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Home My WebLink AboutPlan, Tentative APPLICANT 1/11/2008 f \ \ \ / ........ I ~I " I I I -- --- ..- '.,/ , ./~ / . .,/ ---- / /' / / / I e-..: : ~, ;t::: ~ <:;::) CI':> I / / CURVE CORD C3 70.18 C4 178.57 ~ " " ~ ....... .......... " " ~ ~ ~~==- / / ,,\)\) '\~ ----- -- ~ -- -------- ~ ~\\~ ,,:<::)~ CURVE TABLE CORD DIRECTION DELTA ANGLE ILENGTH S66-45~14"E 7-24'36" 70.22 N75"01 '58tJW 23058'05" 179.88 ()\) rxf)( '\~~<:;)<<:-- ~%@~ ~~ ~~~ ~f!,~- - ~~~ ~fbf3 rx~()() '\~ ASSESSOR MAP # 17 02 31 21 TL 800 e-..: ~ ~ """"f CI':> - - - - - - -- - -- - - -- - - - - 10.00' UTi UTY :.:;-'-: EASEMENT 11 ~' I - -. ,":\"" RADIUS 543.00 430.00 - - - ~ I ~~ o~ !0~ ("(1 f'i)~ bj fA! f'IJ 0: ro; LO~ NtJ - - - - -- 1()() '\~ - - - .., " jJ N.E. --- --- - -- ----- INDl/STRlAl -- - A VE. - -- -- - -- --- ---- - - -- ----------- - - - <c()" '\~ ~()\) '\~ - -- -- - - --- -- - SOl/THERN ~ , '. ,S84.36'OOU[ .-... 'I - PACIFIC - . 624..69' - - - .. , <b\)\) " '\~ ~G<V~ \>,-G <( ~ ,,'1, rx. TEN YEAR TIME OF TRAVEL ,,~ ....Q. ,,;...., 0=-- 187.98' S87':do~59"E - -- <cO\) " '\~ ~<:;) <<:-- ,,~()() '\~ rx\)() " '\~ '\ ~d:) '\~ @~~ " '1, \)0 '\~ ()\) '\" '\~ ()\)O " '\~ ~\)() '\~ <b()() '\~ --- ,,1()() '\~ ~<:;)~ ,,<b()() '\~ , ()\) "C?> '\~ ~ ~ I ~. I '~~~I :~~~ I 1,.()()() '\~ <o()" '\~ ~G ~ ~ ,,@~ ()\) 1,. " '\~ ,/ ,/ ~ ,/ 1,.1,.()\) '\~ ,/ " ~\)\) '1, '\~ '1,rx\)\) '\~ (~ / / "'- ,/ ~ ~ RAILROAD - ....:...:-.- ........A_ J :J }U ~O 11.r0 (!) 'f") '0 i10 Z IJ 10.00' -- UTILITY ~ EASEMENT !j - .. ;0} iN WN ;00 f'i) !J ! 1 --- ---- - -.. -- ~()\) <); ~~ 0 -- ----- -v~P- --.__ I I ------ rx 1,. ()\) '\~ () rx " \J K,'v rx\)\)\) K,~ ~~\)\) '\\..- --- -- --. --- - -- e-..: ~ ~ ~ -- --. --- -- ~\)\) '\~ - -- - - l- I - - - --- -- - --- -- 1I~ - -- .--. - ---- -.. - - -- -- --- ()" '1,<0 '\~ - - I -- -1 <c\)'1, rv '\~ / / / .,/ - ..- - r- / VICINrri MAP NTS ~ )/ SCALE- 1"=80' 80' 80' 160' NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND IS IN AN AREA DtJtRMINED TO BE OUTSIDE 50G-YEAR fLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY tNDU~ I t<IAL (HI). SURROUNDING PROPERTIES ARE ZONED AS SHOWN, 3. ELEVATIONS BASED ON CiTY OF SPRINGFIELD DATUM. A SQUARE IN THE TOP BACK OF CURB SOUTH END, WEST CURB AT THE NORTHWEST CORNER OF 32nd ANl) INDUSTRIAL AVE. ELEVATION = 471.54. 4. THERE ARE NO LTD FACILITIES WITHIN THE AREA SHOWN. 5. HYDRANT LOCATIONS ARE AS SHOWN. 5. 50%1: OF THE SITE IS CONTAINED WITHIN THE 1 0 YEAR TIME OF TRAVEL FOR WELL HEAD PROTECTION. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. SOIL TYPES ON THIS SITE ARE 82% AWBRIG-URBAN lAND COMPLEX AND 18% COURTNEY GRAVELY SILTY CLAY LOAM-WELL DRAINED WITH SLIGHT EROSION FACTOR. \)\) " ~~ e-..: ~ ----- - - - ------- - - -- --- - - - - - 1()\) '1, ,\'v \ \ \ ~ "'- '- ~ - - -------- ___ COMMERCIAL AVE. - - --- ~-- ----- - - -- ~<c\)\) '\~ ^~ e...; ~W' ~ ~ ~~f> I ~~ ~~~ ~ ~ ~1\)() '\~ ~1\)" '\\..- I I ~<o\)\) ~~ - ------- - - -- ~~\)\) '\~ rx\)\) ~ '\~ ~~\)() '\~ ~f}., \)\) '\~ o r .- -"'~"'" ...._- > ,. ..........'..-...---, APPUCANT ClEARSPAN TRUSS INC. 955 N MAIN ST. . INDEPENDENCE, OR 97351 PHONE: (503) 838-6896 fAX: (503) 838-6816 PROJECT COORDINATOR OLSON & MORRIS 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97401 PHONE: (541) 302-9790 FAX: (541) 485-3253 SHEET INDEX C1 SITE ASSESSMENT PLAN C2 SITE DEVELOPMENT PLAN C3 SITE GRADING PLAN C4 SITE PAViNG PLAN C5 SITE UTILITY PLAN C6 STORM DRAINAGE STUDY C7 LANDORAINAGE ALTERATION PLAN C8 CIVIL DETAILS C9 CIVIL DETAILS L 1.0 LANDSCAPE PLAN L2.0 IRRIGATION PLAN 1 BUILDING ElEVATIONS 2 PLANT FLOOR PLAN 3 OFFICE FLOOR PLAN LEGEND ADJACENT. PROPERlY LINE BOUNDARY LINE CENTER LINE EASEMENT UNE EXISTING FENCE EXISTING HYDRANT o -a ... / . .~ (Ci-Cq. Li+L2.il-3 . (I OT7:~:;:5 J+) / -- - I-C\ i tt:J. OJ.:)tt:J.~ s::: ~ 11 ~, 0 ~ ~_ ........0 E o r--.. ,~ to 0 o <<::t · ~ t.() 0 N r- <>>1 N <ri 0') I""")'C W NI'- ~cig~E (/) 0 ~ "'0 ..-'""" c:: ....: 9 :; -;:-- g (/)wl.{)..q-o -'--"l.Ooo o t5 .. '--"(5 OZ ~ ..@ roo:: 0 x...... , I""")O":r:~8 (1)0.. {I) ~ ~ o 00 . I o 00 ... J ~ ~ o ~) ~ I I ~ ~ --- ,~ CITY BENCHMARK J SITE REVIEW PLAN SET FOR C_ :A-~SJA ~ - =tUSS ;\)c. 1/4 OF THE N,W'J!J. SEC. 31, T.17S, R.2W., TAX LOT 800 SPRINGFIELD, LANE COUNTY, OREGON I I I I e-..: ~ I I ~ gs ~ a:s " ,I ~ ~ () ~ - - -----~ ' . .~ . ---- ~ ~ . I I -1') M ,I 0) S 00 00 (]) 00. 00 < (]) 1. ,"') . .1 00 C/J CI) ~ ~Et ~~ t3 ~ ~ t3 C\.) ...........:') U ~ <:) D) ~ ~ a ~ "'f..;) ~ ~ o c..:> Cl) ~ t3 ~ C:3 ~ ~ ~- ~ .~ ~ ~ ~ ~ ~ .~ u I b ..q- co I' ~ :::11 ~ I""") ~ ",., o ~ 0 """" z tJ tij ~ I:-< 0 ~ c:: o tl. ;>; ;>; ;>; co co co ~~O^O (5 w{.s.JQtJJ :I: >~~~ cii LIJ W LIJ ~ >= >= >: U UJ t:rJ W (/) P:: 0::: 0:: ~ ...... ...... ........... ...... f5J cij EI Z ~ o ~ )00000I (/) ~ ~ >- <3 4J 0:: '"""" S-1 ,---'r' I - -f -I c : -. _:--J.-J.. C~ of 9 < o u - . P12E2-00g- oooo~'-' ? eP-K2ftul., -:YU5S <"055 ___t1 ve5"~yY\th.15 " I " ----- -.... -- - ---""""'-- - -- - - --------- -~--- r ;1 MH / EXISTING WWS)-458.48 42" FL IN ( {-)=458.40 42" FL OUT W RIM ELEV.=473.00 NG WW MH EXl"ST~ IN {S)=459.03 15" FL IN {E)=459.05 27 'OUT (N)=458.65 4211 FL RIM ELEV.=471.48 . - - lo"Y\' '- TO" ~,' .', ',',' " " , " ,'J, , '.\ "''''''''':.'':::'.' ''''':''''- ---- -- --- ----- - -- - -- -- ---- -~--- ------- - --- -- ----- .------ ----.~-- -- ---- --- dL- - - - - ...,j- ---- - - - - - ."--"...".-- I 01__ _ __"'I . SOUTHERN PACIFIC '---- , , -- !] - ------ 473 --- - ~.- -, - - - = ""~~T:~~~ R= 1 0.00 If->s,. --- Ii PROPOSED RECEPTACLE ENCLOSURE --- I ,..,.." .- .."'..., """'''''i :@ ,. 10.00' ,- lYP. R=3.50 ~~ - -. . '~475 - ~~75_ - 1 iJ . PROPOSED BIO-SWALE \ =10.00' , R:i:30.00 90.00' b q \0 V 11 3: 3: :l N V u NO CURB BY GRAVEL AREA - - 30.00'- II I , / IV, 11 70.00' - l' -30'X 100' EXTERIOR - lUMEJER - ST(~GE .J - ARSP AN TRUSS eLE . CTURING FACILITY 'MANUFA SQ FT 12,600 '... , 20.00 5' PLANTING / BUmR / ( , 191 1- ~l BICYCLE PARKING 1 SHORT TERM 4 LONG TERM '\ ~ T ~ u ." [ , EXTERIOR PRODUCT CONVEYANCE 45.00' - PROPOSED PEDESTRIAN ACCESS , R=10.00~ r::\ f + o ( I / , PROPOSED BIO-SWALE , G l'2JtST STUB EXISTIN Fl ELEV.=469:i: EXISTING CI -468.94 12" fL IN (NE)~ ..' 84- '0 "U' T (SW) =468. 12" Fl TC=473.55 00' =30. - """==- ~ ~ 16''yJ F ~~ ~ r- - - _ __ __ ~ . & (<lID v J'.. EXISTING fENCE ()\) "ro ~~ ;s: 'i.o I S: I S: I =: 00 ~ I \)0 ~ ,,1 ~ '\~ I ~ I ~ I I ----- . ----- ---~ ()\) <0 ,\v ----- w ::c o ()\) ,,~ '\~ ~ -- ---. - ---~-....... RAILROAIJ ~------ - - I ~ -:I i ;J ~ i =~ ------- 474 r -; ~I; Jl ~ fII- :J ,J o ~ -II- o EXISTING 9.98' .~ UTJUlY L EASEMENT ~ iil '? !~J I) JI - -- EXISTING WW ~~62. 74 2t' fL IN (E)- )-46256 27" FLOUT (NW - . RIM ELEV.=474.54 --. "\ '- ~ o SCALE: 1'~30' I 60' 3,0 -......-.."....'1 1iIII1II1___...IJIIIiIII.... I 'CD. ~ bD'CD.~ ~ t.( j . (. '" '- ...... ~ o E ........0)1"'")0 o................tO~ O'"l:::f-O)N(I) -~ N........ I to.c ~ O)Nlo 00 I=' "" g :2 !i ,..... · ...... ~ 0 -.. Vc ...... ~ .. ..- -.. 0 O ~ .o~..-c: rll"'\ 0 ':n m e;1; g c V.J. L... .......... 0 ~ ' ~' 0<:> GJ ..@l O~ zzx...... " f gl20~o ~ , n BiiE .~ o () ~ ~ cd , '. 1""', (/) ,f...') f./) r1 ~ Q.) -~ 8 ~ ~ ~~~ "(J) d > C"'\ (J) Ci? o &-. (J) d I '" ") CD . .") ~ UJ. U ~ o t)) ~ ~ a ~ ""f..,.:) g o \..) ~ ~ t3 ~ ~ ........::> ~ .~ ~ ~ .~ ~ ~ ~ ~ ~ .~ l) '0 ...q- t") .q- II J'.. 0) ...- 0 t") ~ ~ ~ ........... !Xl l"") co co ~ 0 N ~ 0 0 0 ~ el tJ.1 N Z tJ.1 tJ.1 ~ ..- f- ::r: ;> ~ ~ tit tit U ~ tit > ~ ~ !JJ > > g < !if !if !if p:: () < ~ p:: 0:: 0 0.. ..,....... I " I ~ . .. ..". TV PHONE, ELE) EXISTING UTILITIES (I.E. 1 HeR HEAD ELEL; I KIC EXISTING OVI: EXISTING WATER UNE EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT . ~TER SYSTEM EXISTING WA':'JH:..W DRAINAGE SYSTEM EXISTING STORM EXISTING AREA DRAIN EXISTiNG CURB INLET EXISTING STREET LIGHT EXISTING J BOX EXISTING POWER POLE EXISTING STREET TREE OQ o .......... ..... ..-- .......... ..... ......J ~ rii ::E Z ~ o (/) ...... (/') ?:: ...... u ::>- w 0:,"- OFFICE 1,500 SQ. FT. ( ; ---- - - ----- ~ n 474_______ . + PLANTER.!. <i--~ - 15.00' ~ ----- ~.._ J ~ " --- EXISTlNGO ABLEAN:~~ R=5.00' ~.~ - POWERP '~~ s: c ~-30'00' REMOVED, R=4.00 1:?ii JS:. ~ .q- L EXISTING I ,J 10.00' +:.--- -, UTlUTYT (1. __~~~ '~EN.; ~ o~-r 11 -a'_~'~~ .. '" ~_ =-.: -, - "':l. '., .".. ~. .~.. '.'.. · · - n>.. .2/'WW . "'\~" .f' ,~ ., UTIL - '1?~ - ~. ':>"'~J:~")I @ - 'll (. 1. ~ PROPOSED : - ~h~. ""- ~ _ 35.00' J ""- DRIVEWAY . . : - ~8,,='. - ,1_ EXISTING FIRE ',' "'\ m '. 1_ ~HYD~ _, K:..l EXlSuNG ~sii.,N _ G 5' SIDEWAL~ ~ _ , ., @..~~~ --.-/-. --- _ -- - ----==- -#-- ~ ~J6"sO._..__ .-----=::: J6"sO'_ ____ J-..--. I ~ MH ~: -...::::::t.... ~ _~ o EX, (STING W(~)-463.47 I ~ ~ 8" ,;FL I~N{sE)=46L72 I ~~" ~ OUT (W)=461.67 RiM ELEV.=472.87 SITE DATA -179543 SQ. fT. (4.Q12 ~C)(2.37 AC) TAL SITE AREA - '_ 103,365 S. . ~~TAL DEVELOPME~T :~5 -SQ. fT. (24.19~) LANDSCAPE AREA -::. 61 ,062 SQ. fT. (59.07 IMPERVIOUS AR~L) AREA = 3,198 (3.09%(; 3.64%) PERVIOUS (GRA _ 14,100 SQ. fT. TOTAL BUILDING AR~G -:: 12,600 SQ. fT. MANUfACTURI SQ FT. OFFICE = 1 ,500 . REQUIRED PARKIN;~R 300 SQ. fT. = 5 fT = 25 SPACES OFRCE 1 ING 1 PER 500 SQ. . MANUFACTUR _ 30 TOTAL REQUIRED SPACES TOTAL PROVIDED ; R~~UIRED = 2 HANDICAP SPA~~S PROVIDED = 2 HANDICAP SP~NG REQUIRED = 5 BICYCLE PAR PROVIDED = 5 BICYCLE PARKING M 4 LONG TERM 1 SHORT TER 1 SHh 1::' 1 \ C2 of 9 -- ~.. - @ I] ~ J1:. [] '(-..J v [] :t 3: ;= ~ <o::;f- -- '--- ---- -... -- . ----.. - --- -- ---- - - - '- - - - i] -- ~~0--~4.70 - ~ ~_ @RATE AC 413 .. .. .... .. [~~...,._.,... /;' \ \ 474.63 \~ AC 473.82 r 474, 73 \~ GRATE AC CONe \~ .474.90 " \. , ~ AC ~/ ~ 474..99 1~4.89 \, ~4,84_ '" ", . ~..,-l AG ~~"""'" . ", ,..~~; 7476 ',-_.","'"'''', , .."...."".,,,,,,,,, ",....",,,-_..,,,,,,,....... - ,.# '!\::,~ c' ' -.''''''''''7 :', ", J .. .......~ -.... " ... ./ "'" .. ~ ft; : '1l" 474.91 / Z\ AC /~ 474.92 I, ~m ~ ~ ~m ',~ r ~ :~4.75 ~! ' 473.73 ; ". /~ AC;:::: GRATE '" / 474,,90 ' "-.. / AC ~!/ "./ ~ " . \ 474.90 AC I' i] 474.55 'AC (J {~: [; 1 473.68 r GRATE ARSP AN TRUSS ~~UFACTURING FACIUTY ttl:=475.00 J ] 474.00 AC G , --------- , " IV 474:08--474~~ /AC .> ' 473.61." AC 473.14 472.84. 472.72 11~2.89 AC lAC AC It 472.62, I LP \C ' ',472.53 -I --~. AC __ ~~ E~STING ~ u 10.00' UTILITY EASEMENT ,474.95 AC V 474.90 AC \/: 474~OO , AC "'-: PLANTER -- 35.00' -- DRIVEWAY FO ~ DRAINAGE ~ ~ & , o ('~ \J \'U K.~ 3: I k I I ~ I 00 8t:i I ~ ~ I ~ ()\) I ~ I ,,1 I '\~ w :c o () .HJ " ,\'v II I --- ---- ------ --- ---.. - - - - --- --- --- ------- - --- - SOUTHERN - ----- - --- - PACIFIC RAILROAlJ ~ - - - -- - - - - -- 473.80 ~ .. , -"'-4;5 \474.10 FG ----- ,--., -- ---- --.. - - - --- . ~ \ - - - ('-- ~ ' --=--=--475-= NO CURB . BY GRAVEL. AREA __. ._-;~ t_""._,~ _ __ ",,-- -..~ ~ n ~ 472.80 . /FG /" 472.90 ~~ I ........ 1 ----- 474 -h~ c -.::t' ~\ ~ ~c; '\ = -II- f III EXISTING IJ , 9.98 UTILITY w. EASEMENT 6 -J III -----~p\) '\~ ----- . !J ----- --- --- ----- 't III 1 --. --. --- ------ --- --- --- """'" ~ .:t .:: 30' ~ ~ SCALE. 1"=30' 60) 30' ....__'. o __.__--.-.---, --~ ~ l0-J A ~ cO ~" " I .~ OJ:) r-! , I . .J t 1U C\$ ~ o Q) , ,,") .: J W . () ~ CI) fJ) ;3 -~ ~~ ~~ t3 ~ ~ t3 CD ~ b ~ c ~- ~ !--- a ~ ~ ~ o C,,) Q) ~ d ~ <::3 ~ Q.) .~ ~ ~ .~ t-. ~. ~ ~ ~ .~ \:..) 0 .q- rr) .q- n l' (j) :: ..- >= Or-/") >= >= .......... rr) o:l co c.a 0 0 s::1 r:.: 0 0 .......... ~ 0 LiJ C"-I Z a lJJ 4J 4J ....- :: >- ~ ~ ~ f- ~ ~ u [ii f:j >= >= ~ tij tJJ ..J > 8 d ~ E-< < ttl t.:J 0:: <( 0: U 0:: 0:: 0 ll. if) IX) 0 ........... ..- ...- .......... ..- -J (jj ~ :::;jE z co 0 :::::> (/) ...... ~ (:: > u ~ ...- :: ~-iY = - ~ r41"""'\. '-...J I ""E~ BW '~8,;_ , ~- , 0-- . _.. , '~ -----rJ.-- __ ' ----==- ~ ~ ~-J6'SD..:'= -------- 36"SO_ _____ ____ ~ w _____----..::..... i!5 ~_~ I I ' --=---- ~ I LEGE,ND .UTll OHE 16"W [W ~ -i-)- ~ .8"WW @ -24"SO - ({lJ) [] SH~~t,.' C3 '" 0.' 9 --- - - - '- - "------ ----- ---- - ------ --'---- - --- -- --- ~,.- ,,- --- - - -- - ------- 320 LF 0 -j '--~~ -i- - , " I ,I.'~I', iii' Il .. 1"11" ".'", ,",.,,, I. III ~ I~ - ---- - SOUTHERN PACIFIC -1.--.___... , I ---.--.-- - - IJ ------ \_413 115~' II -- ~ ~ ---""", -- .... - ~ ~._~_....- . . J_ --~ "---=:-----., , "... .,., '\ 1lL__.",,,,,..,,. ]~ /,,,...,, / . / END CURB I ~ '1,>'1 1'-' /~ /~ It:e- I I / I I - - -- --. -- ---- '\ .~ J ---~ --- -- - - -- -- II ,7.'() , SCALE' 1 '=..14 RAILROAIJ - - I,t'; 11 ~~ ~ ~'. ~~75' -/ - '- ,:, y I wi 2, =:it wi '-'I 0, 0:::, I I t I I 3: 3= !l ~ "I;f':' -. .,~ ~475_ , \9~@ '\ ,IUJU \9lYP. @ I;] HI V ! IlJ.U IJ [ ] ;278 Lf0 r - ...---. ARSP AN TR~SS ~UFACTURING FACIUlY n r:; , " I' '61,330 SF @ r" _ Bl.QQ.E _ b!t!E_ _ _ _ ___ .. , , I I f I I I WI ~, -l, WI gj o:::J I I I , I , L ;---------.414___________ \ ~ @> -- '1/ 3 TYP. @ ~ / ~ / [~.. l!l r -~ ~: ----- 365 LF 0 I ! ~ 7 TYP. 86 SF @ \~@ ~ ~ r .... " . -~. \.~. . - '1.> a r :1 10.00 . . \..J ' . -UllUlY .~' ^ \ . ~SEMENT . '-\. _ tl<- 0- '~ 2:.~:_~-=-- """'- -L _ 1IlC. . 0..\ n ~~ _. --=.:::::./\~~ ~ __ =.:: . F.l .-.0 r , \ . . . . - . . - -l.- ,..,' .' 'i'.. '-..... ""=- . I c c---' [' . n.. ,,' .::~.:. .::r:'....'ii':" f. '" 1\ ~ :J--.-~ . ~ ~JJ" ~'\ . (." .;,.,~~'L 0 ~~ GAP IN CURB '-.. . ~ ~I ,(~ '~/ PROPOSED, FO ~ DRAINAGE t7iJ"'. ,-111~ . '" ~ 380 SF '- 35.00' - \.:.V '" ~ DRIVEWAY _ _. I "'. I "vB, . '- 0155 IF - - ''---- e--. . . . . : --==- ~ ~ ----J6"SO.-- - ---- ----=::: ,"::';;- v6SD_ ------ ~ r-..... "I;f':' ~ , - ~, ~ """== ==- 4' ~____ F- - ~~ ~ t'. - - - __ __ __ --.::::- . ~ I([fi) w :c o I ~t--I '~~-~I I ~~~ I Jr!:. {o ------ ------ . 3= ;s:: 00 ------ -- .:--. I I I III \ I ----- 474 EXISTING f 9.98~ ._ UTIUTY LtJ EASEMENT 5 J I 0'01 30 -"1 ...lIl1III.1I1UII..I.II.I...........III..,... o --- o CONSTR.UCTION NOTES CONST EXTRUDED ~~~~RUSHED ROCK. ROCK 1. Sf 4 n AC ON TED CRUSHED . 15. CON 6" 1 ~"-O" COMPAC " CRUSHED ROCK. 16. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. 40. CONST 6" CONCRETE OVER 1 PER DEl' AIL. REFER 41. CONST BICYCLE PARKING AS 42 CONST PER CITY OF . TO SHEET C~OMMERCIAL DRIVEWAY CONST STD. 56. SPRINGFl~Dc6'~~SANT ACCESS ~M~ER DETAIL 57 CONST AO EPIACLE ENCLOSURE . CONST REC C7 60. REFER TZES~~~~HING EXlsn~DF~~~ON SIGN. 70. CONST ~OLE MOUNTED D1S~, STRIPE 1 00. INST~" WIDE 'TRAFFIC WHIT W' CROSSING HATCH. 110. PAINT" E 'TRAFFIC YEllO PAINT 4 WIO 111. LEGEND UTIl OHE 16"W rw Q9 "D- -(~. ~ 8"WW @ 24 "SO @) lQ) J IJ -~ ~ [i i I [ : c ~J ~ ~ Jl ~__ J ~ '1 i] I 18J -- -- ---- ------ --- ~ ~- ~"'=:: - - ! U). ~ OJJm~ ~ ~ ~ ~ ,...... $:I ~ fK. ~ -~ ~ . in\~,\Q: ;- ......0'>1")0 or-...........l.{")~ o~O>"'(t) ~ N r-..... I I")'c 0'>""0 00 I=! a:: 0 t() EO ,..-4 · ....-4 :::> 0 I") ~ '=' ~ $-tv)... ~ .-. a O ~ .....: 0 ~ ...-c: O v) lj:Le "I;f':' ~ 00 G: eo J r~.., ,I 0.0 w ..@ 0" . 0 ~ :z: ?:S :::: coo::: 0 G:: 0 ' 'J t') 0.. :c () f (/)0.. (t) f ~,. ilr;j~ ~'" ~ ~,. _~. ~. '~~J '^ ,;:;;; <0; t:! so;.,,:. ii:j _BE,~ ~ ~-~_ t"r- - (0 \ ~ t::::)...... . ~ ~o it , 'O~\f; ~ -- = ~ I ..1 ~ on = . ....,1 :> cd ~ Q) ~ ,') . .' LJ 00 <> () ~ f./) f/) ~ tt ~ ~~ t1 ~ ~ t1 <J) ~ l) ~ C t1) (l) ~ a ~ ~ g o l.) Q.) ~ (j ~ C:1 ~ (l) .~ ~ ~ .~ ~ ~ ~ ~ ""f...,;) .~ \...) b .q- t"') v II r-..... 0') ...... 0 t"') ;;; ;;; ;;; ........ co t') co co C> 0 t:! ~ f"'\ 0 ........ 0 tii liJ ('oJ Z "" t:J liJ ...- g ;> ~ ~ ~ b w w W t.xJ ..... ~ UJ - > > Q ..J > 0 0 <:t: C:tJ C:tJ E- C:tJ 0:: U <C tr: U 0:: 0:: 0 0.. if) ~, ...... '. ...- -J cij ~ ~ z co 0 :::> (f) ....... ~ (f) ....... u > W ~ cc= SHE_~! C4 "'" 0'_' 9 --- -- " LEGEND UTlL OHE 16 "w [W Q9 -{~~ ~ 8''WW 6"WW ' @ --- - .~".--.. .---- ~ EXISTING UTIUTlES (I.E. TV, PHONE, ELE) @ EXISTING OVER HEAD ELECTRIC EXISTING WATER LINE EXISTING WATER METER EXISTING WATER VALVE EXISTING RRE HYDRANT EXISTING WASTEWATER SYSTEM PROPOSED WA~ltWATER SYSTEM PROPOSED ClEANOUT .24"SD EXISTING STORM 'DRAINAGE SYSTEM '12"ST - PROPOSED STORM DRAINAGE SYSTEM ([ID EXISTING AREA DRAIN ([)J) PROPOSED AREA DRAIN uJ PROPOSED CATCH BASIN [Q1 EXISTING CURB INLET ~ EXISTING STREET LIGHT ~ EXISTING J BOX -II- EXISTING POWER POLE o EXISTING STREET TREE @ Fl - -- --- -- -- --- - - --- -- - ,,-- -- ~~ '. ...- .--. '-=:::-~'- .~.... .' ~~ $I CO #2 @ . 12"ST? 1/ \ 70 LF t480 S=0.50%~ n 1+13----- V @ST CB #1 ___ . ....10"ST. (0 ~ \ ~~~.~~%@ / @ST ~~#3 / RO' @29 LF .~100 LF ~ JnS=0:50% ~ o cr @TD#, i 'CLEARSPAN 'TRUSS MANUFACTURING FACILITY 10 LF S=1.00% t279' ~ Q29 LF WW CO 111 @ ~ /. .. ..RO V 37 LF S=1.00% @ WW CO #2@ ..lr'" . r~ -. \STCO #1 @ ~ 179 LF @ 100 LF t480 S=O.50%~ 1 0.00' ~ 25 IF UTILITY ~S-l 0 c.o -~ EASEMENT - . -: ~ )_ _ ~ _ ~~ _. :j ...~~ I c\ - - - - -tiP- - I~ f1. ~ 27>>WW:J. . J:. ~ 0 ------r ;:_-1:;;_ .D - ,'~MIWl -? ~.............- 'l)" " . ..r/." .;. ", '. .... d f ~ . . ~ a.~ @ST CB #4' 7;6':'~L=~~:.851 e=f ~2" FL=:;;~+ ' : .~. ' EX WW MH #1 'l . 1 445 Y6'~ ~ '.....=. ~ -----~' '- - '- ~ " - _ . ------==- ---Ii-- - - ....--- ~ : ----- -----36110 i w -----=:::: ,:;D--.: ~ 36fiD_ ----- I i _____ i ~~ I ~_,~ ~~ I~~ " " 3: :s: $: N ~ [J t! . (, t~l t 77 LF @ - ~ : I @WW CO #5i : 3:: ! :s: @100 IF S=1.00F ~ i\ )Lf@ ! --------- : 474~ ,---- ---- 3: ;= N -.::t- .._~ - -- , & " "ro\)\) '\~ r I w ::r: o ,,~o\) '\~ .1 --- --- - -- --- - - - -- SOUTHERN PACIFIC --- - '~ ~475- '~475 - - ~~~' ~''to '~ 'V3 r;. ~ r;. ~ "\. po ,. ~ ~ '$ /'St. " i ~ ~ ~t~ ~ ~ ~ ~ ~ AS: ~~~~~~ ~.......... P. 6. 'i!}S~ ~ ~ ,,~ ~~ ) ~~~~ ~~ ~p. ~~ J. ). IS: ~ ~ ... ~ l!: ~ ~ ~ ~ l!: '$ ~ ~ P- .p. ~ ~ P- It p. ~ ". 1t1.... It r-. ). ~ ~ jS:. ~ J/; ~ jt: ',/ -!-~I~ , ~ T ~ / @ ,~ Ii : ./ " @) \ ,...., 1057 FL=470.70 @ I Ji:. (0 ~----~p\) '\~ ----- Cl 3: ~ ex) ~ ~ ~ ~ ~ ----- - ---= -- ,,10\) '\~ , .q- ,...... v ----- A rn - ~ bD m ~ A t .11 · ~~,O~:, ,......0 E 0.......2'>"00 Ooo::t"-LOO N ........ 0'>, C'I en 0> l"') . c: W Nf'-- ~cig~~ (I') 0 ~ -0 ~- c: ,...;g:;-;:--g <nwLOvo -'-"'LO(I) o t5 .. '-"'(5 oZ ~ ..@ coCEox...... , t") 0.. ::r: ~ "8 <no.. (I) , ~ ~ ~ o r:n . I o -- _. _ _.... ,I ST CB #2 @ I ---"~~. ..",.,/. . / - ~ST CO #4 j, ~ ~. ~$I CB #3 i,,', i9~:LF' ~,9 ~ ~~lJ S=0.50%? i SCALE' 111=30' 30' 0 30' r .~,~.- --- ...... 60' -- _.~ - -- o CONSTRUCTION NOT~S 209. CONNECT TO EXISTING PIPE. 250. CONST CLEANOUT AS PER DETAIL. REFER TO SHEET C9. 260. CORE DRILL AND PROVIDE 6" EXTERIOR DROP STRUCTURE IN EXISTING MANHOLE. 270. CONST TRASH DRAiN ASPER DEJA1L REFER TO SHEET C9. 279. CONST 4" PVC WASTEWATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 280. CONST 6" PVC WASTEWATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 411. CONST AREA DRAIN AS PER DETAIL REFER TO SHEET C9. 412. CONST DUAL CHAMBER CATCH BASIN AS PER DETAIL. REFER TO SHEET C9. 413.CONST 'DUAL CHAMBER CATCH BASIN WITH FOSSIL Fill t.t<. AS PER DETAIl. REFER TO SHEET C9. 414. CaNST CHANNEL DRAIN. 444. CONST BIO-SWALE. 445. CONST6" ROUND-ROCK SPLASH PAD. 450. CONST STORM CLEANOUT AS PER DETAIL REFER TO SHEET C9 478. CONST 6" STORM 'ORA1N PIPE,ASTM '03034 'WITH RUBBER GASKET, .JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST10" STORM DRAIN PIPE, ASTMD3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 481. CONST 12" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 500. CONST *" C900 WATER LINE. 508. PROVIDE 1 ~" C900 STUB WITH BALL VALVE AND 6" ROUND VALVE BOX FOR IRRIGATION. 509. 1" WAu:.t< Ml:ltK TO BE PROVIDED BY S.U.B. 600. UTILITIES TO BE DESIGNED BY SERVICE PROVIDER. M ,r""'"'''' 'J <::fj ,"'" ,~ P-4 ~ , ") - ':... J ',}" """I. ",.J -. I I") ~ Q) I '" -,') 00 - -- - RAILROAIJ -- --. ---------- 00 . ..... ~ 1-1 o >1 -- - - J " j STORM DRAINAGE STRUCTURE TABLE :1 EX Cf # 1 12" FL IN (NE)=468.94 12" FL OUT (SW)=468.84 TC=473.55 CB #4 6f'FL OUT =471.10 GRATE = 472.10 n 414---- 1 1 AD. #2 10" flOUT (SW)=471.04 GRATE =4 72.58 '0 q- 1"') ........ ~ ::11 ~ tt") ~ t") o ~ (:$ ~ Z f:- u tij ~ t- 0 <( cG o 0.. CB #5 6" FL OUT (NW)=472.05 GRATE=473.57 AD #1 12" FL IN (NE)=469.08 12" FL OUT (SW)=469.08 GRATE=471.00 l> () ~ CI) CI) ;3 ~~ ~ ~ t1 ~ (f) ~ t1 <:0 ~ U ~ o b:l ~ ~ a ~ "i...:) ~ ;3 o ,t) ~ ~ d ~ ~ ~ (l) .~ - 1;) ~ .~ ~ ~ ~ ~ ~ .~ t.:> . CO #1 12" Fl OUT=469.58 RIM EL.=420.36 CO #2 12" FL OUT=470.08 RIM EL.=420.28 ~n CB #1 6" FL OUT=472.23 GRATE=4 73.73 CO #3 12" FL OUT=470.43 RIM EL.=420.32 i-:J ~~ CB #2 6" fL OUT=472.32 GRATE=473.82 CO #4 10" FL OUT =470.93 RIM El.=420.32 i-:l ;>; ;>; ;>; N FcoCOCO 2~OO^ ~ 1U IJ.J IJ.J La ->~~~ :3 ~ ~ ~ < > > > < U IJ.J W U:J 0 {f) 0:: 0:: 0:: U EXISTING 9.98' _ ~f UTILITY EASEMENT ~ .., o " ",-"; CB #3 6" FL OUT=472.18 GRATE=473.68 !J WASTEWATER STRUCTURE TABLE J~ .EX WW MH #1 NEW 6" EXT. IN (N)=468.02 an FL IN (5)=463.47 27" FL IN (SE)=46L72 42fJ FL OUT (W)=46L67 RIM ELEV.=472.87 -l ~ cij ~ Z CD o :::::> -.c (/) !!l ?:: >- (3 4J 0: ~ ri WW CO #3 6" FL OUT (N)=468.94 RIM ELEV.=420.30 I ~1 WW CO #4 f' fL OUT (N)=469.66 RIM ELEV.=420.82 00 o " ..- ..- '. WW CO #1 4ft FL OUT (E)=469.90 RIM ELEV.