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Plan, Tentative APPLICANT 8/10/2010
~~ ;<2>- ...~ O' f ~ ~ ... rl lfl .J/,. ~ III 8i ;:l I 03' ! 8 ~ . i' ~ ~ ~ i ! :E u 07$ .oJ g i .~ l! 9- ld m ---J" ~.. ~ .;t". . ~ ~7Q) ~ -f ~ ,. .. ~ SANITARY MANHOLE RIM. 479.87 rI- ... g ~G ,. i! ~,. EXISTING 3.5 HIGH-,...J - : CHAlNLfNK FENCE! ~ll ~'"'' <1i. ;Q 6' HiGH BRICK WALL ,. I : I ,. I,. ~: g; .~,. ,. ~ ~. $. ,-,,,, ~ ~~---- ~ ;<2 .t ., ~ + r-.. g ~@ i! .,; +~ EXIS TING 3.5 #-IGH--.. CHAlNLlNK FENCE '" ft 2 R! L' ~ \-:~ "i , EX/STING .....-I ~ ~ ~ . 5.5' H1GH WOOD FENCE .~ ,,~ g ....(9 ~ ~ "',.' ,- ~ ~ .~~.~~ ." +, -~..~-;. U) Q Q 'It'@ ~ I I I I' . I I 'II" I I'''' III ""11 '1"1 I I "'1111" I "1 I 'IIIl 'I "I' I I I 1'11'" I 111I'l "'1"11"11 'II' I '" ~ '1'1 ~ 1'1 ' ~I"" I 1'1"'1'" II" I '1"1'11'1'1'11 111" 1111'1111' "I" 1"111' WORS1IIP GE'NTE'R }lrOR E'AS11 SIDEr. 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'+' ...,.... .. ... .. ... ... ... .... ... ;. ... .... .... ... ... ... ..". ... ... .... ... ... +' .. ... ... ... .....&...'t. ,7, ___> "f.. "_ 11 .,,16. __, ;\'.,,,:,. J_'". t." ...._...,. ..r.. ___+ .. f__" .. .... -- S41'~8' 46"E 224.52 / ~ /" , /. '> / +/ ~ 7 V n +- L ..,' ij/ / "~l- ~/. t'- . i.'~L~ -;. ~o/~/~/ :@ ... / ,{> ,,/./~ ~ 7 /~; ~ on ft<f'.t' ./ / ~@ g~~~ / ~ ~~ "/o,~ ()~ " $, ~~ / /: '% . e;,>'Ii1fr + Y ^ o~ 0-<) ", o~ 0& "'- .. ~ ~/' '?c:.-~ / .~ /~ ~~';J ,#y K / . / + /;/ ~ l~~ - - - t//- /1 ~@ ""'.~ / I;:'; '\.,."\" ( ,... 7 ",. \. . ~"'- ,~\ ~ ~ l~ (II) "j+. '~\ ~ /~ ,: g. ~\',,, ~':' 'It'@ '{~:\' ~'- ~ EXISTING ~ !J:\ . ~ 1 .... ~ @ 5.5' WOOD FENt... E ~ '.. ~ ~~. , ...Q., : EXISTING ~ ...:l I 6' WOOD FENCE ~ ~ ~ ..!~Z ~~~ . . SANITARY MANHOLE RIM= 479.92 " ~-'~"'@.. i .... ... '" K +- '" ~ + ~ + ~ -~ ~ x"" ... "'~ .;. "+ q~ ~- ~.~ I T ~ ~ ~ +- . on ~ I ~~ .....~~ '--"25' -~ ~",... ~~ ~+ " f.~ ~)~ ~ /+ ~ #..X........ ~~<: 5< ~ ~ ~ ~ + .. "" ~ X,iff' ~ ,^",----'" .<;>; '. .., ~ ,,~-,tS""'" '*' *~..t,W.'/<:' ~...."" + ~ @ t'- Q ~e ~ EXISTING - 6' WOOD FENCE SANITARY MH RIM=477.54 40 TAX MAP 17-02-31-1-4. TAX LOT 4000 -- 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 A 10 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 y.'{ y.....,.,.......' \ (II) ... ~@ ~ SHEET INDEX 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 1 ST FLOOR PLAN SHEET 11 SECOND FLOOR PLAN SHEET 12 EAST & WEST ELEVATIONS SHEET 13 NORTH & SOUTH ELEVATIONS SHEET 14 iNTERIOR WALL ELEVA770NS AT LINE 4 SHEET 15 SITTlONS 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 FRAMING 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 31 STRUCTURAL DETAILS SHEET 32 PARKING LOT LIGHTING SHEET 33 . PHOTOMETRICS SHEET 34 LANDSCAPE PLAN (BY OTHERS) SHEET 35 IRRIGATION PLAN (BY OTHERS) SHEET 36 TELEPHONE NORM PALMER (541) 484":"8084 (QWEST COMMUNICATIONS) WATER (SUB) BART MCGEE (541) 744..:..3756 SAN SEWER (PRIVATE) STEVE GRAHAM (541) 726-3665 SAN SEWER (PUBLIC) DENNY WRIGHT (541) 736-1010 STORM DRAINAGE STEVE GRAHAM (541) 726-3665 (PRIVATE) STORM DRAINAGE DENNY WRIGHT (541) 736-1010 (PUBLIC) FIRE AL GERARD (541) 726-2294 + GILBERT GORDON (541) 726-2293 CABLE (COMCAST) TOM HENERTY (541) 434-7690 (541) 228-1884 DICK PERSHERN (541) 434-7691 (541) 228-1883 ENGINEER: CML, GEO- TECHNICAL ct b I f(UCTURAL CONTACT: RENE' FABRICANT, P.E., S.t. BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD OR, 97477 PHONE: (541) 746-0637 FAX: (541) 746-0389 E-mail: rene@branchengineering.com t ,,; ~ :-J< ~~~ X I I 1 0) ~@ ~ SITE Ie PROJECT DATA OWNER Be APPUCANT EXISTING USE EAST SIDE BAPTIST CHURCH CHURCH 4045 COMMERCIAL AVE. PROPOSED USE SPRINGFIELD, OREGON 97478 CHURCH S'lltEJj'J" ADDRESS 4045 COMMERCIAL AVE. DESCRIPTION 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 AREA: PROPOSED NEW BUILDING FOOTPRINT AREA: 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 (/) FOR EACH 200 FT2 OF GROSS FLOOR AREA FOR THE REMAINDER OF THE BUILDING, 33,318 S.F. 8,572 S.F. 41,890 S.F. =24% 4,209 S.F. =2% 33,792 S.F. 10,750 S.F. 44,542 S.F. =26% 26,641 S.F. =18% 44,877 S.F. =26% 169,410 S.F. EXIS11NG CHURCH: REQUIRED 8,322 FT2/200 = HANDICAP SPACES: 42 SPACES 2 SPACES 44 SPACES 58 SPACES PROVIDED EXISTING PARKING: NEW WORSHIP CEh I t:.tl: REQUIRED: LOWER LEVEL 4,814 FT2/1 00 LOWER LEVEL 6,326 Ff2/200 TOTAL 48 SPACES 32 SPACES 80 SPACES PROVIDED NEW PARKING: STANDARD SPACES: COMPACT SPACES: HANDICAP SPACES: PROVIDED NEW PARKING: 63 SPACES 13 SPACES 4 SPACES 80 SPACES TOTAL REQUIRED: TOTAL PROVIDED: 124 SPACES 138 SPACES ~:LU ~y . Y -:rLlD-G oom I 5fTE PlAN ~NT'1t TfUf t~ Sf S \ 'D <E.. t2:ifTPn 5 T Cttu R.,LH lo-rl1 ~ , i ~COMERIQAL. ~h <:' ~ t;i .J J-..,: (f) Q (f) ~ ;I: ~ (() J..;;; 0> t-r) ~ t-r) MAIN ST. 8 APPROX. LTO BUS STOP LOGA nON B VICINITY MAP NOT UTIUTY REPRESENTATll'ES UTILITY REPRESENTATIVE PHONE GAS GREG STIFFLER (541) 342-3661 ( EXT. 8376 ,NORTHWEST NATURAL) gjs@nwnatural.com (541) 953-4114 ELECTRICITY (SUB). ED HEAD (541) 744-3707 GUENTER MATYSZKAK (541) 736-3296 guenterm@subutil.com TO SCALE DESIGN TEAM ~. SURVEYOR CONTACT: RENEE CLOUGH, P.L.S., W.R.E. BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFlELD.ORt 97477 PHONE: (541) 746-0637 FAX: (541) 746-0389 E-mail: surveyor@branchengineering.com LANDSCAPE ARCH/ I t:CT CONTACT: DAVID DOUGHERTY, ASLA DLA, INC. 474 WILLAMtllt ST.I SUIrE 305 EUGENE, OREGON 97401 PHONE: (541) 683-580.3 FAX: (541) 68J~8183 E-mail: davidd@dladesign.com BICYCLE SUMMARY: REQUIRED: PROVIDED: 23 SPACES 23 SPACES o SPACES SHORT TERM LONG TERM EXISTING BUILDING CONSTRUCTION TYPE l?B BUILDING J!iA.t'ANSION OCCUPANCY A3 CONSTRUCTION TYPE liB TIME OF 1:tlA VEL ZONE: THE WELLHEAD PROTECnON 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 :<<ANSIT F AClLll'J.lSS THE NEAREST BUS STOP IS LOCATED AT 42ND ST. AND MAIN ST. FLOOD PLAIN BASED ON MAP NO. 41039CII61 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 'INTERSECnON OF 40TH STREET AND COMMERICAL AVE. CITY OF SPRINGFIELD BM #138 (ELEVATION = 479.71) .;:. m . . z -0 .i= 0.. (/)i2 -z u O.~ - 0 (/) - -z >0 LaJ- o::!1 > L.IJ e:: ~ I- <( o ::r:l&.J U::> ~Z :r: LIJ - ~U>Z I-- -<:(0 Z.J.-- ~- L1JV)--.llaJ l.> i::: ~ Ck: - o..l.>O a.. ~ 0:::: L ........ ci) laJ ~ r-- ::r: ~C) l&.J (f)l&.J~-J ~ - ~ Q:: C) 0 !::! (f) o-J 0 ........ (.) La- - .. ~~(f) ~~Q:: I- t--. IJ) Z . i=: l.aJ ~ ~~V)~~~~::> ~la.J~Oa..-UO - ~Z~~V).~U Cl. C . ~ ~ ....... ~ .-4 tA ~ r- CI>(; C>>r- ~'e ~ &; ij;i Q,) ~ N c:> S ~ ~ Soor- S 0.-4 ..l- CI> t..) Q,) S- aI~=a.;g rn.-4tntne '" ttO ~ . ..... ~ (I) (I) d . ..... ~ ~ ~ r1 C) ~ cd ~ r1 ~ l:"- I:"- t:!: C>> a! .....,bD OQ t ~ t? .... 1:1 0 co i a; .. 0 "'C:II Cf:3]~ t:rt:::~l- 11 ~ .~ -=- ~ ~ ~~ ...... CO':) tn _ DATE 1 AUG. 2010 SCALE DRA WN BY . DESIGNER 1" = 40 ' . CH~CKED . BY PROJECT NUMBER SHEET NO. CO e.. f: 09-077 JLB RF CI1 -.I ~ o tt: t 'lIJ( >- (.) ~ o 'lIJ( - C; C\.l ~ ED ~ ~ ~ (Q 9;; ~ 11j ~ .~ t =' tr.l . - <<S Co) ~~ ~ .s b.O 0 ~ Q,) . ,... t.!:J ~ . Q) s= Q) 0 ~ ..... ..... ~ ~~ r:1 ~ ..cl 0) o ~ ; e:= ~ . ~ ~ : S : C) t =' b tn . ~ . .... c..> OF s 1 Orfginll 8ubmjt~~ .~-- .~.. __ 1"'1'_" I'. '1')'1'" I ""'" - 'I~ EXISTING CONDITIONS PLAN FOR EAST SIDE BAPTIST CHUHCH S.E. 1/4, N.E. 1/4, SEC. 81, T.17S., R.2lY., lY.M. SPRINGFIELD, LANE COUNTY, OREGON " ~ '55 FEET FlfOM Nfl rMr""Tr V- ~) ~t\9' w APRIL 16, 2009 SCALE 1 "=40' REVISED MARCH 18, 2010 LEGEl+ID PROPERTY LINE . EXISTING DECIDUOUS TREE CURB. EXCEPT WHERE OTHERWISE NOTED EXIS TlNG FENCE j:'.' /.:, <:;:'..~..t ~ EXISTING CONCRETE .. , "- . .. .. . . ~. EXISTING GRA VEL EXISTING APHAL T PAVING EDGE - -- EX !;;;:' SrM- - EXISTING STORM - -- 'EX 8" SAN- - EXISTING SANITARY SEWER EXISTING GROUND ELEVA TlON EXISTING FIRE HYDRANT EXISTING IRRIGA TlON OR WATER VALVE EXISTING WA TER VAL VE wi WOOD BOX - - - - -EX. W':' - - _..c.. - EXISTING WA TERLlNE - - EX G - - - - - EXISTING GAS OHW EXISTING OVERHEAD WIRES EXISTING TOP OF BANK EXISTING TOE OF SLOPE EXISTING CONTOUR (fI-t- )( _._._.~.- EXISTING AREA DRAIN ;--- 8.WTAIlY IW#IOt.E I RIle 479.92 8" FL 1Mf1o mOB 8" FL CSlf). 47aJiJ 8" FL t'SS- 47.5.11 8 3 ~~ I ---------480- EXISTING MANHOLE EXISTING SUPPORT POLE FOR OVERHEAD WIRES EXISTING DITCH' FLOWLINE EXISTING EASEMENT (fI-~ x" EXISTING GUY WIRE ~fJ tj ~G> ~ EXISTING BUILDING EXISTING HOSE BIB EXISTING PARKING STALL STRIPING TAX LOT NUMBER SUBDIVISION LOT NUMBER EXISTING ELECTRICAL METER EXISTING BUILDING POST D/W DENOTl~S DRIVEWA Y TFC DENOTES TOP FACE. OF CURB. BORE-2 DENOTES GEOTECHNICAL 80RE HOLE LOCATION AND NUM8ER TOE DENOTES ELEVATION AT TOE. OF RETAINING WALL TOP DENOTES ELEVATION AT TOP OF RETAINING WALL FL DENOTES FLOW LINE EXISTING 8LOCK PLANTER BOX wi CHURCH SIGN EXISTING MAIL BOX EXISTING IRRIGA TlON CONTROLS EXISTING WA TER METER ~t. X ~'b X ~ X ~.. ~.. X ~.. X ~' X X x~ ~~ ~" X ~ X ,1> X X ~" ~ X X ~.. #' X ~~ X X ~ x~. ~ X" ~t; X X $' X #' X ~... X" X~ ~~ ...~ ~0 ~" x'" ~~ X Nom ~$l )( ~ x (fl' . ~ ~~:OOKU" I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COM81NA TION OF UTILITY LOCATE MARKINGS AND FIELD LOCATION OF SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTlFICA TlON IS MADE AS TO ACTUAL LOCA TlON OF UNDERGROUND LINES. 2. THIS DOES NOT CONSTITUTE A 80UNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MA Y DISCLOSE. ~*). x I ~ I ~..~@ I --____J ., / ~,. ~,' ~ ~, iiI" . Ax EmTM-- 6' It'OOO F'ENCE ",,, x ~., X ~ X , ...... ...-.-.-....- . ~ ,tJ' >?~ x ~ x &77 #> X .s>"fJ ~@ ~...., .(I>.@ ss:DNO .."",.,., &1M MUlE MFAIOIPS ~ ~~ ~ x " X# ~...f> ~@ ~ x" r .~. REGISTERED PROFESSIONAL LAND SURVEYOR # x .Y x ~ .,rl.:- #' x 9,.'a:!s. ~ <0... \:. '\,1- t/<X ~, $' ~ , OREGON NOVEMBER 30. 2007 RENEE CLOUGH , 691 62LS #' EXPIRES: December 3/. 20/1 ... rl lfl J1. ~ ;:1 ~ 0; I iit g ~ f ~ a 2 ~ ! s a: & ~ ~Cb bf~ ~\>. @ ~ 3ranc~lEngineering, ..nc. ~ 310 Fifth Street Springfieldt Oregon 97477 (541)746-0637 FAX (541)746--0389 branchadmin@branchengineering.com Ci'vil · Structures · Transportation. Surveying PROJECT No.09-060 1 ~ ~ ::::i !f). ] u ~ i ti .., in 1;; til ~ i ~ N 01 20 I 11iI'1II~'" . o D e Received: AUG 1 0 2010 I 40 TAX MAP /7-02-3/-/-4 ~~ . -"" ,,"l' TAX LOT 4000 OF SHEET(S) _ '" .~. , DWG. NO. 09-060 TOPO 2 Onglnal !...t,l .1tftC![, 20f \1 paqcs. ~~ ..., ~~ p);";' !;;:~ 0+ ~ ~ '<l- ... ... ( ~ ~ ;:l I 03' .f-.:" ~ tf ~ t ~ ~ ~ t ~ NOTES _:.....~ E-4 = n~ E-4 tI) :i c ~ III I . III '1_ .. --.r'111 ,.~ 'I I 'II I' Cl:) gj "t- SANITARY MANHOLE RIM'" 479.92 v -~- '<') Q) ...... -j- - ~-,--_.. .- "" ~ -.... ! ;; * ~ '-> "t: ~~ ~~ -4= g ti ~ - - ---=1-- ~ ~- ~ --+ ~ ~ ~ "'" "," r\~;~~J:;!~~~~~~~1~i _,~ ~~~-;~tr...ll::~..._.._... " ! r. ;;;:~cO'-=,",_:::::::-V'r'" {::.~.' ~ ~~1-'-:..,....._.,_.-....p>__...... \~__..~___478"-- .s>~Af ,---.~ ~ -~ \",f ~ ~-----------o: l:: 'V: :,,, it I ~~~~~J "'---. ---- -- ~-;j ~ . I 479.3 r ~~{)T .,~. I ;' lJ.'C 47.9 -:"" it ~ t'<,,:::'/ v ~ 18,& ~ -- - ...i'~" I ;:f Q?,q-i,f8J; <:""~ T !(: ,,~- ~~ 6' HIGH WOOD FENCE Ih .~~, ,,~~~V J. ~ ,:t/ ',~ r I, R ~ ~(, ~ ,,!;;: C> '~ ~ ~.. /0<" r-l, ~i if SAWCUT ~ + ~~i I' ~ i //"//:" ,~ . I ~ J t ~r/' t". -.... " \-- ,.... '0 I J/ OV <:> I I~ Cl:) "'''~.' ~/ ,0' ~ G .. 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ASPHAL T EXISTING FENCE EXISTING APHAL T PAVING EDGE EXISTING DECIDUOUS TREE EXISTiNG DECIDUOUS TREE TO BE REMOVED EXISTING CONCRETE ~ ..,. ------------ ------------ r',' ,'>, '.} + ...t- tI') ~ SA WCUT [~~%~~;;~:~~ EXISTING GRA VEL '1.> ix"'.">' + U EXISTING GROUND ELEVATION 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 EXlS TlNG 6' CHAINLlNK FENCE '180 -' EXISTING CONTOUR M \0 "'""i 1O~ ~\!:jJ r-.. o ~0 ~ EXISTING - -- 6' WOOD FENCE SANITARY MH RIM..477.54 ,+ ~ ~ ~ -...