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RECE VE {` 27 2013 �? � A,'N, 7 201 � 0 UL Qlffy � D I tRD1. ILDINT GDIVISION PREPARED FOR: rn cn a REGENCY CENTERS 0 TIGARD O N I= r' 8. � � _LO INDEX OF SHEETS _- BEAVE TON AN ON R _ • _ T_ _.__._ _.-_ . ---_ --_" - ' .. -7 Y RD xu ___..____.__.___.__��. OLLS FER - C0.0 COVER SHEET - SCH - __ — .... � .. � F C1.0 EXISTING CONDITIONS PLAN ' anPF" . ..�'J+'�..'•7� ..._•_'iC „qb a-^-. ._. I- � __-. „wn.<,.m,6:ww.,,.3.i _.,.w..,ww....V.w..R.ww.,.w..ww... ...:M,.....wwA.wwww...,.K e C1.1 DEMOLITION PLAN i 0 S . C 2SITE PLAN — �a �v�s• { � � �,, y�<< C2.1 SITE DIMENSION PLAN C3.0 GRADING PLAN NORTH ,--- EXISTING o C3.1 GRADING PLAN - SOUTH RETAIL& ' _w..__ -- `� . `• R r . it � •w.f CRY C3.2 EROSION CONTROL PLAN RESTAURANTAlt •'�'' C3.3 EROSION CONTROL DETAILS C4.0 UTILITY PLAN ► ..� y` A �. f } � I C5.0 SITE DETAILS -� .<..•..��� ......,.� . . _��: ..�_. _ .. ,r ZONING. C-G(PD) 1 . TIGARD C5.1 UTILITY DETAILS I - .-f♦: _ f PROJECT SITE C5.2 UTILITY DETAILS IIF, --- r v L1.0 LANDSCAPE PLANTING PLAN 1-1.1 LANDSCAPE DETAILS AND NOTES ' -. ;� '�_�_+tom...-__ `•� .. "r.✓,'+' y^ `. . �, r r" .. EXISTING i / � `•,r''+`"__. r'` ✓' -. 4 ` ''": }ice \. w RETAIL& .- ,' ,r: r _/ � ..,,• ` , r TTTj `. d/ / - RESTAURANT ._. -'� �Y st'1yJ„r�_._._...... '1 r rr/' / r _•r_ . .',.II, ( ''9 +-P^`.>��i s' ?� -'a- r V S;}I a l !g..��4• ,....-._.Y. ;,Lf.•.. ��r , fit.•p Ff..•;' • :i f ( v< yJ :t { Ak VICINITY MAP . �-- ;. l }. r•T• a r r t e 1ptd" f A°•, i• :f SCALE.• NTS .. - - :.j -.K•-„,,i' `. -,•ie: ve-'r'-f -z`��t,2!'_.n.'r"'t•• :4--y•/ J __ ._. .1`*..a: 'r"4?.'.cud"i..,.au'»¢r+i,`' hp tr. •''i, i+1,;.L.,i,.p - '}- �-e^ .y:'. - ''•TJ.°r: f�'J,`: •.+J,E';,", f.,,..,,r`J.,?Y... ,yrJ�.j:.a j -,! JsJ# f1•:• flr:*I� I/(T7<7Tr1oIr<f.J ,lr:`IJr, W J , >— uj 1 t x EXISTING RETAIL PROPOSED WHOLE FOODS ,.R IrJ r� 'a: t {' / W W J • 'J! 'I<1 J ( ! it I fI J `l J J Ii J f ° /JFJL�I e 1//r'a`.S ,d w,.:::a... I rite ; f, a�/>�,/.f•(.�', ( JJ <J JJ J J Jf• $ I ) r r .,. .,,.................... ._....a.•...__.._._.._..__-_._.- .......,....,.,,,.........,..w..,.....«.,...._.._='..°:!,..........__-•_...•--,w..,,r:• &,,: .-_......_....I ...,,.. ..+-i 4 ,_.. _ ♦ `-.mnm.- ...•_..earmanemaae-- ".""e_,:..,.e i_ ...._.-.-...-.. p-..r.. SITE MAP ' x SCALE: NTS � . . r SITE INFORMATION BASIS OF BEARINGS VERTICAL DATUM SITE DATA OREGON UTILITY NOTIFICATION CENTER z BASIS OF BEARING WAS DERIVED FROM THE FOUND AND ELEVATION DATUM: CITY OF TIGARD(NGVD 29) TOTAL SITE AREA: 7.64 ACRES F=- LOCATED ON THE SOUTH SIDE OF SW SCHOLLS FERRY RD. BENCHMARK: 2” BRASS DISK IN MON.BOX TOTAL DISTURBED AREA:0.95 ACRES 1-800-332-2344 STATE HWY 210 HELD MONUMENT MARKING THE SOUTHERLY BOUNDARY oc LOCATED IN SECTION 34,TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE SUBJECT PROPERTY. BEING N89052'27"E PER BEING SECTION COR 27/28/33/34 w WILLAMETTE MERIDIAN, CITY OF BEAVERTON,WASHINGTON DEED AND SN 20,833. LOCATION: INTERSECTION OF SW CONESTOGA DR. o AND SW 125TH AVE. COUNTY, OREGON 'w ELEVATION: 240.67 FEET 0 w ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THE RULES BY it CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS(503)232-1987). PR4r�ss CITY OF'IG ���' �C.�GINFFQ �0�9 Approved. 77876PE j Conditionally Approved.............. j See Letter to:Follow.................. GREG At�ael7ed.„■«■c.s.:sr:.sar[ 1 !, Permit Number: 1 s °y i p Address: �L sF jh' C. GN PROJECT TEAM By:. af .Date: -7 EXPIRATION DATE:06/30/15 OWNER CONTRACTOR CIVIL ENGINEER SURVEYOR ARCHITECT GEOTECHNICAL ENGINEER Approvedpians Shall be 0n ICb site. DATE 6/27/2013 REGENCY CENTERS JR ABBOTT CARDNO CARDNO GBD ARCHITECTS INCORPORATED GEODESIGN INC. DRAWN BRB ATTN: CRAIG RAMEY ATTN:ANDY SPRAGUE ATTN: SETH GAREY ATTN: ERIC LYNCH ATTN: MATTHEW BRAY ATTN: JULIO VELA 5335 SW MEADOWS,SUITE 295 307 SE HAWTHORNE AVENUE,SUITE 150 5415 SW WESTGATE DR.SUITE 100 5415 SW WESTGATE DR.SUITE 100 1120 NW COUCH ST.,SUITE 300 15575 SW SEQUOIA PKWY, SUITE 100 DESIGNED ( MDT LAKE OSWEGO, OR 97035 VANCOUVER, WA 98660 PORTLAND, OR 97221 PORTLAND, OR 97221 PORTLAND, OR 97209 PORTLAND, OR 97224 OFFICE COPS CHECKED KSR PHONE: (503)603-4726 PHONE: (360)597-2036 PHONE: (503)419-2500 PHONE: (503)419-2500 PHONE: (503)224-9656 PHONE: (503)968-8787 W PROJECT# 21303210 SHEET TITLE >o GREENWAY T (DWN 'CENTER COVER • _ SHEET NUMBER Como L.6. W LAND USE# --- I -- � � I 11 -,-- I - - I - - - - - - - - . . . � . . . . . . . . I . . . I . . - ,UNDERGROUND ACCURACY STATEMENT BASIS OF BEARING . STORM DRAINAGE TABLE LEGEND � v- . THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD I . 0 STORM DRAIN MANHOLE � ------- - EXISTING BOUNDARY LINE cq SURVEY INFORMATION AND EXISTING DRAWINGS. MONUMENTS MARKING THE SOUTHERLY BOUNDARY LINE OF THE I RIM EL.=234.9W �; . - THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND SUBJECT PROPERTY BEING N89052'27"E PER DEED AND SN 20,833. TOPOG-R-APHiC SURVEY IN(S)12"PVC I.E.=224.49- - - - - EXISTING CENTERLINE La) w UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN . OUT(NE)48-CMP I.E.=224.48! - - - EXISTING RIGHT-OF-WAY LINE = .0 SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT . . . SUMP I.E.=224.4,V I I -w ND UTILITIES SHOWN ARE IN THE EXACT LOCATION * LOCATED IN SECTION 34, TOWNSHIP 1 SOUTH, RANGE 1 WEST WILLAMETTE MERIDIAN, - - - - - - - - - - - - EASEMENT LINE = d . LL . INDICATED,ALTHOUGH(S)HE DOES CERTIFY THAT THEY ARE LOCATED AS DATUM STORM DRAIN MANHOLE 1 8 1 1 ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. DUE TO THE . CITY OF BEAVERTON, WASHINGTON COUNTY, OREGON (�) X - FENCE LINE,TYPE AS NOTED (D �9 ' ELEVATION DATUM:CITY OF TIGARD(NGVD 29) . . ' RIM EL.=229.94' . � = �w I HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING BENCHMARK:2"BRASS DISK IN MON.BOX . DATE OF FIELD WORK:APRIL 23,2013 IN(SW)48-CMP I.E.=220.67- w - NE -1-0 0 (n CONFINED SPACES,IT IS CARDNO POLICY TO NOT SEND FIELD STAFF INTO � . . 0) CL 'r ' BEING SECTION COR 27/28/33/34 . . I . IN(S)15-CONC.I.E.=220.5& ss - SANITARY SEWER LINE r- - ,Kt UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION. LOCATION:INTERSECTION OF SW CONESTOGA DR. . . OUT(NE)48-.CMP I.E.=220.57- I .0- 8 cv) I INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN AND SW 125TH AVE. - SUMP I.E.=220.41' SD - STORM DRAINAGE LINE (a v- 8 . . I-0 ACCURACY DEPENDING ON DEPTH,SIZE,FLOW,AND CONSTRUCTION OF ELEVATION:240.67 FEET (SD) - ASSUMED/AS-BUILT SANITARY SEWER LINE = .. . MANHOLES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE I . . (�) STORM DRAIN MANHOLE w wu) � I UNDERGROUND UTILITY LINES. . RIM EL.=229.61' (ss) - ASSUMED/AS-BUILT STORM DRAINAGE LINE of LL . . I IN(SW)48"CMP I.E.=219.42- - E - UNDERGROUND ELECTRICAL LINE � a I --l' OUT(NE)12'CONC.I.E.=219.46- 0 � . . . ---� SUMP I.E.--219.1& com - UNDERGROUND COMMUNICATION LINE 8 I . . . ---*� AfJ16+00 --� " OHW - OVERHEAD WIRE I C) I-- C'14 E ---l-...I .. . CURB INLET 0) cn ....- ...--'. . -:--;--. '. .'x.. I --- ...�.-!--.. (�) 8 --- ....��.i�.:"�1117,-.�:11�,�:�:�....,:.�;��l�,!,.. - - I-- . - .. - . .� ,:.-.. -1--��.........I.I�l:-,�l''.�,,�.;.,.-""..'�.�..�����z.����;.."...,.".��.I 122 TOP OF CURB EL.=227.56' G � ::� 8 � -�.� '' --- 111-1-1-1..- . I � I I -, - - ,�',"'-'.�"�"';-r- . -'i'x':'!--1:1 ;y- . -�- ..--,�- -- o.:-:�:'.....�'.- . -� -----� . U) -.11.1..-�`i.r':� -'�; - . - a �-- -1 VY.-�'��-:" .:m n.:' � .:��-,"'.;! ' I. .. :.I . , � I�-:-'4��t'-��- . � � GUTTER EL.=227.03' TS - UNDERGROUND TRAFFIC SIGNAL LINE a 72 ---`-2*-.-l-"' -..�. ,:!�:'�:��-"-�:;'w'� ""."'-.."--.-�--" -.' y��....--" 1.1-1.1 ."'...' - .' .. *��' '� -.--. -, .i..-.,���..�.�-ii��..::�:.,:..�..�r,-�4'.�.:"I� -"!, ........:' - :.� "I"], -.11 . -w:: , wi .,:.�-"�'�;'�'l � �: 5? -.-"�.����-.'�.�:'-7?-":�,.�',':,���I." -�-�. ...- , - I t- I I --.�.,:'...'- .;, ---.---'-� --- - - . - � . I -�'�� ..�--. ,. -�-�-!-�;.-'�'� - - , ,-; �i* -.- OUT NORTH , .- ';- . I 'w' - .�i -..:. �'�' ��,,�..;'�l�.1t.�.",.:::,�.,;i.�.'';.�,.,.,.,.,, .�' I.i . . . . --'---'--"--" '-- - ---:-----,' --- I I.-lo .- ";k-..---�. .1 * . -.1- - .1 1-11 �.-..-l-'z:;.�i.-1-,...-I-.�-:-- "-�,-:�'. - ,.�: . "'no . .�- -i 1, -� -4- CS:.- � 8 8 . --i.-:- - ��',-.".. I" ,�J.--�.'-� - . � -i :1075+07.49 . '---'j-'�'� ,7;,....,�*.'..4.;:��-�:.4,.,���_,�-tr�,���.-.i .:"��.--- k+00 .- , ----.::- -1...r . -..�!..:-."x-.�i' ' -:- . � ...--.- . .� ,--�.' 1, -\ \ - - BUILDING FACE co . I " i - ; - tiy-_�t-.,�-.1.1.1,.��.?f,.,:�*�.� .1 , - ': - 17 \ 17 17 , -'-"' ..'�� ;-�--��;-,.�;-��,�,�,��.��-*�,..!:��..'��i..,--,�,�lr'.'��,�,�,�*��-�..,.,�-�!'-,Ii-�-�.:!���l.;��l-.? .�,.-I,.,.,�.�:--.--:.�':'��:',-:"-,-�...I....--�1. \ \ \ \ \ \ -''.� . � "" - l" --..I A 1. m,k�:' --- . .1.1--.1-.1 ...; - , . . -.-:':c.:..-'..-- :. �' ,"""I"',11�:-:x,..-.*1�-;'.'",*"i,-..`�'��, - - j�**---- "--,��-�';'����'�:`�'-':"`�"'-'� 0 Lo Lj -.'.*-..:".:, �� ..,. ,; -t�:::�'4',� �k'. -��---,,; �.'�;.1. .. � ,, .1. I , ,-3.--,:,,-?r --�'�..'- ...I... ---:F � -...�.��' ,�., . , ..��.i� . - '11'� �I�.�;.;...; . .1. - . "�, '0 A" .7,-,'.'i.�:�'.,";,,j�:w-�.*i���.� - - . .,-.... �' 'li!:,� , , ,�'l.-:._�-.--Y-;W---r -,i�-;.. ..', - .� -�� �-��.�'",t, ,�.' -4 ::� -?,;:;�.� �' -;x� ---�] - .X.��."I, . �� . 1-� - .�..:-.7-� ;' ',.'--"w --,i,t;: iz--.--`."�'il'i- -"--�. ".-7l."�-.e!i'-' 6 . .';.-;'-.:"-j .k ., 1 STORM DRAIN MANHOLE .. 2 ,� , .- I - .:,,F.��-�--: . . .. . , .,, -:t x li-....'��.:'V-�-'.'.�:-' I � , , '.4�'- -,.-.,.,. iz I . ��-' --,-7",-, � '-� ' - IR I I--. "i:,i:. . -:----i.-.....-x;...-;��!" i�-� .- I �� - , -'.... �' i���,,-:"k�,'�,�,;":t-.�":.�.:��.;� ,.:�"�]':�. --l. 1. ' W I - �i ...,1. . �::�,,�.�..T...�;��l�-i�..'�,�--��j -'- ---�...-"�7 -� -., - - - - - . i.-....- - � . - - . ,..3�& , . -,.......��1117� � '-- , �,�;.?�.:�i���_-.��+.-�,,i�:�:r",..�.,r,.�:���, - � .1 ''.-...-.l-..-'7 ',. . - BUILDING OVERHANG LINE -�..'.:.;'.' .;'. '.--� ', "-," -�-"."`:-..!'."-� - -- .-�:�'f' .-w�.'�j���,--�."-.*;:m'�*,�.7,.::�:*:..-�,�-�, �-- 'aro - ..';,,"v'. _�.' q':'�-*--� '� + �I" - r"�;��� * , 't.'�r'--. ? 4 - . -':-'i��;Z--- v'. . - ; ��.:.��'. ..-,.:,.-.�.,..���.�.-l'.4"-.� '. - �� -'-; ...'; .;;T,..-- � ":X:�, . !.l;�:.;l-,-. -!`;.'o'tz-,Nz , 9- -i�� (�) CL I --- i -, - -- '.'��'� :�: --lr-'---'--- -� � . '�tp,'.- 4.; Z. -- . % :'�'�:�."'-, -,- , I�� �; 1� .I.-� ^' , -I I .. -it-�,t:),L. . -.�-:,:,-�.:'.�.:r;.'��:'.-,:Z"�"-- '- ' -f ,,-' ,- ----- . -4 I����.I�.;-� ,-� �"'-'-- � -`'' ' ' , -,,. ' ' -�!�:..�,..I:�,,.m�.�:�.-ic I �.t . ,,��.' -, : ... �-' i-'�'�- �4.i:'*;k:!"": ....,.f.11L , - ." ,�:11 I. �1-4'--"-*". . . �. . � I -.1 il-: i-;......4 "V m--'w � .I I - I- � -� ---,.' - : -- ..� J. I li Ir 6�- i's ,�-'-.'-,-"--'� � - -xi-- I ,..�.'.... - ,-',.� I ..". ;. - - -x i-'-'..--I 7 ; I I . 'CONC.I.E.=228.80' - � .'- .11 7- --�:,�?'---- 'i -t - . __ """' ' ' i-.:!'..--'""'(p " , - -'-:M;4-�---- - 'L" I.-1 -;"'� L. -- ; . ------------ - "-:!l-"]- � !� - " , I I ..V---'�� � RIM EL.=236.80' i�- ..-::-'. , -'��'.'?-t-;�il- � .i .� ,� , A, ..... i,i.. -I : i . , � ,� -�- , ,v - :'Z-'!'-' ' -.".� ,- i--,���.'.:.-���'�:' -x:. " t, :�42 1 ""� . - ,i i"-'..- ;-�...i�--�'i ----,.,.z rj.4.:;..':.�� �'�-'.�',-, -�� I- . I .. ':�','7.�:�--.'nf'z': .' - ;�'--.;i.4, ..- - I w � -.�.��-�,����.�.I.:�.,.�.�-.,,��!4��.,.�;:�. .1...... ��- , .. �' - , ,-----, ." �`,:��-, �. . . -1 1.tl �:� --i'.;!f . �3�90!1** ...-I.-..... .- , - -r. '. . , --i- -----.--,.-. �.;�k� ;-."�.",.���l:,�-���::�7,tZ.����-,;."Yl�;� !'*?�i��!-.--�'- - -",- :�-ra�'-�',��i� ,4 --i - a. , t ,��; .��"�.' - -� -��'�- - 7.t 3;��,.i:!'�---'!'�'-`..- - - - - ........�.,.!;;Ii,.�.;*�!'�:.,�'.',�.':�'.�'!.'-.*�L�. -1 . i�'-'..��-�-;�'k;-.---';'.-� 'b-, '.: !!� --�.. IN(S)12 -.. .-..--.-.'.-.,. .. . - -.- ,-'-'�Wi:4�;' .�'. .: --.... ::��'�4.��n.:4-i..............I- --- ., "---, - .1.1 ��-.' m-r.w�..�j?-'..'em--; - t fv*vlm--�"'" -- �. . . - . - i-�'.- . �-.. . . �' � I . . . ." 1. .1, -"',.' ,� �;' . .:'' � -.:, t�l -� , ':�'t'�� '.' ;'�".- I -�--' , - --?i-�1 � -11.1;-I...."', '� 1� :'��::";.'��'��i-... � . . . -4.".'.:"1�''-:1 .���':--:�' ':!� i?, -7. 't ' -- -'--�-�'--,v' ;' � -. .l. - . ::t�" .:..''I4:I 1.,";r::,; - - -:.� 1,�. .:.,k,.::, I - - - - - I � - . ."''. . �7't��:'� . - . . -CONC.I.E.=228.70- . -i -x-:--..- --:::-�- . . 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" ��';,'_�� ;� _ t;�-_:_-�..: --1---.-l"'--'-=mm- --',......'..---".-..-'--1- _ .."L"'w:1, , i��'3" ..........�'i'4.""',_� "_ 11 r.-ll L ,, .�-;':]*'"�"i . � ,I ��"�''i . - -.1 - 7--- - -0 . �- - ---- -- . . . __�� _im_ � 1. -.1- . - . - _ ,_ 14 " ''"' m _ --".-- - ... I . � _� L -1: -.." .. .��' . 11-i .' . "' '-�: - lx�-�.-'�': - 14''`�-�; . .1, ';?.-2--, 'n" � i!�-' 1, - 1. ;-1-1- -'� "":'n - - 1:M --I- ,!,::����:--..-.��,��.."""�,;,�, `L---- i� , '.7" , , --, 1 c0m-- 1.v :. ..'-I.... - �� ---' --.- , .1 I � t-:� �.. . _ ,A � . I �- ...,"t�.' - .-t. . ! .,-.� - I- iw� .11 i . . 1)"", '..'.. �i ":��'�-,I � �--' . . '�r-�:z'--- - - ��L7 ,'--,�,.-�-tt , '__j'.�1,x i 2 .�.t. - - _ -.1 1'- '-:',-:. ��'-�'L'�_. t'-:- -:z --� ,,":: --- i j i�LL�jt;-�j:4"�- .L -I .�I.-�',14.� '-.1. ,. �. ...-1-- '�.::..-, - -L, - - 1:'.- .-I- - - - - ' � N ...' � 1.� " . .I --.. . - UVIVI '. ,�!';�.�- '- --�'�A ,-.�Nt'x : 4 ��-,-'�' I � ..L. .. -1- .1 . . - - ; 4. . ';""'. ..f; - -- -�-, - � :".'*`�I�'.!*-"--�" ".-'�__ - - - -1 - ITIONS,RESTRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED I . , - I .1 , -11-111- ; . --!. --v 11 �--�i�i� : - ..,I -�:.�,�-'�-� . - - "�. ,;) ,- , � - - � '- I � ..t� - I �11,1.1 T.... ..... -� k:.. .. ::�'�. .___'�.--!. i ;.. � - w rl----.- :: - . c RpAk)-- qj'�L � I - .!"''LLL I. - L .".. o-'.- .�__1:"I :I,,,,,- W..-�'.�I....,-�--::;-- I'll . I- 11 � . . .1-11'.. - I . _ , u -;�.v.. --'. ,,, I I , L� �w - � .. el -....-I.�.�'---.-. --I- � � �-11-1.1,��::�,�l.-":�,,�",.�,:�1-1111I -ell- - - - -ly�-- L . - ...� . ,. �'.-�'!'L'-,- -, *11 .-,�1--.; . z-I-I 1'1-1-�-- -'--'�.- -1. DATE 1 6/2712013 -"-'-----*l "'L"""'.��:,-..'�,..*v.".�-�,',',,.';,i,.,�F'�;i,..'Ll.,����� �-,'I r - -;- i---'. JUNE 22,1979 AS FEE NO.79024332 OF OFFICIAL RECORDS,BUT DELETING ANY COVENANT, I -�- - � ' -:Z�*' -'�-�':L':z:." . ---- . .1 ;.. I CONDITION OR RESTRICTION INDICATING A PREFERENCE,LIMITATION OR DISCRIMINATION ='I��.�--'-�i'---- �- - r'nM I c F .... uvill ���-I . mf�� . . � . -- - - - :---.�i -;-4 BASED ON RACE,COLOR,RELIGION,SEX,HANDICAP,FAMILIAL STATUS,NATIONAL ORIGIN, DRAWN I BRI3 - '. j'-Ln I ,---X-=- - -F71 k ( "r-) //IN Y. . - I- -'l-...l"- -.:- 116 . . 3 s ' ? ' " - 11 I NN--------- 'f.vl. "V' . -I- i,'*-�;; � 'f.vl. 'f.vl. . . �. -�� ll-�l I 1,� - . v v 1-M.", , .n4 9.1 ' .. SEXUAL ORIENTATION,MARITAL STATUS,ANCESTRY,SOURCE OF INCOME OR DISABILITY. %., -ii-I..- ..- - �:� I .I ;'�. i��" x - '; .-:""'':' - ��... MT I -,;j.��'- �� - -. Z�.,i�:�!'�,. -,,..4f..,� �i � .1 . . '�� ,-i� - .;.; �'� �'�'-'� :� �'-�'� 2�L�;'�'."�'��j;'i'].'." ['..' :'."'".':L'I ;" :Z`,�f 1.'L a-I.,..11, k1j;Z ,, 4 ,, - �l,I ...' -, - - - �' - - I'\"' --� ,1--.---. -,,'.. ��w � "_ 113 �'�-. .I,. lk , '� _ _� ,. 1. �-�j�"; !':�!' -- , -, - .777. --l.I ; � _ �; DESIGNED I MDT -;."-':� .. --il-'- - : .-- - � -� '�- �'� . -'L; , -� - -5 , .'-- - - . _ :Kp.-FT!i�nT77, --�x- i, .�.- �...'�'.' ic- 't- -;,::,:1 I.-1.I .�, , ; -�11_-;-� -".:,:.-'',."i..:�,'�."�.L�-*:" -V�-pl ;:,. �...L" �--7'.-- �" '?"""",-,''.."..". . �N. ; .. �� ;�.h:,!.!�����,��-�.,t:�.�..�.�'-"-�;,...�.�.�,:�.." .�llp . � :-:.,_�!,!;:I-ii���;.�:��.:�:-�lk!:.I"t;":',::� .:��.�!;::i'.';.�L.:�A_ I -.- --:.7T-. j i..... (RECIPROCAL BLANKET EASEMENT WITH PROPERTY TO THE EAST FOR VEHICULAR AND ,i� :'.L.\! --.7'.�.7-'--.".. ,.�: -.-------- �. - �M .._ - PEDESTRIAN N89*52'27"E 599.111(599.02'D) . . �D . PEDESTRIAN INGRESS/EGRESS,AND UTILITIES) �- I KSR . . ACCESS MEADOW C/R. (PRIVA - BASIS OF BEARINGS- SW SPRING WOOD DR. I DOCUMENT(S)DECLARING MODIFICATIONS THEREOF RECORDED MARCH 28,1980 AS FEE NO. . . Uj PROJECT# 1 21303210 . . . I MEADOW CREEK APARTMENTS . . . . 