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Plans U � ' i it � �I1 • r �L) I ION: I f° ! HIS I I I I�!C� I �C� I I I I� L)1.1 C� IJ i� I I�1 I 1 0 RCHARD SUPPLY HARDWARE TIGARD Q .,.. w x Q PREPARED FOR O . . �► a ORCHARD SLIPPY HARDWARE CONDITIONS ,c, ., 0 t g...) 6 a z N I- 5 73) R d .; w = : m 45 1 4,_,,,,,,, 1 CO z • L U.° 51., ,..,- ==r_.,, t. TULA �1' cv z AP 1' N VALLEY HW~ - I. BEAVERTON—HILLSDAY HWY. 1.- . * 1 1-". k § 1 c) /417 sw CASCADE AVE - �' `'� O r� PORTLAND 0.. _1 ,,,t �l�II 1,.. III SW DAVIS g / . / I ,� 1... L, ii I 03r. ii i, 7� / -- -`' �W )j'i _ I ' GARDEN I �� .: r 1 I iiiiytiiiitN.� f..• _--;}.,•,,0:400 �;t, -.�- HOMER w� x 11 I CO k.0 PR Ore \X%s3 3:I ° sw BROCKMAN RD f%Nit'li � " ilsizo._____________,/ • o ��I Fop �.. ,r,.. 654 , 1". '•*.�;' , Iii/ d • . fil/y/ ORCHARD SUPPLY z OREGON /it:'• HARDWARE \ \ \ \ 2 ',Ut o �� R /Iir S. R�15�A § ---- \„ ak 4 `` g EXPIRES:12/31/12 \ ‘‘‘\‘'11, " °� 'J PROJECT ...... LOCATION �.- P.. a. U.1 I SITE MAP VICINITY MAP; inlz . .. SCALE: 1" 100' SCALE: NTS Mr w 0 11111,111141 t < ""1" , O 4114 CITY OF TI A .Approved siksas atera(s. aaLtiitei€t446[,' J z V E RT�CAL DAT�� - ;11 _VORMINSIMMISINII Conditionalt A roved.. : , ` car ELEVATION DATUM: NGVD 27 Y ( ] r: Sea Utter to:Follow BENCHMARK: WASHINGTON COUNTY BENCHMARK #331 L l C 014.:11 Lec:)19 • METAL DISK STAMPED 1/ Attached �.�� .. � MPED NO 69 RESET 1968 ". • o.,;./ . < LOCATION: SET IN E INCH SQUARE CONCRETE AT MOST NORTHERLY INDEX SHEETS Derr tNmnber: 2 �_gi, _ - NORTHEAST CORNER OF THE SPRR CROSSING AND S.W. SCHOLLS Ads f .. �. i FERRY ROAD (STATE HIGHWAY 210) JUST SOUTHWEST OF THE �y; '' 1Date: .-. SCHOLLS FERRY-217 INTERCHANGE. 63 FEET WESTERLY AT RIGHT . COVER �� MINIM COD EXISTING CONDITIONS 1 a ANGLES TO MOST WESTERLY CURB 40 FEET AT RIGHT ANGLES OF IN [y�� ei. ` A NORTHEASTERLY DIRECTION OF THE CENTERLINE OF THE TRACKS. C1r0 SITE PLAN shall be on job site ,� (tin 27 FEET S 36 W OF POWER POLE #5627 C2.O GRADING AND EROSION CONTROL _° ELEVATION: 194.536 FEET 6 __ , _ F-_. _ ,_. _ _.,,t.a- � , � ._ C3 Q STORM f'LAfV C 1 01 4.0 EROSION CONTROL DETAILS CD • _ C4r1 EROSION CONTROL AND SITE DETAILS ffi 0 SIEINF ION C42 SITE DETAILS i BLOCK BOUNDED BY SW SCHOLLS FERRY ROAD AND SW Ti— C4.3 STORM DETAILS 0 CASCADE AVE., TAX LOT 001200 L1.0 PLANTING PLAN L2.0 IRRIGATION PLAN LATITUDE: 4576'56"N LONGITUDE: 122'47'07'"W L3r0 PLANTING DETAILS LOCATED IN THE SE 1/4 OF SECTION 27 AND THE SW L3.1 IRRIGATION DETAILS z ...... `� J r : 1/4 OF SECTION 26, TOWNSHIP 1 SOUTH, RANGE 1 L3r2 IRRIGATION DETAILS ��,�;,- ;��,, � > 0 WEST, WILLAMETTE MERIDIAN, . .� o � cc _ � CITY OF TIGARD, WASHINGTON COUNTY, OREGON 9�-24 /al- _ _ cn Q z. 1 1 ° a FE9EEVFED �' 2 . o SE P � � 2012 � > CO U CITY OF TIGARD 5 0 PLANNING/ENGINEERING 6 Cn -o ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON a o 0 UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952- 001--0010L"...c THROUGH 44I HOAR 952--001�-(}090, YOU MAY OBTAIN COPIES OF THE RULES BY CALLING "'$[��[' kZ„r .ins era ' "" d w * = Ell . �F:'t:...ru_.-T.v \''alt?- cv THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE. OREGON UTILITY NOTIFICATION ,0� $ CENTER IS (503) 232-1987 . � a # (� TEAM — a. /C`D' PRO�ECT - - V - �ssg,s - •f3 t i a 37i, Ed, -,; _. ,,.._ -. _. _ -. - S ?,' G;�_ ,may .f, :Y r,,.- l-y 4. tn I / P RUSSELL OWNER DEVELOPER ARCHITECT V L R CI I ENGINEER E � ._ � LAN LANDSCAPE SC . ARCHITECT co h t ,f 'r DRAWN BY: TJN o ORCHARD SUPPLY HARDWARE S.D. DEACON WARE MALCOMB CARDNO WRG - CARDNO WRG CARDNO WRG .4� t,s €� -- '� N.E. LISAN ST, SUITE 100 ATTN. NEVILLE WILLSMOI E ATTN. KEVIN RUSSELL ATTN. SAMANTHA BIANCO ATTN, TIM DAUGHERTY } rte_ _' - �° r� ;�_ JOB NO.: 1 6550 VIA DEL ORO fi �� 901 N -, 1, �' SAN q4g — JOSE, CA 95119 PORTLAND, OR 97232 6363 GREENWICH DRIVE SUITE 175 5415 SW WESTGATE DR. SUITE 100 5415 SW WESTGATE DR. SUITE 100 5415 SW WESTGATE DR. SUITE 100 ( PHONE: (408) 281 3500 PHONE: 503 v ( ) 297-8791 _ : ' . ( � SAN DIEGO, CA 92121 PORTLAND, OR 97221 PORTLAND, OR 97221 PORTLAND, OR 97221 �� [ `-��f�x� ,*` �� ' o 419-2500 � 1 ' SHEET PHONE: (858) 638-7277 PHONE: (503) 419-2500 PHONE: (503) 419-2500 PHONE: (503) 419 2500 t ` l'O in a, Z C A 0 • 0 CNI Lk ()( ect 41 -T (3 ; ...... , .___ , , , , .3a 5a3.1 5 - , -r, r r.- 3- AVIMMEMIEMEMIIIMMenn Za.a3 .4 / 3 r 5 ,. .. _... '.r .:.:..:.r..- n::: ". -- - 4" - ...c •_ _ ... • yn _: .t , r r r 5 a3 f , R t [Y 1 GAU I ION: I F— MI6 61—ILL 1 16 N(...). 1 24"X 0" I I I A A. L,LJ U ULU h' K I Ill I 1 li l 6 >- e i �:- LEGEND o -- — EXISTING BOUNDARY LINE 6 • _ - — EXISTING BUILDING LINE 0 . X — EXISTING FENCE ta - EXISTING CONCRETE LINE § ' — -- — EXISTING CURB W P=A — EXISTING CATCH BASIN • 0 . Qs — EXISTING STORM MANHOLE — PROPOSED CURB O as — PROPOSED STRIPING a co — PROPOSED LIMITS OF DISTURBED IMPERVIOUS AREA o — — — J — — PROPOSED PARKING OVERHANG a -- — — PROPOSED NO PARKING FIRE LANE PAINT W _ � — PROPOSED ASPHALT 3 4 eb cv © — PROPOSED STORMFILTER CATCH BASIN ta CC a; . ° i ® ,/ �• . — PROPOSED ADA ROUTE o CO 4 -:"-------, Z Oh ° Cs 4g ------ - 1\■,......,.. CONSTRUCTION NOTES 0 ti ...&) 1-- 1 W 4 4 CONSTRUCT STANDARD CURB PER DETAIL ON SHEET C4.2., •�CZ I= w 4( 4 : •4 2 CONSTRUCT FLUSH 0" m .c W ,.. CO 0 , /6 • SW CASCADE AVE S CURB PER DETAIL ON SHEET C4.2 WITH 0 EXPOSURE. J d • e 3 CONSTRUCT STANDARD SIDEWALK PER DETAIL ON SHEET C4.2. N , -� r .4. v7� >- €. x • SZ ('j - _ 4 CONSTRUCT A.D.A. CURB RAMP PER DETAIL ON SHEET C4.2. a w • - ® .� 5 DETAIL ON SHEET C4.2• s/ 16 STALLS 8.5' X 19.0' ° ADA ROUTING ` a a 4 d ® / ' , 6.00 INSTALL 4" WIDE WHITE PAINTED STRIPE (TYPICAL). w \\ ... / I II \°r " 7 � Z��-C - / ', J :.$' \ 7 INSTALL STANDARD A.D.A. ACCESSIBLE PARKING STALL STRIPING AND SIGNAGE PER C 0., a 4 / ® / rf >> ST \ DETAIL ON SHEET C4.2. o/ / 20 1 4445 �,°\` W,r`� / m 6 16 10 TYP. ; y. �0 © 4 k / 4 \ 9- 8 INSTALL VAN ACCESSIBLE A.D.A. PARKING STALL STRIPING AND SIGNAGE PER DETAIL ON , <.. '. .. ie 4 d'. ', >.> :< A>© 18 SHEET C4.2. o` ''7, ir x� s r� r «¢ � ` ;T, s ai'. °, f / 4,,,y 20 y5 \�i�► '- . •,v., © / INSTALL 3 YELLOW DETECTAB a• / m ''`k `, k�} 1 ,.., LE WARNING STRIP PER DETAIL ON SHEET C4.2.. , a., 8 STALLS 7.5 X 18.0' / <= %may,::; �� G �. > 6 /. .,.Y' _.,.. v.u,.....1 / ':\ �, s` I .''•�'s.'.' l v...... <n..'�{t,. Y;�c 2� �"a ,iv o 28.00 �; : .'" �? _._. ,�. —— .�;.._.- / <' '«: f ' f;:. a �,�t d:,:a � r, :. .p J 10 INSTALL 18" CONCRETE ISLAND FLOW- / ,*,<.Is t,,.,,a,.. ,. �. > _ {; K >, ;. % ,,; s � . p q THROUGH KNOCKOUT PER DETAIL ON SHEET C4.2. OPRO�- / az.a.f ,�/>4: �• , - 7 ,� _ .- R 5.0 0 �, .( �� 'i G y>: -i -J / :s. •�� ri, x ••: i q= � d fi;` '>.r '25 / O .-,.,% , q. X.,: `y<. `r>r; r.. {' \� f:Q ,-!kY. t', ' 'J •� t <,:f„' =&Sir. j , y i s e :• ; a9 * ` <� :$.,',,2`SSgg ��((�� x N F -� t.. „ ,; �/ •v ;i;. 4 4: 3,'x-. .,.,.•. ,-•3' .,.:'_`}••' ."��,, �'„,. /q ,�•a'”.. ,' g 'R' y� c•-.; .,,,,„ " Sr V �T a �o' 2.0 OVERHANG f a, .'., i ®. ry . - � ,; .u ...A ;., ':. 11 CONSTRUCT ASPHALT V F i ,•/ > � , �y, �., $�5 00 �, ( 2 \ PA EMENT PER DETAIL ON THIS SHEET. ♦!.V` ` :' .f.r \ / Y y`S' k>>rh',..'S �l�eq y'. d A• •X. '.✓.. .,X- V �t'k,:2i, -;J,,•Q k:- -',q 3'':, .. `.' ",Z..v- '}\ cn 9 J� F '\ •',af ;.s'+•tr:Zq v'y" „? ,.Y” J 'c-:yx v"`?'s +`'- - - L3 '�•c, ,�' - Nn•'. �.J,•T,.f 1'. I :t v X� - •.v v. of 6.' p Jk� t�. ,st - 7. _.. z r, : A 654 o.y , ? :r.'sc .+'. vgs.',,:q ., °y�'ii-;#.,%a< r<< `f. `.' ;Art/h , .,>. 5 ', 4« . �. r �..�;,�. .,'. -' •_ 3 , . .. ,- 6 J ,� �.•A.. :_.�� ,<n : �, �.,N;,,� ��•�. �� 2 SCORE ENTRANCE CONCRETE PER ARCHITECTURAL P 8• t Y:.¢ �. y: �: 4r . >5 <> PLANS. / � � �,y,� ::� ' '� 20 .TYP. ...�v�. � toilikirrapp. .• _� � �v ;� s� < � .;�• y 1/ 16 ,.. 0 : 5 . - �. � ,, ;. <k, , ; x , ;- , 20 'TYP \'�w i S ,Y� q , : �4,>: t. .. . 4. :< s, OREGON A y / . - , _;> \ 13 INSTALL CURB TRANSITION FROM 0 EXPOSURE TO FULL 6 EXPOSURE. z '•: /� �1 `e y y, N�� ,$ ., �`6o F.� Ksr 4`.'��. 4`b 1 :` � 1 n yq x:(�:.'�• , y, .fit� L /I/ / ,,� ,,y _ SEE GRADING PLAN ADA GRADING BLOW—UP AREA ON SHEET C2.0 FOR CURB GRADES. os, :•f - ! •. >:l X2,.4-&: .�<` vp' ifi �3 s�',�FS % �. ��" ' �. �,rf'f / S aY N/ :<. :,, #. € ¢a ; { , gg- Om411 3.0 OVERHANG TYP. :��, ' >. ja . y>::� \ s` n r� rs q: :z-� .` ., � .. ' . <: — �. ., INSTALL RECYCLED RUBBER WHEEL / R3.00 ,. .-:. - z "` E STOP (TYPICAL) PER DETAIL SHEET C4.2. � ;� ,.�- � � ;:: .�• :• f ,. �.. ..�. -- .��- =� ;se,' 9 x 18 ,s:>:, ��: ,7��,�%��, \ (T L) ON a :" a •r ,s` ,•,sJ r` +`P ! ,��'% ,,':. y'i„ y..E y ,'�.5i /,�%� .,H;<q'r 1 Pryrw a ! r,.<,.©s. •3l ��..>.r_. �'-„yft:' V I l ' ? � ,.; Y .v- Ei , $n , ,, fi •. 4 ,,,. : sn I S 2/31112 3 r `c 1 y v.+ -, Y r •- ..$:. v 2,q» ?..l`'k. 1�, a?..l.r y.:'Tir dClO�i?�. K✓! %'' G�'{ 2:�N ,,,. ., '. .<•ry . - ,,. w q;� r.'<.;• , �, INSTALL NO PARKING SIGN PER DETAIL ON SHEET C4.2. ,�/ J ET :. 9�' ,:. - •_,.i / n ....�'..1:'t's$' r......i ,nE��.,! S'."Y, % .•i �t �..y N�- E�� ''�' t� J1 -- Y� }� �1+- 1`-?.: .�,ll \ 111•c 4 �:, /" ,kv'�W. ,. , .°.f n: jY VA,' SRra,_ �,x J I!♦ X�• '�� .--' �Y.+,� S,1<?,,!. .r�,-,.c (cJ f: d': s f - ``S C •� ,,fi, ,% N �, ' >p y '�S$yr sj C9 ,'�_-f ...%%,l n i or, 't hi ...,r .' a” V� <. ,,,,� , ? "` „;',4,:q4,7-4,`\ '4'r .:� 8 ••$,.MO ' P {'£''`. ,£;c , .' ,'� Q - `" '�tY - `_�4 O �, �s h 5 N 16 EXISTING SIGHT LIGHTING TO REMAIN. v 0 it ...--04,-�D t•, }cF., ••, vj ,•\f:'':-,. 5,-d A• , 6 J� . ? r_a � mac.. Y .. jy8"x^,,,ar.t'�;.. ,n�c st ,/',� ca' ,f�'•.. w. <:F - G:i' / y,;; ` ,/ \ -yy, .;F�r''� ...�,r"`,+.`,iu G 5,",-'' ...a^k •S7' Q ''`�r��ra < ` -- `•i!' !i,..>'.'• si ''` ® x`T a- �dh:f: ,. :a, :ys.�10 r ..•�"� + -: ;�'� =a'✓'S" ,'h,-',+, 3; '.Z% A V e �r x- v Y �X r 17 CONSTRUCT CONCRETE WALL. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. 20 TYP. : . `*,.....;4,,,,,-.,,t4:4 � s µ = 14 \ �. 0 v � N :.. tt y r zj' tey , e 2 0�, Yi 6 .r % < _ \ \ \ ' W �r . . fin` _,,` ,, ; z,��i i4f >s k qz s �`N 9s f ��-'" �"�� `ow 18 INSTALL BIKE RACKS. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. � W 8r � � —� ' z '�'''' �-y✓ © '' trs`v �jly e-5y �w l� l 0` % \ 0\ % \ • :� � � _ :,,. w� ,. 19 INSTALL BOLLARD. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. \ \ 4 4��T`�iN �i �' Q \ \ �• � �,grN �, 20 INSTALL NO PARKING FIRE LANE RED PAINT ON CURB LINE. SEE DETAIL ON SHEET C4.1• Z \ � `¢j R *It 20TYPWAi \ o \ \---\ 1 1§52.• i A � fi `� ? �` R2 50' 1 21 VISUAL CLEARANCE AREA PER CITY QF TIGARD MUNICIPAL DEVELOPMENT CODE FIGURE W ara EUILDING Ott _ ,..111.0- 11111111., ''4 ..1&:' X':' ^ ,;1?„---r—'''\ ."'''' \ \ 6 S W 0 , ,\ \ \\\ \ a (9Liu EXISTING EUILDING �f4¢ �s } $ \ . "4"1 - ,,,„,r n ,„.. S. i 4. ,-- U , ..,•- RKING FORMAON a o 4 4 (.1 Or: tsJ Al. •h` fa'i.`eY9y . 0, ,,,........„ . 4 4-1-----;;:::: ,,A, :i', , �� ,� ,':� < � STANDARD PARKING STALLS. 125 a 1-� 2 STALLS 9 X 18 K� ,� ti� �� .r?;��; � 3 '.(11) \ \ < N y q2 y , • :_ > ; " - 20 TYP. COMPACT PARKING STALLS: 23 (15%) S-t <ft CI \ �.�--' ADA PARKING STALLS 5 L]C c Ell Y � . , GP ,, F \ _�% ` ' D <� ADA VAN PARKING STALLS: 1 z U Q 19\ , g � ��,,�f : $` 10� ��¢, .. L 154* w — 0: (7 ,.e�„ay.� ,. rYa..",:;,:!n"' , act 4,,,,,*a ,: )1ce I®zw (,,,f),7V 15 ,- " > ALL STALL DIMENSIONS INCLUDE STALL OVERHANG ,- 4. of ,, .gs•,n"y,,,,``,s„0.� Olvi .�,.�r'."`.-' ' l o. i TYP. 20 ' ',>� ' '�� "; ' ,,,-..,:q., - -�- y ,...-.,„,„.., , lio ,-..-- ....• \ \ft 6 al..° 0 1 �- � ` * ------- '-----:77 4" ASPHALT CONCRETE PAVEMENT* a \ — ' ':__-'`_'`t "``' 2" COMPACTED 3/4"—O AGGREGATE BASE ROCK * o r ��.,��s.��s s � r sr 0 WSW *IV ;110.14P0 liP \ ®®,/ ra'''it= ` 6" COMPACTED 1-1/2"-0 AGGREGATE BASE ROCK z ■ \ \ a� : ....0' COMPACTED SUBGRADE * z Q , s.....\ \ "(.31_ ---\ " ®o/ ASPHALT PAVEMENT SECTION Y m z ° TESTING COMPANY WITH GEOTECHNICAL CAPABILITIES TO VERIFY EXISTING Z ¢ cn CL UJ a \ ,/ '® SUBGRADE AND COMPACTION REQUIREMENTS. m < w M <CL M 1 0 w Z Z \ ...---" ---.... si.°4#1.°. \ \ 3 —1 cx 0 a.. ' ......... 3 � D\ \ JO 410 so.s.°1°° F-v�i : ; ;:ce La v N I< 00 ai 0 O O 3 vv - Q -v o a. a W in 0 PA / PM: K. RUSSELL rn /\ a DRAWN BY: KDD/JLB rn N U • . \ OREGON UTILITY F i., JOB NO U NOTIFICATION CENTER lip 1-800-332-2344 �� ; SHEET 0 O ,- �� ,�'� SCALE.; =30 v ®Rs 30 15 0 30 < o • 0 ... •iC --.-"z 1 ., ti..-..r _-r -- ti ry _... -,: -+- .-... .-...:__.• ..... ..,:-. .... -.