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Plan, Final APPLICANT 12/20/2010
I I I - I . . I I I I I I I . I . I I I I - - I I I I I . I I I I I I I . . I I I I I I I I . I I . I I . I I I I I I I I I I I I . . I I I I I I I I I I . I I I I . I , v I . I I I I I I I I I I I I I . I I I I I I I - I I . I . I - . I- I I I I . I I - I I I I I "I I I I I - I I I I I . I 11 I I I I - I I I I . I I I I I , I I 11 - I I I I I I I I I I I I I . I : i I I I I I I . I . I I I I I I I I I . I I I I I I I I I I I I I I I I I . I I . I I I I I I - I I I I I I . I I I - I . . I . I . . I I I I . I I - . I I . I I I . I I I I I I I I I . I I I I I -_ - I I . . I I I --- I I . I 11 I I I wwmwwnmmm -- I . I - . I - I IIM I I . I - . I ; - - I I . I I I . I I k== I I . I . I I I I I I I : , I I I I I I I . I I I I I I I . I I I ,,, 1 . - I - I I I . . . , I I . I . I I I I I . I . I I , I ., I I I I I z , I I I I I I I . I I I t I I I . . . I - I I 11 I . ,f I I I I . I I I I . I . , I I I I : I I I 11 I I I I I I I I I I I I I.i I I . I I I I I I . . . I I I I - I , / ',) I . 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X-,,_., . , . - I I I - , \ \ \ I \ t-.'X,-_, I I I , - \ "., - - I I , N1,1 I I I , \0 - \ \\ \ " \X.; ., - 1, I , ..-.-!-,, I . \ 5 '' .. ,_ \ ," I . * . ., . 6' HIGH BRICK WALL \. I x I 4 x \ , , 1 I I% -;`_ . - _:," I I I , -" - -1 '' 4,:. _,,, I I ,, '. , - I I I I , I'\ 1, I "I I I I I . I I I 11 I N - , I "I il_,, I I I I I I , \' \ , " --,: -- ,,, , ..21 N - . I I%- . I \ I I N . \ 1, N ', ," --, , 11 "',` ,,, I I I I . I I . ; ., 10 1, I _ "I, \ \ \' " .*_,,';,, I I I I / I , . \ -, \ \\ ,,., z :, - \ .: y"A". 11 I I I , .. . "I . *;,: ,, . ', _ I I I I , -4, - I , . I I I \ \ N k I . . . I, I I I I I I, '. ,-,.\, I . I I \ \11 . I I I I - \ - . C 11 ,.., I - <S I I I I I I I / . . \ - < % -.', . - \ I` I _\ I A\ j , N - I I I I I - , I ,' I ,,,,, I I , , \\11 . -- _,1111' 1 I I I I I I I I . : \ - .\ 1 W-7 \ I _0. "-"-: -; ,\ , I / a "I \ I I . _\ ,\. 11 __ " tp - I ,', " , , I I . I - - I I . I , I I . I I I I I - , , - k I I "' I I - . 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I I I I I I BRASS DISC IN THE NORTH END OF THE SIDEWALKAT THE SOUTHWEST I I x x 0; I , 1,' _'11:"; N17',It, I I I - , 'itt`, -,,,; 6x , ". , . I , I I '. \ , - \ I 1- . I I I I \ I I . I , \ _\k ;''_ . ,: ,'. I I I I I I I . . I I I I ,: ,!. \, - C`, - t";1;*..`1:'11' I . : ,., ,..; I I I I I I I I I I I I I I I I I I I I : I I I 10 . I I I " . - < \ . ::::: , I I I I , -- I I I I . I \ , , ., - - I , \ I CORNER OF THE INTERSECTION OF 40TH STREET AND COMMERICAL AVE. I 19 IV xt,_,% - ,7 - 7"'r. I . I / \ . " ;N, , A ,;_ I I I . C *-III I . \ I N\ `I_, " , . 7- ". , D.. I I , , . . 1- 11 I // \11 1-1 \, . N1111 , 7 0 -,: V, . - I L I I I I , , 4 00 _', '11':` - I - I I 0 419.31- . I I -fr- \ I .:,',. 11, - " , ._ . , , - . I I I I I I , 11 11 IT 99 , . ,,\ 11 I\ 11 , I CITY OF SPRINGFIELD BM *138 (ELEVATION - 479.71) 1 1 1 - N "", . I.I I I I I I I I - I I \ -A(,* \ -1(1* - -, . - - I *t%r!.,- I I I I N , - - , ,, . - " * \1 S I I I I I I I // N 11, x I I AREA DRAIN I Ik I "I - 419. 1 I \\ , \\ ,_ , \ .,-?_\ . \ I . I , " , , I , 11 \ I., . I . I I . , , ---480,b, * - " I--,,. 1,<"1;",111_,t , . I I I " , , , " `11*` I I I ,,\ RIM= 4 76.93 1 ,_ , " -- I - - I I I 0 , - ____ I . , , , :'.,', , I _11 , , R I \ 11 9 B5 x I . ", ." " ",: I ", `,:,:,1' I , , , '_,: 11. _.. -. , '\ I- . I I , , K'. . n"Ev Cd " I I \ I" , , -',-;, -;.-_-,- . . z . 1 . 6" FL (80-4 77,8 7 41 A - - I I . 'I, x I 1 C , I \ \,, \,,,- - , \ I -111, I I - , , , X, " $ 1 1 N ,, I I x I , \1 I \1 1. ,., , I I \ 41 1 -\, 11 \ 4"___. \ :I-- , I " I . , - . -, \ -I' I - I . \ .! I 1 . I .1 .\ I , I le, 'A , .,. N, \ NO jL ri I A _# \ I N I I I", " , , - I I I , * zi ` ,,-*, I I , , \N""% , , - -, . *"%',`:111 ,,,z!_14L I G) / I I . ' I \ , I \, 'k,", - 0 I . I V '1 , N I , 75 2' RETAINING WALL , , " , 1_*.\_-`11 4 - I I I . '\ . 1, , -. K " \ I , - - ';-, I --- , ,_ . , .1i.1,11: ; V I I i ", I tklq I 0 , , ,"', , I - " . - 11 I I \ I I ,; * I I 1. " ,%-'\ "%,\\ '_ 11 ` - I I. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COM81NATION OF UTILITY LOCATE I h I I - I 11 I -0 "'.21 (A > I I ,`\,: - , I . I I I t10 i, r ,;' "," \- I I I I .,. I , - I I 480,2 1 ", 474 1 \ ,,' . , _e. 1: \ - -. " ,,. - *, ', - I - , , , , .. : I , I - - - . \ I I \ , I I 11 , I N , I V_ I" ", *,.,.' " I I 1, I EXIS TING 6' HIGH I I 1 4 1 1 1 __1 - I ", I,' \ \ `11 '_ :. - ", I I I I I _X \ I I I :,, I - -, MARKINGS AND FIELD LOCATION OF SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON - , \ - , "' I - - 479.80 \ I : 1\-'r .. "', , \ - I , I ,> - tk X "', ., , , . I", ,:-t, , I I I WOOD FENCE I ,-, 0111. . I % *--, , ,,-' \, .,: ,,*,,.,.-,., 1, \ I I I I I I . I &-, \ . I., , - 11-1 I I I - I \ I o -_ \ \1) I I N,Tb)Ql . 1, -\t, I _ - / V" ,\1 1\ , i ;-, . , A\ I ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF I I I 11 I 1, .N 4 I ., , I I , , - \ - ;.. I I - I . :',\ I . , _ _, \ , A - %I x \ , , I b( , 1 , ; . I I I I I I I I - 14 iA I I \11- ,--' I I I I ; - - X I I . 11V I '.. SANITARY MH k5---_\, I ,,,( N __1.1 I :P I 1, I . I UNDERGROUND LINES. ,- . I IkN b( I I 00 ", - _%\ , \ I -,N I I I 11 5,. &I ( 480 - "I \ I R, --, I 1, ,,, ,,,, I \ ,,4 ,, N I RIM-479.19 I -'s x\ 0 -61!) I , \\' '. 'A I :,', I 1*1z , . -WC j 41 ON. , I 56) ,,z), -,,,: \1 \,- \ lb 1l \ I \:: - 1"* - ' . . , .1 I - , I - ". . , - I 11 11 .I- I - - I -1 A - . , X . ","",' 2. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A t I 1b I', 419. , I - . .. VI " I 1b , - - , <4- - I BI' FL (NE) 11 - . . 'I \ - "' ` . ? , N , \ t I -1 I 1_1'' - - . I 11, - - - I X " .11 I , , 11, . , " , 1, I I ' , I ,:,, 0, \ \ . X ", , N, 0111 - I ". \ I . , () ,,' , " ,,",'- \ \ , I, Nl(' , I -1 1 .,L - \ ---:N,- 0_1 ,,`," SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 4" FL (NW) , ,/ I ,1k, , ,X `-". , I .,,! I . , x I N , \ , I I - , ,+ ;, I - , _1 , . - ' 1, t -1, I I ,\ - , I I . I N __1,11 I 00b / I I 1. '. \ .. - _ It::N 6). ; 'I'll I I 6" FL (S) I I I 1% I / . . 1. %L 11 - \ 11 I'll, \ 1, I \ I \\, ,,,,,, -, I . . - S 11 , , \ , -t . ' I "I ,! i_, 111'1,/" - I .w * I "-, _ZC, -) , I I PEED x &, \ I , FL APPROXIMA TEL Y , %, <;> . I , ,,\14 . Ok \ ."_\ - I / . I I., I I \ " -1 , ,; , I I .. " I "" , I I , , \', X - I - I - I, I I i - I I I '-- ,,,,,-,_- , IV, , I. 1 I - I , -,. . \ I y I- I, , w . , le A 1 - I - , I I - - ; I I '1 __,, I I I 4_ I I I ' - I 'I I / I / , 62, Top,\ \ _ _ ,_ ,_ ,_ I . -1 I%L 11 \ ,_ ,, 1.1 . ,, - "I'll-, , I I , . --_ / - ,,! '7 P%" 1% \ \ I '111_, 1 2' BELOW RIM ELEV Nl?