Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plan, Tentative APPLICANT 3/5/2010
-------.-.-----..... !:j~ ~~ 1 +Or, ~ ,\,'''UH-'''''' ~ .~ ~.vr- ~ ""/ ~ ~ -. s ~ TAX MAP /7-02-3/-1-4, TAX LOT 4000 WORSIlIP CENTER jI'OR EAS'l" SID~' BAPTIS'li CHUHCH 4045 COMME'NCIALAV~fNUE' SP.NIN Gl"IE'LD , ORE' GON ~ ~ v .., s . ~ 0~ - .--- - -- - - - ._-- - ~ i ~ 7.'" .i. . ~~ r~;~~~~G_~~~-~(;tL!~~~~~~~~~~:~~~~~~~~.~ \~_,___._;,'i\":-' 3;J~r. ~"" .;':.., - 1"..~~0.5'~'. m<~~__~'~~':r::-' , - ---! "'! ,,' ::., "~"" ~. .~;, ,,'~. \1 ~ I;V' ", {r" ~ - ~ '. 1. .. 1.llf1! - ~ . . -. r:~~' "!llf1!~ ":;: f - fl@~~ . ~ ' , A il@~ A ~ i:~ot!S ~ . !llf1!~' I, I r"'-~ '" ,1>, .:;...;if S1 4c.JJ ""-- Nl ... ~ I~'~J' . &99.85 ~ "'-'I ~~.... -,. I.. :..t_,~___ -- -- r:::-- . -_.. --- _....~.\ 1_...._, ':-rp.. ' ~ - -. . -- "'~-' I.,.' " --,. '" .". ......... 7-' '""" ! -_. ......- ',. '".. "".,. . - ..,,:- ,,". ,,'., ... Y I "" -;r-~~-pr7"- 4lr ..,....7 1t;.. _L..: .i.... +"" Il ~ ~ - :tI .11 :II ~ ~ ~ 477 .1..:#...11 477 '77 JI ~ ;A!4 :iI :l :If ~ :If .:I )l ~ :II il;\~ "'~ ~ ~ m3lJ "-_'-...", ,- 1"/ ..L 'bc'iC ~~_ , .. _~ 8,' t-' .;:y' g,.. ;;;1 .. ~ ~ ~ "" - "" )' " ,,>l "". . ~ " ' " " ... " . -" .... J ;;; ,. " " " " i> " " " " :t ,." "" ,,' ~ " f!i." ~ 6t.)i., <... .J '''':L~-~ -r' ~::s.;.}./J.) ~~ 1''::__#) ..~;1' ~ ';f. U g 7 $ ~ ~ m"" :If :I ~ 11 :l ~ ~ :If.llt . JI :I ;I ~ :j ~ :J. , :I ~~ - .....F:.Ii{)' :II :l ~ ~ :Ii :I JI .. .. :I Jt :If .:I :II :J ~ ...;! ~ :I?, "-._ - \1i '",. S' HIGH WOOD FENCE 1'1: Wa, "A)~~'~"L~ ~ ". ? I f~ .--....1 -_.---~.:::~T--=-...-.._-' 11---'~J ;:~ .If' ,1,,>>1 ,. " ""," '" t "~ "'iil,, " " "~"~" ~ :tQ, "77 "'alii .n' "G'h17'7." " '} . ~ ~ .. 117" "i>""" > -, .. "ti" lit " " " ,. " .. " '" " " '" " '" .. '" " ~" ",. ,,:t""" .i. " ,,'.~~~ ". . II ~t;. "'. :. -" .' ".," ~ /"'''''-r- i l 17.1' r.::", .' ,.., . '1jii , " " " Il! ~ . -"', ;--;'tAli" --'.rl . , . "_;'. .., .. ... t." '! ~ . ... ._. _ .. ...... . : -. ., -. '''",,, A,: / l ~~~. - \... ~'., ~;' /' ~~ ! --~---!1. IbR' /.-' ! ~,." ~" ~,. '" '" ";(,, " " """"x ." ~ c.;.;,,;,..;.;.;.;. ~~... .;.;..;.; ~:.;..;.;..;.;.;.; ~..;..;.;. --;,,;.;.;, ~/ I ,. " " .,. t. .' ~ ~t : ~., ~'-., ~ _ ~ 1 /' ,r' ~ ~ I' l 1__ ( j' 1.,..1 ..~" +" ,j,. - " " " " ,. " ,.. . I tV Co '"1 .. .,," " '" " ',: ,-t- , q,-:j If,,, t ) + I // I i I. I! ~ - ~(;~~.;~ ~l~;t,. "", "~l~ '" " " " .. "+'" " : ~,. '" ":B" " ,. ,,:: C C C C C C C C ~~ C C CI' \~ - 't t X~ t ~ ~-t " " " >..II_..lOlS ^ "st /' ~ . . '" 1 " " "<<> "'''... '" 5' ". ~ .. '" "" la' . . ~~ r>.'J -. I' $ ,,'. "1:'" "'" '~I?:! ,I - -., '" " '" " " "'... ... "',," . I I.,. ;:; ~ .,. 0' '" ",,. ~ r~ 2 "'''' Ov C),. .. '\ /IP' .",. t" ,. ( + ;I F+ .. '" " " " "x'" -.' - 'x - 8' I K +;:;1 - .. ~,.,.. ,,' <:> e ~ \ :/ nI.'I!--' ~ ~ ';1" ':& .. ,,~.. .. " ".. '" .. " "" I ~,l I I - I ,,+ ryp' '" ....1"\... -:"': oe.~ ~ _ I ~ ~ .... ... .; Ie; ~1-r ' ~\, ~ ~ JI Jl :I ;.& ." ~ T ~ . ~v ~" .\, , " ~: ~ \. ~,~~<}\ "'~~t~ " .. '" '". ;I..,." ~'" " .. " ,... "".." '" >I '" ,. " ... 4' l'6~:cr~ f.11 ~~ ~ + ~ -- - . , ",: ~...~ ~ ti:" r ~ .. \... ~ ~ " ~ .. ~ - . ~ C\J X ~ ' I - '" :;:! ~$"K'~ cg '1iiiI" r? " '" " f " "1- ~;f-A ~ ,. " .. " ,.:;; " ,. " " . ." <n QG'/ c::::> .., ~ c::::>" ",,, ", EXISTING 3.5 H1GH~ " +- If:"'~~;;: .~~~"".ak~,., \ " ,. >If,f'>" ,," "t- 40~ 1 '!.eo4 '" " "';>1 " .. " '" : ~ . (\J c::::> ~'/ S ~ :t ~ .. " " ."~ ~ CHAfNLlNK FENCE I ' c-~ ::"'k:" 1 ~ ~ ~..l " ",'.. ,. " : -r- ~ - ? '" ~ '" >I ,. " >I ..' +,;1- + / -+-.. +- ,-" '" 8 . . 1;::-'0' ~ " l: f,~'-'s' STM , ~ ~ \l' '" ~ l' /".... ,. ~ "'....""" $I .." "'" " ,,' ~, ~ _ /1 ~ ~ '" '" ~ ~ *t;.Y 1"\ '" 'aJ -, .+cft"<? ..... .... ". "', ~ .... -r:-r.:.;...., "" '" -, -~.;. "- I"," ... - ~''l '~i ,. "_ ~..r~' ~ ~ \\ X l. + ,"~.~_M' ,.1 ~ ~: C.M~\),,~"'0; Jf '" ~?/ .0 ~.o .0 ~ .0" ,... .L ' ~ ... '" I . .; ~ I I 'J ~- i::o \\ I !. . ~o 1 ~f!EQ~bvc.:,~'':' . ,..; .. ~/h T ,..,.. '--, 'I' ,~ ... I + ~t 1 "r-... "'::; "",,; Si\ .::....;:!.. ~- R:.;--'''i'':.... '" 'VI. ,-~ ,,33 '" .------------------.. + I ": t i!' 1____ x~'lj <:it:< -, :Y.sg~", ~ '\' ~ I . .1..', .....r..-;.,- -r-'.- f~'" ....~, "'..'" '1'.'4. 1''\'''' " ...............J '/ ~ + + ... ,,- "11'i ... ... ... 1,,,-'1... ... +'11' ... + ... ... + + +471~ + + 1 . -'tl . r q' ';;:~ "'" " ;' >, '" ({:fF-~.:.+.~;-.. ;:V.t.~ '1 I ;.'4i...).,r:.J:--~{;~;-;'_.-~1;..,,- ~.~~., .~ ~~ ~.~., I~'" ~ +l:!' 4, .. ... ... ..,It+ ..... .... ............................... J+ 24' - I ~..l j S'uf"'-HBRICKwIlLLI " IS +- .11'.:1.!;- I" Df>IO'j""DS.i ~'''l'1...~.'>''''''I''J''~ l, to.~..,::.i"i:''''I'''''''''' .., +1!!...........(\J' "'"",,,, + ... ... + + ... + ... ... "'., + ... + '" '" ... f1- _lOllJl ~... \ 01" fTM i!1. .....i\... ....... .: ..H .;..; ::.. 1.. 1 "'-,--~~" .... t!"'JE1" f'" I ~ ~ v V i_ ~ (!) ... -= L "'" . OS ....... .,.. '." 'if:':> .............~.~ - ';' .,- ... !f.. +"jo) + ... + ... ... ... ... '" + ... ... '" ... + '" ... ... + ... ... <$ "01 t -'ill I I" "" '", _.o~:'. · "'.. '" " " "" "" '" ',' r': .'" ; ...J.. -. ... ... -177' ... ~ .L ". .~ 177'~ - - ~ :: ~ '*477' ~ 1-'~ "f" a:1 ~ ~~~ ~ I +;i . ' . ~ ..l.. 26' I ~. , "1.'<;' .:.1 . ~ LJ'" r; ~-;';';';"';";''; ~ -- '';';';'; -- ~'......' .;.;.;.; ;.;.a;.....;.;.:,; .;;.z.;.,; ...... ~ '';'';';';' ;.;.;.;. )'.. + ''', I'~ "t.\l. S.'.:y I " 26''"'1 ",,-' ~:. ;;J "" ~.,. + --:... - + ... ", I ~ "i!i!:'~'>j I " -I ~ . " ~ : II I I + ~ f- t:X) ... ... " 1 ,,' . ,.(, 4> ~ I -\ '" - ~ ~;;; ~ '" ,,~.~.... ... "..~: I ~ + ... 0,;;- - ." ... "" "':-.., I I .. j~ -:.~ ~ e fii ~ I ~ ~x ~ ' ~ .:-, I in - - T", ~ ~_+.~...., ,( ': 4- "j II: .~ -+: . + ~r~?i'>( ~~() ~~O' ~f ..;] "f" ~ ' ~ "\ ~ ~ ... ... ... + l.. : . ~ ~ I . " !... ~ ~ '}; ~ ~. · I ~ \"'. '" ...' ~. · ~ ~ ~ ~ __~_'_.. ()~~ ~:~.~t" ~:' c:t> C\J ~ + ... ... -~-:. f: I ~~ ; R I ~ R-&~r:J'jOO~<oO').; -;:11 1 \~, ~ ... ... +... ~ ": I ....~-- -r + .t. i ," ~ Q,~O~~~?V ~ '. '....-.:.'~ .. +~ ~ 'iC' '. ,. ~ \'\ 9' la' ... . ~/ r-T. - ^ ":_~_-_...~~R:"! ..-' '" ,,~~ ~/ +- ,; >;.~.~,., ~ (}) '!t.. - - . TYP + ~:"',~~,' ~ .' EXISTING 3.5 HIGH '. " ~' , ~ ,. _ ~ rv~~. ~ .. -... '.." , 'Co . ... --.... I ' . CHAINL/NK FENCE Q') I) ~J....' ; j~ 1,~~ '9 ~ '9 + 92' ';-;, .-,. 00 . ''''.'''''''~''V - ~ '" .... ';--20' ... + ... ~ 18 /~ " ~ ~~ e "f~' ~ ~ ~,,~, ~ ...._ ~.. . .. . _. ..._ ....; .... _ .. 0" f$ t- .... J ~ + '" ~ ~ ~ ~ '\ .,. ,,*,.... ;== ="'~= " ...... + + ... ... ... i'" + ... + ... + :o-t!)... ... ... ... ... ~ ... '" + ... ... ... ... ... ... ... + ,. 1;;' ~ "j 1 ,4: ~;'----4':;:,~~"'~-1:A__~~ ~I.t~/ ~ ......:- +' ... '" ... .... ... -- . .... ~.,. .... ... ... ... ... ~ .... ... ... .. .... ... ~.... .... .... .... .... .... ... ... ... .... ... ..... ~" ~-. A ~. , A i Q5;J ~ ,. , .... eJ' + .. ... + + 0 + ++... ... ... + + + ~ ... + + ... + + + + ... ... ... + + + + + ... ... , " ~"~'-J9" ,~\ s" ,,~ ' -+- ',... +@............(\J"+...+...+..................................++......"'..."'+.... " "" A- . ':'..:.~ ,J~i"" t:.,.R! ~ ^'~ ~ < '-. "" 0... ... ... ... ... ... + ... ... ... ... + ... ... ... + .... '" ... ... +.'" ... ... + + ... ... +, ... ... ~ ~.w;",-0:~I';:'"'' x'" i. \7--.... ,..,,--.,.. , .",,,,,,,,,--',.,., -- ,,,. '--'.." ,,-- ,--" ,,-.- , ~ ..19." R!' ~~N ....9 ., . ;;; . $41'-48'-4n 22-4.$2 " ~, ~~~~ ~ ~. l, +. ~ -- ", .:I~~ ' or!1 · Jr, EXISTING :-J ,,~~ ~"t ;; ~~~~Q. f~' ~ ~ 5.5' HIGH WOOD FENCE. _..~ "'" f\\;10 9 + ;j V ~ "~,:" ~,~ . .~. ~.E~~JjlWMifrJmfltmi~~: ~ '~j " 1 .. J ~ e ~\ "",~; . '., , ~.. ~ ", ~ '~~"-p- < ~', "'iij ". ~ ! "/'''' ~ ~ ;, ^,O'~ " ~)i~~',' ~ .i~ /, >~ ~~"f....., . <ri A ~ ~~ ~"'" ~?, ..~. _.~~~ ~ .- ~J.. , ~ <>i "'"' "'.l.. ~ - ,~t;1-.... ,. (~( - ~ , , It) tiii\ ~ "'$f~~~-<'~" ~~~t>-~~~r:." ./L~~.' t ... +i...;~ +", +- t ~., ~~. ." ~ .. .......,. ~-;'). "_ ",,_ ~ ~ ... ~?.. "t:t .. ^ ~ A7&4-" ,'~~ "; ',' "j /110 " "v' ~.,. ... ...~ + t. ~ $~ ~ e "" 'Z~ ., · ~ - !I-' ; s>" d EXISTING S' HIGH " ~ ','~ - / oM 4 . WOOD FENCE" " "... ~ ~ , fl) . ~<p"- ./ "":"~'x:"",~!._/ ::'" /' :~(F fl) " V........'x: ' ". ". .. {, I , 0+;'- ~@ /,,,~,,~ ' ^ '+$' I /. (4- ~ q,~~ " ~"b" <, ~ , ,i "(,,~~~, ~t" i .'/' ~_~",,"~~" 'f/&1~i 6' CHAlNLfNK FENCE " 'i",,;: ,,' ,f'. ' ~ ,,~;;: /' ~ :~XISTiNG ""~@.~;~'~#.' . t' )~ ~@ 6' WOOD FENCE ,,~ . "" " ',.~,. - " , "+ " " ~ ~ t " ,. "j;.! " ~~'\' / ,,\.~.. ~. , ~ '~~? ~: ~ @ " 'I" .:: )'" <-:::'7': I d \ ~ ~~ EXISTING / >d ~ 5.5' WOOD FENCE/ ~. ... EXISTING 6' WOOD FENCE ~ ""4 ~@ SHEET CO SHEET C1 SHEET C2 SHEET C3 SHEET C4 SHEET C5 SHEET C6 SHEET C7 SHEET C8 SHEET. C9 SHEET A 1 SHEET A2 SHEET A3 SHEET A4 SHEET A4. 1 SHEET A5 SHEET A6 SHEET.A7 SHEET A8 SHEET A8. 1 SHEET A9 SHEET A10 SHEET S 1 - SHEET S2 SHEET S3 SHEET S4 SHEET S5 SHEET S6 SHEET S7 SHEET S8 SHEET S9 SHEET S10 SHEET SL 1 SHEET SL2 SHEET L 1 SHEET L2 -. ~ ~ ~~!:l.. CI ' tC~~ ~o "j~~ ~~~ GRAPHIC SCALE 40 0 20 40 ~ [I ( IN FEET ) 80 ~--' .l'!r..... ..... \(J C ~1S-~;~ 'If . + ~ ~ ~ OL YMPIC ~ i --. .COMER..1~.. ..' '"'Y h <:- t-: V) Q ~ GS~ ~ ~ B ST. tii '" -- ~ 'I A Sf.\. V) ~ ~ t-: ti .J t-: (f) a... (f) ~ ;x: ~ Q;) f-..: 0) "'1 co l") 1"). MAJN ST. H APPROX. LTD BUS STOP LOGA TION 5\ VICINITY MAP NOT UTIUTY REPRESENTATIt15S REPRESENTATIVE PHONE GAS GREG STIFFLER (541) 342-3661 EXT. 8376 (NORTHWEST NATURAL) gjs@nwnatural.com (541)953-4 t 14 ELECTRICITY (SUB) ED HfAD (541) 744-3707 GUENTER MATYSZKAK (541) 736-3296 guenterm@subutil.com TO SCALE UTILiTY TELEPHONE NORM PALMER (541) 484-8084 (QWEST COMMUNICARONS) WATER (SUB) BART MCGEE (541) 744--3756 SAN SEWER (PR/VA TE) STEVE GRAHAM (541) 726-3665 SAN SEWER (PUBLIC) DENNY WRIGHT (541) 736-1010 STORM DRAINAGE STEVE GRAHAM (541) 726-3665 i (PRIVATE) StORM DRAiNA.GE DENNY WRIGHT (541) 736-1010 \ (PUBLIC) , FIRE AL GERARD (541) 726-2294 GILBERT GORDON (541) 726-2293 CABLE (Cm,,1CAST) TOM HENERTY (541) 434-7690 (541) 228-1884 DICK PERSHERN (541) 434-7691 (541) 228-1883 ENGINEER: G/Vlt,. ...t;EO-TECHNICAL & S1RUCTURAL ' CONTACT: RENE' FABRICANT, P.E., S.E. BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD OR, 97477 PHONE: (541) 746-0637 FAX: (541) 746-0389 E-mail: rene@branchengineering.com Q) -. ~@ ~ SITE Ie PROJECT DATA OWNER Be APPUCANT EXIS,J.'JlfG USE EAST SIDE BAPTIST CHURCH CHURCH 4045 COMMERCIAL AVE. PROPOSED USE SPRINGFIELD, OREGON 97478 CHURCH SHEET INDEX Sl1tElSl ADDRESS 4045 COMMERCIAL AVE. D.ESCRIPTION TAX MAP 17-02-31-1-4 TAX LOT 4000 LOT COVERAGE EXISTING PARKING & SIDEWALK AREA: EXISTING BUILDING AREA: TOTAL EXISTING IMPERVIOUS SURFACE AREA: EXISTING LANDSCAPING PROPOSED PARKING, WALKWAYS, AND VEHICULAR CIRCULATION ARfA: PROPOSED NEW BUILDING FOOTPRINT ARfA: TOTAL PROPOSED NEW IMPERVIOUS AREA: PROPOSED NEW LANDSCAPE AREA: OPEN SPACE: TOTAL SITE AREA: PARKING SUMMARY REQUIRED: (/) FOR EACH 100 FT2 OF FLOOR AREA IN THE PRIMARY ASSEMBL Y AREA AND (f) FOR EACH 200 FT2 OF GROSS FLOOR AREA FOR THE REMAINDER OF THE BUILDING. EXlsnNG CHURCH: REQUIRED 8,322 FT 2/200 = HANDICAP SPACES: COVER SHEET SHEET 1 TOPOGRAPHIC SURVEY SHEET. 2 EXISTING CONDITIONS & DEMOLITION SHEET 3 SITE PLAN SHEET 4 PAVING AND GRADING PLAN SHEET 5 UTILITY PLAN SHEET 6 DETAIL SHEET SHEET 7 DETAIL SHEET SHEET 8 DETAIL SHEET SHEET 9 TRASH ENCLOSURE PLANS & DETAILS SHEET 10 1ST FLOOR PfAN SHEET 11 SECOND FLOOR PLAN SHEET 12 fAST & WEST ELEVATIONS SHEET 13 NORTH & SOUTH ELEVATIONS SHEET 14 iNTERIOR WALL ELEVATIONS AT UNE 4 SHEET 15 SECTIONS SHEET 16 SECTIONS SHEET 17 DOOR, WINDOW, HARDWARE & INTERIOR FINISH SCHEDULE SHEET 18 1 st FLOOR EXITING PLAN SHEET 19 2nd FLOOR EXITING PLAN SHEET 20 INTERIOR ELEVATIONS AT RESTROOMS SHEET 21 DETAIL SHEET SHEET 22 FOUNDATION PLAN SHEET 23 2ND FLOOR FRAMIHG PLAN SHEET 24 ROOF FRAMING PLAN SHEET 25 STRUCTURAL NORTH ELEVATION SHEET 26 STRUCTURAL EAST ELEVATION SHEET 27 STRUCTURAL WEST ELEVATION SHEET 28 STRUCTURAL SOUTH ELEVATION SHEET 29 STRUCTURAL INTERIOR ELEVATION AT LINE 4 SHEET 30 STRUCTURAL DETAILS SHEET J 1 STRUCTURAL DETAILS SHEET 32 PARKING LOT LIGHTING SHEET 33 PHOTOMETRICS SHEET 34 LANDSCAPE PLAN (BY OTHERS) SHEET 35 IRRIGATION PLAN (BY OTHERS) SHEET 36 33,318 S.F. 8,572 S.F. 41,890 S.F. =24% 4,209 S.F. =2% 40,792 S.F. 11,240 S.F. 51,792 S.F. =30% 26,641 S.F. =18% 44,877 S.F. =26% 169,410 S.F. 42 SPACES 2 SPACES 44 SPACES 61 SPACES PROVIDED EXISTING PARKING: NEW WORSHIP CENTER: REQUIRED: LOWER LEVEL 4,814 FT2/100> 61 SPACES UPPER LEVEL 1,132 FT2/100 LOWER LEVEL 6,326 FT~200 > 45 SPACES UPPER LEVEL 2,728 FT Y200 TOTAL 106 SPACES PROVIDED NEW PARKING: STANDARD SPACES: COMPACT SPACES: HANDICAP SPACES: PROVIDED NEW PARKING: 84 SPACES 13 SPACES 4' SPACES 101 SPACES TOTAL REQUIRED: TOTAL PROVIDED: 150 SPACES 162 SPACES DESIGN T.e:AM SURVEYOR CONTACT: RENEE CLOUGH, P.L.S., W.R.E. BRANCH ENGINEERING, INC. 310" 5TH STREET SF~/NGFIELD OR, 97477 PHONe (541) 746-0637 FAX: (541) 746-0389 E-mail: surveyor@branchengineering.com LANDSCAPE ARCHITECT CONTACT: DAVID DOUGHERTY, ASiA DLA, INC. 474 WILLAMtllt ST., SUITE 305 EUGENE, OREGON 97401 PHONE: (541) 683-5803 FAX: (541) 683-8183 E-mail: davidd@dladesign.com BICYCLE SUMMARY: REQUIRfD: PROVIDED: 23 SPACES 23 SPACES o SPACES SHORT TERM LONG TERM EXISTING BUILDING CONSTRUCTION TYPE ~ BUILDING l!iAYANSION OCCUPANCY A3 CONSTRUCTION TYPE 1/ TLVE OF 1.tCAVEL ZONE:. THE WELLHEAD PROTECTION AREAS MAP ILLUSTRATES THAT THE SITE IS WITHIN THE 20 YEAR TIME OF TRAVEl:. ZONING SITE: MDR PROPERTY TO THE NORTH: LIGHT INDUSTRIAL PROPERTY TO THE SOUTH. EAST & WEST SIDES: MDR '1.1OOVSIT FAClLJ.'JJES THE NfAREST BUS STOP IS LOCATED AT 42ND ST. AND MAIN ST. FLOOD PLAIN BASED ON MAP NO. 41039CI/61 F EFFECTIVE DA TE JUNE 2. 1999. THIS PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. BENCHMARK DATUM BRASS DISC IN THE NORTH END OF THE SIDEWALK AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 40TH STREET AND COMMERICAL AVE. CITY OF SPRINGFIELD 8M # 1 38 (ELEVATION = 479.71) ,. 8 fLSt- 5, cU ~ /l~ 'P({ t"1 0 ( D - QDCO ~ )re.. - ~ lA0 m \ tta1 YV\) Cl. ~l-e- \J lMt ~~~ >= CD . - z o i= a.. (()02 Z<.> o~ ViO -z >0 UJ- a:::: - ~ > LaJ ~ ill ~ o J::Lu u::) ~z 0::J::~ la.JU~:2: ......... '0 :z:...........,J" ~~~~ Q.uo a..~o.: ......... --- CO lLJ ~ laJ :t: ~Q la.J V)la.J~-.J :t: ~o::oo~ V) -J 0 --- (J l&- .. l::~V) ~ 60:: I- ........IJ')Zi=:la.J .~~V)-q.Ck: ~~ "-)laJ:<(OQ.OO ~:2:laj~V) ~u 0... a . <=.> ~ ........ ~ ... ....J C> 00 ~ CP"; Ol> Q..... d I: u= e 0 It.) ~ a fJ: SoOt'- So'" .. t'- ';Cp t..> Q) s- ...-Q>C? ~ .S "; 0 rn...oooo.e ... ~ ~ -1""4 ~ Q) Q) d -1""4 ~ ~ ~ .<1 C.) ~ ~ ~ M 6 t'- t'- ~ l'" Ol> ~ ~tlD E t ~ t; j~c:~ ""C1t :S:i~ t:r'~"bht'- ..::t ~ d - I c> 'C ~ =~~e DATE 1 MARCH 2010 SCALE DRA WN BY DESIGNER 1" = 40 ' JLB CHECKED BY PROJECT NUMBER SHEET NO. CO 1l..f 09-077 RF (I) ...... ~ Q a: a.: -.c: >- (.) Ci ~ -.c: ~ d .~ t '=' 00 . - a:s <:.> ~] Co) <:.> -2 bDo d Q) ..... ~ ~ . Q) d Q) 0 d ..... ..... ...- bD-S d 2; f;f.l Q.c ..c:1 rn c ~ d ~ ~ . l:Q rn . Q,) ~ ~ :: t) ~ E ...- 00 . ~ . .... t..> OF SHEET(S) of l g p~ ... ,:; ~ $, i El ~ N 8 E1 at € ~ ~ ~ 2 g i ~ >- ~ !Do "E 6 I r2l tIl :sl i 1--" s ~ N II ua. ,~~ -~ SNlTNfY 1M ,.",..7919 8' FL fIE) ~ FL 11m 8' FL fS1 FL Af'f'IlOXI&4JUr I' ~@ I B I -~~ , \ , I I I \ . I ~ I~" \ tg \ ttI ~~ I II ~~ I II 10.00' I'UE' -I I I- I , \ II \ \ I I I i \~~: ~ I , \ I \ ,\ . ~'~nkn. \ I I . . . 'tP.