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9000 SW DURHAM ROAD-1 r.: P i t ;- rp,2 , r' '! w 1 ?� y C, h, ,rxl OFFICE Co :' Tigard owner High School Addi' ti' on Re odelmPhase 2 Volume No . 1 Tigard-Tualatin SD 23� 6960 SW Sandnurg St Tigard OR 97223 9000 SW D Rd Tigard , 0R 97224 t: (503)4314000 f (50?'431404 project rnanager C,orni stol,,e Manageme"' 533' SW MacAdann Suite 377 Portland. Oregon 97201 t (503)295-0108 f (503)295-1896 CONTENTS civil engineer SJO Consulting Englnee's 6650 SW.redwood Lane Suite 360 Portland,OR 97224 t (503)226 3921 f (503)226 3926 survey �.. architectural landscape architect ATLAS Landscape Architecture A0.0 SURVEY A0.11 MAIN FLOOR CODE SUMMARY A5.01 INTERIOR ELEVATIONS 320 SW Slxtn Ave Suite 300 A0.12 SECOND FLOOR CODE SUMMARY A5.02 INTERIOR ELEVATIONS Portland OR 97204 A0.13 MAIN FLOOR EXITING PLAN A5.03 INTERIOR ELEVATIONS t 1503)224 5218 f (503)224 5239 A0.14 SECOND FLOOR EXITING PLAN A5.04 INTERIOR ELEVATIONS civil A0.15 FIREPROOFING PLAN A5.05 INTERIOR ELEVATIONS architect CO GENERAL ARRANGMENT A5.06 INTERIOR ELEVATIONS Dun Olson Weekes Architects Inc A0.30 EXISTING LOWER FLOOR PLAN A5.07 INTERIOR ELEVATIONS C1 EXISTING CONDITIONS 319 SW Washington Street C2 DEMOLITION PLAN A0.40 EXISTING MAIN FLOOR PLAN A5.08 IN1 ER!OR ELEVATIONS Suite 20C C3 CIVIL SITE PLAN A5.09 INTERIOR ELEVATIONS C4 GRADING AND EROSION CONTROL PLAN A0.60 WALL TYPES A5.10 INTERIOR ELEVATIONS 5c3,226 695PortlandQ f (503))273 9192 97204 A5.11 INTERIOR ELEVATIONS � 2 C5 UTILITY PLAN A0.70 RATED CONSTRUCTION DETAILS A5.12 INTERIOR ELEVATIONS structural engineer C6 FIRE ACCESS ROAD IMPROVEMENTS A5.13 INTERIOR ELEVATIONS Nlshkian Dear C7 CIVIL DETAILS A1.11 LOWER FLOOR DEMOLITION PLAN A5.14 INTERIOR ELEVATIONS 319 SW Washington St CS CIVIL DETAILS 1 A1.21 MAIN FLOOR DEMOLITION PLAN A5.15 !NTERIOR ELEVATIONS Portland,OR 97204 C9 CIVIL SECTIONS t 15031274 1834 f (503)273 5696 A1.22 MUF1C DEMOLITION PLAN A516 INTERIOR ELEVATIONS A1.31 ROOF DEMOLITION PLAN A5.17 INTERIOR ELEVATIONS engineer en , A5.18 INTERIOR ELEVATIONS mechanicalg f A2.01 LOWER FLOOR PLAN-OVERALL A5.19 INTERIOR ELEVATIONS MFIA I landscape A2.02 MAIN FLOOR PLAN-OVERALL A5.20 INTERIOR ELEVATIONS 207 SE Ash St A2.03 SECOND FLOOR PLAN/CLERESTORY-OVERALL A5.21 INTERIOR ELEVATIONS Portland,OR 97214 L1.0 GRADING PLAN A5.22 INTERIOR ELEVATIONS t 1503;234 0548 f (503)234 067 L2.0 STAKING PLAN A2.11 LOWER FLOOR PIANS-SCIENCE A5.23 INTERIOR ELEVATIONS L3.0 CONSTRUCTION PLAN LOWER FLOOR PLANS-SCIENCE ACCESSORIES/DIMENSIONS A5.24 INTERIOR ELEVATIONS electrical engineer L4.0 IRRIGATION PLAN A5.25 INTERIOR ELEVATIONS MFIA Inc s L5.0 PLANTING PLAN A2.21 MAIN FLOOR PLAN-CHEMISTRY/MEDIA CENTER A5.26 INTERIOR ELEVATIONS 207 SE Ash St i L6.0 DETAILS A2.21 B MAIN FLUOR PLAN-CHEMISTRY.IMEDIA CENTER ACCESSORIESIDIMENSIONS Portland OR 97214 j A2.22 MAIN FLOOR, PLAN-CLASSROOMS/COUNSELING A6.11 LOWER FLOOR RCP-SCIENCE t 15031234 0548 f (503)234 067 j A2.2213 MAIN FLOOR PLAN-CLASSROOMS/COUNSELING ACCESSORIES/DIMENSIONS A2.23 MAIN FLOO.. PLAID-MUSIC A6.21 MAIN FLOOR RCP-SCIENCE/MEDIA CENTER A2.23B MAIN FLOOR PLAN-MUSIC ACCESSORIES/DIMENSIONS A6.22 MAIN FLOOR RGP-CLASSROOMS/COUNSELING A6.23 MAIN FLOOR RCP-MUSIC A2.31 SECOND FLOOR PLAN-CLASSROOMS A2.31B SECOND FLOOR PLAN-CLASSROOMS ACCESSORIES/DIMENSIONS A6.31 UPPER FLOOR RCP-CLASSROOMS A2.32 LIBRARY CLERESTORY PLAN A6.32 LIBRARY CLERESTORY RCP A2.40 BUILDING ROOF PLAN A7.01 VERTICAL CIRCULATION A7.02 VERTICAL CIRCULATION 5 ; A3.11 BUILDING ELEVATIONS A7.03 VERTICAL CIRCULATION-DETAILS A3.12 BUILDING ELEVATIONS A7.04 VERTICAL CIRCULATION-DETAILS G�rv'Ed �E A3.21 BUILDING SECTIONS A8.01 FRAME TYPES A3.22 BUILDING SECTIONS A8.02 EXTERIOR DETAILS A3.23 BUILDING SECTIONS A8.03 EXTERIOR DETAILS A8.04 EXTERIOR DETAILS A3.31 WALL SF:I✓TlUR3 A8.05 EXTERIOR DETAILS A3.32 WALL SECTIONS A3.33 WALL SECTIONS %^ ^� ,,y.v, INTERIOR DETAILS A3.34 WALL SECTIONS A9.02 INTERIOR DETAILS A3.35 WALL SECTIONS A9.03 INTERIOR DETAILS A3.36 WALL SECTIONS A9.04 INTERIOR DETAILS - �,, A3.37 WALL SECTIONS A9.05 INTERIOR DETAILS _ r, A4.01 ENLARGED FLOOR PIANS A9.10 INTERIOR DETAILS A9.11 INTERIOR, DETAILS _J I I ' A4.11 LOWER FINISH FLOOR PLANS-SCIENCE A9.12 INTERIOR DETAILS - �,; No 5! - A4.21 MAIN FINISH FLOOR PLAN-CHEMISTRY/MEDIA CENTER i N _ L' i W A4.22 MAIN FINISH FLOOR PLAN-CLASSROOMS/COUNSELING LO_ U) � T' A4.23 MAIN FINISH FLOOR PLAN-MUSIC = A4.31 SECOND FLOOR FINISH PLAN-CLASSROOMS .o Tigard High p �-- p School e E � jill, "too M cry 1 _ \ O 411.0 O t � j a o AD Cn - - _ °o a w s a E } VICINITY MAP U ' elfik.t Q� ' o UT i OF TIGARDI X .0 i 4 M Apptoved..S if�% Construction APf PM!-11 Pt ANS D3 2004 !\ 11 I,1 1 1 1 �( III fl: I,ondltionall�Approved l ) ' ;� ��rl I II It A I lu\It+a,ti I�or only the work es�d^ofb:nbed t�� ,Y _ ♦,, �I�I\ Itl;il9iirKltlS Soe ette+rltc�>�h` �O!�___ if !b( i '� ' � I � a'i II t I, I \If .11 lnb ae C11�� f V - ---... ._ r�•; JSf4 A-L OFFI ri, ....,w..,..a,...,.w, ,w w�.o,....-..+..._..... .._..,_........,.....,.,.... ,-...,,_.....r �,,,_ .. ._... _____...._. .... ...,.,......_..._......_.._._._.,.._.....,w_.r.ww...... ...,..,, - s ,y�.nwauR egxu+.wra r .w..v.+i..... .. 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Pro*i No. ___ —- •--- ' %set No. or•j phase 2 CONSTRUCTION • r I l ` • i 11 I DOCUMENTS y , � . ...•-- -~-'—..___ .. _ .. . ,'. , � date 05.03.04 < _.�` � �' �, •-_---- ' �f' revisions Wj AV' „_• .✓• ..,_'_---. r. � � ., •., C .r.;It ___._ .---- — -----=•fit __._..•--- .j!e'' .!r �r f $' project# 02054 I SURVEY A080171� ot '.fit y yM1 l;' d► , S r�} r, ' J b ,,aA t -� r L � �A k, I '`. ,.zw - :. .. • + ' 13C' p�-Av,, , M '•,,;r,,,y ,: v,. , ,.. . ., ., t. -.,;,,. ., i 1.' r•#r+� _._.._. . ... ....,... ........».,..,, . .. s: ,..,...:. :. a,. ,� ;.:¢., .4R,11y�....fWrfh„.P.wrW.M1•Ma'+'Iwata7l�af _ , ..,!.� � ,,r ,:, ,.. .: •'.. •.'I,.. :. „ ,yy.. �+kd' ., gyvvw'za,:-a.•-,arv, r.. «.,..c}:. .-.Z..,.. .•N•'i: I, rll I 1,, 111 Ill I 1 .( - i.•.. _. -, . f..: A , r.[. i .. ., ... ., ,- _ ... I t 1 I Itt I I. 1111 1 II I I I 1!.11111 f.I,III.I IIII1111.7 •1 IJ 1111 11.11: i.11„ iii„ i ,„ ,., 1111 I ..� ', ., ,. - ... Cm I , 1 # � ,���`'„ v � .�",, a r wti. •, � .,fRi� I I I , , 'I I I I, IIII II 111111 IIII.III 111, 1111 Irl!illi 111{ , i i i ;' I I ( I ( 1 I ,� to 11 t� il� t, 1 I ! I11, 1 e e o t , r ���¢{�, ,i i v.,�:y`r� ~'1 v�#C <f �`1' t ..,>I M'M!'RM•, }� O 10. � Q GC$ Z4111714 , fR• �m �!! $7 2 g 1 •p, r� _Is,;h.s• ,; to ,, Lv�a.,' ., -,.y , } y , 9t^ i r re 1 i - l Y' 'YY1M11Yiv.� u3t.. .i. 2alr”"�. Wi , .. .... _ ... ­-.1­. � •.. ......_�.o � J •.wt - u.}i1�16u..i.L1..:�.. ..al--���.—.�r-,uL1�Y 1 r r' r ANGH l ECTURE•INTERIORS•PIANS •C r i`'• uJ <� s uJ CL = N N n j-. 4~ /' , `•• -- - -J •c Oil u Q z 1 I - - .. "-- �' r.. Int. + .