- W, . / \ .3 . I/ I . I M - I- I N \ . ". :11 BU I/ I I di _1 . - It, 1. / , * pv 11 I r - T P( H - ',, ", \ \ `.,', !. _-1;1 I ,\jj,T . .\/ , I 1, . 11 4,66 , I - I \ \\ , -,, . I I - \ I I I I I I I . I 11 , , ,. I'\\ , . 1, H:__ I " - '.,,I, I , , I I -- ,, - -_ ", I 1, \ 1. " ` 1 , \ \i_, ., . I I I .,C 11 I 1 41' 1 1 1 , " ` -*\, _ \ .." I -1 I I I - , r1l 11\11, I ;,§ 00 4? - -, \ BASED ON CITY OF SPRINGFIELD . . " 41 - - --_ \_ " 1 02 1 111: -1. IV I , , T-1 4 Q - ,\ , , I 2? 0 \\ x NA q I AS BUILT DRAWINGS. I - N __ N - 10/ 17- , I." - I I I __ - - I ., I I ,.11 \ - I I N- '. I A f -- - 9. I , , , \ \,.",-,. \ I N I . - I _ I'll, .7 ,:, ". -,-:; -, I I I I I x I N." , r - NO,) - ,; , /_ - : , 4 I . \, \ ., ' ,; I I \'-", \ I I \ I I . I EXISTING I . .0 1 - ,: I - , AW-' 0 ' X . , " -,J-] n . ! I N ,A(. . 55 HIGH WOOD FEIY,L ----Ab - 1.__ I I I __,', , I \ " I I !'' . I / \ I ... -4, t , I .-, \' .--,,,\ N, I // ,.!:, - / - I I 11 I \ I I-— I ', t,, I 1 'I) -± ---, I , N.', ,,1.1\ I I 't I / "\---,-',., -, I I . 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I . +-i . I? ,, + + + I . I I I -I,--.-- i I I , I \ I A " ; , W, V - .._ . :44-- - I . , itI . I 1. , ,--J!,, I .1 Lo a I - - I I I I -_,:> " I __ -VI* I _ - i N . I - " I I I ^ I I I I- - , " , : _ I , 11 TOM HENERTY (541) 434-7690 1 . " - I X 1 49 9 1, 1 i f + \, , 4) . . 0 . - - I bo ,1_____'__ __ __1 .... I. CABLE (COMCAST) "-%a 2 , ' _ A- `:',',, - I ;1111 I I I + \ LA... - - I ,, I I - - ' I " , r, __ , %8 /, - M - 1>A *1 , I Ai I I I i: - A 1 2 31--1 _% -,, j , n I . ' I I 1 . 11 I I - . ]qiq . . _ - . . 0+ - - 1 (541) 228-1884 Q ( I 1p _?. , 86' ' ' - - - I - - - Id - 'D Z I - , :: (/) 1 , I 11 1 I I , k " Isy , k , : . -4 +'_ , t I "I . I 4 , I - I 0 _ -p-, - =--F :. k,Cdr - : [.R4 . - - - I - - , - - I I I I- - " ------,--,-"--- - ; , I 11 _1: I I *. * It *,* * * * + *' , + _* w * * + I * *,+ 1 !z I 0 C)j , 7 'ft I ! I 4 , i1r,o I 1! IV :- . =--,:-- : . , I k - 0. , * ; * * *, . 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I E4ST SIDE BAPTIST CHURCH CHURCH REOUI!E_D: '7 7 COAPE'C' I I . I I I . I I I I . I I V I ,1 ,,, I I I I .1 . , 1. 1_ - - , , - - - . !, - - - I I 1 4045 COMMERCIAL AVE I I . I e , , , I I _K PROVIDED: SHORT TERM - I I I I / , I I PROPOSED USE - I - 23 SPACES I I I I I I I I I I rl . . - 1z . .1 , . - I " 11 I --o' I I SPRINGFIELD, OREGON 97478 -0. - .- po, - I I . I I . I I i / 11 1010 . . LONG TERM , I I I I I I I I I . + j / L j# ** 12 I I I .1 CHURCH 1. . 0 SPACES I I - I : . I I I I 11 , - . I "' ', 1 - 11 . . , . '.,,;o . I I I 9 I , . I . I I I . I - I I I I + I I / . I I I . S77?EET ADDRESS I I I A ; 1,:i'' i I ,;;i:d': I 1-!1 I I I ,. I I . - 1, " I I - I I I I I . ; , I 4 . I I I I I I , I I - - 4045 COMMERCIAL AV EXISTING BUILDING I . 'i, I I I I I - I :; I . ,I I I I I 1: :: I$' I E. I 1 i ( I I I . . ,i;, n I I I I I ; % I I I 1i I . I I .1 / - " 11 t, , :11 "I - I I 10 1, I . I I , I I I I I I' - I I I i ; : I , , I I - t, I 'o, I I I . 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IN V 4 6 0 IN V, 477.60 WO 475.70 70 x Lzo .4- '583 478.93, 6" FL 0=47Z8 RIM: 4 7 70 477.70 IM 41 INV' 4 75.1 R Sim 413 ............. 35.71' A C 251 STM ,STM L-Li x 431 500 x 583 x INV, 474.70 f415 v RIM: 4 79.15 10 1 478.00 NV. --Poo Wo 0 f431 INV., 474.00 O 70 A I + 415 0 Ll 2 413b 60 30 -E CL 00.: 'q5 E EX, 21' STM EX. 21" STV 0 EX. 21" STM ?r s Tm SANITARY 8" FL (NE) L T E :7 x R 4 FL (NW) 16,0 INV. LILJ !17.3. 2 A 4 601 519 2' BELOW RIM ELEV. BA SED ON CITY OF SPRINGFIELD \O ob? A was 8 FL (S) FL APPROXIMATELY Albv LA.. T AS BUILT DRAWING SAN. SANi .4 -44 a I Ll I's I I I pf I I v Lf CL RIM=478.03 EXISTING TELEPHONE PEDESTAL 21 FL (W)= 4 71.15 4 303 V) Nt LOCA TION IS BASED ON DATA PROVIDED (z) CL BY QWEST COMMUNICATIONS ON 8-6-09. INV. 477./0 \1211 FL (S)=' 471,97 0 '*\INV:`4476.56 LOCA TION IS A PPROXIMA TE, CONTRACTOR MUST,FIELD. VERIFY CL C) EX, w FL,(S JE2 ,_V4 9 T 583 LEGEND NOTES X4 CONS1 Jib TION PROPERTY LINE EXISTING DECIDUOUS TREE CONSTRUCT 4" CLEANOUT PER DETAIL 60 EXISTING CURB, EXCEPT WHERE 07HERWISE NOTED C6 -7r 6 PROPOSED CURB, EXCEPT WHERE 07HERWISE NOTED C25j CONSTRUCT 6" CLEANOUT PER DETAIL x CIS 15 V CONSTRUCT AREA DRAIN AS PER DETAIL C6 D-3034 SANITARY SEWER PIPE, WITH TRACER,' WIRE TO WITHIN BUILDING LINE. CONSTRUCT 3" AS'TM 5'--0" OF CONSTRUCT 6" ASTM D-3034 SANITARY SEWER PIPE WITH TRACER WIRE TO WITHIN 5'-0" OF;'BUILDING LINE. 305 T 6 SCH. 40 PVC S CONSTRUC ANITARY SEWER PIPE WITH TRACER WIRE (306) CONNECT SANITARY SEWER PIPE TO CITY OF SPRINOFIELB,I EXISTING SANITARY SEWER PIPE. >/ CONSTRUCT 2" VENT PIPE FOR AREA DRAIN. CONFORM TO INTERNATIONAL PLUMBING CODE. P CONNECT 8" SCH, 40 PVC PIPE TO CITY OF SPRINOFIELP MANHOLE. 14 CONSTRUCT. DUAL CHAMBER CATCH-BASIN CONNECT TO EXISTING, PIPES PER DETAIL C6 "T, CONSTRUCT DUAL CHAMBER CATCH-BASIN CONNECT TO EXISTING PIPES PER, DETAIL N\ GRAPHIC SCALE CONSTRUCT SEDIMENTA77ON MANHOLE PER DETAIL X 7-T- 30 0 15 30 60 CONSTRUCT 8" SCH. 40 PVC STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 4 TRACER WIRE. ASTM D-3034 PVC STORM SEWER PIPE WITH CONSTRUCT 4" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 5' OF BUILDING. L IN 0_ 4 75. 66 IN FEET CONSTRUCT 6" ASTM D-3034 PVC STORM SEWER PIPE MTH TRACER WIRE SANITARY MH _T CONSTRUCT 6" SCH. 40 PVC PIPE WITH TRACER WIRE WITHIN 15' OF BUILDING. 4 81' FL ft CONSTRUCT 4" PVC PERFORATED SCH. 40 CONTINUOUS FOOTING DRAIN AROUND PERIMETER OF BUILDING, PLACE LEVEL. 8" FL (S) PIPE NOT SHOWN FOR CLARITY, CONNECT TO 4 PVC SCH. 40 PIPE. 4" FL (W) 30" FL APPROXIMA TEL Y CONTRACTOR SHALL COORDINATE WITH S.UB. FOR INSTALLATION OF NEW, 1" WATER METER. BELOW RIM ELEV. THIS METER SHALL REPLACE THE EXISTING WATER METER WHICH PRESENTLY SERVES THE. EXIS71NG BASEBALL FIELD. BASEDON CITY OF SPRINGFIELD CONNECT 2" 200 PSI PVC PRESSURE PIPE TO PROPOSED 1 S. UB METER. A S-BUIL T DRAWINGS. 