>---. - _ a -ae .. ,. t .. .w - .. a< - - .. .. a 3'.e_i s .. x e:.. .. • .0 .. ....r -i..a,. ... __.,:: -_ y.. .... n a -...• a :.........._".. .. -- -. .va _ a 3 ..f . Z ._,-.,♦..a. ♦ _ . v'H _ a .. Y R. ._- ... i!._._Y 7... +.'Y?- _ _ 3 -t- - - .. .r .. •,_.:---_ .•t.. -- .x x. .. .. .. . :-.-"< •. -, <r - _,. -. .• .:.... .:.z._... _ x _ . .. ,- .«- .,.- a.. KTS,e>.-` _.. +t.3 - _.. - .. -N°. a _-..Y:: _a....-. .- .. ..... ... .. .. t . . t mt -.. .s . _. s.Yt.i • - .-. ••. .:,-TS # : R.: . w .. i- ..- Y' , v_ <. - -.. ,iC, .. r-Rt .. c a. . .3+._4.,. .. f , a -.. ... ....,+.... -. .... -. -._ :.. ... a - a r -< ,.,:.4 •i_ i a-..Y," _. _. i...... fn. K:- , 'S +.- „ _ <... r.' 4.M.... ,,Y L. n.._............ .0 _ ..n -,S x.s X! N ., .....+._€J•...-rY.s..s u .. ...-'+<. <---, 'y , / .:p i..:-.t.:'...: ..'. • .-v..r is -v s•x:,:Sa:Q. • UAU I--ION: I1- I HIS SHEh I IS NO 124"x b" I I IS A I-<,hUUUEU IJKIN I , LEGEND Off' ,� . .., - - - - ♦ , •- Lifi+c--S.i+lli-- -R:+vLi ••• i�� ,%�� ,, - . o PROPOSED BOUNDARY LINE;�-1 .__ � _.„. a f , . . --TG198.08 TC197.99 6 �' ;` � �'' �-'rr ' j'` - ``` B 0197.58 _ BC1 97.49 .\\\\\\\\\\\\\\\\\\\\\\\w • - EXISTING BUILDING LINE ® N �`,, .,� $ 00• 0 �. X x - . - EXISTING FENCE .' _ -_- 1 -�.� 2 1976 7 _ __ 7C __' � ,, � , `;.; 80197.60 1' 1 80197.85 - EXISTING CONCRETE LINE § , ._ - „ __-.-- -- 02.© ) ' --.-1.,,,,,, ------- ----- -- ----- ---- \\ 169 -.- , r - - - --.- -"( 5 ~'`. . TC19 5 TC197 72 EXISTING 1' CONTOUR § t( ' ` _ _ , 2 _ ....... 7 6 E ,1 i' .` ;'' __-_ -- - 4 � '', � ''':`.', BC197.65 0 - -170 co ® , , ; ; SW CASCADE AVE ,; �, R BC197.72 -- - - - - _ EXISTING 5' CONTOUR V i t e (202.04) '1';',',,'-,,:k al ff .- _e ®_. .�.,�. \\.‘''":', 0 5197.73 169 ° PROPOSED 1' CONTOUR I ! ! ; •�r .G' t"'''I'r'Y"ii-""'"•'7'i7- am- 0 / / i' - �, `(198.46) 1�I z. ♦" 70 - N, . ••.. s - :, - - - \ �;` PROPOSED 5' CONTOUR 4% ` �, (200.06)_-- --._ ,� o � ', •:, `. 8197.30 T 7 74 ,c0 ' f. ; 019 ' (197.20) \ 3.5% I , , - ° I ,„4"" ', ' ` �''-,,�, - 207 • ---- ��, -..� ®' '',, ',,,,},, 5% ; BC197,24` 1 = PROPOSED CURB S _ _ _ ENSURE � ' �. '; TC198.77 - - (199.25} ► y '-- _2 �_ MINIMUM SLOPE '., 5� .,�;*` -- _____ ----- --.- -- PROPOSED' 01 SEE ADA ROUTE t ' SAWCUT LINE a4 ; f 80198.27 TC198.85 `, µ. _ _ _ ,1(198- �,,' (198.12} BC198.35 200 - _ _ � BLOWUP #2 % 5�,, , - (1983) 198.20 !�!! .2 �` - - ��',', PROPOSED SEDIMENT FENCE(198.1 "-- E '~ 6 . 0) - _ -- - --- - _ ' '�t•'t` �,► !�• �'- - "�" ;'"""" �o 197.39 ' �•-_, - TC198,38' --- 9g- ...., ...1, �. ... ...: :�,. ..�. ,,`� 'r! , ! , ► ( ) 1 - ,` (199.09) ',, ``'�,\.�, �, ,. ,,� ► , -- CONSTRUCTION ENTRANCE as a 1' t,, �� ,�� 9� 80197.56 BC197.88 X - , �', ,�.. , r ,' TC197.43 (196.71} 8197.30 00 ''. - �'••TC199.43 ;; ' 197.36 R197.15-_______ ,R196.62 `` . , , ADA ROUTE BL01l1iUP '� 10 BAGS u. ,� _ _ ,' - - BC196.93 ( ) -'i 0% 2.4% e r - - ..---- � BC1�98.93 �,';'�,'�, p -- Z s ,,v-----____ .__ - a , ♦ f 1.5� - I .� ° 80197.97 �'', �`',�`',''', --- INLET PROTECTION c_,i 0) R\._ __ ,- �"°i6 T_ ___ � ��,._�-- 1197' , r, - 9.Q , �a,','. .► m o _ TG197.05,, TG198.OQ ® \ J TC19 0 -- p ij 1 (195.00)\ 0` �-.� TC197.74 , , 80198.50., %.,',. PROPOSED BREAK LINE / ,,,, , • / `ix BC196.55_'- - BC197,50 T 7.5 .�` / 7-1,197.24",,1/4„.....,. ____ __:, -i �'TC1 8,2 ''•,,\ " `'�,'`�, �}ATU M c ' •� `. ---- 019 9 9 ,,o,%, S:205.00 -- SURFACE ELEVATION a TC197 25 kCi 97 09 s� 9 5 ---- .., v:///k4 f d' VV*75 EL TION DATU 27�9 TC195.45 '- _ _ ` .- i '`~ J, , J , `` , EVA M• NGVD;�' _ 80194.95 - ;. - o . ' 96 BCi 96.75 % SEE ADA ROUTE ,` : (197.98)`,, ` ,�',', BENCHMARK: WASHINGTON COUNTY BENCHMARK #331 r�� - �- _."='*,.: 4 . a" : / ~TC195.76 Alliti.,__,,/ ,. '�• `--.,_� �.6 . f._'I�-�' :, � �.,�1A. : TG198.02 � ,,,,a �� ►, R. 205.OD RIM ELEVATION - U �� f _ , .�''�� }`, BLOWUP #1 _ , , METAL DISK STAMPED "NO 69 RESET 1968" r--- w 80195.26 f ! �BC197.52 , , ,{(193.13) `7e - - _ ._,,(197.29) . '�• �°? ► , -TC197.77 's, ' ■ '\ % t ''',`', LOCATION: SET IN 12 INCH SQUARE CONCRETE AT (1.0%) - PROPOSED SLOPE Q • / �'3 - ', !y` 5' 3 '" ;` ► 80197.27 ` TC197.55 \ ' `'` MOST NORTHERLY NORTHEAST CORNER OF THE SPRR �' _ -, - TC1'94 60 / - :,- ' - 80194.10 .: TC195.40 �'��/�'�', `'a,' 1 14 7.25}� .- ., ' '-' `! BC197 45 ��,�'•. CROSSING AND S W SCROLLS FERRY ROAD (STATE (205.00) -- EXISTING ELEVATION o. `;' t �' dr ! , ( EX ° ', ; 194.02 BC194.9a `*�, (197.45}�, :-y°° � t �--�' "`I-- �s ac TC193.63 `'`/ ( ) ; ----79 / 0TC17.70 -•-' --- .�.a Ri 96.50 '� 210) 1.0� -- w l� , ,, HIGHWAY 210 JUST SOUTHWEST OF THE SCROLLS ( ) EXISTING SLOPE < €� 80193;13 TC194,78 80197.20 •�/'� (19:7.4f)..`...--,--..y' , 1 `, 2.5�. ,,,, , tt , FERRY-217 INTERCHANGE. 63 FEET WESTERLY AT -d • z ( ) (� RIGHT ANGLES TO MOST WESTERLY CURB 40 FEET AT m w 19 3.8 6 ` ` FF197.88 0 t ABBREVIATIONS(Q�0` r y f BC1 94.28"^ -_--_'- , 1��'' yr° `, � , '� lIA\' ` t , 'a A�w�R�wnl 11 iEVIATI�l�� \ '' �''\� ;`� `1 TC194.53 /r' '' ` t ` '',, RIGHT ANGLES OF IN A NORTHEASTERLY DIRECTION OF m 8192.69 37'. p% FF197.88 a , TC193 TC196.70 r► ', �� TC197.87 `, ',, BC BOTTOM OF CURB R RIM BC194.03--- 5197. t ,BC192.87�`''., 30196,20 ---*\,, ! THE CENTERLINE OF THE TRACKS. 27 FEET 5 36 W i , ' f ALL W 1 ,, ,101 "...\ BW BOTTOM OF W S SURFACE (193.56) ' ', - ,L‘A' ti ',•,,,, 37 ,, `, ` OF POWER• POLE X5627 FF FINISH FLOOR FF191 88 B ` BC197. TC TOP OF CURB j ELEVATION. 194536 FEET o�, 3.3 k. S197. 30 ,''DD ITIO'N 0 ` �� _, 1 ,, 2p �,�, TW TOP OF WALL B • OS, � (192.99)\ toppopp ,- -I'•C � - •� 0 5197.56 ,`, ' ` � 1',, � ', >�� ,` �- �+��f , �,i 194.97 'x" °-., ! TC198.54 , 9 BC1 94,47 .,p _ -- 5197.15 SEE ADA STALL • 1 . o a��_ 5197 36 , ,BC98.04 �,''',, ` GRADIN A`. ' 1 � , Ca N EROSION CONTROL NOTES D p BLOWUP #1 FF197.88 , ,, , \"\ W s t '' ' Q. 4 BUFF ,' t', ' ' `` '', a GRADES IN ALL ADA PARKING AREAS SHALL BE NO MORE THAN 2% CROSS � IN `�v p. -� , \ `5, \\ 198.07 ! ;, SLOPE IN ANY DI CT Q A - �' `� y' o , DIRECTION. REFER T DA BLOW-UP AREAS BELOW FOR l TC194.34 � �, _ 5196.31 ;a ; Q ,t 1 801197.57 ', n X543_ E BC �` , \.2ii*%\ ,�'. ! GRADING INFORMATION. 193.84 :� FF197.88 `\ ',, �TC197,65 ', 4 • ' a BC197.15 '' 2 INSTALL STANDARD SEDIMENT FENCE PRIOR TO CONSTRUCTION ACTIVITY (193.72} ; a `, g OREGON t FF197.88 /� �," ,, ', r t �t SEE DETAIL SHEET 04,0 FOR SEDIMENT FENCE DETAIL. �� ©a'` 'r `� BC197.02''r9s ; 3 INSTALL CATCH BASIN INLET PROTECTION 0 ° 1/6� lu%%� \,,,,,,% EXISTING BUILDING ' AS TION PRIOR T CONSTRUCTION S. F\ %! 19:8O - � ``, . �- � >. BW194:21 ,,_ s�' EXPIRES:1 x/31 1 80197.30 � - ,(199.12} 0 INSTALL BIO BAG INLET PROTECTION PRIOR TO CONSTRUCTION ACTIVITY. ' '" :1, ,' SEE DETAIL SHEET 04,0 FOR $10 BAG DETAIL. °`',t �., 1 TC197.36 '� �, ': w f� ,�' SEE ADA STALL l BC196.86\ _,, `; .~ BLOWUP #2 , � TC198.04 INSTALL STANDARD GRAVEL CONSTRUCTION ENTRANCE PRIOR TO o ., \ ,,, ° 80197.54` CONSTRUCTION ACTIVITY. SEE DETAIL SHEET 04.0 FOR GRAVEL . d , `,, �' QGP „ 1 +IIc �►` CONSTRUCTION ENTRANCE DETAIL. a w: ;, ,.. -°' TC198.52 - ' `,�1% ,...,, (198.68) , �� FF197.88 80198.02 "� 6 TC198,38 �, '. �� 0 ALL PROPOSED GRADES SHALL MATCH INTO EXISTING SPOT ELEVATIONS Yr .- W f' AT PROPOSED SAWCUT LINE 4 o � : BC198.13 , ; , ,-.2-, Z \ e s ',,1 li ___,„_<-: 1o0, '11*--�- '., %:' i,. '` ADA ROUTES LONGITUDINAL SLOPE SHALL. HAVE A MAXIMUM 5% 2 W 4 `\ /✓--- 4 • 4 �= 'ir ft +, ``,. SLOPE. CONTACT ENGINEER IMMEDIATELY IF DISCREPANCIES OCCUR. ,,r► ;� --r a. 'TC198.52 198- ;' 8 I CONCRETE TRUCK WASHOUT a ► 1' INSTALL C RITE T ROUT AREA PRIOR TO CONSTRUCTION R193.07 =�� \ 80198.02 = - �' 1 ! _ .� ACTIVITY. SEE DETAIL SHEET 04.0 FOR CONCRETE TRUCK WASHOUT DETAIL. 0` �.�----`-- - (197,81) 1.0°°;'11 . 0_, \ \ V } GENERAL GRADING R c:i::- �� , � •-.�----� a�Q� �. E EROSION CONTROL NOTES ,,,v , , -- 7 ( 2,05) - 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT ~ " '' f __ ' CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC MUST BE IN ..-r-- ,,, , - -- - - 5201.86---- ; . •� _ �� ..;I''*'t 1 i I,'3\ 1 � �� a (202,04) PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, (f) - ,\ � Co) 0 r , o , PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, AND PER rTh \ :.--- `, � .•'M ' 5200.05 S200.93 5201.56 Pei CWS STANDARDS. . ,. ''°� :1; OL):C:14C: <C1X6LLIC419 _ ._ _ w _ _ _ r , \?-k- 5201.83 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL (9 t4 .,.:=,,.■ ., 1 '`,* - 195 Q a BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED -/`�,� , , ,... ..„. ......100°• ,,� �°'p _ `r. 2: GRADE AS SHOWN ON THESE PLANS. 5199.84 -p- ,� \ 99.77- - -- --- 3. LONG TERM SLOPE STA$ILIZA0N MEASURES "INCLUDING MATTING»7 'S \ % ' , 5 ,��` 5200.03 5200.83- _, - 5201.45 SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 8192.55 % ♦ 5199.77 ~-- _._ ,� . of, • TC199.77 -- - 4, BEFORE CONSTRUCTION ACTIVITY OCCURS ENSURE ALL EXISTING 80199,77 -_.- ` _ - - 72)�`�� -`-- SHAVE INLET PROTECTION INSTALLED. _ ., . \ '' --- • _..�...- _ - - (199. a � fl � CATCH BASINS 1 `'!� 5199.40'-_ _ _,' S199.32 `'-- _- GENERAL GRADING NOTES '" ,. `- - - ` -- - - 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION AND ° `' ° R -' ADVISE ARCHITECT OF ANY DISCREPANCIES. ®! \ * ° i ....:-:* � �1 J n fl r 2, POSITIVE DRAINAGE TO BE MAINTAINED �° _________ __ ____ AINED AWAY FROM BUILDINGS AT ----TC198 9 t -----. . • ALL TIMES. z Z a s TC198.82 BC198.98 - _ I BC198.82 -_ ` 3. ALL PROPOSED GRADES TO MATCH INTO EXISTING GRADES ON 6 o () m SURROUNDING STRETS, PROPERTIES. NOTIFY ENGINEER OF ANY Q ¢ M _ I � DISCREPANCIES. O e. a TC197.97 5197,47 S197,47 . .47•---- - ROUTE BLOWUP ##2 - �- 5197.47TC197,47 .-.._ ./S197.47 80197,37 80197.47 S197.45 SCALE: 1"=10' �� 4. SLOPE/DIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY. a w BC197.47 BC197.47 a O a. SEE GEOTECHNICAL REPORT FOR ALL INFORMATION REGARDING LI LLI z p 5. - •r TC198,15 N I �'� SUBGRADE PREPARATION, PLACEMENT, PREPARATION, ETC. 3 5- 5° ( 80197.65 6 M m ' o ALL SPOT GRADE ELEVATIONS SHOWN ARE APPROXIMATE AND <TC197.77 TC197.37 0 �° 6. BC197.77 80197.37 TC197.77, °° °° SHOULD TIE INTO EXISTING GRADES. GRADES SHOWN ARE MEANT TO 5 3 TC197.77 TC197.77 TC197.77 /t. 80197.77 FACILITATE DRAINAGE TOWARD THE NEAREST CATCH BASIN. NOTIFY C� 80197,77 80197.77 BC1j 7 TC197.77 .f �TC197.77 /' ENGINEER IMMEDIATELY IN CASE OF DISCREPANCIES. ' Cl �° 7 80197.77 '° c TC197.77 TC197.77 TC197.77 TC198 27 C3 r= ao d 80197.77 0 TC198.27 a o 80197.77 BC1-97.77 BC197.77 BC197.77 cy 80197.77 a Q -�� •, 7• ALL EXISTING CONTOURS SHOWN ARE APPROXIMATE AND ARE < oe + , , f PROVIDED FOR REFERENCE ONLY. ACTUAL SUBGRADE ELEVATIONS ' E : a - _ , j SHALL BE CONSTRUCTED BASED UPON THE FINAL SPOT ELEVATIONS oo . ► I AND CONTOURS INDICATED ON THIS SHEET. � r rn � « °� PA / PM: K. RUSSELL r2 C t LIJ ,r..-_. `" $.3% 4.2%°11 TC198.52 a DRAWN BY KDD/JLB . . - . BC198:02 g I TC197.88 TC9 97.88 TC197.88 TC197.88 TC197.88 TC197.88 '� 6 JOB NO.: BC197.88 80197.88 BC197.88 BC197,88 BC197.88 TC197.88 TC197.88 TC197.88 TC198 38 OREGON UTILITY '` BC197.88 TC198.38 TC198.38 b 48C197.88 BC197.88 BC197.88 BC198.38 BC198.38 BC198.13 - FF197.88 FF1 FF197.88 1 NOTIFICATION CENTER SHEET v� 01 -. - 00-332.2344 0 i' CV ADA STALL BLOWUP ## SCALE: -3a .� SCALE: 1»=10' � o......... � ►0 30 15 D JO W r, SORB td .- : '•'.i.a. x-- a.:-_:.t:.•TT' n :.a: ra,,;. ..\. 'v-;_r .s - .. -5. -.R,^F.s :. d _ _ _ - a.. w -v: r,. ,,,_.s.,- ♦-u.,.- y .v, ,.. - >_SE" ..... .r-... -.-. z. ^.;'•.-•.s- '. • r_.. n. = E*kLi(S:ti`S•' 'IA. r. -_-+T-i.','..-»:• .i;..._ .. .. dY. "._w: La .W ::-5:a.6...:5'.J,i'.-J:ds .:_...- ^e KT.rv_ai._.:. i,... ,....,5.. .,f.:.x2., l..♦..}..^v!•%. .-.Y ..-.i_..5. . ... a X.. ..-. a,.'f_,_•. u- ....-F F,t ...:.•N. .. CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT , LEGEND ›_ 4 �—IIIIMIMMINNINTOM — EXISTING BOUNDARY LINE 6 - EXISTING. BUILDING LINE - X - - EXISTING FENCE 3 169 -- EXISTING 1' CONTOUR W - __ _ _170 -- EXISTING 5' CONTOUR 169 - PROPOSED 1' CONTOUR 03 _170 _ PROPOSED 5' CONTOUR SD — EXISTING STORM LINE ° - EXISTING CATCH BASIN o 111( 0 EXISTING STORM MANHOLE . 