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Home My WebLink AboutPlan, Tentative APPLICANT 5/8/2008 . ~ 4 '. 4. .<1 4 <1' j . ii. 4 4 . ~ '4" ..4. 4 '. <14, 7 . . <1' 4 4' /iY \~ \~\ . <1 .~ <1 . 4. it <7 . ~. <1.. . . '4 4 \ . . ""<7 '4 .4 <1 4 ~ ' . o > en I- ZI <( en <( Wi a.. I '\',Q.7, _ <14 ,""',, :'4' <7 " '4 ''''. 4 '4<1" 4',' 4'",' '~I".~ ' ' '<f1" . , ... ' ~ " ,~ ': <I ,.':', ' " 4', ", "'~' ' ,',' ,4 '4" 4 , ' " "", ' ' <1, ; <1 U '. 4 :. , , . . '..;j. '.' ': <1. : ' 4 <7 . '.' '.' ,4 . '. .' <1. 4 4," ' 4., ---:s:-. , :..~."..' .......f ~ '::' 4.' 4',' _.' '.'~ ,4 ''''. .:. ......~. c." ..' .. .<7.... '.....' . 4 ' , <1. ... U U . '.0" "0' '..~ ..,.~'4.."~' ..... ~4. ~~. .... .;". .. . .d . .' .'~' <1',4' :: '" 4", '<7..,. 4 . ~'.., EXISil~G' ~ONCRETE4DRiVEWA'{: ~ '.' . ' ' " '.. ~. , .,' 4, " .~ 4 .' .4 ',~ 4 , . ,,. ~: 4' : .4'. <1 :I . : <1 ,I 4 <7 <I . . 4 <7 : . .' <1 <I, .4,' ..' '<1 ." 4' : 11 '. ' . . . : .'<7 '. . ~ .:1' "'l.Jf' ,,'. '<I. <7,,;. ,'.IS . 44 ....IS. .<1',..'. 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"-'-" ..,: .. .. 13 14 PB .... .. .' . : . . ~-- PROFESSIONAL REPRESENTATIVES PROJECT COORDINATOR: LANDSCAPE ARCHITECT ARCHITECT: CIVIL ENGINEER SURVEYOR SCHIRMER + ASSOCIATES, LLC 375 W. 4TH SUITE 201 EUGENE, OR 97401 PHONE: (541) 6864540 SS&W - INC., ENGINEERS 2350 OAKMONT WAY SUITE 105 EUGENE, OR 97401 PHONE: (541) 485-8383 SS&W - INC., ENGINEERS 2350 OAKMONT WAY SUITE 105 EUGENE, OR 97401 PHONE: (541) 485-8383 SS&W - INC., ENGINEERS 2350 OAKMONT WAY SUITE 105 EUGENE, OR 97401 PHONE: (541) 485-8383 PROPOSED CUT AND Fill CUT FILL ~ N ... :! &li 8 ~ t ~ -of lO:: r 8 Vi .s = r .2 c: li: ~ !Zi ~ ~ ~ e j 9 N 100 CY 2520 CY EXISTING SOIL COMBINATION OF COMPACTED GRAVEL, SOIL, ASPHALT r"V~ -r"V~-r~ 1_;/ 1_;/ 1_;/ <I ' <7 . a .~ + lEGEND -rvv~ 1_;1- e) 0111 / / / /' /"" '" '" \ \ ,-- I I .'uuuu- J I '17 I PROPOSED BUILDING 'A' - - - I --- 2755 SF L I ~I I o (t) \ \ \ -~-- POND tl PROPOSED BUILDING 'B' 2656 SF Ii d t ~ [: \J II "'\ J / I I ~ ~ /~ . r[ PROPOSED BUILDING 'e' 2748 SF ~~=--" ,=-.::="!' =-= I '-v I ---~J. I W~ r; ~. ~ ~ .1T -=.:.... .2::;-' ~. I I 101 L___-.J ~ C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 15 17 16 26 PB PB SHEET INDEX COVER SHEET L 1 SITE SURVEY L2 SITE PLAN L3 GRADING PLAN L4 PLANTING PLAN L5 SITE UTILlTY/STORMWATER DRAINAGE PLAN C1 STORM DRAINAGE DETAILS C2 CONSTRUCTION SITE MANAGEMENT PLAN C3 CSMP DETAILS C3.1 SITE LIGHTING PLAN C4 BUILDING A - FLOOR PLAN AND ELEVATIONS A1 BUILDING B - FLOOR PLAN AND ELEVATIONS BUILDING C - FLOOR PLAN AND ELEVATIONS SPECIFICATIONS - EARTHWORK/IRRIGATION SPECIFICATIONS - IRRIGATION SPECIFICATIONS - PLANTING A1.1 A1.2 L6 L7 L8 MAP and TAX lOT NUMBER MAP # : 17-03-22-00 TAX LOT: 02708 SITE INFORMATION ZONING: CC - COMMUNITY COMMERCIAL PLAN DESIGNATION: C - COMMERCIAL PROPERTY SIZE: 0.82 ACRES or 35,796 SF TABULATION OF COVERAGE BUILDINGS IMPERVIOUS SURFACE LANDSCAPING TOTAL PROJECT AREA 8,159 SF 23% 16,054 SF 45% 11,583 SF 32% 35,796 SF 100 % EXISTING ASPHALT DRIVEWAY I I I I '--1 PARKING REQUIREMENTS BUILDING GROSS SQUARE FOOTAGE: 8,159 SF AUTOMOBILE PARKING REQUIREMENTS SDC 18.070 (4) BUSINESS AND PROFESSIONAL OFFICES REQUIRED: 1 PARKING SPACE PER 300 SF 8,159 SF /300 SF = 28 PARKING SPACES PROPOSED: 29 SPACES PROVIDED (2 ADA) BICYCLE PARKING REQUIREMENTS SDC 131.210: MEDICAL, HEALTH AND CORRECTIONAL SERVICES. PARKING REQUIREMENTS SDC 131.210: OFFICE REQUIRED: 1 PARKING SPACE PER 3000 SF 8,159 SF /3000 SF = 3 SPACES (25% SHORT TERM, 75% LONG TERM) PROPOSED: 6 LONG TERM SPACES PROVIDED FLOOD PLAIN AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN FEMA MAP NUMBER: 41039C1133 F DATED JUNE 2,1999. TIME OF TRAVEL ZONE PROJECT IS IN THE 20 YEAR TIME OF TRAVEL ZONE SOilS MALABON-URBAN LAND COMPLEX 77% SALEM-URBAN LAND COMPLEX 23% TREE PROTECTION SEE SITE PLAN, SHEET L3 FOR NOTES. . . ". . I. ~4 , , \ ..- . <1 .4. . 4 :J\ .<7.4 \. ':.: , , G) )> 'S , II -n )> ;0 3: ;0 o )> CJ 4 '<7 .. ~ ~~ ~d , . 4. 41 . '4\ 4. <7. .'. :<7 . ;: :. .", ~ .", '4 . , '4 I , , .4 4' . , , , , , , I , , I , , "': i ":; 4 ,'. 41 , , , <1.' .J!, . . '4 . <1' '4 <7, EXISTING CONIFEROUS TREE TO REMAIN PROPOSED TREE PROPOSED LIGHT , , I I , I , , , I , , # : '" / Schirmer + Associates, llC LAN D USE P l ANN lNG, SIT E DES J G N AND LANDSCAPE ARCHITECTURE \ \ 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 SCHIRMER + ASSOCIATES llC, LAND USE PLANNING, SITE DESIGN AND LANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER+ ASSOCIATES llC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHAll HOLD SCHIRMER+ ASSOCIATES llC, HARMLESS. PROJECT NAME: GAME FARM DENTAL SITE PLAN REVIEW . . . . ~ '- - \ /\ REVISIONS # Date Description \ ) SCALE 111 = 20' - 011 Ci) :~~"-~~'~~A ~I.!:~\ - : '_ --~ ~-\ ~~.,..........u~... . - .. _~ \.. ~ ~ -"'/1: ,..:...... - ) \.. ~ W~~.."" at ~~(//////i/.\ .. _~~7"03-22~~- _~,.~,: _l~(),-' ~ . WgA%~~i~~.. J:: 'i0COMMl!NITY COMMERCIAL.~ ~~~ . .. ~~S~~.~'~ ~ ~.~ ~ .' L..:""""llMlle W>>.t 1 r . i I - ':/ ' .' . ".J~/ ZONING CONTEXT MAP o 10 20 40 - PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd. Springfield, OR - f- " 1II PHASE May 9, 2008 DATE jas/mas DRAWN BY FILE NAME ces CHECKED BY , ,1 '.,;, ^>":",.;,".)::;. , NTS PROJECT AREA SHEET TIllE fg[t,-i I ;~+,u~1 ,~".. r..~f:.i" . Cover Sheet _.,:'f;Pf.~ il (f{ t~1 . McKenzi W. ;,' River i.Jlt/dfj D/I j ~ ,~ . Ct '~, elNald~fj ;. . :--.._ lk z ~~ - ~"U 81 dlSton ~It= 0,. ..) I!t""" ~ 1;' < t OY<1l.5 L ~ ;: ~ nAve ~ ~ef!.1JW .' ad Brid~~ a I ~:..' -; rl ~ ~ lb1~ I Greenval. Dr 1~!7i Ht~en BriJ~ Un.ll. 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",t .,.4 , ,\'1; ~.fl, ~"<6l ---... ---... f,~t}.. , V ~~a_~" ;1'1. ....,. ..' .' 4,4~I~N~61.f~NC~T9.~E:=.~v.:',' .4..,' ~'. ...~.. .'c{P"'f54:"4 .', <t.d.', ." :<7' ." . 4d'Qt:p..: e:'\ .....'~. .:~'Y' ~CO. 42-~.70 TC "-.. :Ll2 TC I ~ '1!>>' '. .'t>~" '.. 'bP.,6' . TC4 . ." ~:g2 '1C', '. . < ~ 1l.'S".. .' .'. " 4, .. .,.;~.17 ,T .', '.~ ~'!l . '. ~. -......" II J$.A~~ ,... .' r .' '~:r ,.4., . 4 "'. .. 4f~" ~ . " '" ,.x. 4 ~.;..- ,:' 11 .u..:-;' ,'-,"1:' <J' 4.."........' <>. .~. 4, . ';..:' . . ~ .. ___ ___ : I <.9<!'.s Ji~~~ ..'';.: E~IST~NG5' CONCRETE,WAtK ~<':. '.~~' ~ ~ ~ 0)(.. . '4.~ Y~:./"- '- /'" I " . /~f83 I 437.53 / '\ 438 ~ "" " ~~. _ - ~ '1>," /7~ /1~ /7~ /7~/ - // "0 439.:J4 .~'P'P '- ~~ _ _ _ - - - ~ ~ . If""" (t), -- --- ~ 438.58 438.47 ..-,7.,4..~8..56" 438.92 ~ - -:,.~~) ~" J ".. 'C. ,,' ',i ,.~~ ..,",_~~___" ... """ . " \ . . _ . " ',." '(. ,.~. "'II.. . ..x..""._ .-_ ."_ "'"'" ~ ' I 'j <:I f - -.,. - .. . . " )j "" ,. Yo ' / / --t...... 2:: I r . I /' ty 1b 1b~ 1 () 1,';:: \ \ / ~<)~ . "d> .~ III I- t4:. I \ / / 35" WALNUT 1 1 .1 ~ ~ / / / REMOVED I I d'i I ~ ~ 1 \ "" / 440.66 : tC\ ~n., ~ 114~~ ,;~~ \ I / < Ix ~ ~~;:, ~1 \ / / / ~ II '1 " ;:: "" , '~~ I \~..... V / "" Q)Q) I \ ~<f 1 ~CO. "" ~Q)' : \~, :: X 438.98 ~ ~ I ~ t- " ~~ ~ : ~~ :: I \ ~ II fI () I \ \ '" I I: ~ . \ \ "- I II ~ 12 \ \ '" I .... I t; "- I N ~ .1 X I 1 I ~ ,.... I W~. ~":> \ '" I ) I -q- ~ ~nf('~. I "- ( r ) .r' ~-: \\ \ " '\ \ I';:: I I ;\~ \ ~ : ~ I-I~ \ 0 ~4t., ;:: / c:o~ \ . f .' ~,o . ~ ;::'. " J q, ..". ~ro' :4!!' ' "v :.~1~1 ~ ~? \ ~ ~ro' ~~ >t ro:r;- 4' G G ~ " '\<) ro. -t~ "v .4 ;:: . <)~ ~ r\. .~ I' ~~ . '1 ~ 4.' 0 4' o .:;4 4 ~<74, .:-" EX.CURBINLET~~. . RIM = 436.27 ~. 0 FL 12" E & W = 431.87 FL 12" N & S = 431.67 ,.... ..1 ~ 0') 0') cO .cO (t)~. ....., 6 1 I 4- ~. ~ X 4 o (II) o <0 N .-.J I- ~. -J <(' S 0 w () I- I- ..... ,5' j- ~f4B a .~! cO / !/ B is. ()'~ ~ A6'. (5 ~ ~ .. . K Q)t),. ~}<:,:~~ .' o.;>fOo I~~ I v~ . 0 ~ <0 C'L~ ~ .....C'A ~ () I- \ I I 1 1 .......--- ~ x x ~ "v ,,:>CO ~ ~...... sr I . .' ,~ " "v \ 1\ " ., \ I \ ~ 0, \1 \ k,'" t ..r J~';t~\ . C'c9~A.. ( \ \ I 1 .". T "'~.... I \ \ / ~t" I ",0 (~~ \ \ I ~ 10_60:7; \-1 ~ \ ~. I \\ \\ / _---------- I~~'~t~ < \. ....t\1IP\PE. ---- ~ I ' \ ." , \i \, ~_~-24" S....7 , ' / ~~ \ '0 ,,~?': \1 ",0 II ~ -;--~:~~~\ ;\\A.~;.5.CO~r~ALK. ... ,-~'J.;~ ,::~l~'" ~ i S) )( \ \ \~. / \ I!O' \I ~ \ ~~ \ '- L _ _ / ~'A .4> l "v ~ i ~ -- o..~ X.. \. 0 \ "v \. SS~- O~"'. * _ i - -- - - _ ~ . ~tI"'~ ~OHW..........o ! ~- 15 ~ \ <)Q) - ~ - -\ _ \ X. . . H'. .......... OHW ...... ~. ~%<t;>Q) I ~~ C - -'.. ., X~ ~ ft ~ ~-w \ I '\ :~ \ x ~ \ ' .' "2' ~ ~~ ~ . Q.~.. . (9~ -q- ~ -q- \ '" ~ () . l I- .' l , '.', 0') <1, , lQcq .. ~ ~ \ _ ~~it., "v " .~~, ~ . ',.. (i) l t )> I 4' I \\ ',~ S Q ~ III v --~1.1; -~\ :~4 ~ TO REMAIN6ffil 1 0 ,~ ~~\ 'Q , is? ~ ~ -\. \ .' , 'V l~", ~. _ Q\ . :<1:' ~ ~~~ , -- l(~ ~.c:.: , , ~ ~ c, ~ \ \ 34' Q 0') :~ci ;'rr .0 , Q Z , .. 30 ' , ,~ ~ , -I <\ ' m , (f)" , Q '6!~ m I 0 ~ , (.,.).J IQ f:.' 'J. cF-'~~, M1J2 , ~,~ r ~ ~cp":> \ TO REMAIN~ .. Q 41 \ ":><) 0 '\.. [?5J ~iVI B '! \ ~ '". ~r)> ~~ 12" SITKASPRUck ,Q ~:, ' ~\ CJ ~ t ~', REMOVED ~~~t ~MAr~ jg~~., ~\" '~l, ,'.. ~ o.j< ~~ .' .~.~ M1.18 . ~. ...... , .:e ~ M1.65\ , -;: ~' . --- EX, STORM MANHOLE. , \ Q :..a .' RIM = 441.31 ~ \ ' 04'<7' FL 12" E =433.76 · ., FL 12" S = 433.71 \ \ Q , FL 12" N = 433.68i 1~d' l , ,- .....i- . lilt- ~ \ ........ TO nC;,AWI..... \ · ~ -; "~. ~ 6. I, C, "~ ~ ' :. 1 ...N \, .;"", ~. "i ., 1 ~ ~ I~ <)CO \ Q I .....":> . :E ~". \- 1 Q t\- · it,'" +' ; _! ~ " \ '...:l- .~ en 0 . ~ <7. enl . V) I. ~ .N, :aV), ' I " Q :., 34.17" ......~ ", ~ . PAVE ,Q~ xi" , . ,4 '0 ,. :<1 ,~ ,Q , 0 1"0' :. '~ tl " ~ . .,~, . . -.l' ,~ ~<). Q~ , _ - ~ '4..' , (11' ' . , ~ <0 . .4 ~'V bl x~' ~ ~~ x~ x EXISTING ASPHALT DRIVEWAY I y ~t2 Tcl It o i \ . \ ~ \ ~ \ ~ " ~~~~~ B '~.\~ 441.43 ~ l' r \~ I ~ '\ }\~~ s: ... ~\<t ~~ PAV\NG :e ~ --- J!j 44"--- ......- ~ M1.35 __..r_.1' ",..,.x.~. .",.~v --- --- ...--- .....-- --- ...--- --- .....-. --- ~~.49 ~ ~ 31" WALNUT ~ '<f!!5J REMOVED 33" WALNUT REMOVED -n )>.c:. , .c:.. ~i CO<) ~. ~ X I I I L-M1 _-.1'-\ + to \ d \ -q- -q- TO REMi M 1.73 . \ ; \~. \ . - ~ \ :e ...--- 18" PEAR ~ :;. REMOVED "-.. M1.11 "--. ~~ 20" PACIFIC Y9W ;1~ M1.17 () I- ~ ~ty x~ (t) o ~ (t) ~":> ..... o...ro' .. A '" () I- ro to ~ N ~ ~~ ~ ro. ~ ~tS . :: ~ ~ to ~ -.::t o () I- \ 1 1 \ \ \ <)<) \.. ~. ,,~ "" MO.60 EX. STORM MANHOLE. RIM = 437.36 \ \ EXISTING 4.00' PRIVATE . STORMWATER EASEMENT PER LPP NO, 2004-P1750 ~ 1 I ......... ~~o ""-. ........... ........ ~ ii\ t 3 ~ :i: ]i Vi ~ ;;; :J: ....... -1be~"'" Y ~ 00' F:.O.W. ~J? /<<~ ,,/ ~ ~. x~ ~~ ~. x~ 1 :q --- :)A~CE_2 94-=>0453 Q)C}, ~. x~ 17 -03-22 -d ~ T _ 2704 17 -03-22-d 1 T _ 2702 'St'St 7 EXISTING 7.00' PUBLIC. SANITARY SEWER EASEMENT RCRD. OCTOBER 12, 1994, REEL 2001R, REC. NO. 94-72939, LCDR -2 c a:: ., !1i ~ () E .f ~ g ~ u ;;:j / ~ '\'\ ~. ~ X 52" BIG LEAF MAPLE REMOVED EXISTING 7.00' PUE PER LPP NO, 94-P0453 ~ 28" BLACK LOCUST MO.57 , \ \ " ~. PROPOSED STORM SEWER X ~ CONNECTION POINT FOR PARCEL 2 AT EXISTING PRIV. STORM MANHOLE RIM =441.07 - J ~ , ~ \ TO REMAIN ~ coo;' ~ ~<). / / i <'REMAI~ ~: \ ~":> ...... \~ \ --L- \ \ _\- \ ~ ~f}.~ X~ .c:.. ~ :e EXISTING 10.00' PUE PER LPP NO.2004-P1750 ~ \~ , - 4" ~ '4 ~ m J~ \ - ,,~ " , . '" " ,\ . Q ''; '\t' \ . ~l t. Q :" ~'..t> \...> .:...:l-,..t> ~ ~ ..~~,'~~ ~ ~ ~"" .~~-- 0;, .~.~ X bl ~ 'Y- btt>4 ~ ~ --, 'Q -1 ~- . I I , I 10" PVC PIPE ~ 1MB ? ~\ o + XI, i ~ \ · ~ b.-..... . ~, I . , \X'- - CO · ~""'''!-20' .-..-..... ~ I I I Ii> ~<9 ~ W ...J c.. <( ~ Cx> V Q)..... ~~. ~ !!1 41" MAPLE a... ~ ~ ~ ~;. rJ85' R.O.W. rF- ~~ ........... ~ .(-. ~ ~ \ ~I [8J~ ....... i> ~. x~ 35' . .......-& ~ ~,C), 48" MAPLE ~ ~ ~~ ~. ~ 32" MAPLE SITE INFORMATION ZONING: CC - COMMUNITY COMMERCIAL PLAN DESIGNATION: C - COMMERCIAL PROPERTY SIZE: 1.70 ACRES or 74,052 SF NOTES SURVEY PROVIDED BY SS&W, INC" ENGINEERS. 