0 _41 (-50--0) CONSTRUCT 2" 200 PSI PVC PRESSURE PIPE CONNECT TO 'PIPE STU13 AT 5' FROM UTIMff REPRESEIUA TIMS U71LITY REPRESENTA71VE PHONE GAS GREG STIFFLER (541) 342-3661 (NORTHWEST N4TURAL) gjs@nwnoturaLcom EXT. 8376 (541) 953-4114 ELECTRICITY (SUB) ED HEAD (541) 744-J707 GUENTER MATYSZKAK (541) 7J6-3296 guenterm@subutil.com TELEPHONE NORM PALMER (541) 484-8084 (OWEST COMMUNICATIONS) WATER (SUB) SART MCGEE (541) 744-3756 SAN SEWER (PRIVATE) STEVE GRAHAM (541) 726-3665 SAN SEWER (PUBLIC) DENNY WRIGHT (541) 736-1010 STORM DR41NAGE STEVE GRAHAM (541) 726-3665 (PRIVATE) STORM DRAINAGE DENNY WRIGHT (541) 736-1010 (PUBLIC) FIRE AL GERARD (541) 726-2294 GILBERT GORDON (541) 726-2293 CABLE (COMCAST) TOM HENERTY (541) 434-7690 (541) 228-1884 DICK PERSHERN (541) 434-7691 (541) 228-188J a- Lu PROPOSED CONCRETE 0 co EXISTING FENCE cl: u- co PROPOSED FENCE CDt "4 Zf W Z:z rvi U-5 Ix L EXIS77NG GRA VEL 0 Q_ EXIS77NG APHALT PAVING EDGE u_j PROPOSED APHALT FAWNG EDGE EXISTING GROUND ELEVATION -41TY, 1 8* SAN EXISTING SANITARY WASTE WATER + EXISTING FIRE HYDRANT LQ -SAN- PROPOSED STORM WATER EXIS77NG IRRIGATION OR -EX 21 * S TM EXISTING STORM WATER WA TER V'A L VE STM PROPOSED STORM WATER EXISTING OHW EXISTING OVER HEAD WIRE WATER VALVE wl WOOD BOX 4) E PROPOSED UNDERGROUND ELECTRICAL Q .5 0 r- evw4 EXISTING CATCH BASIN 0 uj 4 CQ Im - - - - EX, W------ EXISTING WATER LINE PROPOSED SEDIMENTATION MANHOLE C PROPOSED WATER LINE o EX. G- PROPOSED CATCH BASIN 0 EXISTING GAS LINE 0 PROPOSED TELEPHONE LINE EXISTING MANHOLE 4"Z @ bx r.4 cjl -C PROPOSED COMCAST CABLE EXISTING SUPPORT POLE FOR 0 VERHEAD WIRES EXISTING CONCRETE WALL EXISTING GUY WIRE ------ EXISTING CONTOUR 1z 0 pp EXISTING HOSE 618 00 EXISTING DITCH FLOWLINE EXISTING ELECTRICAL METER FE-M-1 to EXISTING BUILDING pq EXISTING m . t; C BUILDING POST PROPOSED BUILDING 0 EXIS77NG BLOCK PLANTER BOX i wl CHURCH SIGN .0.4 rmuru3r-u offfuutuar- GMVFM CONSMUMON NOMS P-8-1 EXISTING MAIL BOX CONNECT 4" 200 PSI PVC PRESSURE PIPE TO C[TF OF SPFJMF1FL0 WATER WITH INSERT-A-TEE CONNECTION. Qo CONTRACTOR TO PROVIDE 4" SCH. 40 PVC CONDUIT FOR 10' VERTICAL FEET ONTO S.UB. POLE #61073-40. PROPOSED CMU WALL 04 kn CONTRACTOR RESPONSIBLE FOR COORDINA77ON WITH CITY OF-STRIi%!F&LB FOR ALL WORK. CONTR4CTOR TO COORDINATE WITH S.UB. ELECTRICAL FOR INSTALLATION OF BANK OF TRANSFORMERS TO BE SE! CONTRACTOR SHALL NOT PERFORM WORK WITHOUT INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. EXISTING IRRIGATION CONTROLS CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY INSTALLED ON POLE J61073-40. EXIS71NG PARKING STALL FH20 CONSTRUCT 4" 200 PSI PVC SCH. 40 PIPE. CONNECT TO EXISTING PIPE STUB AT 5' FROM STRIPING 2. THE, CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO. PROTECT AND SAFEGUARD THE PUBLIC AND BUILDING ELECTRICAL SERVICE. TING WATER METER PROPOSED STRUCTURE PROVIDE THRUST BLOCKS AS PER DETAIL Q) CONNECT TO WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND Fw EXIS DATE I AUG. 2010 DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON PROPOSED PARKING STALL [D EXIS77NG TELEPHONE PEDESTAL CONSTRUCT WATER VAULT AS PER DETAIL PROVIDE 4" DIA. SCH. 40 PVC ELECTRICAL CONDUIT UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTC), CURRENT EDITION, AS SUPPLEMENTED AND STRIPING Y.9 'MARKSTUB WITH PRESSURE TREATED 2x4 STAKE. AMENDED, BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY SCALE 1 30 EXISTING POLE & LIGHT PROPOSED CROSSWALK CONNECT TRAP PRIMER SUPPLY WATER TO BUILDING WATER SUPPLY SYSTEM. ONSTRUCT 2" DIA. PVC'CONDUIT FOR LIGHTS. DIOSION HANDBOOK, "SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES". CURRENT EDITION. THE SEE ELECTRICAL DRAWINGS FOR REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAMC CONTROL AS FIELD CONDITIONS WARRANT. EXISTING SPEED BUMP PROPOSED POLE & LIGHT DRAWN CONSTRUCT 1114" PVC 200 PSI PIPE wl TRAP PRIMER. CONNECT WATER SUPPLY PIPE TO BUILDING PLUMBING 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY & HAVE NOT BEEN AB __11_..11, 111.1 ; PROPOSED REDUCED PRESSURE BY 'C SYSTEM AT 5' FROM PROPOSED WORSHIP CENTER. ONSTRUCT LIGHT FIXTURES AS PER DETAIL INDEPENDENTLY VERIFIED BY THE,OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BACKFLOW PREVENTER PROPOSED LANDSCAPE PROVIDE AND INSTALL DOUBLE CHECK VALVE 1 BACKFLOW WILKENS 950 XLT PREVENTER, AS PER DETAIL LIGHT FIXTURE POLE HEIGHTS.- 12'-0" OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY & ALL DAMAGES DESIGNER RF C7 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND PROPOSED DOUBLE CHECK BACKFLOW PREVENTER (ZJO6 CONSTRUCT LIGHT FIXTURES AS PER DETAIL -2600 TO INDICATE EXISTING s PROVIDE AND INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER, AS PER DETAIL UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227 LIGHT FIXTURE POLE HEIGHTS: 20'-0" UTIL177ES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTP,4CTOR SHALL TAKE PRECAUTIONARY MEASURES TO WWI. DENOTES DRIVEWAY, CHECKED PROPOSED FIRE WATER VAULT PROVIDE TRENCH AND INSTALL UTILITIES AS PER DETAI PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITYAGENCIES AND THE CITY HAVE BEEN TFC1. DENOTES 'TOP FACt OF CURB BY CONTRACTOR TO INSTALL (1) 2 SCH, 40 CONDUIT WITH PULL STRING NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUN17Y TO MARK THEIR FACILITIES IN THE FIELD. WITH LONG SWEEP 90'S FOR COAfCAST. COORDINATE WITH COMCAST PROPOSED SIGN PROJECT BORE-2: DENOTES GEOTECHNICAL BORE HOLE LOCATION AND NUMBER CONTRACTOR TO INSTALL (1) 2 SCH, 40 CONDUIT WITH- PULL STRING WITH LONG SWEEP 90'S FOR 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCARON, ELEV 09-077 FOR INSTALLATION OF COffCWST CABLE. ATION & MATERIAL TYPE FOR ALL NUMBER QffrEST COAfkUMICATIOWS. COORDINATE WITH Q#rrST C0AUUAr1C.4T10jVS FOR INSTALLATION OF EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE & AT THE INDICATED POINTS OF CONNECTION. IF THE EISTING TOE: DENOTES ELEVA77ON AT TOE OF RETAI I NING WALL GREG STIFFLER #'TST C0A(MUjV1CAT10jVS CABLE. CONTRACTOR TO CONTACT JVORThTEST ArAYURAL CAS, CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE CONTR4CTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. PROPOSED ELECTR(CAL EW TY JUNCTION BOX (54 1) J42-3661 EXT. 8376 TO INITIATE A SERWCE ORDER. THE CONTRACTOR SHALL VERIFY THAT THE N UTILI SERVICE WILL MEET THE INDICATED PIPE SLOPES. TOP: SHEET NO. DENOTES ELEVATION AT TOP OF RETAINING WALL CONNECT CONDUIT TO BUILDING, COORDINATE WITH BUILDING CONTRACTOR. CONTRACTOR TO PROVIDE TRENCH, AND PLACE CONDUIT FOR 5. SITE PLUMBING SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE AND MANUFACTURER'S SPECIFICATIONS. FORTBYEST * T FL, DENOTES FLOW LINE _j CONNECT CONDUIT TO EXISTING QFEST C0A(MUAr1C,4T10NS PEDESTAL. COORDINATE WITH iffFST A7A [IRAL CAS. jV0RTBFES.T ArATUR4L. OWS SHALL u 0A1A1UY1C,4T10AfS FOR WORK BEYOND THE PROJECT SITE PROVIDE CONDUIT TO CONTR4CTOR. ArORTEFEST.M,4TURAL CAS 6. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS AND FIELD LOCATION OF SHALL INSTALL GAS PIPING & MAKE CONNEC77ONS TO MAINLINE AT THE SURFACE FEATURES. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CER77FICA77ON IS MADE AS TO PROPOSED RIP RAP Lp ved RIGHT-OF-WAY & TO'THE EXTERIOR OF, THE BUILDING. ACTUAL LOCATION OF UNDERGROUND LINES. Date Ro, o i C CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FOR WORK IN THE 7. THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY RIGHT-OF-WAY. SURVEY MAY DISCLOSE OE- P 9 2010 OF SHEET(S) TAX MAP 7-.02 -1-40 TAX LOT 4000 Final Submitta 0 I I I I I I I I I I . I I . I . I I . . I I I I I I I I I I I I I I I I I I I I I I I I . - I I I I I I I . I I I I . I . I I I I I I I I I I I I . I I I I I I I I I I I I I I . I . I I I . I I I I I I . I I I I I I . I I . - I . I I I I I I I I I I I I I I I I I I I I I I I I I - y I I I I I I I . I I I I I I . - I I I I I I I I I I I I I I . I I I I I - I 1 7 - . . : . I I I I . I I I I I I I - I , . I I . I I I I I I I : . I I I I I . I 1, I . I I I I I I I I I I I I I I I I I I I I I I I I I I , . I I I I . - I I I I . I I I I I 11 I I I I I I , I I I I I I , I 1 I I I . I I . . I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I . I I I I . I . . I I I I , I I I I I I I I I I , I I I I I . I I I , I I I I I . I I I I I I : I . I I I . I I I I I I I I I I I . I I I - I I . I I I t I I I I I I I I , I - I I I I . I .1 I I I I I I . I - I I I , . I I I I I I I I . I I 11 I I . I I . I I I I I I I I I I I I I I I I I I I I I I I . . . I I I . . I . I I I I I I I - I I I I I I I . I I I I I I I I I I . I I I I I I . . I . I I . I . I I I I I . I I - I I . I - I - __ I I I . . I I I I I I I I I . I I I I I I I I I I I I . mlm __ - m I I I , I I I I I I .I I 11 I I 11 IN I - I - I - I I I . I I I I I - I I I I I I I LANDSCAPE WITH I I LANDSCAPE WITH STRAIGHT CURB SECTION I . . .. I I I I . . I I - 3 " A. C. PA VING I I I I 1 6" X 6" EXTRUDED ' I TOPSOIL 6t# X 6ti EXTRUDED ' ' TOPSOIL I . I I . f'c.- 3,500 PSI I I I I STRAIGHT CURB SECTION DUMMY JOINT I PROVIDE I 112" DEEP I I it m I I I .1 I 11 I I CONCRETE CURBING SECTION I I CONCRETE CUR81NG SECTION 1 681 CONCRETE. I I f'c- 3.500 PSI 114 " DEEP ?V1 GROOVE 4 THICK P. C. I I I I I 0, -, I . I . I I SITE PA VING (SLOPE TO I CONTROL JOINT I I . -- - - I OVER P.C. CONCRETE . I OVER P.C., CONCRETE I I I - - I CONCRETE. CONCRETE SIDEWALK I I I . I I I I I I I I I I I I I I . I SIDEWALK OR DRAIN PER GRADING (311 6" FROM FACE OF CURB. I A T 6'-O" MAX, I I I I . I - I I I I . . 1. I I I- - 1. ., '.. 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I 11 I I .1 I I I I I I - I I . - . I I I . _ 1, COMPACTED SUBGRADE I I I 0 1 1 1 . . - I - I ?# I I ALKYD-RESIN TYPE I I I I - TECHNICA L , 41cc I . I I I I PARKING WITH D.M.V., : , AS PER GEO . I I - I I I . I I I I I I I I I . I I . I I I . _: I DISABLED PERMIT ONLY I I - (OR APPROVED ALTERNATE). I I I SECTION o-o I I SECTION c-c - I . I I I . I I I 11 11 I I `Zt.& I - I I OBSER VA TION I I . - , I - .4-4. 1 ., VIOLATORS SUBJECT TO I STOP I L L I I I I I I RISER 0.0 I . TOWING UNDER TO A MINIMUM WE T FIL M CONCRETE WHEEL _. I I CAST IRON FRAME AND COVER - I FINISHED I . I I . I . . L I I I . _ , I RT I ' ' PLUS 112 " MIN. (9 I I ORS 811.620 THICKNESS OF 15 MILS (0.4MM), - WHERE SHOWN ON PLAN (1) fW C I ' I I I I ADJUST TOP TO MATCH ,FINISHED I - - . GRADE , I I AND FINE UNDER I I . I I I / // I l . AL I I Z I GRADE I I I N'l I ORS 811.615 I I 11 z CURB ____ CURB DETML 11 . I I I . 0 SCALE, MT.S. I I I I I I - __. I _z ___' = --,: - I I I . I , I — 1 2 " MIN. 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I I BA CKFIL L IN 8 " L IF " I Z 1* / I I / , I ., - , , , , , , ,,' TYPICAL 6 , ,/ /, " X , 1, - I I I I I I I I AROUND CA TCH BASIN , 1. z \ "', / ", , ." ,,- /, ,-, /, ,', /, , , - I I I I I ,I- -C. I - - I ` X ,/ \" , \`,/-, " ' , ll , , , `\', -, \1 / ,, ,, \ ,,"I , _ , I — UNDIS TURL3ED I I . * \\'," I // u< / \, -, _' \L ` _'\ _ , 1, / , , , , 7 1 1 ' N I . I I . I I I . '-'-'YERNCO#' I I USE AASHTO M-248, TYPE N, - , ./I / 3 SUBGRADE I . I I I . 11 I I /\ ,,, , , /I", , It " / \ , I I - I I , " K .- 1 '. I , ' _ " I I I . I . I _\ I 'llt/l I/ 1/ 1 02 \ 7 77, ', , , - " , 4, \ ", ", -7, ,,,,- 7 \_", '_', ,. ,' _ 4" STRIPE , 0 ,-% ,-' " ,,-' " \ ," /. , , " , z ,'. I , , I y . I I I I I. ,\/ /// iz , , CONNECTOR . - I .1 I I I I I I I I ALKYD-RESIN TYPE _' _1 " -0 24 od 24 U, / I I I I " \, -\ . 1/ "I, 1: . I - I . I I I \ 'N , \ '\ , 1\ I "I I I I I I I (OR APPROVED ALTERNATE). \ X/ - X / " / I/ I/ I - : / , /,,\\ 0 1 1 1 . I . I I I I I . I I /,, /,< / /, \\,//,, - s - I _ -_ - - / I I "I I I NOTE: I TO A MINIMUM WE T FILM \ I - -1 \1 C) I ' I I . \ \, -\ \ \ \ . 0 , . I I I STANDARD MANHOLE I I ,\ ;,\ ',-\ \ I \ I \ , ' 14, . I . I '\ , ,/\ " 'I/ I 1, /' >\ \_ I I - . . . I I , ., I / _\ / / / " / . I I FRAME AND I I -_ . /, I/ I , , ". " /\_ 1/1- I " , , I 1, , I /,// I *& SHALL MEET HS20 LOAD REQUIREMENTS. THICKNESS OF 15 MILS (0.4MM) . /; \ \ /. CASTING I I // /,\/ " , / \/ 9 = - - I I .1 I I I I __ / ,/,,' ,,,, -x / " I , , ., \\, I ,,,,` /, \. " I/ \ / I/ / / ,z / ', X \ " /I "I 41_ i v C 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE - I I I I I I . , I I ,,- - ', , , / X \ - 1 \/,-I \ / < - ,_ - \ , " - \ N / . . ", GREASE TRAP I I , 1, , ,-, / %, \ 1\/l'\\/,\/.",\,y '\,,, -\ I I I I GRADED COVER FINISH GRADE I . \ I", -, \ \ ,\\.", , \, \ ":,\,\ 1',\ \ \,, , , \ -, " v, \ 0 = t I I I I I I I I I ",- , I , / " \ , ,,' I \"' \ ",\ \ I \ /"I " ,\ WITH HINGED .0 r- I I I I I / /\I I 1. V .. /11, 11 " \ ,.- - . -1 I / /\,\\ / \ " cu = 0 I I I 11 w "', / / I / / . , / I , , * // \, W MA X SIZE) I / . , /, / ", / / X\, / / , / //,/ rn I I I I " - , , / 11 ,/\, . I I . I . UNDISTURBED SOIL /_/ / / / / \//\_// , \, / ,', I I , ", ' CLEANOUT LID 0% cv po. , - . I , . I \_ , 1, , I\ - , '' " , r I I I / "I I " * I . 3 ALL CONCTRETE. I I . I I I I \ \\ \ /, "GIBSON STEEL" OR "LYNCH " .r-f - , . CONCRETE SHALL BE COMMERCIAL GRADE I I I I I 1 44 1 0 ul) ,"a I I I ' I I I I I I . I I I -1 1 3" &UNIMUM COMPACTED 314, -0 MANUFACTURED 10 GA. ASPHALT DIPPED 1 4. eW C\? 4. PROVIDE TRA CER WIRE AS REQUIRED BY LOCAL CODE I I 1( I / Y I *11/ I, '/" - /,- I * STEEL CATCH BASIN 24"x24" COMPARTMENTS r--4 W I cl) ,_ / . . CRUSHED ROCK BEDDING a rMN4 ;.4 = P-1 I I I I I I . I - I ' " 1, \ , I I \ '<5`<X I v C> I / I . I I I I _ .11 \ I 0 * x I >1 ", . - I .1 I I I I I I I I I I . - - . I I . I I ;" .0 r- 0 A . - I . . I r- I I I I . .1 I I I . .,. I $-/I/ - , I I I C..) A: C. I 1 2 I W 0 v . I 0 1 1 1 . - I . I ..11 I _" 14 eq c0:1 I . I I , ,--, I I I I I . I I pa I - I CHAMBER rA I <v = Q> .,.;, NOTE 4 NOTE 7 NOTa. m 1. REDUCED PRESSURE 13ACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION APPROVED BY SUB FOR THEIR RESPECTIVE SERVICE AREA, AND SHALL BE ABOVE THE 100-YEAR FLOOD PLAIN. NOTE 5 2. REDUCED PRESSURE SACKFLOW ASSEMBLY (RP) SHALL BE INSTALLED HORIZONTAL AND PLUMB, UNLESS SPECIFICALLY APPROVED FOR VERTICAL INSTALLATION AND, IS RECOMMENDED BY THE MANUFACTURER FOR VER77CAL INSTALLATION, b IS INSTALLED VERTICAL AND PLUMB AND, SCH 80 ELLS TYPICAL LOOSE RING PVC SCHEDULE 80 FLANGE. MIN cq MIN C. APPROVED IN A VERTICAL ORIENTATION AS LISTED ON THE CURRENTLY APPROVED BACKFLOW PREVENTION ASSEMBLIES LIST SPECIFIED BY OREGON DEPARTMENT OF HUMAN SERVICES. z WITH STAINLESS STEEL BOL TS AND NUTS 3. ALL CLEARANCES PICTURED APPLY TO OUTSIDE, IN BUILDING, AND VAULT INSTALLATIONS. 