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16230 SW PACIFIC HIGHWAY-1 1� { V ' Z.� . j qwr C-14 Z8 Lid L.LJ ,a GENERAL NOTES 1. VERTICAL DATUM: NGVD 29(4') BASED FROM WASHINGTON COUNTY BENCH MARK NO. 561, LOCATED AT THE NORTHEAST QUADRANT OF HIGHWAY 99W AND SW DURHAM RD. (ELEVATION-190.99) _ ' uuat s AT RIALS SHALL_ CONFORM TO THESE PLANS. THE PROJECT SPECIFICATIONS AND THE �� o �v � � `�' 2. ALL CONSTRUCTION AND M E E_ . PR J CD Ice. APPU,ABLE REQUIREMENTS OF THE INTERNATIONAL PLUMBING CODE AND REQl1IREMENT:S OF THE CITY OF TIGARD. r l J �- 3. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. `" , -�-- s ,7 t i' _ V ��' a ' y ., tit 4'S, y" °, C" l.Aft•• (A. w' /1 f r ORDINANCES AND REGULATIONS INCLUDING NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING �, 'T E L/ CA= ,� p +� AUTHORITIES. �� :r,, ''. W60 '� L .. ;Y, o,x CA 4. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.57 INCLUDING "OTIFICATION OF ALL PERTINENT COMPAN'1c OR AGENCIES NTH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 + BUSINESS--DAY HOURS, BUT NOT MORE THAN 10 BUSINES.� DAYS BEFORE COMMENCING ANY EXCAVATION, SO THAI I;'` - --•�f' ., r IL ILA SAID U71UTILS MAY BE ACCURATELY LOCA it'D. WOE 5. THE LOCA 9. ON OF EASING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION (ALY AND IS NOT ti' / � t.Jr( �='" 961 GUARANTEED To SE COMPLETE OR ACCURATE. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AVAILABLE 'C o RECORD DRAWINGS FOR REFERENCE AND POTHOLE CROSSINGS AND ALL POINTS OF CONNECTION AND VERIFY 0"ATICNS. PIPE SIZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH ,t � ;� r, CONSTRUCT10i J. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KEaFF CONS"JL11NG �i y ' K G. T"'' 14 . ERGINEFRS. 72 HOURS PRIOR hD START OF C014STPUCT10N. r 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. REGULAT!''TNS SHALL BE +'� 7. TEMPORARY AND PERMANENT ER0q. ON CONTROL MEASURES SHALL BE IMPLEMENTED AS NEEDED OR AS DIRECTED. I �, �-��' --�-� r NORTH "�' �� TIE .. THE CONTRACTOR SHALL ADHERE TO THE CITY OF TIGARD, CLMWAR SERVICES, AND OREGON DEQ REQUIREMENTS 1 �'' AS NECESSARY FOR EROSION CONTROL MEASURES. LLJ 8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS KEEPING, THEM CLEAN AND FREE OF . CONSTRUCTION MATERIALS AND DEBRIS. AND PROVIDING NECESSARY DUST CONTROL. WHERE REWIRED. � � + ok�� CD { 9. ALL. PERMITS, AND LICENSES NECESSARY FOR THE EXECUTION AND L*MPLETICN OF WORE: SHALL. BE SECURED BY THE ! , CONTRACTOR PRIOR TO COMMENCNG CONSTRUCTION. a � � r� o �-'�► VICINITY' MAP j 10. N07 Y CITY INSPECTOR 24 HOURS BEFORE STARTING WORK; ALSO, A PRECONSTRUCTION MEETING WITH DEVELOP'EFt. SHEET INDEX HIS ENGINEER AND CONTRACTOR AS WOU. AS THE CITY REPRESENTATIVE IS REQUIRED. NTS C1.0 COVER SHLET C2.0-C,2.1 EXISTING CONDITIONS _ CONTACT INFORMATION C3.0-C3,1 EROSION CONTROL � C4.0-C4.1 DEMOLITION PLAN -fig 19 �k QR HARSG�•' INVESTMENT PkUPER-TIES, LLC. 'EM1NW3 INCORPORATED IN OREC'ONm SW FWf o.mw CONTACT: JOHN W;PL, COLLEEN DUNCAN C10-05.1 SITE PLAN 9.*.NX 1121 SW SALMON STREET ++� f,. PORTLAND, OREGON 97205 C6.O-C6.1 GRADING PLAN S77-XCT Fat f�cxi� PH 503,242 2900 W-W FX 5c,3.274..2093C7.0-C7.1 UTILITY PLAN F '`'° '" �IIVIL ENNOMER KPiT' CONSULTING ENGINEERS C8.0-C8.3 DETAILS CONTACT: MATT DOLAN, MATT JOHNSONIll SW 'orQ SUI TE 2.590H AVENUE J �PRf,�, PORTLAND. OREGON 97204 V4N E PFI 503."".3251 FX '303.274.4681 SIM 1 URAL. EN ER fM RIPPE,Y C()NSULTING ENGINEERS xf Aril 'TIM RIPPEY 7650 SIM BEVELAND ST _ SUITE 100 o TIGARD, OR 97223 `jl ��-�� It2 �� xrwntloi�� PH 50:3.443.3900 dci FX 50:3,.4 43... 00 �xi acT- -�j o soon m W time �,t r.o,,,,uont,rr�t11.a1r1..a.d Iw•h,,w. , Iwnoe�rtrAdrd►,,.I•aw K on k oy n wmt 4 t © 1 .)•nil•••/Ii.prMru►1rlwrn Mldblw•K ©AYSINGEIt PARTNERS ARCHITECTURE I �-� (c31�.L ` / +► � "M der.o/ S�� ,� "ri,fl a,A" 1..rA.r.«a��dlMa."� !� cll• It ��! N.+ / few.w#f ow e►•i.ak.. r M pmo/ ore CONTACT, JERRY BAYSINGER. JENNIFER RINKUS CLO(Bl LI � >�� k=p, obw 1006 GRAND AVENUE ` g '" - fj • Of 6iA•MfA.t►wrtw.•u A•a+Nkrdr•�f C_ O SUITE Y)O �6 � OVut�F?4cwF n .�■�� CONSTRUCTION NOTES PORTLAND, OREGON 977.14 � 6�4Ic �«��a� ,� � DATE ; PH 503.546.1600 CbA�1l. ) i FX 503.546.1 d01 lrinitA him � `� SE� 0 1. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON DIMENSIONS AND BEAkINGS; AS SHOWN ON THE PLANS. CONTRACTOR SMALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. THE N CONTRACTOR IS RESPONSIBLE FOR THE ACCURACY OF THE CONSTRUCTION STAKING AND 'THE PROPER INSTAL LAT1ON OF ANOSCAP_E ARCHTEU BEIGHLEY do ASSOCIATES ALL UTILITIES. CONTACT: HAI_ BEIGHLEY 0 12840 NW MRNELL ROAD SIDEWALKS AND PORTLAND OREGON 97229 AlTRAVLDl11 Alm 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., CL1R8!�, Irc t U1M'ATI'ACIIILOf o OTHER SyTE ELEMENTS WATHIN THE SITE AFf-k. ALL LANDSCAPING, CURBS AND SIDEWALKS TO REMAIN SHAD.. BE PH 503.643.4796 PECIW.;A1"BOOK REPLACED TO THEIR ORIGINAL CONDITION OR BETTER IF DAMAGED DURING CONSTRUCTION ACTIVITIES. FX 503.643.4790 ;S �TU�� 1' c� MISC DOCUMEM 3. SAWCUT STRAIGHT MATCHUNES TO CREP61E A BUTT JOINT BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. •�T,�p cc�IRA]� IOR SD DEACON f 4. CONTRACTOR SHALL PREVENT SEDIMENTS FROM ENTERING THE EXISTING STnRM DRAINAGE SYSTEM. CONTACT: JAN CENEDE�.LA, LOUIS BOILNGER L u 901 NE GLISAN STREET GN,IGINAI ISSUE GATE 01,09.07 w 5. NORTHING AND EAS71NG COORDINATE'S FOR UTIUTY STRUCTURES ARE MEASURED TO THE CENTER OF THE STRUCTURE. SUITE 100 DRA"BY:ME (NEMER BY:0 c PORTLAND, OREGON 97232 a c PH 503.297.8791 FX 503.297.8997 coCD SHEEr tt r i E 0- C)n p� ll r 0-,,X cl s � Ing I U 4 PERMIT SH T - i OFFICE COPY SITE PACKAGE 0 i RAW WIT I 'I1 I1T1 1pI T r 1- Olti r�� 1 1 lir Im i 1 �� T`� �'i.1'� 111 I'�1I11111I J4rf M h, 1111 TIGARD TOWNE CENTER SITE PACKA E IMPROVEMENTS .F • j y I, 711111IM111111111 . ' , � • , i �f .. NiG�aiM ,tai a:f..nL:,t•.•is;Re' -, , ,.... i . � / _ - -. _ - .. ..a. - '�"�"!� �.•`�'. .. .•i"�+tiL^�•+rA'!+},M•'wt•T'...�"`..:._M•-al"•+rMMw.i.Fr,Jwii.-.3.1.<ilY!'1•!".,.'rMTI.�n-r..�a. i61T .. n,..aL. t' Ate.w:M•• ., n4M,rfIMM•'! "ti..+<.wlr.w•+F•wYM-!11h..'aVV:#I"/11'AI iAI81.M+M 4 .1} . ,,; nn..Y�r�Yrr.rrors.wrr.....ta. .r aaaoas..•w.w..-+"ar.+...+ww'rss��'w..•.wr4.rwM.lwan+rw*.e...Nv_-,a.+.+ricrM•+1t:,w,<r,nwn.. -mow.•+1..«..+R.r«..wi::ra.+wr.w...-+�aew•.,,:,.e.:w,..:.e.aari*wstinwr-•'„',e«.nn.e..+w.,r^>+wr. •- 'w.....- •r- ,....e.•:^ •.NY„e.+'fur�wrawl.lac+pev-i.cx.+r-wa•+xa.,.e++a„:wr.+rw-•71�r_„�•yKaM ..-vn'.:a. r•,.•,.r�w�Mk!', wr•e^•.'c'•JR,14..rraRRlF�+!M•'•s. ,,, rel,dR1•wCt�lB*1�+•ma +vwr :,•••�..v^.• ti.'`51 - 41 n Y ' } ! \ i, y ! 1 QD VO It \ A.MARS _ 8 _ l D j ( 0 IT MARS `,•J r 4 3 MANLY y iiQNYJi1�FIotT � "''""nom , 1 w MAPLE 00 : ,.... pcO I TOPOGRAPHY S' R VJ;r ..�J ,,�. � W- s� �` ��C3 ' .� n 01 FOR �N / r n—----—— -- I STOk INTERNATIONAL LKA '*4 9' IN THE !VW 1/4 OF SEC. 15, T. :tS. R. 1 W. W,1�. � C= uj i �75r s e CITY OF KING CITY. WASHINGTON ( X#M. OREGOOM //1 :o•euecH �� a _,'" _ AUGUST 19, 2004 6'wacm 011 CL �� ' NOTES •. .. 7�IMA, t. o Floolr aortrrwRrws@) OW FROM 51 UA . znc r Fig. /' � /' � I \ ♦ � LrOGTID AT 7H_ N0o!'1►IEA�T OtMDIY1N► OF INOMNNY � pG ✓ I \ ' \ OWAND \ J OlNlIIAM ID. (E7.E1NIl10N-1f0.N' W fi■is � „8 STING MONUKWI , � � Lo ! a. � 1 W UAPLts / � •3 SANITARY STO1�.��1t SYSTEM TABLE I�-�- Cc C k fe'`J yt 3 J d I J �/ 1 dkWARV ARW6RMMIHOLE MH Rlld 173.01' LAJ J ' M.8'IN(N)- 163.46' - \ti d� N� IX 6`W(NW)- loi.Z�' ; •- i 1 MH I ` I M 6 IN(1161- 163.61' Oct ,c hIONU1tI W 179 ARC .BOUND�RY M 8`OjT1`($)- 163.33' i B/IMAM p1l� W MMiH= �� N •• REE-174.77 �, Q0`� \ \ \ ! / ! I ► a UIiY WILL MANHOLA 1 / RDI-176.14 r 1 6'MAPLE WATT ILAWA710N- 167.34' / �`�A I t \ `\ IT MARA f DW WILL MANK" Rai-176.0!' NAS!sIZNATMK- 167.09' CIA r- o IT MAPLE cs- .c i � N � as .01 A8PHAILT PA14M "" 1r r,,APc d �j <, sWe 2" lid C1'6 m 9;rcU4 00 jT7>0, \/' ( I \ I _ 57RLCT. FAX O o t 27-150D LM FAX(V 274-1 114 i tr MAPLs I d f1j� E 173 li \ 1t� J � i f�!JWr_R I:..-1 vol �, ;V I/ d 1 Y^b \ \ \ �r _ • 0 7M07 MMMw w Pa hm Y.ddt amm PC ti / •mil W �� f��' C `'"'d,U►!fi \ \ / i M+.+w.wrr +ww& An�...w�«» _� \ wr. �/•IIMr�wl.v.+Ryla., DI J/f 1174 / .wI p"dW wwII wwiinj mm�ww macawm f1w= J � / ' i / ,f� t? ISSUED/REVISED DATE � 1• O � • tr 1r►nt/ / / rQ• '� i! , , r•sem; -'f9 - - '� � � � �., � - • - __ • _ .__ ,' t�lE1ER F BASE ORIGINAL ISSUE DATE 04109.0/ /-- NORTH DRAWN BY:RSE CHECKED BY:CEV 0 F� ANPHALT Pnx�aWcf / � , EXISTING "'� CONDITIONS ► $ ��, �i _ `� � � � � caiir �I � l . tl�-� �: � i� � 1Il�- 1r ■�I � Rin `O N / / \ 0 .. \ SCALE �f�o ?0 0 10 20 40 a,n� ti�' _>� ■, /- - r� 1 INCH 20 FEET C290 / �"�1 16 ��//, 100e `� .00 PERMIT SET ii a SITE PAgUGE of 10 O J; S r� 1 ,111111- t Y� t Vis,: •. � _ . ,. _ { r> � '..> ,.:. 1 Q.lRM"•. '� _ ._. . �^', — ,ra •.. _ �rr.+!;,wg1y?wT'.-� • r Air a ' we..rt.+>-b.w,.m...w....gte:-.. ,_.:-.,..e,.. ,........ .. .. �,,, .ssJ..ry'wr11ow4.a++n•..t eu.r ` I i •� j �� •�WIrYI•• ►r.,. _ ....e,.•:+.un•a _. _ 't...a:..+.. +..•.y.yS..R,:s1�rlema.r:cwie.... -wmM+gE..rn,.,.. -.+,..• --.u.u. +11r�:s,+Myra.. tne iw'sM.+v+..dnw.ar•rr:ynrx+rwcn «++ks.+inr+.aw+...efr•,uw ._-^,..+w.oc:.lraawen[�•e� - �.. -. x++-•.rr•ww,,.w'•eWWa.'a+wr•+sn^r-RraC «,v.: .-.r.• / ,v+� • .�•.,e d. wsz•n«•.,It....r,..,....w,•.....c.,±M..,...r. ... _. ..... ,.,.,.,-rr-gC rC .-."",3�1,.�.,...;... ., .snan,n... ..... ., — _ .•-:>W...._.._.. .. ..+. _ ''...• .. �'.�- .. ,: .t.,,.u._'..wna....�-.-..N2-•.......a«n:•._....n.,.... r.,aanea-:.a -...i•u«..a.:ayK•c... I�ri. 1y 1+r � /�., ..769 r \ "�"p`a / - ASPHALT PAR�I(1 r. C2r0_ --17 1 ;h/l 0Irrrrair� r� rr �rr� lll� rrrrrlrrrrr �rrrlrr ■rr� r■ r �� ■rrl T H NE -- — i \ - TOPOGRAPHY SURVEY ---, t,�. / / / / ,/� / / / -, FOR A QlV""'�" v / STOA INTERNATIONAL EKA / �' `� �. CITY OF IN THE NW NO CITY, WASHINGTON COUNTY.R. wOREGON LJ•� 4 .. ,,Aly ti � r , \ ),4'MARS� \ AUGUST '19. 2004 ` ep 'A NOWS 44 - _ \ •,l 1. ONE FOOT CONTOUR KnomlILS '— �0 ICV % \ Z VER'TIC11L Q1111Net NOYD 290A � Flgll � vy . / �� / � ° / / ,'� / `� � `f wA�lIQIOIi OOIXiTY �11CN Iq. Oil. C LOCAM AT TIE NoRnew aMDllAfn OF �r►v � OM AND !w MOM OL ETON-ISUIry 2C ! .. / \ c / l as tx / b/ 1 \� �. 1.�.� 2C \ W -' a j LA _ — SANITARY/ STORM SYSTEM TABLE ® � -� - 20,'M 6� 1 MIiTP ARY aBwaR sola LA J LAJ rl.b PN.0�1E -�_ \ m ea IN�iq- 169.46' ac / / VAULT >a 6"01 PM)- 163.61' / /t (� \ \ / IE 6'II1(lfEO- 163.61' / 1r rye O ;` IE a-O�Tf(S. 163.35' f /16 f � i i C�� Z SANITA"99%'=UANHOLZ 167 , _ / RJN-174.7T T°1 Lil 1CL \r B 1E e'OUT(5)16165.12' x YA�MEiOL�E � � � iV w roe � 3 DRY WELL B IUM-176.14' �' r rr M i -.165 a �� I 19 . WA'CER EIiVAnoea 167. 4' DRY WILL MANN= RIM-176A!' � -vim n. c WATT EWA'1WW 167.09' w r S / ! / ;a 2W FM / 20'm / -N / M S�h Aww 1�'DEdD i ��"rot ! i Pab,4 oven 9Tc1D1 (5011►?27-,?757 S1F#,CT. FAX OW \ / Cl'bt. FAX ?7' b \ 1 � ;rr 1'Dt � , ` �•roe� '` ! 1 � ,161 _� v i !� RACK / I 162'- i / 3\ / •,, 1 r t cv \ �� 7Mr ireM�ad Mu 1iM diMe1M� p�i�rllwr r'-elw�ew Ml�1rw�.►w K U / � � - MNWn r ew MsMrwrwt m i / r uti / - dw Ef�wr.N..rol1. ~ �✓ �!' , . , MN1.rM ltieMn PC A1iMm0-s 6'C riMAr� w off # DECD DEC,i[ C�ECIG DEC1D DELI[ b.... e..F••,��...1�..�.....amm"�. C' D. I D r ,ir,..,Mw.M-w teedO me PC x N D E C I D - .r w.r+� .ewo rK. N I L :CID _._.