-...-...-...-...-...-...- EXISTING DITCH FLOWLINE EXISTING RETAINING WALL ~ @ @ + y., GRAPHIC SCALE 30 0 15 30 ~ ~ ( IN FEET ) 60 ~ ""'"4 ~@ DEMOUTION NOTl!iS EXISTING 6' WOOD FENCE (]) EXISl1NG STRUCTURE TO BE REMOVED @ EXISl1NG DECIDUOUS TREE TO BE REMOVED (]) SAWCUT. REMOVE AND HAUL -AWAY EXIST/NG ASPHALT (}) REMOVE EXISTING AREA DRAIN AND HAUL-AWAY. @ REMOVE EXISTING FENCE AND HAUL-AWAY. @ REMOVE AND CAP EXISTING IRRIGATION VALVE. (J) GRIND OFF EXISTING STRIPING. o SAWCUT. REMOVE AND HAUL-AWAY EXIST/NG CURB I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINA TION OF UTILITY LOCA TE MARKINGS AND FIELD LOCATION OF SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICA 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 DISCL OSE. T AX MAP /7-02-3/-/-4. > Q 07$ ...:; g i "i l!! 9- ld w. TAX LOT 4000 Date f~ece\' 'ed: AUG , 0 2t to EXISTING BUILDING EXISTING PARKING STALL STRIPING D/W: TFC: BORE -2: TOE: TOP: FL: , '- EXISTING GUY WIRE DENOTES DRIVEWAY DENOTES TOP FACE OF CURB. DENOTES GEOTECHNICAL BORE HOLE LOCA110N AND NUMBER DENOTES ELEVA110N AT TOE OF RETAINING WALL DENOTES ELEVAnON AT TOP OF RETAINING WALL DENOTES FLOW UNE ~ EXISTING HOSE BIB TL. 4518 @ llli TAX LOT NUMBER SUBDIVISION LOT NUMBER EXfSTlNG ELECTRICAL METER EXISTING BUILDING POST EXISTING BLOCK PLANTER BOX wi CHURCH SIGN lm1 'H201 [j{) EXISTING MAIL BOX EXISTING IRRIGA TlON CONTROLS EXISTING WATER METER EXISTING TELEPHONE PEDESTAL 1II + ~ \ EXISTING POLE & LIGHT EXISTING SPEED BUM? f; ):. en (/) z -0 (/) -> L.tJ 0::: . . z o ;::: 0... i2 (.) CIl I.&J o Z o Ui :;: I.&J -0::: ~ t- -< o CIJ o-J ~ () 8: a.: "l( >- (,) Ci <:) 'llI( GLu 0::::::> :::>::2: Q:::r:~ dd LuU~~ I-- 0::2: ~~.....~ 0 l);::So::: ;:::2: Q...UO ---<{ a..~Q:: 0..... - Q:} Lu '" ~ a.. :r: ~O ~~ V)Lu~....J '-' ~Q::OO~ 0 ;:: 0 ~ r ,l&... -.,,;:: 'j::~v,'-J<D ~~:J !---It):2:i::t--.O 8~V)~ii: ~~~ ~Lu~OCl..()><:L.u ~::2:Q~V)-~lt.JC Q.. '0 . 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EXCEPT WHERE OTHERWISE NOTED I~~' ~:.:.:",:;:'~~'~ EXISTING FENCE .. z ': :" :~ .. PROPOSED FENCE PROPOSED APHAL T PA VING EDGE ...' ... .." .... " .... " \ .... " " ... ... ... ... ... ... ... ... ... ... " ... ... ... EXISTING APHAL T PAVING EDGE 'l) 1" ;. + U EXISTING TOE OF SLOPE l><l EXISTING CONTOUR '480 ~ 177 PROPOSED CONTOUR EXISTING DITCH FLOWLINE m ~ IIlII1J @ EXISTING RETAINING. WALL EXISTING BUILDING , + PROPOSED BUILDING ~ -t \CfiO\ ~ \!:jJ EXISTING PARKING STALL STRIPING ( M TL. 45.19 NOTES ~ PROPOSED PARKING ST ALL STRIPING (j) m EXISTING 6' WOOD FENCE ~ ~\\\~ PROPOSED CROSSWALK ~ ~ ... .... { ~ * ~ ;:l s:l ~ 03' g C3 ~ i ~ ~ ..... ~ ~ ! '> U 07$ ~ l:I i .~ ~ ld m I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINA TlON OF UTILITY LOCATE MARKINGS AND FIELD LOCATION OF SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTlFICA 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 DISCL OSf. ClJ rn + W ~ ~ ~ ~ ~ ~ ~ -4 PROPOSED LANDSCAPE ~ ~ ~ D/W: DENOTES DRIVEWAY TFe: DENOTES TOP FACE OF CURB. BORE-2: DENOTES GEOTECHNICAL BORE HOLE LOCATION AND NUMBER IMID IHZQI TOE: TOP: FL: DENtJlt:;, ELEVATION AT TOE OF RETAINING WALL DENOTES ELEVATION AT TOP OF RETAINING WALL DENOTES FLOW LINE LOT COVERAGE EXISTING IMPERVIOUS SURFACE AREA: 41.890 SQ. FT. NEW IMPERVIOUS SURFACE AREA; 5/.792 SQ. FT. . TOTAL IMPERVIOUS SURFACE AREA' 93.682 SQ. FT. · 54% TOTAL SITE AREA: 169.410 SQ. FT. GRAPHIC SCALE 30 0 15 30 I I I ~~ \ !\ ( IN FEET ) 60 " PROPOSED RIP RAP " PROPOSED SIGN o PROPOSED ELECTRICAL JUNCTION BOX ~ , wv TAX MAP /7-02-3/-1-4, TAX LOT 4000 :t: UlaJ Q::::> ::>::2: :claJ 0:::0>:2: ~ -<(0 Zt--...-J~ LuV) lLJ l)i=:~Q:: a...l)O Q.'<(Q:: --- CO la.J .~ :t: ~O tf) ~...-J a:::lLJ-<Lu- :<: ~OOO--- ~ -J --- U La.... · t ...-J ~~V) ~-~Q. 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J-i <.1) <1) ~ . .... 1:t() ~ ~ ,<1 (.) ~ cd ~ ~ 6 EXISTING IRRIGA TlON OR WATER VALVE EXISTING WATER VALVE wi WOOD BOX EXISTING AREA DRAIN PROPOSED SEDIMENTATION MANHOLE PROPOSED CATCH BASIN EXISTING MANHOLE EXISTING SUPPORT POLE FOR OVERHEAD WIRES EXISTING GUY WIRE EXISTING HOSE BIB TAX LOT NUMBER SUBDIVISION LOT NUMBER EXISTING ELECTRICAL METER EXISTING BUILDING POST DATE EXISTING BLOCK PLANTER BOX wi CHURCH SIGN EXISTING MAIL BOX EXISTING IRRIGA TlON CONTROLS SCALE DRA WN BY DESIGNER EXISTING WATER METER EX/STING TELEPHONE PEDESTAL EXISTING POLE & LIGHT PROPOSED POLE at LIGHT PROPOSED BIKE RACK PROPOSED REDUCED PRESSURE BACKFLOW PREVENTER PROPOSED DOUBLE CHECK . BACKFLOW PREVENTER i PROPOSED FIRE WATER VAULT t I t AU( 1 0 2rfY[ Original submittal.. . Lfof 11 pClOlS . ~ ....; en Q)ca .2 'S ~ ~ Sic So.... ~ to) Q,1 eEl ~ =s tIJ - en .... e ~ l.'- 0) ~{:: o~ t\.O N 0,) I ~O) Ol.'- ... I"- st- 0,) C"':) cae ene I"- l.'- "IJI:tl I"- 0) ~ o ~b.O ~ ~ ~ f,; .... ,... 0 <0 i ti .. 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THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MA Y DISCL OSE. ~ ~= <>:i>- ~& E-t = wQ:4 E-4 tI) :J Q ~ 0, ~ <:r$ ~ CUT: 700 CUBIC YARDS FILL: 1,100 CUBIC YARDS NOTES ... rl i i ~ 8i ;:l ~ ~ ~ ~ \5 ~ i' ~ ~ ~~~'~~~~";'" ,',,, , '" ~" "'" ~~< "," ; ; ~ ; ~,l0 COMMERCIAL' A l' ENU ~~\ -J- ._ __ _ - - . - -- - . - '=F~-' - - -- - . .' - -. - . - - , - -=1=-. - l()'~- .:... ,- -~ - . - -- - - . - .- --- - ..p:- . -+ -1= + , .- ~ ' - - - -. - <:V - ~ - t() ~ ----..:...... - 480,~ - ~ "STORMWA TER MH ~ \ - ~ ~~ g ~ .f.-~ ~480-~ ~~ RIM= 47987 \ ,.<1r?-. ~.' .,'~ ,t..;fi;~ '" . ~. --~~ ~ .dl: J._ -, . . ~......;.,.')/'tC ~, ... '" ~./ . I "".~ ... \~.MAX"" C8 .'''' ",' h," ',,, ,//61. "" ..,. ~. A;1",:)!I; .1 ~-_...... ,J. ~s:.M- (4:-~180_~ 2_ ,:YCl' ~. .,' ~_. = ....- 7~ ,.".... ---~bS;"=--'''.~'''/',jr<t .. ... _ _ ~ ~/ ,.~\'Xt -,i .....~i. 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'" ..... ~ -, 12 28 <;::::J '/ TP 478.90 <;:::J TP 479.00 TP 479.10 <:;:::J VERTICAL! ~ ,. , ....... 18.t\9~, ~" ~ ,~:v'~ ~ ;;: ;J; . ~)f"" .... .... \.... *:;.... .... .... ........ .............,..... ~ ,II TVP TYP TC 479.70 r5Y/1 x C'IDB :i.ll ~ ~1fC4- .- I:""' I ~ t'-. OJ^:' -, AIH'''OIH20i<.> ;/,I' I J -1_ 9 t:: ~ -- ~ Ii. 2 AVE ~ r-I'...."t ~O ~ un ~ ! , .t.!;J:(f~...t f~ OJ e I .... .... {?.... ",;jf- 1-..:,,1~.... .... '~ .... ........ ......... '. ~ TC 480.10' TP 479. 0 ~I 8 ".....""V' ~ ,...., '-V ~ I:.......: ECXH%~L~%K3'~E~~~~ "" ~ tz<;> I~ ^~tf ml,f. 4~.93, '~ .... .... /,<i- .... .... .... .... .... ....-}:.".... ........ ............ T +1TP 479.60 ~ TC 4800q.0 -1_ 1/ ~f2 TYP .' ~ ~ ~ . " "'~I" ~,. · · fS 4'8050. · · · · · · · · · '-l , + 7 ' : : V ~ I', k ," -~}> :L(;" -l' ~ ~ \........ ~. ~ '~.... .... .... .... .... .... .... .... :- TYP. TP 479.50 i.! / (f6) rr # i;" "" \~ - +"'t'''' l....;...~.... .,...... .... 'ZI * .... .... .... .... ~ ........t. ~ ~.\ '~f"'<~ .... RIM{ 477.70 RIM: 47/.70 ...... ../1 -:;. ~: -'- -~ ~ -f!....X ~~X........ .... ~ I- .... .... ... .... ........ 9 ::::<::: '9 1i> :::::--:::: '9.>1 L .... I .. =- TC 47940 /' I ..., I "':J . :' \. -'.... .... ~~<:>~. ~ . :-... ." _Cl ov. ... , ...., .-'\-,: I ---:f-.' :::<::: ~ r -5% DOWN .... .... _ _ _ _ _ _ . _~ _ __ -===> -==> -= == -==> c:=:o .... .... .... TP 478:90 I ~ fIl I ~ ...'frSO 5% ' r-:f~:~';-=:-'"i;- ....:~-_.. ~ ' . .... ,--^';-' ........!4 '~"'. '-;-4 . ': ".: I,', " .- '1'-' _ "'./ _ -===::0 "'../ _ _ /3.... .... ... -!t- .... 177 ,.... .... .... r ;t.\. '" ov 471, .... .... .... ... I.... .... .... 47r .... ~ .... I T ~ r. r'l ~ ,-, ~.~...' -' '., # 'f' '. ",:,"'.,,,. .', :,~. -...,,-...,,~ .,~ (........ ...."",.... lv i .... .... .... '~I .... ... .... .... .... .... ....J.... .... .... .... .... .... 'v~ TP 47780 I !.........., 6' HIGH BRICK WALL I >I ; UP MAX. r~OWS' .ct . -OS,:, :,~'" C "k.~ .,-'J'" 'f:. r.l1J."l.~' r:.J: "k,'. .t....[:.+ .:' '.l1~~ TP 477.80 .... "':~.... ':~.... '" .... .... .... 762'0 '\.... ov -+- .... '" ....... .... ~TG 476.20"'~ .... I~_ . WI I ~ .>l ~ .... + .IT. ~-.'\Ji Ji :.I Ji ; Ji "'/ -----...-l-10 L..J~ .... "r ~'.~""'" ...TG 4 , ~ .... .... .... .... .... .... .... .... ... ... -..... r~g? ~I :J : . ~ . . ~.~'. Ji Ji Ji Ji Ji... ~ .. .. ~ _ /6 ...."1.... ~ "4' .... '" >4477' ov '" .... ... ... 477'" .... .... .... '" ... ... 417 /,v....-::. TC 479.40 ct:l +~ \...:!-/ . . . . . .. ~"'. 1 % DOWN--" "'.... ., ~.... '" '" '" .. '\' 'If'J> '" ~, .~ ," ""~.. . .... ..... ", . o 1.>1 :- ",,+' ., .:::::r.:... +- + TP 479.30 ~ - - - - - - - -- - - == == ~ === ,:;1\) .......}.' I ~ Q I '" ~ ~(', ~4.' ~ ~ 16 I! I .... -t + .... ""'~. I \:::J '* 2% ; - ... / / ft q. ,^.,. '<: 16 ~.... 51 '" tJ I ~ .- ~ ~ ;J.~. ',: I ~ TYP. \...." +.'" "'1 '....."[- E--4 ...lI I ,,; ~ '\ / . 26 ~ @ r', " I ':J : ~+ -r ~ ,~\~~\. ~-'i~ .1; DOWN 'ic ;;~.~O\"~ ~<;::::J I 4'~ T_C 479.60 '....\.. <;::::J ~ ':.' g:XI~~~/~E:~gp---' I ~ . '<! 1\6 tlf\<t~SO SO / "1" TP,. ,0. , I /: :~::~:' TC ~~9,60 ~ 0 C8 T;' 4:9.10~, ~i:;c~. \ iJ " .~. ! ~ ~~~trO.O~~O~S TS 480.30 . t .. f/TP 479.24 TP 479,1 TYP, ~jG( '\ CURB t ., _'l, rl~~~ tf. . :,;4,'0 {C 479.aO/ i - "'/1 ~ TP 179.3~ ot ,. - \1' <tj - .7j ,y QI~ ,~ ... ~ ~ ~~ 'R} ~l<.~ ~ " V" - 4:.., '!! : RIM, 479]5 ~"" \; 'iZ' ~t"'~I'~l-;- 7~.--=tF t ," " , " / t SANITARY MH m' '. . '~'l ~, il i RIM=479.l9 ......:.~~ 1,1'1(1\'- e'~O'\ '" L' \ i ~ \ \A '" \ ~lZ\ ~ ~ r\'f.\Gr\? AeO. EXISTING ~ '" '" ~;:n", 0\\.-Q\~~\.-OOJ\. 5.5' HIGH WOOD FENCE. 'OJ-, :t~ ~W~\Sr\ SQ. , " :tt.1: r 910 i;;: ,,\ ~ ~ .,c!;~.~~.M \::.J _____. .t.t,.~' :~ '_ ~/ . .,.." _~<?..,. ~ ~ " _~ < }r:X;,l ' ..~~-__ ~ , f~ ...t&~~.""~' '" '~":~'~~-'3:,~:-..~.l-:~:':'~' ;f, ,," ~/ ,?,i'c' '? '" . -'- .,-~-: i ~<c; ~ '" _ 'M ~~ 0 a :, "'-...... ~ ~~ ' '" ~~ ~ EX/STING 6' HIGH '" "- ~ WOOD FENCE" '" ,_' ~. '" '" , I~ ,.. '" y. _. *4 'W"" V . ': ! "'! --'-'", "_~_ I __,......-,..... ' '" x-~-,-,-~---~_.'/ v/ ~ '" "" Q f:::\ /"^ '" ~~ '" . 0 '" ~ ~~ ~~ '" ~0 , ~ '" ~ 00 \0- "" ~ SANITARY MANHOLE RIM. 479.92 "'" -~- "A""" ~ .:;;:, (..) "1: :; ~ ~ 'I' .... X~(I.'3 '" "': !:;: <'" 1>" ~ <iY..) K X'::i >< ~~ @ @ (jj) @ @ + ~" ~ l' Q ~0 ~ EXISTING --- 6' WOOD FENCE I SANITARY MH RIM=477.54 ~ "'" ~@ @ @ @ @ @ @ @) @ @ @ @ GRAPHIC SCALE 30 0 15 30 .~ 11 ( IN FEET ) 60 .LOT COVERAGE EXISTING IMPERVIOUS SURFACE AREA' 4/;890 SQ. FT~ NEW IMPERVIOUS SURFACE AREA: 51,792 SQ. FT. TOTAL IMPERVIOUS SURFACE AREA: 93.682 SQ. FT. .. "54% TOTAL SITE AREA: 169,4/0 SQ. FT. " B ~ i l! e. ;: u 07$ @ TAX MAP /7-02-3/-1-4. TAX LOT 4000 u g i "i l! 9- ld ~ .. '\1 I' " . 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'" .. .. i . _ _ _ . _ _ ... ~ . _ _ . _ ~ .. _ .. co 16 ~ (iil\ ~~ ~~ ~~ ~ STORM WA TER MH RIM=478.03 ~ I \ dz + ~ l' "'" ~@ ~ LEGEND , _"1 PROPERTY LINE EXISTING DECIDUOUS TREE EXISTING CURB, EXCEPT WHERE OTHERWISE NOTED t'.' ('" :....:;: ....~....l EXISTING CONCRETE PROPOSED CURB, EXCEPT WHERE OTHERWISE NOTED I~~' a':'.