=421.95 WW CO #5 4" fL OUT (N)=470.66 RIM ELEV.=421.1 f: WW CO #2 4" FL OUT (S)=469.53 RIM ELEV.=421.07 TO #1 4" FL OUT {S)=471.21 GRATE=420.35 --- ~ S~~ ',=, r 1 ' . ~-i . .. . '.....J .~ C5 ... O'~ 9 - - - - - -- "'--"' -~' --'-~''''''''''''-~I , , , - _"""_ ,- -@ [J r1 . ------ : 473 i____ I I [l I ST CO #4 ~ ST CB #3 AREA 1 9,045 SF \ ~ 474______1_1 ! -- EA5 AR. 19,5'~6 SF . ...------- '- J ---- ---- ---- --------- --- . - -- .. --- -- -- ----- ----.. ---.. --- SOUTHERN '----.- .1_;", I SCALE: 1 >>=30' 30' " , ' .. .- -- "~ - --- --- PACIFIC - - - - '- -- "~~- -- ---- --- - RAIlROAIJ o - . --- -- --- --- - - __I. 60' - - - ,,- - - ST CB #2 ~ - - - ~-- -, - -,. ',' '~475-------/ --- -- .---- ~:5__= ., ~ STCO #2 ~ ~ .~ ,Q ~ ~ ~ . STORM DRAINAGE STRUCTURE TABLE CB #4 6"FL OUT =471. 1 0 GRATE = 472.10 . . . . . ... . . . . . . ------ IUlLJ-- (() AREA 3 6,063 SF - -- EX CI # 1 12" FL IN (NE)=468.94 12" FL OUT (SW)=468.84 TC=473.55 AREA 2 6,652 SF 1 ...... \.... r- 0 E or-mf'08 o -.;t- ~,,~ (I) -~ N r--- I l").C uc:J 00 W""NIl:; f-ciOU')E ,.... · r-f :::) 0 f'0 <X.) -0 ,..... ~ U) --.. ~ ,c O ~I ..~--..o .0..... t:i 9 ~ :;; 5 7"'" W ............ tf) C/) V..l. l.J..._ J~ 00..............g 0" :ZW..~ f O-:z:X:::: '~&:~~8 (f)a.. (f) , ~ '0 ;:j ~ 00 <J) on t.~ ~ . ,.... C'j ~ =:t S ~" ~ o '.""l 00 o () ~ ~ (J) CI) ;3 -~ ~ CO #1 12" FL OUT=469.58 RIM EL=420.36 CO #2 12" FL OUT=470.08 RIM EL=420.28 AD #1 12" FL IN (NE)=469.08 12" FL OUT (SW)=469.08 GRATE=471.00 AD #2 10" FL OUT (SW)=471.04 GRATE=472.58 CB #1 6" FL OUT=472.23 GRATE=473.73 CO #3 12n FL OUT=470.43 R1M El.=420.32 CO #4 10" FL OUT=470.93 RIM EL.=420.32 ST CO #3 CLEARSP AN TRUSS MANUFACTURING FACIUTY ,"';'. . .~ ~ ~ ~ [1]~OO ~ . . . . . . . .. . . . . . . . . . AREA 4 18,903 SF \sr CO #1 ~T ~ CB #2 6" FLOUT =472.32 GRATE=473.82 CD #1 6" Fl OUT (NW)=472.05 GRATE=473.57 CB #3 6" FL OUT=472.18 GRATE=473.68 '\ J u DRAINAGE BASIN AREAS = 9t045 SF to Public System = 6,652 SF to Public System = 6,063 SF to Public System = 18,903 SF to Bio-Swale AREA 4 = 19,566 SF to Bio-Swole AREA 5 = 1,600 SF to Public System AREA 6 G AREA = 14,094 SF BUILDIN - 75 923 SF TOTAL DRAINAGE AREA - J EA 6 fLOWS INTO A BIO SWAL~orR~~ THE ~T~~~~~IN'if THE PIP~ ~~'R~Q3~~ENT ANDIS NOT CONTACT TIME OR F~O TOTAL TREATED AREA. COUNTED WITHIN TH - 38 469 SF AREA TREAttU BY SWALES : 50:67 % % TREATED BY SWALES ----~."f/' ~ ~, - 1L ~J = --1ll ~- - Y8~ r.-<. . == ---- ~ - -:- ~-- -~ -----J6"sD_~ w ~ J6"SD_ :c: o I ()\) ,,<0 '\\..- w ::c o ()\) ,,?j '\~ -.. o ~ , ~ , - , ro <:) ""'-. ..- ..- ""'-. ..- --' cij ~ :::a: I z co 0 :::> U) ..... (fJ ~ ..... :> (J w tX: ..- ... ~~ J. 1 474--- AREA 1 AREA 2 AREA 3 I ~} ~~~~ F - ~----= __........ IF- - _ __ __ ~ f & ___ ___ 1 ~ ~ r--. ~ ~iJ !] -- -.J j w ::J: ~J o -- i!l ~ <0 ~\)\) '\~ ----- ,) . 3: :s: :: 00 ----- ~ ~ ~ ~ ----- ----- i1 ...] ] ()\) ,,1 '\~ ........... ...........- ------ --- --- --- ...............:t -::::--- ---~ - ~ ~ ~ a ~ fJ) ~ a Q) ~ u '0 -.::t 1"1 -.::t lJ f""-.. 0') ..- <:) 1"1 :>.: ""'-. :>.: :>.: 1"1 co co 0 co ""'-. 0 ~ ~ 0 0 0 N Z 5 w UJ UJ UJ ~ >- ~ ~ G ::t ~ W !:it !:it !:it 4: tij ~ ..... :; ;; ..., ...J >- 8 t-- 0 < w w w ~ 0:: U t:c: t:c: t:c: ~ ifJ H ~ ~, c , S C-i~-4 , J-i . ~....j .c_ C6 of 9 ~ o tJ) Q) ~ a ;;tJ ~ ~ o U Q) ~ rj ~ Cj -...;) Q) .~ ~ ~ .~ ~ ~ ~ ~ .~ C..) GENERAL NOTES: 1. Prior 'to anY ground disturbance on the site one inspection with LDAP stpff is required. Issuance of this plan does not relieve the permit holder and or the contractor from 011 othe~ permitting requirements. Prior to beginning construction activities, all other necessary approvals shall ~e obtained. I 2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) ore the minimum requirements for anticipated site conditions. During the constructio~ period, these measures sholl be upgraded as needed for unexpected storm events and to ensure that se<,Hment and sediment -laden water does not leave the site. 3. The implementation of the ESCP and the construction, maintenance, repl~cement, .andupgrading of the erosion and sediment control measures is the responsibiHty of the permit hqlder and or the contractor until all construction is completed and accepted and vegetation / tandscapin~ is established. I 4. The boundaries of the clearing Hmits shown on this plan shall be cleari~ flagged in the field by the engineer prior to construction. During the construction period. no disturbon<:je beyond the flagged clearing limits sholl be permitted. The flagging sholl be maintained by the applicant J contractor for the duration of construction. I 5. The erosion and sediment control measures on active sites sholl be insBected and maintained at least once every seven (7) calendar days and within the 24 hours after any storti1 event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor after each rainfall and at least daify during prolonged rainfall. Any required repairs oradjustmentsshaU be made immediately. I ! I 6. All erosion and sediment control measures shaJl be protected from dam~ge at aU times. Control measures shall remain in place until permanent re-vegetation has been stab~lized.Any measure that is damaged or destroyed sholl be repaired or replaced immediately. ! ! I 7. Any areas of exposed soils, including roadway embankment, that will notl be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry seasor~ (May 1 to September 30) shall be immediately stabilized with on approved ECS method (seeding & m~lching with straw, bark, compost, or plastic covering, etc.) 8. Street sweeping shall be performed as needed or when directed by the ~ity inspector to insure public right-of-ways ore kept dean and free of debris. 9~ When trucking saturated soils from the site, either water-tight trucks sh all be used or loads sholl be drained on site until dripping has been reduced to no more than one gallonl per hour. Sediment laden water will not be allowed to enter the stormwater system. ' 10. Extracted ground water from excavated trenches shall dispose of in a s~~itable manner without damage to adjacent property. Dewatering systems shall be designed and operated so os to prevent removal of the natural soils and so that the groundwater level outside the ~xcavation is not reduced to the extent that would damage or endanger adjacent structures or property. Approval of the system does not guarantee' that it will meet the outcomes or be acceptable for us~ in all situations. Modifications to the system wiU be required if the compliance con not to met. At no time will sediment laden water be allowed to leave the construction site. ' 11. A supply of materials necessary to meet compliance and implement the 'LDAP or other best management erosion practices under aU weather conditions shot! be maintained at all times on the 'construction site~ : I 12. No hazardous substances. such as paints. thinners. fuels and other cherPicals shall be released onto the site, adjacent properties, or into water features, the City's storm wbter system, or related natural resources. . 