~ II ~~. y ~ @ \ !V^ mme--'. ti 6' fOCX> ,.......... "N. b ~ ~ ~ ~-~~ ~~..~9!l ;.~. SNlTMY 1M . ''':::- '1t?!!: I." ,- ~.~:, . . ~ FL Af'f'IlOXI&4JUY \~. I ". SElOlf RIf EtEv.. I - /We CIf arr(W"~""..., "t','lI... I AS BULT DRA~ '. _ fr"~ FENCE \ "I I I ~~ I L ~tP@1 __.___...1 ~ x~ ~ X "x ~ ,/' '-~.,........--.,,/ ~ X X~ ~ ~ ~" X ~ X d'~ X'" ~ X X~ ~ X ~ X . , ~~ ~~ ..' ~,.,;,~ I'> fOCX> FENCE # X ....... ~ >! .." ~ "p)J" ~~ 1tS ~ 1~ #"" · A ':-- -$~' ~- ~~ ~~ ~ ~.~ ~~ ~~ ... MIIJI'IIGfI &1M IMIE ...... ~..,f:J ~@ I I TAX MAP 17-02-3/-1-4 TAX LOT 4000 ~~. " .... ''',' ' EXISTING CO~VDITIONS PLAN FOR EAST SIDE lJAPTIST CHURCH S.E. 1/4, N.E. 1/4, SEC. 31, T.17S., R.21f., lV.M. SPRINGFIELD, LANE COUIvTY, OREGON APRIL 16, 2009 SCALE 1" ~40' REVISED MAY 26, 2009 LEGEND PROPERTY LINE CURB. EXCEPT WHERE OTHERWISE NOTED EXISTING FENCE .. ... .. .. .. .. ... ... .. .. '" ,. .. "" .. , .. .. .. '" ... " ,'.. ... EXISTING APHAL T PAVING EDGE ___ - EX. 12ft STM- - EXISTING STORM EXISTING SANITARY SEWER - - 'EX. 8" 8AN- - ~----EX. W------ EXISTING. WATERLINE --'----- EX.G ----- OHW EXISTING GAS EXISTING OVERHEAD WIRES '\ EXISTING TOP OF BANK EXISTING TOE OF SLOPE EXISTING CONTOUR 180 EXISTING DITCH FLOWLINE EXISTING EASEMENT 'XN~h '<,.'S;< ..<' ' "",'S<, ' '.' EXISTING BUILDING EXiSJiING PARKING STALL STRlt'?JNG D/W DENOTES DRIVEWAY TFC DENOTES TOP FACE OF CURB. BORE-2 DENOTES GEOTECHNICAL BORE HOLE LOCATION AND 'NUMBER TOE DENOTES ELEVATION' AT TOE OF RETAINING WALL TOP DENOTES ELEVATION AT TOP OF RETAINING WALL FL DENOTES FLOW LINE ~ X tf''' X tf'''> X ~" X # X ~" ~ ~ x" ~ X # ~ ~. ~ ~ ~ X If CHAH.II( FENCE ).:~ ~~ X ~ X J!P X # ~ x X ~ x" ~ >t~ x NO'J'B ~ ~ j:'.' ;'~.": '.;.;: .~~, ,I - ~ + tt 1>4 , e~ @ ... ( M n.; ~le Q) III .. ~ . i1EI ~ EXISTING DECIDUOUS TREE EXISTING CONCRETE EXISTING GRA VEL EXISTING GROUND ELEVATION EXISTING FIRE HYDRANT EXISTING IRRIGA TlON OR WATER VALVE EXIST/NG WATER VALVE wi WOOD BOX EXISTING AREA DRAIN EXISTING MANHOLE EXISTING SIjPPORT POLE FOR OVERHEAV . WIRES EXISTING GUY WIRE EXISTING HOSE BIB TAX LOT NUMBER SUBDIVISION LOT NUMBER EXISTING ELECTRICAL METER EXISTING BUILDING POST EXISTING BLOCK PLANTER BOX wi CHURCH SIGN EXISTING MAIL BOX EXISTING IRRIGA TION CONTROLS EXISTING WATER METER I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINA TION OF UTILITY LOCA TE MARKINGS AND FIELD tOCA TION OF SURFACE FEA TURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. 2. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MA Y DISCLOSE. t1<X fIYl ~~ ~ ~. @ } \ .......-........... 20 ._--.J ---- u I 40 1/ ~, REGISTERED PROFESSIONAL LAND SURVEYOR ~ NOVEMBER 30. 2007 RENEE CLOUGH G9162LS ~. ~ EXPIRESI December 31. 2009 =@ Branch Engineering, Inc. 310 Fifth Street Springfieldt Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin<tbranchengineering. com Civil. Structures · Transportation · Surveying PROJECT No.09-060 Ct M t')Oin , \AAJ'i ~ ( Ii l.\'lt , SHEET(S) 1(lI. DWG. NO. 09-060 TOPO 2 OF 20f 1<6~ I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINA TION OF UTILITY LOCATE MARKINGS AND FIELD LOCATION OF SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON ARE .FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. ls:! ~~ ~>- "'& 01 NOTES <- '" ~ '* E-t ~ :,0~ E-4 tI) :5 o ~ - Cl;) <:Ji K '* SANITARY MANHOLE RIM== 479.92 ~ /' l.<".\ ~ .J " z,~~, ; . ~ ...... A' .. 7/0 ./ V~() <:>, ~ .... .~ ~ ~ ,~ -. - + \2 .~ 0, ~ ........ '" '- ...~~... .. ;~ '-.., ;J"~"" .. ,', .... " .. ... ~ ~ ~ ....-F-:. ~ '" <l: iCOMMERClAL A \Ii!; +- ,- - - - -+"- a; ~ ~-- ,,....-480.-'1-.........,--- '" ...... l-l") " 2 <:;; -r- STORMWATEf? MH RIM::: 479.87 \. <::t \0 o ~ ~- '<j- ~ ~ ~.. ~ ~~(~.~-:) ;4 ~. \ '" "- ~ C'> ~. .~';f. .,.~{~ ...::::."8----;;;______---~.=~--- -------------::-m-- ", . _, ~ _. l :; K~~ ,(;=-=_-=_-: 4"~'-~';;= ..-...-'.' ...-'- ..~,,-'--' ~..._..._..._..._..._...~..._..._..._..._..._".._..._...~~..._...--..,,-~..._..._.... ...~.--.....;,\ ~ ~..._...- ...-...-...-...-...-... ...-. ;~;~~,~. '~:'-..---'-"4n-.--:--- ..' ....~~----. ,-..-----.-...--..,-'-.----...--477.--..-,-.~~ .._....,~.,\,~~----)--- -~--"!:;'ti~1r !;~ 'f!~~ r+~'^-~~==~ =- _~~C7-"::;-' ^'= ;-'::::.::l~1:3 ~:::::.----=::::::::-::.::::::"::::::: :--=_.:-=--::; . *~---==€~__ ~ ___ 0: ~< ~ t'fi: ..c------'-;:w:'1);(j \1 ~ ~~~' if '0-. ,W ~ t: t@t:t@ "1 l 480- ~ t.9.>\). N4-1'45'OO"W II lJ:"c 4;-' - -, , G::-:: ~ ,~. -y -t~ .-.t-~"- ",;" - - ~ ' - .~" - :-~.....~~ .:1 - - - 'J!! - - ~4~>o.,d8J" -r-6-_~.."',O:.~'l\~() ','~~ ~ . ~: . zg, .:r-., "-l; 'f',/' ~~ ~ ~~/ ~ '\.,,.t- ':t ~ g / ~ . Y" ..{p . , I" I l .....----,.--,-----, , ". ~/' 1.11-,.1 ~ ;?J '; ,; ~' ~~~ ' ,,~t !J'\~r.. <:,>0> ~Lb,' " ,~ O'i ~ A..~ /~<:;; :----....1___ ~ ;' ~ i--.~ /~~ '-, ~ ,,~ ~ \... # _ / ~~ -"-480_t~V \,'{r // . ! ;J ;( "I- ". ,/ ~ 1--- ,,j,, + ........tt- ~ ./ ~ I -----.... f f! "l' + '')+ ./// i \ -_/ -t;\ /,,+ ~ to. .' / ~ '* A~O'~~~.' 0, K ~ 0' i /, >1 . ::::"'- ~C ~:1q?J '~. "0/ CJ:J:;' '~\ r{bV ~ ~ " 'i .::.._--..~ <:Ji /... !'-.;. I -~ . . ./ _ . /&()."" ~~. '" ~ ~ ~ . , ~C~~1 '?~~ " ~ ~ ~ ~1 ' Q<:it ~ \ ~f.i~ '>' ;:; '?'- ... . 8 ') ij:~ T~ ~" ~ -r-- t3 8( \< ~~ ~------~--~/! ~~f ~ cv< ~ z ~. ~~' / CJ:J ~ 7 ~ ,/ ~ \vo4'-'~'6~ STM '\ ~ ..,. iO ~, '. -. ,) > J_,' ~ ~ ~ * ~~:A4~:~3 ~ -'~^" '?, !~ ~ ~ ~. X I?'~ + + 'i"i Q)~ ~/ "$S\,."" ~!.~ ,,~. "t- ~ I ~ ~~ :..-r / ~~:' f-..'1'4.', "...., t::: \ fi:j' <:.>""f~ . ~. . ( ~ .~ ':'f"v ,~~" . ~...,.'~ rp'5-\ + - . ~/ ~~~xf.(:X>'~gK~W.'~q; : . 1~ Ii)'l- I I R! ~~!X'<:>;x:GOO~/<9Y'>(~,,(~~ . '" ,.____~1~ \ I ~ .... 's;.:" " ~"'tl<' " '. . '" rt1I -F-- "~.... '<> '\h~, ~ l' I,' -;6~' " ~ ~- I ~';"k~1 +~ ~ ~1 ~:%.~,~ L.', _. ,,,,\~ 6 ~ ,f :: ~ . 7 . ___~J~ ~) ~ ~~.~~:.~ b~\ ~ ~ .+ ~-O -~..-.._---- ~ ~'.. kv .~'t _'~_ ~ - - 1 is ~ ~:..t;~'\ ~:~ \"'. ~r " '-")8---. -" .' .(-'; /) ...J ~ ~..P ~~' , ~1~' , ~ ~\.i/ ==>ft .... ('x.~ <0 .;;~&' ,I f ~ .~C) ~ ~q + ~y" ~ '- ,/ 4 c..~~(,; ~II &-,,< * 'S..."XS '., ,C?~",'\ "J.'\,. ~ V)" .<~..c.. .~ '.' . ~\' p;,'? --.-.-....""r '7 "j[ ft ~ 7' ~ $- ~{. f ;" i t (/~._",t" ',/ +~l '\ ;} >O::~ j~". ,:~. i5 +(;)~< I ~ I ," ~ I~' ~ /, \ 3& .:fIlz ;~~~' :t~ k<@' ~~'1<t:. ' q I "" ~\\llJ.l' ~. ~ 1\ I. "-, ,.. t...<," ,,'?$ \l') l \', loi- -,0,:1'," ~h 1'\ ~~~ ~ Q: {;;;? ~~ '\'-, ,/ <Ji ~ .~ ~~ ~ ,0; ,x ~Cj ~~~ ,~~ ,~ ~'.. ,p ;'x~ ';)91 )(;<X>7,~ ~o,'jtfi;__"'j_ r 11 ~~~ m ,:~.:A~~--J ~'?~ ,,;;::"?;l ' "'$-q:aP;l',t+W;:t~' "'@l ~X{ :xc>, '.6-rl--ttt1T++++W~r-: ti C<7, X$-B '1-+<-1' I"" _,.J..,... K ~ ty,>t ffx.:,'.t.~y t 1:;:4,' -<r....f.. ;:-:x,{ xx'" +-H-j a. ... @ ~.~~ . :f+H -; \u ,4 ;(,l( 'i~>x ~ +f-t-i ~\('\.\\ ^BO. ;()(x ')<",)i . : -:f1-:t ..11 \~. lO <1 ;&"X ".~ , ' fP. G P O{' ~ $t~' ~fP U\\...U\~ r\..O (~. Q',.c; &~. ': ~ ~ ~\S\'\ SQ. ~, '. i~ ~.,~ r~.910 ~;;~~~),?9<.J" r-...:y,,""~ ~Ql ~ jT 'LLLW..1 \ jl J ' I ~ I H+i--- ~~~-',t';.>x5:i'~~,(<)S8 ' ; '-p-: .Ff ::Hl1 i ll' 'Ill \ 1 ~. '" >L:_g, 'h ... :}(~( :,<:,-". .'. -;ex I", ::&~~!.'b LUJ ,1 I . , \ ~....... "" ,;+- . " " :",,-;--~- "'< {', (/. ;r ' . " ' ' 1";31-.",7;60.;),):'\)'( ~~ . / '" " <X)(>< "':(~)Sl '-0 . .~ "'" ~~.~' ~// ........ ' :;X: .... '4\\~ ~~. ........ .}< ~_'Y' -: 'Jj _../~W ~ " ::---.. " . ,/. . .X~. (' r: ..."",. -----~ "t- ~~, .' ~ ,. !:I')' J . ........Si9O";'~~---!?" "': I\~' 1., ~ .,/ .. . !' ........ ...~~~ .~"',..,...._~, .,<,):\ ~ ~././ ~ I!-. f;: "'.lI-l .--,,0;' R: ~~ "" -,,/ ~ ' ... - ~~ 8. "" \.~. ~,~1IS'" .'. ~ ~8 ""~ ~~~-, ~<t, ~ EXISTING 6' HIGH "" ~ '-'. ~ WOOD FENCE........"".,.. .. " 10 ~I " " ; : : " ~____:__/,'"- o f:::\ /'>;. "" ~~ '" . (. "" E:! ~V "" " , <( "" ~ $'00..: " {l (,,:~ EXISTING 3" " ~ ~. G' CHAINLfNK FENCE "" ~ " g e "" "" "<~ ~ ~ f'o. -...-...-...-...-...-...-...- EXISTING DITCH FLOWLINE # .~r(\ .1\ ~~'Q .~ ~.f~ t ~ ~ '~ \ 00 00 <0 f.J'i>>f ~'1 ;V~ ,:.: ,:':, ~t r~~O~~--r ~""'1 I >"""'1 T --r--r1 · - - · 479.~ U ~-4BO~ I + ',,113-5' 1 ~ - - - '1")~ J ~ G' HIGH WOOD FENCE . ~';i; ~\~~~ ::. I ~ ~ ~v /0;'\ / ',; ~F1 1i ~ SAWCUT , <(~ I 1 I o -<< . : II-' a 0 I' I==> ,0' 0 f'"\ ,--.~ ~ D I ~. I~ . . 1 e: I ~t~ I. - CD EXISTING 3.5 HIGH~ or; ') CHAINLfNK FENCE . , . I - I I ~.t : 1 ~I I p.l1r~" 6' HIGH BRICK WALL I .~ 1 I I : nl ;~ - 3: ~ I~ ~ ~ I - -= I ~8 '1..1 ~ :1. I ~ I ~.~ 1 I ~<> :~~I ~ I ~: ~\ -t- EXISTUVG 3,5 HIGH- ~ /'" CHAINUNK FENCE fn I I '~\~ Q \it.I"\~-;' o 11:::\ /j'\ \v' ~) ~ \:Y / ~ \~~ ~~ "'f' \.-%'}~" .1 - , ,,<I) ~ \" ,<l.' .;.c...l.J,::,,:- 11( .. \ . ~&\J "" r!\-;J9,BB t ,~~'~. ~) "" ~ ,," '" ,;;~O; . ~ ",. 1~ q'i> ~ "" '- L~' ~o;' ~"W5i "" \' .~~!- EXISTING -Y ."" ~ ~~, 5.5' HIGH WOOD FENCE, ,#~" "" ~ '" ~ "" o "" "'\ ~e ~ ~ ~ "'f' -:t~9' . . ~ij ~ , , 699.135 -.- -- -- -- "I- ~ :1 :t v. 11 121 o + '" CJ:J + ~ ~ ;;:f- ~ [;rw a<<rU<< ~ ~ ,.{) ~ ~ -t- "" It) ~+ : :.. ~E-t ~~~ .,' .' IZ1 1)9" ~.. ~'\fC A1~' " E-4 t/) '""> ~ + CJ:J ~ 4- ~ ~ -/- ~') <1d ~ .. · ~sr ~ ~ Ie ' ~v (\0/ .- 0( ~.. ,~~ ,~l:..> t+ / g , ( .... jl;) co ~ ~ T .... to ... . + n'<&'l' ~ ',., /~ .,~/ e ^,/~,1 c::i I ClQ {t ~ ~ +"-1- ~ (\, I I I I I \ \ " ~ + t!J ~ ...... ''* ~ i +0 '-' ~ .... ~ '* + 'N ~ SANITARY MH RIM=479./9 !\\~'(,+. "') \'<:1 " "l' t . Co -- -- ,-- 224.52 -- \ e:! ",-- , - -- ( ~ '\ ~ -<<1<0\ ~~ "'o::tC ~; ~~ '<l'\X:l + STORM WATER MH R/M=47B.03 \ ~7 \ ~ ~~ \ ~ ", "": _ ...-, .....:55 i .~ . ~ '~, ~ ~ t ~ .~~< '7 ~ f:. """~f......,~".,.,.~, " ~'..,~~......,..,..~=.=._~.._... /' ... . . ...-...'... ~ ..... ~@ ~ l:'- ..... ~~ ~ // ~+ ~ ..... to ~ K '<I' + , /~ , ~ D~~'? , ~@ sf~ / ~ ~L~ ~~ ~v O~ -+If c,~~c,~ ~ J~~~~ji;~~~$~ ..,~.-... LEGEND r<-'~ .-~' EX1STm G' CHAINUNK FENCE EXISTING DECIDUOUS TREE __a " PROPERTY LINE EXISTING CURB, EXCEPT WHERE OTHERWISE NOTED EXISTING CURB. TO BE REMOVED SA WCUTAND REMOVE ASPHALT EXISTING FENCE EXISTING APHAL T PAVING EDGE ."? c>.(y + tr ......'" . EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONCRETE: ------------ ------------ i !I I i I I I t SA WCUT ------------- I:~.' ('" 'J ~ ~ ~~ EXISTING GRA VEL + + '""> " ~ EXISTING GROUND ELEV A nON EXISTING TOP OF BANK EXISTING TOE OF SLOPE EXISTING FIRE HYDRANT EXISTING IRRIGA TION OR WATER VALVE EXISTING WATER VALVE wi WOOD BOX EXISTING AREA DRAIN EXISTING AREA DRAIN EXISTING MANHOLE EXISTING SUPPORT POLE FOR OVERHEAD WIRES M 480 EXISTING CONTOUR t " "'- 'l- ~ EXISTING RETAINING WALL ~ ~ @ ~ EXISTING. 6' WOOD- FENCE SANITARY MH RIM=477.54 GRAPHIC SCt~LE 30 0 15 30 ~ _I ( IN FEET ) 60 EXISTING BUILDING EXISTING PARKING STALL STRIPING 51 ( EXISTING GUY WIRE D/W: TFC: 8ORE-2: TOE: TOP: FL: DENOTES DRNEWAY DENOTES TOP FACE OF CURB. DENOTES GEOTECHNICAL BORE HOLE LOCATION AND NUMBER DENOTES ELEVATION AT TOE OF RETAINING WALL DENOTES ELEVATION AT TOP OF RETAINING WALL DENOTES FLOW UNE ~ ..... ~@ M EXISTING HOSE BIB DEMOUTION NOTES TL. 4518 @ IQ1l TAX LOT NUMBER SUBDIVISION lOT NUMBER EXISTING ELECTRICAL METER EXISTING BUILDING POST EXIS TlNG 6' WOOD FENCE -<< ~ ~ O')-<<~ o ' ~raCl1 ~U~ ~~~ ~~~ CD EXISTING STRUCTURE TO BE REMOVED @ EXISTING DECIDUOUS TREE TO BE REMOVED CD SAWCUT, REMOVE AND HAUL -AWAY EXISTING ASPHALT (1) REMOVE EXISTING AREA DRAIN AND HAUL-AWAY. CD REMOVE EXISTING FENCE AND HAUL-AWAY. @ REMOVE AND CAP EXISTING IRRIGATION VALVE. (J) GRIND OFF EXISTING STRIPING. . . EXISTING BLOCK PLANTER BOX wi CHURCH SIGN IBID EXISTING MAIL BOX IH201 EXISTING IRRIGA TlON CONTROLS [Y] EXISTING WATER METER + 'W EXISTING POLE <1 LIGHT 2. THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MA Y DISCLOSE. \ EXISTING SPEED BUMP TAX MAP /7-02-31-1-4, TAX LOT 4000 ):. CD .. Z o ;:: a.. (1)0: Zo O~ (1)0 >~ I.&JV; 0:::> - LaJ a:::: w 5 :I:l.aJ u:::> O::z :::>l.aJ 0:::J::::>-.,. laJU...rr<- ........ '0 Z........-...J<:!> laJV> lLJ ut::So::: a... U o~ a...~0::: --- CO lLJ er- :t ~Q- V>laJ~--J ..0000~oL.J 0 l.aJ O' .......... --- ( " --- -J --- ( ,La.... .. '-I ........ t::~(f)'-I<:!>::2:::Z:--- I- ~ 0 ___ -...J Zi::I--O 0~""""l()---9:V)~ la.J ~ V) ~ 0::: 0:: ___ -< "-)L.J:<(Cfl..U::><L.J ~:Z:laj~v)~laJQ a.. a ~ ::z: 2Z !::::-<( Q....J ZCL 8z . <:) ~ ...... fi ... ~ g z:-. CD"; O>z:-. Co)..... = z:-. ;::! Co> C> to ~ ~s t:tD C\l o fcb aooz:-. so..... .. l- CDt.)~S- '; z:-. =a ~ g rn:!:~~e '" ~ ~ -1""4 ~ V <J) d -.-4 ~ d ~ rl ,I. ~ () ~ cO ~ ~ ~ t- z:-. ~ z;... 01> 8 ~t:tD ~ ~ ~ ~ t;i~ ~'bbl- ~ c:z.. = _ CIS e 'S:: ..... .sa ... ~ ~ ..... ~ lZ) _ DATE 1 MARCH 2010 SCALE DRAWN BY DESIGNER 1" = 30' JLB RF CHECKED BY PROJECT NUMBER SHEET NO. C2 Jl.-~ 09-077 CI) -J ~ o a: ~ ~ >- (.) ~ o ~ - c C'-l ~ ffi ~ ~ ~ fii ~ ~ lLi t:tD s:s .~ t =' ~ + - '" Co> ~] ~ ~ ~ 0 s:= <1> ..... ~ ~ + q) = q) 0 ~ ..... . .... ...,> ~.s ~ ~ ~ 0 ..d ~ () ~ ;~ ~ + ~ ~ ; .8 ~ ~ b lZ) + ~ . .... t.) OF 8 of J~~CeS ~ ~~ po)>- ~~ E-e t1 w~ E-4 tf.l :i Q ~ 0\ ~ ~ NOTE$ SANITARY MANHOLE RIM= 479.92 /" ~ ~. '~ .1. ' .~- .......~-....:::j::::-- po) ~ . , , , . , , , , , " *-" ' ~< ' " ' , , , , , , &1 ~ ~ ~-F~~'~ s. -I j .~ 6' HIGH WOOD FENCE ... !'d K ... r-f ~~ I ,,~ 00 Q I ,..0' ~ G I 1 ~ ~ . ~I ... e: I ~I... EXISTING 3.5 HIGH ~ ... 1 CHAINLlNK FENCE I I ~J'I ... ~ I ~I"': I .-..-1 :c ~7'~,91 / x:'h :50 6' HIGH BRICK WALL I ': l I ~ I'" ; II ~ ~ I ... ~ ...' ,., Co< po) K +- ... r-- ;>f ~ I- T' C\1 <:) ~G ~ ~. ~:~ --~---'-~~ , ... . ........:1 , - co . <::> ' c~.lI i ::> . ... : ~' ~~ 'f <oJ to ~ ?3 0> ,.... -f-' I T SANITARY MH RIM=479.19 EXISTING - 6' WOOD FENCE SANITARY MH RIM=477.54 EXIS TlNG 6' WOOD FENCE I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINA TlON OF UTILITY LOCA TE MARKINGS AND FIELD LOCA TlON OF SURFACE FEA TURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS, NO CERTlFfCA TlON IS MADE AS TO ACTUAL LOCA TlON OF UNDERGROUND LINES. 2. THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MA Y DISCLOSE. LOT COVERAGE EXfSTlNG IMPERVIOUS SURFACE AREA: 41.890 SQ. FT. NEW IMPERVIOUS SURF ACE AREA: 51.792 SQ. FT. TOTAL IMPERVIOUS SURF ACE AREA' 93.682 SQ. FT. . 541 TOTAL SITE AREA: 169.410 SQ. FT. TAX MAP /7-02-3/-1-4, TAX LOT 4000 ~ ~ "" i~' ~ , .. '~~~~.__ ^ ~~, '"'.to ~t!IC~~ "t'i'~ ~ ~< . ~~~1>~~0~?;'~~!~~;~~~~~~W~'~:' , , . .~~!, , , , , , , , , , , , , , , . , , , , , , ~ ~;COMMERCIAL Al'ENUE .--- +- -- -- '-' -- -- +-- .- -- - -- -' -- g ~-------------- -OS\!'-"'- ~ '\ ':-....." r <..:0 <. ,,1~~~ '-, \,!C / , ,.:t >ti "- 'to , ',: :: : ~ ~.+ ~ + '" '" '" ~ ... '" .:I :>J 4- '" ... JI '" JI :II ~:'" .~E-t ~ ~ {:IQ . ~,,"'a.G9~ ~ ~ . ~~C~I E-4 10' : 9' TYP. '" ... ... --. ~ '" .to'-'" ~...... - ..; , r:- ? ~ ... ... ... '~'C': -,'4"", '~~"'~ . ~ ." <'\; 8 "I'-t;.'>;f ~ ~. ~ ~ ... . , fi ~\. I", '\.' "",""- 'I ~ "" ~ + e... ~ ::J. e ~ ~ 0.> ....' J I \ ~ I' /' 0) ~@ ~ 0:) ..... ~rN ~~ E:! LEGElvJJ EXISTING DECIDUOUS TREE .-- PROPERTY LINE EXISTING CURB. EXCEPT WHERE OTHERWISE NOTED Jo" . '.' EXISTING CONCRETE . "..:, ., PROPOSED CURB. EXCEPT WHERE OTHERWISE NOTED l~~' ~~.~:...:.;: '~~~ .~ PROPOSED CONCRETE EXISTING FENCE l:~~~~~~~~~~zt~];~~~:i~1 EXISTING GRA VEL ': :1 PROPOSED FENCE EXISTING APHAL T PAVING EDGE "f)~ Co + U EXISTING FIRE HYDRANT EXISTING GROUND ELEV A nON PROPOSED APHAL T PA VING EDGE EXISTING TOE OF SLOPE M EXISTING IRRIGA TlON OR WATER VALVE EXISTING WATER VALVE wi WOOD BOX 480 EXISTING CONTOUR ~ '477 PROPOSED CONTOUR ~ EXISTING DITCH FLOWLINE m QJl) EXISTING AREA DRAIN PROPOSED SEDIMENTATION MANHOLE PROPOSED CATCH BASIN EXISTING MANHOLE EXISTING RETAINING WALL tiLJ @ EXISTING BUILDING , + EXISTING SUPPORT POLE FOR OVERHEAD WIRES EXISTING GUY WIRE PROPOSED BUILDING ( M PROPOSED CMU WALL EXISTING HOSE BIB TAX LOT NUMBER EXISTING PARKING STALL STRIPING n.. UJ8 <D SUBDIVISION LOT NUMBER ..... ~ <:) CW').....Q.. <:> ...' ~raC\1 ~uO) ~~~ e-.Q..