80010910 OF OFFICIAL RECORDS. U) L . (CORRECTED LEGAL DESCRIPTION OF PROPERTIES AFFECTED DUE TO PROPERTY LINE SHEET TITLE - . ADJUSTMENT) I �- EXISITNG . - - - --- - . - - I I � I HELOW WEST OF MON SCALE., 1'�--40' SHEET NUMBER . PERSN25035 . 2 � . . � I I ! mm �� I . . . I I I w 1 40 20 0 40 �� - I - - � - - - r j .Z�_- -1 L 4 mfo- li w - '-' - r- 6 -- n7 AQ j � -� - -- -I -- - -I - - ,- -� , -- '- ' -. I ' ' ' -- '.1 " � I- - � - - - L - - - � - t -- ,- -- - i � .- . . w cl so . I � I I I I I 0. . I LAND USE# --- -----------,- L . I �. � - _ - - - - LEGEND . coM coM 4 . oHW �O' — — —— - EXISTING PROPERTY LINE ,a _ l,_._.._• _ coM . ° d° p W — - EXISTING CENTERLINE � w a �— coM coM oHW so — — - EXISTING RIGHT OF-WAY LINE � o -- Ts w SS - SANITARY SEWER LINE • — p COM V- 210 • d o HUI/Y ) s TE ,� _�m STA T" W N -" � HOOLLS FERRY R ( coM ____ � SD - STORM DRAINAGE LINE SW SC COM oHW TRD 12 /--TRD 0 _- - ��, � cv T `�.` O � coM oHW _--� oH• - OVERHEAD WIRE M 2 It C OM . . r • W - D d H III �' coM _ Sp BUILDING FACE `Q- T_ �' coM ° _....------ E - REMOVE CURBISTORM LINE W COM T oHW __---- _ sD ------ ---- - TS HW _-_____- TRD 12 coM SAWCUT LINE � . TS o _�..--- S TRD 14 TP d E p a d I TS TRD 13 TS •' • pHW ___--- - f SD SD m _. . •..4 • . d d - EXISTING CONCRETE SURFACE 0 E -- E. TRD 12 ( 0 N _------ Xl TIN oNW 4 __ I , E S G CONCRETE SURFACE to 0) $ SD ..: 4 . . "'dH _ $ 8 8 TO BE REMOVED � �r o ', _ Sp g - . SD E TRD 03 , --� ..---...... ----...._ .. . , - __._..___ ....._ __ _..___,-_...-"-"---__._--.".____.__. _ t0) N TRC 18 D _._. _�___ .._ ��_.__ _..._-..__ E r EXISTING GRAVEL SURFACE w `� r TRC 06 TRC 06 r�%'� ( .r ` . 1J r t- J : �•- TRD 10 /--TRC 04 'r - 20 f e w - EXISTING ASPHALT SURFACE ° _ _ ``` �� �r���w� f` TO BE REMOVED . 0 :_�. .� - . __ 17 ', 8 vJ !! l i - r ✓ 4 f � ^ _ ,.- !! I PROPOSED INLET PROTECTION _- "%' ij X ° r✓ .r'r� TRD 03 � TRD 02 �r .�" /� SSC r. r 8 11 0 - SANITARY SEWER CLEANOUT r TRD 04 '� TRD 06 �ti % TRC 16 EXfST/NG =- � ,. n_ � ® - CATCH BASIN-TRAPPED TYPE RETAIL&RESTAURANT j--=---=- =�=:ti TRD 03 TRD Q4 10 - - i 8 i - d i SDC TRC 1$ -:I w, o - STORM DRAIN CLEANOUT , ��, ( �� �� ( !�` TRD 03 - o " TRD 07 ~~ � �`` D - STORM DRY WELL ° ��� `E TRD 03X4 �' ` I � D - STORM DRAIN MANHOLE �` �, : = �.. _ J E I AREA DRAIN TRD 14 TRD 04 `� I a{ �4 ❑ E A TRD 04X2 PROPOS D W T S CU i r r J J t!> O - I� f 1- ROOF DRAIN TRD 12 ,.�. E _ `/ ` TRD 03 8 I s �1 �� - o ° E Q !t ❑O GAS METER . ., :%��, i ? 8 rr RD 06 f''! - WATER METER BOX .. 8 „' �' '' TRD 08 g 4 20 •''� �, � ��, T ,;%% ,:% 'I . FIRE HYDRANT TRD 08 ° 18 5 $ E ,•' `�� _�-%' TRC 14 °� d ° � �� fir' TRD o6 �:, �` - FIRE DEPARTMENT CONNECTION PROPOSED SAWCUT 4 6 �"'"' - SD ; I ❑ SC a '- ss ss ss �,�- s � ' S 1 I�1 - UNDERGROUND WATER VAULT t� SD asses �.GP 4 �) '�. `� 8 SD • ��f---.;, ® - WATER VALVE TRC 13 W ° Q �— �\{ ° Q 6 �� � SV ° d °' ° �``���f TRD Q4 ,lf � . ; ° �jQ - SPRINKLER VALVE a ° 10 TRD 04 �r/� °.� TRC 14 5 -,�` ,,=�� /' - - STREET LI HT i d r ,� f) ; G (COBRA ARM) f /% � 8 .❑ ❑❑� - SHOEBOX LIGHT(SINGLE) TRC 14 a , 4 / �, r%' ; -- 9 ❑ � TRD 04 0% r'%` TRD 04 TRC 14 ° d $ .'"� �:%i'� 8 �S 'r - f, 8 TRD 08 ELECTRICAL VAULT �� Y % TRC 16 TRD Q8 -y' .' = - STREET LIGHT JUNCTION BOX TRD 10 I �� tv r , TRC 02 p `~ 8 8 �, ��-`,�`�� `" _ r r' �� r ,,, a -O- UTILITY POLE 4 f �. TRD 06 l TRC 02 w �..� ��, '' "' TRD 12 ;r %' ° ❑ - TRANSFORMER TRC 02-� =-'� ,.�''`'f ~ � �• '� TRD 02X3 PROPOSED SAWCUT V �. . / „r — `, �� :sem" TRC 02 l TRD 04 �� 8 °' t � ` .� 1 w . _.-_ - ELECTRICAL Ri 1 ll ��. T ti SER TRD 03X6 a F __< TRD o3 a ° - DECIDUOUS TR _- . a / SQ <v 4 4 d " EE r-�. 16 D':_ ° TRC 15 �., r fr' d l .. •�/ - a la EXISTING � - . � - . '; ,r 2 •`i` I - SHRUBBERY TREE TRC 16 w RETAIL&RESTAURANT �"`� s 11 s� S : .a PROPOSED SAWCUT TRC 16 d - - • . `° a - CONIFEROUS TREE ,� so Q W Q ..�.�.u-:,:.�,,,;a. J;;r' ems' . 10 .�"•.... d --� LL TRC 12 r ' © 1. 4 -� --. -- ,,.,=' r TRD o6 2 1 ° ' - REMOVE EXISTING TREE 11 r" t-'` '�'' TRC 13 w „� ' 20 ° t ° ! �, r d 8 8 E �.:-'- a - UNKNOWN CLEANOUT ^�. TRD 04 Md.:a d 4 r•.` t .. a TRC 12 a � .: _ { ° a I d E- - GUY WIRE I�i� . P .. ' . a E (Ty' ) - w W 4 �] �.! 8 1 o ° X30 4 PROPOSED SAWCUT .,-^ E ! t ,,� .. .. ;, _/ .. s- TRD 5 a - BOLLARD — �+ - fff ,I TRC 11 -.� :- ,� -. S -o- SIGN l tf 4 °. ✓%` 7 !' TRD 02X2 3 10 TRD 06 3 r E r rr' d tP + a f❑ ....� ` 6 a ,. �` . � ( r } / "_ D Q GPQ m . R + + T D 0 Q � _ _ 5 4 1 C4NSTRUCTICN NATES TRD 04X . ° T D1 6 TRD 04 X2 _ D+ __ R 0 ._... 2 TR 06 _:: 16 a 1 REMOVE EXISTING TREE TYP. ... v . t o ( ) e-:_.. 4 .._ _... ❑ 2 20 5 6 9 7 9 6 5 4 d t .. °: D :: 4 TRD 03X2 t a,.:: - ° - d ; .__ _.. .. :_: - 2 REM VE ❑ .... _. ..: :.... _ .. _ .. _ 10 3 0 EXISTING CURB. �❑ 6 5 +; TR +0 TRC 16 4 E _ 3: T D 4 _ _ _; ... -- _. -- . _.Q _... --- . _ __ _. ......-.. :.:........ ......_. ....... ........................ .-........ - - - _ _..... _.- _:,:;, _ .. /....._ TRD 08 _ >. 7 a-: :::< _ . ,.. " 3 REMOVE EXI TING BUILDIN OPY. E B I D NG P N F R EM VAL LI IT . TRC 16 ." -: TRD x4 S G CAN S E U L I LAS 0 R 0 M S . ..:: ...:..: .::..:. 4 :: _ TRD+06 a ':::.:..._.. i .. x :..:: .- p ■ , ....... _ _,. .. TRC+12 >. . 4 RELOCATE REGENCY SIGN. 9 _ :: 0 _.. 4 _ d TRC+06 4_. C 10 4 .,.. . TRC+112 . a .° _ : . ..... .. I d 5 REMOVE EX! TING WHEEL T P. _:... __ "_ _ ❑ S S0 z . _. _.. _.-_ _ _ � 13 0 . . . - - I• 1 a A RD 03 . ... . .. TRC 14 _. "::. ..::._:.._ :.. _. 4.::.: _......a .... .. F— , . .•. -- .......-_ ___... Q d........ ��...... ._.__.. _ �'"�" tet- ' ,.._- r `T ----:.. ... -- ",�"� _ 6 REM VE EX TI ADA ND IP - .... ..... ..... .. __ __ ._.. _.--"_._ ..__ ._._. . . 0 !S NG SYMBOLA STR INC. _. _ ...._ _.. ._..._.. .._ .._:... -. 4 ,.. _- .,. :::: _.. Q _..- __ R Q ,. , �5 a .. ° _a. _ _: _ " _ __ _ . ., 4 •. ' 1.% "` • a ❑7 REMOVE EXISTING CONCRETE WITHIN SAWCUT LIMITS. - .- w ••.:.' _ _ TRD+08 ° -TRD+04 o : . •. _ - .° 8 REMOVE EXISTING EXTRUDED CURB ISLAND AND LANDSCAPE. " TRD 04 ❑ w -. TRD 10 t-- :ti d TRC 12 <[ 9 RE MOVE EX I T 0 TRD 08 IST NG CONCRETE PLAN ERS . o: TRD+06 �,�_.4.00' - • , TRD+04 10 REMOVE EXISTING SIDEWALK. __ EXISTING RETAIL PROPOSED WHOLE FOODS °- � o-a - 11 REMOVE EXISTING CROSSWALK STRIPPING. a `� 12 REMOVE EXISTING CATCH BASIN. a I Q:::.:;;`,.:":. ,: Q Q 13 REMOVE EXISTING SIGN. �5 �,NG I N E� �O� - d 9 • • t 14 REMOVE EX{STING FENCE AND CONNECTING GATE. 77876PE TRC+10 ° { OD 15 REMOVE EXISTING BOTTLE RETURN STATION. . a ❑ , a- OREGON . . - .: 7 12 6d 16 REMOVE EXISTING LIGHT POLE AND FOUNDATION. X, ��� :- F 20' 20' C. G -. -" 0 00 ° a 20 17 REMOVE EXISTING STORM LINE. I EXPIRATION DATE:06/30/15 TRC+12 a S SEE UTILITY PLAN FOR RECONNECTION INFORMATION. o o 1 1 I PROPOSED SAWCUT 18 REMOVE EXISTING TRENCH DRAIN 0 TRC+16 CC a - 1 DATE E 6/27/2013 c0M coM co 19 REMOVE EXI TING BOLLARD. DRAWN BRB TRC+08 SDC - ❑ S I SD ® D SD SD SD SD �-TRC+08 DESIGNED ( MDT I (10� oM coM co + T C+12+2 TRC+1 coM + + 20 REMOVE EXISTING AC PAVEMENT. i— CHECKED I KSR TRC /6 �' TRD+Q4+3 T + 4 OM TRC 08--� TRC 10-� GP /TRC+14+2 /--TRC+18 i R +03 ® coM l-TRD+12 r-TRC+08 PROJECT# 21303210 D03X6 o �--TRC+10 C M �-TRC+10 COM -- - - -- - - - - x-- -- x-- - -x -- . - -- -7C- - -----x- - ---- a SHEET TITLE • m I DEMO . \ TRC+16 TRC+16 _/ D+10 I TRD+06 TRD+12 TRD+12 TRD+12 D+10 TRC+48 `-TRD+08 TRC+12 _ � TRC+OS TRC+16 `-TRC+08 �-TRC+10 S � SHEET NUMBER - TRD+14 TRD+08 SCALE.• 1=30' w . 30 15 0 30 LAND USE# --- - - - - -_ LEGEND r ,�� -- — -EXISTING RIGHT OF WAY LINE R • - -___- ; : - - -EXISTING LOT LINE . a3 ._ . -� o: -0 �. _.. L 0 r _ _. --- -_��. _: 7 -� — -EXISTING CENTERLINE ,.� . _� =� - , PROPOSED SAWCUT LINE L� $ =u . -_. _ _ AN y f =C; _.�_ _ _ __ 41 _ .. / . _- ". - - _ . ti _ _ EXISTING ILD 1 _ � .. G BU tNG FACE - _ I D. STATE HWY 2?Q) =_ --- -- . .f� 4 - ' ----- -PROPOSED CURB O V' R ___ _� a RY � __ _.- R _ . E __ F _ L _ , wt SW SCH00 _ _ _.� ______--�,-.J �r c _ _ w_� _ - _ ,. ,.� _ ry — M _ - _�: - — .__....-, -b a ---- rJ g _ _ _ ._ H� PRP E N _ - _ ,� .a� O OS DCO CRETE _ — '4 a . VJ 'd \� - i �! _ T �_ _ ^_"' J —.^.__ S -..-_^ .._.. co - -w. - 9 PROPOSED AC PAVEMENT _..._r_._.. __- _.__. �_ __ _ _ ___ ril u _._ . _ Zp ___._.__.__M:,.,.___.__ .__-_._ _:_.---- ��._ -�- PROPOSED SIGN .�__- _.__.w __ _. ___ - -� / C'\ ------ I k § _- a - - - - ( 5 ._�«....._......,.....,__. a � JJ/! ter,,.•,✓ 2 _ V! SN 4 — 7 ,,.01 O c� _l JJ �N/ CA Is . ., (( !t .! Li.. e• 4 4 e a: e i� �r r n } r I e e e. : e.-a a-."�.� •e ,d i j5 ✓�� ,....y �, ) p CONSTRUCTION NOTES �f I 11 t ., :, 7 �'^'"� , ,. 3 �� . ;� 21 ,,,,,�' ;, // 1 CONSTRUCT STANDARD CURB PER DETAIL ON SHEET C5.0. __,T� "I Jp �i� __ tt .. i / 7 i r'' lfl . � / - ` _�__.__ '4: �� INSTALL 4 WIDE YELLOW PAINTED STRIP O COATS MIN. _.--._ J \ !-�.'"^[ ___ ... a a., -a s.,, ••_ i �. ..�. _zz � I _. :• -- / �, / 1 //ice / / / ''// / / /'��J / 4 /S .✓.: 1�, y / 2 5 V ,y--T / - ❑3 CONSTRUCT STANDARD SIDEWALK PER DETAIL ON SHEET C5.0.SEE `' / i r I' SHEETS C F . I '' I � .1. ..... ��. �, ,. /I q '. ..._ . �� J, ,�,- J/ 3 0&C3 1 OR DETAILED GRADING. ,<, i . I. . ":.,,,"'; i i - � --w - 4 CONSTRUCT A.D.A./ '. � i / 1, 111 ! I n- - . ;.�� O CURB RAMP PER GRADING PLAN AND DETAIL ON r i ' d, '♦ r ❑ EXISTIN s G '•.' .1. SHEET C5.0. ..e .e.. }a• {_:� 4 , � r RETAIL&RESTAURANT 3 r i ;/ ...IN - -4 ! D INSTALL 4"WIDE WHITE PAINTED STRIPE,TWO COATS MIN. (TYPICAL). ' C� v 4 i 1' ,-1 Y ' I•: ♦t 1 I ] INSTALL STANDARD A.D.A.ACCESSIBLE PARKING STALL STRIPING l t' °' •'- �' U \� l __ I U i '; i AND SIGNAGE PER DETAIL ON SHEET C5.0. i ` - . i i .ful .� . e -: .. ! . . '111� I�'. ' 'e 1J] CONSTRUCT CAST IN PLACE RETAINING WALL.SEE GRADING PLAN SHEETS II:fT / e .ef 6 i I:fl ,' j I j . ' ; _ , C I G 4 I C3.0&C3.1 FOR WALL GRADES AND DETAIL ON SHEET C5.0. I i °.. S I 1 e 1 i I ! , i i Jr n 0 i - .___ i O l 8 INSTALL WHEELCHAIR ONLY A.D.A.ACCESSIBLE PARKING STALL _ 1 I i < < '_' STRIPING i I; i STR G AND SIGNAGE PER DETAIL ON SHEET C5.0. _A 4, ,:.:... ... .... ..._._ . I I Il; rf < . I,, C� ti I�:: 9 CONSTRUCT CONCRETE STAIRS. SEE GRADING PLAN SHEETS C3.0&C3.1. t ° e a e °° ..- I ,� , w, C. ,..41 . /';�4 ' :_. _ �• , SEE DETAIL ON SHEET C5.0 . 4 _ 8 INSTALL NEW BIKE RACKS. SEE ARCHITECTURAL PLANS FOR DETAILS. --._ / .r =._.-,__l. ' 10 TU �i��l-Ul i e d O 11' r ! I< *'�: I ... - ......-.. 18 � "_� 1 I 11 INSTALL LOADING DOCK CONCRETE PER SECTION ON THIS SHEET. (114-;l d d-. J' .,r 'i//. // e'd. ••� e .._.�: H � 1 h ( w. ❑ INSTALL HEAVY ASPHALT PAVEMENT PER SECTION ON THIS SHEET. �' ;� / F��r I Ii . I it wh - . a e : :. 1 MI� '�� -' �1 -�' � °.e. "°' 1� f; 13 CONTRACTOR TO SEAL COAT EXISTING PARKING LOT AND RESTRtPE USING y • d 11 , 1 -,r7 7--- j� l /� ✓::• r . - r 4!1 WIDE WHITE PAINT 2 COATS MIN). lY / J . 1�15 Ii ( ) -r . ' ' It, I 14 PROPOSED LANDSCAPE PLANTER. SEE ARCHITECTURAL PLANS G I/ /// d: .e...Qea , 1 .� FOR DETAILS. ❑� ' ��� ............ a A,! _ . 4.• /``• 15 PROPOSED CONCRETE PLAZA SEE GRADING PLAN FOR MORE INFORMATION. �� , o+ + 0� EE SIDEWALK f M _ S LK CONCRETE SECTION ON SHEET C5.0, _ _.. . : i 1. v' } ' I. I # 3�: co e 1 16 P . �; PROPOSED HANDRAIL PER DETAIL ON SHEET C5.0. zl ° sG/ c7 ❑ W // t.. CJ ;� / .°. "�,- . IIII - E " r , l /� : ° a:: - Fl7 CONSTRUCT ADA PEDESTRIAN RAMP. SEE DETAIL ON SHEET C5.0. F F''/ 7 �' 'k . P :.,.,r.:. -- .. ` d ay ) ;r 18 INSTALL LIGHT ASPHALT PAVEMENT PER SECTION NSHEET. / ,� i - 1 S C O THIS s / 14 . __. id,_� . 3W/jam. =a "" % f A • 4.. . 14 ' J `'I�N , 19 4'CONCRETE EXTENSION TO LOADING DOCK PLATFORM UNDER :: I 11 I( EXISTING _ ❑ () IS ; i 11 q It RETAIL 8 RESTAURANT e •i SEPARATE PERMIT, z >. W > > 10 . / r a JJJ ' ` "` � f 3 °; :a, sj � 20 INSTALL FLUSH CURB. SEE GRADING PLAN FOR CURB EXPOSURE0 0� A\ / a . / 1 v s - I rY AIL ON SHEET C5.0. ,_.I O TRANSITIONS. SEE DET ---.. ``_ _ d f \ a d _ �i \3!" d . 11 X i [: _: e A. 8 �': 6\ \rel'` I / [21] INSTALL DIRECTIONAL TURN ARROW. SEE DETAIL ON SHEET C5.0. W - / // /e 4 a I., - --W- 6 , a. °.. A a \ / a i _ o.✓^� f . .1/,/ / 4 -Q! 1 Sil / d. 4 a a a °' a a.v.•' �,..1`" 11 ''."^ ii}' f 1 d (D 0� �_ _-_'�l `>+ - l '..a' .e e ---,._-....._,.,.�,... .,... . _ r v� v d /, e e a \°��y< ♦•a .G f PARKING INFO w .� ,,� i 1 5 I` f 4 a ( of d .. .. a / e _ 1 d , d 3 a,,'f"',f f / ; „ ;•: 15 ;: .'e 17 s��i 16 STANDARD 284 ' 1 ''I COMPACT 41 t? i J/ ;d e °d I; 1. :. 'a a° •a - ,J'7/ �.'- 4 •• •p°. °a 1 __..-- 1 4 / m ZZZ . 'r ! '/ e:'e� .. 1 20 : .: d . . f d• . ADA � • �, . . I ... ❑ 6 d. �f / f I :d'�' . % WHEELCHAIR 2 I, e /f f' - - STANDARD 7 / fee e > .r 6 9 , �,'-'� 4 f f 4.d.o a e . e- !4�° / TOTAL 334 I / e� ..4�._,L,� -.-. f � .,/ a', 3 l : . a' J o ° , j ,+� i. .. .. a '� Q' 4 d t {/ Y _ _ °. d 6 1 Y O / I d� O i l d 1 18 6 YV1 a..�. dv �,.r 3 ��' [fl7 4 j f ✓ . ! l - x_„, e; ' I _ ti7 . - -__.- .........._ .... .. ... d' / ...-1............ ... ..._ ..:_ ,, / _ _ : - <,_'T;: 16I 3 1 I. �'•-� _._► _ 3 COMPACTED ASPHALTIC 9 d . e :��, .::: °' f f _: - i . / 2 1/2 COMPACTED r� }� . . '° d.' e. r I -r , 11 r / J_. _ a -:: _- . ..._ _. _ .. _._ _. s f X; i ..._. _._: _.. _.. . . _.. . . ._ _.._. _ :.... .. CONCRETE LEVEL 2 1/2 I ..... .... li < .�.. ... a .•.•""' - ! ._.... 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CL,...�c; < ; %c f f PROPOSED WHOLE FOODS f' + . , r .. I .i ;, \;�-� . :, �� r' LIGHT ASPHALT PAVEMENT SECTION HEAVYASPNALT PAVEMENT SECTION �; 11 ' /A-I // I * REQUIRED COMPACTION AND MATERIALS TO MEET * REQUIRED COMPACTION AND MATERIALS TO MEET �D PROF ..'. to, ! <. �tiy I.,I ._ : : ::i - , f / } �: S I REQUIREMENTS OF GEOTECHNICAL REPORT PREPARED BY REQUIREMENTS OF GEOTECHNICAL REPORT PREPARED BY �� so, . I 1,,/ i:, .-.�/ \ �� �� �NGINFF� % ", GEODESIGN DATED MAY 6,2013. 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I I I = w REQUIRED COMPACTION AND MATERIALS TO MEET REQUIREMENTS OF GEOTECHNICAL REPORT PREPARED BY GEODESIGN DATED MAY 6, 2013. 30 >5 0 30 W C2mO 0 LAND USE# - - _ . - --�` LEGEND r It- -�-- - - -EXISTING RIGHT OF WAY LINE . -------- rn - - �.:�,_: - -EXISTING LOT LINE ,_ � � r�� � `" O __ . =-,-- :"- = � MYF" ",?r__ � �''�� - -EXISTING CENTERLINE � _ = . _ . _,. - --------- - - ! �.L. (I- (i PROPOSED O ED AW Ll _WY OS S CUT NE . _ .__ f =�- _ , _ _. .�"� �-. _ ---- _ - �.� t Q _ _, _ "r _ .__ � - i N _ - -. -- _ _ - ._� -�, .c---� -�-,; - EXISTING .0 _ _ \ r TIN BUILDING N F S G U I G ACE .�... 0 2 .. _ TATE HW1r ) __ _- �• _ -- � =f -PROPOSED CURB Y ( _ _ _ LS R _ _ V11 SCHOOL FE _._ .__- ....___-- _ - �_- �•� �� ,�,,._..... c d. SW _ _._ _ .__ _. 1) _. _ M _ _ PROP ED N R �- .11 _ _ .....�--�--" . . OS CO C ETE __ ._ � - - - 0) _ 4.__"__-----===-=--- -- ----. _____ - ___-:--- I _m PR to u� _ . _3 -. 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DETAIL C , .� J ORE O 1 • I ol " '' f ,F /� J �, G '' I SCALE: 1'=20' do y ooa I"' - 7. :.p . f / rr F �. . r T - J f �J ,/ - // y C, GA ( f f r tK l y,:.. ) , ) I f / J f d 1 f ! f , r r )a f ! % , / f / ) ) / I j I % / J Jf t ✓ \ t f, S / J f J J f t f f`j f' j� J 1 l f I f t f f J ' f ,'I 1 /1 J l / ! 1 jl J J Jf / jl J f J f I I /f j J( 1i ''` J I t f I I t f I _ r d t r / f f J f I I / .tl/ r f f j I / ._. /' J ! / 1 __ ! J i I _ L r'.,. _ __ ...! _�"_�._�-�_.�_ f�_�Cl I_...I.. f.._ j r._ z J _�: .�.��._ f _:_. .�_t_�f __.-�- �`- -�1 �_ _.- /...,-.-r._ _.:-�_-<_�._ x._."_1_.1_.� _r_._ >_..__.�._x�_._.f_�a__. l t J j J Jr ) t� ' , EXPIRATION .06/30/15 ---- __.. 1-_"�--__." J l !f J..,.�__Z._.:!� t.- ...°_ ___..__ .: N DATE' / ,� !. O {.^_'`�;?rw..._ C7 CSJ J a d ,s ?s - -a.-o O 1j DATE 1 6/27/2013 l 1 � � d t r . I-, - , .:gb. Aa I I•Iv� (f/i,f J f II; / f/ I ' /d / f J i /I/) f j/J J ' , ' 'i'4' '4 •a j d d DRAWN BRB s" _,__ t / I J i f � j/ / /f' f/Jj I jff /Jt I f l r/ �.1.._L.. / t t �.L... G_.!_..1_J.V-1L-`".�.. !_..l._�f..._ _J.f... 1.-'L_.!_.� f L._.__� �..,.!"__�f 'd.�_ �!...G, ....,._ r..-_..".