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9835 SW MCKENZIE PLACE-1 , ... ,.. . ♦ .jt .. ,. ,.... a m : -..::'. ..,. . .�.: .. :,,. : .. i . .,.•: �. .. ,a". ...' .. .,• ..s'. ._, ., ,R•Jl ul, .P ... .,, .. ,w,.. ;.ti,•>'� a.' ro ,:.... 5 ..:..ah.-..rt I �, f ,..,., . ..,,x :. �...+. Ln. t:. • S A�yI-.-'�. 1�.: .. 4 I 'm5 rr `r�„.,. �y1� .:.:.,i,�.va :i�...•, ,Ai tilts,. SC.. (� •.e. ''% �.��,, IT`, x?. u� �kti�.:, :, , '.�9iuc ''vu`�ia A�+,-� bw'�` •''".`•' �,� •k=.V�; .'�., `'��S _�.�•.•—•-x-.... _._... ..__._...- __.- - --_e-. _-_-. •—r-Y s Y—,r - — , rte, • r •r !� c•• 14 Iwo a off ••• • O _ • • • • « \ • • • • • • • r �\ \ \ \ Z f s • 1• • • • • / / • • • • • • v } 1 - us�.r�• _ \ \ C� \ \ , ` Z •• •• ••. •.. CONTRACTOR SHALL POTHOLE 'TO VERIFY LOCATION OF ALL < t° x ' •r. S. + .�. I • • • \ UNDERGROUND UTILITIES PRIOR TO COMMENC I NC COEDS.RUCT I .No.o pP •. + •� ' •r•-• » • ” _1 .� -»�_. . .. w.- .._. .._�,.. _. •\-- ___f.�j ._..- _ _ .___ ..- — __"�"'T'i •• ••• as: • . U,TA " INC. 72-HOURS AND SHALL PROVIDE: lIESTLAKB CON5 ,• ••• •» - _ =-� `- : : •:• : �� �\ NOTICE OF ANY POTENTIAL CONFLICTS. ._r J .fa U AIJ T I QN: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED ►.• 00 • l \ BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET x t FORTH IN OAR 952-001 -0010 THROUGH OAR 952-001-0090. YOU MAY mm OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. NOTE: THE tY WOOD FLOCK ELEV 170.3 I • - ' ' L U TELEPHC NE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS o0 (503) 232- 1987). . :i" CONCRETE SLAB •, z; ', 'I I � I I �' � UT I L I TY STATEMENT f THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD < a ._�_-; =...._ ' P __-.- •, ,._�,-- ' --_.;_ ,� i ' ' ' DRAWINGS PRGV I DED BY THE RESPECT 1 VE UT!L I TY AGENCIES. LOCATION OF NON-OBSERVABLC AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR 6" CRUSHLJ ROCK \ . , I INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE (ELEV 69.18 � �,'' - • _ � , �. ��' I I .• �•• � t�Yia,C,��t+:f T ``•':if+t: ._��1,I �- I�a �' + •�' ea ., " •r' + [^ a N �• � � __- ..J � � S �, '• �i :. ,.i�I - _. � � .-ice om 4" PERFORATED 1 I I ©wo -��. . rn SCH 80 PVC PIPE- ?�'� - ~ ; �i -I _._ J �' ° �� I vi O �r< IE 168.80 (AT END OF PIPE) vi 'I 8" x 8" x 4" TEE 8" STORM DRAIN _ VC ASTM 3034 - FLOW ELEV - 165.72 L 170 LF, S = 0.5% 3/4" DRAIN ROCK ,. _„ r �a t> INSTALL BACKWATER l IE 168.24 Li VALVE j \ AT TEE 12" i : I , �� \ 4" PVC PERF PIPE CLE HNOUT _ SCHEDULE 80 I j u FLOWLINE - 166.35 45' BEND-/ .-. C) Q R r' -� ��'` 4" PVC PERF PIPEEE -2 -- x 0 1 _' SCHEDULE 8 0 DETAIL 1 I RYT•' � � �/' i -` �_' ' .�� _ •• � �.'. •' - ~ \, ; ��• LENGTH AS REQUIRED IE 165.83 VO 7 AT BLDG WALLI NTS I } °d INSTALL (2) T5' BENDS SEE DETAIL 2 �1 --ALIGNED VERTICALLY 45' BEN SEE DETAIL 3 - 4 PVC PERF PIPE U " SCHEDULE 80 i - - - 4 PVC TEE IE = 168.24 w 'NSTALL 190 LF 4" SCH 80 PVC \ \ ElD 'ERFORATED PIPE - S — 0.3i�s _rc DETAIL 3 �a •� INSTALL 175 LF 4 3CH 80 PVC NTS i 10'' ERFORATED PIPE' '�• t S - 0.3% C ELEV 17C.3 � \O �`�`�••/\ ... _ ...\ IE = 168.7 `� �( ' � - �� �\ -..... E = 168. 9 � ��� oft \ \ ' / // �� 5" CONCRETE SLAB - j/- // � E - 168.55 _ • `�� � o IE - 168.80-\ 00 let SE TkIL ELEV 168.8 Y \ 0 ����./:- ,�, `�•� el moo FOOTING N '. • +� 111? I�=moi ✓ F. CN ELEV 16 7.8 ' a" zo 5;rx CIO 175 `ti ;•' REVISIT-NIS 4 PERFORATED SCH 80 PVC PIPES ��` ``� • ' r FLOW LINE 165.83 x -' 3/4" DRAIN ROCK-// 1_4 „ a¢i — __ 10 0�` `iTY QF TIG,' SET DATE: 03/05/03__ x �� -Sl (�0 4�2Prc,'��+li4•f w1.6.7't�}.._-55. ... >< FILE: 109509MU1.DWG DETAIL 2 uX ��' � '�� :>r u111;r tril� w As esc ibed In. .. DDB: 1095--009 ,ndIllwi, ll'f APPrnved 00) 0 1� 0 PV-VAIT Nc;. Q� _Qo49c (Nin NTS U �f�! S:+e at�t; to: �nHnw....... DWN: CNH CHK: KAS GRAPHIC." SCALE X Mill) 20 0 10 20 +0 so 00 cv, O M::kt!nlie Sh 9835 IN '�ET PI_M2003.00096 41 1 Bch i 20 rt , ur PERMIT SET C20F SHEETS NOTICE- IF THE PRINT OR TYPE ON ANY II ! � � I ' ' I � I � I � IIS � I � � I � � i ill ' I � IIS 1 II11111 111 111IIIt 111 111 t I ' Ilt III Ilt IIIIIII IIs III I I III III II ! t11 III IIII111 I I ! II III IIIIIII III III 1111111 111 III Illi t arl �jpt� CLEAR AS THIS NOTICE, - - L-11 I - I-Z� 141 CilI-$I I 10 I 11 I 1� I c.I„ / IMAGE IS r;�TASC - � -_ l/ ITIS DUE TO THE (QUALITY OF THE No 38 �' _ m ' ORIGINAL DOCUMENT 1 i ---- ZJ 1 8Z 8Z LZ 9Z Z 6Z BZ Z IZ OZ tai 8t Li 9t 9I 6lt Et Tg, to1�11111111�1►1111111 II I r IIIII Illllllll�llll�.l lllllllll 11111ll111ll 111 I 111.1 IIII I� IIIIIIIIII��I Il I NII . . . . ; •.• .. APO 1fief DRANNG INDEX: SANCS COVER SHEET AND PR-;.JEC,r INFORMATIONLS LIFE SAFETY PLANSTAN , OREGON . SURYEY rf, 1949 t1�+11;i.l lc{tc ''lt'�si :ttii+tV}V1}st , ti{tt•i '. f '''11'+ti;+tlttt;t is?;t§i+t}t ••• ••• • " `• • • j}11l'�t'}} fill tit lVYss {JCITY F TIC- App i • • • • • � ; • ; r,+'y TOPOGRAPHIC SURVEY i.l+7,•,cGS lit+.}s•S;,i,3S:'i y R �VtFVi t ttl`lSftq�i;¢:t"it {1n fiCj, l R. J. Y.+ • s:« • • ♦: i•• i ft r- O ��•1ti:�j;}fsV•i.ss1':�}d?i�.; "-'1:�: .r�f)a�iy �r0i Apt i '... ........ ...... . .( �. CIVL Utl;�}i}f ti:if;}ff,ttt:s 3( C'''Iy ;h'; Woi k aF; t411 jt,tl ; tVtlttff','};Yt+i;}�i+l` FIC Fi`0IT ftJC� desCribi d tri: j Si`t ii ['sshii xSii:: t :_ ' ���'1 .�Q Q• C1 PRELIMINARY GRADING PLAN ti +.. See Letter ` liit','�'�'�•ul S e to: Fctll�yw..,.. .... � C2 PV'iELIMINAFlV UTILffY PLAN �- Q G3 DETAIL SHEET i ` Attach...................... . . .. . Job .Address: �6f /rj� ' J C4 DETAIL SHEET N -----.,Date: moi',.- C5 DETAIL SHEET w L1.Ui LANDSCAPE PLAN U AROWE A1.01 CAMPUS & ZONING SITE PLAN ~ t lit s int\fit+``lti}"cif\1l tti r v �+ }t',,1�, t �.1���1 �''• , ' :cif A1.02 DEMOLITION SITE PLAN O r ' Vt}` t 1ls' ll ;,{lilt;i tit: 1�fti Vttilii} U ,a�`` � t , '•;ititil.i;,;l��i+ , A1.03 ARGHITFCTUDIAL SITE PLAN o 04 A1.04 ENLARGED SITE PLAN all ,,,,, .•,, A1.05 SPIE DETAILS JILo �. 10-1 C�YN{NASIUNA � w a - -- -- - A2.01 FLOOR PLAN �., $ H A2.02 ROOF PLAN < j C H U C A3.01 BUILDING ELEVATIONS A3.02 BUILDING SECTIONS U A3,03 WALL SECTIONS 0 A3.04 WALL SECTIONS •�� A4.01 NOT USED �' cn N A5.01 NOT USED PHASE I A A6.01 WTERIOR ELEVATIONS r A7.01 NOT USED A11.01 REFLECTED CEILING PLAN A9,01 FINISH FLOOR PLAN A9.02 SPORTS FLOOR STRIPING PLAN V 1 MIDDLE SCHOOL A2.ta1 DEMOLITION FLOOR PLAN ►-� o AEEREVIAMONS NERAL NOTES: f-- _ t*I CHANICA CALt- T � A2.02 FLOOR PLAN o 0 A3.01 BUILDING ELEVATIONS AND WALL SECTIONS � o GE PROJE .�T DESCr'IPTiON: E L CLEC R CAL � FRP Fiberglass Reinforced Panel PT Point A4.01 NOT USED O AB Anchor Bolt FRT Fire Retardant Treated PT Pressure Treated 1, IONTRACTOR SPALL COORDINATE ALL WCRK PERFORMANCE SPECS: � A5.01 NOT USED ACT Acoustical FPRF Fireproof P1 Postrtension PROJECT CONSISTS OF: A6.01 INTEMOR ELEVATIONS ACT Acoustical Clg. Tile FS Full sae, Stale PTD Paper Towel Dispenser WITH OWNER. COORDINATE AN`r" INTERRUPTION _ - -- - ----- ------ MKE AC Asphaltic Concrete FT Foot or Feet PTD/R Paper Towel Disp &. Recept OF t'".:RVICES &UGI-1 AS MECHANICAL, PLUMBING, 9900 SW HALL QI .VD. A6.02 It'd I MOR ELEVATIONS AD Arca Drain FTG Footing PTR Partition I. NEW G i-MNASIUM. ONE STORY, 12,205 SF FOOTPRINT, TT-F=E I I 1-POUR, ADJ Adjust, Adjustable FURR Furring PTR Paper Towel Receptacle OR ELECTRICAL WITH THE OWNER; CC'NFORM 70 � � A6.03 iNTlER10R ELEVATIONS 0,61 AFF Above Finish Floor ruT Future PWD Plywood CONCRETE TILT-UP AND STRUCTURAL STEEL STUD WALLS OPEN WEB STEEL PHBARD, OREGON 3722 ncG Aggregate y ALL THE WORK 4 SHUTDOWN NOTICE � PHONE: (503) 892 - 1188 A7.01 NOT USED, AL Aluminum GA Gauge QT Ouor Tile TRUSSES, NUN-SPRINKLEi�ED. e Ai3.01 REFLECTED CEILING PLAN / APPROX Approximately GALV Galvanized y PROCEDURES OF THE OWNER. VERIFY SCHEDULE FAX: (50- > X59-9029 ARCH Architectural GB Grob Bor R Riser(s) A9.01 FINISH FLOOR PLAN d ASPH Asphalt GD Garbo a Disposal R Radius REQUIREMENT S. MECH. EN yINEER: RiCK DUSA AWP Acoustical Wall Panel GI Galvanized Iron RAD Radius 2. MIDDLE SCHOOL ADDITION/REMODEL ONE STORY 12,071 SF FOOTPRINT RICKDel"IKE - 1NC.COM w 2. ORIGINAL CONSTRUCTION DOCUMENT DRAWING5 DETAILS '� GL class RB Rubber Base 220 SF NEW ADDITION, TYPE V-N, WOOD FRAME, ELEC. ENGINEER: MARK GARRAND HC Bolcom of Curb GLU-LAM Glu-Laminated RD Root Drain iNCLl.ip IPG � BI) Board GND Ground RCF Reference FOR EXISTING MIGL�LE SCHOOL SPALL BE A10.01 WALL TYPES • BL Bituminous GR Grade RLIN Refrigerator REVIEWED AND VERIFIED PRIOR TO BID AND NON-SPRINKLERED. 1r1ARKGeMKE - INC.COM A10.02 INTERIOR DETAILS BL Blinds GWB Gypsum Wallboard RUNE Reinforced A10.03 SUILD14G DETAILS BLDG Building GYP Water Resistant RES Requirements 45 REQUIRED DURING CONSTRUCTION. C II II I I I [3LK Block GYP Gypsum RES Resilient � MGC 1�1. D���GN � Bl�l i L D_ A10.04 BUILDING DETAILS l3l_KG Blocking RM Room ,. SITE DEVELOPMENT. �-I,,a012� SF AREA OF I,UORK, INGLUDINL. TREE BM Boom HC Hose Bibb RO Rough Opening 3. CONTRACTOR AND ALL. SUBCONTRACTORS, MITIGATION, STREET TREES, LANDSCAPING, IRRIGATION, VE��ICLE ARROW MECHANICAL GO. A10.05 BUILDING DETAILS BOT/BTM Bottom HC Hollow core VENDORS 4 PERSONNEL ARE NOT TO ENGAGE 13W Bottom of Woll HCP Hoiiow Core Plank S Stain HDwE Hardware Sc Solid Core DRIVE/LOADING, BICYCLE PARKING, PLUS STORM WATER DETENTION AND 10. 30 SW TUALATIN RD. ` CAB Cabinet HM Hollow Metal SCD Seat Cover Dispenser SCHOOL $ CHURCH PERSONNEL, STAFF OR ,- STRUM Co calci, Basin HORIZ Horizontal SCHFD Schedule CHILDREN AT ANY TIME. FiLTt`'�ATION AND STREET TREES OUTPERWISE OUTSIDE ARE OF WORK. TUALATIN, OREGON 9 :O�o� CFM Cement HR Hour SCONC Sealed Concrete PHONE: (503) 032 - 1505 SOD STRUCTURAL (NOTES & SPECIAL INSPECTIONS GFGI Contractor Furnished, HT Height SE Soap Dispenser CONTRACTOR IS TO KEEP ALL CONSTRUCTION Contractor Installed SECT Section 4. REPLACE I-PHASE OVERHEAD ELEC. POWER ON SW MCKENZIE W/ 3-PHASE. FAX: X503) Eg1 - 187g GYMNASIUM CI Cast Iron ID Inside Diameter (Olin.) SF Square Feet CIP cast In Place IJ Isolation Joint S.GL. Safety Glass MATERIAL AND EQUIPMENT COMPLETEL �" CONTACT: ART SGHAGHER CJ Control Joint IN Inches) SH Shelf SECURED AND OUT OF THE REACH OF ALL ARROWI-IECNANIGAL�EARTN;.-INK.COM S1.01 FOUNDATIOf1 PLAN CLG Ceiling INSUL Insulation SHG Sheathing A. DESIGN B�' PGE 51.02 FOUNDATION DETAILS CLO closer INT Interior SHR Shower CHILDREIN WHILE 5GHOOL 15 IN SESSION, CLR Clear i SHT Sheet B. WORK IN RIGHT-OF-U.JA`t" TO DE B1' PGE. VERIFI'. ELEC, DESIGN - �UiLD: S2.01 ROOF FRAMING PLAN CMU Conn. Masonry units JT Janitor SIM Similar 5, NO SMOKING IS ALLOWED ON SCHOOL C. COORDINATE WITH SITE DE\/ELCFI-1IzNT. S2,02 ROOFFRAMIN4DETAm_S CNfR Counter � JT Joint SND Sanitary Napkin Dispenser �- CO Concrete Opening SNR Sonitar Na kin Receptacle BOC.HOFNER ELECTkIC INS.. p g v p r PROPS f�T _ _ � 52.03 ROOF FRAMINq UFTAGi_S I COL Column KD Kiln Dried SOG Slab on Grade �� Si= MAIN ST. CONC Concrete KDN Knock Down Su Square � � S3.01 TILT-UP PANEL DET.'aILS ! GOND Condition KIT Kitchen SS Service Sink EXISTING ST. ✓INCENT DE PAUL TO BE DEMOLISHED. NEW ST. /INCENT DE PORTLAND OR 9214-334h CONSTP. Construction SS Solid Surface CONT ContinauS LAV Lavatory SSTL Stainless Steel PAUL OUTSIDE AREA OF WORK 4 NOT INCLUDED IN THiS CONTRACT. PHONE: (503) 233-200e, MIDDLE SCHOOL CORP Contractor LTR Locker ST Stone FAX: ('503 233-?9103 S1.01 FOUNDATION PLAN AND DETAILS CORK Corridor L7 Light STCONC Stained Concrete CPT Carpet LI Linoleum Tile STD Standard CONTACT: BOB BOCPOFNER S2.01 ROOF FRAMING PLAN AND DETAILS CT Ceramic Tile STL Steel CTR Center MACH Machine STOR Storage CI SK Countersink MB "+lochina Bolt SIRE Structural ROBERT.BOCNC;�=PER MtCHANICAL MH Manhole SV Sheet Vinyl DEFERRED SUBMITTALS: PROJECT TEAM: DBL Double MFR Manufacturer S&V Stain and Varnish C I V i M-1 GYMNiASVUM FLOOR PLAN DEPT De artment MO Mogonr p ) Opening S'fM Symmetrical ULT Detail MAX Maximum SYS System 02810 - LANDSCAPE SPRINKLER OWNER- WESTLAKE COi�,5ULT4NTs, M-z HVAC SCHEDULES � DETAILS D1- Drinking Fountain MEGH Mechanical - - M-3 MIDDLE SCHOOL FLOOR PLAN DI/, Diameter MG Medicine Cabinet T Tile S1"STEM ST. ANTHONI 'S SCHOOL 4 CHURCH INC. 1511 SW SEOUOIA DIM Dimension IdUO Medium Density Overlay T lroarls �Cti�N�A� DISI' Disposal (Garbage) MEMO Membrane TC Top of Curb _ 9905 SW MCKENZIE ST. PARKWAi' SUITE 150 DN Down MLT Metal TEL Telephone 034-10 - TILT-UP PRE CAS 3 -� d O UR Door MIN Minimum T&G Tongue and Groove TIt�ARC, OR. `�-12�J TIGARD, c..-RECON 9-122 El SITE LIGHTING, POWER, TELEPHONE, dr CABLE TV DS Downspout MISC Miscellnneous THK Thick UW Dishwasher MTD Mounted TLT Toilet CONCRETE PHONE: (503) G�39-41-19 PP ONE: ( 503)(o 84�-0(o 52 E2 GYM LIGHTING PLAN r ` DWG Drawing MUL Mullion TPD Toilet Pope► Dispenser E3 MiDDLE SCHOOL L1011ING PLAIN V DWR Drawer NOM Nominal TP Top of Pavement t CONTACT: FR. LESLIE SIECz FAX: (503)ro24-015-1 E4 GYM POWER PLAN TPL Top of Plate 105120 - OPEN WEB STEEL CIVIL ENGINEER : BERNARD SMITE-i E5 MIDDLE SCHOOL POWER PLAN E East rJ North TS Tube Steel ` ' EA Loch NIC Not in Contract TV Television TRUSSES ARCHITECT: EIFS Exterior Insulation & NiS Not to Scale TW Top of Wall 5E RN ARD!"a 5M IT" Finish System NO Number TYP Typical ANKROM MOISAN vWE5TLAKECON5ULT•4N 1 S.COM EJ Expansion Joint EI- Elevation CA overall UNF Unfinished Oro 114 - WOOD I JOISTS ASSOCIATED 4RCHiTECT:3 P2.01 PLUMENNG FLAN GYMNASIUM ELEC Electrical OBS Obscure LION Unlegs Otherwise Noted c LI_CV Elevator OC On Center UR llr;nal 6120 SW MACADAM, LANDSCAPE : P2.02 PLUMUNGr PLAN - MIDDLE SCHOOL L5 Each Side OD outside D reinter (Dim.) 00180 - GLUE LAMINATED SUITE 100 OTTEN 4 ASSOCIATES. INC. LMER Emergency OD Overflow Drain VCT Vinyl Composition Tile FNCL Enclosure OFC( Owner Furnished, VEST Vestibule Y I C I I�i i TT' MAP: 1.0 Equal Contractor Installed VFY Verify CO'.�STRUCTION PORTLAND, OREGON 9-1219 P. O. BOX 213 L(] Equipment UF01 Owner Furnished, VC Vertical Grain PHONE: C5m3�24'5--1100 REVISIONS [WC Electric Water Cooler Owner Installed VWC Vinyl Wall Covering BE A V E R'TON, OREGON 9-10-15 _ EXIST Existinq OH Opposite Hand -- - Expo Epa9sidOn oiFrPfG o°Opi)osi�e w wt � 078410 - FIRE STOPPING 1= 1X: (503)245- 710 �, ��4�Srv�ro ,�, ;to►► `�afic3lt117cxlttit a� ....... . .� �. "d� .. . . o r _ Exr Ex error oz n PHONE ,.103 0 Ounce wit woad Base 1 AX: 503> h41- ©`�� 1, I' t a rfit f1 Y-w. ,f 1 !,w ;i,�,� , Wf; Wollcoverin � g 08400 - ENTRANCES 4 PARTNER IN CPARGE: LANDSC ,f ARCHITECT:: na . x. C+� c, �, [A fire Almrn f Paint WC: Woler Closet r• � � Sw T rd cat � ! � Ft3 Flat Bar PAR1110 Particle Doard wo wood STOREFRONTS TOM MOISAN JANET 07 TEN r ,'M.,: ..., ' ,»,.� ' �° ,,�« ► OTTEN�SPIRETEr'H.COM 7 r PERF Perforated WLTW Window M•M• FD Floor Groin '�� � 1 � � � r° FUN Foundation PIP Poured In Pince WII Woler Heater - - FL Fire Extinguisher Wall Mount P/L Properly Line w/U Without rEc Fire Erlin wisher Gan Pt. date PROJECT 1`1ANAGER: �, 11 .th { I SV Katherin � r +7 9 IMP Waterproof IF Finish Floor PEAS Plaster FFE Finish Floor Elevation PLAN Plastic Laminate W.�C;I Wain r.ot GEOTECNN(CAL : (' ' { �, wf Welr ht DREW ROCKER t , a 4YOc.tfi 'd Park.. 1 `iRrd FEIN Factory Finish POLY Polyurethane WWF Woven Wire Fuhric FHC Fie Hose Cabinet PR Power Pole �.'° ,Q '«" • ` [-it Flat Head PP DREWR�AMAA.COM , FIN Finish PRCST Precast (0032 NORTH CUTTER ! '� `1 � .� 1 R , ! �w Errol r FIxT Fixture PREF If Prefinished PORTLAND OREGON 9-12e l I i r ti i{' rL Floor & Arid INTERIOR EDESIGNER: ) �,nn4r ,.L,. A' y pe r Vit, <<� 07�'�C r> FOC race of Concrete ® At PHONE: ��03,289- 1-18 a,, ~.�..� . � ' 5 _ FOF face of Finish { Centerline DARLA ESNARD ` ,r41 FOM race of Masonry ti Diameter G�ARLAE�AMAA �'OM FAX: 1503 289- i918 �»:� �i S core S wore Foot FU`" Face of Studs q / q "�'� �, � - I ' > Plate ENGIN RI _ES LANE _ �: r" I... , Fwi1t k' t a� 11 �Tek ,•. ' LE EER: CNA }" I•. 