0. -•- PROPOSED LIMITS OF DISTURBED IMPERVIOUS AREA - PROPOSED STORM LINE a - PROPOSED STORMFILTER CATCH BASIN T nce- • -,,,, 0 Rl'e- 2 STORM CONSTRUCTION NOTES F F C a) +` �`'�. a REPLACE EXISTING CATCH BASIN WITH STORMFILTER CATCH BASIN, SEE STORM w 104 ''' ''- DRAINAGE STRUCTURE DATA BELOW AND STORMFILTER DETAIL ON SHEET C4.3. o � w-.t. '� ►� \''. ...:.. "`--- `--� _ _ _� �� ® 2 INSTALL STORMFILTER CATCH BASIN. SEE STORM DRAINAGE STRUCTURE DATA BELOW Q °' I. 1�1 `,,~ '"a- � fi- - - - 8 Nom"'' ti � -mot' s ; d ' -____�_ .� sf ' •• • AND �-� R, - _ � STORMFILTER DETAIL ON SHEET C4 3 � � � --. w dr ., r r i�,, SD JJ I �' Sp---/ SD,,,' '' SD��_ Sp _mac�,_ _ -��' W r , r ----F� 0 FD, - F. - — \....N.,.. 3 CONNECT NE1N STORMFILTER CATCH BASIN LINES INTO EXISTING STO '� �-.' ,' , c•==.�"--o �, ,_ ,, STORM LINE. �o ``~ ,�� ---------„,~ . - ry ° -'-- w �- �'`:�, CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING STORM LINE PRIOR TO _ -�. r•` 0_ Ni- ' ;' -° ' �- ``;; `. CONSTRUCTION AND NOTIFY ENGINEER OF ANY ISSUES. te_ p LL V -------------------------------- -- LIMITS OF DISTURBED IMPERVIOUS AREA 1 - • • /- f , -ww!.. , ._a:r,-n+...-..u.rw.wn - -. ,- '` -vw+n �,,�� ` •r, Q Si " 4 ! J- , , 1_ __�-:_ ww._-� � � n.-" mss.`' ` +•?\, 0 r /LL,YY Fg• .✓ ° ''� ti7 ,' . ','r r,'' - - � + ',,. CASCADE AVE ` `,':;',, - 1 k 1 1J - + ~I;+`.\, ® INSTALL LANDSCAPE AREA DRAIN PER DETAIL ON SHEET C4.3. CONNECT INTO NEAREST o ' �/ -.- S ' ';,,,�;,\ DRAIN LINE. CONTRACTOR TO NOTIFY ENGINEER OF CONNECTION LOCATION AND � ��. m - O • ---- ------- STORM h- ° i , Q , ,'' j �y �'I ` �®.. ®.� ®_ _- --�_ '.'':�•�` DEPTH PRIOR TO INSTALLATION. q 9 1 .,..[ }/ ■.. / - 5'51•,1 A .q/ V , /•� , ' 1 ► `' '�O'•,,, ® INSTALL 4" STORM LINE FROM BUILDING TO EXISTING STORM LINE AT 2.0% MIN. STUB m �- ' . ,‘, ,tx ,.; / . . . I - - I -----2O1 1!._ Ki---,,,11111__ % , ::::, STORM LINE 5' FROM THE BUILDING, AND 2.8' BELOW FINISH FLOOR ELEVATION. STORM gm CO ONC it, 1 4 ,f `.., -�-- - +`+, LINE SHOWN IS ILLUSTRATIVE CONTRACTOR TO NOTIFY ENGINEER OF PROPOSED LAYOUT w ' ,/ , ► ` ,t 1 - - - - _zoo, .. ~ - - ~2oj. �,;,,, PRIOR TO CONSTRUCTION. z 0 _ t I , — _ — 1 I,It o ` ' . -- _-,_ ► --- - _ �j'1\5'1 ORM DRAINAGE STRUCTURE DATA BELOW AND STORM B• _ 7 INSTALL STORM CLEANOUT SEE ST j , LA g ♦� ® r�s- _--- � •. \s„,,, ' ` ` CLEANOUT DETAIL ON SHEET C4.3. a i N, ` , �/-` ~- __ - - - ~ ~ ~, 4 Y, `�,',+ INSTALL STANDARD LYNCH STYLE CATCH BASIN SEE STORM DRAINAGE STRUCTURE m ��Q PRD�� , / / . �,. ttl ;' : '• ~, :.t....._ ^ ~- � $;-____-- '','','',,1, DATA BELOW AND CATCH BASIN DETAIL DETAIL ON SHEET C4.3• CONTRACTOR RESET ti� tN�t�/9 f4, �. // I -...- .• a fir. 7 „„ \ ♦/� 4 5 w www ♦ ( .� EXISTING CATCH BASIN -- EX I GCATHB IFSUITABLE. T • — fig$�a a-_ .... �, `,`I`', $' 64 PE l ' l - V }`�8'` "~ 1 ' ` ' ` DRAINAGE STRUCTURE DATA BELOW AND a ' - - - - - - -'~~ �..'T $- . - - f �` - ,,1',,`,, INSTALL STORM FILTER MANHOLE. SEE STORM D is -.. _ _ _ �� :_-� DCB A3 1 ' ~ i97 ;f', �'o STORMFILTER MANHOLE DETAIL ON SHEET C4.3• g - SDA l ' CTV , 1 GO 0-- ■\, i--,,,,v&L y 0 9.10-,c,c,,•• / • .$ i . / / ...- , ? ----ollifilt*4041114--fr.,,, , , \ •r c j x• r� \ ',,\ : ”\\ 5 OSDCO-Al • , \ •- A A♦ EXISTING ONSITE STORM SEWER LAYOUT TO BE VERIFIED PRIOR TO ANY 0 EXPIRES:12/31/12 � r '` // "�' ` ° -- - _ ,, r � " ;'J �``I,`� N `,,,`tl'`I, CONSTRUCTION ACTIVITIES. - ,�//�+ , �, p ti , t*Olga ~ \ g 1 f 0 r y ; , + / ' .'4r *S_ ' ' ALL STORM DRAIN INTERSECTIONS THAT DO NOT OCCUR AT A STRUCTURE SHALL BE J 1 1 1 LLI - o ', //1, - - �g ,(�'. , Y CONNECTION L1, /`',1 '1, ! '� : s ` - '?H 11 4}. _ `, ,l .., .. ! �1 -_ r 1 11 r i.. 1 �, .` � ,' 1 C A ' ` T } DRAINAGE TURF DAT 1 0 `^� ii; - _ - D B STORM STRUCTURE DATA r ` SDCB-A1 SDAD-A1 4 M , © `' ''t ... ' ``, ' ` STORMFILTER - 1 CARTRIDGE RIM: 197.30 •f 1 , OSDCB-A1 _- - _ `,'5 , \� o� r' ;;, `� \ k , ,' RIM: 192.69 IE OUT 195.30' ‘‘ \ 5,5 `z --` ' BUILDING !. '~ '; ;'', , E OUT (SW): 190.39 +� 1 SDCO-A1 /' '► ADDITION M1 , ..... -.. ... --� `4 DITTO , `', ' \ , . . o a ,. �,_, , k r '1 ' SDCB-A2 RIM 197 84 ', ..-y ` \\\\\\� ``5, _ I E OUT: 194,9Q* : 1, 5 L ° 1 ,, ` STORMFILTER 1 CARTRIDGE 1 0 N :- .. ,,' ► , RIM: 193.08 III 0 0 SDMH-A1 g ` 190.78\ 1,} , -� ,� i �� 1 ' ` STORMFILTER -- 1 CARTRIDGE - f,1 1' / ', u I,/(. •¢ - •1 0 1 11, \----:\y. ,1' t _ s`E` l 1,1'' ' •1 ,-r, -` ** ) , ,, SDCB M 71 RI 19 5) = ', , LYNCH STYLE IE IN (SE). 193.82 a� f/te a',, ' a tOilli---117--- `,, 4• - ';, RIM: 196.62 IE OUT (W): 193.62**** �, _ . 1 , J 1 ' ��, ' Q EXISTING BUILDING SDCB--A5' ,z' '',� �,`4 -ass IE OUT (W): 194.32 j \ j 4 V' � , • r 5 1 4' y • ; ; Nt, SDCB-A4 5g};� STORMFILTER •- 1 CARTRIDGE - F,13 4 4 4 ' 60- 1 - ; '1, M: 196.50 RI ,, j (1(7)< crii MW `I,� .. -- -r w3� IE OUT (SIN). 194.24 ,. . SDCB-A5 Ill o Cif) 5, STORMFILTER - 1 CARTRIDGE 0° �' `,., GP '' ,: RIM: 196.60 '- ��-� IE OUT SW : 194.3{3 ti 1 CO \ s, 1 t 1 . , ', •-, SDCB-A6 0 1 1 � 3 ' 3'' ---f ,, ,, '� ,f STORMFILTER - 1 CARTRIDGE Q ' .A o sC 79 , ' r`,, ''\ �`,• \ o RIM: 192.54 i 4 ~�i _, -_ 'S ' tI l'' [E OUT (SW): 190.24 ° 4 , 0* : ,\ \."<>"f %-;' 1 _ -10 ...--- � 1 ♦ *** CONTRACTOR TO VERIFY DEPTH OF CONNECTION PRIOR TO �� p ØSDCB-A2 �. ..r'''°�� - - --' \ INSTALLING STORM STRUCTURE, IF 2% MINIMUM SLOPE CANNOT BE •. ,,� �/ OBTAINED TO PROPOSED CONNECTION NOTIFY ENGINEER IMMEDIATELY. �, w -- �r 197 ,5 , , -J J \ I , ., m„ } / - i i f m 1 \ ,,, t , �y 5, - -1:5 - - - - so VI \ , ØSDCB-A6 \I\ ,-- ` ' °-....--- \ , 1 ! co o \ --- ---- 1 \ s, ,� ... : -a s i . 1 �� ci 1 PA / PM: K. RUSSELL 4) 5 a in I 00 . ,,g,,, - iiiiik*k\ sego .-, i 1 ` DRAWN BY:OREGON UTILITY JOB NO.: 1 \ NOTIFICATION CENTER N W C's1 04 01 \ 11! OP i 1-800-332.2344 SCALE.• 1”-=-30' SHEET re) ,r�/ C'> a JO 15 0 JO Ii4p 10\' ORB in gi C 3 • 0 ,. o , . w , , 1 , ....., , , . . „„ , ,„,■ i - I, __ :,.-. .. .,x, _...... .....:er _._a._ .-...... _ _ .:.......... ..._ e. Py'TY. •."r.'.r Yr :ta .. - ._-._i. .i-=3'.._.. ..- a.. . z. x' x `PFi'ys'E c .. .-_.._: d_.'w 3i'tii+...row.s--GZ•65•+J_m'' .mr "-'_--'-' :. ._ .c - .... uWU I IU1N: II- I I-1I nI= 1 I INU 124"X.ib" I 1 I A KLVULCV I-1111\1 I cl 3 . i.. 6 Z w 2 WET WEATHER EROSION CONTROL W THE WET WEATHER CONSTRUCTION SEASON. IS BETWEEN OCTOBER 1 AND MAY 31. THE CONTRACTOR SHALL BIO BAGS k FOLLOW THE GUIDELINES FOR WET WEATHER CONSTRUCTION AS OUTLINED BELOW AND ALSO AS REQUIRED °- BY CLEAN WATER SERVICES. z AC PAVING. m ��,�� 1 SPECIFIC WET WEATHER CONTROL MEASURES ` • j • • F``...,,A,k,,�. 3 �. c„ ! c, a `� ,c..» ,44,404114.7..►-�'��+ !.+tit 9 1. GROUND SURFACES EXPOSED DURING THE WET SEASON SHALL HAVE TEMPORARY GRASS COVER 1 #4. .. l•' 4•� `'' MEASURES FULLY ESTABLISHED BY OCTOBER 1, OR OTHER COVER MEASURES WILL HAVE TO BE ...i I - A"""µii- r' r"°`�0;$ ! I IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS ACHIEVED. TO ESTABLISH AN ADEQUATE I ... . :-. t,2.. m GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 1, IT IS RECOMMENDED THAT SEEDING a ;LW •° ` .- -.;:,•.•'.a I :LUU . .,, , ,"• ��::, R � � R a,... '• ,*.�2• HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB /ACRE ON SLOPES :=1 _ ;. 0 ° 2.5 TO 1 OR STEEPER, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT . . _..-_ "�. . .•.. �* c .Q (BONDER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH SEED SUPPLIER � I _:. w �` RECOMMENDATIONS. a CO co -... g 3. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 0 ' w 4. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO LANDSCAPE PLANS OR CURB CUT a. ` Q 6 Pi z RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE V § T� cn z ROUGHENED BEFORE SEEDING BY "TRACK-WALKING," (DRIVING A CRAWLING TRACTOR UP AND . NOT TO SCALE ° '1 g. DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR z OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. (t(t ci) ..- q 1--1 ,:i 5. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR m MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY 1 JURISDICTION. 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): 0 DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT B m CREEPING RED FESCUE, 20% BY WEIGHT APPLICATION RATE: 200 POUNDS MINIMUM PER ACRE h' II -CONCRETE WASHOUT PIT AREA m cc3, is 2. STANDARD HEIGHT GRASS MIX . DPROF 8. WITH SIGN. SIGN TO BE POSTED AT Q �� GINE �D ANNUAL RYEGRASS, 40% BY WEIGHT = `� ti� ,'i' 9 TURF-TYPE FESCUE, 60% BY WEIGHT ALL TIMES. 65433PE APPLICATION RATE: 200 POUNDS MINIMUM PER ACRE 0 ,7_____ . - 0 6. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S NOTE: § ve,OREGO o4'` RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND , � Y Q9' � ` 1. WASHOUT AREA TO CONTAIN A MINIMUM OF 3 CY (IE 9' BY 9' Ca iN S.. . 11SS WETLANDS MUST USE ANON--PHOSPHORUS FERTILIZER. � S. R BY 1 DEEP). 7. •- WAT WATERING i N EXPIRES:12/31/12 ERN SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. 2. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY, 4 ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE CAUSING RUNOFF. - z 3. CONCRETE WASHOUT AREA TO BE REPAIRED AND/OR ' 8. RE-SEEDING -- AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION Lai ENLARGED AS NECESSARY TO MAINTAIN CAPACITY. 0 SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE 4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REQUIRING V MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. AREAS WITH LESS THAN 95% GERMINATION CONCRETE WASHOUT, REMOVE WASHOUT AND RESTORE THE AREA WILL BE REJECTED AND NEED TO BE RESEEDED. TO FINISH GRADE. 6 (,) - W o CONCRETE TRUCK WASHOUT , .. . ›.....e. NOT TO SCALE a is :-: .P �. FOR FURTHER INFORMATION w, i‘ rrnn<! ON DESIGN CRITERIA SEE ` (.J,� CHAPTER 4 OF GLEAN .WATER 6 W�� r ANGLE FILTER FABRIC SERVICES EROSION PREVENTION C Ci")<IC S . S • FENCE TO ASSURE SOIL IS TRAPPED AND SEDIMENT CONTROL ��r,G ' . '.,. 0 �� PLANNING AND DESIGN MANUAL. w _ O Q.- . •:Q °• ' °•6't 0., .. 1" REBAR FOR BAG REMOVAL : > < ..,, ;10 ''•p •.} ,•:�• •, . •• . . CATCH BASIN GRATE z (i) < 00 00000 •1 6..,:.r .. , . .4.„. 1••• .Nit.•.2 4 :7' • wf- 00 RADIUS - 25' MIN. - ••. •. ' (0 'Q '•• : .. •°` INTERLOCKED I IN NE a s . 0;P. aF! c� . 2"x 2" POSTS . . �r�II♦��♦rtIt�IIrr�1��1II1�11 - CLEAN PIT RUN OR 3"- 6" CLEAN ROCK •� �• O�� 44 Gc'ti� P Vi CATCH BAST •• •. .► ►��►�rr�y��►��►�►��►-�r ��w ,r� ., �,�y Vi' . AND ATTACH N- MINIMUM 12" OVERLAP 1'• •' . . � � , l '> ' " " �� NTS OF SEAMS. •��• .`.: �±� I� dl., �� :.�>•; SUBGRADE REINFORCEMENT \'' * .�• Q4., 4.I #.I ,I 0 GEOTEXTILE, AS REQUIRED + + t ...• tit4� � �� •.ia: . EXPANSION RESTRAINT`$" MIN. USE STITCHED LOOPS t + + ttt + ttttt;:+ t p � '.,•• . + + + + + + + + # t + + + +:>� + + +• e'..• • '••t S40� : , . e • DEPTH 3' minimum OVER 2"x 2" POSTS NOTES' •+ • • • • • • • • . • + • • • �•�� -_,.t+ •• * � from toe slope. + + + + + } t + + + + t + ,<+ + + + t , + ! t t + t t t t;.` •t t t t + ti �+ 20 MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL P + •+ + + ,. + + • • ; + • • • + • e • I z 1 P BURY BOTTOM OF FILTER FABRIC 6 • • • • + •.+ • • • , . + + + + + + .i . ,as o VERTICALLY BELOW FINISHED GRADE. •tt++tt++++ j . `#+++++t++� ++t+±\ +++.�1 +• • +}+ ••. �� ••,* ' GRAVEL CONSTRUCTION • • • • • • • • • • • t • • ▪• • • ;'`• •' A.; � n C 4 ► " 2. 2"x 2" FIR, PINE OR STEEL + ` _ ••+tttt+ ++++++t+++++ • ++++ ++t++ ++++++ •+ ' :' .••• ENTRANCE CURB RAMP �, -"�, „ ++t+++++++++++ ++++tt+++t++t t+•t+t+.: ++++++t++}t+++t _.: •>t+.: STORM PIPE ''• •:, ; m 4'-O" FENCE POSTS. + + + + +• + + + + + + • + t + - + + + • •+ + + + + + . . • / •, MINIM �. + + + + + + + + + + + + + + •;-.+ + + + t + + + • + + F- WtL ♦ +++ i+t+t++++ •+ + t • + + + + + + t �' + + t + + + + t t # , re Z .. POSTS TO BE INSTALLED ON + + + + + + + + + + + ,i� Q • . ,.. PAVEMENT /I/#� 3 +++. + + + t • tttt + .' t▪ + t + t + t += + t + , + t •> I'® .� ' •• � Q. UPHILL SIDE OF SLOPE. + + + + + + + + + + + + + � . + + + + + + + . i. f . . . . , .• -r .••.a t �`.. w4 �-- . - r''' •''•:� 4 F ERIC ++ tt•t+t t + + + + + + + + + + + + + + + + + + + + t + • • 4 •' 1 •. s b. i` • • ►•� t ffE :rM:H:D::::DIER A * ••► �' '•+ + • + t } + + t t i + + t t t + t t t t t} t ! r •••t•'i :.1.'• 5. � ��, •�+ + + + +•+ + + t + t + = t * . + •+ +, :•� • * * •▪ �:•�-- + + `� + + + + +++++ 1 ..:. .1 s' Fl SPACING ON _ I� �J �J�' � i•• i•:•... ••. • -+•- t - E - G X2 X RUBBER BLOCKS• ACCORDING TO 4(, ,... DETAIL NO.940 II• _i ,..1 „�••• .. + t + + + + + t t t + T +• `+ # t t + + + + +j� r i1 l••.+.: RYA~ L' K.4.�w 1��...�.�1X. X^rr•t f.�1■��IR� �.f■� •'1. -N. YI'll[ Q ��^ Z .- -; .: t NTS _•�,. ._►I._.��.._»._��._i�lyl•.