13. The ESC facilities shall be inspected by the contractor and maintained t~ ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC faci'ities during the wet season (October 1 to April 30) and of monthly reviews during the dry seasqn (May 1 to September 30). 14. Approval of this Erosion Sediment. Contro! Plan (ESCP) does not constitu\:e on approva! of permanent rood or drainage design systems (e.g. size and location of roods. pipes. chqnnels. retention facilities. utilities. etc.). ! 15. The er-osion, and sediment c-ontrol measures shown on this Erosion Sediment Control Plan (ESCP) must be constructed in conjunction with aU clearing and grading activities in such 0 manner os to insure that sediment and sediment laden water does not enter the stormwatrr system, roadways, or violate applicable water standards. 16. All work performed by utility companies for this project, including placetnent of appropriate erosion and sediment control measures, finished grading, seeding, mulching and deaM up is governed by the conditions and requirements of this erosion control permit. The assurance thpt these requirements are met will be the responsible of the permit holder. : 17. Soil stockpiled during the wet weather season (October 1 through April ~O) shall be covered with polyethylene plastic sheeting and secured tightly in place with an approved a~choring system, to ensure the stockpile is not exposed to rain or creating sediment laden run-off. En~rgy dissipaters and other control measures may be required to slow runoff. ! 18. Stabilized construction entrances / exits shan be installed at the beginni fig of construction and maintained for the duration of the project. Additional measures may be requfred to insure that aU paved areas are kept dean for, duration of the project. :----- , ------ 19. Catch basin / curb inlets shall be protected by on approved method to prevent sediments from entering the stormwater system. Approved barrier methods include filter fab\icinlet barriers, block and grovel inlet barriers, grovel and wire mesh inlet barriers, and mesh bag~ filled with wood chips. ! I 20. Temporary gross measures must be fully established by October 1 or acditional cover measures will have to be implemented untit adequate gross coverage is achieved. 21. Issuance of the erosion permit does not relieve the permit holder from aU other permitting requirements. Prior to beginning construction activities, all other necessary approvals sholl be obtained. GENERAL SITE INF'ORMATION 1. TYPE OF DEVELOPMENT: MANUFACTURING FACILITY PRIVATELY OWNED AND MAINTAINED PARKING AND SEWER SYSTEMS. 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: PRIVATE DEVELOPMENT WITH CURB AND ASPHALT PAVING - PRIVATE STORM AND SANITARY SEWERS 3. PROPOSED CONSTRUCTION SCHEDULE: PRlVATE FACILITIES ONLY 4. BEGINNING DATE: COMPLETION DATE: DEVELOPMENT AREAS TOTAL AREA: PERCENT OF SITE DISTURBED CUBIC YARD CUT 175. CONSTRUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPACTED TO 90% MAXIMUM DENSITY. PAD SHALL BE 15' MIN WIDTH BY 50' LONG. 176. CON~ I r<UCT SEDIMENTATION CONTROL REXfUS FOREST BY-PRODUCT COMPOST ALTER BERM AS PER DETAIL 177. INSTALL BIO-BAGS AT CATCH BASIN OPENING, PLACE BALES TO COMPLETELY SURROUND INLET OPENING. o CONSTHUCTION NOTES JANRUARY 2008 MARCH 2008 4. 12 ACRES 58% 481 5. SOIL TYPES ON THIS SITE ARE 82% AWBRIG-URBAN lAND COMPLEX AND 18% COURTNEY GRAVELY SILTY CLAY LOAM-WELL DRAINED WITH SUGHT EROSION FACTOR. @ , dJ ---.:...- .---- ~ - - -", 1 ~ = fr13------ ---- I~ I:j 11 . i+ '/"" IllLI IJ- i 1 -.' c L c. ~ -, {:;-~- cr ., ~,-,- -' ~~ri ~ F- ;-- ~~~.' .-.=-- ~.~ ~I I I .~ . n -C' . ';{J r "~' ' '"'' I, ' "--T ( "' .'~~., :' :" " (~.~ ~...:.) ," " ( · 11.1 "" ~ . 0. '.. ~ ' \f ~.;..l),~ . "... . :..,j -~ = .~... -~ "" "-- ~ " ~ , " <e\)\) " ~~ ---.......'...,,'.,.... ,"-- iu,u' - ---- - -,.~ \~ - ......., ..~~--- --- , -....,: ~.. '-' ID CLEARSPAN TRUSS MANUFACTURING FACIUTY l' . OffiCE _ ~ ~ ~ .~ I!J~I!J ,.~~\ I. . \, = '7):.: G ~~fj~."..,lr jtHJ-L- ~ :--- ~ ". ~ -, - = ===. --:--. ~ ~ ~ ~ ~ ~ .s:~ S:~\l ro~ r Curb Inlet Curb Inlet sedimentation dam \ III . Bio-bogs '\ Curb ~ A~ o G: , ~ SCALE: 1 'k30~ 30' o 30' 60' .... Ii. '" .....""."......_1 InletProtectio.nDetail , . - - - -- --- -- - - - - SOUTHERN - - '- PACIFIC ---- -- RAllROAIJ -- - --- - ~- . _...__.._--~ ~ ..>~ ~ ~ -- --- ---- -- ---- -475--/ --, -C' ...... --. __ --------475___ ________ ~ ~~ ~ Il-(~ ~ Il- ~ ;r ~ ~ ~ ~J ~ ~ ~ ~ ~ po. 1\0 p.. i 1\0 :..:--,~ J;{ 1\0 It ~~ j ~~')' ~ ~~-- ~~* ~~~~ ~$~ :~ Fo 1\0 ~ , 474---- -t--,; ~ Fo ~ ~ 110 jt: P. ~ ~It: .K J po. ~ ~ p. ~ ~ ~ 1\0 :.. ~ p. }l :.. po. jt: iloo J _ 1\0 ~ l!: iloo ~ lo. ~ iloo ~ jt: i:... ~ P. 1\0 ~ ~ I\. ~ ~ ~ !C 1\0 jt: ~ T ~ ~, \ "'"' 175 ~ ~ ~~ . ,~ -===. ~ ~~-=-~~~ f _ -- __ ---.:::. ~ I ~ -- --- --.:: ~ --- ,,1\)() ~()() '\~ ----- ~~~~ ~~~~W , ~~'iJ~'f ~~ ~~~1 I ~>1l 'oJ I~"~~ 7-11 ................ 1~~~~\4 '7 -........... ~ ~ ? ~ ~ '~I~~~ 1i~ 'I ~ !1:ll~ ..... '-........ ~ ~ ~ ~ ~ ~~ "f... ~~ ~ "' ~ 1 1 /...........1? "'l:t" ....... "'l:t" WI ~ ~~ ~ ~~ ~ "Q J ;:;] w 6 ~ ~ . - I;J ----- --- --- tal i'J tfl . bI.) tfl ~ . tm 1.I! 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(j) ~ ..... >- U r.zJ cc ,..- I HYDRO SEED MIX PER PLANTING 'PLAN -""'I( , :1 I PROPOSED PAVlNG ~ ~f'f!"~ ~\~, .".,~*~~~~'S-~ ...... --- t BOTTOM WIDTH---. WIDTH VARIES ..... BIO- ~~IL~RA~~~O~~ SWAL~ HD~TAIL N.T.S. LOW FLOW CHANNEL PLANTED PER PLANTING PLAN ..... .6' MINIMUM- ..... TOP STAGE (NORMALLY DRY) 1 0.50% OR GREATER SLOPE FOt DRAINAGE 3 StilLING BASIN @ 25' SPACING 6' LONG X 4' WIDE PLANTED PER PLANTING PLAN CLASS 100 RIP-RAP OUTFAll S1RUCTURE LENGTH VARIES -- DRAI~'IAGE CHAN~\fE~SE'cr~lION .. N.T.S: 4" CONCRETE PAD CORRUGATED ALUMINUM ROOFING OVER 5/8" EXTERIOR PLYWOOD " x )/ ;~ !S xxx )< i.t x x x , J )< : t X 1 X , .. . ,~....... ~ ~ ~" .:. .,r'" A .. ~ . I -13' 4" DOWN SPOUT TO' STORM SY~ t tM CORRUGATED ALUMINUM ROOFING OVER 5/8" ~EXTERIOR P, LYWOOO BOLTED TO CROSS BRACING .,- " ~!- ~. - \~ s: I' ... I r-.....r-.. < . .. -.. ... .. 24 n.:.- r... ...... ......... " . ..... - I" .. _4 , 4 24"- -24n- -- 6" 5' 12' .,...4" -. 7' BICYCLE RACK!W ENCLOSURE NTS ./ FLOOR PLAN '- :s:J:.r ~ ...L I I .~L~ _ ~ '_"" - li ~ ~ ..... ro ro ,- -'--- 8"x8"x16" eMU WALL ! .,; RIDGE ':l 1. to c--i PR 6460 IR (VERIFY) , -+ 1~1 SECTION TRASH ENCLOSURE ---- STANDING SEAM METAL ROOFING, OVER 1/2" CDX, OVER 2x10 JOISTS @ 16" O.C. + Q' -8" _ _ v,~ T.O. WALL --~~ - U u _------------- P.T. 4x4 BUMPER ~ SLOPE FLOOR TO DRAIN +0'-0"0 F.F.E. TRASH ENCLOSURE CONNECT DRAIN TO CiTY SANITARY SEWER LINE '" "-..... ; J t I i tfl ~iif '(((( ~ ~ i~ J .1 (., _ \... 1'0 E o"'2'no ~ o~.~t.OO N'" 0> N (I) - rl'\ 0'> I r0-c U..A. W Nt...... ,..... · ..... t= 0:: 0 t.O g ;..-.t ~ ::> 0 I") ro c o ~. c.n ..-......