1, ay�.c.� rr) STRUGTUf�'AL ENGINEER: I f IV1 .la � � JIiU 21�G It�.a� - r 1 .�?l,l f�UE�i': CS� ralrhV�n t r., ✓LMK CONS�ULl INC ENCS NI�E:Rs G�tIJN rtaK; JOHNSON LANG' &URVE'r iNG � : 933 5W KEELL) AVENUE . I.'• �.� 1 f IQ185 SW POODVIEW UR. tw ��Yd� 6t ` w h11C L70 Id ut F�C?RTl_AND, OREC-tON 9-120) �.r v... 2 C TIGARD OR. nw�iki� Ct �.. " ..« 1, PHONE: rT c 50�) 2..2 -44a_: �, ww FAX: (3h0) 24'8-9263 (503) G�39--1919 _ ,pq _hilapgwpstc►In�111 ��Cb O_C� I'��I_v_ t�!]1�4h1tQll�gi�al� :. �._ SIaRVE�'ER: ROBERT JOHNSON Mckenzie Sir 9835 CONTACT, JAMES KNAUF-, P.E. � ��� �a PLM2003-00095 CS RSU!<:VE1 �GTE.NET till . AN11-1�:�I1lu S SCI-OOL � (:HURCH ��f ,s J I MK ti L MK.C:OM 9905 SW 4�IC KENZIE ST. o°' CF- CLX. _ TICAtRil�, C?fF . 9ZZ. M:\S--Z\5t.Ar,thor,y\21 1275\cd\ �3 ,•,uxwv,r., ,...:..<. .:;.«.:.Y«w,...k:..,».,. ,�..,nz�m',w.•.n..nr.��« ,. .........,«....«,.•.w.,....,......»w«..�ernw,..rra«,..aww " NOTICE: IFTHE PRINT OR TYPE ON ANY E�I�lif� liiiff illl �lll �tll iil �lll� lll � l 1111111� 111�1 Illl� ll � Ili �lll�lll �l�' flf� f!i� lil �l� ill �ill�ill� lll ( 1111[If ! il [ i 111 �111 �1�1! 111 II ! Ill� lllilll III � I � i�lllll I � )QJ ��L)UL� IMAGE IS NOT AS CLEAR AS THiS NOT'ICF, -- -_-`11 - -- -� - I ----�_- -- - 18� �- 1�I lJ UE U THE QUALITY OF THE _ _ _ rva.3e �j'��_�--'• IT* IS Y.....•.r. .� . ..,, ORIGINAL DOCUMENT - S 81G 8Z L7, 9'L Z fiZ b7G y TZ OZ I 8[ gt GT I 91 9t ibt ST tit tfT I T 6 8 L l 9 4 1r S Z T�i�nw IIII IIiI II!III!I�IIII IIII�iIIi IIID►►II IIII�IIII Illl�llll HII IIII illllllll Illllllil IHI�IIiI IIIIiIIII Illi�illl illl�llil IIiIiIIII iNI�Iiii IIiI�iill Illl�llli.11llllill illl�llllllll[illll ►iIi�I�ilil�illTlllIl 11 l 111 I T �I I Ili ' 11 f til 1111111111111�L[1i11111111111.1��11ll1(L IIII I ,�I . ,1 ) I I \,r � . ~�"'1 ' 163.4'- • , 1 -` L.� I i ISA iN IfJI.. C)I<;1�/1l�.L.'i �::)N h0E OG�� A�'HIC SURVEY I I\(" ' I"I- (`, I/ \ r 1.., (\ Y L_. I-. .�. �16a.3' / _,,1�' . ` • . .. ' 1 •. •• . . / 1i •• •r . r . • Sl1Mf ---••-- , .. .. : CUUE DE SCI711'IIUN h'IM hl-EVAITUN EL. AI')PI2UX, I,E, IN AF)PRQX. I.E. OUT APPRUX, ) � :t, ' ) ' '1' o / � f='OR: AR HL)IOC, ..•..)I.. UI, fl_./;N IN C)I EGON GUI�VF �_ RALIUS I.ENG'fH TANGENT (�--'CFIORp 1 _BE:ARING DEI.1, yA >t,, •✓ .. (JI' I U • • _._._..__G?_ -._-.-_... 'Z-�50 ----__.__ 4.fis ____..___50..44.-.------- 78.:10_ SO?'25 4$'w ?Ta$ 31 p -_______ ___._._ __-._-______.__ _ f3UUK 495, ' ''''''; .. CH--1 CATCH EiASIN 1,1'xt,4'� 179.0' CIL CURB 171.5' 4"+/-- SW 177.8' 12",►•/- NW 177.4' IN THE C'11Y i�F HGARD D PAGE 4! r, /' f �\63.9',c .183.3 �. CF3 2 CATCII E3AEiIN 1.8'x1,4 178.2 ( /I- CUI1D 17Ei.0' 4 +/ - .�W 176.7' 12.' +/- NW 175.9' (1963) 01 12"-I-/-• ST.* 176.1' c)rJ LU 15 ')(�.` 49, 51 , �) ANIS A F'OFZTI()N (�F L.0}T ` ), a 1 ) ) ` ' �_ TAX LUT 1600 1 ° y',. , : 8, •• G0l 3 CATCH (3A51N 1.9'x1.4' 176.!)' CA CURB 175.:5' 4"•+-/- SW 115.7' 12"+/-NW 175.2' L._ h 0 F` L *F• l r I...I N I.�A •I� , '-3, f "k'-, • ` ' _ jw 6 .,••�• ,� , 11"'�/- SF: 1x53' AMF:NDC:I:) PLAT OF NORTH TIGAf�uVII_I L / DDI -ION __...-__._..__ __ __._-._..__ •�•-_-._.__.___ _...- �` A • . 1 , \ ! CI3- 4• CATCH f3A51N 2..1 x1,3' 176.7 C/L CuRH 1 75,'/' 4"+/- SE 176.1' fl�L/ SW 175.3' (_OCA I ED IN I HE NW � �4•, O .:�C C 1.1(79 , T 2S, It1 W, MLINt;_-�_ -nIRECTION DIS'TAN("f: e , -' -- �- A. r �_ r �-_1___._. . _. r�_.._._. 12 \a ���. F-�)� ;�!� \ \ (y,� Cf3- `J CATCH kTA51N 2.3 DIA. 111.4 CENTER 169.7INDETERMINATE NUEfERhAINAIE - - _.. ) ) L.1 939 53 C)0 E 473._J w: S . I I -)N _� _ ._ ___.____ L-I f' ' PPM c c13-6 CATCH r�As1N 2.'1'x1,2' 17.. ' r,/k. cul�F3 171.c1' 10"+/ SIN 171.0' 12"+/ N 171.0' WILL AME. l fl- I IL AN, WA`.-'�I.-IINGI.ON C:OUN I •1', CtREG0I`; J 11 1. ] I Y L-. (_)L.L- I N I-*0I-\M A k.2 .557'39'00"F _-_ 532_.TQ'--- (:kl �, ...0-I,a��u - 1 :. \ L3 _ N45'U4 2? L 9.73 ..._._. , �J .l rt( �� �, w " ,�� . . . ,',.•;.,,> \, ��, \\ 12"+ _ NF:' 171.0' NOVF:Ml3f�ft 2fi 1998 CODE TYPE POLE N0. UNE DIRECTION _«_. �_ . --_--_..__.. P I INT 2006 19$7.. NE, `.iW SF. NW ES44'45'21"1__ .__ ' -__42._._� � � � s'�ry' � � ��x'0 ;"'`(`+' LI3 / CATCH BASIN 1.6 x1.2 111.J /. (,URB 171,1. 2 /- SW 111,1 _ _ ( 4 __ 42.5_5 _ __.`--_- �4 ;�� 5' 8"+ E 1'71 2' I "+ P-1 ,U __ _ __. __ \ PP 2- M AIN 12., 1991 � ` _ LO ___ S a7'39`00E-____ ?5J.2:iT _ ' /' f / i D (; `-•1(•)P - �rr1', ;6�.8 \ (' 3 IN ',3' )I A. 1'72.3' Cf:NTF.R 1119!6' INDETERMINATE INDETERMINATE: F P 3 MAIN NQ k-A©l.L S1, NW _.__ ��;._..__._______..r-.__. / - \ CU fi CATCH FAS 1 l , ,s L8 957'36 4C1 W 195.93 / - . pry. , ` F I -4 JOINT 2007, 1962 SW, NW, SE / J x16z. ' \ CES'-9 CATCH BASIN 2,3'x2.3' 171,1 CENfE.R 161,'1 INUf.'If:I�MINAfF: INDETERMINATE :, PF`- :i MAIN NO LABEL. N[ , SE 19._._.. --- 539'4? Pis W 1511/ __ / s r / 1i: „ \\\•�,\ r. , PP--6 MAIN � 28, 1995 `SE, NW L9 957'47 ?.2 W A71,48 4 / \ ` " R CI3--1U CA roi BASIN 2.7'x1,2 169.2' C./L CURES 165.4' 3"+/- NF" 168.?.' 11"+/- SE 166.2' ----- - -�--Iiw---------r -- , ) "- / ° 1�t.3 \._ 12"+/ NW 166,''.' r'P-7 JOIN #1703, 1995 NESW --___-._-.- -. / i,/ // 111 ,_/ `1 � _-_ -. �,. x tt;i.9 �'. //,' ,, r � 1' t'_ 16 / \ \ \ 3,r� /- SW 1(18, r'P--8 JOINT /Itiol, 1901 NE:, `.iW, Si:, NW / ,•' / a \ y \" , \,� \ .• ,' \'*�~ Cf3-11 CATCH BASIN 2.1 x1.4 168.8' NW EDGE. 165,9' 12 +•/.- SE. 6.8 PP' 9 MAIN `29, 1995 NF, riW � , '� / . ( = y/�'\\ \\\ �\. i Q' `\\ ti \ _ ('U- 12 CATChI fjA`iIN 2.7'x1,2' 164.F,i' C/L CURB 161.5' 3"-I/-- NE 163.7' 12"+/- St 1(11.7' b 11 // .. / \ \ I'. \ \\\ .4' \ 161.7' \tii!. C` , 3"+/- `+W 163.7' PP .•10 JOINT #1363, 1x395 SE, NW -/=-- /, hti '� \, .\ x n 6, „ r r . PP--11 JOINT #1382, 1950 '•;t:, NW Irk /' / / \\ \ '' r \.,\ '\ w, `` . Jr3 �•'' t: `\..._ CB-13 CATCH BASIN '2.7'x1.2 161.1' C/L CURB 158.1' a •I-/-- NN 159.7' 12'+/-- SE 1 )8.1' PP- 12 JOINT 1 381, 199 5 SE, NW, SW 1 / \ * \~•, J' ,�,\ l-i \ y �� /_ r - N r / \ \ 1 `�'-1' 4„� �E 160.1' PP-13 MAIN NO LABEL SW � / // \ \ � �\�`• �D 1` i ' . CB--14 CATCH UASIN 2.1'x14' 160.8' NC EDGE 157.5' 12"+/- SE 15Fi.3' 12"► / SE 162.7' PF'- 14 JUIN I y865, 199"', SE, NW, S / , / / ii \\ \ '"\�: , 1 r,� `` ,�l �,.:.:' / \� tU"+ /- SW 158.3' Fop-•1',,i JOINT #1380, 1(150 SF. NW � _ ss1. / SOFTBALL FIELq '! ) \�f '\ .6 \ \. /--- CB-••15 CATCII DASIN 2..7x2.3 16;3.5 CA CURB 162,2 N/A 10 +/- SW 162.0' F F 1F; JQIN1 �;i8, 19Ei7 NE , .-,W, SC, NW 1�''�~ l `O CB--16 CATCH BASIN 2,7'x1,3 164,0 C L (:ORES 161,6 1U + - JE 161,6 1U + NW 161.4 . r . \ .�,, 161.3' / / /- PP-17 JOINT #39 NW, NC, SW --'f' '� .... d /1. Jt, / �/ \. `.� 16>ra'x 11 �` 1150 Cb--17 CATCH BAYN 2.7'x2.3' 163,3' CIL. CURB 162.4' N/A 10".+/-- ;W 16?_.U' 1'1''•-18 JOINT #8790, 1983 NL, SW, SE, NW � � :/ \ � " v" \\ Al+1__'.!_.\\ \�` GL•1- 1>i CATCH F.TASIN 2.Qx1.1 163 `5' C:CN1(R I`_i9 5 N/A F, -/- NW 162.0 PN-19 JQINi {a1OG, 1Gfi4 5F, NW ..•,-� / * 6?�`'� \\\ \ CI3-19 CATCH BASIN 2,7x2.2 16:9.'1' CENTER 161,7 1O"+/ SE 161,9' 10"+/ NW 161.?' PP-2U IOINi 3 .30, 1991 SE �. ; ;/ ��. :',� �, x1s1.s' 1:1' �~ 1(1 + /- NF' 161.8 #. 767. ..._-_. - l ! "__l •-F:DGL' Of „ 6, / ,`-- ---' \ r-1- - \ \`�� \ ,\ )j0. CH-20 CATCH FiASIN 2.CI x1,-1 163,9' CENIER 159.6' N/A 12 +/- NW 162,1 PP-11 MAIN NO LABEL NW s. \ \ Gr:ASS AN w ` > ps' 'r :;'r l /' \ \ '',.._`� " ` ;k ..1\ CB-21 CATCH 13ASIN 1,6'x1,6' 166,4' CENTER 163.4' 4"+/" SW 165.6' INDEIERMINATE "/ '` - - - f IRI _� \ v, / '`' J-� `-. ' J / \, - \ (,f-3::14 _-1- s': d;, •,� 6�►/- F. 165,4 2 / -...,x 181 d'' c is�j \ !\~ . ,.,�\ ,162.1 ..,.. GCi -7.2 CATCH 13AcIN 7,0x1,6' 161.5' CENTER 164.4' a I /- SE 167.0' $"+'/ NW 1tiC.G' / 16 . 1 �-4 CHAIN LINK 4. EDGE Of o ,a '` - is �,` Rl Via' i '/`\' FENCE \ __ _ _ CB--23 CATCH BAaIN 2,8x2.3' 161,1 C/I_ CL1Rf3 164.8' N/A N/A // \\ WOOD CHIP y .' a �\, ��t/CJt "'.,.�, i6�b CB-?.4 CATCH BASIN 2.6'x1.2' 17U.f3' C/C CURFJ 166.7' N/A N/A -�^~ d < �� ,. I1 . \, \j6� I,,\ RUNNING - !_"- 'l /ti" \ _ - 115�" J' �' ,: ' Fy�, ,.1 \� \ TRACK --"-_. " `� \r Ni 1R?.4 - 'i•'9'r e .,\ �. c ) , 1 ! 7 (�� ) __r_ �- �' \-.� '- - ,, ,N, F� ,, \11 ;\� .:*A N I T A f•� Y A N [) T C�F� M ��Wl f` I f�J l 1'�M A *1'1 �)f� \be'. C� i ,''r . I.E. y ...115 •~ ` x / •' 3""• � SDMH-1 STORM (:)RAIN 173.3' CENTER 1U�+/-' SW 170.8' 12"+/•- NL 170.6' 169 e' ' \, �" \`,\\ / , �' - i ,#;�'`' \ -, 11. +/- tiE 170,$ -�� s J / tq /' ' „' )r', b ti. 1 .1.3 �., 6a 55MFI'-2 SANITARY SEWER 173.9' NF' RIM 8" NW 164'1' 8"►•/- NE 164.5 $" SW 1114.6' 1 ' -- 1. s,, ,/ ��� \_ �`\ �`' �, \\., � -a �� / ....' ,b°�" _4b. SSMH-3 S,ANIIARY SEWER 173.E1' CENTER 8"+/- SW 164,6' 8°+/-- NE 164.5' n . / O 2, rb /�� /,, 164 \ •t, •~ 8-'-I-/-- SE: 1614.6 ► •'. 1Q / �� \` , rV � tr, �'� 8„+/- NW 164.6' °i \ S 11 / // \tom , \'. ~ ;/ 20 / �'jl' � ' MH 8 `'` SUMF1- 4 STORM DRAIN 168./' CENIER 6"+/•- SF 169,2' 12"+/- NE 1613.1' / �" i C1 w y _ �: I?.'+/- �]W 168.7' 1. W / \ / \ -�.- "� 166,2' r CF3-10, �J`00 , �,, \-�\�,, ` y '�' �� / '� , ' \1. (t?� 164o`w ' `,\ . SDMH--5 STORM DNAIN 169.8' CENTER 8"+/--SE 166.8' 12"+ /- NE :'� -, X c �, ' 1 / Is : w `. ,,, ` \� '�a ` �►� \. •\`"i: 12"+/ 5w 166.2. r a I ' x89 ' J l< ~/ r `v. \ �6 4, ~\"'1 � ���.- / tj� �\/ S / \' I z tet' \.. ,a,\,\ .\ `� '_'' 162 r 11"+/~ W 1 3617' $„+ NE 153.0' 8' s 0 , � �~ r• �"!� , 7•, y' \164. \ /- s• 1 �l �`\\ ~SPORTS FIELb'\.,, `__ / _ _.--t , „ / �''o,- - _ � \ �. :\ SSMH-6 SANITARY SEWER 164.4 CENTER A +/- 5 5 C A l_f 1 3 U 9,, s��. -�~ \\"%y ". ``,,,, \\ / " . 1./ ' 1 - 7 1 _ \ ` I�,��r \ ~` `\ � � `\ 6"+ SE 1;73.2' •, . /� .� 6"+/- NW 161.0' 1 \ . `e J fo r r / 157.5 ` `," Oy ._ 1 ly / �/� f \ \\ - �DMFi 7 ,iURM DRAIN 161,2' CENTER 12"+/ SW 1.)7.7' t._ ► / NE a0 ?C) 1 () () C) / s - �� '�-_ �`" % �a ��'s 4 _ _�` , \', 1°'� \ +6�+�" �e3�:'` \�� 12+ .p/..- NW 157.7' _ ...._.___........._.__.. -.. \ " / �., W \ 6 + NW 154.1' h -.--. - )�oJ, , \ / \_.. _ �',, `I \ ,_. __4 .. ./ /, .� ! �i, OI s" \ t' - - Q�, S )` •� ° (: SSMH•-F3 SANITARY SEWER 163.3' CENTER N/A /-- / \ \` \`` `~ ~.` � l ~' /� � 11.' J, �` '!A , RAI 164.9' CENTER CONTUUh INTERVAL. 0.� 'r O .,� / 1 �• SDMH-1 STORM DRAIN r, -•� - / , -'� - /� ' ,\\, \ .. •:�� � { 1\ _ `\ V) h v. \~� w i, 3\I6a.4x ,b� 1,'j6 `iDMH-10 STORM DRAIN 171.7' CENTER 1. \' c " � / )O.,S' r' � ,/ \ � \ \ � ` \ , J .', A'..r, _y 1 \ \\ Aga \ .� r r> 1. /y It' ^v 6'I IIVfI ,���x 7 Q "/� \!6'�q ,'`'--�_._.._....__._._ l \\ '1 ~``'`�\`~, ;/ / \' .._ / ~GRASS r; ! 1e .ts3. .r_ ,', -''`•.\,\ ,,-, \ 9 ,2 / A \ \\ ~y� .- i _ ..._. , - \M \ \ (i�' -� 1. nye\/ \��' ' w`� t y \\ .\ /l \ S .,\, \ i ./ ryy/ ' ,, \ & v !>6tS cS' \ , r '` (:R- 16 "\ . ,. r ?•' ,1,. // 0 k -_-_____1_._V_. ` \.. �, \,\/ �l:.-.-�•' �. /� _1 \ ^/\ `�;O�91 - - 14 *165.8' 1 ' i 164\. 112 MO n / : ' `' � _ `"\I ! --\__ -- -'' Ra \ I\ _ 1 / \ ,."';j c9 fin,,"--;` .S/, GRASS ---- ,, -�: � 11 \ J �s "7f-' r t,ZA `.._ `" \ \ � 1 Co � �--``'' 31.6' ~� l s .. / I ~ / .r7. \ \ \� \\ �i \ �J 1-141, 6V• 3ARI< <. ai 184.5 a ,i.;,�••y11 ,J \ / 170 " ..-ry. ` �y, "",..,,✓�"«"�..•...«..w•-e. \ ..\ •� 'S, ) 1 1 ,i \ ..r_•, , .. •1• sr J _ ti /> > J C• O �:r �/ ,� - \� :_.~ - GRA i \ .!. 1 .. M, r' ',,,•: ;•,, �• \ Q, ""^• s. �._. _fir _ \ J :y ;':�,. ,� h f. .:, - J . .,.w. .r,'., .,„, - FENCE- + :.. .t' � y1 ~ AI [1 , ? - �!, "1 ;'i'.i �.i Lei \ yy ;' _ . _�: li - 169 - -_ o •, �. s MH- 7 \ S 7 1. 1 yy� (' V \ / •`Z` _- lal J � \ 111 - ~� - 1 2 w ) r F �; O -.- - 1 U R n� \ 0 n . •y 2 , 1 ) a ? ___ �-/� AS-+ / f P- 1 - y-, ycrct 1 & PICNIC I'Af3LES \s 4 \ r ti' 4' _ �' r GR I t cS \ �b K4 .' - _ _ (� I- / \ CC 9 '� � i !) C� \ „ �j n ., ��yr c �,1. ,►n'nn""" ,1�r' �� onrM". i' S N l 1 �� fir- '••\ , 0 .j •,f i i r- r 1a -r:'1„ 21 5 b' ,J• F a .r n v r' T', .•1 Q 1, 4- I 11l77 .T• •4 i0 It •l �' .� S' 4 .a 4 r (., .• U .1^JJ" , J ) ri � J P +m 1 �. r' T 4l' - 16 1.J J� 1 . tprrlr F VA/ - yr.'nrr/" � a� , -►'/ /snn 7 F3 '� c9 "+r .._ G?- \ lL .',r, / , jI`1,1< � 'v n 11 - -. �K 1 3 F W--- 1 x O �\ t \ f/ S - 'il w.." ; ;' -A' �,. <!1y .",• f 172.2, / 1 vi/),>f!I''J t3AI K 13 ul U M 7� C,� fi _J) ti y 9,�)' 7Cj� / Ix A, y - \ / , 1 I. 1 u) P00 y�'> > \ O �___ .�• � -I •x C C u''? ,° 73,0, r :. _ _.� mr - C..I l \ t1` / ,� \ :�.' r,, X (Fj Y 163.9 C'L �bti b .. 173'%' i' / - �'1-<rl "' IC? ` vv:t /1.`)1' ► ' \ %� / •"+� C� /` �' L \ �F'' "3.' 0J '�I` /. J l N,1 Mf >rh' \ \\ r1wt� �� b, ;r / v' ( E3 1�I - . / •? % ?s -Cir�ASS 1 2�q ., 1, ei'. d',:v . .r,dv�Mir�,%o \ `, �� �' ��-\�, F.HAI.�..r0_ � x1 x \ � 's� 7 ~�7�-164s''� `�� ' -' ,, / l�2 PP J/ ` Hi1RGH F176.'L4, 1,/.. j �~ ti 1 ' ,�,``\ �\ \�� . �\ �/ , �� ` x IJTd[ OHS�_ (� !\ r"�ti�' �' 1 Y' 'Q S11! 1 14,!10 1 /' T "i+'/" '_ ,. �' i \ `� \ f3 'll '' 6 \ `� `ti / 1173.4' _...s'� K A54 Mtitd T ,. 'CIA. ,, 4 t .,�_ �1_ '` , \ O £' 7�,. / � 1,. 1 F F'16:,.2., q r ( --�. � 64.3 j a• 4 1.'84.8'..__.._..«. t. 111w 17 .e�-!l .► �. ;11,x`1 r �i ( r 1 IN U�_l.Y CEN YC 1� F F Cl < p ;' :\ 2 14 00� 6 __(s) _�\, O). 7 lJ'1 s. 1 )/1.48 '1'/ 2' q ifi9,P`)' I./' K ] 1,- L.ANDSCAI'C d ll �� �� l ) _ _ itl4 7 rt1 ,1('t ,-'' MH -J '- \, r 1 'i. ' ' INra •I -- C'• �,\ �V /. J) ,,A . .•F ___ a 1/ J,/�. 7.A• X I1 3 1�2. t.., \ !�p s auii/i«'u , GI2Aa5 `•~, \ �F', r.t S' p `", Q t .7 \ j 1 / ` .urprrrr rrtoi!/! la, __... r ! ` �,Q \.j rVp \ CJI.. ,\� ? I(1`� _.. 610. M F I -t. \ I rA4� \+ rruraru I. ? ,S x I Q 173y5 Q ' \\ ® \ 172 a'>< l - f\� uaiv'r,r 1'1'1' J' .,1 :±�,� : ; ,\ /� c4` x• \ O]� C1 165.8 "`'" -,�`-_ _ .\ /' V,` \1 !.M• �\_ ` .1.j.% �. 1 _...•. ,'.- ` t 11 r (J \ \ •t,�i',. N ``�-•-...,``` \�•\ \�`�' "•�, '\ / 1 y' \ `Qr - MH• F',i: .. . r J: 1 _ �' �j r, .+./ \ \ \ �. 16 ^rA, � w `h,, '" \ \,.-,Q �' \\ GIS ASS '. ` , c,ti F F 1 Fi9N " "� \\\ \\ \ \\� ;/ `' / d ,` \ 1n �•:�. C 1 \ '( EeB -rte o w;, \\ , ~ f� Fr176.'L4 �'/- 2' 0 .rte'„rr I'll �\ �. a' Qj`, /' t; ' ` x16 6' , TT _ r`y of \ � 'R'.',1 \ "\ 4 Q' �.>,f t nn�• r�, `r»3i.. 1 / i;. r ,.._` ��. \ \ \ `\\ \ x�` �� ,'.' O`�` % f `` OSA i . ^ \ \ �-,� ... `` ; ra. \ \ � c�, 166.7' -"- y� 1 ,. - - \ ry , ,, ' �'. ,� fi!).Fi9''I / ,a r,:wrXrr SCAT'. I' ,- 1 � CB- w �C� -� / `, \ �.�:...` 4' "!)3\�\ ^ ;., \ p •' �• n 2 q .:r air rI"1 LAIJU �,, , I F Z�y6 7 qv,"'\, X b`� G f _.. _ \ _ -� w. • , , AREA , ,; 'i '�.' ..r' •>' :i. J�' \.\ i. '\� '. .\ .r , \.. 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WOC)D GI"1IP:i \`` \` ,\ �1 V. 154 DRAIN le ,� Ati �' J ... /) t '"�� -\_ .\t..� " .[�'' r-•-,_.- .:' �'» .r'' /`•_." __ -_".. r'` \` \`'.. \ / \. / // F r168.74'+/ J• l��i� U/YS � � �/ y 1w .r,``'y 6 -) (') a ",1 \ T3ARK �",_ 17 ..r , "_ `, `" \ TREJ'yI 1 D 711ry�"--• p� "'�,�' / 'c• WATER SPIGOT 0V . / ( ) _ -1 �,+is , �';� 2 _.. / �\ \ �\, `2, i? C /I s tib \\ �' y ��, w\ ; > p n) / - \ \ \ \ ,"m s, \� , Al ® ROOF DRAIN \ .9 •~ .- \1 C" 2 'ci '----•.✓ "/ \ F; UR \� it . \ >< 172 '\~` _ ' .• I � -•t .+ .1' \� . \ � tit, c ,,r,� 21GHT-OF t!~ 1x7 r s � \ L`\ \` _ - ) ? / ^` S / �,5+ )QU)![ZE Y \ __- WfY k INl)ElEkMINA ,�G� I �^'� 7C , )' lD // T TELEPHONE F21SER \ I. 1_ i 1 ,_....__ -. O� ' ?� l '. ,'-," j "\. ` \ S' :; :.!Y 173. >l �\ j'1 v, "�,+, , - '173----"_ ..tea,_ r• > 9� `\ \,`3 �� c�� �\� , ONS76 j Q / \, ;,.°. V RISER e' �l> .. r. r' cr+ .( [ _.....-..__.. _. �* f, C�� \.\ r` `i '�!A . / / Off' 'fie \', CABLE 1 �E \ \ C ., ' (, ,._t 73.3 ' •�\ ( IN J rn (" \<" /C�, \�' 1' 8 f"t1NNL�l\ \ \ \ "' f EI ELECTRIC RISER �' ,8 ?t' r' CS aF h -' L.L / \ "��;� ;��® t\ E +'' r% \ . .I p .1. ' J ✓L.3' , .. \, T� \ l_r� 661 ��A \\�\ \\ti, C :;"' ; H! �' f F'- 17 `CT( r` ~, /1, F \ ,S t.�us '1 r "~ \'.. `�"",,_""', i pJ \ WOOD CHIPS �'(� / \\ \\ `\ . ,., -� 3q.7' ,/ �1 / "\.� 189,7 l m .