�)■_"11E_ �'.' O O POLYPROPLENE 0 z NOTES: Efi 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF BARRIER REQUIRED 0 TOE OF SLOPE. FILTER SACK (WOVEN) ii«=a i'i•+=+•�•�+ ++s�i•i*+=:i=ii•f•r i a•�;ifi i•ii=i•+•i•i•i•i=i•fi+.=F a•i•i•� ►=+•it SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN •*'•: ::::::::::::•`:::::::•:::••+'••••+•+•+'+••=r+•+•••+❖+••• +- +•f•+•+•«s=t•.•+/ ••❖: FILTER FABRIC MATERIAL •y«• •.«.««,« .,.•«•«+«•:+.::+:. : . •'••• ••++•+ .,• PLASTIC SHEETING •s«rc•++ i•a•�++•+++•+t.�►•i+i++•i++«+r+r+••+i•+•+i❖.+••+++►•s++••i++•++•+❖+#+++=.•i•a� •+•a*• OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ►,•.+•• ,f,•.•._.•.•.•,•.•.❖f•.•.•.::❖.•.•.•..❖«❖�,❖.•.❖._.+.*•*.❖.❖••.� si=••� % Z • .�+ ..+.+.�..+.+.«+.........++++.+.•++..+.,... +.. 36" WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 2'-6" :+•:* ;❖:•:•::•:+ •;*#•:«i•:❖=:•;•::❖:•-•.•:❖:❖;•.❖::❖-❖=•:_=:•: f: W C4 ••+ti• ••+•>•a i++l•+i••s•••1•s i i*•,•+•+i i i•w++•+=i=ii+•i+ai;a a i....•.+ �♦. - � `^ M 3. WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE `•+:"•- ,:••i+++•••:,-.- •:::;:=•••••'•••••••'••••::•••' '..::••••+:•.: :•• WOVEN POLYPROPLENE SACK W�,• Wes, i•++a=i +•+•i•+•+•►•ti=.•,•f•••••+•+=•=i•••••i••+is•+•«•O+•+•i•+•+•+•i#i•+•«'+yi•i•i•«•t ►•+•. co THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4'-O" ,•••,•: .••+•.•+•••+'.+.,•+•+•••+•••••+••••+••+__•+•••..... +•+•++••••+•+•+++•++••••+«. +•• d•4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ••«.I,, '•••..'..•••*:••+*•'•❖.4...._'••••+••••••*••••••+••.•••.•••••••••••••+- .++•+ NOTES' ii 0 ENTRANCE OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED yr , •.�+•*•.•.*:.•••+-.f.•.r�+ s•,•«•i•+i*+•+�i+�+++•+f+.=+++ =fi .__+.•J FILTERING SYSTEM. , a j � � ' f 1. MINIMUM 12 OVERLAP OF ALL SEAMS REQUIRED. a 5. DIMENSIONS 2. BARRIER REQUIRED © TOE OF STOCK PILE. i W . g ui SINQLE FAMILY 3. COVERING MAINTAINED TIGHTLY IN PLACE NOTE: 20' LONG BY 20' WIDE 8" DEEP OF 3y" MINUS CLEAN ROCK. i ,- FOR FURTHER INFORMATION BY USING SANDBAGS OR TIRES ON ROPES WITH A • FOR FURTHER INFORMATION w o �OMMERCIAIs 5 MAXIMUM SPACING '- ON DESIGN CRITERIA SEE i 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE X PA / PM: K. RUSSELL 0 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION 1'-6" CHAPTER 4 OF CLEAN WATER MAXIMUM 10 GRID SPACING IN ALL DIRECTIONS. MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER ILI GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN GRITERtA SEE FRONT V SERVICES EROSION PREVENTION a ce SERVICES EROSION PREVENTION • PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER - FABRIC INLET SACKS. SIZE OF 'FILTER o SERVICES EROSION PREVENTION NTS AND SEDIMENT CONTROL FABRIC INLET SACKS •TO BE DETERMINED AND SEDIMENT CONTROL DRAWN BY KDD JLB PLANNING AND DESIGN MANUAL PLANNING AND DESIGN MANUAL A AND SEDIMENT CONMANUAL BY MANUFACTURER. L. V PLANNING AND DESIGN MANUAL. t? JOB NO.: I • 'Z.3- CONSTRUCTION ENTRANCE r Sexvkes INLET PROTECTION o SHEET � ,,, YPE 5 P L.ASTI C SHEETING Q n S nc s V e Wa E � I � E �T �E � �E Our commitment is��. Our comma ent is clear. Our commitment is clear. REVISED 12-06 Our commitment is clear. z rn Detail Drawing 855 REVISED 12-06 DRAWING NO. 875 REVISED 12-06 DRAWING NO. 810 DRAWING NO. 920 REVISED 12-06 o •i `'' r a_. _.._ -.. .-._ .....,:-...., -• ...,. .-, _. __ .m:: _..,.w. ."x... ..s.e .-.,...isr. :y5.-SN' , ...._.., a.. .._. .... _ .. ....._.... _-,........._...,.... ..4 ...>..,_-_.._-y. . .,-,._.... ...._..._. ,. :.. ....- -. ( .- ...... ..._ ..i.W..v.r. .:.:rs..a"....i•......J_._.....t ":_-.. s._., .. .....r--:.. _.a.e.z.. --t. ....4. v ..... - ___ ., Y:,..a a Y ._....iY:l .-..-... :d?> vF.-.... .. -..v_. CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT } GRADING AND EROSION AND SEDIMENT CONSTRUCTION NOTES DUST CONTROL BMP IMPLEMENTATION 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE DUST SHALL BE MINIMIZED TO THE EXTENT POSSIBLE, UTILIZING ALL AUTHORIZED: MEASURES NECESSARY, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING. W A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. SPRINKLER HAUL AND ACCESS ROADS AND OTHER EXPOSED DUST 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) PRODUCING AREAS WITH WATER. o 2. CREEPING RED FESCUE (20% BY WEIGHT) a 2 C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) . APPLICATION OF DUST PALLIATIVES ON ACCESS AND HAUL ROADS AS � 1. ANNUAL RYEGRASS (40% BY WEIGHT) APPROVED BY THE DISTRICT. 2. TURF-TYPE FESCUE (60% BY WEIGHT) 3. ESTABLISH TEMPORARY VEGETATION COVER. W 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE 4. PLACING WOOD CHIPS OR OTHER EFFECTIVE MULCHES ON VEHICLE A 3 �` L AND ,� OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 0 0 PEDESTRIAN AREAS. W 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH 5 0 APPROVED MIX AND APPLICATION RATE. . MAINTAINING PROPER MOISTURE CONDITION ON ALL FILL SURFACES. Z O 6. PRE-WETTING CUT AND BORROW AREA SURFACES. V- Z • o 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD � � � � I CHIPS, OR OTHER APPROVED MEASURES. 7. USE OF COVERED HAUL EQUIPEMENT. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, m .Q g M STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE . m � W STOCKPILE. a � � �EROSION CONTROL DESIGN CRITERIA N 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROLY o BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE REFER TO CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT Z � ' �ADDITION a AL EROSION CONTROL MEASURES. CONTROL PLANNING AND DESIGN MANUAL FOR GUIDANCE. W �`� � c�v v c 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF o � = % .1- Es w WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. Z u) EROSION CONTROL NOTES Er 0 il Z 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE 0 O PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO P' INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE W 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 6 2 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL e . 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT a AND SEDIMENT-LADEN WATER. BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED W CLEARING LIMITS SHALL BE PERMITTED THE FLAGGING SHALL BE m ��PROFS 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ' MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF = ��'� �N�INEF s/O.f, ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE CONSTRUCTION. o Q� .54 • 9r POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY. SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK 3. THE ESC FACILITIES R K ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. LIT ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN �, CONJUNCTION WITH ALL CLEARING z AND GRADING ACTIVITIES, AND IN o vEGON 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN Z PICKED UP AND DISPOSED IN THE TRASH. WATER DO NO ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE o �F�,G� ' as 200c,\, APPLICABLE WATER STANDARDS. o /N S, ROSS 13, AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. B 4. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE g EXPIRES:12/31/i2 THEIR CONTINUED FUNCTIONING DURING CONSTRUCTION STRUCTION AND DURING 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING 1 YEAR WARRANTY PERIOD AFTER CONSTRUCTION. THESE MATERIALS TO THE STORM WATER SYSTEM. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 0 W BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF W THE PROJECT. ADDITIONAL MEASURES ASURES MAY BE REQUIRED TO INSURE a. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE W PROJECT. a z I` -e:-.2 14 < z P 1 W ® : CCU t (..ex 0-i.‘ W O 3 71 �.!:4i2 x %lit" cs Nir - ›.- < s,„,, J f a m v, F w F „,... f■i- ) ,/ b,S '''sue t b F}Y'�,,,,,,..e.,,,,, , z›.- a?a ml�wr; O,„,,,,.. Y CSC, _ - /c/ mm Y r at o,c ` CI r t h e‘ . ,.,,;,,,,k,,,,,,,,, y s Y -",,, yy m ® if/:�� cc NOTE: '°-girlies Ep 2 -J Z PAINT CURBING RED AND STENCIL WITH 1" WIDE BY 4" c41,�,�` o HIGH LETTERS `NO PARKING FIRE LANE' IN WHITE WHERE i ZIS- CO SHOWN ON PLAN. PROVIDE TWO (2) COATS. 0 V z w � O a .- NO PARKING FIRE LANE PAINTED CURB DETAIL o Q o J NOT TO SCALE p T a. C] W PA / PM: K. RUSSELL rtg N DRAWN BY: KDD/JLB I v o JOB NO.: o. s SHEET 0 IC4MI I 1 .a., , . a wr^,r.:.:�iJ,d�S[E.':> "u3fZ6�Vl :ccY:3tiL:.Yxun .t'6f...f :.�:.✓:::dvr�+>F ,,.°..�Q..�s.;443N8?Si:,r'v w':^ v'v2.id(.HS1y,L?x;•�e¢mmnc)�yL[:.Ttts:r "afssrcraoccrt� .K..ai�t. .. . x.01 ..., .,.. ._ R.i, •.-- ., > .. n. .-.�f..,-..��._ �G.JS'SbY.B. t�.Faart �s ream. s• x . �_ .�.n .m.- -. .uar..>a . na.ac a.rcra._.. -s•_-. . c r . ., . ,. .. .. . . _. .. -....- . ., ._ _ .as._ , �.. .... r. -.. r4c� _��.-_ c irca -,i i saa__ rpn w-. .r � . .. - . - ....,. ,- .. .. .... �. .. , s . . . . .. ., . . -. .. . , u a -wit mewsd�W asux •..Li,u ts'u s.rg.' w�<+.e. wPSa�';2Ea+d'!+.:F�'i;. 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'�'Lf s s / n n n n n n rs <<:, HIGH tII_t "ia: &:: » 1" " . PAR4QNG WIT1i DA. f IALD � � €�DISABLED PERAlT O30 yau►n�PEWIT O rTOWING UNDER ' a. ORS 01,.620 MID FNE UNDER SORS 611.615 / Qr r . ._. ;•<q�n �r v;rs�r✓`` � J� ��r q ��, f! _ f! ! 6 04 WIDE PAINT ES © 2��/,, �f�� ! f ;: 4" STRIPES O.C. _ w ,vg-(4.4.704{1,100$"!, Rf•IEEL�/1-7rY� f .,+�y'" r'rsl > •/•'� _ �^c�•'.i�� ,a�'^,� ..�� (i� ,r �' STRIPE TYPICAL AT 36 DEGREES ' �� ce :�'�. "�..v,,, USER ONLY tr, f co A a h ALUMINUM SIGN I �; ,� f ,f s o cc fi / �f H;y WHERE SHOWN F ; ; Ir �` �`t' � � ��• � W „, SEE DETAIL ON VAN L�1.f '� � THIS SHEET ACCESSIBLE ON PLANS 9 R K.v,..r.� ��.r�. 1' z 0 Co 1y,. ,/ TYPICAL A.D.A. PARKING ci 'Of. SYMBOL. SEE DETAIL ON = cn 7 MOUNT �-�'�:� �'� .4- ' � �� •> ®-- 9' 9' � THIS SHEET. 0.19 LL. HEIGHT 7;1::,,,alfA• - �. �� f ry .��' � ,. �` ` " -�- -,�- � � p a, v GALVANIZED ? �; ,, J' y f�' WHEEL STOP ° STEEL POST 6 gcL w 8' MIN FOR WHEELCHAIR m '- _ 5____}._-'r- 7' MOUNT 10" 7' OR VAN ACCESSIBLE el.% 0.33' m 03 ' ``-�-1►- GALVANIZED HEIGHT NOTE: 4 - CURB --�� 0.11' ' STEEL POST - PROVIDE AT EACH A.D.A. 6 �' u 0 �- PARKING STALL z : �� 0 NOTE: CONSTRUCT/INSTALL FACILITIES IN . �' �I: ., . Jlr- 0.50 W z •� .° "�i ACCORDANCE WITH ANSI 117.1-03 SECTION 502 2' ® a w 12"0-i--r •.: 18" CONCRETE BASE • TYPICAL A.D.A. PARKING SYMBOL . :. w �' w ��..., . • . . C TYPICAL A.D.A. PARKING STALL PLACEMENT SECTION A-A o L:. i i 1 NOT TO SCALE '' -�i I NOT TO SCALE a �,. ti u!1 18" CONCRETE BASE NOTES :.; H ® W NOTES �..-. ;_ �!,_ 1. WHEEL STOP SHALL BE MADE OF 100% RECYCLED RUBBER. m Q. ` °• �..' 1'I A 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. ° 1. SIGN TO BE PER CURRENT p # Lj MUTCD SPECIFICATIONS. - '� 3. PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL. D 4. CONTRACTOR TO USE BARCO PRODUCTS GNR TECHNOLOGIES, INC. OR z NO PARKING FIRE LANE SIGN TYPICAL A.D.A SIGN E E EMEDCO WHEEL STOP, OR APPROVED EQUAL. 8 WHEELCHAIR a NOT TO SCALE NOT TO SCALE 4. THE WHEEL STOPS SHOULD BE STRIPED (8 STRIPES) WITH REFLECTIVE . B � F G YELLOW COLOR. E m U ONLY �EDPR75:5> �I j D RECYCLED RUBBER WHEEL STOP _ $ �NGiN ,�_____Li H 9 A e PARKING WITH D.M.V. ` NOT To SCALE 154 j I DISABLED PERMIT ONLY C G Z o • E VIaLATORS SUBJECT TO NOTES _ V �, a ON VARIES W �'�r Zo° �, TOWING UNDER � � os, ORS 811.620 CURB JOINT 2" OF 3/4"-0 COMPACTED ° `��'�N S� t F 1. SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING (SEE NOTE 4) o S. RUS B - AND FINE UNDER $ K TYP --2% SLOPE BASE ROCK CC BSI RL IH y. G ORS 811.615 ( } 2. SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING PAVEMENT �, �� w EXPIRES:12/31/12 1 J V 3. USER SIGN SHALL BE USED WITH THE p v ./) A E �-.- J (TYP) THE 'WHEELCHAIR ER ONLY - SEE NOTE 5 U DISABLED PERSON PARKING SIGN (OR20 6B) AND THE VAN COMPACTED SUBGRADE ° -C ACCESSIBLE SIGN (R7-8B) TO DESIGNATE THE WHEELCHAIR ° L LC USER ONLY SPACES AS DEFINED IN ORS 447.223. ow NOTES NOTES: Dl. LLI W NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Y 1. SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING OF 3000 P.S.I. AT 28 DAYS 1. SIGN BACKGROUND: BLUE, RETRO-REFLECTIVE SHEETING DIMENSIONS (INCHES) 2.SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING SIGN 2. PANELS .TO BE 5 FEET LONG. 6 Z 2. SIGN LEGEND: WHITE, RETRO-REFLECTIVE SHEETING A B C D E F G 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY $ LU 3.THE DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A r APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT us 3. THE VAN ACCESSIBLE SIGN SAHLLE BE USED WITH SIGN OR20-68 TO PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. SPACING NOT TO EXCEED 45 FEET. W - MINIMUM 12 6 3/8 1 1/2 1 1 1 1/2 0 Id 411%DESIGNATE THESE PARKING SPACES THAT HAVE AN 8-FOT ISLE. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE z SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL Z BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. 0 DIMENSIONS (INCHES) DIMENSIONS (INCHES) 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT 41.4 ;'•$, 0 ° SIGN SIGN WHEELCHIAR ONLY SIGN IS INTENDED AS A PORTION OF A DRIVEWAY. W OTHERWISE o A B C D E F G H L A B C D E F G H J SCALE: NTS SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. a ,C 0 o 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED •TO BACK OF W . STANDARD 12 6 • 3/8 1 1/2 1 1/2 1/2 1 1 1/2 STANDARD 18 24 1/2 1 1/2 2 1/2 2 1/2 6 1/2 2 1/8 1 SIDEWALK WITH 3" DIA. PLASTIC PIPE AT.2 % SLOPE. 3 ;"411 CONTRACTION JOINT TO BE PLACED OVER PIPE. 0 MEDIUM BROOM PERPENDICULAR 7. FINISH WITH BROOM AND EDGE ALL JOINTS. ILA ''' 4 11: \TO PEDESTRIAN TRAVEL z Lii 0 Q VAN ACCESSIBLE SIGN A.D.A PARKING STALL SIGN STANDARD SIDEWALK DETAIL I C5 NOT TO SCALE NOT TO SCALE 0 �-- NOT TO SCALE . )- CO • t, 1- 6•• a U Num ' tot • A S FACE OF CURB 6f1 • •, -p IC CO STREET WIDTH - ►41 •i 'x .. 1 CD 1/8" SLOPE TO FRONT Q•. ° I 1/2" R :o,• ' •. .1 6" , _ • .•• '. • ' ' PER CONCRETE FLOW THROUGH KNOCKOUT. BREAKING o Timm PLAN Z " 0" CURB EXPOSURE 10" >00000000000-0 o0i STRENGTH OF 3,000 PSI AFTER 28 DAYS. z , 2 ;°0°0°0°0°0°O o PAVEMENT 4.° >�0°0€0°0°0°0�0°( q PER m }�•�M��i�*! PAVEMENT va 4744114.4if%•� -". mi rote• �t • 4 . . °. so, •♦ PLAN ;,:. Z J N�• � •�� 2 t."b•�� _• -� ��►•��( ". � PAVEMENT a 4th , • , 4 3°°Et -...;'-Pi-`,e, 574,,,,z •mot •��' 4. . TA( •el•� 04044r 4 1 •r = >; 4r m-'"4 T •�•��•�� ;.,. .i BASE COURSE �� •♦ •� •• •�1•;•i!•Il �+ MEDIUM BROOM PERPENDICULAR �, � �. r ' • ° cr n ot •• DEEP KN[FE JOINT LANDSCAPE a � a�a r �� a J cn TO PEDESTRIAN TRAVEL ISLAND ;�� s �_>4 t • 4 '�''s s .L: r 'sn '•' @00000000 0 �� I- 1, ♦� . \�' f, }` - 5"� .'<� S� ?s° -,Y�n�`Y- 'w/��{ '`�� .. >j2 m w : : : : : : : : : : O a., �3; y x�J�,! ;oy `t .-�,< i �w'BASE COURSE 8 3/ 8 3/4 A 0 4 y x w 6" V/ O O Q O O © O © O O ® • •.' �. ... i.' �.'f •., sz> �.,n r} { > ' .`��% " U Lim•6 EXPOSURE FLUSH CURB WITH 0" EXPOSURE w o 0 0 0 0 0 o O o 0 0 . .; .N x : • o ^. ��, 'y 00000000000 •• r? ;ri x f <'' 4. ® z• 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. Q 0 0 0 0 0 0 0 0 0 0 0 QJ , ► te ; PEA• f `. f L 0 0 0 0 0 0 0 0 0 000000000 S.' . PL•'AN:. .► ' .i.. � `.�, b 4, 3 00000000000 „ ► .� �.�'' a < :r w ,9 L, W m 0 0 0 0 0 0 0 0 0 0 0 �' "' `"7 • 2. EXPANSION JOINTS. 0 0 0 0 0 0 0 0 0 0 0 0•9,� MAX ►• .a000v0000000,00 �AAX •' :. :-:�0 0 0 0 0 0 0 0 0 0 *A. TO BE PROVIDED: o 0 0 0 0 0 0 0 0 0 0 :•p' . p .•0000000000.0;00• . .'• ' >7 00000000000 • o°o°o°0°0°0° °o•► 'k' `• <: •� V J N 1 AT EACH POINT OF TANGENCY OF THE CURB. 'VARIES ,0,0,0.0,0 0,0 f' ash TRUNCATED DOME sue" o �` co 2 AT EAC LANDSCAPE a H COLD JOINT. U so •� 3) AT EACH SIDE OF INLET STRUCTURES. RAMP TEXTURE PATTERN DETAIL �_ PER PER ® � PER ---� ISLAND ° ° N z 4 AT EACH END OF DRIVEWAYS. PLAN PLAN PLAN < J 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. DETAIL f- B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, DETECTABLE WARNING STRIP. ,yt , ;. u�� , ,.:. :> w SEE DETAIL ON THIS SHEET. ::. a� roF Li n WITH A THICKNESS OF 1/2 INCH. 1. ARRANGE DOMES USING IN-LINE-PATTERN AS SHOWN IN .�.f. s :;,:. '• ;. .. DETAIL. COLOR OF TEXTURE TO BE SAFETY YELLOW. 4� �> 'h2 f ' ;, f_ - .1 o ��`. .y.��x>..• � � . : .� �>•• PA / PM: K. RUSSELL 3. CONTRACTION JOINTS. 2. .:F:-.F., •. a..`. , . ;,. : CURB (TYP) - � �� PLACE MATERIAL ON CONCRETE/ASPHALT PAVEMENT THAT "` ' f h A. SPACING TO BE NOT MORE THAN 15 FEET. A.D.A. RAMP GENERAL NOTES DRAWN BY: KDD/JLB co B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. HAS CURED ACCORDING TO THE MANUFACTURER'S g O 4. BASE ROCK TO BE 2"-O" OR 3 4"-O" COMPACTED TO RECOMMENDATION. DO NOT APPLY CURING COMPOUNDS 1. TRANSITIONS BETWEEN RAMPS AND WALKS, GUTTERS, OR. VEHICULAR WAYS JOB NO.: / GEO REPORT RECOMMENDATION TO THE AREAS THAT ARE TO BE TREATED WITH SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN TRUNCATED DOMES. SLOPES OF ADJOINING GUTTERS AND ROAD SURFACE IMMEDIATELY ADJACENT a DEPTH, WHICHEVER IS GREATER. TO THE CURB RAMP OR. ACCESSIBLE ROUTE SHALL NOT EXCEED 5% SLOPE. aL in SHEET CONCRETE ISLAND FLOW-THROUGH KNOCKOUT ri a STANDARD & FLUSH CURB DETECTABLE WARNING TEXTURE DETAIL 2. CURB RAMPS SHALL BE THE SAME WIDTH AS THE ADJACENT WALKWAY. NOT TO SCALE 0 o) NOT TO SCALE NOT TO SCALE . - z CNi TYPICAL A.D.A. RAMP ce i CV NOT TO SCALE N C4 . 2 .. __ .-... _ __ .. .. _. .-. _ ,.... 9- ..•...a <.,,.13?S:F.eBS8A1."=- - - - luJF1.vL"f1f31E...LW...1-. ..f:4.�t.1. ._. - .^r a -. _ .. _ .. .. ... .. _ .. . .. . ,. _.... .r. ;r -. - .. z .. ..,Iw.'1 i:3.<4_. •c:tltm':.ai.L n..r:t'<Y.R:33:iii4`u': ]iL*S _ a ♦ .._ - .. - - ... ....-.._ -. _a. c . .. ._3iSAT�.�S..a..8:-r..- Y.'Ib1, r.1.-..:u....- � `,� , --T'lit V . - _ ... .. .. -_ ... .... .. - .. . ... - ., .SiK• . r.._.w-S < .-.a .._+taac- <.rr3+b..y2..@33i.....3h LT'_Aor .. .. . .. ...... .. .. ... - - ...- ,. ..v.✓$..:G`-ffiY,SfCIIr!..a'•,..`Y..<•yyv x. st x".s.. us xv,.tsti<tss -: r... a<n. ... ., v .. - ., ... ..<,..._- ... , a. .. ., .,.... Hann rswar. -i - ..._ <.:s,..sms=..�,•".sn.>,:,:.rFis,ez,e tz2zr•x-+...r,?r:.rrtlr,:e - rn•_.rds. -v!. ,s.a.,u;rr ..5,�e...,o.ra-.... ee.a r• vie,. 'V•d 1Z•Sit4.12i.S'38-Y' kA.. "A,aSL..,t....__.ulxrHir S. ,.. et4!_.u4LfID'+aYt..._..--,..u...r....'t'i.Et3Lees3�1�7.ztoU•..s.:9Lldin..aL.....ti.,a:�ffiti- -ts...�..,iLaP.r.LF.t>rt a.In..S..v'w,...S.sFYi 1.L1diCts:iY 4)}f�'tn]7._,........ blxlffi•k61 ., ..<-. t:.2111vs.< < rN !:[,:f._7-:'K-CC /P3i.c:HA-'2[§4"7?f'-':....)kL.f.91�H<..i.`. .•[TF161[ ..SiLit < CAUTION: IF THIS SHEET IS NOT 24"x3ti" IT IS A REDUCED PRINT . . , , , i . � B Q GENERAL NOTES ° © Vir I)STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR(800) 548-4667; SCARBOROUGH, ME(877) PERMANENT POOL 907-8676; ELKRIDGE, MD (866)740-3318. W ELEVATION 4'0 OPENING 2) FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. I OUTLET STUB 3)STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 8 (SEE NOTES 4$5) _ _ - - : '. 4) STORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF W -1 0" 6" APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR.. X �,, O OVERLAP 1'-5 I/4" 5) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET Of APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET - p. ' ° . -- . .. . . r"--- I STUB 15 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB i5 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING ts• o ,., .° ° 2 CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. i Q 1 WEIR WALL o � : . ° 6) FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO a- VARIES „ BE PROVIDED BY CONTRACTOR. ' 3-3 5/8 :.D D 3'-3 5/8" MAX. 7)ALL STORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE asAer- _/�_� - :•. .. INFORMATION. a W �� a 5 s;: :;= I CARTRIDGE DEEP CATCI.IBASIN �w � 3 D 4.. p cc ��■��.�z.,. STORM FI LTER DATA o � SCUM BAFFLE \�; � $ ') STRUCTURE ID XXX WATER QUALITY FLOW RATE(cfs) X.XX I Cr D -:, PEAK FLOW RATE(<t.8 cf5) X.XX °z 0 y ° INLET STUB - A n °D b ' . - OUTLET STUB RETURN PERIOD OF PEAK FLOW(yr5) )00( W 5 c N - nD .• ..el A .. D P N'J :. (OPTIONAL) �_ 2' (SEE NOTES 4 5) Z �- (SEE NOTES 4$5) INSIDE CARTRIDGE FLOW RATE(I 5 OR 7.5 gpm) XX O t5 6" - D D n ° ° MEDIA M T TE(C F, PERLITE,ZPG) M = 4) c�. -t- II „ 2"O OUTLET PIPE ~ REINFORCING BARS I 2'-0 SDE FROM UNDERDRAIN PIPE DATA: I.E. DIAMETER C d' INLET STUB z ^ W (SEE NOTE 6) INLET STUB XXX.XX' XX" m [Z M (OPTIONAL) 1-CARTRIDGE CATCHBASIN - SECTION VIEW B OUTLET STUB XXX.XX' XX" m w (SEE NOTES 05) 1. , 2 CONFIGURATION . CO u? Z 1-CARTRIDGE CATCHBASIN - PLAN VIEW 0 OUTLET . OUTLET I o � O 01 �r INLET INLET ' ~ w LIFTING EYE a --l_ 6 4 w 410 (lYP OF 4) ® I- N INLET GRATE ACCESS COVER , SLOPED LID YES\NO § 0) 0 $ Z OPENING 2 I/2" SOLID COVER YE51NO } ^ c W• NOTES/SPECIAL REQUIREMENTS: a �- "e F2 z i____I 6" ,. D >� 0 4w 6 .-. : • ..0 t o 0 (<1.) a; F ri l Q. INLET GRATE ACCESS COVER m CONCRETE COLLAR �� :, ° ° ° - • a °. o (SEE NOTE 6) I . OUTLET STUB ` 4 d ° • •• A 4 LETS U • ° A a (SEE NOTES 4 5) r-,- \ 4'_9" PERMANENT ° .n fr .r •► - • Z POOL ELEVATION i ��♦`' �i♦' ••41: 7-ri-I- ) 1►40.♦40.♦ ♦40.♦400.♦ 41° uuiHnHi� _ . . . . . . -T I'-6" I ****♦♦•♦♦♦i1 - .. ' INSIDE RIM °° ��%O PROFF:2E< g STORMFILTER CARTRIDGE OYP) °: I I I I I I I I ��♦ ♦♦♦�∎�j♦4� a 4d \� NGiNE SUPPORT d ,10. 41.♦♦*♦*�♦♦i _ �� <(, t4 # CLEANOUT ACCESS CARTRIDGE cn PLU N WEIR WALL (SEE NOTE 2) _I. 1 11111 1 111111 0 6543 PE UNDERDRAIN 1 0 a n. ° d° Z MANIFOLD ° d .: a • , A s n ° IREGON , h...._ 2'-4" ____...1....._ 2' ___1 . y n ,, • 4 ° INSIDE INSIDE 1-CARTRIDGE CATCHBASIN - SECTION VIEW n ,_ „• . z vG Y 2 4'-4 3/4 INSIDE RIM INSIDE RIM N s. Rus OUTSIDE THE STORMWATER MANAGEMENT THE STORMWATER MANAGEMENT 4'48 3/4" THE STORMWATER MANAGEMENT 9 1-CARTRIDGE CATCHBASIN - SECTION VIEW A U.S.PATStorrnFdter® OUTSIDE RIM StormFdter® u) EXPIRES:12/31/12 EM No,(5x®2,629, U.S.PATENTNo.5,322,629, U.S.PATENT No.5,322,629, No.5,707,527.No.6,027,639 No.5,707,527,No.6,027,639 1-CARTRIDGE CATCHBASIN - TOP VIEW No.6,649,048,No.5,624;76, 1 No.6,649,048,No.5,624,576, No.6,649,048,No.5,624,576, AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN o ©2006 CONTECH Stormwater Solutions PATENTS PENDING 02006 CONTECH Stormwater Solutions PATENTS PENDING 02006 CONTECH Stormwater Solutions PATENTS PENDING U .1 DRAWING DRAWING llG DEEP STEEL CATCHBASIN STORMFILTER DRAWING g _ _® DEEP STEEL CATCHBASIN STORMFILTER � DEEP STEEL CATCHBASIN STORMFILTER _ _...1., ® �Lew LU STORIMWATER PLAN AND SECTION VIEWS 1 STO�ATER SECTION VIEWS 2 STORMWATER TOP VIEW, NOTES AND DATA 3 L STANDARD DETAIL - 1 CARTRIDGE UNIT STANDARD DETAIL - 1 CARTRIDGE UNIT �„ i' STANDARD DETAIL - 1 CARTRIDGE UNIT SOLUTIONS. 313 SOLUTIONS. „3 SOLUTiONS� � v3 �il contechstormwater.corn DATE:11/01/05 SCALE NONE FILE NAME CBSFI-SD-DTL DRAWN:MJW CHECKED:ARG contechstormwater.com DATE:11/01/05 SCALE NONE FILE NAME:CBSF1-SD-DTL I DRAWN:MJW I CHECKED:ARG contechstormwater.com DATE:11/01/05 I SCALE:NONE I FILE NAME CBSFISD-SD I DRAWN:MJW I CHECKED:ARG a Lox N�z O LLI us w O � z - J1%114' t a r n V 1 1 1 8„ m W g CIS / ra 1 2 9 .3/4 1 1/ A CONCRETE PAVING J 1 1/2"---01 C OR N G °� OR OTHER SURFACING � x� y V, 41011/4.SAES!iL, r . rr r j A U : >2 < E2 . r v to 10 3 8 ;..4 ' J ..,___. _ ___,_ ____ ,_ Ail , 9 PP 2 to i .no 0 1-11- t-ll--ll-ll--i. s , -_ - - =11-11 Il.tla1.11.11.11.I1a .• •.,.o 1..: '•.., . , ..•(1 ti 0111 Il.li.lt.lifliI I1 4'• 1 CI) 1=11- • o _ ��i��i�ii�i�i� 4 '.,:%•• _' -. 'It=11= MIN m .11#11=-4141 =11..---.11,-.---31? �11-11 11=1I 1►=rt 1 11-tt-I1:; =.11=11 -'II=l1-:11=11=ri'=11 t AS CONCRETE PAD REQUIRED I M CLEAN RIVER ROCK CLASS 3000 PECIFIED 0 IN PAVED AREAS ONLY . 6" DEPTH CLEAN RIVER ROCK CONCR MIN W 1-- 15" -.4 (LANDSCAPE AREA ONLY) (LANDSCAPE AREA ONLY) MECHANICAL PLUG 17 1/8" •�.. o �' I I ie71.•••lfO►�• •• Z - °� ° °� ° ° °� CAST IRON FRAME NOTE: Z 1 - [ - ,, - - - tr- - - - I 100' 1.25' � a 100'- >0 CD_0 00 01.00] �� 00 3/4" INSTALL 2'x2'x4" CONCRETE � Q °Q ° °� °� °O 4" PAD IN UNPAVED AREA. I 0 �( ii�iiiiiiiiiiiiiiii � i MIN W C-900 m _. C 900 � ' � . ► 0000 __ r000 z 15' _ o 0 0 /,� I 111■/\ i _ iuIIuItuui �.�, 5/8 " \ . MIN, co I ' 20" MIN ®--1.00 1.0 1 ■�I I I�II�I■ a �i ..... \ Z J Q v - -•- -- -- J p ' 111111111111111 r �� _"� -s--g 7/8 , ,_ ,� 0 ��,.: �-- C-900 45' BENDS aO O4 1111111♦I�I�I� X000 \,• - NOTE: o W cc -•-_. ____ , °` - ° °• CAST IRON COVER ,�� .: ALL CLEANOUT MATERIAL TO 0 °' jam.., . . i V-- o ; BE SAME AS CARRIER PIPEPLAN I-- 1.00 --�-� oQoao�pQoQoQ .0 o tl 5. CALCULATED I.E. OUT ��- I i 6) -"=-) `o, �.� . •., 4" CONCRETE � 0°SPECIFICATIONS AS SHOWN ON PLANS OO OO OO 0o 01C3A •�`�� `��'-4`0 •• I- O �_°�_°a_°a_°a_°�_°�/ ,.�� ,.•�_`: .,'•,•, - N 1. ALL STEEL WELDED CONSTRUCTION. PIPE MATERIAL AS 3 2. 