-g .,1'\ .-. ....=9 ~ -;::' g V..A. 0 (I) W to v 0 ~ .. W J - -....- t.O' en O u-:::a.: 0 t5 .. -....- (5 ,.".--. oz~ ..@ co a::: x ....... , r0o..o~o IF'!. I 0 .... I 0.., (f.) 2" CROSS BRACING @ EACH POST s: I' I r-.. 6" .. () .~ ~ (/) CI) ~ f..Et ~~ d ~ ~ d Cl) ~ l) ASTM A53 SCH 40 ~ltEL .'" PiPE POWDERCOAlED BLACK . "'" 36" X 24" ROUND - HOOP MODEL RACK ~I ~~ ~ .;~' ""-. ., zA~" :'.4 . ......... '. .,,': ,; ~~ FLANGE MOUNT PAD 6" ROOUNO - 1/4" - 18" - - 18"-- - 24"- PLATE WITH '2--1/2" HOLES FOR ANCHORING 2'X6'X7' CHAINUNK \ ENCLOSURE WITH / LOCKABLE DOOR J IIIIII L_" II II II II LLIIILllpJJ~~ CD. . ,II "I . 01 ,] ~ &, ,,:') (J) ~ .. """,) . ....... > . . . I Q I ~ o ~ <l) ~ a ~ ~ ~ ~ o () Q) ~ d ~ ~ ro.....,') <:1) . ,....;) ~ ~ .~ ~ ~. ~ ~ ~ .~ C,.) .q- .q- " 0> o 1'41 ............ ......, o ............ 0 ~ z tJ w w l- a < cG o 0.. ~, ...- ...- .......... ~r ....J Uj ~ Z ::a CD 0 => t--I (J) U) ~ ""'""' >- (3 4J 0: ...- PIPE SIZE PER PLAN I -- 6' MINtMUM ~ --,- -( _.~ S= -lEEr , C8 of 9 r TRAP W/ HINGED UD' AffiNG AS NEEDED OUTLET PIPE OUTLET ELEVATIONS AS . SHOWN ON PLANS r SaUD PLATE UD r BIKE PROOf STEEl GRATE j, I t 11111114111 f I fit 41 ~ \~~l. 12" :=\\\~\l' ~\? -- , "\1 ~ .A 24" SUMP \ ~ .~ .~= llffJ .~7ftJ1 ":::::: /IJ;::i:; , .:!!J.. ~:::: III t=--'II1!1~ /1- -- f ::::;:.;;;;/IJ;; ~ PROVIDE SMOOTH LEVEL BASE , 53-1/4" ......., TRAP W / HINGED UD '53--1/4"x 29-1/4" 10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE AND OUT. I)UAL C~-IAM3ER CATCH BASI~ ! N.T.S. TRAP wI HINGED UD ATIlNG AS NEEDED OUTm PIPE OUTLET ELEVATIONS AS SHOWN ON PlANS ...... r SaUD PLATE UD r BIKE PROOF STEEL GRATE i IlftlfllltfllJllfllfl~ ~,\\~\ 12':'.' ~~"'- ~~\,. ;.. , ,~ TRAP wi HINGED UD 53-1!4"x 29-1/4" 1 0 GA. ::> i tt.L CATCH BASIN WITH 24" SUMP & FOSSIL ALTER INSERT. .ASPHALT COATED lNSIDE AND OUT, DUAL CHAMB~R CATCH BAS~~ NJ.S, F" STANDARD ~lttL fRAME & COVER GROUND LEVEL" I / MECHANICAL PLUG ~~.@'. ;!;;:~ - "'~WsWs' - ~@.~~~" ~~'" ,~'.. , ' ~ " .'1 ,," " ;~ ~ ~~ NOTE: SECTION TO BE POURED \~; ~ -i. ~ ~lsmAb: :~'~~~F;g~O?Fpl~~, Ld ,. r~- -4"MIN 4"luN - 0) .~ :":-- MI /";":'~i . : :.. .:.::?\~mir~'l' ?t~.( ~~JJP~:~ SIZE . , :~ ~.'.: :~ ~ :::~ '::'.: :. : - .: .;.~ ~' ~ ~~'.:. [EXTRA LENGTH TO EXTEND . -"' 12 ~":;:.; :'.: : : . : ::' :".:', : . BELL BEYOND CONCRETE - .d : ~~ .::~ ::.; ,. . . : :' ~ ~".: .~ ~ .: ~ ~".\ /:: :'... . ." . . .. . '. ..... 1 G~"""~""~~'''' n'rnn', .' : '. '.; nT . ~ . :: : ',: '. : '.: : '.: c. ::: : '.. " . . : ,: ." c, : : : : '.: c. :'.: :) MECHANICAL PLUG '... '~~~..- ~&~~~~""Y.o~~,,*~" t ~~~~~~~~~~~.~~~~~~~ ~~;~.";,~,~.;$::,'"'h.~'%~~~~>>~'/~~ .~ CLEAN OUT DETAIL NJ.S, ' \l ? j ~ 24" 'SUMP tJl[= -I'l' I ;= I/~ :.7ftJ1 ":::::: /Ii ::fi:1'JI, Jll..fit~ II! I~/'I Ii~ '11_ = 11$:=1/I=.!1 PROVIDE SMOOTH lEVEL BASE , \ 53-1/4" ....... \ II U 1I 1I 1 A ;I 0:5' - ---'- - \. --------.. 24" 12" MIN. .....a .... <J. :::::-=== A r.n 41 f.II {(,(r ~ Q r.1 ~ I (., _ \.... ~ ~ o en ~ ~ o ......0 E O......~I"')O O~'-l{")O '" ...... 0>1 '" <Ii 0> I"') . c W"'fl.- t-a::OI.{") 0 :::loJ"">ooE en ~-o .. ,-..... c ...=O~,-.....O (/'}G:Jt.O~5 -"""""1.{") 00 o t5 ............'0 02 ~ ..@ ex> 0::: x ....... T f"') a.. ~ ~ "8 <na.. UJ 00 . ...... ~ ~ o t ... ,I ;>i .; 241) BELL & SPIGOT ..... (12" MIN.) C76 CL III :::~ 00 . ,,,,,,,,,,,,,,"1 . .,1 cd I" ") (]) to . ,I . &"'''"".,,1 >- .. J o ~ o ~ .. () ~ if) (f) ~ ._~ ~ ~ o b) ~ ~ a ~ ~ ~ ;3 c C...) (J) ~ d ~ '"t3 -...;) Cl> .~ l;) ~ .~ ~ ~ ~ ~ "'f..,;) .~ C,.) "I ..; ~c~: t" ::::>~,,~-:.".::~ .)....>.:.~ .,.. .~~ .~.::<:;:.: :-:: ~!;..~~~::. 3" ---I - II-- t 18" t <1~ 'J,] 6" 4 <'f ARJA D1A~N DE~ AIL N.T.S. 8"ROUND GRATE DRAIN-RITE wi 4ft OUTLET / . CONCRETE PAD SLOPE TO GRATE ~ t3 ~ ~ t3 (\) ~ u .q- b I""') "=t' 11 '" 0> ;: 0 I""') ...- ......... f"') ;>.: ;>: ;>.: C> , (5 s::i ~ o:l o:l o:l '" Z 0 0 0 ...- ~ r-- tu t:il ~ t:il TRAP >- 4"PVC u ~ ~ ~ r.;j lJJ lii l.tJ l.tJ l.tJ E-< (3 ...J >= - >= .( <( > ~V'ASTE W'A TE[;, <( c:c U lJJ l.tJ tiJ 0 0 0.. (/) 0:: 0::: 0::: u SE/?''y/JCE LJIVE r_l:~ASH ~~NCLOSUREfr_,A? DRAIN N.T.S. ....J ~ en ::E Z a3 o :::> J-C (.f) ~ ~ > <3 ~ ."" ...... 00 o ......... ...- ...... ......... ...- Sf~ i c , r 1 ' ..... ~ . ..i. ~ ..:.-.i C9 of 9 , H'Ctt TiES <.J) \- OL '-.:0 tLl So- t \-(\) <....0 \- ~ ('\) C C\J o t t '\ ~ ('() q) q)' 0 l)LLO ~ 0 .. '> C'\ X (J) \.) ('\) eLL OmQ} o ~ C l~ L 0 U.1 0 r- (() n D- PLANT LIST SYMBOL c e er h p tc V 'MULCH Willi 2" BARK MEDIUM TEXTURE (KEEP MULCH CLEAR OF SHRUB STEM BASE) BACKFILL SOIL WIlli 30% LEAF COMPOST FINISHED GRADE ".,- _ GN.... V STEEL WIRE: LOOSE , TO AlLOW 4" OF MOVEMENT IN AlL DIREcnONS , -fINISH GRADE / ,.... - CUT AND REMOVE TWINE, , BURLAP, AND WIRE 8ASKET - / fROM TOP AND SlOES Of / ROOTBALL 3" UNDER FIRST UMBS OR 5' HIGH, WHICH EVER IS 'lowEsT. BOTANICAL AND COMMON NAMES COTONEASI'ER HORTZONT ALTS'VARTGATA /VARTGATED ROCK SPRAY COTONEA-STER ERICA CARNEA JWINTER BEAUTY (King George) HEATH CERCIS CANADENSIS I EA~rERN REDBUD HEBE tp ATTY'SPURPLE /SAM'E COTONEASTER LACTEUS/ PARNEY COTONEAsl'ER TILIA CORDAT A 'OLYMPIA' / OLYMPIA LITTLE LEAF LINDEN VIBURJ.'illM DA VIDI / DAVID VIBURNUM PURCHASE SIZE 5 GAL CAN 2 GAL CAN 2" CALIPER 5 GA'L CAN 5 GAL CAN 2" CALIPER 5 GAL CAN 2" OF MEO. BARK \. ... (KEEP MULCH ClEAR , OF lRUNK BASE) \' 2"'X 2"X. 8' WOOD STAKES~ -~ SET OUTSIDE ROOTBALL "' ON Yt1NOWARO AXIS , (REMOVE At il:J'( ONE YEAR) . c I' , ..I- . " , ~ 1<( .. \L.l ~ " . ~ =/ ~ cL 0 :0 ~ J ---l ::J ~ j!: - t- 0.. o w o 0 Q:: ;j ~ i%t NOID STAKE All EVERGr<ttN TREES 8t AND o,~ f SHORTER AND DECIDUOUS It<t:.t.:J LESS THAN ~ 4"CAUPER. 00 NOT STAKE VINE MAPLES. TREES 1 1/2" CAUPER AND LESS SHALL BE STAKED WIlli A SINGlE WOOD STAKE UNLESS OTHERWISE SPEClRED. BACKFILL SOIL WI 30% LEAf COMPOST AND 70% TOPSOIL DIAMETER Of I ROUI8ALL +' l:1t' SHRUB PLANTIN~ DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT.1O SCAlE - --- --- - - - - - -- -- -- - - -- - - -- --- --- ~ - - - - - - --- --- - - - --- - - - - - - ---. -- -- - -- - -- -- -- SOUTHERN --- -;,- -- - - - - -- PACIFIC --- --- - -- - -- - RAILROAIJ --- - -- -- - -- -- - - - - ~ ~. .. -~~ ~ (1"..,. ~~"J1- - ,I \ViVf. : t \i; P '-- ! ~ c tc \10/ ~ IJ ~ ~0 1'1 ~ J2 r,(j) 13 tc ~!el - -......- , -.. - --- - - -- --- --- --- o l) ~ (i?'l..<-~ (P)~ p~~- -tc ~ a \.!) ~ ~ a ----- tc - -, --- - ___ .f - - < ~ ~ V) ~ ~ ~~ atj k. q ~ ~ ~ G ~ ~ V) - - Parkng -<"-----J Park ng " -'---.. - - ,III 7t :s :Lt I o ~t J--t E-t ~~ :s ~ I --.... Notes: J) All planttng areas are to be of a frlable topsoIl, free of rock and building materials detrImental to the health of new plantmgs, 2) Exlstmg trees In the RIght of Way are to be protected from foot and vehicular traffiC and depOSition of chemicals m the root zone out to the drip Ime of the trees. T reeswllI be fenced to the drtp hnes With snow fencmg through the course of constructIon. 3) See pocket plantmg detaIls on thiS draWing for 5011 amendments,plantmg and staklng mlmmum standards. 