� y" FIRE HYDRAN I v.. t: .S',*� �( ,1„lrs,,r<� `""/'/¢/ A �Z.' '\ '"' �1 \l ��J FUNNEL �� \ \\ \ \ \ �Q \ � ��\ rn , �' '.. ti. ♦ .q ) \• •\. ,,. __.J , [)"t.1I` 4 GRASS n•••-•' ••'� � `,' \ '"• \ .'A :,• \ O •'/ .\ d',1 •O r I_ \`.,--, ' % 9�I I<7 :` , .4�2''F/ -'17 �'' F.1AI.I'\\ "- STEEL .\ \ ,�\ /• N �.J I l-:_ � 0 SANITARY SCWCR CLEAN-OUT f>'II r. :t,; �r' " \ �! \~�` h•`r`j$ 1 DRAIN "-•�.` •�N��j: r \,. ``., � � , a'•:' '` COVERED i ��y �\ C;f3 2.3 1 EASEMENTS REPUR[F:D IN CHICAGO 1 l TREE JTl1MF' Jrt+>t "tt°. 1 NS"� ~ \ ` \ \ �9 - _-. �� -:7Ck/r r_ ``\ WUUU CHIP.) - ,7 ; .�. `Z ( ) , s,+ SIGN POST ` !1 's, \, , ,\ \� \ ,':; \ \WAL1tWAY C� 11TI_E INSURANCE COMPANY ORDER NO. �. '"� .y� �:c•\ \, ;1 ~• / t.'A-, .� /i/- J a\ \ % ' N / 199.6'>< C.i� 192.945 ARL- SI'IOWN ON TI-IIS SURVEY. ►7ri MAILBOX - EVERGREEN TREE F h- / '. ` P ,\ t' t r � \ �... c ,'� ` fly''.,. 7 GP \ ,.. .`, `..,.114 / ". - - :!. \ S/ \ , p" ``\ _ _'r. � ci) (2.) ELEVATIONS ARE BASED ON CITY OF Or)' A,PHALf 4, 17` ,x- - , �, / ( �% , ��' \►,� �; �F' \ r ;� / c� / TIGARD 4 ,NCH MARK N(7 208 (ELI:.VATIUN �,'�'',I, 6 q� '\ ,<, \ }� ` e ., ° BY A 2. 3 4" BRASS.- -1 ,1 DECIDUOUS TREE 11 `r +`. . `) \•., /✓ '`/>. "a(; •, \ � t.�� ,,{'-`7'0 \/`\�+ \\\ , / ~`�. / J o• 165.30'), REFERENCED / c CONCRETE �(,ti,a' 't \. " \. . u C��S� `-- \, `')i / /cr' \`.,v,� R� y �\ % ,,, DISK ON THE CURES OF A CONCRETE ISLAND '�\,_ t' \' \/ �J I �_ `� \. '"' '�/.' `'��\ 7�` f ~0 \`� 1 )� �. a >> ``\ ;'', % t-u:-.i>+1� WEST OF TI IC INTERSECTION OF SW PACIFIC r••',,n GRAVf_l. OHS OVERHEAD SERVICE LINES Y 0 1 S _, 1 .A } 'iYA \ \ C '` H$ WO D CHI �3 !� ; :P HIGHWAY Y 9W AND SW 10619`'09 `'1'RFL ... r ,/ _.-... _\ , � !i `b \\\\� $., ,\,•,-, \ /fir I WA (9 ) Tru \ 178„3'x' , f f / ( // , y `1. . , r/ 1.17-24 '- �- OHP...---- OVERHEAD POWER LINES 1 5 6 .. 1 r �� / `" .._..__ `\ ,; U1 1 \ � /� .i `\_, / r +EI.GV SPOT ELEVATION „1. ;� ^e�....-..w ... , �` - / �, '-, \�`'' �`,,,., // c jr( Ffi"' \, ' /yi 'n;u ' r f �,�� i 5 FEATURES �I101Md ON 1HI.) AAF RE f3ASf U ON FILM y-. f 11,, "' �•. '\1 \ / d• UE3SF:+iVAfIUNS VISIBLE IMPROVEMENTS, 111'ILITY LUCATIONS, ANh N STORM WATER CATCH BASIN (CCS) --11- _ Ll•-'-- WOOD FENCE � � � •)i'AA , �=_ s �/ ,':: ;4: , ,. PP- 19 r>� r ` ' """" \` 11' INFORMATION. ....._ it l r�,� .� rJ r �. J� •1... / t,; 171, AS--ESU L wv JY \ �\ �. ./ ,/ - -el ! \` ... ...... �i �, I IS q�, \>r' r v `v�; > ® MH-t 0 WATF'R VALVE -� .. , ,�� 7e,3' , ry D4 -_ -\ - ... CHAIN LINK FENCE � \� ;. \,� \e.';". :'...-' ,-- ^ w„v// e9C !4',1- / h � . .. '�Y..l��....-- `. \ ..\ _ R APPROXIMATE DUE 0 _ _ «___ (� `" �. \\-.._^b +'r. b r/d` \- �p\/ y:'. �/ ^' /_....,.. 1'1j9�, �� 41 \\ `'` �'!''�: %\ SLOPE EASE:MFN'f r / (4) FINISHED F1.00F3 ELEVATIONS ARE ' T LACK GA, VALVE 1 ! I r� OF ACCESS DURING FIELD SURVE /, ^ f `" / 13 K 333 PAGE 07 1 a,2) t` v„ PROPERTY LINE �' 1,fiAF,, \ r 1 ! / , / BOOK ` 5 - CC1 \ �1/ rt"'�j L ``-;r� J ,,, . __-,, ' ''-- `3 )F3F1t �`1 '�'' - - - -_ ....�.. v� (5) ROAD CENTEFiI_INF. EI_f VATI('rN5 ARE MEASURED A f ,M WATER METER ----•---...__..._--. 31 `.`.' B" .\ /� "~\• \�\ J r- q r� RIGHT-OF-WAY CENTERLINE ) ti�1 e, N i r> Oy \ - \_.. 't /� 1'15 b) ", ./ 172. ' c, (i) SEWER MANHOLE �I !-'" Q Av a \ � •,A••-7 <4 �)', , l ,S \ `. /ale � ��V APPROXIMATE A CROWN. l GAS LINE TONE MARKS Y ,^ r\ �� =� hl� l� ,1;, + .- -` \ ,\. ,' r d� 1 11 E`;; RAM(' cP r A R kROD GUY WIRE ANCHOR - * `' r �'HO HANDICAPPED AI:C JL - , s.. •,:. /y♦ �I -�. '.... -. �r / ,1,1.N "Ati \ r --- _-_--_� Q 6 SPOT T ELE NATIONS SHOWN IN ROAD l 1 11,11LITY POLE (PP) W WATER LINE TONE MARKS - c--.._.__.. .. 1, V `••_. -•-`.. \\ \�_,. / r'_ /� r I,'._;•,:y .;•' '44 �\ `•- '-� `'\ ') '/C // "'---�'/ '>,d AREAS ARL•. AT ASPHALT GRADE. IACATION \\ \ r✓ i : 178.3 \`;' `� .,. (�-• T ti 1 \ / /_ 'l r -� ^^^ L' C I / a' 411,E "7 ' / 1728' (7) STAIR LOCATION (12) F.t1VATIONS ON SW JOHNSON STRCi. r t LIGHT POE[: (LP) �_� VEGETATION LINE: A'�'' '� ' 1 TICCISTERCU �- /ti ' s r : 1„ ,..(� ??;;` '~..,� / r O, \ / r I AND aW GRANT AVENUE ARE ._ J .:.. G O-, ! _ . FLAG PULEI .1 t.. ,/ ---UE- ELECTRIC I_1NF TONE MARKS w'" / i'' ,• (8) 8" WELL f30X LOCATION At�F'RUXIMAIE l)IIE: TO RECENT PAVING * ,c2, ON , - 1 ...Al1. .1745 PROFESSIONAL 179 ``� CII 7 ���!I'E,� "1.t �` '` •i, `` t�F_51C1f::NTIAL 1113 % �, IMPROVEMENTS. IIVI IRRIGATION VALVE �- - -� GATE `. ' ��_ L_ LAND SURVEYOR - TRANSFORMER PAD LOCATION ..11 Vii.,. ��b 17fi.3k\,\ ...� r.. \�*�-l' ` }�;l,1 Ci, I+DME (WOOD '''�' 'yj4F �__.-__...._..._. ....__.,... % ,.e''^r (y) (,.3) THE' SIDEWALK L.(:)CA'TION AT THE ,14 1 \ s\ ;.I.z` • :` 's k'• CCINSTRl1CTION) "' �"'/ _ 173.e'1< I / r �. •. r.__.. % ,, ( ) 4 DRAIN PIPE lOCAl 0 ,L 166.80 SOUTHERLY INT RSF(.TION OF 5W JOHN BASKETBALL HOOP •-------•CAH------••-' CAE3LE TUNE MAfiKS F.3 Try --, r+�. 1-19 ' ` - .. ', _ - r„• / 1- :'`�. 1U I N I ANDW URANYL HAS CHANGED DUE TO I'1 BOLLARD PIR GAS METER ^°j \` r,:i; `• OREGON J ,✓ CONS TRUC1ION, 0��.r:�•. ,. i v '`\. JULY 25, 1995 u •..._.__.._...__.. -- ..__ ,If` KA ELECTRIC ME.iLP RU©ERT ALAN JUIINSON / sn SIGNAL RRIOGF Q� `� 0' . , 174.31/1,M) ' '(� ,��' \,� �_.150 X12725 _ h 2v 96 _ _ _ _. • Mckenzie 51r 9835 I(��jN�('J V `"1'r 1 'r'tf fN ' Eq r:LT:CTRIC OU1 LC T �,.;, ; ;. ,. __...__�__- PLM o3-OQQ r. r. 1 - .! l r I > 0 ELECTRICAL CONDUIT "r `� ..'', EXPIRES 6/30/03 -_.-_ '' , Sof 16 101 Or ,SEI 110(10V/F;IY OR, 1'fCARD, 012 !)"224 _.... •- • I � � r'q. (609) 11317--7919. FAX (50;3) 1370--9050, JeurvVY69te.1u[ 11I SEE NOTE PFP I)T.SIGNAIED NUMBER EDGE OF LANDSCAPING _..----- -_1_.____--------__' ---.----.-"--.---.---.----.-.-----.-�-.---.--.---.-- ___ _ --.--- __ - •-__-_-------_._.-_-____-__- ----- -_.--_-�._----- - - ___.�_�_�_.. _-- --- - _._..._ ._ �_-.- ------- . - -- --. .- f -- NOTICE: IF THE PRINT OR TYPE ON ANY I L I I III I L I I 1 1 III 1 1 1 VIII I I I III 1 1 III 1 1 1 11 1 1 1 l l 'I I I I I I I I I 1 1 1 I 1 I III Ih1 1 I I I I I I I I I 1 1 1 1 1 Ill 1 1 1 1 I I ! I I III ! 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UNC }.<'.':.,.•w• _ 1 1 M'' Cit 10 r 14CI Icr- •,. ..A � f� BI 10'1 f ' 0 LE $3.6< :1, '!�! a' S -- 0.5� MIN. ! li ' t, �, { ,�� r \ v - G: 3 I :D jt;e 0 � I ati. ;`: C:) :.' j ( ^"»._...•s I I �d �t \ I� ,/ \ ` I % `T / �' .75 Cry r „ '• ..mi r,r.-,,w;." ,.w,,,,, I „a� , 1 \ 1 , `i•.. 1 r / �1 W SCALE: 11/=101 „p :17 75 1� - .,LO 6 - ..•f -�- r ENTRANCE PRIVEWA AIL Q, m ,•Yf`Sx•<. '�. ! . � ..,...., ... ,„. n....w."'"` ! ,; • _ . ....wry- ° I 1 - ..-4. - _ ... ` ..,_1 _.-_. _ __ _•. 0r+ •-• •'7., »... +( }) ..._. 168.6 l✓" i,•,'i-<rj1d l"►t,L.'7/7 1 F.7.0' Iit ' / \''\'�` __-' • II I�.,- ,i - / �\Y<`K 1 ,., !, \. ` n ,, a ► t . he j- :_A►• n -C, 1 D o -� ` ► .. ! Q i:,. - - / -_ r ► V ► d ' - .; A' ." I1 f - y_ 11 ' 4+.K._:..'i:•., Y= , Cr�. \ t � ',•', "Y!' ',. wb ._.•»...._ ••wcu.r„�_..1 :._cm:r: 3P:•,.� s n_ -mss. + r�i.4; t:�•�.:. a.y.... - - :3 ._.y«_ ..�.._.- r_-+.�_.r-•.!-�'--..-6_.. 1• � ) __ GtJ� \ _ .-. _ ! \ �(J~ ! dam d<.w"" ^ --./.' 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Q :1h _ .! ._.._._s - r• ARIJ wr,.aaw.,.ar..i.K,r'".. _ _ 1 \ � , _. 1 ! ,:�` � - _. •' � , � .82 x.... 69.58 SN t , - ` `•, . r.•"� 1 % `A �� 169. 78 RETAINING WALL 1 tJ J e. _p ra� ` \♦ `'`. :s\: \\ J \ a �, r �jo �� 4 L`L_ o`� LAI p.3 - is -; - ``' k+:•.° ti \ d �`• , 1 �1 . _ l BW: 170.0 `'�• .Y � \ ,. `a}+� �jr• �'/ •• 'l\ :4, _ V' ',ter s - ". •„ .. -C le ! \ ✓�':' ' - r /�" + ry G.;X �.•' \ /fie J. � _ ` �o 170.0 1o AV 0 y \�/J \ 170.3 CONSTRUCT KEYSTONE ` -- 0 X0.2a: h .:•- f - ....;.�. \ .. \. y ,.. WALL ADJACENT .._ .... _. . - �� �•,RIM169.8 1..170.Tio,9 t;; -� \ -{..rY• :, �.�,�` ,^.I� r / J,r /� ' .;'Af'� , 1\�•-? a\_�� X\' n r"._-^•-::L....,_-...... -y(<_ Ali;�.., +,,.r*s,w+; 7 2 171•..72 CLTO SIDEWALK `8s74STAIR DETAIL Jj ?0 SCALE: 1 "-10' . Im : \ l K ado °. INSTALL 60 LF GRAPHIC SCALE d ,*„ ( i .. \ r�+ •, < �\ x�: \�a' 1 TO 3.75' HIGH 30 0 15 ao so ,xo 2% �?lit 4 .. MODULAR WALL - t 7 1.2' L� ,rr ; , a !' RAMP ET/UL \ GYMNASIUM ' ; r - - - _- X3..5 THIS SH F F = 170.3 IN FEET ) I)� -;,, - LEGEND : inch -_ 30 rt. N 4 � \ / NEW BLDG / O _ V / •t". .r. __,'1 �,,A :�''.'� L 173.50 A `'`'. '\ ` \ ' 't \`\ , / •'�'�a I �'�� REVISIONS IN �� ♦ � ,, �,. \�, ., � \' ,` \\ / '• y � P�; � I r ; t STANDARD GRAVEL CONSTRUCTION ENTRANCE x ,-A� o RAMP DETAIL SCALE: 1 = 1 I1 \'✓ `\� `. _, -- r,,:,.d, / \ STANDARD INLET PROTECTION -- - -------------- -------- - _ --- ---.___.._.® _- _--- 14 i I * \`... \\ , SEE ENTRANCE o (( CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND BACKFILL - -' - nz.a •\ � / DETAIL THIS SHEET 1 1 SILT FENCE OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION x I y AND SHALL CONTACT rESTLAKE CONSULTANTS , 72-HOURS \�, --- SEE TREE MITIGATION PLAN (BY ARCHITECT) PRIOR TO COMMENCING WORK, TO DETERMINE POTEN I TAL PROBLEMS. m _ �_. }�['�-'.s•�3� --- L - .fir' '+p ' }�t!tfa.�..lk, � --.._._. _.. .�.�,,{ •� - .. .p_Qi.t�_ ,. .��1lI,r •.,:.: .„::.. "• ---._ + .__ <. .. ..;. , ,... FOR REMOVAL OF EXISTING TREES. ATTENTION: } aai•: y �. '7 Oi - ... 6ex� •.a_ � --=�.�;-= •:R��`�,,..�` - , +.x,�_. �.,�.-,.;�,�;= /A, 1 SET DATE: 03/05/03 , � ' ,� ..:, -� .. ... -tip,::.... � I ��,b-.� '� _�i . � ':.:,:;t •,<,;..�. � ; � '�•�• + � x '•��,,:.;�,,,�� OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY a rx �, r, s - THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET i . F FILE. 109509MG1.DWG A, ,m �+@10 v 11+4d "''- - ���. ��•/ ' I_ to Y , ,•1 �, e 00 10+20 ._ 12+QA 12 60 1.3 ?0 13 80 +40 15+00' ,;,.-�" S FORTH I N OAR 952-001 -0010 THROUGH OAR 952-001 ---0090. YOU MAY 4- JOB: • " - I -F---- ;r � ----�-- I I � - I --�-- -- I .i _ __ _-}--__; _...._. I ___-F-.�i THIS RECUR(`' DRAW CBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. (NOTE: THE IJOB: 1095-009 �+ 1 ' �* '� ";� ' ` �~- -- AS-BUILT I-I ELD I N URMA ) _ _ J '' \�3 ` ,AA\/A' (\/�, p \ ,1�, 1,e, PROVIDED I DED BY WESTLA'<E CONSUL TANTS, T`LEPHONE NUMBER FOR THE OREGON UTILITY NOT I F I CATION CENTER I S UWN: CNN t,HK' KA�, j 1 . 1 V K v STR � ET r �� n �i iV u N 16 5 E � r `4 - INC. _ FOR 5C3) 232- 1987) _ �' T HI If F _...n,+ ..'yAy', r,. ,..a.: 1 -a, -: -� -t- 7c =..a=x :..s..V....., :.�'.+►n;:_ �_ a '.. -F' e,.1' '�- C" • •� .•,..: :,. , , ,J'- ..-., .<, - .. .�`. �w ,.=':*�r. - - _.� �'_ ..:r: '..v -�.. '1' .�,..__wRS. .. ..t - .: .. .e�' "d*W. .-, -;�i�' "�.•. • 1 � r n• ,: � ,. , t•?� REC R 0 T I U1V I S SHOWN ; �, ,, _.�.•.__ `_ . _... :�,' `,.a. '. _. .... ..>~.<.:�,.. _ ��:.�'.� .., , 1 .._ _ .. I'-# .'•�-. :;;� ORMAT INFORMATION ON ♦r • UTILITY STATEMENT �� �_`' ' •,_r ,,�''* ,�, '::>< .• I `_"� '.' ��r.»= THE UNDERGROUND t T - RECORD DRAWING D J I L I T I ES SHOWN ARF. PER F 1 ELD MARK I NGS AND RECORD DRAW I NGS PROV I DED BY THE RESPE.^,T 1 VE UT I L I TY AGENC I ES. LOCAT I ON Of NOTES CHECK SET NON-OBSERVABLE AND/OR UNDERGROUND UT I L I T I ES ARE SHOWN FOR J HATCH DENOTES DESIGNATED DRAWN BY: LS DATE:1` IINFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. Mctiz72,e sn sa:, PASSENGER LOADING 7.ONE CHECKED 8Y: t `� 1� Plotted on Nov 17 2003 - 8:17am MAX SLOPE ANY DIRECTION: 2% 2 _DATE: ►� ---- <+of 16 Xrefs: 1 G9509XM 1'09509XT x --gym kelly bldg - C1 1 OF SHEETS NON 00 -. --r - - NOTICE: IF THE PRINT OR TYPE ON ANY II -I 1 � '- I 1y1 a� JL IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 4 6 10 11 l 11 IS DUE TO THE QUAL1 FY OF THE No 36 �', „ ••, ' ORIGINAL_ DOCUMENT - ^ ( DIE Irl, 8f Z LIZ 9�Z I �Z [IZ l)iZ 8lT 81 I LT 911 9111 61i 1i Z t i�t I�T �8 1 9 L 9 IIII !III III III I IIII�I►II II,I ►III Ilillllll ,III II11 IIIIIIIII IIID►III Illl1llil llII1III I IIII�IIII IIIIIIIIIIIIII�IIII IIIllIIII li1111111111 IIII IIII IIIIIIIIIIII II�IIIIIIII�II 111 IIII IIII 111111 II III,IIIII LLlllllll llll I fI11111J. I �I 1111 1 111W.111►Ill11�1ll1W111 ILL II III►111111 I" 1 * C4 , WATER LINE CQN� .�_NQ� ® `" 4� z 0 n 's 't O ,. 7 ^, AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR CONNECT TO EXIST MH ��. `'��,L �- Z ti ) Ci 0 w 10 BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF je�• , IE IN=155.00 COPJTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL �S� 11 w TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. if)•'- �� `'�--- "" r UNDERGROUND UTILITIES PRIOR fO COMMENCING CONSTRUCTION pP� 1", � � � �' � � `; Il � 7 PRIVA TE LATERAL BUILDING INSPECTION - STLAKE CON THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON _ r_. , z, T_.1 ' . .! \, p+ R -•-•- 1t'3 - NOTICE OF ANOYVPOTENTIAL CONFLICTS.TADiJ' INC. 72 HOURS THE CONSTRUCTION SITE AT ALL TIMES. `} �"' :' �`:; -: _ ''"'" - - - 6 -. SHALL g r{y - ,•-- ,t_ l,: }. EQUIRFD FOR LINE, ENGIhEERIN ' ... -, 1fi�# p.i._•.•', =,'•`i<.�. ?. .r.`i � :.7� , t".:i a.- yr, l..rtii i. , .,�, ..r. 1. w.,.�r> ��: _.w.__a:. ,,,x ': IN SP TION Q IRED FO P ,`� W �____- ---I------- ___,�� ...I �, EC RE U RTA "•= - - F � ..». ..., .. - a , _ _ _. _ CURBS MUST BE IN PLACE PRIOR TO INSTALLATIOP� OF WATER MAINS WITHIN NEW G,a100 11 � 'r ' ,, ( �. ._..___....__. r,:7_ y:x.. ��_ r.,,, __.._.�, "-17����' .�SUBDIVISIONS. w , ` r ,� _, _.. - - -- -_ C�;�a t�E� fo-4 • �•� I I I 1 I f..,>•--'' --- -" .:r>('..1_ ATTENTION: OREGON LAW REQUIRES YOU TO FOLc OW RULES ADOPTED 1 Z oo 1, ._,...-- -� _� --- ti ,,..,,,, I SW � STREET__'1`11� _ _ i �11 � B HE OREGON UTILITY NOi I F t CAT I UN CENTER. THO»,E RULES ARE SET I ��, NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR �U COMMENCING CONSTRUCTION TO �� -� ) - DEMO-FRISTIfiR,`�A R`f��ASM--�\ - L -T=MI I ___ FORTH I N OAR 952-001 -0010 THROUGH OAR 952- 001 -0090. YOU MAY mm EDGE OF PAVEMENT --- *� SCHEDULE APRE-CONSTRUCTION MEETING. TEL PHONE 639-4171. AND CONSTRUCT CWS AREA DRAIN TYPE II 4' RIM 163.9 OBTAIN COP I E_S OF THESE RULES BY CALL I NG THE CENTER. (NOTE: THE - -. RI _ A PRIOR TO a+ w - '` (FLOW THRO GH !CATCH BASIN ,,i-' �f �, NW_ 154. 7 TELEPHONE NUMBER FOR THE OREGON UT t L I TY NOT I F i CAT I ON CEN TER I S IF OUT VERIFY ) ! ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ».-.- +I _. _. __...._,_ ..__.. . _.. ._..: _ _. . v, __,_.____ Lo I1W.... rte' -,�;, -- ",I-Li xk _.?iy _......._. 2.12- 58 I. r 3) 7). OU (FALL .r 3rxF�.AZ.Z.r;-� ASSOCIATION) ON r STANDARDS �- - .r -P•Nr•'� v� -VV t ,b2 -.._.., _- ,,---.,._. _-.. � �,..'.Z•�� �.-, + Al-- r�� v ; - .. �Ifli'�"++„cr ,r-�� �Ver 11 IE-161 27 1. _, ,,.... :.,.,, r ;_..., ' [. 0 ti 1, _.,_ _.---_- _ -._....._ _... r.: w .: '� 1 Jul•.Yi._ �T- -._ .•.- `T� _�._---,._._-._---"'. ,�••_Ir. .'�• :\M�• ` UTILITY STATEMENT _ �� __ ALL WORK WILL BE INSPECTED ANU APPROVED BY TPW, WATER DIVISION. -- \ ' J^ air ... �1 . ," y GO - - C7 ' �` �'"J REMOVE AND REPLACE ACC r" THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARK t NGS AND RECORD Z Y a::._ - 1 L._.._. ..I , ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE -':,% '�• •7 �© AS NECESSARY FOR SANITARY ` -- - 1 r v �� �,_I ED BY THE RESPECTIVE U i 1 L I TY AGENC f ES. LOCATION OF DRAWINGS PROVID w AND MADE IN THE USA. PIPE. SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL ' 4 , � 1 , t� f � � � _- .,-WER CUNSTRUC110N ,..' `� Y.. "i FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. BIO-SWALE - 1 j � ` ,, •= NON--OBSERVABLE AND OR UNDERGROUND UT I L I T I E5 ARE SHOWN FOR F� �j ` ,.,•` 1. l �`'�� • L = 110 LF 1 I , fI, �'�� � ,� ? `, "° �� INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. �� � ---------.----------------------------�,-,. + ��11 M�1 y_ S = 0.5% MIN. DITCH INLET �} I 1 r j ';�... ; 4.. , rn COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36 . �, I,, i �' ( u SEE PROFILE f 0 w ! I '- ,� (SEE NOTES FOR 17 . BACKFILL SHALL BE 3/4'-0" GRAVEL. THIS SHEET - ALTERNATE DETENTION r �C' ► I /" L.. 1 ,.