• 1\ .., _ � v •' i Cq 1jow r 1 A • I �"-•..� � - � x'71 �• .. . � � --------1 ,.. 1 r l_ 1 Cr) M o " \ \ ra w9d Via•, V 9 111 CD may/ In cu C14 , .•.w .`. �`1.\ r� I r •.. ..�.. \ J ` / S Lm L— A C13 ♦ \ 'h�w ��y, / � ( ,' tir r :.11, '. I, i •r , Ill '\. !� �.... r. rn Z7 . :. ,. \, \� �-� 't�1,•` )� r' •.� • - •...t�+'9!w`x_.'S.•IIX'J �•,��.wrt :1. � ;.�._«..�I '1.......A...,,.....�1..11.._:,.. �«._ I `'•' {' •� V/JIM cu ♦♦ CD i f 1 � . �'. .yv, • ,�� �"�•,*.\`'r ` J `/ �C�t " �.��.._ ,'� y \ CONSULTING ENGINEERS INC. I 8650 REDWOOD LINE, SUITE 380 ♦ `! 4. `,`` ..- J!' ; TKMW HIUM PORTLAND. OR. 97,-,14♦\ \ ` ir` '� ° 1r �' /I / ��. / PH (503) 226 39ZI FAX. (503) 228-3Y28 ♦\ � �' �• ,,,,,r.: K :,•-._r, .r... y... .....�' ,,.. � .... � ___.._ _ - / _ / � Ply+ 11 12 7 100 ♦• �-• '(~�\, �`,' a ( �';•/'•«.. '`+=w "",,.... - ...,..!_.«.,=1..... _ _ _ .. .� '``\� �I . ; �l 1R� 6' PP ce EZPIRES 8/30/04 � GENERAL SITE NOTES \• �.:.� - ,� -'``�-._._:� �. �� .. �`^.. - . .�_:_ _..: �, 9 � / , 11 1 `w } 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO w� � `•.'4Rti• �- "• r // THE OWNER'S REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR VISITING 14k\` \ '`' t. _ _1 / 1 BTHE IDDINIGE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO rh,m� 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE �` w` ,` • `\�`k• ! J.^ ',,,,�>'w � Z � ,,,c INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, \ \• : \ - '•��..,, �, / { / �\ v AND THAT GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE ti^+ PROPER PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. phase CONSTRUCTION �, / CTION 'r REPORT DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO "� ► 1` ! /I { , CONSTRUCTION. `.\ \, `:•, 1 DOCUMENTS J ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECIOR(5) CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 48 HOURS g, ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE \"w \� �`• ' .\ / date 05.03.04 PRIOR TO START OF CONSTRUCTION. UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS. O♦♦\ �\ i 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS � . •- -V � SHALL HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. CONSTRUCTION. ADEQUATE SHORING BRACING, TIES. AND SUPPORTS \ �• �'�•. , r, ti, i ~ '� / ��,_ SHALT_ BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL ♦• �, �`\� r /� / / 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR PHASES OF CONSTRUCTION. \ ` SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED •,� �;.. \ <., _ ..� M1+_> %\� :' fr / MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE 11. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED RESTORED TO AN "AS GOOD OR BETTER" CONDITION. BY CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED ♦ r �" �' 4 {/ n ---.� SMOOTH AND RETURNED TO 3Rv INAL LAISTING CONDITIONS. DISTURBED \ �. '� —�• r 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMPORARY ACCESS LANDSCAPED AREAS SHALL RECPIVE BARK DUST AND REPLACEMENT ,., DURING CONSTRUCTION. UTILITY OUTAGES AND ACCESS CLOSURES PLANTINGS- DISTURBED NATURAL AREAS SHALL BE HrnFZJSEEDED TO REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SITE TENANTS. REPLACE NATIVE COVER. DISTURBED GRAVEL AREAS SHALL RECEIVE w` ,� -,\♦ate �` •, /''/ _ REPLACEMENT GRAVEL_ OR CRUSHED ROCK SURFACING. �♦♦ \ `> 11 ff � project# 02054 7. SURVEY OF EXISTING CONDITIONS PREPARED BY OTAK. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. 12. ALL DITCHES, SWAI_ES. GUTTERS, ETC. SHOULD BE CONSIDERED ACTIVE r'. J CONTRACTOR IS RESPONSIBLE= FOR ESTABLISHING RIGHT—OF—WAY LINES, STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS SLOPE EASEMENTS, AND ALLHORIZONTAL_ AND VERTICAL CONTROL PRIOR RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND DEWATERING `♦ �` ._ !+ ..,� - f - GENERAL TO CONSTRUCTION. OF WORK AREAS DURING CONSTRUCTION. ♦I�, \� , ..� \ ' `, .' / ARRANGEMENT 1 yr 6. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL 13. DURING WET WEATHER PERIODS, CONTRACTOR 15 RESPONSIBLE FOR ARRANGE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE SEQUENCING CONSTRUCTION 1N A MANNER TO MINIMIZE IMPACT ON REVIEWED BY OWNER FOR CONFIRMATION TO DESIGN PRIOR TO OPEN FARTHWORK A14D COMPACTION OPERATIONS. �•\ �~*.�'.,;`ti,� O, L� I a CONSTRUCTION. , 40' 0 40 80' 120' tea? f f I 2 012403 TTSD TlgsdHSK'.ADIPHASE 2 SU9M!TTAI.,PH2f;ME442801 dog UU28J7054 039E10PK f1 &+.� p,} 1 ! IM!6�!9 Y,W'1W. 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I �, SAh AR;:F T[C ARE !IaTER',ORS r'_AnNinG ( 8- COO (SE) t w 6 bow 8' CONC (N) 180 7 ab y --� - -- SU -bD- i 9p[W1J1 N �[ v 'Mrj SS--- IW' S- —SS--- cl 4s -_ _ _��_ _G �-...... �._ W _ IW' INLET — -- - ~ I y i / kl4 ,!84 40 So a f e• yD I u 0 .� ASPHALT 06 O Z Q, hr 3 i CONCRETE. SD C� I -- aj ( TRAP INLET • I U n t / , SEICD 195.86; % RM1 196 45 �; I f0'C -- _ - - -- - "°fit- o J � \/ An / cc LAWN / I I � IT ....._..__ -_.__.. y E ID �B � 313bJA10J IRM N,E1 Rt1I ,Bh S4 1 Y ASI - C -� r t •.� c/1 M 4W �/I qq / I 1 I ,9H� M NOTE _ i o THE ELEVATIONS SHOWN ARE BASET) ON CITY Of IIGARD BENCH MART( NO 66 - SO OUTLET 00 ul)_ - _ RIM .18694 O I SSD C8 A BRASS DISK IN A MONUMENT BOX Af THE INTERSECTION OF HALL ROAD. O / Y I `�TRAP 114fT l - _ _____ C 16691 DURHAM ROAD AND 85TH AVENUE i LEVATION - 1'9.155 FEET. I ° O O 3D CB Q- •. (� / I I I ``\ / _ / jl \ Will 185 O t - O �' O wI Lj, Q s -� c'7 cu de-0 LQ of C1 • • R1► 191 17 R •� j�f l i__II I T^ ASRy1L 1 \; ..E / C= Z3 o wLL11wW � �..! I � II TRAP INLET so cl) I \ Im o O -0 Ry 16669 °- � •r C] � / 8 err•II a __ --LA \ \ ASThw \\ CONSULTING ENGINEERS INC. 4 / O \\ k 6650 REDWOOD UN[. sE'rrt WO �f PORTIAND. OR OM4 'b IH (5 3) 226 3A?1 FAl (503) 2211-]926 { � / ..;.•. X 1 "ai•v Rc. 'fir �` �A�,, M+rryl}^e• ri ..a.„� am-,•.: •a�u F 'y«�'ec,. ,�'"`!''1� P .y. g � .IP et" ,�^n' - I ���ey�b •O.2* 'irV'" � •vr,r : a.M: � rryy+ � 4 �' ,Q. �� �:.. sere �; �• ��o:r,c� � ! � � � / Q �1JF '§ C +� ".. ,, IlpMi. `� A ,. RMi9� Y i{ •I / • •�.Y77 .,.si' • eR. ,.•f I Kr;R1S f,/30104 4. old 1 mom .s, / R4' 192 / `\ phase CONSTRUCTION ` `'`— sao �y DOCUMENTS Ill; \`\, �� l TNI Er _ RIM 19].54 kat l0 70 zo S 019]5] `� p " --- - - (—"' ; _� date 05.03.04 SDCO ,1 �r1 '91» ` }� revisions M —_ L 'lee / - fIMP xn.E7 -- 1 ��-5 .o --`. Sp so rs —=� - SO Ce R94 9Z. 1 .y+,�• t'ARII ARTA DRAIN TRAP R11 192E115 a r.= RN 193/' r0 _ n .9 - �_�- 7 SSIA 7 e+ -�- RM 197 9 "' -y Ca ,. __� O SO c_B• lam 193A,ORARI TRAP "I cClWfifTE } d RIM 192 ���} 19]iCso ca �SSW project k 0)1)54 TFtAp SO ce - TW II RBA 19J.5. 1 It )C _ �k41 R»I 197 57 I UISTING II�V 1171 °� aIriONs 1 ; c1rPK - �, it 1!PK RVC >IQJD.1 - `d SO 'n3j' f s1 —_4*1.4 ce $a 17666 - =--�� -_ _ � ��O. c I A4,- NII 1 0'1210'1 TT6D TgrA�CAt7J'NA9E 2 9lAWAl11l+LV'H2fJl0(1►6)Ol26fM+Nq.M/!N2l1M 0.1 M 191'M fNEI! . .,: ,,, .I ...,.:. ._- .. _ -' ..,., M,y,+wNnP1.