~ PROPOSED PARKING STALL STRIPING m EXISTING ELECTRICAL METER EXISTING BUILDING POST '. 1\\\\\\' PROPOSED CROSSWALK ... ... ... EXISTING BLOCK PLANTER BOX wi CHURCH SIGN PROPOSED LANDSCAPE ... ... ... .:I- ~. IMID EXISTING MAIL BOX EXISTING IRRIGA TION CONTROLS O/W: TFe: BORE-2: TOE: TOP: FL: DENOTES DRIVEWAY DENOTES TOP FACE OF CURB. DENOTES GEOTECHNICAL BORE HOLE LOCATION AND NUMBER DENOTES ELEVATION AT TOE OF REJ,4JNING WALL DENOTES ELEVATION AT TOP OF REJ,4JNING WALL DENOTES FLOW LINE Itf2Ql ~ EXISTING WATER METER , w ~ #l I!!BB EXISTING POLE & LIGHT PROPOSED POLE & LIGHT PROPOSED BIKE RACK PROPOSED REDUCED PRESSURE BACKFLOW PREVENTER PROPOSED DOUBLE CHECK BACKFLOW PREVENTER PROPOSED FIRE WATER VAULT GRAPHIC SCALE 30 0 15 30 ~ I I · · L_ -- ( IN FEET ) 60 fI I' ~ ~ PROPOSED RIP RAP ~ I wv J PROPOSED SIGN o PROPOSED ELECTRfCAL JUNCTION BOX CHECKED BY PROJECT NUMBER III. SHEET NO. C3 SHEE~~jA ):. CD .. z o i= 0.. (1)02 Zo o~ (1)0 >~ UJii) 0:::;: L&J 0:: W I- <( o :r:L..J U::> O:::z ==>L..J O:::G>Z ~ '<(0 Zl-----..<!> laJV) laJ Ut::~O::: a...UO a...~0::: -..... Q:) L...J ~ J:: ~Q V)L..J~--J Z .:i 0::: 0 0 ~ '<( -J 0 -..... U La.. - .. --J ~~V) <!> 60-. I- L It) Z i:: U ~ .-- -..... a... lLJ Lu :::;:i.. V) ~ 0:::: Ci: L "-:tla..J:<(oa...ur-- ~Zl&j~V) ~Vi Q... a . o ~ ....... ~ ... ...J 0 00 ~ ~~ C:z-- u::! C.> ,... r- i[;i t ~~ oS 2;~ SoOr- S 0'" ...r- c>>u~s- c;~=a~g tIJ...oooo.e '" ttC ~ -.-4 J-c <1) <1) Q -.-4 b.() ~ ~ rl .,..1 ,~ o ~ cd ~ r1 ~ r- z-- ~ ~ ~ ~b.O Q,)~r- ~ ~~ ~ i ~ ...8 ~I ~:3]~ tr:=tibl"- ~ ~~- II 0 'C :; =~~e DATE 1 MARCH 2010 SCALE 1" = 30' DRA WN BY DESIGNER JLB 09-077 OF 'foP lJpqrS CI) ....... ~ () 8: ~ -Ill( >- (J ~ ~ -Ill( - ~ tr5 ffi ~ ~ ~ (fl 9:;; ~ llj b.O .~ ~ 00 . ~ = C.> ~] Co) Co> .2 bD 0 ~ Q,) .,... ~ 1-4 . Q) ~ Q) 0 d ..... .,... ~ b.O Cl:S d ~ r:7I Q.. ~ ~ ;~ 1-4 · ~ ~ : .B ;. ~ b 00 . ~ . .... u RF ~f SANITARY MANHOLE RIM.. 479.92 "'> ~ ~ I'...~ ",liE S~ liS to -f- ~~ STORMWATER MH ~ RIM:: 479.87 ~1S\~~1-, ~: ~ ;:~I?N-" , ~ ,'~c '-;;;;;~" ,t,,?': ~~ · J .q~ (:, . . - J Il · · , -, , ~ '17~ ' . · .,\, , , , ;, ;; ,,/ - - · .477 J ' , , , , , , , , , , , , , · · · ..' · · · · : : ~/:". ! \' , "". ,:l;., e,~I'" r~.' 1-"'- -/;q+I'~':~I, I · i~~~5:;,,~'I' ';r '-gj:>l '~177:~ .TG~;~50. ."'17fIM' 470.20"_ · '4'77- . _,. · - -, 111 ~ ~~ :_:_, . · · · · · · · ~ - - : : : : .1- -"" "'--, ':------@ }. '1\, //~~/~~t/ ~~ I r~~'~1-1~~$>r', ::i::::,~ _' :~~"rr~:'f "\:P~!8A~""~~~'-~-"'~TP~47::oll'8' !"/7/~479AO;~--n---'-- ~ I-T:-::~50 ~ ~ n/ ~-f//~~ ~'~.~,~~(~-~-~,;;,.__~I ~ ~ '\ ,4"", i~~~ ~$:;" i JJ >I :i ~. .lI~.lI;:';'" .>I ,'" ,.>1.>1 ,,:i:i ~:i 1% ~OWt'A~:" 12 28.....-. ~/ I~~ 478,90 :;.....-. TC 479'60V BEGIN' ,1' · · ~ ': . ~ I \, w " ~ "I ' .J \ \~ :i ,. . ,. ..lI .>I II "'-r-' / "'-r-' TP 479.10 ~ VERTICAL:. .>I ..lI" :,'..: ~B ~~ "18.69~: ~:";~. '; "'1- \?-'/I \. . ..lI~.>I '" :I :i :i '" ;,I , TYP TC 47970 (v X 1fc" !!$?:;,'. ",lhH.20IH2gP;?~ ." /iiiI '~i) '" .>I "',ft.>l 1- >u-iJri:\":I '" '" :.I '" '" ..lI.>I.>I:I ,'~ ; TC 48010 TYP. 'TP 479~20' ~~'/ Il~ c:::>;} --f17j) c:::> CURB ~:I..lI >I I : Ii: '" ~~ ~~; ~ >< ~~/f:' :I .>I .V '" ,.:1 ! :I '" ;,I .>I :I ":r' c::f> Y \....: "'i ~ J '-.:..:::/ ..lI ..lI..lI ", ~ ~~' ;.~!;; RN- 47a93. 1/ ~ / .>1,<1,.:1 ;,I .>1:.1 ,. '" .>I .>I :i :- -fITP 479.60 ~ TC 48000 + / ~ /2 ~ f ~:)I ~ s:-. <., "\~~ II ~ R: ",..lI .>I-- '" '" To 48030 :I '" ,. ,. :i >l :i '" , . ~ l TYP. + '" '" '" ; . ~ r^ I:f; \~ ..G..,~TM J... "l/ ~.". <.i) ~ ..lIf "':;-- :i ~ ..lI :! ''''fj.ll .>I .>1-': :i ,..lI .>1:- TYP. TP 479'50~; 1~/6 'V r- ~..lI '" 1/:. ~"" ~ Vol ,1llE . --,y' I :fI' X '~~ .... ~ "I ' ;Z:~:i :i "'" ./- ....'........, ~ ~ ... ~ " i $' \.._f~-'~' ~ i. + 0"---- ",' >I "" ;.,v..' ,\ "\: ", :~": ~/;~.., .>I .':D::" oCt ." -/ to .0 "'/ .0.>1 R oj; , RIM: 477JO =- RIM: 477,7Q ;...... ./T;~ 4s",,-- ~::j: ~ "'" 'i, ..;, ,,~:. ,g. ' ,.,~: .., "'.., .6",. -,../ T % T T % T Y --5% DOWN U... k =- k : ... TC 479.40/, 1-8~~:' ~ ,-,Pi ~ I ,.~, ,: .'. .:;:- T' ' ". : i '!:~:' .1" ~ <!. /'/'/ >I HAV I"" -==0 == == c:::::::=o c:=:::::t === '-- '-- - - - '-- _:...... TP 478.90 I ""..... m f:Q I"ft ~~.~ ~ ' @~ Fi: '''',T,,~''~: ,.', '.(t'~':' ~:f'l>l~f~~:~"":'~":':~( ';':~"':':A'--: -=::?_ ~~_ _ _ WItV\ ClD Voj;"";"'~"~'1:/7J''':~''':;'''; "r~~~~"~"'~"~4'1'1:~~'';'''';'''J,~,...':.,.~~''':a.;~1 '7~'''';~~ . I ~3=:~~\ T "'4 w ' "l- 4' \' '. ' ,. ., -r r! I" .. , '- ".. · -,. - ... ... ... <;--.... ~ ................... ..................... ......,,~, TP 47780 , ~ ,\ i .... ""-~'--~~~"l{~' +- .,,\,,:,,:~,~:..:, .... r.op, ::"D~:.~.;_!>",:I"'i,"L:L~J~'41)~:~}<I"::.I:'~J',+~j:'+':',I'.' TP4T?80/ '" oV~"'~~ oV oj; oV 1'(;476.20'" '" oV '" ... '" ... w oV TG476.20yo'" ~_ . Lul j::~>l I ~ . 5% DSt:' ' I" ~~. '&1" '" '" '" >l '" :II /'" :1/ ..f' " IIit ... "" ....';;i... ... ... '" ~ ... ... ... ... ... ... ... ... ... ... ...... cO 8, I Q2r, " ! . UP ~~~,_ ~'. ,; ,. ~~, -/ '" '" '" .,::..~Ifl"_>I 16) ,., --r:.. -!". ,b ... '" '1477' ,', ,b ... ... ... -477 ... ". ... ''', ~, .., "'477' /' .-""'~ TC 479.40 0:' [;)~~1 I _.__~",~..._,_ . <$"'~' . 1 % DOWN '1 . _ ~ ' , ' , N -". .'-.... r, <€' ;Q , ~- ~ I.. ~-,., +- .+- . I..!.:';' TP 47930 ...L .;. = <==> = = <==> = '-- = c:=-o '-- '-- - - ~ WI ... ",' ~;~. ~-9 ~ _"'~.~~_. '. ~ ,~:' ~.: II ~ ~ I~ : :J I I . I I'" -1 + :...... "',,(j); ~'.' v~'b' ~ ""*1 ~ I ~ ~ 2M~N J ~ ":, ~;' ~.. .;\ I · · + ,. · ~'~~'. ~;,c::l ~~jJ~' ~ '+ ~ + ~'I> 1:i if, Pi ;<)-rJ ~ ' ~ -1 ~ DOWN 1% DO~ ~ I r.->. /<;::J ~._-._______ ~ ~ TC 479,60 "\., <;::J, BEG1N~.,(:+~i.: _ '; ~ !;I - "..., 0.' -.--:-\ · .,\:.\6\'1\ · .; "I TC 479.80 [. I \JY ' N -, ~ TP 479.10 ~ ~ . ,.,... ! J; r '< ~ ~ \)\~G ;~60 TS 480.30/..,~ -L \. ~ +-'-iP.. ,I ~-'-:47S~, ,+~;rlO.I ..:.- ~t\:., · ~ ;~l?@+ b~~I'~~~';~;-;? ~- t~ :i~:~1~ ' ' . &,~. ... "',.:_:7:' ~~~~,. ~i~!~9 ~ ~ I i "\ 1L '~'I \. ~', ,: IJ;< ,~l~,<, 26 '. ~ ..........~ . ,", "'. 4':: ~ --'~il !~'" _.~~ ~~l_1 J-_:~Jt:~.~ !~J 77 'l~~;~:~gi.;Z'~;9;15~~:;~:;:~:t{-~... .~'"7-.... .~.0.." ... ~..... !:~~:':-~-::r~ li!!L "~"r-p= ~., ~ ~~ 1 . ~ ,<o}~' /1 ~t e; ~ L ~1 _:: / \ dJ~:-.... -V ~EERG~CAL -V ... ....., ....., -V -V ... ~) -V ... ... ~ ... ... ~.., ... .... '" -V ... '" .., ... ... .., ... , " ~~OV:40 s;~t:~' ~{~~. , :.t'-....:.- ,~," ""~l '",' ,""", ", ',"~'~,'..c.,:." .:.'~'~ ..",-,: . ~ '>'; j1:::',~E';~L,:' ~ .. \~'. F2.. '" V, oj; '" ... "'+ oj< '" '" ... oj; -V ~... ..., + .... + ..,... ..... + +- "" '+ ..... ..... '" + ...... "" "'" I .. - ,41"'- ,:;::' ,t.) c., ~ ",~ f'Y'i , . , " ~. ~"'" - ,. ! f. \ ,..."... CURB -v...... '" ... ... '" -V '" ... ;:: '... \... '" ... ... ... ... ... ... ... ... ... ... ... ... ... ... . .;:" - v- " Ii. PI v 0( :q,t+l*.\::t:f.p:~tt~'f++. , :o-.i1.;:t1',-_I+,.I'I+ ' , ' .... 0 ~,' +'E~"".~/>' ':~r<:" ..::~:. ."'; ttH+!-t-::'L~i:r{1T"::f:;l:::l'H')~'W,.,-<-++i::i-:j.;,,~;. ."' \ .... '4' ... .., '" .... ... .., ... '" oj,- oj,- '" ... "', ~ oj; ... '" ... ... ... ... ... ... ... ... '" ... ... .~ ,r >"1'~"'!' I '" \I:~ ~ ~ ';""'''~~.:.:''''''''~'':-1''';:'''~'''~~''' (' ",'''j ",' . '\. 7 '.: .J.. ... .... f._.. I - __ ._ __ . .- ...... I - _ ~ - - ..._, ,~ ~ ~1;~()- ~ \ff~2 ~.F r1: . , "". ~ -..:. L\_ \ '- . , 1.l(;\G~\ ABO} ~t." _I.. -f "~,:----'/~ \ " ,,\' ~~ ~ 6 rjv'~ · r \.' ~ @) ~~r>~~~~D F~E\~~:"" - \l~~~~fith '- · t^ ~ STORM WATER MH '" " '::,:f ?>91 ",V, ,V :t " . \', " : fftf;J i : ;1' ' tt+t+t.r4+mn*H~n tttf~. ' ; RIM::478.03 _ " ~ '" :,;n." rl.u ~1'r1o;:j:f:l:P.." , ' -t-- , :8 "'l)' ~!\ ~. J// .,;,' Mi~~;% l /'" ~ >-..'~ Z ><)/ ~ ~,,>~ ,.. '" ' v~ ?DOWN" irk. ,'" ~ '" z ~ ~ ~// {MAX + ~ ~~~.> ,~@(*~:,; , ~ ~>< A " ." ~ ~ .". ,,~'-'_~ ~' .:5>,r-::l,l \'11} ~ O~ -t '" ""~'~~~47S______,_, ~ I{i~:;;,\~- ..,///~' -- Q w U ~"'I; "';~ ~I"' ~. .";'ur-/ .,.~, C) '" ~~"--_/"-'~ ~~~ '8 . '" \~~", ." <' ~G '" ~'" . S>~ ~ EXISTING 6' HIGH '" '~A ~ WOOD FENCE" " ' ~ . ~ '" - ~ '" '" '" ',.~_ c. " " ~'---'~' _./ <0 '" "'~. . ~, ~G 'J" ",,' ~ ~<v '" , << '" cP ,G' ~. ...'( ti ~ ., ~\Z;;;!~ !-f. , " , '" , " , \ " " . ,,~~' , ~ '--.0 , , " " , , " , " , " ~ iCOMMERCIAL A VENUE' -~.~ - ----- - --I'- -. -- - + ~ D ~ ./:;. ~ "!.~ ...F-- - t.'l'P~\ - -:-F- - .. -~ ~ ~ ^--- ~ '\'\ v ... " " " " " ~ " ~ ~ " " " " " ' ~{~. ~ '~'~J~~~~~~~ " "I ::r Q) '-r -....4J:9--~ '''---''-'''-1~-'- ::\"-~ <l~" ~ - /r"'---==-"~~'478'--~=~/:~"'~~:=~~:~:~~~('~~~ I I r. ~=F..._..._...t;.*.....-... \l~-" \>,'~ ( ~~~77-;~-~::'~-'f~t:~:~;':~~~:~> ~ t~ ~. , I \,'_.....,..;_._~,'B..--'.:~ ~ (~~o!80._~__~.-;:{,,~', ~ '\ .~~ I,., 7t-i_"~""-F'T../I; -- !,-fJ:; ---, y .' 'i;~~- I '< ~ .:-482~ i ;J' 1~~:r8J 6' HIGH WOOD FENCE I. ~~" ,_ ~\~l~~,~ I ~;; ,\,'-> 1,. '~.". rl " ~';- BEGIN -- . 7 ~<V~I ;J ~ VERTICAL CURB ,~@W ,.~ G9G g 11 ::? \. . ,-9--L .(5) " ~ 8 I il: ; ~~ ~ I I '" ~ ~ EXISTING 3.5 HIGH ~ ,,:_ + CHAINL/NK FENCE I ;" ; I ..lI~ I ;J ~ 1 ;'1(\,9 k )(i:~, ~;o- 6' HIGH BRICK WALL I " E-. ~ ~ tI.l :5 Q ~ ot '" '" ~ .,. :i \ SANITARY MH RIM=479.19 "" '<:- ..,; -+-~ C\1 Q ~8 ~ " ! :i : . ~:J ~ Oi) , o i -~.>I ~ .:I' <>:l . "': ~: ~ c::. Q;) ::'J -r EXISTING 3.5 HIGH- CHAINL/NK FENCE ~ .... ~@ E:1 Q) ....1Cii\ \Q~ "l:tt E:1 ~ co .... \0 IN "l:tt~ LEGEND ", ~ ",/~ D~,f ~ ~(iO\ & ~ /" .~ $:)'~<c) ~ ~!t, ',. ()~~ /'" ~ ~~ ~{) v -- PROPERTY LINE ....,;... . . ,-. , _d ,I '." . ~.., 1 "', r:.:. :'. ." . I .., J....... :#"' .4;.... EXISnNG CURB, EXCEPT WHERE OTHERWISE NUltu PROPOSED CURB, EXCEPT WHERE OTHERWISE NOTED fil~ ~ <:t" q,-J ~tg ~~ -'tf---'!{ EXISnNG FENCE PROPOSED FENCE ~f); It + -0 CUT Be l':u.L QUANTl'11.1!iS:, ~ ~ ~\...' "- ... ~ ... ... " " '- " .. .. .. ... .. .. '" ...... ,,'~ EXISnNG ASPHALT PAVING EDGE +- PROPOSED APHAL T PA VING EDGE J> + EXISnNG TOE OF SLOPE ~ 480. EXISnNG CONTOUR PROPOSED CONTOUR EXIS T1NG 6' CHAINLlNK FENCE 477' ~ . IILJ @ + ~'" ~. ~~~ " "~~~~~ '"", I"" "'- ~ \\ '" "'- . " ",;.,\ "* "~,\ '" '" ....'lf~ "'~\ ,< co ~~~ ~e ~~~ \~~ E:1 >~\ EXISTING / 5.5' WOOD FENCE / ~\\\\\; \0 .... ~@ @ E:1 EXISnNG DffCH FLOWLINE EXISTING RETAINING WALL EXISnNG BUILDING t-..; Q ~e ~ EXISTING ~ 6' WOOD FENCE SANITARY MH RIM=477.54 CONSTRUCT TOP SET CURB AT f2'\ LANDSCAPE AREA PER DETAIL W' (/\ CONSTRUCT 3' AC ON 1011 CRUSHED ROCK. PER DETAIL W' . CONSTRUCT 3' AC PA TCH ON 10' CRUSHED ROCK, PER DETAIL c:;) CONSTRUCT CONCRETE SIDEWALK PER DETAIL @ CONSTRUCT WHEEL STOPS PER DETAIL (iO\ '/7~ CONSTRUCT DETECT ABLE WARNING ( 7,\ TRUNCA TED DOMES PER DET AIL ~) CONSTRUCT (/0) DIRECTIONAL ARROWS AS PER DETAIL @ CONSTRUCT RAIN GARDEN AS PER DETAIL@m CONSTRUCT RAIN GARDEN AS PER DETAIL ~ CONSTRUCT LANDSCAPE PER LANDSCAPE ARCHITECT'S ORA WINGS, LIMITS OF RAIN GARDEN TAPER CURB INSTALL LA WN AS PER LANDSCAPE Al?CHITECT'S SPECIFICA T10N~ CONSTRUCT BICYCLE RACK FOR (23) BICYCLES AS PER DETAIL \g) CONSTRUCT TRASH ENCLOSURE AS PER DETAIL (];) CONSTRUCT PAINTED "e" Ix/'. USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM THICKNESS OF 15 MILS (OAMMJ CONSTRUCT 2'-0' xI2'-0. x 7'-0. SiGN CONSTRUCT 3' x3'-0. x2'-6. SIGNS (DIRECTIONAL) EXISTING SPEED BUMP I @) @ (jj) @ @ @ @) @ @ @ @) @) @ @ @ + PROPOSED BUILDING PROPOSED CMU WALL EXISTING PARKING STALL S1RIPING CUT: 700 CUBIC YARDS FILL: 1./00 CUBIC YARDS ~' PROPOSED PARKING STALL S1RIPING PROPOSED CROSSWALK TL. 4518 o ~ "l:tt ... ~@ ... ... .... NOTES GRAPHIC SCALE 30 0 15 30 I I I I ..-~ II II ( IN FEET ) lMm Itf2.QJ ~ , w ~ PROPOSED LANDSCAPE .. '" 01< ... ... " , '" oj; 01< '" '" ~ 'I- EXIS T1NG 6' WOOD FENCE .... ~ C\1 Q t")....Po. Q , \QPaC\1 "l:ttU~ .~z ~~~ ~ D/W: DENOTES DRNEWAY TFC: DENO't~ TOP FACE OF CURB BORE-2: DENOTES GEOTECHNloo.. BORE HOLE LOCATION AND NUMBER 60 EXISTING OPEN SPACE I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCA TE MARKINGS AND FIELD LOCA TlON OF SURFACE FEA TURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICA TION IS MADE AS TO ACTUAL LOCA TION OF UNDERGROUND LINES. 2. THIS DRA WING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MA Y DISCLOSE. DENOTES flEVATION AT TOE OF RETAINING WALL DENOTES ELEVATION AT TOP OF RETAINING WALL TOP OF GROUND TOP OF PAVEMENT TOP OF CURB TOP OF SIDEWALK EBfI . -,- rn LOT COVERAGE EXISTING IMPERVIOUS SURFACE AREAt 41.890 SQ. FT. NEW fMPERV(OUS SURFACE AREA; 5(.792 SQ, FT. TOTAL IMPERVIOUS SURFACE AREA: 93.682 SQ. FT. :: 54% TOTAL SITE AREA: 169.410 SQ, FT. l!!.BfJ wv \ " TAX MAP /7-02-31-1-4, TAX LOT 4000 @ @ PROPOSED RIP RAP o - \ EXISnNG DECIDUOUS TREE EXISTING CONCRETE PROPOSED CONCRUE EXISTING GRAVEL EXISTING GROUND ELEVATION EXISTING FIRE HYDRANT EXISTING IRRIGATION OR WATER VALVE EXISnNG WATER VALVE wi WOOD BOX EXISTING AREA DRAIN PROPOSED SEDIMENTATION MANHOLE PROPOSED CATCH BASIN EXISnNG MANHOLE EXISTING SUPPORT POLE fOR OVERHEAD WIRES EXISTING GUY WIRE EXISTING HOSE BIB TAX LOT NUMBER SUBDMSION LOT NUMBER EXISTING ELEC1RICAL METER EX/snNG BUILDING POST EXISnNG BLOCK PLANTER BOX wi CHURCH SIGN EXISTING MAIL BOX EXISnNG IRRIGATION CONTROLS EXISnNG WATER METER EX/SnNG POLE & LIGHT PROPOSED POLE & UGHT PROPOSED BIKE RACK EXISTING TELEPHONE PEDESTAL PROPOSED REDUCED PRESSURE BACKFLOW PREVENTE/? PROPOSED DOUBLE CHECK BACKFLOW PREVENTER PROPOSED FIRE WATER VAULT PROPOSED SIGN PROPOSED ELECTRICAL JUNCTION BOX ):. m . . z o i= 0- (1)0:: z<..> O~ Vio -z -> 0 LrJ- - 0::: !a > LaJ 0::: ~ ~ o J::L.u U::;) O:::;z; ::;)L.u O::G::>:;Z; ~ ~O ::Z:f-.--.J~ l.a.Jtf) laJ Ut::So:: a...UO a...~Q:: ........ rn. laJ 4t\ :J::~~Q tf)laJ~-.J .:iO::CO~ ~ -J 0 ........ U La.... · · ~~tf) ~ ~~ :2:t:::2: t; ~ ....... It)........ Q..:::::- Lu ~ tf)~, 0::: Ci2......... '""")~"""OCl.t.>-<( ~Z~~v)~Cl. Q.. 0 :z: ~ -.J CL .~ ::z: ........ Q ~ " . o ~ ...... lii ... ....J 0 00 ~ CD"; O>l"- g'~ $:I l"- Ei t ~~ o S ~ I Sic 0 ~ a 0'" .. l"- c>>t..>~s- ...... ....,o.:>~ CD ~ 'S ~ 0 rn.....tntne .. ~ ~ -1""'4 ~ Q) Q) d -1""'4 bf) d ~ rl , . I o ~ ro ~ r1 G) t- l"- ~ 0> ~ .....b.O o.:>~l"- ~bQf6 t;~~ :='Ql"- ~ ~~- J ~ .~ ~ ..... ew') 00 _ DATE 1 MARCH 2010 SCAL[ DRA WN BY DESIGNER 1" = 30' JLB RF CHECKED BY PROJECT NUMBER SHEET NO_ C4 fl.f 09-077 fI) -J ~ () 8: G-: <If( >- ~ ~ <If( f:l.O $:I .~ t =' 00 . - ~ Co> ~] o <:> .2 ~o d ~ .... l;.!;l ~ . <I> $:I <I> 0 d ..... .... -too> b.O-2 d 0 ~ ~ ~ a ;t:: ~ . ~ ~ : ~ .. -too> . ~ b 00 . ] t..> OF SHEET(S) S of 18 fX13e5 - BANIT AR Y MANHOLE RIM= 479.92 8" FL (NW)= 473.08 ~ 8" FL (BW)= 473.13 8" FL (BE)= 473.11 - - - - .ex. 8" SAN - - - - - - - - EX. 8" SAN - - - - - - - - - - -Ex. 8" SAN EX 8" SAN ..J) <i~ ~k ~ ~ "'~ OHW e.... < "" 'J R}>- .t ...~ ~~ ~ W~ , ~ E-t .,,; C; tfl .~ :S Q ~ @ @ TAX MAP /7-02-3/-/-4. @ @ @ @ @ @ @ @) @ @ @ @ @ @ <@ .. . I . OJ' .Iit" . SANfT AR Y MH RIM=479.19 8" FL (NE) 4" FL (NW) 8" FL (B) FL APPROXIMA TEL Y 2' BELOW RIM ELEV. BABED ON CITY OF SPRINGFIELD AS BUlL T DRA WINGS. " I o ~F.x. 21" 8iM - - ---:. - .-..:.. - EX. 21" STM - - ~ - _ ~ :..- rv 2t" 8TM . ,.' I ~ "'". - - - - - -EX. ZrSTM-'- --:> q.. - - - -. -, - ...., ~ - -- -- - . -- - - -- -- -- - - -- -- -- ~ 7- ~~A" "'~ /" ~ :t-' ~'( /./ ~ ~~ L , ://. ~ STORM WATER MH ~ f " R1M=478.03 .