-. GENERAL CONSTRUCTION NOTES cn ' 1 v L. �' r f IP c � • va'c ALL VALVE 3/4" OPERATING NUTS SH, »L BE WITHIN 36" OF FINISHED GRADE, t t 4 I 1 1 �, E !! 1 V 1 t. 1 r ,t r OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. "`1 11 � i ,t , 1• \ `�-�. 0 ►_ � �,f�� 'r , � (e . 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, PROTECT UTILITIES TO � 'd�i �� „ a .,-- '..:: y ` �- �` REMAIN AND REPAIR CONTRACTOR CAUSED DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE H r"Om I - Q ' +.. .••y % ` , I 11 CONTRACTOR'S EXPENSE. �► .,.r.....:•r w ;:�) OMCa POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING i �'11 • % _ f: , r _ "-, z. ' , + eFIL �.,. �^ ke ".� . ,;, f >\. ..- 6�, , 2. ALL DIMENSIONS ARE TO BACK OF CURB BUILDING FACE AND F R PER f 0 TY LINES UNLESS 0 HERWISE NOTED. wO SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS �„_ „ ! i • � ,! J �� WW 1 < y "f". CO r' -, � � r SPOT ELEVATIONS ARE TOP OF PAVING SLAB GUTTER UNLESS OTHERWISE NOTED. PROPOSED CONTOURS O W O A� FOR MINIMUM BEARING AREAS)'""" - ,.•• � a i , ! �.. ( ) U W U � � �� f' ` REPRESENT FINISH GRADE AND/OR TOP OF PAVING SLAB. ,� `� ', � },, ', .: .,,r SEE A4?t HITEr'TURAL `` v �� I 'n c,s .;Fa7 � , 1-r.. ''' PLANS FOE' CIRCULATION. , ;_l `I�r A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH , ..,.. 12" STORM DRAIN v "' �:�, _._w' L - °�'''�+�''' 3. VERIFY WATER AND SEWER SERVICE LOCATIONS AT BUILDING AND SIZES WITH MECHANICAL. DRAWINGS -4 ,y;�, ,-.,." -4 �i a j ROUTE DETAILS. �;• '' r a�a,E. �� W ��cti WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. PVC ASTM D3034 �`" ��q ALL 2--INCH WATER SERVICES SHALL CONSIST OF A MJ X 2' IPT TEE AND 2" IPT X 110 6 , '� ro 1 t %, AS L=225 LF Y $=0.596 MIN. ---• -- ""�" " � I ® i "� ' } j 4. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THl: DRAWINGS OR IF PROE�LEMS ARE COMPRESSION FITTING A., MANUFACTURED BY MUELLER COMPANY. I , �,� \1'�l... •., � "-"hft, . _., ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY PIE ARCHITECT BEFORE PROCEEDING WITH �y T. / "'r. WORK. W FIR HYD;cANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ1. I I -c, . , - �;�. , {/ ••"'•�,y �,.• a //1� 5. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALS_ PERMITS AND PAY ALL FEES. GATE VALVE, 6" MJ X MJ HOLDING SPOOL, I i ` - \ ° r� AND A MODERN MUELLER CENTURION FIRE 1 i '�_ 2-V:k, . V 1 L. -� �. • 11 ``' - '' 6. ALL DAMAGE TO EXISTING PAVEMENT OR STRUCTURES TO REMAIN RESULTING FROM NEW CONSTRUCTION HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-2h" NST HOSE CONNECTION, r• �°�' '. y ..,. ` "' '.�, 1-4'6" NST PUp4PER), 1'34" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW, - -- -`' I 1 Qcc � `` ,^►•>� `1� N j -. 7 "y SHALL BE REPLACED BY LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. I f �J Y.1 APPROVED EQUAL: MUELLER CENTURION A--423, WAT-THOUS PACER 6790, CLOW __ _.. 111' � f � �•-,11-! I � 0 o I MEDALLION -_ -- T66 - I I •: _ ^-`- 4 ! / ! * � 7. FOR WATER AND SEWER UNDER PROPOSED PAVING, PROPOSED STRUCTURES AND WITHIN 5 FEET OF O cti I I 1' ." ; cI� r.,, '� 1 j' ! fl STRUCTURES CLASS B (GRANULAR) BEDDING AND BACKFILL SHALL BE USED COMPACTED TO 95R STANDARD C� a EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK i I ,/ �6 ,' ~ .�►, e J":4- DENSITY. " WITH 1'� CUBIC YARDS OF CRUSHCD 2 - 3/4 DRAIN ROCK. TARPAPER WILL QE LAID -` -• ._ ��'"" !� �--tel, `' �(1�'' ^\�` +-.I T lUi - --- - 8. FOR WATER AND SEWER IN ALL OTHER AREAS CLASS A (NATIVE MATERIAL.) BAC<FILI_ MAY BE USED WITH O I ON TOP OF THE DRAIN ROCK, TO SEPARATE THE ROCK FROM EARTH COVER. ` - I i I/ i / \� r `��' , ju {� - _ . PIPE GRANULAR BEDDING. BACKFILL SHOULD BE WELL COMPACTED IN 6" LIFTS AROUND rHE SIDES AND ABOVE THE c7 ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OFA \� r ""''��.. ., �'�/ g y ` CO ,�..: FL 161. l r PIPE TO 90� STANDARD DENSITY. BACKFILL MATERIALS SHALL BE FREE OF LUMPS, CLODS, BOULDERS, FROZEN 1 � !' ,f, MATTER AND DEBRIS. w.. w i r WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6 THICK FOR A --.--.-- _ 1 DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE `'1••. `",� - '' 166 --"' �� _`_ ""'' e 9. ELECTRICAL, TELEPHONE, GAS AND TV SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE 1--- ,r ` • ,__ say __l "`' �• f..�.1' � ,. C)_��J O - - _._ ._._ _ _ ``._�Za r APPROPRIATE UTILITY COMPANY. NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18 / te�rr'' OF SEPARATION BELOW THE WATER LINE. ! I �``" .7'o / / , ' t`' �, ® J /1 _i-�,' 1f. CONTRACTOR TO CONTACT CITY OF 1TGARD 48 HRS PRIOR TO TAP IN ORDER TO COORDINATE FOR WORK IN `4 ,, t11� lf` `,11 41 r I7 _�._ THE ROW. PRIVATE MAIN TO BE TESTED PRIOR TO CONNECTION TO MAIN. ALL MAINS WITH ASTATIC PRESSURE UP TO 100 FSI (POUNDS PER SQUARE INCH _ - '` ' ° `''` ' % ►..�Y r * r _ i SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER "J _ - �,�jam, _ ~�� -�- _ _ I �;'1�' r ✓' `: , ' '� V "^'"" -I, ,,,,� I'f r. 11. WHEN CONNECTING TO EXISTING MANHOLE CONTRACTOR SHALL SAWCUT OR CORE DRILL_ THE WALL OF THE . f•+�•� f r �- s - •- MANHOLE. MAINS WITH ASTATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED ,� ! � ' '�' ----- 'r# ''` ; : �.- E ---' .,, 'ti'' :.•" '' '` >- AT 1.5 TIMES THE STATIC 1 ,% _ ,. ,,,..». _ -7�� ,_ �. ' �'•'•-''�y `n 1 12.. PVC PIPE CONNECTION SHALL BE PRIMED USING SOLVENT CEMENT AND CLAN SAND APPLICATION. CONTRACTOR r� T C PRESSURE FOR HOUR WITH A MAXIMUM LOSS OF 5 PSI. � .,�,. ;'' ,r Q STANDARD STORM - ' �- DRAIN MANHOLE ,�-. f �4, +.1 ago r `_ - SHALL USE NON-SHRINK GROUT AROUND PIPE AT CONNECTION TO EXISTING MANHOLE. V ) UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO 4 PROTECT EXIST �'` , h ""' ` '� a 13. THE CONTRACTOR SHALL BREAK OUT THE EXISTING GROUTING IN THE MANHOLE BASE AND REGROU T f0 PROVIDE IE OUT = 162.40 �-._.. �, ;, 1 EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO . '" ' CULVERT IN /<" ,�" „� �,. r r �- - �• ._._� . DISINFECTION. FLUSHING �, It IN = 162.50 ,. �- ` 1". _ SMOOTH FLOW INTO AND THROUGH THE EXISTING MANHOLE. VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. x, PLACE ': �,� ; .) - �._ �. ",4 DISINFE TIO �, RIM=168.20 ;::r� � .� CLEANOUT .__ :... - �•- C N SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE 10" STORM DRAIN �'* _' " \";,� -FLOW=166.35 r.---1-•.- - _•• - �--�::_.4 14. USE INSERA--TEE FOR SANITARY SEWER LATERALS. f' INSTALL 2 PARALLEL 36 X3 DETENTION HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF ``' '�.--'"'` � ' - 1. PVC ASTM D3034 =--- FL 163.42 4a1�`'~` `"' -� DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLOR!t4E--WATER \ /I �'� PIPES MIN 59" CENTERLINE TO CENTERLINE , 4. ,��:3. CO ! Il �-» L=72 LF , S=0.59 1' SOLUTION HAVING .A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER i� �_� PER MANLIF'ACTURERS SPEC{FICATiONS '\."',` '� ' , " STORM DRAIN �, -', ~ � � �, - - PVG ASTM C3034`-�! _ -�' �-. N C TE S. a BITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING f, ;� �5._._ •,'"j, ,",a�r IE 162.86 ,� I. ,; CALCIUM SODIUM HYPOCHLOR! ~r �' 1. �' /• TE AND WATER SOLUTION INT') THE PIPELINE ATA '' ' .� "` "a ; -••, �' 8" STORM DRAIN '' L=73 LF S=0.5% M, . , FIELD �� '' '� 'f'�` RELOCATED r ATTENTIO;� (;AS AND ELECTRICAL CONTRACTORS: MEASURED PER LITER ADDED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO \ `-el-I f" ?' /' PVC ASTM D3034 -il, SQ LF of 6" PVC ti' 't_:-_ ", '�` �' ' ' ° L=170 LF, 5=0.590 MIN. , - SEWER ®3 0% r i. CONTRACTORS TO COORDINATE WITH APPROPRIATE FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE �. "�` SANITARY SE SPECIFIED STRENGTH. TREATED (CHLORINATED) Wt, FER SHALL BE RETAINED IN THE \� T. A' �.. 1. -' FRANCHISE UTILITY FOR FINS,{_ LOCATION. PIPELINE LONG ENOUGH TO DESTROY ALL NON SPORE-FORMING BACTERIA. TYPICAL ` '`�` CO '�I � �'`}/ / I -I `x,Z 1104.75' RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE \ r"... y ', �'t ;�' *, N, �. ' r T _ ALTERNATE TO IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTOR't r i`�r� �. ' '. 0 PROP COR FIRE REPLACE UNDERGROUND DETENTION: f", . ': ` RE AI HYDRANT ENLARGE WATER QUALITY SWALE (SHOWN) TO ACCOMMODATE CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE ,rsr`f � ` '''' f' '-�' R 69 5r " DETENTION, APPROXIMATELY 2 FT. DEEP X 3 1 2 FT. WIDE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PFRMANENT SOURCE w,*,, '.. `SLOW CONTROL CO �` a�°�,,, ., 6 D.I.P. FIRE LINE / z I OF SUPPLY. ,, - ��. MANHOLE " UT 16 .8 CO ��r- WITH FLOW CONTROL OUTLET STRUCTLRE. C�_(ATCENDNOFU PIPES) _ ,� _ W/90- BEND •� '� " " _rTC�F2 SEE DETAIL _ 4` ._. �_,__, ,sa 11 < 10 M DRAIN FL OUT = 163.22 - """- ' '' "`� - DISPOS ' TIM 6 . / .-O,•A�, // i ! I I c.) E OF THE DISINFECTION WATER IN AN APPROVED MANNER. DU NOT ALLOW ,- '• PVC ASTM D3034 FL. IN = 163.32 �- •.--•--.. ••'., :••-., /� AREA -� i-- LEANOUT �rw....,..",-*,w,-,,,... e-,_. / // I �'"" DISINFECTION WATER 70 FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR L-72 LF, S=0.59 • RIM=171.70 `- i OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL ; :: CONTRACTOR TO CONNECT�'' / / I ,j /f (TYP.) ' = 185.82 • ` / '^ ` p `' TO BLUILDING STUB .t I I KNISH GRADE N AS MANDATED BY DEQ. AFTER DISPOSAL. AND FLUSHING OF THE DISINFECTION � AREA DRAIN f =`,� / . � ENO OF' SWALE SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO (2) 36" RCP DETENTION PIPES (PARALLEL) / / _ ,r° I Z) RIM-169.6 BACTERIOLOGICAL TESTING, BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. L = 100 LF (CENTER ROW) f IE OUT=166.9 " / ♦ i%/ i ORIGINAL W L = 50 LF (OUTSIDE ROW) ENCOUNTERED 8" SANITARY LINE- RIM = 1 8 1 281 LF OF 6 l PROVIDE AN ECLIPS : E NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE S = 0.1% MIN. CONFLICT AT FLO-LINE ELEVATION - AREA IN AREA DRAIN f� DIP FIRE LINE ♦ /'�/ :.7 SOUND \ I �^ FOUNDRY, S.. LOUIS, MO 63102. THE SAMPLING, STATION SHALL BE 2'-0" BURY, WITH (SEE NOTES FOR ,,� BRIDGE WITH 24"X36" ASSEMBLY (T� RIM=170.0 i ij / / ) I,-, EXISTING vJ SEE DETAIL. THIS SHEET A 3/4" FIPT(FEMALE IRON PIPE THREAD) INLET, AND A 3/4" UNTHREADED HOSE ALTERNATE DETENTION) 1' ;i- IE OUT=167.5 __- �' ;w ,, 8' STORM DRAIN % ` / /// ,t ( DITCH 6 AREA DRAIN l r I • PVC ASTM D3034 ♦ / // NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, ;. f w / - ,� . ;,lN STORM MANHOLE __- - CO RIM = 170.20 FF 170,3 / / I ` Iso OF 12 DIP �, r, NON--REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION i FL OUT = 163.42 AREA DRAIN L=40 LF, 5=0.5% MIN. �� i / / o s=o.005 SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN "`% t°'`. FL IN = 163.52 C �roha� �' -%L _ •'. :':: RIM = 173.1 l L":., CONSTRUC'T KEYSTONE \� // / � �ALL BRASS WATERWAY. A!_L WORKING PARTS WILL BE OF BRASS ANU 8E RE�AUVABLE �'' ' s, RIM=172.00 ,. Q�i/ '°"" /. / /- t- :ods FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT I-UBE STANDARD WILL - ''- '`,` ',111.' , 282 LF OF 6 .I. "I WALL ADJACENT • / I t ( ) / FI LINE / -TO SIDEWALK • ( `,, I I i o z ,;: I ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO t '.=4 I , AREA DRAIN �� PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL - r , ` t ` Y RIM = 169.5,E - 6 STORM D IN � 47 CAUTION: INSTALL_ / t BE BRASS, AND A %" BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/ PET , A. FL = 163.78 PV S 303 % / WATER LINES - ( I1 I z 00:V� � -� �I,r, r, / - `• �" ) .• " " - MI OUTSIDE WALL FOOTER I I , r, <o f5 ,"' COCK ON THE VENT PIPE. 6 STORM DRAIN--- -- - 1 I` / }. M 3t �� `0 0 REVISIONS �'"� �'` "'', PVC ASTM D3034 M K� // ! - _ - - i 182 LF OF 2 COPPER } ) a co a v w cx TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO ��•. " 'ice""'"�`� S = 0.5% MIN. // - t� ` ` �-' . �W F u! !"''"" `2. I CO // DOMESTIC WATERLINE r. r v z 3 vi cv SURFACING OF STREETS. WATER METERS WILL BE INSTAL-.LCD BY TPW UPON !N!)IVIDUAL. `�' �� \' R'`, '`�i- �� I CONNECT To fir' a / 2" DOUBLE CHECK - _ _ .-a. -L F� - c "11,. _ _ _, _. .. _ REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED 1-0 AN .r'� ,. "' '•<*`, 152 -- - - IRRIGATfON SYSTEM MUST H . `,11__ �' ''_S.aL -r ---_._..A-_----�__-- , // VALVE ASSEMBLY FOR I �" =w �,tw,L•., 1 �� _ROOF DRAIN c �- _ __.__..__. ___. _._ __-... ._ f.� �<8 � W =- V).� HAVE THE PROPER OREGON STATE APPROVED BACKFLOW ti.r, - ICA ,�/r DOMESTIC WATER SERVICE) ' , WN ;:iv!�c� PREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) ", `�,r N` Y�` ` I I-•- '" r -----------.---- I op( AND 2 WATER METER 'r .�.. `,u : k;" > .. g.�rv,� stsy CATCH BASIN - WSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER A`' .``` RIM - 17319 a -2" SERV( - - -- - -- FL OUT = 168.10 - ,-,_�,'%. 150.00 1 t ( __ ---- v FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL_ SERVICE, REGARDLESS "" v-- al "y RIM = 173.10 I L = 165.3 - OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION ... 1 . Gee 00 rn DEVICE MINIMUM OF A DGVA INSTALLED ON THE PROPERTY SIDE OF THE ME TER. THE - -" _ Ir -- - ---- - - _- - - . PED r _ _ _ _ __�;___ s"x TAP "' x BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH „:' ,.;.-- r . __ �" _ -TEE �'n� :° _ ---- _ THE RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN ' E BEGIN -.,y. . `+: ...�3crsawbaimcnt?n,.hsnmtir.�esk..rby;:° •` 4 .. i-? _ _ - 'xv_,,.�, ., ... - _ .- _._.__.-- h +' .a . ', _ r 1 t" . +.+�+o-+wo I I Rx •... I rn _ .. _r 0+00 0450 _-,--------- , .____---_ 11 +40 12+00 12+60 13+20 13+80 DOUB E CHECX 14+ 4 15+00 GA5 TAP LOCA TION SET DATE: 03/05/03 °� X UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR �----- �- ---- I - ----------f--- --_ I __._ _+.__ __` ! .�_-._._____�..___, -_-- - ! ___-- ---__ __--I- -„__ ___ -- �- �--- I -�-----_-___}__1 r I OWNER SHALL ADVISE TF'W OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL_ BE VAL ASSEMBLY �.____ SERVICE AND METER -- 4; . SCALE: 1"=30' HOR S U11 M C K E N I E STI \ E E. T STA: 14+10.2.8 `- BY UTILITY CO. 1.,: ' " FILE: 109509MU1.UWG ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, " OFFSET: 12.59 L ►�x 1 . ,..�., ,,,.« 1 -a' VERT 00 SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS--BUII_TS" DRAWINGS -�;� ` �•_ •1; � ",u �{ TG 6 WATER MAIN REMOVE AND REPLACE ACC (Vln .` r '.:,• ...!,_,.. -.,-'.: i' ..I.+e'� - jr.;�'.r-sa. ,5¢-r•,Tif^%%Ts t�-:;iyyr .. s .-x..•« _sr._T.�y-T. ��r.s;f -iP.. �'t"`�..r.�.: - UPDATING MASTER MAP INTERSECTION MAP` T 1'?�,.: ,",.. _..:I, ,?c7:'�- . �.=_ti j°; > '^" ' """' AS NECESSARY FUR WATER THIS RECORD DRAWING REFLECTS J08 1095-009 �� . r .---i'� 7 "� ,�..... 1 I , DWN: CNH CHK: KA5 o J' E �" '` °'. ,:11"'/ •' 1 + �,;•,. , �. , t. LINE CONSTRUCTION AS-BJ I L i F •EI_D I NFORMAT I CN _ z CUT IN 6 MJXFLG TEE PROVIDED k3Y WE`:TLAKE CONSULTANTS, `.. . . �� W 6" FI_GXMJ CV INC. THIS INFORMATION IS SHOWN FOR I r _. -._..__.__ T , GRAPHIC SCAI,�, �t� =I �i RESTRAIN ALL JOINTS RECORD I NFC`'RMAT ION ONLY. °� �r - PRECONSTRUCTION MEETING REQUIRED 7,a) to to "� I `r) _L PRIOR TO WATER CONSTRUCTION. 0 }5 J0 60 }m Co _ _!__ _ 6 �._ 1__ �_�,- 1__�� \ -CONSTRUCT END CAPS 24" CONTACT RICH SATT!_ER 503.629.4171 - SCALE: 1"-LO' 1, v'- �-8" S SNI I AH Y ` - 11 `+'IPE TO 36" PIPE I____i_._S__._ k E C G R D D R A W I NG �6 _ .__,;F". -._ TO BRIDGE 8" SANITARY LINE _ it ( IN ):'EFT ) DRAWN BY: _ 1 �- � - DATE: 1I L 8' SANITARY EiRIDGI` DETAIL MPLM2�OO;i-UGG9r5 titi a.x t inch ft. `'of ,6 CHECKED BY: 'v�S DATE: a 17 55 VLOF SHEETS NOTICE: IF THE PRINT OR TYPE ON ANY I.1111. 111 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 11 1 1 1 1 1 1 I I 1 I I 1 1 i 1 1 1 1 1 1 1 1 1 111 I I I V I I I 1 1 1 1 1 1 1 1 1 III ill 1 1 1 I M I 1 1 1 1 1 1 I I I 111 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1! 