2350 OAKMONT WAY, SUITE 105, EUGENE, OR 97401 Phone: 541,485.8383. LEGEND +431'-47 + 4~A7TC m -6-FH wo M-fD wvD aD 1m EvD FF:-O- IFF ):( -G G w' ;:: 0..4 0:- :;E' I- I- ~<7 "~ (J). ;:: 1 f!} ,~. Z '" " .....1 ~ .. ~ . 1 "'I- ~ ,~4 ~~ <( .i.' _ ~ ....... EXISTING 7.00' PUE ~ - ~~: I en :'4" ;:: I PER LPP NO. 94-P0453 ~ (iO ,~ . (t)~. . I'. "" .t:i;. . ~ I f' ~ 1 / ~q,<P' .""~ ~ I ~ \: '. ~ I / + 438.31 X #,1' ~~~~~~~~~~f~~~ENT CURB INLc:T' . " ~ a.. ; ~ \ N r / / EX. (;;;;1'~'Sra ," . . I . . I'.. RIM = 436.74 ~~;:: .P:.. t' ro<) J ~ ~ 1'1:' ":>..... I / I FL 12" W = 432.55 ' . '1.d6.I~!:>3' r " ..... . i' r\ . , -..... I FL 12" N = 432,42 .' :(:. ~ I ,- ).flx bP I / I........ ;-.... ~ '1 / PROPOSED STORM, / / -.. -..... <( I,] SEWER CONNECTION, / \ -- 4. - , ~ ~ q ~ / POINTFOR PARCEL 1 / 39 · '~ ,-:>~II: 1 / / /1 \ \ / : ftIJ '---- 1\ ' () 0' 1 I:: \ J ~ EX CURB INLET a N I I '1 I _ _ _ _ ..... \ . '"" ;:: () 0 I r- -- I J FL 10~1~::;~:~~ ~~. 0 I, 0 1, ~ n _ _ .:::... ~ I ~ ' -..J _ _ _ _ _ _, i. _ ~ -::..=--)- -==-=-~_ FL 12"E=432.42 . ~ I- , <'! _ __...J__.L__---=--=---- EX. PRIV. STM PIPE --7~'-:: ....::::...-.--..:::. ~,-1 ---,--=. rlP- =---=t--=.--=-- -.---=-=. _ _ _ _ _ _ _.'._ o I ,.... ,,:>Q) II - - - - -- -: - - - - - - - -/- T -r .~. 1 ,. It) 'Sra,.> '90 <'! ..t'\ I ~ :~. ~. _ _ -- _ ~ _ _ - I "..f!3 . I ~ 'U... \. _i ~ 3'" .....~. r-- . " - .._, "I~ ~I<O:> \. . ./' ~ E - -~""*,() ~~ -- - - Ai#- -t - h~' T _ _ 4- 439~7 .... , ","" '" _ _ -:.!.43~OOI"_ "'='" __ iT~' 1 . '""l< -x-' .. --_.,~.. --- ~ .. .. - ,~ -...J[J {',- ~d' ,I 1'---~- I~~--~--I - =--~---fO-D~D~"~ANPIP~ . ,,( r-~ Ej<' # '\ ~ ~ ~.. 1:; 1\ \\ ~ . I II ~ I · ~l \ I """ I , 1 II ~ 1'_141' FfV'NG:..h' i /. !i \ i l <f. ~ ~ cf!. (Q" gj ('I). 1) ~ro' ('I) x ...~. . ~ ....AQ' ~ ~ 4<9' "v X> ~ "v ~ ~ ...... '..... ,\<0 ,cI'....... ~o AC)' r\ - ~t.. ~ x ",!II'" ;. ~ , Ii? $'. 72" BLACK LOCUST REMOVED '* STREET LIGHT E- GUY WIRE m CABLE TV RISER @ CLEAN OUT @ SANITARY SEWER MANHOLE @ STORM SEWER MANHOLE @) UNKNOWN MANHOLE IE CURB INLET I:J CATCH BASIN ~ GAS METER GO GAS VALVE m TELEPHONE RISER <D TELEPHONE MANHOLE JBD TELEPHONE JUNCTION BOX so AUTOMATIC SPRINKLER CONNECTION 3" DECID. 4!} DECIDUOUS TREE WITH SIZE AND TYPE (IF KNOWN) I I" fIR ~ EVERGREEN TREE WITH SIZE AND TYPE ~ (IF KNOWN) .~ GATE -x-x-x-x_ FENCE LINE 440 CONTOUR WITH ELEVATION I2"SIMI'1f'f - STORM SEWER LINE WITH PIPE SIZE "SANPlPf - SANITARY SEWER LINE WITH PIPE SIZE CURB LINE WATER LINE - OHW . OHW - OVERHEAD WIRES GAS LINE o FOUND MONUMENT SPOT ELEVATION SPOT ELEVATION ON TOP OF CURB STOP SIGN FIRE HYDRANT WATER VALVE WATER METER WATER VAULT ELECTRIC TRANSFORMER ELECTRIC METER ELECTRIC VAULT POWER POLE WITH NO LIGHT CURB SIDE STREET LIGHT WITH LPS LUMINAIRE POWER POLE WITH LPS LUMINARE Schirmer + Associates, LLC l AND USE P l ANN lNG, SITE DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schinnerassociates.com Eugene, Oregon 97401 SCHIRMER + ASSOCIATES llC, lAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PlANS. THESE PlANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN Am FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER + ASSOCIATES LLC, SITE DESIGN AND lANDSCAPE ARCHITECTURE. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARlY. THE THIRD PARlY SHAll HOLO SCHIRMER+ ASSOCIATES llC.LAND USE PLANNING, SITE DESIGN AND LANDSCAPE ARCHITECTURE, HARMLESS. PROJECT NAME: GAME FARM DENTAL SITE PLAN REVIEW REVISIONS # Date Description SCALE 11 = 2fZ)' - fZ)1 ~Ci) fZ) 1fZ) 2fZ) 4fZ) PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd. Springfield, OR PHASE May 9, 2008 DATE jas/mas DRAWN BY ALE NAME ces CHECKED BY SHEET TITlE Site Survey Existing Conditions SHEET NUMBER L2 MAY 8 2008 . . o ---1 ---1 if) W I- <{ o o if) if) <{ + 0::: w :2 0::: I o if) ex) o o N ~@ .-" o x 4' o .~. I" 0 ;= <14 I 0 ::. 0 1.0 3:' :: c 4 o ~' ...J <(' ~ 0 W t- W. 0 OC. ,() * Z o 0- () Lc' '. 0; .' ~ I/YO 1- :: :: :\- ,V\,,3:.,: ;..... . , '<7 . . ,.4 ..' " .~40..~ '0 3: ~1' <71 ' 3: 3: ..P.. lx; 3: ~ ...J ~ <( ~f 1 W 3: tu oc. ,() Z o 3: () ro 3: E--3:--'lO 3: <7 3: ........ ~ U'I '" ~ Iii m iil t ~ K'.'-I I I ~<7 .'.: '" <f1..., . 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"i I ,f::'::"J- -'- - - --=- = - - - ...:[--- ~ :....."':' e" 8M PiPE: - '=-=~ -~ - r~- '=- - -'~/ ~ - ""'lc' -,.- '" 4 - 3::_ I[J .0 10' ~ ,I _gJ -PROPOSED fRASHIRECYCLE : I I 1 I I I 1 "', ,,' . .. '''~".~ MB MB " , " " --~_. POND J . . rl f! PROPOSED BUILDING 'B' 2656 SF I ro , ~ <0 I o . . Ow >~ .....IZ <( m~ co ., :i .' o o o ~, I- L.. <( en ~\ I O-j I PROPOSED 7.00' PRIVATE SANITARY SEWER EASEMENT ''-'''--~ EXISTING 4.00' PRIVATE STORMWATER EASEMENT PER LPP NO, 2004-P1750 PROPOSED fi1' -611 - - - BUILDING 'C' 2748 SF ~ o. - -'l -. '~'_ott~ (" r ~ <!i <7 ,P I I; I I I 1 I~ I I I I 0" -----~~~~~-=- 4 I ,I I I I 41' F }l\VING 4 ' ........ ) I ...... PROPOSED 6' CHAINLlNK FENCE , , .'. ---..oIIIK <1 4 ,,0 ,,~~., ~ -..... .. '.a . A . ~a /i.J,. . . . ...<1:, ,-? ....... ...... 0' ~ 1. ~ ~ <I. 04 ~ I ,<1 . 40' 40' ..I.... ---- EXISTING ASPHALT DRIVEWAY .T----4 \ \ \ \ \ , j , ,;<-----.;< v ___X_" '. .x."." ..-..-,..., _ ~ \ , /~ \ I <1 \ \ \ \ \ \ , \ i , I Q \ \ ~. 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J i\ o i \\ 20' .....' o o . f'... <0 ...J I- MAP and TAX LOT NUMBER MAP # : 17-03-22-00 TAX LOT # : WEST HALF OF 02708 SITE INFORMATION ZONING: CC - COMMUNITY COMMERCIAL PLAN DESIGNATION: C - COMMERCIAL PROPERTY SIZE: 1.70 ACRES or 74,052 SF <q "i C" C" 1 cv: C . I' "l:"" NOTES SURVEY PROVIDED BY SS&W. INC,. ENGINEERS. 2350 OAKMONT WAY, SUITE 105. EUGENE. OR 97401 Phone: 541.485,8383, ,LEGEND + 438.47 + 438.47 TC ~ , C' C' I Ct C I I' T" 1m -<:; WO wuD ~D ETD III evO FF:-Q- iFF ):( ~ E- m @ @) @ @ IE 1::1 ~ GO ILl (t) JBD , , 1 , , , , \ , , \ \ \ , : '\ ' i ~ \ , ~ \ , \ Q ~ IQ ~..~.' W--- I \ 4'<7 \ i. ,~d \ . Q " , , . 4 , , Q 4 , , \ .'4 \ , , 1 , , , , \ \ , I I , , , \ I , , , 4 . I ...,). ~ .4 ~ <1'. 3: . 4 -0 =0 m so 3" DECID. ~ II"fIR .. o FOUND MONUMENT SPOT ELEVATION SPOT ELEVATION ON TOP OF CURB STOP SIGN FIRE HYDRANT WATER VALVE WATER METER WATER VAULT ELECTRIC TRANSFORMER ELECTRIC METER ELECTRIC VAULT POWER POLE WITH NO LIGHT CURB SIDE STREET LIGHT WITH LPS LUMINAIRE POWER POLE WITH lPS lUMINARE STREET LIGHT GUY WIRE CABLE 1V RISER CLEANOUT SANITARY SEWER MANHOLE STORM SEWER MANHOLE UNKNOWN MANHOLE CURB INLET CATCH BASIN GAS METER GAS VALVE TELEPHONE RISER TELEPHONE MANHOLE TELEPHONE JUNCTION BOX AUTOMATIC SPRINKLER CONNECTION DECIDUOUS TREE WITH SIZE AND TYPE (IF KNOWN) EVERGREEN TREE WITH SIZE AND TYPE (IF KNOWN) ~ GATE -X-X-lC_lC_ FENCE LINE ~4C CONTOUR WITH ELEVATION 12'5TMI'lI'f - STORM SEWER LINE WITH PIPE SIZE 8'5ANPll'f SANITARY SEWER LINE WITH PIPE SIZE CURB LINE -.-.-.-.-.-.- WATER LINE -....-....-....-....--- OVERHEAD WIRES -o_c_c_c_c_o_ GAS LINE o <:) (0 (0 .....I I- ()- EXISTING CONIFEROUS TREE TO REMAIN o PROPOSED TREE e. -~~~t PB /,<, ..,:"'.;:-:~ I"~' .., ~~,,1 \ . '. l; .... 'A ";::'~-' .\~ ,.\ /~:--l I ~ ~ ~.- f / L"" I' " ~ -....:.:-r Lr:..o~J L ....... ,/ ....... ,/ g ,/ ....... ,/ ....... PROPOSED LIGHT PROPOSED COVERED BICYCLE PARKING SHELTER PROPOSED PLANT BED PROPOSED LAWN OR BIOSWAlE AS SHOWN ON SITE PLAN PROPOSED WHEEL STOPS AT PARKING STALLS PROPOSED TRASH/RECYCLE PROPOSED CATCH BASIN Schirmer + Associates, LLC l AND USE P l ANN lNG, SITE DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 ~--EI -,- , lJ:jl It , ' I , , , , , I , , . . SCHIRMER + ASSOCIATES ltC, lAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PlANS. THESE PlANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN Am FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITIEN PERMISSION AND CONSENT OF SCHIRMER + ASSOCIATES ltC SITE DESIGN AND lANDSCAPE ARCHITECTURE. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHAlt HOLO SCHIRMER+ ASSOCIATES llC, lAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, HARMLESS. PROJECT NAME: GAME FARM DENTAL SITE PLAN REVIEW REVISIONS # Date Description SCALE I' = 201 - 01 rei) o 10 20 40 PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd, Springfield, OR PHASE May 9, 2008 DATE jas/mas DRAWN BY FILE NAME ces CHECKED BY SHEET TITlE Site Plan . SHEET NUMBER L3 8 . . () ---1 ---1 (f) W I- <{ () o (f) (f) <{ + a:::: w 2 a:::: J: () (f) CX) o o N ~@ .<.,.v ~ .<.,.0 ~e::, " tAB I /I/B <?>t), ! ~. I ) - ~ (oe::, ) &>. ~ .) :> I :'\I ...: 1\(::) ~ &>' q~ ~ ~ 8 C! ili t ~ ;;; :.: :i! S ii) .. .c. :i! .2 c: Q:; .. 2 ~ ci E of .. E c3 ] 9 N !'lift I \ . 4 <7 4 '4 . ^: .: " 'if["r.1i. \1" r. ~ -5i ~~, 1 . "~' . .. ,'~'.:.. ~:' ,4 "4 '~ ~IO ~, "V "V ;t \ ~'l- 1 \~ )~ tap~.4' ..43~ -:-:''T:':7:~.~.''<' ...~ X ~~fo # ~ i~ ~A~,.'~~.,j(S,;f'<I. ~t>-.~" "'lJ'l!>~ ....4...., :",,'.. :'4'..".~.: :".4"'<1 <1','4 :~;~.4<1,S:,{P~<1. '..4 . .f' ..a.. V ~ ~r~<:P~ ',<1 . 'n..CO" .', <f1" ',4 ~ .' d " "4'. ",:' : ' :.' . ~ " :~.;. " :" '~.' ~'" C!o.} . ~~ , ' '4 <1 , <1' ,4 ", . ,4-.. q. ,W {/t. ~V ".: · i.. : ~. 4: ~i' ~ ~/'.: ~." .:~:. ~ ...... ..:..,.. ~ · ~ ~~~, ~:. ~.' >,,(j ~ro~/"~~ ~ ' ' ,. \. ~, " .. . " ' ',,' ' ',' , (j}. A'.. ' <V> 1b'Y ' ~. · ..:. ~ ,4,.> ;".: ~....'. '. <'. :~.'. '..' . 4;<.~ ... . .. '. ., ~~4:~~" ~ ~ :. <1".IS' : 4" 4'.'1......".'.. =4, '" :, ~.,' 'EXISTING,~ONCRETE4DRIV.EWA'{: ~','. ...,.., ~ . ..4, .... '<1.:' 4' ". '. .... ..<14." ..4 ~4' . 4r~ ~.....--- __ 1 .,' <1 . 4 <1 4 "4 ' .. ...,. . , 4, <1. , .: . " <7 .4. 4 . ,,' .',: 11 . . . . '<1~ . '. ~V ~ : ~.~ J"'.,~ ~ ~I~NG.(/FENCE TO l'{E~.4 ;;. ~~.. ." ..... ~ ~ <C-. >{... '\;., ~ 'R- '!)" ~ .... .... ~~. q'.. · €1.~' . TC.. '1Y~92:tC ',' · < ': '~" ..' . "..,. ..." ,: '~;17 Te\ ' ' ,~: ~~"J! dJ>~\3f9.~O TC .... 0J~ ,<1 ,', "- .' , ~ .. ',.4',' 4!'. ... ~ " A' ' .,~. ~ .' .' <7 _.~' 4 .~ M. '~'r 4 _' . . " "~:. : . ~: ........ , 4 _, ~ <7 , / --=--' .' u 4 . 4 . A.'~ " <1. ' .tn ' . ".<1, 4 <1 ~bc<1 ." ~ <1 4' . . . '<7, ' . ~ . . . 4 n..'" . '''---0;;'' "<1 '<::'\. <I 4' /'---.. )~#;'4a~~' :',.,,: j'.., . ",/.'. "--'__ ,"'. ~f~~ __ --- ~ ,)( . <7' '4.' '~. ,~/ '-.. -:kJ'L:21'.::.... - 437.53 /' rVV'vt-[ ~~4?,'a ~VV"'.A ~:J1bprvv'vt-[ ~~b<-:r:. ~ ~~~..'{. . '. ~ .-/ /' ~ ~;/ - ~:/. ~;J; _~L ~ + ~~:it.-: -;-:J- +~ . <7: h'~ ~ . ~ ,. w --!O ~,... 1 1 --- I... '- ~ 'At}, ~ CV ( : >:. ~ ~ ,:- - .. ~ '.. 43.5 ..43 . .. '~, 8.56 .. - , .. ~3.9 ~ '- -: -~iY ~~ Y' -- 4 ff'" - - . I X I ' "'I,, '..- r,l " , ". . . L ,. , .. ",.x. :'iI. ..X, ~ I -~'l ,,~, '. "', '. ", . '., ,. .... . /,"':.: ... :::--, / f /-- - L"-" ---- V- o I- -H cd '.4. be ( ~3 Yo {............ ~ TC 440'.44 L ~~~:. ':1 -1/ I 440.78. 440.66 ~..,..' I ~ 4~~ ~ ~ 1\ ...... ~ BC 439.94 440.54 ~'I~I. .':: Jl! .. / f.,... . ~ ~ tt? ...... I I' l J . i ~b.- -- <.. " PROPOSED '. . ,../~ \\ "......... : ~~ ::~:~:A440'27 ",,- "~'1f-:)/~' <2.0% I "", BU~~~~N;'A' I H 440.78 '/, TC 440.54,,' )) ......~CO~ I .... ~ ~.9/;o ,. .,J 440.58. "', 0.,0., L- r.,. /t tL\ . BC. .4~0: ~~.. . Xt>-. ...... I 1 5 011 f'-::-"';;'~::~", I --, '" 80.,. ~~ I . ~ /. . ': ,.... ., . . \1 ......, I (' 70, ' 8.98 1'+ \ >1 -..../ ~~ ~ I ~f;). '<7 .' ,'.... TC 439.77 ---4vr- ' " " r....~. :1 I@]V'X :.....:: .' : .TC 440.54 'BC 439.27 ,jlf{~l~~ \ m ~il.l _ -...I ' FFE 440.80 I\,....... ! ! Iv 0 i' \ (t) (t)" . '1 \, f":" ,.-:". .,. BC 440.04 TC 439.91 ...... ~---~ ~ \ :t:-v"," I \, ;' ,:,:-",: .'.:.;: 1,5% ) IE 439.41 ~-"...: D~1. ~ .\J' 1//1'\,.. J r . . \ // ~~ -~ \,., - LV - - o I .' :.":' ,...": \ //~9.98 ~ =FS 43dlf -, --7v-- { I- :'., .'... \ // /, ~l 10 439.06 8 .' < ',; ,:" ~'. II / / ~ H 439. 9~ \ ....: ' ~ {TC 440.54 \ // .... 439.85 \ ~ ~. ~. BC 440.04\ ( I .~ ; (.: ~ :.., " K , / / \ TC 440.40 .\. // \\ (-. BC 439.90 \ PROPOSED '.. " ~..'." \ -~~~.~0-7 BU~~~~N;'B' ~~ ~ 13%, ............ " 9JC 439.90 8CO. ... ~ TC 440.49) 0 ~ ....' ..<~ Bc,~;9~:9~, :J ~ 4:b~ ><::~<.:,:,: / ............ rJ-t 43:~9:~9.8~ .~: . . ", .... '.:' I ............ --, /10 439..:.!.8 437. 59 ~ :<1 .::. ,:., 1.5 ~ ) ...... ...... W ~ 0 r:- I .. r - - , '. ' ~.. ~ ...... f,5% :jJ ~ ,~ ~ '\ -r- I-'t~.r- .._-~ - '. .:,' .' . ':,' "l::t- /, )~~ k, J,~'co "~.1 ~i; <1 . . '. . 1/'/"": ~ ~ I L . ' I 439 . 98 . ,... . TC 439.86 / '<. .It' ; \. ,,~ . I ; I 4. . ":. . .... I IE 439.36 // l /" I '...:- _..:./ r) .: 440.57 :: <. ..' , //439.80 *C 444 ~ ~ 1,1.5(l!o (.co -r -- \ '. . . ..' / / / :~6 ::~:~~,. ,- ,-.-~-::>I 0SJJ<8 %. f - . ",: ,.:'" ..... TC 440.49 // ^ ~440.31% .' _ f..:n :,1 ",~o.;~-:-:1'_~_I....... '_, 440.78 o ~ ' ..' ' ..,: jBC 439.99 / '$. Wh'2:0 %, ~.~ I: . '.1,1 tl ..1 I- ..... ..... I // &q ij//~/////~~ L.I:-'l .. ':"jo .: . // + 438.31 .... jTC 440.6310 1;; ~ + .:! "i, N, ., / / / I BC 440. 13 '- 1 ~ I:: :', : I C / ....: "\,,=' ::~'" ::~. / ~' TC 440.42 -JI[ ~. I"~~" "'~ Ll::--,.J- /44/0.30 440.30 ~ ~ . r:... A.' ~ #" ~ BC 439. 92 \. " " ~ -I ~ . . 0..' ". . ~ " . , .J ,t_'V ~.. ~1:~}~n/l! "',:,---~i;~~~~- /// '''~~~~~437'~2:~:4:::::>i'l _~_"/^"'\__'d__. ///-:1" ," ~~ ..,1 ....... ___ < - I .............. ~.// TC 440.42.............. / . \C")" ././ TC 440.25 439 t. TC 440.4:2f-J- I " " // BC 43,,9.92 ......./.............. J""\ 'B/C 439.75 1 BC 439.9:~ I I RIM 439.45....... ././ .............." \.-:::==- ~ ___. . I. ~ 1.5 % ). ~~./ (1.5 % 1.8 %) TC 439.92 ....... ....... ./ ./ / 1 25 ~ ,r- I C\I (). .:' .:.-. '.:'i- '. TC 440.4~ ////7'" .q-I -=-.. I BC)9.4~ /. -// "'........f. TC(~~.:5 ~ I- .' ! C 439.92 ./ C'!........... . TC 440.4 ~/ ./~ ~, ....... BC 439 7\ ./ N I 0 I IC 439.92 ./ ./ 0 /....... ....... . .... I, ./ TC 440.42 L- - I /" ~ ....... ....... .... .,./ ___--'" N ....... C\I .,: '. . ./ BC 439.92 / " " e<? / ....... ....... ....: . l!>OJ ./ ./ ~ ./ ....... ~ ~"'~-~'i~',,: ./ "./.. .' ' \ ~ (). ~.~. f' ./ -I- 439.07 ~~ ::~:~y ~q,~~~~ ::~:~: ~ . " . - - - i - ~ ' , ""'" -" -"-.. 'x- -, .l'"'~ ~ ,- """ . -,,- x---' t ~ ~'l- /1\ "\ t>-. tt?(o . I \ ~ l~&>~ x~ . o > ....J 1m l- I " ~I <( en <( Wi a.. I \ II \ , I \ I I ~ : f~ \ \ \ \ r-- C\I ....: (t) ."l:f' 0) "'tt ....: I~ .1- (of)., ~. x~ \- I I I \ \ \ \ 440.78 \ "" '" \ TC 437.04 VERIFY . ..... #>... I TC 437.24 MATCH GRD. \ ~ oc:t \ \ ....-'--"~ ,......... \ \ \ \ + I 1 ~ --.. .. crJX' -<.: ~ !O. ~ ........ "''''0 -........ " I \ \ ,) /'" ., -....-,c .<.,.0 ~" ~" ~. ).~~ \ d:> ~~ xtt?j / _ ~t2 TC "'\ -- I"" I '1 ',~..- v ,....--- ~ \' ~+ 441.11 ""-. '" + 440.60 ~ .--- \ &) \ PJO} ~ \ \ .<.,.0 e::,Oj PJ'~Oj .~CO. Ii v-.n \ 0) (t) "l:f' /~' PA~ -9;) ......1.. / . 4<1 I ~ tf~~ ~. o~'tfi.:- OHW * ~ <7~ ~( ~ ~~ ~..' J,.x-~e::,. L-. I ' J:'~' ~ , <1 4- ~ I \ G> .... ~f;). " <7 \ \ ~~. ^ I _ ~i'2 TCI EXISTING ASPHALT DRIVEWAY .......... ~ ~ .--- ~ .......- v ------.;< __ " ,..- - ~ ~ ..Jo. /' , -' I I I coe::, I ~e::, . x - 441 "\"\ ~. ~ x rt' ~. x~ \ \ ./ ~~ x~e::, . ../" -- ~ ~ Jj 4A '\ ----- ./ /'" 441.35 ~ v .. .x..I..",___"-'-~ ~ __ ~...J -~~ 441.73 -- ' ~ -- . G> 441.49 r "1-" , '\ \ ~G> ro ~ \. <5 _. ~. G> ~ . + MAP and TAX LOT NUMBER MAP #: 17.03-22-00 TAX LOT: 02708 Schirmer + Associates, llC l AND USE P l ANN I N G. SITE DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 SITE INFORMATION ZONING: CC - COMMUNITY COMMERCIAL PLAN DESIGNATION: C - COMMERCIAL PROPERTY SIZE: 0.82 ACRES or 35,796 SF NOTES SCHIRMER + ASSOCIATES llC1LAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE. EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PLANS. THESE PlANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN Am FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT fiRST OBTAINING THE WRITIEN PERMISSION AND CONSENT Of SCHIRMER + ASSOCIATES llC, SITE DESIGN AND lANDSCAPE ARCHITECTURE. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PlANS BY A THIRD PARlY. THE THIRD PARlY SHAll HOLD SCHIRMER+ ASSOCIATES LLC.LAND USE PLANNING SITE DESIGN AND LANDSCAPE ARCHITECTURE, HARMLESS: SURVEY PROVIDED BY SS&W, INC" ENGINEERS. 2350 OAKMONT WAY, SUTIE 105, EUGENE OR 97401 PHONE: 541-485-8383 LEGEND 4 ,,,,4 r~ 1~4 <7" ", . , .. ,- _..: " to G> ~ " t ,\ ~ . \: ~ ~i (0 G>O). (--\ + lO \ ~ \ "l:f' "l:f' + + 441.17 441.73 CO~ ~. ~ x \ 441.72 + \ \ \ \+ 44~\ \ \ \ \ \ x e::,CO \ ~". \ \ ? + + 441.18 + 440.57 ~ ~. x~ coo., ~e::,. / / / < \ ~l!> ~. \~ \ \ _\- \ rTC99.40 . G> r BC 98.90 , , Q x '\ 438 - - Q .. "'440~~~?J'" -441 ~ I G> , 4 :' 4J G> ~ ":'.' ~.~ -"'4 . G> ~, . ~. , ~. 'Q ~"". " , , , , ~ 4 " G> #.~ ~. ~ . ,~~ .~ ,.. ~ 4 ) . Q I'J 14 . G> , , Q + WL 438.00 Q >-.-~. 7r - I;S: Q~ ,.. ~ , ....... N Q . , Q[ , ,G> \ G> x , - IQ .. Q .. . , G , \ PROJECT NAME: EXISTING CONIFEROUS TREE TO REMAIN GAME FARM DENTAL SITE PLAN REVIEW TOP OF CURB BOTTOM OF CURB EXISTING CONTOUR PROPOSED CONTOURS CATCH BASIN BREAK IN GRADE DIRECTION OF DRAINAGE ADJACENT SURFACES FLUSH WATER LEVEL REVISIONS STR!P DRAIN WITH ROCK OUTFALL # Date pescription SCALE l' = 20' 0' (i) -" o 10 20 40 PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd. Springfield, OR PHASE May 9, 2008 DATE jas/mas DRAWN BY ALE NAME ces CHECKED BY SHEET TIllE Grading Plan . SHEEr NUMBER o .-J .-J L4 8 (j) w .- <( o o (j) (j) <( + 0::: w ::2 0::: I o (j) . ,~ . <X) o o C'-l C0 '/ \ 4 ,', ~ ~ l.li ~ t ~ ~ r s in .. JC ;; r .e c a: .. !1i ~ o ~ . o > ..J m ,44 <7 ' I- tttt::.. <(I en <( Wi ',:: r <11 , "'.'1 , . 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'////... :- :" /./;/././ . }(// "///' /.//. , ". . ". . ~<,.//~,/ -"::/.~~/././. / .4 , ..:.:. ~///./// ~//Ye/.//./' <1 , '" // ;/./'/h x./j//~/./././: ., \' ." . ~f//f~"'", 't/././f.x · 1 ',', ~~'>z/~'/<:2:' ' '... " '//.// ' \ , . . ", .//./.;.; ) ,4 ' .... . ". ~'/./;/ CD , " .... ,", ~f/./ 4t :. ~'" -///0 , ;: ": :' .,:' :'{ff} / , //'/'// ' , .... .: ~ ...... ..:: .". .' ~ 4 : '. '.' 1///, . .. . '.,:' -//.// , ::....'.: ,. ~{~ \ CO - .... .' . , ;//./ '/ ,'r)t,~ ~: ,~:::,~'.I / m , . .' -' . .:' . ~ , , . , .... ~;/././ '\ 0 4, .. . : _///./ ..- , . ..' /././' , '. :. '. .' ///; :' ~:':lt:';:;,~:.>1 /~ .', ..' ,'. . '.:: 'f/?:-, N . .:. ..., . //f; ',..- :... .' :" }//. , . ,'. ::." .:: 'lfff;}}. ~~?*)~ . ~ \ '. '., :';/&{~/'Wf?/a- ~I _/__,/;/ o (\') II J PROPOSED - BUILDING 'A' 2755 SF - .. , ~ POND _______I ~ PROPOSED BUILDING 'B' 2656 SF " Iii -I~ Ii f\ V ~ , ~ i . ~ I. II Ii I -- - _L....j " "PB /... ~,: '\ I I ,:, ft)., ~ 1 ""-) ~ : : It.' ": -- - I. ':~ J ' I .. "...:-. ,_..:./ .m \ r : '-J' -' i I ~I ----- r ..~__~-, lJ '~ , < I .: LLi. -----. I. r - (.':r.rJ I I I. .-:..:..: ..f ,,' LlL-,J !~. '.1 f:".! PB -ff~ !:':-!IJ~,.::' r!- I .' r. ',j I! \ ~ l<n'~ ~\:::- '\,J ~:. ,,/ 0 r-" ~'--=='=\==:..r "--'--= ,..-,.."...., \.. ~ 1 i I _. ,~ L ~l 1 re ~ PROPOSED BUILDING 'e' 2748 SF 1 / / / /- ~ ///~rg / // ~ --,-('. :,~ --- ( ~ ~.~ - ~ '. ,. ~>;; ;;r.- ~ .- ~ ~ \. f/{ ~ .... '/Y/) ~(;J! , ~//; . . '. //./, J Z ~//. .' /;/./ .' '.: f{~ ~, - 0_ ~ C C C C ~fj} C C C C C ~ . .,,~ m/+-' " . ~~ -:%//~ '% /. .,: ...., ~~ 13 14 15 16 17 ~ffftffffff} 18 19 20 21 ~.{fi'j 22 23 24 25 26 ~z ... . ." . ~;/./; . . I' }/.~{f/~ff/j~ C:l I , ~/.~; ~) I. . :(f.?: l 'I '.., /.// .,.//.u//.,/,/{, '{//'; ';/./.~ : :"':' ~ftlfifgftf.gff{g?ff$f.gfffftffff!$fff!(f.jff.fff1Jj.Wff{!f.f.ffJ.iJ~f}ff.f.tfitjjff!d1.f'jfrfJ.ifffifJiWJ%fifIfi{.?/A ,,a ~-'----~':0_=""--"~~~ '" ~'_"--:;'::::::'--J .~._,'-~.~._~ "-/ .. .4 .. ~ ....~ I "~,1 ';(I . <1 . , <7 ' 4, :a NOTES: PROPOSED DECIDUOUS TREE SPRINGFIELD CODE SECTION 4.4-105(E): AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA SHALL BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: EXISTING CONIFEROUS TREE TO REMAIN 1. AS A MINIMUM, TWO TREES NOT LESS THEN 6 FEET IN HEIGHT THAT ARE AT LEAST 2 INCHES IN CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND 2. 10 SHRUBS, 5 GALLONS OR LARGER. LANDSCAPING TO MEET REQUIREMENTS OF SPRINGFIELD CODE SECTION 4.4-105(E) LANDSCAPING STANDARDS (SEE NOTES), 3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR TREES OR SHRUBBERY, UNLESS REQUIRED FOR SCREENING WHEN THERE ARE ADEQUATE PROVISIONS FOR ONGOING MAINTENANCE. SPRINGFIELD CODE SECTION 4.4-105(F): PARKING LOT PLANTING AREAS SHALL INCLUDE ONE CANOPY TREE AT lEAST 2 INCHES IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAY BE PERMITTED IN THE CITY'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST FOUR SHRUBS, 5 GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBBERY THAT ABUTS PUBLIC RIGHT-OF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOTS SHALL GENERALLY NOT EXCEED 2 1/2 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS SHALL INCLUDE": LANDSCAPING TO MEET REQUIREMENTS OF SPRINGFIELD CODE SECTION 4.4..105(F) LANDSCAPING STANDARDS (SEE NOTES). 1. PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE ZONING DISTRICT; AND 2. FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING Sa: I bACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET. PROPOSED LAWN OR BIOSWALE AS SHOWN ON SITE PLAN SITE REVIEW APPLICATION NOTE: SELECTION AND DESIGN OF PROPOSED PLANT MATERIAL PENDING CITY APPROVAL OF SITE LAYOUT. FULL PLANTING PLAN AND CHART WILL BE PROVIDED IN COMPLETE APPLICATION SUBMITTAL. + 1 " PLANTING NOTES: 1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 5. TREES AND SHRUBS PLANTED TOO DEEPLY WilL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. IRRIGATION SYSTEM: IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM-PRS SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. , , ~ ."', ' Schirmer + Associates, LLC l AND USE P LAN N lNG, SITE DES I G N AND LANDSCAPE ARCHITECTURE 4 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 , , 4 SCHIRMER + ASSOCIATES llC1LAND USE PLANNING. SITE DESIGN AND LANDSCAPE ARCHITECTURE. EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PlANS. THESE PlANS ARE NOT TO BE REPRODUCED. CHANGEI1,oR COPIED IN ANY FORM OR MANNER WHATSOtvER. NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER + ASSOCIATES llC, SITE DESIGN AND lANDSCAPE ARCHITECTURE. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY. THE THIRD PARTY SHAll HOLD SCHIRMER+ ASSOCIATES llC.LAND USE PLANNING. SITE DESIGN AND LANDSCAPE ARCHITECTURE, HARMLESS. PROJECT NAME: GAME FARM DENTAL SITE PLAN REVIEW 4 ,'. 43 <1.~ .~ '4 , , 4 \.. , , . Ie , REVISIONS Date .Description , , , I \ SCALE 11 = 2(2)1 - (2)1 Ci) (2) 1(2) 2 (2) 4(2) PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd. Springfield, OR PHASE May 9, 2008 DATE jas/mas DRAWN BY ALE NAME ces CHECKED BY SHEETmtE Planting Plan SHEET NUMBER L5 ,~ . () ~ ~ (/) W I- <{ () o (f) (f) <{ + Ct': w ::2 Ct': I () (f) CXJ o o N ,(0 ClJRl3 INLET RIM = 436.27 FL 12" E t l^I = 431.87 FL 12" N 4 S = 431.61 FL 4" = 43230. FL I~" = 431.<17 STORM MANHOLE RIM = 457.33 FL /5" E = 4:34.81 FL /2" S = 432."q FL /2" N = 432.Q3 I 0-' q) f I :r l/--- -01 Y I ~_J I -- :r q) I q)" ~ ~ q) .~' ../ ::{ q) --" - ::{ q) q) ::{ q) :s: q) /~~/~ ~~ > --1 rn ~\-- 0::2: ~~ ~<( ~ D- :r q) q) :r q) \~ ::{ q) q) \-. " ,q) ....... ""-. FL 0" N = 434.QI "'" FL 15. E H =434.5~ Iii I aJRB INLET, RIM = 4:36.14 FL 12" H = 432.55 FL 12" N = 432.42 CURB INLET RIM = 4%.70 FL 10. H = 432.58 FL /2" E = 432.42 SANITARY MANHOLE - RIM = 457.62 FL 8" E = 42'l.21 FL 8" N = 42Q.l2 FL 8" S = 42'l.lO :s: q) q) ........' " ::{ q) \t!) 3:~ t!)9 .~ ::{ ~ 1 ~ :! U) is) , 1 \., lJ 0- 0- 'Z ~ I : I III (5 ~Iti !.:r 31 .\ll{ - . l1k0 . ! I FL 4" -- fJt1l.,8q ~ .i.I;I, FL 4. = 457~7........... '_ ",..:jj 451,Sq , t:.. I~ SEE SR.ADIH8 . , ~I - , Pf.AN FOR DETAILS ' \ ~! ' O Fl.:.e4.0'.0 &. ".,~,.