__ �y r-H L I DUM - ISSUED/REMISED DATE / —160——— Udoe O - I / g u ORIGINAL ISSUE DAIT 04.0 S v NORTH DU"�r:R% LNEW�r:0 f 12 §>- }I EXISTING 'a �� CONDITIONS cr r-M. KQ SCALE x 20 0 1�J 20 40 ,.�_ /e7 e0 e 1 INCH m 20 FEET C2.I o , x �IA /Q7 IA� R �., SITE PACKAGE C20 � i�a x It 11 TIT 11,7,,jqi ip Y. mono e '��;® i ,1,•¢ ".i,i � res �r i. i • . .c.rwtver.,>.,/Nl9,JM6t. +r..+mwlw a ..,.... ,M1., +� +M •-+1tyMt'�.twnr6ErrLtu rAfA^' d'6WYli►.tlW. - •. 7�Mc ..ic.- en.-....u^e., .. .. _ ,w. rc'..•• . -+fS° .....n. r" ,.i ,gt$.!.�clNnat ..s.a7a.1J."'11mK.• ......'itd's..».r__ , .. «carr,....-..-.+,rnwo+..•,..-w.,u,-w,rr.+q.nr+a+wrrrs >+ween..r wrr+c+e+.■.raerw... ,....,.- -s s.:.,. ....•.,,.w�.w.w:., aw..�.o.+.wtrJ.ie,-+Weww....-.writ.+�erw+�•ew.:rwarw..a++sei+:w. w .wru+irwrw.w.re.•.nw-a..•..•u. re :n.rra+nntlsr - - + T - .p,rc^,i a.+�faOnl,w..dla+aMlWreYf�lwwa.•..waw►••..w,.+.wrrm •.. '•, •,..•,_ •. ... 1,{ ry t� n 4h •T S EROSION CONTROL PLAN NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DELyGN (LIGI, SIZE E AND LOCATION OF ROADS, RESTRICTORS. CF�ANNELS. RETEN-ION FACILITIES. \ , UTILITIES. ETC.). Z. THE IMPLDrIE.NTATIUN OF THESE ESC PLANS AND THE CONSTRUG110N, J I MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE / 14f 1� �� RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANEN'( VEGETAT`ION/LANDSCAPING IS ESTABLISHED. J THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL_ BE / �^� ti 3. CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CV Q,,. CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS 1� -•� Q0 '` `� ( ALL BE PERMITTED. THE FLAGGiiiNG SHALL. BE MAINTAINED BY THE C.ONTRA..TOR als: ,�y FOR THE DURATION OF CONSTM IC 110N. LLJ O 4, THE ESC FACILITIES SHOWN ON TH;S PLAN MUST BE CONSTRUCTED IN ! CONJUNCTION WITH ALL CLEARING AND GRADING ALTI'vI TYES. AND IN SUCH A � �' MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LAL'�..N WATER DO NOT r� '.. x. 176 ENTER THE DRAINAGE SYSTf.M, ROADWAYS, OR VIDIfl11: APPLICABLE WATER ■� V -� ■ - , STANDARDS. V° THE ESC FACILITIES SHOWN ON THIS PLA-' ARE THE MINIMUM REQUIREMENTS FOR B i _ • ANTICIPATED SITE CONDG110NS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACOU'VES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENT AND I� 4 TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE �r \ / �( • / 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR ANC ,^., \ , \ IAAINTAINED AS NECESSARY TD ENSURE THEIR CONTINUED FUNCTIONING. Lu to 1 � 7. THE ESC FACILITIES ON INACTIVE SITES SHAM BE INSPECTED AND MAINTAINED A • �,. � ,' 1 , � '' � ;;' / � MINIMUM OF ONCE EVERY TWO WEEKS 7R WAYHIN THE 24 HOURS FOLLOWING A �� STORM EVENT. ■■.� Z°' R� LAJ1 \ = \ B. AT NO TIME SHALL MORE THAN 50% OF THE SEDIMENT RETENTION CAPACITY BE Q ALLOWED TO ACCUMULATE WITHIN A TR CATCH BASIN. ALL CATCH BASINS ,� >_ rs AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING „� -+ r ., � - OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM �■ m �- - / r?QDSYSTElw.3 \ 1) 8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF71I • ! S �. CONSTRUCTION MAINTAINED FOR THE DURATION THE PROJECT. ADDI MB1 / MEASURESM BED REQUIRED T ENSURE THAT ALL OF AREAS ARE KEPT�� Si 6� / i \ D Ms � ( CLEAN FOR 1HE DURATION OF THE PROJECT. >>s Q .. lig i I 4.iJ SEDIMENT FENCE 4 1 \ cil I THE 1. CUT FABRIC !V.ALL BE OF THE BARRIER 11.0 AVOID USE�OFaJOINTS. � (� r j WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED04 .HER ONLY AT A SUPPORT POST, WITH A MINIMUM S-INCH ^ O OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. OR r c� -, - OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. \ • C FENCE SHALL BE INSTALLED TO FOLLOW THE _ 3. THE FILTER FABRIC�� 1 CONTOURS WHERE FEASIBLE. THE FENC►� POSTS SHALL SPACED A MAXIMUM OF S--FEET APART AND DRIVEN SE CUkic1.Y INTO THE GROUND A MINIMUM Oc 24-INCHES. '� ^ 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL EXCAVATED MA iERI,AL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED. ALONG THE �w.T P 1 ENTIRE DISTURBED AREA. \ � I I � m sw. titn,a►etie SL49 2400 Fl-OV4 owl 97X31 a 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVC �� p / r"■11■" ■"■t+s '•11•"■"■"•11� "■I'■' \'■'�•f� "•11•'I� ■"•�� I�•'1■�� i MANUFACTURED STITCHED LOOPS FOR 2"x2" POST INSTALI.A�TIGW. srRxz rat(5ai► 179 : \ Ora STITCHED LOOPS SHALL BE INSTALLED ON THE UP-14ILL SID C THE SLOPED AREA. ate. t.�x,'szi��'�-4ssi \ram i S. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE ;7 u � 1,4 ._ , ISERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY ROTEC70 AND STABIULM .•■.wm 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRA(:TOR D PROFfs DAV' DURING INC / : �• I IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST �E* F� �N�-:� IMMEDIATELY.�� RAINFALL. ANY REQUIRED REPAIRS SHAM 8! MADE 1576Rs � I 0 � EROSION CONTROL NOTES owu►11oN pA1�, tiz�uw� 172 \ \ \ \ \ \ 1� INSTALL INLET PROTECIZON (TYPICAL) — ora■rre,w.r...«+A..+�I�.uw.rr. 2 Thk seas"w*,.wd 60 hm- rww dodo- p.mrMraMwA(wvle M an Inrtrww�eN 2 INSTALL SEDIMENT FENCE (TYPICAL) 8. ./..+m"c.",......r�.�+".�.hd*M -PC K fee"GN CONSTRUCT GRAVEL OONSTFcUCT10N ENTRANCE ------- '°"'.°"""°�"' �i / ! / � l -i � v Ono M..�i r�.IMl...l"/wf h.wv � 1, IMw�. 71+.Aa.aw.a1 ry� \ X �. 1 4 INSTALL BIOFILTER BAGS (TYPICAL) 4 .�w.•,'��'' rrl.. rc. if I ,I DATE � ;;` / / / � �` '•� '- ISSUED!REVISED d� // \' _ N CONTROL LEGEND I / \ \ \ INLt_T f�ROTECTII:�N M, SEDIMF54T FENCE /! / /' ^� \ GRAVEL CONSTRUCTION ENTRANCE METER, CTC' ORIGINAL ISSUE DATE KOJI ,o 'Isy i % `, �, \ \ -_ __ BASE 810 BAG UNE NORTH R T N v / w„�,;�,�„,w DRAWN BY:RSE CHEM IYs all ` .., AMALTPAR�Ii�Ki EROSION L� / — MATCHLINE CONTROL C13 ' ' ■�� 11� 11� 1� Irii IIS IIIIw I� N� I� 1� 1� IIS s 1� �+ I�- �i 7�u-w nri NNS �—>•' � SCALE 20 0 10 20 40 to to / / \ —� \ �. 1 INCH 20 fEET C390 C-4 C5 ' ' i PERMIT SET V eu�n.n■u■n n■n ■unn■n■n■n ' Sti'E FACKA � o A0 ri \ / �, . . 4 i J, +r . S �1 1� -1, s � ' '1• • � ..,.�. - _ - .... ;,,�.twwoatt'i r.wbe a„ .ew.. "a1!;aaP tfr a"NaJb . ...._.__....-..: -,. ...-. ._...... .- _... -: , .. ...-...... ..... ..., _. ... c .. _... _ -.... - - ... __ .. . . .. ... . .- ». .... .,--z: s..n - .r.,^ ur.!...,_.,., -.,.,__..a>_.,w ,... ��.ur�•--h..._ ,......._..._,.. +n a".l.7PMltaM�R�'....-t,-.-. `!#!wU..V"lFn.'!�"c�a•'^,.'C,►.rM�_. .Sy.y�.»m.. ' .. - .- ,..' -s.- .� .... ,. ,. ... .- - ++,wM+nr•.«^ .. _ ..: ., »...:• s- w•.x�...: -a,mmwxyusn.s�urMnr..mca a.ma.w.' -yr.a. �- R ;.; `t��'�ww•i .,.- .,r,.-.. _ _ r. �pMF4JAMIF M �g DINNEEN ( n „4 ;c bF a: ASPHALT PARtWO 3 - MW T H NE o i \ 11-00" 10-1000'' 4 �� 1 W @ILA , L3rr r AP F. 1 \ c W +t no 11 -Fj 0 1 C W. s c Cl Lai U13 LLJ --66 - Mop cc LAJ ol C Z-11 Til LA Lu YAULTvj,� _��,�� _•� \ � L� \ T Q \ cr M c / I NOTE -- .0 FOR NOTES AND LEGEND SHEET c3 ! \ SMXT FAX(50 � ----163-• arc F,ax rW 274--4M ties 1 ry j b \ _ 15768 i. � j -) i 5 BIKE 8QN flACI K o* _ o&1u.-1ie� r��www�wwt� C f3 V 1W d"s melsk�i.M IMen w i wnuw �1rA�pr►«darn Rwand d + o \ W -- -. - �+�M�MN KA�i I t DECID DECID DECID DEC, •r•••.• » DEC DO DECID DEC D ....�.. Po"Wohm*10 EC;ID � DECID Rift- --T) ''1'.- 7 L *� 0 DEC 160- -IML— S ISSUED/REVISED DA o � O g ORI61NAl M DATE 0PA7 NORTH DRAWN By.a CHEco IN:ar i - EROSION CONTROL Pco 0,$ SCALE R0 > 20 0 10 20 40 h INCH m 20 FEET C3.1 iv75 19, m PERMIT SET SIVE PAO(AGE of Ao rf0. ,. , � � _, .,. .- , .. ti,xk•R1'��,P'�t+w4s•>..cSe�YMIr�Ai[r1Af;°f ;� 0\,0.., r• . • •, 'jet.. 0 `: ., .-. - 11 •^ \tia't�9^!M`MTT7K :yM.t!M. .fM�' w lw i l • + ' 7 `�" ' . .1 • -"a' .,. •ae+ne...w4 w�.ie�ww sw�.. ....ata.. +urrn .M.,arq►n-.srRie�.a�+.,.+s.lw •+,+ae+wr�w.•.titaw�.+s�Kal�t uwwtWirrlRf°wrrWtrr rM �.T.-i otrw „tea sae..wywr+.tA.wwIMa11/I�.rrOlWw.11w�+wl�lwY�l1 w+.-w.+^r.••..'-yci�.'eY...rt..�wMi�QCV.�Ik!�.+.�7.rc-,xu vygyKtwF.• wr tiM+s.:-•wK.+Mt�.!�+.+rir!.w+�.�.. r9YPw:., s.;.- - •, walla�+T7rt1"!r.'s'/, ��R'^+"'s,�".s.� A6�.141:7!�CS�r�w.rIX:t�:�u6�G�!Y+A�11R•,.•••••,•'••• :13.�� T ..� .... •.�:�.•r�r..r;-•�v.JCt.+•..::.«�Mo. . _:it*:... • 1 -.. o�tw re+rlr.+r,.r.a+asMn.a�twn.c....;.',.d�.•. ...nusi�.n�►w._W17�'•.4cavr<....xnw'�.�n.�.�.dio.Mir.✓d.°w.:,.atwv.a.,nv.rra-saiwr+u••*c.a:�+•,.-. .-._ -- ._ i ' _'1MIMR.� '�' - t .i �Xe' h .ra r: 't 7' 00 10 roo 8 DEMOLITION NOTES PROTECT EXISTING FIRE HYDRANT r� PROTECT EXISTING SIGN \ , � co �3 PRb1EC`I' EXISTING WALL 04 � 15 17 PROTECT EXISTING LIGHT POLE C U L .�\ „� PROTECT EXISTING UTILITY VAULT 2 IMM / . ` 8 PROTECT EXISTING ELECTRICAL TRANSFORMER . / ♦ \ \ ♦ \ \ IL •. / ` \ ,\ `\ � \\ `. \ \N . `• �\ �7 PROTECT EXISTING OIL/WATER SE `+1RAT�OR IN NN � \ \ � \ � . � ♦ ` �8 REMOVE EXISTING CURB x \ ♦ ♦ ♦ �. ♦ \ \ V1 ��`\\ �\ ` .\`�� \ �`.\`��`\,` . `��`.�` ,�\ \.\`., �. I ® REMOVE EXISTING SIGN • IN `\ `NN. \ ` 1 REMOVE EXISTING OVERkE1tD/G120UNG LIGHT PRATECT EXISTING SANITARY SEWER UNE ♦ `� `� `� `\ `� `\ `\ `N '\ `� `\ � 13 I 12 REMOVE EXISTING STORM SEWER CATCH BASIN cc � \ � � , � .� . � 1 1� Lu PROTECT EXISTING STORM SEWI`�t CATCH BASIN � � � w 3 ♦ . `� \\ `\ . ` \ , `\ \ a� ° 14 LJJ PROTECT EXISTING PROPERTY MONUMENT INN•\ :10- _\N •\ `\ `` •` `\ ` ,` ``�,` ` •`` ,` `� / 13 ;�HEEREM� C5.0 FOR REPLACEMENTE EYJS71NG PROPERTY MONUMENT- SEE SITE PLAN �- 11 � \\�\ \`.\\�\ \`\♦\\\.\\�\ `\�\♦�\ \\.\ \\\\ / I 1d REMCyE EXISTING ELECTRICAL ®OX � Q N `. ` ♦ ` �. \ ` `♦ ` `♦ ♦. \ ` ♦♦ `\\` ♦ `\ ` �♦ `♦ `. `\ \ , ` . ` . \ ` \ . ( 17 REMOVE° EXISTING STRIPING UJI MB \ `.•, � � REMOVE EXISTING STORM SEWER �O�VE�ANY UNDER � • `. `� PROPOSED BUILDING FOOIPR INN \N Mb � I LENWH OF EXISTING ST'ORwI SEWER UNE AS NEEDED FOR .. \ \ ♦ \ \ .\ .\ .\ .\ 1 CONSTRUCTION CAP AND ABANDON REMAMIING EXISTING ■ems `Q STORM SEWER UNE IN PLACE. \ \ \�� \ ♦ ♦ ♦ `♦ \ ♦ \ `♦ \ `� ♦ `\ `� W 8 \ ♦ ♦ \ \ ♦ \ ♦ ♦ \ ♦ \ \ 2c IN ♦ \ ♦ ♦ \ \� ♦ \ ♦ ♦ ♦ \ \ \\ ♦ \ •� `� \ ♦ \♦ \ `♦ �` \ `\ ♦� ♦ `♦ \ ` �♦ \ `\ ♦ \ `� ` `� \ `N `\ ` 1 _ N. , \ , . . ` DEMOLI" ION LE�CEND �a � , . `. ` � `\ ,� ,•,� .\ �\ � .\ ., .\ ,\ .\ , \ _N1 �\ � REMOVE EXISTING TREE . . ` . \ �\ ,.IN IN REMOVE EXISTING STRIPING NI, `; .\ \\ `.\ .\ \\ .\ I SITE DEMOLITION LIMITS _N . ♦� \\ � . •\ � \.. a � RI 1 � \� SITE DEMOLITION AREA—REMOVE ALL SURFACE \ N, •'\ �� \ ` \ \ , .\` \\ � .\` � E ` �, STRUCTURES. PAMNG, CURBS. ETC. ` \ \ 1 UNLESS OTYcRWISE NOTm \ \ \ \IN \ \ \ \ \ \ \ \ \ RarliVd Glrpan y \ \\ \ \\ ♦♦ �\♦ \ --•- 97,00 $1FWT.. FAX(50 ' 7 \` ,�\`\\` \\`�\` `\\` \� QM. FAX(50274-46M ♦ ♦ ♦ \ I IN IN 1 �eo�Es ` \ ` 1. %'. \` \` \` ♦`\\NN\\` 15 14 TRANS SAME 1576Q< t vpa. ON \`\ f.�r'40:t� �V'ac \ N ♦ ♦ ♦ ♦ \ \ `� I ' ,ININN NN \ \ ♦ " \, \ iNn�wb w/*9�M w M/i�a+K f— k '\\' ♦ \`.\ `� ® I�r Mrw�hrf1 r mow/r1�IMs, 'R \♦ ♦ \` `\ \` ` \ \ j�— Ar ai rG \ \ \ / \ \ \ M \ \ ` , \ �� h tSS�EU/REVISED DATE 3 � \ ` \ \ \ `\ \ �� \\� \\\ `\♦`\� \`\\\ `\\\\\� \ S / \ `\ \ `\ `\ '\ \ \♦ `\ \ o., IN \`� `� . `� ` \ •`' 1�'E T E k f OWUL ISSUE NATE OWN r NORTH �\\ �\ \ ,\� , '\\\ �\\ � oluwa�r.RSE a1Ea�o BY:acv o �tO ALI \\ N. \` AWI MI.TPAR�9S7► DEMOLITION `\ PLAN N , MATCHLINE wn� ll� �a■ � ® � � � wwr � l� � � � � � � l�w � � �■ � sl� �l �■ � � w �—wr- !� ■� � C4,el SCALE pr) .. x ` Q 20 0 10 20 40 w r• .