10 GAUGE STEEL MINIMUM THICKNESS SHOWN IN PLANS. 0 o Q < .- .o CAP AT END OF RUN a o J 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. GENERAL NOTES: 0 w 1. BASIN SHALL B E CON T)N U OUSLY WELDED SIDES AND BOTTOM SHALL B E �� $ o BUTT WELDED OR MEMBERS MAY BE.OVERSIZED AND FILLET WELDED. °, --- . °• '4 "' ' ''A; a °v 2. ASPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN. c' ..0,:, . . •�. 4 6" X PA / PM: K. RUSSELL �\ La to 3. BREAK SHARP CORNERS AFTER WELDINGS. DRAWN BY: KDD JLB ) 4. ALL CATCH BASIN GRATES SHALL BE PAINTED BLACK AND SECURED CLEANOUT . OR APPROVED FASTENERS. 3/4"-0 COMPACTED TO THE BASINS USING BOLD JOB NO.: ALL CATCH BASIN GRATES SUBMIT METHOD FOR REVIEW BY ENGINEER. AGGREGATE BASE ROCK W � SHEET I i M TYPICAL LANDSCAPE AREA DRAIN TYPICAL STORM CLEANOUT DETAIL rn NOT TO SCALE NOT TO SCALE o N N a N o C4 . 3 1 ..... § • LJ t � ..., ccvsrr' < .Trwra:3-;s°xtizr,7fi: SFQ8. rc5cFYQy t'ew+nr;e7 .C.cum;.wrSLSTua®arr.rt,.,.t .rk.°`a5ri[ai,a Lnoawu,esirA.Rresar,.r .. ,., .r , .., _ ..... ... .,. .. ., ._.. ... _ _ .. _ .._._ _ .. . ... r.:vr_:aaf"•- ..,Yi".i], ,._,.zT.SU'S1e ___..c.•.YV.,.'ad ....m,.::c.:r.y = i .-tae.+ ma v.xee a... c... , -•.vx_...e- .. .` .. .. <... ... ..._.. __ - _ _ - - •am'•n r.Cv:s'!fbN.Tc.SvS;:..,riilidtir3NLvs. - rSa_s:.s .•].iefi r..a u.,a. ... .._-x.sz.... , .. .......>•. ,. _- _.__ .. _ _ .. _ .. .._._.. ... .... .... ...,....snesas.,.mcesnr a _.rn a..haM- t ..C::•?aa".v'S` L'H'"r'3]'J,r r. x .. 'L-...ELi,.cu_a.gs...T, -,..,.__r§c c.-..iv / a' -rr ,r.a' - : n.. .-. ass u... r_, -. ,ram ,.+r.... ...r.. -. .•. •cR N,a•asamxst. . r .k1P+m.'^.. ! .. i,tl>s . , _.v9?7Eric.+.=::: c'9+. F .SSFuE@S:S` tSt'tm S77'*iJ33C3T a"i.___ v-' ' 'i -- aaT .,,?S.di iu< t-.-Si.r.t._4_ -1....-.a.,..,YS3 o.l,w.a.-k..k72:Y1:';. nr Si4..t} ".lrrl.. ccm,.:.:..d..:,.3n..•o. -sue- 3.°-ESaH.^'.:3FaLVa: ...:.s,.._,...a-v Sf hi"gFffii`uFss•:,rvev+,rt:3e73&ui37,:'_`S;F:.w:.d.dL 4i'Y?S:ke.'-.4.,.'Sc:Y.:BlfLfr':.s..•mn.,.rr..,•-__.y7 L.dfi+'-nib^-'nxa,.ar.cm..s_.•_._.3m Ti c sYxesat' ,.......:S.:z.'ss:::;R-^' w. .r.'S6.:3e "",q CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 1 Z C 6 r a gV b V W v .y Y • F k, -y a f / aye f 3 %G g a e , t . X 112 S eS bk /' 1 ; / ! R-- SD SD , ' SD SD SD y' Y ¢ • • r, � FO FO ' Ft �-�y ,o . .. 0 JOHW ..F• .—/----------'9:—'TQ d \ °fin`......+.„ Y,. .Hw �,., \ �L G� 'f=cxx�._:. _.... OH ._ -r-ram—, _ ..-- src...-= 0 „s• © ' : ” • �- —4HW-- - •oH SW CASCADE AVE .:. 3 W w v • w : .Y w. —��— W W w W ' N w W w. a j .i. g •r •HjhJJ 0 OFIW— `•.. ._ , �°� °q ;• • V ® a EXISTING LANDSCAPE TO REMAIN. 'y Oci s VO �, 4 C s�`'R ►ss+R'O e' ii. s A® s s u t^ �"' s •�y � , CONTRACTOR TO REPLACE ANY a sk '� s ,+'� n ®!i$.�� f' "W LANDSCAPE DISRUPTED BY THE tZ CO ? �s�: • fie! p .. �s -\ ` r r *.ik4 •: � 0 II 1 l [t! - -4 o � � - -200- - •�Fy; ,�' ,,!.wL \`� `' s ;' i+ ' '' arc • ENSURE EXISTING UNDERGROUND „A r : i i �� r ._- __ * o 4 -\ IRRIGATION IS OPERATIONAL PRIOR CO i /, • ' / ��►► , TO SEEDING. p +r e 3, - // in, sty .•. N `y.., 5 1'71 Q ��A n. � \ 715 [�pper�.. �uIC/ i t o O • • �. • �_ flit � -I, E -E � �q \ TIM 1 • GHER ' :/s? - - /AO - .�' 47 . t. lam+ y �� /! T ,' �► f � �i � �cSV.." ` - , •si\ a W �� ORE iiv,f. ,O e •_ . t ip ` /'IS•��® ,t=►. C' sl ,. �� ' ' b /1_ 07/10 w i s I� (i,19•i.� _ \ - .. �e•� :•••�:••®��- ��. ��, ��♦� ,1' )lk \\3 i ('ti. � �!',`_ _ � ��\ ` -ri' �iJ�, rr '... a.R i ,� f� • \ \` in r , re s BIKE RACK 4.. .i., , ‘ * .......*„., . . ,-,i , \ . III v. S r siAsilitittiPlir 7 \ \ ------ SI I I.A ♦� s EXISTING LANDSCAPE TO REMAIN. ' 4IC* y s V �` J t 1M1 CONTRACTOR TO REMOVE ALL 1V. �� , s $ tt d Q s W !IItIat! v;tT SPE DISRUPTED /CNSTRUCTO Q OME SEED MIX. 4ds W Rs``► wi NTCTED AREAS �3- 1 B ss ''�/^� O� \ vJ D e, ORCHARD SUPPLY ,.rd �®�, 'Q o, a• I ell n �, Vii, / ♦ .. a cI J / �/ t ,_' r PLANT MATERIALS SCHEDULE W M \ \\ ciii:_� a o SC o�__ SYMBOL COMMON NAME BOTANICAL NAME SIZE SPACING QUANTITY rc 0. a TREES\,. � 50 . MARSHALL GREEN ASH FRAXINUS PENNSYLVANICA'MARSHALL' 3,5"CAL. /B&B AS SHOWN 7 0 � ,- ��4 50 ,, j // ►� THORNLESS HONEY LOCUST GLEDITSIA TRIACANTHOS'INERMIS' 3.5"CAL./B&B AS SHOWN 7 0 50 C &B S SHOWN 20 m •� EUROPEAN HORNBEAM CARPINUS BETULUS 'FASTIGIATA 3 5 AL /B A S �, \ ��A. '. 50 ti,� VINE MAPLE ACER CIRCINATUM 6 HT./3 TRUNK/B&B AS SHOWN 4 < L a 50 2 l HOGAN CEDAR THUJA PLICATA'FASTIGIATA' 5'-6' HT.I B&B AS SHOWN 13 Z Y m ° - //�.' J act_ w pyy so `' EXISTING DECIDUOUS TREE TO REMAIN -CONTRACTOR TO PROTECT IN PLACE. AS SHOWN 6 c w o a \ ,-------:„.„..< ` 195 SHRUBS Z ° ° /. °491fr _" N C OREGON GRAPE MAHONIA AQUIFOLIUM 1 GAL. 3'-6"O.C. 83 z ° 9 -\ y/ ; U` Q OTTO LUYKEN LAUREL PRUNUS LAUROCERASUS'OTTO LUYKEN' 1 GAL. 3'-0" O.C. 125 0 m ° '` \ GREEN-LEAF MANZANITA ARCTOSTAPHYLOS PATULA 3 GAL. AS SHOWN 54 d N N N o \Q. EXISTING LANDSCAPE TO REMAIN. § k-' iro ao .i ,3i ; 0 0 HAMELN FOUNTAIN GRASS PENNISETUM ALOPECUROIDES 'HAMELN' 1 GAL. 2'-0" O.C. 70 c 0 al oNi c5 CONTRACTOR TO REPLACE ANY 1 o 0 0 z LANDSCAPE DISRUPTED BY THE z COURSE OF CONSTRUCTION GROUNDCOVER a ACTIVITIES WITH PROTIME SEED MIX. - EMERALD CARPET BEARBERRY ARCTO. UVA-URSI EMERALD CARPET' 1 GAL. 3'-0"O.C. 1,425 I ENSURE EXISTING UNDERGROUND j Q IRRIGATION IS OPERATIONAL PRIOR L I PROTI ME SUN MIX HOBBS & HOPKINS SEED 5 LBS./ 1.000 SF 24,150 SF X PA / PM: K. RUSSELL 0 TO SEEDING. PORTLAND, OR rc I N DRAWN BY: GAYNOR Mg" F. 2"-4" ROUND RIVER ROCK FROM A LOCAL SUPPLIER 4" LAYER 122 SF/1.5 CY gl o ______I ,, JOB NO.: o U oc REFERENCE ONLY SHEET '° SCALE. 1"=30' NOT APPROVED WITH THIS PERMIT Z T CI,N- !15 0 JO o L1 . O N N 3 .1 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT i 1 } 6 6 a 6 x • O U W ci A e J a 2 ' , .% \:, --. • g C FL) rt t 11,11 u— ir„- , , (414 s s,.:, „, ..:,: , i . , ..„G V,, . • ' ''v ° 4- __'�-��-_`sue. --� j/ i'- �y 1 s : \ • \ ._ S �.'` �, — e ,_- - - �-�;�' q Cr Q Q fit'• / ---;-:-.. .-14--';---------;-- `'�`: . '•, _ ,1� D :;`;;, •SD. ,• �S. - -1 D ,' I $D SD SD- • -- - - _'`;' � oc _ -�• W ® %� FOF FO FO ' -- - F# _ ' �Q.,,,, , 4 ; I U Ct ':-.. 6r) e . : -----, ------7'-6•51-' .O.- --— . .' , -......,. . ' U „ 44.47/ . i ''- , CUT AND CAP HEADS AND - -a \, �'";-.::_ '?; W E. LATERALS AS NECESSARY �: SW CASCADE AVE - ,\\ ;;;. :-. 6 E a_v /� r TO MAINTAIN SYSTEM � r` _ i .::' FUNCTIONALITY IN THE �=>- W �( W .. �� W �., (�— - ra•' ^J Yom' - _ — YY - l',:s. , 0 EXI TiN LAWN ZONES �i' EXISTING a - O 4 ::,:.... 4a — — - — = . i ((y�am //�—....,,, .. „,,,. ..., , ... ' .1". .' ,••-- /Frill -, \,nv,..;,:7/.4;.....::. --,:-/_::-T„.7- .77.__-..ir.....47.4.7==.:::.;,........,.....,:•:_441, CC co a Z3. g ......„ , .,..__„.._,,...„ _ __.... _ ___ .:„. _. _,....__ _ _ __. _:._ _ _ _ ___::._-_ _._.., :::, , \, -...., , ... u”,•';..5.J.•:',./1...a<> ''''.--"■:*.t■14.: .....Z.L7. ;.4,1,7r.....• ''. • ••-:.17:.:■....112.7\..r..'. '...."'.41,1 V.',s' •._,.. ...-•••,..•.11,,:;•••a..•...■-. • ,, 1 OP-‘ 4,, : t -' :� .. .._ —... — — —.. I `�; iii.` C �i I- O. G '�' N. - = - �: � ::� + CUT AND CAP HEADS AND•y '/ : ;. •,•••-�•� - LATERALS AS NECESSARY ,./, /� �'� y�. >f4 -- _ ,,V:I: tf �� :� :` �. �� T MAINTAIN E �, ti' w•v .. ` '' •,,`4► # 200 i. 1 i .,.. �,: O NfAI A SYST M o'`• ;r k :� `1 :� :,....-.4:„....•:;...-:;;4.,...,.•` FUNCTIONALITY IN THE '_ r - -# I fi -� � a S„ ,,,--____ -- . -..-:.:,--- _.i ,41-iii __1_,.,:. ,,:,-__, ,-.-,,,,,,...7:....-::. .....,,<0,x :%`t ,, �Cc �: , �. ::;� ��' �.`�• '�;\` EXISTING LAWN N. fi , Z,, .,• , . . l, , , „P.O.C. 9 `:, `i‘., _____:. .,. , ,,, .. ,,,,, 1 , s / ,_ ___,- - .. ,i :` / ,:, 1 47.8 ��\, �,%,.\• , , , / .,, , •:: A„,,,,,,:y- .,,,.. - _ _ op.s TR)? �J f ///k f r :14j° _15 2 � ,i :::.:'*•::::;/1/.;*/ft/ ":,1"...' s- , _ ,--1-:„...„..,p4'? II : . .: �_ _�' r- � `TIM AUG _ r - I i HE” / a } 40) J•' =may -i �:� �'%4 dT. / i' s Q f • . �• :<r': •°- _ �.. fi': . '' �' ! r ,• +✓ `� �:E \ \a-•l'' •'Y• .4 r • 4 N IRRIGATION ' . � � k\ , / �• i �' 'Ipj' 1t�• f \. .`' 1• t '•-. _, /07/10 0 �( j• s- d r' f.. . siN /7 • , r 't 1 { I �:� ♦ POINT ,• F CONNECTION MATERIAL. I O ZI N HART _ S� G C `�P ; • r :�' �' {4 O S o r/ ♦ SHEET METER MASTER VALVE c3 EXPIRES ©'7• / _ , , ME B LOW DEVICE FLOW SENSOR 31 13• / 'c 7 r . \ r n n n.: 6 r ,r t P.O•C. A 2 EXISTING 2 2 2�:�:.4.7 i ce''. r - - -` "-- 1 -' v. c Q , • e %.,..///.../.:,,,1 /:.�'.�' BLANK SECTION OF .` .�,: ., -• �� \, , et , • C3a j •:),:.1./.,..-, \.. - r `-;../../ � � TUBING FOR EVEN `� r� * -�:`+ s r !i 1�, \ 1\ * { O s, , ,:: / .. '\••, WATER DISTRIBUTION ` • � '� , ' �\ `: t- � t ;� l i P. • SYMBOL) .`` p r \ MAJOR SYSTEM COMPONENTS„:r \ , `� 1 . ' y' POINT OF CONNECTION 7. �' . � I �'” © ;: >>� . .�'�' ‘• '', SEE DIAGRAM SHEET L3.1 Ul BIKE RACK . l..t.. \ \ , . i w -C1 � '��`' ,::- r.,.•-'v°`°,, -v �a� :, ;� I t BACF(FLOi�it DEVICE:WILKINS 2 950 XLT , -„: °-`' j`� ® ': ��,�. : , ° . 'V��l MASTER VALVE: HUNTER ICV-201E-FS-NORMALLY CLOSED =,gyp -s� y�::.,. 1 w ,.,,„, o ' �� '� I ti, ' FLOW SENSOR: HUNTER FLOW CLIK w FCT-200 SENSOR BODY i 1 1 s -1 v , i i - . I • /'; _ -, 2O�7 WIRE MASTER VALVE AND FLOW SENSOR BACK TO CONTROLLER LOCATION. v , ,,,,... ., y, v.. Y/ :„'"'':„* S• \ ,„ ,*. :.;.::��-•„..„:„........„.„..„.....„....„ .v`- ( _ `, "`_ CONTROLLER r t t y Sp HUNTER: 12 STATION I-CORE MODEL IC-1200M 7., . i.. w.■ • '•.., /,�•',..� i'i'' ;" { •` 'i '\ ` ♦ Its �'�r,;>,.+;�.r 7:S 't.:::¢\ p A ',1 .•. r-' ' • .i,!:<, LOCATE CONTROLLER INSIDE THE BUILDING ON 1 s::y>:;, .t.>:. •/ ..N c > AN EXTERIOR FACING WALL,MINIMUM 48 INCHES i �', tilt 1 s , o d� �, WEATHER STATION ;ABO VE FINISH FLOOR•SLEEVE ALL VALVE AND . •��1, e�,;. SENSQIR CONTROL WIRES THROUGH A 2 INCH , ti,. : ,; :::; � .,.:.-`'a° Y. HUNTER SOLAR-SYNC: INS ALL SEN OR IN LANDSCAPE AS SHOWN ON GALVANIZED METAL POLE MINIMUM , .r M1PVC CONDUIT IN BUILDING WALL .00�` �; 10 ABOVE FINISH GRADE. POLE LENGTH SHALL ACCOUNT FOR 18 REQUIRED FOOTING. INSTALL MODULE IN :: `, � .<`' :�, � r BUILDING ON WALL NEXT TO CONTROLLER AND WIRE TO CONTROLLER SENSOR PORT. :�::: : ,�' °`t {. \.., . 1.-::\..2\, Q d,., s r f .: y�;F •♦{.>- 'y . JIB • ti a�y-i:' .,::t CK 1/E A D VALV�� ` •� QUICK COUPLING VALVE N VALVE KEY `�< = , < Ct r' Jl• i ,> ' ,,wed' BLANK SECTION OF :x - .`'4 - i' '� MFG.: EL.H -LRC 2 G HUNTER R MO 44 / .1 M UN E D TUBING FOR EVEN t` N R E �••, ; :c 4-:: S O WATER DISTRIBUTION �` F�` ,..• D W d: Q.' :� \ 4 �- ISOLATION VALVE SIZE PER LINE SIZE �:.•s j`' :> ti� ISOLA ION ALE S N S E ::�,. Q '\.. •', t :j k:-. 82- 7 FG . O ODEL: 00-0 :r:.�.:.M . APO M 1>� LL , 0 O. 4%' O 0 \d 6 4- •Y! C: a •, rt Q , y ■ ■ r ORCHARDSUPPLY S /,107. a {` / 1'— "3 .fi=t"i-.frir ice'` DRIP ZONE COMPONENTS : .: ' \,... �'.' ' IN-LINE EMITTER DRIP TUBING ` ` „ ,>_ •- STAKE TUBING @ 3'O.C.AND BURY TUBING 1” BELOW FINISH SOIL GRADES I <: ��• r�< , w MFG: NETAFIM MODEL. TECHLINE CV(TLCV-9-18 10) < - _ •i NOTE: \� COIL LENGTHS: (8) 1,000'&(1)250' TOTAL SYSTEM RUN 8,250 LF i., Can 1- J r , • ti ''"`C MAINLINE,LATERALS,VALVES AND OTHER SYSTEM COMPONENTS ARE w 0. 3{' � •• FLOW RATE: 0 9 GPH :; SHOWN IN PAVED AREAS OR BUILDING FOOTPRINTS FOR GRAPHIC CLARITY �--' EMITTER SPACING: 18"ON CENTER x >'< == f t ONLY.INSTALL MAINLINE AND LATERALS IN COMMON TRENCH,A MINIMUM OF �� ' ` ' CO :' -r "° 18 INCHES FROM THE BACK OF CURS OR 1NALK,INSTALL ISOLATION VALVES : :,.) :: �, /98 x ROW SPACING: 18"ON CENTER Li :., . ; ?; AT ALL CROSSINGS.INSTALL SLEEVES AT ALL LOCATIONS SHOWN ON PLAN. _'> .,,.',o •:.11 Sr ��/'- j • \ .:=•• ALIGN ALL VALVE BOXES PERPENDICULAR PAVED SURFACES. e O �: NA xE EN cuLART ADJACENT AVE . 1A DRIP STATION NUMBER 61. ' § -i a' = 4 . GALLONS PER MINUTE °� , Trni- „; 0 ,98-- _ DRIP ZONE: ° ry :. -A :..:,.,.:.. ..„,... .0 , 0 a, , DRIP VALVE: HUNTER ICV 151 G-FS-AS DJ - '1 ., 50 N FIL . A IAD 1 ! CO PCT w/ MICRON FILT a • ,a, r MA UAL PLASTIC TER' M 1 2 M A 80 ER tti:_s i :. END FLUSH CAP: w s r� _' Q HUNTER, MODEL: PLO-CAP }` C A ENDS DRIP Ld "�” �'' INSTALL IN 10"VALVE BOX. TYPICAL AT EN OF DRI I • z -- , - �, �t. v" p ADJUSTABLE MICRO SPRAY: - ly Y`•,.,+ • yam ::: 1 1 , - °`. • FULL CIRCLE UMBRELLA MICRO SPRAY ON STAKE /BARBED INLET 0 w cn BI E 2 Y :::r "'. S0 ADJUST NOZZLE FLOW AS REQUIRED FOR COMPLETE TREE ROOT BALL ® m cc w ,.: GUT AND GAP HEADS AND LATERALS AS NECESSARY , Q it ::; y COVERAGE AT INSTALLATION. INSTALL TWO (2) PER TREE AS SHOWN ON PLAN. is c ::: , TO MAINTAIN SYSTEM ::.:::::`. W Q `..,_,;.,:::• , 30 FUNCTIONALITY IN THE m Z X 2 L4.