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Home My WebLink AboutApplication APPLICANT 4/11/2008 (2) ~ < \0 ~ o .-I 00 o o ~ ~ <::r * ::: ~ II") l' .-I , ~ A.. r./'l , .-I U - II") l' - (i) ..2 ~ U - :i --- ", " ......, '" I / , \ \ '?I, \. \ r~~~.~4" . 0 28.lSLIDING - ~~ OlrlXl W fA. W J ~ ~ A~CESS GATE _ _ _ _ / I _ 0- - ~. i ! ~ ~ p;t 1(PROPOSED COMMERCIAL i ~ ::> ~_.~~.~---~.v_ ".~>. DRIVEWAY APPROACH ! ~ ~ q.~.., i'~""'J j ~ j ,.\ / , &'i.... lil "''-, !! i \\ r PROPOSED 6' DECqRATIVE 7' ._~~ ~ '<'c,__~,. J ;! t \\f IRON PERIMETER FENCE PROPOSED P.U;E. r", -", ~. ~ ","> ' ,.' .' '-:--Hl":"'~ '/ SEE ELEVATION ' ~~< ~ ~~.,..,... ':' ,,:.........:..:~<7...~.. _ TIDSSHEET ' '" ILl' 142 13' '''<~::'~~ ~.~:' ::~c.:.: '~ I S89042'23"E --.... '"-..- . _..... ... ,.....:........., -~. - ....... ~ - - 12 / '7'.- ------ ~-- ( ---';:,,....-.-.--, \\ / -------- - _.::::!... ~ /' ---- === --= I / /J, 6' 28' 5' l, ~ fJ'.i II ,/I~" 9' -- ENTRANCE r-- /' I ~ ~ . ,~. TYP. r:::= 6- ~_ ,~A.. Nr" ~ ~..SALES ,Z 0 -""'./ R=3.0' -- 4' f-- qFF~CE I ~ =rT'! I 1 .....,.. f- 1 pOB SF · ~ ;;: ..,.....\.,.. 27' V 10! I ~ I 3 SPACES@9'EA. I ;;-1 'I I \\ A /\ - :_:, ~\, I l' I> I il I ;;s ~"" CAR PORT ( ~" i - ~ &. \.../ ~ -i I -^ ./ 0\ i>, ~ I; \ \ r- - r~\ ~ 00 ~ '" ~ MAIN /i, I \ ~ -@) '" ~ ",;;s ~ I ~ TORE '" ~ ~ E-< '0 ~ '" \1' ". EXISTING 6' WIRE FENCE ~ J I I r- PROPOSED SIGN ~ Cf') fJ;.l ~ ~ - ~ --I -'- TO REMAINl~ \Of , (/) U N fJ;.l 0\ ~,4, 0, Ki I AREA,~. ~ ~ ,E-< I' .,...J:'", Cf') S8904~~E --- - V ~ 0 - i R=2.50' - 'R=. 2.50':'i\ (~ R=15.0' "" ~ : ~ t t=2.50' ~t \ ' JJ '" '" :::... --. ~'~ .." ! ~l t I UfJ;.l ; 9'x4' COVERED I I fJ;.l 29' SLIDING ""- ~: 'Z:;r ~ TRASH ENCLOSURE 56.90' , III og'~ ACCESS GATE !"I );;-, ~;;'i> ... SEE ELEVATION \\ ~ I , Ilr~ .,.- i ~'''r'~ ffi THIS SHEET,<,~ · ~:~~ 131 iZ o ....... l "\.:, 117' " i FENCE W/24' 0 R=15.0' \ ~ J; ~ ,\\\\\ 13 SPACTS @ 9' EA. R=3.00' >-;: -., ~ ~~~~O' ,-_!",,,,,,,, ! ;' :_ /I =' l7' i/// f 9' rI I ',.~;, I ~ EXISTING 6' ~ ~ I HO' 48'} I / / J I\\.,TYP. . 1 f'~"-~~-'"'- 'r , / WIRE FENCE 'I" '.'1........' ~'~ ........ = ~ ~ ~ - ~ ~ ~ ~ - · :' i 1""\, J TO REMAIN ~ 0 C L__________~____________ ~l-------------- ,'---''- -------f---;~ ----~y'~ ., 'r x- i.- - - , 205.01' - - S89d44-i50'E - ,/ I/'/~ /7".::::0::- ; PROPOSED 6' CHAINLINK FENCE .J 1r .i,~ ~@@ .. / /" .,' ,/ / ('/'/'/>"''''''''': 11 i j I I I I J I I I I IYW ----------------- ~ I ~ [Q) ~ ~ l~ 7' . PROPOSED P.U.R 7' . PROPOSED P.U.E. II SITE INFO: 42ND STREET AND SMITH WAY SPRINGFIELD, OR 97478 TAX MAP 17-02-32-32 LOT 300 ACRES = 0.62 ZONED: COMMUNITY COMMERCIAL PROPOSED EMPLOYEES: 2-4 WITH NO FUTURE EXPANSION PLANS. TOTAL SITE AREA: 0.62 ACRES IMPERVIOUS SURFACE AREA: 0.47 ACRES (76% OF TOTAL SITE). LANDSCAPE AREA: 0.12 ACRES (19% OF TOTAL SITE). ROOF SUPPORT F.G. I I I 90' R/W~ I I I 63' EXISTING P A V. I I I I I I I I I I I I I I I I 'n FRONT VIEW I I I -- lr a lLe ~(Q)@ lr a [be ~(Q)(Q) If a lLa ~(Q)(Q) lr aILe ~(Q)il I I L_~_ -- -- -- -- j ~\..'~'C'-- ...."- "..,.'"'..,.".,'~"".. .,~<~"~:~,~ ".,<"."'.,...,~-.,..,.~~."." ~;S9."'Y"_'...:,,,..-:,.~...,,. --..-i; ~I~ -- --..- tralLa 33@1] SIGN NOTE: THE TOTAL AREA FOR THE FREE STANDING SIGN SHALL BE 100 SQUARE FEET FOR ONE FACE OR 200 SQUARE FEET FOR TWO OR MORE FACES AT A MAXIMUM OF 20 FEET ABOVE GRADE. PARKING AREA: 0.40 ACRES. INTERIOR LANDSCAPE AREA: .02 ACRES (5% OF PARKING AREA.) 4" 1~ CORRUGATED METAL ROOF CORRUGATED METAL ROOF ROOF SUPPORT --1 ..... 8"x8"xI6" CMU BLOCK TYP. CAP BLOCK 'n F.G. SIDE VIEW DECORATIVE IRON FENCE ELEVATION N.T.S. 9'x4' T:RASH ENCLOSURE ELEVATION N.T.S. . -- <9 @ ~ IJ d o ~ \0 - , 8' COMMERCIAL AVE:'- - ...,. I - - - -.....-...... , 1300 -, "'-Oq" II- ~~ , 700 ~ ,;.pC ' I ~ ,~ (/) ~ tS> 601 602 0 ,~ ~I - - ~'600 v 500 ---: '" I , "I 1300 '" : 1800 1703 1000 1100 100 200 300 o 0 o 0 o ..... ..... ..... 1200 2101 o o ~ ;! ~~ 1502 _1:0~ ~~ _~_ ~ 22~ _ McKENZIE HIGHWAY U.S. No.126 2601 2500 ~2:: ,'- - ::- -1 ~ I- - -- VICINITY MAP N.T.S. 'n II") 00 7:::> 0\ I PROPOSED 6' DECORATIVE ."~Il\JI IRON PERIMETER FENCE I ~"-' I SEE ELEVATION I THIS SHEET I ~r PARKING GRADE EXTERIOR LIGHT=- - REFER TO LIGHTING PLAN 3' o F.F. 20 0 ~~ RAMp WEST ELEVATION CARPORT STEM WALL 5" CONCRETE SLAB EAST ELEVATION 'n l' 00 ..... 7:::> 0\ I. 28.0' =jfa l'E-i r./'l STAIRS .1. 5.0' .11 NORTH ELEVATION PARKING GRADE RAMP SALES OFFICE ELEVATIONS N GRAPHIC SCALE 10 I 20 I 40 I 80 I ( IN FEET ) 1 inch = 20 ft. CAR PORT 7:::> o - STEM WALL 5" CONCRETE SLAB PARKING GRADE 3' 3' o Qo I \0 o A.. = fJ;.l l'f-t r./'l F.F. F.F. STEM WALL CONCRETE SLAB 5.0' 28.0' SOUTH ELEVATION \Il ~ ~ \Il ~ j ~a ~... ~~ ~<? It) ..... " ~~ ~~ 11f~ ..... o rt 0\ ~~ ~- ~ ~~ ~O\ ~~ ;S ~!i t' gjg iS~ 0...c · ~!i! Qr-- g~ R o~ -0 \0 . (1')13-4 o ~ S2~ ~~ r:JJ.~ <> O~ Uz ~< r:JJ.~ ~~ ~~ Od~ ~ ~r:JJ. r:JJ. < ~ ~ l:Q r./'l l:Q ~ r./'l ~ ~ ~ .. ~ II ~ Q = ~ ~ :: ~ 0 u:l ~ ~ ~ Q Q tI.l ~ ~ V) l' ..... I ~ A.. r./'l J ..... U \0 o o N ~ I:Lt t:Q o g ~ ~ ~ ~ ~ z o CI ~ o g~ C:s ~O~ E--"U ...:l N~~ ('f) ~ N~~ ('f)~~ N~rI'J o ~ IQ ['-.~ ~~ ~ ~ CI ~ ~ rI'J ~ I EXPIRES: 12-31-20081 SHEET: Cl loF9 ;:g ~ o <;1 N 00 o o ~ ~ M * ~ V) t--. - I ~ ~ r:/:l I () - V) t--. - -vi Q.) lE '"g u - Z .......... -- -- ----- ---....... --....... d ~ c:=J g [Qb IillJJ ~ ~ (Q) g ~ rr c:=J ~ ~ ~ ~ (Q) g \ r= ~"'==^''"E''::::::~''~ , ~~---- "'~ ~I ", ~~~>~~-=t--f1 :; \ \ \----- WJ I \ \\ '~(Q): \ \\ ~ I \ n ~ I II ~ I :: I I~ :: ONL Y : ~I II 10 :: : ZI II I I EXISTING 90' IVw~ ~ EXISTING PAV. I I I } .". I I ./ " lMlllE IQ) D lUJ lMll IQ) IE [M ~ DIrW lR11E ~ D (Q) IE lNltrD~[L Ile[la ~(Q)(Q) lJa[la ~@(Q) Ua[La U'(Q)(Q) ~lMllDLr[}=[) W ~ W EXISTING SIDEWALK - - -142.13'- - - - - - - - - - - - - - - - - S89042'23"E- - - - - - - - - - - - - -'- - --- ~(QrlR0H~n1rW ~(Q)lMlllMll~~~n~[k--.-,---j I -- -- I lJ a[La ~(Q)il -- II II :>'.... III II! Iii L m III W -_ '~: ~ I ~J ~ ~==== -- \g ';0 -~~ r:/:l 1-1 @ ~ ~ _ 0- ~~ f-4 r:/:l 1-1 @ --I; ,",''--':..<A./",,480~'"'''"''''' ,.~& 7. , I II I II I II I II I II I II I \I \ 1\ I II I II I II I II I 1/ I II I II I II I II I II I 1/ I /I I II I II I II I 1/ I II I 1/ I 1/ I /I I II I II I /I I II I II 1 II I II I 1/ I II I II I II I II I II I 1/ I II I II 1/ \I I 1/ I J -II loJ <::J\I I .; II N. I~ II 1 :: I l\ II~I II ~: <t II~I II t/i I /101 1I~1 II~I II@I /I I II I II I II I II I II I II I /I I 1/ 1 /I I 11 II I 1, II I ! .......~:~',',,:.:.~.....w. I ...'.:'./., .~. . I ~ ; ; If II I!. I 1/ ! . I M'....... II ! I /I I I II I II I I II I t ~i' .....\~ ';II II 1/ II ~I )1 I I JI I I tl I I \. ;.