1 1 1 1 1 11 1 11 T 11 1 1 11 1 1 1 1 11) ,1004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L.. _._ _. ___1�_ - I ____; I - � _^ ---� !1---- --,_----gl_ _ I lO 11 JTJ�j . DUE TU THE (QUALITY OF THE N018 �'�t�sw• ORIGINAL DOCUMENT � 1 1 �, -`--�� 1✓ 18Z g7. I LG 1I92- 817 6Z £� I Z iti OZ f3i 9T Lt �9t I Qi 1bi EI ZI tt i 6 13 L 9 4 �1111kil �111 �nuelill, IIIIIIIII I!;11IIIIIIIII�IIII,lilllllilllllf II!IIIIII�IIII Illl�llil LIIIIIII�IIII IIIIIIII1�1111IITill II IIII1 I iISI II VIII 111 IIIIllllllllil,lllllillll11)111 I II III II ► Ill 111111 IIIlIIIII 111 II�IIII I►Ill 111111111111111l 11 lll��l�►►I ►I►I 1«���� 1 i1111ll111� �i�li -. �. ._ .: _. l . r4:N.7.,, .; .,:,_.,�., i r... ,; ..p. qY. ,.f l o fV�S' •, -. „- .�/. m J}i�v .... � �A ., .. 8e ;W S„' pp�r” `N. I , w CA (At , __ { CONTRACTOR SHALL POTHOLE TO VER I FY LOCAT I ON OF ALL Li UNDERGROUND UT I L I T I ES PR I OR TO COMMENC I NG CONSTRUCT I ON AND SHALL PRO IDE STIAKE CONSULTAX" INC. 72--HOURS , _ ' I \ ; r� NOTICE OF ANY POTENTIAL CONFLICTS. — , h / cam" ! +• \\ too l �\ ATTENT I ON: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED 00 ��• BY THE OREGON UTILITY NOT I F I CATION CENTER. THOSE RULES ARE SCT �r �r \ �, FORTH I N OAR 952-001 10 THROUGH AR 95 -001-0090. YOU Y °D"� 0 0 2 MAY mo OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. (NOTE: THE 4, �,,� 2" WOOD FLOOR (ELEV 170.3) I I _ � r W !� Tt:LEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS o0 ' \ I.. - v. �. - ,�; �. ..... ... . ...... .......... 503 232- 1 .• 98 UTILITY STATEMENT " CONCRETE SLAB i•ZI THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD - i Lug �:•' F; J( tw'1 F� ROOM 70 DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. LOCATION OF >+ � . A- RO �_. NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR 6 CRUSHED ROCK �__..� I ��_ � ,__. } ` !n, ��i{ ",l • f I fit'w�l I!a I INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE:. c� (ELEV 169.18 , I E%I,_a T I I t - I i "r'=:..� �'� -- .�....... ✓► e .. J i I � . i KELL.Y CEN C. •'� •.f i yy . III + •`. ;.` '""{ '.I `` 77� • V lie / <' .r; '`, � .;,' - •'• I I .»- ( `��,L , :.�I..__.��=__..U,__._.I>��-�-lf..._...�7�LI7(._� '. I -�:•.� C-� SOCA s f •� ""� i7 4" PERFORATED SCH 80 PVC PIPE '� 1>'- � rt` I ' j y I �' �. 7 O W Sr a IE 168.80 (AT END OF PIPE) �� �`i '. J '� `---t• � --._--------�-_•....•:�; ��J' � , W r. •1+ :�� -� i 3 4 RCK--// I w a�'� / DRAIN RO �„ IE 168.24 A> ~ ` \ :� �. ' . • r r��,��°,.� -__. __.___. __ AT TEE I r7 4 PVC PERF PIPE_ V 1 \ SCHEDULE 80 I c� 45 BE r J _. _ _ D-j/ _ I RD N %•�, � � �'�-� ��.;' 4" PVC PERF PIPE _ � � �o ;� �' - �_ SCHEDULE 8 DETAIL 1 I < �- �� -;:- — -"'�' -- LENGTH AS REQUIRED IE 165.83 MTI c a NTS r �• `� AT BLDG WALL SEE DETAIL 2 �` .._ ,. 45' BEN 09 4 I _•,� 4" PVC PERF PIPE_ � U I` --- SCHEDULE 80 c-1-4 iii_ — -- — ---- — ~ ' \ / �Bif r " QCT �. Y ` DETAIL 3 I NTS ;,; r ti v 1--LEV 170.3 �0 i :' • / r' 5" CONCRETE SLAB +:,�? �._ ♦ , . / •��, `- _7 LIJ co ELEV 168.8 \ ` ( �'.� r, i ��- 'x r � , S� \� moo FOOTING w � °`� �, ''"��• ,, ,,\c>: �j�s ..�\/ IL ELEV 167.8 `+.�, // ,�� :. �c- .�'J -.,.�� '� �- ��'. ' 'fin' �'+• i� gyp`. ~ v 175 ` tee, +� / �..'M C•' / U. CL '`` REVISIONS 4" PERF ORATED / ) . a�_.� _ > - SCH 80 PVC PIPE - `-- -' FLOW LINE 165.83 3/4 DRAIN ROCK—// \` A -4 _ — Y ��9 E DE SET DATE: 035 03 I DETAIL 2 do �LE: 109509MU1.DWC A /0 THIS RECORD DRAWING REFLECTS I JOB: 1095--009 00 NTS 100 '�� �/ AS-BUILT FIELD INFORMATION F-- c� �' DWN: CNH CHK: KAS INC.�1VTHIS INFORMATION I SIDED BY WESTLAKE NSHOWN FOR r� oX GRAPHIC SCALE RFCORD INFORMATION ONLY. i LO 20 - ° --'° 20 '° RECORD DRAWING CM -- .—__ —._ 00 N - _ — --- -- — ntckenzfe sty se.3� DRAWN BY: Itis I_� DATE:�� �� ] l�_. °� 1 inch �F20 j ft. ?LM2003.00096 CHEC1,tD BY: ` {� DATE. I1 0 rLx 20F SHEETS NOTICE IF THE PRINT OR YPEONANY �;�-`Ilf III Ili III III SII I I IIIIIII ' Ill I I III ill I [I I!I III III III ! I III III III III ! J ! I !I Ill I I ! I III III III III III Ill I I ill III I►1[111 Iil III III !I ! I Ili III Ill! I I oZ� �(�(%�� �..-M. �_ ,. ... __ .__ . .. IARAGE IS NOT AS CLEAR AS THIS NOTICE I I l I I I I I I I I /� I + I I I I I I I I J a aAt w�W�YyM ,�+ �ffii�Y+.f1R8h1YA9vMNMLMiWrbF/wI�anl•.Ye.'S'I;G' ITIS DUE TO THE (�UALI tY OF THE No.36 �•,�•;�„• ORIGINAL DOCUMFNT Ij �8Z B�y LZ I 9Z �Z 6Z EZ Z TZ OZ Hi 8t TL1ITIl Zt8 � * S111�IIIII[[Ii�ll! Il[I�11!i�[1![�[I11 !l!LI[[I !I[►�Iil►�Illl illl1lll i� IIII II[ I I II IIIIIIIIIIIIIII11Ii �IIII►I►I1llll ►IIIIIIIIIII►I I� I I I , Illl�llll Ill�lll�llll 1111 i 1 I ill Illll�llll .11l�llllllil IIIIIIllI�1.lILL11� llIIIIII11N1I O 661 Z' (C::) O 04 J EROS I ON CONTROL NOTES SEDIMENT FENCE ` 4 M W LO 1 . THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH � � P�� U� � w �i,iD I CT i ON: APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN IN ACCORDANCE OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARF. NECESSARY, FILTER CLOTH I fs%� � �� Of WITH THE LOCAL AGENCY STANDARDS. SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6- INCH OVERLAP, PP AND BOTH ENDS SECURELY FASTEI. D TO THE POST, OR OVERT AP 2"X2" POSTS AND ATTACH MAY BE USED SHORT AS SHOWN ON THE GRADING/EROSION CONTROL_ PLACE. TERM WITH UTILITY WORK 2 f3E5PQ 1 B I L.I I'; THE IMPLEMENTATION OF EROS I ON/SEDIMENTATION CONTROL (ESC), PLANS / AND WITH PHASING OF AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF ESC FACILITIES IS 2. THE FILTER FABRIC FENCE SHALL. BE INSTALLED TO FOLLOW THE CONTOURS WHERE DEVELOPMENT THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAX I MuM OF 6 FEET APART AND DRIVEN into SECURELY I NT•0 THE GROUND A M I N I MUM OF 30 1 NCHES. oP 5 Z oc APPROVED AND VEGETAT I ON/LANDSCAP I NG ESTABL I SHED. THE CONTRACTOR SHAL I.. PROV I DE ALL \�� 'PGS �� CUR - MATER I AL, EQUIPMENT, AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSION PROTECTION 3. THE FILTER FABRIC SHALL.. HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL s0, T � �m MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND ���- COMPACTED, ALONG THE ENTIRE O I S TURbED AREA. HIS/HER OWN EXPENSE. 0n U° U o° 4 \ ISI 4. A TRENCH SHALL 6E EXCAVATED, ROUGHLY 8" W I.�E BY 6" DEEP �' ` , 00, 4.("1�� o4° n ° - ` u ll�I w 3. REQU I I�F_NTS: THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINI MUM ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. • v 60 6 0,4�)"d REQUIREMENTS FOR ANT I f, r I PATED S, TE COND I T I ONS. DUR I NG THE. CONSTRUCT I ON PER I OD, THESE �a� o�c��7�p C:�Q r � �� CONCRET 5. STANDARD OR HEAVY DUTY F I LTER FABR I C FENCE SHALL- HAVE MRNPA�ffktt�f I TCHED RADIUS = 25' MIN. "C q p�,-`'� .�y1�c�S GUTTER - ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE - o - LL THAT SEI I RENT- LADEN WATER DOES NOT LEAVE THE SITE. LOOPS FOR 2"X2" POST INSTALLATION. 6. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL QUARRY 2SPAWLSRAVEL � I\�C��F ,P + CATCHBASIN ,AREA DRAIN � .. 4. CLEtir� 1 NG AND Q1W I NG: THE ESL FAC I L I T I ES SHOWN ON THESE PLANS MUST BE PURPOSE, BUT NOT BEFORE THE UPSLOPF AREA HAS BEEN PERMANENTLY STABILIZED, I W CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES AND I Nci uu_ri A SUBGRADE REINFORCEMENT 8" MIN NTS NTS fL' MANNER AS TO ENSURE THE SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR Z• SEDIMENT FENCES SHALL BE INSPECTED BY C�JNTRAC-:OR IMMEDIATELY AFTER EACH GEOTEXT I LE, REQU I RED DEPTH SPECIFICATIONS VIOLATE APPLICABLE WATER STANDARDS. RA I NFALL AND AT LEAST DA 'LY DUR I NG PROLONGED RA I NFALL. ANY REQU I RED REPA I RS .20' MIN. FOR SINGLE FAMILY SHALL BE MADE I MMED I ATEL_Y. v d AND DUPLEX RESIDENTIAL (SEE SHEET I) f!1 5. CONSTRUCTION ENTRANCES- STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED A f 8. AT NO TIME SHALL MORE THAN A TEN INCHES (OR i/3 HEIGHT ABOVE GROUND) OF GRAVEL CONSTRUCTION ENTRANCE INLET BARRIER - TEMPORARY z ♦ a� THE BEG I NN I NG OF CONSTRU i AND MA I NTA I NED FOR THE DURAT I ON OF THE PROJECT. SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND SEDIMENT FENCE. SEDIMENT SHOULD BE � REMOVED OR REGRADED INTO THE ;LOPE, OR NEW LINES OF BARRIERS INSTALLED UPHILL OF' ��� ADDITIONAL MEASURES MAY BE ?EQUIRED TO ENSURE THAT ALL PAVE-D AREAS ARE KEPT CLEAN SEDIMENT-LADEN BARRIERS. FOR THE DURATION OF THE PROJECT. � wo NO 6. DUST ABATEMENT: THE CONTRACTOR SHALL PROVIDE SITE WATERING AS NECESSARY 'TO 010-FILTER BAGS REDUCE WIND EROSION OF SOIL. FINES. .0 I. BIO-FILTER BAGS SHALL BE USED FOR D I TCh OR SWALE PROI`:_CT I ON. BIO-FILTER BAGS ,En NOTE: STAKING OF BAGS 4_1 7. INSPECT I ON - ACTIVE S I TES; THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE MAY NOT 8E USED FOR TEMPORARY INLET PRO TEC i ION. MAY BE. REQUIRED USING DISTANCE VARIES BETWEEN 25'--100' � CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 2. BIO-FILTER BAGS SHALL BE CLEAN 100 PERCENT RECYCLED WOOD PRODUCT WASTE. (2)1"x 2" WOOD STAKES OR APPROVED EQUAL PER BAG. SIZE OF BAG SHALL BE 18X8X30 INCHES AND WEIGH APPROXIMATELY 45 POUNDS, AND 8. INSPECTION -- M--ACTIVE SITES; THE ESC FACILITIES ON INACTIVE SITES SHALL BE MADE OF I I NCH PLAST I C MESH. INSPECTED AND MAINTAINED A MINIMUM OF ONCE EVERY TWO WEEKS OR WITHIN 2.4 HOURS 3. STAKES SHALL BE TWO (2) I " X 2" WOODEN PEGS, OR APPROVED EQUAL_, DRIVEN � FOLLOWING .A STORM EVENT. INSPECTION SHALL BE RECORDED IN A LOG. THROUGH THE BAGS AND INTTOO THE GROUND A MINIMUM OF 12 INCHES. 9. SEDIMENT ACCUMULATION: AT NO TIME SHALL MORE THAN HALF THE DEPTH OF A TRAPPED 4. AT NO TIME SHAL: SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND THE RIO-FILTER ��✓ 1 CATCH BASIN BE ALLOWED TO ACCUMULATE SEUiMENT. DEPTH SHALL BE MEASURED FROM THE BAGS TO MORE THAN ONE THIRD THEIR HEIGHT ABOVE GROUND. SEDIMENT SHOULD BE � z OUTLET PIPE INVERT TO THE BOTTOM OF THE CATCH BASIN. ALL CATCH BASINS & CONVEYANCE REMOVED OR REGRADED INTO THE SLOPE, OR NEW LINES OF 810-FiLTER BAGS INSTALLED _ _ _ 0 UPH I LL OF SED I MENT--LADEN BAGS. ----- - L I NES SHALL BE CLEANED PR 0 I OR TO PAV I NG. THE CLEAN I NG OPERAT I ON SHALL NOT FLUSH ���r--��---,,, x SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 5. BIO-FILTER "c3AGS MAY BE LEFT IN PLACE OR '!SED AS MULCH AFTER COMPLETION OF SOW SITE WORK IF APPROVED BY THE JURISDICTION. 10. TRANSPORTING WET MATERIA L. CONTRACTOR SHALL VER I FY THAT ALL. TRUCKS ARE WELL Frl SEALED WHEN TRANSPORTING SATURATED SC 1 LS FROM THE SITE. WATER DRIPPAGE FROM TRACKS PT ,A, 6" OVERLAP � F TRANSPORTING SATURATED SOILS MUST BE REDUCED SO NO VISIBLE LEAKAGE OCCURS. TYPICAL ' PT.'B' I I . QLF_AN1 I NESS: MUD OR DEBRIS SHALL NOT BE SPREAD UPON ANY PUBLIC ROAD. THE LOCAL AGENCY MAY ORDER STOPPAGE OF WORK AT ANY TIME UNTIL CORRECTIVE ACTION IS COMPLETED. POTS: , ,� d - Q M I N.�T. A�I CHER MUST 9 HAN W 12. COAD SURFAt;� CLEANUP: WATER TRUCK WASHING OF IMPERVIOUS SURFACES I S NOT ALLOWED, M I e ►-D VACUUM SWEEPER SHALL BE USED. B PLAN VIEW SECT I ON A-A NTS NTS a• 13. WASH SIMP FOR CONCRETE: ALL CONCRETE TRUCKS SHALL WASHOUT I N THE SPECIFIED WASH _ SUMP. THE SUMP SHALL BE FILLED ONCE THE DEBRIS IS DRIED AND THE WATER HAS '' B I OF I LTER BAG D I TCHES AND SWALES INFILTRATED. A ° '. ' ;, v :e ', d. ..'..a'..'.a.:,a.a A 4 •:. 14. �IIF'I WEATHER MEASURES (OCTOBER I TO APRIL 30)• SUPPLEMENTARY WET WEATHER EROSION ':�. :�.`A CONTROL MEASURES SHALL BE USED. WET WEATHER EROSION CONTROL MEASURES SHALL BE PER THE LOCAL AGENCY STANDARDS. : �.' a :.'. 15. PERMANENT VEGETATION: RE-ESTABLISH GROUND COVER PRIOR TO REMOVAL OF EROSION a. SEE DRAW I NG NO. 230 ' ''4' °'d ` OR FRAME AND GRATE CONThOI MEASURES. GROUND SURFACES EXPOSED DURING CONSTRUCTION ARE TO BE SEEDED AS v.'v'•� ,QC's• v.Q . e ' , d• :; ems•: FOLLOWS: A �`^ - FILTER FABRIC MATERIAL F 1 LTER -USE STITCHED LOOPS 36" WIDE ROLLS FABRIC OVER 2"x 2" POSTS ANGLE BOTH ENDS OF FILTER FABRIC A. LIYDROMULCH: HYDROMLILCH SHALL BE APPL I ED W I TH GRASS SEED AT A RATE OF 2000 MATERIAL FENT::. TO ASSURE SOIL IS TRAPPED LB./ACRE. ON SLOPES STEEPER THAN 10%, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BOND I NG AGENT (TACK I F 1 ER). APPL I CAT I ON RATE AND METHODOLOGY 10 BE PER SEED SUPPL I ER B PLAN VIEW RECOMMENDATIONS. o I to 0 OR d T - : ► - _ I - v.;a:`.►. :'.4: :o:a.;i; :a:.o. d' ' c4 I 1 INTERLOCK I 2"x 2" POSTS tO�_'r^ a v AND ATTACH TOP VIEW i i r MULCH AND SEED: DRi , LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT °• : ' o °.: ':: '.: e'o I DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY :ee:° °:. :ems" a:, . -I NOTES NT", • ••. •• •�o •'•• . .•. '. •'o •�•. 6 MAXIMUM SPACING I. BURY BOTTOM OF FILTER FABRIC 6 WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). MULCH SHALL BE :. VERTICALLY BELOW FINISHED GRADE. o .. . . . v v SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. " '°' " '°' FRONT VIEW SIDE VIEW 2' FENCE1 POSTS. INE OR STEEL J .• V.• 4 :A .* a NTS NTS 3. STITCHED SIDE F S STO E BOPENSTALLED 0 B. SOIL PREPARATION: TOPSOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, ° ' o: - DOWNHILL c .. 4:= I F AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED Sl1PPL I ER. I T I S RECOMMENDED THAT �:; :: �� '.'a' �' ••.; :. �' '.'a'•" < SEDIMENT FENCE 4. COMPACT T ALL AREAS OF FILTER FABRIC SLOPES BE ROUGHENED BEFORE SEEDING BY 'TRACK-WALKING', (DRIVING A CRAWLING TRACTOR UP : a - : '• a' z AND DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR MAX •.:s, o' :o off: OTHER METHOD TO PROV I DE MORE STABLE S I TES FOR SEEDS TO REST. : ' v 18" 44 ". - ° MAX Q:e "•' Q. '� ...Q SI •Q. '�' 1 811 ••� V �� C. SED I NG: RECOMMENDED EROS I ON CONTROL GRASS SEED M I XES ARE AS FOLLOWS. v __ .'.'.;. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY p'.e:• . "o : ` 'a ' o: : ' "0 4 '= .,t THE AGENCY HAV I NG JUrR I SD I CT I ON. SEED SHALL BE PLACED NO LATER THAN SEPTEMBER 20. �• v" " �'a a •'p v ' ° o'e a',. , e� ► - CATCH BASIN GRATE �■ ( I) ARE GRASS MIX X (L0W HEIGHT. LOW MA INTENAiJCE): 28" --- -_a27'1 co �� DWARF PERENNIAL RYE GRASS, 80% BY WEIGHT - _ - - -° SECTION A_A SECT- I ON B-B T _-' CATCH BASIN BAG REMOVA1" REBAR L CREEPING RED FESCUE, 2C 8Y WEIGHT �•, APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE REVISIONS NOTES: _ �. (2) uTANDARD HEIGHT GRAS_bL_ ; AREA DRAIN CO is ERUCT I ON I N ACCORDANCE WITH ASTM C-478 CATCH BASIN �� �- SUSPENSION CORDS/RODS "'� �' v BY W I GHT �:; - OVERFLOW =. `�- 2x2 x3 4' RUBBER BLOCKS ANNUAL RYE GRASS, 409 E `•- `` 8" OF 3/4" COMPACTED BASE MATERIAL p TURF-TYPE FESCUE, 60% BY WEIGHT APPLICATION RATE: 100 POUND MINIMUM PER ACRE PRECAST: MINIMUM WALL THICKNESS TO BE 5" t; STORM ;;:; -- EXPANSION RESTRAINT :,. REINFORCEMENT 1-0 BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED • ~" " WIPE FILTER SACK :�• }=� FILTER SACK WIRE MEETING ASTM A497 -•s -�' -: D. F ,T1IL ZER: AS PER SUPPL I ER'S RECOMMENDAT I ONS. DEVELOPMENT AREAS W I TH I N 50 CONCRETE - 3000 PSI FEET OF WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. ��_.-..�._- -- ------- -- ---- `._ _ `a s�.�K= i�'r•+r`t r-:!.__��ati��•--'� T °i�"'..�!♦ter a.ii[•?;� E. WATERING: SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH AREA DRAIN TYPE I I � • t �'�' F� GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON unified INSERT SACK ADVERSE SITES, WA ER APPLICATION RATES SHOULD BE CONTROLLED 10 PROVIDE ADEQUATE 9e - INSERT SACK ' MOISTURE WITHOUT CAUSING RUNOFF. agency/ FRONT VIEW SIDE VIEW DRAWING NO. 220 �� _ SET DATE. 03/05,; 03 F. RR-- t�SEEDIAREAS WHICH FAIL. TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT __ _ NOTE: RECESSED CURB INLET MUST BE BLOCKED WHEN USING HILTER FABRIC INLF f SACKS. FILE: 109509U3.DWG EROSION SHALL BE RE--SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPI' I ATE SIZE OF FILTER FABRIC INLET SACK TO BE DETERMINED BY MANUFACTURER. JOB: 10_95-009 MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. THIS RECORD DRAWING REFLECTS SI LTSACK AS-BUILT FIELD INFORMATION DWN: BMP CHK: KAs N.T.S. PROVIDED BY WESTLAKE CONSULTANTS, INC. THIS INFORMATION IS SHOWN FOR RECORD INFORMATION ONLY. RECORD DRAW I NG Mckenzie Str 9835 FILN42003-00096 DRAWN BY: N\LZ DATE.