~: ,.;:;:-~; 'o~ PROPOSED CONCRETE EXISTING FENCE . EXISTING GRAVEL PROPOSED FENCE ~.;';t " + o EXISTING FIRE HYDRANT EXISTING GROUND ELEVATION EXISTING ASPHALT PAVING EDGE PROPOSED APHAL T PAVING EDGE J> EXISTING IRRIGATION OR WATER VALVE EXISTING TOE OF SLOPE -,480 EXISTING CONTOUR PROPOSED CONTOUR ~ EXISTING WATER VALVE wI WOOD BOX EXISTING AREA DRAIN PROPOSED SEDIMENTATION MANHOLE PROPOSED CATCH BASIN EX/STING MANHOLE EX/STING SUPPORT POLE FOR OVERHEAD WIRES 177 ~ ct IllIIU @ + CONSTRUCT TOP SET CURB AT (2\ LANDSCAPE AREA PER DET AIL ~ ~ CONSTRUCT 3' AC ON 10' CRUSHED ROCK, PER DETAIL ~ (/2\ CONSTRUCT 3' AC PATCH ON 1011 CRUSHED ROCK, PER DETAIL \fE) CONSTRUCT CONCRETE SIDEWALK PER DETAIL(ff;) CONSTRUCT WHEEL STOPS PER DETAIL (iO\ . ~ CONSTRUCT DETECTABLE WARNlNG(7'\ TRUNCA TED DOMES PER DET AIL ~ CONSTRUCT I/O) DIRECTIONAL ARROWS AS PER DETAIL (];) CONSTRUCT RAIN GARDEN AS PER DETAIL (ff;) rT'1 CONSTRUCT RAIN GARDEN AS PER DETAIL \g) CONSTRUCT LANDSCAPE PER LANDSCAPE ARCHITECT'S DRA WINGS. EXISTING Dn-CH FLOWLINE EXISTING RETAINING WALL EXISTING BUILDING ~ , PROPOSED BUILDING E EXISTING GUY WIRE PROPOSED CMU WALL EXISTING PARKING STALL SffilPING ~ EXISTING HOSE BIB !' , \ \ \ \ 1 PROPOSED PARKING STALL Sffi/PING PROPOSED CROSSWALK TL. 4518 CD m TAX LOT NUMBER SUBDMSION LOT NUMBER EXISTING ELECTRICAL METER EX/STING BUILDING POST EXISTING BLOCK PLANTER BOX wI CHURCH SIGN EXISTING MAIL BOX EXISTING IRRIGATION CONTROLS EXISTING WATER METER EXISTING POLE & LIGHT ... .... '" '" oj , .... ... .... ~ ~. ""----'l.. PROPOSED LANDSCAPE EXISTING OPEN SPACE lmJ Itl2Q1 [R1 + w ~ LIMITS OF RAIN GARDEN TAPER CURB INSTALL LA WN AS PER LANDSCAPE ARCHITECT'S SPECIFICA T/ON(J;)S . 7 CONSTRUCT BICYCLE RACK FOR (23) BICYCLES AS PER DETAIL C7 CONSTRUCT TRASH ENCLOSURE AS PER DETAIL fT'\ \W CONSTRUCT 5- THICK CONCRETE PAD CONSTRUCT PAINTED "c" l'xl: USE AASHTO M-248, TYPE N, ALKYD-RESIN TYPE (OR APPROVED AL TERN A TE). TO A MINIMUM WET FILM THICKNESS OF 15 MILS (OAMMJ CONSTRUCT 3' x3'-O' X2'-6' SIGNS (DIRECT/ONAL) . DENOTES DRNEWAY DENOTES TOP FACE OF CURB DENOTES GEOTECHNICAL BORE HOLE LOCAnON AND NUMBER DENOTES fLEVAnON AT TOE OF RETAINING WALL DENOTES ELEVAnON AT TOP OF RETAINING WALL TOP OF GROUND TOP OF PAVEMENT TOP OF CURB TOP OF SIDEWALK ~ PROPOSED POLE & UGHT PROPOSED BIKE RACK EXISTING TELEPHONE PEDESTAL PROPOSED REDUCED PRESSURE BACKFLOW PREVENTER PROPOSED DOUBLE CHECK BACKFLOW PREVENTER PROPOSED FIRE WATER VAULT -r- m ~ WV J EXISTING SPEED BUMP , PROPOSED SIGN >= CD . . Z o i= a. cn[E Zu =(/) Ow ViO -z >0 UJ- e:::~ > w 0:: ~ t- ~ ::t:U,j u::::> 0::::2: :::>..- - :r: ...... - ~U>:2: ~ '<( O' :2:~--J<:> L,JV) la.J u;::So:: QUO Q'<(O:: ........ Q:) la.J ~ . ::t: ~o (f)la.J~--J ~O:::CO~ ~ -J 0 ........ (J La.... .. ~~V) <:> 6<:> J2:i:::2: t;~""""'IJ)---a........... ~~V)~0::Ci2>- ~ L,J :<( a CL <..> '<( ~ :2: l&j ~ (I) ~ a... Q.. a . ~ ~ ........ ti ..... ..J e 00 f,: cPO; <:7) ~CJ's ~ ~ ~ ~N S ~ cb eI SeOr-- R 0...... ..l'- ~ t..>.$ ~ c;- CD ~'S 0; e tn......oocne ... ~ ~ -l"""4 ~ Q) Q) ~ -l"""4 ~ ~ ~ <1 C) ~ oj ~ rl ~ l'- r-- ~ r-- C') ~ ~~ Q.)Q.)r-- ~ Q.) J-4 en t~i; ." c:&. ~ _ as ........... .fa> ;:: a ~ l:CIenooe DATE 1 AUG. 2010 SCALE DRA WN BY DESIGNER 1" = 30' JLB CHECKED BY PROJECT NUMBER SHEET NO. C4 t."f- 09-077 CI) ....... ~ Q 8: a.: -.c >- (.) ;it ~ -.c :2: '<( -.J a.... ~ :2: ........ o ~ <:> - c (\.,j N=5 B5 ~ ~ ~ fa 9; ~ Uj ~ ~ .~ t ::t 00 . - = Co> ~] (.) Co> .OS bD 0 d Q.) . .... t.!:l ~ . <>> ~ <>> 0 d ..... ..... ~ bI)~ d 0 rz::l Q,. ~ a ;~ ~ . ~ ~ : E; ~ ~ -: ::;$ b 00 . ] t..> RF PROPOSED RIP RAP IZI PROPOSED ELECTRICAL . JUNCTION BOX SHEET(S) IsDf /7 paj-es Aue 1 0 2010 Ong1nol ~t~mRllttll~~.."- CONSTRUCTION NOTES @ CONSTRUCT 4" CLEANOUT PER DETAIL~ ' @ CONSTRUCT 6" CLEANOUT PER DETAIL ml ~\fY @ CONSTRUCT AREA DRAIN AS PER DETAIL \fY @ CONSTRUCT 3" ASTM D-3034 SANITARY SEWER PIPE WITH TRACER WIRE TO WITHIN 5'-0" QF BUILDING LINE. @ CONSTRUCT 6" ASTM D-3034 SANITARY SEWER PIPE WITH TRACER WIRE TO WITHIN 5'-0" OF BUILDING LINE. @ @ @ @ @ @ @ @ @ @ @ @ @ @ @D 0_ ~ <-< ~ "l' ... rl i ~ Bl 8i ;:l ~ ~ 03' J 5 ~ ~ t ~ ~ u ~ d: ~ ~ 'j; U 07$ .oJ g i .~ 9. ld m @ @ @ @ @) @ @ @ @J) @ l}{] EXISTING WATER METER rn EXISTING TELEPHONE PEDESTAL , W EXISTING POLE &t LIGHT ~ PROPOSED POLE & LIGHT l!!Bfj PROPOSED REDUCED PRESSUI?E BACKFLOW PRE.YEN7ER ~ PROPOSED DOUBLE CHECK BACKFLOW PREVEN7ER wv j PROPOSED FlRE WATER VAULT " PROPOSED SIGN q III I! I ~ 'I I I II . I SANITARY MANHOLE ).~ .. ..... .... ..... '- " " .... ... --~ ~~ <-< 0:;:;"" t,;:Z5 OHW- e... ~ ~ tfj :S o ~ 4, i ~~~ .... " '~;~~..... ..~:. ""':~ ,~-=--. .1 ..~l .. ~\ .1 ,. --\t' I ~~~ · , ~'L ('~~-'" ~ \/~V: 478.00 ~ -<~ ,70 !,I-.l! t< "'-....._ / I T- ~ \. III J; , ;~ ~;' -...,L ~~::_~:~:o3.~.~~_"_,_,_~. _~~~.,~"~~_~__~___~,_~~, _ '81" 30 , , ~ ' . _ ',' " , , , ,', ~ I" -" @-- /~' 0-:' 2J~ STM - =- =- ~ = =- ':-Z"H ST" :. = -: .-:. ~. ~ "-~ :x.' 2fn' !=IT"M ~ ~ :-. -. -, ~ -E: ~ ~ ~ ~ -C ~ ,I m ,c., "'II ----__ X.21"STM----:-") ; ~. -: ~ ~:' . WV'7~:<~Y .~~~ . -- ' -~~ ' ~~'-~ . ---~~ . ~-~-'-~ - ~~~ "" \~~~' ~~~SANI~~ (;' -: ;jSAN W Y'" /' /J/ ~ ~;;s.~~8~1TER MH ~ "" \ 6",&~ '~~.__ (" ,/1' "2/'1 FL (W)= 471.15 ",- ~\~4-'" I ""... _, _ ;(,. /"/" .'- '" \'~ ,-,,~ ~~;.{~~~ l'IIIV 47710 303 ;/: ~/ "', 21':, FL (sE))= 47/,24 , "'" --....". V .., " , . l! ~! _ I.Y:. . " ;/: ~ ~2 FL (8 = 471.97 ~ "" :r~" '" ~~:' ~/,j t 'f' /~ '-' r::~ :';1~' + /.". /'. ~" "_ ' , ~>~o('<'< -:1 '1 / / ", /'~ ~'" ~" r~"{.p,t~>.^ .,:i JT- T 'T~ . / "'/" / "~'~__ ~- x." ."+ /v /-f< "" """ '""" ~ '" ~~~./ "" """, -....... ,_ ;/: 1. '0/ "" ", /::, ,,;/:., 0/ ",,~/K '. ;/: ~ .r , "" ""', " / ""// ~:- "" " 7= "/ .I / , <5>" / / / ' ~~A. "" " ~ / , . /' '" ''', ""V'.., -'. " //0 ~/ / "''' '" / //. / V ./L~ / "" """ '''''' . . . ~ L / , / '" CONSTRUCT 6" SCH. 40 PVC SANITARY SEWER PIPE WITH TRACER WIRE /'^ """ ., ~ _ " /" / j// "- "" ", " t . CONNECT SANITARY SEWER PIPE TO CITY OF SPRlNCFI.EL.o EXISTING SANITARY SEWER PIPE. 0' /' , . / ~~ ;0~ "''' ../'< ;J, c: ' 7.1 , CONSTRUCT 2" VENT PIPE FOR AREA DRAIN. CONFORM TO INTERNATIONAL PLUMBING CODE, *-' ~ "" . /, "" " '::t / / I N~oo ^ ~ ~ " 0 - /.. /:/ CONNECT 8" SCH. 40 PVC PIPE TO CITY OF SPRIN(l.FIEL.o MANHOLE. CiJ4 ,0' / " , ,,",,- / / CONSTRUCT DUAL CHAMBER CATCH-BASIN CONNECT TO EXISTING PIPES PER DETAIL C6 ,,/ "" " "" -, d ;/: ./ c;J """ .... J! ~ /' . CONSTRUCT DUAL CHAMBER CATCH-BASIN CONNECT TO EXISTING PIPES PER DETAIL /8 ~ '" ,,' ~"1h., ;- .i5/ ' aJ C6 ~ "" ~ .~,,' :.:; /' ~y CONSTRUCT SEDIMENTATION MANHOLE PER DETAIL GRAPHIC SCALE "" . <$'" '-...4'\' ;.: /.; C6 is! 'Z j , / / 30 0 15 30 "" ~',.7ii!!~~-~ ;' ~', ~ .'", T/'~ / }/'" L /1' CONSTRUCT 8" SCH. 40 PVC STORM SEWER PIPE WITH TRACER WIRE. "', i~ ;~ "'" /:.1 CONSTRUCT 4" ASTM 0-3034 PVC STORM SEWER PIPE WITH TRACER WIRE. -.- ..J ~ 'I /' ,~"" ~ I " "'" / CONSTRUCT 4" SCH. 40 PVC PIPE WI7H TRACER WIRE WI7HIN 5' OF BUlLOING. II::l (IN F~T) I /' ,r -:::..., .:::" -'~~'NV' ~75.00 / / ~. CONSTRUCT 6" ASTM D-3034 PVC STORM SEWER PIPE WITH TRACER WIRE. SANITARY / MH . p,<6 ~, ~',",' ," ;7 L ~ .I' "i' CONSTRUCT 6" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. RIM=477.54 ...", """, , ,,(;' / 8" FL (N) """ ~ I, ,., ~7 CONSTRUCT 4" PVC PERFORATED SCH. 40 CONTINUOUS FOOTING DRAIN AROUND PERIMETER OF BUILDING, PLACE LEVEL. ," / " 8" FL (S) ~o ' ..~' "~'" ;/: ,_ ,..:.,,,,~.i' 4 PIPE NOT SHOWN FOR CLARITY. CONNECT TO 4 PVC SCH. 40 PIPE. 4" FL (W) '-:.. ~ -" :}~' " FL APPROXIMA TEL Y ~ K / CONTRACTOR SHALL COORDINATE WITH S.ff.R FOR INSTALLATION OF NEW 1" WATER METER. 3' BELOW RIM ELEV. ~ '~~~ /,j.,-1-- '{: ;-' THIS METER SHALL REPLACE THE EXISTING WATER METER WHICH PRESENTLY SERVES THE EXISTING BASEBALL FIELD. BASED ON CITY OF SPRINGFIELD "" ' "'~ 11.1 1_ --..,---~---- CONNECT 2" 200 PSI PVC PRESSURE PIPE TO PROPOSED 1" S.UR METER. AS-BUILT DRAWINGS. ) Y;;: I CONSTRUCT 2" 200 PSI PVC PRESSURE PIPE. CONNECT TO PIPE STUB AT 5' FROM / l7.(;'~ " T ~'~,~ PROPOSED STRUCTURE. / ' 'I CONNECT 4" 200 PSI pvc PRESSURE PIPE TO CITY OF SPRlNCI'IEIJJ WATER WITH INSERT-A-TEE CONNECTION. @ CONTRACTOR TO PROVIDE 4" SCH. 40 PVC CONDUlr FOR 10' VERTICAL FEET ONTO S.UR. POLE #61073-40. CONTRACTOR RESPONSIBLE FOR COORDINATION WITH CITY OF'SPRlNCFIEl.o FOR ALL WORK. CONTRACTOR TO COORDINATE WITH S.UR ELECTRICAL FOR INSTALLATION OF BANK OF TRANSFORMERS TO BE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMff FOR WORK IN THE RIGHT-OF-WAY. INSTALLED ON POLE #61073-40. CONSTRUCT 4" 200 PSI PVC SCH. 40 PIPE. CONNECT TO EXISTING PIPE STUB AT 5' FROM PROPOSED STRUCTURE. PROVIDE THRUST BLOCKS AS PER DETAIL.~ CONSTRUCT WATER VAULT AS PER DETAIL (/'\ \J}z) \g) CONNECT TRAP PRIMER SUPPLY WATER TO BUILDING WATER SUPPLY SYSTEM. I '" t 6..0 ~.~ ~ ASOJP ~~.. l' 8/1 FL (NE) 4" FL (NW) 8" FL (S) FL APPROXIMA TEL Y 2' BELOW RIM ELEV. BASED ON CITY OF SPRINGFIELD AS BUlL T DRA WINGS. EXISTING TELEPHONE PEDESTAL LOCA TlON IS BASED ON DA TA PROVIDED BY OWEST COMMUNlCA TlONS ON 8-6-09. LOCA TlON IS APPROXIMA TE. CONTRACTOR MUST FIELD VERIFY. LEGEND UTILJTY REPRESENTATJlI.l!iS UTILITY REPRESENTATIVE PROPERTY LINE EXISTING CURB. EXCEPT WHERE OTHERWISE N07ED PROPOSED CURB. EXCEPT WHERE OTHERWISE N07ED EXISTING FENCE PROPOSED FENCE ~:{::~;~i~B~:t~~:'~~ . ~':Tl 1'>1\ . /-, PHONE EXISTING APHALT PAVING EDGE PROPOSED APHALT PAVING EDGE ~.., c0 + 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 ~x. a'SAN - - EXISTING SANITARY WAS7E WATER PROPOSED STORM WA7ER EXISTING STORM WATER PROPOSED STORM WA7ER EXISTING OVER HEAD WIRE PROPOSED UNDERGROUND ELECTRICAL EXISTING WATER LINE PROPOSED WATER LINE EXISTING GAS LINE PROPOSED 7ELEPHONE LINE PROPOSED COMCAST CABLE EXISTING CONCRETE WALL la.J @ + ED HEAD GUENTER MATYSZKAK guenterm@subutil.com SAN l><l 3TM #' 7ELEPHONE (OWEST COMMUNICATIONS) WATER (SUB) NORM PALMER (541) 484-8084 OHW E ~ G BART MCGEE (541) 744-3756 (541) 726-3665 (541) 736-1010 (541) 726-3665 T' C. ----EX, w------ SAN SEWER (PRIVATE) SAN SEWER (PUBLIC) STEVE GRAHAM w DENNY WRIGHT ----Ex. G----, -. STORM DRAINAGE (PRIVATE) STORM DRAINAGE (PUBLIC) STEVE GRAHAM DENNY WRIGHT (541) 736-1010 EXISTING CONTOUR ( FIRE (541) 726-2294 (541) 726-2293 (541) 434-7690 (541) 228-1884 (541) 434-7691 (541) 228-1883 PROPOSED BUILDING AL GERARD GILBERT GORDON TOM HENERTY ~ EXISTING DITCH FLOWLINE l0) CABLE (COMCAST) EXISTING BUILDING DICK PERSHERN , GENERAL CONSTRUCTION NOTES PROPOSED CMU WALL m 1. CONTRACTOR SHALL NOT PERFORM WORK WITHOUT INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. 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 lONES", CURRENT EDmON. 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 UTlLmES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTlLmES 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 UTlLfflES 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. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. 5. SITE PLUMBING SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE AND MANUFACTURER'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. - CONNECT TO BUILDING ELECTRICAL SERVICE. EXISTING PARKING STALL STRIPING IH201 @ @ i@ @ @ PROPOSED PARKING STALL STRIPING TAX MAP /7-02-3/-/-4. TAX LOT 4000 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" ~J 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 CONCAST. COORDINATE WITH CONCAST FOR INSTALLATION OF COJJCASr CABLE. CONTRACTOR TO CONTACT NORJ'HlfESJ' NATURAL (lAS. GREG STIFFLER (541) 342-3661 EXT. 8376 TO INITIATE A SERVICE ORDER. CONTRACTOR TO PROVIDE TRENCH AND PLACE CONDUIT FOR NORJ'HlfESJ' NATURAL CAS. NORTHlfESJ' NATURAL CAS SHALL PROVIDE CONDUIT TO CONTRACTOR. NORTJilITEST NATURAL CAS SHALL INSTALL GAS PIPING & MAKE CONNECTIONS TO MAINLINE AT THE RIGHT-OF-WAY & TO THE EXTERIOR OF THE BUILDING. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY. PROPOSED CROSSWALK EXISTING SPEED BUMP C__, ~":::7 CONSTRUCT 314" PVC 200 PSI PIPE wi TRAP PRIMER. CONNECT WATER SUPPLY PIPE TO BUILDING PLUMBING SYSTEM AT 5' FROM PROPOSED WORSHIP CENTER. fTt\ PROVIDE AND INSTALL DOUBLE CHECK VALVE 1" BACKFLOW WILKENS 950 XLT PREVENTER, AS PER DETAIL \.W PROVIDE AND INSTAll. 