0 VALVE BOX CARSON 2436-18. PROVIDE BALL VALVES (2) 4, RP SHALL BE WINTERIZED, ANDIOR PROTECTED FROM FREEZING. RP ABOVE GROUND ENCLOSURE SHALL, INCLUDE INSULATION ANDIOR HEAT SOURCE., 0- STAINLESS STEEL LOCKING BOLT AND 5. RP ENCLOSURE SHALL INCLUDE A BORE-SIGHTED PRAIN TO DAYLIGHT CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE PER OPSC TABLE 7-4 (LENGTH OF DRAIN TO BE APPROVED BY EWEB, SUB OR RW0 V) m IV" C.4 z FOR THEIR RESPECTIVE SERWCE AREA). Z U I F BACKFLOW PREVENTER WASHER. SET FLUSH WITH GRADE V) 6. COMPACTED GR4vEL OR uNDisTuRBEo a4sE. NOTE 9 7. A DOOR OR OTHER ACCESS SHALL, BE, PROVIDED. z OR LARGER SHALL HAVE VALVE SUPPORTS. > 0 PLAN 8. ALL. ASSEMBLIES 2 112 Li GEOTEX77LE FABRIC At, 3~41 9. COVER MANUFACTURER "HOT BOX" MODEL HB4FN-D. V) BOTTOM OF BOX AND 10. INDOOR RP INSTALLATION REQUIREMENTS. uj o. AIR-GAPPED DMN MANUFACTURED FOR THE RP MAKE AND MODEL AND INSTALLED IN THE ORIENTA77ON SPECIFIED BY MANUFACTURER THAT IS CAPABLE OF DR,41NING A FULL RELIEF VALVE DISCHARGE, OR COVERING ANY HOLES NOTE 4 b. 2 TIMES DIAMETER OF EFFECTIVE OPENING WHEN NOT AFFECTED BY SIDEWALLS, 3 TIMES THE:DIAMETER OF EFFEC77VE OPENING WHEN AFFECTED BY SIDEWALLS. 1=:-_1 I F9E 11 11 =l I Fii I FLOOR DWN TO SANITARY SEWER CAPABLE OF DRAINING A FULL RELIEF VALVE DISCHARGE PER OPSC TABLE 7-4 I ;if MIN. 2" BORE -::I I E T IT i 11F; - 12" MIN VERTICAL SIGHTED, DRAIN TTIE 11 EACH END Ge m Ge 2N = I I 1=1 11 1 1 SUPPORT' 4 1 1 PIPE PER CODE BRICK oo r%. NOTE 5 !EIJI NOTE SUPPORT q BRICK cso. V Z X TE -if t-1 :::I I FJJV I I_V NOTE 6 fir: I 1=1 I NE-1 P111-R- 1, 1 17fi -B I I -I 1=1 I 1=1 I E 4- DIA jim- ELEVATION 9 H R INCOMING SCHEDULE 80 ALL PL UMBING FROM METER TO (D APPROVED REDUCED PRESSURE SACKFLOW ASSEMBLY INCLUDING FACTORY SUPPLIED SHUT-OFF VALVES: AS LISTED ON THE ADD17IONAL CONSIDERATIONS EQR ER S.- LE SERWCE CURRENTLY APPROVED BACKFLOW PREVENTION ASSEMBLIES LIST SPECIFIED BY OREGON DEPARTMENT OF HUMAN SERVICES. _H PVC PLUMBING BY THIS ELL TO BE SCHEDULE 80 PVC 1. FIRE SERVICE ASSEMBLIES SHALL BE INSTALLED WITHIN 10' OF EWEB, SUB OR RWD POINT OF CONNEC77ON (GENERALLY LOCATED AT 7 E PROPERTY LINE), LICENSED PLUMBER 2. ALL PIPING PRECEDING THE DOUBLE CHECK VALVE SHALL BE CONSTRUCTED OF POTABLE APPROVED MATERIAL PER OPSC TABLE 6-4 318' X 3116' WASHED ROUND PLUMBING FROM THE CONNEC77ON TO POTABLE WATER SUPPLY LINE TO THE ASSEMBLY REQUIRES A PLUMBING PERMIT AND MUST X ROCK MINIMUM 4 DEEP BE INSPECTED BEFORE COVERING. 3. NO OUTLETS OR cowmnoNs (INCLUDING HYDRANTS) WILL BE PERMITTED ON FIRE SERVICE LINES PRIOR TO BACKFLOW PREVENRON ASSEMBLIES, L COMPACTEDIUNDISTURBED EARTH 4. ABOVE GROUND ENCLOSURES FOR FIRELms SHALL INCLUDE INSULATION ANDIOR HEAT SOURCE DESIGNED TO KEEP ENCLOSURE AT A MINIM _4 UM TEMPERAJVRE OF 40 F (NFPA 8.16.4.1-3) AN INITIAL TEST PERFORMED BY A STATE CER71F7E0 BACKFLOW ASSEMBLY TESTER IS REQUIRED AT THE TIME OF INSTALLATION, AT 5. WHERE NON-FOOD GRADE ANTIFREEZE, CORROSION INHIBITORS, OR OTHER CHEMICALS ARE ADDED TO A FIRE PROTECTION SYSTEM A REDUCED PRESSURE BACKFLOW ASSEMBLY OR REDUCED PRESSURE DETECTOR ASSEMBLY SHALL BE USED. LEAST ANNUALLY THEREAFTER OR MORE,FREQUENTLY AS REQUIRED BY THE WATER SUPPLIER. COPIES OF COMPLETED TEST REPORT SHALL BE FURNISHED TO:, REFERENCE: OREGON PLUMBING SPEC14LTY CODE, CHAPTER 6 WATER SUPPLY AND DISTRIBUTION, 603.4.6.3; 603.4.6.4; 603.3.3; 603.3.4, 603.3.8; 603.4. 1&3, TABLE 7-4 OREGON ADMINISTRATIVE RULES 333-061-0070 (5) (12) THE 0 WNER REFERENCE. (15); 33,3-061-0071 (10) THE WATER SUPPLIER (SUB) THE BUILDING OFFICIAL ck qNTR,11 T Z UBLE CHECK VFIAX L V__E -BA C KFL 0 PREVENTER C1 vu & FILTER D -0 VALVE REDUCED PRESSURE BACKFLOff NOT TO SCALE NOT TO SCALE, Lu (j FWN SEE FRAMING P COMPOSI TE CL A SS 8 SHINGLES FLASHING AROUND ROOF FRAMING: ROOF EDGES, TYP, LAN OVER 30 LB. FELT LLJ LLI Ij fl tj'l j Uy_[_:"Rj_j -ILL OVER x4x8' CDX PLYWOOD c--2x10 *2 DF P.T. -1 L! I I L j L FT 1-11-1 [1 - RIM RAFTER, TYP. L _ul L11j_u JI- IL ti. J.- J (HORIZONTAL) BEARING AREA OF THRUST BLOCKS IN SQUARE FEET, (VERTICAL) VOLUME OF THRUST BLOCK IN CUBIC YARDS F1 T TING SIZE TEE, WYE, DEAD END AND HYDRANT STRADDLE BLOCK 90 BEND PLUGGED CROSS TEE PLUGGED ON RUN 45 BEND 22 BEND 11-114 BEND 90 BEND 45 BEND 22-112 13END 11414 BEND A-1 A-2 4 1.6 1.4 1.9 1.4 1.0 --- --- --- --- 6 2.1 C7) 3.0 4.3 3.0 1.61 1,0 7 1.3 --- --- 8 3.8 6.5 5.3 7.6 5.4 2.9 1.5 /.0 2.3 1.1 --- --- /0, 5.9 1 10.2 8.4 11.8 8.4 4.6 1 2.4 1 1.2 1 3.7 1 LB I-TRASH ENCLOSURE HSS 4x4, TYP NO TESI FENCING DESIGNED I. ABOVEIBEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 BY FENCE DESIGNER. co co POUNDS PER,SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING NOTES: u.. %;L %.L. 1. CONCRETE BLOCKING TO BE POURED AGAINST' "-%* co UNDISTURBED EARTH. 2. ALL CONCRETE TO BE CLASS 2400 MINIMUM. 3.1 INSTALL ISOLATION MATERIAL BETWEEN PIPE ANDIOR FITTINGS BEFORE POURING CONCRETE BLOCKING. a 4. CONCRETE SHALL BE KEPT CLEAR OF ALL JOINTS AND ACCESSORIES. 5. TIE RODS SHALL BE DEFORMED GALVANIZED COLD ROLLED Z i:z STEEL, 40000 PSI TENSILE STRENGTH, Lo , CL u *t L V) Nt or.. --- ; i : cz RODS FOR VERTICAL BENDS FITTING SIZE ROD SIZE, EMBEDMENT 12' AND LESS #6 30' 14' -16 1 *8 36' t"D J 0 QZ w N-t Q) uj Q 111COOCO L10C Inr- rULL YYIIVV M U/411VIV q Lij BEARING AREA TEST PRESSURE 150 x 2000 SOIL BEARING STRESS x TABLE VALUE LLj_ 0 co 0 2, ABOVE VOLUMES BASED ON TEST PRESSURE OF 150 PSI AND THE WEIGHT OF CONCRETE 4050 POUNDS PER CUBIC T-4' 0-3 >- 45 YARD. TO COMPUTE FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING EQUATION. Q VOLUME TEST PRESSURE 150 x TABLE VALUE) W z!: uj'o co COX PL YWOOD _1c ui A-I 2x RAFTER, TYP, "SIMPSON" A35 W1 lit w r4 2x RIM BOARD 8d ALL HOLES, TYR Q SLOPES 2X SLOPES 2X SLOPES 2X SLOPES 2X TEE CROSS BLOCK BEND 4x BEAM, SEE PLAN 14 14 SIMPSON" ECCO 48 HDG 3-#DIA. MACHINE BOLT Lq 8 A f k COLUMN CAP A T EACH P.4 WITH NUT, GALV. HSS COLUMN-,,,, PER PL A N 0 4' MIN YP. 116 1 \1 3 : M, hOOK INA-L <D kO CROSS TEE WYE MUM-AL BEND SOUTH ELEVA TION FOOTING L.4 FOO TING SEE SEE -4 (NORTH ELE VA TION SM) T Typ, 0 T OCjj7NG yp, 4. 