~,',~PS ~ ,~~",'.,<~" Q . \" ~ ~ '" . . '/ q ::-~~ ' !it, ;',~ II , 1;1-., . ::{ Ie, ,"' / L!lL - ~. H' -CATCH BASIN 2 :r RIM = 431.42 M/N FL 4" = 436.21 7 : ) · ~ ( , . :~~. ~I ~~,~ 'J i ~ ~ ~ · ~~a "i\ I OaIBLE CA TCN BASIN FL. ~~'= ~ ., fL 4' = 456.40 I! " \ RIM = 4~.25 MIN fL :' ~ :::~ , f _ FL 4" =4B~.02 MIN Sf '- _ Sf' _ ~, 5T M;- I ~. ~">. ,.. I , - \ -~ ~I :, ~ I. , -'IL_ 1;', I \:iT sr J~ -Sf d Sf-hi (E) RISE~\ ~~. 1\-.. 11 :t, . (fi--==~-=, ~=::::'-~':::";"=~=";",' ::'7.-==.-.:.~,' . i: ::::'7::"'~-=. ~=::::'-~::'7.~ j, J .. . ... - - - b" $j\N Pit1~ - -.,. ',,- - - l - - - - - - _T~ .' 4. ,.4.-:---_ ,,,- 0 E~vJ I I I / ,<1,', ..'~ .". :- 4.,,4, .:' ,4';" ,6'<4 . ~,-~':~ " : ~,-~:~~I'-'." .' , ::{ I ' . , , ' : FL elf W = 431.01 . I SANITARY ..-/,;,': :,FL~" S :: 431.04 / SEHER CONNECTION POINT ' '\ ""--II; , (A T SANITARY MANHOLE) I '11--', FL 0" = 4!J5.tJO I FL 15. = 455.22 :r 3: '::L -l <( s: ~ \f) W I- W (i '0 z () '0 I 7 3: 3: U) ~ :r I I- I UI x fnW", ' 3: U l. 0- ~ I :! I . i) EHO mD EVD ET~ ILl @ @ I 0 ] K x. x x -51' -$5 12- 5TH PIPE .4" SAN w w o -0 5' CONCRt: Ie HAL/( CATCH BASIN. RIM = 43634 FL 4" = 436.13 _ _ _ !"- _ ~ · _ _ _ _ ~ _-!l ,_ ~ J( ..:,.J.. ,: "...,., ",e, !,.~.,j,1 -- ~, . 'J .. '",""', '. ". . 6 .'...'sf. '." ," . ~5T.~,:-,'" - - - A ': , I 'J ~I mal'l J , FL 4" ::: 436.5a r -fL 4' = 437S8 ( ~ I ... _ , _ ._ . _ ~ ,_ _ I~..t .~:.:.~ "i' . ,'," ",,: q " '~, "'~ H . , H . -... H . J t .. , .J4,'" ~~I~,/,"'1': W )- H l, H 0:.." h"~~ .:',;.it. Clir I!:" ,-, ~ ';, ,...' "~'-''',' ' ,'" ,t\,'r:r ,y, / " ! . :. , ~SEE6RAP1H8 ~,-' ""'''''1":'::----'"'' ~ PLAN FOR DETNL5 .-r: ......', . . ',f ' ' .: . .' .. .. , Fl.: 4&1.28 1- ~,'" ." 5r l,/.., \1' J - ~ :' . ':':' jr, ,<r ' FL4":::4l!J4.6/~ " ~ ,:" f" 'f-/ ~:;::':I'.. .. rf' / '1 . 43633 ~ ,,-.1 FL 4"::: 434JM----./ ' 7:r I 91. - -' ~1 0 I :1 ~ 'I BU/LD/Ne A , I I ~ ) H_~ BUILDING B .. ---~- 9 .1 ---~ '>f-- .: -9 ...~ .1 e 9 9' (9 (9 o FL 4- = 436.67 'FL 4" ::: 435.42 . FL 4- = 435.67 FL 4- ::: 457.71 .....--- Sf BUILDING C , . 'J I "-;- ~~>' '---. 1 I :11 I I DOUBLE CATCH BASIN RIM:: 4~J!A MIN FL 4- ::436.61!J MIN ~ 2 $ (E) IS" s~r PIA: 5T :! . I .' I EXISTING BUILDING EXISTING BUILDING f I ., ,FL 4" = 438.12 5T --'!L J SITE UTILITY PLAN / STORM WATER DRA/NAeE SCALE: I" = 20'-0" LEeEND EXISTINe HATER VALVE EXISTINe HATER ME I t:R EXISTIN6 ELEC'"I t<.IC VAULT EXI5TIN6 ELEC I t<.IC IKANSFORMER EXISTIN6 I t:LEPHONE RISER EXISTIN6 SANITARY SEWER MANHOLE EXISTINe STORM SEWt:t< MANHOLE EXI5TIN6 CURB INLET EXISTINe CATCH BASIN EXISTING eA TE EXISTINe FENCE LINE EXISTINe STORM SEWER LINE WITH PIPE SIZE f5- EXISTING SANITARY SEWER LINE WITH PIPE SIZE EXISTINe CURB LINE EXISTING WAlt:R LINE EXISTING 6AS LINE ~ ~ 60 I6l ...... -x- --x- '6 e STORM MANHOLE (E) RIM :: 441.~ N&l RIM:: 440.50 FL 12" S = 486.0'1 FL 12N N :: 456.22 FL 15" H :: 435.'6 FL 8- S :: 456.01 I \ \ , \ NOTE: \ EXISTINe FIRE HYDRANT \ 41'" NORTH OF PRCh-T.:r<1Y \ CORNER ON EAST SIDE \ OF eAME FARM ROAD :~j~ \~ \J -Ci. Q.. \ ~& \:: A' · \ ~tL '\ ~ <( \b ,. ~- . -t!) ~ \ . \ It!) \ \ t!) , ~~~r \ \ Iq) \ , \ \ \ \ \ , ' ' \'~ \ \ \ \\~ \ 'q) " \ \ \ \ - q) \ , ' \ , \ \ \ \ , \ \ \ \ , \ \~' \ I ~ \ \ \ \ \\\) \ \ ~ ~ \ \ \ q) \ , \ , , \ \ Iq) \ = \ \ \ \ \ \ , \ \ \ \ \ \ \ \ NO, c: ' EX/STiNe FIRE Hl LA<ANT \ 155' 5()l)TH OF PROt-'t:I< 1Y \ CORNER ON rEST SIDE \ OF SAME FARM ROAD \ \ \ \ \ \ \ , 'q) e. 6 9 t!) ~ l CS \f) ~ ~ ~ S' U\ ~ t!) 1 'q) , ' , ~ \ I EA- \~- ~\\ ~ ~ , I \ i~ \ '\ ,q) -- \ \I) t Iq) , I q) , NOTES I. ALL EXISTINe UNDEReROUND UTILITY LOCATIONS MUST BE VJ::t<.IFIi=u BY THE CON I t<ACTOR BEfORE CONS I t<.UCT/ON CAN BEe/N. 2. ' ALL NEY-I UTILITIES MUST BE UNDERGROUND AND ARE SUBJECT TO DES/eN OF EACH UTILITY EXCEPT AS SHOHN. 3. ALL CONSIt<lJCTION SHALL CONFORM WITH ALL At-1-'L/CABLE REGUIREMENTS OF THE CURRENT IN 1 l::t<NA TIONAL BUILDINe CODE AND STATE OF OREeON PLUMBINe S~t:CIAL TY CODE, INCLUDING ALL APPLICABLE REVISIONS. 4) UTILITY LOCATIONS SHOY-lN ARE BASED UPON A COMBINA TION OF FIELD LOCATIONS AND UTILITY COMPANY RECORDS AND ARE SUBJECT TO VERIFICATION. 5. ALL UTILITY LOCATIONS MUST BE FIELD VERIFIED BY THE CONIt<ACTOR. THE ENelNEER SHALL BE CONSUL-leU Y-JHEN FIELD VERIFICATION DISCOVERS S/eNIFICANT DifFERENCES FROM THE PLANS. 6. 14 eAU6E INSULAleD TONINe Y-JIRE SHALL BE PLACl:V OVER ALL NON METALLIC PIPE. MECHANICALLY CLAMP AND SHRINK Y-IRAP THE CONNECTIONS. LOCATION TAPE SHALL BE LAID OVER ALL NONMETALLIC P/~eS CLEARLY IDENTIFY/Ne THE S~t=CIFIC UTILITY L YIN6 BENE A TH TAPE. TONINe HIRE IS TO BE ACCESSIBLE AT ALL VALVES, RISERS, MANHOLES AND SERVICE BOXES. 7. ALL PLUMBINe SHALL COMPLY Y-JITH THE FOLLOWINe ST ANDAROS: A) OREeoN PLUME3INe SPECIAL 1Y CODE AND REQUIREDMENTS OF THE THE LOCAL .JURISDICTION. B) OREeoN STATE DEPARTMENT OF ENVIRONMENTAL QUAL I 1Y. C) OREGON HEAL TH DIVIS/ON. 8. CONTRACTOR TO COORDINATE CONSTRUCTION OF NE~ ViA TER AND ELEC 11</C LINES WITH THE SPRINOrlELD UTILITY BOARD, (S.U.B.) AS NECESSARY. q. SEE EX/STINe 5/11= PLAN FOR EASMENT INFORMATION. SITE UTILITY KEY <!> EXISTINe ELECIt<ICAL S.UB. VAULT TO SERVE ALL BUILDIN6S. ~ INSTALL CONDUITS TO CARRY TELEPHONE, CABLE, AND aECI t<ICAL '<I' SERVICE WIRES IN A COMMON TRENCH. o (2) I" <P J1A1t:t< MEit;RS FOR BUIWINe A AND B. INSTALL AS REQUIRED BY S.U.B. o I" <P J1A1t:R METER FOR BUIWINe C. INSTALL AS REGlUIRED BY S.UB. ~ (2) I k4''JIIIA TER SERVICE PIPES IN COMMON I/<ENCH. ~ I Y4"J1A'It=t< St=t<VICE PIPE. o PROPOSED aEC I t<ICAL METER LoeA TtON. ~ 1 KASH ENCLOSURE SERVED BY FLOOR DRAIN. PROVIDE t-'I<.IMER 'V' VALVE AND VENT. (SEE PLUMBINe PLAN) o CONSII<IJCT (2) 6" CONS/I<IJCT I" CONS/I<IJCT It=LEPHONE LINE , NOTES l PROPOSED ELEC I t<.IC ME', t:R PROPOSED GAS ME It::R ~t<OPOSED eAS VALVE PROPOSED WA -I 1::1<. }vIE'1 i::R ILl PROPOSED CATCH BASIN ... ~t<.OPOSED SI'I t: Llet-tT POLE @ PROPOSED CLEANOUT ds PROPOSED DOWN SPOUTS --T-------T---- ~t<OPOSED I t:LEPHONE LINE ST 'M PROPOSED STORM C,CWER LINE -fSt-"-"-"_u_E>- t-'KOPOSED ELEC I t<ICAL LINE w w - PROPOSED WA I t:R LINE 9 9 PROPOSED eAS LINE !6 - - - --Sl5- ~t<OPOSED SANIT AR"( SEWt:t< D D D- PROPOSCD SEDIMEN-r FENCE , c ; ; /\.,' <> ';, PROPOSED PRIV AC Y FENCE WITH 6A I t: t-'t<OPOSED CURB LINE PROPOSED SIDEHALK PROPOSED ROOF DRAINAce PA I 't:KN MAY 8 4 (~\1 . .~~~.' 4-0 ~, : .;:> 4J C\J \ Z <" '7 ~ . - z ~ 0 .7. - 0 d..') (() , \- ,;:-. " ;~'-; f.~.~ : ~ ~' ~ ~ ;)" ~ " ~ .y ~ 'v ~ . .~ <<-~ ~ \S) \) 2::2: ----C) ~\.J --l ,.J..1 j:::: ---- ~ "t- ~C) .b= 02 ,~~ " --l~ -! (j '-J c-r ~ -1 '- .J... ., Uj Q. CJ \$) ~ u: ~ ill (f\ :z: r, ~ LL ~JJ~~~ cs~ ~;t52 :::::! " a.= ~ ~ ~ ~ \$)_ f--' rn c-r , IS) W-J K ~ illllJ ~ ~>~~ --- ~ ~ (Y \S) LL :t: en D- lD ~ r'\/ - 9 f-- '-L. Z ff) ill -<( '<( ~ -,-\J) U) ......... :<( t: J.J~ ~a.: (S >- .0 (I) z o - (I) > . I.&J 0:: . .... o "0 (\') ~ ~ l ~ ~ i ; ~ lU · ,~ :z: (; ~~ ~ ,5 ~ i .. cD .. ~ ~ \i g> ~ ~ ~ ~ \) ~ ~ ~! ~~ .~~ 8 GI m! (\') N l~ .:JI. (.) CD .s: (.) ~ :s ~ .~ ..... o "0 ~. c~ ~ e "0 tr ~ U). ~. I r- CJ. .0 o - SHEET '~~ or I of !:;; OUTLET-- _~ INVERT ELEVATION -V SEE SHEET Cl 5 2811 X 30" HEAVY DUTY FLA T BAR eRA Ie '- " '- T.O.e. ELEVATION , SEE SI1t:1:: I CI $- I ~ .~ ~ , ::: ~ ~'- " ---- W _I - '- " eREASE TRAP WITH HINeED LID OUTLET C) _I N ~ " ,If 2'-0 " SQUARE , , I. BOX FABR/CA'I cD FROM 10 6A6E MA I cR/AL 2. elBSON MODEL # eDI-IO-HB/2 t-'t:t< DIM ENS/ON AND OULET SIZE ABOVE G) STORM::::" ~~ TCH BASIN WITH DITCH INLET SIDErlALK -I ~ -II: ,I I (~, \V , , NO I t:: SEE LANDSCAt-'t= PLAN FOR VEeETA TION. VEeETA TION MUST COMPLY rllTH PORTLAND STORMHA Tel< MANAeMENT MANUAL. PLACE ROCK CHECK DAMS (3'-5" DEEP) AT /2'-0" IN 1t:t<.VALS ~ = l^lA TER SURfACE q '-6 " " /2" SANDY LOAM TOP SOIL 111--1 ' I , I I 1- 2'-0" ( , ;, , BOTTOM OF SJAlALE eAASSY SWALE SCALE: 1/2" = I' ___ I __ II I __ I _I IIII ___ I ~ I ,~ BIKE PROOF HEAVY DUTY I t<.Ar-r-IG eRA IC___ SHALL SUPPORT AASHTO H25 LOADINe FLO-6ARO PLUS FIL I t:t< INSERET WITH HleH FLOrl BYPASS "' r 4'-5- ,f r'LT i DEBRIS CONTAINMENT AREA rREPLAGEABEL ABSORBENT POUCHES S1 ~ tti \1 "\\~ , ~ ~ ('\ "\ " '- '~ eREASE TRAP , ,- 4'-1/4- , ; NOTE: FIL ,1=I<S MUST BE SERVICED MIN. (2) TIMES PER YEAR @ 61BSON STEEL BASIN MODEL NUMBER SCBfIO-42HB CA TCH BASIN NOT TO SCALE MAY 8 ~~"~\. d ~ ~ . :t; <v~~ ~ )[ou>, ~ ~ . 41 N ~ ~ -%\ ~ \"\. <: <0 0 _ '\.., o ,,(!) t.O','~' \. .... - w C\J' . '" ~ v ~ ' . ~~~o5f;~~ ~ 'Jl!Jjy ~ ~ UJ \S) ~ ZZ CS~ --JLQ ---- f\/ t- ~ '-L.. t- .. Xl (J ~ ~ --J CS\). ~ ~ oc( ujj c: U) ~ U:~~ ~~~~LC --- ". --- \D \D ~ ~ ~-J ~ ::d D ~~[ ~~ ~~ UJ \J ~tD ill ~ ~ --!~~ ~ & ~~ ~ <( ~~ill ..L~ ~ ~ ~ MJUj - :!:[: ~ >- ~ . . (f) z o .- . . (f) .> ...... . . 0:: . t) ... o -0 ('t) ~ ~ ~ t\ ~ -q-.... ~ U) ~ .: ~ 1Y. ~ ~ \11 · '~~~ l\. ~l ~ &1i . I~ -.1 e " Q ~ ~ , ~ ~ ~ ,~ & N ~~ U) ill '" ~ 1Y. · b t': \) ~ -0 ~ ~~ ~ ~ t\l c~ ~ e -0 tr ~ ('t) ~ N r-L C) ~ .0 - SHEET @~ Of2 of 5 , I ~ ~ ~ I \ \ ~ \ ~ \ '0/ / ~ ~' ~ ~ ~ ~ ~ ~ ~ I ~ \ ~ ~ \D ~ ~ I ~ i \/ fT\ \.::V \ ~-' ./ \ IL _ K'~ AVE. ) ~ i~ ~ ~ 'I \ /2) VICINITY MAP - SPR.lNerIELD, OR ~ .' NOT TO SCALE ., lR . 'D ,>J ---1, m ~\-- fi:Z ~~ ~<C\ UJ&; :t:.~ D- Ci \01 . J ':; @ EROSION CON-, ,(OL PLAN SCALE: I" = 20'-0" .../ OAKOALE AVE. \ -""\-...) ~ ~~~ ~ .~.'.~~ SITE -' HARLOH RJ;). ~ c ~ " J_ /" .. --- II PROJECT LOCATION PROJECT ADDRESs.. PHEASANT BLVD. SPRINGFIELD, OR f17477 LE6AL OEt:1VRIPTION Map: 17-03-22-00 Tax Lots: 2108 I-A TITUOE , LONGITUDE Latitude: 44.01/37 Longitude: -123.0331/ CONTACT LIST Owner 3-0 Professional Group, LLC /15 l^lest B Street SpringField, OR q-f411 Contact: DR. Larry Laurlnat, OMD (541) 146-o4Q5 Civil Enalneers .." Sscf~ Inc.-Engineers 2350 Oakmont Hay, Suite 105 Eugene, OR Q7401 Contact: Michael A Cox (541) 485-8383 . Geotechnical Enalneerina ... ~ ProFessional Service Industries, Inc. 1040-A Shelley street SpringField, OR f11417 Contact: Ray Al1pertl (541) 740-Q64Q Pro 1ect Manaaer - ~ ' Schirmer + Associates 315 ~ 4th Ave Suite 201 Eugene, OR Q740/ Contact: Michael Sanchez {54/} 686-4540 CONS', t<UCTION ACTIVITY AND ESTIMATED 2008 TIMe TABLE- TASK CLEARINGlDEMOLI1l0N EXCA V A TlON/GRADING SEWERS UTILITY CONS'IKUCllON BUILDING CONS I t<UCTlON EROSION CON I KOL: - GU II t:.R PRO Il::ellON INLET PRO I t:CTlON GRAVEL ACCESS SILT FENCE .. EROSION PRO I t:CllON: SEEDING/LANDSCAPING PAVING * SUBJECT TO CON It<ACTOR'S VERIFICATION 4BCf ST (E) 1211 5TH PIPE- -$- &11 SAN PIPE 1=/ ~ EvD ILl @ @ 101 eo eu ~ ~ TC 438.48 / Be 437.98 ~ ST ST' .- ;; ~' ./\0 0 0 0 ~ ~~~IEI:;~1{;~;] ------- e 11 E ,~~~., .; 1 2 3 4 I 8 7 J F M'A'M'J J A'S 'O'N-O X X X X X X X X X X XX x X 'X X X X X .X X X X X X X XXXXX X X X X LE6t:ND . EXISTING CONTOURS EXISTING STORMWA I i=R LINE (S/ZE AS NOTED) EXISTING STORMWATER LINE (SIZE AS NOIt:D) EX/STING DRAINAGE EX/STINe ELECTRIC TRANSFORMER EXISTING ELECIt<IC VAULT EX/STINe TELEPHONE RISER EXISTING SANITARY SEWER MANHOLE EX/STING STORM SEWER MANHOLE EXISTING CURB INLc I PROPOSt::U GAS VALVE PROPOSt:U CATCH BASIN PROPOSEDELEC I t</C Me I t:R PROPOSED GAS METER PROPOSED SIDEWALK PROPOSeD TOP OF CURB ELEVATION 4 PROPOSED BO I 10M OF CURB ELEVATION r't<OPOSED SLOPE ARROW PROPOSED STORM SEYER LINE PROPOSED PRIVACY FENCE WITH GATE BIOFIL I i=1<. BAG AT INLc I OR CA TCHBAS/N GRAVEL CONSIt<lJCTION /NTRANCE LIMIT OF CONSIt<.UCTION St:uIMENT rt:I'lCE (Dc I AIL IICB./) SIKAY-I BALE BARRIER (DETAIL 21C3.1 CONSIt<UCT GRAVEL EN'It<ANCE (DETAIL BICB.I) PLACE BIOFILTER BAG AT GATCH BASIN (DETAIL 41C3.1) CONCRETE WASH OUT STOCK PILE AREA VEHICLE WHEEL WASH AREA STABILIZE BIO-Sl^IALE WITH STRAW MULCH AI-let< EXCAVATION CONSII<lJC.TION SIKAY-I BALE BARRIER (Dr/AIL 2IG3.1) CONS1R.IlCTION 51 It: MANAeEvtE'..JT PLAN eENERAL NO",tS I. