerty ~ ~. (~ ~"OREGON ~ \.)0 ~ 4PE A~\J~T . (13) son MAPLE \il .sf ~I ~ ! ! I J~;;; Iii ~Ii ~ ,$ ~ - date ~ file - d,b, 0 2 5 10 20 40 SCALE: 1- = 10'-0- NORTH REVISIONS 1 2 3 4 5 ~ C/) 0 (9 m · W .>tl1b rY~n <t.. C/) I , " ,W <t.. ~ II <t..<t;(9 >-~~ I I I I"V' <t.. Ii . C/) ~ ~ 1emOVa ~ a-1 TREE PRESERVATION AND REMOVAL PLAN 5/29/2009 NMA ~~CJl 3RFG 3 PEAH I / 5 FOG I 7; IV' V v . . . 2 EUAC 2PEAH ~VID ;--' i-a > < ( e > < ( · t e \!) (~~ G 1 FRPC \ / I \ I \ / X ;1 \ I \ I \ F / I + !~ + \~ /, / A ,_ _ E Y 3 PEAH 1 PLO /' \ . //"'\ /" "'\ \ ~ \ \ ///3 ElJAC. \ /./'" ''''- 2 RF~ ~ 1 T\rO { \eY~ c /~ \ s.. .le ^ · ^ e AI. ~// \ .~~~ ~- EXISTING LANDSCAPING TO REMAIN - FfWNE TREES AND SHRUBS AND REMOVE ALL 1^eEDS AS DIRECTED - RESTORE GRADE AT DISTURBED AREAS AND MULCH ENTIRE BED ... "", \ + ./ o~ ~///. /// ~~ ---- EXISTING LANDSCAPING TO REMAIN - PRUNE t KEES 4 SHRUBS AND . . REMOVE ALL Ye:D5 AS DIRECTED - RESTORE GRADE AT DISTURBED AREAS AND MULCH ENTIRE BED --- ~ + --- --- --- ~ --- --- --- ......; --- . ~-- + ~ J..ANPSCAPE A~EA SUMMAFe.Y TOT A1.. SITE AREA TOT A1.. LANDSCAPE AREA PERCENTAGE OF LANDSCAPE AREA 12516 sa FT 3111 sa FT 2"t6% No-ree: 1. SEE SHEET L,A-1 FOF( 'I r<EE PF<.O'I t:CTION 4 FtEMOY AL PLAN. 2, SEE SHEET L,A-S FOR LANDSCAPE 4 IF<.RIGATION DETAILS, PLANT SCHEDULES AND PLANTING 4 IRF<.IGA TION REGUIREMENTS. 9. SEE CIVIL, DR.Ai^iINGS FOR STORMV'lA.'1 t:r<- FACILIT'f (RAIN GARDEN) INFORMATION. 5VID ,...../~ " /><':-./ - !(~. ~/ - , '\ i// " ,/ c ,7~ SEE SHEET LA-1 FOR TREE PROTECTION MEASURES .. IL. - - . . . . - iI '-, / .. ~ ~--? =--~---- ~J rv-- ~ \ '-I I 1- r-~ + ~J .---- -~~ (=-, ~ + ~J ---- --- --- -- - I I ( 'J Sf ~'E E T .. .' . - . , ._~~~., ___-...,.,....",""__...~__"""'_._~_~, ..",.......__,'_..,"'~~_,_,~...-__"''''"'', """~__.-..."'w_....'....-_'n- ...,."-....___ ......--.~.......,' r-ic: I I . IL . . . . . lEd' . ~. ,,- \ \ \ \ \ 3 EUF 6.PLO f<.AIN GARDEN - 1,8 SG. FT, - SEE CIVIL D~INGS FENCE :,7~ . I ~t - , LANDSGAPE AREA - TYPICAL t r. ~ _t ~ ! 11 EXISTING P01^eR LINES i 11 I U ~ - . . .., . . , \ . '? ., ., [NLI J - " .