� • 20 FEET C4eO � OB / / s r 1 INCH N Ni \\ \ \\ \\ \ \ \ \N IN \ \x NIX, N, SRE PAgUGE � xo Lza � .,. rn.r •.,.. .. - .. n... .. 1 .. ' .tiR`Gt r•a•}R't+vM . 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'r!"..rr r•.wrna^w•..,•«'w� .,ma•wv....,r•v.m.a w.�«.".azh.+.-ex. .resre'�.sa+.vsn..n+�»Jy+urr •fAYWIM1wY�wn.ww�...rW..-sa.....a-irr..e..e....•a..v..,.-sJ.:....-...•. •,.,.a�.,..nw....�.�...wr.,.r..,».wws•+.. .,.�__._---.r..+,..•.rwr+..-..,�.� �' ._ e�.ti*> raa- -....- .....::c ,a, -�'�F/M.d•`` ..,.a-•.rc .': s:a�.s.:.m.....dulmes4+•lausevr.+vw.,�.. +waal•.lz+•'rrrrtriw.,•++w�. a...a rw~w+ef�..w..�+w..aw.•.,. �.d..�+.._-_u.Yt>�l+.n.r-�„+asa•w..nc+vief..,a...„svt as,c•• _ �,•• ..x..s,•• �. �,�s.risers.A.'te_:.,Iltrv�r,r:sr+�rd,.a, rxa...:•:•7rarr�:i{r *•�0'MruaM"MM"[�'+IM'-"tA'"'"r.'p�M/!!1"• c�°;` ` J µ' A J R 1t 1' f P t r 1 R ASPHALT PARXUR, IN 12EMOUTION NOTES PROTECT EXISTING FIRE HYDRANT �9 �� ( a PROTECT EXIS11NrG SIGN '11II III PROTECT EXISTING WALL ton N 9%. PROTECI EXISTING UGIT POLE PROTECT / e 8 ® EXISTING UTILITY VAULT LLA �e PROTECT EXISTING ELECTRICAL TRANSFORMER N/ . 7 a PROTECT EXISTING OIL/WATER SEPARATOR `i W F5 ofev �e REMOVE EXISTING CURB &W N 3 � c © REMOVE EXISTING SIGN \ \ 10 REMOVE EXISTING OVERHEAD/GROUND LJCHT Lid •C�/ C Z .. te— E T 11 PROTECT EXISTING SANITARY SEWER LINE CD REMOVE EXISnNG STORM SEWER CATCH BASINVA PROTECT EXISTING STORM SEINER CATCH BASIN LiJ 3 cl hJ PROTECT EXISTING PROPERTY MONUMENT 1 15 REMOVE EXISTING PROPERTY MONUMENT- SIE S+TE PLAN SHEET C5.0 FOR REPLACEMENT � m REMOVE EXISTING ELECTRICAL ROX LEP40N6 1�7 REMOVE EXISTING STRIPINGAl ` `� ' / ` 1 REMOVE EXiS-nNG STORM SEWI?t LINE FROM UNDER >10 LAj �L o ® PROPOSED BUILDING FOOTPRINT. REMOVE ANY FURTHER .� LENGTH OF EXISTING STORM c.ZWER LINE AS NEEDED FOR QTRAIN / CONSTRUCTION. CAP AND ABANDON REMAINING EXISTING C �s L-79 .. / / I / STORM SEINER LINE IN PLACE. 16^ B LLA 3 o 0EMOLITION LEGEND..._ � REMOVE EXISTING TREE REMOVE EXISTING STRIPING I '� /' • SITE DEMOLITION LIMITS ----- SITE DEMOLInON AREA-Rk'JAOVE ALL SURFACE � ! � � �,• � �`� STRUCTURES, PAVING CUF!BS. ETC. -- � � UNLESS OTHERWISE NOTED E COl�l M SW FM AIfgIlR61lli wxje S6*NX �\ STRCT PAX(MV r 2??-7 i QM. FAX NO 274-41W I I � e PROFFS n time 00 � u — 5 8IKE , - I RACK 80lI o HE'W 1.0 L) CBoe�Anoai DAM l�1/p� [n O!W bwpsk IW Pw"-1 Anbft-f—►C Thl.r.wwuwf•«w/*4 w.. d r edro t O / ow W .f=$ •15.gre,r PWWA s Ards..K. Iw/ospAf� •!w b Ins1•WIIMN uAr o"~►arpmn Ards K eMalm 80 - D - D E C�D D E C I D DEC![ hfy M•fe.»•r•w 4fhw ..o...r.fhf. E ECIU CCD DECID DECD DECID DF CID for my - - ow b ;;B M rlwl•r M p11 r I T� 'C1FFI �S awe... lu ISSUED/REVISED DATE 0 a i o _ O a 0 c� w * E U x anIGINAI.ISSUE DA'!E 0 .04.01 NORTH MWN Iff:ME 01EM 10:CEV DEMOLITION m PLAN Eg 0> SCALE j v( 20 0 10 20 40 O p O\x 04�.� 1 INCH w 20 FEET C4.1 i PERMIT SET L- SITE PACKAGE 7 tP �OR *L Ex .a, .:,.. , w '.ro►r. r.6• ,: ,.. ..VIA _,'�� '^' 71f;kL�•7>:..•A'�•".s..., ... ...7"A14k�94 iY�!!n7'^ •-+'► "41"c ..�.r-,..•:r,.. r, ''f �'j �t� i�fTrrrt i 1 1 1 n' ; Fr e' ' � 1 r.� � r Is�q� aa, �` 1 1'r A rf Y. S�`�sn_�, iY� .1 r�• A Y r 'rR ,. . '1&11�r-Wil ' IIIIIIIIIA .,...... ,_, .....•...--_.._.. ..-......-..,.r....,.._-+...rls...r..Yrrae++w.u.rsmav.enr.r.a+YR.n.r.afr► ^�seo�)rw•. '+.rtra+rwc....•...,a.-./rv+s6w. ' •++' r-ta.. ,...w.+..+.YRa.wr*..Jr,)c•le•.a,r•a►,...,..... .M..::-1iw+r._..rlstr+l.•.•,,:.aw.Int...nsvMeal. L./►,.+ef ++11a.: -;i_-...,_NR,RX'.wfan A ,laM'. 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I •s. 3 ' 1 „Y F •y h; I EITE CONSTRUCTION NOTES [ SAWCUT EXIST'NG PAVEMENT IN STRAIGHT UNE AND DISPOSE LV ASPHALT OFF—GTE ' 02 SAWCUT EXISTING CONCRETE AT NEAREST JOINT 00,01 ® � AND DISPOSE OF CONCRETE OFF—SITE CONSTRUCT STANDARD CONCRE(E CURB ----- 11 �''' 8 g J4.,0'-- 4❑ CONSTRUCT -MOUNTABLE- CURB------- C8. . w 0� 8 CONSTRUCT ASPHALT PAVEMENT SECTION - � CL. 3 ❑ e. $ • N � , 6 �D R16.00 © CONSTRUCT STANDARD CONCRETE SIt1EwALK 2 8.31 .�,,, . ,.,. ..--� CONSTRUCT CONCRETE CROSSWALK--- 1 CON 6 C8. / ! .,� CONSTRUCT CONCRETE IMPACT SLAB _ RIS.w' 1 2 3 4 2 2• d ❑p CONSTRUCT STANDARD ADA PARKING STM C8. W . 1 pC r DOSTING 3 ° 1� CONSTRUCT RAMP WIYIi TACTILE WARNING Q MALL N » ?1' � �^ . .�. :. l „ SAWCUT AND MATCH EXISTING CURB / Rd: !. „ W \ R,6.00 RC\10o 1� INSTALL C STRIPING FOR COMPACT STALLS •. :': RS.00' • ; • .. 1b' ..�::•:� ® INSTALL 3" STRIPING • PQM• , ` I CONSTRUCT RETAINING WALL-REFERENCE �- LA mow / STRUCTURAL PLANS FOR CONSTRUCTIONchc • . , ' , . . .;• .' INFORMATION- REFERENCE GRADING PLAN FOR � C,.°1 tlJ.l Atoo: WALL HEIGHT SEE ARCHITECTURAL PIANS FOR BUILDING INFORMAl1UN ;, w' R2.�D' • : ,� SEE ARCHITECTURAL PLANS FOR TRASH ccc • / �� ENCLOSURE CONSTRUCTION INFORMATION / f V 1 � S © SEE LANDSCAPE PLANS FOR LANDSCAPE 6 © M[3 / INFORMATFON !� w�' �' • ® SEE ARCH17ECTURAL PLANS FOR CONCRETE � • R&W' Ma C SCORING DETAILS AT BUILDINGS. 4• .: N I ® INSTALL PRE-CASA' '4HEEL STOP t/1 I S FOR CONCRETE PAD W SEE ARCHITECTURAL PLAN CONSTRUCTION INFORMATION i . w EXISTING .'4. 1 . ;� 21 CONSTRUCT BERM FOR LENGTH OF PARK`NG LOT � WAIL �►.. \ \ I T• \ ti CONSTRU�YT KEYSTONE (TYPE) SEGMENTAL BLOCK / •:; . 4 RETAINING WALL UP TO 4" OW FLANGE ., �► Q - HEIGHT. RE--GRADE AND BLEND AREA TO �' m • MAINTAIN COVER ON FIRE UNE. (BY OTHERS) • ,• • • • , b •'}. �• ' MATCH EXISTING SIDEWALK . * • : , .. - .'' CONSTRUCT CURB WEEPHOLE REFERENCE �. . .. RS. UTILITY PLAN SHEET C7.0 FOR PIPE CONNECTION RE-INSTALL PROPERTY MONUMENIS REMOVED •�_ - i --�'--- +—' �' I ® DURING DEMOLITION. MONUMENTS MUST BE r • . , I LOCATED AND INSTALLED BY A UCENSED SURVEYOR + aY I AWHaT PAR>m10 j ` m ,p • r �' I SLB 2/010 RrGtn[t rJ elan 9TXl4 / * I SITE LEGEND. S7fiUCT. FAX f5R3! s3 _ ASPHALT PAVEMENT a� F'4"«'`�� Cj D y`/ .• • TYPI OF �+ CONCRETE PAVEMEkT E4 PROFS , I EXTSMG — — SAWCUT UNE i N J r•' to WALL POWER 15768 � TRAMS r% �lyEw )•0®�. 3 mmTm o+►1>E 72/31/02 0 ! \ L6 ,j \ \ •saw ai.r.�.w rwmm Ardowawr rr �� it , TW r.n.wwM,w.I Nr.IMw w•i drt�iu dlWW=of 8"N& .rwaan AreY�raeiw r r km,wousewy mw mmv"d lea 16 i' �ow w wa A:wMN or M/wf for my dhw irf web"TIM wow mdwd om •f•nplrrN►rwjw AreMNwwo PC. ISSUED I REVISED DATE J � / i G i 3 s o !! (Typic: a ! ,! li! / METER _ ORIGINAL ISS�IE DATE 04.09.0 3 U Q / ' BASE IM WN BY:RSE CHcG(ED�:QCY NORTH } / A&MMT PA>fd= SITE S 1 MATCHLINEi EQ PLAN o � � �tslt�lt� � t � � � � � � � �I � � � a � O � � A1 � � � � � � lt� t� ll• `i■ � � M h 3 „ 38.66' SCALE \ \ 20 0 10 20 40 pit \ ` 1 INCH 20 FEET C5*0 ".100\ / - �;. / 10, PERMIT SET I \ ., SITE PAq(AGE $ o �V w i� a x :s y Yr �'.4• Rt4.. .1. .4R ��. ) ,.lam .��TIC: ._ 04 4 , .,, .• Cn.. ! .. .� • � rl ----------L-41 4• ... ,, ., . _. : ,.. ,.,. .; .. .,-, ,_....: ..r:: ,tel Y . ,y,y�yy,� 1T^,.Y•W. lu- '- � - .. '... .. "' •, .H'. .,. _ . • . • a cw... _. t- .. .. : ,.r •F '�i M1�'^FwM{'�,r1.Pw ri';�� I/ 1/ : ;. ,i. ... - H•d _i ..❑ !i►rwN+,'.aam*......nii. ..:.,+.. 7[: . :,. 1Vrsd�fl'.. .-1 ,� }1.'�."�► !"� .a+,;:�• • r,` I ,'..:r yy d I.r. N.1 jti• 1. sr u.:i tar ^. 4 1, Y ! 'n11 W'R'Y .•, I.?, +-� .,?T, -u{ + - ,I, I fy,. ss�r.ca._,-.:...,. .- .. ,«. ,.•. - •eA1•ar+•r.r. -- — ,, ee• — ... a."+r».w w-•„. N.M. a. _.. .:«:,r )+MATIN•!'.<.Y.Y.,"v;.!�Ilw•..inl�►1�•�I'E.:'rw "" w.i• 4 1 Y/., y •4: yN _ ,r .r k ff: t + w r kr. r. t 5� NQPfiALTPARE140 SITE CONSTRUCTION Nn TES R :Op' 1 SAWC,IJT EXISTING PAVEMENT IN STRAIGHT UNE ' �S•� AND DISPOSE OF : n HALT OFF--SITE rrrarrrrrrrr +�' rmrwo m IIIIIIII-im fm m m 2 SAWCUT EXISTING CONCRETE AT NEAREST JOINT 3 11 �• p'"• AND DISPOSE OF CONCRETE OFF-SITE tl 5 8 gOtt \ \ CONSTRUCT STANDARD CONCRETE CURB - �. L 4 CONSTRUCT MOUNTABLE" CURB— / ,/ /� .�\ ,eeT7 _ 7 � �, .• • � '•.• • , . g .� _ / ` ® CONSTRUCT ASPHALT PAVEMENT SECTIO! N '- �` CONSTRUCT STANDARD CONCRETE SIDEWALK d O W o • 3 0 CONSTRUCT CON 6 �� '� a CRETE CROSSWALK 3 f 1 CONSTRUCT CONCRETE 'IMPACT SLAB d 1 2 3 4 CONSTRUCT STANDN'D ADA PARKING STALL- Z acv `'�- CO. CS. Ce. Cd. I�,■I Q o / CT 1 � 1 § d ® CONSTRUCT RAMP WITH TACTKEE WARNING 11 SAWCUT AND MATCH EXISTING .URBC) \ r �► 1rZ' INSTALL "C" STRIPING FOR i;OLAPACT STALLS e .S / E w = �1 INSTALL 3" STRIPING • ' / ��, �� © CONSTRUCT RETAINING WALL-REFERENCE I� N STRUCTURAL PLANS FCA CONSTRUCTION C INFORMATION- REFERENCE GRADIN/ PLAN F=0►Z go LLJ LSC 1' 3 w �- • WADI. HEIGHT c � � © SEE ARCHITECTURAL PLANS FOR idUIL.DlNC INFORMATION -�-� ' T SEE ARCHITECTURAL PLANS FOR 'MASH jj� m m ENCLOSURE CONSTRUCTION INFORMATION _ LEPHONE © sEE LANDSCAPE PLAN- FOR LANDSCAPE `� VAULT INFORMATION 3 / o \ F 9k= n / ® SEE ARCHITECTURAL PLANS FOR CONCRETE �-,, 41:c / TRQN SCORING DETAILS AT BUILDINGS. �� , ••�, • 8 o■r Q � ' / �/ / ® INSTALL PRE-CAST WHEEL STOP 4^ of ® SEE ARCHITECTURAL PLANS FOR CONCRETE PAD = t>� 1 / / CONSTRUCTION INFORMA71ON o H S CONSTRUCT BERM FOR LENGTH CF PP.RKING LOT CD 3 CONSTRUCT KEYSTONE (TYPE) SEGMENTAL BLO(X � ® 4z 1 : ® RETAINING WALL UP TO 4" BELOW FLANGE w `R / HEIGHT. RE-GRADE AND BLEND AREA TO a MAINTAIN COVER ON FIRE LINE. (BY OTHERS) , d MATCH EXIS'nNG SIDEWALK CONSTRUCT CURB WEE.PHOLF_ - REFERENCE / UTILITY PLAN SHEET C7.0 FOR PIPE CONNECTIONRE-INS �._. DURING DEMOLITION. MONUMENTS MUALL PROPERTY MONUMENTS ST BE • � ! / / �\ i!►• LOCATED AND INSTALLED BY A UCENS"icD SURVEYOR / Conw s_ nears 6'�• ` FV►q c 9A#e 2400 yrs SITE LEGEND �� 57FX)Ct FAX ON 5.00' : 1 227-15i�7 I / ASPHALT PAVEMENT aK FAX rte►274-4 � _ •.��.� ��'�� •+ CONCRETE PAVEMENT 6.00 : �... SAWC:UT UNE �Ep PROFES ol TYPICAL i ` �` 45788 21 f�ac+% 117 - yEW1•� /' v ao M7= a►�i= co o moan e.r.Mw no+M...aaA.aw.rc ofmi 1c, -- - DECID D D t.C I D Mmed D E C,i D D E:C I D i low,ftr .�..,,mw edwPmftm &M soft rte., ID I - !�E , DECID DECID �= �.wtow Twd••�-.,» #AM N Od WWWWM»VROM w*AWIMX lM of ftplmw Pennon AnUft"m PC Uj En �, ISSUED;REVISED DATE o �► O J a am qmmwm� am 4111m�wwft am o � < x J C V 4) ONGINAL SUE DATE 04MA1 NORTH DIAWN IY:►:SE pIE�KED BY:Ccr cy cy at SITE p wo Q PIAL 0- � X ll.� _pn v- �' SC �,;'j x 0 will 20 0 1n 20 40 o\.0 i 1 INCH 20 FEET (501 U.wff SEW' iL a x SM PACI((AR il F11; { 1 , YCI4YrMlM+N..r Kw^rwfM. f.lw+"s,...�rL.L,w....,-.....,M1rc'M�9C lw . Y : wwr• rr",•�.�"-......-ra.- ws",....•ne.•u..•wr.•we+ww......+w+..+.�r.:•s..-.,._arMn +er..Mierrlferr_.,aw::••.... ..+.asrC..•+rr.+'ro...--..."r. ,Al r.eisr .-al..,v,e..arw+"..-^..:r. ..e••y..:u.er�� +ieea..•oy--..,.Ru.,n.cwi.a.e•..:,.G.^,+wLL,,..cc'"....,.+'tvr.Jere !.L•.K-: ]r..+.+r�Nrrw...as-. , }.�,. T , _.�_ _ - 1�'!!!h1a#�► •• ^ .-.-.;..,..aLr...a_,,.,,,�•_.,r,uLsen.. ,yet..w+e•;arr..,+m.+ .M+...e.,,A,.�•.. .ona„, _ ,.a. .,ei....a.W�.. ,.x:.ewc:a-'ro.eL..c•�r,.w•wrrs;rw�.. w•+rr,.a,, _,n•nw� S 3. 1•S 11ry i •,y1 'Ny 00 aN3 VoA �� ! 1 -1 Ix _ RAGING 'NOTES �,1 ! - �! ADJUST VAULT LJD TO FINISH GRADE 00 17 c: 0 lb REMOVE CRUSHFO ROCK BASE MATERIA!_ FROM LANDSCAPE PLANTER AREAS. SEE LANDSCAPE PLANS FOR PLANTER BED PREPARATION, i nQD I PLANTER LOCATIONS. AND PLANTING DETAILS.176.11 co 4.J •. „� , / _ _,-__• MOUND SOIL UP AROUND VAULT AT 1: 1 MAX. UNTIL EVEN WITH TOP OF C4 CL. C4 C �+It: CO _ '� VAULT LID. p ` � • -- - // ""' "' ' """ X75" -- ' '- -"® ``� TOP OF CURB ELEVATIONS ARE 0.5' ABOVE TOP OF PAVEMENT TWI do • TP17�8. •. , -� ELEVATIONS. UNLESS NOTED OTHERWISE. 