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION HITH LDAP STAFF IS REGUlRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER. PERM/Tr/Ne REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY AI""I-'KOVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CON I r<.OL MEASURES SHOHN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. OURINe THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPeRAOED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. 3. THE IMPLEMENTATION OF THE ESeP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPeRAOlNG OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACC&It:LI AND VEGETATION / LANDSCAPING IS ESTABLISHED. 4. THE I30UNDARIES OF THE CLEARINe LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLACCED IN THE FIELD BY THE ENelNEER PRIOR TO CONSTRUCTION. DURINe THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMllltv. THE FLAGGING SHALL BE MAINTAINED BY THE r't:t<MIT HOWER AND OR THE CONTRACTOR FOR THE DURA TION OF CONSTRUCTION. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECIt:D AND MAINTAINED DAILY AND HITHIN THE 24 HOURS Ar-It:R ANY STORM EVENT OF GREAIt=t< THAN os INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPEC,cv BY THE PERMIT HOLDER AND OR THE CONTRACTOR At-It:t<. EACH RAINFALL AND AT LEAST DAILY DURING PROLONeEO RAINFALL. ANY REQUIRED REPAIRS OR AD..1JSTMENTS SHALL BE MADE IMMEDIA TEL Y. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TW (2) YEEKS OR HITHIN 48 HOURS FOLLOHINe A STORM EVENT. b. ALL EROSION AND SEDIMENT coNTROL MEASURES SHALL BE PROTEClt:v FROM DAMAeE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE-VEeETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIA TEL Y. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROAOl^lA Y EMBANKMENTS, THAT HILL NOT BE DISTURBED FOR TW DAYS DURINe THE HET SEASON (OCTOBER I TO APRIL 30) OR SEVEN DA YS DURING THE DRY SEASON (MAY I TO SEPTEMBER. '(0) SHALL BE IMMEOIA TEL Y STABILIZED ~/TH AN AfJM'<OVED ESe METHOD (SEEOINe , MULCHINe HITH STRAH, BARK, COMPOST, OR PLASTIC COVERING, ETCJ. 8. STREET SHEEPINe SHALL BE PERFORMED AS NEEDED OR HHEN DIRECTED BY THE CITY INSPECTOR TO ENSURE PUBLIC RleHT-oF-l^lAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHINe IS PROHIBITED. 'f. HHEN TRUCK/Ne SA 1VRA TED SOILS FROM THE SITE, EITHER l^lA TER- TleHT TRUCKS SHALL BE USED OR LOADS SHALL BE ORAINED ON SITE UNTILORIPF/NG HAS BEEN Rt=vUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN NA TER HILL NOT BE ALLOHED TO ENTER THE STORM l^lAlrK SYSTEM 10. EXTRACTED eROUND HATER FROM EXCAVA,cv TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER HITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WAlt:t< SYS,eM, l^lA1t:t<. FEATURES, AND RELATED NATURAL RESOURCES. Ah-1<OVAL OF A DEl^lATfR/Ne SYSTEM DOES NOT 'GUARANTEE, THAT IT /AJILL MEET COMPLIANCE OR BE ACCt:~/ABLE FOR USE IN ALL SITUA TIONS. MOO/FICA TIONS TO THE D&IA TERINe SYSTEM HILL BE REGUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN HAIt:t<. BE ALLOYED TO LEAVE THE CONSTRUCTION SITE. II. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL r-lEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH A5 PAINTS, THINNERS, FUEL5 AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO l^lA TER FEATURES, THE CITY'S STORM 1M fER. SYST"EM OR RELATED NATURAL RESOURCES. 18. THE ESC FACILITIES SHALL BE INSPEC/w DAILY BE THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUEO PROt-'t:I< FUNCTIONIN€;. HRf',I:N RECORDS SHALL BE Kt=I""I OF YEEKLY REVI&IS OF THE ESe FACILITIES DURINe THE l^lET SEASON (OCTOBER I TO AH</L '(0) AND OF MONTHL Y REVIEWS OURINe THE DRY SEASON (MAY I TO SE,....'I:MBER 80). SOIL TYPES:, PER USDA SOIL SURVEY OF LANE COUNTY AREA OREGON 16 MALAI3ON-URBAN LAND COPLE>< (71%): RUNOFF IS SLOJAl, AND THE HAZARD OF WA I eR EROSION IS SLleHT. Ilq SALEM-URBAN LAND COMPLEX (23%): RUNOFF IS SLOW, AND THE HAZARD OF WATER EROSION IS SLIGHT. 8 2008 I . I' ~ \.' I I I I I . . I III 1..11 .'.. I II' 111.11......._ ..., - --" '" -II V' ~\ ~ \i ci) UJ a: Ci: x UJ \S) ~z S<0 -J~ t- S~ ~ .. U C) \j tr ~-JD"~~ ~ <( u:t~ Ci ~ZU:~~ ~JJ~~% 9D~~~ -D~5;2~ ~ ~ ~~ tu lL1\JGH:~ \J r\/ ~ \J ~ . ___ '-L. .....J ~ \f) . tl:!:~~~ C) O!: z N\ ill '<( '<C ~ \j) U); ......... ~ t: rUUJ ~~ ~ 'I >- .Q (I) z o - (I) :> L&J 0:: . .... " "0 ('I) ~ ~ ;1 ~ ~i '; ~ lU. ~ .~ Z (; 1\ 2 ~ )' ,5 ~ I'U , rD ~ .. ~i :s \i U)M .~ ~ ~ ~ ~ ~ ~ ~ c~ I~, ~ 1 ~ ill U)! ~ ('I) \Q N I 1- \J. .Q o .- SHEET ~~ OF3 of 5 lE.\4l UIllClRS rit t' FIB. PIJlt CR $'fEEL fENCE POST J. oJ, * .J, ~ J,.J, ~ J,~.J,..J, .J, J, J, J, J, I 8UR'f SDIlW (f'R.1ER J, \-fABRIC ~ Un. BB.DW ". ~'ACTwm DPlCAl PREF~RICA1ED ~"D1MENT FENCE t.AYOO'l: f1L'8 FAlRf' Fl.1I1U'1MC "'h:II.\d;1) 1Xf:HR 10 f'ORlI POS1":Il..~r FLOW ~ fUiT NOlES: 1.} INSPECT N<<J REf'AfCFENCE IFlER EACH &TQRM EVENT AND REYOVESEDNeNT YH:N N~Y. 2.) raoe SEDIMENT !ifALL BE ~, IUSllED TO AN NfEA 1HATYJIJ.. NOT CONTAIWTE'SLmNENT CFf-sllE AND CAN 13E PERMAHEN1\.Y STA51UZED. 3.) 5EDINEHT nNCE SHjW- BE pJ.ACCD 'OM SLOPE ~M 10 M~aE ~I*, Ef'flClENC'f. ~) S'nTCHS'J POa<E'fS 1'0 BE INSTAU.ED ON UPHIU. slim OF' S1..OPE. D.WlL fABRIC POST POCKET FROM THE ODEQ EROSION AND Scu/MENT CON I t<OL MANUAL. DRAJAlIN6 SC-I DIVERSION RIDGE REQUIRED WHERE CRADE EXCt.J:.uS 2ft rP; \ . "II fl m- Il . fI, ~~~ " ------ ~~~' POHDINC til. 9Jf1> II ~" ~\/ J' V - EMBED S1'tW# ME . ~~ :;,~ ~TIONA-A 28 oR GRt:ArER ~ -J (~ ,~-..;. ." ~ ~ , FllIl:J1" FA/JRIC ~ECTION _ A - A 5' - 6"- !faADWAY " \ ~/~JII 84l.S; .s.t4Ib84a.S; OR CONTINfJOlJS BERM OF EQlJ/vAl.DIr HElr:Hr S/JPPLY WATER TO WASH WHEELS 'F NECESSARY SPlLLWA Y , . ..to.. ' / 1",11:: I USE SANDBAGS. STRAW BALES OR OTHER APPRCNEf) METHODS TO CfWINEl.JZE RlJNOFF TO 8I4SIN AS' REWIRED. I · J 41 t II II V . AHCU STAKE TQlMRD PRlWJUS MLE TO PR(NlfE flGKT rn .ii II ~ ;'~J II U 1 I, ... yj 1 \1 \.. ~ ]11,0" .. \\1' l ~ l~ -A \\ ~1.uNB-8 ).. I A I A.. 12k -"IN. e (J.6m) \\ ~ f bJ .........--- , f:::3~ . ..~~ II':;=> IJlVEHSION HIOGE fI.M -50' (11in1) AlJN. rUN NOTES: 1. tHE S1'MW fW.E$ SHH.L IE PLAC€D ON SLOPE eoNTOUM. 2. IWB 10 IE PU.CED 1M A ROW MTH THE ENO$ TIGHtly A8UT11NG. 3. Kt't IN -.a 10 PREVENT EAOSlOH OR fLOW UNCER BMa. Nvl~ 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAt Wll.l P/lEIIENT' TRAC/(/NQOR FLOW/NG OF SEDIMENT ONTO PU8I.1C R!GHT-QF-WAYS. THIS AblY REO/JIRE TOP /JRESSINS. REPAIR AND/OR Cl.EAN our OF ANY MEASURES IISEO TO 1RAP SEDIMI!'N1: 2. WHEN NECESSAR~ WHEELS SIWJ.. BE c~ PRIOR TO ENTRANCE ONTO PUBUC Rlwu-OF-WAY: :J,. WHEN WASHINtJ IS REOfJIREa ff SHAll 8E DONE ON .AN AREA STA8JJJL.W WITH CRUSHED STONE THAT DlfAlNS INTf) AN APPROVED SEDNENT TRAP OR ~UENr I:1ASIN. rl<.OM THE ODEQ EROSION AND SEDIMENT CON I KOL MANUAL. DRAl^IINe SC-4 FROM THE ODEQ EROSION AND SEDIMENT CONTROL MANUAL. DRAl^IIN6 SC-IO 1/"\ SEDIMt:NT FE,CE ~' SCALE: NOT TO SCALE t2\ S.'KAI^I BALE BARRIER \& SCALE: NOT TO SCALE ffi CONS, RIJC, TION eN', t<ANCE ~ SCALE: NOT TO SCALE f'>;'~~~.~ ~_" Jill \"'A .~~~~ :=i ,{;,F I' '.~' in. ~, ,,\< ;"~ + ' . I~i: -- :~'~::~..~ I t~ ) J ~~~:;'3 PLAN \t-~~~~, \(~~k '-ri';'~ ~ - Q iC-"H I I CATCH BASIN ~ r?.... ~t~~?~ ~;,~,!!;. ;.~: !,tffi.~,.. 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CHART AREA Y-4AITINe AREA c) 1 1() >1 RECt::r' , ION AREA BUSINESS AREA I' ,/' TRAY PREP .. r----------, 5TORAeE LAB -~-:Ol I 1_-...... . I /1 6--;-J - - -, 1 ' ( ~>'C'_JV ,,-~~ :!J PANO 2'-4" 2'-7" .,~ " )"t. "/,-/" /'-6" r--------O I I I I 1 ~'= ~ 1 I i' 1 I I I 9 <D 8 CONSULT W ~~ o ~ 0' o o MECH. (~ ~(() (!) ~ o I ~ (0 (() 'p \ " , ELECTRICAL 00 ~ (0 , ., ) -~ 2'-0" -7'\ , , ,. q'- 7" (() "l ~. \ .i "\ -l .,f 5 '-q" ~ J I.... "'I I : \...._____~I ,.... 'I l..___) TR # 3 :'" '. : ! .,_____.,J r '1 TR#I ',---,' ,.... ...., , . : : ..... " , ~I,' TR#2 SEDATE TR#4 00 ' ~ l. , 17'-8" ;l. 3'-2" 3'-7" v , r , , J" 11--11--11 o a PRIVATE / OFFICE .~ \.. 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V , "' ~ 3'-4" .____ ,: 'gI' T.OS. ,':~~'.::':__:<,:.., 3'-4" T.O.S. ~ t- _I T- ::: C) , _I ,- ~ CD.. ~~ ~~;~ON ~ ~ ~ 23'-8" 'gI' T.O.R BricK. ~ -' !Q 12 I; 12 41 " , ~ Q'-8 , \:P' T.O.P. , '\ 10'-Q" ~ T.O.P. V ~ 2'-6" T.OS. CD rEST ELEVATION SCALE: ~/16H = /'-0" :/ Standing Seam Metal RooF / Brick - - ~::::::~:,:~::.. ~:<'.::.;~:.~~ .. :r,.:..... -r. , ' ~...'...'.\ ::::: : : : ' :#:,: : : :.: : :.8 ~'''T'' . . . ~ '...... , ntri ii,)j; \'1\:= . . . ~::~:.;.:.:.~ ~iX::~:,:::;'c__,.,..~ - 8'-5 3/4~ ,~.:.~..':..':~ ., ..;;,i,,'. :,..:..,:::-,...,--;~,; T.O.P. V . "f' .r_ .;'....- ~:~I~ .d I +r- ~ ---"'o--,~' , '......-.--.'-L,.L... . . . , ' . .. . . -y-r I . I . . . ~~~::::~:- ............. l"r,:', ' , ' 'f"'" . . -- I I ..U ,-' ~mTill' . . ...':....... 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(J 1- ~ ~ ~ .!- o " ~ c~ ~ e " t> ~ ~ 1"- \J .Q o - SHEET &~o~ or SECTION 02320 LANDSCAPEEARl'HWORK PART ONE - GENERAL RELATED WORK SPECIFIED ELSEWHERE A. Section 02850 Irrigation Performance B. Section 02900 Planting SITE CONDITIONS A, Locate existing underground utilities in area of work. Provide adequate means of support and protection during earthwork operations. DELIVERY STORAGE AND HANDLING A, Protection: Use all means necessary to protect materials of this Section before, during and after installation and to protect installed work and materials of all other trades. B. Replacement: In event of damage, immediately make all repairs and replacements necessary for approval by Owner's Representative. ENVIRONMENTAL I SITE CONDITIONS A, Existing Conditions: Verify existing site conditions, grades and elevations prior to grading and new construction installation. B. Weather: Excavation and fill operations must be done in dry weather minimum two days following rainy weather. C. Protection: Protect bearing surfaces from moisture until paving or concrete is placed by covering with impervious membrane, installation of minimum 6" thickness of crushed rock. NOTE: Contractor shall perform work during inclement weather at their discretion such that all warranties and intended appearances are realized at the Contractor's risk. COORDINATION Coordinate other trades affecting and affected by work of the Section. PART TWO - PRODUCTS SELECT FILL MATERIALS SAND A. Concrete sand. B. Graded in accordance with ASTM C136 with 100% passing a NO.4 sieve. C. Washed, free of fines, free of organic material and other deleterious substances. LOAM Imported, natural, fertile, friable, sandy loam with at least 10% humus; free of rock, clay, subsoil, dods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material. ROUND ROCK Clean, %" , round water-worn, evenly graded, free of organic and deleterious material. BASE ROCK Crushed rock, 3/4" minus, free of organic and deleterious material. COMMON FILL MA TERIAL Subsoil: Excavated material which may be encountered in obtaining indicated grades and iines. ACCESSORIES Filter Cloth: Fibertex, Grade 150 by Weyerhaeuser or approved. Irrigation Sleeves PVC (Polyvinyl Chloride) Type I, NSF approved as per ASTM-0-1784, 0-1785, 0-2242. Schedule 40 throughout. PART THREE - EXECUTION l: .." ... ~ EXISTING CONDITIONS A. Verify ground dimensions and elevations prior to beginning work. B. Notify Architect of discrepancies between drawings and site. C. Notify General Contractor of defects requiring correction by others. O. 00 not start work until conditions are satisfactory. E. Commencing work of this section denotes acceptance of existing conditions. F . Tolerances: Per form work true to lines and grades, and to prevent ponding of water, with maximum variation of plus or minus 0.05 feet. CLEARING A. Clear vegetation, root systems, and decayable debris from areas to be occupied by lawn and plant bed areas; minimum depth of 6". B. Clear site of trees, brush, vines and shrubs only as necessary to complete work. C. In parking islands excavated planting area 18" below grade of finish asphalt. GRUBBING Remove stumps, roots larger than 1-1/2" diameter, rocks larger than 4" in diameter to the following depths: At areas to receive lawn or plants - min. 12" below finish grade. Remove all grubbed material from site. EXCAVATION A. Excavate as required to achieve accurate subgrades, or to solid bearing whichever is deeper. B. 00 not excavate saturated materials. C. When excavation through roots is necessary, perform work by hand. Cut and treat roots following approved arboricultural practices. O. Trim excavation and leave free of loose material E. Correct over excavation under lawn and plant beds by providing additional fill material as specified. F. In parking islands excavate planting area 18" below finish grade of asphalt. 