2" REOUCEO PRESSURE BACKFLOW PREVENTER. AS PER DETAiL (f;) PROVIDE TRENCH AND INSTALL UTILITIES AS PER DETAILM C7 \fY CONTRACTOR TO INSTALL (1) 2" SCH. 40 CONDUIT WITH PULL STRING WITH LONG SWEEP 90'S FOR ((TrEST COMJflJNICATIONS. COORDINATE WITH ((/YEST COJ/WNICATIONS FOR INSTALLATION OF f)JrES7' COJ./1fl/NJCA7'JONS CABLE. CONNECT CONDUIT TO BUILDING. COORDINATE WITH BUILDING CONTRACTOR. CONNECT CONDUIT TO EXISTING ((II'EST COJ/JflJNICATIONS PEDESTAL. COORDINATE WITH ((H'"lJ'SJ' COMJflJHICATIOHS FOR WORK BEYOND THE PROJECT SITE. PROPOSED LANDSCAPE DIW: 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 UNE PROPOSED RIP RAP @ @ o ~ <t) r 60' ~. 1- ~ I ~ 'J,.,i ~1!C II E-4 t/) < ';to ~ ~ ~J., ~ I'IJ ~ ~ 35.7/' AC \ \\ ~ + c.> ~ EXISTING DECIDUOUS TREE EXISTING CONCRETE PROPOSED CONCRETE EXISnNG GRAVEL EXISTING GROUND ELEVATION EXISTING FIRE HYDRANT EXISTING IRRIGATION OR WATER VALVE EXISTING WA7ER VALVE wi WOOD BOX EXISTING CATCH BASIN PROPOSED SEDIMENTATION MANHOLE PROPOSED CATCH BASIN EXISTING MANHOLE EXISTING SUPPORT POLE FOR OVERHEAD WIRES EXISTING GUY WIRE EXISTING HOSE BIB EXISTING ELECTRICAL METER EXISTING BUILDING POST EXISTING BLOCK PLAN7ER BOX wi CHURCH SIGN EXISTING MAIL BOX EXISTING IRRIGATION CONTROLS PROPOSED ELECTRICAL JUNCTION BOX ~ .;:. m .. Z 0 t= 0- (/) 52 Z u 0 (/) I.LI (/) 0 > Z 0 LLJ Vi a::: > I.LI 0:: ~ t- <( 0 J::Lw <...>~ Q::~ ~Lw Q::G>~ ~ -q:O ~~-J8 ui=:~O::: QUO Q..q:O::: 5:CO~ci ~ V)Lw~-J :3 ~Q::OO~ Cl.. --t 0 ........... l" ,La... · · ~~(I)'J,,~>- Zi=:........ k ~ ....... Ll)........... a...--- ~r:";V)~Q::02:::! ...., ......... -c1" 0 Q <..>........ ~ZLU~(I) ~::> a... a . ~ ~ ....... ~ ..... ...J <=> en M l'- CI) "; Q:> l'- g .S d z:-- is ~ Otf.) ~N c::> f I S S<=> og; 0- .. z:-- ~ t.,.) Q.;l S- ~=S Q,) M ca<=> rIJ - en en$ ... bD ~ - ..... ~ ~ (]) ~ -..... bJ) ~ ~ ~ CJ ~ cO ~ rl ~ z:-- l'- ~ l'- Q:> d o ......,b.O r= ~ ~ t; i~<=:~ "1::11 =:S]~ t:r4~'SOZ:-- ra jti.j d - CIIIS .....- ..!3~a~ ...... C") en _ DATE 1 AUG. 2010 SCALE DRA WN BY DESIGNER 1" = 30' JLB RF CHECKED BY PROJECT NUMBER SHEET NO. Daie Receive 5 t-UG 0 6~O SHEET(S) f(:,F 09-077 OrIginal Submittal. ~ ~ o 8: a.: ..q: )... (,) a1 C) <elf( b.O d .~ t ::I en . - ~ c.> d .a ~:a <:.) <:.> .~ bD 0 J:I Q.;l .1"'4 ~ ~ . V d V 0 d '.... .,... ~ bD~ d 0 J:';I;:t Q.. ..c= In ~ d d f <<S E-4 ~ . ~ ~ : B ... c.> -: ::I b en . - . .~ . .... t.,.) (p of /7 (JCl1S 3" A.C. PAVING 3/4"-(0) CRUSHED ROCK. COMPACTED AT 93% RELA TIVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE AT 93: RELA TlVE COMPACTION MODIFIED PROCTOR. rT'\. AC PA. VING SECTION \.f.E) SCALE' NoT.S. PROVIDE 1/4' CLEARANCE BETWEEN CONCRETE PAD AND RISER PIPE. MIN. MECHANICAL COMPACTED 3/411 ~O CRUSHED ROCK .-....-. - 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. m 1 "lPICAL CLEANOu'j' \W SCALE' N. T.S. ~ ~ ,~ ~ ~ 411 THICK CONCRETE l,' SLAB / . .. /' :~ t;- . t>. . [:r> ~":, I> I 6" TO 3" SEWER J AND DRAIN REDUCER , (~ , b' c .!l! Cl ;:i i 8 ~ 8 U :!'i g Ii! W :!'i ffi o ~ -5 ~ E Fi i CD '" ~ rl S * Ci> I ... u t "0 !H J: <II I ... s: t1 ~ ~ ~ e e 'S c 07$ tl ~ go ! fd tIJ i ~ " ROtW GRA TE WITH SEWER AM) DRAfi. ELBOW CD It/dl!l!D AREA LANDSCAPE WI1ij 6" X 6" EXTRUDED ) C.ONCRETE CURBING SECTION / . TOF SOIL. . OVER P.C. CONCRETE .\ / \'1 / ~:\ / ... ._ AC PAVEMENT ---'\ '. ~,._ PER PLAN 'j I r \ - -' ) , , ' , ". , ., ,'. ~":v/v/:~~~. )'::. / '"",//, /-d '~.L..{. '\{'F>, ..',U .'1' Lf'.' '~";"';""',L~"A,(P}'V~{ _ <..~'Y(;\.." JrY"~~4,h--~~'r'-9>'rl . /,';--//'0J ", '< /'-... '</, v L" '{ ...:' '<. /'" \:.. /'-. ''{ /" ' X<,// . ' "'" "'\.'" ''''~,,~,. \.;',.... " ~ "'" .; ~ " -..; ~ ',,- '" " ,,-"'V /\, ~/>~ ....">'\, y /'>, '-/ )).. "//'\, /:....." '/.,i'-..)/ /':-., "/ /i /'" ,/ /..:{ ./ /'(/ /{>/' ,.,//(' /;,/./ /,1' / /-oJ /" ./,/'/1 ~'''v /V<./"'-.......,,.. L".y" '//'-., ....</........':</"'..., /' '<'I ", '...."/"- '-,- ;.~y'\. "-/'-~>'" ,,'y....... V" ')')....,\'i -<>y//. ,>,,/ /)-..".. /p' /)y /V />/ //\" />"q~'. '/ -<./ /'<.,// "\.../,;!'<',./.A '-.//("=-(/" //,- -':y'" /' -(" C,<"''''/''\.'\>t',~",A... ~ '-'\,....... .......'-'-...:7~"'- ,/'" .~. '....... ,<')<..........~ / ..... ': / "/' /\.7/:"'" /' ''', / ", ",' ;.- '>. ~/ /\...j /"- I /-:/ ./ <'Y/~./" ./ ./<../ /<> /{/ <<./ /'<.. /' /1 ~\Q~~(~... "'- '<6:"'- ~",'-f;~y:~,.:x~'.....,>>y CRUSHED ROCK ~2:L- -,~ SEE DETAIL 0.' I~ \fV .LAND. SCAP. 'E ~. 11i7". . 6" X 6" EXTRUDED CONCRETE CURBING SECTION TOPSOIL OVER P.e. CONCRETE ,\/ '\ 'i L_\ / .~ ~~:~~~:'.~iD~WALk\ \f ~I , WITH BROOM FINISH I' } f ~_ !. .,..,.,.....,~.~ -" ,'~, - ~..-. '''./ /" '>./ / ~,.,/ /~~ . .:;. 0 . ",' '. "..> :...; -. ~~//~::/<<,~ ~5.{ ~,<~>>~V. ~". ~.' "'</~."\.:.' <. :<.'<'.1::"" '<';.T.{.'\,.'.:'<.(<-;;:"~;(<V:<~../'-:<."\>::.~1.' .7.~......, >;: / )>... "/~'/" J;,'-/ /;,//'\, :/ .,/'... y',/ ". /l //...(//..:("/""XA' /....:(./ /../ ///.. /< //--{; <,,':". y~",'-... '/ "'-"')\ '<!.<>;';y:;.,'~Yj-:.....~\;:.... ":! '~/V%>'- y/>'/ 7/:Y /.>-)/</'y%>)/:.(~/ /)f "'??/-:<":<<<<7'(~'\~0:<"~~;...'\:(<~<<;~<;::1 ~';(/k~/):)j0<V;<~0'//~;;/><)'/y:/t \ ~"- <<""~:0::SS>'\!S~;:'{~~J . '-- (6") 314"-(OJ CRUSHED ROCK~L<-~' L)" COMPACTED AT 931 RELA TlVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE AS PER GEO- TECHNICAL OBSERVA TlON COMPACTED SUBGRADE AS PER GEO- TECHNICAL OBSERVA TlON A \fY TOP SET CURB AT SIDl!iWALK & LAltrDSCAPING SCALE' No T.B. 1 ~ :i <0- ~ , COLOR' ) ~~ELLOW I ~. ~@ @ @ "V @ @ @ b .. ~ ~@@@ ~ c;:, ?>@@@~E ~ - . c Ramp width Var. :: "" .... .....,. 4 HOOP CENTERED 4" IN COMMERCIAL GRADE CONCRETE PAD (WITHIN TRAFFIC AREAS ONL Y) Curb MIN. "" 0.2' 0.9' " ~ PARKING WITH D.M.V. DISABLED PERMiT ONLY VIOLATORS SUBJiECT TO TOWING UNDER ORS 811.Ei20 AND F'lNE UNDER ORS 811.615 , ". VAN ACCESSIBLE 6" , ~ II WHEELCHAIR USER ONLY STRAIGHT CURB S'ECTION t'c: 3,500 PSI CONCRETE. '\ SIDEWALK OR 12" TOP SOIL , .. .; t . I . i v~ , " ! I I . , I I! 1 I.' I' ' 6" , ..' ~ ill i II ! ! i I I III'! I K , I i 1 II ' I ;! ! I ' ! ; I f'., " A ~l '~l )"!'<\)~'{/."" ~/' "),,, '<.(~ ~~< .. :~... r,~. _ _, "~..}-," >~\~~>\>~~>y~)~ ~ ,,,< 1'.4 I!" ~",'Y,(<:'0~'<<~~~",-~ ~."' '~~' y ,/)....,"'" ":~\,,<x.'-.,//\. y)........"-/)....,........./ . ,,' . /. / // 'y /./ / ):/ / ;y / /.....o7///./'/'/,/'/ ,,/ /. J / /' //.// /- '\ ./.... ,/ /. / \ ,/ <'\/ /. /," / ......... A" / ,',,' ......./ /. / ;,-","'........."\..\(....0-.."'0 I.> y(....." 'y' '~y.~~"-.<<..... y:-.,......-<<S ......,0'y"Z....;)/ /.... "/,/':.../ / y/\.: ..'-. Y /", ;/ >., :/ X //./'-... "'/>'':>.''//,:, ........?> ';... ~///'-...~':Y I ,/~...<'./" /.... x<~ ,<. ~8K/". <M<(....<<>//~<-..(:/:~~/~ K~ /~ '...".......' "_"', .1\.' ~~ " '-'.,,, /'\.~ '.........'\>'-...~/... ~<\,y />-<<.,;,-,///}/ /).> xv//' /;,Y/>-///>-./ /'...,' /)../;;;..,"// ,/....<../ /"..'\./ <<> ''<.( '-. / /'(//.,""'/ /V /.. / ('<..... -,;." ')~::'>~~<~"-:> 0:f~ "'-<0'>>>Y"\0'S~Y'0'SP ;'(?:&<'0~/. ..<%<~ <<.....<,;;><6<~~ "~]10"~ ~'N,;('\.~ );~0-'0~ ~/ / /, L2.. 6,~ SITE PAVING (SLOPE TO DRAIN PER GRADING & PAVING PLAN) SUB-GRADE COMPACTED CRUSHED ROCK PER DETAIL (f;) G) ~1!.T!f.:AL CURB DETAIL USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TEl. TO A MINIMUM WET FILM CONCRETE WHEEL STOP THICKNESS OF 15 MILS (oAMM) /""'" WHER'E SHOWN ON PLAN 9/ CURB ~ (.!) '<\l. - 1::-:';';': :,.;,;,: ::':::'::';';':::':':';':':'::';';:":-:';';';':';':',1 [,:,..:,:,:.:,;,::.,::,:.:.; ':.:.:-: :..:,.:,:,:,:,:.; ',';'::';':':':';':'l ~ (.!) ~ ~ ex: ~ ti: ti: Q I-- ex: <..> ~ ~ ~ ~ ~ 0 CJ) <..> '0 '0 I ~I ~ <.0 6'-0" TYPICAL '- 4" STRIPV TYPICAL en gs l> c ~ - 2' TYP. 8'-0" COMPACT SPACE STANDARD SPACE .; ~ SIGN ~ ~ CONCRETE r WHEEL STOP /1 .'. TYPICAL ~,' ~.- -1:.:.,,:c.:.,,:,,:,:.:.::.,::.:.:.0:':':'::3: -~~' riPJ ..uwwwu"uw, 7 ~ 6' Tn>. ~ TYPICAL \ ~'~ 9'-0" CffJfc1!!!!/!.G SPACE DETAIL I . TYP.'Trt A 1 I'pPll"J7TTDJ:f PA VEMENT STENCIL WHIT'E. Jt".tU..I J. D.4J. un.o BLUE BACKGROUND AND BLUE- PATlEBN tkTRUNCA.TED, PAINTED CURB OPTIONAL '. . G) DOME DETAIL' A. D..~lSABLED PA.RKING SPACE DETAIL C . SCALEr N. T.S. \W SCALE' N. T.S. BEDDING . (SEE TYPICAL TRENCH bET AIL) UNDISTURBED SUBGRADE ~ 9 '[ DRAIN DETAIL '~C'66 . NOT USED \fY SCALE' 9' 8' STANDARD MANHOLE l FRAME AND \ GRADED COVER /-<//x' </-31 :-, ", x>.. "''\'': '! :&4~ ___ ';' ~ v . -- \:J ",,I., : :J. '~ TYPICAL \ ~ '~ ).. \ T FINISH GRADE '<<<..(/(<<,X-<<::<<.-j~ r-...... .:-.. '-. ':-.. " '..:" ..... "\.:, 2'-111 STRAIGHT CURB SECT/ON , fe: 3.500 PSI CONCRETE. I -,' . TOP SOIL 12" ~I . . , ! 1" ! I I ' 'I I! J ' ! I I /.~~ 6" ,;.q , i! l' I l. ! I I I. II.' I .. I!, Ii.' I : ': i: r.~~' ":,. .' .::;q' "'.J11 ~~>."~~.'50(.j.>>~.>>~~~ ~ <I ~ '- .n '., " 4" , l-A~'~:>;/<<<<<<<!:<<:'i;-<~ , " 111'.? ~ _: " y " , \. ""' \. \,. ....... '-...: ~,,:'1.,.... ~ "~ / / / )//' :..//,~ / /;/ / /V ~~~~>;:)/ ~0'\.)/>>' ~ <~'Z\.- <V'c..."V'" V'-~ ~~~~~<<<~0/ ~~.<<<~~>:./:.>0~. .~~~~~.~~~/<:~~.?~ ,"""........."',,\..'{''''~'..:~.........."\.::''\.' Y-!?'Y. "-":............. Y"","- -..;..;':-.....""'~......'" '" /:... //':... '/ /'... /'... "'// ",- /' 1':'" '/ '>....."-r//<'7/'-...""'/)............./ /~ '/ 0~~~ ~<(~/:<<>(0<..o/~<::<~...~h''.// /\.:'7% ~ ,,//~/;>~~~/>~~~/~ /(<///""'//~/../ <<X.. ~,.'//, X<./ /~. /' //. ~.,/, ,> '''"':.......''''' '\::.......~ ~ \- "......." -.;" ..... ....: \. v' <~Z~~~ /~y',-" V~/'\. . SUB-GRADE \ COMPACTED CRUSHED ROCK PER DETAIL m. I.' \W DUMMY JOINT 114" DEEP 'V' GROOVE ~~~~#gL I Jb~~ DEEP 6" FROM FACE OF CURB. AT 6'-0" MAX. 112" RADIUS, TYP. .. .) a ___ CONSTRUCT JOINT WITHIN .. /' ) 6 HOURS OF POUR I 6" ( J v, ~ ", .~' ',; :Y /6") 3/4"-(0) CRUSHED ROCK.-../' ',., ,,' , ;::. ':': '" -< f c 1, ,.~;,. , COMPACTED AT 931 <," " .6" - _ 'l:5.J~' ,,,. " .' RELATIVE COMPACTION ~. ~~ " MOO/FlED PROCTOR ~ ">.., 7:>...."'- \>,>)>\.y~ >A"'-''/,~'"'''''''''' '/)<: ................" ~ <t.......... ' X~:....... \\," ""';~ ~' A'>''' " /~..../ /Y:>:(....(/./.://<//./ /v/~(~// '/<~v;/''/ %<v /)Y//<iy ,'/ //./." , ......./.'<'<,,"'y""'/.""v~ /."'-v" ~""""""<''''''''''V\V' '....!>,,~ /X/'- ,-/);",)>,>,/~V;.........V'>..."" .~ "- -; - COMPACTED SUBGRADE. ~,;>.... ..........;);v>....".....;/>:::\>~-..:'>::..y./;-...~ I. . ' AS PER GEO- TECHNICAL a L--. OBSERVATION f 4" THICK. P.C, . ..' CONCRETE. SIDEWALK WITH BROOM FINISH SITE PA VING (SLOPE TO DRAIN PER GRADING : 9"-- 12"-- SECTION a-a SECTION b-b SECTION a-a }. (.6'.' 314"-(0.) C.R. USHED ROCK, COMPACTED AT 93.% RELA T1VE COMPACTION MODIFIED PROCTOR j<~~;<~ >;y>>~~ ~~~1 /'~V~Y'~' .~ ~v~'</(~~~ ~.~~.~0.(z.~>:2.>0~ ----Ja~~~~~ . ~ COMPACTED SU8GRADE SECT/ON c-c. . AS PER GEO-TECHN/CAL OBSERVA TlON a ---, 12" X 6" OPEN/NG .' _, 12" F<;JR.DRAINAGE AT~.. . -. 7 -0 o,c. <;. .' '. "\" r { UNDISTURBED SOIL '" '. . ~ .' .". (i) f!!!!.T!fs.AL CURB DETAIL J H'\ CONCRETE 1fALK PA VING SEL'T/ON \fY SCALE' N. T.8. APPROXIMA TE 4'-0' 3" A.C. PAVING~ I ~ EXISTING A.C. PA VING 1. ~ = -..'{ !. 1 V'l-~.\.. ,:iJ. .p.....'S:.....''''-..''i,. _(\{ n_.r b p."l>-"~,:!......(.17 }/-'''''''1 l.~ <p ..,.If' ~y"':r i_O, :.1.... <"'~l'""<(' v' 'J.;-.;..,~ .. /'...F~.,.....-<l f~'/ ri",,," i ~~."1~, 'C}1=){ U: ''"'. ,....~{}. "b--'~"", , ] t ,"... :.+A ," {,. ICOO'~~;:A4C"~~D} ACRTUS9/-{,3:D ROCK. - '.' ~qL , 1;~~~?d~:t .,J~l'~ - EXISTING CRUSHED ROCK . lVII, I c:: h . ! !~ J?-V"")..,..I''';r-<i' . 1~"", 1 }A. , ,! ....,(. ~~;~~:OE p~~~~~T10N ~0~~~~:%>>;~~>~~~;~~ ~~z ~/~""/^ ;>-'~0'X~):(;"':;;~~~~<>);;.\- Y\ v/ ~LL,:///-<:<Y/J /.:/// ,~.., ?~ . ~~L-~? "" t:. '-. / COMPACTED SUBGRADE AT 93% RELA T1VE COMPACTION MODIFIED PROCTOR. b ...1 - i, l:: ~ 5< o 8: CL '0::::( US'E AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM THICKNESS OF 15 MILS lO.4MMJ , ~~1!