1 • • ` THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE TOWARD ALL ". TC179.S0__ _ - _ TF'17&44 176' j EXISTING STORMWATER FEATURES. Cj 36 \ _ THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM OC •- �. l •• ! I /mss 1 BUILDING AT ALL LOCATIONS. o. w r 0178. TPi .26 G17 7.50 I / �C .. r TC19.3 / � " GI✓7.82 ^' 1 j. � � / • /• s / i BENCHMARK NOTE � � � • \rte 1 / // f. w Fd178.2 �i1�, / / ! / ' VERTICAL DATUM: NGVD 29(40. BASED FROM WASHINGTON COUNTY BENCH LL J MARK NO. 561, LOCATED AT THE NORTHEAST QUADRANT' OF HIGHWAY 99W fly / AND SW DURHAM RD. (ELEVATION=190.99 ) Z CD \ / .r TW181.70) � `� Q TW180.00 78. 1 / // ,. •• TPddE :0- Pon / G177.8 / ! / Cc/ FF'17L50 1 / 0001p.. / 16.4 I l MB ♦ ' LEGEND w LAJ • TC17&32 r + i / TC101.00 PROPOSED TPO OF CURB G177.132 !' TC17a00 1 / \ Q • M20 \ ,'4Ww \ ,' ; 0177• / f t ► 7P102.00 PROPOSED TOP OF PAVEMENT �■�, � •. . LE o t -(7W180.21) • -R-� • M76.68 / � '/ � R105.00 PROPOSED RIM ELEVATION � � TP178.15 w 1 j1=/ , 1 FF106.00 FINISHED c1.00R ELEVATION .T3 �-8178.10 _ (TP107.00) EXISTING TOP OF PAVEMENT �' n• r / i N .'` ' / GB GRADE BREAKLn ® o , , . ;� ;, TiC178.32 0109.00CID PROPOSED GUTTER �+ m • \ G177.82 Tw110.00 PROPOSED TOP OF WALL � w- NN • 0177.50 ! ,�� •.• � ,.. •s" •. ..,� . / 71 78.0 76.75 `\ TW178.17 y k CY6,25 \-#175.80 TP176.72 7P1174. OX I 0176.88 �� 1 ABPFIAY.T PAR)�INCi (kv wft Ens `• 119/ - 1 ._ p `. ._ �i �f M SW 174.41 174ZV. _. (50 av-x5l X17 .70 \ 0 ♦ \J 6 O / f CT. FAK MV 7 .96 >>I \ ` . M FAX MW 274-#M lit ` 72 I •1 TP174.5 G17 .46 -C17 tin I 3 01-77 3,32 TP174.6 TP173.12 TP174. 17 / ♦♦ I J i I 1� 0 PRO. ,1 R174. �, .. ljR \ ♦♦ I I PQWLR tR175.43) 5768T�e �X I • . - TC173,05 \ ♦�` I ! I TRA!\`_, � (TW178.81a, �/ llowaz- 0172-555VAI. Go Gm CIO/ 5 / I 7l 04 Z yfW I.V. �'?r - - G172�38 \ w (TWI75.78) 31 m i < *4 I \ t ' 72.78 o 2W 90p WOW Pwalwo wap 11c G172.26 ` • nm,�.Ir,ft.lel.Moo.mw/&#a*- 1 I blfanwrawd�MA is OM 8 -- O \\\ \ \` 174 / .Mw.N.Irs.MwR do wl�ww AftMdW Tcl A121 u `\ ISSUED/REVISED DAH ove 71.00 0170.50 1 BASE -' ORIGINAL ME DATE o " , ♦ \ \ --1 NORTH DRAWN BY:ISE CNEOU / - TC168..97 sIS GRADING O c 0168.47,/ J M'h -f-x "`•. .� ♦ ` �. �16s.gt MATCNLINE PLAN i E`? ` mAm-w m w = w � w m C4. C16745 TC167.53 f P1 d"1.1,3' / ;' 7.03 t� C6.1 SCALE (T1,166.7f) 20 0 10 20 40 (TP16'! o C14 x i .1 / d '• ,' ,;. -� , 1 INCH 20 IT C6eO � � ,� � ; ` �-tee-- -- �• ) ••. � � �-. , - . .. '\, PERMIT SET TP166.5t) \ SITE PACKAGE 1 V aD oW � / � \ `\ `ter \ �r i,.a x ..., .-..,. ,: :- .u :., .@ s ,.r+ i:.+W .•yn:v i •+a.nY'-.,.:wilt ..r llLt„t ,.. r,:ni {f-q,i jg., .. �; r .t✓r' 455'i;M.rp•w{lFtYwNM,''�YAk1t'Ij' .f}dpKM•,4''6+s'.� : . . :van.+unr ,. _ C 'a J • .', a+��., z�F.. .,,4!y6 .A Y C�T;:�1 Yf! '' ,�: +t (..h,' .. 1' .��,r',-'•x%r'^'TS�, , •['. :.a '.�.••'.+ ` ':.5:, .. '�t..•7a'Pn,R'^ l -.t'• - • A-. ••.. ,..171 N9J`:lw,.. rl 19 Oto 1 1"1111 fillim lit 22, r r ` �, w • f , TA s, 1 -T'-fOf6aOir.v....-•u'f..az +�'.M .4V'r014. ...,. --, .... T ., .v, 'fmi *. - .. .. t ,. Nr'. _.r'gw.eCSw*..Yw?NNZ1. 'L..V.1ht w-.-W+.!w n.... «»...Ynw.. ., 1G.c. __ _ _ .w..+d.h•P •+F1'A - 'Mw'IRLDll4:...MgA-+...►^ aenR.•. a- 9!'fa* ..,.. y , .. d,-.,.-._...a...- - _ -• _ ..0 , - .FY.. -'A • 1.' r; r.: 1, kr^F. i i .f, 1 i 1 i1 r , ftq.00 \ / ASPHALT PAR1QM T`1ee.97 -� 80.47 G18 \_ HATCH EX A 61 \ LRf � � � ,9 .. .. C6:0 / _ 1w rwwwra• a• � ww � a• � www � wr•�w �._� wlrwwww ws QRADING NQTES TC187.83 X7.03 T H NE ADJUST VAULT UD TO "rTN15H GRADE TP1�i7.13 / 988.7t) � \ � \\ `pry \ � REMOVE (TP188.0t o ® CRUSHED ROCK BASE MATERIAL FROM LANDSCAPE PLANTER X7.43 AREAS. SEE LANDSCAPE PLANS FOR PLANTER BEI) PREPARATION, PLANTER LOCATIONS, AND PLANTING DETAILS. 167.1 ' - rj f ` - 1Z MOUND SOIL UP AROUND VAULT AT 1:1 MAX. UNTIL EVEN VYITH TOP OF CV �"" •-- �`l� L �-- •'� / VAULT LID. V 1 � TP188.5t) y \\ TOP OF CURB ELEVATIONS ARE O.5' ABOVE TOP OF PAVEMENT m 4C167.03 (TP167.et ,\� \ ELEVATIONS. UNLESS NOTED OTHERVMSE. �� T THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE TOWARD ALL EXISTING STORMWATER FEATURES. sa- .� ° / / i � �lcv/ �8 � �, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILINNG AT ALL LOCATIONS. /,Ile , / \ BENCHMARK NOTE =VIER Tf,1668.334 / %/ ® r 6 _ ` \ MARK NO.Dye. U=TTEDM: NGVD A T4 THE NORTHEAST ST WASHINGTON OF HHKU.�I�YIIAY�H ( 68.4# !jl ' �'�. ` `� \ AND SW DURHAM RD, (ELEVATION-190.991 6 � ca — /� FLBYNQ E TP188.24 � VAULT' i• \ _\ � 4 i No T ; , -- \ LEGEND 167! TC101.00 PROPOSED TOP OF CURB mss 43 01cv)- \ B - �,/� TP102.00 PROPOSED TOP O PAVD LENT W / R103.00 PROPOSELo RIM ELEVATION �' / -�165� o B ,N / FF106.00 FINISHr_O FLOOR ELEVATION �' O I �.` C4 (7P107.00) EXISTING TOP OF PAVEMENT 71 �;B GRADE BREAK c ;r G10o.00 PROPOSED GUTTER !-- a, // / `" TW110.00 PRCPOSED TOP OF WALL 1000, TPI 4.85 4. p I ! VL 1 3 Can�ou�'iap Enph m'�r - • m SW. RM A-~ i ! 1 (TP164.1f) a.�e Dian 70184.53 G184.03 i ` �a ,: S�i`�fsaN S/ 0 _ 1� I C At FAK MO 274-4W /! tib' l' 84.3 TC1 4.32• GI 3,87 .,� (R162.81 R 63. I PROFFS � r (TPI d3.et) �.�, 0 ._._ — �► � , ' RACK CB aci � • V fdl7 0"01 ow 1'snh�es ArdMttielwi K This A.mid*0 wass and dwwa ` Meargsrl�Aeee1w M M IwNruw�t 1 weMw d��s►�wr« Md�n K PC Felon on $ � DECJD DECD DECiD DECID �`�'""" a` sawso"*0 walm wAstbaska UWIf ` --- _ i ISE . DECID DECID DECDECID 1=4 FP of Dwoftew Fm Ma Afddftgwm M ISSUED/R�MRD DATE in wamm; am Menomonee, 1 J C.) 4Q rT x U W x ORIGINAL ISSUE DATE 0 .09.01 �M NORTH DRAWN BY:RSE CHEM/Y:CCV MADING Wo PLAN oto , to O�M SCALE h 20 0 10 20 40 $4 �'c 1 IN04 +� 20 F'E'ET Us ii..w PERMIT SET LL a x SITE PACKAGE �I o f 40 4 • a .. .. .r a .:.: ..J:r . . ..!. .,,..:' { —ytly .,fir '; . n'r'..K �. k).;Nil,4 •nr.4, i 1•. ti, ''.ti'�`b N•�Tr eYA� '•'�14:. -Sw..;'k.f'. �Aly 4(G'... C^..�A - .' �n� • 1 4. 'r"r- >,ew-.+.r....w-+a:.+nm»•w,.-•..w.:a•.. r +...-... ._.... -'.s.. ......•+..orr.-..r,.rrv....v' ..,... - rr,• w. (( r w, .. ... .+e.-.., -.w.. .......,., ^fit'-•MR: ....w+r:-.s».u-te•+...,... -r«... ._..-.+r .ueaM• . e �.-.. •.:aa•*.7¢MI.II�IIIMN /MRA*.MfIIMA!!Yv'p ,:w.E'wIkM1:a1/M�'+f.+'M'^+•411. +•TR•., •+0. + • w ++i' 'm' .. -. .. �' •• .. <-;x,y, ,' ,,..•n!•a, ++r•Ars x s.snr •.,yn,.y.rls..r.•pu.yaswrs+•-r.ebrRrw• .••.eMa4. ' _ .. +.I ..SW*,yfY4L;' .4.. MM1A4,JL.•.,. ..r'+R.',Y- Fw..w^♦.,I Y!fAC'. •+ . . .'.T 0 IIII ' I'i, ' IIII' IIOI . I I Y f A. IIII" II' Illy I dlr � III;y I I I IIIS ' Ili la'I ITh i In III, III �I'li l pId ' ANITAR'r SEWER ONSTRUCTION_ NOTES -- I � ; I CONNECT TO EXISTING SANIYARY SEWER LINE. CONTRACTOR TO VERIFY LOCATION, DEPTH, AND CONDITION OF EXISTING SANITARY UNE PRIOR TO CONSTRUCTION ANU NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE FOUND. IIIA STALL 6" SS P'✓C S-0.0100 MIN. 2 . 2 IN i JI u O C8.2 4 1 INSTALL STANDARD CLEANOUTos C8.2 II II �./ INSTALL GREASE UNE (BIDDER DESIGN) ') SII' CONNECT GREASE LINE TO EXISTING OIL/'WATER SEPARATOR �� • co • o I �6 ADJUST EXISTING RIM TO NEW FINISH GRADE -- REFER04CE GR+,DING PLAN `/ CS W • � ' .. moo_ _� ..�.. ...ra �.- s� --. "�' - TER LIE CONSTRUCTION NOTES rll/ NT A _ o _ • ;, �' C) 0 1 1 CONNECT TO EXISTING WATER UNE 2 V IIII 2 INS 2 MY ' ' TALL 5LF 2" COPPER PIPE. WATER LINE C8.2 4 � • I 3 HOT TAP EX1S TING UNE.. COORDINATE WORK WITH CITY OF C8.2 p I I til TIGARD WATER DEPARTMENT. CONSTRUCT THRUST BLOCK. si IE-175.05 � � � \ \ � / ■�� Ili l 'III r /. 5 4 INSTALL 1521E 6 DIP FIRE LINE 'I . Al ., ./ act 8" DOUBLE 9ElE�TOR CHECK ASSEMBLY IN VAULT C0.3 'S W I 'I'I I IIII! R^ I III / / I d INSTALL. FlRE DEPARTMENT CONNECTION (FDC) , 1 � •• x I / •/ �:, \ Lu ^, 0 7 INSTALL 4LF 6" DIP FIRE LINE Z '11;11' o 2 51 LF ` 2 47LF \ \ \ / 0 INSTALL 90• BEND WITH THRUST BLOCK N f 9 r y 5 / / .d INSTALL 22.5 BEND WITH THRUST BL.au. +� pow ROD 6 �� i INSTALL 2PVC DAYLIGHT DRAIN, S-0.0100, DAYLIGHT TO CURB r IL 175.85 .• � . � .,./ 5 / � WEEPHCXE REFERENCE SITE PIJW FOR WEtPHOLE LOCATION � �■� �- i l ti''' I II I SECURELY ATTACH TO THE FDC, A DURABLE METAL SIGN WITH � IIII I�Ij' . /• /� RAISED. RED OR BLUE LETTERS (AT LEAST 1 INCH IN SIZE) ON 0 C t ' / �57 2 8tF ; ' M� l REFLECTIVE BACKGROUND. SIGN SHALL READ "AUTOMATIC \ I SPRINKLERS" AND IDENTIFY WHICH BUILDINGS THEY SERVE BY • (; r I ADDRESS (SHO"N BELOW). C' 1 6" / \� NEW BUILDING ADDRESS: 16200 SW PACIFlC HIGHWAY t/1 II �✓ .. •• PRIVATE FIRE SERVICE MAINS AND LEAD-IN CONNECTIONS TO � it I�II'I!I III W 4 `�, / / ( SYSTEM RISERS SHALL BE FLUSHED THOROUGHLY BEFORE IE-174.70 + • N CONNECTION IS MADE TO SYSTEM PIPING IN ORDER TO REMOVE 2 94LF O GREASE LINE �` I MATERIALS THAT _ FOREIGNTHE COURSE OF THEINSTALLATION OR THAT HAVE BEEN eye ��`+ DURING ' VI'II 'III / I PRESENT IN EXISTING PIPING. TIME MINIMUM Flow RATE SHALL 2 / '� 6" • /: I NOT BELESS THAN THE WATER DEMAND RATE OF THE SYSTEM. `r' iI11 4 f IE-1 74.00 4 1 WHICH IS DETERMINED BY THE SYSTEM DESIGN, OR NOT LESS ei /. N THAT NECCESSARY TO PROVIDE A VELOCITY OF 10 FT/SEC. • . • I THA. � 9 r' �'`• IE-174.2 WHICHEVER IS GRELTF?. SECTION 9-1.1 (NEPA Std. 24) • Z 53' L OVAL OF AN INSTALLATION BY THF. l • . * . . • :�; 3 61LF 3 0 1< BEFORE ASKING FINAL APPROVAL / .' s .,� /• • I AUTHORITY HAVING JURISDICTION. THE INSTALLING COMPANY q 'I 5 SHALL FURNISH A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE COUNTERSIGNED BY THE PROPERTY OWNER OR 'll l coI REPR SENTATIVL. SECTION 9 -2.1 (NFPA Std. 24) � �I ` 1:a 4 '� r I 4 ALL NEIN PRIVATE FlRE SERVICE MAINS SHALL BE TESTED �I i o HYDROSTATICALLY AT NOT LESS TH/►N 200 PSI PRESSURE FOR I Canu►>o&V„Waa lil'i'I j AM+i•T rAR»a I __ TWO HOURS. OR AT 50 PSI IN EXCESS OF THE MAXIMUM STATIC m sw. �,,A►9�k�9 , II°I I� 2 77 LF 5 1 IE•173.Ot I PRESSURE WHEN THE MA GLIM STATIC PRESSURE IS IN EXCESS aM I� OF 150 PSI. SECTION 9-2.3.2 (Nt=Fi�1 Std. 24) Pos�rA ct rAw? 97291 / _ (50721E 4 \ r. FAX(5a?► / I sl I J I'I 1 ALL FIRE SERVICE PIPING SHALL HAVE 3 FT. MINIMUM COVER 5 3 9 CSV[ FAX(�Q312T-0-dlf�81 I SII' ,I • I'II I a _ 1 IE=172.0* �------.--� STORM SC�.wER CONSTRUCTION NOT" .-. � s 10 PROF . � 1 II li II SINE IIP 0 E I�II'I'I / J ,l \ r'C)��'E'F� Q CONNECT TO EXISTING STORM UNE. CONTRACTOR TO VERIFY ��► fRA!�5 U�PRIORD oTCONSTRUC�IN AFND OTIFYE THE ENGINEER IF JS11NG STORM EX 1571!4 ANY DISCREPANCIES ARE FOUNTS. r \ ,1II'I'i I,I ti ,f e INSTALL R" PVC STORM DRAIN S«0.0100 MIN.-- 2---•--- C8.2 TYP• / 4 � SEW 1•� ' 3 .i O3 INSTALL ®" PVC STORM DRAIN S-0.0100 MIR. .IM 6 ainunaM a 121311 Jf' / O CONSTRUCT FOUNDATION DRAIN C8.2 - 0 \ O zap�•nMw►r r«"K.McAll.rh,o.K , V ,/ \ m ' �� • < / , O INSTALL STANDARD CLEANOUT �• '""` "r'+°"''~'�""'�Mt1O'" C8.2 lwoovN+�swd h.,wln� .. pul.awwo»r I � � .1..,M..1 irdep•�".•+w�.wr.rt IIII I I o� VALVE WITH CLEANOUT RISER- '"'••"" """""Mi°°"'r NI"p .� INSTALL PVC BACKWATER �►a n b.,,wrw�irrso+•&&nowwirI i7 INSTALL 6" DUCTILE IRON STORM DRAIN S•0.0100 MIN. g«vivo"no~�'"�.to WNW«.�.