4' 0 0 THRUST Dij, FRAMING CONNECTION 14 SCALE, N.T.S. SCALE, -3/40 =I _off 4 WEST EL EVA TION 16 I-Olt 0 4.2 t-of -of -OR (EA S T EL E VA TION 61M.) 14 Go ect 4XI 0 *2 DF P. T. HSS COLUMN A-4 jb cc -\Ot%- D=2 w ,, HSS 4x4xIA5 wl rLPIV /x, 3# (2) #3 HOOP TIES T YP. v !g CLR, wl S TD, HOOKS v7: _J TYP. i. W rz C.) cn zo 24" MIN. 24" MIN. CLEARANCEI 24" TYR 1.LEARANCE DATE 1 AUG. 2010 c\j CAST CONCRETE AGAINST 6-O" MW. CLEARANCE SCALE AS NOTED UNDISTURBED NATIVE SOIL. IF OVER-EXCAVATION OCCURS, NOTE., MOUNT IN CONCRETE SLAB SEC TION PER D7 BA CKFILL , ONLY WITH MANUFACTURERS RECOMMENDATIONS. BY JL8 CONCRETE, DESIGNER RF CHECKED *5, x 18" REBAR BY Rf- PIN THROUGH COLUMN RECOMMENDED PROJECT L L L V NUM13ER 09-077 CAST-IN-PLACE IL 2-O' DIA. CONCRETE FOOTING 24" MIN, 4 MIN. SHEET NO. END 48" ON. END CLEARAIVCF RPArfi\Jr. TYP o FARAmrp ','SIMPSON" ECC048 HOG, T YA 4L L 2x BL OCKING, T YP. 1L_ if nj) X J'x4x8' CDX PLYWOOD, STAGGERED, C7) TYP, 7 rLPIV /x, 3# (2) #3 HOOP TIES T YP. v !g CLR, wl S TD, HOOKS v7: _J TYP. i. W rz C.) cn zo 24" MIN. 24" MIN. CLEARANCEI 24" TYR 1.LEARANCE DATE 1 AUG. 2010 c\j CAST CONCRETE AGAINST 6-O" MW. CLEARANCE SCALE AS NOTED UNDISTURBED NATIVE SOIL. IF OVER-EXCAVATION OCCURS, NOTE., MOUNT IN CONCRETE SLAB SEC TION PER D7 BA CKFILL , ONLY WITH MANUFACTURERS RECOMMENDATIONS. BY JL8 CONCRETE, DESIGNER RF CHECKED *5, x 18" REBAR BY Rf- PIN THROUGH COLUMN RECOMMENDED PROJECT L L L V NUM13ER 09-077 CAST-IN-PLACE IL 2-O' DIA. CONCRETE FOOTING 24" MIN, 4 MIN. SHEET NO. END 48" ON. END CLEARAIVCF RPArfi\Jr. TYP o FARAmrp 4L L 1L_ if nj) X 7 2x10 #2 DF P. T.- AT 24' o.c. \ \1k -lit J IL rLPIV /x, 3# (2) #3 HOOP TIES T YP. v !g CLR, wl S TD, HOOKS v7: _J TYP. i. W rz C.) cn zo 24" MIN. 24" MIN. CLEARANCEI 24" TYR 1.LEARANCE DATE 1 AUG. 2010 c\j CAST CONCRETE AGAINST 6-O" MW. CLEARANCE SCALE AS NOTED UNDISTURBED NATIVE SOIL. IF OVER-EXCAVATION OCCURS, NOTE., MOUNT IN CONCRETE SLAB SEC TION PER D7 BA CKFILL , ONLY WITH MANUFACTURERS RECOMMENDATIONS. BY JL8 CONCRETE, DESIGNER RF CHECKED *5, x 18" REBAR BY Rf- PIN THROUGH COLUMN RECOMMENDED PROJECT L L L V NUM13ER 09-077 CAST-IN-PLACE IL 2-O' DIA. CONCRETE FOOTING 24" MIN, 4 MIN. SHEET NO. END 48" ON. END CLEARAIVCF RPArfi\Jr. TYP o FARAmrp PROWDE SALL DRIP DRAIN VAL V_E TO F.D,C, PER, FIRE DEP . DRAIN FOC, EITHER ON CHECK VALVE m C"'ONSTRUCTION NOTES, USE AMERICAN ELECTRIC SHOEBOX LIGHT FIXTUIN OSHA APPROVED GALVANIZED REQUIREMENTS OR WTH HORIZONTAL TAPPING SADDLE. LIGHTING A 0 TYPICAL PARKING LOT INSTALLATION 1) DOUBLE CHECK. DETECTOR (DCDA) & FIRE DEPARTWENT CONNECTION (FDC) SHALL WALL MOUNT CHAMBER LADDER URLITY VAULT 577 LA W1 CONFORM TO PUBLICIPRIVATE AGENCY REQUIREMENTS HAWNG JURISDICTION. 70 WATT Y- C N IES 41-2" IN 7ERIOR DIMENSIONS LIGHrING PA7TERN TYPICAL X 6'- 6" X 6 0". PRO WDE 0 2) DCDA AND VAULT INSTALLATION SHALL MEET SATE OF OREGON, H-20 RA TED LID OR EQUAL DEPARTMNET OF HUMAN RESOURCES, & HEALTH DIWS16N LUMINAIRE AND ARM WITH FINISH AS SFECIfISD REQUIREMENTS. 4" SCHEDULE 80 GALVANIZED S7EEL PIPE V) 5i z W 4" TRANS177ON COUPLING 0 J) CONC7RACTOR SHALL HAVENUEDCDA TESTED AND CERTIFIED FULLY FUNC77ONAL CAST-IN-PLACE CONCRETE DOUBLE CHECK- GALVANIZED STEEL ARM FOR STJEL poLr OR 4" FLG X PE SPOOL z ALUUINUM ARU ANODIZED To MATCH L11MINAIRE HRUST COLLAR WIN DETECTOR ASSEMBLY ACCORDING TO MANUFACTURER SPECIFICA71ONS PRIOR TO ACCEPTANCE BY OWNER. T > 0 60 mm (2-318'O.D. X 4 mm (0 154'9 (WLKINS MODEL 350 LA) 4" GLOBE OR WAFER STYLE SILENT 3 mm (118') THICK POL YCARBOMA TE RETAINER GLAND CEN7ERED IN 230 WALL. ALUMINUM ALLOY 606J-T6 77jff- FIRE SPRINKLER V) CHECK VALVE OR APPROVED EQUAL VMDAL Rks1srANT SHIELD WITH 4) FDC SHALL NOT EXIT THROUGH THE TOP OF THE VAULT CONCRETE (TYP. 80774 ENDS) I : 3 , :*,* %; ROOM 50 mm (2')SPACE BETWEEN LENS AND SHIELD. SHIELD REQyIRED ulvLESS 6 MIN SUMP PUMP DISCHARGE 5) ALL PIPE PENETRA 77ONS -THROUGH THE VAULT SHALL BE WA TER 77CH T PROWDE OTHERWSE NOTED 2-, ElrHER ST)11E SHIELD ACCEPTABLE) NON-SHRINK GROUT OR LINK SEAL AS REQ`D. 6" MIN -gap- GALVANIZED STEEL POLE r 6) BENDS, CROSSES AND TEES SHALL NOT BE INSTALLED VWTHIN 5-FEET FROM THE OR ALUMINUM POLE low 4 mm ALLOY rUSE) EXTERIOR OF THE VAULT. SM007H ANODIZED FINISH u uj A S SPECInW. 7) THE VAULT SHALL MEET OR EXCEED ASTW C 857 ALL VAULT CONCRETE TO BE EXTEND PIPE TO FIRE SPRINKLER ROOM, FDC TEE FL G TEE 615 GRADE 60. PROWDE FLG PIPE TERMINUS & BLIND FLG. 4,500-PSI AT 28-DAYS. REBAR TO BE ASTM A 10 XHHW S TRA NDED WIRE COORDINA 7E CONNECTION WTH MECHANICAL TO L UYINA IRE SHEETS 8) FURNISH & INSTALL, 114 HP SUMP PUMP ANDHIGH WA TER ALARM SYSTEM. 9) SUMP DISCHARGE SHALL BE PLUMBED TO GRA W TY STORM DRAIN PER IBC PRO VIDE COMPA TIBLE PLAN, LQ SPRING-ASSISTED LOCKI FIRE DEPT CONNEC77ON SET 36" MH BULB REQUIREMENTS. N(-;1 . ...... ..... ABOVE GRADE UNLESS OTHERMSE WA 7TA GE DOUBLE-DOOR GAL VANIZED '7 ^N REQUIRED BY FIRE DEPT' AS ON PLANS oz, )2 P6 DIAMOND PLA TE A CCESS HA TCH. SET TOP J" MIN. ABOVE F.G. > 7 OUTSIDE PAVED AREAS. SUPERWSORY MONITORING EQUIPMENT SHALL BE ROUTED IN RIGID CONDUIT 1Z MIN. 543 mm 10) POWER CONDUCTORS TO ENERGIZE EITHER SUMP PUMP OR 1% MIN. Z lei it PROWDE SCHEDULE 40 PVC CONDUIT OR APPROVED. COOROINA TE W TH FIRE 11) 170 (21-318' 1Z -(6-314") SUPPRESSION, MECHANICAL AND ELECTRICAL SHEE IS.- F 200 m 4%( M I-EXTEND ELECTRICAL CONDUIT (8 L PROVIDE THRUST BLOCKS AT Ff T77NG L OCA 77ONS PER AWWA STANDARDS (THRUST GRANULAR BACKFILL mm (2') PIPE ADAP7ER TO VAULT, COORDINATE KITH BLOCKS NOT SHOWN). UNDER AC OR CONC. ELEC7RICAL CONTRACTOR SERVICE LADDER REf"LECTOR 12) BACKFILL AROUND VAULT USING CRUSHED ROCK IN PAVED OR SIDEWALK AREAS, OR MAINTAIN NATIVE MATERIALS IN LANDSCAPE AREAS. MINIMUM 3 CLEAR OS&Y VALVES W7H SUPERVISORY,:z DOOR fliAME TA MPER S W TCHES (VERIF Y 2" SCHEDULE 40 PVC SUMP PUMP 13) TRACER KIRE SHALL EXTEND INTO VAULT AND TERMINATE. PROVIDE ADEQUA 7E PLUMB TO COMPA 17BILITY WTH MECHANICAL DISCHARGE LINE. FREE WRE TO EXTEND 18". OUTSIDE OF ACCESS OPENING. COIL MRE AND SECURE SYSTEMS) GRAIVITY STORM DRAIN. GROUND L UG >6. KITH NON-CORROSIVE FASTENER ABOVE PIPE PENETRA770N. tqDE 18" MINMUM CO VER. PRO 76 X '127 IN LINE FUSE HOLDER H41VDHOLE 14-) BACKFLOW ASSEMBLIES SHALL HAVENUEWA7ERTIGHT PLUGS OR CAPS INSTALLED ON SUMP PUMP W TH POWER INSULA TED GROUND BUSHING ALL TEST COCKS. SUPPLY PROWDE SUMP PUMP ALARM. CONTRACTOR TO COORDINATE BOLT COV ST CON77NUOUS NO. 6 STRANDED WTH BUILDING CONTRACTOR TO CONNEC T --2" TRUE-UNION BALL VALVE COPPER