__-_^,,.....r~.-. _...... ..... __.__ �` ,�q � �°-�� _� � I DESIGNED I MDT w.: _:e-..._..._._.Mw._.�-11, I -r - '-".T_� KSR , � ., €` , _ ! _ .---______ __.. __ _ _------_.__..-.____._.._._._.___w_ _,-..._._____ __�__ __...- 210 i = i� PROJECT# 21303 11" j, .__ LJ _ _ - - - __ ___. __ _._ .-__.._'W �r.. �_- / SHEET TITLE __ •. 11 jtF (f7`yrs'' -___ __. '' \ w r W'�p.V/Z: v ., aVd? �� x t f� tL, �� �. _ _ ENSION ift __ r _ , i �_ ,� _, � DIM } 3 \ f - - _... ._. r_-- - _-- 11 - __. - W -- __ --- - - - r -,- ._ , : 2 v i` - . 21 _ ____.___ __-._.�__ w_ __-..._..._.._.-- _ _ _ "__.._"_-"-". _�----. .-H......,.__".____. ._ _ _ SHEET NUMBER .,__...__.-.._._..._.._.__.-..___ -__ r^-• •__W.---^..•t...•.-•. •- __-._'_.------__. _:..-_.__.......�_._.ar..�..., ..�.._,_...,"._.,�.�,.::.s .,a___^=»-____...r-•- ._sa._....,._..-._.._._" .._......_._._..., -"i_" _ c Jam' __ __ _-. ____ _ _.______. w �_ - y - - y : =-- .::: i �E w 30 f5 0 30 . . . LL! C281 . Q LAND USE# --- GENERAL GRADING NOTES ABBREVIATIONS LEGEND FF -FINISH FLOOR ELEVATION - - -EXISTING RIGHT OF WAY LINE c� 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION AND ti 3"DEEP MULCH LAYER SET 1"BELOW SIDEWALK GRADE 0.50 ARCHITECT R -PROPOSED RIM ELEVATION - -EXISTING LOT LINE ADVISE !ENGINEER OF ANY DISCREPANCIES. SEE LANDSCAPE PLAN FOR INFORMATION 4.17' 8' S -PROPOSED SPOT ELEVATION 16- -EXISTING CENTERLINE O .�. VARIES 2. POSITIVE DRAINAGE TO BE MAINTAINED AWAY FROM BUILDINGS AT ALL TIMES. TC PROPOSED TOP OF CURB ELEVATION p CONCRETE PLAZA o BC -PROPOSED BOTTOM OF CURB ELEVATION' - - - - - 235 - - -- - -EXISTING 5'CONTOUR LL . 2/o MAX c� ---® TS PROPOSED TOP OF STAIRS ELEVATION r>:- , 4) ------------ ' ------------- I'CONTOUR 3. ALL PROPOSED GRADES TO MATCH INTO EXISTING GRADES ON l..�C, -EXISTING 1 CONTOUR � . • • .:..-:;,<::.... CAST IN PLACE WALL SURROUNDING STREETS, PROPERTIES. NOTIFY ENGINEER OF ANY BS -PROPOSED BOTTOM OF STAIRS ELEVATION p SEE DETAIL ON SHEET C5.0 DISCREPANCIES. TW -PROPOSED TOP OF WALL ELEVATION 235 -PROPOSED 5'CONTOUR c o. PROPOSED SIDEWALK FG -FINISH GRADE @ BOTTOM FACE OF WALL 'Q, �' M 236 -PROPOSED 1 CONTOUR r PROPOSED CURB 4. SLOPE/DIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY. (###) DENOTES EXISTING ELEVATION 18 AMENDED TOPSOIL ��� y'�� � --------- -PROPOSEDSAWCUTLINE SEE LANDSCAPE PLAN FOR INFORMATION �y��������/���%�� 2� WEEPHOLE TO PROPOSED CURB U? 5. SEE GEOTECHNICAL REPORT FOR ALL INFORMATION REGARDING BALL CURBS ARE 6"EXPOSURE UNLESS OTHERWISE NOTED �-� -EXISTING BUILDING FACE u- NON-WOVEN FILTER FABRIC MIRAFI 140N OR EQUAL �� VARA S SUBGRADE PREPARATION, PLACEMENT, PREPARATION, ETC. -PROPOSED CURB �'�i OVERLAP EDGES 41 MINIMUM o o C� N 6. ALL EXISTING CONTOURS SHOWN ARE APPROXIMATE AND ARE PROVIDED FOR , E I 1 DRAIN ROCK LAYER TO EXTEND ENTIRE ADA NOTE REFERENCE ONLY.ACTUAL SUBGRADE ELEVATIONS SHALL BE CONSTRUCTED S LENGTH OF RETAINING WALL BASED UPON THE FINAL SPOT ELEVATIONS AND CONTOURS INDICATED ON °c AC PARKING LOT THIS SHEET. PAVEMENT IN A.DA. PARKING AREA TO BE � �"� BOTTOM OF FOOTING WALL PENETRATION FOR 4 STORM 2° M L � 03): WHERE SHOWN ON PLANS /o MAXIMUM SLOPE IN ANY DIRECTION ELEV:235.45 o P -' SECTIONA A SCALE:NTS ------------ _-_ a " .._.. _ ._.. «.-•.•^"" lam.. y, , Tc- TATE HWY 210) _ _ - __ ._��. . - _t -�. - :,; __-_ t _ -.__ _ _._.__.- y`. S �� - - �:� - - __.._ �,,, �_- k -- l QOL -S FERRY RD. _._ ,�._.•___ - -- -,.__. _ w_-b._W - �c _- _ - .__ _ _�� A ' --« _. _ _ _ _ --- - J, CH ___ tiro __ _ _ -,,_ , f W _ - _ ; II < f�fl._. -_ _ >- .,r ,may Tial ff - IT ( a W_ -- _... -- �i j• ti• a' 13 (.;{'11._ ' --------- r• , w - _ t ---------------------------- -------------- tt-_•_-_ .... .-. ..._._- -Y_... .._.. ........,_._ ._..__-`-_'. _.......... _.._.,... __..,._-•-_" _---'-'--'-''--'- ti.r^'•.,y� '•,• r �. rflr v�{>,11._.,. 4._...«-t `; `'`1 t I�' ' v J_ _ i 1 -------------- TP € t "! _._.- ..,.... - _ t _- ., 4 .- _ �.. J ! s ♦ I ��r\ f i } _ r........._....._..._- �- ,- i ♦ - -. __. ... ._.._._.... - ---- _-- r ".' I ------------- -_ � �^-Nye �; �Nay.. €}_... j/I� ------- -------------- _.._ _ S:235.13 -- urlw �v, _ - - - _ ---- ___.__.;___ _ --------------- -230- -- r - \ \ ♦ _- ' _ _ - - - d\ -------5:232.28 -------------- ----- ---- ---- giS:232.84 a♦ -•_�' f-r1�. -� - _ • - '.4 - _4 o . / -., S:235.72 - ,Spt r ' + - - y'v 54Q0 d {rif"tjf4 - _ ---- --- -ry- \ 1 i S:232.40 .a - s� _ • I,� _: - _ ---S:235.25 d i - CD --------------- ------ S:232.40 - --- , 235 3 ------------------------- ------------ - --------- ------------ -- 234 2 6 S:235.84 '� s _ - \;c5 S:232.96 :236.62 I S:236.50 _.._............ ..__ rr --- z d - � s _ _ r z- H.r J' .-_�;'`- T'-=-..� �, / ...�.. ;,-,----'�--j;3•... Y_;,. .i a 2 °o c _ _---- ,J !� y� ,�,f• 1� I / :.._.�\S.236.62 ----- ------ - ----- S.(236.77) /S:(236.82) / ; t - t t ` l i I t I - 4 t / t' I------------------------------------ ------------ , Ni L7 NV TC:(236 45) \ , r ,' w _ r 1 _ - I » s _ 6 RETAIL & RESTAURANT (D ------------- I. t _ v , , 2, °0 , O 1 ±236.90 d 7 , 3 - - - - - - - - 2,34- - - - -- - - -- , a F' I\ 2.00, '3.3Lods V (D - - - - - - - - - - - - - - - - - -4 I S:(235.42) i i K a , TC:236.49 �3E , � t`, `.✓ /` '� d° rI- - _-------- ------------ ------------------------------ BC:(236.12) _ _ '_'-- ---------- ', _ _ {► t t -235- '� at i G ��- ,•� �" � S:(236.90) S:(236.90). •° ; . -g BC:236.14 1 t , I iZ�BC236.14 , t , - , C:2 6.14 r T 3 : L r i / 236.43 € - J ' CL "_ d .•. S:236.43 d S:236.11 - \ i I / TC:236.14 \ t w f IS:(236.90) / ° 4_ a I p - 1... it s• .d e 4 BC:236.14 i d , , S:(237.02) l ° _ BC:236.17 - '` i t r' 41 TW:238.28 TW:237. _- BC236.20 \ ` r , _ H . i t t IF FG:236.95 S:236.58\(23750 � - �\� , TW:238.39 t :a BC:236.37 1 - = S:23$.31 - S:237.93 R:237.88 S.238.38 0 000 Ro 1i / 1 - r r % I - J , 1, 1 - GIN O S:238.22 ♦ e47 0 _ --------------------- 778738.03 '------------------- 6PE ; EXISTING � :l FTGW:223388.19RETAIL & RESTAURANT ' '♦, � s o� ON lo, \�T :(238..19FF ±238.38S:(238.38) S:(238.38) 03) p0 S:(23819) a. ffli d } r r EXPIRATION DATE:06130/15 1 1 , DATE 16/27/2013 MA TCHLINE: SEE SHEET C3.1 DRAWN I BRB DESIGNED I MDT CHECKED I KSR w PROJECT# 121303210 SHEET TITLE GRADING- NORTH SCALE.- 1'=20' SHEET NUMBER '!N.\ LL. 20 10 0 20 W C3mO ® LAND USE# --- _ . I -iiiiiiiiiiiiMA TCHUNE. SEE SHEET C3.0I I . Ir- I e. - / :,d.. ' 6z d . I'Zl-i: I ""------ C) LEGEND I I 7 X "7 7---- EXX _ _ r .. .� . 4.1. ISTING XI TING RI I I - , -7 S RIGHT OF WAY LINE • ° I - - = ° - 11 1 r• i . • . i 9 I. 77: - -------_---- R:(236.80) 1fr' v -- -EXISTING LOT LINE o I i � I. 1 of . 4) � § c a I - EXISTING CENTERLINE /// / / , ♦ /- /+, / I ♦ S( A i - - f 1 ✓' N / �C / -x.a , ,, r r - - - - - 235 - - - - - _ 5'C -4-' m . �:., . ' d i 5:(237.45) 5:(237.47) .-' ; Y- -.- __._. ' ` cm ,� ° ( f / ------ BC:(236.93) �. „ �t EMSTING +f ", - ------------ f ; ------------ -EXISTING 1'CONTOUR c �+ a S G ° - i 5 BG:(237.42) _ g 2.000 ' 2.2°0 } ' i - i •Q �-5 ; �_-_l '� A; . I - f 235 -PROPOSED 5'CONTOUR r r RETAIL & RESTAURANT .. i / -'� �' - - t.°� ° , , , b �' i 1 \` I ` TC:237.64 ( ' 1 { ) tJ� , , _ (A / C / 236 PROPOSED 1 CONTOUR of LL FF: ±238.38 d ' • ;/ d° . i , ` ``, d• C d I � / - S:(237.43) . - w / --------- -PROPOSED SAWCUT LINE 0 . 1 _ (i I _ _ / ' 5:(237.97) / - --- d a d • . =-:--)* v , o /j - h p - ` i � l -EXISTING BUILDING FACE { d. S.237.80 - w -_..... ._. Q CP _ _ � BC.238.41 �, 1 _ ( rrt�e N d / , '` .r `' V , - PROPOSED CURB A . d ,b a d ,. 't..- BC:238.55 . d ° I *� CA "2.0%, 1,4 0 1 __ <� f i�r. 1 - - , , - / o TW.238.74 - d f , 1 , I' > ... ' ------------ - ra / - d \ .1 , C m i a -, , ---- BC.238.18 oe a __ t^ �- ABBREI//A T/0N 4 , VJ I / t9d. , _ 2� `c, i J R:238.78 T . L . � a O 1 , . . is FG:239.23 - _ / FF -FINISH FLOOR ELEVATION / _ - d �� / d i - I C: d , B 238.55 �, e' a > o 1 / ': Q �S:239.37 �, R -PROPOSED R[M ELEVAT[ON a ! -.2 ; i 3$ � TC:238.55 °." • - d a S:237.45 Ir% i �� . i ti / a . ,;.- d a a' I /// S -PROPOSED SPOT ELEVATION . . , 1 \��,?",L - d. BC:238.18 ,r , BC:238.55S:(237.30 a _ _ ) _ ° d \ _ TC -PROPOSED TOP OF CURB ELEVATION f _ 1 0 0 _ _ / - 2.0 0' 1.6 0 _ d , , 1- / 1 F f _ -� - a• • . . d :� J , / _i BC PROPOSED BOTTOM OF CURB ELEVATION &a:` j I -i3 / ;r / - R:238.78 d fid° d. _ TC:238.55 BC:238.55 ° a: -,/ �. .,� a - ` �,,, • 1. BC:{237.48) TS -PROPOSED TOP OF STAIRS ELEVATION . X' S:(238.16) _ - / BC:238.55 ° .- ' I' d. c9 -T- i _ . . - a BS PROPOSED BOTTOMSTAIRS / OF ELEVATION B c C� �: C:238.55 / ., - J TW:238.74 d , _ - � __ _ TW PR P ,• 0 OSED TOP OF WALL ELEVATION A f , a , - i r ' , BC.238.55 o . . ,� I / f °° - _. _,.. ' T ` / 4 LL 1, d" ° TC:(238A5) S:(237.86) __ __ ,,<' _ d -S:239.19 -;/ . / J�t° �O 4 .1 T S 238.49._ ,: . ' FG .7 FG -FINISH GRADE @ BOTTOM FACE OF WA 1 - r . `, 5:238.21 - 0 j• d �, // ` t' d, ° d TW:238.96, ' ' {###) DENOTES EXISTING ELEVATION / S:(238.38) a a BC:{237.59) A-,:.,=I- .1,:.:..�� - •-'- " / ' : � o BS:236.96 . // I '01, � Y.__..._�E`=_� I ,o/ - f/ / / / '' FG:238.65 , /' d BC:23 . - 691 ( ) , - i .._. ...�Z--/-`"-----`-----1/.---.1.... - f -- ------- 39 j. J r d -,: * �� ` - _ ------------------ - 'S:2 .19 'd t a- d R:. . . d - � •,a''' f' ALL CURBS ARE 6 EXPOSURE UNLESS OTHERWISE NOTED a , 4 ' 1 ! . . 4- - I ` - S:238.18 0 TC.237.64 TC.237.56 ` , / _._.__ _..j 1 , .a\ 4- r` _ ° � S'238.21 , f S:239.37 / .11' '" �°o � •:4 ,,,� f,: N BC:237.64 BC:237.56 ° -'- °� ,r / f / -•,TW .a S:238.57. /� III, :' •° ,y,.-''I f :239.11 1 ., d C°- d / , 11 � a / / / t f FG:239.03 °0°p. I I. t ADA NOTE {• a d a - ` S:{238.86) S:(238.94) S:(238.29) TC:238.55 °°R- : %°- bd 9 /f t / .'\. d a o- 4 BC:{236.85) TC:238.00 ; . e4. X I d o55 S ` 1 , • , , > ,', - BC.238. 0 a. f.d 0 / TW:2 7 r a , S.(238.38)� a i d- a ti , , _ . !�" - ,�'' / 39.3 ', ° .° d _ , BC:23 . 'e r 8 35 ° �-11 �, ° .E.i d � „___ d , PAVEMENT[N A.DA. PARKING AREA TO BE. _ 2.0 -- a 2.0° _ - f _ 1 � o BC:237.88 a � _ - TC:238.55 R: 2/o MAXIMUM SLOPE IN ANY DIRECTION 239.05 TW:240.04 0-d S:238.41 S.239.24 BC:237.75 / : .: r� __ - _ } BC:238.79 °d / / f BS:237.03 2 .17 BC:238.55 r S• 39 d � 3 S:239.21 { ) "ori / - BC:238.55 / _ a f I _ TS:2 i - BC:2 .5 :� 38.56 38 5 F .2 1 _ . G 38. 9 ° __ - / >_ a ___ S:239.2 9 8 6 o S:239.24 S:239.21 S:(238.80) w ; - BG:239A3 / '/., d ° "o a `BC.238.55 ,,�'' a-. d /f % / �-` \;�: F TW:239.90 __ r s d* BC:239.37' i . O - o7� , a o e- Q BG:238.73; o _ _ S:239.19 ' c� a 4.�° - t I Bc:23a.88 I - - "CV � d 77 ! / f ..y \ 4 _ EN _ � GENERAL GRADIN N / G NOTES c a . , • TC:2 1 _. 39 6 _ - � d Im - e ` Q d - ° S:239.40 -- S:239.43 ` Q d f "� d TC:239.5 d 1' '. �- ? �' 5 BC.239.61 :' .�, • . �� . . /� / / 'A �� \�f t."'" " ,-:r - 1 .'a BC23865 I_ a o / t /. ,> r __-. r- 1TW:239.90C:239.55 BC:239.55 S:239.94 S:239.19 ° / �� iTW:240.04BC:239.61 •\�- �. f 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL FG:238.65 o a BC:239.53 1 7 uJ' FG:238.41 _ TW:239.90 Q r BC:239.55 BC:239.61 ( ) A�� a f. d . /.f INFORMATION AND ADVISE ARCHITECT OF ANY BC:2 •/ 39.55 ,tel r wBC:239.60 r � ,�� TW239.90 � S:239.37 -- �� /_/�..,�..�`- - 1' __L FG.239.40 d BC:239.55 VBC:(239.58) °° / �._�° , _ a d / , FG:238.57 ' d f / � ' BS.238.42 -_ -- -- ,/ I � DISCREPANCIES. _ _, - - - - - - _ � SG NGIES . d - . a , f _ -__ _ a c J/ ; 1 i1 - - _ .;_ ! . _ _ d '.'_ - ._ _ 1 I d - BC:239.57° - a ° BC:239.61 _°. -- - - - ; °' S:239.37 , ,.n ,,e"-,,,'.r 11 . TS: 0.04 d _ _ _ 6 d: M a "' a d a // "� j 2. POSITIVE DRAINAGE TO BE MAINTAINED AWAY • d TC:240.04 • .6 , . " ° a BC:240.04 a d d a 1►-. a -d• S 240.051 °` d f / ' // �,-.�� , . • -_..--.-TW:240A4 _.:. �'. _. _.......... .._-_..."..... - -...__ Q d d . a. -.._ _._..__.._.._ _ ..-._. / ! f' �;-- TC:2 9.5 TC:2 1 a _ d 3 S:240.05 . a _ d -- .a-- - - _ j_. a°. d...�......-'t;..' - -. 4i1 - - , 3 f - _-_ __.__ . ." . 1 3 5 ..-.-_-.__,- d . 39.6 ��: __�' °a �.• �` \ FROM BUILDINGS AT ALL TIMES. ,� a FG.238.39 .o a d BC:239.55 _�. :._ _..� d d �" BC:239.61 °.' � F� --- . . dd d . a / / , �:, ' ° a._- -. ..a . . • 4;. S:240.21 a S:240.24• . .° . . a . ' a .,.d• c ,! / , 1 i 44 d f , _ �i d S:240.21 d o S:240.24 ° d. a .Q d a o a I S:240.20 r k ) i � ' t:... d '- •a.• / f , , 3. ALL PROPOSED GRADES TO MATCH INTO EXISTING .. ° - d ' d 0 r 0 a d da - - a, - a d d ° d a d'° ° I f / f' , 1 i _ _. ___ _ __ .- _.. . _ _. _ ---:n1 _-_.- jf /\ "'7 , . ._......x ..........9�... ___. ,.......-A-�.,........_.. ...d.-•.. .... ....__ ..,___._..._..._..... .,.............. ..... -- -_.._...._....,.,..,..,.....,.y,_._ .-_.^'.--•'T---.......,1.............._ .y_ _ 3..__....-r"-_..�4..Y._:._.n_......_ _........._.._,...f......_..._ _.,-••,....�....__'",,_.._._�r._ -,.._-... .. _._.. ._r.:�.._..-.r..__.,- _.:..._..�.._.:.t.....,�! I t 1 ` / i/t I/ / > / / , /r / f/- > r 1 / r / 1 I /r T-/ f ';' ,' ; f II f f / 17 r-�- r~� -, r f / I f , 7 I `- T I .' ' / / f f t r -Iu.,_l. � 1 GRADES ON SURROUNDING STREETS, ; / / ,/ / ; f / / / / / //// // / I/ f f /� / / / .rl // //I' //� / / / / / / r 1/ i, f / > / / / { / I f / r f Is:24o.40s:240.40 / / ' / ' ' r l / / ' / ' / ' r / / ' / s:24o.40 ' / / / ' r s:24o.40 rr� ,� PROPERTIES. NOTIFY ENGINEER OF ANY /r �� ':v �__.___._._._._. , -•t DISCREPANCIES. "I I 11- \ ( .,�_ - 4. SLOPE/DIRECTION ARROWS SHOWN ARE FOR -- / /� �'` S - -�- '- .,\ REFERENCE ONLY. /` � \ `` / d ` 5. SEE GEOTECHNICAL REPORT FOR ALL . I/ / �i1;\ -''r ,-_--'' " - INFORMATION REGARDING SUBGRADE / / �I � • `' PREPARATION, PLACEMENT, PREPARATION, ETC. 0� ,, IN / r . '11 6. ALL EXISTING CONTOURS SHOWN ARE ' EX/STING RETAIL0 w PROPOSED WHOLE FOODS ' /j %,--, APPROXIMATE AND ARE PROVIDED FOR ■ / i7 • � ,,,X z 0D FF. _239.37 /X .," REFERENCE ONLY.ACTUAL SUBGRADE t / `'� ,- ELEVATIONS SHALL BE CONSTRUCTED BASED < / W Z r / I /; UPON THE FINAL SPOT ELEVATIONS AND ®-� 4< 0 0 / r \ �1 \ 1 , CONTOURS INDICATED ON THIS SHEET. 0. i�: '/ � \ W / �. \3 . \• I . \ X (D () w //� Cal �t �S 1 . r �� 0 ,til ! f ./l ,rte \/1111,1,' ® w l , / . .1 v / . . . . / / \ 0 w 0 . I I . / \ + \ < < .----- - . /,/, / , 11 t ,�,� .. .- .- / ' -1 � W ! - I f ff ✓ i t I I , e .�,� 0 I . . I ✓��, 1`' (D (MD O� �- f, -�.j �� �- � fr / _ .-" ; , / `e. ' I t f ` ' / i / I f ' / / / I I I I r / f / 1 / / / / / ' x / /r / / / f /// t\ \� / / /� / / / / / / / / / / I / / // / / r � / / / // I/ / // / f / f / / ,/ tl I / / ; / / / r� / . � ;' S:(238.07) m / 1 / ,/ f / i / I / r I f / ' / / f / / /'r / /_r / f I /--- 1-1.11- / f / / I / / / / ' / / I I / / I /,. i \/;i �._ ._. , ! / ;. .., ..__..f___._._._..__.�',_.._._.._r.._....�_.�_---f�. _/.... � ..__._/._.__:�_:,...�.._�...L_...._..I...j�_-_.f�_._.t... f_..f.,-....1..__�_._I..._.,L.._..r�__.a__.�_.---_--'--_!__._�T_.._.___._...,..a._._.r__c...�.._c.,__/. _...,1 ..._ _.__ .1..._ _ _c.._ ....:r.....�.--a..�.._,c._... / / / / f / r; rs � s `� r, f / j / f 4 c 0,; E i // // / 1 / t /1 �%/ l_ r �` - _ S:(238.21) r- _ .__ -__- / i I i / 5° a r 9 ° ,, "- _ - _ ` j - - -''- - - - - - - - - - - - - . ' _ _ / i / r / / 0. o ate¢/o , % - r _ ` � i,-1 t�� I i j/ 1' 1 ` 1 E ° R:2 o i /' 11 I LS \ . rr, . . 37 92 - ` , 0 ,,, r 1 I // < R:235.02 - -�'r d ." R:237.75 r•ti /-\ i r..,, + f/ d . \ 5 i - I L.. ,t,, \11 11i J'1 I a , , d R:237.47 F a i �i ! j f I ' I 1 I f r s ! j f t : ,' 0 , i 1 / ! I` R:237.15 / / l o _. / I / O � ,� ..5 0 f S / / 1 ! { / / f 1 / / r J f , / r ! r 1 .d c 0/0 / tt 1 / r ! f / t f / j f / K, r, 7 __ I f / ,/ , r / I / - I / r / f / / / d i - _ _ / f k j � I , ;I /� I ! f �/ f , 1 f ! r _ I__ "/ ! r / / t ' i ' F - .. _ ------239-" (� ( p l� 111 .._.L__..�....,..f/..-_. Z. L.__-_ _.__._.. _t__..L__.__ .// _ 1...._. ._. _ -_!._.1_.!_..__./.__1_ r � � a��.,fi�• __.---_--_____...... r' l. J,,JIJ - LL)P51, `<$�..3 - .,.... .....,..,.__.c.,_ + ._.._ ...t.__1._._...__._._ _ .-_..-.,_,w....-.- .......r....._..............._._L.._.> .:- ...1.,..:.._... f_."`._-' ., i \---....--...-----_.._......- _ ..- _. ......_ __ 1 1 ....,_ ..