•, ,.._. , .. cw,., .. ..+u ._. .d•,•Wl..'L Ak1. ._.... a r+gK'M:W+EMM Huai 'aagrp+s r.+r.yparlllM IA+ -,; _...,� ...__..,-.. .._. -.._._. _... _...__. .-..-_.. _.... ,.•. ..,;q,:..::,.ur..w•,a;.:�ryyYlglla.., ..,m.b�TS�tna}Mpp!'Mq�1P.f'�Mf1111•A!'tl'ws. C+m 1!!11!!1!11!1(IIII 11!1111'!Ili{IIIIE lH�I II ILII iUllilll!! 1111 111 I III!i l !Illi!II II11 I I I IIIh1i .III ! HI)I! I! f IIII fUl 111! !II II i!!I!111 Ills 11 IIII 11!11! it lil;111 1111 !11 a.,. I� d 1 I I n I I I I ,� i0atn rl M I a r I I r 9 r r 1 r�H� Ild s'1 2�2 LIa ' t { i •T f Y• T.. '1( , :_ ...aa Y1Jn`sl<<,.an}.gi4.L_z.:.atalFSt.,_..1-.Ls.:: .:_. ..: .:,:.,...,. .. - ,......,.-, :_.- -_ ............. ,.,.,.:.m..... ._...,._..._._.;I+ws.,.wit.Y:.•�: _L-•-•c_.-•aM.aL+�ie..a.ub eiJii.raWual�iL'1Y8 Ii{Ytfilsl�C'sifSlehl1111ai1o.ii� =^_q}IYsYl�ll'aV::xtiiWaalifr.-___ --r`17L'Ia1�lYIt•� _ —_ ___ J ��•y rp' d \ •�� � /' // .! ' *• / ARCHIIEGTUREIMTERIORS•PI AhhIRG f l 1 /111110 AND REMOVE EXISTING ASPHALT ROAD - ``r w = f (APPROX 3" THICK) Lu 14 fy/ . 7) m o M - -- - - ` ---_ - - -- --_-- - _ i -- - 1 C4 U)MECHANICAL PLANS FOR , J [OUIPMENT DEMOLITION !NF ORM ATION C l REMOVE SIDEWALK- 00 SEE ARCH DRAWINGS 1 j' -'' U ' �•`�: :`` J •`� .` f m — — --REMOVE EXISTING SIDEWALKS Q cn}• m \ \ '`� •~* tIi t; IN COURTYARD, SEE ARCHITECTURAL PLANS FOR , '� cn COURTYARD DEMOLITION ' i ,� Lc*) `$�. •,.1 �/ INFORMATICN ` SEE ARCH PLANS FOR BUILDING DEMOLITION O 0 a `. \ `'••��': ` �' rc INFORMATION DEMO AND R MCJVE REMOVE EXISTING STAIRS C2 C7 — EXISTING CAT :H HAS!N r� V • / ' SEE ARCHITECTURAL DRAWINGSSAWCUT AC AV!NG .. r a � _. • -, -• �� 1 _.___ ......, .-_--_-_•. _ C co ��, '� ' • ;+��C �/ .' •!► FOR COURTYARD DEMOLITION AROUND CB ND «+•,rnnr - - /' / > REMOVE AC 5-'h?- URM. + `�� ♦ / - .� Z7 ( s REMOVE IOLF OF PIPE AND ''/ ; '- .` r � % , CD RECONNECT TO WATER j � - , �' ♦` \ ._.... f `�4. �'~ ., �� ,, ' ^ `,..i—. OUALITY CATCH BASIN ~\`, '� „ / E N AND PIPING `' i � cc CN �` \ \ ; ,t d' SAWCUT AND REMOVE EXISTING ,+�' ` " •r `u \ ••4 CANCRETE SLAB i ' _ Q `� �x• ♦ •. (APPROX 5" THICK) -Dc[MO AND REMOVEF-- ` �,, � ''- "`,♦ A'�Jr EXISTING CONCRETE SIDEWALK / • \ ' `. ^' .. SEC ARCH DRAWING FXUTM TrAF4tt WH 5C HUC-L i f %• ~ .,,�''�., j »� ` :' !— . ` �►� '`. ._. ('O�SIJ[•TINC'r ENGINEERS INC. `'��:� '1'•-'`` �• E. SUITE 360. • 4 ' --••..- 1 h �Rt u• � ,,, * 86.50OHPI�A0.0�, tAN. 91,z24 `,, '� �, ` ` •4 7�" wb ` • t• _ /�+ I'H (503) 229 Ap2.1 FAX (503) ti2R A2R \ • * �° / � �•� SAWCUT AND REMOVE EXT'S1TNG•-. _ +•• ,,;_� / � ` MSPHALT PAVING F16P UTOW1 '1PENCH.'�kE SHEET C2 h C4 (EX AC APPRO) CIVIL '4" THI K) r ""' •,•+ _ .__ ABBREVIATIONS c AC ASPHALTIC CONCRETE �� -" ".�•`�, ► \\\ . �� l [[�JJJ BLDG BUILDING �. �,. f`�' ' . ''�, •, / 16.,ve1 A co CATCH BASIN `+. \ '`\; `�- !-- �� , / 1,pK ISP CI CURB INLET ,�` r`\ (i •• r r % /� I XPIRrS 6/.V/04 1, CMP CORRUGATED METAL PIPE '� `F CO CLEANOUT \ `.,fir,``' �•`.�y -,._, 1;•;, %! ' , CONC CONCRETE DA a DIAMETER � ` - / DIP DUCTILE )RON PIPE \ '�r; '\ -- , --+ • `' S DS DOWNSPOUTS DWG DRAWING ELCJ ELEVATION er EXIST EXISTING ` �•�`•:���`\. �, «. , .l ' o FD FOUNDATION DRAIN `� .'` �• ,. y,'. `. e F ' FF FINISH FLOOR %` w• a•� N.,r F i • ` l / FH FIRE HYDRkN1 �� � + r• ��. !t►'' FW FIRE WATER G GUTTER y GR GRADE . ` , f _phase CONSTRUCTION GV GATE VALVE \ f HDPE HIGH DENSITY POLYETHYLENE `�` \ \ *� `\ ` \ �•'� o DOCUMENTS HC HANDILAPPFD ' EfYD HYDRANT date 05.03.04 ". IE INVERT ELEVATION ti IRR IRRfGATION revisions L LENGTH - LP LIGHT PULE 1 MAX MAXIMUM R ' ! MH MANHOLE ? ` �:. / MIN MINIMUM S SLOPE ,^ NIC NOT IN CONTRACT � SAN SANITARY NOM NOMINAL SD STORM DRAIN NTS NOT TO SCALE SS SANITARY SEWER OC ON CENTER TB THRUST BLOCK 04 OVERHEAD TBM TEMPORARY HENCH MARK OW OIL/WATER SEPARATOR TC TOP OF CURB PERF PERFORATED STORM DRAIN TEL TELEPHONE \ •«.„ !,, \ r 6 / .` PIV POST tND1CTr4 VALVE TOC TOP OF CON RETE - `` ° �" project# 02054 PP POWER POLE TOG TOP OF COTE PVC POLYVINYL Ci.LORIDE TOP TOP OF PIPE P1IMT PAVEMENT TYP TYPICAL DEMOLITION R RADIUS UGNO UNDERGROUND PLAN RCP REINFORCED CONCRETE PIPE LINO UNLESS NOTED OTHERWISF RD ROOF DRAIN WM WATEP METER RED REDUCER WTR WATER RIM RIM ELEVATION WV WATER VALVE , ' 40 G 40 80 120 C 2 0,2103 TTSD-Tivd'1SICAD,PHASE 2 SU9MITTA TIVf-'MLMM dMq,M!lR1200A 030/.22 pR MSI ;z••/i•. II+E�IWA M t: ul I IIII II I I t I ( � III I,� Il11 IIIIIli lli 11�1111 lll� IIIIIIIIII. Ii�G>roIIrBTRIcm, illiIIII 1101111 I I'111111 I13!1 10111 1111 II III II . 1111 IIIII II , 11 flll II O II hI A I7 IS 10 �O li 21 22 23 2a1II I III I , 25 PId 217 2I8 2�9 3I0 9viry I 111f O) I MORI t 101E +i 1OZ 11,. .irtiY3 E '.f)' f .rY.1'�,'rjA7w Aj;p,N, .a.....,'.MI}fAeiti"M�h,MiW,^CW1� '+PI� R! �,•�. ,. •^I� �' ..1 ����� #�"N� 1 '9 N . N j I (: ANCr+ 'EC7ugk+IMTERI0R£•PLAhh'«., / N T----'--- 1 JI L � \ C 1160 UJI �• © M Cl IP 99F VVF 4`" rt 1 I II s _j ; N I t. a ° SITE CONSTRUCTION NOTES N LI j SAWCUT PAVEMENT IN STRAIGHT LINES REMOVE ALL EXISTING / i4 - Im .�_ II PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. ' �° T �•, 1� I C SAWCUT EXISTING SIDEWALK IN STRAIGHT LINES AT NEAREST JOIN REMOVE ALL CONCRETE WITHIN SAWCUT LIMITS AND T DISPOSE OF OFF- SITE. [3] SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT (� CONSTRUCTION ACTIVITIES. C4 SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION O � 1 I p� „I ACTIVITIES. .1 I 1 L57 SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT jAm' CONSTRUCTION ACTIVITIES. d'C U• °� I ' lc SAVE AND PROTECT F-XISTING UTILITIES THROUGHOUT CONSTRUCTION ACTIVITIES `� O r _ U CD CD w �r L� ! [7-j SAVE AND PROTECT EXISTING CONCRETE THROUGHOUT L , CONSTRUCTION ACTIVITIES. 0 [8:, CONSTRUCT ,/r F;a`'"��.;.y. Ali • ° i L8, CONSTRUCT STANDARD CURB C � cl C CONSTRUCT STANDARD SIDEWALK SEE LANDSCAPE. PLAN FOR i Ll oETAIL 10 CONSTRUCT HEAVY ASPHALT SECTION--- C5e00 oM 11; :ONSTRUCT ADA RAMP. SEE LANDSCAPE PLANS FOR DE AIL. � 11 �N � 0 V t• out SEE LANDSCAPE PLANS FOR ALL SIDEWALK CONSTRUCTION AND •°.._ II I\ �, • • F. f,RADING INFORMATION 0 CON, LTJ 1 f _ '_ W� �.; 13 SFE ARCH PLANS FOR ALL BUILDING INFORMATION e 1, 8 I[; CONSTRUCT CRUSHED RDCK SHOULDER p CJ C8 M ~.� 1 ` LANDSCAPE PLANS -OR L N wG AND IRFIGATION ' •�. -... _ I `' �� -- F�sa+ uv. t+4 •. CONSTRUCTION INFORMATION de If P A TI. d -- -- - ----- - ---,.♦ -- -�� 16 NEW CONCRETE STAIRS AND SIDEWALK. SEE LANDSCAPE PLANS. �'"' cV �♦„ _•• • "`•�,,.. - .._�_ ^ '♦'� --i r70 -r _Fj ,.•-�:�'+ '--\`—•'-ter , J, _ _ i' Lm J6 a � I _77 -»_ 'C•- ywy a , F r.._.... «.J w...•..w •mow New^� 1 •� cV CD Q� � _,mss '• `.•... _ y' r c ~��±�O;`..,•; .•ti.,,+,yam+.,,,. '.— „ ._ " ' .,; rS '••..I... ' �2 N' .. ... , CJ) 1-'— � ",,.•+r."«,. ••.... ^' •+..