~ '\ CG(Q):~ lMll QJJ lNl OIrW ~(Q) lMlllMlllE lPd~O~[L ; ~_,~.",~, 9"F n as.>1)'1)' b_._.......~:;~ ::~ '1 ;~. " ^ aD. .'" ..i~_......'"'., . _~ I,.l/(v'~ !\\, '\ , , 1 /' '~\ I I I I I I I I I I I I I I~I I \~ I I ~ U I I I I I I I I I I I I I ~,; \. -~ \ '" .., "" -'-"" ..,'......-. ';""~"""""'~'" ....~ .,,-' I .0,. ," { ..,,/ 'w,'".,.."..'_s"..n..'.N.....'....~...."O. ; Ir -- -- 205.0 l' ~...:,p.'-..,,~.~A........,"'.___ ~....."" . " \\ J l lfi: IL, a ~(Q)@ ,""""" ~"""'- ~ '-^,,-', -....- ,,..~_..... ~,-~...,..,# .r. '''''''~'"', "'""'" ~.," . .- #..... '-.....ow _".... ^~ ~.~ ,.,r"" " .. -' ",,,,V' ,#,-r."~.r""~"'''' .... .~' r ,....v.r~ ",.,"" ........",....,..... .:/1' ,.' ~#....""./.r...~~ /- ...:/" "y'".<f'.' "....... ..-' t"<" .....,:~~.~..... ."'.....~.,,~~' '. p ~"!'. ", " ~ ....~r...._ ,........... ..._~ '""~. ,.......,co..;. ~""~. '- ~ :y ~(Q) lMlllMll (UHi\U OIrW ~(Q) lMlllMlllE IF{1 ~ D~[L -- -- -- f ..-4 0..-4 I~ 00 ;.n ...._e.",. U a [Le 3)(Q)i] "",/;";. ,,". .-:.. ,,$/ '\ - ^-../ \0 0\ \r ~ /1'.\ r ' 01 62.91' S89042t23"E / .<./.':' {>;.#..", ~"'''';.t,.;t '.....,.............. t.~""""'" .~.,?-, \. \~ ~~ /~~ 482:".,,0",'" f 01 - /'."<."...._..~. '," .. ""'."'\, / ~ /! ""p ~ " <~ ~-:' .... ..,r i ! , ,483-.... / ! }- - ~,89.644t 15"W .// )i , i ; .~..'--...."'..~...- .~/".~ "'v~' "...'" ;:" 'f:"-:-''':-''''f''.'~~ ..~ / ./ @ @ ~ D d D F N GRAPHIC SCALE r/l ~ t-o-f r/l t-o-f ~ -- 20 0 ~ 10 20 40 I I I ( IN FEET ) 1 inch = 20 ft. 80 I - -. LEGEND -- CENTERLINE SUBDIVISION BOUNDARY PAV. PAVING RJW RIGHT-OF-WAY - - - - - - - - - - - - - - EXISTING IMPROVEMENTS EXISTING CONTOURS -- --- DECIDUOUS TREE CLUMP j ~~ ~ .... <1 ~ ~<1 ~.-4 " ~~ ~~ SITE ASSESSMENT NOTES: 1. THE SITE HAS BEEN DETERMINED TO BE OUTSIDE THE 500- YEAR FLOODPLAIN. 2. AS REFERENCED FROM THE CITY OF SPRINGFIELD WELLHEAD PROTECTION MAP THE SITE LIES IN THE 10-20 YEAR TIME OF TRAVEL ZONE. 3. AS REFERENCED ON THE CITY OF SPRINGFIELD WETLAND INVENTORY MAP THERE ARE NO ON- SITE WETLAND AREAS. 4. THE SOIL TYPE FOR THE SITE AS REFERENCED IN THE SOILS SURVEY OF LANE COUNTY IS 1 19-5ALEM-URBAN LAND COMPLEX. THE WATER TABLE FOR THE AREA IS DETERMINED TO BE GREATER THAN 6 FEET. .-4 <:> t:t Q\ ~ ~- ~ 8~ ~~ "0 ~ ~!i . ~~ f~; Q", g~ R <:>. ~q ('t'lp.. 1000 100 1100 o r-. ~~ r-.~ OO~ <> ogz Uz r-.< OO~ ~~ ~~ O?jr-. ~ r-.OO 00 < ~ 200 IYl COMMERCIAL AVE:- - -" ( - - - -.............. ~" 1300 -'I Q'\. f- ~'o/~ , 700 ~ , ;,pc " I f- ,~ V> -{ \5' 601 602 0 ,,~ ~ I - - ~ '600"'" 500 --~ '\. I , "-.I , I 1300 '" I 1800 1703 300 o o ...- ...- 1200 2101 o o ~ ~ ~~ 1502 _1:.0:J r,,~__~_ @ 22~ _ McKENZIE HIGHWAY U.S. No.126 2601 2500 ~2~: r--::--l ~ 1---- VICINITY MAP N.T.S. ~ 1-1 f-4 a:l r:/:l a:l ~ r:/:l ~ ~ ~ .. ~ \I >c ,.... _ ~ 1-4 - ~ ~ :: ~ Ci ~ ~ ~ ~ Q Q 00 ~ ~ V) t--. ..... ~ ~ r:/:l I N U \0 o o N &J ~ o g ~ ! ~ ~ ~ ~ ~ f.I.4 rJJ Z zO O~ tI~ ga~ 00 ~U O~O O~7. :S~ .0rL} ~~U ~ ~~~ ~~~ N~~ o ~Z ~~~ ~ rL} ~rL} O~ ~~ ~< rL}~ ~ ~ foIot ~ ~ rL} J EXPIRES: 12-31-2008 I SHEET: C2 20F9 ..""". " """ ....., ~ l"- -::t' o ..... 00 o o ~ ~ -::t' '* ~ ~ l(') l"- ..... , ~ r:l.I tI:l , M U - l(') t'-- ..... (i) (l) ~ ~ U - Z I I / I I I ) I~ I ONLY ~ I I I I I I I I I I I~I I~I I ~ 'U I t3 _ U 1;i~ U I I I I lJ e [be ~@LI lJe[be ~@@ II 1/ II II II II II \\ ~ ~ , ~=-===-=== I I L -- -- lJelLe ~@@ TeILe 7@(Q) -- -- = = = = = = = ===: =.= = = = = = = = = = = = = == = = = == f5 ~- ~ r:l.I _ 0-- ~~ ~ tI:l - :><: ~ ~lMilU1F[H] W ~ Y! 42' CURB CUT ......,--- --=m=.. == = === === = = = ==-= == = = ~ [!ill) [!ill) (Qb ~ (if/i) (Q) ~ ~ ~ "1== /~--- II / t ( 71 tr I If I I 11. 2.0' TYP. 1/ I II I II I 1/ I 1/ I II I II I II I II I II I II I II I II I II /I I II I 28' ENTRANCE BICYCLE PARKING - - AREA(2SPACES)-- - - - - - - - -- II /I I I lJ eILe dl).(Q)@ , .'" , "" " '- '\" '\ '\ \--- " \\ \ \ \ \\ I II I II I II II II II I /I II I II I II /I II 1/ I II I II I 1/ If II 1 II I II I 1/ I II I II I II I II I " I II I II I II I 1/ I II I II I II II I II I II I II I II" I 1/ I II I II I II I /I I II I II I II I II I 1/ I II I /I I II I II I /I I II EXISTING DRIVEWAY ACCESS /I : I II I I Pil II I II I I 1/ I I II I II I I II l -- T e ILe ~(Q)lJ -- N GRAPHIC SCALE 20 0 ~ 10 W 40 I I f ( IN FEET ) 1 inch = 20 ft. - . LEGEND ^ ^ 80 I II 0 l1li DUAL 400W METAL HALIDE SQUARE LUMINARE WITH INTERNAL HOUSE SIDE SHIELD MOUNTED ON 16' POLE & 36" BASE. ~ SINGLE 100W mGH PRESSURE SODIUM "EUROLUXE" LUMINARE MOUNTED ON BUILDING 7' ABOVE FINISHED GRADE. CIRCULATION PATTERN ----- 6' WHEEL BUMPER LANDSCAPE AREA @ @) ~ o d o ~ ~ VEGETATED SWALEAREA ~ GRASSY SWALE AREA SITE NOTES: TYPICAL PARKING SPACES PROVIDED: 35 DISABLED PARKING SPACES PROVIDED: 1 GROSS FLOOR AREA APPLICAPLE TO THE PARKING REQUIREMENT: 1008 SF NEAREST TRANSIT FACILITY: THERE ARE NO TRANSIT ROUTES AS FAR NORTH AS OUR PROJECT AREA. THE NEAREST TRANSIT FACILITY IS LOCATED AT MAIN AND 42ND STREET. 00 ~ t-004 00 t-004 ~ " to J - ~~ ~ .~ ~~ tI:l ~ ~ -~ tI:l <=> ~, ~ ~ to .-. N " ~~ ~ II ~~ Q ..... ~ ~ r.ij ,..., ~ r/.) ~ Q 00 0 l!: 0\ \Q ~ ~- ~ l!l ;! ~ ~O\ ~ ..~ l(') ~ ~~ \0 t'-- ..... 0 ~ ~ffi 0 N r:l.I ~g fi1 tI:l I t~ M ~ U . ~~ 0 l(') ~ ~ l"- gl' U ..... g~ 0 R ~ ~ ~o Q ~ \0 . ~,::s.. Q J;;Lc ~ Z~ O~ o ~~ ~ o~ <~. O~~< ~ ~ gs~ ~ 00, . Q < ~ ~ Z ogz ~O< Uz C'fUZ ~< ~~O CZl., N ~ ...... ~1-4 M~~ ~~ N~< ~~ ;!9~S ~CIJ. ~~U 00 ~ ~ ~ ~~ ~ OU ~ ~~ ~~ r/1U U < a E:: ~ ~ t , EXPIRES: 12-31-20081 SHEET: C3 30F9 N I I I I I I I I I I I I I I I I I I I "~ I "1 I I I I Q !{1 '0 <f> I I I I I I I I I I I J i i I I I I I I I I I I I I I I I I (f) I ~ I 00 3: I -- -- ....... __ ~ I -- -... __ -- '8!!SS~ I I -- -- I -- --18:: -- f- kS SD.... +- 5! I I -1- tI.l ~ J-4 tI.l J-4 ~ GRAPHIC SCALE 20 0 ~~ 10 I 20 I 40 J 80 I Lr 0 lLo ay@@ llolLo ~@@ 1rolLo 5@@ 1rolLo ~@Il I I / I I ( IN FEET ) 1 inch = 20 ft. ", , NOTE: ALL SIDEWALK CONSTRUCTION WILL BE 4" MIN. P.C. CONCRETE OVER 2" MIN. 3/4" MINUS COMPACTED CRUSH ROCK. ."",.. -- -- -- -- -- -- \:>._~-'~.,., '''~, /9 .,''';;;:;::::.,~._.,"''.,'.,.,_,__~ _ _ _ "\ _ _ _ _ _ _ _ '''7'''~'''=, /"1- =, -, ~ - - - - - - ~ = = =",-.__._,-~\~~.,..".,..,-~,.,.",.,.~-,_.=,..",..,....-,. ~ ," =("= = = - /;' 'i "-'-~~"01r!J={] w ~ w~_., \ . ;' "\ 1 C'>" . " I ' \ / ' ., LEGEND .: " \ / ~ ~ \ / - / (, '18"SD -f\ - - 1:., - - - -/- - /- - -l-~- - - - - - '18"$0-- - - - - - - -- f~6~ATEEX.\ i j to MAILBQXES \ ? / ., . L- \ ;::-. .; :;..~,L_____-----12'W------------ ,,---=-:::.,Ol-:t~ ,::.'~" .~~ ....-.-:...... ::--:--.::::::. ~ ~...-:-:- -:":. -:-::-: ~. -:-. -,.."...."