~ . .INLI l..cGENP \ EXISTING TREES TO REMAIN t- PROPOSED DECIDUOUS I r<.EES $ c8 PROPOSED CONIFEROUS I r<..EES . SHRUBS GROUNDCOVER (RUC UNLESS NOTED OTHE~ISE) Cl LANDSCAPE PLANT BEDS TO BE DEVELOPED ~.":':i'-I' L"'~':I' "-"~~, ~;:.. ~ ~ I .... .':". ,.. ." u '" _' '.. ''''::. IFtRIGA I ,....T? LAY'lN - f.;-:'iNLr~'i I.: ..... :. .: :. ::. ~';. : NON-IRRIGATED LAY'lN '" '" '" RAIN GARDEN P~NTINGS '" '" '" '" '" \ (;) ~~ _andsca)e ::> an - Site =lev'ew 0 1 y... I:.i AREA DRAIN LOCATIONS - C) \ - o 25 10 SCALE: '1- = 10' -Cf " 20 40 ... '0 ,0 co "r\ co ,'! r" .... y --t- AO ...n F-=4 "if ~ ~ .~ r- ('l ~Tl J ;; I ) I/" ~ ~ Cff) (/ ~ to ~~ ~t1 j i ~Tl :"... ~ Afl:=l ~ ~ ~ II II II t:I) G) o~ b 0\ ''0 C'(") ... ~~\STk:li>);> ~ 279 ~1J .~~ t-4 David J. Douglierty E--. ~ ~~ ~" OREGON ~;; \J0 ~ 4PE A.~\j~' \JI .sf ~i fil J :I ~ Jl i II;;; Iii i!1 ~ }$ ~ REVISIONS 1 2 3 4 5 L en 0 e> L.. w WwO::: ~wO ,:y:O:::ci <( en I a.. w. <( L. ,. <(<(e> >-~L l.1... tv <( n en LANDSCAPE PLAN date file d.b. 5/29/2009 NMA ~fkCJ~ ..' ,.. <t' . PL.ANT eCHEPUL.c KEY GTY. BOTANICAL NAME COMMON .NAME IKEES AGe, ALR ICHO FRPC TITO Ac.er c.irc.inatum Alnus rubra Chamaec.yparis obtusa Fraxinus pennsylvanic.a 'Cimmzam' Tilia toment05a Vine Maple Red Alder j Hinoki False Cypress Cimmaron Ash Silver Linden SHRUBS AUC 6ETC CT DOM EUAc. BJF FOG LAM PIF RHP RHU SAR SPGF VID Arbutus unedo 'compac.ta' 6erberis thunber~ii 'Crimson Py9my' Choisya ternat.a Daphne' odora 'Mar~lnata' Euonymus alata 'COmpac.ta' Euonymus Fortunei 'Emerald Gold' Fothergilla gardenii Lavendula an~ustiFolia 'Munstead' Pieris Forest Flame' ~ododendron'PJM' Rhododendron 'Unique' Sarc.oc.oc.c.a rusc.iFolia Spiraea bumalda 'GoldFlame' Viburnum davidii Istravberry Tree Dwarr Japanese 6arberry Mexican Orange ~inter Da9hne Burnin~ Bush Emerald Gold Euonymus Dwarf Fothergilla Dwarr En~lish Lavender Forest Flame Pieris PJMRhododendron Unique Rhododendron Fra~rant Sarcoc.oc.ca Gold Flame Spiraea David Viburnum GROUNDCOYERS AND PERENNIALS IARP 1,2" O.c.. Aju~a reptans 'Purpurea' I HEPM Hemorac.allis 'Pardon Me' PEAH Pennisetum aloperc.uroides 'Hammeln' RUC 1,2" o,c., Rubus c.alycinoides RFG Rudbec.kia Fulqida 'Goldsturm' "' I -carpet 6uqle Parden Me Daylily Hameln Fountain Grass Creepin~ Rasberry Goldsturm 6Iac.k-Eyed SUsan ~ ---- CURS ON ASPHALT e f'~'t' ~t$ ,... 't' -;: ~ ~-1 ~...... - . .'./:..::"\.""::"~'. ,.' ',~: .:,<<,;', ~ .. .v....... .... .. "." c . .. .: ., <>:~.<~~.;~;',::: 'E ...'