•+._ '�' ... .. -r_- .rrv-t+•Z.'avr<�A•r ?f+uls'ss='M' -1 �h .,r.a. ._ s'rrw -r.c- � Lr.� r-+ ..,...... ..�,.r Nt �g� CONSULTING ENGINELRS INC - . .... �,,• `•w ° `` ��+� 2 0850 REDWOOD LANE, SUM 160 r PORTLAND, OR. 07224 f 1 C+�^'=� _'.; PH (501) 226 7921 PAX: (50'1) 226-1926 "�. `' 1.• , CXISTING TIGARD HIGH SCHOOL.7 Eq- , - 1,�! �7 �,� ♦ i CL V; 2 o fls:r ti CO. t.vlarS 6/30,104 °ems 1`'l y 1 j I� I� e a'�W{�T'} E i \ •` % 'l, � ` may"Y_.. r V� ... - ,._. '.l �.,, �'```•'l � -�`•l' h ' �• •';,,` \`�\, '''r _ . .,.< ate,.--•- �I I` -v„"+-y ' ' 6 y"fl «. \ \ :�� ',� ' -tea`--'aa.,._ .,..,•_ I�i '4a"a""^rta••... �m._ "..• � r�;!t ` ` `� ��. r ,`4!. •r. 'n,.. -yam a!r. `�•, ,, -�. -=:<� . phase CONSTRUCTION DOCUMENTS date 05.03.04 N1. �� �,_�. .'`► • revisions i. 1% \ �',..�. project# 02054 SITE PLAN 20 0 2040 F 0' 0'2403 TT'.i0 T*r&4S,4DMi SE 2 K8MITTALWH2LNIL.04M Aly 0/26/�f+pA 031M.46 FMI.ft • ,•. r�M axiuwM�r,.. , ;r.., aw ,earr es+r+`rrwwr �.. ,,. ..,..r.. �Arel.•w rMIMwwA..+nu - ;;.:, ." '.. �H+ .. ...U -01k97! .- - ., - u q.t o•......... .......-...»"............... ,..-......«. __.._.._,_..._. ......-....,....,... ...._.__......... w,.,.,nrn!. , .....•. ...._,..-__.-.-_ __..__.,.+,. _...... ,. ,.., __..-,.,,..w+,t. _. r ,., .. .. ..._. .. •.,.. .., ,wWYrara `t wM*�rNo.raana. •- YnrdrAklgakM.a.xrr,• -.v. r�' .i:�'+t•4^r^R•Uw,. rt,?�. -..,,,..; a 46 v I 111111111 I l i n .. n 1 I I liilwn', .,,.•.ar LEGIBILITY WMTP C TTI it n±, 1 '111 ii I;'IIII III I1111111 x- �� I ( 1 A O 23 I )� Ise 1�7 18 16i 20 21 22 23 2a 25 23 27 28 29 30 mit sf 4 I� IOmm•1[m F�r NOR I 1 i 08 1 of 1' - ._,�..., .. „-«r ,yam,• ��� a.a 'r•ir.�,t i, ` � � Rr til• _. . ...- ,. .. -.._ ., -.. _. --.. _-., .;. .:- ,. -.. ,... .. .. . ., - ,..,- .. .,.uAr ar,a., �. _..>..•,inr-•..:.rri.MrYma.;•awri►k+rur��'M/Q�I?�ttlA71f:..7 ,�F'i'rA.w4. yr . ��'�"'�, ,. �'TMd'��"'_.eV 'APV►ie4�z•,hwra.+l,...r•!Fnc,w�nyiYNrw,,.:crr74..+.�M.•.:e..}i4w,:�'r^•,•._.�..:...:. :.:.....:,. . ...- ...i... ,xw. H-.. ij M; UTILITY NOTES _ LOCATIONS OF EXIS'ING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD DRAWINGS AND l ' INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. I - - - - ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN •FiANNiNG THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION. INCH rfcTufaE INTERIORS ! THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND • i• ! I OR ELBOW REOUIP,FD FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY ..... DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLFIi. AND WORKING SYSTEM. � E ».i !I CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION FOR LOCATION MARK-UP OF ALL EXISTING UTILITIES BOTH IN THE RIGHT-OF-WAY W $ oil - /• AND ON PRIVATE PROPERTY. CONTRACTOR SHALL COORDINATE THE UTILITY LOCAL WITH Y d f MUNICIPALITY HAVING JURISDICTION FOR ALL UTILITY WORK WITHIN A PUBLIC RIGHT-OF-WAY. INFORM ENGINEER IMMEDIATELY IF LOCATE INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THAN ry r SHOWN ON DRAWINGS. o - +- I� --•--- •I CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND STRUCTURES o ,� e Ij !' LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALL ABOVE AND BELOW z h r GRADE UTILITIES DURING CONSTRUC'ION " O „�• V! .mil CO#1 ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO fr�E LATEST EDITION OF o / 14 fY ` i THE UNIFORM PLUMBING CODE (UPC). ALL UTILITY CONSTRUCTION WITHIN THE RIGHT-OF--WAY i ;_ 1. _ —�•- �J "� SHALL CONFORM TO THE STANDARD REQUIREMENTS OF THE MUNICIPALITY HAVING JURISDICTION. ` = W T » 1 ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. 1 3 / ,,t. i ` =`�./o 1, r r 1 •- -I � � N n DOWNSPOUT AND BUILDING UTILITY CONNECTIONS TO BE SHOWN ON BUILDING PLUMBING DRAWINGS. a N 0 •, tom' REFER TO PLUMBING DRAWINGS FOR CONTINUATION OF UTILITY LINES INTO BUILDING _ _ o THRUST BLOCKING REQUIRED ON ALL PRESSURE LINFS DFNDS AND FITTINGS. SEE STANDARD THRUST BLOCKING DETAIL. J • `i I 3 1 SEE LANDSCAPE DRAWINGS FOR IRRIGATION LINES. 4 ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS OTHERWISE INDICATED. ? I CONFIRM FIRE HYDRANT TYPE, NOZZLE SIZES, AND THREAD CONFIGURATIONS WITH LOCAL 1 I I MUNICIPALITY HAVING JURISDICTION PRIOR TO CONSTRUCTION. CV • 2 I - CBK3 CONFIRM ALL UTILITY VALVE VAULTS, VALVES, ML 1LRS, BACKFLOW PRL` EN IION ASScM8LIES, AND • I OTHER PUBLIC UTILITY APPURTENANCES IN THE RICHT-OF-WAY WITH THE MUNICIPALITY HAVING JURISDICTION /l4 t+I y I d. CO/2 5 I. '4 12 " ji STORM SEWER NOTES STORM DRAIN DATA C6 -- 17 10 INSTALL 4LF 6" PVC S=0 010 (MIN) CB#3 — - CB#5-- — /�'• TIE INTO EXISTING DRAIN LINE RIM 188.27 C5 CB RIM 18894 5 r. 1. ,: a:. :a.j .. ta":!�T1;'�. „ `.'�: ... . LZ'I..� ,!1:.;ri1,'lu"� IE.186.77 E-1 7.44 I 8 Ili I INSTALL 5LF 6' PVC S-0010 (MIN) 12 12 •� ♦-a C7 I IF INTO EXISTING DRAIN LINE CB#4 r CB#6 O TD#7 Rim.188.85 CS 8 RIM:188.88 CS CB t ,r �` �.. �` .w -. _i —_ I • • ' ! J. i..I -a 4ixr+ 1 .. S?" �'�'"rt' -� O SEE MECHPLANSFOR DOWNSPOUT IE: 187.35 IE:187 38 — 0 '^ ' CONNECTION AND LOCATION VERIFICATION # •ir '� ��� �.- 12 �,G+,t�...H, _ � RIM:189 OG .� INSTALL 21L.F 6" PVC S=0 010 (MIN) CD 00 TIE INTO EXISTING DRAIN LINE ** CONFIRM TRENCH DRAIN TYPE CB#4 I -�' u w. WITH LANDSCAPE PLANS AND o INSTALL 18LF 6" PVC S=O 010 (MIN) ITS MANUFACTURER'S INVERT L, 8 I SEE MECH PLANS FOR DOWNSPOUT ELEVATION DATA O O "'• �+ 17 ! CONNECTION .AND LOCATION VERIFICATION d • 1� © INSTALL 11LF 6" PVC S=0 010 (MIN) " O 0 TIE INTO EXISTING DRAIN LINE O 7 (c I C B 5 .....,,.... C, 9 # I 7 9 INSTALL 3LF 6" PVC S=0010 (MIN) Ift < I O TIE INTO EXISTING DRAIN LINE V Il I I co f` IIS, 10 s�_ I EXIST GAS METER TO HE REMOVED • INSTALL 30LF 6" PVC S=0.010 (MIN) STORM CLEANOUT DATA c') CB 6-� ^ 11 SEE MECHANICAL DRAWINGS SEE MECH PLANS FOR DOWNSPOUT —� —- -- - �- - - � _ I !) CONNECTION AND LOCATION VERIFICATION CO#1 COfyS `141- IF '�� II RIM:186 35 RIM:191.69 •� E 04 •�� ,•,� r,• ` -�• ` s c I i, v� II O9 INSTALL 3LF 6" PVC 5=0.010 MIN 0 6 � � � I I� TIE INTO EXISTING DRAIN LINE C #2 CO# ' ~ C' 6 15 • • �' RIM 189.16 RIM: 192.92 •`'` � :; _ '""`'r.�," C';y� '' / -'r ''► '�.� O �. q� 10 INSTALL 4LF 6" PVC S=0.010 (MIN) ` � O '" k 8 " F TIE INTO EXISTING DRAIN LINE CO#3 CO#7 +� �TI �� (t, RIM:188 70 RIM: 193 24 �..�►� fn INSTALL 32LF 6" PVC S=0 010 (MIN) •� O SEE MECH PLANS FOR DOWNSPOUT CO#4 �r • CONNECTION AND LOCATION VERIFICATION RIM:192.70 ~ (� S=0010 (MIN) - IE TINTO EXISTING PDRAIN LINE • 12 IN T ** CONFIRM ALL CLEANOUT RIM INSTALL 9L 6" DIP 0.010 MIN ELEVATIONS IN SIDEWAI KS OR Lj PEDESTRIAN AREAS WITH .,. '\ ��_ ~• K as, •,_ ii I I ! LANDSCAPE GRADING PLAN 9 1 tl 14 INSTALL CLEANOUT CONSULTING ENGINEERS INC'. �.� '�i / �► / -'< 15 INSTALL FOUNDATION DRAIN (TYPICAL) AT ALL NEW BUILDING FOOTING PERIMETERS. eeso REUI►oND uNF, SUITE ado Po►rrulvn, ofz. 97224 Y .