----_._...- .... _-..-_._._.___..- _ . I c ' 3 .1--.�_ 4:�)t ..._._. .._..._.._ .... ...._. 'I S:(238.69) / S:235.01 S:237.07 ;� _ _�,C?� ... .._ ...�,.------•�'_`A-.._--------•--- l � / TW:239.09 ; rl wIX ``-_�„ ��,/ BW:235.09 S:(237.96) / w ._.- ...�--...e... ..-....._._...._..._ _-.............._..-_._...__.__......_...........ff..__._..........,.._.._......._....._.__._.. y� .,iyJ '.,+fir: 4 _ _ C. _ •� ,'♦-- _ _ '_ lk _ .... 0 _ -j ON I - - RLL 1 - --- - -- I - - - - -r - - _w t - - ------ - _ ---------------- ' ---------- - ti, _._._____..__._._ _..___._..____.____.__..___._ ,.,_�__ t.�.. -__._ _ - 1 } Jll- --- q y _ ., _�..__..._._. __ _ _ , -- •--- - ------- -` �{ --- , /- - , , :• �.:k ........0 1 r:,,, ..............__...._..,.,....._.._-..-!'Y. _-..._._.._-__r,O: .- ._- , L_.. ---------------- f f _ �, '. �,_ I` =t.m. L___.- t �. L -. 1`�, .....' G.f===.t`'j- , o `"S._..,.._. 1 `,.. .-- - r '+ I -< � . < ( - r f-,-- - - _ _ S ---'---- , K`lam!'`':` µ. �- ', , . l / jam- _- j: S.l I 'K / J I , 1 1 _ k I., i L ( , .J _ __ t tf _ f �' _c __ - .. �.__ _ r . , I 7)1 3 li . Al b PRO�Fss 0.50' 0.50' 0.50' �' !N FF9 ad t 9.62' t 33.30 8.00' 10.32' 7876P 3.1T EXISTING BUILDING WALL 3"DEEP MULCH LAYER SET 1"BELOW SIDEWALK GRADE 0.50' OREGON 3'DEEP MULCH LAYER SET 1"BELOW WALL GRADE 3"DEEP MULCH LAYER SET 1"BELOW SIDEWALK GRADE SEE LANDSCAPE PLAN FOR INFORMATION 4.00' 6.00' '1'o� C4 PROPOSED 2 PROPOSED SEE LANDSCAPE PLAN FOR INFORMATIONSIDEWALK �o SEE LANDSCAPE PLAN FOR INFORMATION �y SIDEWALK . _ CONCRETE PLAZA r _ _ h P �•F:.t�%� >:..3,�4 i!C .'i l�s'ti.a+.'S•.C.T l' 4:--:-:\,... ,�.��is`::•`0� ••J:iti:A�t:�.n �L.:;.mac a t '/�• C'� <� .=;'�:��:C._'N ,:. _�- � .: PROPOSED CURB . ; • �,.: ��: .. ,;.. <� r--...r= VARIES EXPIRATION DATE:06/30/15 VARIES �i�)civ �����i ���. //�/\//\ 1 /i, i - �i i i i'/ i i i i' . : _ :r�,�-y:�` :,.:::._ __._� . -� y���i�y�i'��i���y�i�y���y�i�y�,�y� y� �i�y�� ��i�i�i�y� '��i �y�� - i ii i i ii i ilii iiiiii i it iiiii� �i�ii�i�' ii �:,`:_. �,;.�.::;. !:...�.�.,.. ., VARIES .. ::. . it iriririi it iii r ii riir i i rir rrr .•t ;w,,� .: ...,_ :t�;a,M -�= �� d .• •• .. i����� i�i�iii iii i� ii �i�ivi�i i�v��i��ii�i���iv �i� �i�i�i� �i� ��i�'�j, iii iii ii�ii�i ii ii�i�i�ii�i�i " " �i� �i�i�i�i�i�i�`�i �i� -\X,/-<, r�i��i�i�i�i�i i��i�i iii �i�i�(i i�i�i��i�i��i ���� �� ������ ������� - ��x 3 DEEP MULCH LAYER SET 1 BELOW SIDEWALK GRADE � � � � � � � � ,, � � � � � � � � � iy�y � � � �< i�i�i� ii i���i�ii�i�iii����ii��`�ii�i��i �ii iy��i i i��i��i��i�ii��i�i>i ii,>i, ii�ii����i�i�i��i�i�i��i�i � 18 AMENDED TOPSOIL %�%����% �� � � ��� ��� � �� � � � � � � � � � � ��� �� � �� � � � � � � . � DATE 6/2712013 �� ��� �� �� SEE LANDSCAPE PLAN FOR INFORMATI N I . ��� � �� � � � � i i 0 ���ti� �i�i�i� �y ��y� �ivv�i�i� �i ���i�i�i ���i�y���y�i�y�i�i� i �i i�i�i�i�i�i �i i� i iii iiiiii i iri i ii i iiiiiiii i i i �i iiiiiiiii � � r r ����������� ����\ ����������/������ ����� �����/�/��/����/ ���������������������� ������� ��� ��%���� /����� SEE LANDSCAPE PLAN FOR INFORMATION ,�y�y, o � � � � yi� �iy i ilii viii �i�i 2/o V i � � iv� ARDS iii ii 3"PERF PIPE IE:238.15 i i � � ������� ���� -�i������%'�% ��'���� ----.► __ _ DRAWN ( BRB i _ � � AC PARKING LOT NON WOVEN FILTER FABRIC MIRAFI 140N ORE UAL `� .; _,�,r ...r • . I NON-WOVEN FILTER FABRIC MlRAF1140N OR EQUAL Q �� :;._ ,�:...�.:;:..�.__ -� �,..:..<.._,y'..z _ a. ___ _ DESIGNED CONTRACTOR TO ENSURE DRAIN PIPE IS FLAT OR - I MDT " " � � " OVERLAP EDGES 4 MINIMUM OVERLAP EDGES 4 MINIMUM O E LAP E G S U ,�y� ___ 18 AMENDED TOPSOIL MAINTAINS POSITIVE DRAINAGE TO WEEPHOLE IN CURB STANDARD CURB �� 1, � CHECKED I KSR " vii EXISTING CONCRETE SEE LANDSCAPE PLAN FOR INFORMATION " �i i��� 18 AMENDED TOPSOIL 3 PERF PIPE �i�i�� W BOTTOM OF FOOTING PROJECT# 121303210 �� 1 DRAIN ROCK LAYER TO EXTEND ENTIRE i �'� PROPOSED CONCRETE SEE LANDSCAPE PLAN FOR INFORMATION �� i i LENGTH OF RETAINING WALL ELEV.236.59 1 DRAIN ROCK LAYER TO EXTEND ENTIRE ���� " w LENGTH OF RETAINING WALL - 18 AMENDED TOPSOIL SHEET TITLE G 0 SEE LANDSCAPE PLAN FOR INFORMATION BOTTOM OF FOOTING GRADING -SOUTH FA ELEV:236.24 WALL PENETRATION FOR 4"STORM SCALE: 1'-20' 2 SHEET NUMBER - WHERE SHOWN ON PLANS w SECTION B Zo w o Zo SEC TION C C w C3m 1 SCALE: NTS SCALE:NTS 0. LAND USE# --- . r LEGEND t C) . -- - EXISTING PROPERTY LOT LINE N p . � � 0 �. - - - --- EXISTING R.O.W. --.- ==;�.. -�:,-,- . ----" § 1 ___-- - - ��" ®► - __ ;_. •--W- _ _ - EXISTING CENTERLINE 04 uk�tI _ - �s�- . ..�,:N.<...,:• ate-0 ' _ »• a _ ._-. __ _ ._- _- ___ �- _�_ �;,. .- -•_ 1�'_ 41 - -- - --- .rx.,- ^- --`1- '- - - - - - -290- - - - - - EXISTING 5'CONTOUR vi o. 4i I - r•� _ _ ___ _.- a 11 _.__. _ _ __ _ ---- _- �` _ /I - -------------209------------- -EXISTING 1'CONTOUR 8 M �� __ .._._. ".._._ ---.-- J _ rte'" �`t z' - --- _ may` jr •Q v- Ltd a" - 11 -_____.__-_� 210j __ - --- __ �.^ . - _ - , --------- PROPOSED RIDGE LINE y_. 't HWY _ - _ _. __ - I ly - _._�_ ._.__-___.•. STATE - - ___ �jt _ Y _ ___ FERRY RD• - _ _ _ .__ w� OLLS1. .� - - - _ __ - SCHO mss_ :-� =--' t . '�-- ��� tj r v� ri t - --'-- - -_ _��:_ _ _:vr_� = `.._-. = 1tl� - __. 4��ts------ = ------- ,: a;__ ',, ® ;:! ; - PROP ED ___.rV�.�,__ _ - - __-� - �:� == _ - ___- --- j� __---�` '� OS CURB Q L� -• ly -- - __._ �+ - -_=-_. --- `�' '_-. __ .. _ - (,liJ'a,, y.^= r;", -`,--' � - - - - - - - - �\`� _ _. _ ._.. �t4i". , X -PROPOSED SEDIMENT FENCE 1 .". <--'•'.«.......... ,_-....r.....-...._..._.-- �.._-._ «._/.•i£1_.n..,.,.» -»re,« _.-..- "....-.. t n '^ .. -. _-•. \_Z �j-.-t l.•, -• J -y,-/� `` 1„�.]C`...-• i ' , �_ _ - - -,._ __...-...r - i _.i �� - _ +.. __ _ _ __ --- c� _..�..,..-. _ �r - _ _._--_,.-..-. a _ FLOW DIRECTION ARROW __ /' 4 - _- Ii.v _ -- �-_ - -V3 ....._, r_._,,.._. _, __. x'31 1_., _ " _�_ _ -__ __ - -- _ - t r+ �� r 1� _ Y ! _ - 24i--- �� �' - PROPOSED INLET PROTECTION _. . i 4400 .bci -+..--•__,.. _..T. •<_ - .. r .........-- Y-- 7\ -. r' -- r -- _ r / 'w t +------- 1 11 ` _ �s - . .._ i1 _t -�{�J _r Y'� \ I - .. r .....r.i._-.. - �y - -., ..✓ --'r'a _ _.S- _ - -- _.. _ _ - _.. 1 a s - _ _-.x .._ _. _ _. - _...._. ......._._. c..__.._ .._.__ __ {- _.._ - i - Y , (k _ - - \} ��•� l _.- `_ -..--r-�_ - r �-:- - \. ... x _ , �3 I, - , ! rn - --- tv ---- - - :� _ __ _.�: -- ' -------- ------ ---------- I'-i fU ; `j. ___r'"k t Qr•' "I.3-f�CKs iy - -=- � `:10��� - r'�f __ I 1% `' -_• ` -- 2 5, '11 ca ,' a 23 }_� �,✓- _ EROSION CONTROL NOTES S - __ __ a. '•^- _--_-_ -- <A \ '`,a •, sae"? ® '' /� �� _ - '-, ' ` ''- < _ ------- �. ', 7- t - - - - 236 \ ' ' i=, f- _ - '/ ---------------. ;-r" ;x. i+1 ' ' -- _ �, _ 'i�7 �.....1---- 'X30 \ _ �/-r( " .40:1 - t - -�.TJ - x"39- --r." 1,, , - 11 - --.--..,.-- , i - �' 1 INSTALL SEDIMENT FENCE. SEE DETAIL ON SHEET C3.3. - I„/y} , -.�, 1, r „.. , - - :-7 % 11 .. . I '%%, ,\ -11, I %, -- , INSTALL INLET PROTECTION. SEE DETAILS ON SHEET C3.3. . - , -,�........--/1-n-------- . .", --A, . . ,1 . A ! %% I - ,,,,,� ,,-A `--\ -, 1 ,1 --2,32--- F I . IF.. I , - . : . . .. . , I I -- " � �1- "I - ! \, , . 4 . .d...�. . I "111� ---I"-------- --- - _, I',, . I- -1 --, -1 1 "I I I A --7-I-5 -I --..---..- I :1 ---t41 - �1 r/ I ll __ 11 y.. v i � 11 `e, 1, 1: /± ..J -- / I , , EXISTING �` is,fl -- - ----' :�, :_`• _ i { I i L 1 11 - = RETAIL&RESTAURANT ----------- I I , 1 -�r , E %. , fJ d 1 r 7 J C` _ _ f 1 /; / d f.e , , 11 T. 1,°,,1 ....>._.....--- _// /.. - •f t \\ ` - -./\- _- y _ - -" �35- - �\ � - ; 1 11 'C'"A11j //////<<< :. n , 1 {{( 7 777 , / ; :E�- 4 1 �s ' \ , t 1 NOTES: . 1. ' i ' 1 I 1 �' \ - 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE I ;; f \ _ ______ - ' 1 i AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. / - a e \ / --------------------- ----- I i y // {{hh \! -- 1 ' '��� 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 1(��1 �J 10 I t', '/'• ' •'- '' I `' ` ' ' i -Z3� .,\ ,. 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. f I / / , , 1,\ I J II 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION 1 , /�'"'. .• % , ,. SITE AT ALL TIMES DURING .a I P 1 ' : i "' a °` �) I t ( CONSTRUCTION.THEY MUST REMAIN W PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. •"�`'�`b�}3'^i j I J ///3=i A . a' # m ; ', A q L it♦ '1 1 j t '7 t 7(' •,• . (,, I SDC�y f f : ;_ �: _ 1 I t 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE fj I1 I t ' i APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. / 7 ie• ! 1 ' !;Tl,,�ka,,1-.,.L.1 i / tt a, ',••.a ; 1 'I a I , , ,1 1-p 4 _ /\ \ �.�� r I t I 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED / �_° '` 4• d ,�, j(Mfg \ �Z I \ % r�, I I OR PROPERLY DISPOSED.THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE `'' ���� � // �/',/i -'--'' =mss,S'"-' ;' I.... 1"- I � 1 1 I DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT <. i� i I __.. _/ .- K --_ I 'l -1w 1 ,. .t,, t,fi. ,. i„y:' 4. f •a E , a'• ,t� Q I I \ , I ► OF STATE(ANDS REQUIRED TIME FRAME. tji /^,.'�, "" `, ,,.- •f / / � �� -1 . _ ;•� , � 1 � � t , :I , c° t�,H 4 p I �� r ;' \ r- 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. i 1 I 11111 I I j / ,-;t ` ` 1�.- ' I5i,.- -----�...'_.: ':-:=-1 . _X B �. . I -*I", ) 1 ,, /,, \It 1 1 , 1 I• 1 r 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF U3RD THE BARRIER HEIGHT, < C) t f; ,. ,./ /_J . _ ;___f T _ -- '. AND PRIOR TO THE CONTROL MEASURES REMOVAL. - / _ , 11 / i / d' t .d d I 1 , / iIYs 's`4" 'f' „ -,` , . A.' - ', _ _ ! 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT ' '- 01� % s' COMPLETION OF PROJECT. lid 4 ..ti.-},;i,,,M•._ 1 �. + / / O A , ,. 1, 'I' 1` \ i __-_r i '' ?I I ,'--' ..,.�.=. ////// ' �` i if/ ' 'Y' - V ` 1 1 / , __ '' _ <1�f5}'' I ; 90. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. R;: CI� :�/11 1� { Ir/ ' ,` �'----- a •__ 1+-_ , 1I ,+1 r ,, ----` ___„ :.._-�.y_. a .�. 3 1 I 4. . I 4 ` JJJ `"�' ! °` a 1. 'I , ' I 1 :- t`- ) - i 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID /!'y� 11'1 I �- 5',/ ',' I 'I4,•'•d. 11-4 I ,' / \ ' - , I J / I , I ,/ • ., .. .. 4,. .• n Ad I 11 -r 1 WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 0 _ I, ,) / .d I ' _ 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. / ' , \ : Cif 0 w i. '3 / / /E b. ' 3/�� '/ ' % -`2a' `, NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD { ,: C I Ij ;I �/ _ - '`� BE MADE 1N APPLICATION OF FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. �I` I pi 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL Z I j C' I ' ' y i/ d•' a' -d 1 ,'' ',' %`,+�'^' --- 1 +r r >= '\ Ili 1 i ; � d `'-- ---- 1- ?,>, ,r`'�r MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. - I, . 0 0: .:�+>\, �� ip= ,• --- / <F 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES THE BOUNDARIES OF THE CLEARING LIMITS VEGETATED BUFFERS AND ANY SENSITIVE AREAS SHOWN ON 0 0 -- ? ° 1 HIS HALL BE DELINEATED I r ! I - 1 .� T PLANS CLEARLY L{NEATE N THE FIELD.UNLESS OTHERWISEAP N PROVED NO D .� DISTURBANCE IS PE t r-- / n < AN PERMITTED BEYOND THE ` ,r 1 a' i I $\'�ifl„�..~_t�-....yr.._.•C�- �' a ' ' •'•. r`` -r- 1 � ``, ,h,,, ,U <� K r I "- „1 ;I ; �1 ; / z ;I. CLEARING LIMITS.THE OWNER/PERM{TTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. W fC`T 1� NOTE.VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. ■N I 11 } j'�` , EXISTING . °: � i - ; , / rr'. I' r < L.J Il 1 f 4 , , ' r / / I " I _ 13. PRIOR TO ANY LAND DISTURBING IES PACTIVIT E B PS MUST BINSTALLED CI _ TH M THAT E ARE GRAVEL CONSTRUCTION PE SED I''!t I 1 ENTRANCE,PERIMETER (HENT a /: f ) RETAIL&RESTAURANT /j d:�a • .d ,,- " / `� '/r ,II�•,� <._i , '/ CONTROL,AND WLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. z 6-1 1 ' // " `"f ;{ , ' e . .�` °I . • I t ^ - •. ,'' ' I ; 's /' ••d / ,-- -'' _ _, _ q *1 „3 _, .� I - , THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER, / I °� /� . _ 0 _ /I��4" ;'" l _ - LAJ7 4 17. WATER TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN : ,_ r. ..1.f•1 i Ifs" / / .`w'� ; , IX�., d a ,C„ t a 1 , _ r� 1�I x` ., r_e I I f a'. .' , - `' -_, �` aC' ' �� \ ,.; THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MIN IMAL SPILLAGE. W ' -------- I " ft - I iii .- / j a t 1 �1''- / \ \ �, i�`�''] t / �! a4 a .. , ; ; ,.� - �� ..-Y,; �`�,`•` • - -•t• 1,• "' !--T R_ 18l 1 . ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT w 1I � _ ; / - %:\ CONTROL BMP(LE.FILTER BAG). - • . 1. I / '6` '' e a ? .b••` I' . ' 19. THE ESC PLAN MUST BE KEPT ONSITE ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER Q 1A\ .1 4 ' ;a...• ,-A/31 -' I- !4a .- ! ` , �`''� . a.'d•• I �` DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. m j �r., t. ) .� / / d' ._1 / ?" - 8' Ir, / /ff f , �' A t, a` 1 j - .,-. ,ire 1 1 e g,�,• ,''', �;- ;; .w a•, Jr/ f m "'��. :,e --, <; SIL_. i- / 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION 1 i �/ ,' . - �' 1 a a <. f'�I! f ! ' 't'_: 'a 1 Q PERIOD,Ti IESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. A % 1 j _ -- r ; - . 1 I s Id. .'fid a ' - •w - !'I ! i • 1' . • _ '� 1 -�� r, / �, q 1 { / , �� '-' a. • .e ;' ` ; ,,e< 1 / 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. Ilt„ ,! j I ; // / ; '*R' 7--_ /1 , , ' 0 y a. ,a- ,/ •1 ,d_;,. q• / ; _.... I I �; d-: a a -- � - t /J ;e , I,'! J/! !y ' �.-`a' _ i / 22. SSUBJECTT ....- f / _ ' _ f IN AREA 0 WIND EROSION APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING PLASTIC s•``1 I,f � 1 j / / �'M I � 'i 1 ; ------------------- , 4` ,'•e •s •aa '/J I �? -a ..' % SHEETING MULCHING OR OTHER APPROVED RES. C., t t APPRO MEASURES. _a .� t� . . , > I , _ 4 I' r r r -e • 1 , f I I i +a-•4•_ f • A 3 i n r Yr.j 6% � ),A' ' •', 1 , °`- •� - p'f! I`;. '1`$ ! 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. I .n. I // � 4' m``'__.. a s`-'a-. •; s d ,` - 'e . .' ,t'f , f `f j/ 7\ I 1 " 3 I t�, i -d-• , Ia, 4••e \ I , / r• e Q .r•' / r B , n w - r 4�� fj;l / •a -A ,-�. - a•_ ,' '1 sJ, ,,'•oJ'I j rr a '` , !.s y 1 j. .��1� w:y / d.. •.a - ad a .4 e. A, - -'kfr---' '11'.. - , ', , } I r3 // d, t-=,^ - ,. e..,, d rf r/ f 1 a - - f<. .t ;/ . I jr ' , i . e % /� _ - ` I f f _ { I I / .39' 3 V 2 r �, 2 s� ! , _ f z I . , a S 1 I 'ti }tr ,; / / - _ - `` / a.® 4 f f f f f �a C f /! ' 0 ,. It (,. 1 G. it , ,' 1. a a,,, / f ' r r 1 �,eA f { 1 1 .. "'111 •' '4 •,s 111 C' f` \.r� ,..,,f' ,` �'_ "f: / / � . 'V' 6, l _ r _ �. �1 .rr i I 11 5ta e __ -- Q/' 11 + ,,.e. `d d. *d ? ! � _ ;+'' / 1i. / P _ /! 1 ! I r/ yy f f7 ^d 1 f.. 1 / f f��1„ y I 4. I _ 4' a . , f f � u r y. I I U / / r r- _ l ' 1 It I/j /h., l / //, 1 'j 1 -/''d t i / * // J .e•g ,4' ! J r �•..•';Y 1,:._• �, ,.'t. 1 .. --.._.//--,_._.!_..._1/ W / a / 1 _.'; x� . ._ . _ .' 1. 7i0 �Imv6j /l 1 4 .,�< _ - _.�._e\ a �' 4 d 'a _ - - •r•' yy f r ^�' V .i j ' ..r '^d I - f \ .. l. - f§.. v - e=d nsr-' -' <. ,f 4 ,e d . A• e. .-_� d• 4 - .'?1 .,%j'1 I ) 1 h 1 q 16 -.:-I..-:. -; •.. f 1 afx '• _ t .._ _ T N®AR E. sl•� i b 4 - - _ // ROSION CONTROL NOTES .. .w --`- - .. �' ' a d 1 `-:. A- b :.d e _ +':, e I, a J 1 I W -I ,..I .x:�--uaxs.kryrr�:ua�.ss..nut •d _ 'a ,� •y' I, !. , /.a.:,. .. - - ''0 •'.i _ e-p •d.d, m � - a a .d.a a'• d a // .Ti♦.j 1 1.1..._.._.6 I` , ''..t - 's`' i 't `b 1j, :r•- ,� d ..Ea`• d d' - •a n - A' k4 a• ...d' •'a f . , -A-!� • 7 ater Savices Q I 4 h' d- r� a t d �TEa :..1,: .1 . �d _� - FOR. ACRE- f! '�Y � I OOi commitment 1s clear. __...-�. ' ,f '.• I - j f f r I I r s / f /r , t r t J /r 77! , r , / / , f//f A i I ! / , / 1 " /P f i 7// / r r l�l , /! 1�! , f 1 , 1 t I r 1! f f 1 f I / / ' ' / /fix '`,.: __ _ _ -_ I DRAWING NO 945 REVISED 12 os +�'i•Ick,,; _.. �r - , �. . <-, t -� it 1 ..'... I f r ' . i F f - f =/ Z..I 1 r / 1 r n IC( - - / �� Gam, .\ - i C IN ,, ... /. . .. - !1 1 .. 1 r / -. THESE E R I a n....� S EROSION ION AND M P `. , , , .