..,... _._. _ _._. _ _,--:.. --=' ..;;..;.;.. -= ',' .' -Ll ji - - - - v " "<-' EXISTING PROPOSED 04"SEWER- 4" SEWER SERVICE W\CLEANOUT ~ POINT OF CONNECfION -1"WATER- 1" WATER SERVICE POWER POLE GUY WIRE TRAFFIC SIGNAL BOX FIRE HYDRANT STREETLIGHT CURB INLET AREA DRAIN STORM DRAIN MANHOLE SEWER MANHOLE TELEPHONE RISER WATER METER UNDERGROUND ELECTRIC LINES WATERLINE GAS LINE OVERHEAD POWER LINE FIBER OPTIC LINE STORM DRAIN LINE TELEPHONE LINE SANITARY SEWER ~ -<t .. ~ J - ~~ ~ 'tfl ~~ CI.) ~ ~ -tfl CI.) 0 -.;t. ~ ~ It) _ N ... ~~ ~ ~ II Q = ~ ~ :: a:~ ~ c:; p;:} i ~ Q Q 00 .... 0 ;:! 0\ ~ ~- ~ !!l~ ~ ~S; '1:! ~ ~~ f.() \0 ....... .-4 S~ 0 ~ 0 N ~ ~g ~ en I ~~ -.::t ~ U mlotS 0 .. ~8 f.() ~ f-l ....... Qr-- U .-4 g~ 0 R ~ ~ ~d ~ ~ \0 . MP.. Q [81 ~~ -9y~ 1) ~ 00 WATER METER o--6"RD- 6" ROOF DRAIN LINE W\DOWNSPOUT 1m @ @ Q) 6"RD 12] PROPOSED ~ -- SALES OFFi'CE I 1___- I I I I I I I I I I I I I I ~ ROOF DRAIN OUTLET POINT PROPOSED SEWER CLEANOUT TYP. rr l!J!JJ ru (Qb IF rt!ilJ (Q) ~ ~ ~ . [foLo ~@1I 00 \\ n II II \I 1\ II 1\ /I II II - -El:EC- - - -8"'W- - ~ f.L! U) ~ - -OHP- - CAR PORT -FIBER-0PTIC- ~ f-l ~ - -48~$D- - I I r - -TEl:E-- I 90' R1W~ .-4 <9 <9 ~ o d o IF - -8~$$- - 0)"\\ I'. o .\\ /I II 1/ /I II I 1/ ( II I II I II I 1/ I 1\ I II I 1/ I 1\ I II I II 1 II I II I 1/ ~II VII I 1/ I /I I II I II I /I I 1/ : ~"" I I . __~-SD- I \ I I II I I 1/ I 1 II I I 63' EXISTINGPAV. I PROPOSED AREA DRAIN 5 Cj gz o~z o~< OE-4~ :s~ .oE-4 E-4~u Z ~~~ ~~~ ~~> ~ ~~ ~~~ ~ ~ ~ Cj ~ ~ r./'1 NOTES: 1. EASEMENTS RECORDED DECEMBER 4, 1942, REC. #115965 AND RECORDED SEPTEMBER 19, 1945, REC. #15770 LANE COUNTY, OREGON DEED RECORDS ARE BLANKET EASEMENTS TO MOUNTAIN STATES POWER COMPANY AND UNNAMED POWER COMPANY TO ERECT AND MAINTAIN ELECTRIC DISTRIBUTION LINE AND POWER POLES. 2. EASEMENT RECORDED AUGUST 24, 1977 REEL #861, RECEPTION #7753698 TO SPRINGFIELD UTILITY BOARD FOR ELECTRIC UTILITIES IS LOCATED WITmN THE CURRENT PUBLIC RIGHT-OF-WAY OF 42ND STREET. 3. EASEMENT 2002-062982 IS A RECIPROCAL EASEMENT ALLOWING TIllS SITE ACCESS TO A PRIVATE EASEMENT LOCATED ALONG THE SOUTH BOUNDARY OF TAXLOT 1800. I I I I I I I I I I I I I I I I I Q I ~ Cl .0 ~ ({) 00 I T I I I I I I I I I PROPOSED SD CLEANOUT TYP. I I I I I I I I I I I III II ; I I I I .. I I: : r--, t+~=; I I I I:: I I:: 4"8E WE.R o ~ ~~ ~~ rJJ.~ <> O~ Uz ~< rJJ.~ ~~ ~p::j ~~ ~ ~rJJ. rJJ. < ~ WATER SERVICE I I I U} U} t - f.L! ! ~ U .._,.....".J "... U"" < I ;; ~ 6"EXTRUDED "GLUE DOWN" CURB TYP. I I I I I I I I I ~..".,... -; ,., .... ~. ,""'~'~.,. ...' .",~ ~ .... ':: .~.~.., .....v"'~ri '. _t'> ~-.,.~..... 1l/~ lLo ~(Q)(Q) ~ I I I ~ ..... f-l ~-'~ .....'.'r.'~\....._~"'......". #" 1'... i~~- ~~,,:~~ ......., ~ -.::t -.::t o - 00 o o C:! C:! -.::t '* . II ~ '1:! l.r) ....... .-4 , ~ ~ CZl I -.::t U - f.() ....... .-4 - 00 ~ ~ C'\S U - Z I EXPIRES: 12-31-20081 SHEET: C4 40F9 I I I I I I I I I I 1 I I I I I 1 J I I 1 I I I I I I I I , I I I I 1 ~ III 1 I r II t,,>L I 1 I II) 1 I 1 I II J I I JJ II.~ I I ~ Ilil i 1 <f iii I 0 (/'l ~ 00 I ~ I ~ ! ~::~~8"S f: : kJ I ~~~~;~::~k 6S ~H I~==== o SD- -+- ~ I ~ I j\ I ~./f5\ I <kl\ I ~----18~SO-_ ~l ;I@---- I -----@ G: II -I - - -, -i 1 r5Li.J 0.. .:~ I I I 16,Hr I I ~ - - - H h - -18~SO- - ~1 , " I I I I?..l 78.85 .--12"W-----~-----0f------16W-I-I----r1J I -:J FL : r----i---i-r2'w--:l1=.<.- '" ~ I a I ~t/F- "'" ~ T 1 ~-J~I I; ...( -L - - '- "\~ {~ l----~I ~ iu >>f~/~ / " '\ I ~ ~ ________II. 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FILL (APPROX.) if a lLa ~@@ if aILe ~@@ <\ \ N GRAPHIC SCALE 20 0 ~ 20 I 10 I 40 I ( IN FEET) 1 inch = 20 ft. - - - - - - - - - -8~$$- - - - - - - -- - - - - -18"$0- - - -- - - --- -,-------~---- -- -- PROPOSED , SALES OFFICE llalLa ~@1J CAR PORT 81.10 AC ) 80.15 d,. FL 1,\\ r' 01 > 80.75 FL 82.25 TC 1 1 LEGEND xx. xx /XX (XX.XX) I xx PROPOSED GRADE EXISTING GRADE ) OR ... PROPOSED FLOW DIRECTION ~ PROPOSED AREA DRAIN (SEE DETAIL THIS SHEET) @ <9 ~ [] d [] F SAND COLLECTOR CATCH BASIN Oil &; Grease Filtration System With 8"$2$ Outlet PATENT PENDING " STATE APPROVED ASPHALT DIPPED POLYURATHANE FILLED PILLOW .. .. ~REASE TRAP GREASE TRAP LJ WITH HINGED LID STIFFENE I STIFFENE 481" 1. Bike proof, heavy duty traffic grate supports AASHO H20-S 1 6-44 loading 2. Oil/Grease Filtration System, Polyurathane Filled Pillow 3. Solid Diamond Plate Lid 4. Box fabricated from 10 GA. Material GIBSON STEEL BASINS 247 WASHINGTON ST. EUGENE, OR 97401 (541) 687-8672 (Fax 541) 687 -0033 STANDARD AREA DRAIN N.T.S. 80 I r/J ~ ..... r/J ..... ~ j i~ ~ ".. t? i ~t? V'I.... " ~ ~ ~~ t:1.c~ .... o r! C\ \ij~ ~- ~ g~ J:t1C\ ~~ ~ g~ t' ~~ i E-c~ 0..0 · ~8 St'-- g~ R o. \i)q (f')~ ~ t/) ~ ~ t/) ~ ~ ~ .. j:Q II ~ " - ~ J-4 - Z ~ -:-: ~ C; ~ ~ f3 ~ Q Q 00 ~ ~ V) \0 t' ..-I 0 ~ 0 N P-i fi1 t/) I V) ~ U 0 V) ~ f-4 t' U ..-I 0 ~ ~ ~ Q ~ ~ ~ o ~ 2 ga ~ 5 0 z < ~ ~~o ~ ~~~~~ O~O<<z U ~ u~ ~~ ~~~ ~~ jQfij ~~ ~~~ o<3t:: 9o~ ~ r.I:l p;.:j ~ r.I:l ~ ~ ~ ~ 0 ~ ~ ~ 08 .a ~ E=: 00 I EXPIRES: 12-31-2008 I SHEET: C5 50F9 ~ ~ 0\ -::t: N QO o o ~ ~ ~ * ~ ~ VI t"-- ..-I . ~ J:l.. {/') . \0 U -- VI t"-- ..-I -- tI.l 11) ~ c::J ~ Z I I / " ." = = = = = = = === =. = = = = = = = = = = =..= =:== = = = === II I II :: I if aiLa ~(Q)il /I II 1/ \\ ~ ~ , ~= -- if alLa 7'(Q)(Q) if a[La ~(Q)(Q) if a [La ~(Q)(Q) -- -- -- -- -- ================-== , "" "" ~ " ,~ '\. , '\ \\ ~ \ I II \ l\ I I II I I II I II I 1/ I II I 1\ I I II I II I , II 1/ /I II I 1/ . I II I II I I It I Ii I I II I II I I II I I II I II I II I II I I II I I II I I II I /I I 1/ I II I I II I I 1/ I II I~ I ONLY I 90' R/W~ /63' EXISTING P A V. I , I I I I I 3.75 FC 7.5 FC 15 FC ...- / I I I I J / ( \ \ \ -- - -- -. "- \ \ 1 ;- ----\ I I '" \, ! 1/ ');') ) !^ ^\ I / N ~~nif[H] WI ~ Y! GRAPHIC SCALE CIl ~ 20 0 10 20 40 80 ~ - --$~- ~ ~ I I I I Jooo; _ 0-- CIl ~~ ~ f-I ( IN FEET ) CI) ~ &J 1 inch - 20 ft. - - - - - - - - - - - --- -- --- ----....----- ------------, , [F Mdl [W:!] (~ ~ (CfftJ (Q) ~~ (~ (~ IF ell a ~(Q)(Q) PHOTOMETRIC TEST REPORTS 3.75 FC ----------- 7.5 FC ------- 15 FC - - - - - - - - -- -- LEGEND - . 1r alLa ~(Q)iJ _ -3.75 FC- __ ...- "- / \ ( \ I \ I I I (7.5 FC-"", \ ;' I "', I / / A5 Fe. , \ \ \ \ I ); I \ \ )^ ^\ / { ( \ I I \, \~~.J //J " -----',/ ....... ..,.,. .......-/" cg (9 ~ o d o ~ 3.75 FC --- '----", / 7.5 FC "- ,,/ ,,', , /'...".-/ ,,~15 FC ~'\ """--, ( ( I"" '-) I \ If} ( ". \J /' '-) '-"'-., ~-~-/- //'- " . - /' .........--- ,/-_/ '- ..0.25 FC , /' \ (0.5 FC" ) r ~ \ ) FC) I l '""' I I ~ ^ -....