`�:•�1 '~ _ _. ! i', , . _ + 7 11 I! TIE INTO EX SD WITH BACKWATER VALVE -- 2 FFi `r. ( 1 z28 -3 CS CB C5 CB ( i, zz6 ��zi rix: oos ,�2e x.• •"'� -'._--__=� �i .�� "!' �I4 �# r _ 1U> INSTALL D 5 LF S=O.) 0 (MIN) 4 I i �T LL 6" IP, 5 11 pRQ;' DS 17 CONNECT TO BLDG ROOF DRAIN SEE 14 ,.,, ,�, s~,�•: "•._,�,,,�.�'° MECHANICAL PLANS TO CONFIRM DS Q -- 13,7 7 � •s � .-��i � �.-..r.11"....•.a.. �,... LOCATION AND MATERIAL SIZES. R ' I v. t... / ,-sww -k CONFIRM DS Ir- --�T` * CON TRACTOR TO LOCATE EX SD LINE ANO °N , CONFIRM 11E-IN ELEVATIONS PRIOR TO 17 CONSTRUCTION R�8, WNFP EXPIRES 6/3J/M EXISTING TIGARD HIGH k �. ! � �== --. ..._. •...,iii 15 its -CO#6 WATER SYSTEM NOTES N , j y O _ a, tO TIE INTO EXISTING 4" WATER LINE ... 4 L E LINE (3' COVE ) ® _.._ m i►3 - -__- _-- • n- O2 INSTAL 6" UI WATER IN R MIN. }�• S• 12 r.,,,� -CO 7 -t ��.,. t I I_ 3 INSTALL 6" 45' ELBOW W/TB 13 a o V•'� 0 INSTALL 6" 22.5' ELBOW W/TB hale _ s;•. -- ON "�'•.i1�1'4� t � � .� .--�;.: ... CONSTRUCTI \� r 14 _ _ amu° �._ ;��» O INSTALL 6"x6"x4" T E B DO CUMEN TS L.L EE dr 6"x4" RED W/T INSTALL 4" DI WATER LINE (3' COVER MIN.) date 05.03.04 INSTALL W/ TB � • ',.`�� ,� +',• a" 90' ELBOW W 78 revisions INSTALL 4" 45' ELBOW W/TB GINSTALL 4" 22.5' ELBOW W/TB 10 SEE MECHANICAL PLANS FOR BUILDING CONNECTION ,;q• , � - z ,i.,,,,,� BORE NEW FIRE LINE UNDER EXISTING UTILITY TUNNEL x- !� `` jlr "• _ SEE LANDSCAPE PLAN FOR IRRIGATION SLEEVE CONSTRUCTION INFORMATION @56 r` \ �� ��:`•. !' i *k,. _::.�: .3;. t' 13 PROVIDE 4" GATE VALVE dr VALVE BOX -- 5 8 project# j iF , ,w P 1 02054 , ' UTILITY PLAN 20' 0 2J' 40' 60' 1 — L 'Y a VC1 TT.o T"rd"WAD�PN M 2 SU8MRTAI.IPN2_NIL*4M ft.04/d6rl004 04%35,PM,MDJ - .igPL'Y ,,,aMMniM.,MIaWI�IK•UMRSFRf1r14SP9 ", •—•..•• - ._...-._-.•• �••••-,yr".,."�v Yf -ty�•1 FEiq�'• s ;' .•+•.y} i I ..w. .0 ew '_:.:r,•tAc�c'.4..i" ;...:M. :..... •r:i+"h - ,�;a., �.. .r IILII ILII III• IIII11111 ILII ILII III III! ILIII!II' a li, iiii l .III is "• ", > ` ' C m !� TrJ d I I I I I I I I I QIAII..ITY BTR I I I I I I I � I Ir iI. Ilil ILII ILII ILII IIII'III I,I lil Illi I.. I' II.I i n il '!lii t ' , M Om0"I cm 1 IU 11 12 13 14 le 17 le 19 20 21 22 23 24 25 26 27 28 29 3 ~ J r, �A ��y . LOS ✓RYRSM1�!i11i1 � 1 F7 � , r:; -.. �•�p a:` e �r�Y,a V �M1''°>�c�, rn.+,. •--�r�,•••,�+ar�.*r.nswwnrk........._..�. " , 1 ddb: ,�pk ;'�' ti I 7? q; 1 .1„x `4 "!'' np t.: rT. ''/ .r`. •`y ""4, = ec19M A ri�Fi��'11.1�4 dL,�.. '•` 11.'ia i N .;Y:{� '4u'N, II'-`.2j y,i, .., � ,1 x.. �.., ,. ., :t. '}9 'r! f .. - . : ION -; 1 {,,, fl�li►�rr •�.Wr.•�.u4b`�i119���'X►u4wl .� +gyst�.'�vww.r:; :; . .,.. .. ; ,.-. ..:.. „.. ,. .y 77 7�11 111111, stet U. r Y M. tlr +r e r, tl . } 1' r r .. AN„-.TEC'uRE • 'NItRiORS•o.4Na NJ EROSION CONTROL-NOTES W a 13 \ 183= Q,\ - y INSTALL SEDIMENT FENCE (TYPICAL) '- C�7 �+ fi \ — 183 i •,1 O2 INSTALL INLET PROTECTION (TYPICAL) - ----- ---- - CTB. r N +' PROVIDE COMPACTED- -$- '_ Cf 1� a. CRUSHED ROCK SHOULDER TRANSITION TO EXiST GRAVEL '2x z o ' zx\ EROSION CONTROL. NOTE 0 340 ^� THE PROPOSED EROSION CONTR�,X MEASURES ARE A MINIMUM BEST "` MANAGEMENT -PRACTICE. THE CONTRACTOR MAY BE REOUIRED TO TAKE v c� / I ADDITIONAL EROSION CONTROL MEASURES TO ENSURE THAT NO i a 24X- SEDIMENT LADEN WATER EXITS THE SITE OR ENTERS THE EXISTING } ,• STORMWATER SA SYSTEMS THE CONTRACTOR MAY ALSO BE DIRECTED THE 3 2 CITY ENGINEER, GTY INSPECTOR, OR PROJECT ENGINEER TO CONTROL J DUST AND AIRBORNE EROSION •. 1 52 REPAIR AND PROVIDE TOPSOILH GRADING NOTES LAWN COVER IN THIS AREA - FINISH 1 %MTH NEW ROAD SURFACE WORK MAINTAIN POSITIVE DRAINAGE AWAY rr'-'-'-""- r_ yk+ r FROM BUILDINGS AND TOWARD DRAINS / ' r,�~ i _ THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE cm ---- ____ Lil- TOWARD ALL EXISTING STORMWATER FEATURES 2� THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING r•+ � � i � '` 03 SEE LANDSCAPE PLANS FOR PEDESTRIAN SIDEWALK r I r s GRADES AROUND BUILDING a Ybb �t I - r • • 0 �.. i II ^ - - - --- -- --- ---- - U) eT F--" GRADING EROSION CONTROL PLAN o Ch SCALE: 1" - 20'-0" I O y O C j ON TION NOTES SITE C S►TFCC M -� ------ .'��..: Cu U? 10 SAWCUT PAVEMENT IN STRAIGHT LINES, REMOVE ALL EXISTING t "cr PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. •� N 0 'SAWCUT EXISTING SIDEWALK IN STRAIGHT LINES AT NEAREST cr) JOINT. REMOVE ALL CONCRETE WITHIN SAWCUT OMITS AND -.� DISPOSE OF OFF-St TE L >� 2 . Q SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT c C D3 D - `)k `w t5 00 CONSTRUCTION ACTIVITIES •� �_ O cc 1� U SAVE AND PROTECT EXISTING CURB TiIROUGHOU7 CONSTRUCTION F-- AC fIVI TIES. ` C8#1 CBf2 ---''-- I�O []5 SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT ,,,- ✓.�_�_ � CONSTRUCTION ACTIVITIES. O '`fes'• 2 6 [] SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT /S0 1 CONSTRUCTION ACTIVITIES- ; ? ,9 ---------- � CO\5L'LT1tiG EtiGItiEERS INC.SAVE AND PROTECT EXISTING CONCRET, THROUGHOUT 6090 REDWOODUNE, SUITE 360 9 CONSTRUCTION ACTIVITIES PORTLAND, OR. 972.4 4 00' MIN. FH i, 3 (;n1d) 2.'e-39Z1 FAI 19051 M-3926� � ® CONSTRUCT STANDARD CURB ---- C6 C8 09 CONSTRUCT STANDARD SIDEWALK SEE LANDSCAPE PLANS FOR 2 DETAIL. �� [] CONSTRJCT HEAVY ASPHALT SECT-ON C co , . 7 , 41 1 ( 11 CONSTRJCT ADA RAMP- SEE LANDSCAPE PLANS FOR DETAIL ' 12 SEE LANDSCAPE PLANS FOR ALL SIDEWALK CONSTRUCTION AN INFORMATION 7RA *�yP SEE ARt.A PLANS FOR Al- 8UILDING INFORMATION ExntaEs 6/x/a E �- --- -_ ,. i' - � �'I _::----•P----•- -- . ` r� 14 CONSTRUCT CRUSHED POCK SrAOULDER--- ' C C8 y {� \ r f ' 1� SEF LANDSCAPE PLANS FOR PLANTING AND IRRIGATION CONSTRUCI'ON INFORMAIIUN - :.i s:xcx-r.;,pll��.cr ar..��• r:..-,�,.�' , II STORM SEWER NOTES STORM DRAIN DATA INSTALL 4LF 6" PVC S=0.010 (MIN) CB#1 ------------- -- �3 TIE INTO EXISTING DRAIN LINE RIM 182.85 phase CONSTRUCTION - - - IE ,e, 70 � IDOCUMENTS INSTALL 5LF 6" PVC S=0.010 (MIN) 13 TIE INTO EXISTING DRAIN LINE RIMCE) I -- -- --- CE �� RIM 18315 date 05.03.04 ;. IE 182 60 • mvis10T1s * CONFIRM LOCATION AND ELEVATION F TIE-IN PRIOR TO ORDERING CATCH BASINS r � `` 1•LL 2 SITE\ UTILITY PLAN C� SCA[ 'c:: 1" - 20`_.0- - 1 S ---_ protect# 02054 IRE r S ,,.: "r,atI'771G ,�i�YM �� 31d*ii; •' } � , �. ,,:��' ' :... , p �x 4. 1 , ,:•:: ,I,. : +. . '� E , � Hl C �NTD IMPROVEMENTS 20 - rs .-rte 2 0 0 2 U 40 CO r, F= u�. s "I .`� r f '��.a� ' I < , , ` , '� �'" :' ata t�o•tlrserilD�w�lls�.auertt�ttr►QtMaubo�a.� or�6es nl rD, , tw�le� s i F; Y iW. r..,,;y' . - .- ...__...____. .... _ -_..,. rP�'.•1M .9.•Y:'IF.,h.'s,�4i1M4rr+rn„ ".:R^.'.., tYM111W{ f .,•r.. ."..,.• '- ,. .- � ......,. ';�`{NP9�... ti.M.•.,..m.• wJBnMl,kw,'�w' a5,+gp{t - n. ,., :i :. -.:,. .,. 1... .tl+. �l• 1 I iy,t+.,flll It,r i'F 1, +1 'l ,1•F'.11 .. .. .: ,.r r � �'��,=I +.{ " .,IIIA (! 1 „r },.r' ,• .0'r .. 4. c. .. .. .. -.. a� � _r I ..t . . 1.1 .t. . .I,In .< : ..i r I .. .'