/!!r:~D ARROW .112\ TYPICAL ASPHALT PATl;l1 DETAIL \W SCALE' N. T.S. REMOVABLE OIL' f FIL TRA TlON SYSTEM SET RIM. FLUSH TO FINISHED GRADEl 'I I ~ /, ~ <:l: r- 8'-0" rHEAVY DUTY BICYCLE-PROOF . . GRA TE ~ LOCKAGLE COVER Jb dJ' r ' 11 WALK OR CURB + to ~ { /~ ? - 2' TYP. , USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM THICKNESS OF 15 MILS (OAMM) CD~~&~f!.ALK PAlN1'ED DETAIL CD l!l!AL CHAMBER CATCH-BASIN 'J."x.t'E '~" - t 6/1 ROUND GRA TE k r 6" SEWER AND DRAIN RISER PIPE '".j . - ..-~., I> : 'b ~ I> ... C FILL JOINTS WITH CEMENT " . GROUT OR APPROVED MASTIC 36" MIN. ~r FERNCO 1006-1010 FLEX/GLE . ....;.... ~ COUPLING OR APPROVED EQUAL ~-. -1 Y , SEE SH~ET C5 FOR ] f/.. .' ...1-, PIPE S/~E f K~ ~ ~ ~ ~' t WITHIN PAVED AREA OUTSIDE PAVED AREA - UNDISTURBED SOIL ~ - -.... - -... - -...... - - - - - - - - - - - - - - -- - - - - - - --- ........ ...- ~- /,//)..Y/:'y'//~/'A'" 1 " //....../ A I' I / ,/..........." . _ . , I j "<,, ,,'~S"'~~~I~.\.'-.,Y"'" ''-.0; : "..:;{,,:....... Y,-...;,,, ~//Y/';"//>/ /v / ,//7/>)' .>-y, /~/ /.v , vWw':(/<"""<X.v",'\( /. "''(/.(''</'' - '\/'>:\ "''-., ,,/...... "-/\.,' "/ >... '/,>. '" >... "'/'-. Y/>//)Y/)v /)Y / /'/ ,/;",/, ./6"/,('......" /......"</' '-/ " ct: " '-: ", ,,'-:.,,- . 0 !,u / .' u.. ~ .-' ~A: ~lJ.j r-;; b~ IV) rHEA VY DUTY BICYCLE-PROOF . GRA TE ~ LOCKAGLE COVl:R ~ ' c:::! PAVING STRUCTUR'E 8" ASTM D3034 SDR 35 PVC 900 SHORT-RADIUS ELBOW ;;:: ~ ~ NOTES: ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C~478. ALL CONNECTION PIPE SHALL HA VENUEA · FLEX/BLE JOINT WITHIN 18" OF MANHOLE WALL. 3' MIN. BEDDING ,t t " 4" 5" --- ~ ...... ': ~ 1 '[ PIPE SIZE AND TYPE PER PLA INSTALL MANHOLE BASE ON 6" (MIN.J DEPTH OF 314"-0" CRUSHED ROCK ~" . '.. .;. - " . ". ... . ' .!,-. " ..... - '."" . ~ . ~.', . . '... ". "-:.. .'.". . .... REMOVABLE OIL FIL TRA T10N SYSTE; 8ET RIM FLUSH TO FIN/SHED GRADE I I J . . ~ --- COMPACTED ~. NATIVE BACKFILL .;:. m . . z o i= 0- <n52 Zoo O~ <nO -z >-0 LU- a:::!!! > LaJ a::: ~ - t- <( o J::L..I U~ ~~ a:::t:Lu LuU> ....... ~ :z:.......-.J ~~~Q:: 0..00 Q...q:0:: . f-.- 5: Q:l ~ ci' L..I V)L..I~-.1 ~ ~Q::QO~ V) -J 0 - u L... " ~~tI) ~ 6-.J f- f-.- It) :z: : ~ --- ~~V)~~ ~~ ~ lLJ ~ 0 Cl.. :(J Lu ~~~~V),~Q ;.......1 3 $. ~ 8 ~ 0::, . C,) ~ ......... C"':) <JJQ ='C"':) 5~ ~~d~ ...... <:> l{) :.:= '"'" ~ C\! O .. CP I ~ ".. 0) ,.dot"- St;,.)~t"- Q)oCP"- ,..... """".~ S t5~~e. ~ t:tD ~ · .....c ~ (J..) <:J.) ~ · .....c t:tD ~ ~ z:-.. z:-.. "l:tI t"- O) ~ ~tl.O Q,) CP t"- en <JJ ".. ~ lL-tbOCQ ~ tr.J rd' 'T ctS..Cf-CQ ~ +.l .~ "l:tI cr~'Qz:-.. ~ .S -:::;-- ~ ~ ~~ ......... <r.l 00 __ rj C,) ~ C\S ~ M /.~ --::::> r- 6 :2 ,~ ()) ~ $. ~ 8 ~ 0:: f r . (, . t:" SEWER AND ....J. DRAIN PIPE '-./~. \. 114" BEND SEWER AND DRAIN ELBOW "~~~."""..' ~~ -i.SEWER AND DRAIN P-TRAP ,tk)f!2 I Jd )>-' ; COMPACTED CRUSHED ROCK to / L 6' MIN. PROVIDE TRACER WIRE AS COMPACT 3/4'-0 REQUIRED PER LOCAL CODE. BACKFILL IN 8' LIFTS AROUND CATCH BASIN ~GREASE TRAP WITH HINGED CLEANOUT LID 3" MINIMUM COMPACTED 314'-0 CRUSHED ROCK BEDDING SECTION A --A NOTE: . A T CONTRACTOR'S OPTION. MUL TlPLE UTILITIES MA Y BE LOCA TED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARA TlON REQUIREMENTS. HORIZONTAL SEP ARA nON BETWEEN JOINT TRENCH UTILITIES SHALL BE 12' OR GREA TER: ~ ~!!!.{Af!NTATION MANHOLE \ ' aD !!!{~1L TRENCH DETAIL CHAMBER CATCH-BASIN TYPE '11" ~ l!l!AL AUG 1 0 2010 Original submittal . DATE 1 AUG. 2010 SCALE DRA WN BY DESIGNER AS NOTED JLB RF CHECKED BY PROJECT NUMBER SHEET NO. 06 RF 09-01'1 < OF SHEET(S) 701 /1 pa9e.5 Cd S] o Co) ~ .s ~ 0 ,::l CP ..... ~ M . Q) d Q) 0 ,::l ~ 'bJ> 1! ~ 0 r::I ~ ..c::: {1J Q ~ ~~ "" . M {1J j:Q <JJ ~ ~ 110> ~ /II" Co) ~ =' b 00 . :e t;,.) ,I, . ~ ~ ~ a: ~ >- ~ ~ ~ - (5 t\J ~ flJ ~ u ~ ~ ~ ltj tl.O d .~ CP t =' 00 SCH 80 ELLS TYPICAL LOOSE RING PVC SCHEDULE 80 FLANGE WITH STAINLESS STEEL BOL TS AND NUTS BALL VALVES (2) ,-8ACKFLOW PREVENTER, \ I VAL VE BOX CARSON 2436-18. PROVIDE STAINLESS STEEL LOCKING BOL T AND WASHER. SET FLUSH WITH GRADE. I MIN. 2 It BORE.... SIGHTED DRAIN PIPE PER CODE NOTE ,4 ~ ~1.ru6mn, =0 =0 ;:::) :=:' ~NOTE 7 I ~ 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION APPROVED BY SUB FOR THEIR RESPECTIVE SERVICE AREA, ,AND SHALL BE ABOVE THE 100;...YEAR FLOOD PLAIN. 2. REDUCED PRESSURE BACKFLOW ASSEMBLY (RP) SHALL BE INSTALLED HORIZONTAL AND PLUMB, UNLESS SPECIFICALLY APPROVED FOR VERTICAL INSTALLATION AND, a. IS RECOMMENDED BY THE MANUFACTURER FOR VERl1CAL INSTALLATION, b. IS INSTALLED VERl1CAL 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 OUTSIDE, IN BUILDING, AND VAULT INSTALLATIONS. 4. RP SHALL BE WINTERIZED AND/OR PROTECTED FROM FREEZING., RP ABOVEGROUND ENCLOSURE SHALL INCLUDE INSULATION AND/OR HEAT SOURCE. 5. RP ENCLOSURE SHALL INCLUDE A BORE-SIGHTED DRAIN TO DAnlGHT CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE PER opse TABLE 7-4 (LENGTH OF DRAIN TO BE APPROVED BY EWEB, SUB OR RWD FOR THEIR' RESPECTIVE SERVICE AREA). 6. COMPACTED GRAVEL OR UNDISTURBED BASE. 7: A DOOR OR OTHER ACCESS SHALL BE PROVIDED. . 8. ALL ASSEMBLIES 2 1/2" OR LARGER SHALL HAVE VALVE SUPPORTS. 9. COVER MANUFACTURER "HOT BOX" MODEL HB4FN-D. 10. INDOOR RP INSTALLATION REQUIREMENTS: a. AIR-GAPPED DRAIN MANUFACTURED FOR THE RP MAKE AND MODEL AND INSTALLED IN THE ORIENTATION SPECIRED BY MANUFAC7lJRER THAT IS CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE; OR b. 2 TIMES DIAMETER OF EFFECTIVE OPENING WHEN, NOT AFFECTED BY SIDEWALLS, 3 TIMES THE DIAMETER 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, INSTALLATION VERTICAL . AIR GAP INSTALLATION . . Z o i= 0.. (/)~ Zo O~ (i)o -z >0 LaJ- ~!!! > LtJ Ct: .;:. CD YNOIE 5 z :i ;,. 3" <'I MIN 3'" MIN - -, I [-.' () _7jlds'.:: ~:zt <'1- ...::e -~ PLAN /NOTE 9 '\. ~NOIE4 lo~~ C~fCH M~~. .I!~ & '_.~ - 7;2~-O-=0 _____ NOTE ~..,...,.. };>'/);~~./;,; ,~. ,,'<%. ";~>>' ~'I,{'" >; @", 7'/~~ NOTE 6 -./ ' a ::E ~io YNOIE 5 L;j f- -< o .d h \... ' ~ b r ij ~ ADDITIONAL CONSIDERA nONS FOR FIRE SERVICES: LJ ,. FIRE SERVICE ASSEMBLIES SHALL BE INSTALLED WITHIN 10' OFEWEB, SUB OR RWD POiNT OF CONNECTION (GENERALLY LOCATED AT THE PROPEftTY LINE). 2. ALL PIPING PRECEDING THE DOUBLE CHECK VALVE SHALL BE CONSTRUCTED OF POTABLE APPROVED MATERIAL PER OPSC TABLE 6-4 3. NO OUTLETS OR CONNECTIONS (INCLUDING HYDRANTS) WILL BE PERMITTED ON FIRE SERVICE LINES PRIOR TO BACKFLOW PREVENTION ASSEMBLIES. 4. ABOVE GROUND ENCLOSURES FOR RRELlNES SHALL INCLUDE INSULATlONAND/ORHEAT SOURCE DESIGNED TO KEEP ENCLOSURE AT A MINIMUM TEMPERATURE OF 40 F (NFPA 8.16.4.1.3) ..' 5. WHERE NON-FOOD GRADE ANTIFREEZE, CORROSION INHIBITORS, OR OTHER CHEMICALS ARE ADDED TO A FIRE PROTECTION SYSTEM A REDUCED PRESSURE BACKFLOW ASSEMBLY OR REDUCED PRESSURE DETECTOR ASSEMBL Y SHALL BE USED. REFERENCE: . OREGON PLUMBING SPECIALTY CODE, CHAPTER 6 WATER SUPPLY AND DISTRIBUTION, 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 RULES 333-061-0070 (5) (12) (15); 333-061-0071 (10) J::l&.J <...>~ ~Z a:::r:la.J l&JU> I-- ~ :2:1---..J lLJV)~ . U;:::..:::a::: CLUO: 0-,.-<(0::: - I-- :tcn~ci' l&.J V)l&.J~-J ~ L.i Ct:: a 0 ~ V) -Jo""""ulL-.. ~.~ V) ".~-..J J- 1--lC)~~:;r ~~V)~O::: ~~ -., Lu :<C 0 CL <..> lJJ ~<Laj~V) ~Q Cl.' 0 ELEVA TlON o APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY. INCLUDING FACTORY SUPPLIED SHUT -OFF VALVES:' AS LISTED ON THE CURRENTL Y APPROVED BACKFLOW PREVENTION ASSEMBLIES LIST SPECIFIED BY OREGON DEPARTMENT OF HUMAN SERVICES. PLUMBING FROM THE CONNECTION lV POTABLE WATER SUPPLY LINE TO THEASSEMBLY REQUIRES A PLUMBING PERMIT AND MUST 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 THE WATER' SUPPLIER. COPIES OF COMPLt / tV TEST REPORT SHALL BE FURNISHED TO: THE OWNER THE WATER SUPPLIER (SUB) THE BUILDING OFFICIAL CO!V1'JJOL 7AL~/.Ii' wi REDUCED PRESSURE BACb'L01Y & FILTER NOT TO SCALE I II I;' fT'\DOUBLE \.g) NOT TO SCALE CHECK VALVE BACKFLOWPREVENTER CD ~ ~ ~ ~ ~ j Cl ;f '[ ~ 8 u == l5 z: ~ ltl I o I -5 ~ E PI i ::J :ij rl I i l!l ,... u '" ~ ~ !l! j ~ I ! ~ 07$ 1:1 j ~ '~ a ~ lfi i ~ N f4'\'NOT USED \.g) NOT TO SCALE , (HORIZONTAL) (VERTICAL) BEARING AREA OF THRUST BLOCKS VOLUME OF THRUST IN SQUARE FEET BL OCK IN. CUBIC YARDS TEE FITTING TEE. WYE. STRADDLE 90 BEND PLUGGED 45 22-1/2 11-1/4 90 45 22,,1/2 1/ -1/4 SIZE DEAD END B 0 PLUGGED ON RUN BEND BEND BEND BEND BEND BEND BEND AND HYDRANT L CK CROSS' A-I A-2 4 1.0 1.6 1.4 1.9 1.4 /.0 6 2.1 3.7 3.0 4.3 3.0 1.6 1.0 1.3 8 3.8 6.5 5.3 7.6 5.4 ' 2.9 /.5 1.0 2.3 1.1 /0 5.9 10.2 8.4 1/.8 8.4 4.6 2.4 1.2 3.7 1.8 NOTES: I. CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. ALL CONCRETE TO BE CLASS 2400 MINIMUM. 3. INSTALL ISOLATION MA TERIAL BETWEEN PIPE AND/OR FITTINGS . BEFORE POURING CONCRETE BLOCKING. 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. 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. FOLL OWING EQUA TlON: BEARING AREA = ( TEST PRESSURE / 150 ) x ( 2000 / SOIL BEARING STRESS) x ( TABLE VALUE) 2. ABOVE VOLUMES BASED ON TEST PRESSURE OF 150 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) RODS FOR VERTICAL BENDS FITTING SIZE ROD SIZE EMBEDMENT 12' AND LESS #6 30' 14' '"/6' #8 36' ~>.."'~ . .~'.'..,,"l; ~ -.[ ',,-,,~,,';j I ,.-'-'iTI=_ '?',.,;;.;::> ~l- \(.~:i ~ :, --'::f!i; . -- il: T:21:i"~E ~=! .::~.., - m . '~TQ~t.;t; , ' I~m ~r~~~~ t) I tiADDLE BLOCK p "'C. ~.L .ill ; I '.' :@ I i ,,'J. · !;:::i':' , -r '.'.,.. 1 & ~ li;~r~,I. , ~f~Ellr;;:-' BENQ . <:..> ~ ~ A-2 ~ v<::> a~ Q)O) 2$~do~ ...... ..... ..... It:> :::: ~ Q> ~ o t~O) ,J:l <::> l" So~l" Cl)cQ,)- ....... ..-4 . ~ g ~~~e ~ 1- ilTI! "'C ~ ;l.1 .1JIT ...\.' ~l .:..ii~-. . ~._ p ~~ A.LJ,~, ~ ,~ .. ~ # ;.~" .({ '.: o!O;"', ~;',;.~, ;,,; ~. .SI~~lT=:fl~ ! "n-~iTI~~jre~T1lL-<;:?..J ,- CROSS ~~-'~:~_,_,:,.J 4' ,f M"^' '....' ~I~. - /IV . :~)'I~' HOOK - 'l_i"'r' 'It:M IleAL ~~D .... Q.() ~ - ....-4 ~ CJ.) <J.) ~ -,.... Q.() ~ ~ l" l" ~ l" 0:. s:= o +->tl.O Q) Q) l" tr.l Q) ~ t:':) J-.t b <::> co ~ 00 .. c::> J-.t "d I ctS:SQ>~ &:=~l" '"t:1 ~ S - ctS <::>'~ ~ Q.) ...... ~ It:> 1:1':2 t:':). 00 __ :if --c A p t~i .'~ ~~~l~~ Ict: ...~<.l 3 :S ~ ~~~cn:=:rrEi~ _ I _I n:::rr~Iy.J ;:;: It- WYE (];) ~!!RUST BLOCKING .C'j C) ~ ~ ~ ~ /fr; m. .,-~ 6 24" MIN. 24" MIN. CLEARANCE 24" TYP. CLEARANCE ...: - DATE 1 AUG. 2010 6'-0" MIN. CLEARANCE SCALE DRA WN BY DESIGNER AS NOTED - NOTE: MOUNT IN CONCRETE SLAB SECTION PER MANUFACTURERS RECOMMENDA TlONS. ---- ~ --- ---- --------- .----- 1 1 1 1 1 -- ... 11~IL :t U) N') ~ CHECKED BY PROJECT NUMBER SHEET NO. e7 .. ... 11~IL ::0 <:> N') ~fJ 09-077 24" MIN. END CLEARANCE - =--- 24" MIN. END CLEARANCE ....... 48" MlN. SPACING TYP. (];) 1tE! USED ,C1\ BICYCLE RACK DETAIL \.g) SCALE' N. T.8. OF SHEET(S) Date'Received: AUG 1 0 2010 Original Submittal., fJ) ...... ~ i &: "C( >- (.) ~ ~ '-< ~ .~ t =' 00 ";; C,) a 'S o~ (.) C,) .~ b1.l 0 dQ) '1"'4 ~ M . Q) s:I <I) 0 d~ '6IJ ~ d 0 ~ ~ ,.d l1:l (.) ~ drt: cu . M l1:l !Xl Q) ~ .6 ~ C,) ~ E: ~ 00 . :E o JLB RF ?;()f 17 pa1eS i ~ ~ ~ ~ j Cl '"' rl i ~ 8 U ill g- ~ . z: ~ i5 ~ -5 ~ E l=i i U'I '" ~ rl C> '"' I ~ ~ ~ co U '" ~ ffi J: II> ..J ~ ~ ~ ~ ~ g g ~ 07$ 1:1 ~ g> ! &l 13 S ~ s 19- N CONSTRUCT/aNNaTES: 1) DOUBLE CHECK DETECTOR (DCOA) & FIRE DEPARTMENT CONNECTION (FDC) SHALL CONFORM TO PUBLlC/PRIVA TE AGENCY REQUIREMENTS HA VlNG JURISDICTION, 2) DCDA AND VAUL T INSTALLA TlON SHALL MEET SA TE OF OREGON, DEPARTMNET OF HUMAN RESOURCES, ,& HEALTH DIVISION REQUIREMENTS. 3) CONC1RACTOR SHALL HA VENUEDCDA TESTED AND CERTIFIED FULL Y FUNCTIONAL ACCORDING TO MANUFACTURER SPECIFICA nONS PRIOR TO ACCEPTANCE BY OWNER. 