«`�'�"'M w" H O ia��Aww. drMK I�I I'I'I INSTALL STORM FlLTI r, i ATCH BASIN 1 i C0.3 C0.3 C0.3 o TYPE Iry 1 o0-A WITH L f � � INSTALL 5 • WATT FLOOR DRAIN ISSUED RRID DATE 'III I ;III I I� PROOF GRATE OR APPROVED EQUAL IDI II I�I p UTILITY LEGEND ' O I �;I III I � M �� I �' FlRE DEPARTMET CONNEC11 I (FDC) so /r ��- INDICATES PROPOSED IIII';! I I ��''�- Q I o-• INDICATES PROPOSED THRUST BLOCK 41 ,'I I'Il IIII I� �;' ��"L�F�` C INDICATES PROPOSED DOUBLE CHECK VAULT ORIGINAL ISSUE DATE K09.v ll''I II �� 3\. \ BASE - �i � - -j I ��" INDICATES PROPOSED STORM DRAIN DRAWN BY:ILS CNEQ�ED 1'4:CN ' I AIIAPAT"G NORTH INDICATES PROPOSED BACKW,#.TER VALVE W/ CLEANOUT RISR a UTILIY l II � ! IIII v � ® INDICATES PROPOSED CATCH BASIN � o MATCHLINE PIAN II E� � � v � � � � � � e � � � � � � � � � � !• � � � � � � � � � � � � �� INDICA'tESPROPOSED STORM/aANITARYCLEANOUT Ili ili'�II ,' x INDICATES SANITAF!Y S' iiER LATERAI., PIPE SIZE, AND IE AT END 08 C7 0 d � o -__` � \ y- � OF LATERAL \ / M o� ;� SCALE tmryv INDICATES STORM/ROOF DRAIN LATERAL, PIPE FAZE, AND IE AT � \ ,:n r END OF LATERAL 0 0� - - - -- 20 0 10 20 40 CTO I ' iC40 •: / 1 T� -®X INDICATES FIRE PROTECTION WATER LINE AND PIPE SIZE -fie '� 1 INCH - 20 FEET • >r INDICATES DOMESTIC WATER LINE /140 PIPE SIZE KNITS O O � SITE PACKAGE 1;1:. ai .2m IIII"I' I i r. 1r II r ^?r P;4�+,def 1�� ,•� � � �" �I' � ';� 1 Ir I � `�,• �.��,,' • - ., _._ .. � . ., ` , � I IIII •r < �. F L C 'I IIII ' I I T IPTM Iw or i rµ ,. � '4/ , • �• �� .,,w+►...,...r _ ',-a. .. - _. - . '#M�'•.it-'�7 _.. ..s .:.Rvk_ .rr.R•II"'b.... .Y^ +-..aralwr+wM! •.rt.. fn�r.w..e.vrw:i06 ... .. a11��.Ra..+axt_rm-rYl.+6....:!.+rsa..Yl's,..t:". ,.WIIMYf*1tl3'lleRrM17M+i IIS III ' Ilii .nW�.rM....calrfe+.. wm.:Tu+ea.rr�va+wsi"Y.....rarrerww.••c.:,,y�WrrrrrreRawW.IwMUYv+vc..rr+-•,...w.r..-,�:Lsa.s au-••w�1Wa+an:w.:xn+yt..w•w.•.•., -vr.cre eE -^.sf-.,-sti.,.. .-...+., ....t.w....aO.y::w..AW+.raruM•r:...;-....a+.,. sR»w.cvaYl »••,anb+.wrwaswww! MI ...w.Yx::+�e•:a.Al/9P:+".n, r.._r.-w-.�.t!'lts+i/"'ad.i�y..rrwwuoac. .,.. er.•r"T.•.rrRaZrr_9e•'.a'-. -.••,:- ••.`�'--LL"••�-••-a�'•w.�.,Sy1.+laraF...1'd1P7/111 '.MAYiMwOliRr�C' "`nr.•�IM(r:M.IM'i'R^I�'i+nM!` ,i�lrTRa+w.af 'gR UNR1.a.,.;nwf.[C`r _ . ._ III III it�{ , •+wry ., •ae_ ,. s- ...... .....w., ... --- . .. .' 14' I'I'I I II ; III ti, I I I 61 I IIII I t uy :.yt �M ".r ASPHALT PAR1oriG R A r A � C7oo l fi T H NE d ' qw r� CL W � STORM SEWER CONSTRUCTION NOTES O �. O1 CONNECT TO EXISTING STORk. LINE. CONTRACTOR TO VERIFY .c LOCATION. DEPTH. AND CONDITION. OF THE EXISTING STORK ' IJNt= PR'OR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY DISCREPANCIES ARE FOUND. V o lee ^ r 2 r / O INSTALL 8 PVC STORM DRAIN S-0.0100 MIN. C8.2 TYP. '� A / c U3 INSTALL 6 PVC STORM DRAIN 50.0100 MIN. \ 4 CONSTRUCT FOUNDATION DRAIN 8 LLA � O / c� re O INSTALL STANDARD CLF./1NOUT C0.2 TYP• 4 © INSTALL PVC BACKWATER VALVE WITH CLEANOUT RISER 3 a 4A INSTALL 6' DUCTILE IRa4 STORM DRAIN Sm0.0100 MIN. �■ �"�'� Cj O ;NSTAII STORM FILTER CATCH BASIN -- 1 Cd.3 C8.3 C6.3 INSTALL 5' • WATT FLOOR DRAIN TYPE FD-100-A MATH - �- �- PROOF GRATE OR APPROVED EQUAL c m m LLJ a CELEPI�C�NE � `L VAULT09 , ``� / TRAN t"r' p� , A�,. `^f, 0IC1� '.'. Citi 4'.'.Y:.P .,t1,• / ` � 0 \ o a 0 "r � / ten I ] CATCH BASIN DATA � L=1-STORM FILTER wl RIM 163.5H IE(OUT)=161.28 6' DIP (N) .46 E 4841.84 ` �1 3 RIM=162.8f CONTRACTOR TO VERIFY IE�I��E1M�160e4 CONTRACTOR T'O VERIFY / N 4510.46 m s&►ern A wxo E 4841.84 �� STMCT, FAX ON 7��7 LF 7K(502 \ 17 LF 7 pN FAX(,52X�127� / 1 7 8 LF UTILITY LEGEND PR INDICATES PROPOSED FIRE DEPARTMET CONNECTION (FDC) v N d� �, �♦ EN -1D i••�' �— INDICATES PROPOSED THRUST BLOCK ♦' 15768 RA�►KF ® INDICATES PROPOSED DOUBLE CHECK VAULT 3 INDICATES PROPOSED STORM DRAIN 4711�� tt y! y�y 1.0 ;, I �-�-- INDICATES PROPOSED BACKWATER VALVE W/ CLEANOUT RISER _ C7 ® INDICATES PROPOSED CATCH BASIN o ArdWooftwo PC W �r- INDICATES PROPOSED STORM/SANITARY CLEANOUT M. '�Mom�� d wnw d MrM�.r lArsww.IMall.rn.tC. wmwm �, DECID D E(;i D D E C I[ - INDICATES SANITARY SEWER LATERAL, PIPE SIZE. AND IE AT END M+. ii Owe"�� ISE SCID —Dt C D C DECID DECD DECO DECID OF LATERAL .°�'�:.l..:.A�+�� CI, ( I ,I D V F I{ LJ (�. -�� X' INDICATES STORM/ROOF DRAIN LATERAL. PIPE SIZE, AND IE AT '��'"��~�� I - `' _ C S END OF L.ATEPAL >r INDICATES FIRE PROTECTION WATER UNE AND PIPE SIZE ISSUED/REVISED DATE r �x INDICATES DOMESTIC WATER UNE AND PIPE SIZE am c0 d ORMNAL ISSUE DATE 009-01 a NORTH atAwN By:a alEc�oer:av w� UTILITY tm» PIAN r o SCALE c� 20 0 10 20 40 h 1 INCH • 20 FEET C7,ol 54'q'v i' U-I � r� SITE P � o ao r v1,14 �' Vii.. , .a.. ... .... : ....b: .�-�'^,' .IfgtwR,.a��• _. _ ... �.. L , s j4 r i o • ' n .'• ,, �• � , �� i,.� q )�H . � awes.�: (s+,tr_'e, i t' � , tia; t� ,y'�.1 b } �i r{ °.� I�' ar',� J '` • ,S.- ;:± iA iii(lim rill R �i - - •� �..: r ''/ ;.rvp1�C - `<. .'.,a+rd .'1',.:q .,tca � ,r :c. • .. �IIYIM•mJ.,,y....a.._.:,.�:........:.-.••shs6waM+s.,.-...+s:-•wwn.1el11�w�gwrr.Ml�. ln:h.Mw-+..:, - ....,- .- ^-..'ww_...,„.._..._..-•w..r. ....rw.�.s.i'..:_',3�:..�-.w . ...w .. , .,,. .. •l' - c. .. ...._ .,,V+1T1.»Z. C- .a.,..11.ra•^ tlaYWV�.r '-�.-wffb+w26<tc.,.Y .. •wIr[a'.irr.w. M.�M4YR..ak.0144A.�f,nr,+L.. 7M!.YSY�M1rI ,.. ...........,, ,� ,. ... ....�y...._.._...C:[,w.'�:c'+.Ian rtgr•,;•,..•,..,.;u.,,,. - ky' "'M'!Mq'+� .., ..,enea.Crrr74ns w.. y+c_.!'le'..•w.utre.. _ wwarl�x..eaesw+rlAr+rnfwr_e+w...nMr...cwe'ln•w -waft.,a~ a.sas' -.+at�..1�11� a�.veCx60.nM.Ai@Mwi+Mi1.'.•Mw..mc•hioa•ns�r •' �.. R�li n. t`• S :Csra• � ..'. i p � --CATCH BASIN GRATE 3" LEVEL 2 ASPHALT Ps VEMENT I° DENSE GRADED ' (2 LIFTS) _ t `.''ma:',•u 0•o'0•'•••0 0�p•0••••'••p•p•••e•�0.p°••L•0 0`00•.o••o 0�'.0•�.0•0••.••°0•O••e•p 0•••••00•••.•�0•0'•°•0e•0•'••p�•0••°•p'o•.•°�0�•00•••.0•0.p.•v•p•°••sp••••0•�0•°•0•00•o•o•.;••op0•�°pOo�•• II/f q CATCH BASIN '. SPENS ION CORDS/ ODS 0 00-00; 00 -:0, Op ••0 • 0 ' • • o0p • . Oo • 0° •ip•°00 ° • 000 ,••••Y • 0 :� OVEiFLOW 0 • oJ•• • ° •o • p 0 00 00 o00 000. • 0 ••0 • o .z ,•�� fir. •- �Y';' .• .N FILTER SACK •- ..y. • ®" OF 0,14% La-- ',.. �'':� <s:..•;'•:.�..:•' '`�>: .•� � . A s:.; r; :y .,:, .: ••.P: �� .h. ,. cam. COURSE .. c 1 Haid-SACK Le •c FRONT VEW = KO'7ASPHALT PAVEMENT SECTION PLAN W ENDS OF BAGS `� V OVERLAP 6" TYP. ` BIOFlLTER .. 1" REBAR FOR BAG SLOPING ,''` % BAG REMOVAL VARIES-REFERENCE P�_4NS FLOW GROUND CATCH BASIN Y ;.: ;...' Nl'u n4" COI SIDEWALIt ` • 2"x2"x3/4' RUBBER BLOCitSJIMARD go r \�//� >\ /�\'•�/% �'• EXPANSION RESTRAINT ON PLAN STORM 11 6' EXP• " '�`'• •f'. 1" R 6 1/4 R PIPE a. FILTER SACK `r SEE ..ti •':, . . : .',�1;: c m P��A/V��EM/�EN� T 4 BIOFILTER. BAG •• • Y•Y yy�`'• •.S••y am c8.o tBERT SACK � � � . tia�tia 1�ya��,y4 :':•�•- SDE VIEW •�ySy:y1'•��yti �y► Y Y 3 OF BASE �f 7 Y ' MATERIAL .. a ! 4ti•bti•� NOTE: LA RECESSED CURB INLET MUST BE BLOCKED WHEN USING FIILTER FABRIC INLET SACKS. $r • , y, COMPACTED SIZE OF FILTER FABRIC INLET SACK TO BE DETERMINED BY MANUFACTURER. � 1� SUBGRADE CD P! FILTER FABRIC INLET PROTECTIONNam ri _ 1. CURB CONCRE ti E SHALL BE 4000 PSI. g" �-o • • � 1/2- R 1" R SEE Q 0 0 C 2 SIDEWALK CONCRETE SHALL BEE 3000 PSI. BACKFILL TO PAVEMENT TOP OF CURB SECTION 3. MAXIMUM CONTRACTION JOINT SPACING SHALL BE 10 FEET. w ATTACH FILTER 4. MAXIMUM EXPANSION JOINT SPACING SHALL BE 50 FEET. io $ .• � FABRIC TO STAKES 5. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO THE UNE OF TRAFFIC. �,ry • • ' • •ryti'''4'•'i 2"x2 � • ••y�i•y'Ly•yy'iti:..•yl.r�� " WOOD POST OR • ;•• • • p ° ••0 •0 • •• ° p••o ° , STEEL FENCE POST COMPACTED °p. p:•0 ..0 • FILTER FABRIC 8 CONCRETE SIDEWALK WITH CURB SUB ,•� � -REINFORCING NETTING Y C8.0 �.... :" • e .oo•.0 Z w m SW Alb AVOW ( ♦ •o •p° •� • p^• BACICFlLL - AS REQUIRED +� ° • TRENCH ` � oc Ae 2" BASE 9 �, 9,�tao i A MATERIAL m � , -EXIST. GROUND tsor3►227-" 9" N TO STAKES S7RCT. FAX(x 31 ?1770 NOTES* (,7K FAX!;ice!274-.1681 7ii. , Z 1/2" JOINT SEltNT 1. CONCRETE SHALL BE 4000 PSI. FINISH GRADE 2. MAXIMUM CONTRACTION JOINT SPACING SHALL BE 10io I u FEET. ''.• 'M1M� e� AT CONCRETE 3. MAXIMUM EXPANSION JOINT SPACING SHALL BE 50 FEET. 6" MIN. 6• MAX. S;NFR t • 1/40 R TYP. • ` ' • ' •• ' - BACKER STMP r5� STANDARD CONCRETE CURB NOTES: POURED-IN-PLACE• CONCRETE _ �-oN&T.S. 1. INSTALLATION SHALL FOLLOW THE MANUFACTURERS rhEW •EXPANSIRECOMMENDATIOHS. JOINT MATERIAL 0 2. FILTER FABRIC - USE MINIMUM OF 36" WADE ROLLS. �� / 8 NOTE: mw doom~,""*0 we=«.+"ftm ,. sMooT» DOWEL 36" LONG TO BE CENTERED ON EXPANSION 2 SEDIMENT FENCE I,�•o••' of ft1 omposo rlw room MMt --K_ ~ JOINT. DOWEL SMALL HAVE SAME SPACING AND DIAMETER BM��••r � �..»rc ftr.wgw rwuwn#A WA L, m K"moft so lew,N�Muu1.+Y�•Alwr n•OrMell��M AS REBAR IN SLAB. �-o ^'e°'° r.>�w..wr.> In WbWe . �+• w.M .�.�rwrt M w�1"riAeb w M/wf fw wwp '� r •Aw•~a ww as wM•w amwwwom • ��.�® d w1rNw(N►/w.tw"r•A•rMM�O ror K•. STAND s EXPANSION C�INT DEFORMED10 DIA. "BLARES 0 12" O.C. ISSUED REY�SED DATE CS.0 CONC• AC P ` PAVEMENT O 00 1 2" RADIUS SMOOTH - GRADE _ p 'W / FIM • o a p . .�p'•Ae 940.00 Q� TROWELLED JOINT ~� o O o o O o a r. o •a O .004 o��s nrq p_p °100•• o p • o • 0 O d.• o ••o o D O O a o 4 C) a� Q �� • p o 0 e o a 0 • o 0 0 • O • o a 0 • o .•• •ob,de..•p •0. 900••bo pf/p.• (TYP•) 10 O o� p o n o • o p o p a o p 0 0° ••0•� a 0 .0• d° ••0 ORIGINAL.IME MATE IM.09N o o " a o o t 0 0 • °"10'•�e Mo0��0 0 ° I v 0 4 e. . . 0 . • ° ' . DRAWN er:RSE CHEMED tlr:tcv n e. • o. • b .• � . o p o O o U �i o O • O • 0' • � e � •: i b••••0 • t T - "�. eo ° .•.0• • .•o. • • 6 ?.5'It MIN. d' o.•.�..:�o•..o •« . COMPACTED •• • •,,, , : -•. '' SUBGRADE BASE 4-6" QUARRY SPPLLS ° • DETAILS dOMS., MATERIAL . �� • _ � • c= o� Y .. " 1. CJNCRETF SHALL BE 4000 PSI. SEPARATION FABRIC 7O E 1/4 - UNDER QUARRY SPALLS 2. MAXIMUM CONTRACTION JOINT SPACING SHALL BE 10 FEET. NOTES: 00 D�THICKNESS OF CONCRETE 3. MAXIMUM EXPANSION JOINT SPACING SHALL BE 50 FEET. 1. CONTRACTOR SHALL COORDINATE LOCATION OF CONSTRUCTION ENTRANCE i c WITH PROPOSED DRIVEWAY CU40 CUT. STANDARD " C8,90 N s IMPACT SLAB 3 CONSTRUCTION ENTRANCE ri0 CONTRACTIONJOINT 4.0!=� G8.0 PERMIT S� �, %p c8.0 • • Ga.o SITF, PAC UCE ! �a 4. ax 1' Y . M e • TIT j . . ,y•S. .�• .,a.-•+.r+..+w...r+•...,•..avrr.wr:• ..•"..01..ra..^-.xsaw-�. -:.uv �'•as.wrM.^:. .w.vY•rwYr.xnw,y.ur.�m...�• .sew.�•,..., .,,.ti*aw••,r+.....^.•►r.., ._ -- A rw*rn+.snf►.wc se.luum.ae.ao-.eAA.c+ .r+uwnwau.•�is+wrr:w!xr+•O"c zmseeave woR+,wrar•+a-E•llMi,wwf�e�•.l-e!M'aw.y�.•�,utt!a.t.•.•wWCv!'.-.v. � - .. ..: s•� F• ,. ... w,A- ._......,....*rn:.-"a,..•...... .isvn.�a+.ww.:rvw•••+.a..,�••.•.tv..K+wi.,.. ^•.....^.�nr..A+re :,+.._,�n..•s:.rs++....:al.p�rrr-.. �� ••ww..✓er.•awa.::..r+n�w.•.a^arelir�R..,�' •:. r=: -.•nn:�ect•a+rnrM-,wr .... ....•a�•.r:'••.w:.¢:w.,.cc v�r.+• -•....., ... ... ;k4 i. A trig :.4 •2 , 1 f t 1 n No. oR20-6B MINIMUM STANDARD Sig 12. r R DOUBLE-DISABLED PERSON '12' PARKING SPACESEE R PAVEMENT 2% SECTION '�. .r F. '�+"�".• ,•; ---OR20-68 SIGN � � LLJ � Uj •.: .. ► '/z' --OR20-6D SIGN O■� `.. ... A CURE! RAMP w/ 18' BARKING wiTH O.II.v. _ DETECTABLE '� •' c pSA8lE0 PERYT OliLr �w �;-T-, �. WARNING 1 R •• � VIOLATORS SUBJECT TO TOWING UNM 54. ACCE�BIBLE ROUTE I ' ORS ML620 AND FINE �_ ♦ ♦ • ♦ a I • I ♦ ♦ + UP TO MSO UNDER moi'- 6 OR20-6B, i ' OR20-6D --�►_ ORS OL615 OR20-6D A e • (OPTIONAL) • • �j � - N •L fes'' ,�3 NOMck, '�' WHEEL STOP) 30' TYP. W -go ,. 1. CONCRETE SI•IA11. 4000 PS'I. (T 1'P.) o FEET. Sin Background: Blue. Retroreflective sheeting elm 2. MAXIMUM CONTRACTION JOINT SPACING SHAM BE 10 g . PAINTED 4' -_T ( � � 3• MAXIMUM EXPANSION JOINT SPACING MALL �`E SO FEET• Sign Legend: White. Retroreflecliv9 r STRIh-ES / 2' TYP. �,. -1 NE OF TRAFFIC. 4. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO THE U � W °- CD 5• TRANSITIONS SHALL BE USED IN CONNECTING CURBS OF DIFFERENT EXPO.SURES. a LENGTH SHALL BE S FEET. _j MlNgrtUM TRANSITION The DisabJed Person parking sign is used to designate a - ' U parking space for vehicles with a DMV permit as stated. ` 24' min. 5 "MOUNTABLE" CURB Tn;S is the Standard sign foi use oft the Sfa1a Highway System. �, c. ` Q 9, g- 9 W WHITE STRIPING AND PAVEMENT STENCIL REQUIRED .1... � .. --- - STROKE WIDTH ON SYMBOL IS 3m MINIMUM %^ OREGON DEPARTMENT OF TRANSPORTATION BLUE BACKGROUND AND BLUE PAINTED CURB OPTIONALLu Approved 8 • O.T.O. Date: 1/92 Publication Dote: 12/01 3c PP Y' � � 3-156 �� a .z .TIARIES '' SEE NOTES BELOW ' `w ' : •: ' 3 1 n- • .. AC PAVEMENTN.T.S. . .a. �. • - • q �8.1 • e • i �, ^ ' • • • • • Vy • •. •'. •... • •.. . ;� ;, • • • THIS SHEET- INCLUDED AT REQUEST • 3:0� .:� OF STATE BUILDING CODES DIVISION CURB RAR�lP TYP. • • a • ' RB RAMP o C mutt Fi>MMesn� • • ' . ,• . +. • • -FIN dopes 10%3' l 4V 4'a wide►end ate%br • tuidYp.w1w.«+a'.ne�'m wide m SIN Eie►►ArerK�e y • • v i '" :. . A�'7 faidYiY W New 0wwr.4'n*L 97croM ArnloiM t nrn. {►�� T SIRCT. FAX(5R AC PAVEMENT-`� 1C�1'T PL.MI � .• ,. .:�, '--~- ' e 04 FAX"274-d16Bt N.T.S. 4'Noun._._,_• •- , • ..ooe r min. X 4. / -- Ile TOOLED RADIUS EDGES 1/40 TOOLED PERPENDIt'�JLAR SIDEWALK RAMP DETAIL RADIUS EDGES 1 4` 1/2" DIA. x 12• SUP W IELS. 1 4` Am"'4d.Wako w be�xr► » CONCRETE 12 O.C. CENTERED IN SLAB , PAMNGOWN ' CONCRETE PAVING � o� � W1J°- ; ''•'•�Ir -�- SECTION AA B�ECTII0N A •- r • �I��IN�iGV•w. . • •• • t• ..� '•' • •' . IIVf1T'1 MONOLITHIC CAlRB B SIDEWALK • I1IdIrINVM DAV. P�T OILY CURB RAMP ,J0'•0 • o .gip o0e o •,0 •Oe .00'00 • v �'e0 • e .�0'e00 •e0•ep • e •00 e0o •e0•e0 • • . � e e •e0,e° n '•0••00 .° ,•o • e °a,,. a •eo,eo a ,eo • e •°e••o ° ,•o • ° r10LAT0�11�CTT0 'ACCESSIBLE ROUTE ', . •. :: .. ..�- e '00 • ° '�0••Oo .° .•e •Oo .se.•0 • o .ee • e '00••00 •e .e0 • ° 00••00 •° .e0 0 TOwNIi�llt '00 O 0 00 0 e • ° 0 . • .ee a ,0 e 0 • ,0 , r • rTO! OATi� � �/!� 1 ' �n•e0.eo°.'.'�••pn o°w.0e•••o• •o•.:e•e0o •� �0•e0. .°.•.0 •9n .o�•op•• ° ,°n•ee- • ., 40 ON AMM • , , • up TO 44"A . •, r . • ••, • O�M'*��er►!s^•-^re••1.41rseM• �C I , Tbu�ire" lieeslw Iww,Iewlwwlww OW r.wew/1M�t J il•�.er rMwws A•.Mleeui.K nl.b..11 no demo" " �si�J1I C11]d�1. r --2% Slope odwr•w►.dMrwlY.weM..MMa+se. ORE TONT ."".. ,� 1. r•� N.T.S. N.T.S. over�n Porktnp ire of� yWw@= Few ft w Aedd wNm M : aisle area I ance 240 8.00' (U.N.O.) 240 Y5 `^ 17' not le than Sr ISSUED/REVISED DATE TOP OF OV;r lentire nts apurkinp At IUDAf%'r Q1 AO • 12` 0.C. CONIC. SIDEWALK E/►qs WAY PAVEMENT f c I A ET1T 0 Ja U.N.O. • 0 0 . 0 o 0 . 0 °Q CURB ° O 00 • • 0 0 O O 0 0 0 0 0 0 • o O . 0 0 . 0 0 O 0 00 0 9' 8' Q O 00 O o o O o 0 0 ° c o 0 0 0 s O • O U • O • O O ^ O O • O O • O O • O O • O G • O O • O O - O O • O O O O • O 0 . O • O O • O �O V o 00 o a o o ° o o ° o 0 0 o O O O O � • O G • O O O 0 O O O O O O O Q O Q p) Q O Q O 000 O O O O O O O O O O o 0 o O o 7 O O O O 8 Q • O t? • O O • O Q • O Q • O O • O O • O O • O O • O O • O O • O O H O � O 0 . 000 - 00000 O • O O O °O • O °D • O °O • O °0 • 0 °O • 0 °0 • 0 °0 • 0 °n • 0 °O • 0 °Q • O °Q • O oQ • O O • O °O • O °n • O °0 O °O • 0 O O O O O O O o O O O O O O O O ORIGINAL ISS�lE DATE �.l 2 ** SEE NOTES BELOW DUVAI ff:R% CHEM w:MY COMPACTED RF 4 SUBGRADE BASEC8.1 DETAILS MATERIAL bm E �14TE'S°` 00 CL F 1. CONCRETE SHALL BE 4000 PSI. _ 1. RAMP CONCRETE SHALL BE 3000 PSI. + 2. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO THE UNE OF FOOT TRAFFIC. �v 2. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT SHALL EXTEND THE Fl!'.� NAI`TH AND DEPTH OF THE CURB R • INCLUDING THE FLAIR& PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REI AOVED FROM WET C891 o�X CONCRETE: TO LEAVE A DIAMOND PATTERN EACH DIAMOND SHALL. BE 1�4 LONG BY }�` WIDE WITH THE LONG SECTION AXIS C4 C40 6 STANDARD CONCRETE CROSSWALK ORIENTED PERPENDICULAR To THE CURB. THE GROOVES SHNrL BE �• DEEP BY Y4» WIDE' PERMIT - �1a; ce., • • SITE PACKAGE Of aQ d••"•W _O cr 1i CL X • r „r ...1„a.i, a • .. ,." •^vffM'.ytrtMl1!!e�i7R}k!'i+.y.,r, n .. • irr.r♦ .t e . 'A ..F .111!1 i•ITj- T T1 11 i i� r t . r i 0 V151 •.> t R tar.•..r.•c wlrrrrr»i•1w/w.Wrrlrrtr'+•. 1+•r+•••+r +M+••a..a•iesrrrr♦v, ,. ,, .�I. +•.•••rw •wwf-••++..i`w'r. lYwl•I YI•rydnlYllYlr-- "••-_... .....L ._._. ywYet. '••.•r. itl.'ldilld/+r..�..rnseu.. -,. N :w•.rwiVwn._ nrw rim•uw••+•rrv.� ar.r.w.a+•.auu •r►erlpr.. t• _ ,�ra•«.,;,a+,,.•R••r e.+r::a•+•irfsr !'.•enrrlDw.".xa.vwaM sc w•-:bw+nc...a.n•,.•.:rr«-• .N.•ry - • - ;F SATISFACTORY SOIL5 STANDARD 8'-00 MIN. (U.N.O.)� /r--START RAMP DOWN OR AS REQUIRET) FOR // DESIRED SURFACE SEE TREATMENT. SEE PAVEMENT SECTION .• L FOUNDATION 60 OVERLAP (TVP.) .... ;.:' �. •��: . ' . ow:�_o . . .• •,• ° . •. ° • o • • 12w HARD SURFACE • . , BASE MATERIAL DRAINAGE FlLl } ° FRAME & COVER ° • ° °0 . 0 °° ° •0 . DRAINAGE SET FRAME TO SUB ACTED PERFORATED o °O • o °° • u °° • o ° FABRIC .7vBGRADE _ ° FINISHED GRADE 10 • ° ° • o o • 0 0 • FOUNDATION - �° . ° °° a° °° o a ° WATER TIGHT PLUG IN PAVED AREAS TION YEW DRAINAGE PIPE • ' ° . `• 0 0 "° GROUT FRAME Q o ENCASED IN .•;+• o ;060 . ° p c' o o ° o IF FOUNDATION DRAIN IS GEOTEXTILE 0 0 0f'° ABOVE SHE BOTTOM OF IN PLACE •':: : DRAINAGE •°+(gf ;° FOOTING THEN A DRAINAGELu o, 1 FABRIC SOCK ° MAT SHALL BE INSTALI�D SLOPE TO DRAIN. • ' ''' t , 0 :o' °o FROM THE BOTTOM OF THE 4 t d' MINIMUM 38OF t ° ° FOUNDATION DRAIN TO THE r !� ,. . STD. CURB ._• Q. W COVER DEPTH ' ° ' °° ' BOTTOM OF THE FOOTING. VARIES 1 1 240 SQUARE 3000 PSI N CONCRETE SLAB WITH :• v+ 1 Mt (4) 1/20• X 90 ANCHOR o -•PIPE O.D. + 1• LANDSCAPE 'SOIL SHEAR ZONE DO NOT PLA PROJECT BOLTS 3 PERFORATED PIPE IN THIS ZONE. ABOVE SLAB FOR 6 INITIAL TRENCH BED ADJUSTMENTS. BACKFILL o s FOUNDATION Dkf"%iN 4b' BEND UNDiSTURBcT+ I - '� ..� EARTH �-2 WYE BRAN 4. OR 6' SFRMCE M E,,.' W CONNECTION IF `r -�- REQUIRED. FLUSH W/ AC TYP TEXTURED PATTERN � N 42 NOTE 2 �-PLUG MATH GASKET PLAN 420 X 240 X 60 �+- -� IF END OF UNEP 3000 PSI CONC. SUPPORT PAD NOTES: EUMF A COVER 1. CONCRETE SHALL BE 4000 PSI. L� �- EACH AREA IS 1,�2 OF 1/4-0 PLYWOOD OVER EMLE& INLAND FOUNDRY 4B EQUAL 2. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE CC � TABULA? 0 TOTAL AREA�.� FACE OF BOLTS d MIN. No. 202 PACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A � Oct � e• No. 203 DIAMOND PATTERN. EACH DIAMOND SHALL BE 1 1/'40 LONG BY 1/2` 100 No. 206 WADE WITH THE LONG SECTION AXIS ORIENTED PEOPENDICULAR �■■vM C7 .. 120 No. 209 w " %^ aG► 150 OR LARGER No. 209 iM-rl 120 RISER TO THE CURB. THE GROOVES SHALL BE 1/8 DEEP BY 1/4 MADS W D RAMP T� PLUGGEI) CROSS WYE PLUG OR CAP , STANDAR o 4 STANDARD CLEANOUT �.2 N.T.S. RESURFACING MATCH -- P1►VED AREAS UNPAM� CL- BEND PLUGGED CROSS la EygST. PAVEMENT SECTION 1. ATE THRUST B ACIONG TO K POURED AGAINST UNDISIUiZd M EARTH. L KEEP CONCMUE LEAR OF .rows AND SAWCUT UNE DETECTABLE WARNING TAPE J• THE RI•Al1 RED KAWtING MEAS FOR SPECIAL. (r•ONNECTONS ARE SHOWN ENCIRCLED EXIST. A.C. ON THF: PLAN; a.0. ND"IES 15 SQUARE FEET BEARING AREA RECO. 4. F ?LOT SHOW .IN PLANS REAl1NED BLARING AREAS AT FITTING SwLL. BE AS INWAIED KLM ,AAMST IF WEARY, TO aW.FCM To THE TEST P F.(S) ANO AI1015AIKE � 't• aw � 20L BEARING STRESS (ES) STATED IN TIDE SPECIAL- SVE FICATi W3- ° ' ° • � � � 5 L @EAWM MEAS AND SPECM 9U)CKING '.>ETALS SHOWN ON PUNS TAKE PRECEUENCE Ovu .;,:: °•,'` m sw. 0 2 Averx�e SEN" AREAS AND eL�OCKNo DETALS SHOWN ON THU STANDARD OETAfL ----•` 100 5 �a� 9,�ne H •.� a. STF#CT. FAX(5i► BEARING AREA OF THR;J ST BLOCK It`d SQUARE FOOT •`�.' .ti 227-75149 So MIif Fow. MW BEND IEE 4W 22- il-- N. a m s 3 G7�t FAX(5�3►x3►z74-468► SQE pUjgMD PU EDI Iw e,?1D SEND _z ASPHALT 7 N .;„ti.�• ,;,;. F tF- CAp •. VI.r �S ON RUN � `. WAl A2 SECPKA � • ' ,'ti,•.'.•. •ti• ' ,,wti.' 4 1.0 1.4 1.0 1.4 1.0 -- -- U ;.�•' •~ 6 21 3.0 4.3 3.0 1.6 1.0 - ASPHALT Z�CD D/2 �s i ti � � 6 3�8 5.3 _ 7.6 5.4 2.0 1.5 1.0 BERM m '�ti•:•: Q PIIQF 10 5.S d.4 11.5 e. 4.6 2.4 1.2 Z �'•ti;; X0.4�a ti � • f � 7 KAp= ALAS 8A1�;� ON TES•I PR�ESSIJRE OF 150 p.aL AND AN A110WAK E SOL BEARNO STILE OF 2000 pat. To COMIp'U'.E KARING AREM FOR DIFFWNT TEST PRESKINE 41N. AND SOL KAIM SYIhES M ULE THE FQIl WING SQUAT ON: BEAPJWISfA (LEST ��e_ 6P�OiDpI(2000/ SOL6fEAfbNO ST1►E�SXTAeLE vAWE7. (6` MIN. IN ROCK) MINI. '!�► i,�4• TI �rTyEw I.ov`` �14.�Sa. tQobu►1 DAM Y N � THRUST BLOCK ,. COMPACT BACKFILL IN LANDSCAPE AREAS. -- - - • ^A O ow&,.M..•C'ww-MdN�n.PC Q� c8.2 2 PIPE BEDDING BACKFILL �"' '.�""'�`°-"�''� 11 r N I.J. _ ww'ww"m"ww.Mw r•wev.r 1"w Bwa�r 1 a,::,A.dMMaiw•K'e'u. C8.2 ." ;6m 11 oM.. Jim wbaw or m pm ow m" ' 5 ASPHALT BERM C8.2 N. '5. HARD sURFcE IANDSCAPE AREA �' x 16w (REBAR) ISSUED/REVISED DATE FRAME do COVER . 2 PLA SET FRAME TO FINISHED GRADE l IN PAVED AREAS l ` WATER 11CHT PLUG � + �• � � GROUT FRAME !M PLACE 6 FINISH GRADE 0 60 PVC RISER W/ 01, ALVF BOX UD 24� SQUARE 300 PSI CONCRETE SLAB MATH ORIGINAL ISUE DATE NAM 1° (4) 1/'20 • X 9- ANCHOR DRAWN BY:RSE CNFt7IED B1:C111 V '♦ PROJECT BOLTS 30 Nlr/. TRENCH BACKFILL w p. ABOVE SLAB FOR •r 40BACKWIATER VALVE c ADJUSTMENTS. w •° --�'-'PPU,SlIC TRENDS" (OR DETAILS 4 PVC '� ` APPROVED EQUAL) r PIPE :o UNDiSTURBED EARiH I E DRAINAGE 1n SLOTS •p.•°o•° r r 0 8 CONC. WHEEL SWOP 1001 h BACKWATER VALVE C8,02 - ce.2 3 W/ CLEANOUT MISER PERMIT SET SITE PACKAGE Cv � bo .. 1� t i ai.M,tk,k,tl', Y r .,-., .....;..., ", •r,.mwP?'-;cvkr,.♦,:•1,..iw,ws,..?�'.,.a .....,',. w � •�1 �w.f A M ' qua,••' .:..j•ry' n , 1 TIT t'+:: n � - - - -c., - --o.-.�q v,--war. W. :^�...r s•,,.:.s.rw..-•�.o-.'....eN•...r..:+M.... +r+._.�!nro-..-..,_ .,m.. ..c .. fasrMw,.Y...w+,n...nxar..�.,....,,...,n.+.,.r.:s._•+nrr�-..r+►+MLy._Yr•.,� :'rnlEs.ria•, ,•. -. .• •'..`r,,,•1R+A^•!"•r�..+r•.�.7C!*MgIw14�IR'u.•!'J•R, rra+lrT+f•�!'!•dl.•M. 3•eMN.i1i'.g:elM'Vt•+Ni».71Cs"•..'AR.'L'u:-, r r.+......+o..�r.r....+.r.._'¢g•�,s.•....waaro..t:erg,.:•.:,...,rwvh,yCn+rw..r•.....:-.r.w. ,wy,:'rwl.r_swearr...c:•.sar•.,.a..en+aw' wwn..r.w.,rr..•.e�'.+a•rsalKv.wwr:,....r.w.iia4••.',n:pA'M •dao .-'W • '�° r h, >kd Vr f ..RC. ?1 N � � 4; C t n i GENERAL N OTE5 NOTE. FN1!E DEPT. PROVIDE TAMPER SWITOi. TARING TO BUILDING E1fC. CONDUIT I)STORNLra1TtR BY CONYWH 51M NATEEiRt;S0��91M ILA D.OR e)�a4667;xAeORO".►r¢(en) CONN_ PER _ ..._� TO BUILDING 2)maeRS TO BC SI�•HON40'UATED AND 5W-r YANwG. OLTW STUD NEPA 1 r !)!"LR STRi1CTURe To BE M"rACft*M Or 1M INCH STEEL STATE. (3a NOTES 445) FLOW SPOU FLG. x PE. 4) STOR1ArIlTLR QUMt."°i 2.3 PTY or AM"XO AND OWLET M(ru G TTo INLET PIED BXiLD Yo .+N rae LOWER T i o M art CO ROArCTOIL Ia r 5)CW tWIMID WITH 4 I1(APPOD IfvIATE)LONG STUB5 K)R INLrr(Ir AFMXADIq AND OuTLrT MMW(i.STANDARD OUTLET OVOt1M WE 1 ° RETAINER eIoFNGTm5IPIAPPROVM oocn NN TcourtIN" i CAN M UM�uwX COLIMJNG W CONTFACTOR. . • L/1DDER C)rOR H-2o LOAD RATNIG,CONCRETE COLLAR IS RffUlEm• COW-WTC COLLAR WITH QUANTITY(2)#4 Il'a1MW011IG BARS TO WOR WALL 40 D.I.P. • N K rRWIDCD BY c,0NTRACT0K_ P—:4 ' ..