- CHECKED ATE:CHECKED BY: N5 DATE:X 1 1 °3 C30F SHEETS l ( I I 1 I IliI �-1-►-I-! � �I1-11 1tt1I-11-1-L-1Jill lt1l I! jlI II-I I 11! 1.11!1I-1 11I 11-1I I-� 1 14 NOTICE: THE PRINT OR TYPE ON ANY CJa � %04 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 ITIS DUE TO THE QUALITY OF THE No.3e w •r ,:. ORIGINAL DOCUMENT �b I I I , ( � I I 1 l � � l .1 - 6Z ft?; L7 8Z 9Z 1bZ bZ Z [ Z UZ 6i 81 Gl 9�i 9I 6i bI Lill ILII ILII IIIIIIIII IIII�IIIIILII I►�� II►l ���� ��►l IIII�IIII ����►���I ILII ILII ILII lilt ILII I!II ����►���� ���� �����Illi�llll ILII ILII Lill 1111 IIII�IIII�IiII IIIIIIIII IIIIIiIII lilllilll I►Ilfllll I�llll I I lull I 1 �lllllull IIID 11� lllllllllli�llll�lIII r" cS� 9 _... NOTE: N o NO DRAINAGE BLOCKOUTS ON THIS PROJECT - 0 ' EXISTING DRIVEWAY - w a a F_ - _- -~�------� -�- - MATCH WIDTH & GRADE ,� � � � '�' Z Q " " EDGE _ fs, �`' `� I 3 4 R �..t- --- � 6 A � R W LINE SEE NOTE 4 r 2� MAX SLOPE 6" 5" - DRAINAGE BLOCKOUT VARIES SLOPE PER PLAN - - r - ^_ + 1#110$11 _...••-- 3" I.D. PLASTIC SEE NOTE 3 WATER METER Z m� PIPE W/COUPLING ----- - I cc - -- t _- SEE 1 1 / A 1_ 1' - NOTE 3 PLAN C L, _ v A " 5 MIN 2% SEE NOTE 2 2% moo �� N p p ° 0 0 16 SIDEWALK METER BOX cw �- �✓/ c, ° 0 e, n 1 -� - 4" THICK CONC. SIDEWALK OR �� v 4 -DOUBLE CHECK w 0 1 UNION EACH SIDE - 6 THICK SIDEWALK WHERE TRAFFIC v 6" A 4 VALVE ASSEMBLY _I 6" 1 CONDIT'ONS REQUIRE (IE: GARBAGE TRUCK) /o/l C� 0 00 6' 30' MAX 6' 2" �� U ° 10' MIN / / C7to 3 .I-ASS B AC OVER PLAN 12 -- 18" �T, W �- 8 COMPACTED GRANULAR BASE. 9" ��,\\; ///�// /// hal TYPICAL PAVEMENT / 51 BALK 5ECT I ON TYPE 1 3/4" WATER METER 6 A t N.T.S. 2% W F' ♦ 111P.-O STREET f-" " �-•r �= �-•�J - .1P NOTES: -,_a I~ ocb n . ►-� A"D -6" CRUSHED ROCK BASE- W w ONO 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 2" OF 0`uGREGATE z IY, OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING (3/4"- f) COMPACTED W � .0 2% MAX SLOPE TO A MAXIMUM OF 20 FT. SECTION A-A " " ELEVATION v z. �� 6 X 6 10 GA MESH pro� �- -'- 2. TRAVERSE EXPANSION MATERIAL.. TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SEE NOTE NO. 4 ��■� W �� ' WITH A MINUMUM THICKNESS OF 1/2-. BOX SPECIFICATIONS DEVICE SIZE BOX TYPE SLOPE PER PLAN 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART NOTES: 3/4"DEVICE - 1" BROOKS #1419 SERIES OR EQUAL ~- cv -- 4" THICK CONC. SIDEWALK OR WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. r 11/2" - 2" CARSON 1730D P15L OR EQUAL r - 6 THICK SIDEWALK WHERE TRAFFIC 4. CONCRETE BREAKING STRENGTH IO BE 3000 PSI AFTER 28 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. CONDITIONS REQUIRE (IE: GARBAGE TRUCK) 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. INSTALLATION SHOWN IS ONLY A SUGGESTION. z AND MAX. OF 3 FEET FROM PROPERTY LINES. `� O 2" Imo_ 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREIMOLDED ASPHALT IMPREGNATED 1. DOUBLE CHECK TOB 0 ►- 0 E LOCATED DIRECTLY BEHIND WATER METER. � Cj 6" MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. x 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST O 3" CLASS "B" AC OVER 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. COCKS IF BELOW GROUND INSTALLATION. 8 COMPACTED GRANULAR BASE. - U� 3. DISTANCE FROM BOTTOM OF DEVICE 1'0 FINISH GRADE, FREEZE PROTECTION, TYPICAL PAVEMENT / 51uuaLK 5Ect10N AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS E--�q TYPE Z FOR INSTALLATION. - NO SCAM APPROVED BY` NO SCALE N.T.S. APFROVED BY: NO SCALE APPROVED BY: AGUSTIN P. DUENAS AGUSTIN P. DUENAS AGUSTIN P. DUENAS ENIANEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT CITY Q1°"� STANDARD CURB DWG. N0. ar E,,�„� STANDARD DWG. No. - DOUBLE CHECK x 1at4s sw. HALL BLVD. 13125 S.W. HALL BLVD. 13125 sta HALL BLVD. CITY E1I0EIIt DWG. N0. TIGARD. OREGON 97223 TIGARD OWOON 97223 "lom (sw)rurt'4Tr LARCH 1998 125 � � -41� MARCH 1998 DRIVEWAY 1 42 n�ARD,�'a 974 CITY OF TIGARD FAX` (�03) en rt°7 -- CITY OF TIGARD Fuc 50' °B�-rt°7 VOICE.X* X429 MARCH 1998 ASSEMBLY 530 pTY OF TIGARD FAx X03 eR>+ 7497 q�pON APPROVAL DATE OREGON APPROVAL DATE. APPROVAL DATE NOTE_: SEE UTILITY PLAN FOR 1-HE EXACT LOCATION OF THE HYDRANT IN RELATION - 12" BEHIND SIDEWALK TO PAVEMENT - DETAIL FOR REFERENCE ONLY CITY WATER DEPT STANDARDS PLUMBING CODE OR BEHIND CURB - WHEN NO SIDEWALK z.o' FIRE HYDRANTS ONSITE T�; BE _ ... THRUST BLOCK CITY APPROVED CONSTRUCTED TO FIRE CODE STANDARDS NON-SHRINK GPOUT 0 STANDARD CAST IRON BACKFLOW DEVICE FLANGE COUPLING 2" Olt 1 1/2" ' FRAME AND CO RETAINER GLAND PER DRAWING 160-S ;` ADAPTOR METE, 18" 3" MIN. BREAK FLANGE 18" CAST IRON 910 STANDARD MANHOLE TIM— � MIN 6" MAX. SIDEWALK GRADE RING 12" MIN ' AW FLOW _ : V 4" MIN. MEGA FLG ��//\\//\�/���� \\ \ \ \ '.o . . . °' • °�_. •. ,•;-, FIRE DEPARTMENT / //\/\/\/\/ °° �` \/i\ � FINISH GRADE - FLG OR EQUAL ''RF CONNECTION -- 1 1/2'`� % j4" DRAIN ROCK\<�\%\\i/\•i \i/\\%\\i/\\ �i, \�\ \ °j 6"MI OPTIONAL AT THIS TAR PAPER (MOISIUI� '\/ \\%�\ / a ° r� /1/ °•• WATERTIGHT PIPE PLUG OSHA APPROVED LADDER 24 MIN LOCATION - 2" FLG X COMPRESSION ANGLE 6" DUCTILE IRON PIPE/ B" WITH STOPS V�► V, STOP (FITS 1 1/2 APPLICATIONS) NOTE: CLEAN OUT INSTALLATIONS MIN. ° WI11-I ALUMINUM LADDER RESTRAIN ALL JOINTS W/ ARE LIMITED TO EASEMENT "FIELD LOK" OR EQUAL GASKETS \ AREAS, OR MAY BE ALLOWED '' EYTENSION BY UTILITY -.--- - MJ X TAPPED �/ ON A TEMPORARY BASIS h,:��,'' -PROVIDE 3/4"-0 FOR A -� VAULT » \// MINIMUM OF 6" AROUND Q CONTRACTOR TO SEAL ALL 2 TEE �j\ \�� IN RIGHT-OF-WAY. PLAN OPENINGS IN VAULT WITH �` 2" TYPE "K" ,//�\ " /\\�: CLEANOUT NON SHRINK GROUT PRIOR COPPER PIPE //\\ \ \\�// 6 MEGALUG RETAINERca " " TO BACKFILLING \ 3 MIN. 6 MAX. GLAND (EBAA IRON) r -- CONCRETE PIER e•:;.• ,•.. . ,Q DRAIN TO CURB OR BLOCK 6" GATE VALVE GROUND LINE - 1 _ DAYLIGHT FLG. x M.J. COPPER BENDS FIRE LINE SIDEWALK WITH PLANTER ° ao 2'0 M.J. x 6" FLG. TEE '•°. -�- 3" MIN CLEARANCE AS NEEDED ^ ON OPENED STRIP AT CURB o ^ ^ _ OS&Y VALVE 2" MIPT X COMPRESSION CORP SIDEWALK / .;w;•°• ° o MEGA FLG OR EQUAL (SUPPLIED BY THE CITY 3 MIN. �r ) " MAX. BREAK FLANGE o INLINE CHECK VALVE - CONTRACTOR TO INSTALL REVISIONS - RODENT NOTE: CONCRETE BALLAST 3 CU. YD. STANDON � �SCREEN 1. HYDRANTS TO1/4" '•'^'-• ' MIN. WHERE FLOODING OR BE MODERN MUELLER CENTURION, A--442,(OR APP D EQUAL) 6 MJ, 5 HIGH GROUNDWATER EXIST-- " NOTE MVO 3 PORT - I-WO 2 1/2- PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: =° • a a ,i r 4m, (� ) DRAIN TO DAYLIGHT OR A. OIL RESERVOIR •"• a a INSTALL SUMP PUMP 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER B. BRONZE ACTUATION NUT ELEVATION CONTACT CITY FOR LOCATIONS. HORIZONTAL & LEVEL. C. BRONZE SEAT RING CONCRETE ENCASED _ PUMP SPECIFICATIONS D. WEATHER SHIELD CAP 3/4'-/ BOTTOM OF WYE 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE E. SAFETY SLEEVE COUPLING FOR PLASTIC PIPE \-3/4--O INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). F. THREADED NOZZLES WITH "0" RINGS 12" MIN G. NATIONAL STANDARD THREADS 24" MAX 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 2. SAFETY CHAINS TO BE REMOVED. __-_- E FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE N UTILITY VAULT OR *EQUAL elLco DOOR OF DE\ACE 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION BY DISTRICT FIRE MARSHALL. SIZE - OR *EQUAL 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. STANDARD CLEAN OUT SET DATE: 03/05/03 WITH F.D.G. WITHOUT F.D ` 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. FILE: 109509D1.DWG 1 - 4 676-WA 577-WA _ J-5AL DRAWING NO. 150-SA -- n 6 687-WA 676-WA J-5AL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST 1-0 BE PROVIDED. JOB: 1095-009 _- - 8 5106-LA 687-WA JD-3AL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING, NO. 503 OR AS APPROVED THIS RECORD DRAWING REFLECTS c(14 10 5108-1A 2108-LA JD-3AL BY ENGINEER. AS-BU I LT FIELD INFORMATION DWN: CNH CHK: KAL a • CITY ENGINEER APPROVED EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. PROVIDED BY WESTLAKE CONSULTANTS, I n INC. THIS INFORMATION IS SHOWN FOR APPROVED Rr--- - ------.__ _ ._.._ .___._---.----.--- •- - APPRuvED BY:___._-. APPROVED BY: ----- ---_ .-' -- ----.-_ _ RECORD INFORMATION ONLY. > NO SCALE NO SCALE. NO SCALE O AGUSTIN P. DUENAS rl �/ AGUSTIN P. DUENAS z ENGINFERING DEPARTMENT ------------- -- DOUBLE CHECK DETECTOR ENUNFIRING DEPARTMENT __..__.--__. . ---__._._. ..__. __..- ENGINEERING DEPARTMENT ----- --- ----- - .__ -_ h CITY ENGINEER DWG. N0. CITY ENGINEER 2" & 1 - 1 /2" DWG NO. CITY ASUSM F. 01laA>s EIRE +HYDRANT DWG. No. TIGARD. .O HAIL 722 13125 S.W. HALL 722 _ TIGARD S.W. HALL 722 ASSEMBLY RECORD DRAW I NG 11GAR0, OREGON 67723 `--` ----- 110ARD, OREGON 97713 11GApD, L]fE0Q1 9722) ASSEMBLY p VOICE! 1503 939-4171 MARCH 1998 VALVE ASSEMBLY Vim: 503 039-4171 MARCH 1998 WATER SERVICE -- - FAX: ,5%33 694-.7297 5 3 3 t 5 2 1 l' CITY OF TIGARD ---- - _ ---_ _ CITY OF TIGARDCITY OF TIGARD ��. �0-4171 ,n1c. 503 neo-7x97 r-.vt: 6e4--7297 �M ION 4 �1 APPROVAL DATE OI�ON APPROVAL DATE pEppR APPROVAL DATE a?� Mckenzie�;IL ��e:T5 DRAWN BY: VI�� DATE:I` 17 �3 .,v- - ---- PLM2003 00096 CIX hof 16 CHECKED BY: PC5 DATE:( I % SHEETS NOTICE: IF THE PRINT OR TYPE ON ANY III I I I I I I 1 1 111 111 I I I I I I I I I I I I I I I I ( IIIII IIIIIII IIIIIII I I I I I I I'I I I III III I I I I I I I I 1 1 1 IIIIIII IIIII I IIIIIII 1 1 !I I I I III III III I I IIIIIII IIIIIII ! I I III ! I I I I III I I IIIIII I I {��� �1 U�)! IMAGE IS NOT AS CLEAR AS THIS NOTICE. 1 I 21 I 3 I 4 I J I 6 I 8 -,r:,:YM14e MNMM1IYllYic.+wn+MM'.MAiI'Vb1MMNiJ++:-r... ':-.:. , ITIS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT 1 �8Z 8Z G� B JZ VZ sZ Z: t ll; uZ 61 8t� llll IIIIIIIII�IIIIIIIII�IIII Illllllllllllllllillfll III►III11111111111�1►IIIIIII�I�IILIIII IIIII1111�1111 ILII III►IIIII ILII I►II I►I IL I I � � l I i I I I I I II � � IIIII III I I �Il fill I II IIIIIIIII IIIIIIIII IWWII.Lllllllll 11�11111111111111111111�. .1 .111111' �I III N I AIEE QUA .111 SWALE Jl,1MMARY TABUW � 0 4' n_ c! p 04 .� AA (5PECIAL CON5TRUCTION METHOD5 REQUIRED �; W Q � � I - TO IN5URE 5PECIFICATION5 A5 L_15TED BELOW ARE MET) SLOPE SHELF ` W A5 REQUIRED- DETAIL_ B P �VJc w BOTTOM WID FH (B) 2 FT. BMIN.B 6' � ,• /`� Ppb 1/2" X 2- SQ. EDGE FLAT BAR BIDE SLOPE Z - 4 CHANNEL LE-146TH 110 FT. �- . I r- 1/4- CHANNEL SLOPE 0.59r, MANHOLE o c, PLAN_ STEP CHANNEL DEPTH (D)^ mm 26" DIA. C.I. CsRATE— B B MINIMUM — 0.13 FT. - 1 — - - a C.I. OUTLET Ill l J )� _� DE51GNED TREATMENT PROVIDE 44 - DEPTH D T PAPTITION LOCATION O3U DETAIL A u V _ �_ G.I. X C.I. GOUPLIN GOAT 1'R.'�P I . . FERNCO 1056 OR -- SECTION A—A APPROVED FQUAL _ 1 ID MIXTURE u t G.I. 45' BEND --1/2 SELF TAPPING CONC. 1 ��--I MANHOLE DESIGN TO CONFORM Z SEE LANDSGAPINC PLAN F02 PLANTING SCHEDULE WITH ASTM C-478 ANCHORS. PHILLIPS S-12 Ew., OR APROVED EQUAL. G.I. DISGHARCxE, AND DRAWING N0, 010-SA PIPE (TYP.) z PLAN ONLY ONE DROP ALLOWED 1/2" X 1-1/2" STAINLESS F O _ PER MANHOLE STEEL. BOLT y: to , U En W.--4 ri 24" DEFLECTOR CSP " 1 5/8' C. To C. 6 TOPSOIL MIXTUj _ �aCq � SANDY LOAM ................................... .... ............ '10% F-+ aoa __ - SECTION B-B COMP05TF-D ORGANIC MATTER......... � DEFLECTIONCLAY 20% i "� cy az PLATE C TAI I � � ;� o�,o -C.I. BAND CLAMP ��� (EXCLUDINGs ANIMAL WASTE) U3 `'" rno 24" ROUND 10 GA OR MAX. GRATE A (DETAIL C) A PARTITION o W 0j G.I. 450 BEND 1/4' PLATE INTERIOR 12• ATTACHMENTU W �vio t EXTERIOR COATED _ —___--__- cx I.E. AS SNUIUN W/ ASPHALT PAINT NOTE fABLISN VECsETAtION IN WATER QUALITY SWALE PRIOR t0 DISGNARCxINCsL INSPECTION �■�■� ;�� NORM WATER 'THROUGH IT OR MAKE PROVISIONS TO PREVENT EROSION 10"M AX. DIA. ON PLANS 6" MIN. CONCRETE FOOTING AND CLEANOUT BEFORE CsRASS VECsETA?ION IS ESTABLISHED (STRAW MATTINGt, ETC) OPENING �� W as-+E'" . INSTALL S1CxNS ON BOTH SIDES OF THE WATER QUALITY SWALE EVERY 50' STATINC-1 (DEl AIL C) REMOVABLE DEFLECTION PLATE - (MIN. 12 WIDTH) A-A SECTION 6" THE FOLLOWING: "WATER QUALITY FILTER - PLEASE LEAVE IN CsRASS". - MATERIAL: STAINLESS STEEL, ALUMINUM, OR FIBERGLASS PLATE. _.. -_ _- -- -- -- -- -- — --- — — ____ _- — .— --- --- ----- -- .._ DETAIL A - lJ 1 NOTES: CONCRETE BASE TO CONFORM WITH ASTM C-748 FOR COMPRESSIVE STRENGTH 24" PIPE TO CONFORM WITH ASTM C-76 CL 111 / - FIBERGLASS PARTITION: 0 " " \�\ :.':.. f D 0 - - -- •:.' - '� o I I o ��TOP PARKTAON To�BE I /� * ' 8 OF 3/4 COMPACTED BASE MATERIAL \��--•• - --- ---- _ I I CUT so BOTTOM 0OF CUT a �,Y�Ct--'� �f•'tS I I V D �A I L GRATE TO BE FLAT BANK STEEL OR APPROVED EQUAL \/``;- ::.: /\\/ I ( o INVERTOF MATCHES }iHEES THE M o \ /\\/ D T -.:' /��/\ . . � .� o I I INCOMING PIPE. � r�ti �\ _ THE RADIUS OF THE ;AREA DRAIN and \ -------- ---- --------------------- :'__:':::__-=--:.::::-- - - y \\ CUT SHOULD MATCH c9 . • o I I o THAT OF THE PIPE - ... _-- -- ._.. .. •- -- •-_.. ..... GRATE TYPE I / // . .lam/�" T'-�'T�"'7l T/�'Tl'7,�rT�'T �/\ -- -- - _- - � DRAWING NO. 240-ST R17-1;�� \ \\\\\�\\\�\\\ON/\ \\\r\\ \\\� \�\ SECTION B-e 6 MINIMALLY \/�•/ /, /,, ,/, /� , r ,/ COMPACTED DETAIL C TOPSOIL COMPACTE INSIDE DROP MANHOLE MIXTURE WATER QUALITY SWALE CROSS SUBGRADE DRAWING NO. 070-SA WATER QUALITY SWALE DETAIL ' U LOCATE FRAME AND COVER / OVER LEDGE OF AT LEAST _— # B !2' IN WIDTH • Nim pd CLASS "B" CLASS "A" SEE DRAW I NG NO. 260 ---d •�+FOR FRAME AND GRATE A A SURFACE RESTORATION AS MOUND EXCESS NATIVE MATERIAL OVER -� SPECIFIED TRENCH TO ALLOW FOR SETTLEMENT ¢ ;r SECTION A-A DITCH — �- MANHOLE FRAME y \ •��''..4.a ••' a \ AND COVER MAXIMUM 27 I=RON SET FRAME IN NON-SHRINK ' II TOP OF FIRST STEP GROUT •.•;;• -. TO TOP OF CASTING e NOTES: -GRADE R I NGS (2",4".OR 61#) ` '` •• •_' SET IN NON-SHRINK GROUT � . •.a ' • • ' -MANHOLE TO CONFORM WITH ASTM C-478 - - ,::, ' P '�"� B -ALL PIPES ENTERING OR EXITING SHALL BE WATER STANDARD ECCENTRIC PLAN TIGHT �-UNDISTURBED 3 CONE _�UUNDISTURBEDa ) EARTH •��COMPACTED -72-NATIVE EARTH W - -CHANNELS TO BE 34 VERTICAL HEIGHT OF " 3/4"- 0 CRUSHED MATERIAL MAN 3� m P I PE-SMOOTH F I N f SH ROCK--R \' - •' -- — ---- r^ 10 a RAM-NECK OR KENT-SEAL TO BE USED ON ALL , • A V a V A v, \ MANHOLE SECTIONS ® Q > DITCH o a ; �•► BOTTOM - INS I DE DROP MAX I MUM 2' FOR SAN I TARY AND 4' �• - .a • .•.•e' • FOR STORM VERTICAL DISTANCE INVERT TO MANHOLE SECTION , • '-i TOP RISER 60- „ D INVERT (VARIABLE 1'-4') \\ .• moi•""•••:+��• ELEV: 166.32 a 21 x -. M I N I MUM HE I GHT OF STANDARD TO BE 5' ° • ' : ' ".�� MAX. MAXQ •,.a• •,• SL ' DRAW I NG NO. 100 MANHOLE STEPS _ --- �i •' '•'':a ' • ° -- - a -KNOCKOUTS TO BE USED WHEN STUB OUT P 1 PE I S 3/4"-0 CRUSHED i•• �a,o'•. - e 1/2 PIPE O.D. 3000 P.S.I. PULL CHAIN 36" CMP @ .1 a 3' OR LESS ROCK .�.• • + PLUS 6" CONCRETE- co D PIPE ZONE - ' ` •: ' ! i - • •' ��` _—L 10" PVC C� 0.5% _ _ _ REVISIONS w �,�g�,top 80IF090 O24 , O • - 2'-3 3 8" 48"MIN. 3/4 -0 \ '�o' .vo� o o, B�Ti'800�o IE: OU1=163.22 -� --- - 6.. 2 0 6..�_ -�6.. -- 6" PIPE , OP °° O o v(P % O o O O o O o O � 6.