~ \ \,'- _ II) ,'-- -~./ ------ /" -- - ----- 1 FC ---------- 0.5 Fe ------- 0.25 FC ----------- 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 36000 LIGHT LOSS FACTOR = 0.72 OPTICAL HEIGHT = 19 FEET ARM LENGTH = 0.83 FEET TILT = 0 DEGREES FROM NADIR MAXIMUM ILLUMINANCE = 26.4 FOOTCAND ES r-'\ < \ \ " , I \ \ /' \ ) I / / /- \ I / )/ \ \ / / } I ) \ { \ 1 \ "-... _ " J \ / \ / \ J ( 1"" ) ,-" ......./" HUBBELL LIGHTING "SANTE FE" SERIES FORWARD FACING DUAL 400W METAL HALIDE SQUARE LUMINARE WITH INTERNAL HOUSE SIDE SHIELD MOUNTED ON 16' POLE & 36" CONCRETE BASE. , It') ~ - ~~ ~ ~ ~~ {/') ~ ~ -tf') {/') ~ b ''It'. ~ It') _ N "- ~~ ~ 1\ Q - iEp;. ~ ~ rij 1-4 ~ 00 j;;Q Q 00 - ~ Q\ ~ ~ ~- ~ @l~ ~ ::>t' ~Q\ ~ -~ VI ~ ~!t \0 t"-- ..-I 0 ~ 0 tl~ N ~ [iJ {/') . \0 ~ U . ~~ VI ! t3 t"-- 8t' .-4 8g 0 a. ~ ~ Q. ~ -0 ~ \0 . tf')p... ...., HUBBELL LIGHTING "SANTE FE" SERIES DUAL 400W METAL HALIDE SQUARE LUMINARE WITH INTERNAL HOUSE SIDE SHIELD MOUNTED ON 16' POLE & 36" CONCRETE BASE. SINGLE 100W mGH PRESSURE SODIUM "EUROLUXE" LUMlNARE MOUNTED ON BUILDING 7' ABOVE FINISHED GRADE. 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 1750 LIGHT LOSS FACTOR = 0.85 OPTICAL HEIGHT = 7 FEET ARM LENGTH = 0 FEET TILT = 0 DEGREES FROM NADIR MAXIMUM ILLUMINANCE = 2.2 FOOTCANDLES IESNA:LM-63-1995 [TEST] HP-05331 [DA TE] [MANUF AC] HUBBELL LIGHTING, INC. [LUMCAT] BRI-04-BRSx [LUMINAIRE] EUROLUXE SERIES [MORE] REFLECTOR: DIFFUSE ALUMINUM ENCLOSURE: FROST. PRISM. GLASS [LAMPCAT] 100A t [LAMP] 100 WATT IF INC [DISTRIBUTION] ROUND, BULKHEAD MOUNT W/CAST. SHIELD [SEARCH] IESNA: LM-63-1995 [TEST] L4581 SF [MANUF AC] SPAULDING LIGHTING [LUMCAT] SF2-H40-H4-F-HS [LUMINAIRE] SANTA FE 2 [MORE] SQUARE AREA LIGHT [MORE] TYPE IV REFLECTOR CLEAR FLAT GLASS LENS INTERNAL HOUSE SHIELD [LAMPCAT] M400/U I [LAMP] 400W CLEAR ED28 METAL HALIDE, HORIZONTAL POSITION o ...0 ..-I o 0\ ..-I o M AREA LIGHTING FIXTURE z o ~ o ~ 5 oz <~ o~~j f:-4~ ~~~ 00;> .SeJ ~~~o~ Uz ('fU ~ ~< <'?~eJ [j~~~~ ~~N~~ ?"~ 0 "f-1 o'd ~ ~:3 f:ij f:-4 [;) ~ ~ I r.n. ~Z ~ ~o ~ ~ r/1 IESNA: LM-63-1995 [TEST] L4581SF [MANUF AC] SPAULDING LIGHTING [LUMCAT] SF2-H40-H4-F-HS [LUMINAIRE] SANTA FE 2 [MORE] SQUARE AREA LIGHT [MORE] TYPE IV REFLECTOR CLEAR FLAT GLASS LENS INTERNAL HOUSE SHIELD [LAMPCAT] M400/U I [LAMP] 400W CLEAR ED28 METAL HALIDE, HORIZONTAL POSITION 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 36000 L1GH T LOSS FACTOR = 0.72 OPTICAL HEIGHT = 19 FEET ARM LENGTH = 0.83 FEET TILT = 0 DEGREES FROM NADIR MAXIMUM ILLUMINANCE = 25.7 FOOTCANDLES FIELD-ROTA TED OPTICS Footprints (TM) by Gardea lighting SQUARE STEEL POLE ~ ~ e ~ H 00 CONCRETE FOUNDATION , EXPIRES; 12-31-2008 , SHEET: TYPICAL AREA LIGHTING ELEVATION Footprints (TM) by Gordeo lighting Footprints (TM) by Gordeo lighting C6 N.T.S. 60F9 ()N L Y STREE'- TREE 3 EUA RUG ~ .a C05K 6Esc, I I I I I I STREET TREE I 4PLO I I I I I I I 9 EUA 2 FREA 15 ESe, 6G05 9-5" DEEP CHECI< DAMS @ 1.2' TO .20' INTERVALS MIN. .2 DAMS PER S~ SEE NOTE #5 FOI"t S~LE AREA sa:o MIXTURE SEE PLAN FOR . EXTENT OF S~.E AREA SEEDING 12" MIN. 6ROJ^lING MEDIUM -- BI I ~ \. SMA 5C05 2 AGRO 11 VIT / 1 G05 2 AG)vf 1 _ L \ c I " ~ d z ~ () m ~ UJ 0.. ~ 0.. ~ ~ ~ Iil 1i-1 n 0- [I tL m Ul ~ Z \S) 9-5" DEEP CHECK DAMS - @ 1.2' TO .20' INTERVALS MIN. 2 DAMS PER S~ .2' CURB ON A5PHAL T V'-~,. ~\..OT'e T' 2'\ ea/ ~1ot T'e~ f 3" SARK MULc.H s::: 'E ~ N .2:1 MAX. SIDE SL0FE5 PERMEABLE FILTER FABRIC 2:1 MAX. \ SIDE SLOPES 12" MIN. PERMEABLE FILTER FABRIC GROJ^lING MEDIUM l' CLEAR FL.OJ^l 5' AREA NOTE MAR' THE NORTH SIDE OF THE TREE IN THE NURSERY. AND ROTATE TREE TO FACE NORTH AT THE SITE ~HEN EYER P055ISLE. ISTING SID~ 6' l' N.T.S. G SECTION B-B YEGET A TED 5ViALE SECTION N.T.S. SI~CTION A-A ~55Y 5V'lALE ~noN TREE PLANTING AT PARKING AREAS SEC.TION PL.ANT eCHEPUL.E I KEY .1 GTY.I BOTANICAL NAME TREES ACC ACM ACRO FREA FRLA ZSGV SHRUBS AUC cas COSK ESe. EUA MA 013 PLO PLMV RHJ VIT 2 2 4 11 5 9 3 91 42 41 15 21 15 11 83 8 21 , COMMON NAME Ac.er c.irc.inatum Ac.er macro hilum Ac.er rubrum 'October Glo ' Fraxinus excelsior 'Aurearolia' Fraxinus latifolia Zelkova serrata 'Green vase' Vine Maple Bi Lear M Ie October 610 M Ie Golden Desert Ash Ore on Ash Green Vase Zelkova JSSTREET TREE 2 FREA 18 PLMV 9 c.o5K 12 HESO 9 EUA \ RUG / j C05K 12 ESe. ,\\ ~ // ~~ ..~.~~~~ :~ ~ . . . ;..:~ L'" 'L .......:-..... · ." .....~. '. RlJC .' . 1 . v . ~::-... '" '" r '. .., '" ------ .:. . + -'" ~- ______~ 7 ~~ .: ~ ';. · -""',m ~~:::;J >: < e Esc, T'.} + 1 Z5< 1yt .~ >->~. ..' 25/"/"\C.K AU \ I~~ 18PLMV ~~ ~ ~ ~ 9 EUA ;. ~~ . ~ ~ )J STREET TREE ~h... \ VISION CLEAt<. L-~i:' FOLLOY'6 4 /"..-""\C.K ~ m98 PLMV FENCING AT INTERSECTION \.A..I';;.J ,. ~~ ~ 1f)=" ~ ~ , . J'" . ORNAMENTAL FENC,ING ALONG STREET ~ ~ < - .. FRONTAGES - SEE ENGINEER'S DRAY'lINGS ~, ~ ~;IB . ~~ .. ~DJ ~ ,. r... ~STREET TREE57 \ i FLO RUG " " '- j~ __~ ~; ~~, ~.~ ~ 1 V~~___-=-__________________ . ~ :f: ~,~ ... ..., ~ "'?f'" .:~ ~SJ I 2 FREA .~ ~ ~~~~~,{~ + ~, \+ -----... ~. J-/r/ . ~ . '" . . _ 1'..( y ",..., \ ,..'\~,~\ .. ^ ^ A '7':"\ A. ~ 1 2VIT ,. ~ ---~ \1: I 3G05 ~ ~ ,2Ac,c, ~__I~/)L~ 2 08 < ==1 ft1." ?,~ ~ -- 1'+ · ,J'''''l;<; <P'" ~> L :3 HESO ~ :> r~ J .)i J ~ 1~~ ~ ~ .'" _ V erHJ r " .~ l I' .>-~ ;i ~ .~ ~1:" , 1 FL VI.. I>; ~'+t , I ,. C I ~ Ii /~, ~ A J ~ f..t"' '., .1 ,L. ~--~-~~< l ~ > < 1"'1 ~ . I'" I 7- < j ~ < 1+ J . 'I :...::: .1 -...X .A,.j ;::tj. ) - {I ::.' ~~~~~~5~~~~~AL w& 'l~~ < . Kt-. 5 FREA ;(>>, I< :'JRI ~ t · \....,..1 STREET TREE t · pi' ~. r'" 9 EUA "1 . .A,.' ~ \ I ) , .... ~ 'j R -{ > 'I I ~~ : < · m >' } 1 AUG \ J :;~ I I ,-.i~~ /\- ~ ~'"I " ...--, ,'r ~. V.1'". v". 7' ('1'.:....-.. f....-,. y~ I ~ \. \ \ J ACRO 2 Z5G /'j / \. · '., · · '. ...' ::: .'. · -:. / ,: .' ~ \. ! '-.~-,.... 3 OS 5 OS ........r-- ~ -: ~-t: I ~~ '" i+ ...,. .. ~ '" '+ I 1" PLMV ..'1 . -:: .: ~~j I k I I + IA .., x ~~ +... i..... ~~~ I. 1Cf HESO '" ,. _.....- I x '" .. "'i +" 0 I . VEGETATED STORM~TER GRASSY SMLE ...) t .. I 1 CLEANSING SViALES - TYPICAL x '" '" i + I ~' ~a AU AU %;=- 1 ACRO '. '.l: ,~~ .r " 9 VIT 9 ::>S\ ~ > < ... '" "'I'" ---l /~. \,or . . '" ... i'" c...j Jt-J ". " ", < '" .::-...:.~ 4 VIT 1 FL · .' r. · ~ < -~ -",- ~- ~ a:::: ~<> <C .2AUC,~ ..,.., '" I ..f~'.~~ ..). J /' ~. ~.J ~ ~ ~-. . J ~ ~ ~.. ...J.... ~/",j"''''I~ .. 'ro~"" .... ..., ~ ..... "" ... < / ~, ~ . ~. . 1 ~ _'+ '''' "'L......'" 11 L'::..... ~ '+~ "'.-e"'lO~...~... .. A -."'Q":"" ~'\..:!:. +",_+...",-'+N~ _ ~",.-'" '" l~ ,r .I ~ ~ .... ~ -i.. ~~ :_....r .., ... .... '" ...... \. :,..~ "'~/ ~~ r - H'. "''' '\.:, v.,t' ~T~ ........; _~.. v v W -'i".... ;"'~:l\.'''' ....; 1'............ n", ~ :-1.: ...-<I...t-1 +."'...... ~~~ ..,1.),1 ~... '" .., ~ ~... ..."'.... ,!