4) FDC SHALL NOT EXIT n-IROUGH THE TOP OF n-IE VAUL T. 5) ALL PIPE PENETRA TloNS THROUGH n-IE VAUL T SHALL BE WA TERTlGHT. PROVIDE NON-SHRINK GROUT OR LINK SEAL AS REQ'D. 6) BENDS, CROSSES AND TEES SHALL NOT BE INSTALLED Wln-llN 5~FEET FROM THE EXTERIOR OF THE V AUL T. 7) THE VAUL T SHALL MEET OR EXCEED ASTM C-857. ALL VAUL T CONCRETE TO BE 4,500-PSI AT 2B-DAYS. REBAR TO BE ASTM A-615 GRADE 60. /PROVlDE BALL DRIP DRAIN VALVE TO F.D.C. PER FIRE DEPT.~ . DRAIN FDC, EITHER ON CHECK VALVE wft1H~oAJ':;~F:u;tk~~~~~..R~QU~:E:~~T: ....~~.,...... OR ~TH HORIZO~:~:A::~~~ :;~~~~' wi .. , "'( !~:,;,::~~>./.3:,"\".,:.:,:,.,..:",~.,"), '.'. 1J:"?" <,~":...~:.,, ,',' " .'~/NTLRIOR DIMt::'NS/AA/S 4'-2" _ " ,.,'..,:;~:l .'. ,".~? " . " .-. ...., ...,. ,/ . Il:.i l:.i VIV ; ,". "', "I'; '-, ,. 'j ./ . '.C, "'i;::: ~~~-;/;A ~~'L~' o:~~~f T t '. .:4+---- 4" SCHEDULE 80 GALVANIZED STEEL PIPE 4" DOUBLE CHECK-- ~ ------);,::~ 4" TRANS/nON COUPLING DETECTOR ASSEMBLY _ ________S; ____ 4" FLG X PE SPOOL (WILKINS MODEL 350 LA) j..... J f""'---- ______ ~ ~ 4" GLOBE OR WAFER STYLE SILENT . " ~ "Y0' CHECK VALVE OR APPROVED EQUAL , " (1\' . ~ ' . ': ,1': MI': ~/, ~ ~ ", :~SUMP PUMP DISCHARGE ,@- , ~ 6 MIN ;', ;. . ~ - ~@'l (1': Jl~"~ L~ ~:;' :f:<~' ,~- ~:~ FOC TEE~EJ'"'' Yb/ EXTEND PIPE TO, FIRE SPRINKLER ROOM, "- PROVIDE FLG PIPE TERMINUS & BLIND FLG. . ~ COORDINA TE CONNECTION WITH MECHANICAL SHEETS CAST-IN-PLACE CONCRETE~ THRUST COLLAR WITH RETAINER GLAND CENTER, ED IN CONCRETE (TYP. BOTH ENDS) b r ~' B) FURNISH & INSTALL 1/4-HP SUMP PUMP AND HIGH-WA TER ALARM SYSTEM. 9) SUMP DISCHARGE SHALL BE PLUMBED TO GRAV7TY STORM DRAIN PER IBC REQUIREMENTS. PLAN PROVIDE COMPATIBLE SPRING-ASSISTED LOCKING DOUBLE~DOOR GALVANIZED DIAMOND PLATE ACCESS HATCH. 1% MIN. ' '~/AKA'/~~~ . ,'. ...'..;".. "'7>> r /~, . ~~"'j' GRANULAR BACKFILL ~ > '::: UNDER AC OR CONC. y',,';.: SERVICE (<~',~: ~;.//?, OS&Y.VALVES WITH SUPERVISORY~;;ii TAMPER SW7TCHES (VERIFY .' ~ CO, MP, A TlBILlTY W7TH MECHANICAL t,'<.:":~.. SYSTEMS) ~. '" ~ I' " SUMP PUMP WITH POWER ,'~~~/~:; ~ SUPPLY. PROVIDE SUMP PUMP ALARM, ~ ~~~~7:g~GT~0~0~~~~RTETO CONNECT~~">"~X" . FI, SUMP PUMP TO BUILDING POWER ' / \ '. . I ;"" -) "T:.,~~..j (-. /J, , ._' f.., "<L /. . I L~ ,/'"": \. / 6" LIFT, 314" MINUS )".. ~r"'" '. "::J~, COMPACTED CRUSHED ROCK"", ' . .:.:,:': :.. ,.~~::..,~~" t.. ./'~ PROVIDE COMPATIBLE FLANGE SUPPORTS SECTION FIRE PROTECTION DOUJJLE CHECK DETEC'PORBACKFLOJf PREVENTER NOT TO SCALE: ,",,:..{::?~:~h'>:' .,. FIRE DEPT. .CONNECTlON SET 36" ABOVE GRADE UNLESS OTHERWISE REQUIRED BY FIRE DEPT. '~MIN.. , ....... Q Y u ~~ ;;~ ~.. '~-~<:'~,~' , ' . . ,.-- 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. SHOEBOX LIGHT FIXTURE TYPICAL PARKING LOT INSTALLATION ~ -- USE AMERICAN ELECTRIC ~.~ LlGHnNG A~ x-~ C 3 mm 0/8") THICK POLYCAR80NATE l.14NDAL RESISTANT SHIELD WITH 50 mm (2'jSPACE BETWEEN LENS . AND SHIELD. SHiELD REQUIRED UNLESS OTHERWISE NOTED (EITHER SmE SHIELD ACCEPTABLE) CAL VANIZED ~ll:.tL ARM FOR STEEL POLE OR r ALUMINUM ARM ANODIZED TO MATCH lUMINAIRE 60 mm,(2-3/8'jO.D.. X 4 mm(O 154") ':-r:~ ~ WALL. ALUMINUM ALLOY 6063-T6 rUBE 70 WATT; M-C lilIES LIGHTING PATTERN lYPlCAL LUMINAIRE AND ARM WITH FINISH AS SPECIFIED ~ " of ,,"' , FIRE SPRINKLER ROOM SET TOP 3" MIN. ABOVE F. G. OUTSIDE PAVED . AREAS. ____ MH BULB t' WATTAGE AS ON PLANS \ 543 mm "'.. ,(21-3/8"\ -170 mm .... ,/C I (6-3/4") 200mJ '~. .~~I'" I (8") t ~. \l} , , (} "-so mm(2"}PIPE ADAPTER \ (,// ,__REFLECTOR . ..~ .--DOOR FRAME GAL VANIZED STEEL POLE OR ALUMINUM POLE _______(4, mm ALLOY rUBE) SMOOTH ANODIZED FINISH AS SPECIFIED. # 10 XHHW '-:,....: .......~~. , ',' ~.vm:~~:t1:fE '-, v,_ .~~~~ ~ ~ ' " ,,/ ~ ~ ~ ~ ~ ~ ~ ~ 0:: <:j E E <c - N) <ti ~~ C\i <::) MAINTAIN '=- ~ ~ j1IN1MUM 3' . CLEAR _ ~ G '. :t<..= i~ ~~ '; (', EXTEND, . ELECTRICAL CONDUIT TO VAULT, COORDlNA TE WITH ELECTRICAL CONTRACTOR , ~ ~" [2" SC,HEDULE 40 p. VC SUMP PUMP DISCHARGE LINE. PLUMB TO GRAVITY STORM DRAIN. PROVIDE 18" MINMUM COVER. /1 , i '~:':'"~ -* :".:/<~< -- 2" TRUE -UNION BALL VAL VE .{:,;;'- 2" BALL CHECK VALVE /' - ~ ~ "...'~ " " . ~ . ~.~).:. " . 11) PROVIDE THRUST BLOCKS ATFITTING LOCATIONS PER AWWA STANDARDS (n-IRUST BLOCKS NOT SHOWN). LADDER ~ I hJ"..'. ~ . J,. I .... <.. , . . 12) BACKFILL AROUND VAULT USING CRUSHED ROCk IN PAVED OR SIDEWALK AREAS, OR NA T1VE MA TERIALS IN LANDSCAPE AREAS. 13) TRACER Vt'7RE SHALL EXTEND INTO VAULT AND TERMINATE. PROVIDE ADEQUATE FREE WIRE TO EXTEND 18" OUTSIDE OF ACCESS OPENING. COIL WIRE AND SECURE Wln-I NON;...CORROSIVE FASTENER ABOVE PIPE PENETRATION. ~- <: ~.. 14) BACKFLOW ASSEMBLIES SHALL HAVENUEWATERTIGHT PLUGS OR CAPS INSTALLED ON ALL TEST COCKS. Q 15) IDENTlFlCA TlON SIGNS SHALL BE PROVIDED A T EACH VAL VE TO INDICA TE ITS FUNCTION AND WHA T IT CONTROLS. 16) PRECAST CONCRETE VAULT SIZED PER BFPMANUFACTURER;S REQUIREMENTS AND WATER DEPT. RECOMMENDATIONS. 6 b 17) CLEARANCE PER MANUFACTURER'S REQUIREMENTS AND WATER DEPT. RECOMMENDA TIONS. 18) EACH VALVE SHALL HAVENUEIDENTIFICATION SIGNS INDICATING ITS FUNCTION & WHAT IT CONTROLS 6.7.4 . .(J;) fD.. INFIL TRA TlON BASIN BOTTOM 476.50' - 24' OF PLANTING SOIL DEPTH GROUND LUG IN LINE FUSE HOLDER .~, . '. 76 X 127 HANDHOLE , (3" X 5") INSULATED GROUND BUSHING ' BOL T COVER . CONnNUOUS NO. 6 STRANDED CURB ~ ~ y~ >- HOLDDOlWl/ NUT AND WASHER SIDEWALK OR ISLAND SURFAClNG~ . "I ~J~"f.l1: ' GRou.T AS REQUIRED ~ r'~~~f~' ..ct ~ _~0"~0-TOP 102 mm (4")OF ~ -;!:, -.. ~_ .. CONCRETE FOUNDATION SHALL GALli. RIGID STEEL CONDUlT.--<~ --~ ~~ BE SQUARE. REMAINING DEPTH IN FOUNDAnON. 50 mm (21jMIN., ~ & ;" ~ ~ MAY BE ROUND OR SQUARE. CONDUIT TO JUNCTION BOX ,<:{ L .. - _ -/ ~ ~ f2 ~ . (4) #8 BARS II ~ 0 0~ ,~/ i'/ <:::>1 ~, ':~ . ,?:-..,..I ~ ((// --.. -'--' ~ '\} '.:. ~ lJ1J ~ i ~ ~~~ ~ E: ~ 1"/ ~ /)). ~ !~~~ /' ,~/ ~,~ t '-.: ,,"'~/, /^~ ~ ^ . y,"{//I'. ':'..~//.~' 4,000 PSI CONCRETE FOUNDA TlON ../ 762 MIN. DIA. (PLACE IN ONE POUR) ........ (JO") ---- BOL T SQUARE (6.72'; ,--f 70.71 /" -tz-l 1>0 \ BOLT CIRCLE 229-254 mm \ (9" TO fOil) C? ___51_ 1 ,:.-457 mrn..-..' (9-3/4Ij BASE SQUARE (4) ANCHOR BOLTS (ASTM A307) FULL Y GAL VANIZED9 f 4 mm (36 'JLONG , 25.4 mm (f IN.)DIA. WITH 82.6 mm(3-f/4") HOOK. #4 HOOPS ON 305 mm CENTERS. (12'/------{ 76 mm MIN. CLEARANCE (TYP.) (3") ~ \ STEEL AND ALUMINUM POLE INSTALLATION COPPERWELD GROUND ROI2 16 mm X 3 m MIN. (5/8 'tWt X 10FT) U4TH AN ACCESSIBLE CLAMP. NOT TO SCALE mc2a LIGHT POLE \gU NOT TO SCALE: -- 2' -.:...--- 4.5" 6' 4.5' - 0'\c5a DITCH 'INLET" DETAIL' \.fV NOT TO SCALE: '. - /5' - INFILTRATION BASIN CROSS SBCTION .SEE LANDSCAPE ARCHITECT PLANS FOR, PLANTING AND SOIL REQUIRED (T) RAINGARlJEN SECTION ~ NOT TO SCALE: (- PAVING PARKING AREA WHEEL STOP OR CURB WITH CUT -OUTS PARKING AREA WHEEL STOP OR CURB WITH CUT ~OUTS - PERMEABLE FIL TER FABRIC NA TlVE SOIL 24' OF PLANTING SOIL DEP TH - 4.5' 8' -- - .... - -It - INFILTRATION BASIN CROSS SBCTION .SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL REQUIRED ~ RAINGARDEN SECTION ~ NOT TO SCALE: Pi .;:. .en . . Z =0 i= Q.. (/)02 Zu o-~ (i)O -z >0 UJ- ct:!!2 > l..&J a:: ~ t- -or:( o :t:LiJ U::::> ~Z a::::t:laJ laJU> J-.- '<:( ~~--.J U i=: S 0::: - n Uo """- 0:: - 9: t:i LiJ .. ~ :t: ~Q tj ~laJ~~ J: .. ........ ~ 0 ........ . I ^ la.J 0 .......... .......... v I ~ ~ ;-;; u La... Z J- ::::=... v , ~ O--J t- J-.-Ll):z:i=:.......... ~~V>~Ci2~~ ~ L.u ~ a 0... l) Lu ~::c: l&j ~ '^~ ~ a... v , a ......... . C,) ~ ~ ~ ~~ ~S; ~~=f::: S ~~~ o a.. Q.) I Q,)~C>> ..c:l <::> z:.- su~z:.- ~ Q ~~ as, ... ..... = tI)~~e ... Ql) ~ .~ ~ <l) Q) ~ . ...-I Ql) ~ ~ z:..- z:.- ""l:tl t"- O) ~ ~tlD Q,)fz:.- ~b<::>f6 1:: fJ'J -d' 'T ('CS..dQ3(O ::s ~...... ~ c::rc ~ ......~ t"- "eSr:z.c _ ('CS. ""'"" Q.)~Q.""l:tl =~fJ'Je <1 C,) ~ ~ ~ ~ @ DATE 1 AUG. 2010 SCALE DRA WN BY DESIGNER AS NOTED CHECKED BY PROJECT NUMBER SHEET NO. C8 09-077 ~ ~ ~ a: 1( >- (J ~ ~ ...q: tlD .~ t ::s fJ'J . ...... Cl:S C) 8 .~ o ~ () C) .-S b.O Q d Q,) .,... C-' M . Q) = Q) Q d :::3 ..... Cl:S ~~ J'oIQ ~ ~ ~ d E-t ca . M tn j:Q Q) . I\.c ~ ::s ~ ~ :: e ~ fJ'J . ...... 'S: ."", u JLB RF RF OF SHEET(S) Date Received: AUG 1 0 2010 .., Original SubmittaL..",. qof t7 pa'je:> / "/ 8'-811 8" v / / / 7YP. j7;;= ~ ~'\GJ ~ '! )J \~.~ J .... - -...... / '\ , ,( \ , '\, ~ . \ I '"J( \ :; o ..-- ..' co II" w to I t:-.. ,., - "" ( . , 31'-";" '\ J ,-' --...... / . '\ ~-~._.( -.,-[;. ,\ '......~HSS 4x4, 1YP =0 ..-- , ~ i' /'---1- ( '\ , '\ ~ \ " " I ,.,./ ........- 1.. ...'. .' .'.' . 2.'-, 10, "~. x. 3'-10" DEEP \-" .~. CONCRETE PIER 1/ ' '\ ' (6) PLACES \ ~. , I , ,./ \ ' ........- ~ 4" SLAB WITH #4 AT 18" o.c. e. w. SEE (];) ~ PLAN NORTH @ !B~~,~~ON PLAN ~TYP\ FLASHING AROUND ROOF EDGES; TYP. TRASH ENCLOSURE FENCING 'DESIGNED BY FENCE DESIGNER. GA TE LOCA TED ON EAST SIDE. ~ , Co . ..~ J. . : ..' '- . . . . .4' .,. . ... "'" ... ,. . .' ., ~ . . .. 'A . .: -. . : ..' '- . . .. ... . 'A . :. .! . " . .. . ;. # .' .. . 1. .... ;'., # ~: .., :' _it .. 4 : :.:' ~ ~ j Cl ~ ~ jj Cl ... rl '[ 8 III a , u ~ d z Ii? ! w o ~ -5 ~ E "" i l:'f , iIi N S ~ '" u i ~ ::t: III ~ Cl '" U . ~ ~ ~ e ~ 07$ ~ t ~ l!! , ~ ~ lfl ~ 9- 2l ~ N . . '. . ' . , '. . . -. :. . , ',.. . *. :. . . :,.. . ---- ': 2'-1011(6 X 3'-10" DEEP FOOTING SEE'r3\ \gJ TYP. ': , ...:..' /. '.:" : .. :. .. .. ~ . . ...:. T. :'.' . .. :. .. .. "': ~'" ':4' :;. ~ . . . .4 .. 8'-8n WEST ELEVATION (EASTELEVA nON SIM.) a ..-- ..' 0) , , :: <::) ..-- . J ~ , , .~ ~ ..-- ~ b ..-- .. J ~ ~ ~ ~ ..-- HSS COLUMN PER PLAN 3" CLR. TYP. ~-v--- / t. / / ( "- "'--. VA' rt' ~, , , , , :; <.0 .... , L! .,;\ , , , , , :: " . """', , 2'-10" DIA. x , , t @!B~r!'!~ALPETAIL (J) tsa:: zLw ~~ ::::s;::C) ~>- --'c;n <: ~~ UC) b05 I .. I- (00 <: 1 '-0" 'A .. .: . '!. .. ' .. . ;. > ' , . . .... .;. . ~. ...' 'ff .. '. .. . . ----- ~ " .. ~ :.:' ': ., :. .. :,. . ... :..' T. ....:: : , :' .. 4.. . '., .4'... , - . f. . . \ (2) #3 HOOP TIES w/ STD. HOOKS ~;tf)'~' ., ~ . . ". ~~, '\ . I CAST CONCRETE AGAINST ~ UNDISTURBED NA TlVE SOIL. . 'IF OVER-EXCA VA TlON OCCURS, BACKFILL ONL Y . WI TH CONCRETE, ......, '#5 x 18" REBAR PIN THROUGH COLUMN RECOMMENDED ) . CAST-IN-PLACE CONCRE7E FOOTING .. ..=- 3/16 ( I . ~. 3/16 ,TYP. HSS COLUMN~ ~~...". 1/411 CA.P PLATE PER PLAN ',I, 1/81\ 'fJP --/'-- 1 0C', 49 FlWfING CONNECTION \..W. SCALE: NOT TO SCALE 19'-4" ROOF FRAMING: '....;. ~...." SEE FRAMING PLAN .~ TRASH ENCLOSURE FENCING DESIGNED . BY FENCE DESIGNER. HSS 4x4, TYP. ~ "4' ..... .:- . ....,.. . . '.- *.. . .. . . .... ~. , 'A . :. . '! . .. . ." . ~ # .' .. . .... 1 '-0"_ .~ i. . : ,.' ." .' . . . ~ " ... " :.:' ': .. :. .. . :,. . .... :; T. . :.. .. . .. . :- ... &I.. . f . . 11'-8" NORTH ELEVA TION (SOUTH ELEVA nON SIM.) . . . .4'.. (i'\c29' '. TRASH ENCLOSURE \EV SCALE: NOT TO SCALE : 411 CON ,C. RETE, . FLOOR. SLAB. [., .' '. #4 BARS AT ~ 18" o.c, EACH WA Y J ~ ,', I t I /'. I, , ~, ~'.. " :: <0 , -" \, 3/4" WELL GRADED CRUSHED ROCK, COMPACTED TO 93% MODIFIED PROCTOR RELA TlVE COMPACTION @ ~~.l}~rAIL 1'-0" . I ~ . . HSS 4x4xl/8, TYP. ::: """' , ~ ... ::: co I Co ~ >< 3/16) ( ~ /, 3/16 ' TYP, .~ ~ ..I """' o , , ~ ~ , , . L\ <J . LEGEND >= m INTERIOR EDGE OF THICKENED SLAB FOUNDA nON CONTROL JOINT .. z o =t= a.... (1)0: Zo o~ -0 (I) -z >0 LaJ- ~~ > L.IJ 0.:: , 1-3/4" DEEP SAW CUT (TYP.) CULAS SOON AFTER POUR AS POSSIBLE . 4 UT 2 OF EVERY 3 BARS AT CONTROL JOINT @ E~!fJ:~~fo.JOlliT DETAIL 11'-8" 15'-8" HSS 6x2xl/8 24 GA. METAL ROOFING: AEP "REVERSED BOX RIB", FASTEN PER MANUFACTURER'S SPECIFlCA TlONS HSS 6x2x3j16 HSS 6x2xl/B FRAMING PLAN 1'-0" -1 - , to ~..- \ . 2'-10"(6 x 3'-10" DEEP FOOTING SEE r3\ \fV TYP. / \ \ \ \ J ( ,,~/ fO , , " , ~ .1- oe( o It ~ CIl ...... ~ ~ t: ~ )... (.) al C) "lC( ::I:lJJ U:::> ~Z a::J:Lw L.Jl.)::> f-.;..'~ ttj~--J lJJV) l.)i=:~Q:: 0::....... a..UO :::>- a..