� . S SEDIMENT CONTROL PLANS I �-'. . i D PRO '31 lS , E I `: - / EXISTING RETAIL PROPOSED WHOLE FOODS ; %_,y,„ i tl� 4•. /- ASSUME DRY WEATHER CONSTRUCTION. WET ��,� ass I C, . f� WEATHER" CONSTRUCTION MEASURES NEED TO BE 4� F,N�iNFFR ���� 1 '�- -= f • '': -'� APPLIED BETWEEN OCTOBER 1 ST AND MAY 31 ST. 7 876PE f O < ` I.�.. I. t 1 , - 4,. ('- / f } .. sl f\ r h r : :,- , \,t i OREG � 1 '. .z'.: i / / j ! .> .\ & I .. .:� / //r te �t '/f I f / 1 ' . 6\ � % TOTAL DISTURBED AREA= 0.95 ACRES X °v 10, 2°° � Is `.l 1 \ F �, l ,✓ _ d-''~ 1 - - 1 r - 1 j t 1I- .. .j .. F H P I I� _- - / \ . l:-..7.., ,. '. 1Jj r' 1 r, ,,>,, \ I EXPIRATION DATE:06/30/15 .._ 11 i1 I . .' `' / \ =�; l > I ' \ 1J 1; 1 1 ,- , C• . t I r I � f " , f / / , / i r t / r 1 j f f / ! / 1 } / f , / 1 ,1 /r I<I J': :. h ` /f ! /,�1 //� > !` 1 f I j 1 '; '// f I _ i i r�� t� 16/27/2Q13 r f I 1 1 ,U''' l / 1 1 f / f f r r I : i r I / J / I I r / r / / j / / /ell - / / f i 1 / 11 '...,. •` '- ... .,f 1� t r __�.,f jr._ _.-.:.__ f._..z__.._��•-- '; I`I_...._....n. --L._. / ' .I r.-....•r..ri. L..._e._.. ._ .__.,__-.._f_--- __...._;=_�._rr_!. .._.,._._i _../ 1 f ! ,'''' 1 J, / f f f 1-1 S. c-+ J._: _.I tm ,-_...l.�L_�--„l_._,,.__.r._r.,_.f..1„1. / ._ .....� .L_,._.�...._1 i_.. _�.� - r.__ ! DATE f 1 1 `�' `� - - /\\ i - i - - - - - - - , '' d ` _�� °�� - a. '� _ `�- DRAWN I BRB ( \ -f- iIV/ 14 1 \� IZ f I _ I ,. _ _ o - I o _ t i 1., tfv) / 1 i �0 - _ _ _ , . ;/ I J . I c.> I DESIGNED I MDT Sl _ 1 _ 2 / r 1' 1 \ -- f ! d \ _ / ,' _ 4- . , , / i CHECKED KSR \ 1 / a 1 i f 1 _ f f 1 f J _ t ! r / / / f 1/ . / t 'e ' f 3 l / . // 1` Il / // f 1 r / �- - -.�. /' ! r a. it [E s 0 3. t_,c._.: L_.4� L f/!a L _,�1__L_J..J._ 1__I 1...1_...__..I---..,._.... �._../ ___1..._,._....1....1__. 1 .. d_iG t�� rr>ari,. ....-.-_._--_...-_-. , -- � �; / __. -1 COlug._..- _.- t tl1 7 / - _ -. : . _. j.l PROJECT# 21303240 .. .....-.�..._. r• EAI �;: .-.._ - n. _..-...---.-,.-._-...-__----_..-CO �? j- , �y I _ SHEET TITLE -_- -- \ _ _. _.,.___�___•__ -..--. _� _ _ 1 -- - w ,... ' I` : , , / , r"'r-"1• -------------n-t.-_c= >x,-.s...._ ___---.... ^------ '�'�-`F - '----------' - f�\ _a''a•?. " -,;• 1'3 1i., ,/ _ � - --- ------- ------- - _ - - - - EROSION lol,l _ _ ,- { . t _.-r ------------- _ - 7 ------- -_ - - - - - -- - ---- _ 5 , i 1. ,xsv zr. /, 1,_ _ __ - _ _ _ -�1 / iEl'yam, r i e »--r , _ ------ I _ - _- 11 240- �7t7- i�a � - __ -µ =" � ------------`------ -- -'---_,__ ----------------- --- 2�� ------------------ ���_ ------------------------------ - ;�_ `,�'��,' �f��- t�I ,�--, .I ,� �-7/, SCALE.• 1"-34' t.,. - _ - _ - _ SHEET NUMBER - _ _ 111' f,"IL r�7- j•,t .� / y ,__���-�.� .-„--Ca3 ,_._.- _~.�%'t 1�^-`-_ -I z .:c^� -_ - __ i� ` -- - I`\- --_ -, --_- _-____- - .�_ � , 1♦ .-_ 1.";.i _, � 1��� • --•- - - _ - _ _ --- _ - yS .._.a- _. _M.._..,..... _ - r_. 2 �` �1.\ `- _- _.,.__...___ ._.-..._ f _ _::- _ - ✓ r:J�d-. t,LJ11�1. ' ii 'C`�I - -- 'r r 91 P- `�sf ---- , >..z- - ��i'-�� 'r.. "--I -r ~� � , 1:� i ) l ,,A, 0� {y/W }, r ,. XX 71 A. Y t.,","t/1'� .. `' i,,; ....-.....5.._...-..L..y..__._. 1 I,.J IS t; , 2_ -- :_.°i S I. L. _ - ., s \ - , -- -Z-- ---, - 't` , / ✓1 1 :... ,` {/.,......,,., _.___._....y..,...»....'[ ._.._-.,........>,.,tt__....___.._....._ _ „_..___ :.t , ` , ,•^%' -_a, p C'-� a' l /(: .�• - -„r:.--*J_- /J .x,�., .�,^:.,- /J/•t1L /j_.- r' 1 S' , 1 1 � U �.'_/ . ...A.Y ,-, -."-e:.. ';"l - "_ „1',,,, , �/ _,..P_L --- , �. _u- ... C z\ C'.. .+3 -/ "�,r - -. 4`` tae _. n�_n `' 1 _e_y_. 1 a n.r. 1 ,r ...i-_i.mow--. `- - +•,-- ��� - .'��I•.•- 1 ..__"`1-4. __._. ..._._,,...- ..->r .. ...-- r:.. '_�-,»_y-...r `�7.. - ..,�3'^'• _ .4.n.� _ ,` .._ _.,,_..n.._ T.t......i-- - T �"J __ _ .-....._ �Ic - ti-.-...�-x _ _.__._... --•-- ._. _ - - -7s'_ t eti r t S -- w� -5 �� .�y y n -_ ✓?. 'f n - �"'+'�•--�-� � ..i. ...f n ,a?`;__ � �,.._i� �7 3'` `...,�^,-->,_� - 71 \(`•''' dL - C M-/'s6--`.'S -a _-"'.1 -��=._6 C".--- "; e , �'{�' `� \. �O 1� t7o `' ,- --- j , j .' `if` "_.. -__--.__,_.,_..__.___._.s-._...-.-_.,. _.... .._.. .- ..-.,..,_"_-_.._...._.._-_..-..._..-: =._ m r_ ...-_ _r- _-- / `> _.-,.-_ ._.. r .�._� ��i` _ 1, / r'1 0 f _ __ - - - -.._ -- - _.._..-1 _'_..• p rl` v ; ,_._/'(( M_ %� Jf i f I! 1 if "i7 . __.. .._ _ _.»_ r4\__.. 11 jj w C3w2 � 1 I i ii i` \/ • J ''= ' LAND USE# r MAY BE USED SHORT TERM ' ANGLE FILTER FABRIC W/ UTILITY WORK AND W/ LL (DPHASING OF DEVELOPMENT cy FENCE TO ASSURE SOIL IS TRAPPED ' Q0) r 7a 8 LL d. C'7 .� } FLOW � .. C0 CLU L 3 0 CV r INTERLOCKED �. „ � Mg 2 x 2 POSTS -2 AND ATTACH PLAN VIEW �- . NTs60 AREA DRAIN 0 V- .J CATCH BASIN USE STITCHED LOOPS Tminimum OVER 2"x 2" POSTS NOTES: from toe slope. BURY BOTTOM OF FILTER FABRIC 6" FLOW VERTICALLY BELOW FINISHED GRADE. 0 21-6111 2, 2"x 2" FIR, PINE OR STEEL a '•• 4, -�11 FENCE POSTS. Q — — - FLOW POSTS TO BE INSTALLED ON aTCH BOTTOM 3. Q 0 UPHILL SIDE OF SLOPE. X<W\/ . 4. COMPACT BOTH SIDES OF FILTER FABRIC ; TRENCH. y . o e 5. PANELS MUST BE PLACED PROFILE ACCORDING TO SPACING ON DETAIL NO.940 DITCH INLET PLAN VIEW NTS 6" overlap of bags. FILTER FABRIC MATERIAL NOTES: 21-611 36 WIDE ROLLS 11 " 1. ADDITIONAL MEASURES MUST BE L CONSIDERED DEPENDING ON SOIL TYPES. 41=011 10—FI 2. 6 LTER BAGS SHOULD BE n STAKED WHERE APPLICABLE USING 2 1 x2 WOODEN STAKES OR APPROVED EQUAL PER BAG. MAXIMUM SPACING ' FOR FURTHER INFORMATION 6 11 �,i ON DESIGN CRITERIA SEE 3. WHEN USING 30" BIO—BAGS TO FOR FURTHER INFORMATION CHAPTER 4 OF CLEM WATER ON DESIGN CRITERIA SEE FRONT VIEW SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER NTS AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION PLANNING AND DESIGN MANUAL. OVERLAPPED BY 6 ANDSEDIMENT CONTROL Q W PLANNING AND DESIGN MANUAL. INLET PROTECTION Q aemWater Services TYPE 4 aemWater Services SEDIMENT FENCE � Our commitment is clear. Our commitment is clear. DRAWING NO. 875 REVISED 12-06 DRAWING NO. 915 REVISED 12-06 L.L.. W 0 Z z /- W z ® 0 V U c� 1"REBAR FOR BAG REMOVAL >•• W z CATCH BASIN GRATE 00 W Z U W a0� Uj C� 1 t I CATCH BAST o W d A p e EXPANSION RESTRAINT m •� 4 D' 4. ••p D. •.D p e p .e D R n STORM PIPE ° -D p 4. Z a 4' a a D Q .. f D a .. p. - •p:a .. '.G 'u 'p (>- 0 p :p ., d D U co W 2"X2"X%"RUBBER BLOCKS POLYPROPLENE ~ FILTER SACK(WOVEN) WOVEN POLYPROPLENE SACK DPROr.00 NOTE: ��5 �,N�INEP FOR FURTHER INFORMATION 7 6PE -- 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION OREGO FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL 2 tiov o oo� PLANNING AND DESIGN MANUAL. • i BY MANUFACTURER. J' F � r y C, GP EXPIRATION DATE:06/30/15 INLET PROTECTION TYPE 5 aemWaber Services DATE 16/27/2013 Our commitment is clear. — DRAWN BRB DRAWING N0. 920 REVISED 12-06 I DESIGNED I MDT CHECKED IKSR Uj PROJECT# 121303210 U) SHEET TITLE EC DETAILS SHEET NUMBER W C3n3 LAND USE# --- ' --- )lk- - LEGEND -: _ ____.-�---_ c ,�L; :__.r »-pyx - � - - EXISTING RIGHT-OF-WAY LINE _ r_ r /�� l W - - - �- .� EXISTING LOT LINE 3 y - c I - __.-_ _ 4 S- _ _ _�, w-- - --_ ` ___= -- -ISD ___ -r ��� _ -' w�� _----- - -EXISTING CENTERLINE o _ - _ _ - - -_ 2 � -� : r _. __ . ^� H _ E _ _ n S � �� i �V d R _ .t.- � �.. .-- EXISTING EASEMENT Y � ., _ _ S S � - _ S y� _ _ , SW S ._.........-..--_-_- COM-- - -.. ...yw. ..'_._�-^ �I�,� _'__ "'- --'� •• - � v+'f'`"• �, _ _ t'\, ,up } k� ,,''r' =- .y � _ �-�.�""� LY LL -a_ _ _ _ 1' _ _ _ _. t __. - _ __ _ W--�- _ I% __� .c�!1� - _ -. _ -- _ - '�_ - "._ _ -_ _ �� �v ra._, ___��--; `� t __ PROPOSED CURB p rn / - 'A I~ V/ v -._µ __ __� - �� .tom » k _ r_ _ _ 1 } _ -' - _ -.. L -- - - ��: l.r , y ....... _ _ _ _ _ _ ==4 _._.__ _ .- - _--- -- EXISTING SANITARY SEWER LINE ., _ - _ \ I - - _ _ __ - _ - _ _ - r - _ __ _ _ _ �_. - _ . 0�1 '(a- f - __ ,,- -.�-- `'"el ��___ - -EXISTING WATER LINE .- _ _-z7 ._ �; _ - r -_- - __.._..._ _ ..-._ _._ -._. - __ _ > - �.._ _ - _ �D -EXIST._- _ __- _ _ ._ . - _ _ - __ __ ..__�..._ EXISTING STORM LINE _.._ __ - ; :_- __ ___._. ..w_ /, ____ __.. � _ _; (j _.._-. _..._.._.__�� __�.._ -- _ _ -.__ _.._..__w _.__.._�, _ _ ___ _ __ - 111111 , _ p __ __ - _ i� i._ __..__ -�, _ u.. '. `r' ! i PROPOSED SANITARY SEWER LINE 0 i I'll 1 � DVA 1 __. __ ;_ f• S _� _ _.. F 1 _ -- _ 3 _ _ _ __-...__.._ T _-._..._--...4.._. _ _ YITI _.__-__.___- _.._._- _._.___. ..-.._. _-_-- _..._._. �.�_-_ --- •- ____-_____.__.__ - % _._.__ --- _ Cl)`��=' ��"~ � .:.��J�=�� PROPOSED STORM DRAIN PIP 6 t...� t:�l�. i. _.._._..,. r'_._..._._._.__ C;_�=-___.�- , __ ____ --__._ _. :, ._ � y !� oD -EXISTING STORM DRAIN MANHOLE c� _...._.� t-h �_ �- ___--__-• - _, _ f � \� I � � to a� E ..._.. IN i%lk ,�, � - ____ ® PR P ED ATCH BAS , , - -- tl \___ 0o . -PROPOSED CLEANOUT .e i i _ s ,fk ___..........,.... j 11 i d ;. _. J - ;�"_'...t V J ' l�,>r' 4 -� ^f �,,;- } �r-- D@ -PROPOSED STORM MANHOLE � J :.� c 1! } r o .5. r (c 7 ,. l` ✓ _y. I r` ✓r f sr I _ -�c j r 7 I 1 1 1 1 a•J y I -��w 1 � 3 ✓'rr C { . STOR CONS UC ION NOTES 1 _ fi v/_ -\ II � _ ( •, __/':--2Y"'""..............._.._.____--;___ //••..,, )) .•°• a.. • �f '"'QFC:%'' A, ,,r - _ «__ .-_e__--......____.-_....a.__.._ ( `�`»,-::_Y_. 'r`f /t J �l\ .'.tI t C�.i LF_.__.__..._.. _. A•' i....7 0 , ; ``-P_ r '{ '' -'``4ov sk ? .-'' 1 INSTALL 15" HDPE STORM PIPE. } ! ; sr ✓ ..._.... _. Yla . .; ' � `' •` .-:---_-'--�.7- '--- .' � -%-r'�� <7 O2 INSTALL STANDARD MANHOLE AND CONNECT TO EXISTING LINE. { . I\ ,, I SEE DETAIL ON SHEET C5.1. SEE DATA TABLE ON THIS SHEET. ' , j + /I- Ill -,,�- ,_71 ilEXfSTING 1 g : . . ,/"\ 84.01 LF + ' '_ 0.63% 1 j{ f •,_. I .e 4 :a' •(()) Vit•�-('/ n 'c 3 CONNECT TO EXISTING 4 ROOF DRAIN CONNECTION. RETAIL&RESTAURANT (, O i. ,a of 44 , 'a` n �� S DMH-1 i k 4 INSTALL HDPE STORM PIPE. I I S 6 H S O M "r' ei i': I . 2 ... o _ r..__. < -'�l is I 11 . #, 5• . ' 1 _ �" Q e' 5 INSTALL STORM CLEANOUT. . --F e r `{ i , a , 1 18 i 11 � o f �•'� Q c' C < l11 I 1, __ - =.l • °. ; ' . r SEE DETAIL ON SHEET C5.1 AND DATA TABLE ON THIS SHEET. r'' t 1 r _ ei :d J# ✓ F i (, Vit•.ni` 7 j i titer. f /"r• I 1 .s n a. ✓ 4 . : °I i 9 { w 6 INSTALL 3 PVC SCHEDULE 40 PIPE TO WEEP HOLE TO PROPOSED CURB. III I _ 1. f �o^ l f f 18 a°' -`- I ,i E(EX SDMH 1). . �7 CONNECT TO EXISTING MANHOLE w ; • : 11 ;� \ � SEE DATA TABLE ON THIS SHEET. 3 -------.-.---,- ^ t t e _ � i a 4 •6 I I �A ` t' > �I� ° • _ w - > I O INSTALL 3" PERFORATED STORM PIPE PER DETAIL ON SHEET C5.1. x,�' � Is rr a ii 4 , {r t w- I i s .w o _ , __ , k . :-:: ..,A _ end°' .1. ` �� ._ ; I o 8"DRAIN�,_. j 9 INSTALL NYLOPLAST RAIN BASIN. I; 4,: SEE DETAIL ON SHEET C5.1. 19 d 8 _-- s .� 111 Ir II I \ 'C d I , 1 3 °. a¢ �wr 47 . a 10 INSTALL BACKWATER CHECK VALVE. SEE DETAIL ON SHEET C5.1. " v t °c ..'t 1 .._t , t"� , a • I_ .• C 12 ..:e. 4 (�•=="•I .- - Kik j .:31.3 3'1 ST _�_--_._ . �"a rE,._ _.__._..___. ,; �Y: ,��, . 10 OL _.�. __ _._.,.�. _._..__---____.__..__ir; _,_.__.___.-__-_.� � __-.._.__.___.__._._...______ ------- -------------._.._._._ _____. ;�; _.___-____ ^_ ';'' -, �, 11 ORM PIPE FOR WALL DRAINS TO WEEPHOLE THROUGH __.. \i -,'� L � f'__ _^__�.__.__..._ - ._--- ° . a ' @ 0.50/0 �_ ---- `-D - PROPOSED CURB. PIPE TO PENETRATE THROUGH WALL ABO • } t -y i3 t. "a;1,,...� c I� I'1. d ° _-_- <. __ ____- TOP OF FOOTING. ;( .S. . f !$; I \. .� �- J �a ;j ' ,�`� 12 ONTRACTOR TO OUTFALL EXISTING ROOF DRAIN CONNECTION TO ,III -' s,..,. ___III,,:I -.. �i- '���- °•�4- t: :'a .^ 11 _. NEW WEEPHOLE IN PROPOSED CURB. J . _ .f:'y�, i'�f f�(CTJ _w.._..w.............._.....i_......-...... :.C7 .. F o; I g 13 INSTALL 6'X12'CQNTECH PEAK DIVERSION STQRMFILTER VAULT I : . :: o 1 i I i e ' °. SDAD-4 f yti,i 1:-•0- ; e - 9 ,�- {, WITH 10 CARTRIDGES PER DETAIL ON SHEET C5.2.SEE DATA TABLE . � --, a �, III ° ON THIS SHEET. �' ` i . a oil I LTJ ?.. J i i r' '� _ r I ( # [..._. _.A .w '° r' -' 14 INSTALL 4" HDPE STORM PIPE. . _ 4 . o C) i..� k. ./, ; _ _ :a, "° .r'' ✓'� f`'' ' 15 INSTALL 4"TRENCH DRAIN WITH LOAD CLASS'E'GRATE. tt ... . ii�' � _> 13 %ltd ..°:: it _ l! ` CONTRACTOR TO CONFIRM DRAIN IS LISTED BY OREGON STATE +t •l_s I 3 .d r,,,r �� �; i.--ti _ + ' ': 1°O _ l a ✓' X11 � I rr <, PLUMBING CODE, BOARD APPROVED ORGANIZATION. 3�: v J . 11 ,f �- f .t, '. 1 �_, I -'' I �� SEE DATA TABLE ON THIS SHEET. y40� i' d r r'' <i -d I t I .1 : 1.- r '' EX SDMH-1 7 s 16 CONNECT TO EXISTING STORM. I etc?11 I ,/ t 0 w ^/J7 i . 1 fir;-; I =: ✓r , ,rr CONTRACTOR TO VERIFY CONNECTION PRIOR TO CONSTRUCTION - II tS�i,f ha:i-£•.. _�....-�- `� .6' °e CSV `�..1 y Jl,jr a . .t7 �1 r;� _ . _ .I AND NOTIFY ENGINEER N EER F . F �_ ',''"��ss ' 60.241E ,;' -, N O G O ANY CONFLICTS. .�. i 5 35/o / z ✓ . ; 18 @ r . I e. / f t ,; I a' 26.121E 1=-. :{(-L i a • i I7 t / �/J . A � - 17 CONNECT PLANTER DRAIN TO PROPQSED STORM LINE. 1 "k" EXISTfNG a d k ...t_. - 1 rr I. 6 0 0 >= Lu z I I . 'll I/ _�_: �� r t:r 9.66/o " i RETAIL RESTAURANT •- 20 :_ - ;$ �' - 1 SDBV 18 CONNECT DRAIN LINE FROM LANDSCAPE PLANTER TO EXISTING < U _�. ; ,- • ' L. _ - Ili,, 1 � j.wt�, - ,. d; r' '-` SDCO-1 5 17 ff 4 :° �` t 10 .:� 4 ROOF DRAIN LINE TO NEW WEEPHOLE IN PROPOSED CURB. C9 . I �r �1 14 k } ! 4 a_ f r b.a 5 SDCO'4. W I n `crMI a `\ d r a t . �) 4 k _ A 19 T RAI D D CONNECT 1/, INSTALL 2 DRAIN 3: > LINE FROM LANDSCAPE PLANTER AN C \�. ``+ - f d �d 4 A ✓ 9C I t k TO NEW WEEPHOLE IN PROPOSED CURB. - ..,' DAD-1 1 ^ti rS l 90.001E •' . , i < �/' /yam , / a a •F n 1 :� 4 v o e. a< 2 :. • : t 0 INSTALL 4 HDPE ROOF DRAIN CONNECTION.STUB 5 FROM ., 1.00/o ,� II e -b � _7 � 18 @ :/` I a =79.551E o >b. . "" r a ,. -• I'` -� 14 BUILDING COLUMN. [E STUB 236.00 e jJ}j (/[j�J 7 w r^ 1 , , 4 'A _ Y (/(per) 1AO/o.I e S v v - ..•." r✓ •�e ::car- r/�r/ 0 (D t T T V ! PLUMBING..�.�._�•' -� r''� i't•'- "• CONTRACTOR 0 VERIFY PIPE MATERIAL WITH CITY LU G J I 1-. :, ,,✓ e/� ;rr `� ' SDAD-2 0 l I`_,, I ' _ 4: (°° .- - X 9 __ INSPECTOR FOR ROOF DRAIN LATERALS UNDER BUILDING CANOPY Q -I �,, g ` �tE_ e I r" Y\, ij I K a`--. 1. �. � a .� 1.- I N PLAZA AREA. � 18 � /�. ,- �. 'k•'v':•~ �, '+'.� rw",,••n SDGQ-2 °• a p v Q .� ._ - _ , ,,..✓ i _ mow.,, t •• � �• _.,_.d-_ - II x, ( d. . -. ._ SEWER CONSTRUCTION NOTES 0 1 ; I i 1 12 l a � ° .. • a•' , ' 20 2 �.t...e d Re- e �' i r k^' . ,I :. : �.... kx -.. w--- -_.,_-.... .- _rr, ° I i 1 INSTALL UTILITY VAULT 816-GA-3 000. RIM:SEE GRADING PLAN 1.° K I -10' ° '° 20 64.50 of 1-r . • -.° rk GREASE INTERCEPTOR TO BE VENTED TO BUILDING VENT STAG l,.rza I li a, ..''4_�`.a .,__s,-_ -- 90.001E ,• .... :' .14 . rr,r 17 @ 4.28/© 1. °. d .e• '4 9 SDAD-3 SEE DETAIL ON SHEET C5.1. t 0 � 20 . i 4 I 1 IE: 238.15 c 1 AO/o r ..°.: A� . ti y I t M1,r , 1 ° .? a `11 d t °a d': .d - d Q� °. -/ 4 ° .. y. a CD CONNECT TO EXISTING SANITARY LINE. . .) 8 I. 3 a.. d° rr' .a a-, Al kpy, ;• d - ., __ _� SDCO 5 20 SDTD-2 \°-• r, I� CONTRACTOR TO POTHOLE CONNECTION POINT AND NOTIFY ( f 1 k a /r / .• 15 I \ '' ENGINEER OF INVERT INFORMATION PRIOR TO CONSTRUCTION. f. 4 I L. e •, . ', t' ..r^r'-fie.,.•.fi `y.:w,.� i ° °. a > �; � �° :• "a 11 � 7.581E .d°;;;. 17 �'� ` .� j t _ � I f F' _�:: • 14 _ 14.12LF 1 _ ° .. �i e�• 14 �-- . . ((^�J 12.93/o ar_ 9.98/0' 3 CONNECTION T PROPOSED B R LINE. 'd O OBUILDING GREASE ...�i i `e - -e a �4 A. ° 20 `;/ ; �;�, > ..<1�::` � 3 . l 4 r _ ., L w I 2 .57 F s:�( I I E: 237.00 ° y J4 .W, ' __. 4' t .• r 1. 1 i �; 0.50% 20 ;: /�~ , " o 0 @ s _11 1 i .d 4 I " VIII - tf O INSTALL 4 PVC D-3034 @ 1 /o MIN.2/o SLOPE PREFERRED. I¢i _.. ..•_ _ ( -_. _. _ . ,.\ .,.' - e a n �-z- "_, .sad ."tl"'nr-° ",-" .. € �Sh vl.r'•.,o .. - • •° e e , a . AA i 1; .s ., ., . : a: °' 4 •.° a• ° - i a' - . °A. a • ' � .. �,; 5 ADJUST CLEANOUT RIM TO PROPOSED FINISH GRADE. z .I ;` !Ip_'�"y .,.. °'.°' ° .4• a° .° °, •4 a °° ., �' i .,1t; ',"="�1" -,.____---___..___._<•..___---- 0 a .. _ a a _ - ::�A .I 1 :.. .... .. _ ° °' ° .d . ..- °_, d° n e- .. ..e o f i. li PROPOSED RIM:236.83 f-- a �..» t \.. 1" '.._ :. 'd" •,;• .. °4 d. '�• _ _ .. •• -a•,d. , ..a v.,v1,., I19. ZI. ti O' ..f ; •e _ .�° - .d. a °'• _ q .4 e .•6•-° .• .. •4 a 17 r i CL a e a a N�•.� .'..-.. a '.° e d ••- o°.. .- °. . - 4. e-. ..° .. •d 7 ) i 1.L. I ::.'. .