// """ 21" FL (W)= 471.15- l~:/ ~ 21" FL (BE)= 47/.24 * // · ~~/2" FL (B)= 47/.97 /./' I' "/... ;I' ~I i>~ 0;"~./ i/ " ~V ~/ ,// / .' << ~ /~ < // "- "/ / ~" ,,//' // /",/ '/ >. ~/ // ,.J,..'1.-;f./ ,~ I /1' ;' /Y << // /sf 7 " . <f;- ~ i" f~ . ! , SAN IN ~ ' 'INV: 4n~ EXIBTlNG TELEPHONE PEDESTAL LOCA TlON IS BASED ON DA TA PROVIDED BY QWEST COMMUNfCA nONS ON 8-6-09. LOCA TlON IS APPROXIMA TE. CONTRACTOR MUST FIELD VERIFY. + LEGEND PROPER1Y LINE EXISTING CURB, EXCEPT WHERE OTHERWISE: NOTED PROPOSED CURB, EXCEPT WHERE OTHERWISE NOTED EXISTING FENCE PROPOSED FENCE UTIldTY REPRElSENTATJlIES UTILITY REPRESENTATIVE PHONE EXISTING APHALT PAVING EDGE PROPOSED APHALT PAVING EDGE <,/, ~ + U ~., GAS (NORTHWEST NATURAL) ELECTRICITY (SUB) (541) 342-3661 EXT. 8376 (541) 953-4114 (541) 744-3707 (541) 736-3296 - -EX. 2" STM - - GREG STIfflER gjs@nwnatural.com - -EX. a'SAN - - EXISTING SANITARY WASTE WATER PROPOSED STORM WATER EXISTING STORM WATER PROPOSED STORM WATER EXISTING OVER HEAD WIRE PROPOSED UNDERGROUND ELECTRICAL EXISTING WATER LINE PROPOSED WATER LINE EXISTING GAS LINE PROPOSED TELEPHONE LINE PROPOSED COMCAST CABLE EXISTING CONCRETE WALL @ + ED HEAD GUENTER MA1YSZKAK guenterm@subutil.com SANI M <: ~ ,I- STM. OHW E ~ . "--@ TELEPHONE (OWEST COMMUNICATIONS) WATER (SUB) (541) 484-8084 # NORM PALMER (541) 744-3756 (541) 726-3665 (541) 736-1010 (541) 726-3665 BART MCGEE ----EX. w------ SAN SEWER (PRIVATE) SAN SEWER (PUBLIC) STORM DRAINAGE (PRIVATE) STORM DRAINAGE (PUBLIC) .' --48C -" EXISTING CONTOUR STEVE GRAHAM w CONSTRUCT DUAL CHAMBER CATCH-BASIN PER DETAIL CONSTRUCT DUAL CHAMBER CATCH-BASIN PER DETAIL /8 CONSTRUCT SEDIMENTATION MANHOLE PER DETAI 8 C6 C6 CONSTRUCT 8" SCH. 40 PVC STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 8" WITH TRACER WIRE WITHIN 5' OF BUILDING. CONSTRUCT 4" ASTM D-3034 PVC STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 4" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. CONSTRUCT 6" ASTM 0-3034 PVC STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 6" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. CONSTRUCT 4" PVC PERFORATED SCH. 40 CONTINUOUS FOOTING DRAIN AROUND PERIMETER OF BUILDING, PLACE LEVEL. PIPE NOT SHOWN FOR CLARITY. CONNECT TO 4" PVC SCH. 40 PIPE. CONTRACTOR SHALL COORDINATE WITH s.u.n. FOR INSTALLATION OF NEW 1" WATER METER. THIS METER SHALL REPLACE THE EXISTING WATER Mt 1 tK WHICH PRESENTLY SERVES THE EXISTING BASEBALL FIELD. CONNECT 2" PVC PRESSURE PIPE TO PROPOSED ~"s.u.B. METER. CONSTRUCT 2" PVC PRESSURE PIPE. CONNECT TO EXISTING PIPE STUB AT 5' FROM PROPOSED STRUCTURE. CONNECT 4" PVC PRESSURE PIPE TO CITY OF SPRI.NrJ.FIElD WASTER WITH INSERT-A-TEE CONNECTION. CONrRACTOR RESPONSIBLE FOR COORDINATION WITH CITY OF SPRINC.FIELD FOR ALL WORK. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY. CONSTRUCT 4" PVC SCH. 40 PIPE. CONNECT TO EXISTING PIPE STUB AT 5' FROM PROPOSED STRUCTURE. PROVIDE THRUST BLOCKS AS PER DETAIL f6'\ CONSTRUCT WATER VAULT AS PER DETAIL rT'\ \W \flU CONSTRUCT 314" PVC SCH, 40 PRESSURE PIPE wi TRAP PRIMER. CONNECT WATER SUPPLY PIPE TO BUILDING PLUMBING SYSTEM AT 5' FROM PROPOSED WORSHIP CENTER. (T) PROVIDE AND INSTALL DOUBLE CHECK VALVE 1" BACKFLOW WILKENS 950 XLT PREVENTER, AS PER DETAIL \fl.' PROVIDE AND INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER, AS PER DETAIL m PROVIDE TRENCH AND INSTALL UTILITIES AS PER DETAILM \W \fY CONTRACTOR TO INSTALL (1) 2" SCH. 40 CONDUIT WITH PULL STRING WITH LONG SWEEP 90'S FOR QlfES7' COMWNICAJ'IONS. COORDINATE WITH Q/fES7' COJfNUNICAJ'IONS FOR INSTALLATION OF QlfESJ' COMlfllNICAJ'IONS CABLE. CONNECT CONDUIT TO BUILD/NG. COORDINATE WITH BUILDING CONTRACTOR. CONNECT CONDUIT TO EXISTING f;/fESJ' COMWNICAJ'IONS PEDESTAL. COORDINATE WITH f;/YESJ' COMMllNICAJ'IONS FOR WORK BEYOND THE PROJECT SITE. - - -- - E.x:. G- -- -' - - - IlLI IN V: 475.00 DENNY WRIGHT T- C STEVE GRAHAM GRAPHIC SCALE 30 0 15 30 ~ I I ~~ I I ( IN FEET ) DENNY WRIGHT (541) 736-1010 60 ( ~ (541) 726-2294 (541) 726-2293 (541) 434-7690 (541) 228-1884 (541) 434-7691 (541) 228-1883 FIRE AL GERARD GILBERT GORDON TOM HENERTY EXISTING BU/WING TL. 4519 CD ~ EXISTING DITCH FLOWLINE CABLE (COMCAST) DICK PERSHERN , PROPOSED BUILDING o. GENERAL CONSTRUCTION NOTES @ PROPOSED CMU WALL CONTRACTOR TO PROVIDE 4" SCH. 40 PVC CONDUIT FOR 10' VERTICAL FEET ONTO s.1I..R POLE #61073-40. CONTRACTOR TO COORDINATE WITH s.u..R ELECTRICAL FOR INSTALLATION OF BANK OF TRANSFORMERS TO BE INSTALLED ON POLE #61073-40. CONNECT TO BUILDING SERVICE. CONSTRUCT 4" PVC CONDUIT FOR ELECTRICAL. PROVIDE 4" DIA. SCH. 40 PVC ELECTRICAL CONDUIT. MARK STUB WITH PRESSURE TREATED 2x4 STAKE. CONSTRUCT 2" DIA. PVC CONDUIT FOR LIGHTS. SEE ELECTRICAL DRAWINGS FOR REQUIREMENTS. CONSTRUCT LIGHT FIXTURES AS PER DETAIL m LIGHT FIXTURE POLE HEIGHTS: 12'-0" \g}) CONSTRUCT LIGHT FIXTURES AS PER DETAIL m LIGHT FIXTURE POLE HEIGHTS: 20'-0" \g}) CONTRACTOR TO INSTALL (1) 2" SCH. 40 CONDUIT WITH PULL STRING WITH LONG SWEEP 90'S FOR COMCASJ'. COORDINATE WITH COMCAS.r FOR INSTALLATION OF COMCAST CABLE. CONTRACTOR TO CONTACT NORJ'lfR'ESJ' NATURAL CAS, GREG STIFFLER (541) 342-3661 EXT. 8376 TO INITIATE A SERVICE ORDER. . CONTRACTOR TO PROVIDE TRENCH AND PLACE CONDUIT FOR NORJ'HlYEST NATURAL CAS. NOR7'lfR'EST NATURAL CAS SHALL PROVIDE CONDUIT TO CONTRACTOR. NORTHTfEST NATURAL CAS SHALL INSTALL GAS PIPING & MAKE CONNECTIONS TO MAINLINE AT THE RIGHT-OF-WAY & TO THE EXTERIOR OF THE BUILDING. ,. CONTRACTOR SHALL NOT PERFORM WORK WITHOUT INSPECTIONS WHERE INSPECTIONS ARE REOUlRED. 2. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFfiC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTC), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, "SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES", CURRENT EDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY & HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSiBLE FOR ANY & ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION & MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE & AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDlA TEL y. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTlLl1Y SERVICE WILL MEET THE INDICATED PIPE SLOPES. 5. SITE PLUMBING SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE AND MANUFACTUREH'S SPECIFICATIONS. 6. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS AND FIELD LOCATION OF SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. 7. THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. EXISTING PARKING STALL STRIPING ~ @ @ @ @ @ @ @ PROPOSED PARKING STALL STRIPING PROPOSED CROSSWALK EXISTING SPEED BUMP IH201 [RJ CD +- ~ .u PROPOSED LANDSCAPE Dlw: TFC: BORE -2: TOE: TOP: FL: @ DENOTES DRIVEWAY DENOTES TOP FACE OF CURB DENOTES GEOTECHNICAL BORE HOLE LOCATION AND NUMBER DENOTES ELEVATION AT TOE OF RETAINING WALL DENOTES ELEVATION AT TOP OF RETAINING WALL DENOTES FLOW LINE PROPOSED RIP RAP 121 1# TAX LOT 4000 .. I ~ C/) ~ ~ ,-J., E-t ~ J;JQ ~9' "'\.Ii .11;,0 , ~IfC . E-t tI) ~ to ... ~ \ EXISTING DECIDUOUS TREE EXISTING CONCRETE PROPOSED CONCRETE EXISTING GRAVEL EXISTING GROUND ELEVATION EXISTING FIRE HYDRANT EXISTING IRRIGATION OR WATER VALVE EXISTING WATER VALVE wi WOOD BOX EXISTING CATCH BASIN PROPOSED SEDIMENTATION MANHOLE PROPOSED CATCH BASIN EXISTING MANHOLE EXISTING SUPPORT POU: FOR OVERHEAD WIRES EXISTING GUY WIRE EXISTING HOSE BIB TAX LOT NUMBER SUBDMSION LOT NUMBER EXISTING ELECTRICAL METER EXISTING BUILDING POST EXISTING BLOCK PLANTE/? BOX wi CHURCH SIGN EXISTING MAIL BOX EXISTING IRRIGATION CONTROLS EXISTING WATER METER EXISTING TELEPHONE PEDESTAL EXISTING POLE & LIGHT PROPOSED POLE & LIGHT PROPOSED REDUCED PRESSURE BACKFLOW PREVENTER PROPOSED DOUBLE CHECK BACKFLOW PREVENTER PROPOSED FIRE WATER VAULT PROPOSED SIGN PROPOSED ELECTRICAL JUNCTION BOX .;.:. CD . . Z o i= 0.. Ulii2 Zo O~ Vio -z >0 L&J- o:::!!! > LaJ ~ w ~ o ::I:L..J U:::> ~Z :::>L..J ~G>Z ~ ~O ~~-.J~ Uj::~O::: O-UO 0-.-<(0:: :ictl~ci Z V)L..J~-.J :5 ki~OO~ a... -JO............"la.... -. !::: ~ V') '-I ~ Z >- I-~ OL Zi::r-- ~~~~Ci2 ~~ "-')..........~CO-<..>I--- ~ZtJ~V') ~::> 0... 0 - (.) ~ ...... Ii ~ G>~ Q ..... II:! Co) .. t o S ~ S <::I .... 0.-4 G> U Q,) '; ~ =s O"J .-4 l:n ~ C> C":) r- 0) =f:: 0.0 tt.O C\! f I o~ , .. r- S- ~S l:ne ... b.C ~ -l""'4 ~ (1) (1) d -l""'4 Q.f) ~ ~ rl , .4 <:.) ~ cd ~ ~ ~ r- r- ~ 0) = o +>tt.O Q,)Q,)r- QQ Q,) ~ C":) t~~C:8 "'=', -,=-(0 ~.~ ~ ~'b'.or-- ~~Cl- as ......-4 Cl)C:>~~ ..... ..... Q...o ..... Ct') l:n _ DATE 1 MARCH 2010 SCALE DRA WN BY DESIGNER 1" = 30' CHECKED BY PROJECT NUMBER SHEET NO. C5 tf 09-077 JLB RF ~ ~ o 8: a.: ~ >- (.) C5 C) ~ - c C'J t;j to ~ ~ ~ in S; ~ ltj tt.O .~ t ~ . - ~ Co) ~~ o (.) .OS b.O 0 $:1 Q,) ..... ~ ~ . q) = q) 0 $::1 . .... ..... ~ bAl ~ $::1 ~ ~ Q.. ~ m ;~ ~ . ~ ~ .a ; ~ b l:n . ~ . .... U OF ~ of / g pOtJes . LANDSCAPE WITt' . LANDSCAPE WIT! 6" X 6" EXTl~UDED """" ' . 6" X 6" EXTRUDED 7 CONCRETE CURBING SECTION TO, PSOIL. .. . .... ,. CONCRETE C. URBING SECTION . T.OPSOI.l " OVER P.C. CONCRETE . \ / \ 'X r\ 1 .... OVER P.C. CONCRETE ~ L \ 'i..1 ~ \ 1..- ~~J~~:'~iD~.WAL?\, /,1 \1 ~V'---..~" ~iRP~if~ENT~.. /. ,~~-). WITH BROOM FINISH l' ) '. ..... \ \ ,,'~ . ~~~V~W~)~ - { , ..' .. .~. . -V~"Y~"~- ;~~. ~..', '~,~r " 'Y~-/$.~ .. L. .'. .' , ,~. '~'r),.LJ.lrh\'/~'-4tr.'" t-v~ , ~.<<<:~ ~:2~~~~ ~V/>" ~~' )r~H~' /'\:f/.'0l ~~~'<;f>"Z>,,~~;Y:;,,""~~";~. 0"~, ~'<;t ~~~Y>~~'<j>>y~r~>,,- ~~ ~////// /):Y:/;Y///~//// /////Y/'/Y/ / ////'/ /Y////'///Y/>',/ //Y/)~/A , ~~<~<:"i):!/"V~'::f/~~':.~~" ! (,,:<;"~<<;::!!/<<f~~<'V~{~'\{ />>/~~~;~/~~>>'>0/;v<< . /~~>;>;)jv;~~~\:>:)>)~~~~'50 ~<~~.~:(\Y~Y(~~..X<~.~~~/ '. ~~0.'~~~'::::".<>"<<:~~~~'0 ,/ /'y//" //V/', //\- /)", //')., /, }..';/ / /" /ij'''y)'/\- //,;)'/'0'::>"\/:;'')\/ /~/>J <{.' "<<</.A"/A~<'.///~<<X<~.<<~.<Y>~~./.'<"(A<<.'< ,"',,(A:"<~<~<{<<~~(.<''v<<) ....."', "c"-:\ \. ".;:-.. ""'f:, "", .. "~ '" ,",,~...;;Y;/ ~~2:>...".'::. ", "'. v~/........~ "; "00:..Y (6") 3/4"-(0) CRUSHED ROCK. ~. , CRUSHED ROCK ~ ~ C,OMPACTED .AT 9.3! SEE DETAIL (J;)1.. ". RELA TlVE COMPACTION C6' MODIFIEl> PROCTOR F 3" A.C. PAVING ...... J . . 3/4"-(OJ CRUSHED ROCK, COMPACTED AT .931 RELA TIVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE AT 93! RELATIVE COMPACTION MODIFIED PROCTOR; COMPACTED SUBGRADE . AS PER GEO- TECHNICAL OBSERVA TlON COMPACTED SUBGRADE AS PER GEO.; TECHNICAL OBSERVATION (];) tfe ~4.PNG SECTION . ' Qi) 8~~:: N.~ET CURB AT SIDEWALK 1& LANDSCAPING CAST IRON FRAME AND COVER - A. . RISER O.D,' f. FINISHED ADJUST TOP TO MA TCH FINISHED PLUS 1/2" MIN. GRADE - - GRADE 2/1 MIN. :: :::::::::::: :::: ::lr--.~l~,-r~- {f :::: ::: :::: ::::: ::::: ~ ;t, 1 ;'.-- -------- ---------- ,...\ ~ ,,"1,\ \\ \\[ ~ \---- --- ----- ---- ----.. ~~J~~~~,~~~~~UH~.~~ 1L- L_~ lfJFg~~~lt},i~ <0 51 ~ J~~\.., ,l{ to.' ,,: "~'. ~. ~I ~: .,' ": "f.")r':'YC\I~::?O:c,-O(': ')~?:(:} ~ :>:;~.:'> ~l t\t->.:~~: "'.:-i=)L:t~~,f::{]::t'~' ~'~1\. .r ,'. ,'<X 1 t\l .,' ;.:. ..,C:.",1' 'v'~-<()c~ , '-~~5~P2?'~~'~~BY~ \, t:12i~L}~~"l~':J~" PROVIDE 1/4. CLEARANCEfj-::::& 'i~:;:'~4'''\;< \~v-',r~\,'-1'~'f"'t BETWEEN CONCRETE PAD AND RISER PIPE. 4 HOOP CENTERED 4 11 IN COMMERCIAL GRADE CONCRETE PAD (WITE-fIN TRAFFIC )\REAS ONL Y) MIN. - -- MIN. - MECHANICAL COMPACTED 3/4#-0 CRUSHED ROCK :: ~ t BEDDING (SEE TYPICAL TRENCH DET AIL) UNDISTUHBED SUBGRADE NO TE: I. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MA TERIAL TO MA TCH CARRIER PIPE. (4- MAX SIZE) 3. ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCTRETE 4, PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE @!Z~?f~ CLEANor/I' 4" THICK CONCRETE l. SLAB / ./p / 'I:> '~ 6" ROUND GRA TE r r 6" SEWER AND DRAIN RISER PIPE ::J... ~ · ---- ' '.f. ~ f!,' . l> 1> A- ~' ~ I> 6" TO 3" SEWER P AND DRAIN REDUCER \ . /r- ) ,-- , tr' \. v ROUfI)GRA TE WITH SEWER AM) DRAIN ELBOW ~! (i)!!!!.TZIYD AREA DRAIN DETAIL "/' . SIGNAGE A T HEAD OF EACH SPACE. , . MOUNT BOTTOM OF . .... SIGNS AT 84" +/- 3" ABOVE PAVEMENT AT EYE-LEVEL. SIGN,"" CONCRETE . " ;- WHEEL STOP ......sL. I . ,TYPICAL I -~~OO\TYPf ~\ . _ 6'TYP, ~_ L 2' TYP TYPICAL \ a'~ r .... COLOR' . 7 ~:w @@ "~ @ @ @ :: ~ ~ v@@@ ~ o - ~ _v @ @ @ ~~ Romp width Var. ~ PARKING WIlH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UNDER ORS 811.615 , i VAN ACCESSIBLE II WHEELCHAIR USER ONLY " " Curb . 0.4- 1- / t ro'\ \2./ , ., ',I:L- (\J~ .'-' 0.9- I '" 0.2- IT ~ B' 0.9' STRAIGHT CURB SECTION f'c: 3.500 PSI CONCRETE. '\ SIDEWALl< OR TOP SOIL 12" L I . I " '''-;:; . f . ", I " I' I " !' ",I . <I' I \ . ! j i I I I I! . I !! [ !' 1, 6" , I ' . fl' I" I. 'I !' I .' , . -: ! 1 I l !. II i !! !. I ! I I I I 1 I,' ~. ~~~. . . _ .,' A lli,~l 1 ~~~,~ Y,~~~* ~~.~)"'~~ ~~. ',..' "-'1'0 A~' , ,-1:.-" /(<;/.~/..(</'<>/\~>'?:>/~1/' ,\.~1'. ,:'"1!. -<>"':-->~,"-.. '\:,"'\"""--("-.. '\" . /- ;/ \ '~r/~..';;'I"'r--:,'//\-'/ )\.)//"~'9::/'''''//'\..'''''/^ /,,~~/,~<:~ /<<1<<: w~~<:<:<;f:0<<<~<{) r/~"%/>>>/ ,//~~ /); v>,,'.)" ~vX'./%h'y/>~\%/^//^,/^.j;i-. /"/,',Y/,//// "'///'/-//////'// /,/ "//~/)?" /<v /,,"-<'.A ~/'","<.. ::;" Ai)UV/ ,,",(><,-< /'. "<. /"',, /<~ / '-, /""-"'/......,, "/"- ~'/A: . ~ Y'~.". ~"-..,>"........ ,,~ ""'>........" >->>>> /)://>//\... / Y/ ,//';-y/// /~V/'Y //'{/'/ ;(?~",'0:'< <,-<,< \<:<--~". "< "<'<<<,-'\(:f~~V'; /,....;.'>'\. y /~..../ Y:"'" \- ~ '\/)"Y/"Y);:/L.~ /(,~'/.///< // ~.~//.'~' ."~. ;"'./X',//X'<'/>.~/ V' /,,{'\../'<!>-'''- '~Y';::\"1-...", \r" \- '" ~:........' ~~~;..y -----6::z />-. / /~ L~, -,-. . SITE PAVING (SLOPE TO DRAIN PER GRADING & PAVING PLAN) SUB-GRADE COMPACTED CRUSHED RocK PER DETAIL (J;) USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM CONCRETE WHEEL STOP THICKNESS OF 15 MILS (OAMMJ ~ WHERE SHOWN ON PLAN 9 /' CURe ~ (!) N...- 1'.':':'::'.-:'::':':':. '::' :'::.;.:'::':':-: ':':-:.:-:::': i '.-:':J V:,, ':':':':-,;:::: :':',,' :':' ::-.-:' :.:'::, .:.. ,.: ":':.,:-:,' I ~ (!) ~ ~ a: ~ <J.: a: Q. ~ Q .-. a: () <J.: <J.: ~ ~ ~ 0 (J) () o 0 I I ~ ~ 6" . @ ~.r!ftL CURB DET.AIL 6'-0" TYPICAL '-4" STRIPV TYPICAL c 8'-0" STRAIGHT CURB SECTION SITE PA VING (SLOPE TO f'c: 3.500 PSI CONCRETE. DRAIN PER GRADING 6" & PAVING PLANJ 2\. ,.,', I , 12" '\ ~~~wt~t OR . , , I I 'I' /' . <JI - ! ! I I ! j , I! 'I I I '\ ~ . 6" I I II Ii " I " :'.'. ~.\'" ,. 4 $1' ~l/..... ,C.J" ~"~\ V. ~!'\/"vz~'\'~/. --" ~...., .' "~"-./" V"'" 7"'........7"'''-.7'' ........7 l:f~1;?~~"" A~' .. ;;~:z<<~:?C~~~ ~~/v~ V/ '/'l'/0>~'~~~).v)V~>/>X ~'''~'~-:: '~0~,':'-);Y<~',~. ~~~~~f~~W.~V~.' ~/ . <~'0~~~~>0<~~y~!f;/r />:~~~~ >V-/ //,//))~~>0/~~~ ~~<<~.~ ~~~~~~~ b /~/0Y:~ %')->~"/;/>>'~/~ <........~,>>~ ~~~~~~>-v> \ COMPACTED CRUSHED ROCK PER DEl AIL (J;) 12" X 6" OPENING . 12" - j~~, ~~~WAGE : ~ / I I I I , ~ SECTION Q-a G) ~!fl!T!ffL CURB DET.AIL APPROXfMA TE 4''-01 co ~ () ~ USE AASHTO M-248. TYPE N. AL.KYD-RESIN TYPE (OJ~ APPROVED AL TERNA TEJ. TO A MINIMUM WET FILM Th~CKNESS OF 15 MILS lOAMM) .. - COMPACT SPACE STANDARD SPACE 9'-0" (/O\PAR[(JNG SPAr:E DETAIL W SCALE' N. T.S. TYP'T,.,j T 'l'PVII'TTDP PAVEMENT STENCIL WHITE. , l.l".lI.I.I 1..IiJ1l. Ul.I..o. . BLUE BACKGROUND AND BLUE- PA'lTERN tt TRUNCATED .' PAINTED ~URB OPTIONAL m, 76, DOME DETAIL m,DISABLED PARKING SPA.CE DJiJ'1VL ~ SCALE" N. T.8. \f2) SCALE' N. T.S. STANDARD MANHOLE- FRAME AND GRADED COVER /<!::/<~~ ;....,\'\;-., ""-",, A ' . ~~:: ".. ;' .. ';-- 8" SEWER AND DRAIN RISER PIPE v ROUND' GRA TE ~\ \ d <1 r 4" THICK CONCRETE \ I ~ ~<J /\ A / [1/411 BEND SEWER AND DRAIN ELBOW . ) . 