- 4 , : �i- EXISTING LAWN ZONES PIPE TRANSITION POINT: . w 0 w :: _O � PVC LATERAL TO DRIP TUBING w/RISER IN ROUND VALVE BOX• o- u) o : -195------- -- : 1', - `_ ` \•; „„---- .5 `` PIPE AND SLEEVING < ° a .<, i —•—-— 2" MAINLINE- PVC SCHEDULE 40 (0-50 GPM) m 8 m :... \ ------< �� 1" LATERAL- PVC CLASS 200 (0-16 GPM) [NI p_9 1 1/2 LATERAL- PVC CLASS 200 (16-35 GPM) a .- N cv o • _ I 2" LATERAL- PVC CLASS 200 (35-50 GPM) i ° t 2 - UNDERPAVEMENT SLEEVING. 4"DIAMETER MIN. OR 2x THE TOTAL DIAMETER OF 5 < � --.,.-:---°` PIPES TO BE SLEEVED,WHICHEVER IS GREATER, UNLESS OTHERWISE INDICATED, cc o :r''„`.: ::':.,:: TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTH AS PER LOCAL CODE. a. o 0 - EXTEND SLEEVES 18 INCHES INTO LANDSCAPE BED ON BOTH SIDES OF CROSSING. X PA / PM: K. RUSSELL c w C KING BROS. IN LINE SPRING CHECK VALVE(MODEL#BPC-(LINE SIZE)-S. < DRAWN BY: P. GAYNOR • - �J LOCATE AS NECESSARY TO AVOID LOW HEAD DRAINAGE. co REFERENCE ONLY JOB NO.: -t, NOT APPROVED WITH THIS PERMIT J.. . % SHEET z h 4,01,"6„N--. 11.6, SCALE 1-...,,,• j Jo 15 0 JO o • 0 w CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT x i1 6 z g 8 2 U W O- g OC d 1 AC 2 tj O a ..... . , lit 1 , ,..) P C C33 z It -a a . LX 2 8 f2 o k (1' ' m '° i ..c cc , - O - R.,92 '5° Ell M En ., ..4. , U a - § vi ' U 'tiff` :::•\ MJ UJ ea .'..,. \.:. 0 6 N i-if . 7 1.....8 .;:• Z cn, 0, 5 0 r hhA-- . ' 0 • a• r •• l 4 O 41 • o 0 ---- t- -.-- R m .,.4-to-A* 4 •� '' 0 NOTE: #cjlsm ,�: • i f 0 PROVIDE BARK MULCH IN w 715 � r 4 rt ' ►` 3'DIA. CIRCLE WITH TREE a% Ilek OA --(\-/ ) 0 o • • o + s ' IN CENTER OF MULCH. (II AIM V INSTALL BARK MULCH IN 3 a ROLL BACK TOP 1J3 OF 3�:t �! VAV WT T� REMOVE CONTAINER DO NOT CUT TIM 1 • O�I�R`E DIA. SAUCER. SAUCER �� o i v' `+c' �r., FROM ROOT BALL BURLAP FROM ROOTBALL `. . ` " t MAIN LEADER SHALL BE SOAKED WITH ,`' ► .� o PRIOR TO BACKFILLING. �,: , t'r _ z 0 le PRIOR TO BACKFILL. - *' o fl' ° °- GREG o Itimit Q 0 WATER AFTER PLANTING. ►" rY ._ ., 3J4 WIDTH PLASTIC G f t�,, ' AP _ :�I-,, sd��.. o _ a � � 3/4"W1bTHPLASTIC � �1 Q►` 1 7f 10 �,_ TREE TIE-CHAIN LOCK &A 0 OA INSTALL BARK MULCH IN 31 ROLL BACK TOP 113 OF 0#:� _ : .. „if" - -�► TREE TIE-CHAIN a 0 ♦E iitkokit, , OR APPROVED EQUAL DIA. SAUCER.SAUCER BURLAP FROM ROOT _.l+ LOCK OR T' �,�� WV FINISH GRADE BACKFILL WITH TOPSOIL TO THE DEPTHS I� •- -� - �► O NOTED ON PLAN.AMEND TOPSOIL PER SHALL BE SOAKED WITH �r t ,, _± BALL PRIOR TO o 0 0 APPROVED EQ UAL. 0 IRES 07/31/13 o R��' ti THE SOILS LAB ANALYSIS. WATER AFTER PLANTING. ,► ; ,, BACKFILL. ° r _,� �•� f 2�� WOOD STAKE INSTALL BARK MULCH IN 3' L , 1 0 6'MIN. BRANCHING o i'� J 1-, : 1.j��, �� o- <0 t- I ._ 1- { _ FINISH GRADE DiA. SAUCER. SAUCER HEIGHT �.. r lEs ►jv '= UNDISTURBED SOIL. w� SHALL BE SOAKED WITH s ' �g _�ice'"` WATER AFTER PLANTING. 2"x2"WOOD STAKE EQUAL - °'- ar i J 11E!_ . -te a' / - 1 Tip- ,,, =,e ms ;-, DRIVEN 18°'BELOW Ix .. -- _!1-- I �� +� 'I H� WISH G D UNDISTURBED SOIL. W Li W=111=1 r= 1' - I- SCARIFY 4`"DEEP j ��i � ;: � e- -I I 1 I - AND RECOMPACT I _y}og11 'd (� (_ I f - ALL GROUND COVER SHALL BE PLANTED AT = T _I=I IP I I_ {�T #� : ,,.- : - BACKFILL WITH TOPSOIL ATI-- . . .: - _ f-1 ifs- I I- 1 1 1- I I f: .:,•_a:-•-1 `. .: - .- t 1--- -- z EQUAL TRIANGULAR SPACING PER ON CENTER - ::: ., �, �'� - 1 .•.. ftri 11=7 th bW I H A TO THE DEPTHS NOTED SPACING AS SPECIFIED ON PLANTING PLAN. =1 vl-I I i °' � I ,l _I I�i l I, 1 1 I - I--..�* -TJ� ; ;:- � i� BACKFILL WITH TOPSOIL Q 1- I I- I 1 I I I1 ON PLAN.AMEND TOPSOIL - yr.4{ ale - ,� I I -I O ... �{ ;; ;:•+(1.f !(�'�' °: TO THE DEPTHS NOTED !it PER TH SOILS LAB ANALYSIS f - - - - - ON PLAN.AMEND TOPSOIL LOCATE GROUND COVER ONE " © E HALF OF SPECIFIED I 1 °- �1. TfI TT MIN. MIN. SPACING DISTANCE FROM ANY CURB, SIDEWALK,OR jr 12" 12" rT °�_ 1= � - - IT' PER THE SOILS LAB ANALYSIS MIN, MIN. I _ _--r=I I„�I 11-11.41:1 l� Imilarl 11 OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. I 00:0: ,rte SCARIFY 4"DEEP 12" 12" i rn1 41111t or- 0 AND RECOMPACT MIN. MIN. ® ;::; r� ... SCARIFY 4"DEEP v ALIGN TREE STAKES PERPENDICULAR TO PARKING STALLS. AND RECOMPACT ALIGN TREE STAKES PERPENDICULAR TO PARKING STALLS. 3 f. ..f !7 Us) a Q Cs'i . s GROUNDCOVER T DECIDUOUS/EVERGREEN PLANTING V 0000 E N T PL MITI DECIDUOUS T E PLANTING :.::::.::.NO TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE �- m ��< ;; 'I. ONTRACTOR TO VE IFY WIT NE AND UTILI C 14. BACKFILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE C R WITH R UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES la l t al ` :COMPOST TO FOUR PARTS TOPSOIL BY VOLUME. I N CO RP RATE ANY L W RELEASE F ERTI L IZERS ® PRIOR TO CONSTRUCTION, TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS • 3" MULCH AND AMENDMENTS PER SAIL LAB ANALYSIS RECOMMENDATIONS. O OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL ›- (1) 0000 • •�. ` TOPSOIL 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM • o , CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. ,- ::::::::::: 0 0 < _ . , 1 THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT ' . 0 {�, � <., 2. CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES,TOPSOIL SOIL QUALITY AND DEPTH. DO NOT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY 6 - • , 0 0 START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF ® � '. - - BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE sc o 1=111- ' a WORK BEFORE STARTING. REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE 0 } � AP- III I.I I i":":;',':," •.. • - • 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH DRAWINGS. 5 CD •� i 0 TOP OF BARK MULCH PLANS TO THE LANDSCAPE ARCHITECT. 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE :11:0111• TO BE i"BELOW 4, ALL PLANT MASSES TO BE CONTAINED WITHIN A 3"LAYER OF BARK MULCH BED, UNLESS NOTED OTHERWISE. '� 1 GAL.GROUNDCOVER BACK OF CURB. SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS REPRESENTATIVE,AND THE i n-fr LANDSCAPE ARCHITECT A WRITTEN ESTIMATE TO IN REASE PLANT MATERAIL AND INSTALL THE , 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL C TREES SHALL BE PLANTED A BRANCHING.WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. NEXT AVAILABLE CONTAINER SIZE PLANT(I.E.4" POT TO ONE GALLON CONTAINER,2"CALIPER TREE OFFSET GROUNDCOVER MINIMUM OF 4'-0 FROM END OF �: - - „ NOTE "A": TO 2.5"CALIPER). 9 co ISLAND CENTERED IN PLANTER 0 ©' o LANDSCAPE MOUNDING HT. 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. m 12" FROM HEDGE ISLAND. 17. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO W 4 - VARIES BASED ON PLANTER STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM B I® J ot® WIDTH AS FOLLOWS: 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO PLANTING, TO ,� SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, 0 36'-0" Alli _ ----,..._ PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES(BUMPS OR DEPRESSIONS) NETTING,AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE - PLANTER MOUNDING & EXTRANEOUS MATERIAL OR DEBRIS. ;: _ ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. T a 06 leg S REE o WIDTH HEIGHT a Q rn S 18. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN O . 0000 ,rt 4,r� _ 8. QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. THE co a I- � '�' �� '� 1� -' t ti 0 3" CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE PLANS IF THERE WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE r 0 BARK MULCH LAYER 3" DEPTH 3 4 3 Q 2 , �� '� 0'� �'" - V 6'MIN. IS A DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED BY THE 8 w ' �' � f � '�' � �°'� '� ■ BRANCHING LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS 4 j CL •W C}Kati..� ►.�;+3r�.-.��.►=.00000 - BACKFILL WITH 30 OF 51-9' s SYMBQLS SHOWN,THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. TOPSOIL.AMEND TOPSOIL HEIGHT NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW(EXCEPT FOR z • PER SOILS LAB ANALYSIS. 10'-20' 9" 9. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER l� 9 PH DRAINAGE SYSTEMS. NEGLECT OR VANDALISM)SHALL BE REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 6 co CURB "n 19. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO PLANT -...ray - ,,. 10. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS , PAVEMENT ��.. �-- ,.�. e: ■a - FILL, POOR Z ew HEDGE TO BE LOCATED _ el: :::::�::�.:.. - _ IM! VARIES SEE NOTE'A' ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE F OOR PLANTING SOIL,ADVERSE DRAINAGE �� l ;.. ;a_ r - - i.� ,� WRITTEN CONSENT OF THE LANDSCAPE ARCHI E Y CENTER OF ISLAND. 111 1 I I H t rs=4.4 ; I - III 11 - _111, •,. . :._ •::. CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING. a . ♦.�� PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. I® .- � � }.e:r• •..► s :-,• a .•' •0000 11=III= �=� .!lilf'; - � ��_ r e-e • ,..+•=. 3 -. -.--.:. .--:000 0• ...±=.....: l=ll I I 0 0 00 r..-000 0--. � I...I I. ...I I - I I 20. RESTRICTIONS PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, _ Q r 4 of re re I� Y<�I I 1 1 {- l►sue 'n °` 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD crf er��;•*4e1erer rror 111=1 I H I L 1s,``r�f`�.N/'4'1/44/4.,\ (1-11 pie 36 IN. UNLESS OTHERWISE APPROVED IN WRITING: �c '� r.►r �rrr�erer erirorrer�' _ - •pelf!�j�f�1! �„ -�i re re ` EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT TO ADJUST TREE LOCATIONS, J : r4er4rr4er4i, TI = s.44 4�ti4.4�ti ti� tiv t Ivr4er�044 A. COLD WEATHER LESS THAN 32 DEGREES FAHRENHEIT erg°Ei�e 440,„7,4,,01 =- ff`l��'Ihl�1'l!wo..0N•:-'>-''`, 0.\+S 1 4"40,4`4.,i�rirs w W 'At.,4.+#4.4.r4:•.•a'4•-•---s-r-s'�--vim-1 ---s-:-As-i- ;`s-r--, -1-i-4 44 B. HOT WEATHER. GREATER THAN 90 DEGREES FAHRENHEIT rl�.errere�ere�erer�►.e`Irerrr#rl�.ersrertrerlrerl�.ereerer,,rs�.4r��.®r�rer.►r,�reroo 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING e"4 1•Y 044. 4 ri 444° ere'444.4erir,:rrrWerrt 44 4er,s4+444r,�'rirre C.WET WEATHER: SATURATED SOIL re re rs ri reed. e1rirererere ,re roe1r�rrrererirrri OPERATIONS AND AND ACKNOWLEDGEMENT BY THAT ALL PUNCH LIST ITEMS HAVE BEEN COMPLETED BY D.WINDY WEATHER WIND VELOCITIES GREATER THAN 20 M.P.H. �, - RE-COMPACT SOIL TO 95% THE CONTRACTOR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE PA / PM: K. RUSSELL NOTES: 21. ALL PLANTING AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM. • In 3" RELATIVE COMPACTION. OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE,WHICHEVER IS LONGER.WARRANTYALL PLANTING v • PLACE MULCH 3 AWAY FROM TRUNK. 22. DO NOT LOCATE TREES IN EASEMENTS. a I OR A PERIOD OF 1 YEAR FROM THE DATE OF ACCEPTANCE. DRAWN BY. P. GAYNOR • TOPSOIL DEPTH TO BE A MINIMUM OF 36" IN v 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS 23. SEE CIVIL PLANS FOR EXISTING TREES TO REMAIN ON SITE. PLANTER ISLANDS. F JOB NQ,: SEE STAKING DETAIL FOR STAKING IN PLANTERS. AND FERTILIZER. 24. ALL PLANTS MUST COMPLY TO THE AMERICAN STANDARD FOR NURSERY STOCK. THOSE THAT DO NOT WILL BE REJECTED. ALL CALIPER TREES MUST BRANCH AT 6' MIN. HT. m J X SHEET 5..--- PLANTER ISLAND - TYPICAL LAYOUT SOIL MOUNDING IN PLANTER ISLAND GENERAL NOTES PLANTING PLAN il NOT TO SCALE I O I REFERENCE ONLY o L3 . 0 ..., . , NOT APPROVED WITH THIS PERMIT M - --. .. ........- ...................... ................... ... 0000, ...,.... ............-..........._ ._. ....... ..-0000 0000-0000-...........-.. _.._..., 0000. 0000-. ..-- -.. --... .-..-.. .._.-...-. 0000. 0000 0000... ..-.. 0000-0000 0000 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT 6 4 e Y PROFILE 4 ›.. Ilk i U P.O.C.MINIMUM STATIC PRESSURE REQUIRED AT P.O.C. BEFORE BACKFLOW INSTALLATION N -.,/,\\ \.,/ ib x 1111111111 , �� TO BUILDING OR+� �// '--�� _ IRRIGATION.SYSTEM � PRESSURE in ill A IF STATIC CONTACT LANDSCAPE ARCHITECT ,. - PROCEEDING. 1,, ! liko, ;;{ NOTE: PROVIDE EXTENSION BOXES AS REQUIRED TO I CONTAIN VALVE WITHIN STRUCTURE. TAPE& BUNDLE 'g MAN. • ALL WIRE AT 10'-0"O.O. PROVIDE SUFFICIENT WIRE a PLASTIC BOX MATERIAL LIST: LENGTH WITHIN VALVE BOX TO ALLOW FOR REMOVAL 10 X PIPE 5 X PIPE m 1. SERVICE LINE OF VALVE BONNET ABOVE GRADE. DIAMETER DIAMETER o y,, . `.T,�; , ` �°'` 2. UNION FINISH (FREE SPACE) (FREE SPACE) „t F C w'�, r,,;S•�� . . �•t�": e:„ O.,i y i''..;_ '•t k'. r•a:_, .,.wpr.