<L\. / 1~M:~j I' '. ..:. "0':'" .._~ 1"O~ r-~'" ~.::. -~-~... "~::.: . ....:::-v~v . :3 FRLA I I VEGETATED SY'lALE GRASSY SY'{ALE \. I ~ / 6G05 GROUNDCOVERS AND PERENNIALS AU HESO MAN RUC GUY ~IRE .24" o.c. Arc.tost h los uva-ursi 91 Hemorac.allis 'Stella D' Qro' 24" O.C. Mahonia nervosa 12" O.c.. Rubus cal cinoic.tes Kinnikinnic.k Stella D' Oro D iii Lon LeGlr Mahonia Rubus I MIN. SIZEI COMMENTS _~c, \ST&>.^ . . ~ 279 .-..~ .~~ t:-4 David J. Dougherty ~ \ OREGON ~ ~PE ~& 6' ht. 2" cat. .2" cal. 2" cal. .2" c.al. 2" cal. rox. 6 ft. rox. 6 ft. 5 al. 90" ht. 2 al. 2 al 5 al 5 at. 5 at. 5 al. 9 at. 5 at. 5 al match in ,full match in ,full match in ,full matchin ,full match in ,full match in ,full matc.h in ,full matc.hin ,full matc.hin ,full matc.h in . full matchin ,full wi .sf ;1 !t ! ~ I ll~ Ii. j!i 1$i. i 1 at. 1 at. 1 ~at. 1 at. matc.hin . full matc.h in . full rull matc.hin . full PL.ANTINGr NOTES 1. SEE SHEET LA-2 FOR IRRIGATION INFORMATION. 2. SEE SHEET LA-9 FOR SPECIFICATIONS. 9. QUANTITIES IN PLANT LIST ARE FOR CONTRACTOR. CONVENIENCE ONLY. CONTRACTOR RESPONSIBLE FOR PROVIDING AND INSTALLING ALL PLANTMA'TERIAL INDICATED ON PLAN. 4. PLANTINGS AT VISION CLEARANCE AREAS TO BE MAINTAINED BELOV'i 30" HEIGHT. 5. SEED AT SY"W-E AREAS TO BE 'POX' BY HOSBS AND HOPKINS, LID; (509) .29'1-1518. APPLICATION RATE TO BE 1 lb. PER 1000 S.F. ADJACENT BUILDING OR EDGE OF PLANT BED PL.ANTIN($, J..EGENP SHADE TREES' ORNAMENTAL TREES ~ SHRUBS 00 I- wZ fl.W <(~ OW 00> cO zO: ::s~ ~ GROUNDCOYER (AU) m GROUNDCOYER (RUe) o +-' ::] <( c: o D ! o SEEDED S~E Af<.EA5 - -C - CD .- 'I- D c: .- ... c. 00 +-' en as o o +-' en CD ~ STAKES AS SPECIFIED - EVENLY SPAc.ED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAF FROM TOP 1/9 OF ROOT BAU.. MULCH As SPEGIFIED (2" CLEAR AT TRUNK) SPACING "0" 9" O.C. 6" O.G. q" O.G. 12" O.G. 15" O.G. ROY'l"A" 2.6" 5.2" ,.8" lOA" 13.0" CONCRETE J^lALK OR c.LJRB PLANTING SOIL SUB GRADE -c c as SPACING "0" 18" O.C. 24" O.C. 30" O.G. 96" O.G. 48" O.C. +-' en as w ROY'l "A" 15.6" 20.8" 26.0" 30.0" 41.5" t=-= fd a a: 0- DATE: 90 MAY 200j SEC. TION GROUNDCOYER SPACING DIAGRAM N.T.5. REVlSONS: 11 OCT 2001 1 NOV. 2001 COMPACTED TOPSOIL (BELOY'l ROOT BALL5 ONLY) PLANTING PLAN ru j 1 04816 32 SCALE: 1/16- = f-o- SCALE: 1/2" = 1'-0" I 64 ffi DWG NO. NORTH LA-1 DfA '''' COPYRIGHT 2W1 .f -;::::::::::::== == - = == = ==== = = == = = = == !/'~ I ________--- ---- \J/ -------;; / -~ i / ----i/ I Ib/4'~ II I II I II I II I II /I I II : II I II I II I II I II I /I 011 1:" II I II I 1/ \I II II /I -=rIL- --- -- (0 MOISTURE SENSOR ON SOUTH OR V'U3T FACING BUILDING EAVE ==: ===== = = == = = = == == === === == == == == :::::. == -- -- -- ----- - --- AUTOMATIC CONTROL.L.ER - EXACT L.OC.ATION TO BE COORDINATED IN fiELD r------- --------- ---= -- -- o I II /I r:::\" 011 II I ~= 1/0 0 II II ~~~r.y_""~ ~~;P;,,'1j:.Z ~~ ~~ ~U><,;.:;""'~~...""I ~ ~ ~~ ~ o V'tA TER PRC)OF GONNEC.TION /" ~:lO-INCH LINEAR LENG1l-I OF Y'lIRE. ~ GOILED , 10 TAG - I<.J~IN BIRD VID SERIES ~VALVE BOX ViITH LOC-KING GOVER: / 12-1Nc.H SIZE, BROY'{N LIDS IN PLANT BEDS, GREEN LIDS AT LAYiNS FINISH GRADE/TOP OF MULc.H REMOTE CONTROL VALVE: RAIN BIRt' PEB-PRS-D 9" PVc. 5GH 00 NIPPLE NIBCO T -113 GATE VALVE PVc. 5GH 80 ELL PVc. 5GH eo NIPPLE (LENGTH 16..5 REGUIRED) PVc. SCH 80 TEE OR ELL ~ """ PVC MAINLINE PIFE ~APPR.OVED FILTER FABRIC. AT ALL OPENINGS OR HOLES INVERTED VALVE BOX SUMP ViITH LID PVc. LATERAL PIFE ANGLE TO SPEC.IFIED DEPTH SAND BASE: 1 SECTION MANUAL MAIN LINE DRAIN VALVE ELEVATION AUTOMATIC c'Ol\lTROL VALVE SECTION 1" = 1'-0" '- 0) 0) FINISH GRADE r:::UILDING Y'W..l...-J 10" ROUND VALVE BOX ViITH LOG' ING LID G SPEC-IFIED GONTROLLER: 4" CORRtJGA TED PIPE SCH. 00 NIPPLE ViIRES TO REMOTE CONT'F?OL VAL YES 1-INCH CONDUIT AND FITTINGS TO P~R 5lJPFL Y SCH.40 PVc. TEE 1.5-INCH GONDUIT AND FITTINGS JUNCTION BOX PVc. MAINLINE BRASS GLOSE VALVE 1 C.U.FT. ~AIN f'(OC,l< ViITH FIL TEF<. FABRIC. SURROUND CONDUIT AND FITTINGS: UNDER GROUND: PLASTIC, CLASS III, FEDERAL SPECIFIC-ATlON Vi-c. 10~4. ABOVE GROUND: ALUMINUM, FEDERAL SPECIFICATION JI'1Vi-G-540. 1" = 1'-0" 1" = 1'_0" AUTOMATIC CONTROLLER. LEGEND HEAD 5GHEDULE ~ SYMBOL MAKE . RAIN BIRD ~ RAIN BIRD ~ RAIN BIRD e RAIN BIRD ~ RAIN BIRD ~ RAIN BIRD EB RAIN BIRD CO RAIN BIRD (0 RAIN BIRD e RAIN BIRD G RAIN BIRD C9 RAIN BIRD . RAIN BIRD ~ RAINBIRD ~ RAIN BIRD (!) RAIN BIRD ~ RAIN BIRD e RAIN BIRD o RAIN BIRD (!;J RAIN BIRD 'W RAIN BIRD "fj' RAIN BIRD .AUTOMATIC CONTROL VALVE - RAIN BIRD PES ... MASTER SHUT-OFF VALVE - KENNEDY 805; ~ .AUTOMATIC CONTR.OLLEf<5 - RAIN BIRD ESP-6LX PLUS N [BJ ~ 11- (2 BACK FLO~ PREVENTER - ~ILKINS MODEL qsO-XLT - 111 Jl'tATER METER - 1-1/2" SEE ENGINEER'5 DR.AJ.^tINGS RAIN SENSOR - HUNTER ~IRELESS RAIN-GLlK LATERAL LINE .AND SIZE -- IRRIGATION MAINLINE - 2" THROUGHOUT a:::: :::::> IRRIGATION SLEEVE @ @ IRRIGATION VALVE NUMBER VALVE 5GHEDULE IRRIGATION ZONE NUMBER ZONE AREA 1 2 9 4 5 6 SHRUB - NV'l CORNER SHRUB - SVi CORNER SHRUB - SE CORNER SHRUB - E EDGE SHRUB - NE EXPOSURE NE SPARE ALL VALVES TO BE EGUIPPED ~ITH PR5-D PRES5lJRE REGULATOR IRRIGATION NOTES 1. CONVENE ON-SITE MEETING ~ITH LANDSCAPE ARCHITECT, IRRIGATION CONTRACTOR-AND GENERAL CONTRACTOR PRIOR TO STARTING ANY IRRIGATION JI'lORK. 2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT 48 HOURS PRIOR TO EACH OF THE FOLLO~ING INSPECTIONS OR MEETINGS: - PRE-GONSTRlJCTION MEETING - MAINLINE PRESSURE TEST - SYSTEM PERFORMANCE TEST :3. PIPE SIZES INDIC,A TED APPLY TO ALL PIPING DOffiSTREAM FROM LABEL TO NEXT INDIC,A TED PIPE SIZE. CONTRAC,TOR TO VERIFY MAX. VELOC,I1Y OF 5' PER SECOND. 4. PIPING LOCATIONS ARE DIAGRAMMATIC. PIPING TO BE LOCATED IN ADJACENT LANDSCAPE AREAS. 5. CONTR.ACTOR. TO VERIFY SUFFIC,IENT FLO~ AND PRESSURE FOR IRRIGATION SYSTEM AS DESIGNED PRIOR TO CONSTR.UC,TION. NOTIFY ARCHITEC.T IF DIsc.REPANCIES EXIST. 6. EGUIPMENT LOCATIONS ARE DIAGRAMMATIC. CONTRACTOR TO INSTALL INDICATED EGUIPMENT IN ADJACENT PLANT BED. ;. ALL SLEEVING TO BE 6" SCHEDULE 40 PVC PIPING. 8. CONTRACTOR. TO VERIfY SLEEVING AS 5HO~N 15 SUfFICIENT TO INSTALL 5YSTEM INCLUDING SPARE ~IRE5. CONTRACTOR RESPONSIBLE FOR PROVIDING ADDITIONAL SLEEVING IF NECES5ARY. Gf. PROVIDE AND INSTALL SPECifiED ISOLATION VALVE IMMEDIATELY UPSTREAM Of EACH AUTOMATIC. CONTROL VALVE (SEE DETAIL). 10. PROVIDE AMD INSTALL RAIN BIRD VID1Y24 10 TAGS AT EAC.H .AUTOMATIC CONTROL VALVE ASSEMBLY. 11. PROVIDE ONE SPARE Y'lIRE TO FURTHEST CONTROL VALVE FROM CONTROLLER. 12. SEE SHEET LA-1 FOR PLANTING LAYOUT. 19. SEE SHEET LA-9 FOR IRRIGATION SYSTEM 5PECIFIC.A TIONS. MODEL 1004/6 1004/6 1004/6 1804/6 1004/6 1004/6 1004/6 1804/6 1804/6 1004/6 1004/6 1004/6 1004/6 1004/6 1004/6 1004/6 1804/6 1004/6 1804/6 1004/6 1004 1004 NOZZLE PSI 15F 25 15TG 25 15TT 25 15H 25 15T 25 15G 25 12F 25 12TG 25 12TT 25 12H 25 12T 25 12G 25 10F 25 10H 25 10T 25 10G 25 8F 25 eH 25 8T 25 M 25 15LC.S/RC.S 25 15S5T 25 HEAD PSI GPM 1806 1006 1806 1006 1806 25 25 25 25 25 40.15 42.;2 42.12 1;.48 29.59 ~\~~, .