4" STORM I SEWER AND ~ . ,DRAIN PIPE l"D~.. 6 7'../ I' --') ,.1, ,t.'..) c~ .... . 1':-' , >-{,.'1"-"...."\ V ~. t);. , . ~-<fv~CL/1... .....,.. /~ -- ,1,0 ,~ "'I-'rr-- Y[' Yr'i 'kC{~I~~~r~ -.(' c~l'~..1=-l'->-r{'~ '1 "-')..f - 1'-" i--C;, . ;; '.1 :rM~"'~:( ~~:~~~/4- ~~~>-'4-i }/_.J c"L,zA ",J. , COMPACTED CRUSHED ROCK ~ v 8" TO 4" SEWER P AND DRAIN REDUCER \ I ',. '\ \ r FINISH GRADE ~//</~'Z(/('<0. <"< r '-,'-;;,,\ .:-.." ;-.,'\'-.;. 2'-1 " ::- ~'L :~U:O:SA~~~:::~~~TlC tI: 36/1 MIN. .:~ ~ r FERNCO 1006-1010 FLEXIBLE -"- ~ COUPLING OR APPROVED EQUAL r=, 7. .' k" SEE ~HEET C5 FO~.-r f/ . .' I PIPE SIZE 1 K~ -:1 1 "- 'tw, .. . .. ""'-- 8" ASTM D3034 SDR 35 . \j v PVC 900 SHORT-RADIUS ELBOW NOTES: ;;:: ~ ~ ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ALL CONNECTION PIPE SHALL HA VENUEA ':: FLEXIBLE JOINT WITHIN 18" OF MANHOLE WALL .' 5" -- , " ROUND GRA TE WITH SEWER AND DRAN ELBOW INSTALL MANHOLE BASE ON 6" (MIN.J DEPTH OF 3/4"-0" CRUSHED ROCK SECTION A-A . (!J;) l!f!E~D AREA DRAIN DETAIL ., @ 8!!!.{~~NTATION MANHOLE mPAIN'./'ED ARROW W SCALE' N. T.8. t- 8'-0" -t WALK OR CURB ~ ~ -~r TYPICAL \,~ ~ - 2' TYP. USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE), TOA MINIMUM WET FILM THICKNESS OF 15 MILS (O.4MMJ M CROSSWAlJ( PJUNTEV DETAIL ~ SCALE' N. T.8. t WITHIN PA VED AREA OUTSIDE PA VED AREA r UNDISTURBED SOIL ....... ....... ------------------------------.--- , - ---------------------.--------_._-- I" I ,.7--0":'~'\Y /~'/~ 1 ..-<~~~Z.l~~'~~ ~"~0-Y'~ //V/;;::;:<"V /';y/' /'y //' />//>Y'/)y I)(/,V,,:<; <'V,,-"'(--'04','< /~-<<:<:</ ' iX/, ,,/" '....)) ',,-/, \/~ '-v"-." )... ,/''' ':-.//)/ /p/'';y/)y />/ />./ ' './;,,-"'V',,-V<'</'''-' , Q:: " ~"-." ," 0 W " lI..~ .-J ~P:: ~!.U ~ b~ IY) PAVING STRUCTURE ~. ~ COMPACTED - NA TlVE BACKFILL i , 31 MIN. BEDDING t t L 6' MIN. PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE. PIPE SIZE AND TYPE PER PLA NOTE: A T CONTRACTOR'S OPTION; MUL T/PLE UTILITIES Mt\ Y BE LOCA TED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPL Y WITH LOCAL AND STATE CODES ON UTILITY SEPARA TlON REQUIREMENTS. HORIZONTAL SEPARA TlON BETWEEN JOINT TRENCH UTILITIES SHALL BE 12' OR GREA TER. ., (:J rr!{~1L TRENCH DETAIL DUMMY JOINT - - ) 1/4" DEEP 'V'. .GROOv'.'E. , 6" FROM FACE OF CURB. o 1/2" RADIUS TYP, 7 6" t <i: :'. v,,,', '<1"';', ': ,~', '. ,~ . i2" or -II , ' ,'.r '4 ". , ' ~. 1'" ':. '. ;. ':' ... .. : ' 4':' " ~ .:..," PROVIDE I 1/2" DEEP. . '\ 4" THICK P. C ~~N~~~ ~~~T [ CONCRETE 'SiDEWALK CONSTRUCT J. O. fNT WIT.HHll.N'Nj . . . WITH BROOM FINISH 6 HOURS OF POUR / . . .".U,.' ; ~ ',' ',~, ','" I> ',' .: ." (6"J 3/4".(OJ CRUSHED ROCK .' '. ,.', ' , ~. '1>. :', ,\)0, ~', ", . ",'tt. '~.1\ \).,..'Jt.a, COMPACTED AT 931 .....'- ' " ...... ." RELATIVE COMPACTION . ~ MODIFIED PROCTOR f <- ~~/'0/>~~~\>7>g ~~~)0>>>>~~' ~~>>>><<~~Y2~ ~~'0"<f'0~~~::~ I :;. o /2" -, ,COMPACTED SUBGRADE AS PER GEO-TECHNICAL OBSERVATION Sf:CTION a-a ....0.- 9" - - SECTION b-b i (6"J .314"-(0) CRUSHE. D ROCK, COMPACTED AT 931 o RELA TIVE COMPACTION ---, MODIFIED PROCTOR l> ," ' , " ,,"\. ,..'~: '~"1 ~~y/ ,,~,f. .':"",:-,."ti. ',,' .:~.' <~~ ~.."'-~ ~W~~ UNDISTURBED .SOIL ~~)Y /,,-:-\ ,,--.( /." '\, '\ ~. 1- V '!J<...V(~ >>>>V>y)~j~>~S>>:YM~~Y~ I " ~<<<:~~~~*. -.Ja~~~>Y~ ~ COMPACTED SUBGRADE SEC TION c -c .. .. AS PER GEO- TECHNICAL OBSERV A TJON . ~ GJ f!!/J.C!!1.I'JiJ "AlJ( PA '/NC SECTION - i .-J EXISTING AC. PAVING I -- = -, (~,.~,) rp.-. tv,o;('{. P-'D--'""'.\-;i.l .J~.~ {-o '" rJt,"'f""V)--;E, d,",~ ( :.t~~""~~1 ;- c.l "J> \)-,),'~1 3.,,,..,..'-.. i - '. I ,i ...." r 'p 1 l,lY)-.,-,. \>-'')) 10" 3/4"-(0) CRUSHED ROCK, - --C. ,'J:o:~~,''<~1''{{:;(~~~ t".} EXISTING CRUSHED ROCK COMPACTED AT 931 :. )'l="~M~.M:~n'111.:--)JJ:1 RELA TlVE COMPACTION ~~~~"\ >;:~)~;\:'~>>:~):~>>~>~::?>>>:<>< MODIFIED PROCTOR ~~'fj/(~"<<:'\: '!.~>(,'Z(,:>/~~</~<(.(<</><&'<; ~ f/)';Y/').~?>, :),>....,'>/>~';>'>,\>~)",;-... - '>" ~~<.,/:.:'</ /P~ COMPACTED SUBGRADE AT 931 RELA TlVE COMPACTION MODIFIED PROCTOR. 3" A.C. PAVING \. '", b _I - ~ ~ ~ o 8: Cl.: '0::( , CJJ !!!:!~~ ASPHALT PATCH DETAIL REMOV ABLE O~. AND GREASE j' FlL TRA TlON SYSTEM (WHERE SPECIFIED ON PLANS) SET RIM FLUSH ' TO FINISHED GRADE I I ; rHEAVY DUTY BICYCLE-PROOF . GRA TE ~ LOCKABLE COVER ~b .d I " to / , ''FERNCO'' CONNECTOR ENGINEERED FILL 3" MINIMUM COMPACTED 3/4--0 CRUSHED ROCK BEDDING MANUFACTURED 10 GA. ASPHALT DIPPED STEEL CA TCH BASIN 24"x24" COMPARTMENTS · UNLESS OTHERWISE NOTED ON PL.ANS rJ;) Ill! AL CHAMB~'R CA TCH -BASIN TYPE '~" b -....: ,l REMOVABL.E OIL A. ND GR, EASE ! FIL TRA TlON SYSTEM (WHERE SPECIFIED ON PLANSJ SET RIM FLUSH / TO FINISHED GRADE . . I I 1 rHEAVY DUTY , BICYCLE-PROOF .. GRATE ~ LOCKABLE COVER k . 2" ~ fNLETPIPE ~-.1 :2 (SEE PLANS FO~ ~ -- '- ~ SIZE AND DEPTH) ~. ~ , .--;> to ~ 1 GREASE TRAP WITH HINGED CLEANOUT LID · UNLESS OTHERWISE NOTED ON PLANS (:J Ill!AL CHAMBER CATCH BASIN TYPE. "B" ~ CD .. Z o i= Q. U')C2 Zo o~ - 0 (I) -z >0 l..LJ- o::~ -> I.&J a:::: ~ ~ o ::tlaJ ():::> ~Z Ck::x:Lu laJU>' ........ ~ ~~-J l.> i=: ~ Q:: - QUO Q..<{O:: - J-- J: Q:) ~ ci laJ (/) -<--J- laJ Lu~I.. :r: ~O:::CO~ (/) -J 0 -..... U La... · · ~~V) ~~---.I h I---LO~~~ ~.~ V) ~ 0:: Ci2 ~ ~ L.u :<:C 0 Q ~ u L.u ~:Z:Laj~V) t3c a... Q ::;. ;S; :2 - J;f/fr ~ ~t~ ~ 5 \\ ~ ~ t9 ...: co a:i !ii)~ y~ , s:J~~\.. q~ ~/~ :y:~gs o.....~ ~~ cSJ.9)tj . Q ~ ...... ~ ..... ..J 0 00 g: .~:3 ~ I: ..... (.) 0 ~ ... ~ t:tI) N ~ sa f c:b SoOt'-- a 0.... '" t'-- ~~~~~ CD t'-- .s ~ 0 rn~oo~e - 1 ~ ::;. ~ :2 ~ ... bf) ~ -~ ~ Q) Q) ~ -.-4 bf) ~ ~ ("4 ,.."'"'' .1 c.> ~ cd ~ m @ l'- t'-- ""'1:11 t"- o:> ~ o ~t:tI) ~ ~ f ~ t~i; "'C:f ~ S - ellS 0 .~ ~ S ..... ~ ~ ...... C"') 00 _ DATE 1 MARCH 2010 SCALE DRAWN BY DESIGNER AS NOTED JLB RF CHECKED BY PROJECT NUMBER SHEET NO. C6 rL{; 09-011 OF SHEET(S) ~ ~ i 8: "< >- (.) ~ C) "< t:tI) s:1 .~ (1) t := 00 . "; (.) a .~ 0] () Co) .~ bI) 0 J:I 0.> ..... ~ ~ . Q.) s:1 Q.) 0 ~ :+3 '61, ~ ~ 0 ~ ~ ..d l'n () ;f dt: as . J.4 l'n ~ Q) tt ~ : ($ :: .5 tZ) . 1a .... ~ 7 ()f f8fJOje> SCH 80 ELLS lYPICAL LOOSE RING PVC SCHEDULE 80 FLANGE WITH BTAINLESS STEEL BOL TS AND NUTS VAL VE BOX CARSON 2436-18. PROVIDE \ ..' ' BALL VALVES (2) STAINLESS STEEL LOCKING BOL T AND w\ I r BACKFLOW PREVENTER \~ \YM1JW\'~ WASHER. SET FLUSH WITH GRADE. j11EI~11 I~ll~ I I -1l1~111--lIEIlE STt=: - _ fEll . ' .', - ~~a~m~IT =1 IT=f! Ffff.::':=tTI1illf{r' , ,l~ill9T. GEOTEXTILE FAa,' RIC A, T ~ " 3-4' IT =!l:ffiill= BOTTOM OF BOX AND -31~Urm COVERING ANY HOLES ~ I ~'" ~m:M1I f' IS] ::::: MIN. 2" BORE- .:!:rr~::;;lW=:!lIldlEf~ i . ,'_ ~tkt.llllM:rr,r!!' ~~~IE,PE/'tJ~E ~~JJ/' '~'f~TT. SUPPORT .... 7::~'~III_TTt,~ '\-,'r~,'", BRICK SUPPORT ~H.J# c~ ~) "1t=J1T! _ BRICK :i!~llI~d ~JJ.f: ~ _ ~ ~, .' . -'n,. -=L m~l- // /7; 'L . 0 /// /7:TT~ rum F,L .:C~% ~~,g~. ~~~{~ !Wk.II~~-O = \~~!!]1I~1~\Ji f-TIi;J;,~ .~lMfrr=,!lIffil::!:!fMl:4T1Jl1 rrU f ~cJTI:~P"jIl~ff~ P7:..JLJl I INCOMING S,CHED.ULE 80 ], . "-ILALL. PLUMBING FROM METER TO PVC PLUMBING BY . , THIS ELL TO BE SCHEDULE 80 PVC LICENSED PLUMBER ' .' '3/8' X 3/16' WASHED ROUND COMPACTED/UNDISTURBED EARTH ROCK MINIMUM 4' ,DEEP NOTE 4 ~ ~0686ln. :Q :Q :Q ?::J /NOTE 7 I ~ 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION APPROVED BY SUB FOR THEIR RESPECTNE SERVICE AREA, AND SHALL BE ABOVE THE tOO-YEAR FLOOD PLAIN. 2. REDUCED PRESSUREBACKFLOW ASSEMBLY (RP) SHALL BE INSTALLED HORIZONTAL AND PLUMB, UNLESS SPECIFICALLY APPROVED FOR VERTICAL INSTALLATION AND, a. IS RECOMMENDED BY THE MANUFACTURER FOR VERTICAL INSTALLATION, b. IS INSTALLED VERTICAL AND PLUMB AND, c. APPROVED IN A VERTICAL ORIENTATION AS LISTED ON THE CURRENTLY APPROVED BACKFLOW PREVENTION ASSEMBLIES LIST SPECIFIED BY OREGON DEPARTMENT OF HUMAN SERVICES. 3. ALL CLEARANCES PICTURED APPLY TO OVTSIDE, IN BUILDING, AND VAULT INSTALLATIONS. 4. RP SHALL BE WINTERIZED AND/OR PROTECTED. FROM FREEZING. RP ABOVE' GROUND ENCLOSURE SHALL INCLUDE INSULATION AND/OR HEAT SOURCE. 5. RP ENCLOSURE SHALL INCLUDE A BORE-SIGHTED DRAIN TO DAYLIGHT CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE PER OPSC TABLE 7-4 (LENGTH OF DRAIN TO BE APPROVED BY EWES, SUB OR RWD FOR THEIR RESPECTIVE SERVICE AREA). 6. COMPACTED GRAVEL OR UND/STU/i~BED BASE. 7. A DOOR OR OTHER ACCESS SHALL BE PROVIDED. 8. ALL ASSEMBLIES 2 1/2n OR LARGER SHALL HAVE VALVE SUPPORTS. 9. COVER MANUFACTURER "HOT BOX" MODEL HB4FN-D. 10. INDOOR RP INSTALLATION REOUIREMENTS: a. AIR-GAPPED DRAIN MANUFACTURED FOR THE RP MAKE AND MODEL AND INSTALLED IN THE ORIENTATION SPECIFIED BY MANUFACTURER THAT IS CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE; OR b. 2 TIMES DIAMETER OF ER':'ECTlVE OPENING WHEN NOT AFFECTED BY SIDEWALLS, 3 TIMES THE DIAMI:.Jt.ff OF EFFECTIVE OPENING WHEN AFFECTED BY SIDEWALLS. c. FLOOR DRAIN TO SANITARY SEWER CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE PER OPSC TABLE 7-4 ' HORIZONTAL AIR GAP INSTALlA710N ~f:.k"CAL AIR GAP INSTALLATION b Ii Z 2 : 3" ~ MIN .:: - yNOlE 5 \k- ., t" , , b ij' ~ tf ADDITIONAL CONSIDERATIONS FOR FIRE SERVlCES~ lJ ,. FIRE SERVICE ASSEMBLIES SHALL BE INSTALLED WffHIN TO' OF EWEB, SUB OR RWD POINT OF CONNECTION (GENERALLY LOCATED AT mE PROPERTY LINE). 2. ALL PIPING PRECEDING THE DOUBLE CHECK VALVE SHALL BE CONSTRUCTED OF POTABLE APPROVED MATERIAL PER opse TABLE 6-4 3. NO OUTLETS OR CONNECTIONS (INCLUDING HYDRANTS) WILL BE PERMITTED ON FIRE SERVICE LINES PRIOR TO BACKFLOW PREVENTION ASSEMBLIES. 4. ABOVEGROUND ENCLOSURES FO/? FIRE LINES SHALL INCLUDE INSULATION AND/OR HEAT SOURCE DESIGNED TO KEEP ENCLOSURE AT A MINIMUM TEMPERATURE OF 40 F (NFPA 8.16.4.1.3) 5. WHERE NON-FOOD GRADE ANTIF/i~EEZE, CORROSION INHIBITORS, OR OTHER CHEMICALS ARE ADDED TO A FIRE PROTECTION SYSTEM A REDUCED PRESSURE BACKFLOW ASSEMBLY OR REDUCED PRESSURE DETECTOR ASSEMBLY SHALL BE USED. REFERENCE: OREGON PLUMBING SPECIALTY CODE; CHAPTER 6 WATER SUPPLY AND D/STRIBUnON, 603.4.6.3; 603.4.6.4; 603.3.3; 603.3.4; 603.3.8; 603.4.18.3; TABLE 7-4 REFERENCE: OREGON ADMINISTRATIVE Jr{ULES 333-061-0070 (5) (12) (15); 333-061-0071 (10) ELEVATION o APPROVED REDUCED PRESSURE 8ACKFLOW ASSEMBLY INCLUDING FACTORY SUPPLIED SHUT-OFF VALVES: AS LISTED ON 1HE CURRENTL Y APPROVED BACKFLOW PREVENTION ASSEMBLIES LIST SPECIFIED BY OREGON DEPARTMENT OF HUMAN SERVICES. PLUMBING FROM ,THE CONNECTION TO POTABLE WATER SUPPLY LINE TO THE ASSEMBLY REQUIRES A PLUMBING PERMrr AND MI/ST BE INSPECTED BEFORE COVERING. AN, INITIAL TEST PERFORMED. BY A STATE CERTIFIED. BACKFLOW ASSEMBLY TESTER IS REQUIRED AT THE TIME OF INSTALLATION, AT LEAST ANNUALLY THEREAFTER OR MORE FREQUENTLY AS REQUIRED BY mE WATER SUPPLIER. COPIES OF COMPLETED It.::> I REPORT SHALL BE FURNISHED TO: THE OWNER THE WATER SUPPLIER (SUB) THE BUILDING OFFICIAL ' I' ' . I .. '" '"' I' I ' . I CHECK VAL VE BACKFLOWPREVENTER (};) r;g~~~~!E 7A//IJJ wi REDUCED PRESSURE BACJat'LOJY & FILTER (T'\DOUBLE \g) NOT TO SCALE: MNOT USED \g) NOT TO SCALE: 3" MIN 71 [== ( ) tlljJrC8 '(: --J ~~~I . .... ::; f PLAN /NOTE 9 "\ I ~ :2 ~NOTE 4 ~ zl 'h::e., I " I J~~/'~~~~,'.~1, '. ..5. -J l- - -J l- r:: _ -0- ',";'; -0- -0 ....-- NOTE ~ yNOlE 5 -'':;<':~0~~i: ' . ." >>j>>-~'0f;" '/~ %.@ b '>: ~~/ 4" DIA. _/ '~;,'l~~~~ >:>?~~' ~ ,~,'?,..,s-<.,<;,,<.c-:; ~ . Y' / :<<:,:<-/'Z x 2< NOTE 6 ' t-,,~ ....10 """ ~ NOTES: I. CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. ALL CONCRETE TO BE CLASS 2400 MINIMUM. 3. INSTALL ISOLA TlON MA fERIAL BETWEEN PIPE AND/OR FITTINGS BEFORE POURING CONCRETE BL OCKING. 4. CONCRETE SHALL BE KEPT CLEAR OF ALL JOINTS AND ACCESSORIES. 5. TIE RODS. SHALL BE DEFORMED GAL V AN/ZED COLD ROLLED STEEL. 40000 PSI TENSILE STRENGTH. (HORIZONTAL) (VERTICAL) BEARING AREA OF THRUST BLOCKS VOLUME OF THRUST IN SQUARE FEET BLOCK IN CUBIC YARDS TEE FITTING TEE. WYE. STRADDLE 90 BEND PLUGGED 45 22-1/2 11-1/4 90 45 22-//2 11-1/4 SIZE DEAD END PLUGGED ON RUN BEND BEND BEND BEND BEND BEND BEND AND HYDRANT BLOCK CROSS A-I A-2 4 1.0 1.6 1.4 1.9 1.4 1.0 6 2.1 3.7 3.0 4.3 3.0 1.6 /.0 1.3 8 3.8 6.5 5.3 7.6 5.4 2.9 1.5 1.0 2.3 1.1 10 5.9 10.2 8.4 1/.8 8.4 4.6 2.4 1.2 3.7 1.8 RODS FOR VERTICAL BENDS FITTING SIZE ROD SIZE EMBEDMENT 12/t AND LESS *6 30" 14- -16' #8 36. NOTES: I. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQU)\ TlON: BEARING AREA =:. ( TES T PRESSUHE / 150 ) x ( 2000 / SOIL BEARING STRESS ) x ( TABLE VALUE ) 2. ABOVE VOLUMES BASED ON TEST PRESSURE OF /50 PSI AND THE WEIGHT OF CONCRETE = 4050 POUNDS PER CUBIC YARD. TO COMPUTE FOR DIFFERENT TEST PRESSURES. USE THE FOLLOWING EQUA TlON: VOLUME :< ( TEST PRESSURE /150 ) x ( TABLE VALUE) ~".!m.. "'J./.lA-I P ;,....~ "IC:';-~~~:/': ", f A-2 -:IT. -=r IT_ -. It:t; ~ --c on::. l. &.,' ~~' -: J' m~F ",;.' - - ".' ,",: ' ~,'rtil!5nL!" I " .!,,c;. IF'" "" ~ T 17f-itiiTW~ -' rt!..\r?l CROSS j ,~ T '"'C ll. ' -f! fib ':"~lg. ~~l"', P ~.. ~ ,..,~. ~;',,~ ___ ~ ..... .t-. ...: '.Sill~~~ It:lt:: . 'T~'~~.4 .....mwr ~..",.L'_;~l;: y~~1~1 ~ l ,:,~,~ ....., ill ".J..~I!Wnt:~~~~::11~~~4 -~ ~d~TITiLtr ~1r1ADDLE BLOCK J ~ --c it I, ~ .1 t~~:~ -~ ~ , I':'; <, t . . ",;~f A I ~lliill~' 01:1<<) --c ~~' ~~ p . ~,:::;;: ~J ~ ~~'I::~";If:''-''~ ~fE.1iW1mL~~ . WYE ~ -~ 3//6 ( I L 3//6 \ ([YP. HSS COLUMN---....... :-- ~~1/4/1 CAP PLA TE PER PLAN ," A 1/8 1\ 'fJP -Y'- ~If~ I . ~;~O~ , ~, -~OO~N Vt:t11 tCAL ct:NQ ~ . ~11~- CROSS ):. m .. z o i= a.. (/)02 Zo O~ Vio -z >0 w- ~~ > w a:: W -I- <( o ::r:l.,J U::::> ~Z a:::J::L...J L,JU> t--.. -<{ ~~-J U i=: ~ 0::: - 0- UO- 0...-<:(0::: I-- --- Q) lu ~ L...J J:: ~C l&J V)laJ~-.J J:: ~O:::CO~ V) -t 0 --- U '--'- - .. ~~V) ~~--J J-' I-- II) ~ ~:r ~~v)"t0::: ~~ -, l&.J ~ 0 0- <..> l&J ~:z:L;:j~V) ~C Q.. (:) . Q d ....... ~ ...... ...; c::> rn ~ CPca O)r- ~ -s ~ r- ~ J.4 <:> ~ o ~ <> l~ eI 0...... ..r- ~QQ>e- ~ ~Q>c."? m~"S~O rn......rnrne ... b.V ~ .""", ;..... (l) (l) d -""'" b.V d ~ rl ,'" ,I." ,"I () ~ cd ~ m ~ (f;) rIfRUST BLOCKING (f;) [,JJ~_J/ING CONNECTION HSS COLUMN PER PLAN 3. CLR. TYP. ~-v"-- 24n MIN. 24" MlN. CLEARANCE .24" TYP L lLEARANCE 6'-0" MIN. CLEARANCE / / / / ) / '\ -, '\ '\ ''\ " to '\ - '\ ~ ;;::= ~ CAsrCONCRETE AGAINST UNDISTURBED NA TlVE SOIL. IF OVER-EXCA VA TlON OCCURS, BACKFILL ONLY WITH CONCRETE. ~ NOTE: MOUNT IN CONCRETE SLAB SECTION PER MANUFACTURERS RECOMMENDA T10NS. 2 -' IV) b "'l ~ '\ - '\ ---- ~ ----- 1 1 ---- ~ ----- 1 Jl , '-- , _____ #5 X 18" REBAR .......... ). '\ PIN THROUGH COLUMN '\ '\ ~ f f RECOMMENDED ~ ~ ~ -? ' CAST-IN-PLACE , -, CONCRETE FOOTING -, " 2'-0' DIA. JI' J/ - .. 11~IL - - 11~IL 24" MIN. END CLEARANCE - .:: 48" M1N. SPACING TYP. 24" M1N. END CLEARANCE - C1J f:.,~~rING DETAJ L (7\ BICYCLE RACK D1JTML \g) SCALE' N. TIS. - 1 ::: (.0 ~ ~ l:l C ~ '[ t- r- ~ r- 0) ~ +>bD Q.)Q.)r- ~ Q> J.4 Ct') 1~c::~ "dl ::3~~ ~~):: CiS "t:...... .!a~~~ ..... Ct') rn ___ DATE 1 MARCH 2010 SCALE DRA WN BY DESIGNER AS NOTED JLB RF CHECKED BY PROJECT NUMBER SHEET NO. Cl J6r 09-017 OF SHEET(S) % &f ,g paces u ~ ~ 2 8: ~ ).. (.) t5 C!) ~ ~ .~ Q> ~ rn "; (J a .... 0] () ~ . ~ td) 0 d Q.) "1"'4 ~ M + (l) d (l) 0 d ~ .6D -2 d 0 ~ ~ ..d rn () ;i dt: Cd + M rn ~ Q> ~ ~ ... +> ; ~ b 00 + ~ .... Q CONSTRUCTION NOTES: 1) DOUBLE CHECK DETECTOR (DCDA) & FIRE DEPARTMENT CONNECnON (FDC) SHALL CONFORM TO PUBLlC/pRIVATE AGENCY REQUIREMENTS HAVING JURISDICnON. 2) DCDA AND VAULT INSTALLAnON SHALL MEET SATE OF OREGON, DEPARTMNET OF HUMAN RESOURCES, & HEAL TH DIVISION REQUIREMENTS. 