____ ___ _, ° ,a±- y - ° ,.._._a_� �__�� \ �,-/ _ GD INS 3.1 FOR v - - , i s -_ _._.�- 1 . TALL SANITARY CLEANOUT SEE GRADING PLAN SHEET C ,.., -,•�k PROPOSED RIM ELEVATIONS AND SHEET C5.1 FOR DETAILS. w III -.__._____._._-------.__�__-____ _�_ _ _ ,. in ,:.. ,, 'i' --�11 j l _ �� ,fid i_ .': - '\ \`"-,\,. ' ;'! . i 1 7 :, CONSTRUCTION T • _ WATER CO ST UCTION NO ES "����. -• 18 12 18 19 18 12 18 \ _ \. �� } {{ 3 `, :^� _... ( -�' , L � i //i' s { t --- 0 /I it •4 ., - 'r , ,' n t 1 . Q �• 5� r,' 1 w�'' > INSTALL 2 DOUBLE CHECK VALVE ACSEMBLY AFTER THE EXISTING 2. f . V ih.1 . - 1' r � ` 1 0 f, r r ,' 3. . ;: : 'J. � i I METER FOR WHOLE FOODS. CONTRACTOR TO CONFIRM EXISTING S, r { r{ { I rl 1 l F\�o k . >.I PIPE&METER SIZE AND NOTIFY ENGINEER. _ EXISTfNG RETA{L PROPOSED WHOLE FOODS I �� - ' '.4 i i .v .�., ii , 3 _ I l I-- � 'rJ i�'j,a .. '�3 1 .. . :: ,..`'._. : : _ = r LEAN UT DATA W.Q. VAULT DATA r . NYLQPLAST BASIN DATA MANHOLE DATA C 0 Q 1 �. f: :�,, \ . �� - . f I SDAD-1 EX SDMH-1 SDCO-1 SDVA-1 �. \ , I . SVA I r � ` ;�I' RIM:238.78 RIM:236.80 RIM=238.32' RIM:230.70 P s i . ED :IR I I i •.3 '��s I ., j:7 .Y :M1'. :: :.%..: \ , f frf;s IE iN(4'SE)=237.10 IE!N(6"SYiI)=231 A0 IE(6")=234.22' IE IN(15"S)=223.70 �� �G I N FF �o r-' \ IE IN(4"SW)=237.10 IE IN(12"S)=228.80 IE OUT(15"N)=221.40 �' 9 9� I r-1 ,/ I :i. `"i. :' `°;` '�: ,,-''r ,i IE OUT(4'NE)=237.10 IE OUT(15"N)=228.70 SDCO-2 77876PE I, i :�:f :; ,, �r,r-' ► ,,, RIM-238.42' TRENCH DRAIN DATA :I - Q. - , 1 k r "1. `; -'" / SDAD-2 SDMH-1 IE(6)-235.12 rl 1. ,, i.✓ r✓ OREGON . .1j 3 r . I r i r' 1 J� ��' �:� . �-'� �; tri ; �. ,r RIM:238.78 RIM:234.77 SDTD-1 pyo o°' r l i I 6 , ' 1 y 0 , p { - r r p .p c� 4 E f (. II k' . z 6 1 = - 10 �- . . �'. � L a �. rr- � - sDco-3 k I t I IE IN 4 SE 237.27 IE IN 15 S 224.23 RIM:235.02 i( Fp �; _..._ __.....__.-._ t !E OUT(4 NII`>�=237.27 IE OUT(15 N)-224.23 RIM-239.46 IE OUT(6 E)-232.52 , �, i , ,II I \1 i I e i �` .-'' -236.02' a f � 6rJ ° 1I .I �_, f id r O O O - EXPIRATION DATE:06/30/15 1 I SDAD-3 SDTD-2 I I ., d+- ) } 8 r 1 'S 1 7 •• I d, a ...�,fir, I '�. I RIM:238.98 RIM.239.05 I�'. I��.� �. � � 1 r ••. ._:,-:.d �,r - SDCO-4 . , r... ..! 1 p p i �i` f _ } .fes, ff i __ ". RIM 237 5 a _ :i IE 1N 4 S 237.37 IE OUT 4 NE 236.55 : `� i - 22 LF ( ) - kms. _" _____.__.._._. __._•__.__.__._______.- . __ �_:- _____--s ___ _-_ i 'III i � - r �_.. -, , ---- p DATE 6127/2013 Ii ' ��: __._.._. rz, � ,r, - _ I 11 4 = 7 IE 4 -234.51 __.._.__.,_ I _,.° U= -'_,...____._._.._..___.__c C _ : _ - IE 0 237.3 ( ) -- ..__ ° � �rw __;. _ �.�.. N . ... r- '� ,1�.`' _-__.�.-.,. ___- 4 _._"_......-_.__..__.__._..__.__.__.1.____-._.;'�j._._..__.-.---_ ----___..._._.._.._.......-.___.f_--'---.._._.____._._._ dam^ __._._�__.._._,.._._._.,_�._.� C� _......__..__.. .__. ...�..__._.__.._.__..._..._....-------- �;) __-.._ ___� __.____. __._.__ Ci- _._._ �;� ._.___..._ --- �I-j} .,✓" 5 �+ A �. �.., _, r. Ef �}�: _ f�}eI'- C(.r' i_..; 2 fr VDAD"'F + , r'c _.---._ .-.__.-.._.._,....,_._._---=---......�...,,.._... :,..w.,'.,-.,,..,,.»,,.:..v. .Y•`_7 , ;._- ,_.._._-��..�:4..-. ..._:v.-. ...____ - -- .� \ i"":..^-'.. ! ,., w __. ._.�.,..._..__- �. _.___,..__._.-_---._ __..-_-'.-_- ___ ._ __.__ _---__�h _ �- _..�.__..__...... _____ _.__• ___..__ ....._ ___._..---.__._. - - DESIGNED MDT __, _.._._3 Iz ,T' i ``� ,,r' + _w___. ="�rl _ __._.._ � _ _ _ - �_ C `,,A:U 45.3OLF� # ., � ' RIM:237.88 _.. j y._. - I •- � _..___-- r - IE!N 4 -236.50 � V � /� 0 4 . _-16 _..._ _ 1 ,������� �� ��w :r� ;"�".. `�f � p CHECKED I KSR i __ - -- . # _ ,� 2 @ � , .�..-- - 1 ...__._._..._ --- ,�.,�✓ _ f _ __.._.___.. .-_-'_,_.._..�___f f .^----- -->- --..__.._._...._--._-_ --- _ -- - L__ f -.r -.-___ _ - ar'�, �i _ . IE IN(4"S) 236 50 PROJECT# 121303210 -' i `� _ /p _. .. E I ..� ,3•" .. .. ...____ ... ._. __- v.�„,a.:. i.,. 1 ._,.__....__...._.�.,:•a^c/l'vT.,""' .'� _._ r ml 1\./' sti/ j .C...,,.�.. rtl r'� - ----- r r-,. _ _-______-_ _..._._____�.coo _._____ , 1. /- / `� IE OUT 4"E -236.50 r � _� . _..a. 1" +�• ,' (`1) -.___....__.. r c j- , '' f/,: Mr,+•r.^.. _ ��♦ \`1 1` '�ter`. y' -.._.... 111 J .-•. I .., �!` l k 1 __.,_ 4 c 1..'..I , -fL: .�\,.\-�'"Z! "4 i-r,,., r.,. _ ---•._.__._'-- - __.._. ..._.----------.........__:""5',a ...._.______._.....�_.__ ._...._......__........_...._ --sL -. ..._......... __,._..._._._.._...._...5..v,�-=- ._ p,_.... »"�`' -�i.'f" ,a� "r Y T __.___..__._.___-_--_ -_.- --1__- -- -�,�. - -_. ---- - -•�-- -- _.�. _-_---- -- -- - '- - f. - `"' �. F SHEET ITL E i , - �, r it f 1. __......__.-t ___ .V....__'-'.____. _.__..__._...__._-__..-...,,...".-_._.._7�* _.._,.._"_'.'.._.._..,,....c- 'ee`- _=°:•- "/4 .�1,� .._............ -_...._...____"`__-.._...--_... __. _. ._ ,.._._.......,..._......,_...___�........_.......___.. ........... _.,. _"_ .-_. ..•. ._ ._.a- -+,a _. .wa•• "m' -fir-- {;l.,r w __ ___- __ -.___ -__ ----_.___ _ _ _ ___ ___ � __ __ _____ _ 11r !i = - .:__.___. ... _ _-.__.___ _ ___ _ <, ..:_ .�_ w ; �, �,* ______ _...____._.__ - __ UTILITY r ' ' o ALL STORM AND SANITARY SEWER CONNECTIONS NOT MADE SHEET NUMBER 1 AT A STRUCTURE TO BE WYE CONNECTIONS. SCALE.- 1'�--30' 2 . w . SEE SHEET C5.1 FOR GENERAL STORM,SANITARY AND " l W C400 WATER NOTES. 30 15 0 30 LAND USE# --- VARIES 00000@000 o RESERVEDALUMINUM SIGN . 0000000@0 q CURB JOINT @ PARKING PLATE, BAKED (SEE NOTE 4) 2" OF 3/4 00000@00000 ROCK O 0000@ © 00000T ENAMEL. SEE DETAIL w o 0 0 0 0 0 0 0 0 0 o SIGN R7-8 ON THIS SHEET FOR D PAVEMENT 4 -�-2� SLOPE o • 0000000000@ ¢ ILL DIMENSIONS. • � � N SEE NOTE 5 }, t E COMPACTED SUBGRADE a � � 0000a0000 „ @0000000000 0.9 @000@000@@@ SIGN R7-8P NOTES: .Q 8 VARIES cc �-- -I TRUNCATED DOME ACCESSIBLE WHERE SHOWN G DETAILRESERVED 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH tl) ALUMINUM SIGN ON PLANS H OF 3000 P.S.I. AT 28 DAYS LL RAMP TEXTURE PATTERN SEE DETAIL ON p WHEELCHAIR 2 PANELS TO BE 5 FEET LONG �i DETAIL THIS SHEET USER ONLY PARKING - 1G � o 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY ¢ 1. ARRANGE DOMES USING IN-LINE-PATTERN AS SHOWN IN K APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT ® � `� E DETAIL. COLOR OF TEXTURE TO BE SAFETY YELLOW. SPACING NOT TO EXCEED 45 FEET. So' 2 SIGN OR7-8C c • PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE �..- 72 HAS CURED ACCORDING TO THE MANUFACTL7RER'S SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL � ' . GALVANIZED v RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS 7' MOUNT BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. Q L TO THE AREAS THAT ARE TO BE TREATED WITH STEEL POST HEIGHT B 6. FINISH WITH BROOM AND EDGE ALL JOINTS. 13- � TRUNCATED DOMES. F H DETECTABLE WARNING TEXTURE DETAIL STANDARD SIDEWALK DETAIL NOT TO SCALE F ••a " 12°O-0,1*. :�� NOT TO SCALE 12 TREADS r.I. 18 CONCRETE BASE SEE PLAN i - • ' i - �..___..�.�__�___�. - ° , k. FOR NUMBER d' OF STEPS 3.0'MAX • 1-1/4" PIPE RAIL TO 4 MEET ADA REQUIREMENTS 1'-0" 1'-0" TYPICAL A.D.A SIGN J 4' AND OREGON SPECIALTY CODE NOT TO SCALE FACE OF CURB 6" 1/8"SLOPE TO FRONT C--� 1"R TYPICAL A.D.A. PARKING 1/219 R SIGN SEE DETAIL ON THIS 6E, a m LC C 2.04SHEET. CONFIRM RAIL COLOR 0" CURB EXPOSURE 10" 6„ NOTES WITH ARCHITECT/OWNER , PER PAVEMENT , e 1. SIGN BACKGROUND:WHITE, RETRO-REFLECTIVE SHEETING PLAN 4" WIDE WHITE STRIPES 0 o L� 4• 4 A 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING 2' O.C. AT 36 DEGREES PAVEMENT rT I " . 3. THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A PARKING AREA _ RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. ANTI-SKID NOSING I BASE COURSE d TYPICAL A.D.A. PARKING !� L DETAIL ON {TYP) ALL TREADS 34 TO 38 �` i SYMBOL. TA j I DIMENSIONS(INCHES) 9 9' THIS SHEET. CONCRETE LANDING 8 3/4" BASE COURSE 8 3/4" SIGN PER PLAN FLUSH CURB WITH 0"EXPOSURE 6" EXPOSURE A B C D E F G H J K PER PLAN (6' MIN STANDARD, 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. STANDARD 12 18 3/8 1-1/2R 2 4 2C 6 4 1 8' MIN FOR WHEELCHAIR STANDARD CURB OR WALL OR VAN ACCESSIBLE) WHERE SHOWN ON PLANS 2. EXPANSION JOINTS. #3 NOSE BAR A. TO BE PROVIDED; A.D.A PARKING STALL SIGN NOTE: CONSTRUCT INSTALL FACILITIES IN ° ° 1) AT EACH POINT OF TANGENCY OF THE CURB. NOT TO SCALE a 30° MAX 2) AT EACH COLD JOINT. ACCORDANCE WITH ANSI 117.1-03 SECTION 502 A IDE OF INLETSTRUCTURES. 3) ATE CHS NL ° A TYPICAL A.D.A. PARKING STALL - EXPANSION JOINT 1/2 RAD MAX. o - 4 4} AT EACH END OF DRIVEWAYS. 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. NOT TO SCALE0 } W 4" MINIMUM B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON EXTRUDING, S F 2INCH. E a WITH A THICKNESS 0 1/ 3. CONTRACTION JOINTS. F 1 f r C (STROKE WIDTH) VA C/") >" W z NOTE- o° 1 '0 A. SPACING TO BE NOT MORE THAN 15 FEET. B G B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. STAIRS TO MEET CURRENT ADA 4 L F H ACCESS0 GUIDELINES AND OREGON �� __I 4. BASE ROCK TO BE 3/4"-0" COMPACTED TO GEO REPORT RECOMMENDATION Q >. W STRUCTURAL SPECIALTY CODE t�'� AND SHALL BE TO SUBGRADE STREET STRUCTURE OR 4 IN Ti E ry=` BACKGROUND 6 � � DEPTH, WHICHEVER IS GREATER. „= •� U CONCRETE STAIR SIGN N0. R7-SP4,.,. z ., L C Q W T TO STANDARD AND FLUSH CURB W NO SCALE C1 NOT TO SCALE W NOTES (� • 1-1/4" PIPE RAIL ' F POST PER MANUFACTURERS REQUIREMENTS. SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING f� f -°- CONFIRM RAIL COLOR WITH ARCHITECT/OWNERI- F-1 - A /.` ��- ,,,p�f_ - .• , -- 1.00 / E- 15,00' SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING ;A; THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT OR WIDER. l $ DIMENSIONS(INCHES) - 34" MIN-38"MAX HANDRAIL T BE INSTALLED DURING SIGN 'DURING OF CONCRETE. A B C Cl E F G H L NATES B d A :.;.. :, .. :..,,:... STANDARD 18 9 3/$ 318 2-1/4 213 1 1-1/213 1-1/2R ad 0.50 -'y•• d ! - d • a. .�- • ed• • a .. I d " -: PAVEMENT MARKING BACKGROUND OPTIONAL: BLURETRO-REFLECTIVE .. -,: ••,'• •--• ,•• ,.•- ,•d, • ....: -'y.• . . 'r.. 'a •, .. .,: -,a - 1. ON E, .- :EMBEDMENT ' a t : d . •: _. - • L: •. •. .a••. • ,S, .. .,.h .`,• id'. a•' .. Y ,•: ':a --• -.d. �'.4. •.• ♦.,.,d. •',di a.-' • .a••-_ Oc• •sd•••.••-•.. .. •:a -d•• ! �a•.. • �' . _ •• .� •••.. •• -a •'•• •••.-- -- - ..• •• •• a• •-•• .e•' - •-• '^'•-•-• - ' VAN ACCESSIBLE SIGN PAVEMENT MARKING STENCIL:WHITE, RETRO REFLECTIVE CL NOT TO SCALE 3• THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN cn RAMP HANDRAIL DETAIL ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. w 0 SCALE: NOT TO SCALE -- q DIMENSIONS(INCHES) Lu LEGEND HANDRAIL PER DETAIL o D A B C D E F G //.•' ON THIS SHEET #4 VERTICAL BARS 6 WHEELCHA i MINIMUM 28 24 3 AT 16'O.C.MAXIMUM MEDIUM BROOM PERPENDICULAR v B F DEEP KNIFE JOINT ALTERNATE BEND TO PEDESTRIAN TRAVEL E STATE HIGHWAY 41 36 4 - SER ONLY . _6°' HANDRAIL PER DETAIL . STANDARD CURB ON THIS SHEET D PR • TYPICAL A.D.A. PARKING SYMBOL �Eo oFF �•X cOrlrlNuaus � - � - HORtZONTALBARSAT � NOT TO SCALE 4 F 18"O.C.MAXIMUM _ PER X 15.15' SIGN NQ. OR 7-8C �77876PE 9� �• �, PIAN ti�o : �r ¢ C C1 G , zo o 0 0 © NOTES 0 o NOTES: OR E N � GO FINISH GRADE Q a ° 1, SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING 1. PLACE ARROWS IN f ok 10 CENTER OF TRAFFIC 2'-2 J' AFF PER PER PER 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING. LANES. SEE SITE 1, _ 21 PLAN PLAN PLAN PLAN. � - ARROWS TO BE WHITE EXPIRATION DATE:06/30/ 5 2. 3. THE"WHEELCHAIR USER ONLY"SIGN SHALL ONLY BE USED WITH THE 2• _ PAINT. _ D T LE • HE VAN ACCESSIBLE SIGN I N R7 AN ESS S G DISABLED PER RK SIG 8 C LED S NPA NG � " O ( ) � 24 DETECTABLE WARNING TEXTURE s - 3. ALL PAINT - i D c� R7 8P TO DESIGNATE THE WHEELCHAIR USER ONLY SPACES AS DEFINED IN ATE 6/27/2013 co • I N I SHEET 3. ( ) 9 I - SEE DETAIL 0 THIS � � o PAVEMENT MARKINGS ° :r (3)#4 x CONT ORS 447.233. SHALL CONFORM TO �% DRAWN I BRB - - A RAMP B " RAMP A CURRENT ODOT 12" 4 ,� DESIGNED I MDT N SPECIFICATIONS FOR DIMENSIONS(INCHES) CHECKED KSR B"CLR NOTES: MATERIALS AND I 2 1. SEE DETECTABLE WARNING TEXTURE DETAIL ON SHEET C6.1. SIGN W PROJECT# 21303210 2 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. A B C Cl D E F G INSTALLATION. 3. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. SHEET TITLE 4. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. MINIMUM 18 9 5/8 3/8 2-1/4 1-1/213 1-1/2 1-1/2R DETAILS 5. CONTRACTOR TO ENSURE RAMPS MEET ADA/OSSC GUIDELINES. ' DIRECTIONAL TRAFFIC ARROW DETAIL � SHEET NUMBER CAST IN PLACE WALL ACCESSIBLE SIDEWALK RAMP DETAIL WHEELCHAIR ONLY SIGN NOT TO SCALE r SCALE: NTS SCALE: NOT TO SCALE W SCALE: NTS C5m0 LAND USE# --- 0) O STORM GENERAL NOTES SANITARYSEWER GENERAL NOTES �'`' � $ t � a� g 0 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO PERFORATED PIPE DETAIL r SPECIFIED 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM -� BY CITY OF TIGARD AND THE OREGON PLUMBING CODE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'CL $ ch 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLUMBING CODE,AND THE APPLICABLE REQUIREMENTS OF THE CITY OF 2. ALL WORK IN PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD DESIGN TIGARD. STANDARDS AND SPECIFICATIONS. (!) W 2. NO DRAINAGE PIPINGR PART THEREOF, WHICH I WATER METER O O HIC S CONSTRUCTED OF , 3. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE CONTRACTORS HALF-N H LES LL MATERIAL OTHER THAN EAP BOTTOMO O S O T THOS PROVED FOR USE UNDER OR WITHIN Ap Y VERIFY THE C RRECT LOCATIONS BEFORE DIGGING. RESPONSIBILITY TO O BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE(5)FEET OF ANY 4. THE CONTRACTOR SHALL LOCATE AND VERIFY OTHER UNDERGROUND IMPROVEMENTS PLAN BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE(1)FOOT a $ PRIOR TO CONSTRUCTIONERE DIP IS . ® � N SPECIFIEDBELOW ). THISAINC OF STRUCTURES SUCH AS PORCHES HAND STEPS, 5. ALL PIPE TO BE INSTALLED WITH IMPORT PIPE BEDDING PER THE DETAIL ON THIS SHEET. NOTES: METER BOX � m 8 ' 6. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD PRIOR TO ALL WORK WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED DOUBLE CHECK WITHIN THE PUBLIC EASEMENTS. 1 UNION EACH SIDE 1- PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, NOT MADE AT A STRUCTURE TO BE'WYE'CONNECTIONS TO 1. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. VALVE ASSEMBLY p! � 7. ALL SEWER CONNECTIONS O COVERED DRIVEWAYS,AND SIMILAR STRUCTURES OR APPURTENANCES. PRIVATE MAINS AND'TEE'CONNECTIONS TO PUBLIC MAINS. 2. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT 3. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND 4. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE 5. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO / � .\\ � `C \ \\ \,�\ • ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT DEGRADATION FROM THE EFFECTS OF SUNLIGHT. \ \ / /� ll% n " \ LEAST 48 HOURS PRIOR TO CONSTRUCTION. �\,, /j � 4 THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES � '� OF O.S.H.A.AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING (DATER GENERAL NOTES .AND TRENCH PROTECTION OF WORKMEN. 6 „ 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH CIN 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE WATER METER APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED OF TIGARD CONSTRUCTION STANDARDS, DRAWINGS AND THE UNIFORM PLUMBING CODE. A 10 D SHALL BE OF A CLASS PAVEMENT GRADES. 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWW C1 AN 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. ANGLE OF REPOSE FOR THE BUILDING FOOTING. 