~~ t""'4 David J. Dougherty E-e ~ ~ ~C\.OREGON ~ V0 k 4PE A~\J~" PM 9.90 2.48 2.21 1.65 1.10 .89 2.40 1.00 1.61 1.20 .00 .60 1.44 .12 A8 .96 .82 .41 .2; .21 .45 1.11 .rJ ~ .l ~~ .....-1 ~.s ~t CiX ~ .! B ~ :; !p tI') ~ Ii' ~~~ ~ c · E z.i. ~~i ~g.$ w_ :J; SIZE 1-1/2" 1-1/2" 1-1/2" CJ) I- wZ a..W <(~ OW CJ)> 00 zO: ~~ 1" 1" o +-' ::J <( c: o e> ! o -C 15 .- "l- e> c: .- ... c. CJ) +-' CJ) ctJ o () +-' CJ) Q) ~ -c c: ctJ pop-UP SPRAY SPRIN~ FINISH GRADE/TOP OF MULCH SPIRAL BARB EL80Yi, RAIN BIRD SSE MODEL. OR APPROVED SJ^tING PIPE, 15-INCH MI,NIMUM LENGTH: RAIN SIRD SPX SPIRAL. BARB EL80Yi, RAIN BIRD SBE MODEL. OR APPROVED PVC L.A TERAL. PIPE PVC 5CH 40 TEE OR ELL. MARLEX 5TREET aL YiIRES TO CONTROLLER RECIEVER MOUNTED ON V'lAL.L. ADJACENT TO CONTFtOL.1..ER FLUSH MOUNTED POP-UP SPRAY NOZZLE SPRINKLER ~ HUNTER JIIlIRELE5S AAIN-CLII< MOISTURE SENSOR. J^tEST EAVE FACE SECTION NOTE: MOUNTING SURFACE MUST BE EXPOSED TO UNOBSTRUC.TED RAINFALL. AND NOT IN THE PATH OF SPRINKL.ER SPRAY. LOC.ATION TO BE REPRESENTATIVE OF SITE'S HOTfE5T EXPOSURE. +-' CJ) ctJ W .=.: @ a II: a.. DATE: 90 MAY 2001 1-1/2" = 1'-0" IRRIGATION PLAN rlJ l I 04816 32 SCALE: 1/16- = f-o- VilRELE55 MOISTURE SENSOR SECTION 1-1/2" = 1'-0" REVlSONS: 1 NOV. 2001 11 MARCH 2008 DWG NO. I 64 EB LA-2 NORTH DLA lac. COPYRIGHT 2007-8 SECTION 02800 - IRRIGATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Pipe and fittings, valves, sprinkler heads accessories. B. Control system. 1.2 RELATED SECTIONS A. Section 02900 - Landscaping. REFERENCES ASTM D2235 - Solvent Cement for Acrylonitrile - Butadiene - Styrene (ABS) Plastic Pipe and Fittings. B. ASTM 02241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR). C. ASTM 02282 - Acrylonitrile-Sutadit:me-Styrene (ASS) Plastic Pipe (SDR-PR). D. ASTM D2Sei4 - Solvent Cement for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. E. NEJ\Jtli. 250 ... Enclosures for Electrical Equipment (1000 Volts Maximum). 1.3 A. 1.4 SYSTEM DESCRIPTION A. Electric solenoid controlled underground irrigation system. SUBMITTALS AT PROJECT CLOSE-OUT Record actual locations of aU conct~aled components, piping system, sleeves and drain valves. Record drawings to be updated on..site daily and available for review at all times. B. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, and manufacturers parts catalog. C. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water for 3 seasons. Schedule is to account for differing water requirements of lawns. shrubs and different solar orientations. D. Provide laminated reduction of plan inside controller cabinet with valve and zone locations cleany identified. 1.5 A. 1.6 QUALITY ASSURANCE A. Installer: Company specializing in performing the work of this section with minimum of 3 similar projects. B. Maintain one copy of plans and specifications on site at all times that work of this section is occurring. 1. 7 REGULATORY REQUIREMENTS A. Conforrn to applicable code for piping and component requirements. B. Products Requiring Electrical Connection: Listed and classified by Undef\Nriters Laboratories Inc. as suitable for the purpose specified and indicated. "1.3 PRE-INSTALLATION MEETING A Convene on site meeting with general contractor, landsc.ape contrac.tor and landseape arehitect one week before starting work of this section. 1.9 EXTRA MATERIALS A. Provide: 1. (4) sprinkler heads of each type and size. 2. (4) nozzles of each type and size. 3. (2) valve keys for manual valv~~s. 4. (2) valve box keys. PART 2 PRODUCTS 2.1 PIPE MATERIALS ,i:i.. f'v1ain lines: Polyvinyl Chloride (PVC) 1120, Schedule 40, ASTM Dh2466 B. Lateral UnE:s: Polyvinyl Chloride (PVC) 1120, Class 200, ASTM 0-2241 C. Branches and Offsets at Sprinklers: Triple elbow assembly using IrritroJ. System's "Blue Stripe" tubing, ASTM 0-2466, Schedule 40 socket type fittings, and ASTM D-2484 Schedule 80 Threaded. D. PVC Fittings: Polyvinyl Chloride {PVC) 1120, Schedule 40, ASTM 0-2466. E. Solvent Cernent: ASTM 02564 for PVC pipe and fittings. F. Sleeve Material: PVC 1120, Schedule 40, ASTM 0-2466. 2.2 OUTLETS A. Pop-up Spray Heads: Make and rnodets specified on dra\vings. 2.3 VALVES A. Master Shutoff Valve: Make and model specified on drawings B. Backflow Preventer: f\jiake and models specified on drawings. C. Valve Box and Cover: Backffow Preventer - Access (Ametek) Jumbo: Automatic and Manual Control Valves - Access (Ametek) 12!1 standard wi locking lid; manual drain and isolation valves - Access (Ametek) 10" round wI "irrigation main" labeled on inside of lid. lid Color. Brown (except BFP). D. Manual Drain Valve: Lawnlife 075 AV E. Drain Valve Sump; Provide minimum one cubic foot ("12" deep by 12" square) of%" minus pea gravel wrapped in filler fabric below each drain valve. F. Control Valves: fv1ake and models specified on drawings. G. Valve Tags: Rain Bird VID1Y24. CONTROLS Controller: Make and model specified on drawings. '.!Vira Conductors: 14 gauge, single strand. Color-coded: VVhite - common, Red - zones, Blue - spare, C. Wire Connectors: DBY by 3l\A or approved. 2.4 A. B. PART 3 EXECUTION 3.1 EXAMINATION A. Verify location of existing utiiities. B. Vew} that required utilities are aVt~ilableJ in proper location. and ready for use. 3.2 PREPARATION A Piping layout indicated is diagrammatic only. RQute piping and valve boxes to avoid trees, shrubs, ground cover, and structures. If conditions differ signific.antly from those sho\VJ1 on plan. contact Landsc.ape Architect immediately. B. Layout and stake locations of system components. C. Review layout requirements with plantings and other affected work. Contractor is responsible for insuring irrigation equipment loc.ations do not conflict with proposed plant locations. 