3) CONCTRAcTOR SHALL HA VENUEDCDA TESTED AND CERTli="IED FULL Y FUNCTIONAL. ACCORDING TO MANUFACTURER SPEC/FICA nONS PRIOR TO ACCEPTANCE BY OWNER. 4) FDC SHALL NOT EXIT THROUGH THE TOP OF THE VAULT. 5) ALL PIPE PENETRA TlONSTHROUGH THE VAULT SHALL BE WATERnGHT. PROVIDE NON-SHRINK GROUT OR LINK SEAL AS REQ'D. 6) BENDS, CROSSES AND TEES SHALL NOT BE INSTALLED W17HIN 5-FEET FROM THE EXTERIOR OF THE VAULT. 7) THE VAULT SHALL MEET OR EXCEED ASTM C-B57. ALL VAULT CONCRETE TO BE 4,500-PSI AT 2B-DA YS. REBAR TO BE ASTM A-615 GRADE 60. B) FURNISH & INSTALL 1/4-HP SUMP PUMP AND HIGH-WATER ALARM SYSTEM. . 9) SUMP DISCHARGE SHALL BE PLUMBED TO GRA VlTY STORM DRAIN PER IBC REQUIREMENTS. 10) POWER CONDUCTORS TO ENERGIZE EITHER SUMP PUMP OR SUPERVISORY MONITORING EQUIPMENT SHALL BE ROUTED IN RIGID CONDUIT. PROVIDE SCHEDULE 40 PVC CONDUIT OR APPROVED. COORDINA TE . WITH FIRE SUPPRESSION, MECHANICAL AND ELECTRICAL SHEETS. 11) PROVIDE THRUST BLOCKS A r FITTING LOCA nONS PER A WWA . STANDARDS (Tl-lRUST BLOCKS NOT SHOWN). 12) BACKFILL AROUND VAUL T USING CRUSHED ROCK IN PAVED OR SIDEWALK AREAS, OR NA nVE MA TERIALS IN LANDSCAPE AREAS. 13) TRACER WIRE SHALL. EXTEND INTO VAULT AND TERMINA TE. PROVIDE ADEQUA TE FREE WIRE TO EXTEND 18" OUTSIDE OF ACCESS OPENING. COIL WIRE AND SECURE Wl7H NON-CORROSIVE FASTENER ABOVE PIPE PENETRA TlON. 14) BACKFLOW ASSEMBLIES SHALL HA VENUEWA TERTlGHT PLUGS OR CAPS INSTALLED ON ALL TEST COCKS. 15) IDENnFlCA nON SIGNS SHALL BE PROVIDED A T EACH VAL \IE TO INDICA TE ITS FUNCTION AND WHA T IT CONTROLS; 16) PRECAST CONCRETE VAULT SIZED PER BFP MANUFACTURER'S REQUIREMENTS AND WATER DEPT. RECOMMENDATIONS. /PROVlDE BALL DRIP DRAIN VALVE TO F.D.C. PER FIRE DEPT.~ DRAIN FDC, EITHER ON CHECK VALVf OSHA APPROVED GALVANIZED~ REQUIREMENTS OR WITH HORIZONTAL TAPPING SADDLE. WALL ~.OUNT CHAMBER LADD~~ . )"" _. , "'C. .. .. unuTY VAULT 577-LA wi '., '( ):\ '0<1..,.' . 1::". " · ~/NTERIOR DIMENSIONS 4'-2" t ' , ..', '.. :' X 6'-6" X 6'-0". PROVIDE "I 1.1 H-20 RA TED LID OR El]UAL f ! t;--. 4" SCHEDULE 80 GALVANIZED STEEL PIPE ~ ~'.~::~:'.".:,~ 4" TRANSITION COUPLING DE~C~g~B;~s~~~f~~- ~ _ ". ~. ,...... ~ ~ 4" FLG X PE SPOOL (WILKINS MODEL 350 LA) 1-- J 1 ~ ___ ~ 4" GLOBE OR WAFER STYLE SILENT (~\ ,. ~.ih/ CHECK VALli' OR API'ROIi'D EQUAL c);' ~~i".'" ~SUMP PUMP lIISCHARGE '6' .~ 6" MIN' ", .... ~ -- ~l-J (1; I :) m~ L'~ ~, _."" :.\.~~..t.:f. :}.;".i>{::.: .. ~ 1 ~ FOC TEE - FLG TEE/'" -;,4: ;; :~].: . 'J. i~, ':'~,: ',..., ". ,;:, , ? ~';~'~::"X' ( l:~~ - .;~ '.~~:' '\. \. CAST;';'IN-PLACE CONCRETE] ,;~:""" . THRUST COLLAR WITH RE.,TAIN. ER..GLAND CEN, TERED IN. ',' . .. i", CONCRETE (TYP. BOTH ENDS) '.' , . " .. yy;< 6" MIN .,'. .7 ..... ..... ~ . ~ .~~I::A FIRE SPRINKLER ROOM ~h / EXTEND PIPE TO PRE SPRINKLER ROOM, ". PROVIDE FLG PIPE TERMINUS & BLIND FLG. · ~ COORDINA TE CONNECTION WITH MECHANICAL SHEETS h PLAN PROVIDE COMP A TlBLE SPRING-ASSISTED LOCKING DOUBLE~DOOR GALVANIZED DIAMOND PLA TE ACCESS HA TCH, _ 1% MIN. ',.: .- ,~, :.~, > i'; :.'~.:;, :.':: i". I ',. / A~'/L(~ . t~:.':',: :::'; :',., .;'-:!;..':- "'7>} ,. /~, '>::', /~~:."(. GRANULAR BACKFILL '~, ':'/'" UNDER AC OR CONC. Y/ ,;;:',. SERVICE ,,~:;: ,. ~ ..~:~.: ~t . ~. .'; . FIRE DEPT. CONNECTION SET 36" ABOVE GRADE UNLESS OTHERWISE REQUIRED BY FIRE DEPT. ~M/N. ...... SET TOl' 3" MIN.. ABOVE F. G. OUTSIDl~ PAVED AREAS. o V U ~;.,;:-:,:," .... ..., ..... y '~~~::" ~~:.~. ~ ~ -:" ~ "~I". f. . EXTEND ELEC. TRICAL CONDUIT TO V AUL T, COORDI/\ ATE Wf TH ELECTRICAL CONTRACTOR , ~. ,.;' :; ~ ", :~>i.~~. ~ LADDER ~ ... h1J". . j., '-. , ~ "." '" 'f OS&Y VALVES WITH SUPERVlSORY~~ TAMPER SWITCHES (VERIFY . ~ COMPA TlBIUTY WITH MECHANICAL ',2':,' ~;' ~ " SYSTEMS) ~ .' '" ~ (' SUMP PUMP WITH POWER , )>;; ~ SUPPL Y. PROVIDE SUMP PUMP ALARM. ~ CONTRACTOR TO COORDINATE /;'.,: .n WITH B.UILDING CONTRACTOR TO CONNECT <,:\,;~. '. ,..., ...... r J SUMP PUMP TO BUILDING POWER ,,~, . .... .'~ I \ " " ~) -t,,~-~.-j r. . 2" SCHEDULE 40 p. VC )UMP PUMP DISCHARGE LINE. PLUMI9 TO GRA VlTY STORM DRAIN. PROVIDE 18" MINMUM COVER. /:i I : ; :,.':; , ;!>' . ".. : '""'l~ :>,~: -- 2" TRUE -UNION BALL VAL VE" _ }.?t ~ 2" BALL CHECK VAL Ii' <:::- .,:'.: ,.;,..' ':".:,: , ~'-: ,w '. . . . .: ------ ... ( , ~ ):J, ( \ I l~ ":. .~, ^. /-\ \ J J h 17) CLEARANCE PER MANUFACTURER'S REQUIREMENTS AND WATER DEPT. RECOMMENDA TIONS. (J;) ",., t: . I ._' r " r./ - " : /, " - h ".. J -, r--1 6 LIFT, 3/4 MINUS '-.. . .. ..~:. ,.:~' .', ::: ;.;.- ,\ ;, ."'. (~. ." .' ,~::':",. :'~:':,;'.", "'<: COMPACTED CRUSHED ROCK"" "..'t:::~::~: ~.<; :::,:,;:..~~."~;,, :.....,..'~.. :.:'."'~: & ~~ PROVIDE COMPAnBLE FLANGE SUPPORTS SECTION FIRE PROTEC110N DOUBLE CHECK DETECTOR BACKP'LOW PREVENTER NOT TO SCALE ' ,..;-<:)::;:;<,;. .' # .~. .'. '.' .'''.' ; , (' "' 18) EACH VALVE SHALL HAVENUEIDENTIFICATION SIGNS INDICATING ITS FUNCTION & WHAT IT CONTROLS 6.7,4 "i> '" '. ';"", ::,"'. P'.. rPAVING PARKING AREA WHEEL STOP ~~~~~>>~, '~~~~~;0~'\", ~~YM)V~%~~>?' "(,~~~~~~~~~~~ / r;~.6:,,~<<<~~~~<<~1'~' PIPg 'SIZE PER SHEET c~~)> /\''l/-'-'/; '-', 0" -- 3' - ~'0(('Z<(.(\'<<~v",<<~:-::" ", , \-:WN$~;~%~~&;~):~~~:"" -'M. ~ -..,:'1.* v-0 ">0 "'S'0 y>-sv';0"':-Y: 0-..'<[ ~ ' ~~~0r~{~~~~~ ~ ?- 'j-~~~~;>0';:~~~~~~ 7~ %l1~/..y/ '-/ ~>>>A)1/'v ~~~~_~l~~~~~~~~ ~~~~j~~~~~~~~~~~' /or~<<"<,,(,\(A:~'<X~0<v;<"<<-~'~-(<<X%.,<: 3" QUARRY -- . 7Y\,':\:)~>.?~));*~~/:~~~~~ SPALLS "''<<<<<\)1(%~~~~~~ / ,// /" ~V/-../ / ' lNFIL TRA nON BASIN BOTTOM 476.50' 18' OF PLANTING SOIL DEP TH f5\ DITCH INLE~.' DETAIL' \E!) NOT TO SCALE - 2' -:: 4.5' 6' 16' 4.5' " I: - --: - INYlLTBATION BASIN CROSS SBGTION -SEE LANDSCAPE ARCH/TECT PLANS FOR' PLANTING AND SOIL REQUIRED rT'\c3'a RAINGARDEN SECTION \E!) NOT TO SCALE rPAVING PARKING AREA WHEEL STOP OR CURB WITH CUT -OUTS. PARKING AREA WHEEL STOP OR CURB WITH CUT -OUTS. -= 4.5' 8' . :: - -- - 17' - INYlLTBATlON BASIN CROSS b.cnON .SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL REQUIREO CD RAINGARDEN SECTION NOT TO SCALE , . SHOEBOX lIGHT FIXTURE TYPICAL PARKING LOT INSTALLATION -, USE AMERICAN ELECTRIC ~.~ UGHTlNG At-! x-~ \. - _ 3 mrn (1ft") THICK POLYCARBONATE ~DAL RESISTANT SHIELD WITH 50 mm f2")SPACE BETWEEN LENS AND SHIEW. SHIELD REQUIRED UNLESS OTHERWISE . NOTED (EITHER smE SHIELD ACCEPTABLE) 70 WA rt ,. M"-C lilIES LIGHTING PA TTERN TYPICAL LUMINAIRE AND ARM WITH RN/SH AS SPEC/flED ~ r 1, GAL VANIZED ::'IJ:.J:.L ARM FOR STEEL POLE OR r ALUMINUM ARM ANOOIZED TO MATCH LUMINAIRE 60 mm (2-3/8")0.0. X 4 tnm (0.154#1) ~(:~ ~ WALL ALUMINUM ALLOY 6063-16 TUBE < ' . t GALVANIZED STEEL POLE OR ALUMINUM POLE _____{4 mm ALLOY TUBE) SMOOTH ANODIZED RNISH . AS SPEC/RED. # 10 XHHW ~STRANDED WIRE: ~~~t:,--. . .... .TO LUMINAIRE V5 Vi ...,..., /' ~ ~ ' ~ ~ ~ ~ ~ 8 E E \' r- fv1~~'f AS ON PLANS \ . 543 mm ~" (21-3/8") 200 mJ "~. ~~~.. (8") J f--L.--J \l: , (r. " ... ""-so mm (2") A. ~PE ADAPTER /_ --REFLECTOR ---DOOR FRAME ' -170 mm (6-3/4") Co ..... t-t) <c) ~~ ~ <:::> MAINT AIM '=- ~ {Q ~/NIMUM 3' CLEAR _ ~ <5 GROUND LUG IN LINE FUSE HOLDER~ i. 76 X 127 HANDHOI.E (3" X 5") INSULATED GR<.'OUND BUSHING..~, . " BOLT COVER CONnNUOUS ~'-. NO. 6 STRANDED LEVELING NUT AND WASHER '. ~ _ COPPER WIRE ClJRB ~ ~ ~~ ~HOLDDOWN NUT AND WASHER SlOEWALK oR ISLAND SlJRFAClNG~ 'l.. ~.~. J' .'. 'ROUT AS REQUIRED . , . r'~~~. /jI.~..i~d-L, -'f({~YTOP 102 mm (4#1)OF ~. .." .. j ~~ CONCRETE FOUNDATION SHALL GAL V. RIGID STEEL CONDUIT. ~~ r-- - 8E SQUARE, REMAINING DEPTH IN FOUNDATlOM 50 rom (2")MIM . ~ ~ / 't:! ~. AM:.Y 8E ROUND OR SQUARE. CONDUIT TO JUNCTION BOX,<=::! .~'.. ---:;-::;:; -, ~ tk ~ L (4) #8 BARS . ~ ~ Ik , " . ./ ~ i// ~ ~ (4) ANCHOR BOLTS (ASTAI AJ07) ~?:' ~ ~ FULLY GALVANIZED 91.4 m.m(36/LONG /~/. - II iJ~ II~ ~~ ti ~ 25.4 mm (I IN.jDt( WITH 'l ~ 2!J . . 826 mm(3;"'1/4") HOOK. ~ I '~ ~ '4 HOO, 'PS ON 305 mm CENTERS. (T2")~~' ;~' ~__ ~~ f2 ~ ,~ .. ~ ~ 76 mm AlIN. CLEARANCE (T'rP.) (3'; ..::.~ -/ '- II ~,~ t ""/<I~ ~I/~ 4,000 PSI CONCRETE FOUNDA TlON / 762 MIN, DIA, (PLACE IN ONE POUR) ...... (30") ........ BOLT SQUARE (6. 72'j , '-170.71 " ~Jz 1 ~O \ BOLT CIRCLE 229-254 mm \) . (9" TV 10") " Ji! .:- 457 mm....-' (9-3/4 'j BASE SQUARE \ STEEL AND ALUMINUM' POLE INSTALLATION COPPERWELD GROUND RODp 16 mm X 3 m MIN. (5/8 ''oIA. X 10 fT) MTH AN ACCESSIBLE CLAMP. NOT TO SCALE (2\ LIGH1.'POLE \E!) NOT TO SCALE .;;. fD . . z o i= a.. (/)~ Zo O~ Vio -z >-0 l.&.J- ~~ > - LaJ ocr:: W I- -c( o ::tl&J U:;) ~Z a:::tlaJ laJU> I-- "<( 2:1---.J ~~SQ:: QUO ~~eJ ~ t- ::t ~a t:j V)Lu~-.J :r: ~~ao~ V) ~ ~ Vi U La... ~ j:: ::s... ~ O-.J J- 1--LC)::C:i=:--- ~~V)~~ ~~ ci la..J ~ 0 Q... . ~ Lu g::Z: l.t.j ~ V) _~ a ~- ~+t>- ~ ~ti <.9 -= co aJ ill N<{ G1 ~~ 4- Q o 'S \ Ui ~lv ~ ~Yv" ~ ~~~'- 9~ ~~~ f55:Z;~ o....~ ~~ Jj!}J(j . Q ~ ....... ~ ..-4 ...; 0 en ~ Q)- ~ .~.~ = ~ .... C,,) <:> ~ ..... ~ t\t) N CS a q) I So ~ ~ :a 0..-4 .. r-- ~ Q.s~-;) CD r--.s ..:t 0 rn:!:m~e .... b.() ~ -1"'"'4 J-t (l) (J) ~ -1"'"'4 b.() ~- ~ rl , ",.. I () ~ cO ~ m ~ r-- ~ t'- ~ ~ j]lfj m-d''' ..c:I-CO ::s t:: .~ "I:f4 t:::J4 ..... 'th r-- ".,r..:..s- ~= ~ '~ =; =~en.e DATE 1 MARCH 2010 SCALE AS NOTED DRCfN JLB DESIGNER RF CHECKED BY PROJECT NUMBER SHEET NO. 08 RF 09-077 OF SHEET(S) q tJP Igpxes (,/ en ........ ~ ~ 8: --< >- (J ~ (.') '< t\t) s:: .~ q) t :::r m . -; C,,) a .~ 0] C) C,,) .2 ~o ~ tV . .... t.!:J M . <L> d <L> 0 ~::3 'taD ~ ~ 0 r:rol Q.. ..d f1) C) ;; ~ i:= <<' . M f1) ~ q) ~ t:3 : ~ : .5 en . :E Q ~~~ ,'II 'I I I~ . ~ I I I 1 . ;' , I (1) #5--.J-l tit' f'1I: ~- I - ~, - r :l. . - 21 - ,,' I - ~ 7i1fc7N&N~:#lLfJTrS, ~ ~, .II~ ' ,.' -; II' /, - I ~ ~ <0 . , .1-_ ~l<r' I' '~.. . : ~ I I ,~, F.F.E. , " 2" 2'-10" ,2'-10" 2" _ ,~ / ;t' /i. /. /~j / / 8':.-8" / / 8" / ) TYP~ / / 8" / / TYP. / / 8'-8" '\I " - -- g)' "~'\r~' ~~,' \, 'fl r\r-------~/IJ-/J , ~, 1\ ;1 I~ I \ I ~ : : ~ : [f1': :;~ t : : i. I 1 .. I I ~ i : 1 ~ II ' " \,.~ H;L_, --;......f--J\ LJL.j . & Ii / v/ LEGEND 4x4 POST OF #2 w/ "SIMPSON" PBS44 BASE (ZMAX) & CCQ CAP (ZMAX) , , CMU REINFORCING SEEm \W - - - t ~,'/ - : J---- ~~~~~~Gv:~G , ''l.y TYP. , --~ -;' '~'- --~ i_ [II', 1M. 6 ,I ~ --~~-1/.1\ --,or<) \ .~I] \X ' - in cox ROOF SHEATHING & .: ~ NAIL WITH 8d AT EDGES - ~ -7 \ -100- & BOUNDARY 6" O.C., /~ \ 1,1 RELD 12" o.c. / 1- / ~. - 1 , I J. /'il/ :~, /,-,i .~,] ~~ II <x:) ..' <x:) fi\_ .~)" TYP. ~ , " '"""" ~ , " '"""" 1 : 8'-8" // / /' / '/ 8'-8" , " @ s'!!~r. p'~1! ELEVATION @ M~~. ~~1! ELEVATION , " -'" '--- 4" SLAB WITH #4 AT 1 a" o.C. e. w. SEE (1iJ\ W "D" HORIZONTAL BLOCK REINFORCING VERTICAL WID TH REINFORCING C1 WALL TYPE EFFECTIVE DEPTH TO VERTICAL REINFORCING Rl0?1 2x8 DF.#2 AT 24" o.c. ~ PLAN NORTH ~ 6" #5 - 48" o.c. #5 - 32" o.c. 3.8" +/- 1/2" " CENTERED CENTERED IN WALL #5 - 32 o.c. IN BLOCK PLAN NOR TH @ !~fl/i.D}lJON PLAN @ !!~:~!. ~~ING PLAN METAL ROOF: "AEP SPAN" HR-J6, .26 GAUGE OVER 30# FELT OVER ~" COX ROOF SHEATHING NAIL SHEATHING WITH Bd AT EDGES & BOUNDARY 6" O.C., FIELD 12" o.c. @ ~Jff!.r.flEINFORCINC SCHEDULE (1) #5 DOWEL AT 24" o.c. ~ I ~ 4" CONTINUOUS ...... ALUMINUM GUITER - 6 .__~____ , . , ~-/I I c,'1 "\ '''K - ~""'0' ANCHOR BOLT III I AT 48" O.C. ~-lJ~ ", ,-1- ~ ___ :L1 '1 ~_JI I I I I 9 ~ --~l I II I I , -.'., 9 I I 3!" I~" ;I I' / i" . 9'9 ,I ' ~- #5 DO~LS ~ ,AT 32 o.c. 2x6 P.T; HF #2 , , ,. , I - <'" #5 HORIZONTAL BARS, at 48"o.c. & #5 VERTICAL BARS, at 32"o.c. MIN. (TYPICAL) t: co ..' co l:: <x:) I ~ 115 HORIZON J AL' BARS, , AT 48" o.c. / 6" t. / / ~ I "co #5 VERTIC AL BARS, AT 32" o.c. (LAP DO~WIS 30" MIN.) G0 fAll{. = ~~!lNER DETAIL F.F.E., , F. F.E. , " CMU REINFORCING SEE m, 8 \W CMU REINFORCING SEE m, \W @ ~~:UJ'!.I~!U ELEVATION @ !!~~J:!! lE!!U ELEVATION , l::'El::: t'<).,...j ,(.5 " @ f~!fJ:~~fo" JOINT DETAIL FLOOR SLAB- PER(i15'\ \fV , , , , , , , " I 4" 9 I ,I I _______ (2) #4 CONT. '\I , ,1 4 ~ ..\ .::l 21 ~ .~ "":t- , ,li <)' , t: ~ , c -, ,-- 3/4" ~LL GRADED CRUSHED ROCK, COMPACTED TO 95% MODIFIED PROCTOR RELA TlVE COMPACTION ~Q:: d . , , 10 ~ , -~ / ~ 2" CLR. / /1 TYP. 10" 9" WALL/ ,/ " / TI-IK. / /16" FOOTING WIDTH / /. / @ ~Al1! ,"I#L DETAIL , , CMU REINFORCING SEE 0'\ ~ / / - BASE DOWEL VERTICAL REINFOCEMENT DIAGRAM GROUT SOUD ALL CMU CELLS, 24" 4" CONCRETE FLOOR SLAB -7 #4 BARS- AT ~ I 18" o.c. EACH WAY -01>11. I 'C9 , . , t: , , '. "":t-, ~ Of' -< 'la,' (~'" , ..' -~~~ '~~~:V:'~,\~~ ~~~y~ y>> v~~~~~13 <,,~/:.-,(./ /~/F, ""// .",/,/,,~<,-< //.~~<(//V~i "-..:</" "./', V,," [, -u, '- L' "0"'/ ""'" ~ "'..~X" ?',-"'-/>--'<;--';-., 'y)~i:,~2::..;;.."';.., ",-;,).t...~,~..V-.-t.-t Lc.;.,,,,~"'-~ J /4" WELL GRADED CRUSHED ROCK, COMPACTED TO 95% MODIFIED PROCTOR RELA TIVE COMPACTION , ~ ~ C'\.f @ ~~.. .T}!!!AIL 1-3/4'7 DEEP SAW CUT (TYP.) CUT AS SOON AFTER POUR AS POSSIBLE UT 2 OF EVERY 3 BARS AT CONTROL JOINT , d '<1 , , ? , f: ,....~ LEGEND . f a.'i-. ""',' .'t", CMU WALL OVER F0017NG CONTROL JOINT NOTES: ,. SOUD GROUT AT CELLS. 1m = 1,500 PSI MORTAR: T't'PE S BLOCK: NORMAL WEIGHT GROUT: 2000 PSI -;.:. m .. z o i= a. (1)02 Zo O~ <nO -z >0 LaJ- ~!!! -> LaJ ~ ~ t- -<( o ~ ~ ~ It ~ >- (.) ~ <-:) "lC( J:Lu U::) ~Z ~J:lt.J la.JU> J--. '<( Zl----J la.JV) (Jj::~Q:: O-UO 0..."<(0::: ........ CO laJ ~ J: ~Q V")la.J~....J ~Ck:oO!=:! ~~ ...J 0 - U La.. · · ~~(I) t') ~-r-I^ :2: j::........ v I ti ~ f-.- LO --- Q.. V") :z: Lu ~ V") ~ 0::: ~"<( '<( ~ la..J :<( C) 0- '-' Q:: -..J ~ :2:: l.aj ~ V) ~ J--. 0... a... a la..JV') O:::-..J :::>........ V}~ OLu do - ~ .....: . <:..> f;i ~ ~ ..-4 .~ ....... ~ 0 a.> CI) ~ t ... z:- := ~ 1)--; O:>z:- 00 ~ Co) ..... s:a z:- . ~ e Q ~ --; -1"""'4 Q.) b.O C\! ~ ~ a.> I c.> ~o:> a ..... Q) oOz:- 0] Q) EI 0..-4 '" z:- o ~ ~ Q)t.>a.>S- . ~ ..~=s~g t:tO 0 -1"""'4 d a.> ~ t'n..-40000e ..... ~ d M . (J) d ~ (J) 0 d ~ rl 'b'D ~ . ,r.." ,I z:- d 0 (.) z:- r:l ~ -o::fi ~ en z:- ; ~ 0:> 0 s:a d t:. cO 0 co . ~b.O M en Q.)Q.)z:- C Q.) ~ ~ ~ Q.) ~ bOc:o :. ~ i 00 ",0 : "S ao "'C:11 =,:3~~ .. = .. b 6 ~te'QZ:- 00 'i .e~ . o~-o::fi 1:1 di ..-4 ~ ~ ~ 00 __ . .... t.> DATE 1 MARCH 2010 SCALE AS NOTED DRA WN JLB BY DESIGNER RF CHECKED BY PROJECT NUMBER SHEET NO. 09 RF 09-01' OF :It) of 18 p~e.s ~ o ...l to "-t ... o W", ,,~<1 A6 I \. J ~.~ ~ ~~ ( :! o ~ 1 to "-t , , 8 @) - .... .a :j "---~ \ iJ ~ 4, 1, I ; - -- j .4 d ADA LIFT <; 6' ~Oll .... - 4 1- ,/l <1, '.<:1 ~' .... qJ 29'-0" :;.. m -~ ~r; ..:1' ,<1 14 <J t ".:;] ~ UP' r" (1021 GREEN'ROOM b ...1 o "-t PLA TFORM & STAIRS F.FE.4BO.35 It ~co ~ I lC) to 38'-0" :; o I b "-t '\ 1 BAPTISTERY ROOM~ ( 1/31 ~ " .; UP ~ I J~ 29'-0" I I ':i , ~ - q) ~Q 125'-0" 15'-211 .... ~ --1. 4 I '<1 4 4. ::: ~l."-t I 10 ~ .... - ~ ~-~;;- . · -~ .. .. y-,--~- W9'J.' · .1 j , (5 QQID 1, ~/<~"",pAD8 i~OOM <~ ~)> .......''-..,/,/ F.F.E. (l071 b ~ 1 to - 13'-2" " Ij I , I i 1 ::: co ~I IV) l' 6'-0" Ii II 5'-0' 4 1 --rJ~~' ~ ..... - . ~ Ci) lLJ a :; ~ ... , lC) - ~ 5 o <.J co a s ~ 'r ::: ~ .,,1 I IV) 1 , U II o ...1 to " i I , I j I f f >.//,~~~ (,)) 'MOMS POOM 11/4 II ~C'\J ~ I to / ~ C1) ~ <.J , <1, I . <i 4 "- ,4' <J A. t ' "L1 <J . C)~ $ :\ (@~ ~. '\ 1 , f 4 \: ~ 1 t--.. --- II co .,,1 IV) C'\J ;j~ - f ~J I .4 -~ :.l" ~ 1 t--.. --- o g . -~~ i l I i I I ! i I I i I ffi I- 5 o <.J [iJ ~ o <.J \ I \ \ \ \ \ JANITOR'S CLOSET 1/05} J / i - 1:'l JANITOR'S CLOSET ( 1/51 gy >~ ,~ 17~ -W .4 <1' - q) 38' -a" Li <1' LgJLgJLgJ /~) A A d V V -V /" '" ~lr/ " \ ;1 ~-'-/ ;. I \, (t@,RISER ~ CLOSET Q Q 1106) MEN'S BA THROOM U041 LAVATORY DETAILS SEE(T\ W QQ lID91 9'-11" 12'-0" 9'-11" -- -- uu 00 WOMAN'S BA THROOM Ul6 I I LA VATORY DETAILS . J SEE(T\ -/---" . w (\ ~I ~ ~' ~i ~I" . ) (d b) 9 9 9 "---.