-q:0;:: V)~ J:Q)~ci ~~ V)L.J~--J ~ 0;:: 0 0 !::! ttj ~ --J 0 ......... l.) La- · · ~~V) ~ g::I:V) t; ~ J.-... IJ)......... a.... V) < Lu:::s....V')~O::::Ci2~~ "-')laJ~Oa...(J~..:J ~:Z:L.j~V)t2J.-...a... a.... Cl " . Q ~ ~ ~ .~ t :::J 00 ~ ~g ~z:.... Q.) Q) C) C)~~I: . ,... . Q lC') :::: t? t\O C\l o ~ Q) I Q)~C) ...doz:.... Sc..:>~l'- ~<=~c;- C'd .....-t ..... <= \I)~~.e - "" CJ a ] o CJ C) Q) . ~ bDO d Q) . .... t.!:l M . Q.) ~ Q.) 0 d ., . .... "" b.O~ d a ~ ~ ~ ~ d t:: Cd . M In c:Q Q.) . ~ : ~ = ~ : e ~ 00 . - 'S: . .... u ~ >< ~ ~ :::x:: .... Ql) ~ . ....-4 ~ Q) <:U ~ · ....-4 Q1) ~ ~ ,.q C,.) ~ co ~ ~ z:.... z:.... '''It' z:.... C) =t o ...,.:Ib1l Q)Q.)z:.... 00 Q.)~~ ~~o<O Q.) ~ ..<= 1: "CII ~;S~~ ~~~z:.... ~~ ~- <<$ .f:.....-t Q.) ~ ~~ 1:1:: . C"') 00 .e ~ DATE 1 AUG. 2010 SCALE ORA WN BY DESIGNER, AS NOTED GRJ RF CHECKED BY PROJECT NUMBER SHEET NO. C9 RF 09-071 OF SHEET(S) P: Date Received: AUG 1 0 20tO Original SubmittaJ """"'_'_""l~ /0 of 17 p;z~es . . ,. b _I N") '" '1 (> CD - w 00 .~ ~ ~ (@ ," ~ ~ ~ ~ ~ j C1 .... rl 1 :3 l:R a u i!S ~ Ii! ItI i!S !E 1IJ o ~ -tf ~ E ;; i It> '" ~ o I .... < i i g VI 07$ i ~ ~ g ! ~ 07$ tI i 8' ! &i lfi ~ 51- ~ N , b , to '" , 10' 1 -- lO f'() o CO "3" lJj LL u.: b 1 in !5 ~ ~ <q c <q i I ! - I $ Q) 125'-0' 31'-0' 44'-2' /I '-10' ... - -- ~ v. ~ ~.~ ,____My,.,.~ 0_._ II _3Y <Z> 1 ~r\ /1 ill "\. /" , , x I; / \. t ~ / , ! ~v' \\ L~l_- . \ \ i __ 1 -~ -~~>--/ "':--:.. ---- FUTURE STAIRS ~ -----~ ,~ ~ MOM'S ROOM [ /031 b I Zo I \ \ (/021 GREEN ROOM ( ~ /\:\ " \) \/41> II 0 78 I \ \ , \ \ \ \ /I '-2' - \/ \ \ .., F.FE. 480.35 1I07A) ~ -' N") J: I"' '" co -' N") PLA TFORM & STAIRS F.F.E. 482.80 ~ -' "t" lC) V5 lLJ c <q co ~ 2 _' lC) 38'-0' 1/17) s GJ ~ 'r I. ! ! J:J I ! 1 22'-8' -- . I - - I 1078 ) o _I f'()r BAPTISTERY ROOM LI/31 ~ ---------.........---------. FUTURE STAIRS .~/ ------- ----- ----. ! ~ ~. 1. ~ 3P m'.'-".--"...,.,.... ..'.....-.......,....' "H_._'/~'_ ,,__. __ ,. @ @ ~ o .. ,- Q) 38'-0' -<~ ~([;- . .~;:;;...--_.-, ~XXX)< .0 (0- \ -- 4'-0' i co , o - 'r . ~ -' N") C\J Co I o - 1I09BI , i i i . MECHANICAL ROOM 11/41 b -' c..o : J< ; 1 \ /' :,: /\, I tj ~ / \ ifl/ \ I', 1 c)~- 24'-8' 241-8' 24'-8' .. .;: -- -- 3/ '-0' . I 8 X)()(~ 10'-0' 1I09B! 10'-0' Gt>J\Z 24'-8' -: 1 1 CLOSET:. 5 5 6 5 5 -15 K j'~J~f__~ _f1(/ ~) \'--// , ' 5'-10' WOMAN'S I3A THROOM 11/6) LA VA TORY DETAILS SEEm ~ (0 (:) 1/09A) \ \ \\ \ \ aa o 0 RISER ~ CLOSET (@- 1/061 , I' 7--~ 7 \ I \ ~I~\ / " /' (~) (d '- -g I 8 0) MEN'S BA THROOM 1/041 LA VA TORY DETAILS SEE rT'\ ~ 5'-10' ~ ,- - r2 rQ rQ rQ ~X)()(~ I CLOSET 241-8' -- o - (> <l> c=:. c::"~ Y1 ~ c= ~ I ~ =~() , . o -' ~ c::J . ~ 1/. - I - ~~ .......- b I Co D 10' I . b , Co o LEGEND CFS NON-BEARING WALL WALL NON-BEARING WALL . PARTIAL WALL HIEGHT \\~- '--~~~ BEARING WALL b I ~ CD i '0 W b-G -' D o "3" 10 -0 b -I to C\J '0 @' 1205) <J> j I ! 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C,.;l 3/16"= 1 '-0" SCALE DRA WN BY DESIGNER JLB RF CHECKED BY PROJECT NUMBER SHEET NO. AJ ru:- 09-07/ OF SHEET(S) Date Received: AUG 1 0 2010 Original Submittal /2 of 17 pajes o CD o 0) (0 o CD 26 GA. METAL~ SIDING WITH 2' LONG NO./2 SELF-DRILLING.' . .' ..... '. ....., SCREWS AT /2' o.C. ~..- ~ LAP SIDING ~ ""y- - o o ~ i ! c:::Jc:::J'r0 I f-... b I (x) , , 39'-9L. 2 6/-5~ 39'-9~' --- @ !~~l!~'_O~LEVATION o 0) o CD 8 A b I b ~ A I - ~ /# b 6/~ ,/ I H /J? c:::J,0/ b Co "- - "/ -' ..t)'/ / ~' <.0 ;;:;" Z'l / ~/ - ~ ,/ ,y/ (// , , /~ -Y'/ ~ i,~- I ' LAP SIDING /P -f// ~ <,y .- ?,,- / "/~. ,,y / 4~0' 6~0' 6~0' 5~0' 5~O' -: -.... - - - - ' - 6'-0' 5'-0' 6'-0' 5'-0' 6'-0' 01( ..... __ _.... __ 5'-0' 5'-0' 6'-0' 6'-0' 4'-0' - .... - - - -- - - -- - 12' ---- 23'..:.0' -- - 12' 6' TYP. ---- -- 23'-0' - -- 40'-0' @ !!?!f!'!!_O~U'VATION b -' 1.0 . -lC\J , ~ C\J ~ m . .. z: o i= 0.. (/) - 0: Zo O~ Vio >-z wQ ~-~ > .LaJ a::: w ~ o b -' 1.0 N') , (I) ::r:la.J :2: U~ 0 ~~ ~ ~::r:~ ~ ~u-<( ~ :;z:t----J Lu la.J V) ~ . u~-~ ~ QUO ~ a...~0:: -.J 5: en la.J .. 0 V) ~3 V) ~Lu~I_. ~'-'-CO~' ~ -JO-UlL... '. ~~V) <D~::r: :2::i=:t-- I- ~ t-.... It) .......... ' a... ~ r.': V) ~ ~ 0: ~O.'" -, '-1..1 :<C 0 Cl. (.) ~ :2:: L,j ~ V) ~:2:: a... c , . I, _,' . . Q ~ ........ Co? Go)Q ::tCo? ~r-- Q) Go) 0> <:.>~~f:: . ..... 0 tc:> ::t:: ~ t\O N O .. (J,) I >Of ~ 0) ,.80r-- Sc...:>,,;r-- ~ Q ~~ Cd ..... ..... Q CI)~~.e j .... QD ~ · ....-4 ~ (1) (J.) ~ · ....-4 QD ~ ~ r-- i:'- ~ t"'" 0) ~ ......ttD Go)Go)r-- a::l Go) ~ ~ ""boco (1) 00 ",0 -' ~I ~:S]~ t:r:='Qi:'- ~ ~ s- C'C$ o' ~ ..... (1) ..... ~ ~ l:CICW':looe b -' 1.0 N') ~ .. - I ~ ~ <n :s:: C\J ~ ':::( 3lt ~ ":::( ~ ~ ~ .. t-- - 1 t-- N-, 0 C\J Cb ~ _I 0) - ,"'1 C) ~ cj ~ ~ .~ DATE 1 AUG. 2010 <<J CJ a ..... o~ C) Go) . ...... b.O 0 d Q) ..... Co-' M . <J) = <J) 0 d:+:3 'Q ~ d 0 ~ ~ ...c= rn C) ~ d ~ ~e: M rn ~ (J,) ~ .a ~ CJ - = - b 00 3/16"= 1 '-0" SCALE ORA WN BY DESIGNER JLB RF , CHECKED BY PROJECT NUMBER SHEET NO. A4 q 09-01'1 SHEET(S) ~ ~ ~ a: "'< )... (.) ~ C) ~ - ~ t;5 ~ .~ Q) t ::s 00 . . ~ . .... c...:> -;:. m @ INSTALL (S) INCHES RIGID ELECTRICAL CONDUIT. CONDUCTOR TYPE AND SIZE PER DESIGN-BUILD ELECTRICAL CONTRACTOR FURNISH AND INSTALL APPROVED 10. xlr x12- JUNCTION 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 AVL SERIES 400 WATT 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 TlL T: SUBMIT CUT SHEET PRIOR TO ORDERING EXTEND TO BUILDING ELECTRICAL PANEL WITH BREAKER/DISCONNECT - SEE ELECTRICAL z o t= 0.. <nO: Zo O~ Vio -z >0 UJ- Ck: - !!! > UJ a:: LIGHTING CONSTRUCTION NOTES ~~ @ (f) f8L\,' ' \J3/ ~ c5 ci o co 1 fHPS\ ~ ..;j f- ~ 'r ~ -_.--:-----"...-...._-.---..--""."...~._'" ~- ----~----.-.--------_._-------------- -~-- -~-t---- '1 ." \ . .... .. __~_~, _~__~_<<==::::t JB I f'::u lei'=::( IV) J G) + NO TES: I. CONTRACTOR TO DESIGN BUILD PARKING LOT LIGHTING. THE PLAN SHALL INCLUDE BUT IS NOT LIMITED TO WIRING SIZE. VOL TAGE. CIRCUIT BREAKER AND DISCONNECT. SUBMIT PLAN TO THE ENGINEER FOR APPROVAL 2~ CONTRACTOR TO OBTAIN ELECTRICAL PERMIT, AND COORDINA TE REQUIRED INSPEC TlONS. 3. LIGHT POLE FOUNDA TlON INSPECTIONS ARE REQUIRED PRIOR TO POURING CONCRETE. 4. ALL WORK SHALL CONFORM TO THE NA TlONAL ELECTRICAL CODE. ~ ~ o a: Go: ~ ).... o t5 G ~ ."----,---'--s --- ~' h.. ~ . ,I , . ,. ,t-' ~ 1 ~ 0. ~ I I I I I VI ,,~ , :~l I -.: 60 R.O.W. , 1:,.1 r':~1 '~,! 51 >1 ,,) ... :1 ': J--35.7/' AC . "" ! . -=- t" \ ~j rHPS\~ ~?rv ~ ~,L , 12 fD ! ~ :. (~ .' rf," ,. '".j V:\ ~) :t: U 0:: I :::>L..u I " I ~::r:>~ ::2:: I lLJU..q: I ....... 0 -r:: I I =2:1-----..<:> :r: I LwVl..q:Lw ~ I t.>i::---O:: .......... :c, I CLUO .........J I i CL~O:: I ......... I --- OJ L.,J .. I :r: ~o 0 I I VlL.,J~-.J --.J · · 0::: C la.J l.!j 0--- .. ~ ~ 0 --- U l&-. ~ i=:~V") ~ ~:z: ~ + :2:i=:.......... G~ I-LO_ Cl.. ~ l&JL..u V)~~ a: ~ ---, :<(OCL u ~ ~:2: lJj ~ V) ~ 0- Q. Q :.~~~--,~ ' ~ '.f .. . ...~~M'".~ . : ~:~. ;.~..~ l~~""~' ~~'~l~:~: : ,;4. " ~-"-<, ,.J_,. ".: :1 0;"r/,' :,...q ~:.:.-7:, ...' I ~ -----'-----'---'=---.=-=--' J YG)I{- ~~ ~ r ./ : :';4.-.. \ .....~ :'~'n J-"" "~~ U-II PROPOSED LIGHT WITH 6' ARM MOUNT ...c:1 C,) ~ ~ ~ CO 6 s ~ o ~ 0) ~ .~ CX) ~ Q) ~ ~ t>- o ..... ~ ... I ~ ::s f:tO <:0 ~ lZl ~ z..... ~.~ . - 1""""4 l'- l'-..... t"4 ~ ~~~ 0 ,., '\ z..... ...... ~ ..... ......... 0)"'II.:f4Q) +> Q) to..c= I:!j ~ ~;;~ t -1""""4 0 -< I:!j 0 ~ t ~r:r..~ ~ ~Q)J-cl'-@ ~ ~ J-cO~~ J-c -..oJ <:0 ..... E-4 lZl rod' oS . . ..c:t Q) I "t:1 .-...J ..... <:0 OJ rn ~~lt..c= ~ rz.. d ___ () ::s ..... ...... ~ +> oJ-c~Oj () ...... ~ to s... ::s C"'.) lZl _,.Q J-c .-...J lZl . C,) ~ r 1 LEGEND . ~ PROPOSED JUNCTION BOX PROPOSED STREET LIGHT CONDUIT; INSTALL IN IRRIGA TlON TRENCH WHERE POSSIBLE: 30. COVER t-4 ..... t>- . .... U 1 DATE 1 AUG. 2010 x SCALE DRA WN BY DESIGNER 1"= 30' MLD DG GRAPHIC SCALE 30 0 15 30 · - -~ I I -- ( IN FEET ) 60 1 CHECKED BY PROJECT NUMBER SHEET NO. SL1 tf 09-077 OF SHEET(S) Date Received: A f U 2010 14 of 1"7 pOJ(5 Original Submlttll ~.,~"""'''''',.'~ ~. ~ ~: ~ l \ \ d ~-$ ,l ~ 1 d - 0: i':<..) 0 ~<:( CU 1 ", x(:,? X(:,? . "~, -="""'-~--<. X(:,? , x (:, c;> X(:,? ~ x(:,? "'X(:,? x(:,? ._.....__.~~ X(:,? x(:,?' x} ___x~__:"_~~:":___-!t? ..x<:? 1 (:,4. X(:,' )l~? X<:>?' X(:,? .... ,,<:), x(:,? X(:,~ "- "~. "- ..;\)' <,~)~ < ~ ~'\ ",'.~~~' 0X"~ , X X'\.' ' X..... "Cl\..~ : ,..:~ _}ro'~", -~ ~~~. X(:,: ",i~li, ~,.'" ....:-(:, ($? x~9 ':(:,? x(:,9 ..t5' x<:>? Xf::>? Xf::>? .~97 'Xf::>? 'X~? x(:,9 (:, )(<:>' x <:>9 II I' i" I I I LEGEND ......---- 5 ........ 5 FOOTCANDLE ISOLINE ~ 1---... ..,.-- O~5~ .........-- 0.2 --. ___ 0.1 __ -- u--- ~ + -, ! ; 1 I I f I I FOOTCANDLE ISOLlNE 05 FOOTCANDLE ISOLINE 0.2 FOOTCANDLE ISOLINE 0.1 FOOTCANDLE ISOLlNE PROPOSED LIGHT WITH 6' ARM MOUNT PROPOSED JUNCTION BOX PROPOSED STREET LIGHT CONDUIT. INSTALL IN IRRIGA TlON TRENCH ' WHERE POS~BL5 30' COVER GRAPHIC SCALE 30 0 15 30 ._~ I 1 ( IN FEET ) -;.:. m z o t= -0.. = vf ~ Zo O~ - a -(/) >~~ -UJ - a:::!!! > l.aJ ~ w - t- <: a - J: (J Cl::: :::> o::::t:~ Lu(J. :2:. I---. -<( 0 - ~~-J<.:) ~~::!~ QUO o...~O:: 5:CO~ .. ,^ ~Q v 'la.J~--J ..0:::0 <l&J ~~Vi8G: ~ I-~. ~ t;~t-lC)3: ~I.. V)~O:: O~:<(OQ. g: <-. Laj ~ (f) . V) U ........... ::: laJ ~ 20 1-........ ~O U:J: t]Q CJ . S tW Q 0 d ~ O)~ .~ ~ cobD Q.l ~d l> ...... O'C M ~ ~ I Q.l r.n ~ l"-~~ .- . ,...... l"- l"-..... d ~ ~..-.tW Q.) l'-......~ 0 0)~Q.l :0 Q.) ~"d .5 ~ -0 ~~~ M . ,...... o ~ 0 ~ +> tl.O ~ M ~ en ~ Q.lQ) ,t::l d Q)Mr--<i> ~ bO~ ~ ~ M r.n .. (0 ..... E--4 ~ rooE] + ..d~I't:1 <:.> +>..... <0 ~ en ~ ~to~..d Q) M cO r:.d.!::..O E ..... ...... d ~ OM~~ 0 CO ...... ~l:D M ~ M rJ) _,t::l b ~ r.n . ...... . .... l> . .... u DATE 1 AUG. 2010 SCALE 1"= 30' DRA WN MLD BY , 60 Original Submittal. 16 of 17 fXtqes CI1 ....... ~ o 8: ~ 'llIl( ).... (.) ~ <:) ~ - C5 <'\J N=5 fQ ~ ~ ~ ~, ~ US '~-~--~~~------~~---~-- - '. '" ..,~ ---------~-----~ -~----, '" ~ -"'-"'-"'-'" .,.,~" . : " .., - ) ~OHWI- \.,,-,,-,._~., --i.OHwr' kJ-;::' , . "" , ", 11 VID 480 .',~: '~ ~'," 1 VIPT r:. . .. - . i. 1 TPH ~\ Y lU Z ...J :t (2 .( :r / \ \ 480-------- - '480 - . ~ '- . -~~============~===~============~====~====~===~=======;====:=======:=~======~====================:====:======---~-~~ -~-=~~~-~~~~ ~ ~~'.'. ." ~'~'" ~J ",--"" ------~-,-~-- "" ~ - -----1\- . /-:-, - - . -0 . -: -'. -~. G),'lf .....s;. . ~-:r&'7/.- . \. '..... ..,,1 : '-y. . . . ..... .,~::. EXISTING I'~~E :'.1 RI$.'.o >. · ." · ',;, " 9 :' ;" .": ':-- TO REfvfAIN .... TYP'''>:-l',--'' , , , '" '-'::;:- , ~ '.. ' Q') >" \.... . (.,) ~ '--\' " 'I :,,~ ~~ \ .~A':\\. = I .' " '~:-1 MO \11 MA\ ~ BENe 200a C C C C C C CTtfl=tR/\Itt' G,~RDEN I' S SPD ' . 2 'SENe, !liIlL',.'. " . '.,,:.:.' ,,~..: : ,;' . ;lil ,..~'" . ::::i I . - ~-:::: .. L ./,. t, . ~ I. ~ . -~= , I~i . . . , . ~"I . /.:.... I I~ If..' L - - - - ~ J+ -4-:- I I I,,':", f1r:(1::'::1!f::'$:l:t::tJ ~1 .... · I.. ,:: :1', . -..- 'J.: - :: .L -480 -~. ~-48 0- _____ ----- ~ lU Z ...J :t: ~ <( :r C. ,- ..., ~ ./ *:~ mmliEE'ml.,=Wtr' . . ~'. . G~LAW=) -T <;=1 , .' , ----- ': ~ . ~ . .,". . ~ >. ~ , b ,.'.-r ;/; " ;/; . , . IT; ,"'I~i ~ ~ ~ ~ ~ ~ 125 \6i . ~~6 1 J. ' ~ ' . '"'. - ~, , ~--~ -' . '.N J :5 tIEs4:>\' ) ,6 _____~~~~~~~----:-~~rrr.-~ml _~rl""','" ~tw~5~" ~'~~':'l(:~~t,~/~,~) ~.,;"...c.., \\ ~1 svrr -(,Lf~ - :2 EUA I:tr~: S OS ~ . b S HESO ',,~t--, ~! ~~.t-~, ,. : I ---I- - . ~b ~~, _~'''t.: J I. b. #~, ~' #b_, '~_, +4- '-~Jl I,b' .1 II - - PLANTINGS IN THIS AREA TO BE R.EMOYED AS PART OF PHASE" DEVELOPMENT . . / 1 QR 480 '" " / elESN SVIPT 2MO 2VIT 4EUA /~Ij / . S AORq '~J~/ elESN . . SlEUA I '~ 2/T10 / / 41PHG I 11HESO. <;=1 ~\ SOT <;=1 ~ SVID / 1 ZS 1VID oVID 1 EUA 1 VIT 2 FF?LA E; SPD . 