8 ~ iil t ~ ... o ij g:; l '8 in .. .<:: i .2 <: a: .. o ~ ~ E .f E j 9 N IRRIGA TION SLEEVE :all irrigation sleeves as shown on drawings. FILLING, BASE COURSE INSTALLATION, AND ROUGH GRADING A. Place and compact Common Fill Materials in continuous layers not exceeding 9" loose depth. B. Maintain optimum moisture content of till materials to attain required compaction density. C. Employ a placement method so as not to disturb or damage work. D. Make changes in grade gradual. Blend slopes into level areas. E. Refer to Placement Schedule for compacted depths. LOAM SPREADING & FINISH GRADING A. Verify that required scarification has been accomplished prior to placing loam. B. When necessary, eliminate uneven areas and low spots in subsoil. Remove debris, roots branches, stones. Remove subsoil contaminated with petroleum products. C. Place loam in relatively dry state at areas where scheduled. Place the first 6" of loam and till it into the top 6" of scarified subsoil. Spread lo~m and compact in 6" lifts. D. Fine grade loam within specified tolerances eliminating rough or low areas. Establish uniform gradients between given grade points. E. Remove debris arid foreign material while spreading. F. Manually spread loam around existing trees to prevent damage. G. Compact materials as scheduled. PLACEMENT SCHEDULE At Plant Beds: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 18" thick, compacted to 80% per ASTM D698. At Lawns: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 6" thick, compacted to 80% per ASTM D698. At Parking islands: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 18" thick, compacted to 80% per ASTM D698. CLEANING Upon completion of work of this Section promptly remove from the site all scraps, debris and surplus material. END OF SECTION IRRIGATION SECTION 02850 PART ONE - GENERAL A. Provide all labor, materials and equipment required to complete the design and installation of irrigation system as shown on Irrigation Plan. B. Protect active pipes encountered; notify pipe owners. C. Repair or replace utility lines damaged by work of this section at Contractor's expense. D. Protect persons and property against damage and discomfort caused by dirt; clean as necessary and when directed. E. Existing Plants and Trees: Protect against damage. F. Other Work: Protect other work against damage and discoloration caused by work of this section. G. Acquire all necessary permits. RELATED WORK SPECIFIED ELSEWHERE A. Section 02300 - Landscape Earthwork B. Section 02900 - Planting SITE CONDITIONS A. Verify ground dimensions and water pressure prior to construction. B. Notify General Contractor and Owner's Representative of discrepancies before beginning work. C. Irrigation sleeves to be installed by general contractor. SYSTEM DESCRIPTION Electric solenoid controlled underground sprinkler system of PVC pipe and fittings, with pop-up heads and Netafim drip line. Work includes installation of (1) controller, (1) backflow prevention device, control wires, and new shrub zones. Power supply will be provided under this contract. QUALITY ASSURANCE Contractor must be licensed under Oregon Revised Statutes and have at least two years prior experience on similar scope projects. REVIEWS A. Request the following reviews by Owner's Representative 72 hours in advance. B. Pressure Test and Installation Review 1. Upon completion of main line, with all valves installed, prior to backfilling, and at least one hour after the highest attainable static pressure has been achieved. 2. Owner's Representative will review all pipe, fittings, joints, thrust blocks, bedding, valves and other materials for installation, and watertightness. 3. Repair all leaks, and/or defects as directed. 4. After pressure test acceptance, begin backfilling and/or assembly of zones and all other system components C. System Operation Review 1. After backfilling, completion of zones and assembly of all other system components; adjust nozzles, balance and test entire system under normal operating pressure. 2. Owner's Representative will review assembly, installation, and operation of system to determine if water afforded all areas is complete, adequate, and uniform. 3. Make adjustments to system as directed. COORDINATION Coordinate with other trades affecting and affected by work of this Section. ENVIRONMENTAL CONDITIONS A. Temperature of mating surfaces of plastic pipe and fittings to be between 400 F and 1000 F. B. Do no PVC Solvent Welding in rainy weather except under cover. DELIVERY, STORAGE AND HANDLING A. Store packaged materials in manufacturer's original containers with legible labels intact. Protect against moisture. B. Store plastic pipe on firm, level support; protect against direct sunlight. C. Store plastic pipe cement in cool location. Schirmer + Associates, LLC l AND USE P l ANN lNG, SITE DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schirmerassociates.com Eugene, Oregon 97401 WARRANTY A. Warranty all material for a minimum of one year after date of substantial completion, or longer if manufacturer furnishes a longer guarantee. B. Correct immediately any failure caused by poor material or workmanship during warranty period. "Immediately" shall mean from 24 to 72 hours, as determined by the Owner's Representative, and at no cost to Owner. SCHIRMER + ASSOCIATES ltC, LAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROrtK I f RIGHTS IN THESE PlANS. THESE PlANS ARE NOT TO BE REPRODUCED CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WROTEN PERMISSION AND CONSENT OF SCHIRMER + ASSOCIATES ltC, SITE DESIGN AND LANDSCAPE ARCHITECTURE. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PlANS BY A THIRD PARTY, THE THIRD PARTY SHAlt HOLD SCHIRMER+ ASSOCIATES llC, LAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, HARMLESS. PART TWO - PRODUCTS GENERAL A. Use only new materials; of brands and types shown on Drawings or specified herein. B. Similar materials must be products of one manufacturer unless otherwise approved. PROJECT NAME: PIPE, FII liNGS AND SLEEVES A. PVC (Polyvinyl Chloride) Type I, NSF approved as per ASTM-D-1784, D-1785, D-2242, and Product Standard 21/70, 22-70. All PVC pipe to be continuously marked with the manufacturer's name, kind of pipe, material, IPS, class, or schedule. Class 200 throughout. PVC fittings to be Schedule 40, solvent-weld type. Main lines (constant pressure pipe) 4" and larger connections to be made with "0" ring fittings or gasketed fittings. Sizes 3" and smaller to be solvent- weld connection type fittings. B. Sleeves: Schedule 40 throughout. C. Swing Joint Pipe and Fittings: As detailed or; 15" minimum "Swingpipe" or "Funnypipe" with transfer barb 90 ells at both ends and a mar/ex ell below the irrigation head. D. Galvanized Pipe and Fittings: Standard weight, hot-dipped, galvanized and threaded. GAME FARM DENTAL SITE PLAN REVIEW PVC SOLVENT CEMENT A. NSF approved so/vent for Class 1245-B&C PVC, through 4". B. Conform to ASTM D-2564. Industrial Polychemical Service Co., Inc., No. 705 or 711 PVC. CLEANER AND PRIMER Industrial Polychemical Service Co., Inc., No. P-70, or type as recommended by PVC Pipe Manufacturer. BACKFLOW PREVENTION DEVICE A. Wilkins Model 950XL T, 1 1/2" or approved. Models must be approved by the State of Oregon Health Division. B. Models must be designated for operation at any elevation with respect to the system. VALVES A. Automatic/Manual Control Valves: 1. Globe type, 200 psi-rated, threaded connections, with cross type operating handle designed to receive specified operating key. 1. Rain Bird PEB-PRS-D Series or approved. 2. Size according to valve schedule on Drawing. B. Rain Bird Contro/Zone Kit XCZ. 1. Use mesh filters as per manufacturer's specifications. 2. Size according to valve schedule on Drawing. C. Shut-Off Valves: 1. Bronze construction, Globe type, 125 psi-rated, threaded connections, with cross type operating handle designed to receive specified operating key. 2. Manufacturer: Nibco or approved. 3. Size according to GPM and PSI constraints at point of valve location with velocity not to exceed 5 FPS. D. Drain Valves: 122 M ~" brass manual globe drain valve E. Line Flushing Valve: Netafim TLFV--1. F. Pressure regulating valve: Netafim PRV G. Vacuum Relief Valve: Netafim TLA VRV REVISIONS Date Description SCALE (i) SPRINKLER HEADS Makes and models shown on Drawings, manufactured by Rain Bird or approved. DRIP ZONE TECHLINE Makes and models shown on Drawings, manufactured by Netafim. PROJECT NAME Game Farm Dental PROJECT ADDRESS Pheasant Blvd. PROJECT ADDRESS Springfield, OR VALVE BOXES and COVERS A. Zone Valves: Ametek 12STD complete, each with locking lid. B. Drain Valves: Ametek 6 or 10" Round C. Double Check Valve: Carson Valve Box with Jock down lid, Model 1730-18-3PL D. Vacuum Relief Valve: Ametek 6" Round PHASE May 9, 2008 DATE jas/mas DRAWN BY ALE NAME ces CHECKED BY VALVE BOX KEY Designed to work with locking lid on specified valve box. CONTROL WIRE A. Provide according to manufacturer's wire schedule for valve specifications. 14 gauge minimum. B. Type AVG-UF, bearing U.S. approval. WIRE CONNECTIONS 3M Brand, DB~ Direct Bury Splice Kit. SHEET TITlE Specifications IRRIGATION CONTROLLER Irritrol TC-9EX-B or approved equal. SHEET NUMBER RAIN SENSOR (Moisture Sensor) Rainbird MS-100 0 --.J --.J (f) W I- -. <( 0 0 (f) (f) <( + n:::: w :2 n:::: I 0 (f) co 0 0 N ,(0 L6 UTILITY LOCATOR TAPE Approved metallic brand. ,~ DISK FILTER (drip irrigation) Netafim DF075-140 or approved BACKFill MATERIALS PEA GRAVEL Maximum size 1", round water worn, free of organic matter or other deleterious material. SAND Coarse river sand. Graded in accordance with ASTM C136 with 100% passing through a NO.4 sieve, free of organic matter or other deleterious material. lOAM Imported, natural, fertile, friable sandy loam with at least 10 % humus; free of rock, clay subsoil, clods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material. PART THREE - EXECUTION GENERAL A. Irrigation sleeves have been installed under a separate contract. B. See drawings for size, quantity and location. EXISTING CONDITIONS A. Verify that surfaces and structure to receive work specified herein are accurately sized and located, sound, secure, true, complete, and otherwise properly prepared. B. Prior to starting work, notify General Contractor and Owner's Representative of defects reqUiring correction. Do not start work until conditions are acceptable. PREPARATION A. Review layout requirements with other affected work. B. Coordinate locations of piping to minimize conflict with other work on this Project and other work previously installed. C. System layout is diagrammatic. If field measurements differ slightly from Drawing dimensions, modify work as required for accurate fit. If measurements differ substantially, notify Owner's Representative prior to installation. BACKFlOW INSTALLATION A. Installation by professional licensed for backflow installation. B. Comply with all plumbing codes. TRENCHING A. Excavate trenches with uniform bottom and remove all rocks and sharp objects to provide firm, even, clean base for pipe. B. Allow for minimum 18" cover on main lines and 12" cover on lateral lines. C. At Plant Beds: 1. Stockpile excavated material for backfilling trenches. 