~>:~>\,::':~.:<' :,~5~w/l~ ,'> ~IU~~~//~ UJ 1-= Z ~ I MIN. SIZE COMMENTS 6' ht. ,2" Gal. 8' ht. ,2" c.al. ,2" cal. 5 ~al. 1 ~al. 5 ~al. S ~al. 5qal S gal S gal. 1 gal. 5 ~al. 5 ~al. 15 ~al. i s gal. 5 ~al. S ~al. 4" pots 1 ~al. 2 gal. 1 ~al. 1 ~al. ,.., GUY ~IRE . LANDSCAPE 5TANDARDS A,sOIL~EPAAATlbN ~ AREAS 1.. FINISHED ELEVATION OF 5UB-6ASE TO BE 8" MINIMUM ~ FINISHED GRADE. 2, TILL 5U66AADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL; <c); . 9, PLACE 8" MINIMUM OF IMPORTED SANDY LOAM OVER TILLED SU6GAADE. ADD 15-5-10"1QFE~TlLI~TO TOPSOIL AT A~TE.OF.26L6s. PER 1000 SF, ROTO-TILL AM~DMENT~.tN~TOf:5<?'L 1'0 A DEPTH Ofe>-10;',~INlMUM, PLANT 6EDS 1, FINISHED ELEVATION OF SUB-6ASE TO 6E 18" MINIMUM BELOVi FINISHED 6RADE PLANT 6EDS AND 24" MIN. AT PAAKING ISLANDS. 2. TILL SU6GRADE THOROUGHLY TO A DEPTH OF 5" MINIMUM PRI~ TO PLACEMENT OF TOPSOIL, 9. PLACE 18" MINIMUM OF IMPORTED SANDY LOAM TOPSOIL O'IER TILLED SUBGAADE. ADD 4" OF.ORGANIC. MAl crar.IAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE AATE OF,20 L6S, PER 1000 SG.. FT. ROTq~T1LL AMENDMENTS AND.TQP?OIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OFSHREvvED FIR BARK MULCH ~AU. PLANT 6EDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAY'tNS AND PLANT 6EDS. ST~M~ TER'FACILlTY(RAIN GAADEN) 1. PLACE 18" MINIMUM OF IMPORTED SANDY LOAMTOP$OILOVERSU6-6A5E, ADD 2" OF ORGANICMA I cr<IAL AND J5-5-10-10 FERTILIzER TOTv~:::aIL AT THE RATE OF 20 L6S, PER 1000 SG. FT. ROTO-TILL AMENDMENTS AND TOPSOIL TO A'Vc:T'" ,H OF 8" MINIMUM. 6, PLANT MAl c<IAL 1,PROVIDE ONLY HEALTHY. FULL PLANT MA'Ic:rar.IALATSIZESINDICAIt:V. 2, PLANT SUBSTITUTIONS TO BE APPROVED6Y LANDSCAPEAAC,HITECi. S, PLANT LAYOUT TO BE A1""1""rc.OVED 6Y LANDSCAPE ARCHITECT PRIOR TO INST ALLA 1iON. PLANTING SOIL SU6 GRADE o multi-stem,6e Matching. sin91e stem. Be, matc.hinq. Full Matc.hin.9. limbed up to approx, 6 Ft. Matchin9. limbed up to approx. 6 Ft, matc.hin~, Full matchin~, Full matc.hin~, Full. staked matchin~. full matc.hinq, Full matching, Full matc.hing. Full matc.hin~. Full matc.hin~. Full matc.hin~, Full matc.hing. Full matchin~, Full matc.hinfl. Full matchin~. Full matching. Full matc.hinq, Full matc.hing, Full matchin9, Full 15" O'c' STA1<E5 AS SPECIFIED - EVENLY SPACED (,2) EACH ORNAMENTAL/CONIFER TREE (9) EACH SHADE TREE .. '......: ~'~ .;. REMOVE 6lJF<.LAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (,2" C~ A 1" TIWNK) CONCRr:: I c: ~K OR CURB COMPACIr::V TOPSOIL (BELO~'ROOT 6ALLS ONLY) NcnE ' MAAK NORTH SIDE OF TR.EE AT NURSERY, ROTATE TR.EE TO FACE NORTH ~HEN PLANTING, SCALE: 1/211 = 11-0" = c c \t) E c 'E E - !n ~ . f2:\ TREE PLANTING AT PARKING AREAS ~ SECTION -- j . . . '-... '* ", ... ....,' If' . .. ..... ".J..,. w ;.. :. i' : .. ;.