. ., I .i,i•F•at FF.. ,� ,, Illr , ... F"ilit I rt 1 � rl I l t! I! .U iL,IIIA !.i It i !f. IIi lltl.HI, ►1 L1 �:; .' ,_.,'::: - ,,„.;. �:':; _ _ _ e i . 4, t, d 1 ppZ.... ,�:. .er>a.,', :., . ._. ._,. ... ....- .;, ,,._, , -` _ ,. . f •1 � a`+ • 0 a 1 17 1 , , IW7717 • rel 4 .'TI 4 lI si:iF.,u.,:;_.r.•,w;3�� r?t� ... r,' ._. `"',M .-. � , ,. ..- .. ,- !^�'M:rm�vt�tf#FINR!*P�'dNtiitn•,r w^-. MA•-,,-r: - *.a' 2..'� —�. � }•; .�1. a +1 Sty 4 t 4 -��j? PI t�'�'°'i*�ti �.�#' li;;r ri I� ��\���'��iJ1S.i{e.4.1i'i!i�M11t.N..•srl•«.'�•.L.^ �u.str.e"s!�'3iz�"ir1e.�'IL.e.ad11M.+W3i.w.T`.�.v...5t T�tdi6:aG.. .. ... _ ._.Ya... 1.. .,.L.✓., ..... ... _ ...,.a_1..Ld•.,. ,.,.,e w.Lr.+rN. a •_1.u.+ib+_. .,,, :. ;•k•.., . .,.5. ..,,,. ... - _.:_.. .... .... ......_.....a4iw'.ws.. ...___,.:.,u,.,es.,erLY6.,.-....::un.da..iA.1�1elY:ii:r.y.u.u...:..N1,W:d...w_s_,•d.i,•iY1�1F>r''.r,a"t•.r��ia i; 4' • 1) a r - lw?!n .I ,I RLINFORCING BAkS WIlh GENERAL NOTES: MINIMUM 6` OVERLAP RADIAL FLOW 8" OUTLET c 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGJN (800/548-4667) FOR PERIMETER SLAB CARTRIDGE PIPE STUB (STD) (BY CONTRACTOR) � � 2.) CATCH BASIN MUST BE SET LEVEL. 3 ) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS -- -- --- — 4.) FLEXIBLE COUPLING TO BE USF') AT INLET & OUTLET FERNCO OR ENGINEER APPROVED. ARCHITEC?'IRE INTERIORS•PLANNING 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. n 4 6.) STORMFILTE-R REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE �a— --- -- - -- —_:f-- 4 A MANUAL FOR DETAILS A N 7.) CATCH BASIN STORMFILTE-R FRUCTURAL SPECIFICATIONS.: � QI �, s =1 _z __ LOAD RATING. 20,000 LB. h N v 4 CONSTRUCTION: 1/4- STEEL PLATE u� t{ - COATING: CORROSION RESISTANT, ALL SURFACES Y o A UNIT WEIGHT: 650 1_8. INLET GRATE: DUCTILE IRON W i ;' ' PERIMETER SLAB: REQUIRED &U 4 - -----..-.__�—------- -- '------- z 4 The STORNWAT'ER MANAGEMENT N d _ _ S1orin ilte. u Y LIF PING EYE (TYP) -� --- - -- - d U.S. PATENT No. 5,322,829, 4Z Z J "' - -� No. 5,707,527, No. 6,027,639, yr- Vv No. 5,824,576, AND OTHER U.S. i j r�`• B INLET PIPE AND FOREIGN PATENTS PENDINGJ v, � ....,.r - SOLID LID- INLET GRATE STUB (OPTIONAL') 3 N N S _ • (+ ! T t. OVERFLOW PERIMETER, SLAB WEIR CREST INSIDE RIM TO INSIDE OF RIM t� II �,' r• 3,000 PSI CONCRETE � Ih-SIDE RIM -- i. - ( CONTRACTOR) / - BARS �.�-�.�_. � � BY R t 7 B" _ 1.. 7/8" 1 7 8 - + I �1 - .. i ��.... 4" (BY CONTRACTOR) 2-�4 REINFORCING N ' Tll! +T L..L i.L-""� )'.1 I _ r_._.... r . , �' �+'I,I • • __. .. �._. .__ -•i-__ J 6 _— • • _J �• �'k►r __,,-•f', ! !- _ )' , - r .,,, \t'.aA // I' INLET I 2'-3 3/4' �,� ''; SLA, r , ••.".tr �„ ,�; ` \ c✓, __ -_----- ~ BAFFLE 111 VARIES t'n. { / day \ '\��8" OUTLET PIPE ----- - q�� '_ \ _ �, '"^. • `� _ Ott STUB (STD) OVERFLOWUIL Ili wQ Ce WEIR WITH C7 C7 ;s aw' M'' ,. FIRER � ( a''. I • SEE DATA BLOCK 2 I CLEANOUT CHMBER A ;x E -� • • CONNECT TO EX SD LINE •� FILTER CHAMBER INLET/OUTLET CMAMBEk .}J CLEANOUT OPENING ouTlE' ` U W/ NEW 6" PVC, 10' TONG ; � - 1 11/16' 1 3/4" IN OVERFLOW WEIR r , PATCH AC PAVING a ;_� V/ r r c .•I AROUND CB s \ i • C) V � ` TER CATCH -) I --- _. f \ 4 W A - - — -- -- �1 :;1. - QUALITY CA BASIN -p C5 C7 SCAi_E : NTS Q O C `io.. IN. ":iti. ♦♦9/9/ I ,,••�� ..LT.'_C.FL_.�L'...2.__.'-•,..-Z� «._._ (��.1.��_ 12" SQUARE CONCRETE PAD- � `) � b III' {,1 / 4 �._.--..__: •r6 •\ ~\. 0 V^ : r. ` .':{' � A L•.H........i'iiw'..1v..1�I7I � �-•S""' � _ I O \ .•''�� � =-=s-_s�. I '11.:�v.-•..-,.-..� ' Ismsr ss o.w�•Hn•`w.�• Wr�.ls•.,,�' 1 / �,A. I !� i � !��."c I• . 7��. •, �� �\ '�r ,• ` h �• k CAST IRON CLEANOUT - -- DATA BLOCK .�.� b ! �, •- Pluc & covER —�� ONE CARTRIDGE STEEL � !' '-�'"- '' �,j • I I r a' CATCH BASIN S T O R M F�I LT E R d FINISH GRADE _.- _ _ �. STRUCTURE CA.LLOUT ID___ wo CB#I = L rN. I T _ �, WATER QUALITY FLOW (CFS) 0.016 CFS SOIL PIPE FURNISHED CONVEYANCE FLOW (CFS) 1.0 CFS � tY & CUT TO CORRECT -- !___ Lm L RETURN PERIOD OF PEAK FLOW 25 YEAR 0 LENGTH BY CONTRACTOR MEDIA TYPE T —� PERLITE �1. �aa€sslnd[ :__»=- =.-:. ..+..J; .:r� 1�,• 71-ARIM ELEVATION R191-27 •� p CO L yy -- AIN (CHECK: RIM - IE-OUT . 2s') LE. DIAMETER .� FROM F 0 - -- TO STORM DR FOUNDATION _ sr MANHOLE OR _ _ - F— srT zr�.T _ - INLET STUB_ A' DRAIN SYST 11" CATCH BASIN - - OUTLET STUB 188.97 6"-D! r BACKWATER-__..__ — _.__ / CONFIGURATION: 1 WATER QUALITY CATCH BASIN VALVE G1 C7 SCALE: 1" = 20'-0" — __� OUTLET r 20O 204060 _ CONSULTING ENGINEERS INC. 2 BACKWATER VALVE --------__--_--- ---- -_ __-- j 6654 REDWOOD JANE. SUITE 960 PORTLAND, OR. (27221 CS C7 SCALE: 1" = 20'-0" -- -_-- PH (503) 226 7921 FAX: (503) 226-7926 OPTIONS (AVAILABLE AT EXTRA COST). _ y' OUTLET STUB - OTHER THAN 8" DIAMETER r ` J 4 y PROVIDE PIPE NIPPLE AT EACH N END FOFTNASTI RAFOR VERIFICATION (� INLET St118 +, r 0 ILL E ,y -'�T Ie.'c"^ `4 STEEL CASING ❑ OTHER: R�. wW►a , (vP1,4f5 6/30/0• PUMP CEMENT SLURRY 1' TO 2' GAP IN SKIDS INTO CASING "0 AT JOINTS AND EVERY 6' SURROUND CARRIER PIPF FOR PIPE SECTIONS A LONGER THAN 8' ISE WATER MANAt�EMENT INC. 12021-8 N,E. AIRPORT WAY. PORTLAND, OR 97220 (503,1 240-3393 FAX. (503) 240-9553 P . ,r 1�r fid:,,,• ,�4 -----_-7M ff CARRIER PIPE AS SPECIFIED 7, xk �,• �' '' ,�I t,r,�, ,, , ' -"A �'`-- STRAP WOODEN SKIDS TO P[PE, 3 SKIDS PER PIPE SECTIO14 SKIDS TO SUPPORT phase CONSTRUCTION ENDCOFTE PLUG CASING Al EACH FULL. LENGTH OF PIPE EXCEPT BELL 1 u 4 a I . •, ,�, PLAN �- DOCUMENTS date 05.03.04 -STEEL CASING revisions I O.D. PIPE BELL • I.D. CARRIER PIPE PIPE o.e I E , BARREL STRAP ;S CEMENT SLURRY— ^ tr ,i MANFACTURED SKIDS OR PRESSURE TREATED WOOD '- �� SECTION ASA project# 02054 1. PLUG ENDS OF CASING WITH CONCRETE. • 2. BLOCK CARRIER PIPE DOWN OR FLOOD TO RESIST CIVIL FLOATATION WHEN FILLING ANNULAR SPACE. DETAILS 4� 3 BORE CASING DETAIL -------- __------------ NTS -- — DETAIL-- _--- ;;: C'9 (:% SCALE I (1 0:`i24W"SD.TIvw*lIWAD"iA9f 2 9U0 RTAL)PH2-1'N%t4 IN dq 012W0rM 0356 2A vM MOJ y. `' .. ............-....•+.... ..-.-"+.....w.•-_.....,.......•......,-..,..._+ ....-_.._»......., ...,E.M.n....,,,,^ -,...,,...-.••..-,........._-.._.. a...w_+•nr .u.rw�.....,n,,.am.�.�.+sq.+•�.a rr Al4 ) III II11 III I I 11111111 III ! ! I i ill lil III!ILII II,1'I!I ! 11111 ILII Lt, Thi li r III ILII II I'1 ! ! 111 111 II !,I I r I �} •h,. „aL cmll � r � � i I i l i i i i t c� f0 1 1 12 13 la r IS t 7 is 16► b �I 22 23 2a I!ffi �!h .® 30 r r i ew 10 a. C^ ixl-_.a�Y'RiSIL'.SYtl -r.w`AM:r.'L[.X'r'... .ti:i:--u.✓:3FeYF'3eLehrtavrriItm^�aNCJYlamuw•n.nwm:RtkwiiM._.._�'�'Yiw:u.u.wwi.a'ic•..:.F6:.-u.,,v..:ul -:-... ___ _-_ _... _.-.s,_._ .uw+.s;r .,.. _max s:.•_+'-a:a.�.u.....e__,.-._.��^.,...,-_:,�:..,r. _ -_ r, . Y 71 i ;,� T 1i � .F• ' V , , Abe Y Z w k e i 1 Y; , T 1 r 4, u+iMY).aM1.w vw4aA +• a XlL. ,wR-wr..w• a4 .r .a .• : ,:., r 1, .. - .,r. ...,.• r .w a.W.e.4♦. uaiu r.A.,r.,..r.. -a... ..