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL NOT TO EXCEED 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE WATER LINES PER CITY OF TIGARD WATER STANDARDS. PERFORATED PIPE CRUSHED ROCK BASE 24" DEPTH APPROPRIATE 4. ALL FITTINGS SHALL BE RESTRAINED PER CITY OF TIGARD WATER STANDARDS. USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES AND SERVICES SHALL BE FLUSHED TO SCALE . PRESENTED BY ONE-SIXTEENTH BEND ONE-EIGHTH BEND OR ONE-SIXTH 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES S , BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. STERILIZED,AND TESTED,ALL IN ACCORDANCE WITH CITY OF TIGARD WATER STANDARDS ELEVATION 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE AND UNIFORM PLUMBING CODE BY THE CONTRACTOR. COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER THAN 36"FROM 6• CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WATER LINE CONSTRUCTION. THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN BOX SPECIFICATIONS THE MANHOLE BASE. MANHOLES HALL HAVE H 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36"COVER OVER THE WATER LINE. O S O S S A SMOOTH, DEVICE SIZE BOX TYPE � 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING 3/4" - 1" BROOKS #1419 SERIES OR EQUAL PRIOR T CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN ,� OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. UTILITIES R OR O 9. ALL STORM SEWER CONNECTIONS NOT MADE AT A STRUCTURE TO BE WYE ' THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 1 1/2 - 2 CARSON 1730D P15L OR EQUAL CONNECTIONS. 9. ALL ON-SITE DOMESTIC WATER SERVICE BEHIND METER SHALL BE INSTALLED BY LICENSED PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. " INSTALLATION SHOWN IS ONLY A SUGGESTION. 10. WATERLINE SHALL MAINTAIN A MINIMUM OF 18 VERTICAL CLEARANCE FROM SEWER LINES AT ALL TIMES. 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST COCKS IF BELOW GROUND INSTALLATION. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE FREEZE PROTECTION AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. APPROVED BY: crrx OF�GA� NOSCALE OREGON AGUSTIN P. DUENAS. P.E. A> CAPtTALCONSTRUCl'I©NAND DOUBLE CHECK DWG. No. - •YRANSPOR7ATION DIVUON aTY Et�aH�ER 737T58. .HAU RLYD. W TIGAW,OREGON 97M JULY 2009 ASSEMBLY U) �.--- vOlr�: � min 530 f- t 7 APPROVAL DATE F!l�Xs 5D3 Q w Z STANDARD FRAME AND COVER 0 SET FRAME IN NON-SHRINK GROUT ui V 1 1/8 " GRADE RINGS 2"MIN./12"MAX. W 3/4" 11 1/2 INSTALL MASTIC GASKET AND FINISH AC OR CONCRETE PAVING WITH WATER TIGHT GROUT 0 101/2 pf OR OTHER SURFACING 26"MAX. . .. wOF / •+ - W " 00 •'_ • J 10113/8 o �2 119» � j 36„ W o • ~= NON-SHRINK GROUT MANHOLE STEP - `•, / EXISTING SURFACE GRADE '•:- ' ''• \ STANDARD CAST IRON - " '' :: 4 - MIN •• ECCENTRIC CONE �' �' FRAME AND COVER STANDARD MANHOLE _ '... \ \ 3/4-0 CRUSHED ROCK •• •q• ''' BACKFILL ABOVE / G . / IN PAVED AREA GRADE RING PIPE ZONE � .. •-; ••. / GRANULAR BACKFILL OR b '• / o 0 AS • \ . ASS 3000 CONCRETE PAD REQUIRED \ e a CL APPROVED NATIVE MATERIAL o p e i. a• \ _ D CONCRETE PECIFIED 4" IN PAVED AREAS ONLY MANHOLE RING SECTION 4 v 4 MIN. \ IN AREAS OUTSIDE OF ;• a. p o o o t •.• v - v VARIABLE 1 4 p \ � � MIN •_.• � > k PAVEMENT. 17 1 8 PLUG PER PLUMBING CODE \ FINISH GRADE O O 4 O *y.J ,\ o I CAST IRON FRAME 48 MINIMUM 0 o I NOTE. •• •: o / EXISTING MATERIAL \ Oo \ NON-ADHESIVE I I WATERTIGHT PIPE PLUG INSTALL 2'x2'x4" CO 18 MI \ \ 3 4 N CONCRETE N � / •. / " " /' 3/4-0 CRUSHED ROCK MEMBRANE ,g I I PER PLUMBING CODE 4 PIPE ZONE PAD IN UNPAVED AREA. / .w Z o \ 4 �►. MIN.' I o BACKFILL / o o J M I N COLLAR I 0- 0 I `\ - I o SEWER MAN � � O PROVIDE 3/4"-0 FOR A » .Yco 0 „ 4 w 3/4"-OH CRUSHED ROCK -. \ _ AROUND 5 8 o MINIMUM OF 6 Rt2 3/8 •P PIPE ZONE O O / CLEANOUT 1/2 - , •:: •'.• ss :►o • W o _ BEDDING �� / �':' SLOPE 1"/Fr F-- 4 MIN, O \ • ' O O O ` •r , NOTE: .�: " O.D. CAST IRON COVER �••a• 12 MAX. PIPED 77 ,/, ALL CLEANOUT MATERIAL TO =' s. .J PVC RISER PIPE _ .• • BE SAME AS CARRIER PIPE. •''• •�" - '�'•.SA i : Y' 4 •• � o SMOOTH FINISH �. • • , ._. •. F PIPE O.D. CLEAN CHECK I � • •' '' . '_'• ' ,/J CHANNEL TO'y - ' j.••• •,.:.•i .. EXTENDABLE BACKWATER IVERTICAL!.: '•. EX PVC INSERT PIPE .. 314 r.,, :.• ;.. ''.. PLUS 18 MIN. � ::• . � 4 CONCRETE ' .; ,••:j- •.. ;. HEIGHT OF PIPE •3 += f '« ••«•�1: r• 8"MINIMUM• -• .;..: `\ I , - : • •_ � • 0. D QROF NOTE: s 3/4"-0 COMPACTED 8"MINIMUM ��� INE 1. 1, BACKFILL IN 6"LIFTS. / I k, 9 ! i f I / AGGREGATE BASE ROCK c� '9 f f \, CAP 77 76PE I 2. THE BACKFILL IN PAVEMENT AND BUILDING AREAS � � �\ \�`\ �\ I SHOULD BE AT LEAST 92%OF THE MAXIMUM DRY \ DENSITY AS DETERMINED BY THE MODIFIED PROCTOR NOTES: 4 OREGON TEST METHOD(ASTM D 1557)BELOW 1 FT FROM THE fl .- .,.Q: ,•,:_:r:A'- ;_. •. _ o�.: 4» 1. ALL PRECAST MANHOLE RINGS SHALL CONFORM TO ASTM tiov Qoa FINISHED SUBGRADE SURFACE AND 95%IN THE UPPER '• ' '' '' �O 2 ''•• •� -�' _-• _' ` C-478 WITH CAST IN PLACE STEPS. i� � s 1 FT. H P 6 C G 2. BASE CONCRETE SHALL BE 3 000 PSI MIN. 28 DAY STRENGTH 3. ON-SITE SPOILS MAY BE USED FOR BACKFILL IN 2-4 IN. SUMP. FLOW LINES AND INSIDE SURFACES SHALL BE TROWLED SMOOTH AND UNIFORM AT TIME OF POUR. EXPIRATION DATE:06/30/15 LANDSCAPE AREAS OUTSIDE THE PIPE BEDDING ZONE. � t --- �` CLEANOUT _ 4. USE OF NATIVE MATERIAL FOR BACKFILL TO BE 3/4"-0 COMPACTED 3. IN OVER EXCAVATED AREAS, PROVIDE PIPE SUPPORT USING » - DATE 16!27!2013 DETERMINED BY GEOTECHNICAL ENGINEER. AGGREGATE BASE ROCK 3/4"-0 AGGREGATE ROCK OVER OVER UNDISTURBED NATIVE MATERIAL AND COMPACTED USING HAND TAMPER. DRAWN ( BRB 4. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS DESIGNED 1 MDT 3/4 -0 FLAPPER VALVE SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR APPROVED EQUAL / CHECKED ( KSR BACKFILL L ASSEMBLY BODY CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. UTILITY TRENCH SECTION G � PROJECT# ( 21303210 NOT TO SCALE 5. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. BACKWATER CHECK VALVECn NOT To SCALE TYPICAL SEWER CLEANOUT DETAIL 6. COMPACT AGGREGATE BASE FOR MANHOLES TO A MINIMUM OF SHEET TITLE 95% RELATIVE COMPACTION BASED ON THE MODIFIED PROCTOR M }® DETAILS NOT TO SCALE TEST METHOD ASTM D 1557).{ SHEET NUMBER 48"0 SEWER MANHOLE DETAIL SCALE: NOT TO SCALE W C5m 1 LAND USE# --- 2808AG8" CUSTOM DRAIN BASIN 816-GA-,300081; o 2) O (1) DUCTILE IRON GRATE GRATE OPTIONS LOAD RATING PART# DRAWING# N STANDARD LIGHT DUTY 0899CGS 7001-110-1946.5(ra 0) ' SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 d' BRONZE NIA 0899CGB 7001-110-196 ��� VARIABLE � $ DOME NIA 0$99CGD 7001-110-197 INVERT ■ (2) VARIABLE DROP IN GRATE LIGHT DUTY 0801 DI 7001-110-019 HEIGHT I 1.50 OVERALL co (4) •-- B Ton Lift Anchors " LL HEIGHT TOP ^yea) "• N0. JV X Y' Castings O (Bolt-Down and Gasketed) QUS No.816-T-8-GA 30" Clear Access 2 N 1 J,.TLdL IbsY tis< s a r r (3,4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE; g, g._ u� MJ v9&6'FOR CORRUGATED HDPE ADS N-12MMOOR DUAL WALL, 2' Vent MIN. er� � DuctADSIHANCOR SINGLE WALL),PVC SEWER(EX:SDR 35),PVC DWV 1 Each End) BASE AS$EV13LY(EX: SCH 40),PVC C900fC905,CORRUGATED&RIBBED PVC No.818 B-GA 3000 4" � 27,160 lbs, n r t s {< # b�l•1iF1�(s.ki3' J = ii� 5 1.t�JG\S. � �1 � ,t P i.7 Base 21,7'40 Lbs. Baffle /Mall 1,620 lbs. Total 27,160 Lbs.281 OAG X 10" DRAIN BASIN t 6 PVC 1 DUCTILE IRON GRATE INLET PIPE 60 PVC w/Tee < �< OUTLET PIPE E t •• }; {•2Y'.y tri r � k� r-e.;-rc..'.�4F3�\,,..�. �,S�qr*. r i_ '«y.a w/Tee !S�$'$• Y 3) r g 4.. <; f ✓ta} '4 '�'y{i 1 M�`' '..,Zt+ §[ Baffle Wall f< 't`fi� f \r, may{ r GRATE OPTIONS LOAD RATING PART# DRAWING# ° ' £ } �' ` "`� kr' �' . . . -, i 'f # ' ,�Y �.#•r[X p 4 t 1'S '�,4 �e * 4f.��,7i 10 4y fP►p,ng a \ Y? f k 3 Y( STANDARD LIGHT DUTY 10990GS 7001-110-19$ 6.rJ0 $ Ton Lift Anchors ` ' ` Y c iF et S`z r F ,k SOLID COVER LIGHT DUTY 1099CGC 7001-110-199 (2 Each End in Floor) '"` BRONZE NIA 1099OGB 7001-110-200 rY s y <<! <a M r 2 VARIABLE NIA 1099GGD 7001-110-201x , DOME N A INVERT //y VARIABLE i lAR1AiFLE i ,r\�.J �y<$ Y \ s £ry<s i , F ` • ct t DROP INGRATE LIGHT DUTY 1001DI 7001-110-020 1.50 { ) • } HEIGHT I (2)--atl+'a s�r�p� r OVERALL HEIGHT (3,4) VARIOUS TYPES OF INLET,&OUTLET ADAPTERS AVAILABLE- 40 4 &6 FOR CORRUGATED HDPE(ADS N-121FMCOR DUAL WALL, . ADSJHANCO�R SINGLE WALL),PVC SEWER(EX SDR 35),PVC DWV fi SIN' (Ek SCH 40),PVC C900f M,CORRUGATED&RIBBED PVC k. ii 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PERASTM A536 GRADE IAP O Listed 713-64 5,WITH THE EXCEPTION t F THE BRONZE GRATE. The Oregon State Plumbing Specialty Code, under 918-770-0050, requires that plumbing products 2 -CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO = 4 P 9 sold in Oregon must be listed by an organization PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84 DUE TO Nate: approved by the Boord to certify plumbing products -• Contractor iresponsiblef r 1 me is a su in c a P far conformance with product standards approved b SHIPPING RESTRICTIONS. SEE DRAWING NO.7Q01-110-055supplying 9 p pp �' e a !. SII to set and assemble vault. 3-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL $130 VERONAAVE the Mech. Board. IApM© flat�. Assoc. of organization.ng ASTM D3212 FOR CORRUGATED HARE(ADS&HANCCOR QUAL WALL)& NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFCORD,GA 30918 & McCh. Officials} is a fisted argoni�ation. p1ihl 77043 SDR 35 PVC OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 81140 e I � 816-GA-3000 818-GA-3000 TRANSFER, R LICENSE THE E THE DESIGN OR FAX(?TO)OU 24E0 4 STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0 &180". ta S ,OUSE OF �, 1 W"A I TECHNICAL-INFORMATION SHOWN HEREIN . �Ivp I�tlsi.tXX11 �r�+���t�a PI'�:CaSt I, CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE RE1tIStcD BY .IJC PRC)JECT NO.INAlIIE V TO 36V. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE REPRODUCTION OF THIS PRINT OR ANY INFORMATION File Names b20ECG616GA 30flD GREASE ��������� TITLE _ DRAWING NO.7W14IN12, CONTAINED HEREIN,OR MANUFACTURE OFANY DATE 10.17--17 E IN 8101N GRAIN BASIN GE$IGN DETAILS PO Box 323,Wilsonville,Oregon 07070-0323 Issue Date: Revised 2-23-12 3000 GALLON i�: r�1 5 -DIMENSIONS ARE FOR REFERENCE ONLY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS Tel:(5f03)682.2844 Fax:(503)682-2657 oldcastleprecast.com/wilso v J U/ ACTUAL.DIMENSIONS MAY VARY 18 FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN LJo DWO$ME A SCALE NTS SHEET 1 OF'I QWO NOL 7001.110-5 REV F PERMISSICON FROM N11'L.OPIAST. X2011 NYL01'1�18T 0 W J �-- ® z W z V _ c W .6� LIJ o �1 8'16-GA-3000 0 C� ( STORMFILTER = sib �� � O CARTRIDGE y > Z Is, - a- ��E ��a FILTRATION ■ � � m �.2 m z _.4 - Jb b , " •fin s.a 16-11 W BAY =��r ., fi -ygm Y� s -------------------------- - o f-e 20 $�gg� /fir-1 (3) - No. 30 x 4 Castings I G7bm�E'� I zg8 .�m. v 6 T _ _ _ � " � �r � ��� " (Balt-Down and Gasketed) i - - - - - a - - - - � l 5 6 TRANSFER Z Qy 6 Oq 2 5 34' Dia. Clear Access a a � lUj m HOLE - O (2)030"x 4"EJ IW j COVER ' M 2'-7j" 5'-10" 2" Vent �- o #41600484,OR t + - - - - - - - - 1 1 Term-A-Duct 0 0 0 0 � EQUIVALENT 4 I --•� �- -�- -�- -�- _ I (1 Each End) r —A -.--_-_-.._ ---1 _ FLOW FLOW Il i I 1 INLET - I OUTLET z _ II I I II ---- -------. --------------, 0 900 ,. f• 900 W • " OUTLET I 1 I M IN BAY BAY A 2'-0" II I I I I II 11 I I II II - $ II I,� I i � I i PLAN VIEW SECTION B B I��� I �� _ ___________ ___ _ ___ III z 0 VAULT STYLE:51L ______= 12- MATERIAL - MATERIAL LIST-PROVIDED BY CONTECH SITE DESIGN DATA 8-Ton Lift Anchors 72 (2)-8"4 Sumps (2 Foch End in Floor) U COUNT DESCRIPTION INSTALLED BY WATER QUALITY W 0.33 CFS 1•-h° 2'-1 " 10 18" CARTRIDGE CONTECH FLOW RATE (4) - 8-Ton Lift Anchors RESTRICTOR DISK BL GPM CONTECH PEAK FLOW 3.91 CFS PLAN VIEW 10 ( K), RATE I"`� t I Resin Sealant Buy n W 0 2"PVC SLIP PLUG CONTECH RETURN PERIOD OF PEAK FLOW 25 YRS Q 1 FLOWKIT(51 L) CONTECH O PVC IN PVC p OUTLET PIPE INLET PIPE a `.. w/Sampling Tee w/Tee m FILTER MEDIA TYPE PERLITE m 1 36"x 14"TRANSFER HOLE COVER CONTECH (/� t Baffle wall Flow Line 04 ` v V.,,. LL,. ¢ Risers Available t� ui ____ _____ � 1 JOINT SEALANT CONTRACTOR - - a W 2 PLGS GRADE RINGS/RISERS CONTRACTOR ^ 1 E FRAME AND COVER AND 2 030"x 4"EJIW#41600484,OR EQUIVALENT FRAME AND COVER CONTRACTOR L N I_ f �-- ED PROF it — F S ACCESS HATCH CAST �. U3 r U_ 10 STEPS,P10CTS LANE LADDER,OR EQUIVALENT CONTECH Transfer Pipe FLUSH IN TOP (,� a- ¢ I �C'NGINFF'Q O�9 5 Outlet Ba �±' a I 41 PERFORMANCE SPECIFICATION Y a o I ;n o uj RIM ELEV. FILTER CARTRIDGES SHALL BE MEDIA FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA O -I a _ ¢ �,a, 87 PE O N 7 SO DEPTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 37 SECONDS. F`- .o: N MU SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW GPM DIVIDED BY THE I N 41 SPECIFIC FLOW RATE SHALL BE 2 GPMISF(MAXI Mj. S (GPM) ... w O TE G MEDIA MAXI - - � MEDIA SURFACE CONTACT AREA/SF. MEDIA VOLUMETRIC FLOW RA SHALL BE 6 GPMt F OF ( MUM) _. - - , • ..- . l ) •a: =A•• e: c:a: ny -'e 'e:=•:u'-'n'- °.n,•.ie =:• 'a'...o •.e. 'fid+-.• � a .4::•:'. _ •:�..-.:a-. _��: OREGON -___w___1_-_-_--_.___----_...1_ __ - - 0 4 o � - GENERAL NOTES I��� STEP YP v 0 I ) i 2 f SECTION AA o l �_:3 I 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE, r o Notes: X 9 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH - Designed in accordance with ASTM C 890 for AASHTO HS20-44 vehicle loading j I � 9 9 � A J 4 a ---� t=� HIGH FLOW ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.tom - Maximum allowable DFUs (Drainage Fixture Units) = 342 (equivalent to 3,000 gallon size) fNZET PIPE — ,_ „ -, B w B I 4 8 �n 3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN e � - Contractor Requirements: 0 o BYPASS WEIR �_ 4 THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 0 E Coo 1.) Ventilate the interceptor to open atmosphere. EXPIRATION DATE:06/30115 L_� o • - V RAASSUMING C R OF 0 - AND GROUNDWATER ELEVATION AT �� - 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD TING, EARTH COVER 5 , � I 2.) Leak Test per IAPMd/ANSI 21001 2007 Section 5.1.1. �'� _ �_ _ _ WEIR ELEV. (4 - �� TION. INEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. - OR BELOW THE OUTLET PIPE INVERT ELEVA ENG +�+ Manufacturers recommendations: �t I� II It i I fi I CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. m a LL � 1.) Ventilate each end to open atmosphere. - r, ,r DATE 6/2712013 [Y = i 41 - � i a rax. one foot dee I � �I ♦. It - IJF II I C d 5. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING WITH ASTM G 857 AND AASHTO LOAD FACTOR DESIGN � o = ��� 2.) Prior to Start Up of System, fill with clean water through outlet bay to bottom of transfer pipe ( pp p) INLET f -1 I It I 11 � I v � For best results fill to flaw line. m - METHOD. D BAY FLOOR ;I - p ll I II I -_ ++ DRAWN I BRB � +� --' --- ---� �� - _ OUTLET INSTALLATION NOTES „e l Z � 3.} Follow Regular Inspection, Cleaning, 8c Maintenance Schcdula (Sec Clean Out & Maintonance). INV.ELEV. L PTH AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND I a 4.) Optional corrosion resistant castings are available. DESIGNED I MDT z I ------ E-3 c - _ A ANY SUB-BASE,BACKFILL DE � o _ SHALL BE SPECIFIED BY ENGINEER OF RECORD. 0 B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER CHECKED IKSR 816-GA-3000 - 2 TRANSFER w 816-GA 3000 STRUCTURE(LIFTING CLUTCHES PROVIDED). DATE: W o PROJECT# 21303210 HOLE TO 6/12113 z OUTLET PIPE C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTfONSANDASSEMBLE STRUCTURE. 10 01deasde Precast GREASE INTERCEPTOR o FILTRATION FILTRATION D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT.WITH OUTLET BAY FLOOR. DESIGNED- DRAWN: File Name:020ECG816GA-3000 TITLE (n Q BAY E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. ALS NIA SHEET BAY FLOOR 0 GALLON TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. CHECKED: APPROVED: PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date: Revised 2-23-12 300 z F CONTRACTOR Tei: 503 682-2844 Fax: 503 682-2657 DETAILS ELEVATION STRUCTUREWEIGHT ( ) ( ) aldcastlepreGast.camiwllsanvllte APPROXIMATE HEAVIEST PICK= T.B.D.LBS. CONTECH PROJECT NUMBER: M 484917 SHEET NUMBER PROPOSAL P DRAWING SHEET: 1 OF. 1 WC5m2 LAND USE# --- - COM LANDSCAPE PLANT MATERIAL SCHEDULE co SYMBOL TREES ITEM SIZE QTY. COMMENTS tv �- O _ W N r TS .v4o: •.•3 r C _ - r = 571.65 327.1 _ _ - d _ ,. ., .,,••.�f •_ = '•• f• �_t _ W O ACER RUBRUM ARMSTRONG 1-1/2"CAL.I 19 REFER TO DETAILS 4 5&6/SHEEET L1.1 �-I- COM ...