2. Excess excavation: where excavation is carried to excess levels, backfill with specified Sand to Proper levels. D. Water and frost: 1. Keep trenches dry and frost-free. 2. Provide and operate pumping equipment as necessary to keep excavations free from standing water. E. Existing vegetation to remain: 1. Protect against damage. 2. Cut no roots over 3" in diameter without approval of Owner's Representative. 1. Make all cuts clean, straight, at right angles to roots. 2. Replace any damaged plant material. PIPE BEDDING A. Mainline: If soil in trenches is not free of rocks, provide uniform bearing surface of specified Sand; 2" minimum depth and free of rocks and sharp objects under entire length of pipe. B. Lateral line: Clean native soil or Loam. PIPE INSTALLATION A. General: Follow manufacturer's instructions. B. Minimum clearances between lines: 1. For 2" diameter and smaller pipe: 2" clearance. 2. For 2 112" diameter and larger pipes: 4" clearance. 3. Between irrigation and other services: 4" clearance. C. Threaded Plastic Pipe: 1. Thread with conventional equipment. 2. Plug pipe ends during threading to prevent pipe distortion or damage. 3. Do not use solvent cement on joints. 4. Wrap joints with Teflon tape. D. Cemented PVC installation 1. Follow manufacturer's instructions. 2. Cut all pipe square and remove burrs. 3. Chamfer all outside edges of pipe. 4. Clean and dry ends of pipe to be joined. 5. Apply primer solvent to both pieces of pipe to be joined. 6. Apply cement to both pieces of pipe to be joined. 7. Attach pipe and hold together for five (5) seconds or until pipe will not back out. 8. Wipe excess cement from outside of joint. 9. Snake all lines to allow for contraction. SLEEVE INSTALLATION Installed under separate contract. Verify. MANUAL DRAINS A. Install at lowest points in main line, set plumb at locations indicated on drawings. B. Discharge directly into sumps of one cubic foot pea gravel. C. Cover sump with 4-mil plastic or asphaltic paper. D. Connect to main using a 2" nipple, elbow, and 6" nipple parallel to pipe to allow for vertical movement. liNE FLUSHING VALVE (DRIP ZONE) A. Install at lowest points in main line, set plumb at locations indicated on drawings. B. Discharge directly into sumps of one cubic foot pea gravel. C. Cover sump with 4-mil plastic or asphaltic paper. ~ '" ~ THRUST BLOCK INSTALLATION Install minimum 2 cubic feet concrete thrust blocks at all comers, tees, and stub outs on pipe over 2 inches in diameter. 8 ~ t ~ :!j i G i Vi .. ..c i VALVE INSTALLATION A. Install plumb and square and according to manufacturer's recommendations. .2 c: ii: .. !:1i g o ~ ., E j 9 N A. Where possible, allow for 4" clearance between bottom of valve and valve sump at Automatic Control Valves. B. Clearly and permanently label each iffigation zone valve with the zone number that cOffesponds to number in irrigation controller terminal. VALVE BOX INSTALLATION A. Install plumb and square and flush with finish grade. Provide as follows at all Automatic Control Valves. B. Adjacent Automatic Control Valves may be ganged together in same box providing all other specified requirements can be achieved. C. Provide minimum 12" deep gravel sump below valve box. D. Permanently label valve type and zone number(s) on inside of valve box lid. MANUAL DRAIN BOX INSTALLATION A. Install plumb and square and flush with finish grade. Provide as follows at manual drain valve. B. Provide minimum 12" deep gravel sump below valve box. DOUBLE CHECK VALVE BOX INSTALLATION A. Install plumb, square and top flush with finish grade. B. Provide as follows: 1. Provide minimum 12" deep gravel sump below valve box. 2. Minimum clearance from valve sides to box is 6" each side, 6" top and bottom, 3" each end. VALVE SUMP Provide minimum one cubic foot of specified pea gravel below each valve. SPRINKLER AND RISER ASSEMBLY INSTALLATION A. General: Install plumb. B. Install spray head 6" from adjacent buildings and retaining wall or within 3" of adjacent pavement, curbs, header boards or planting edge. C. Flush Mounted Sprinklers: 1. Install flush with top of Loam or Mulch at locations shown on Drawings. 2. Install head wrench-tight. 3. Install where shown on drawings. 4. Compact earth under pipe at sprinkler heads to prevent settlement from pulling sprinklers below grade. TECHllNE INSTALLATION Install as per manufacturer's specifications and as shown on drawing CONTROL WIRE INSTALLATION A. Exterior: 1. Bury wires beside pipe in same trench. 2. Bundle multiple wires together with tape at 5 ft. maximum intervals. 3. Provide 72" loop in wires at each valve where controls are connected and at 100 maximum intervals between. 4. Make electrical joints waterproof using specified connectors. 5. Enclose ALL JOINTS in specified valve boxes. 6. Use coded and labeled wires for each valve. CONTROllER INSTALLATION A. Mount controller as directed by Owner's Representative. A. Clearly and legibly write in the space provided in the controller a verbal description of the location for each irrigation zone. B. Mount and wire as shown by manufacturer. C. Run low-voltage control wires in schedule 40 PVC iffigation pipe to 12" below grade. D. Provide PVC conduits as necessary where turning corners. E. Make all splices with specified connectors. F. Make all splices in a valve box. G. Provide an extra coil of each wire at each splice to allow for contraction of wire due to temperature settlement of backfill. H. Install, secure, and plumb. PRESSURE TESTS A. Cap off electric valves and test with a pressure pump after installing and backfilling the main line. B. Maintain 100 psi minimum pressure for at least one hour without leaks or pressure loss. FLUSHING A. After piping, risers, and valves are installed, but prior to installing sprinkler heads and backfilling, open valves and thoroughly flush piping system under full water head. Maintain flushing for three (3) minutes. B. Close all valves and cap all risers immediately after flushing. Use only PVC threaded pipe cap. Leave capped until installation of heads or nozzles. C. Flush a second time after installation of sprinklers. Remove nozzles, flush under full water head for three minutes, and immediately reinstall nozzles. BACKFilliNG A. Remove debris, sharp rocks, and decayable matter from areas to be filled before proceeding. B. If native soil is not free of rocks then cover mainline pipe with 4" specified sand and place specified utility locator tape the entire length of all mainline pipes. C. Fill remainder of trench with stockpiled material or Loam at plant beds and lawns, as soon as feasible after Owner's Representative's installation review and acceptance of pressure test. D. Compaction of Fills: 1. Compact fills in maximum 6" lifts. Compact to match density of sUffounding material. 2. Should backfill show settlement during guarantee period, bring area back to grade with compacted fill, and replace any settlement damaged construction and planting. 3. Do all backfilling necessary to bring all surfaces to finished grades. 4. Wet and tamp earth in layers not over 12" thick until thoroughly packed and settled. 5. Backfill the top 2" of trenches in plant bed area with loam or native soil free from rocks 314" or larger. 6. Dispose of excess excavation off site. ADJUSTING AND BALANCING A. Adjust and balance the system as each section is completed to provide uniform coverage to all areas. B. Demonstrate to the Owner's Representative that the system is in operating condition. RESTORATION A. Return all disturbed areas to original conditions after installation is completed. B. Replant or replace any materials removed during construction. PROGRAMMING A. Prepare and Submit for approval the irrigation controller programs: Spring/Summer, Summer, Summer/Fall. Coordinate programming with Owner's Grounds SuperviSOr. B. Include: zone start time, watering duration, day of week, repeat cycle mode, program mode. SYSTEM DEMONSTRATION A. Test system prior to demonstration. B. At completion of work provide qualified and trained personnel to demonstrate operation of the system and instruct Owner in operating procedures and maintenance. C. Individual performing demonstration shall be fully knowledgeable of all operating and service aspects of system. CLEANING A. Keep the premises reasonably free from accumulation of debris. B. Remove all excess excavation or backfilling materials from site and clean all improvements soiled by work of this Section. C. Remove all debris, equipment, and surplus materials, and leave the premises in a neat and orderly condition at the completion of the work. Schirmer + Associates, llC l AND USE P l ANN I N G. SIT E DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 6864577 Web: www.schirmerassociates.com Eugene, Oregon 97401 END OF SECTION SCHIRMER + ASSOCIATES llC,LAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PLANS. THESE PlANS ARE NOT TO BE REPRODUCED. CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlYWITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER + ASSOCIATES llC SITE DESIGN AND LANDSCAPE ARCHITECTURE. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARlY. THE THIRD PARlY SHAll HOLD SCHIRMER+ ASSOCIATES LlC.lAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, HARMLESS. PROJECT NAME: GAME FARM DENTAL SITE PLAN REV fEW REVISIONS Date Description SCALE Ci) PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd. Springfield, OR PHASE May 9,2008 DATE jas/mas DRAWN BY ALE NAME ces CHECKED BY SHEET TITlE Specifications SHEET NUMBER L7 MAY 2008 . SCfI'.R S ;I o -.J -.J (I) w .-- <t o o (I) (I) <t + 0:::: w 2 0:::: I o (I) ro o o N C0 SECTION 02900 PLANTING PART ONE - GENERAL DESCRIPTION OF WORK The Landscape Contractor shall furnish all labor, equipment and materials for the planting of trees, shrubs, and groundcovers in accordance with these specifications. The species and quantity of trees, shrubs, and groundcovers shown on the planting plan and plant list will be required. The material shall be planted at sites designated on the planting plan or as directed by the Owner's Representative. RELATED SECTIONS A. Section 02300 - Landscape Earthwork B. Section 02850 - Irrigation QUALITY ASSURANCE Contractor's Qualifications: A. Contractor must be licensed under Oregon Statutes. B. Contractor must have at least two years prior experience on similar scope projects. C. Installer's Field Supervision: Require Installer to ITlaintain an experienced full-time supervisor on the Project during times that landscaping is in progress. REVIEWS Request reviews by Owner's Representative 72 hours in advance. The following are required: A. Soil Preparation Review Owner's Representative will review soil preparation and finish grade prior to installation of plant material. Adjust finish grades as directed. B. Installation Review: At time of Completion Inspection, Owner's Representative will review installation of all work of this Section. Installation Review will not occur until completion of entire area planting as defined by Landscape Architect. COORDINATION Coordinate with other trades affecting and affected by work of this Section. ENVIRONMENTAL CONDITIONS A, Install plant materials and lawns during periods which are normal for such work as determined by the following: 1. Biological season. 