+ I� 12" MAXIMUM — BEDDING o °O� o ° ° 00 8 I /FT. SLOPE I M I N. FROM TOP OF ��° ° ° ° ° w SECTION B-B FOR CONCRETE PIPE PIPE TO MANHOLE °ab° 80 O,) o_o ° 0 ° °° 8 p 1 OR FI BOTTOM 2" "" IE IN=163.32 — — SECT I ON A A 1-1-- NOTES: SECT 1 J / L UNDISTURBED SOIL � '° - �- - ' - IE BOTTOM=160.10 P DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 - D -_ - - --- --- 1 1/2 PIPE O.D. PLUS 4` MIN. FOR PIPE SMALLER THAN 18" 8" OF 3/4" COMPACTED BASE MATERIAL 1/2 PIPE O.D. FLUS 6" MIN. FOR PIPE 18" AND LARGER SECT'ON B-B - DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED 12" OF 3/4"-0 COMPACTED 8" MINIMUM CONCRETE { BASE MATERIAL FLOW CONTROL, MANHOLE E PRECAST : MINIMUM WALL THICKNESS TO BE 5 ' N REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WE.LUED 6. SET DATE:MINIMUM 60" SEDIMENTATInN MANHOLE WITH CONTROL FLOW ---- __03/05/03 -- WIRE MEETING ASTM A497co FILE: 109509D2.DWG THIS RECORD DRAWING REFLECTS JOB: 1095-009 _ • unified TRENCH BAGKF I LL _ unified AS---BUILT FIELD INFORMATION DITCH INLET '~ unified STANDARD MANHOLE $e"r a DETA I LS Sel mra PROV I DED BY WESTLAKE CONSULTANTS, DWN: CNH-1CHK: KAS $ewer89e � � � INC. THIS INFORMATION I S SHOWN FOR agency agency RECORD INFORMATION ONLY. DRAWING NO. 270 DRAWING NO. 010 DRAWING NO. 280 ------ _ _.. - -- W------ - --- -- -------- �_._ .- -- -- --- - - - - -- --- RECORD DRAW l NG iu Mckenzie sly 985 DRAWN BY: DATE: '1•, PLM2003 ODU9fi CHECKED BY: V6 6:`>DATE: (I O� Sof 16 W C5 OF SHEETS a_x I - - --- NOTICE.' IF THE PRINT OR TYPE ON ANY I � 'I I I I I I I ( I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I JiI Jill 1111111111111111 I l l l V I I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIII V I I I I I I I I l l 111 1 1 1 1 1111 1 1 1 1 1 1 1 III III 111 I a�� 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11-- - __.-1- -- 31 -- - - . �___ - 1.._ —�L. - -- 1 -- ---- - gL - - 1 --- 10 l 1�-------� ITIS DUE TO THE (QUALITY OF THE _ _ No 36Fhg ORIGINAL DOCUMENT 8Z 8Z vLZ 9Z — Z �•Z E�Z - ZZ II LIIZ II IOTZ 8�I HIL LlT 9f 1 4tv'C 131 ' 1 IIIIIIIIIIIIIIII�llllllllllllllll,Il IIIIIIIII IIII�IIII IIIIIIIII IIII � � � � 1 � 11 �lllllilll1lllllIllll�1111 'LIl li711��I-zll IIIIIIIli 111111 ii I I � IIIIIII IIIIIIIII Illillll �IIII IIIIIII I (IIIIIIIII III II I II Iilll -------- UUT1,1.NE- SPEGIFIGATIC.1 _ SLANTING AND 5�ffDING: ..,, GENERAL: All plants shall conform to all upphcuble stundurdss of the latest edition of the "Amerrcun Association of TOPSOIL AND FINAL. GRADES: Landscape Contractor is 10 verify that the topsail i2. r i SL2t SiStn ucive to urou1r }L1unA 1 WATER c;IIJALITl" SEED P OPEPRI"r" "_ • lZi;ser In y Y ) r h �+ ---'-----------._______r� -`----_ A5 PER SPECS -.--•+- --° Y en Standards', A.IV.:',I 16U.1 - Iy7:5. Meet ur exceed the re ulutions and laws of f federal, ;>tute, writ Count SLy"-L __.r.a_ ��____!_,' regulations, rayurdiny lila inspection of plant nruteriols, rectified ua free from hazardous msects, disease, and noxious I undscups Contractor is to supply and place 12" of topsail in pluntiny beds and 6" rn lawn ureas if topsoil on site rs riot ' / /T^ weeds, and certified fit for sole in Oregon. .�.� 1 / �•---...� '� - - - � � ronduuve to proper plan. growth. 4J1� otherwise notified by General Contractor Lundscope Contractor is to submit � .Al►•' .. .• the apparent silence of the Specihcutons aril Plans us is any detail, or rile apparent urnission frorn tnem of a detailed samples of the irnported soil and/or soil amendments to the Landscape Architect. The topsoil skull be a sandy loom, Ire f - - -- I U` ` • ' • `. ` - : description concerning uny point, shalt be regarded as meaning that only file LUL-_-tltilicQl orgi Ctic;9 is to prevail and that of all weeds and debris inimical to luwn or plum growth. f t' _ ^^y�'_�" _ - \ .., .•+ •• ' r�Y rriqteriul ung wurkRlunship _UI_fir _-UUullty_9r��i_!?3J ;iV51 All utterpietulions of these Specifications shall be made i ����� 'h-^� �- ` • upon the basis above st tied Lands�;upiny shall include finished grades and even distribution of topsoil to rneet planting requirements. Grades and slopes shall be as indicated Planting bed grades Shull be upproxirnulely ;i inches below adjacent walks, paving, hnw-hed I PERFORMANCE QUALIFY ASSURANCE: Use adequate numbers of skilled wurkrnen who ore thoroughly ti-oined and experienced yrudetines, etc., to allow for bulk application Finish yradirty shall remove all depressions or low ureos to provide positive � 19 I (. in Lha necessury hurticulturul practices and who are completely familiar with the specified requirements and methods drainoye throughout the urea 21-CS i) needed for the proper performance of lila work of this section. � HERBICIDES: Prior to soil prepoiolion, all ureos showing any undesieuble weed or gross growth shall be treuted with fi j I — 13-5D Lund;;' ut;e Cantroctur is to verify existing conditions prior to bidding Round-up in strict uccordance with the munufucturer s instructions N - -- �--... 5-AR ( NOIIFl(.:AIION: Give Lundst.ope Architect minimum of 2 (Joys udvunce notice of times for inspections. Inspections at SOIL PREPARATION: Work oil areas by rototdhng to a ininirnurn depth of 8 Inches. Remove all stories (over 1 1/2" size), �- ------- �) glowing ;;Ile dues riot preclude Luudsca a Architect's right of rejection of deficient inuteriuls ut project site Each plunt sticks, moitur, large clumps of ve etutioti, roots, debris, or extraneous matter turned up in working. Sod sholl be of u G/) y y p P y 1 g P 9 - failing to rneet the above mentioned "Stunduids" or otherwise failing to meet the specified requirements us set furlh shall hornogeneous fine texture Level, smooth and lightly compact ureu to plus or minus 10 of required geodes. EXIST. BASEBALL � � be relocated and removed immediately frorn the premises by the Contractur and at his expense, and replaced with � U r•I LLQ �r� satisfactory plants or trees conforming to the specified requirernents Final location of all material sholl be approved by PLANTING HOLE: Lay out all plant locations and excavate oil scats from pluntiny holes to 2. 1./? times the root ball"'or I E -_ the 1 undscupe Architect or Owner's kepresentutive riot systern width. Loosen soil inside bottom of pluat bole Dispose of any "subsoil" or debris frorn excuvolion. Check W 1 I - dromoye of planting hole with water, and adjust any urea showing drainoye problems. SUBSTITUTIONS: Only as uppruved by the Lundscope Architect or the Owner's Representative SOIL (r11X: Prepare soil mix m each planting hal® by rnixrng: GUARANTEE AND REPLACEMENT: All plant rnuteriul sholl be guaranteed frorn hnul ucceptonce for one full 3rowiny season 2 part native topsoil (no subsoil) ur O \�\ ane year, whichuver i�, lunger Uunnc 3 this period the Contruciur shall retiny ny plOnl inateral that is not in good 1 port Mushroom compost, Gardgrl Compost, or as approved U � �• condition and produciny new growth (except that inoteriol damaged by severe weather conditions, due to Owner's pr a negligence, normally unforeseen pocuhantres of the pluntiny site, of lust due to vandalism) Guarantee to repluce, ut nu Thoroughly rnix in pluntiny hole and add fertilizers ul the followiny rules 9 cost to Owner, unacceptable plant materials with plunts of same variety, age, size and quality us plant originally specified Smull shrubs 1/8 Ib / plant Shrubs 1/3 to 1/2 Ib,/ plum trees I/3 to 1 Ib./ plant <t 1°�.aNT LIST: \ Conditions of guarantee on replacement plunt shall be some us for original plant y / / FERTILIZER: For trees and shrubs use Comnierciul Fertilizer ',i" Inorganic (5-4-3) with nitcra-nutrients and 50% stow C,, Q I �--- �. Lund;;cupe Contractor Stoll keep on sitr� for Owner's fiepresentuhve's inspection, all receipts for soil amendment and topsoil ieleusury nitrogen For fine seed lows ureas use Cc.mmRrciul Fertilizer "f3" (8-•16-8) with micro--nutrients and 50% 1 a SYM I A11N NAME/ Common Name �- ^517L. SPACING \ (' ). I fertilizer to w r, deliveries. slow-reieusing nitrogen For lows mointenonce use Commercial Fortihzer C' 25-5-IU-2 UQ_tW upp y 15 Water Ouality Swale. O GROUNDCOVER C € 1�Tt PROTECTION'-Protect existing rands, sidewalks. and cs urbs, londscupiny, and other featureremaining us (ural work. Verify < a � 48 AUL. ARCIO51A1 HYLOS t:vA-URSI "MASS." 1 yul. 3' u.c. MQPU�R location of underground utilities prior to doiny work. Repair and make good any donioge to service lines, existing features, PLANIING 'TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants and Mussuchus,itts Kinnilinnick # / etc:. caused by landscoprny irtstullution. slruclures Place 6" minimum, lightly compacted layer of prepared planting sod under root system Loosen and remove � 6 4U 1 1 t.UUNYMUS I OIi'IUNLI "GRACIIJS" 1 got. 3' O.C. twine binding and burlap frorn tap one•-half of root bulls. Cul all cleanly oil broken or frayed roots, and spread roots Gracilis wintercreeper Luonymus / \ PLANT QUALITY ASSURANCE---Deliver direct from nursery. Maintain and protect roots of plunt material frorn drying or Other . 8ucklill �lanlury hole with svd mix while working each layer to ehmInote voids \ O 1 60 1 Illi I AVANUUI A ANGUS] "HIDCOTE HLJI-" 1 Vol, 16" 0.C. �\ \ possible injury. Store plants in shade and protect them m from weather immediately upon delivery, if nout Stagger Plants in rows flat to be plurite(i within y Ifidc'ole Blue English Lovender / fuur tours. When opptuximately 213 full, wutur thoroughly, then allow wuter to souk away. Place remaining bockfdl and dish surface e 87 RCL HUBUS CALCYNOIULS 'EMERALD CARPET" 1 gal. 3' o.c. \� � h around plont to old water. Firiol grade should keep root boli slightly above surrounding grade, not to exceed 1 inch Lmerald Carpel Bramble ��`' / Nursery stock shall be healthy, well brunched and routed, formed true to variety and species, full foliaged, free of disease, Water again until no inure walrir is absorbed. Initial watering by ungation system is not allowed. 5'HRUEIS +�.,�� injury, defects, insects, weeds, and weed roots. frees shull have struryht trunks, symmetrical tips, and have un intuct 1111 iMW j 1XU MI ;R P11Y A "WINT R M" I, c `� # single leader. All Plants. 'frue to nurrie, with one of each bundle or lot tugged with the common and bulunicul nacre and t I l 5 ( U I I E GE 2 yn 3' u SLAKING OF TREES. Stake of yuy oil trees. Slakes sholl bo 2" X 2" (none ) quality tree stakes with point they shall be '�•�__� l size of ih,� plants in accordance with standards O1 practice of the American Association of Nurserymen, aril Shull canforrn Winlrr Genn I.ittleleul Hoxwoud / of Douglas fir, clear and :;curdy Stoke to be nununu,n 2/3 the height of the tree, not to exceed 8'-U" Drive stoke r t0 the `�tongrdl Plant Names, 1942 Edition. III ea' CUIONE.ASIER IaAl2NLY1 5 gal, d' 0.c. _._..._.__ �-,. /�� �,r* firmly t'-6" below lila planting hale free fres for deciduous trees shall be "Chainlock" (or bailer) For Evergreen trees Turney Colurreosler • ?t CS CURNIJS SERICfA 5 0l. S o.c '111111 �`•1....-� / i�. � ContainerOContainer grown stark. ,.,,mall container--grown plants, famished in removable containers, atoll be well rooted to ensure use "Gro—Strait" free Iles (or a reinforced rubber huge and guy wines) with guy wires of n nnnimum 2 strand twisted I; Redosier Dogwood g / ,`'�� � l �` healthy growth. Grow container plants in containers a rninimufn of one year prior to delivery, with ruots filling contuu,er go wire T // but not root bound Hare root :;tock: Roots well-branched and fibrous gulled and burlupped (13&8) Boll shall be of 0 1 AC I UONYMUS At AIA "COMPACTA" 5 yon. 5' o.c `� JG Uwort-Winged I:uonyrr,us --�. ,, r,,.'''�� •'� C�� `, natural size to ensure healthy growth Ball shall be firm and the burlap sound Na loose or rnudc� boll will be ucceptoble MULCHING OF PLANTINGS: Mulch planting areas with dark, well-ratted fir or hemlock bark (medium grind) (or us approved) l„ a deplh ,; ;' Inches in ground UUVPr Ureve wind 2 1/2 inches in shrub beds Apply evenly, nal higher than grade of r• 12 .I-IV LURYUPS PkC11NA1115 "VIT(IDIS" 2 gal. 3' a.c. U � �'a '„'" blunt (it, it •.urea horn the nursery, and rake to u smooth finish. Wuter thoroughly, then hose down pluntiny area with ►• IUNIPL Daisy VI ` y 1 � fine spray to wash leuves of plants 0 4 ,1VS .IUNIPLRUS VIRGINIANA "SKYROCKET" t1-7' As shown (f � o IV Skyrocket Juniper „,,” ti" (1 _-- ---_—�_._._..�___ ------ r �% 17 NUG NANUINA U'JMESIICA "Gl1LF STREAM" ? yet. 3' o.c. �^� �1'� -�. FINE LAWN AND WATER QUALITY AREAS: After ureos have been prepared as described under soil preparation, float or drag /i (D ww Gulf Stream' Nundino < ..•.,,.,�_, 'Q '`µ`^-�` lawn and wuter quality ureos to required grades. In tine lawn area apply Commercial Fertilizer Mix "ll" of 4 5 lbs. per �--1 x `� Jg PC P1IYSOCARPUS CAPHAIUS 5 gul. 5' 0.C. \ \1/� _ 1,000 square Leet nail coke into soil surface (�]� apply ferhlier to Water Ouuhty Swale. Establish on even, fine C �I.Q�� .ar?Q ��r �I\ -� textured seed bed meeting grades, surfaces and texture. 5uw seed with a mechanical spreader at the uniform rales u:; Western Ninebork / \/ , „ �: - `,, - �`'�� �' `' --._ noted below. Rake seed lightly to provide cover l/1 4(1 PLO PRUNUS 1 Alllt. "UTIU Ll1YKLN" 1ti" 4' n,G. / � � --� t`) Otto Luyken Laurel r / " r•, "rM�T C�•tr't- ` 1 „ =_ SEED: Hluatug grass seed tonlorminy to applicable Scute lows. No noxious weed seeds 5ubmrt Guaranteed unulysrs t 4 RGW RHOUOULNDRON "GOMLR WAIf_RLR" 1ti" ,, a.c. q1 Iv'ST "�""—_ -.�_ F. Garner 'Waterer Rhododendron \ °jw �'--CTI- I '--._may - 11ne Lawn Seed Mlx: "Chompian Geed mix (as supplied by .,rel Research of Oregon -- or us approved) Saw at ., If.,s; 11 RU RHODODENDRON "UNIUUt" tt3-.1" 5' a.C. \ 2--EXIS1. FIR TREES- \` _ , % fir • , .. • . c n _~'"- - ry Pol 1.000 -;,1 it ► EXIST. Unique Rhododendron TO REMAIN 2 11MW LANDSCAPING L . " Water Quality Seed Mlw To contain 2Uli Creeping Red fescue, 10% Perennial Ryeyruse, and 10% liryhlund Colonial Benlyruxs Seed must be •_rap SIIRAL.A X BUM GOLDMOUNli 2 al. 3' o.c. • and weed free Seed at 5 lbs / 1,000 eq fl AWN 9 Skit ' ,. ' .. y / ('1 8 I?' c:el ) � - b. NOG 'f0 REMAIN ,j Gnldmaund Spireu 13 SO SPIRAEA DOUGLASII --" T-1 1 IJM W '�� 3 gat. 4' o.G. - � - - �, � �., •; ;•. '. ------ - MAINTENANCE: Douglas Spiroeu TREE PROTECTION 1--PSA ' -- _ Fine Lawn Areas: life lawn areas shall be rnr)mtamed by watering, rnowing, reseeding, and weeding for u rninimurn of 60 'TREES /FENCE, SEE NOTES / / 1 days after seeding. After 30 days apply Cornnnerciol Fertilizer Mix "C" at 4 lbs, per 1,000 sq. fl. Maw and keep (it 1 cn -� 9-AZAI_EA� \ . � '"""�•..., • 'h' " to 2" in height Remove clippings and dispose of off site 5 AR ALNUS RUBRA 2" cal As shown �', (1'RANSFL_ANTED ,,'' ',, �- f Water Quallty Areas Areas sholl be maintained by watering, re:;eeding, and weeding for n minimum 6U day; utter seeding ll 4 ARB RedACEAlder RUBRl1M "BUWHALL_" 2" cal As ohown , y+, _ EX15T L"WN FROM ON S.I TE r / '1L,aL IN ,,° Water quality swule pis to be kept free of debris and maintained to insure water flow. L r4 Huwhotl Red Maple 1 ;l1lJl} Fi /�1.11.1� Rk aEEU AREAS SUG_ Protect and inuintoin work described in these spe0ications against all defects of materials and workmanship, through final S ARU ACER RUBRUM "OCIOULR (: ORY" 2" cul As shown _ a , . _0' .. `+� DISTURBED BY _ "`�, acceptance. Replace plants not in normal health condition a1 the end of this period Water, weed, cultivate, mulch, UCtab it Glory Maple .• ,,•\. _ .r ti P p P Y 1: "h,GONTRUCTION 'r 1 LLE CUPRESSOCYP LEYLANUII "F►aL:RA, 15LE' s-•7' As shown ,, - \ t reset plants to proper grade or upright position, remove dead wand and do necessary stundurd rnuint@nonce operations. Emerald Isle Leyland Cypres:t t 1-PSA w' -3-LAC Irrigate when necessary to avoid drying out of plant materials, and to promote healthy growth 2 FOR FRAXINUS OXYCARPA "RAYWOOD" 2" cul As shown ! 