- 7) ALL STORA(f YM REOLM REG(11#A MNN•T04ANU. RUCKTO OPERATION AND kVJWTD#4 CE GUCCUNd FOR Mrw MrOAT10N. •° `� Zc pC --�-- - Rh1I -CAFCTR;>aGE CATCHBA51N RETAIN 5TOKMFILTER DATA 4• 1 GLAND 6 YIN. s 6 �IINV. STRUC71M ID 1. 1 t. . A MnW RATE 9GA1 OArlrlr M O C 1l�ALrfY (�) • !•- . sPW M.Ow KATE i 1 dWL1. • -FINISH GRADE _ cC�r. PERM )ATION _ ce V _ ,Y — Som0 LET STD B� GASKET I OWTION w ( NOTEC) N L^ W SEALS EWXAMTION DU'fllT �` =Q1Zmm CM NOTES 445) � Z •. '� Le TO IBUILDIN NG CONDUIT INUTOM 1-CARTRIDGE CATCHBASIN -PLAN VIEW 1 � E to I RETAINER NONSHRINK40 U (LAND GROUT TYP,. 5OL10 covrit NO 49 ACCESS ■ 1 1� NOTE5?_4TCIAI REQUIRW!NTS: INXT CARTE OrENIWG �• RETAINER GLAND _\ 21/2• W L Lw<er L7RA1! ACCCb COVER .1Z11 - •, FLANCE DRAIN TO •.. *. J N • CONCRETEOOLLAR Ap it DAYLIGHT slue_ �� ME,ELSE c) ��LLI� � m DAIrMM NaTES 445) AUTOMAI1C . • , ' w • . 1 Ll r• fay ° 5101 MMLTLTM `BA(.'KWATER RODENT , ,� UATw (Tri �� VALVE OMP 1p1rP ANCHOR PIPESLOO VALVE SCREEN " d�oL9 ACCO5 c-.,rt NOT?21 _ SUPPORTS ACCESSIBLE .' " ' MMG ON WOR WALT D.D.C. SZE SILCO DOOR UNDERD"N Iu1MlIroLL` •• .. 4' •LM TATHOUT C. OR EQUAL 676 — WA 377 — WA J — 5AL . • ° :• INSIDE INSIDE 6' 587 — WA 676 WA J — 5AL _4'-4,W- S' S1 U6 — LA 687 — WA JD — 3AL �~ � � W nc a,oR►rwrme rAAMArew,txr r►s alaRwn+m a•Aw�a.err -o.54 1-�iARTRID(3E CATCHBASIN - SECTION VIEW A US.M,a�";A,�,, 10' 5106 — I.A 5106 — LA JD — 3AL s:7��G+ 1 + 1-CARTRIDGE CATCHBASIN -TOP VIEW 1 w,.6 60.040 b.9.614,S7G, we s.7o7a:�,N.c ar ces AND OTMM U.S.AMD DORSA No.D 6MM U .A 3rit4,s76 o'oo. +eLor, eoaoLLol,. 3 PA„�rENDN4 CM CONTECH rtlornwa�lsr$0111410m AND YuaPoe"anlanllar E"' N STEEL CATCHBASIN STORMFILTER STEEL CATCHBASIN STORMFILTER ■�■��• , o 1. PROVIDE POWER FOR HEATER. TOP VIEW, NOTES AND DATA 3 PLAN AND SECTION VIEWS � •-- c STANDARD DETAIL- 1 CARTRIDGE UNIT STANDARD DETAIL- 1 CARTRIDGE UNIT CM DCVAa.faef�a.l.faRw.wtre.w a�I►Ta,ur+fa>s alaAlaaeoaffa< ruwaNr,sar► a�ww«wrr a�a■aA*�o ..uwM.R.r.r.,uofa�+NwIo� �Iu��wieaw+aoa oR+wse�uw al�a�fw �• • = cz. 4 FIRE SERVICE VAULT f M SW RM Avenue SAW 24W (50 V7-\32,51 Water Quality Calculations 410 OMNwG— s�(x;7 F�`so�► reRltAANENT roof 0% FAX NrV 274-46& ELEVATION Water Quality Stomp Event = 0.36 inch falling in 4hrs. with a return period of 96hrs. 5 114• 4` F.D.C. --�� I, STAND PIPE AS NOTED ON PLANS WQV = 0.36 X VOW r-3 W&MAX, 2'-5 see° SIL 121ntA s• �olNFE' 15768 , -4' CHECK VALVE _ 111 cf - OLITLE*STve AUTOYA 110 BALI. INLET INLlT sTub (5=NOTES 4;s) DRIP VALVE ,-5 STORTZ CONNECTION (SEE NnrrKXAQ s) INNoe T . 2( ,. re oumrT M" IyEW :-®� __T W QF= W QV � _' -0 oursl a --4 LTIIAIATLL1f1 DAW. 12/3,! COVER TO BE 14,400sec. nooM uNoarN a—me T CHECKERED owv PC GALVANIZED1STEEL ABOVE GRADE ,..,-4" F.D.C. �IUC3E CATC�IBASIN -SECTION VIEWIftewpon�0 UP �lkUm MW oan � PLATE LID TO REST STAND PIPE. AS - 111 Cf WITHIN BELL OF PIPE. N07M IN PLMS —'�'" �� -- CUT SLOT FOR SNAND 144008ec. PIPE. SEE DETAIL. �s NOW p.(w.MA.rr Rlt.Mi:'1faR�Ifaw, F - �0077Cfs �EYEM., ,. �... .. I NOTES: — i �• TH �c;E ISSUED/REVISED DATE FITTINGS. Sizing Stormtilter Catchbashi 2 ADDITIONAL, NON—SHRINK CHECK VALVE TO GROUT TYP• One stormfllter cartridge treats 0.033cfs. FM OVATION BE INSTAUXD ON SERVICE SIDE OF ^j o "WET' TErrl. .. Therefore; CARTRIDGE 1.v COORD. WITH 0077cfs MECHANICAL. g � > .0330cfs --� VALVE MAINTAIN ACCESS TSD FLANGE BOLTS = 0.23 1-CARTRIDGE TCHHASIN-SECTION VIEW C ORIGINAL ISSUE DATE 042.07 ' — 2 DRAWN BY:RZ 01Km BY:0 � ° •�°°.°� ° .�°•• FROM !,RIDES OF -_- a '°�°•.°e°;°;°•; COk\gC. PIPE I° = Use one cartridge Catchbasin Storm6lter � DETAOLS W Mq s,7aafr7.N•.RAl7.ils 30 CONC. ��-AU'C!AA?IC 8ALL °'Me. OT MD FONVO m P£ TCS ALIO DRIP VALVE 02M CONTEc H raw,aw lowli" MTMY�RMDIIfO VISIBIUTY AND 1 E ACCESSIBILITY 8TEEL CATCHBASIN STORMFILTER M TO CHECK VALVE SECTION VIEWS 2 51 STANDARDDETAIL- CARTRIDaE UNIT 5 FIRE DEPARTMENT CONNE1�TI N " mou"� p AIIIII n N� �.3 N.7 9.— ' C693 PERMIT SH o SITE PAO(AGE 41) LL. a.x ►- * fit, r }yt11° ; { . 7y n.•.' s-. .•:"".v11'!•4>....a. . . . , .•' .....•. '.-:r'•.. :, 13 r , r',:.,'.,y-,ryW'1MN.. 'a2'LYMuwrS. 'r ..e o-..:i :.:^... .:...,...,4 ... :.Y., a._ 7::- .,. - _ .• r �. •"ytl"rA:s -n►,aRCi..+,-•:^+A..•lInrr+• y..•?!.,- W ri T` if T T ; ., , K r ID *rl.eirtrrrY.L .+. ..•.+,ws.rrra—•w.•...a._. .....r,.,-..•.... --s•..,,..wr+e'ir're•..la:ia!:er.ww.._-.rr. ...a.Cr✓®r•e•a .w'.w..,-.naWc,..N,...e rl.. w•..w.c+..,wi.•r.: ,._•rw,..;;,, 'w .•rwrw..we,a•wr+ea re.:wA•• .ar!+• n+AaeeN+ln+u+rAeewoM./iMIC a•.rea^Irw•rr-nr a••nmar- ,- .. . •;aoe.r ' Ser'•+...Oa►'+rR .•.++,wc'r.+Mc•...-,. ,., .. ••...• •. ....w^•.p'+..' :.•...^ :-w.,.Oa•.X11•a^.e✓1s.0'ucFu:,as8.ee.-•n.. c+r•«o..a+M:a-•*r+n.; i..-: ..: c..'.. ... ,Ns'--..+rs....s...••..an . .....•,.'::.n,• y6'+.A+rYa+.w::ru w.- ... .. .:Gb."",t.:,,#.,.�.,,R_.,,yp.•.,,1rw.+. •-..r..wsr-,r:s•»-,ri!".......:.w..m«..,,. u+w:. .••a...--..-- •r-r..'rr•-.i::.m.• ...¢ Iw.w►+,.w..:::._- ..i....w«-..®_„ ,..,,uA . +w.yw.:tt'aHcr•. 11�1� 1 A: �4 r• r 4. i i i I \ Plant Materials Listing: �.o►1e•ew esu.. ^ �_� LP / A cw wr� -"- BOTANICAL NAME OTY. SZE C"T" REMARKS I-um!ww- —. -- CW01 NAME : NO cwr&am � m�� « VAUS .� ai..M been►seNpn - , T—. •" Aar drdnatum 4 4-5' Big 3 Tnx* O Q E*"» Vine Maple Min. y _ {A�IMX�lhel • L IMM PM il�>t � \ • Acer n� ws � nb 6 Z• Cd. BAB Sca'iet Santkiel Red Moo 7410m; s>t � s ' ■� Chonaec obtuso `Grodis' S 4-S' so � .� f� � "" E &P me 16%hda%rr t Cliaill her —" Gracile Hdd Cypress 0,41 � / 3 1111100 -_ a Uj 4. r �. \ P abler 'Chontkd•er` S 2' Cd. Bib Q OC , f Chontidser Peer Now= C SHRbBS \ � LPLLJ Aideo varbtles: Hirv \ \ o Crimson 1 Gal. Can 10-12' Oct AA I Ser w~► N . bsritt thunbergl Crimson Pygmy'' 1 Cd. can 11-15 c W o � w ._� re Crimson Pygmy BarberryLLJ aaM P.ww .. . t �JW404F her _ ' 6 fR�!�M INe� . = I f 2 so LowFwbwo oAna Glouco 1 Cal. Can 10-11` t aaesoilr► \ Q 01ue fescue -- Nandno dorneetim Moon 80'1 'S Cd. can 14-14 `Y / l O Moon Day Heavenly Bamboo qtr ED • ' • Phamkxrn tenaX `Jock Sprott` 1001. Con 10-11' LLJ a Otos : q Jack 5pratt New Zodand Flo j LA ■ � tr.r \ I OwAidw rw Pnrnue lauroceraeu. `oto L�uyken` 1S-1S` Sig 6 4w aa. s Otto Luyken Laurel m Lon !R • . '• �'. ' �` \� � � Rhododendron varieties: 15-1a` on LJJ dM Elizabeth i ism Mart 21-2,C us Lhj Unklus 18-21" Sift arM .MON i Wow Nwbfw•4ee \ irto .. tae POWER Block Eyed S�»an 1 Gal. Can 10-12` �� 4 news ❑ © Vburnum doAdi ?. Gd. Can 12-15` W 7 "No M1e itIM111r Dovid Vbtxrtum •fit \ (RtOUNDCOVER i VINES 1cm \ i■�� O Vince Minor 4` Pots C9 Edft Oct ow 0 o Periwinkle r \ \ \ 661 L On Pww- NO NOTE: AUTOMATIC IRRIGATION "LL BE PROVIDED. : E 2" 2" I-. (.D.F. i1'-0" Tree Stakes �a Q WSE ® . . Do Not Penetrate Root Ball. (3 Stakes \ Par Tree - One Coat Olympic Stain \ #713 Required) Tree Ties Rubber Hope w/ 12 Gauae U017.7 Wrr—e - o Tree Wrap - From Ground To First ranc . \ \ \ \ \ TT o 0Ut & Remove Bom-ttoOf Wire Basket emo�url p 1 w ne romopf \ Of Ball After Staking. Place Top 00 / ; • ' / / / R /Iniah aGradein. Above Adjacentool i • 3tt \ \ Mulch Circle Water Basin 1 1/2" min. ? , '� , •/�/ Iain. 4" Al2 Bark Mulch Circle In 'r u_v .►►eos. OREGON Backfill Soli Mixture Ar , ecifled. t�0 Scarify Wall* & Bottom Of Planting c■ � I O Joey DW~P.•�w.n A•deM.era•o n: Tme Cant Barricade Mad_ %;l !!�- rn b Mw the w.«Mw+.nl.wr 0 As Distrubuted By Horizon Inc. @Wd"w Fwww�i r&*se. K mft%w M eel eeeerlM l eeq•hq Pw+eewi Mdett.ewr re dew,eNeehnMNr eeeeel erMeeer rwrwruel•yheu• don Set Rootball On Undisturbed Solt. d6v Mw in epi lee w �+e+ » G*w P NJ a wwww ar wwMew o doff w M BEST-PAKS As Specified. at~'rte�n��m M Tree rubs Typ. ISSUED/REMISED DATE 2 x Dia. of Root Ball #T O \ TREE PLANTING DETAIL - SHRUB PLANTING SIMILAR NOTES ft Mb ism addEft 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL. GRADE. 2. CCNTAINER STOCK MAY BE SUBSTITUTED NTH B&B STOCK OF EQUAL GRADE. ft Lobo \ .q 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STOCK, of oblew MIN \ \ a APISI 260.1, 1986 EDITION AL, / / \ 4. Al L TREES SHALL BE BRANCHED. ORIGINAL ISSUE DATA 04.09.01 S. At L T ALL PLANTING BEDS WITHHED 3" MIN. LAYER OF SPECIFIED MULCH. DRAWN BY amnt CHEQfED BY kb 6. It THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE F,RAWINGS THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. \ \ \ 7. tt THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS LANDSCAPE UNPSCAPE U cs CONTRACTOR IS TO CALL LANDSCAPE FARCHITECT R WITS(APSE ERRE TRr'i'Ct,ePRIIOR .' ■ S. LANDSCAPE CONTRACTOR IS TO NO / CONCEPT 12 9. DJUSTAPLANTaJLOF AYYOUTAAS REQUIRED TO FIT IRR CATION COVERAGE PATTERN. BEIGHLEY & ASSOCIATES INC. PLAN LANDSCAPE ARCHMCTURE AND PLAkititNGS .^. Cr p Q ■ �+ 16940 N.W. Cornell Road, PorfJand, Oregon 978$0 Ilk (609) A49-4796 FAX (509) 649-479e JOB/j: Od54 3ft ftj11wrow ce 1 LANDSCAPE CONCEPT PLAN it wlkm12 06M FOR RIM Permit Documents SCALE: 1` • �'-0" a .•� ce q ¢ „tert., nkS 'i FATS' qr .• - - r: wprsw'+ron1 .. .. .., ,. :......_ r_. !11•.x►'-°` �',Xf''.,�^ �� • X ...:. ,. ., ...:. ..•.,.,, .......bp,.'1W►:fhl, 'NMt{M Y •...1•:...,,.,.: '.l, ...Y: .-i. _ ..ten.., iii..mrrvr. •n.Hlui+, T T j 1 TTT � P11TIr T Y AL 11111a All {r. j It y 0 ;. 1w Y / 4.. yr•- ,y. "t tea, _ -•,tflo,.y.e .,,@ +P91.IF.+.—.c. a.tle• ... -_..0 IMIM/e11MM 1 fir!' W,..,....,._.._, �' 1�xr�^E+•e•r•� ., s ,.-.elyew+ao,1•t ra,,y1.',{�- _. _ ._•,,,e.•_ .....+K...e. _: .n_•,-:•arw. .....tr. .-: m ... ....-,. __ •- - " e•` sw.•" .,I�Irlrt ,._..:.. ....,.waM.ris:..4...a.ne.i ."NM.-a-.arA,: ..-+•..•An►..W.:«. FeilY.wl►1N..nr. •1r+.. ,..n.,_n..i......n _ .. K'a►. .qr... - ^ - 't^iSi..Gw....a.11 /..C_,1.:IM.+Or.nAra.-:.eu..•••,,111@,«+if:'•M1Pa.NMrr..•+.wa6. • •!M.eMA..ls+qau"tM•w.-.•••...•. ...lk •s+.b.aYyMW.wNi•R•.WYW'+v. e•r:M11I'...M/f71•'rtl>d"NN..11H .M..ii•dP •WYrWr.MUCY1Ra."fM]vmP•CMIIY'=!b•717Cyt' ' ^• _ . 7. 11.' S!: .r .A r.•75�. j r � 0 GENERAL KE Y CLASS 200 SLEZVSS AS NOTZD BY LAWDSCAPs CONTR. VlRIFY LOCA770N - COORDINArs Flrll GZJV. CONTR. V SCN- 40 PVC.' JIWINLINS -- SIZZ AS NOITD CLASS 200 PVC LATERALS - SIZZ AS NOITD 1 1/2" W. ` • ``�` -�— BRASS ISOLATION VALVES - SAKS SIZZ AS PIPE VALVE PVCr v d ! 2" DOUBLE CIIZCK VALVS tV +- V ... j � QQ --® 314* QUICK-COUPLING VALV= I/ LOl;JUNC LID 2"S . -0 1- DRASS DRAIN VAUS W Cie v + \ R.B. PND / MrHZRMA71C AUTOX477C CONTROL VALVS CONTROL VALVJr RIRNNG - MULTI-STRAND /d W17W � LLJ • � . / 1• v SSPARATs COMMON WIAS(14 GA.) IITU SACH PlRS PAIW -- CON7'Rol VALVi NUYPSR- S-SHRUB R r-TURF � CONTROLLER - REFER rO DRAIING Q '� .� / 2"S HEAD KEY 1 \ �.. w Z / / \ NiAD COMPANY At CAr. NO. RADIUS G.P.Y. P.S.I. / • y .� .._____ Ey 0 D AUNBIRD 6 SSRINS 6' .1-.2 s0 CD 10T a JRAlNBIRD a-FLT u-ssRlss e' .4-1.8 so d- 4A, V 0 • 1• RIIIxaw 10 U-SSRIJrs to' .39-1.67 so �r icw TAP EXISIM M.L. t 1/2- O da P RAINBIRD f 2 u-ssRlis fl, .66-16 so ISO. VALVE PVC t• r wr •l" 0 O a7 b RAINBIRD 16 U-SSRISS f6' .81-J.7 s0 w • `/ 4 J \ LA v DSNorss vARIABIs ARC Nosus OF $sRlss sHorN N/sl / �` a 4 A RAINB/RD /6 SST STRIP 1.2 s0 � � Lb �. 