3.3 TRENCHING A Trench and backfill as detailed on drawings. B. Trench Size: 1. Minimum Cover Over Installed Supply Piping: 18 inches 2. Minimum Cover Over Installed Branch Piping: 15 inches C. Trench to accommodate grade changes and slope to drains. D. Maintain trenches free of debris, material, or obstructions that may damage pipe. 3.4 INSTALLATION A. InstaH pipe, valves, controls, and outlets in accordance with manufacturer's instructions and details on drawings. B. Provide 3" sand bedding below all piping. C. Set outlets and box covers at finish grade elevations. D. Provide for them1at movement of components in system. E. Slope piping for self drainage to specified sump. F. Install pop-up heads as detailed on draV'..tings. G. Control Wiling: Provide 10 inch expansion coil at each valve to which controls are connected, and at 100 ft (30 m) intervals. Bury \vire below pipe and tape at i 5' intervals. H. Provide two spare control wire to furthest point of mainline. t After pipinfl is installed, but before outlets are installed and backfilling cornmences. open valves and flush system with full head of water. SECTION 02900 - LANDSCAPING 3.5 BACKFILLING A. Provide 3 inch debris free cover over piping. Backfill trench and compact to subgrade elevation. Protect piping from displacement. S. Coordinate the work with site backfilling, landscape grading and delivery of plant life. PART 1 GENERAL 3.6 FIELD QUALITY CONTROL A. Prior to backfilling, test system for leakage at main line piping. Pressurize to 100 psi for 24 hours. Perfoml test in the presence of Landscape Architect or owner's representative. B. System is acceptable if no leakage or loss of more than 5 psi occurs during test period. 1.1 SECTION INCLUDES A. Soil preparation and fine grading S. New trees, plants, and ground cover C. Mulch and fertilizer D. Maintenance E. Tree pruning 3. 7 INSTALLER'S FIELD SERVICES A. Prepare and start systems. B. Provide one complete spring start-up and one full fait shutdown. "1.2 RELATED SECTIONS A. Excavation B. Backfilling C. Section 02800 - Underground Irrigation System. 3.8 ADJUSTING A. Adjust control system to achieve time cycles required. B. Adjust head types for head to head water coverage as directed. 1.3 REFERENCES A. ANSI 260.1 - Nursery Stock. B. NAA (National Arborist Association) - Pruning Standards for Shade Trees. DEMONSTRATiON AND INSTRUCTIONS Perform coverage test of an zones in the presence of Landscape Architect. Instruct Owner's personnel in operation and maintenance of system, including adjusting of sprinkler heads. Use operation and maintenance material as basis for demonstration. C. Instruct owner's personnel in winterization and activation procedures for entire system. 1.4 DEFINITIONS A. 'fI/eeds: Include Dandelion, Jimson\veed, Quackgrass, Horsetail. Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle. Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bemiuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 3.9 A. B. 3.'j 0 SCHEDULES A. Schedules as shown on dra\'Vings. 1.5 SUBMITTALS - PROJECT CLOSE-OUT A. Maintenance Data: Include pruning method: types, application freqt1ency, and recommended coverage of fertilizer; and other routine maintenance schedules. B. Submit sample of each of the following to landscape Architect for approval: '1. Topsoil and each soil amendment 2. Mulch END OF IRRIGATION SECTION QUALITY ASSURANCE Nursery Qualifications: Cornpany speCializing in growing and cultivating the plants with three years documented experience. Contractor Qualifications: Company specializing in installing irrigation and plant material with 3 years documented experience. Contractor must be licensed under ORS 671.510 to 671.680. C. Tree Pruner Qualifications: Cornpany specializing in pruning trees with proof of Arborist Certification. D. Tree Pruning: NAA - Pruning Standards for Shade Trees. E. Maintenanc.e Services: Performed by installer. 1.6 A. B. 1.7 REGULATORY REQUIREMENTS A. Cornply with regulatory agencies for fertilizer and herbicide composition. B. Plant Materials: Certified by state department of agriculture. Described by ASTM Z60.1; "American Standard for Nursery Stock.H DELIVERY, STORAGE, AND HANDLING Deliver fertilizer in waterproof bags showing weight~ chemical analysiS1 and name of manufacturer. B. Protect and maintain plant material until installed. C. Deliver plant materials immediately prior to placernent. Keep plants moist. 1.8 A. '1.9 ENVIRON~...lENT AL REQUIREMENTS A. Do not install plant material when ambient temperatures may drop below 35 degrees F (2 degrees C) or rise above 90 degrees F (32 degrees C). 1.10 COORDtNATiON A. Install plant material after and coordinate with installation of underground irrigation system piping and watering heads specified in Section 02800. 1.11 INSPECTIONS FOR APPROVAL A. Request visitation by the Landscape Architect 2 days in advance of the following: 1. Sub-grade excavation: After sub-grade excavation and prior to placement of fills, Landscape Architect will review work for compliance with specified depths and sub-grade scalification. 2. Finished Grading Review: Immediately after placement of fills Landscape Architect will review work for compliance with specified tolerance of grades, slopes and surface drainage and will determine if additional work Is required. 3. Materials and Prototypical Layout Review: Immediately prior to installation, place (but do not install) plant material for one sample area as directed by the Landscape Architect. All materials shall be reviewed by Landscape Architect for compliance with specifications and submittals. Layout and materials vJiIl be approved by Landscape Architect and will be representative for continued wone 4. Installation Review: At time of Substantial Completion Inspection. Landscape Architect will review installation of aU work of this Section. Installation Review will not occur until completion of all planting. 5. vVarranty Revie\t4: immediately prior to the expiration of the Project vVarranty, review all work of this Section for compliance with requirements. Make any corrections required by these reviews. 1.12 'IV ARRANTY A. Provide one year warranty under provisions of Section 01700. B. Plant Material VVarranty: Include coverage for one continuous growing season after date of final completion; replace dead or unhealthy plants. Contractor is not responsible for defects caused by unusually extreme weather, vandalism, or lack of owner's maintenance. C. Replacements: Plants of same size and species as specified, planted in the next grovving season, with a new warranty commencing on date of reptacenlent. 1.13 f\f1AINTENANCE SERVICE A. Maintain plant material until Final Completion is approved by Landscape Architect. B. Plant material maintenance to include: 1. Cultivation and weeding plant beds and tree pits. 2. Applying herbicides for weed control in accordance with manufacturer's instructions. Remedy damage resulting from use of herbicides. 3. Remedy damage from use of insecticides. 4. Irrigating sufficient to saturate root system. S. Pruninq, indudinq removal of dead or broken branches, and treatment of pruned areas or other wounds. 6. Disease control. 