'fir 16_EMW -� �_. "t, ( Roywood Ash �. PSA 1-SBC _. ___ _.�__._ _-. CLEAN-UP: Al completion of each division of work oil extra material, supplies, equipment, etc , sholl be removed from q..LXTST. MAPLE -- fi-SgG ( . �, 4 PGC PYRUS CALLERYANA "CHANTICLEER" 2" cal As shown r � F' OPERT`T LINE _ the site All walks, paving, or other surfaces shall be swept clean, mulch areas shall hove debris removed and any soil Chanticleer Flowering Peor rREES TO REMAIN \ C \- 1�1 BMW --�~ "�• �l- - ----- —_ I cleared from surface. All areas of the project sholl be kept clean, orderly and complete. 4 PM PSEIIUOTSUGA MENZIESII li- 7' As shown (2" G61. PLANTED 10-AOU -� Douglas Fir WITHII. PAST I: �w 'AU / 4-RGW- c)-.GN I 4 PSA PRUNUS SERRUI_A'IA "AMANOGAWA" 2" (:of As shown THREE MONTI IS TO \ \ �V U'.., ! 11-CLE Am no nw :her n g. o ( y MIT16ATE vR L*IN 4 TPF THUJA PLICATA "F'ASNGIATA" 6•-7' As shi,wn REMO/AL OF FIR NDG / 1 _ n r X _ / FIL N -_ toga Ceda TREES.) T \ Ru / 1 HMW 2-5MAL_L ORNAMENTAL TREES iTRANSPI._ANTL:G `', (.) t 4 .NOT�• _--____� _ ..._. i 1� / FROM ON 51TE) `• f� 1 Controctui is to verify all plant quantities. / ,IG._ItC;L "11? r I 2 Adjust plantings in the field as necess'Jry. Notif) Landscape TOP OF BARK TO BF' AT - ti ti N _.cYLiNASItaM Architect of any changes in layout. err 1-.PCC ) CROWN OF I20UTBALL ,---HOSE REINFORCED 3 Nr0jr30 15 to be irrigated with an outorrlatic, underground irrigation 1VI i system. f ' �` • . A A�' - RUBBER OR CRO- v) UJI•- r r� EXIST. �s'\ ',1V`.� °" (1 I) t C � / ' S 4 TRAIGHT TREE TIES U cv PQ5M_Q J TREE _� ,� I LANDSCAPING" ) C) 2" MOUND FOR �' TO REMAIN IY 1 Existing tree I,.; u to be protected by temporary 6 high Construction ,r rr I / �''' _ I i (l WATER BASIN -GUY WIRE: #10 GA -r j fence placed as shown on the plan Ther@ is to be no eyuiTtment ,� I rt't r� _r.-- ,� 1 I AC ► j 2'x 2" DOUG FIR n DBL. STRAND, TWISTED, L) u or rnoterial storage, or disturbance of uny kind wilhirI the fenced � _ - - - 2 TI'F STAKES. 3 5 TAKT:`> GALVANIZED a v urea. EXI T. �.� �'•� ♦ t_nWCd EQUALLY SPACED 1 An soil compacted within the dri line of the tree shall be aerated AN�SGAF'1NG - N ^ K r 4 ..Nf�(� , AROUND TREE � � w �.1 Y P P TO REMA' N 1 1 LiM W i' 9"CP �--2 1/7.' BARK MULCH p., el by acceptable orburicullural methods for the tree cut e / 2_F AG__ ti After Construction rovide insect and disease control as needed, 3-RU �, ; e -FINISH GRADE c) r. t, •... _- provide irri atlon and du not Cover root 5 stein with niore than 2" \ �r `�. _ r ��` --" 2 FOR REMOVE: L3URLAF�.__ � M� � _ lye to T• 9 Y' �•-- "• - --�BACKFII.I_ SOIL MIXTURE C� to of additional soil. - _ .. _ / 1 -ENV `�:. - i liWITHL -+� 40-FFG __ •. -3-f'GC: ` A . ,, ,''. .• �': ' l TfT FLR LIZL•'R rl ,, AKIN / 29-BMW- •� BAI�� CxIS1ING SUL3GHAUE r �t —3U-LWf3 2 to Z 1/2 ROUTf3ALL u, � 30-LHBd' ARO .. Zo r I I AJO LAWNio� till -^ T __ . .�_. I�GkEL:N TI- k..h TAKING L E_ TAIL --- EXISEVL ,��LAWM City a•► F' Of'EE•c' I_IN _ r _. a■■■r _1_ -_---- - �_�-._v _ U _C7 S. NOT 10 SCALE QE Ur:' a V! ,. _R__�.O._.W_.�._____--__ _. _--- ---- - -- - F�`�► I " I . 4 a R3 " _ REVISIONS,F- - a j � � ONE �IA1 ) _ _— ___.------..___•________.---_ _- _..._-._._._� .__...—._ o _._. � ___ a I(7 ` y F=T i I AN CHAINLOCK Tl1F L TIES �"fa L (ole As A.PPROVLD) IK -2" x 1" O.F. SIAI:ES `XJ cv a U 1 p TJ --.__ -- o I ROWN OF ROOTBALI. TO BE I- id a~ 1 TREE REMOV4 MITIGATION_CAWUWIONS � ry i><i 2" ABOVL FINISHL.C' GRADE ' v or - , ; I -_ - -- _ - - __ ---- -- - _ ___-_. � 4 rnx T01AL LXSITING IREES OVLP '12" CAL. 2F3 UU U UR W TLft L3A5 N �, if) SET DATE 3/6/03- -2" M N F A I ro I TOTAL EXISTING 1-RI::E a 10 Ell, REMOVED OVEP 12" CA. =: F, a yam!` 'J ° FINISII GRADt: ����� � ; \ \\ - - 2 1/2" FiAf�K MULCH E---1 n = FILE t'a I PLRCE.NTAGE. 01: LXISTING 1RLE`:� 1'0 REMAIN = 79y ��� _�_.�__-_----------- ,U i F I JOB 2139519) , 2 t/i" I:inlzl< MULCl1 NISH GRADE _ I x _ ° I fJU MITIGATION 1zE(il.IlflCl) I (JFK LXI`�I1NG I11[�L REMOVAL 1--t, MIN.- --+► IIIA_. -- 111-ILL_ `01L MIXTUR ta x r, I �illll l '\` 111113 - 11__.1�1 -rr'r-- WI Ift f LR UILIZER DWN JMT CHIC JLO _ BACKI-11.1. SOIL MIX 1010 _ -- - ---- tti t I =11 =FII- 1' Will I I LR 11L.2E:h 2 to 2 112'X I�OCYTE3ALL. EX15 TING SUE3GRADL l - i1i_Itt--err_ ca'in I 1 I I I 2 X RUOTIIA1.1 L:XI511NG S1113GknUl: U " I - `_� T I N G DE 1-AIL Mckenzie Sir 9935 I PLM?003-00 096 for 01 u NOT O SCALE V. NOT LAN -ING DFIAR. to of is I — x NOT 10 SCALE:(t) PERMIT SET OF SHEETS ri x FAR 14-I'raject:i\F'L.ANTING\AMM\StAnlhony ..,r,.daal,v�n•..sr:w:...,,..nmiun, v,>,., ..-., ...:t .-..-,::.i•. «e,r,vartw, g NOTICE' IF THE PRINT OR TYPE ON ANY I I I III V I I I III III III I I III III III 1 1 1 1 1 1 III III I I I I I l i III III I I I I I I III III I I I I I I I III 1 1 ! I�j I III 11 ! III III 1 1 1 1 1 1 1 III I I ' 1 1 ! 1 1 1 1 1 11 11 1 1 III I I I I TTI 111 111 111 A t l i I o d� 00 IMAGE IS NOT AS CLEAR AS THIS NOTICE. L I I_l l L- I -I � -I I �I I I lI_ - 1 I I -61� I- -I_!. --�_I gl I I✓L-- _1� -- -I - 111 I I 1 �� 1 ...,:;aiNAwtA,,,y„n••.w=,..wm.»r.....•s+,n*Yi1Y9p,1,@„+'-r:Mk,.: " No.39 ITIS DUE TO THE QUALITY OF THE ORIGINP,I. DOCUMENT p�E 6� t3Z GZ 9L Z 6tG 8L L trL I O�LIiI 81t 8i Lit f�� 9��'�I St 7Th i�t I O�t I� h L -111191111111 4 1' S S I i1Ixnw� Irl Il III l L II III I,IIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII:IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIillllllu.11 IIIIIIIIIl j� lllllll IIII�I11111u1�llIIIII�W►IlAa �IIII ILII Illl�lll. Il ILII I�IIIII III�IIIIIIIII�III�IIIII ill • • • ' . V /11en / H AS ISAN ZONING �I� Q `. .• 1949 � �`�-�, �; �- ' - - - -- - _ __`_--- -- . _ _ _. _ _ _ _ --__ CODE E �N�L 1''� I S ,� ----- -- I ... O1 ll TTff _ ZONINv CODE CITY' OF TIGARD - DEVELOPMENT COUES 2001 // �----- - - PROPERTY LINE w ,o s� -- ---- - /` ��' - '_"" `['- > �...;i )-_..•.�)- QTR, SCALE MAP XX — v \ � I. O�- ON, °` DEVELOPMENTAL -- --- 10 7..a AM NOTES I I O O- -_ / --� STANDARDS -- -=---` � - - � _. � _i -- -- -- - ---- - --�- �`"�---'- 18.510 y - �- y( LOT 1 R-12 290,778,26 SF MIN. LOT SIZE IS 20,000 SF L_Q( 'SF-DU' 6.78 ACRES PROJECT BUILDINGS LOCATION Z aI�'►.Ir \ Q� EXISTING f-� H l � C� A S M LOT 2 R-12 21,780,6 SF PARKING WITH FUTURE MODULAR U n (!) ! (NO WORK THIS LOT) LOT 3 R-12 20,897,8 SIF (NOWORKSAGS LAGE OT) ~ E X 15T IMG ( ) F_ EXIST, BASEBALL _� ii4t/�Y SCI-{C.�OI_, - o x n \\'� / / `'-•�.,.�_-� �� � 333,458.6 SF TOTAL PROPERTIES AREA � ,1 USE CATEGORY SECTION .1l AUA .flWL�1j�G / �•r LOT 1 1 TABLE SCHOOLS GOND. USE 11,617 SF / r MIDDLE SCHOOL AUUNdcREMODEL •� CLASSROOMS &18.510,1 (REMODEL PORTION) Q SCHOOLS COND, USE 11,749 SF Hill GYMNASIUM •- w (NEW CONSBRUCBY TION)KERS O I - LOT l �'��,_ � RELIGIOUS COND, USE 14 439 SF EXISTING CHURCH - a u A i ,! I - _ _, _�-1 T �j gra _� �-_ SANCTUARY do OFFICES U „ 1 / 1I - �� M3 J \ firBACk (NOT PART OF PROJECT) , 13,962 SF SCHOOLS COND, USE EXIST. ELEMTSCHOQL_ XIS+i • --- / / ( CLASSROOMS be Al •' �__ / / \ (NOT PART OF PROJECT) (� d/ •' •.••'•` � I� SCHOOLS COND. USE 2,680 SF EXIST. ELEM. CLASS OR QMH i' •'•` PARKING 4 �� 1 ~11 (NOT PART OF PROJECT) 6PAG68 6X187:`---.� � '__ -` � \J OUTDOOR SCHOOLS COND. USE 981 SF IEX Sl• MODULAR /1 .� X1-9! r .� ••+ " PLAY _`� ` _ (NOT PART OF PROJECT) 1 \ - � p BARKING �/ - _ SCHOOLS GOND. USE 1808 SF 1��j \� J �� _ NOT PART OF PROJECT) SCHOOLS COND, USE 1810 SF t j�P_MppULAR X13 2~ ART OF PROJECT) STORAGE ALLOWED 1,8:'6 SF ST. VINCENT de�'AW. C� - - C -' `"--• _� - - I DISTRIBVIION CENTER � O TO BE DEMOLISHED `�� _ �••` r,'• _� 61,683 SF BDG. DOES NOT INC UDE OUTDOOR L \ OVERAGE I� Q� E _ _... . .•. CCpp EEp _ S?,V V�N�ENT a PAUL l :• � � AR OR SHED _. r d I~ ' _ ��s• ••'•• • 92 038 SF TOTAL IMPERVIOUS SURFACES � o� ?p'_0. r. \ ••'' »'••♦ - -1_ _ '+» '. (DOES NOT INCLUDE BUILDINGS) - SETB,4 �� , - " _ - •,, I LOT 2 '•»•'.'•'.'••• - — STORAGE ALLOWED AREA NOT FUTURE 5T. )JNC NT de PAUL .•. .•.•. _ = - '• ••• - - --- DISTP.!,. ik CENTER C • DETERMINED _ ♦• m (NOT PART OF PROJECT) » ••.',••.•.•.•.» - ;f ; ', -- C;- C� -- -C 000000 SF TOTAL S N CL BUILDINGS)� h ••'• PROPERTY LINE - (DOE NOTOUS SURFACES G] E NOT INCLUDE BUIL • `-L 1�. \ �.�. .•.•. ; /,, •..�. .�. •. LOT 3 PARKING LOT ALLOWED X. . ElGEJ '• i — I ' 000000 SF TOTAL IMPERVIOUS SURFACES G URC _ » •» •• c DEVELOPMENT STANDARDS STANDARD PROPOSED DIES TABLE MAX. BUILDING HEIGHT: 35 FT. 2T-8" FT, GYMNASIUM 18,510,2 MIDDLE SCHOOL ADJACENT ' GG ZON TABLE � UILD NC SE78ACK5 GYMNASIUM r Q '.� '•• -• I �l!s 18.510.2 ,yq � ,i;• '', , N •'•' ( FRONT SETBACK 15 FT, 19 FT. 20 FT. RF'JUIRED u 0 '�- �R, ti''•/. r� (1�' '.',r( (SW Mckenzie St.) PER 18.330.050 � ,, M' , � '-, ,•• •' � . � SIDE SETBACK 20 FT.. 20 FT, REQUIRED �;+r't'i%?r; ' m -.`A� , 4'r� ,�*r,• 0 0' (SW Grunt Av6.) I PER 18.330,050 \ •, S d SDE SETBACK 10 FT, 8 FT, �• ;x•, I._ / ?r r •• I 1 20 REQUIRED IU '• Y,�Rp (Abutting CG) PER 18.330.05E 1p + }n •'• II •' • ' 1. 4 •-----+--.J, ET[3QCK REAR SETBACK 10 FT. 18 FT, 20 FT, REQUIRED vJ I .'. `.` '•` SW John-on St.t PER 18.330,050 1 •»• : /i I � - I O � ��• � �.� _ MAX, BUILDING SETBACKS tVONE NONE `�V ..,J - -CiFif7�0 -GOF18tRlJCTION-IT \jr MAX. BLDG, COVERAGE MAX. 80% 217E OF 61,683 SIF IK K b r (� p� SITE AREA 290,71✓ 6 5F' d RO:UI. STREET _ SITE AREA 290,778.26 SF �J M C N I ((------ONE UJAY) MAX: LOT COVERAGE MAX, 80X 53R Of 61,6835E + 92,038SF J1gNDSCAPE-REQUELM MI5 U MIN. LANDSCAPED AREA: 15% OF 47% OF 137,057 SF Z SITE AREA SITE AREA 290,'778.26 SF ��j"► ILANDSCAPE ABUTTING 15 FT, O D-2 15 FT, O D-2 I I I CG ZONE BUFFER YARD BUFFER YARD D A _—._`__-_- Y IN i I PEDESTRIAN REQMT'S, T »� - _ -, CHAPTER REQUIRED PARKING: FIXED SEATING Ct I RASKINCx I I 18.765 VEHICLE: 1 SEAT/18" X 987 LF 658 SEATS I Y I I LOT 1: 140 SPACES P I �� �i14ULFJXE1LS-EAtc REVISIONS LOT 2: 59 SPACES 630 SF O 1 SEAT/7 SF 90 SEATS LOT 3: + 49 SPACES 748 SEATS 249 SPACES 249 SPACES 3 SEATS/SPACE x —. E , CA1"1FUS ZONING 51TE FLAN BICYCLES: 18 SPACES 36 SPACES 6 SPACES/CIASSRM• I AI 1' 40'-p' �" I `�� G., LEGEND Q LOADING: NOT REQUIRED 1 SERVICE a, <E �I VO I E5 GENERAL I VO I ECJ LEGEI `1D SPACE yl I r NEW CONCRETE ADJUSTMENTS: A. 18 FT, SIDE YARD SETBACK, cv DEDICATION O SIGN - 'ONE WAY - ENTER' 1. SEE SHEET A1.03 FOR .ARCHITECTURAL. SITE PLAN � � ' -ET C'�TE 3/5/03 °J -- g• 18 BICYCLE PARKING SPACES, 2. TRASH/RECYCLE ENCL06URE CALC6. NEW BUILDING C. PARKING IN R.O.W. ON SW McKENZIE TO REll FDR PHASE. IA CONST. V)x O NEW ADA COMPLIANT PARKING SPACE - O SIGN - "ONE WAY - DO NOT ENTER'. 51-11 S SERVED JOE 211275 0 SEE II/A1,05. — ---- NEW LANDSCAPE PARKING IN R.O,W• TO BE REMOVED, STREET TREES 10 BE PLANTED, do ADDITIONAL N N MIDDLE bGHOOL 11620 6F 45,120 SF PARKING ".S NEC, TO BE PROVIDED IN PHASE 1 B CO'JST, DI. N �� C �; C,3� AREA OF ADJUSTMENT, PAINTED ASPHALT' SIGN,�Y',E. 6sYMNASIUM I!,75t2) OF � 4 SF/1,000 8F NEW ASPHALT civ CHURCH 10,100 SF 180 OF ROD, IF PHASE 1B CONST. IS NOT UNDERTAKEN DURING CONDITIONAL USE PERIOD, THEN Sill I} O OFFICES E3,m50 OF � „) EXIST, CONE, OR ASPHALT PARKING IN R.O.W. TO BE REMOVED, STREET TREES TO BE PLANTED, do PARKING 1. 1 TRANSFORMER. 8 REVISED VEHICLE CIRCULATION PATH FOR TO REMAIN As NEC, TO BE PROVIDED, ELEMENTARY SCHOOL. VEHICLES TO BE DIRECTED MODULAR C:LASSRM6, 3,620 5F 216.6.1 5F PROVIDED c' 45,120 OF BY MONITOR$, NO STRIPING PROPOSED EXCEPT ° X PER KEY NOTE NOS, 6 -1, THrrREFORE, OK U Algol Mckenzie Stl 9835 PI_i,M2003 000'Jn, «X „ °' ,�! PERMIT SET OF 5 1 15 M:\S-Z\5t,AltthoLly\?_1 17 7�,`•0cci\ NOTICE: IF THE PRINT OR TYPE ON ANY �r�1 I!r 111 IIIIIII 111 III I IIIII111I1 III � I L�II III III III ISI ( I ! � III 111 IIII IIS ilk III III 111 ill lel I IIIIfi III III ill III III iii I I i�i I�I IJILLI I I�I I�I 1�1I1 �1 I�I I�I IIIII I ?Ili 004 IMAGE IS NOT AS CLEAR AS THIS NOTIC:I:. �_ ^I,�_.� -_�- l- --I_- 3� - ! 14�- -� I-- 15� -I 6�-- -► L--I m``c�' '. nigWp.M,N-,•.,:,.+rv,g11!H •r.:.ax.,.,.e♦r•,atYupy.u.•,y.t,r..4:h'u,... IT IS DUE TO THE (QUALITY OF THF No.30 11' ORIGINAL. 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SEE CIVIL DRAWINGS FOR COMPLETE SITE INFORMATION BUILDING CORNER, TO BE USED AS MONUMENT FOR F GYMNASIUM DIMENSIONS. TRA6W/RECYCLINENCLOSURE. SIGN - 'ONE WAY - DO NOT ENTER', Ill g rnx PROTECTION PENCE FOR EXISTING TREES PASSENGER LOAD 10JE TRANSFORMER LEGEND SET DATE 3/5/43 ® FILE , 1.03 NEW LANDSCAPING SEE LANDSCAPE PLANS NOT USED.EXISTING CONCRETE WALKWAY 2Cll: I NEW CONCRETE JCB 2112-15.2 x ® NEW ASPHALT PAYING EXISTING STAIR 22NEW UNIT MASONRY RETAINING WALL DESIGN-BUILD DUN GIK13 t�dDETECTABLE WARNING DIAMOND PATTERN CREATED NEW CONCRETE WALKWAY, NEW ADA COMPLIANT PARKING SPACE WITH EXPANDED METAL GRADE, TYP,O14G . . SEE 11/A1,m6 x (00NEW EXTERIOR CONCRETE PAVING, SIGN - 'ONE WAY '• ENTER'. ® PAINTED ASPHALT SIGNAGE. NEW LANDSCAPE NEW COCRETE RETAINING WALL - SEE STRUCTURAL FOR NEW ASPHALT 40T WSED. Mckenzie Str 9835 r6 � DETAILS. � PLM2003-00096 ° 803 X I� EXISTING CONCRETE DRIVEWAY APRON EXIST. CONC. 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WHEELSTOP - - 1/2' RADIUS----, T.O. 51-AE _.__ c' l Q - — RADIUS CONC. SIDEWALK ON APPROX. FINISH GRADE BOND COAT �Z y % - a. - AGGREGATE 15ASE - -- /1 I - � Q 2 O H SEE PAVING J 3 LANDSCAPE - ---- I I ''t w r 'E ,• �. t. ,. - a-.. �� PLAN 0 OU UNDISTURBED 901E — •„'- �L. ) is 0NE 40� , Ll�l • to AGGREGATE BABE ��°� _ ,_ _ _ .�_�'��'�'�� . ..�_ . � '�•,: _ '�i'•� __ N III —III III= I:' NOTE, SLOPE WALK AWAY ii- IJ.-=l.fl.;�l SECTION �I11- ' © c • -111 LII ---111 -� i iT��I�:.� I R�D3l. Of FROM BLDG. 1/4'/FT. 61DEliJ<41.IC —.III----.� I i-- © blpll�4t.lC TRA5H/REC`'CL INC 13 10 CURS 5IDEWAL< EDGE DETAI1� 5r4`� lJJHEEL5T0P � CUF,� 5 ri`� WALL &ECTION CID 1.05 1,05 3/4'•I'-0' 02D51TO(o 1.05 NOT TO SCALE 02D51T25 1.05 ��� . I'_0. 02TR,4505 !` px O cti ,x- IOD _ 14- v_ o 1.05 '•.,• U1 -_ - s� METAL SIGN U) -•`” :' ;� . ^�•�. ONC;.�•, 0 / .r • FASTENED TO POSTOd NORTH • - , WHITE LETTERS 1'��i - WHITE LETTERS / , • SYMBOLS ON BLUE + SYMBOLS ON BLUE i••+-i 10D L - :; _ �=� BACKGROUND RESERVED BACKGROUND LOADING (STATE OF OREGON) e4 4 ONLY 4' PAINTED , AV I HIGH LETTER, W/ ® EXIST. ;,' ,%. :; :,` 2 STANDARD WORDING PER x STRIPES p l� ADA CO QM'TS. D DE RE FLUSH �. IOC a NE 4 ;;: 1.05 WALK X — LOWER SIGN TO READr 0 RI N O 'VAN ACCESSIBLE' V 1 v NEW ADA /�' AT SPACE TO LEFT OF `3 A r ACCESSIBLE AISLE COMPLIANT \• g'_0• 3 ELEVATIr� ELEVATION , ss •, r., METAL SIGN 4 ++ P SPACE O I I Il I 30 30 I -0 FASTENED TO POST �. I 1 ( I !1 �� STEEL DOWEL, FILL HOLE U> 9 -(1� __ _ I I a i 2'4 DOME CAPPED STL POST ® -_ Il�II M cv 3 I. CENTERED CH EACH HANDICAP - � W/ NON-E�HQiNK GROUT It ti ' DETAIL NOTES: SOUTH '1 '` : : . . a h a< I I PARKING BPAGE 5 - -1 WHEEL STOP 4. v -� INTERNATIONAL AGCES�IBILITY 8`r'MBOL ;� liJ ( l -ill �, Q j -� _. I i�I 1�: i �, lCl- ,I LI k� f--i�. ' k" BOND COAT � AT EACH SPACE. SEE 12/Al.05. , i�l�=-�i1 ITTj--1_I =1�, 1 0 �� I NEW ASPHALT PAVING. ��� •`• ;I I �.h - hI I I : - FINISH GRADE '. - (-CLI, -� I r — 2'# DOME GAPPED STL. POST ® ACCES61BILE PARKING SIGN VAN, 2 NEW BICYCLE RACK. �f+; '••• - tI.I_W . f i1r�Ti11- CENTERED ON EA. ADA ,•, ,•,-,•,•, -- -TTJ"'"I�i� --11rrt_ l T COMPLIANT PARKING- SPACE SEE 2/A105. ® _ 3 6' CONCRETE CURB. l I _______.THICKEN GONG. SIDEWALK i d 'LOADING ONLY' SIGN - SEE 5/A1,05. 'fT.=�•��(=_�nll T --t0 ENCASE P09t BOTTOM N CG REMOVE PAINT ON ASPHALT !DASHED), Irac THICKEN GONG. SIDEWALK "ur DETECTABLE WARNING - DIAMOND PATTERN L®9 TO ENCASE POST BOT l'0M i i ® EXISTING STRIPE TO REMAIN. �/ CREATED WITH EXPANDED METAL GRADE, TYP. Cn 0 6 BOLLARD TYP, OF (2) - ME (p/A105, / 'J , SIM. - NO _ 5Q WHEEL STOP. 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