-.n.•a . .e...w - n -.. • : r ...... .. ..•. : ...- " i .. ,...rn �:• -''"' "r......;.._.w.:J4.-.«•...ae.:s+fi.,u:..yw:we:.,:,e,.s..,e.ids,;:u.„.wvizo:na:Jlvwcna,Ln,a.vtYt:wiY'wl'lir;em:..- •..w,>;�,.J..'...r.w. . .. ,.;• ., - ,.•.. .. . f S raj Arrr{�` }el zr .1 J j _-ANP- AP SEAL SURFACE Hr2EA5 PAVING ARCS ( rOVE-R JOINT (HORIZONTAL) p,IJ(f !''TH TACK VOLUME OF THRUST SL �" BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL, TACK COAT-- �C1A7 MATERIAL - ---- `-. JOINT MIN. & SAN) - TATTING TEE 90' BEND 45' 22 1/2• 11 1/4• FITTING BEND A,iGil 1NTE�IFACE (AC PATCH CAST IRONCO✓ R -.-- TT SIZE BEND BEND BEND SIZE PLACE "C" MIX AC TYPICAL YPICAL) - 45• 225• 11.25' MINIMjJM iHICKNESS _FXI5T_AC PAVING �RCMITECTUAE•INTERIDRS•PL�NN NC OF 4 OR THE SEAL SURFACE OVER 1 13 1.8 2. 1.0 1.0 4 1.1 .0 .4 THICKNESS OF THE JOINT WITH TACK -- 6 2.8 4.0 2.2 1.1 1.0 6 2 7 1.0 0.4 REMOVED PAVEMENT, MINIMUM TRENCH PATCH TOPSOIL & LANDSCAPING `.� UNDISTURBED ? -�- -- WIDTH ROLLER WIDTH -- MATERIAL AND SAND AS INDICATED OR ' EXISTING ' 11 AC OR CONCRETE PAVING _8 5.0 7.1 _38 2.0 1.0 8 4 0 15 0.6 WHICHEVER 15 _ PLUS 2 AC PATCH ONLY) •Y- GREATER CQMPACT ( SPECIFIED ELSEWHERE AGGREGATE BASE "" 10. OR OTHER SURFACING 12 11.3 16.0 67 4.4 2.2 12 8.5 362 I. AS SPECIFIED-- u - ' _-._-- -_ -- - -. -^ o E T T J �j 16 20_1 - 284 15.4 7.8 3.9 16 14.8 5_6 2.3 N EXIST. PAVEMENTMIN' EXIST PAVEMEN ,/ -TACK COAT CUT EDGES / r 20 311 44.4 21.0 12.3 G.2 W ° AC PAVING 4" --- -J � - - -- AGGREGATE - _ _ a 24 45.2 640 - 34.6 17.7 8.9 >,c � a 9 THICKNESS OR BASE & LEVELING T+ ►++ z f MATCH EXISTING ;; COURSE MATERIAL ;'' r f �" ° A VALUES BASED ON 200 PSI W i to, wr PAVING THICKNE`-.S MATCH EXISTING Q WATER PCYSStxrE AND 2000 PSI \\ WHICHEVER 15 a AGGREGATE HAS E CONCRETE PAC) REQUIRED SOIL BLARING CAPACITY I •� CLASS 3000 CONCRE iE IN PAVE U AREAS ON-r a a o L , ' 1 GREATER THICKNESS MECHANICAL PLUG -- AS 4" PVC PERF PIPE--------- I 7`40"'T"N PECiFIE4 MIN IN 12"x12" TRENCH" °1RENCN i T -_� r 01 GRANULAR DRAIN � p o, 0 ^• � UND•STURBEU - BACKFILL -I 17K" -- ROCK WRAPPED W/ _ - _-- '__, �_ _ •- o I,JRHEI" BASE (EXIST ) _ DRAINAGE GEOTEXTILE . '� CAST IRON_ FRAME CONCRETE FABRIC •, _ - - , COMPACTED AGGREGATE tr Z 1 BASE, CDF OR FULL PIPEZONE 4" M1N-� FOOTING ° GRADE '�• - •'.t '.: ` p ° z p DEPTH ASPHALT AS DIRECTED - �, _A- DRAIN ROCK it COMPACTED TRENCH ' o --- - -_ -------PIPE Ij E N T J # N BACKFILL AS SPECIFIED n' PIPE --_ - ° ° - - �`- _-�.L R_T��A�-- NO ' _ 4 4 41 0 - -_- BEDDING TRENCH WIDTH ti = ::.' ° 4 I SIZE SIZE " h FITTING RDD a «, (ACTUAL) -- - -- -- TRENCH a 4'-12' 06 30' FOUNDAT ION r . .• J ° v - STABILIZATION n, 4" CONI RETE �� t..• __ s• 118 I ALL EXISTING AC OR PCC PAVE- 6'-� PIPE �� REQUIRED MENT SHALL BE SAW,,^,UT P11IOR TO REPAVING. YIN. OUTSIDE MIN. MECHANICAL PLUG ---- DIA ,�;• NOTES; 2 CONCRETE PAVEMENT SHALL BE REPLACED WITH CONCRETE TO A _--_--- 24"- -_ .•.•, r. �';, lr T►ItUit BLOCKING AT ALL T[[S, YLNDS AND MINIMUM THICKNESS OF 6" OR TO MIN '- '- -r;T „��`- ENDS OF PIPING THE THICKNESS OF REMOVED 2, CONCRETE YLOCx146 TO YE POURED AGAINST O, PAVEMENT, WHICHEVER IS GREATER ' - ----- - STRADDLE K UNDISTLWKII LARIN -BEDDING DD a BLS-" 3. IF EXISTING BASE MATERIAL 3, ALL CONCRETE TO K cu•,s 3000 I a, IS CTB OR ATB, THEN REPLACEMENT CLEr1N UT BASE MATERIAL SHALL MATCH EXISTING. SEE DETAIL No 200 INSTALL 12 MIL TOTAL SNHEEESS DS TO PR(i sNEL �-�' -- AkOUNG FItt1NG SECURE S•rEEt ENDS TO PR[v[NT ALL CLEANOUT MATERIAL TO INFILTRATION OF DIRT BETWEEN SMEE.T AND Pi'( i■ BE SAME AS CARRIER PIPE, FITTING PRIOR 10 POURING TINUST YLOCKINE, 5, PROTECT MECHANICAL JOINT FOLLOWERS AND I, T!. FROM CONCRETE WITH IEMPOART FORMS AND POLYETMFMIL SHEETING SEE NOTE No 3 r �r 0 ' 11 STREET CUT 10 UTILITY TRENCH SECTION 9 CLEANOUT 4 SUBSURFACE DRAIN! DETAIL 1 THRUST BLOCKING � 1 SCALE: NONE CS C8 SCALE: NONE C5 CS SCALL NOW L5 C8 SCALE NOT.0 C5 C8 SCALE: NONE PAVEMENT OR GROUND , i 1 '•(. Y• 1" SLIDING TYPE DUCTILE 1 2" DIA R I VA�GUGHT IRON OR All MINUM- - -AC SURFACE COURSE VALVE BOX ;.ND COV s. c�7 IRON ROD " U CD 1`! I MIN AC BEARING COURSE -1-- ul • 3" 1 f.VE L i AC �.-_ ( ) �.J- r VALVE BOX EXTENSION T } -- - _-- ;:y ----LEVELING COURSE ��, aURF ACE COURSE I C - ` - C s 10 GA. STEEL CATCH 10 GA. STEEL CATCH ._ C.0 E, N �' 0 -- 4 SEE DETTAILETHiSSSHEET-- & EET- e , i':' •r BASIN. PAINT INTERIOR " BASIN. PAINT INTERIOR �: _-_,- GRADE - 28 x28" HEAVY DUTY 28"x28' HEAVY DUTY " -- 6" ° ��a � �? PER BLOCK - 3 4 01' � � �- dc f:XTL:RIOR W/ASPHALT. do EXTERIOR W/ASPHALT. � �� � � """ CAST IRON GRATE CAST IRON GRATE BASE COURSE T COMPACTED AGGR GATE C.8. BY (LYNCH CO. OR C.B BY (LYNCH CO. OR �` - BASE OR CONCRETE, I V APPROVED EQUAL) APPROVED EQUAL) -� ` � * CRUSHED ROCK • / 2" SEE NOTE 4 i _ U) HING['D DEFLECTOR 'TO HINGED DEFLECTOR TO SHOULDER 6" C.I. NO--HUB `- FACILITATE CLEAN rUT 4" C i. NO-HUB FACILITATE CLEAN OUT --LEVELING COURSE • 1/8 BEND - / 1/8 BEND ------ � \ �-BASE COURSE COMPACTED SUBGRADE I � �_.___ . .r. ---- �-- - W= -' - C(7 t ALV OX ASSEMBLY AIL_ _., - _ VrR PLAN V ---- COMPACTED SUBGRADE PROVIDE 24" SOUARF. x 4" THICK �-OLYMPIC FOUNDARY w� E: Cv -- CONCRETE PAD OUTSIDE OF PAVED ✓B 910 VALVE BOX �w - m N --- - AREAS. & COVER w/ RAISED i I -E r- 6" ' S" MiN. - y 6" MIN ` LETTERING no ..0 3 0) 36" PIPE DIA AND -J f 3f 8 GRAVEL SHOULDER r5 *%N TYPICAL PAVING SECTION-HEAVY � � o ELEVATION AS SHOWN CV-8 SCALE. NONE C C8 SCALE: NONE .. v PIPE DIA. AND --'/ 24" MIN. 24" MIN _ \ _ CAST IRON COVER C FLEVATIUN A5 SHOWN ON PLANS AR NUT G � ON PLANS CAST IRON VALVE IONBOX .� _ __________ -� VALVE BOX EXTENSION �. �••-- WELDED TO PPE \ ADJUSTAKE FROM SHAFT � 12" MAX TO 6" MIN OPERATOREXTEN -- \ 4" MIN. .3/d"-0" C.R.-� 2"X2" FIR POST ,,--SEDIMENT FENCE. SCHEDUL0EN80 24" I ?4" G_OTEXTiLE WITH - _._ -__ COMPACTED BEDDING yll •FABRIC ON P;PE SHAFT, GALV NQS �- _- SEWN POCKETS DOWNHILL SIDE 4" •�;; �� y" C R _. RUCK GUARD, 10 1 VALVE BOX NOT TO Ri:.' ON OPERATING CONSULTING ENCiNF:F:itS INC. NOTE. CATCH BASIN k NOTE: CATCH BASIN AT OF POST 1/8" STEEL PLATE ASSEMBLY. CC9A` Tf "DING GRATING TO BE RATED GRATING TO BE RATED DIAMETER - VALVE 6850 REDWOOD UNE. SUITE see FOR 14-20 LOADING FOR H-20 LOADING BOX EXTENSION - 1 OPERATOR EXTENSION REOUIRED WHEN VALVE PORTuxo, OR. 07E2I t -T EXISTING GROUND ti=�-1T1i , i ;T' INSIDE MINUTD AMETEK GNUT RADES DEEPER THAN 3 FEET FROM FINISH PH 1503) Zee .1921 FAN' (503) 224-3W?n - COMPACTED F T BAR '--_ ER VALVE BOX ON AXIS OF OPERATOR f t WL s AL CATCH BASIN 13 MODIFIED METAL CATCH BASIN - _ BACKFILL ------- t 2 x 2h" x �" ' NUTT '� MATERIAL I SCi�,LF_: NONE C6 �.8 SCALE: NONE . L1t1'1• !_ _ } x r SQUARE \ d VALVES 12" AND SMALLER S`+AL� BE ` l 3 " HEAD CUPPED PROVIDED WiTH CLASS BLASE ON �• � • PRQFILC i r CAPSCREWS UNDISTURBED GROUND VALVES GREA'LI > >' j 12" SHALL BE INSTALLED ON PRECAST SEDIMENT FENCE GEOTEXTILE LONG STEEL SQUARE CONCRETE PiER BLOCK. 