• • •{ . rr••.►• �•y.�•\► I•• '•1,•• •••.••. .• .••t E1J:.. .. ...•, r I J ,J� rl ARMSTRONG RED MAPLE B&B/AS SHOWN Q ,y OM _ '"' r_. _,\- �-•� - '.t.1_( r�,p a•'�-w•.•.;i_='••.J./..•�..J.-r;�•te! r'r;r r' ,�- J_j':-'r_ :-` - _T-�_- _ 1 _ r_- r _,• !--J �r IJt ar t' 'i--f ♦ •J..i •:,'L •J�`-i�J-F•rf �r'.tt� oM ...�.•.r�I:_ ..,•..-•.rt•-:te-r•{� v.i1•�?+r••.+rJ•'.:r•��•r,te♦�'�►..'t• rsy y• „�t• rC.•:l;.r.:'.••J ,.•...,�t.- 1-1/2"CAL. 8 REFER T DETAILS 4 5&6/SHEEET L .1ACER RUBRUMPA IFIC SUN T OM PACIFIC SUNSET RED MAPLE B&B AS SHOWN oM cu 143.30 GLEDITSlA TRlCANTHOS INERMIS SHADEMA TER23 REFER TO DETAILS 4f 5&6/SHEEET L1 1 N r ! coTS SHADEMASTER HONEYLOCUST 1-1/2N CAL B&B/AS SHOWN •�Q w30.00TS c�vXXr!Q,� of...y #J r rJ S TS '_ E -'-- - � Jr=r _�-=- •,;.. •, t • • i •• 0 _. PINUS CONTORTA 8-10 HT. 1 REFER DETAILS 5&6/SHEEET L1.1 W 0 F- E r z r r t `�..:;• •� oHW _____--- s ;J J. _ - l_ �_-.; -r; �; ,•: :.__.�...: I SHORE PINE B&B/AS SHOWN f r a f .•+t•• ti '-rJ r' {- Y � i • _ r st ♦ y . a 2= I- ` .•,•„ a• "� _! �= _tom :• ... '^ '•�'•.. _• e� _•� o••"• _ r•r � �-� TA BE FASTI IATA1-1/2" ,. . � G - _[ �-r-J..°:�...:�. :,•. t v, CAL./ 8 REFER TO DETAILS 4, 5&61 SHEEET L1.1 e i V 0.00 k r= r • �.{,, • ,•a•.t.•1i y !-! : r i t. •• •,.,,;s....f*:'• 0 •••s. • { lyrr�_ COLUMNAR ERUOPEAN HORNBEAM B&B/AS SHOWN Q 72 •, :r r• I � , US L�•�•:.:.t :•, +�'j��f--'� \:� ;:�� ;��'•h:•-•::-�'�• •;._•��.�•.t;:�'�t' r r ; _; '�: _ r� '� _ 3'� - r_ ACER PALMA TUM'SANGOKAKU' 1-112"CAL./ 8 REFER TO DETAILS 4, 5&6/SHEEET L1.1 v'-•-�� 'J V /. /� ':4•' '•. t..M:v'• • .• , •..• .,.J�! r'J- r ,. ' .-f}-r + I'- _ O _ Y�,:� `';. :�� . ��, f;.:;�...•';;" _ -+I , ='# J J ' CORAL BARK MAPLE B&B/AS SHOWN CL Irt- ' r 1 r f• f �_J r •d - rj 43 41 <, .° �� .:.,;:'�:t:.�-' -1 - `o `�. EXISTING DECIDUOUS TREE TO REMAIN CONTRACTOR TO PROTECT IN PLACE. aj _ r EXISTING EVERGREEN TREE TO RE MAIN CONTRACTOR TO PROTECT IN PLACE. cn 1 f ! . e E III SHRUBS&ACCENTS J t� ITEM - SIZE QTY. COMMENTS i i - J" _ f J MAHONIA AQUIFOLIUM 3 GAL. 36 REFER TO DETAILS 2 5&6/SHE ET L1.1 M °e �•.. - ;� - r - OREGON GRAPE HOLLY e I a. �. } I � rte. / -.° : • ~.,� `�, s J- 1 COTONEASTER LACTEUS 5 GAL. 139 REFER TO DETAILS 2, 5&6/SHEEET L1.1 d r� PARNEY GOTONEA TER I I yy S _I J /1 d` _r a 1BEACH ROSE ., t1 ROSA RUGOSA 1 GAL. 39 REFER TO DETAILS 2, 5&6!SHEEET L1.1 r � a' /•°., a, ,• •, d ° d _W____ f._r - r Vis+ -r ` -rl- e �. I ti` • PH/LADELPHUS VIRGINALIS 3 GAL. 30 REFER TO DETAILS 2, 5&6/SHEEET L1.1 MOCK ORANGE 4- rr J J e- r �� NANDINA DOMSETICA MOON BAY' 1 GAL. 53 REFER TO DETAILS 2, 5&6!SHEEET L1.1 4 °' °,•••° - te} -r . MOON BAY HEAVENLY BAMBOO r ` r I _ S A S d _._._..._. _ _ O ' - S SD _ S L4; ° - S SINENSIS 3 GAL 28 REFER TO DETAILS 5&6/SHEEET Ll.1 -..SS - SS SS r r MISCANTHUS SINE 2, HE a °P °dds r MAIDEN GRASS G .d SD Q 4 Q Q. d r- :_+.° •a° Q !--�" ! i I - ' a 0 PENNISETUM ALOPECURIODES`HAMELN' 1 GAL. 118 REFER TO DETAILS 2, 5&6/SHEEET L1.1 VI r rr . P• d J HAMELN FOUNTAIN GRASS J s EXISTING SHRUB TO REMAIN CONTRACTOR TO PROTECT IN PLACE. d ° •...a° + Jr 1. a- r r-r .r a.r o �� GROUNDCOVERS ° a A- A e° :.d rrt. cn ( : ITEM SIZE QTY. COMMENTS r rr r I � `- - -•'' Es= -r( rr� r f }' ARCTOSTAPHYLOS UVA-URSI 1 GAL. @ 3'-011 O.C. 2,325 REFER TO DETAILS 1, 5&61 SHEEET L1.1 BEA ERRY e ILL 23 SF ! o •.••,r.,• PRO 303 SUN MIX SEED @ 4 7 Z HOBBS&HOPKINS-PORTLAND 8 LBS.J 1,000 SF W rr•• J \ Q 4 d d MISCELLANEOUS Z �t •• <' •; ,�- �,,.,.-`� �- rJs..,. 1 \ -.° ITEM SIZE QTY. COMMENTS LLJ 0 I r I i '`�.,. _ ,. . � MEDIUM FIR BARK MULCH 3 LAYER 10 680 SF 4 197 CYa t.'w. POTTED PLANTER TYP uj n a :•.• ...a_, � l ,i . :� .f.-. .���,,,,.� . � . �= d GENERAL NOTES. LANDSCAPE PLAN , ° N� `* ; • ° 4 '1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION TO DETERMINE IN .. e ° , a.•°. a ....j ° ' +. ..r e° aE FIELD THE ALLOCATIONS THE CTU AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR I J 7J \° a 4 - • - ° SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. (D :a s � •d fa •v 4 I d .r.. # r I('.., 2. CONTRACTOR TO VERIFY LIMITS OF WORK BEFORE STARTING AND EXAMINE FINISH SURFACE, f GRADES TOPSOIL QUALITY AND DEPTH.DO NOT III °'- ` .J::. ...#,-#:..-; � _I,_i I °.e- °• G ° CDER 0,-PLA Z; ' ~ START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. •° ° I --"`�`- .f r-` - -� �-} ' -'�-' - -µt � ° - d• 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS IN WRITING TO THE LANDSCAPE ARCHITECT. J ~ � � -, 4 e- i,i,e:# a _�..`-1_ +. �-! r- �}xJ � \ � d y °. •°•• a e• 4 s ° a ; - t: 6. - \ + ':#• 4. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND �, � � ° ':A - - � � FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. m °- ' - - ` _ °. : ,_.'+ °.•- .•a ., 5. ALL TREE AND SHRUB PLANT MASSES TO BE CONTAINED WITHIN A 3 LAYER OF BARK MULCH BED. DO NOT INSTALL MULCH IN ANY WATER QUALITY d• e 4. ' L� : .a. • ° FACILITIES ON SLOPES BELOW THE TOP OF BANK. • ° a - i A" . A / - ° ° •q•' Q. 'd- �• d.° °• ° a ° - - d °: •' - ° •4- a, _ 6. SHOVEL CUT BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18"FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. E Zp d G M A BRAC G WHERE a' ° ! ' } GROUND-COVER OCCURS,CUT EDGE TO LIMITS OF THE PLANTED AREA SHOWN. •. a° ki;t x_ a° ' - ° .• a :.,{: .'x_. c � ✓ - •• 'a A 'd .' I - ° 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPEPLANTINGAREAS. ' 6- • or d; 8. CONTRACTOR TO FINE GRADE AND ROCK-HOUND TURF AREAS PRIOR TO SEEDING,TO PROVIDE A SMOOTH AND CONTINUAL SURFACE,FREE OF IRREGULARITIES(BUMPSR DEPRESSIONS) ! Li i • I- - :.•_•• -. :., :.: ""' - r : CONTRACTOR I EVALUATING OFFS AND ARE NOT GUARANTEED TT , REPRESENTATIONS OF FINAL UANTITIE OR MATERIAL .THECONTRACTOR SHALLL BE RESPOSIBE FOR BID QUANTITIAS REQUIRED BY • - . X a °.. ? A. a d a.' •a °.... ":o '.° ° d .6 ' - •:•b °. I• '4 H UMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC >. :.' :. .::.::....:::. _:. 'A .•. e . ° °e d EN E Q ANT .::. •.:•.: :.:......':: '.:• ... ......_.;•.'. x - d.' d ,. °° a PLANS AND SPECIFICATIONS IF THERE IS A DISCREPANCY BETWEEN THE N U Z a°== .. . •d•°•.° .°. G•.,•.°.•.. '.°'°d-„ •: •J• . '• .ee'd=�d-. •..$-••' • ., ..••;, - ° a_.d• . °e• .', -•c e°. - .daa•-: a •.° .°..aa e;a••. • .a'-.dd'e° ' , a -•°-. :.• : $ d7' 4 Q d• SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. .•4 °. d ; ° ^�NL A e.d. e a. 1VCOORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS.ALL PROPOSED LANDSCAPE.0.. . d° A ' - - _ ARALL HAE AN AI UNDERGROUND DRIP IRRIGATION SYSTEM FOR COMPLETE PLANT COVERAGE. IRRIGATION SYSTEM WILL BE w a DESIGN-BUILD BY OTHERS. o d 11, CONTRACTOR SHALL NOT REMOVE ANY EXISTING TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE :` • `^ ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. w d 12. WHEN PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEADTI IT U L IES OR CONFLICT WITH EXISTING TREE CANOPIES NOTIFY LANDSCAPE ARCHITECT IN WRITING, REQUESTING ADJUSTMENT TO TREE LOCATIONS. 13. INSTALLATION CONTRACTOR SHALL MAINTAIN TREES SHRUBS LAWNS AND OTHER PLANTS FOR A PERIOD OF ONE YEAR 365 DAYS UNLESS d .,. .. -o OTHERWISE DIRECTED BY THE OWNER.THE LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER INSTALLATION AND WRITTEN a NOTIFICATION TO THE OWNER AND LANDSCAPE ARCHITECT. 14. TOPSOIL SHALL BE TESTED BY A QUALIFIED SOIL TESTING LAB AND LAB RESULT FORWARDED T T E N SO H LA LANDSCAPE ARCHITECT F R REVIEW _ , . . o a• ST • . I AND ACCEPTANCE PRIOR TO PURCHASE.SOIL TESTS SHALL ANALYZE FOR LANDSCAPE SUITABILITY;MEASURING MACRO-&MICRO- GPI .::`�� ..�--:=•• �-:':-`.•-�. -` - AND OIL CLASSIFICATIONN i.e SANDY LOAM). MATERIAL FOR PLANTING AREAS SHALL CONTAIN APPROVED TOPSOILN NUTRIENTS,pH e FINE GRADE COMPOST,TOPSOIL, FERTILIZER PER SOIL ANALYSIS RECOMMENDATIONS. 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS P TRI d a i C MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH - PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWL ° NGS. `Y OREGON 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE 6 05 13 11 / a EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED,THE CONTRACTOR SHALL SUBMIT TO THE OWNERS'REPRESENTATIVE, �C 0 4 F p - . ARCHITECT, d AND THE LANDSCAPE A WRITTEN ESTIMATE TO INCREASE PLANT MATERIAL AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE •E' � a . _ . .Q .. - d _. e � S II PLANT(I.E.4N POT TO ONE GALLON CON TAINER,2" CALIPER TREE TO 2.5" CALIPER). EXPIRES 05/31/14 E:Aq 0 d 17. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR GREATER AND o ° Fffl aa_. PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC,STAKING, 0 coM F NETTING,AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN DATE 16/27/2013 OM o. CO v APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. SDC D SD SD SD SD D DRAWN I PEG SD D � � PRIOR T MOBILIZATION THECONTRACTOR ALN NOTIFY THE T MATERIAL � 18. P a oSHL O LANDSCAPE ARCHITECT IN WRITING IF IT IS BELIEVED THE PLAN M C > CO 0 _ oM � DESIGNED i PEG i IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE.SUBSTITUTION REQUESTS WILL BE GRANTED BY THE LANDSCAPE i C 0 M ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL CHECKED I KSR GP ° PLANTING WHICH FAILS TO GROW(EXCEPT FOR ANY DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE W ® N COM PROJECT# 121303210 E c M OWNER, NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. COM � - - - - - - 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED,SUCH AS RUBBLE SHEET TITLE FILL, POOR PLANTING SOIL,ADVERSE DRAINAGE CONDITIONS,OR OBSTRUCTIONS, PRIOR TO PLANTING. PLANTING PLAN I 20. PLANTING RESTRICTIONS-PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS,UNLESS OTHERWISE APPROVED IN WRITING: SHEET NUMBER A.COLD WEATHER.LESS THAN 32 DEGREES FAHRENHEIT B. HOT WEATHER:GREATER THAN 90 DEGREES FAHRENHEIT C.WET WEATHER:SATURATED SOIL D.WINDY WEATHER:WIND VELOCITIES GREATER THAN 20 M.P.H. Ll ■ 0 0 15 30 60 120 0- LAND USE# --- 0 0 o o o o • Yv o o O 0 o Ll. 00) o +� 0 1 INSTALL BARK MULCH IN 3' ° 0 O REMOVE CONTAINER ROLL BACK TOP 1/3 OF DO NOT CUT DIA.SAUCER. SAUCER SHALL BURLAP FROM ROOTBALL _� 'Q 8 c i FROM ROOT BALL ' �! i�' � MAIN LEADER TER ° PRIOR TO BACKFILLING. =. , 0 0 o tC BE SOAKED WITH WA PRIOR TO BACKFILL. ..� 11 o AFTER PLANTING. o 3/4 WIDTH PLASTIC (� n XX I o 3/4 WIDTH PLASTIC ¢ _ O � TREE TIE CHAIN LOCK d INSTALL BARK MULCH IN 3' ROLL BACK TOP 1/3 OFTREE TIE-CHAIN O DIA. SAUCER.SAUCER SHALL OR APPROVED EQUAL BURLAP FROM ROOT BALL LOCK OR APPROVED � BACKFILL WITH 12 OF AMENDED TOPSOIL. FINISH GRADE o 0 PRIOR TO BACKFILL. O BE SOAKED WITH WATER EQUAL. ¢ 0 Q AMEND TOPSOIL PER LAB ANALYSIS AND -� o (,� N o 0 0 PROJECT SPECIFICATIONS. AFTER PLANTING. J " fl o � $ v W WOOD STAKE JQ- LLLL :. .:.. LL. . . . . . . DRI HEIGHT(ALONG INSTALL BARK MULCH IN 3' 6'MIN.BRANCHING - - - DIA SAUCER SAUCER SHALL ( DRIVEN 1$"BELOW T p,L M Q =III=1 I= I I .y:::: = :: - I I=I 1 I=III=III- FINISH GRADE UNDISTURBED SOIL. CIRCULATION ROUTES) I-III=III=I I=)I I=III=1 I= BE SOAKED WITH WATER - -1 I-III AFTER PLANTING. n :i - - - .. . ....... ... ....... D TAKE �;:�-�_�:�:_ - :.�:•-I I=III=1 =1 I{-1 I I-1 l=i .�, .. . •�:.. :_: �.:�:��.�:�;�':::•�:= .�:=::-:•:�:��:� : .:�• 1=Iii-1 I 1=1 I 2x2 woo s — _ _ — _ i I_ DRIVEN 18"BELOW CL EQUAL =III .° I I I=1 11= I III I I =I 1 I -I 11=1 I I DR N - !-I - - = 1— FINISH GRADE UNDISTURBED SOIL. ;I I I_l I I I i ....... ....:: ................. . ............... .... : .... ...... .... . _ _ F 4 DEEP — — — — — —SCARIFY Y E _ : .::::.:.::. :.. -: I—II ... ... . .............. .. -i 1 I ..:_:. =::-::"•.�"• __-°- -��::�:.:�•.: .•-::. III-I I III . I I _ I-III-I I 1=1 I I .. ��=- III-I I l-III_ .......... . ALL GROUND COVER SHALL BE PLANTED AT — III I I _ AND RECOMPACT - - - - - - - - - - =11 - - — - - — _ I - - II II II - - _ I III III I I I I ���••�• -;• I-III-I I I_I I I_I I I I I I I I ���.:--•.-.. BACKFILL TREE PLANTER -III-I : :• :: I I I EQUAL TRIANGULAR SPACING PER ON CENTER - - - - - - - - - - - - - _ II_IiI— _ - — _ — _III I — I I I_I I I-I I I III III III III -III-I ,. :':��:•�,.:.�� III_ .:�.:-'�.��.����:".��:.�.•'�•;. fl _ _ _ _ i 1_ WITH 1 OF AMENDED - - PIT 8 _ _ _ _ - - .... ... - - BACKFILL TREE PLANTER I III l i l t ••� I I I III-!'•..;: ::'�: .-: :....:.::....:�:::•�:::-_-: :.�:" SPACING AS SPECIFIED ON PLANTING PLAN. TOPSOIL AMEND TOPSOIL _ I=l 11=1 I _ PIT WITH 18"OF AMENDED " „ -III,;I I-III=I PER LAB ANALYSIS AND 6 6 _i I 1=III_ - TOPSOIL AMEND TOPSOIL MIN. PROJECT SPECIFICATIONS. -1 I I- 1=1 l I I I=_ _ =1 I, MIN. " " - - - - PER LAB ANALYSIS AND LOCATE GROUND COVER ONE HALF OF 12 12 III-III=I I 1I- - — — SPECIFICATIONS. _III-.I•I -I I I_i 11- I I_I PROJECT SPECIFIED SPACING DISTANCE FROM ANY CURB, MIN. MIN. "' n DEWALK R THER HARD SURFACE UNLESS SCARIFY 4 DEEP SIDEWALK,O O , 12" 12" OTHERWISE NOTED. AND RECOMPACT IN. MIN. SCARIFY 4"DEEP ALIGN TREE STAKES PERPENDICULAR TO PARKING STALLS. AND RECOMPACT ALIGN TREE STAKES PERPENDICULAR TO PARKING STALLS. GROUNDCOVER SPACING DIAGRAM NOT TO SCALE 2 DECIDUOUS/EVERGREEN SHRUB PLANTING NOTTO SCALE 3 EVERGREEN TREE PLANTING NOT TO SCALE 4 DECIDUOUS TREE PLANTING NOT TO SCALE 0 3"MULCH HUNTER QUICK COUPLER(44-LRC) ° O TOPSOIL IN 10"VALVE BOX 0 °0 ; 1" - FINISH GRADE DRAIN ROCK MIN.311(3/4"CLEAN CRUSHED) FINISH GRADE III I _-III-I sCH.80 NIPPLE W o - 0 0 —III—I 11- - a•;a':a III CLEAN AND LIGHTLY CL N I—III I—III— —I - PAVER 4 o CONCRETE- — — —I — o — � — ........-. _ c ) — III II . I I I { a=,a�,a I-I I I I—i I I—I I I— — o III -I w .� - — — — - COMPACTED BACKFILL • T III ° ° _ = Z z z = = 1=1 11= I == Q TOP OF BARK MULCH O - I I SCH.40 STREET ELL. -- — o �S fl L I-I ° w � BE 1 BELOW BACK OF ° °° I I -I I Z — — _ _ I I—III—I I ° --� I- w _ — TRACKING WIRE 611 CURB. III Q° — ¢ — � -III- -I � N _ — — — - LL. CH.40 E C� - S I — — o�° - - T g T -) I—III—I I — — ABOVE MAINLINE ONLY I—I ° — ° III 1 GAL. GROUNDCOVER o ° I .. _ I—III—III— �- SCH.80 NIPPLE _ _ — =1 I—I I (_ • I I - — — LATERAL LINE TREES SHALL BE PLANTED — NOTE"A": — — — — — — �` I I I MINIMUM OF 4-0 FROM END OF I_I _ = III I I SCH.40 STREET ELL. _ _ _ _ OFFSET GROUNDCOVER !BLAND CENTERED IN PLANTER 0 0 o l LANDSCAPE MOUNDING HEIGHT `C� 12"FROM HEDGE VARIES BASED ON PLANTER - - - - - SCH.40 TEE OR ELL.,TYP. MAINLINE-SIZE AS REQUIRED ISLAND. WIDTH AS FOLLOWS: — — — — — 0 o - I—I i 1—Iii- cn - - - - - - - - —{ — — — N WIRE INSIDE MOUNDING =_--__ - - — — ATTACH IRRIGATION J C� — — — — _ MAINLINE —I — -I I—)�I—III—III—III—) I I—� T MAINLINE AT PLANTER HEIGHT I I—} —I I �=iii i i �—iii—iii—i i —iii O M N 361-011 � o WIDTH INTERVALS OF 251-011Q TREE PLANTING-REFER w TO PLAN FOR LAYOUT 6'MIN. ° W • • • • • s N BRANCHING W BARK MULCH DEPTH HEIGHT , , " IRRIGATION TRENCH IN LANDSCAPE BED NQUICK COUPLER VALVE NOTT SCALE NOT TO SCALEo • o 09 4-6 4 O f1 N BACKFILL WITH 18"OF AMENDED ° „ ® Z w MEND TOPSOIL PER o 7-9 s TOPSOIL A O W LAB ANALYSIS AND PROJECT 10'-20' 9 " N Z - VALVE BOX S STAMP IN CONCRETE 0 _ VB STD o RAINBIRD SPECIFICATIONS. TO MARK SLEEVE LOCATION ui CURB A FINISH GRADE 4 G4. PAVING ' r �/ I-III—III I-III- CLEAN AND LIGHTLY BE PAVEMENT = _ _ = VARIES SEE NOTE A — — — — _ — _ _ HEDGETO - - - - - -� �.-... - - - - - - - - - -I I- :y ::::::.:::::::::.:::::::::" — — — — SCH 80 NIPPLE _III-I I i-I I I COMPACTED BACKFILL -III-III I I_I I : . III-III I — — — - - = z LOCATED CENTER = - _ _ - - - - = - - - - wz z = - - I I- (— -I Ili I I III-III ! 111 I- _ : �I-III-III=III_ ��": � -��: III-I i I-I I III _ _ _ — — — BOTH sIDEs z_ � _ _ _ _ — I, — — — — — — w d _ _ — OF ISLAND. I I-III-I I I_�I� \\�:.•.• �) I I I-I�I-I�I I—I 1 I—III = I-1 I �� �� w 11 l III-I I III-1 TRACKING WIRE,6 W r MAINLINE- DIA.VARIES Z ap I I—I I—I I I=- ABOVE MAINLINE ❑ N MA NLI - - - 18 IN. — — — — ¢d- g I _III III - \ _ I I-III-III- I-I I I 0. (D ° ° ° ° - - - - - - oo - - - - - - ° ° - - ISOLATION VALVE -III-I11-I I III-I (� 1=1 I goo O I= fl �- 00 3 MIN. DRAIN ROCK MPACT SOtL TO 95%RELATIVE COMPACTION. 1—III