~: ~ .: .11: ~~:. .~, :;~ ,~ .. ".. .... ~ ADJACENT PAVING ~ STRUCTURAL. FILL 6ACKFILL TRENCH ~ITH SAND OR TOPSOIL AS SPECIFIED IRRIGATION SLEEVE (L..Oc.ATIONS TO 6E vc,cRMINED) COMPAC, t:V SU66RADE .,~ -T. Z i: m 15" NVI t:: - EXTEND SLEEVES 4" 6EYOND PAVEMENT EDGES, -INSTALL 1><2 RED-TOP.~, LOCATION STAf<E5 @ FACE OF ~ OR CURS @ BOTH ENDS OF ALl... IRRIGATION SLEEVES. HOLD DO~N 1" 6E1..0Vi TOP OF CURS ~ ~, - INSTALL (1) 6" SCHEDULE 40 P,V,C, AT EACH LOCATION, ~ IRRIGATION 5LEEVING \t:::j) SECTION . SCALE: 1/211 = 1'-011 " ~ ."" ..' ..c . -to s::: .} 'E~ m o @ C. 50D AT LAY'tN AREAS 1, INSTALL Ac.c.oRDlNG TO MANUFACTURER SPECIFICATIONS, ;2, CONTRACTORRESPONSI6LE FOR-MAINTAINING SVvvr::V AREA THROUGH ESTABLISHMENT, 3. RE-50D 6ARE AREAS AS NEC~C.C,AR.YTO ACHIEVE FULL HEALTHY i1JRF, IRRIGATION SYSTEM REGUIREMENTS 1, COMPLt: I c IRRIGATION DESIGN~ILL 6E SU6MII I cD FOR BUILDING PERMIT. 2, SYSTEM ~ILL PROV'IDEHEAD TO HEAD COVERAGE AND SEPARATE ZONES FOR DIFFERENT SOLAR. ORIENTATIONS. HEAD LAYOUT ~ILL MINIMIZE OV~PAAY ONTO PAvEO SU~FACES. S, THE MAINLINE ~ILL HAVE MANUAL-DRAIN VALVES, SYSTEM~ILL 6E OPERA",t:J..I AlJTOMA TICALL Y. 2 ~~ l-- \f) :I: ::J ~ !zto~ ~~~ ll..Wll. ltllQ \f)2 ~ ~TER PROOF CONNECTION ....., :/. 90. -INCH. LINEA~ LENGTH Or: ~IRE. ~. · COILED ~ ID TAG - RAIN 61RD VID SERIES . . VAL.VE'eox ~ITH LOCKING COVER: '. . ~. . ..................~.. .' . .' " 1,2-INCH SIZE, 6ROV'iN LIDS IN PLANT /.. ... ... 6ED5,GREENLlDSAT~NS /' /' /' '] f~~~ ... FINISH GAADE/TOP Of MULCH f ~';~~' REM(..II c CONTFtOL V AI.. VE: 9"-5" RAIN 61RD PEB-PRS-D J , 9" PVC sc.H eo NIPPLE \ NI6c.O T-119 GATE VALVE ~ ~PVC 5c.H eo ELL \ I>' ~...J . 'PVC, sc.H eo NIPPLE r: (LEN~THAS REGUIRED) . ~PVC 5c.H.eo I cc: OR ELL ~PVC: MAINLINE PIPE AT"'T"'rc.OVED FIL I CJ"(. FABRIC AT AL-L OPENINGS OR HOLES INVERTED VALVE BOX SUMP ~ITH LID @ t$j::ss~ts~~~i~i}~rg~~~;~*~~~s~ "" PVC LA'I croc:.AL PIPE ANGLE TO SPECIFIED DEPTH SAND BASE @ @ AUTOMATIC, GONTROL VALVE SECTION 5GALE: 111 = 11-0" \0 Topsoil As SpeciFied 6ac.kFfII Trenc.h ~ith Sand Or Topsoil As Spec.iFied _Irrigation Lateral Pipe POP-UP SPAAY SPRINKLER FINISH GRADE/TOP