4) Nursery tags are to be kept on one m ten plants until the BUlldmq Inspector has reViewed the landscape constructIon and vertfyed that the type of plant species and related sizes are conslstant With the approved permlt draWings. TRASH RECEPTICAL ~ ~ I'~ . ' ." '. ,.,1 ,I. I 'C4 ~ ;:s t3 ~ g: V) I I I C~~~ARSP'AN TRUSS MANUFACTURING FACILITY ~_____ ,__ ~_ I STORAGE AREA t? I: 'I~ tc \~~, J . P~ ~ T ~ to '-I 101 .... .. " ",. . I' I ~ - CHAINUNK fENCE WETLAND 51TE . I 1 \ l= ~ < - -'~. -~ ~ '\ I /1 '\)__ ~ - o .. .J ~ ~fi=~~ ' t. ,It.,," :'_-,,',) i (Pi) ;J~~\ QJ1) BIG-filtratIon 5wale plantmg layout, see Engineering DraWings !J Park ng P a"kmg er ; , Bro-frltratlarrJWd~C I f 0 0 .= . ~~ -. ~ COMifERCIAL A -IE. ~ ~ co <::> '" ...- ....- '-.. -' ~ ::E CD ::J (/) cij ?:: Z <3 0 ...- io-I en :z :z :z :z :z :z io-I 0 0 0 0 0 0 > (/) U1 (:f) U1 (;I') (/") ~ > GJ GJ ~ GJ GJ w 0: a:::::: t:k::: 0::: t:k::: cr: cr: p r ~;l~ -~l .J - ~ ~-,,;d "9, .,,,, -0 n 0 . ~~ ~(.). ~, -- ~. ~ ~ -. -- r -@ ~P- c G o - - '-, .._~ -- ~ fx j 1S- (:- \} ~ ~ D<lstmg trees t remain / "\ ", J Remove - ~ .~ . " SHEE~ 11 L~.O SCALE: 1 >>=20~ . 1r, II - . ~ IQl - - -.:::-.~ , . & \ \\ 201 0 ~ 20~ - 40' ~ I _. I -,. 01 2 ----. - - - . --. -.-. - - - - -- ............... ~ I . 11 IRRIGATION LEGEND: ----- --- -===--=== ===-====--======= =-==--------- -- VER WITH SOIL AND BARK IFLINE LD-09-18-100, CO RAINBIRD LANDSCAPE DR, . TO 5 0 F.P.s. VELOCITY 1411 MIN BURY, SIZE . CLASS 200 PVC MAIN LINE, '.. . · BURY UNDER All PAVED LEEVE 4" DIA. WlTH 241t MIN. , SCHEDULE 40PVCG;TION liNE CROSSINGS. SURFACES AT fRRf RAtNBJRD AUTOMATIC CONTROL VALVE . RAINBIRD 3500 SERIES POP-UP ROTOR IRRIGATION, Y HEADS 15' RADIUS J 800 PRS SERIES RAfNBIRD POP-UP SPRA , 5 J 21 RADIUS FOP-UP SPRAY HEAD , 1800 PRS 5ERIES RAINBIRD <.J) },\ (j) "-J L I II I L (j) ~ <u -.....\ It-eN I' \ U ('G 0 I LU ol u ~t<) '<CcucuO <...)LL() -lP..".Ox 1 , . <C:::::=-- ... ~ O<J)\,)lL. /~ tOo ~ ~ :1 ~ D 4...:> e ;,Os-o O~t.()o'" ~ OJ t\ 1'1 ) , ED o e -e - ~ - -. ---- ---- - -- -- - ---------... ---- ---- --- SCALE: 1 'k20j 20' ----- .---- --- -- 20' ......1IIIiII1I Ild.liI~ r..... L.- J L--1 40' o - -- ,I "I i --- ----- ~"""'_._"'I.~i.lllljll"""" - ---- ---- .--- ---- --- ---- --- - -. - -- -- ... ---- ---- drlf.? valve ---- ---- ---- ---- -.---._- - - . e-. ---- ----- '- - ......--.. - - - -, ----- -----I I} ,-, '., - ---------------------------------------- ------------------------------~ ---------------------------------------- -------------------------------- ---------------------- -------------- -------------------------------- ------- ---- ------------------------ -------------------------------- ~-------------------------------------- -------------------------------- . -- ~ '- ------ - -- ---- drlt? valve I~l --... . ---- - - -- - - . , - - -. - -- - . - - - - - - [~-- - - .." .---... '----------....------ -----------=== --, - ',- --- ---------, ------- -----,- -----------g ~~..... ------------------------ ---------------- -- ------------------------------------ ~~~~ -------- .--------------------- - --- ----------------------------------- ._~~, ------------------------------ --- ----------------------------------- ~,~. --------------------- ,. ---------------------------------- ._~.,.. 111111 . . · Iiiii ....,~~ IIUl .. I. ~~\~ ~ _ _ .nl III II ~~~ III 11111 ..... III lUll · III tlllt . III .~ III ~ ill III III~ III III 111 lU- lU lit Ull III III III In- III lU- lU In III IU III ..... In III III JII III III If. "' III In III UI III III III III lit "' Itl ,III e III till till till Jill .JIU <llll 1111 < uu ..... ,- 11111 I~I 11111 : 11111 ~ 11111 1"1 11111 c 11111 · lUll 'UII I] IIUI , lUll ~ 11111 ~IIIII IJ IIfll ~ 11111 : 11111 : lUll 111 UUI UUI 11111 ( ~ 11111 I;' nUl : 11111 11111 I 11111 - 11111 ~ tnn - nlll - - Inll I 11111 I!J 11111 11111 lUll . ,.1 IUtI - II-JII . ~ tnff_ , 11111- i4 IIUI c 11111 ~ 11111 ~ 11111 ,.II 11111 - lUll c 11111 11111 _ ~ 11111 ifill nUl - .,1111 fllIlIl . c UUI _ WI1 ul nhl - - 11111 .UII Lf UII: ~ IUU ~ 11111 I. nlll nlll - 11111 . 11111 I.; 11111 UU" I III ~ 11111- I~ lUll 11111 11111 . Ifllf ~ IIUI ~ 11111 .111 ~ ",,\ \\\~ i_ ~\\~\ ~\\\\\\ ~ . \ ~~~~ , 11111 ~!\; _ ~-1-IU ~~~~s I'm ~~~~*s . 11111 ~~~~_ ____~ 1..J...ml. ....~~~SiE====sl~, '.@c.','drIPvalve . till ......------ ....~\\.._ 10 1IIII 11111 t. ItllI ifill I . IIIII IIIII .. UIlI ',1.,1',1). I ve .... w Imq. s ee -..- III II 11111 -lUll 11111 - - ,-- - -- ..6 ..'1-' " Uti',' I UI',I 1111,' Uti I ' -~---"':.3-1I1111 'r;-=::="':.-~===':. IItlll Ilr'i;---~ '.' ~~ 1111. '.. ',. I I '" v..,. : V" iI.W" . . . ,~,..~ - :<; a C) C:q ~ a '- ,- - -- ---- Notes: Thts drawmg 15 schematIC. Some lines and features are drawn outside the planting bed areas for clarity. AU trees are to have four Xen...Bubbters placed at outer edge of the root ball on all four Sides. Bubblers to be adJusted as needed for the health of the trees. t I Place manual dram valves a a: tSln the mam hne low pam under sleeves With marked caps. .. "---.... 'I ......... , ,II'. .. U ~ ~ .-f"l VJ ~ VJ ~ ~ I ~~ ~ o ~~ ~a E-t~~ (3 0: ~ VJ ~ ~ ~ ~ ~ rj ~ h ~ a () I ~ :s C4 ~ ~ l:1; C6 ~ g: Ct) I Y 'III .., .n.."....." ""'"'' "''''''.111'' ", ~ drIp valve I I CLEARSPAN TRUSS ,MANUF ACTURfNGF ACILITY -~ -- ~-;;;;;;;;: I -- --,~-- " ~ r") ~ --==:;;;;'_. - IJI I . . . iiiil 1111, 11111 IU.I IUl. IIU. nil . 11111 1111) IU'. ", _...._....] 1111 " ' _. __-::..-::..-:..____ ---~ --...- --.- I --==___===_ ............__ ---=----==---- - LT----- bon' 5chematlc Pomt ofconnec . -qate valves1 / p~table water hne P.O.C .-1><1- m 11.{ Backflow deVIce J~ meter /J manual dram valve --121 ~ ~ OFFICE I - (~)drlp valve 0- drIp valve / ED LEB "-Iateralhnes CirCUIt valves spray valve .t;;:'\ spray valve \U- , . nu, uu. \ JlIII lUll IIIII . -- tlllt ~ .~'__ - 11IJj---- unt 1111 11111 . nlll -uw . -0 I . I . ------== -----=--=========== ----====--===---==--====--- ~. ---------=---------- .~~~----=----=----- '/rtl!",-_-___ ----- ''--~~ -- '/l-"~ r- It'lq. steve . tffff ,.' c! ,Iun . . .l___;;... _~~ ......", -.-..----- ...... ...... ,--------- ~..._- l.~" ..-<;i . i' 0 ~" A fOL I '1 ~~~ o j e 19 . e a e, I . . . '''-0- -0 ~ ~.. -, . t -r.- t- ~"- -. ~~ ' .-. .~ --@ ~P- '$\,., , C! 0 ?~ o (ffJ) o Q 8- - o - ~ -- ~.r, \ C5! .~ (~~) / D<lstlnq . trees remain - . (.,,\ . \. jL:: ~ Remove. .-J ~ ~ co :::;) (/) cij J:= Z <3 o l-04 (IJ l-04 > liJ 0:: ~ COMMERCIAL A 7E. - - ~ :z:z:z:z~ 2:0000_ o _ _ _ (/) (/) V5(/)(/)~5~ G:i G:i ~. ~ ~, cr: 0:: 0:::: ~ - ~ : " ~-- ====- ............. ~-- -= ~ =- ............. ~ - ~ '"::::--- ~ ~ ~ , "-... "\:!!J-..... ___ ___ -=---- ~ ............. -~~----- ------~. ~~ ~ I ~ ___ ___ ___ ___ ___ ___ ----::: __ ~ , ~/ ~ /, -- -- ----::: -- ~ , ............. @) ---- ..........................,,, ............. ............... ...............~~~ .::---.. ............. ~ ~ ~ '-; . 