110 w � ,rQ q t VAL TSE KE�'' .,� � 99"" a 2S W FT CONTROL FAUX NO. 1S 2S .1T 4S 6T es 7S / ad RAINBIRD ESP-MODULAR WAIL 2"S/ a t . MOUNT CONTROLLER - MOUNT W-0" , y aPJr 20 to 86 so 26 24 sa c .. ' 1rS ABOVE F.F. 120V. POWER REO. t0 •� / �r � g NS r CONTROLLER. •BOTTOM SC. x / 1 CfANTROL VALVi SISI f.0 f.0 1.0 1.0 f.0 1.0 1.6 � CONTROLLER - SWEEP ELL'S RE . f" - W DESIGN CRITERIA ��"�� a / "5 , • Lei �e w • •rAJP DZSIGN 07 rXi IRRIGATION SYSTSY 1S BA.fiZD ON 66 P.S.I. • ce. � 40 G.P.M. y GENERAL NOTES •LANDSCAPE CONTRACTOR rO INSTALL ALL SLES MG. •A MMIM smuts BoDiss w as #face-SAM--PRs. / -ADJUST HAAD LOCATIONS AS RSQUIRED TO AVOID ZA'1S77NG FIXED -- AM? VALVI BOXZS PZRPZNDIC'ULAR r0 irALLY. wALSS AND CURBS. OSSLWJ •NSTAI.L PIPING KRADS PJIRPUNCULAR rO SLOPZS OF FIMSII GRADS. / a -PLACE FFV (2) VALYSS IN SAYS VALVE BOX !/"N POSSMU -DIS/ •INSS7� hZADS A HXADS YJNFLUSH OF 1• A • Pwm irALLS AND ALs f 8- TITIN. FROM BUILDING FoumurwN. •VIERS Q.C.V. ARE SNOFN ADJACENT W CONIM VALVE, INSTALL AV / VALVE BOX W17W CONTROL VALVE. 113 / v I 0 . e t" ' EXISTING M.L. v i / 311 V • rzi( / \ ,a TIE' INTO ZXISTIIVG Y.L. 117TH f 1 L'" PVt; 1 ✓ / ( STUB OU'' PROVIDE f f,/i" PVC ISOLATION � AL .ALVE 1'0 CONTROL VALVAC / - - • mom EXISTING MAINLINE - VrRU'Y SIZE AND CONDMON OREGON 0 ��pE Age �`! \ 0 SW n.riallw..Pqm ivm.Aidla•ail e K POINT OF CONNECTION �s REQ.) TM• Pend ll•kw••MW••M.M• 1\ ��sn�►oftm Aen rdAMM sic 9wdw@w Pw"m Anbbfttw o PC vwdo wN lowIliad'MW"M I%k .. �Ildl wwa bs;.@ Jo i whWe«In pot fw my sow wabowl NM W90"wwMlnr om d w.ywlww.�r u,wwn Air•K ISSUED/REVISED DATE / / / 0 / MATCHLIt�� _•� � ._..—•� - -- --..� ._- -- - --- - -• - - -- - - - - - - - - - •- - - - ------ ------ -- ----� ORIGINAE.ISSUE DATE 04.04.07 DRAM 8Y oonm CH['M 8r bb IRRIGATION PLAN BEIGHLEY & ASSOCTATES UNC. r ■ IN a N LANDSCAPE ARCHICPSCTUTRS AND PLANNING 18840 N.A. Cornell Road, PorUand, Oregon 07880 (603) 643-4700 FAX (603) 048-4v98 Job/: 0664 L27of �bIRRIGATION PLAN - 2°'- Permit Documents 4 WON.-, ON �b!xc yy • v {�N f'Y , pg� iT� ?!wp'la+dr►.t'f ,wn„.,._:. ,.-_ - .,w i'�air,«nia.o��'"' rt,! . .. _ ., .. r+a•�er•r•a,+iYr+x4� 4 '" a_• 1 �'��Iyy... .,rA' ^- �i. .i. ,� - -1,1 r .Wy "i y. „ I�T • t.r I T T T f 1 ts. .r:'tv' •!•,. xi.'r`,.+:, 7 ., t '.:.f. rAj. Al >•.t�„ ,.t .If.,,t �r � :e�.�`o''�+h f. .•,> Ir, :��• It.:..4 +(� ',! .gtd(`'�7,'. '��:y[�,,Ef.Y.+;4:..:a,x:. -'+ ,t{�. • ,1.ry yS y, R� t --_- _� __. - 'M..�.I�rrrwl.w w.�..i�t-s»rS.-r..nw.alwR.!•„hurynew., .. mrr..r,-w...•.+6�:kAr:.''rr.='".i•n..x.•....r..n+M►�...11►- .n+ww+rr.+few..-::••+..aw•tw.w+.w.:�•..,w',we..we•",..w•...!•'a++rr•ts.Y',y,:.aa..ra*.+M+^.r+lt•,Dee:uy.... .J,.cs^_-crrYv,YrIli+Y+uilrr+.+..weK.ew�,•�e:c.rnw. .e•N. .'•f1111r'...r.,IM•Wrw^....w+•-,.,.TL,,,M.y,:•• ',,,� .• ..• . r '. -._:'«.+. - - . _ ,,, ryw+.IR� 1•.Q.w,'!.q.••,-.!s •• .:.am.•w.t44!i...�•.G•.. .....a^r'a:,:e,..sw,s'..as.�n.�r.i+:_^•!!M1►rl-.. .,,m«waaM.• ,.. ..�,:.,.,.n..,-..._..W"M`Mywr•w.unwirrw,asM, nMhw..iw wnnayA.••jt 7 '( } 'S 'µa. Y;, {: 5 ;1 f Y �w IRF CATION SPECIFICATIONS e r r s• r r r M r r r r r r s• .s•. r r sf r r r r r ' �. r i r �. r .r ..r r MATMX WlX s•r �r r r r �r r r s• f•a r r r y r r f• r r .� r r r r .s .� r s• r r r r �. q r r .�. r r r r r r r r ver r r w r o r r r s• s w w s• r �. .� r �a o � / - 1. LANDSCAPE CONTRhCTOR: The Landscape Contractor must hove an Oregon Landscape Contractor's license; business license and show proof of being able EXIS111VG L O to *score a performance bond In the State of Oregon. Obtain and pay for ` \ 7__/ any licenses, permits and Inspections requires, by the local governing agencies and utl!ity companies � 2. DESIGN AND PLAN: The layout of the Irrigation system Is schematic. Actual placement may vary slightly as required to achieve full even head to head coverage. / 3. VEMICATiON OF DIMENSIONS: Before proceeding with the fnstr_Ilotion of any section or unit of the Irrigation system, �" Contractor ahal! shack enol .,a. .-•• verify the con•efatiom between ground measurements and the drawings �� 4, PROTECTiON OF t1NFINISHFn WORK: Provide protection at all tim•is ample � W 0'' to keep rock, dirt, gravel, debris and all other foreign materials from entering piping, valves and other Irrigation equipment. �� 3 LU .. 'S. �j�Qj��TAL CONDITIONS_ In freezing weather, do no solvent welding • Lill of PVC pipe. In rainy weather, do solvent welding of PVC pipe only �... 0 under cover. ` C- j rel 6. unuTl S: Protect active utilities encountered; notify persons owning � some, Verify locations with General Contractor. „Q ; 7. [` ARAN F: Guarantee the Irrigation system, or any part thereof, against / defective material and workmanship for one year from the date of / acceptance. Correct the some during one-year period often final .-4ccaptonce L� ,. without expense to Owner. Include complete restoration of all domayed planting, paving or other Improvements of any kind. CIM 4" a. RODUCISe A. GENERAL: Mater lels and equipment shall be new on•f of brands and / types as shown on the Drawings. Automatic Controller �n�+ l:utomotie w QC Control Valves to be by some manufacturer. � �° LLi � V �, WORKiNANSHII•': `� � � A. Highest quality in all respects by competent workmen skilled at their •� trade. � t� :1111- B. Installation of all materials and equipment shall be In strlct � / 3/4• accordance with manufacturer's written specifications and m recommendations, local and state codes. / t0. EXC_VA31 AND 13ACKFIL A. Pipe ..;has straight, or "snaked" slightly, allowing for expansion � one .traction of PVC pipe. " W 0. All... for cover depths as follows: All pipe to be 12 min. depth for W / laterals and 18" min, depth for mainline. e C. 3ockflll any excess excavation with suitable material free of rock. PUL Irl 18 CONTROL / I D. Bottom of trencher, shall be smooth and free of rocks and other �� •• PULS � � / ` objects that may damage pipe. Allow for adequate slope to drain tP1 NTH 14 GA. COMMON MITRE M / � system. NI1LOr n / E. Pressure teat mainline for one hour before proceeding with backfill LiJ operat oii. 7 1 \V F. Backfill to finish grade, p y lace backfill careful) around and over � � S / ppiping, removing rock or other material that may damage pipe; wet and �� r 3 toed peearth In layers not over F" thick until thoroughly compacted and TAP OQSTfNG M.L. VERIFY II C14 a SIZE AND COfDli1ON / 1 1/2• . PROVIDE A INSTALL 1 1/2' / 11. INSTALLATION:_ PVC 191JI.Al1aN y�vE � i 102 V � A. Control valves and Backflow Device: Provide as shown on pion. � s ` Provide Valve Boxes with Docking fids as required. Valves and / ` \ Controller of same manufacturer. Bockflow Device to most requirements of Local Governing Body for backflow prevention. / _ J (Verify). System to be installed as designed; any changes to be approved / in advance by the Landscape Architect. B. Manual Drain VoAs �: Install on mainline to Broin entire system. / (Show on "Record Drawings"). C. Set Valve Boxes perpendicular to building galls, curbs or sidewalks. ALID. Sprinkler Heads: I / 1. Install sprinkler heads of types, sizes and coverage called for In the Drawings. Head Key, at locations shown as indicated on 2. Install heads on adjustable risers unless otherwise noted, set / 1 f 2"/ adjacent to curbs, walks, and wails, flush with finish grade. Allow for mulch depth as specified in planting areas. i. E. Pipe: 1. Lay pipe in accordance with best practice substantially supported •�+. at all points and "snaked" slightly allowing for expansion and contraction. 2. PVC Pipe Joints, solvent welded except as indicated. Cut pipe " square, deburr, wipe from the surface all saw chips, dust, dirt moisture and all oreign matter which may contaminate the 1" cemented joint. Apply primer and solvent cement, make joints In accordance with manufacturer's recommendations. y 3. Provide a leak resistant joint with freedom of movement at all 311 swing and/or swivel joints. 4. Use -Teflon thread sealant tope at ail threaded �ointo. 5. C.I. Piping. Clean out threads of standard long hs not more than _ two (2) threads showing at joints. 6. Prior to backfilling, notffy Landscape Architect for inspection. F. Control Wiring: OREGON 1. Loy in trench under branch lines when practical, for maximum ,� protection. Use wire sizing chart published by manufacturer of Control Valve used. 14 GA. required. • P.E 2. Wrap wires at 10' intervals.. Provide 24" of slack at Control Valves. We splices to be done in valve boxes - Shown on 'Record Drawings'. e 800E a/dNNr/'w/"ws Ib�dAlaeaw+K 3. Elec. connectors: Scotch-Lock Sealing Pack or 3M dby splice Tkb «.r e.0 wow MW deftm wwom connectors. gyp';-M +O.pl. room A�n PC 12. FLUSHING AND TESTING: Ww,N � � �..,sl.�..r.ry w.r oMw nraw�.rshu. A. Flush mainline before installing control valves. Thoroughly flush r�r.rw..�, *Woo. "*dee m«o entire system before testing and Installation of sprinkler hoods. ��1 1-wean�� IRRIGATION DETAILS B. Test all piping, valves, joints and fittings at full pressure from .rs+rdnWI*r%VMAr�+K• the main source of supply for no: leas than one hour before inspection prior to backfilling. C. Make watertight under tAst and Immediately correct any and all leaks ISSUED/REVISED DATE or defects found and re-test. D. Contractor shall have backflow device tested and cert!fled prior to final inrpe:ction and again at the end of the guarantee period. Copy of certificate to be sent to the owner and a copy to the YiN 4 ON MARE Landscape Architect. ELECTRIC CONTROL VALVE i3, Adjust and balance irrigation sytitem to provide uniform an complete coverage of planting and turf areas. TYPICAL sTAN0Af20 VALVEBOX EXTENSION FINISH GRAM 14. � u�. Keep premises reasonably free from accumulation of debris. On com'-pTi{lon of each division of work, remove all debris, vulpment and MNISM GRADE POP-UP SPRINKLER BODY surplus materials and leave premises In a neat and orderly fashion. W/ NO7.ZLE AS SPECIFIED FWGLASS VALVE BOX W LOCKING LID 10" ROUND FIBERGLASS VALVE WX g g MIN. 1 CU. r r. WASHED GRAVEL SUMP 1 2 BARBED ELL FITTING W MARLEX 1S. Duran first r guarantee period shut down gaol winterize r / » / sysem no later than November 1st. Activate system M Spring, no later p�pGIl�lAl ISSUE DATE x1.09.01' �:�OLATiON VALVE BRASS W/_SCH. 00 STREET ELL than May 15th and balance for coverage. Provide Owner before final PVC FITTINGS )payment with Record Drawings of Irrigation system showing droit. valve DRAWN BY anon CHECKED 0r Ik b/4Ydxil!" COYPOSIlE DEc� � •� materials used�ther revisions, including product information on all 1/2 POLY FLEX PIPE - 1d MIN., 24 MAX. I RRIGATlON UNDER BOTH CORNERS • NO. 5 REBAR ANCHORS 1/2* BARBED ELL FITTING PLAN P.V.C. ON ON SQL. Of VALVE ;"�':: _ :?:. THRUST BLOCK _ P.V.C. MAINLINE AS NOTED R.V.C. LATERAL UNE AS NOTED BEIG�ILEY & ASSOCIATES INC. DO NOT USE SIDE INLET 0 M L&NDSC"E ARCHITECTURE AND PLANNINGI CONTROL VALVE BOX W EXTENSION DETAIL ISOLATION / GATE VALVE DETAIL POLY FLEX RISER DETAIL 1800 SERIES OILY 1 040 N.W. Cornell Road, Portland, Oregon.97229 mmw�w ! (BRAS) (503) A49-47'44 FAX (609) 649-47SO JOB/. 0654 rN13 (PVC 1MTH APPROVAL) NTS NTfIIM3 o OT 02v 1 IRRIGATION PLAN___ 1' - 2°'-°' Permit Documents ^ MAN UIT T. !W&I 11 not, i, Lill 0 „. y..: --.::, ;• • :. .. ... ,.n *rx":C:i!ci217?l101�A•.$F7FA'R�" YYf!M'FAd9.S "i!.'✓ -.W:r�.�, / .. • . :.. .ry •r. 4� fk•'.:�'' ,...an vh:r. .nY: , .. .. ,. 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