7. Maintaining guys and stakes. Repair or replace accessories when required. S. ReplaC6l'nent of mulch. PART 2 PRODUCTS 2.1 TREES, SHRUBS, AND GROUND COVER A. Trees, Shrubs, and Ground Cover: Species and size identifiable in plant schedule, grown in climatic conditions similar to those in locality of the \iVork. 2.2 SOIL MATERIALS A. Topsoil: Imported, natural loam with 10% humus and possessing characteristics of representative toams in the project area. Free of rock, subsoil, clods, lumps, plants, roots, sticks. weeds. seeds. and other deleterious substances. It is not anticipated that on site soil will possess these characteristics. 2.3 SOIL A.MENDMENT MATERIALS A. Plant Bed Fertilizer: Containing fifty percent of the elements derived from organic sources with fast and slow release nitro~len: of proportion necessary to eliminate any deficiencies of topsoil as indicated in analysis to the following proportions: Nitrogen 16 per{,Ent, phosphoric acid 16 percent, soluble potash 16 percent. B. "Garden Compost" from Rexius Forest By-Products or approved. 100% to pass through %" mesh sc.reen. Free from weed seeds and debris, and containing not more than 50% sawdust, straw or shavings. C. lime: Ground limestone, dolomite type, minimum 95 percent c:ubonates "...nth 99t';{) passing through an 8 mesh screen and 75% passing through a 60 mesh screen. 2.4 MULCH MATERIALS A. At Plant Beds: Shredded fir bark 5iB" - ~!f diameter, free of growth or gemlination inhibiting ingredients. (~lSTE1t ~~) - 'V~(l ~/1 Y ;:"1 v<J .~~ ~ David J. Dougherty E-t ~ U ~ OREGON ~ /f\... "- -.J ("') A'\. ~ :4 h. 'D . -<'\ \..J ~ r.c A~ 2.5 ACCESSORIES A. Stakes: Softwood lumber, pointed end, uniformly sized, capable of at least 2 years ground burial. 2" x 2" minimum size. S. Cable, vVire, Eye Bolts [and Turnbuckles]: Non-corrosive, of sufficient strength to withstand wind pressure and resulting movement of plant life. C. Guy "Vires: No.'l 0 ga. annealed, galvanized steel wire. D. Plant Protectors: Rubber sleeves or hose. 2-ply reinforced over cable to protect plant stems, trunks, and branches. ~ :e .:: y~ Q. -~ i 'ct:~ Q~ ..! ~ & 2.6 PLANTING TABLETS A. Planting Tablets: Scott's Agriform Fertilizer Tablets ~ ,." iY "5 2.7 HERBICIDE AND PESTICIDE A. Herbicide: As approved by Landscape Architect. B. Pesticide: As approved by Landscape Architect. 2.8 SOURCE QUALITY CONTROL AND TESTS A. Provide testing and analysis of imported topsoil. B. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt and organic matter and pH value. PART 3 EXECUTION 3.1 A. EXAMINATION Verify that prepared subsoil and planters are ready to receive work and have been approved by Landscape Architect. S. Saturate soU in tree pits with water to test drainage. C. Verify that required underground utitities are available, in proper location, and ready for use. 3.2 PREPARATION OF SUBSOIL A. See Backfilling section. S. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend slopes in to level areas. C. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil. D. Scarify subsoil to a depth of 6 inc.hes below alllandsc.ape areas prior to placement of topsoil. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted subsoil. E. VVhere crushed rock exists below landscape areas, remove additional 61< of subgrade prior to soil placement. F. Dig pits and beds 2x diameter of root ball or pot minimum. CJ) I- 2 Ww o..~ <(W 0> (/)0 Oa: 20.. <(~ -I _ 3.3 PLACING TOPSOIL A. Do not place topsoil until subgrade has been approved by Landscape Architect., B. Spread topsoil to a minimum depth of 24if min. for plant beds. Compact topsoil to 85% avg. density. Rake until smooth. C. Place topsoil during dry weather and on dry unfrozen subgrade. O. Remove vegetable matter and foreign non-organic material from topsoil while spreading. E. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. F. Coordinate with installation of underground sprinkler system piping and watering heads. 3.4 SOIL PREPARATION A. Place 3" organic material upon all Qlant bed surfaces. Mix into top 6" of soil. B. At Plant Beds: Apply fertilizer in accordanCE with manufacturer's instructions at a rate of 20 Ibs. per 1000 SF. C. Apply after initial raking of topsoil. D. Rota-till thoroughly into upper 8 inches of topsoil at plant beds. E. Lightly water to aid the dissipation of fertilizer. F. At tree pits add the following amendments to the topsoil and mix thoroughl'] to achieve the proper mix: 1. One part organic material to 5 parts topsoil. 2. 6lbs. commercial fertilizer per cu. yard of planting mix. 0 C 0 I . 0) ::J Q) '== <( 0 tft -0 I It - (J) CJ) s- Ill- CO 0) c: -- 0 L- 0- 0 C/) 3.5 PLANTING A. Place plants for best appearance for review and final orientation by Owner's Representative. B. Set plants vertical. C. Remove non-biodegradable root containers. D. Set plants in pits or beds, partly filled Vvith prepared plant mix, at a minimum depth of 6 inches under each plant. Rernove burlap, ropes; and wires, from the root ball. E. Add planting tablets per manufacturer high rates. F. Backfill soil mixture and compact in layers. tv1aintain plant material in vertical position. G. Saturate soil with water when the pit or bed is half full of topsoil and again when full. 3.6 MULCHING A. f\Aulch atl plant beds to a depth of 3" minimum thickness within 24 hours after planting. 3.7 PLANT SUPPORT A. Brace plants vertically with plant protector \\frapped guy wires and stakes as detailed: I · UJ CD ~ 3.8 TREE PRUNING A. Prune new and existing trees as directed by Owner's Representative. 3.9 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. B. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.10 MAINTENANCE FOR PLANT BEDS A. Neatly prune plants where necessary. B. Immediately remove clippings after trimming. C. "Vater to prevent soil from drying out. D. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. E. Apply pesticides in accordance with manufacturers instructions. -c c ca 3.11 CLEANING AND REPAIRING A. Maintain sidewalks and paved areas clean at an times. B. iV'iaintain vehicles and equipment in clean condition to prevent soiting of roads, walks, and other paved or surfaced areas. C. Remove lawn barricades as soon as lawn is established. D. Including work of other Sections, clean, repair, and touch-up, or replace when directed, products which have been soiled, discolored, or damaged by VlOrk of this Section. E. Remove excess materials and debris from project site upon work completion or sooner, if directed. I · CJ) CO UJ END OF LANDSCA.PING SECTION 'I DATE: 30 MAY 200i REVISONS: DWG NO. LA-3 SPECIFICA TIONS DLA'nc. COPYRIGHT 2007