1 SI<. 9EUA 1 TPH 12 MAR 18CQ THIS RAIN GARDEN 1 VIPT SPLO 1 ZS eVID :3 HESO 1 SK SOS t> , 1 RI;; sobs 2 Sr:NO 1 RIS SOOS 2jSENC I S SENe 1100S 2 FRLA 26 NADL .oVID 2ZS SVID , /l :' /j" <;=1 <;=1 ~ 6Q6 SCT r'" '. - VISION OLEAR ,"/'" ", .;( . ',' ~. ZONE -1YP. .'. ,:",." b "\ 1 WE 'f "l i~':\~: S VIPT , ,~, 11 HESO , . : 8. ~~ 1 AC.RO :I, . 6VIT o RHAI<. 6RHG 8PS..M 15K ~ SMA. 14 POM '\ 10 RHAK 2,QR SRHG . 1 Me .6 VIT .2 TJO 2 TIC 1 MO seD / /~ / PL.ANT SCHeC'UL.e KEY I QTY.I BOTANI~AL NAME TREES I Ae.RO 4 Is~ 6 6ENe. 12 e.OE 2 e.D Is FRLA /1 GR 14 ISK 14 I TIe. /14 TPH /11 ZS 15 / / / c :X15TING NON-IRRIGATED LAi"'lN TO REMAI: 8 SHRUBS / / / e.T e.os ESN EllA MA MC 06 PIFF PLO PHG RHAk RHG RIS SPD VID VIT VIPT / / / PL.ANTIN<5r L.ec;,eND COMMON NAME I MIN. SIZE/ COMMENTS L~N SHADE TREE ~ GROUNI:JCOYER (RUC) Acer rubrum 'October Glonl' 6etula jacquemontll 6etula nl~ra 'e.ully' C,ornus 'Eddie's ~ite Y'londer' I e.alocedrus deccurens I Fraxinus latifolia I Guerc.us rubra I Stewartia koreana I Tllia cordata I Thuja plicata 'Ho~an' I zelkova serrata Oc.tober Glory Maple Jac.kmontl 61rch . Herita~e 6irc.h I Y'lh ite Y'lona'er Do~wood i Incense e.edar I Ore~on Ash I Red Oak I Korean Stewartla l Little Leaf Linden I Ho~an Red e.edar 1 Japanese zelkova 2" cal. 2" cal. 12" cal. 12" cal. /10' ht. 12" cal. 1:2" cal. 12" cal. 12" cal. Ie' ht. 12" cal. Matchln~, limbed up to approx; 6 ft, Matchin~, full, 646 multi-stem, full, 646 sin~le stem, 646, matchln~, full Matchin~, full Matchln~, full, 646 Matchin~, limbed up to approx. 6 ft. sin~le stem, 646, matchin~, full Matchin~, limbed up to approx. 6 ft. I Matchin~, full, 646 I Matchln~, limbed up to approx. 6 ft. ORNAMENf AL I KEE ~, G.ROUNDCOVER (MAR) SEEDED S~LE BOlTOM (SEE NOTES) CONIFEROUS I KEE EXISTING DECIDUOUS TREE . GROUNDCOVER (GAO) 10 SO S6 S6 S1 111 . 126 /12 12e 120 124 11 4 111 115 IS4 /14 e.hoisya ternata C,ornus sericea Escallonia 'Newport Dwarf' Euonymus alata 'c.ompac.ta' Mahonia auqulfollum I Myrica callfornica 10smanthus x burkwoodJl I Pleris .Forest Flame' I Prunu$ laurocerasus 'otto Luyken' Photinia ~Iabra Rhododendron 'Anah Krusc.he' Rhododendron 'Gomer Y'laterer' Rlbes san~uineum I Spiraea dou~lasii I Viburnum davidll I Viburnum tinus 'Sprin~ 60uquet' I Viburnum pllc.atum tomentosum I Mexlc.an Oran~e Red-Osier Dogwood Newport Dwarf Escallonia 6urnin~ 6ush Ore~on Grape I Pacific Y'lax Myrtle 16urkwood Osmanthus I Forest Flame Pleris lotto Luyken En~Jlsh Laurel Ja anese Photinla Anah Krusche Rhododendron Gomer I^Iaterer Rhododendron Red flowerin~ e.urrent 1 Y'lestern spiraea I David Viburnum i Sprln~ 60uquet Viburnum I Double File Viburnum NOTes I s ~al. 5 ~al. S gal. 5 ~al 1 S ~al. 15 ~al. 15 ~al. 15 ~al. 15 ~al. 5, al. 5 ~al. 5 al. 5 ~al. I S ~al. I S ~al. Is ~al I S ~al. matching, full, staked matchin~, full matchin~, full matchin~, full I matchin~, full I matchin~, full 1 matchln~, full I matchln~, full I match in~. full I matchin~, full I matc.hln~, full I matchin~, full I matchin~, full I matchin~, full I matching, full I matchln~, full I matchln~, full ~Jrr T~;~~~~ o r:'8 ~ EXISTING CONIFEROUS TREE SHRUBS . ~ ... . ... . ~ -4 BULBS OR PERENNIALS GROUNDCOYERS, GRASSES, BULBS AND PERENNIALS All CAO e.G HESO IJllE I MAR INADL IpOM I RUe. '" '" "" / 24" o.c. Arctostaphylos uva-ursi 24" o.c, e.arex obnupta <:1e e.amassla quamash 65 Hemorac.allis 'Stella D' Oro' le" o.c. Juncus effusus 26+ 1 Mahonia repens 5e I Nandinadomestica 'LEmion Hill'. SO I Pol4stlchum munltum 24" O.c.. I Rub'us calycinoides 1. SEE SHEET LA-1 FOFt DETAILS; SOIL FFtEPAFlATION AND IFtFtIGATfON SYSTEM DESCFtIPTION. 2. SEE ENGINEEFt'S D~INGS FOFt SITE GFlADING INFOFtMA TION AND STOFtMYiA TEFt FACILITY SECTIONS, 9. SEED MIXTlJFtE AT SYiALE BUIIOMS TO BE 'NATIVE V'tETLANDS MIX' BY SUNMAFtK SEEDs, 1-888-214-1999. SEEDING FlATE TO BE 1.9 POUNDS PEFt 100 SF. ,I matchln~, full matc.hln~, full lar~e matching, full I matchin~, full I full, 24" o.c. I matchln~, full I matchln~, full Imatchln~, full Kinniklnnlck Slough Sed~e Ie.amas 1 Stella D' Oro Dayllly I Soft Rush I e.reepln~ Mahonla I Lemon Hill Nandlna I SWord Fern .-l e.reepin~ RaSberry 1 ~al. 6.R. plu~s Ibulb 11 ~al. 16.R. plugs /1 ~al. f 1 ~al. 11' ~al /1 ~al. _A \ JSCA ::>-= :> _A \ - ~o Datemd: AucWl~IMo -. o 5 10 20 SCALE: 1'=20'-0' 40 unglnal ~ut)mlttaj . . Iii> OF /1 pa1t'.5 ~G\STEl?~ ~V 279 ~,() .~~ ~ David J. Dougherty &-4 ~' U ~. OREGON 1$ ill ~ GtPE ~~'V~T j .~ ~& ....-1 ~i : ax ~ ~ Nl S &l ~ % lf~~ ~i~ cn~1.t') ~s~ fi~Q. ==O~ ~ ! &I) ~ IV M ~ 8' ~ W I ~ J:W u:::> ~z J:wz ()~o I-....J<D Cf)<(w - a:: too <( ffi ~ aJ~9 w~w QoiI .. Cf) () (.!) 0: Z wf-LO- zCf)~a:: :::> <( 0 CL ~W~Cf) z o C!l w :ea: U~ a:C ::>m :eM; O~ a:1-fJ; JJCJ) !zi=~ Wa..., O<(~ c..(]J :cW~ (/)O~ ~(j)~ ~I-~ ~CJ)() #L1i~ .=-: () W J o a: a.. DATE: 29 SEPT. 200'1 REVISIONS: 1 AUGUST 2010 DWG NO. LA-1 DLA Inc. COPYRIGHT 2009 z 1: in -. .~~ '~ ~:~ !~;~ ~~R ......:~ ~,~~ ~:a ~'~ '2>- .~ ~ J 4' ../ - 'I\. ~, SLOPE TO GRADE ~ ~ ('i 1: ~, IDla ~~ .. ,(~ lL~ Z tn I NOTE MARK THE NORTH SIDE OF THE TREE IN THE NtJR0C~Y, AND ROTATE TREE TO FACE NORTH AT THE SITE ~HEN EVER. POSSIBLE. @ TYPICAL CONIF.ER TREE PLANTING SECTION ~,~ 1-c(1- IDO:J: -z.", ~~2 I-h'~ Zij).... :)&~ D..WlL WID Wit \0;:) z GUY ~IRE GUY ~IRE -- 5T AKE5 AS SPECIFIED - EVENLY SPACED (2) EACH "1~NAMENTAL/c.oNIFER TREE (S) EACH SHADE TREE STAKe; AS SPECIFIED - EVENLY SPACED (2) STA1<E5 EACH TREE REMOVE BURLAP FROM TOP 1/S OF RQOT BALL MULCH A5 SP,ECJFIED (2" CLEAR. AT TRUNK) MULCH RING ~ITH SPADED EDGE AT SCALE: 1/211 = 1'-011 - PLANTlN6 SOIL - SUB GRADE COMPACTED Tur-:::OIL (BELO~ ROOT BALL5 ONLY) REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL o MULCH AS SF'ECIFIED (~" CLEAR AT TRUNK) PLANTING SOIL ~ITH SPECIFIED FERTILIZER AND AMENDMENTS. (0 ..- o COMPACTED Tur-:::X)IL (BELO~ ROOT BALLS QNL Y) SCARIFIED SUB-GRADE 2 x ROO I!::'ALL DIAMc I cro:;. - MIN. ~ ~ @ TYPIGALSHRUI3 PLANTING SECTION o REMOYE BURLAP FROM TOP 1/9 OF ROOT BALL ~ E ~ ('i COMPACTED TOPSOIL (BELO~ ROOT SALLS ONLY) c.uRB ON ASPHALT , f'~i" $\..of'e ".t' e~,~1oi" ~ f'~ MULCH AS SPECIFIED (2" CLEAR AT TRUNK) ",,:;.:,.., .~ .~ ....". . .:.. ...:' . , . . , ". . ...,.... .". ....".....;:../..."':.. .. . . "'-' "d. ,_ '. ~_.. ,~;~\ !'~ll~~!:~i.~ ~ ",. ..... ..~ ..,. ....... :-." PLANTING SOIL CONCRc I c ~LK OR c.uRB ~~~~~ W t-= .' Z, ~ I , SUB GRADE NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH ~HEN PLANTING. @ "KEE PLANTING AT FARKING AREAS SECTION SCALE: 1/2" = 1'-011 ADJACENT BUILDING OR EDGE OF PLANT BED \ o o o ~ N - " :3 r', [l CJ NUlt::, FINISHED GRADE, UNLESS INDIGA I J;:L.{ OTHE~IS~, IS COMPRISED OF A HORIZONTAL PLANE S" ABOVE THE HIGHEST AD.JACENT EDGE. , S" MULCH (TAr-t:K5 TO 1" AT SIDEV'W-K) o ,,0 - . o , FINISHED GRADE / ~ , , <1" ~ 0-- o SPACING "0" 3" O.C. 6" O.C. q" O.C. 12" C),G, 15" O.C. ROY'l "A" ::Z.6" 5.2" 1.e" lOA" 13.0" SPACING "0" le" O.C. 24" 0 ;C. 30" O.C. 36" 0.0. 4e" 0 .C. ROV'l "A" 15.6" 20.e" 26.0" 30.0" 41.5" ./ I ' ~. S;-. .1~S~:;r~~n11::m:::li~~r~ ~~ ,.~ \..,~ ,: ,=ill Ill;: N' J:nJl~ill ~~ AD..JACENT PAYING " PLANTING SOIL (SEE SPECIFICATIONS FOR L.lcr-tH) 0,::; " GROUNOCiOVER SPACING DIAGRAM ~. PLAN NT5 SCALE: 1/2" = 1';..Q" ~ SCALE: 1" = 1'-0" PLANT BED t:J..)GE A.T PAVEMENT SECTION " Z ~ i ~I. IDfali~ -( fa () in W lL-( Z :n (?\ \t:::JJ . GUY JlltlRE I } . STAI<ES AS SPECIFIED .. EVENLY SPACED (2) EACH ORNAMENT Al./CONlrr.:::rc:. TREE (S) EACH SHADE 1KCt: 4' -i>' SLOPE TO GRAD.: t . REMOVE BtJRLAP FROM TOP 1/9 OF R.ooT BALL . MULCH AS SPECIFIED (2"CLf:AR, AT TRUNK) MULCH fetiNG Y'il-rn SPADED EDGE AT LAY'iNS (SIZE AS 5PECIFIEo) " km~-,_.l>._' ". ,': :::.:....,::".' ~'.. :). ~:~~~::;J. -- . .. . . . ..:.. to ...... . . .0.....". . -... . . .... ...... ...... CONCRETE YiALK OR OJRB . PLANTING SOIL . SUB GRADE I . COMPACTED TOPSOIL (BELOY'i ROOT BALLS ONLY) TREE IN PLANT BED OR LAV'tN '" (PLANT SED ~OV'1N) , NOTE MARK NORTH SIDE OF 1"'REE'AT' NURSERY. ROTATE TREE TO FACE MARK NORTH ~HEN PLANTING. TYPICAL STREET 'rr<EE FLANTING SECTION SC}\LE: 1/2" = 1'-0" l..ANDeCAPE <&UIDEJ..INEe A. SOIL PREPARATION LAV'lN AREAS 1. FINISHED ELEY A TlON OF SUB-BASE TO BE 8" MINIMUM BELO~ FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. S. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SlJBGRADE. ADD 15-5-10-10 r-r.:::rc:.TlLI.a:K TO Tur-::::OIL AT A RATE OF 20 LBS. t-CK 1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8-10" MINIMUM. NOTE: NA TIYE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, CR.tJM6L Y COMPOSITION AND IS NOT COMPACI t:.J..J. SUB-BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO Pf<.EYENT COMPACTION AND FUTIJREPOOR DRAINAGE CONDITIONS. IPNATlYE.90IL CH~I t:r<19T1C9 ARE" UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORlt:L.I TO THE SITE. PLANT BEDS . . 1. FINISHeD pi FVA nON Or SUB-BASE TO BE: 18" MINIMUM BEL~ FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF Tur-::::OIL. S. PLACE 18" MINIMUM OF TOPSOIL OVER Till F1? SUSGRADE. ADD 4" OF ORGANIC MAIt:K1AL AND 15-5-10-10 FERTILI.Lt=.KTO TQ~IL. AT THE. RATE. OF 20 LaS. PER 1000 SF. ROTO- TILL. AMENDMENTS AND TOPSOIL. TO A vcr- I H OF 8" MINIMUM. 4. PROVIDE S" OF SHREDvt:V FIR BARK MULCH 0YEfit ALL PLANT.BEDS. 5. PROVIDED "SPAl./t:.J..J EDGE" TO SEPARATE LAV'tNS AND PLANT BEDS. RAIN GARDENS 1. SEE ENGINEER'S D~INGS FOR SOIL.. vcr- I H. 2. PLACE 5UBGRADE. ADD 4" OF ORGANIC MAleKlAL AND 15-5-10-10 fERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO-TILL AMENDMENTS AND Tc...Jr-::OIL TOA DEPTH OF 8" MINIMUM.. S. PROVIDE S" DEPTH OF 1-1/2" ROUND RIVER ROCK MULCH OVER ALL SY'{AI r=c,. B. PLANT MAlcKIAL 1. PROVIDE ONLY H~ THY, FULL PLANT MATERIAL AT SI-n:C, INDICATED. 2. PLANT SUBSTITUTIONS TO BE Ar-r-KOYED BY l...ANDSCAPE AAC-HITECT. S. PLANT LAYOUT TO BE Ar-r-~OVt:L.I BY LANDSCAPE ARCHITECT PRIOR. TO INSTALLATION. C. St:t:J..IlNG 1. APFL Y St:t:::.L;I AT RAI cSPEC.IFIED BY MANUFAC.11JF<.ER. 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. S. RE-5FFtI ANY AREAS AS NECESSA~YTO ACHIEYEFULL HEAL. THY TVFC!.F. D. "l"'REE PROreCTlON 1. PRulcGT ROOT ZONE OF EXISTING iFl=F<? TO REMAIK 2. c.tJT NO ROOT LARGER. THAN 2" ~ITHOUT Ar-t-ro:;.OVAL BY LAND5c.APE ARCHITECT. S. PROVIDE PRu I t:GTlYE FENC.ING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING ~~ TO REMAIN. 1fE.ve.I~A TION eys f eM DESCFi.11-' t ION 1. COMPLt::: It: IRRI6A TION DESIGN ~ILL BE SUBMII I t:::J,) FOR BUILDING r-~MIT. 2. SYSTEM ~ILL PROVIDE HEAD TO HEAD COVERAGE, S. SYSTEM ~ILL PROVIDE SEPARATE ZONES fOR 1...AViN AND SHR.tJB AREAS; 4. SYSTEM ~ILL PROYIDE SEPARATE ZONES FOR DIFFERENT SOLAR. ORIENTATIONS. 5. HEAD LAYOUT ~ILL MINIMIZE OVERr)F'RA.Y ONTO PAVED SURFACES. 6. SYSTEM ~ILL BE Or-cr<ATED AUTOMATICALLY. i. DRIP IRRIGATION ~ILL BE INSTALLED AT PLANTING AREAS TO BE REMOVED FOR FlJ11JRE PHASES OF DEVELOPMENT. FOR PLAN REVIEW ONLY - NOT FOR CONS, I HUCTION _A \)SCA=>= )= A _S A \j) \O;=S Date Received: Ay~i D 21116 J7 0 f 17 P~(~rlglnlll Submittal ~(,\STl?Ji>~~ ~y 279 "<0 · ~ r.1. .. ~. . ~ David J~~~ ~ U ~ OREGON ~ ~O ~ 4PE A.~'V~T j .~ - u!. .s~ ! ~t Cif ~ ! s &J 'S ~ en ~ Jf-~ bi~ enS\~ ~ c · io.c i~Q. 50S ~ Q)~. _ c . r:;..CUflt\ ~ ~ fa w . ~ a: w z ~ o J:. ()~ a:Z ~W O>Z <(0 I-- (!) (/)...JW - <C a:' 1-- a..~O <( w ... OJ' 0 ~-I W~W OO.U: WOC!' 1--' Z (/)LO(E <(..q-a.. Ul,~Cf) ""- o .~ :c~ 00 o:g ::>bbf :c~ O.Z a: a:1-05 wOO I- 1-- 'W z ,::) Wa..Z O<(~ o...al< -;i :i:W.... CJ)O~ a: ...... ..w. OOO~ ~I-O S:CJ)O ~~~ .=-: o w -, o a: a.. DA I t:.: 29 SEPT. 200Q REVISIONS:, DWG NO. LA-2 DLA fnc. COPYRIGHT 2009