WIRE 15) IDEN71FICATION SIGNS SHALL BE PROVIDED AT EACH VAL VE TO INDICATE ITS LEVELING NUT AND WASI U ER SUMP PUMP TO BUILDING POWER 2" BALL CHECK VAL VE FUNC77ON AND WHAT IT CONTROLS. CURB HOLDOO;W NUT AND WASHER 00 16) PRECAST CONCRETE VAULT SIZED PER BFP MANUFACTURER'S GROUT AS RE(2UIRED REQUIREMENTS AND WATER DEPT. RECOMMENDATIONS. .4 cj- 99EWALK OR ISLAND SURFACING SOL T SOUA RE TOP 102 mm (4) Of (6.72') Ljo C-TURER'S REQUIREMENTS AND WATER DEPT. CONCRETE FOUNDATION SHALL 17) CLEARANCE PER MANUFA 170.71 GA L V RIGID S 7FEL CONDUI T MAINING DEPTH LAJ BE SOUARE, RE, Q RECOMMENDATIONS. MAY 6E ROUND OR SOUARE IN FOUNDATION 50 mm (2')UIN. o 80L T CIRCLE 18) EACH VALVE SHALL HAVENUEIDEN-17IFICATION SIGNS INDICATING ITS (4) 18 BA RS CONDUIT TO JUNCRON 6OX.za—,i_` 229-2,54 mm 0 FUNCTION WHAT, IT CONTROLS 6.7.4 6" LIFT, 314$p MINUS, (9 ro 10,9 COMPAC7ED CRUSHED 1?0 K, Z (4) ANCHOR 80L TS (ASTY AJ07) LAJ 457 FULLY GAIVANIZED _914 mm(i6LONG 25.4 mm (I IN)DIA. W17H PROWDE COMPATIBLE fIANGE SUPPORTS1___ I I , 1. (9 J14 V) SEC TION_ 82.6 HOOK. BASE SOUARE CR 0 HOOPS' ON J05 mm CEIVIERS (12 r4LOW FIRE P`OTECTION DOUBLE CRECT-*r D_RTECT0R,,.RA CK PREVENTER NOT TO SCALE 76 mm MIN. CLEARANCE (7`Y) (J" -OUIVDA //'770//%V/ 762 MIN DIA. 4,000 PSI CONCRETE F (130") (PLACE IN ONE POUR) 25 zl/ 0 PA VING (D co w COL L EC TION OVERFLOW FACILITY INFIL TRA TION PARKING AREA UO ry MANHOLE BEYOND PIPE SIZE PER SNEE T C5 "7x o BASIN BOTTOM 478. WHEEL S TOP v COPPERWELD GROUND ROD, 476.50 RIM. 20 478.35, \1, 4 S7TEL "D ALUMNUM 16 mm X J m MIN. (518 "D IA. X 10 F T) A INL E T PIPE Oig Ws WTH AN ACCESS16LE CLAMP. p ALIATION 1c SEE SHEE T C5 FOR SIZE & x NOT TO SCALE t:to 0 FOR OUTFAL 47ZOO 47ZO > < / L x X NA TIVE SOIL r77 'POLE -7:, 7— x LIGHI Z, c/ NOT TO SCALE 3" QUARR 'M\ P-4 v _x SPALLS 16 24' OF PLANTING PERMEA BL E FIL TER 18" OF GRA VEL DEPTH SOIL DEP TH FABRIC 2 4.5 4.5 DITCH INLET DErP A IL A A 15, NOT TO SCALE INMIRATION D"V CROSS SM70N #SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL REQUIRED U2 RAINGARDEN SECTION cn 4) 1.4 (D A-4 NOT TO SCALE COLLECTION OVERFLOW FACILITY PA VING PARKING AREA PA VING MANHOLE 9EYON0 INFIL TRA TION WHEEL STOP OR RIM, 477.70 PARKING AREA BA SIN 80 T TOM CURB W1 TH of 47780 (\I, WHEEL S TOP OR 11,47 7.8 4 76.20 CURB WITH CUT-OUTS CUT-OUTS 0 477.00 47Z DA TE 1 AUG. 20 10 PERMEA BL E FIL TER xx BRIC FA /0 SCALE AS NOTED X, 7 KN DRAWN W STORM PIPE \Z, N'\ BY JLB \/X\/X\/x\\//N x-,,/x\//\\//\\/21Lz1S// X\1 SEE SHEET C5 /X//,//x FOR SIZE 247 OF PLANTING DESIGNER RF NATIVE SOIL 18" OF GRA VEL SOIL DEPTH ;4 DEPTH CHECKED § -BY RF 4.5 8 4.5 /7 PROJECT NUMBER 09-077 IMMIR4770N IMSM CROSS SHEET NO. 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SEE SHEET C8 FOR POLE AND FOUNDATION DETAIL FURNISH AND INSTALL AMERICAN ELECTRIC LIGHTING A VL SERIES 400 WATT Q PS METAL HALIDE, 277 VOLT PULSE START, FULL CUT -OFF, ASYMMETRIC DIST. QO HOUSE SHIELD LUMINAIRE, MODEL *AVL- 40M -SC- 277- AM- DG-P9-DDB, INSTALL 9/ LUMINAIRE ARM WITH 5 TILT, SUBMIT CUT SHEET PRIOR TO ORDERING S EXTEND TO BUILDING ELECTRICAL PANEL WITH BREAKERIDISCONNECTJ SEE ELECTRICAL NO TES= I. CONTRACTOR TO DESIGN BUILD PARKING LOT LIGHTING. THE PLAN SHALL Q. cl INCLUDE BUT IS NOT LIMITED TO WIRING SIZE, VOLTAGE, CIRCUIT BREAKER AND DISCONNECT. SUBMIT PLAN TO THE ENGINEER FOR APPROVAL.' - 2. CONTRACTOR TO OBTAIN ELECTRICAL PERMIT, AND COORDINATE REQUIRED INSPECTIONS. 3. LIGHT POLE FOUNDATION INSPECTIONS ARE REQUIRED PRIOR TO POURING CONCRETE. 4. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE. Lo E i m 3 a4 1 r2 - SL i v <` 35.71' AC ...... "•,. 12 ;I .. c==== J8 Lij SD p_ 0 12 n a! '.= JB PS PS Z . _,.__.. 1 OO OO S i { , ;a. - L SIB . •.; .,__- -___._ I-- 14.1 mf. "-F. .. • t I r d '/''\T C PART OF PHASE 11 4 VIT e I ._. VISION CLEAR DElELOPMENT 6 VIT c,i 6 OB .; t> ZONE - NP. 11F I. / 6 RHAK 3 MA a r.r •_ \ 1 GOE 3 VIPT 11 HE50 1 AGRO .,... -you • , _ .. ,,, ' ..,.,, ---- 1 I V 3 Y ` iPT • GIB V • EUt 1 _ .., 3 BEJ 6 EU 3 3 EU BEJ 3 , . RHrK 3 TPH 4 TPH 3 M 4 TP N Ia.PIFF 4 TPH 6 PIF F LLLLI 8 PCM i LAN SM F T . 1%1..E i P i KEY ', OTY. BOTANICAL NAME COMMON NAME MIN. 51 ,ZE GEaM MENTS TR E E5 AGRO 4 Acer rubrum 'October Gior ' October Vory Maple 2" cal. Matching, limbed up to approx. 6 ft. SEJ 6 Betula jacquemontli Jackmonti Birch 2" cal. Matchin ,full, Be SENG 12 Betula ni ra 'Cully' Herita e Birch 2" cal. multi -stem, full, Be GOE 2 Gornus 'Eddie's white wonder' white wonder Dogwood 2" cal. single stem, Bas, matching, full CD 5 Calocedrus deecurens incense Cedar 10' ht. Matchin ,foil "FRLA I Fraxinus latifolia Ore on Ash 2" cal. full, 154B 0R 4 Quercus rubra Red Oak -Matching, 2" cal. matching, limbed up to approx. 6 ft: 5K 4 5tewartia koreana Korean 5tewartla 2" cal. sin le stem, 1345, matchin ,full TIC 14 Tilia cordata Little Leaf Linden 2" cal. Matchin , limbed u to approx. 6 ft. TPH' 1-7 Thu'a pli cata 'Hogan' Hogan Red Cedar 8' ht. Matching, full, saB Z5 15, 24 Zelkova serrata Japanese Zelkova 2" cal. Matching, limbed up to approx. 6 ft. SHADE TREE GROUNDGOVER (RUG) ORNAMENTAL TREE GROUNDGOVER (MAR) SEEDED SYVALE BOTTOM CONIFEROUS TREE (5EE NOTES) 1 5HRUB5 ani irnvco i ti,f GT 10 GholS a ternata Mexican Orange 5 gal. matching, full, staked 005 50 Cornus sericea Red -Osier Do wood 5 gal., matching, full E5N 36 Eecal Ion la 'Newport Dwarf' Newport Dwarf E5calionla 5 21, matching, full EVA 36 Euon mus alata 'Com acta' Burning Bush 5 gal matching, full MA BI Mahonia auq,uifollum Oregon Grape 5 gal. matching, full MG 1-1 M rica caiifornica Pacific wax Myrtle 5 gal. matching, full OB 26 Osmanthus x burkwoodil Burkwood Osmanthus 5 al- matching, full P;FF 12 Plerle Forest Flame' f=orest Flame Pieris S gal. matchin , full PLO 28 Prunus laurocerasus 'Otto Lu ken' Otto Lu ken English Laurel 5 gal. matchin ,full PHG 20 Photinia 91abra Japanese Photinla 5 gal. - matching, full RHAk 24 Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full RHG 11 Rhododendron 'homer waterer" - Comer waterer Rhododendron 5 al. matching, full RiB 4 an Ribes s uineum Red flowering Current 5 gal. matching, full 51=D 1-i 5 iraea dou la5ii westerns iraea 5 ai. matching, full YiD -15 Viburnum davidi! David Viburnum 5 41al. matching, full VIT 154 C) Viburnum tinus 'Spring Bou uet' S rin Bouquet Viburnum 5 al matching,_ full VIPT 14 Viburnum iicatum tomentosuim - Double File Viburnum 5 al. match in , full + EXISTING DECIDUOUS TREE LAWN EXISTING CONIFEROUS TREE SHRUB5 ICI BULBS OR • PERENNIALS NOTES U / GROUNDGOVERS, GRA55E5, BULBS AND PERENNIALS AU 24" o.c. Arctosta h io5 uva -ursi Kinnikinnick 1 al. matching, full GAO 24" o.c. Carex obnu to 51ou h 5ed a B.R. ejugs matching, full CIO 18 Camas9la quamash Camas - bulb large HE50 65 Hemoracallis 'Stella D' Oro' Stella D' Oro Daylily 1 gal. matching, full JUE 18" o.c. Juncus effusus Soft Rush B.R. plu s matchin , full MAR 26+ Mahonla repens creeping Mahonia 1 gal. full, 24" o.c. NADL 58 Nandina domestica 'Lemon Hill', Lemon Hill Nandina 1 gal. matchin , full PO 3O Poi stichum munitum Sword Fern 1 gal match in , full RUG 24 "'o.c. Rubus cal cinoides Creeping Rasberr 1-gal. matchin , full 1. SEE SHEET LA -1 FOR DETAILS, SOIL PREPARATION AND IRR16ATION SYSTEM DESCRIPTION. 