OF MULC.H SPIRAL BAAB EL60~, RAIN BIRD SSE MODEL OF<. APPROVED S~ING PI FE. 15-INC.H MINIMUM LENGTH: RAIN BIRD SFX SPIRAL BARB EL60~, RAIN BIRD SBE MODEL OF<. APPROVED pvc, LATERAL FIFE pvc, SC,H 40 I t:t: OR ELL. MARLEX STREET ELL Irrigation Main Line Pipe , . c.ompac.ted SUbgrade Sand Bedding As SpeciFied FLUSH MOUN I t:D POP-UP .,~ :=~y NOZZLE 5PR::=~1I2.= N~" IRRIGATION I r<ENC,H r:r\ THROUGf-1 ~N ~ SECTION 5GALE: 1/2" = 1'-0" Q;) ADJAGENT6lJILDING OR EDGE OF PLANT 6ED \ o o o. .~ ~. ~ 0' oc o o o ,0 ;<. ~ 0,> o SPACING "D" 9" O.C. 6" O,C, q" O,C, 12" O.C, 15" O,C, SPACING liD" 15" O,C, 24" O,C, SOli O.C. 96" O,C, 48" O,C, RO~"A" 15,6" 20,5" 26.0" 90,0" 41,5" . RO~"A" 2,6" 5,,2" 1,5" 10.4" 13,0" GROUNDCOVER SPACING DIAGRAM PLAN NTS REMOVE ALL 61NDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TfWNK) ~ PLANTING SOIL ~ITH SPECIFIED FERTILIZER AND AMENDMENTS COMP AC I t:J..i TOPSOIL (6ELO~ ROOT BALL.$ ONLY) SCARIFIED SUB-GRADE 2 x ROOTSALL DIAMc I cR - MIN, :. TYPICAL SHRUB PLANTING SECTION SCALE: 1/211 = 1'-0" rBUILOING WALL ~ ~ , . /' G SPECIFIED CONTROLLER: ~ ~ ~',~ ~ ~ ~~ CONDUIT AND FITTINGS JUNCTION BOX WIRES TO REMOTE CONTROL VALVES 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY CONDUIT AND FITTINGS: UNDER GROUND: PLASTIC. CLASS III. FEDERAL SPECIFICATION W-C 1094, ABOVE GROUND: ALUMINUM, FEDERAL SPECIFICATION WW-G-540. AUTOMATIC, CONTROLLER ELEVATION 5GALE: 1" = 1'-0" ,~ L,.,c, , . ~v:~>~~~~~>~:~ ij//>/>> FINISH GRADE .. ~ 1 CU.FT, DRAIN ROCK ~ITH flL I t::r< fABRIC, SURROUND 10" ROUND VALVE BOX ~ITH LOCKING LID 4" CORRUGA I t:V PIPE SCH, eo NIPPLE 5CH ,40 PVC TEE PVC MAINLINE 6RASS GLOBE VALVE MANUAL MAIN LINE DRAIN VALVE, SECTION 5CALE: 1" = 11-0" .... ~ 00 . ~ 00 ....0 U ..; ~ ~ ~ ~~ , ~ 1 o~ ~; ~T 1 B I ) I ,~ ~~l ~ ~~1 i ~T 1 T :! ~n~ II II II .... ~ CI' S Q e ~ ~ w o ~ (I'j ~ :.= o $ . Clf') ... ~G\STEI?.b ~V 279 ~.o .~~ ~ David J, Dougnerty ~ ~ Co) ~ OREGON ~ ~0 ~, 4PE A~\j~T \JI .sf ;1 ~ J B ~ ~ ; li~ Ifi i!i .., I... ~ Note: Minimum horizontal Glearanc.e between lines: 2 -inch and smaller pipe: 4 inches 2-1/2 inch and lar~er pipe: 12 inc.hes Minimum vertical c.learance between crossing lines, 1 inch REVISIONS 1 2 3 4 5 L- a CD ill W ~tl1b ~(VO ~CJ)uJ L <3::, u:: <3:: <3:: CD >-.2:L- LL a:: <3:: " en en - LANDSCAPE AND IRRIGATION DETAILS AND SCHEDULES date 5/29/2009 file d,b. NMA ~~o~