-g ~ ~ 5'-0" - .... :1 <1 ., b -:.1<1 ~ rr- o <?> 4- 0) - - . II o ..I to "-t r- ~ ~ "'~','"f "'1"- - , "-t 2 ....... A6 ~ y, ~I ~ o ~ I ~ ~J - I ~ '-- :: co I " o LEGEND -<1 -'</ . " -<1 , "Ll <1' L1 <1 A <1' , CFS NON-BEARING WALL PROPOSED TILT-UP WALL WITH 2x4 CFS NON-BEARING WALL PROPOSED TILT~UP WALL WITH 2x4 CFS. LAID FLA T NON-BEARING WALL PROPOSED TILT-UP WALL WITH 2xl0 CFS NON-BEARING WALL :,01, -!.,I!:.L..L"U /1 r, .0'" ,u, PAR TIAL WALL HIEGHT o 10 II ~ 1 " , A ~-0 " "0 LV d ,/~,)IIOIJj~.' '. ~;O~/~ fDETWAILS I ~ ~ .! lSEE 2 u \ A9 ; 4 '- -'0 QI -0 ~ o I 10 "-t '0 @ 1205} <} DOOR NUMBER SEE SCHEDULE. SHEET ROOM NUMBER SEE SCHEDULE. SHEET WINDOW NUMBER SEE SCHEDULE. SHEET CHAIR ~ FUTURE WALL KNOCKOUT 00 F.F.E. 480.35 o HSS COLUMN FINISH FLOOR ELEVATION RELA TIVE TO · 480.35 ADA ACCESSIBLE WATER FOUNTAIN j I GRAPHIC SCALE 036 I I I ~ ( IN FEET ) ):. m .. z =0 -t= a.. (/)02 Zo O~ (i)o -z >0 LaJ- a:::~ > ..... 0::: W t- <( o ::r:l&.J U:::::> ~Z Q:::tllJ laJU> I--- -<( ~~-J ui=:So:: :z: a...UO ~ Q..~Q:: . nl --- en laJ '" ....... :r: ~Q tr)lIJ~--J 0::: LjO::ao~ 0 ~ 0 --- U L.... ..0 j:: ~ (f) '-' ~ ~ h t--. Ll) 3: ~ ~~v)~Q::-~J-- (3Lu:<(OQ ~tr) ~:Z:Laj~V) Lu~ 0... 0 . Q ~ ...... r:i z ..-t ,.; 0 00 ~ CU"; O)t'-- ~'e ~ ,~ cs a ~ cb Soot'-- EI o..-t .. t'-- Cl)u(I,)S- a1~=S~S rn......oooo.e 6\ /\~~ tBA THROO,ML I 11/2 J -f I' l LA VA TOR~, g \~~%~/ g~\/o~ .. bD ~ ..-4 ~ Q) (1) ~ -.-4 bD ~ ~ ,.q CJ ~ cO ~ m ~ l:- t'-- -.::t' t'-- 0) d <:> otJ:f "J ~ ~ ~ iot ~ c:: ~ "'QI =:S~~ tr~'5,t- ~ .S! -::c J9~~~ ~ C") 00 ___ DATE 1 MARCH 2010 SCALE DRA WN BY DESIGNER 3/16"=1 '-0" JLB RF 12 CHECKED BY PROJECT NUMBER SHEET NO. AT /6r 09-011,1 OF SHEET(S) ~ ~ ~ a: -cc )... (.) ~ C) -cc - ~ ~ flJ ~ ~ ~ l3 a:: ~ llj ~ .~ (I,) 5 en . "; C,) s ..-. oil (,) C,) .-S ~o d (I,) . .... <<:-' ~ . Q) d Q) 0 d:= '6b i! d 0 r;r:J ~ .d fI) (,) ;1 d..C: Cd . s.. fI) ~ (I,) :: ~ ~ ~ ~ .5 en . :e U ./1 of /8 ftlgeS 4 o 0 ..I I C'\J b 0) ~ , 0) A lit <:,) I <0 ~ - 29'-0" ...c: .~ 4 4 ~ - ~. ., ~,,".~ ~, '\ @\ !' ~t: ~~~~~\I'ffl"..";U,~,,~~t::Jtf't'Q'~~~~l~~<;'lT~~Jf~"T1!(@~~. , 1 '> DO'hN -, <J t3 PRODUCTION ROOM F.F.E. 492.35 (201 f ~ ~ ~ ~ Z i l ~ ~ ~ z: ~ ~ ~ Z ~ z z ~ !: l & % ~ h :>- ~ ~ ~ ~ ~ -J ~ ~ t'\j '% o I :>- <:\J ~ <: ~ o /; <...> / ~ ~ ~ ~ , ~ Q ~ 'I 'l. " Z 'l 4'-0" a -~ ~ ~ ~ z ~ ~ ~ ,/ I, ~ ~~ ~ .... .. ~--~""".-~-'-''''''~--' :! :-~'-"-"'''''''''-'.''':-''-,-''~''--'''',~'-~~-'-''''-n;,-',''t, ~-~ '. ,............ ' I h8' J ~ ~ I I / i __._/'/ r - - - -, ~ F.F.E. 496.35 I ROOF' i I ,ACCESS I ~t I ,4BOVE I 0.u.u'HUO,,;UU. L___,.J ~" ' A6 , r ," - o I <0 ~ 4 .<1 4 <.!) ~ ::::J "::::( a::: .~ ~ 4 <l 1 -- 4 d 4 MECHAN/CAL ROOM F.F.E. 492.35 12031 1. DOWN 1_ ? a.. . <J . 'Ll <1 29'-0" - I ~ ~ ~ ~ ~ I ii~ f){'x')(XX')()(; 4- ... 4 .q /\. , I 4 ',J, 4 SANCTUARY BELOW 4> 4> ~ <I "":; 125'-0" .,.rl , ~l, ...c: '01 "'- ..' C'o.!y " - ./ "AIR/ ?06~ :: (:blX:> 1 .. "'- "'- 01 . "'- I ~'1 AIR DUCT , '4 .c:l A o ..' '<;f o ..I '<;f :: CX) J .. "- """- 15'-2" ~ w 'I dO" I o ..I '<;f i 11 ' 3'-0" -:: ~ j::: G5 Cl)l.() 1'0 %C'\i '-/0)- o~'t ,...J 0 LLLtj<:\J u..: ~ . ou.. <...> ~ T lit o ..I '<;f l T I -- J. ~ -\ ~ ...c: ,;~ -~ <J~ ~I lit 1 ~ I d" ~ l' ;:I... , 10'_0" ~ I fx;~~ ,l :: o ..I co 'f 6'-0" A o ..I co , J I ~ 38'-0" 4'.,...11" 6'-8" 3' _0" ....- -- } @ / /'~/ ~.../-"" --~ \ (0 i<! .....--1- d -:: .d d o @) ~,// --"" ,",,- . \ , ~ d C"\J ..I J, t-r), A.~! I ..;. -- <$> -,.I I! 1 t,,' , .' 1/ (r',.)_ (~/L (r~ (~\ ~/- ~~/ '---r-~~/ () l 'Y0 ()~) ~/ ~., '~~ ~fY FELLOWSHIP AREA F.F.E. 492.35 (205 , 'cr)~() //, ~../ O/UO' ,~ ~ J' Cv~' /~ / /---...~7 oUo ~ DO WIJ - I 6'-8" .. .- ~ II A v O~O!" 6JOl 00 n .o~O :: o I ~ '<:t- WELCOME AREA BELOW \ , DO WN - ? Or, /~ ~ ,~\v o~O FELLOWSHIP AREA F.F.E. 492.35 (2061 ~ /, ~, ',J \ ~ ~/-~".J ( / \ f~ o'-/V I L- , II r"'') (~ "--/~V -ref) \s/J ~) ~........, ~~ (/ ) ( )') { ~"--~/'/ ""--,. /' ( ~L~~ 00 lWx">?q AV I AV II <f) -0 10' V-V" 10'-0" --- .. <1} a'~~, "'(~ //~"J co/ o .J ~ 5'_0" -- 5'-11 " - Ll \ .I AIR DUCT /\ ,I ~ (0 I ~ d<1 2'-6" " - ~ ~ c I ~ ..-. , -.--- 3'-0" d<1 - - 1 '\ o 3'_0" - 9" ~ ..~ .. d <J .1.- _ 4g> 2'-6" 2, :: - .r-- ~ 'f I d lL~ '~ . 4'-11" 6'-8" 3'_0" 6'-8" 5'-11" ....._ :.. ..: r II( r:-:: :.. _ _ .... <i)> (j) - .... ~ <:,) I 10 ~ 9" 1 , t.."": c::::: _oW c-::: ~ c:::-: c::::: c:::: <g> , ~ A <0 ..I 'I::t- I ~ <:,) 1 ~ ..-. I ~ <0 ..I 0::> 'f LEGEND -<] , .., ~J /-",. L ..," ././ , -' -!..F .;'" ",t ,,1../ , .", F. 1205) ~ 00 F.F.E. o 0 , ,0 ~-0 o -0 lit <:,) I <0 C"I '0 6 <:1 <], CFS NON-BEARING WALL PROPOSED TILT-UP WALL WITH 2x4 CFS NON-BEARING WALL PROPOSED T~T-UP WALL WITH 2x4 CFS LAID FLA T NON-BEARING WALL PARTIAL WALL HIEGHT FUTURE OPENING DOOR NUMBER SEE SCHEDULE. SHEET ROOM NUMBER SEE SCHEDULE. SHEET WINDOW NUMBER SEE SCHEDULE. SHEET CHAIR HSS COLUMN FINISH FLOOR ELEVATION RELA TlVE TO .. 480.35 ADA ACCESSIBLE WATER FOUNTAIN j I GRAPHIC SCALE 036 ~ I I ( IN FEET ) .;:. m .. z o i= 0.. (1)0:: Zo o~ (/)0 --z >-0 LaJ- a:::~ > LaJ a:: ~ ..... <( o :.t: uLu o:::==> :::>< ~G~ ~ J- '<( '<( ~~-.I -.I uj::~O:: 0.. ct.UO 0:: 0...-<(0:: 0 :ttn~ci' 0 (f)L.J~-.I ~ L.iO::CO~ -J 0 ........ U L... .. a l::~(f) (D 6~ ~ t---Ll)~~O ~ ~ V) ~ 0::: Q2 l.> ~ Lu :<( 0 Q. CJ I...t.J ~ :z: L.a..j ~ (I) ~ V) 0... Q . Q d t--0o4 ~ ...... ....J 0 00 ~ Q)'Cd O:>r-- C>..... = r-- v= e Q t.C) ... Q,) ~ N OS ~cb S1oor-- Ii 0...... .,r-- Q)t.:>Q,)S_ ca~=s~S tI.:>>......oooo.e ... bD d ....-4 ~ Q) Q) d · f""4 bD d ~ ,J:1 C) ~ ro ~ ~ @) I:- r-- "'II:f4 r-- 0:> = Q ~~ ~ ~ ~ f; i~C::8 ~I :3~~ t::rt:-='Qr-- pCt r=.. e ;.-... CIS 0 .~ ;: ..!a ...... ~ t.C) ...... C":I 00 __ DATE 1 MARCH 2010 SCALE DRA WN BY DESIGNER 3/16"= l' -0" JLB RF 12 CHECKED BY PROJECT NUMBER SHEET NO. A2 fl.\'- 09-01'1 ~ ~ ~ 8: -cc >- (.) ~ <:) ~ - ~ ~ .~ Q,) t ::s 00 . ""; C.) a ..... 0-5 () Q) . ~ bD 0 ~ Q,) .... ~ M . 0) c= Q) 0 ~ :a 'bD -2 ~ 0 r:-z::I ~ .d 00 () ~ d ~ Cd E-t M · ~ ~ : ~ t ~ .. :::t ~ b lZ) . i! . .... t.:> OF SHEET(S) /2 of I~ paceS u i 4 , , l:l j o 1 , '~l. ;:: 0" 1 ~" 2'-0" 0J --- .. :0 , ~ 0) 23'-11" - II o ,,' 0) , o " '. ;5 , -0" 5' -4" ..... - - CD :0 I <0 II 'I 6'-8" -- ,3'-0" --- -- 3'-5" 4'-7" 6'-5" ;:... ;;.... ~ .....;; ....- 0) 6' -8" 1'-10" I L FUTURE I OPENING 7' -1 " .. o 10'-0" FUTURE OPENING - 6'-8" - - \/ 1 ~ l <: ~ II ~ <X) I ~ k 2 G: , J 0 -.-. J ~OP~ ~" -------- ~ ~ \~/ \~/,A; o 0 0 0 ~ t2 I~\ /~\ ~y~, 1'-10" ------ . FUTURE OPENING 6'-5" .... - -- (/'\ WEST ELEVATION \.w SCALE: 3//6. =/'-0. (0 ,..'-..'11-'.. r~~I-'-" f' 45'-111" 2 ~-rr. @ ~r!6.!fEVATION I'T ~ ~ dj Q. <:)~ Lu I ~k ~ C2 :: J X- C) ---- ~ <: ~ Q. <:) ~ 2 ~ l~':<r'''/ ~ , I I; ,I ~ , 46' -0" o 'I (0 6'-8" -- - .- ~ ----- ---- FUTURE OPENING' ----- -------- -------- ' ---------- FUTURE OPENING -------- ------- W \~I r-. lJ... ~ ....... Q. ~ o DOc, I I~ &1\ '" ~ I~~ u... lJ..., l I, 6'-5" c:- II( __ 0) 8 \V o /1\ ~ 0 I '0> ~ , II o n 0 0 I " , , 6'-5" 4'_6" 23'-11" -- -- -- (0 CD 0J l' 2'-0" o ...' C'\../ ....-- :- 1 :,',11,. . fTT-Tl- --rT-- ---TY/ ~-T~f l~ ,I ' 1 t · '1 J '" 1 '\ IL L Tll o ...' :0 ()) , ..' <.D ! " , I, :: o I ~ 7' -' 1 " 6'-8" 3'-0" 6'-8" 5'-3" 5'-0" o::-.c: .. .. ::-. -- - - j :: <:::> ...' ()) :: ...... o ...' 1.0 ...... ::t o ...' ~; , 1 :: ~ ...' <.D C'\t r , , .. .;:. m .. z o i= a... (/)02 Zo O~ Vio -z >0 UJ- a:::~ > lIJ ~ .;j ~ o ~ ~ ~ 8: "C( ).. (.) ~ C) "C( G~ ~:::) :::>~ Cl::J:~ ~(J'<{ ~t)-J Uj::Sa:: o...UO Q.~O:::: t--- J: ctl ~ c:i' V) V)~~-J ~ ~Q::ao~ g~Vi(Jts~~ 2:i::J-..- I- ~ J-..- LO.......... Q. ~ ;5.- V) ~ a:: Ci2 ~ -, Lu :<( 0 0... <..>........ ~<lIj~V) ~3: Q. Q V) 2: o i=: ~ Lu --J lLJ . - ~ ~ . Q ~ ...... ~ ~ '-' .~ ...; e ~ 00 i2 s CD "; 0) t'- Cfl ~'S r:I ,t'- · ~ t ~~ -; o S ~ c:b d'S Seot'- ~ r:I a 0 '-' .. t'- o.cl Q) t.) <p S c;- ~.s cat'-~~e f:tI)o rn :!: 85 ~ e .s ~ M . Q) d Q) 0 d+: '6b ~ t'- s:l 0 t'- f;z;':I Q.. ~ A ~ ~ () i:U d r-. ~ <<s E-t .p,)~ ~. C~f~ ~~ ~~~~ ~3 1:3]~ ~E t:J4 is 'tb t'- Cfl ~ .S -::;- . CD <::I r-. ""o::f4 =::l = C; ~e :~ t.) III <::> ..' ~ .. bD ~ . ..... J-t Q) Q) ~ . ..... bD ~ ~ ~ . ,(" ,..,] CJ ~ cO ~ m 6 DATE 1 MARCH 2010 SCALE DRA WN BY DESIGNER 3/16"= l' -0" JLB RF CHECKED BY PROJECT NUMBER SHEET NO. AJ 1'tf 09-077 OF SHEET(S) /3 of /8 paces LI (0 (s) (c) GD / f o 0 5'-0" 8'-5" .... .;: 17'-8" 18' -5" 18'-5" .. - - --- (0 (0 ~ IV) I co ~ a I C"\I f 5'-0" .. .;: - 18'-5" 17'-7" ..."- @ ~~~l!~;_!LEVATION II It IL <~:;: / U) .. I ~l. ~ ~ ~ :1 II -.. , c ~ ~ f 0 ~ I ~ :t ~ 1 0) l' I .~ J, <--' ~ (7 ~ j <-' ~ ~ ~ L J ~ ~ ~ ~ a.. / e II ~ II 0 I ~ C ~ I 0 "* 0 ~ I ~ ~ c::o ~ ~ ~ 0 f II to a <t-- o 0 o 0 I o 0 10 , 'I , , q 'r CD o ()) 8 2'-0" :;. - o o o 2'-0" -- 3'-6" ...... --- 6'-8" 5'-10" -- -- 6'-8" 5'-10" -- 15'-0" 11' -8" 38' -8" - -- .. -::: 6'-8" 3'-6# -- -- 11 '-8" 15'-0" ... ,;;; -- --- @ t!B~!~'_o!LEVATION - (0 ):. CD .. Z o i= a.. V) 02 Zo O-~ (i)o -z >0 LaJ- o::!!! (;j a:: w - .... oe( o II C I ~ ~ V) ~ lLJ :2:0 '-J~ ~Z j:: ~:r:lLJ ~ LuU> Lu ....... ~ .....;J :z:t---........ Lu ~~S~ :r: CLUO ....... a.. ~ ~ ::)0 ........ Cl:l ......... ~ - :t ~Q V) V}l&J~--J ~~90G: ..~ S~(I)(.)~ ~:r: ....... L . I"::Z: k........ () ~ ......... .... J........ Q... Ct:: lU :::s.. tr) ~ Ct:: ~ O. "-) la.J ~ C CL '-' ~:2:~~tr) ~:z: a.. Q , - , A 4 . Q ~ ....... ..... ....; 0 en g: CI)- c:t.l C,).~ s:s ~ ~ e Q ~ .. Q.) t:U) C\! o. a f ~ S c::> 0 i:"- So..... ... i:"- Cl)uQ.)S..- """"'" ' ~ Q.) (.l') CD ~ .s ";; <:> rJ).....ooooe ft A '" b.f) ~ ol""'f ~ Q) (1) ~ ol""'f b.f) ~ ~ rr:1 () ~ cO ~ m 6 l:"- I:"- ~ I:"- c:t.l @ ~t:U) J ~~, !:3]~ t:rt:t:l'Q1:"- ~~s:s- CIIlS ......-4 ~ ~ ~~ ..... ~ 00 _ DATE 1 MARCH 2010 3/16"= l' -0" JLB RF SCALE DRA WN BY DESIGNER CHEfyKED l[f- PROJECT 09-077 NUMBER SHEET NO. A4 OF SHEET(S) ~ ~ 2 8:: 'llC( ).. (J ~ ~ 'llC( bD d .~ t ::s tI) . t; Co) a ..... o iJ () C,) .2 ~o r:.1 Q) 'l""f ~ J-c . Q) d Q) 0 $:I :::3 .~ -2 r:.1 0 f;r:I Q.. ~ rn () ~ s:I ~ Cd . J-c rn I%l CI.) .; ~ ~ ~ ~ E tI) + ~ .- U pi of /g fX19e:S ID t: + ! II . / I.,! . I. i I , I I I , , ," c c c c ~ . . ;'. ~ ; , @ .- ~e:::;;:?:" . .~:;r.:-.' :::"; :::~,:~':'}1;::~, . , '. '. .~~" ~, 9 ~ 9 '9 ~. '9 r1 : : '. ; . ". .' . t. ~ . ': : '. '. . , - .... ,~"".. .' . .'-tJ \ ~ ~ \ ~ ,~.:,.' ~' ~ ..'. '.~'. :".',~. . ..'. ~'" ". . . . /~ /~ 1/111/11, m~ ;.....;.,.: o:.,".:.,~ ,.;..: -';.-,.:, ' .~,: .rJi> ~~: ~" ~";' .,~;: ;.; "~':'. ~ ~~.:'~~ ::': -===o? c::=:::. - ~_ - ,- ==:::0 . LI'-'-I.r:'>:.>t"~:.""'_" .... d. '.~'.<'..:;'~"}'_\::,'.~'~'.~.r~:..~.,;:. :':"~:" >;':'~."~' ..:.;'\....."[<.v~: '.".J~, M '.' ['0 .., ". .., . .. ... - - J:-:-tS ~~:~ '~.0 (fJ<" 1~:;~:.ll~'j ~., ~ o~ , .;:1 ' 'I . j ~~i ~ '. :~..''1~. ::,:.1 " .'j, :y 4~ ~ ,..... -~ [' \ " ' "0:: f...;,!~:-:.:~ ",L.". ,# . ~~ '-'-"" .~ ,~ --'-J .~_f__ ..+ ,,' el "or I,"j" ~. ~ .' ~~, . ~ .4. ;:l i i 3i .:< ; ~ ~ ~ t I I Cl z I::! :r Cl ~ f e. :s; u <is oJ I ~ S lli !!l .hit. )~ \ ~ ~~ // ,~~r~ LIGHTING CONSTRUCTION NOTES e @ rSL\ \!.V. tHPS\ ~ @ s " ': .. 1>' , > : :,J .. .' .. .' .' " .> . " . . . .. > .. > . .' > IJ?'" ,. '. /.'. l> ~ " \ ~ I> ~ \ -.,."", 1>. ',> o I I I I I 1-:- - - - - - - I ~J - - - == - - - - - ~~ .' . I I I .__0::=....----=-.. } vi G),.: r-- @.J. B ~~.""'" 1 -----~ l 0cII /l~ ~- JV '/ \ G, LEGE1\[D w--- ~ ,--.\ PROPOSED' LIGHT WITH 6' ARM MOUNT PROPOSED JUNCTION BOX PROPOSED STREET LIGHT CONDUIT; INS TALL IN IRRIGA TlON TRENCH WHERE POSS~LS 30' COVER INSTALL. (S) INCHES RIGID ELECTRICAL CONDUIT. CONDUCTOR TYPE AND SIZE PER DESIGN-BUILD ELECTRICAL CONTRACTOR FURNISH AND INSTALL APPROVED /0' xl 7' xI2'JUNCTlON BOX FURNISH AND INSTALL 12' DARK BRONZE, ANODIZED. ROUND TAPERED. POLE; SUBMIT CUT SHEET PRIOR TO ORDERING. SEE SHEET C8 FOR POLE AND FOUNDATION DETAIL FURNISH AND INSTALL AMERICAN ELECTRIC LIGHTING A VL SERIES 400 WA TT METAL' HALIDE, 277 VOL T PULSE START. FULL CUT~OFF. ASYMMETRIC DIST. HOUSE SHIELD LUMINAIRE, MODEL #A VL -40M-SC-277-AM-DG-P9-DDB; INSTALL 9' LUMINAIRE ARM WITH 5 TILT; SUBMIT CUT SHEET PRIOR TO ORDERING EXTEND TO BUILDING ELECTRICAL . PANEL WITH BREAKER/DISCONNECT - SEE ELECTRICAL NOTES: I. CONTRACTOR TO DESIGN BUILD PARKING LOT LIGHTING. THE PLAN SHALL INCLUDE BUT IS NOT LIMITED TO WIRING SIZE. VOLTAGE. CIRCUIT BREAKER AND DISCONNECT. SUBMIT PLAN TO THE ENGINEER FOR APPROVAL 2. CONTRACTOR TO OBTAIN ELECTRICAL PERMIT. AND COORDINt\ TE REQUIRED INSPECTIONS. 3. LIGHT POLE FOUNDATION INSPECTIONS ARE REQUIRED PRIOR TO POURING CONCRETE. 4. ALL WORK SHALL CONFORM TO THE NA TIONAL ELECTRICAL CODE. 1 ~ GRAPHIC SCALE 30 0 15 30 ~ I I '!!.l!'1 L' ( IN FEET ) 60 . >= m .z o i= 0- (/)02 Zo otl Vio -> z l.aJQ o::!!! > . ..... 0:: W r- <( o :J: U 0::: ::> 0:: :x: la..J .- la..JU:::>Z ...... "<Co Z....... <-' laJ Vl....J laJ - ui=:So:: a..UO Q."<(O:: --- Q) la..J ~ ::r: ~Q - VllaJ ~ ....J '. .0:: '" laJ lA.J ......... 0 --- , "- ~ 0 --- U la.... '-' ;::~V) "6:2: z;::......... t; ~ ......1.0 --- Q.. ~ laJ;s.. V) ~ 0:: Ci2 0::: -, laJ :<( 0 Q. <..> "<( ~Zlaj~tIt ~ C- Q.. '. 0 ~ :2: ......... ...... :r: ~ ......... ........ ....... a ........ I :.- s ~ o ~ 0) ~ .~ co~ 0) g.S ~ ... I J.t ::1 bL) <0 ~ tIl ~ r- ..qt ~ · - r-4 r- r-..... .... ~ ..qt ~ bD c; Q) ~~~:;j Q)tO..d as --- () ..,.> ~ d :>< d fo.4 -r-4 0 < ~ 0 bL) ~ bDr- ~ Q. ,.-.4 0)0)-...... fIl ~ 0)f0.4r-<!> ~ ~ fo.4 0 (l') d fo.4 ~ <0 ..... E-t '''"' ..,; 0 s . ..d~I't1 ~..... <0 ~ fIl ~'t,t!..d ~ CZ4 ~~() ~. ..... ,.... d _ o ~ ..qt Cd () ,.-t ~ to J.t ::1 C"') tI'l ___ ~ ]j tIl . Co) ~ ~ . ....c::= <:,) ~ cO ~ ~ ~ . ...... .~ ..... o DATE 18 SEPT. 2009 SCALE DRA WN BY DESIGNER 1"= 30' MLD DG CHECKED BY PROJECT NUMBER SHEET NO. SL1 09-01 i OF SHEET(S) CI) ..... ~ o ~ a..: --c >- (.) ~ ~ --c /5 of Ig p~'eS J / ... ... i J!. i g Gf 'i- i or ~ :l1: f2 ~ i cj ~ ~ r;:: i ~ ~ ~ e 'S o d5 t1 g ~ :? ~ 9- ~ . . - ;..- --. .. LEGEND ~ -- 5 FOOTCANDLE ISOLINE , ~ ~ ....... I FOOTCANDLE ISOLINE ~ ~ ~.1 __ ~ ~ L. ~v~ ---'----:-.--:;;---~--:;--~,-----",,--.- c-' xt>~ xt>~ xt>~ Xl)' <S,^~ '" x(',~'" x~~ ><\>' """ xt>~ .., xt>~ xt>~ xt>~ xt>~ xt>~ xt>~ xt>~ xt>~ ",xt>~ xt>? xt>~ '" xt>~ x~ xt>~ x t> 'i' xt>~ x(;>~ >< t>'i' xt>~ xt>? xt>? t>" xt>' --..... '" - ~-7'~" 'I)' "" y.~)) '" X'\r' x'" ~ -'\ "0' " \<? ","? x<).' " ~ x"''9 ~ xO' " "), "rv " '\,'9 1x x'\.-' 'Q '\ x "'" ~ x",' ~ " ^" '? x ,<' >''0'';> <0 "'0' x ~<:> x",'Y x,,>'? x')':- x,,:>'? ""';2 ,'~. ~ 'o~ :t ,,? ,,'I> ",,::-- xf}'? "''\r~ "'\r~ "",<r;> ,'''''-' ><0' :<0,', ~ -'\ " Ix. ><'o,~ ""~ x.,Ix.' xt)"? "0":> '~"?' ",'9 ,,"', x ' "" "" q;, G; 0 ",? , '\ ~ x':-- ~ x:)' 0" , k,C)' xO ..~ , .,' ~ '0--- '1 ~ '9 ,,'? x;' xc:;':- ~<: :) ".~'? . )' x~, x y XO '" ' '" ~ I = = ~ ----!Q ",' . tl' ~,xc::' xl)' ,,'j? x<:>~" "oJ 70 v,,' "~'~ ~l-=' -== ~ r_ I \, '" t< x ~ X<:>~:;\". '". xl)' '':} '" 'r. xo~ "I)' ,,0' ><0' 0 ' xC:" ~ x()' xc)" '" '" \'<. IX !" ><0":' xv~ xo~ x 0'9 xl)' xc' xO' xO ';> ,,' ' "0 , ~~__ ,~") xo'? . 0'Q :<D~ ...Ji;;r:' ~ ' . ~~, ,,~'tIJ--,. V Y ,.....l~',:'" ... x", x 0":-' xo" .'0 ~ ..:--- c::==a = =, '--- -~ ====:0 ~ '\ /< '\ ;<<: \ ;<.y " )?--- "0' '\ '\ to x 0'<:> (), "0' xO' >"0'9 C' ,,(), ",y ,) <0 '\ . () (J ^ <:>~' xC)' xC:: xO' o '> 0'9 ....... -" , . '1" X""? ^ ",' '" X <: x I 'r"':> () x,~ )('~ x~..",~ )0 ....... . ~. xt>~ x C:;.? "- C)' y,~? ,') xO' , <0 x" ''J x"), ",..,'9 <0 <,,; " ,,9> ~ "'!