2. Specified environmental conditions. 3. Accepted practice. 4. After all major construction work has been completed. B. Installation not permitted during the following conditions unless otherwise approved: 1. Cold weather: when temperature is less than 32 degrees F. throughout the day. 2. Hot weather: when temperature is greater than 90 degrees F. throughout the day. TIME OF PLANTING The following planting dates are recommended (times will vary with geographic regions): I. Optimum time Bare root stock: December I to March I Balled and burlapped: December I to June 21 Container grown: Can be planted during most seasons of the year 2, Maximum time Bare root stock: November 15 to April I Balled and burlapped: November 15 to June 21 Container grown: Can be planted during most seasons of the year TIME OF SOIL PREPARATION The following dates are the only times that soil preparation may take place on the site: May 15 through October 31 , DELIVERY, STORAGE AND HANDLING A, Deliver fertilizer and keep it in dry condition. Retain tags showing weight, chemical analysis and name of manufacturer, B, Protect products against damage, dehydration, sun burning, or freezing. C, Coordinate on-site storage of plant material: 1, Cover plant roots and root balls with soil or other accepted material upon job site delivery as necessary to keep moist. 2. Maintain until installation. 0, Reject plants when ball of earth surrounding roots has been dried out, cracked or broken prior to or during process of planting, E. Furnish balled and burlapped (B&B) stock with solid, properly wrapped and secured, natural ball. Burlap to be biodegradable; twine at root ball top to be biodegradable. Stock 2" cal. and up to be transported and handled with root ball in wire basket. F, Plants shall be carefully handled so that roots and foliage are adequately protected from freezing, overheating, drying out, sunscald, flooding, or other injury. G. Balled and burlapped plants will be protected if not planted soon after delivery by covering roots with loose soil or organic matter, such as wood shavings, hemlock bark, or compost. Roots shall be kept moist until planting time, H. Container grown plants shall have been grown in a container long enough for the root system to have developed sufficiently to hold its soil together firm and whole, No plants shall be loose in the container. If not planted soon after delivery, they shall be kept moist by frequent watering, I. Plants not planted immediately should be kept in a place away from direct sunlight. PROJECT CONDITIONS A, Utilities: 1, Determine location of above grade and underground utilities and public utility easements and perform work in a manner which will avoid damage, 2, Hand excavate as required. 3, Maintain grade stakes until removal is mutually agreed upon by parties concerned. B, Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Architect before planting. WARRANTY A, Plant material must be in healthy condition at end of warranty period, or for one full growing season following installation, whichever is later, B, All plant materials must exhibit satisfactory growth during the current growing season if planted on or before June 21, or that date in the following year if planted after June 21. Plant materials that fail to grow will be replaced within two weeks prior to September 21 or June 21 and be subject to a new warranty period. ~ '" ~ PLANT LOSS AND REPLACEMENT A, At no additional cost to owner or Landscape Architect, replace plant material not surviving or in poor condition, B, Perform replanting during next planting season, and follow these specifications. Contractor not responsible for plant loss or damage caused by vandalism or lack of maintenance 8 ~ in t ~ :Q of' o ';:l l3 9: j g Vi .. .s:: 1: .2 c a:: .. 9i ~ ~ ~ e i 9 N TREE, SHRUB, AND GROUNDCOVER ESTABLISHMENT AND MAINTENANCE At Plant Beds: A, Protect and maintain plantings until final project acceptance. B, Water, weed, cultivate, mulch, reset plants to proper grade or upright position. C. To ensure healthy growth, spray, prune, remove dead material, and do other necessary operations. PART TWO - PRODUCTS STANDARD REFERENCES Quality definitions, grading tolerances, root system condition, caliper height, branching, budding: no less than minimums specified in "American Standards for Nursery Stock", published by American Association of Nurserymen, Inc.; latest edition. PLANT MATERIAL A. Sizes, grades, and conditions are keyed on Plant List shown on Drawings. B, Provide sufficient plants no smaller than indicated to complete work shown on Drawings. PLANT MATERIAL QUALITY A, All plants shall be nursery grown unless specifically authorized to be collected. B. All trees and shrubs shall be in a good, vigorous, healthy condition, free from disease and injury. They shall be hardy under climatic conditions similar to those in the locality of the project. C. When specified plants are not available within a reasonable distance, substitutions may be made if approved by the Owner's Representative, D. Unless multi-trunked plants are specified, trees shall have a straight single leader, uniform trunks; full, even branching, grafts at ground level, and well developed root systems, E. Provide quality, size, genus, species and variety of tress and shrubs indicated, complying with applicable requirements of ANSI Z60,1 "American Standard for Nursery Stock," F. Measurements: Measure trees and shrubs according to ANSI Z60,1 with branches and trunks or canes in their normal position. G. Do not prune to obtain required sizes. H, Take caliper measurements 6 inches above ground for trees up to 4-inch caliper size, and 12 inches above ground for larger sizes, Measure main body of tree or shrub for height and spread; do not measure branches or roots tip-to-tip. ORGANIC MATERIAL Steer Manure, well aged, composted, ground to a uniform texture. LOAM On site, natural, fertile, friable sandy loam: free of rock, clay, subsoil, clods, plants, roots, weeds, seeds and other deleterious material. MULCH At Plant Beds and Trees: Uniformly screened (3/4" minus) premium fir bark mulch, COMMERCIAL FERTILIZER Uniform composition, dry, and free flowing, with the following chemical analysis: 20% Nitrogen, 10% Phosphoric Acid, and 8% Soluble Potash; with 8% Nitrogen slow release. TREE STAKES 2" X 2" X 8' Douglas Fir stakes. PART THREE - EXECUTION EXISTING CONDITIONS A, Verify ground dimensions and elevations prior to beginning work. B. Notify Landscape Architect of discrepancies between drawings and site, C, Notify General Contractor of defects requiring correction by others. D. Do not start work until conditions are satisfactory. PRECAUTIONS A, Protect existing improvements against damage, soiling, or discoloration. B. Repair or replace damaged, soiled, or discolored material when directed by Owners Representative. PLANT PIT EXCAVATION A. Tree pits shall be excavated as per planting detail on Planting Plan. B. Shrub pits shall be excavated 3 to 6 inches wider than the ball of earth or spread of the roots and 3 inches shallower than the root collar. SOIL PREPARATION At Plant Beds: A. Spread 4" organic material. B, Till to a minimum depth of 8". C. Spread 20 Ibs. Commercial Fertilizer per 1000 square feet of plant bed and thoroughly mix into the top 8". D. Rake smooth and set finish grades eliminating all uneven or low spots setting grades for positive drainage. Remove all debris, sticks, roots, clods, and rocks larger than 2 inches in diameter from the top 8 inches, E. Allow for mulch at adjacent edges, F, Compact to 80% dry density. INSTALLATION OF PLANT MATERIAL A. Plants shall be placed in the center of the holes, plumb and straight, and at such a level that the root collar should be above the surrounding finished grade as follows: Trees: 3 to 6 inches Shrubs: I to 3 inches B, All wire shall be removed from the tops of burlap balls, C. Container grown stock shall be removed from container with minimum damage to roots and placed at bottom of hole to assure no air pockets. D. Soak all container grown plants or B & B plants before planting. E. Set plants plumb and faced for best appearance. F. Cut and completely remove twine and other fasteners from root ball and turn burlap down to sides of ball. Neatly cut off broken or frayed roots. SHRUB PLANTING A. Set out container plants at specified distances and adjust so the plants fill the bed evenly. B. Dig holes as necessary so that mulch will not cover lower branches and so that plant crown will sit at or above the surface, BACKFILL A. After placement of planting stock, hole shall be half filled with soil and then thoroughly watered to settle soil and exclude air pockets. B. Finish filling planting hole to finish grade levels and water again. A minimum of tamping of fill may be necessary to assure that no air pockets are present. C. Thoroughly water each plant and entire bed immediately after planting. TREE STAKING A. Stake all trees as shown on Planting Detail. B. At planting, bracing stakes should be installed on all trees larger than 11/2 inch in caliper before the roots are covered, C. The stakes should be strong enough to hold the trunk rigidly in place. D. Place the stakes 3 to 18 inches from the trunk before the planting hole is filled. E. Fasten the trunk to the stakes with canvas tape or loops of wire passed through a section of rubber or plastic hose or similar soft material. Schirmer + Associates, LlC l AND USE P LAN N lNG, SITE DES I G N AND LANDSCAPE ARCHITECTURE 375 W. 4th Ave. Suite 201 Phone: (541) 686-4540 Fax: (514) 686-4577 Web: www.schinnerassociates.com Eugene, Oregon 97401 MULCHING A, Provide Mulch 3" thick within 24 hours after planting at all plant beds, and tree plantings. B. Hold top of Mulch down 1" minimum from top of adjacent plant bed edges. C. Remove excess Mulch from foliage of all plant materials. Remove mulch from all adjacent surfaces, SCHIRMER + ASSOCIATES llC, lAND USE PlANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERlY RIGHTS IN THESE PlANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGE'1.QR COPIED IN ANY fORM OR MANNER WHATSOtvtR, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlY WITHOUT ARST OBTAINING THE 'hhlll tN PERMISSION AND CONSENT OF SCHIRMER + ASSOCIATES llC, SITE DESIGN AND lANDSCAPE ARCHITECTURE. IN THE EVENT Of UNAUTHORIZED REUSE OF THESE PlANS BY A THIRD PARlY THE THIRD PARlY SHAll HOLO SCHIRMER+ ASSOCIATES llC, lAND USE PLANNING, SITE DESIGN AND lANDSCAPE ARCHITECTURE, HARMLESS. CLEANING AND REPAIRING A, Clear and remove all rubbish, vegetative matter, and miscellaneous objectionable debris from the site. B. Do not bury any foreign material from the construction site, C, Remove any buried foreign material when encountered, 0, Maintain sidewalks and paved areas clean at all times, E. Maintain vehicles and equipment in clean condition to prevent soiling of roads, walks, and other paved or surfaced areas. F. Including work of other sections, clean, repair and touch up, or replace when directed, products which have been soiled, discolored, or damaged by work of this section, PROJECT NAME: GAME FARM DENTAL SITE PLAN REVIEW END OF SECTION REVISIONS Date Description SCALE (l) PROJECT NAME PROJECT ADDRESS PROJECT ADDRESS Game Farm Dental Pheasant Blvd. Springfield, OR PHASE ~ay 9, 2008 DATE jas/mas DRAWN BY ALE NAME ces CHECKED BY SHEET TITlE Specifications SHEET NUMBER L8 8 I, ,~ . o ....J ....J (j) W I- <( o o (j) (j) <( + 0::: w 2 0::: :r.: o (j) OC) o o C"-l @