°Yy s,..ii.L'.4 y..v^"' i 1 X. r,.r 1 AcY=. •1 t.1 t af" .•ti .} GRADE L ..��.z :au ,,, rte,, r'.r �ti-�M;< ,, ;'° ,' °4. y f;�` ,3. NIPPLE VI1f,DE REQUIRED aL.z- `" ,'zi F '.4'-'�"4`{'``''i ::!e l.`• k,-t,.�3. .+,.A..= ' f •�J•'-: X2k7 a•.ir REQUIRED 'C..„ «di •y�y..., ..'i',��•tr?!.r w^;y-'L.''• ±,,�`s -0-771„,„1.,...,.,,....,..v,.ti. ?`Z”r✓µ , .'•��. r�K'•�q, I I I I I I I I I l I I 11-0>i< RP IFS a.-= Y ;,- -f, ¢�" _. 4. SHUT-OFF VALVE UPSTREAM FROM DOWNSTREAM FROM ,s •y„M,.„, to s at,h.." .... „..;,�f.,-.'..,?a�:-,,,!• 4..,• 5. CHECK VALVE I _ FLOW SENSOR FLOW SENSOR 3 i Lti________ MAINLINE 0 (D.S.H.S.APPROVED) I I I I _ FINISH GRADE o a '.- , rg, DRAIN ROCK.SEE , TESTS COCKS WATER PROOF � t 1- VALVE / 0 12"DEEP(MIN.)DRA CONNECTORS '� SPECIFICATIONS FOR TYPE AND SIZE F1=—M-=--TI _ GENERAL NOTES: ACCESS BOX z 1 O A.THOROUGHLY FLUSH TEE (SEE SPECS. 1i11Lllt4Th` W IRE 5 A THE LINES PRIOR TO �� FOR SIZE) =1 I I1 I I-1: _ 4 INSTALLING DCVA. MAINLINE - L CLOSED ° A7r 0 HUNTER ICV NORMALLY CL xx :::':i _ �� ' FLC3trY- - t- (y) U 1 f2 B. DIAMETER OF PIPE �°-' �. s, _.....s. ,�a:`,: :;,. F-a _ x. :,?`..it e:: AND FITTINGS=SIZE —� _— I VALVE BOX WITH v IRRIGATION RP DEVICE .f I"`LA� .K ,�,�. s e.., .r :" ... ... ,r =II1=---I II PP° C °° _1 I 1 1 LOCKABLE LID - w _- PER DOUBLE CHECK FLOW ° 6 MIN. z - - 4O ° - .�•STUB-OUT VVATER LINE =i E:�' � ,��117-01111W•r,i � - `.►.� Q d_ — - C BLOCK- I I f. III. ra ;� �I — �� — — BRICK OR CON C. d •� '+ � =1 I I-1 4 �jO9a '. * . �.: T1 I—I I L=1 CONTROL l � - EXISTING METER 11, ,.. WIRES FROM 111-=111=-W=I7I (I 1— 11 l �.-�I I I - -.III 4 DEEP (MIN.)DRAIN ROCK. A FLOW ,_,,, ■IMO A_ :MIS ■ � CONTROLLER WIRE ON I 1-1 1=1 ( ( III--III r L� °,��■ _I� I, ■,w„ WIRE LOOP I`J ul SCH. 80 TOE III—III-111-111-111-111-111-111-11 I- < <� 111-111-111—i r 1--1 II—III—II r—ril i (� N I�' ti.: 3 DEEP(MIN.) NIPPLES TO BUILDING OR DRAIN ROCK. 8"-12" LONG 0 _: IRRIGATION SYSTEM } 0 -7...-...- 11416"MIN. z e w w cr co .s 0 142 iiii• . y d 1 -,is CITY wr co 6 o co . rn \1111 I3 ,�. I•- IX 0 w 0 MASTER V LV (NORMALLY LSO C F L P VIA NOT TO SCALE F LOC► S E N S O R NOT TO SCALE NOT TO SCALE � ►.. _J �_'_J ' ' _J W G%STEM 4- ®� _ UP TO 200'AWAY m I 1 a, i HUNTER CONTROLLER MODEL 0 715 J I„' a 4o LOCATE SOLAR SYNC MODULE ON WALL ill !.I NEXT TO CONTROLLER CABINET PER MFG. En 41111111111,V- j ) • SPECIFICATIONS, - < • TIM D, GHER v I1 ,- i a - N C-- -4 lam► :.I *NOTE* 1a . - 0 �° S RE e e4' J I:l ICI N I MOUNT CONTROLLER WITH LCD , {I w SCREEN 48"ABOVE FINISH SURFACE, H ■ . 0 17/10 , 0 I,RI ,I CONTROLLER SHALL BE HARD-WIRED � I ' �.�J - ' ® 1" I TO GROUNDED SOURCE. t i El im it.......—„,. :I _______i EXPIRES 07/31/13 II ce HUNTER QUICK COUPLER(44-LRC) -.• CONTROL WIRE IN ELECTRICAL CONDUIT I a IN 10"VALVE BOX INTERIOR III FINISH GRADE® DRAIN ROCK MIN. 3°'(314"CLEAN CRUSHED) RAINBIRD VB-STD VALVE BOX M WALL _ :I I�--I SCH. 80 NIPPLE _ FINISH GRADE cr lI *• u I I I={l 1=1 L - - ELECTRICAL SUPPLY CONDUIT: I a Mill= v I =1 I I 1111=-111---=.11 CONNECT TO POWER SOURCE — x L� CONCRETE PAVER(4) 1—I 11 _ SCH 80 NIPPLE OUTSIDE—I I . = I L lL I '° rk! ,- I I =I 111=11 I=I t Tl 11=..ii1 BOTH SIDES j BOX INSIDE CONTROLLER �r • - SCH.40 STREET ELL. 1=1�1=I 11 .. *� � ni.. �!I _-1.1.1 ,_, _ _.. -- '' �? ,, I, FINISH GRADE I I �r" �; !f._ MAINLINE-(CIA.VARIES) . . �i- I I= SCH. 40 ELL. - 1,�w !ill • • III _ inn ::»r •�. !. is : . .. - 111 Ill- �► ap..4..�. :'+r� z �> _ ,�! •.._ III__ .. ISOLATION VALVE FINISH SURFACE v:> s: SCH, 80 NIPPLE I=1I I! ' 1I 0 <LLI , -I I - °- .0..... .`iii ` ; _ 8E� MIN. DRAIN ROCK s <:_s<::<:>: ° - - SCH.40 STREET ELL. G I-I 1=1 I f= —_ I l _ 0 -11 �� (3/4" CLEAN CRUSHED) �' - — — �.� , -' - Ill=11 I--�=11 I®III=1 I I I .. S/+ '"�� milimmilimre SCH, 4{}TEE OR ELL.,TYP, �° - �3�I—III=1 I I—I I I-1 I I=1 I I 1 I I I I1 WIRELESS SOLAR SYNC SENSOR � '��=� 1 1 1 r i iii-iii-,i i-i i°iii-iii ii, CONCRETE PAVER - :_ W ii ii1--1. � i�- -iii iii— i > > 3 1-I I►-,I i-1 I 1-III-III-I I i-III- SCH 40 S x T COUPLER 1 �, MOUNT ON 2"DIAMETER GALVANIZED POLE A MODEL SOLAR SYNC MODULE MAINLINE - I I I III I 11=-- MIN. 10'ABOVE FINISH GRADE. SET MOUNTING c _ } BOTH SIDES MOUNT ON WALL NEXT TO �" ':I I I--- iJ PULE IN 1 "CIA. 1$'"DEEP CONCRETE :z->:; :CONTROLLER CABINET- - r, t> >y�L (— FOOTING. LOCATE POLE IN LOCATION THAT =4t - I I I I 1— I I I I I SUNLIGHT WITHOUT ti 1-1 MAXIMIZES DIRECT COMPATIBLE HUNTER CONTROLLER :::>h N:>:».:::>t.= OBSTRUCTING RAINFALL COLLECTION. POLE �' — — — — ill I— AND SENSOR TO BE FIELD LOCATED BY .. �*• —III III I ' IT III I I ' '711111-1— LANDSCAPE ARCHITECT AND CONTRACTOR AT POWER SOURCE X I III I I I III III I THE TIME OF CONSTRUCTION. FINAL LOCATION t . ... .. . . IS DEPENDENT ON SENSOR SIGNAL 6 CONTROL WIRE CONDUIT w } STRENGTH. F- ... .....co ° .PPI rel < >.NE QUICK COUPLER WITH LOCKING RUBBER l ER LIB NOT TO SCALE ISOLATION N V LVE WALL MOUNTED NOT TO SCALE J > NOT TO SCALE . . ... N"'" 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES x PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ; CD ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT THE CONTRACTOR , 3 to SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. o FINISH GRADE 2. CONTRACTOR.TO REPORT ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH -r r e—r r 1 _ - PLANS TO LANDSCAPE ARCHITECT. e =I 1 ,I I 1 ® 3. CONTRACTOR SHALL E AMII�IE F1 11SH SURFACE, GRADES,TOPSOIL QUALITY AND DEPTI�. DO N(�T— CLEAN AND LIGHTLY E VERIFY LIMITS OF— I 111=71 1I� START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECT D.�, I I I=1 11-1 I I I — COMPACTED BACKFILL Z Z g 1 -1 1 1-1 1 1--1 i A = WORK BEFORE STARTING, L,J 21 2 I-1 — 1 11=1 1 1-1 4. CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF LANDSCAPING I� J g:- �-- 1 II=III I TRACKING WIRE,6 AND DRAINAGE SYSTEMS. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH OTHER z O RI .� 111-7--111-=-11 I _II____. ABOVE MAINLINE ONLY SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND SLEEVING. z r n=-111=-1-11 I I�I I I I I 1 5. CO NTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. cn LATERAL LINE Q lv l, r 6. ALL WIRES FOR RAIN SENSOR TO BE RUN IN RIGID PVC CONDUIT TO INCLUDE SWEEPING L'S, i co priozom _.--=_._-=-11 jr //� - COUPLINGS,AND STRAPS AS REQUIRED AND DIRECTED BY LANDSCAPE ARCHITECT. CONDUIT SHALL — MAINLINE SIDE AS REQUIRED 11-111-1 1 BE PAINTED►TO MATCH BUILDING ARCHITECTURE AND BLEND WITH MOUNTING SURFACE. v-1 I 1—I I 1=1 ATTACH IRRIGATION WIRE 7. CONTRACTOR SHALL PROVIDE VALVE OUTPUT LIGHTNING/ELECTRICAL SURGE PROTECTION 4 F co I I I III-1 I 1-11 I I I 1 I KIT AND 'LONG COPPER GROUNDING ROD WITH##10 BARE COPPER WIRE FOR CONTROLLER. w LL — — TO MAINLINE AT S 8 C � i CI INTERVALS OF 25'-0" ALSO PROVIDE PRIMARY PROTECTION KIT. PROVIDE SURGE PROTECTOR ON EACH LEG OF 5: INCOMING POWER TO GROUNDING ROD. 6 z c7 8. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR QUICK COUPLER VALVES, 9 IRRIGATION TLANDSCAPE NOT TO SCALE 9. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE - . I PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN s) "S"STAMP IN CONCRETE TO MARK SLEEVE (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT),AS-BUILT PLAN SHALL BE SUBMITTED TO (9 ® ` � 1 -0 LOCATION LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 1 . Et PAVING 10, CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE cc Li ,_ - EI I E CLEAN AND LIGHTLY COMPACTED BACKFILL OF IRRIGATION CONTROLLER. w I(I—I I I I CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE ? � iEll I 11 I tx a. I 7 ' ' w ._ ©- I1 I•t II I-I TRACKING WIRE 6"ABOVE MAINLINE LANDSCAPE ARCHITECT PRR TO NSA , , , NOT PA f PI 9. K. RUSSELL J © I I®I - IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE De p I I�I I 1E1 I ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAY BE 44 DRAWN BY: P. CAYNOR v 11 - 1M- II ICI I I I-I I I-1 I I I REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE MANUFACTURERS 1 1.^ . .// z O _ , I I I AND MODELS ON THE IRRIGATION PLAN. 0 � � _ oi,/,.�. _ .� JOB NO.. ILI III I!8 I E1 I H I I 12. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT A MINIMUM OF 65 PSI AT THE POINT ►III-1 I I_ PVC SCHEDULE 40 PIPE SLEEVE SEE OF CONNECTION, IF THE PRESSURE IS LESS THAN 65 PSI, OR GREATER THAN 75 PSI, NOTIFY THE W I - .- PLANS FOR SIZE AND LOCATIONS LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING, PRIOR TO PROCEEDING WITH Di SHEET I 1 1=111-1 1 d te - THE INSTALLATION OF THE IRRIGATION SYSTEM. ILI I I 2"PVC SCHEDULE 40 SLEEVE FOR -- - - 13. CONTRACTOR SHALL INSTALL CHECK VALVES WHEREVER AN ELEVATION DIFFERENCE OF 5 FEET OR CONTROL AND SENSOR WIRING z 0? GREATER OCCURS WITHIN THE SAME IRRIGATION ZONE. L3 1 c�a' SLEEVE lirig 1 o IN TALL TI N N �R PAVIN L N TE IRRIGATION N PLAN BLANK NOT TO SCA E NOT TO SCALE IL J NOT TO SCALE NOT TO SCAL CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT x- 6 1- z U 6 x A 4J • O. 5 2 a. 1 Q I 111 6 a r'i.- g (3) b. z O sr) o x t m cs . Q- v 1- k ..s. ,.. . , 8 i■ ro R .-3:?, 1g c „ q cgr - § . i Q c z co U (A W IZ-1 CP,3 '' M 0 X z a c Ei CAS Sfr 715 WATER PROOF CONNECTION (2) F 1.5"T x 1"T SCH 40 COUPLER LANDSCAPE DRIPLINE TUBING: a • — • z ~ � • ZONE ID TAG TOP OF MULCH -3"DEPTH HUNTER PLD TUBING < TIC •'� DRIPLINE TUBING // 6" ROUND VALVE BOX: ORE O N 4) v jr v w v p §VALVE BOX WITH COVER '� 07/10 �g'� ' 9 FINISH GRADE/TOP OF MULCH k� ,% r GALVANIZED TIE DOWN STAKE: EXPIR3 07/31/13 DRIP VALVE AND FILTER I• . _ u, e RAIN BIRD TOS-060 wl BEND EMITTER(PRE-INSTALLED) IN TU G .• ,. �. PLACE ONE EVERY THREE • • .. • ' �. R TUBING MIN. LINEAR FEET OF TUBING • ` ..• FLUSH CAP HUNTER PLDCAP PLANT MATERIAL i .• -i, 'IV \ i 2"T x 1.5"T SCH 40 ELBOW TOP OF MULCH - "DEPTH 3'MIN. BLANK DRIPLINE TUBING `� t 711 41r,,h:z Ili ;��r PVC SCH 60 NIPPLE i S / S a a Az ,...='` 16.1 L (LENGTH AS REQUIRED) t•'' . . . FINISH IN SH OIL GRADE W I��-_�. CONCRETE PAVER(4) . : : \/'//\/\ ' /\\/\�� \\/\\/\\ 0 1616 4 •• © j/j \/ 1 �\,�\ \//\,,r,\ PRESSURE COMPENSATING `;� �i o — i .. .. ,.••• \ \,/\ \\ I. = IN-LINE EMITTER TUBING a (1OO ,,� O O O o 90 p FINISH SOIL GRADE /\ \,,' / Z � O �' � / \� •� ' N p[ LlI v?3 Ii •�� © O q D �•• \�* \ \ \\ \ \\ \\ \'/\\�\r• \* \\ \\ ``� \ \\ \ \\ \ \\ \ \ \ _ � BARBED TEE: �' �< o� QOM SCH 30 NIPPLE (2 LENGTH, $/4K $/$K >K/4K 1` ,,,, / / /\/\f\ \ \/\ �;'� w�• +► ar\ \ \ \ \ \ si �/R. HUNTER PLDTEE 6 W HIDDEN AND SCH 40 ELL 1 / / / / /, / //\), • • • A►� �.� VIII ��01.11,:• o • DRIPLINE TUBING LI iik _, � � � PVC MAINLINE PIPE '11.7-‘. ,:: - 444,0 ow 8. . .z PVC SCH 40 TEE COUPLING - HUNTER PLDCPL 1" (BARB TO BARB) SCH 40 COUPLER: BELOW FINISH SOIL GRADE. < " " 6-INCH MINIMUM DEPTH OF v `: : ct; . :: IF ZONE FLOW 35 GPM USE 1.5 S x 1.5 T :;_;,;;,:., < Et IF ZONE FLOW>35 GPM USE 2"S X 1.5"T 314-INCH CLEAN CRUSHED jl GRAVEL EMITTER(PRE-INSTALLED) w IN TUBING PVC LATERAL PIPE / >; Uw) - 3"3 MINIMUM DEPTH OF 3 I4 W AS HE D GRAVEL 0 1,n --n-: . . .-E. 5)• iiiT DRIP VALVE AND FILTER ASSEMBLY DRIPLINE TUBE STAKING FLUSH CAP IN VALVE BOX NOTTO SCALE 4 r'-' DRIPLINE PLACEMENT AROUND PNOT TO SCALE CO NOT TO SCALE , NOT TO SCALE _,,� i .. , T"'" '�O x CO �f— PVC SERVICE LATERAL PVC SCH 40 TEE SxSxT PIPE FROM VALVE FEMALE THREADED SIDE 6 CD �r RAINBIRD XERI-BUBBLER• o Irma a _I— �,' ON 5"PLASTIC STAKE G` PVC SCH 40 ELL SxT I—I PVC LATERAL o PVC LATERAL PIPE. MODEL: UXB-360-SPYK FEMALE HEADER TO CLASS 200 PVC SERVICE DRIP ii THREADED SIDE BARB TO 314"NPT I I LINE TUBING. ADAPTER HUNTER . PLD075 1 `.' -I I z T (I) OP OF MULCH-3" DEPTH il ill LANDSCAPE DRIPLINE TUBING RAINBIRD 114"XQ DISTRIBUTION TUBING < ' . c, oe ;1 ,. TEE: HUNTER 112"PLDTEE FROM v • - , HUNTER PLD TUBING a. • o.,s • O .14 if 1E1 ▪ p lr ►� / -'•� f FINISH GRADE co co :7 W/ /,` /\/\/1/`�/ /\/\/\/ _ \/ f \//\//\ ,(\\ \�>\\//.,/ TIE-DOWN STAKE: r\,N,,,\ RAINBIRD TaS-050 V1//BEND ° < c ° 0 —L a 0 0 BARBED TEE: et et II �. L ■ - �;!l HUNTER PLDTEE a REFERENCE ONLY PA / P�1: RUSSELL ci IN NOT APPROVED WITH THIS PERMIT I BARBED ELBOW: LANDSCAPE U DRAWN BY: P. GAThOR HUNTER PLDELB DRIPLINE TUBING BARBED COUPLNG: 4 JOB NO,: 1 HUNTER PLDCPL rn 0 S SHEET I -°I-- FLUSH CAP: HUNTER PLDCPP to a' a 5 , L3 . 2 7 BLANKFOR F USE BLANK R F U T U RE f I P L I U E LAYSU T NOT TO SCALE XE L TA E NOT TQ SCALE LYJ