2. SEE ENGINEER'S DRAYVIN65 FOR SITE GRADING INFORMATION AND STOR.MHATER FACILITY SECTIONS, B. SEED MIXTURE AT SHALE BOTTOMS TO BE 'NATIVE WETLAND5 MIX BY SUNMARK SEEDS, 1 -868 214- 1333. SEEDING RATE TO BE 1.3 POUNDS PER 100 SF. LANDSCAPE PLAN, r. x t f -A f NORTH Is • 279 David J, Dougherty OREGON i nr i i i ppip G3 • ii • a no " • oil is ®i R% a 0 " Ill ` fin oil , sir fill i11 CC #Q Uj i Zj i 0 LL • M r i ii ILL • CL LU vo; F F. W z W CL C) i LLJ U) Uj ---) 0 • • DATE: SEPT. i - REVISIONS: • DWG r r 11 I !L z L d I~ IL d z Ix C z it d u IS)u u TREE IN PLANT BED OR LAWN (PLANT BED SHOWN) T f ='ICAL. 5TREET TREE F''L.ANTIN& GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1!3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) MULCH RING KITH SPADED EDGE AT LAWNS (SIZE AS SPECIFIED) CONCRETE Y`IAL.K OR CURB PLANTING 501E SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH SIDE OF TREE- AT NURSERY. ROTATE TREE TO FACE MARK NORTH WHEN PLANTING. L _ L.z „ _ SGZ"lON GTION _ SGTiCN 5G,4L.. 1/2 1-O - 5 _ / a' Gr?1... 1/2 1-Ca 5Gr4L.. 1 /2 1-O w a A. 501L PREPARATION LAWN AREAS 1. FINISHED ELEVATION OF SUB -BASE TO BE ,5" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO At DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT A RATE OF 20 L55. PER 1000 5F. ROTO -TILL AMENDMENTS -AND TOPSOIL TO A DEPTH OF 8-10" MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, GRUMBLY COMPOSITION AND 15 NOT COMPACTED. SUB -BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE- BOIL CHARACTERISTICS ARE' UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE, a: PLANT BEDS CIL 1. FINISHED ELEVATION OF 5UB -BA5E TO BE 18" MINIMUM BELOYV FINISHED (S AVE. F to 2. TILL 5UBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL: 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 UJ FERTILIZER TO TOPSOIL AT THE RATE., OF 20 LBS. PER 1000 5F. ROTO -TILL AMENDMENTS AND TOPSOIL TO A °""""' DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BED5. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. RAIN GARDENS u t 51=E ENGINEER`S DRAWINGS FOR SOIL DEPTH, 2. PLACE SUBORADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOP501L AT THE RATE OF 20 LB5. PER 1000 5F. ROTO -TILL AMENDMENTS AND TOPSOIL TO A cn < DEPTH OF 8" MINIMUM.. 3. PROVIDE 3" DEPTH OF 1 -1/2" ROUND RIVER ROCK MULCH OVER ALL SWALE5. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. j C. SEEDING' t 1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 2. CONTRACTOR RE5PON51BLE FOR MAINTAINING 5EEDED AREA THROUGH ESTABLISHMENT. 3. RE -SEED ANY AREAS AS NECE55ARY TO ACHIEVE FULL HEALTHY TURF. )z //o D. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. OUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. ( 5. PROVIDE PROTECTIVE FENCING AT EDGE OF OR, ITIGAL ROOT ZONE OF EXISTING TREES TO REMAIN. („j, j IRRIGTATION 9'r STEM PESGRIFTIOhI cr 0- 1. COMPLETE IRRIGATION DESIGN WILL BE SUBMITTED FOR BUILDING PERMIT. 2. SYSTEM YYILL PROVIDE HEAD TO HEAD COVERAGE, DATE: 23 SEPT. 2007i 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 4. SYSTEM WILL PROVIDE 5EPARATE ZONES FOR DIFFERENT 50LAR ORIENTATIONS. REVISIONS: 5. HEAD LAYOUT WILL. MINIMIZE OVER5PRAY ONTO PAVED SURFACES. 6. SYSTEM WILL BE OPERATED AUTOMATICALLY. T DRIP IRRIGATION WILL BE INSTALLED AT PLANTING AREAS TO BE REMOVED FOR FUTURE PHASES OF DEVELOPMENT. D14IG NO. ss FOR FLAN REVIEW ONLY NOT FOR CONSTRUCTION. LANDSCAPE DETAILS AND N LA-2 KA hic COPYRIGHT 2009 t- 1-- or Z <0 J. W_... IL U } Ln u W _3 Q .. O 'r N a: %we 0 LL Z w Lo 3 < o 3. CL L.L. . it Q w a A. 501L PREPARATION LAWN AREAS 1. FINISHED ELEVATION OF SUB -BASE TO BE ,5" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO At DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT A RATE OF 20 L55. PER 1000 5F. ROTO -TILL AMENDMENTS -AND TOPSOIL TO A DEPTH OF 8-10" MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, GRUMBLY COMPOSITION AND 15 NOT COMPACTED. SUB -BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE- BOIL CHARACTERISTICS ARE' UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE, a: PLANT BEDS CIL 1. FINISHED ELEVATION OF 5UB -BA5E TO BE 18" MINIMUM BELOYV FINISHED (S AVE. F to 2. TILL 5UBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL: 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 UJ FERTILIZER TO TOPSOIL AT THE RATE., OF 20 LBS. PER 1000 5F. ROTO -TILL AMENDMENTS AND TOPSOIL TO A °""""' DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BED5. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. RAIN GARDENS u t 51=E ENGINEER`S DRAWINGS FOR SOIL DEPTH, 2. PLACE SUBORADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOP501L AT THE RATE OF 20 LB5. PER 1000 5F. ROTO -TILL AMENDMENTS AND TOPSOIL TO A cn < DEPTH OF 8" MINIMUM.. 3. PROVIDE 3" DEPTH OF 1 -1/2" ROUND RIVER ROCK MULCH OVER ALL SWALE5. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. j C. SEEDING' t 1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 2. CONTRACTOR RE5PON51BLE FOR MAINTAINING 5EEDED AREA THROUGH ESTABLISHMENT. 3. RE -SEED ANY AREAS AS NECE55ARY TO ACHIEVE FULL HEALTHY TURF. )z //o D. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. OUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. ( 5. PROVIDE PROTECTIVE FENCING AT EDGE OF OR, ITIGAL ROOT ZONE OF EXISTING TREES TO REMAIN. („j, j IRRIGTATION 9'r STEM PESGRIFTIOhI cr 0- 1. COMPLETE IRRIGATION DESIGN WILL BE SUBMITTED FOR BUILDING PERMIT. 2. SYSTEM YYILL PROVIDE HEAD TO HEAD COVERAGE, DATE: 23 SEPT. 2007i 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 4. SYSTEM WILL PROVIDE 5EPARATE ZONES FOR DIFFERENT 50LAR ORIENTATIONS. REVISIONS: 5. HEAD LAYOUT WILL. MINIMIZE OVER5PRAY ONTO PAVED SURFACES. 6. SYSTEM WILL BE OPERATED AUTOMATICALLY. T DRIP IRRIGATION WILL BE INSTALLED AT PLANTING AREAS TO BE REMOVED FOR FUTURE PHASES OF DEVELOPMENT. D14IG NO. ss FOR FLAN REVIEW ONLY NOT FOR CONSTRUCTION. LANDSCAPE DETAILS AND N LA-2 KA hic COPYRIGHT 2009 t- 1--