/ 1)., "t)..' 0) ,,'\,' "- lIry' " xix' '" x'Y <0 x" "\ x',. ,> \, ,~~(~~' ,,' ,~~ ". ('\,.,: ".'v' .~" "~:..~t,~_ ,~~ ~~~ x,~ ~,~ y~' '-............;1- ~ '..; --::.~ - -- <:> ~", ~ ;"~? x<:>' xi;)' j ",,<:> "-""'Y x",<J' ~< _" J ^'~ ~ xI'"~ 0<:> " r--"> xt>~ :(;>? x<:>? '" xt>? x<:>? xt>~ x<:>? xt>~ 2 xc)" x<:>~ {"' x<:>? xt>? xt>~ x<:>~ x<:>? IllllHlllllllllllllllii illi ii 1IIIIIIIIIIIIilli-.:; 1t:. .:. J'f" - ~ r~ p ~ 0.5 FOOTCANDLE ISOLINE 0.2 ,FOOTCANDLE ISOLlNE 0.1 FOOTCANDLE ISOLINE PROPOSED LIGHT WITH 6- ARM MOUNT PROPOSED JUNCTION BOX PROPOSED STREET LIGHT CONDUIT. INSTALL IN IRRIGA TlON TRENCH · WHERE POSSIBLE: 30' COVER GRAPHIC SCALE 30 0' 5 30 ~, I ( IN FEET ) . ~ 60 ):. -to :Z o i= 0.. (/)~ Zo otl - 0 -(/) -z >0 l.&J- 0:::11 > LaJ ~ ~ ~ o J: U 0:: :::> o::::t:~ LuU~::Z: ........ "' 0 - ::z:................~ la..JV')'laJ ui=:~O::: a...UO 0..."<(0:: -..... rn laJ .. J::~~O V')Lu~"""" ..0::0 -<laJ g~V)8~ ::z: G~""'IO- ~ laJ V)...... 0:: ~:i2::~~e, a... V) U .......... g: lLJ ~~ go a............ ~o U:J:: ~Q.. c . C,) ~ ........ - bD ~ . ...... ~ Q) Q) ~ . ...... bD ~ ~ rj C,) ~ cd ~ ~ @ , DATE SCALE a o O)~ a::>t:\O C')d o .;:: I Q) r-~~ r- r- .~ ~..--t:\O r-....d C>>~Q) lO..c: -() d><d 0<0:$ .+oJ t:\O r:.. M Q)Q) ,.0 Q)Mr-@> bO C') d 00 .. <:0 .~ "dO~ ..c:vl~ .+oJ .... <:0 Cd ~~~..c: r:.d"--() .... .... d OM~o:$ .... ~ lO M C"':l 00 _,.0 t:lO d .~ Q) ~ M ::s 00 . d o :;j ~ M o ~ I1l d 0:$ M E-t . I1l Q) M ::s .+oJ C) ::s b '{f} . ...... .... ~ .... u 18 SEPT. 2009 1"= 30' DR:~N MLD DESIGNER DG -CHECKED BY PROJECT 09-077 NUMBER SHEET NO. SL2 OF SHEET(S) ~ ~ i t --c >- o ~ <.:) --C - <5 C\J <:$ N':> 1& of /8 pag6 .~ '1 \ ,I' " '\. , - '. - . - .'\.- . '\. '\. '\. '\. '\. '\. '\. ,-,_.~ '\. ~ 11 VID ., . .... ~ l --.,-...--:...-.. " '\. '" _~~\STRb~ ~ 279 ~~-h .~~ t-t' David J., Dougherty E-t ~ tJ ~ OREGON ~ m ~ C4PE A-~~ r '- , 9 FRLA ' qMA \ . - . - . - . -C~ISTING -DitCH TO RfMA:J - . . - , - . - 6PLO-'-'-'-'-' '-' 1GR'-'-'-'-'-' 5 !of A \\ 4 VIT 4 PI..O " .. - \ \ , ,h -'-'-. ~'-'-'-'-'~,-,~,-,-, ) , , ~ EXISTING ~N TO REMAIN~: '. '. . - -:- . / . - Q+.. -: -', -,~ 0~.. ,- ,f; ': ~.. "..",' '... ,.\.0df ..) · , 16 ~ADL &." .').:, , :. EX, . ISTINGI t<.EJ=': ',f Rler:, --:- " ' , :." TO REMAIN ::.. TYP,. ' '. ',:,,:,. f ~~ ; . {.:-J -'-:t> ~lj:~., ._ '. . , .',. ' I.,-&,,^- _ _ :,\- -- \~:.r-r \' 'A~ I . '~:;:r- ! ".. . ~~ _ \ 1 MG \ 11 MA \,\)5 t:)t:N(~ .2(;1 CG I .. ' " C C C C )C C CTHJ=tRJ\11't '. :,:':N I ~- 1 I r-H .9E5N '1 SK 10 NADl..; 50B ,,,.,..4~CT,;. I.,: '" . , . 14 HESO .~ 'G~,~3 .' : -~ <;:1 UJ UJ Z Z ..J ..J :t: :t: U ~ !( <( 1: 1: '. :. ~ c:> . , . . ~... t --i / /~ / i " ANNUALS BY OffiER ,40 BM...J 1018 1flL!4' ~ . '. ' ,/1.', " :!gl/>l> '..,"~ 1>.,' .', .,:c.' ," ',t. . ,., :::', . , ' . IFWl1.. ,r ~-t>' ~.l>' b v" ~"I> "'1 PH:' }, ~: I~ · _ --"~!l'r1,...~lfi".n ,,= =-=:: i- Ir '- -mt::~miM II . I IJ IL 1(, I~ II I~ 'I It II I( II II It II I~ II It " \\ \ . ~" i ~ , ~~~'9~'9 .~ .~ 1 ZS 1>"" t>' --- I> , ";i). C.. ~ ~ ;;,/ , " SH~ 15K 90S 2Z5 ,2_'Y!J2, l> ,PLANTINGS IN THIS AREA TO BE REMOVED AS PART OF PHASE IJ DEVELOPMENT 6 RHAK 6RH6 e.P5M. , 6 l>t> , ;:,1> -tr ~,' .,I>~ ,~/,' , "~*-.:,' ~' ~;t( \ 1 51<. ,13t? 't7 '::J r:~--,~~--'-q'----T:" 1 . :r~~~~'. +C' t = :: :I I I rl \ r - i:t .;' .~ .. 'Q .... 'Q ~;;"' , . .. --- , ---- ,~~ r~t :t~(:'D :~j .. r .- --I ~tffm==t:miLl::fu~~~' ~_I~~ I '\ \ i> , ~---- 1.,---- ~ ." :_.' '.' ,,:)~ o_~. :"~'C:~'~O':,,: /- / / J 6 ') ~. II>, I, b <=::1 ~> 5VID 2 FRLA f: 9PD S BENe. 11 GaS Qr:~, <C=:J ~> 1 ]~c. 6,YIT .2 TIC, '5RHG \ ;3 ~ r-H 1='J...ANT SCHEDUI-E KEY I GTY. BOTANICAL NAME CEXISTING NON-IRRI6A I c..J L.AJl'iN TO REMA8 J r<.EES ACRO 4 Bl:J 6- BENC 1:2 COE S CD 5 FRLA i GR 4 51< 4 TIC 14 TPH 11 ZS 5 ., .', ..'.:'.~ SHRUBS '" BM.J 40. CT 12 C05 SO ESN 96 EUA 96 MA S1 Me 11 06 25 PIFF 12 PLg,----- _~..__,_ .. PHG 20 F-HAk 24 F-HG 11 FUS 4 SPD 11 VID 5i VIT 54 VIPT 14 .-.~..---~_. @ 11 HESO I 9 ACRQ -.;1 9 CT 1::8- <C=J ....f .9' C:>' 1 ZS ;1 '6. I ~ ~ ~ . = .- &; ~ ~ 11'....$ !~~ cnO\tI) ~, s'~ e:fa;. J! 0'" en = 0 3=. cu f8 it' i dt ~ tn~ aD" ~ ~_I;lJA . ' lTFH :J _ 12 MAFt iBeG THIS RAIN GAFaDEN 1 VIPT 9: Pl..O 26 NADL. 1 ZS 6 VIP 8.VID I, , '" I> . t> , . ~ . << ~l> 1 RlS' 5 G<,:>9 2,,61 :N,,,",, ,t> I> . GUJ a:=> :JZ :t:W O.~5 ~::tffi li:O~ <(0: mLUci ~..J ~~YJ, -OLL 111100 0 G a: .'Z Wl-LQ- ZCJ)~a: ~ <0 a.. OW~CJ) <C=1 c:> Ji'~. ~ ~'. "- VISIQl'l Gl. ~ j . ',,1 t ZONE - TYP. ". 6' t> SMA 14 POM 10RHAK 2',~ 6YIT 606 :3 CT 9 YIF'T SMe ~11 HE50 I> . , ~ 1 ACRO r ' lCOE 4Jt"'H COMMON NAME MIN. SIZE l cOMMENTS PJ.ANTINcS I-EcSENO tilt:.. 0 C!l :c w a: U 0 a: ci ...J :::> W :c LL ,(!J 0 tilt:.. -- a: a: I- 00- W Wen I-i= w Za.. :::) ttL ~<( W > Q.m <c -' - <( J:W - 000 0 a: ~Ci5 w ~ ~I- ~ 0 ~en 0 ~ t=-= W<( 0 w ZW -, 0 a: 0... , DATE: 29 SEPT. 200Cf REVISIONS: Acer rubrum 'October Glory' Betula jacquemontH Betula nigra 'Cully' Cornus 'Eddie's Y"U1ite Y'bnder' calocedrus deccurere Fraxinus latif'olia Quercus rubra Stewartia koreana Tilia cordata Thuja plicata 'Ho~an' Zelkova serrata October Glory Maple JackmOfltJ Birch Herita~e Blrc.h Y"U1ite ~nder Dogwood Incerlse Cedar Oregon Ash F.ed Oak !<orean Stewartla Little L.eaf Linden Hogan F.ed Cedar ...Jap~mese Zelkova 2"cal. 2" cat. 2" cal. 2" cal. 10' ht. 2" cal. 2" cal. 2" cal. :2"cal. e/ ht, 2/1 cal. Suxus microphylla '...Japonica' Choisya ternata Cornus serlcea Escallonia. 'Newport Dwarf" Euonymus alata 'Compacta' Mahonia BUquif'olium Myrica californica osmanthus x burkWoodii Pieris Forest Flame' F.runy~_I?lurQ~,eri:l!!?,YP. _~QttQ~Yls~n~_ Photinia glabra F-hododendron 'Anah Krusche' F-hododendron 'Gomer Y'laterer' Ribes sanguineurn Spiraea douglCil&ii Viburnum davidii Viburnum tinus 'Sprin~ Bouquer~' ViburnumpUcatum tomentosum 1 gal. 5 gal. 5 gal. 5,gal, 5 gal 5 ~al. 5 gal. 5 g'al. 5 gal. _____ ?_gal.... 5 gal. 5 ~al. 5 ~al. 5 gal. $ gal. 5 ~al. 5 gal 5 gal. Japanese Boxwood Mexican Orange F.ed-OSier Do~d Newport Pwarl' r:;'c,rqllonia, Burnin~ Bush Oregon Grape Pacific Y'Iax Myrtle Burkwood osmanthU$ Forest Flame Pieris QJ:j:.g_J.,tJy~~n E;ng.li~ltJ41Jr~L ...Japanese Photinla Anah KruSG-he F-hododendron Gomer Y'laterer F-hododendron F.ed flowering CUrrent ~tem spiraea David Viburnum Spring Bouquet Viburnum Double File Viburnum GROUNDCOVERS, GRASSES, BUL.BS AND PERENNIALS Pd.J Cf:tO CG HESO ..JUE MAF. -NADL ~POM : RUe / " ~/ '" )/ 24" o.c. Arctostaphylos uva-ursi 24" o,c. Carex obnupta '15 Camassia q,uamash 1'1 Hemoracallis 'Stella D' 01"0' 18" o.c. ...Juncus eff'usus 26+ -Mahonia repens. eo Nandina domestica 'Lemon Hill' ,90 Poll,tstichum munitwn 24" o,c. ~bus calyc.inaides Kinnikinnick Slough Sed~e camas Stella D' Oro Daylily SOft Rush creeping MahOflia Lemon Hill Nandina SWord Fern ~J;:~.~pit;lgJ~~bc~~_ry.., , 1 gal. B.R plu~s bulb 1 gal. B.F-. plugs 1 gal. 1 gal. 1 gal .1.g~I~, Matching, limbed up to approx. 6 ft, Mataling.. full, Be mUlti-stem" full. Be single stem, B4B. matchin~. full Matching. full MatchIng. full. Be Matching. limbed up to ~YI 'ox. 6 ft. single stem. B46. matching. full Matching, .limbed up to approx. 6 ft. Matching. full, B4B Matching. limbed up to approx. 6 ft. J-AY'{N L'5HAvr:' I Kt:t: y ~-': . GROUNDCOVER (RUe) ORNAMENTAL t t'<t-t- ~ e&ROUNDCOVER (MAR) CONIFEROUS I KEE ~~t"t-I lED S~ BOTrOM (SEE NO I I::S) EXISTING DECIDUOUS Ir<.-FF ~ GROUNDCO\IEF1. (C,AO) matching~ full matching. full. staked matching, full matGhing~ full. matching, full matching. full matching~ full matching. full matChing, full rn~I1!"-g,-f~JL_.. _..,_____... matching. full matching. full matching. full matching. full matc.hing. full matching, full matching. full matching, full ~~1i~~ l_...._ _......"'..~ o EXISTING CONIFEROUS Tf<FF .- SEASONAL. COLOR l~', I ... " , ..' SHRUBS . -.' .,. . .. . ... .. BULBS OR PERENNIALS NOTES matching. full matching. full large matching, full matching, full full, 2~ o.c. matching. full matching. full ..... ,m$z<;;,hjl1g..ty!l, ' 1. SEE SHa:1 LA-l FOR DETAILS, SOIL PREPA~TION ANI:' IRRIGATION SYSTEM DESCRIPTION. 2. CEe ENGINCJ::r<'S DF<AViINGS FOR SITE GRADING INF0R.t-1A TION AND STOF<MYiA TER FAC.IUTY SECTIONS. S. Sa:v MIXTl.JF<E AT SYiALE SU'IIOMS TO BE 'NATIVE ~1-ANDS MIX' BY SUNMAAK St:t:LIS. 1-888-214--1399. St:t:.vIN6. RATE TO BE 1.SPOUNDS r-r::r<. 100 SF. FOR PLAN REVIEW ONLY - NOT FOR CONSTRUCTION _A \JDSCA ::>-= =>LA \ DWG NO. - CB LA-1 - 0510 20 SCALE: i=20'-0" 40 80 NORTH j ~!~~:-R9P~RI~t~~9 JwNl.:(t:r'J!JLJicil~ "L\.", r,,.;t 17 of /! pages z ~ in /____ <L.~ "\;~ ~ '''/.,. . ~~\- ~~~Y'. ~ ,-', ~-- ~, ;7:/7 ~,.. k/./ -- ------ C-- J k .' 4' , , SLOPE TO GRADE ~. : Z 'If' - ('-i 1: , , NOTE , MARK THE NORTH SIDEQF "rHE TREE IN THE Ni.JRSEf<.Y, AND ROTATE "Ir<.c:: TO FACE NORTH AT THE sm:: ViHEN ~ POSSIBLE. .@ "TYPICAL C<::?NIFER I t<.EE PLANTIN<.S1 SECTION \J) Ii~ 0..( triQ~ - z.,,- ..J:<t:~ !ztfi~ ~~~ lLUJlL UJ\O UJ~ Z ~ 2 X RooTBALL DIAMc 1 C< - MIN. . '. @ TYPICAL SlHRUB PLANTING SECTION GUY ViIRE ~~,\\Y N} p-~ =__ ' l_ STAKES AS SPECIFIED '- EVlENLY SPACED (2) STAKES EACH TREE -- ! it f ~ . ~~"';""~"~ ~ -. .~~^ :~:~ >. :.f..:;,:.-::.:.. .. )~;~\1(fH:tt:'I1~i~ ~ r' , ".-' " ,'. ..fAY// ;~H; J{~'ji~~?:~~ / / / CtJf<.6 ON ASPHALT f'~1" <b\..of'e . 2" e~ ~101" A f'~ REMOVE BURLAP FROM TOP 1/S OF ROOT BALL MULCH AS SPECIFIED (2" Cl..EAR AT Tf<.VNK) MULCH RING ViITH SPAvt::L.I EDGE AT PLANTlNG'SOIL SUB GRADE COMPACi ev TOPSoIL (BELOVi ROOTBAII c, ONLY) REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (:2" CLEAR AT TRUNK) PLANTING SOIL ViITH SPECIFIED FERTILI.a:J'" AND AMENDMENTS COMPACTED TOPSC>IL (BEbOYi ROOT BAJ.J..S ONLY) SCARIFIED StJ8-GRADE SCALE: 1/2" = 11-0" c: E ~ ('-i ~'~~ \J) fa 1i:J <( ~ 2~ . '. . / Z \J) I \: GUY Vilr~ ST AKE:I AS SPECIFIED - EV'ENL Y SPACED (2) EACH ORNAMENTAL/CONIr-t:r<. 'l"REE (S) EACH SHADE TREE . REMOVE BURLAP FROM TOP 1/9 OF ROOT BALL , MULCH j~ SPECIFIED (2" CLEAR AT T'RUNK) , CONCRf:rE ViALK OR QJf<.6 . PLANTING SOIL 'SUf3GRi~E . COMPAC,It:V TOPSOIL (BELOY'l1 ROOT BALLS ONLY) NVI r:: MARK NORTH SIDE OF TREE AT NURSERY. ROTATE""f<.EE TO FACE NORTH ViHEN PLANTING. f?'\ \Jc:3J , I r<.EE PLANTING AT PARKll~G AR.EAS SECTION SCALE: 1/2" = 11-0" o () AD.JACENT BUILDING OR EDGE OF PLANT BED \ o o () ~ N . o ;', ~ o o ,0 o ~ ~ 0" o SPACING "D" 3" 0 .C. 6" O.C. q" O.C. 12" O,C. 15" O.C. SPACING "D" 18" O.C. 24" O.C. 30" O.C. 36" o.c,. 48" O.C. ROVi "A" 15.6" 20.e" 26.0" 30.0" 41.5" ROVi "A" 2.6" 5.2" i.e" 10,4" 13.0" . (!,.S\, , GR. OUNDCOVER SPACING DIAGRAM \J::t..V PLAN NTS NUIt:: FINISHED GRADE, UNI FC.S INDIC.A I t:I..I OTHERYiI5E:, IS COMPRISED OF A HORIZONTAL PLANE S" ABOVE THE HIGHEST AD...JACENT EDGE. q" 0) SCALE: 1/2" = 1'-0" S" MULCH (T Art::t<S TO 1" AT SIDEYiALK) FINISl-tev GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR Dcr I, H) PLANT BED EC'Gf= AT PAVEMENT SECTION SCALE: 1" = 1'-0" i~~ ~ fa Om UJ tL~ Z ~ f?'\ \!:::::;J ~(',\ST.€I?~.~ ~v 279 '<0 .~(.-A. ~ ~ David J~~~ ~ U ~ OREGON ~ Q}0 ~ 4PE A'~.~\j~T J .~ ~l .....B ! :5t Q~ ~ ~ s 13 .3 liO V) th lf~~ ~.~ ~ Iii =oS ~ cu rg. _ c . ~CUM ~ ~~ LU . ~ ~ \ GUY ViIRE STAKES AS SPECIFIE-:D - EVENLY SPACED (2) EACH ORNAMENT AL/CONlrt::r'" TREE (S) EACH SHADE ~ 4' SL0T"'t: TO GRADE REMOVE 6Uf<.LAP F~OM TOP 1/9 .OF ROOT BALL MULCH AS SPECIFIED (2" C1..EAR AT TRUNK) MULCH RING ViITH SPAvQ.) EDGE AT LAViNS (SIZE AS SPECIFIED) f~_ _ ~_ . . 1furn -.-' '.: . :,:,.,.. ,~t :;: .:~:;: __ . . ,. . ," ~ ....,~ ...",.... ~-~ " ..: .." ".. ....... .. .. ."....." ". . -.... ......... ........ '" . CONCRc I r:: ViALK OF~ CUf<.6 J:w 0::> a:Z ~W O>Z <CO J--: . C) (/)....JW - <( rv-. 1--....... a.~O <( w - m. Q W~....J O~!:!J -Ou.. (/)O(!J I- Z (/)Lt)ii: <(~a.. W ..q- CD, PLANTING SOIL. SUB GRADE I COMPACTED TOPSOIL (BI='I"')~ ROOT BALLS ONL YJ , TREE IN PLANT BED OR LAViN (PLANT BED ~~) , NOTE MAR~ Nth< I ff SIDE OF TREE' AT.' NU~o:.Y. ROTATE'!"REE TO FACE MARK NORTH ViHEN PLANTING. tr w Z ~ o TYPICAL STREET f r<t:t! PLANTIN<9r SECTION SCALE: 1/~" = 11-0" LANDSCAPE c5rUIDEL.INES e fa 5t5 a:g =:l!:Y J:~ O,L lE a:1-9s wOO I-- -I- W z .:) Wc...L O<(~ o..m :fW~ UJOa: a: _.W' OCf)~ ~I-~ ;:000 ~~i A. SOIL PREPARATION LAViN AREAS 1. FINISHED ELEVATION OF SUB-BASE TO BE 8" MINIMUM BI=I ~ FINISHED GRADE. 2. TILL StJBGRADE THOROUGHL YTOA DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. S. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. Avv 15-5-10.-10. r~ IILI.a:r:-. TO TOPSOIL AT A RATE OF 20. LBS. rt:1"C. 10.0.0. SF. ROTO-TlLL AMENDMENTS AND TOPSOIL TO A vr::r IH OF 8-10." MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE. CR,UMBL Y COMPOSITION AND IS NOT COMPACIr:::a..J. StJB-~ASE AND TOPSOIL SHOULD BE DRY DlJR.ING INSTALLATION AND GRADING TO PREVeNT COMPACTION AND F~E'POOR DFltAINAGE CONDITIONS. IPNA11VE'90It. CHAFtACf t:r<JSTlCS' AFte UNSATISFACTORY. AN ArrKOVED SANDY LOAM SHOULD BE IMPORIl::v TO THE SITE. PLANT BEDS 1~ FINISHED F' FVATlON OFSU6:...BASE TO ee 18"MINIMUM eELOYi FINISHED GRADE. 2. TILL StJBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF Tvr-::OIL. S. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MAIt::r"'IAL AND 15-5-10.-10. fERTlLI.u:r<.TO TOPSOIL AT THE RATE, OF 20. LaS. r~ 10.0.0. SF. ROTa-TILL AMENDMENTS.ANO T(.fl-:::OIL TO A vcr I H OF 8" MINIMUM. 4. PROVIDE S" OF SHRevvED FIR BARK MULCH OVER ALL PLANT Sr::v5. 5. PROVIDED "SPAvt:VEDGE" TO SEPARATE lAY'INS AND PLANT BEDS. RAIN GARDENS 1. SEE ENGINt:t:l"'.'S DRAYiINGS FOR $OIL vr::r 1 H. 2. PLACE SUBGRADE. ADD 4" OF ORGANIC MA 1 t::r'IAL AND 15-5-10.-10. FERTILIZER TO Tvr::OlL. AT THE RATE OF 20. J ~c,. PER 10.0.0. SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A vr::rl H OF 8" MINIMUM. S~ PROVIDE S" vr::r I H OF 1-1/2" ROUND RIVER ROCK MULCH OVER ALL SYiALES. B. PLANT MA TERfAL 1. PROVIDE ONLY HEALTHY. FULL PLANT MAI~IAL AT SIzes INDICA".t:V. 2. PLANT SUBSTITUTIONS TO BE Af-rKOVED BY LANDSCAPE ARCHfTECT. S. PLANT LAYOUT TO BE At-rKOVED BY LANDSCAPE ARCHfTECT PRIOR TO INSTALLATION. C. Sc::vING 1. AFPL Y St:t:V AT AA 1 ~. SPECIFIED BY MANVFAC"T'lJR~. 2. CON'T'RACTOR RESPONSIBLE FOR MAINTAINING Sc::vED AREA THf<.OIJGH ESTABLISHMENT". S. RE-5EED ANY AREAS AS NEc.l=c::,C;A~YTO ACHIEVE FULL HEALTHY 1lJFtF. D. TR.EE PR0 . r::CTlON 1. PRult:CT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. CUT NO ROOT LARGER THAN ~" ViITHOUT AI , ,.;.OV AL BY LANDSCAPE ARCHITECT. S. PROVIDE PRUI t:CTIVE FENCIN<=? AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES -ro .REMAIN. ~ o W J o a: a.. DATE: 29 SEPT. 200Gf 1Fe.r;tIGtA TION Soy'S I c;M DE5CFe.h- I ION 1. COMPU::,C IRRIGATION DESIGN ViILL BE SUBMIIIt:V FOR BUILDING r~MIT. 2. SYSTEM ViILL PROVIDE HEAD TO. HEAD ~GE' S. SYSTEM ViILL PROVIDE SEP~~ TE ZONES FOR J...Affi AND SHRUB AREAS, 4. SYSTEM ViILL PROVIDE SEPARATE ZONES FOR DIFn::~ENT SOLAR ORIENTATIC>NS. 5. HEAD LAYOUT ViILL MINIMIZE OVEf<.SPRAY ONTC> PAVED SURFACES. 6. SYSTEM ViILL BE (..Ir~ 1 t:.L> AUTOMATICALLY. i. DRIP IRRIGATION ViILL BE INSTALLED AT PLANTING AREAS TO BE REMOVED FOR FlJ11Jf<.E PH~CG OF DEVELOPMENT. REVISIONS: DWG NO. FOR PLAN REVIEW ONLY - NOT FOR CONSTRUCTION LA '-J )SCA:>:: ) = I AILS A\) '-J_O I~~ LA-2 qf,r~~P\Q~~Alqldlr2()Q9 I g of / g pages rl'\C"vLmwil 1',1.,1., ·