1 - u ~ .::-. ~ , -\ & . \ ~ - 8- -L ., f 1 ' SH.t.:u :L2.0 of 2 '----- - -- ... - -- ............... / ~ ............. METAL ROOFING __ \ - --~ ~OJEN / J =:J ~ \ \ \ ~,tTN~ ~. .. \ VINYL /,.~ ~ ~ \ WINDOWS,/" .------ ______J '""u, '""'. .......".. . "Ol.._..".." .'..'.""1." '''''" """"'~ ,',,'" " '" ....". 'I' '".'.''''''''' "",,,..., ." "1'." ," ." . "'''' ,,, .",,,...,,,,,, u, """ , I " , '" "" .,,, , , . ~ ~OPEN / ~OPEN / , 1 CD',l, 50 j-,.-4 E;..EV A - 0\ - 1 1/811 = 11-011 ~OPEN / ~OPEN / /3'\, \OR~t-I e:~EV A- o\. . W 1/811 = 11-011 ~OPEN / J II I I I I U ,. I I I I I I U r4" EA5 - '::~EV A- O\. . "-1.1 1/8" = 11-0" ~OPEN / , I I I I I I I U ~,2, AE5 - =__EV A -.- 0, \. W 1/811 = 11-011 I .. I I I I I I U / / I I r'KO- I · C. I I->~^, i ^: LOCA TIONI SPRINGFIELD, OREGON ZONING: HEAVY INDUS TRIAL SITE AREA: 4.34 ACRES BUILDING AREA: 12,~OO SF PRODUCTION , 1500 SF OFFICE = 14,100 SF TOTAL CONSTRUCTION TYPE: V-B OCCUPANCY: F-I PRODUCTION t B OFFICES OCCUPANCY SEPARATION: NOT REQUIREDT ABLE 508.3.3 ALLOWABLE AREA: 8,500 SF TABLE 503 tAROS ALL SIDES GREATER THAN ~Ol (SEE SITE, PLAN) = 17,000 SF ALLOWED OCCUPANT LOAD: 200 SF (GROSS)IOCC PRODUCTIO,N = ~2 OCC .(2 EXITS RQ'D) . 100 SF (GROSS)/OCC OFFICE = 15 oee (1 EXIT RQID) TOT AL = 77 oce 0,1: · ;1 J" "K'~' : I,,;> J.....)OC.U~" :N i' ~.J: 1. MECHANiCAL DRAWINGS/DOCUMENT A TION 2. ELECTRICAL PLAN AND ENERGY CALCULATIONS. ~ =:J CONSUL T ANTS: STRUCTURAL ENGINEER ALLIANCE ENGINEERING of OREGON, INC 2700 MARKET ST. NE SALEM, OREGON Gf7301 503-58'1-1127 CIVIL ENGrEER OLSON t MORRIS 380 Q ST. SUIT.E 200 SPRINGFIELD..! OREGON 0.7477 541-302-Q7Qu LANDSCAPE ARCHITECT JOHN F. LEE LA 8500 S.W. CECILIA TERRACE PORTLAND/OREGON q7223 503-24~-61~1 MECHANICAL/ELECTRICAL BY SEPARATE PERMITS -(f) :/.: :0 l) >- .1..' :~ I- o w -, o << 0- I- Z <( ...I 0... d) d) :l << iO I- ~ m Q z .W...l u m -. ..J Q! -_..J 0 : II.. 0)..:' ." ~(f)~~ 'Z ZZZcO - , O-w" ~ - 1:'<1:0 , .<< i~~i:8 0... ~ zit'? d)~~~~ -z <( :1: -...1 Z ...10 0 .LU-1.~ l:..J~~ : .1- 0 ..J06z.... == --1IUU)O ~ lUI-Q\- (1) .~il1.1ti! l' 60~~d5'? _O!~..J~~ r:<(~U)cr-LO PROJECT NO. JAN 2008 I , " " t21-0" Tyr )l '1601-011 " , OPENINC ) ) '" .J~J ~ I ~' . ~ ~ t1-. II H fr- II '-, ~ t-f II -1i ~ II /I II II II II II " II II II " II II I II II " " II II II II II II II 1/ II 1/ I II II II II II II II II II II " II II II I II " II " II II " II II II II II II /I I II II II II II II II II 1/ /I II II II II I II II II 11 II 11 I II II II II II II II I II II II II 1/ II I II II II II II II " I II II " II II II I II II II II II II II I II " II " " II I II II /I II II II " I II II II 1'1 II II I II II II II II /I II I II /I " II II II I II II II II II " II I II /I I II II II I II II " II II " " I II II I II " II I II II II II II II " I II II I II " II I II II II II II II " I II II I II II II I II " II /I II II /I I II II I II " 1/ I II II II II II II " I II II I II II 1/ II 1/ II II II II II II I '" 11 11 I II " II II II II 11 II 1/ /I " I II II I II SEE AfT ACHErj EN GIN:e E RING II II 1/ /I II II 1/ I II II I II II II II /I II II II I II II I II II II 1/ II II 1/ II II II II I II II I II DOCUMENTS F:OR STRUCTURAL: 1/ II /I II II II I II II I " II II 1/ II II II I II II I II DET AI~:S RE~A TED I~FORM~:TION II II /I II II II I U & Z II II II II II II " II II II I Z II II II II II II II II II II I LU /I II II /I II 1/ II II II II /I II II II 0- I = 0 II II 1/ II II 1/ II II II II II /I II II I o- II /I II II II II II II II II II /I II /I I _1 C II II II II II 1/ II II II II I I /I II /I 01 I ,,~ II II II 1/ II II II II II II II II II I (\l II II II II II II II II II 1/ 1/ II 1/ II I II /I 1/ II /I II PRODUfFTION II II II II /I II II I II II II II II II 11 II II II I II II I II. II II II II II 1/ " II II II I II 1/ I II II II II II /I /I II 1/ I I I I I I I " 1 II II 1/ II I I II II II II 1/ 1/ I II 1/ 1 ~" I I 11 " I II II " II " II " I " II I ...., II 2X~ STUD wALL II I II 1/ II II 1/ II 11 I II II I =- YTOROOF II II I II II II II 11 11 " I " II 0 I \ . :: SHEET Elh. ~ALLS", II I II II II " II 1/ 11 I II " I L) I I I 1/ 1/ II II II /I /I I II II I. ~I I II II I I II II 11 " I II /, II I II II ~. I II II II " /I II II I II II I II II I I II II II II " /I I II 1/ I I I II I I II " II /I II II I II II I II II i--------------~ - I I 1/ II II I II II II I II II I I II II I ~ I I II II II II II II I II II I I I I II I I I II II II II II I I I II II I I II TOOL II I 0 I I II II II II II 1/ II II II I 1:: I 0 II ROOM II I 0 II I II 1/ II II II /I II II II I I I ~ II II I II I II II 1/ II II II II C I II II I II II I II I II I I II (\l I X II II 1/ II II II I I I /I I II I II II I II II II II II II II I II II I 0 II I I ~ II II' " /I II /I II II II I I II II I II I II " II II II /I II II II I I II II I ( I I II II II II II " ~--------------~ II II J\ /I I [ I II II /I II II II II /I II /I II I II II II II II II II II II /I II II \I I ~'" M W t ~~ ~ w. ,~, W. II ._~ M . W--- /I --M ~ 'J > p[ :0 · 0 V OFFICE OFFICE ME~40Me!. ~O, I ~ ."- 0" / .0,,-. 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TRlJ~<; X' ~4XIZ HEADER ~ VERIFY TYP. lJNL..E~~ "' NOTED ~...J , '~WINDOW ~ I I I I I I I I I I I 1 I I ( 14'-5 11211 I I I I I I I 1 CONT. BOTTOM I I I I / CI-IORD BRACIN~ I I I I PER TRUSS EN< ilNEER .""I~~.~'.' . ;~W~~, ~ 11.' ~ :; To ,~ : ~ . ~ ' ! . . . . art c.:: . : . * I I I 1 I 1 8'-cl1I11 I I I I I I I I I I I I I I I I I I )lC I I 1 I )( - 5'-0" - ,Utoll , )( . ,,'-,," ~( I I 8'-5 t/2" r, I I 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 R-21 INSUL'-------. ) ~ . . . ~O=flC.:: <r . I : Co : . . . . . . . . . . . . . . 30': ~ r / E 1811 /' ~ ~ (T I 'f... : (St.,OP \ . tb\ J . i. ~ o I = ~~ '..L ~ l' ~( br- ~ ( , ~K . 8'-q 1/2" ~ I r ~~ , ~ t"30 SI-I ~ " I Q 4040 SL ~- I:, .... "~ /' 1"30 5H . . . . . : -- --- : - . . . . . 53/0 CASED !OPENING I · . . . . . t~,,,,,,,B,,,,,,- '. -. 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(SET 1-V2" CLR FROM TOP) OVER ~ MIL-. va * MIN. ~" Of=' 3/411- COMPA(, I W GRAVEL BASE {f} ~ 4040 SL ,- m :1 :I . . . O=~ CE . . . . . . . . . . . . . . . . : 4040 5L M1~OR ;', )" ~ 111=1'-011 B 5 )( 'f' . ' . . ~ } a : (0 I : , ,j .~~:S~~~~~~~~~ ;', G).t.SA~^C-, - CUT EAC~ WAY . 3 101 _ 12' ole MAX :J- o , ~ ~ ( 3" T'YP = o , ~ ACCESSIBLE ROUTE TO PUBLlCWA Y . PARKING SPACEr SEE CIVIL. DRWGS. .-. 4040 SL 4040 S1- 4040 SL B: 4040 SL . . 'I' I~"" ~/ 4040 5L 4040 5L / , ( . 14'-q 1/211 )( 24'-q" )( 10'-5 1/211 > 5'-011 SIDEWALK ( 50'-011 , , ; (S\ 0, C: CE F _OOR P,;o:J;\~ . \3) 1500 SF 1/4 - 1-0 Q - ;' " 50'-0", , ; ROOF SI-lEA T~ING: IS/3211 CDX PL YWD. (2410) W/8d NAILS AT "II olc AT PANEL EDGES' DIAPI-IRAGM 'BOUNDARY' 1211 ole IN FIELD (UNBLOCKED) I III III ,-.. · 'II J ~CONT. 60 I 10M Ct-IORD BRACING PER TRUSS ENGINEER &i ALIGN W/POSTS ill ;', O:==ICE G:: ~ERA - REC,::'":>"r 0 \j ... O=I=C= /1"'_.1 ~ /'" - CJ\ . - ~ . ,/'<<>" SIDEWALK ~. '(..'\ ~'o . 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