1 - _ AROUNTUBE D TO LATA BAR - 5. VALVE BOX EXTENSION )SHALL BE OAST IRON �� ✓6I>le.�q� �� ---- _ - - OR PVC ASM D 30 >~ETT I � VALVE-_-80X EXTENSION SECTION 2"X2" FiR POST ..__BfA51N -- _ _ AREAJUMIN OCT368 VALVE BOX & EXTENSION ASSE��IBLY BIOCATCH BASiN ----- ------ BAGT ALTER,E SCALE. NONEGRATE ----PAVING _ Y.n_M..LL..i1.YLl! �tUl_fd_lit� _ '_ _ �..- ��_. •il _ ,_' E' " - ;�, FLOW A A DITCH 90TTOM O ' !_ t 1 000 ----- rR. 3" WEEP HOLFS - BE010P1_A-P RESIDENTIAL AREAS N SURFACE OF P o OPFIow ---------------- p� hese CONSTRUCTION CATCH BASIN �,�j - J PAVEMENT 1. FILTER FABRIC SHALL BE INSTALLED IN A CON71NUOLIS ROLL DITCH INL,LT a DOCUMENTS FILTER ------------- -� TO AVOiD THE USE OF JOINTS. WHERE,- JOINTS ARE BAG NECESSARY, USE TURNf_D ENDS =_ -J I �` BATTER &1 R: date 05.03.04 STANDARD. _jJ,IEg�4CzQ�TA�j, 1 DRiVE STAKES FLUSH WITH TOP OF BAG AND INTO UNDISTURBED GROUND A MIN. OF 12" NODI revisions ,, ? POSTS SHALL BE SPACED A MAXIMUM Of 6' APART AND STAKE MAY BE OMITTED IF FAGS ARE PLACED ON 1 THIS FiL.TER TYPE SHALL BE USED IN CATCH BASINS IN ALL PAVED AREAS. DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 6" PAVED SURFACE f;LNERAN Tl ; 2- THE CONTRACTOR SHALT. INSPECT PIE FILTERWEEKLY AND DAILY DURING 1 INSPECT INLET PROTECTION ON A REGULAR BASiS PERIODS OF FREQUENT RAIN 3 A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE BIUBAGS SHAi..I. HE REPLACED ONCE THEY BECOME CLOGGED I. CURB EXPOSURE "E" = 6" TO 9" VARY AS SHOWN ON PLANS OR AS DIRECTED AND 6" DEEP ALONG THE LiNE OF POSTS UPHILL FROM 3 FILTER SHALL BE CLEANED IN A MANNER WHiCH ENSURES THAT ALL SEDIMENT THE BARRiFR, TRENCH SHALL FOLLOW THE CONTOUP 7. REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND 2 CONST. CONTRACTION JOiNT SPACING .AT 15', AND AT ENDS OF EACH INLET REMAINS ON SITE. 4. TRENCH SHALL. BE BACKFILLED WITH NAIIVE MATERIAL UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR AND RAMP BARRIERS SHALL BE MADE AS SOON AS POSSIBLE, 4 THE FiLTER SHALL BE REPLACED OR CLEANED WHEN THE BAC BECOMES HALF 3. TRANSITIONS SHALL BE USED IN CONN CURBS OF DIFFERENT EXPOSURES "E' FULL 5. INSPECT AND REPAIR AFTER EACH RAINFALL . INSPECT DAILY 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY ("E' iS THE TOTAL VERTICAL DIMENSIONS OF INOSE CURB SURFACES HAVING A DURING PROLONGED RAINFALL. ONE THIRD THE HEIGHT OF THF BARRIER. SLOPE OF 1:1 OR STEEPER ) MIN DESIRABLE TRANSITION LENGTH SHALL BE 20' a 5. FILTER SHALT_ BE FOSS ENVIRONMENTAL SERVICES "STREAMGUARD TYPE 11"-S FOR EACH 1" DIFFERENCE 1N "E". CCF' OR EQUIVALENT. 6. REMOVE SEDIMFNT WHEN iT REACHES APPROXIMATELY ONE r -� THIRD THE HE1C,4T ABOVE GROUND PORTION OF THE FENCr. 4 ANY SEDIMENT DEPOSITS REMAININ,, IN PLACE AFTER THE BARRIER IS NO LONGER REQUIRED SHALL_ BE DRESSED TO 4 TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY 2% NORMAL UNLESS project# 02054 • 7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE CONFORM WITH THE EXISTING GRADE AND SEEDED. OTHERWISE SHOWN OR AS DIRECTED - FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED 5. DIMENSIONS NOM. VARY TO CONFORM WITH CURB MACHINI APPROVED BY THE CIVIL 14 INLET PROTECTION TO CONFORM WITH THE EXISTING GRADE AND SEEDED ENGINEER ,• _ _ __..__._..._._______.-____e___.__._-__.-__ ExlsrtNG GRADE AND SEEDED BIO-FILTER ALTER FOR TEMPORARY DETAILS C, C8 SCALE: NONE -�-•_-__- - CDcw I N LE 1 _PROTECT(O N 6 ALL RADII SH. _L BE 3/4" EXCEPT AS OTHERWISE NOTED c . SCALE .__.NONE.----- 1 JOINT AT Wff. MOLES, 4 CONTRACTION J F i L T' « SEDIMENT FENCE DETAIL ..t c4Tc8 SCALF: NONE 3 STANDARD CURB _ C8 y ��� C�3 C8 SCAJ • NONE. .,R ,, �\d�. ,; .�fl _ __-_ _ _�YI ...�r�r��4 -_"____.._-_._--_-._.._..-.-.._•__-...• ._.._«_-._..�......_......._.._....-_.. - .._..�.�-___ :rte.._. .. _.____--•-_.__� �Y I 01710]ttSD TjW*4SY_AD�V111L9E 2 9J1M TA LWIiQJV1,•D12elM ft OVA?0010T A i2 V W. !F : ',�'M„�FtMI'w'.,+.-.v>...,+•..:..--.,.. _.w-,.....,.. .._,..: ,..-..« ,,...«,q,..�...-..�,".."..- .,._r..,+r.......,•+-,.-,s - ,,.. ,...,+,•w+:.-.."w..-,.,......-..,we•....w.+.r_,._..,..•......-....�...-•..... _.r. .......•.-. ...+...«._«.. IWMPMFIIR" . ,.. vSRM t« �'e�+I�N1�5�4�1a' i;'il II I I I fl I i! 11!111:1 1111 ILII III! 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I ; „ w, fiUITARAVE 0 ' 'y r EE ARH A TRUCT UWGS FOR SSRCC _ I ;ni—_ j i 2LA CL-ASSk;0+ 7 FL}+;F FLOOR SLAB dVAPOR WRIER SLA6 SEE I� � i a I' I r r • ST+2UCTUT+tL ; i I I DETAIL$ 1 _ T O ` IW - - 7==- +�+c�■rlf�rr —.r__v—____.___ ._ mwwa • Ac,nr+ory .!_____— ..,_._____._____.—_ wa�...alsJ • 6' LAYER COMPACTED IMPORTED 6' LAYER COMPACTED IMPORTED - a LEVELING COURSE MATERIALBUILDING ,v _ SE_CT_ION_ _ i LEVELINGSLABS ON GADEMATERIAL UNDER ALL COMPACTED SUBGRADE G C9 SCALE 1/8 +• — _ V-0' COMPACTED SUBGRADE _---- _ __-- ;I (cc n �A 2) �Ba' tap '-- Nf '11N>” XI E S G CONS'RU:TIUN CONS1RLiCTIUN - I EXISTING CANOPY CD BORE R' CASING FOR NEW 4' ------- 1 WATER LINE UNDER EXISTING COVERED /� 6ALKWAY At UTILITY TUNNEL, CONFIRM V LOCATION OF TUNNEL, EXISTW., UTILITIES I -+ CONCRETE SLAB AL COLUMN FOOTINGS r ____ I • " -EXISTINGCUIUMN � I � fiR10k TO BORING i ?' ,i ( I _ I �► Q 11 I + LiBRARY 4'••8' 7'-4'(1) �'� 4, 0 O I LRARY A CAVE I ' EXISTING SLAB ' I 20S I L2 �E e q I I i1 w I., EXISTING FOOTING As- (n d EXISTING t1 3._0 . ■� M UTILITY ,'' Q t MIN �i TUNNEL �� IL : y, oo U 11 CD 0" LAYER COMPACTED IMPORTED --- PLACE COMPACTED IMPORTED STRIKTURAL- �) _ z «' - ,s1 L LEVELING COURSE MATERIAL UNDER ALL Flll MATERIAL UNDER NEW SLAB AS N it A V U _. _ _ NEW cLAB5 ON GRACE REQUIRED FOR INDICATED BUILDING GRADES COMPACTED SL'fi kWE — ----___/ 0 rr^� A BUILDING SECTION-CONTINUED C UTILITY TUNNEL SECT1014— 'c SCALE:-1'4" . V-0" SCALE: 1/4" V-0' >' \ ) CIC z cm =3 E c%4 C Ln NEW EXi:tiN, —__.. -----~-- ---_"" - -�"" I 1,~ � ==-_' I ---.__• '"— -x.•�a,._,m,., .� c� � CONN?FII' TION ( t ODE R M l i I' �I '`_' ■� CD m __.___ EXISTING f r_---•-----______.__.._ _. (REMODEL) ICDNST•UCiCTN � � I C r,.MMDNS l I [31? CRR R COMMON TAIR '�' C�4R1 Qp AR A r --- -- I 316 3-L--'J3G' I � i / / / _sem :•visa- _ .ss::zc�......�=s-. —_-ms's 1 r x:. - . -- - -_ - - - ___- -- _ - - - •- - _ _ --- - __.____ � _ 1 i I II Ii' � I{j 'Oti ofxnNG ENGINEERS INC. A5 s ►OOD AN SUITE 380 PORTTAND. OR D7U4 PIi (`Ail) 226 :1921 FAX I:Wa) 220 t19s8 I __ l I I COMMONS c C[)RRIDOR I I CORRICt7R VESTI ULE PRACIKV { PRACTICE: PPACTICE I.DMMMNS ENSE-MBLE I.:URF'II;JR ONCP.ETE I -- SEF ARCH do STRUCT DWG.. - fOR I 1 r A ' I -- { r C 2�A FLOOR SLAB i4 VAPOR BARRIER X723 I 271 — 213 i CONIC r L4 R 124 C i 2,11 I i f 8 241 _1 FLOOR DE AILS -- I 5E.A8-SEE T - ( `. IJ STRUC T!JRAI. I 1 51 A(T-';Ef I r• ' a�I++ui,�wnrll _._.-_. ____ __.._.—._---- _ •- __..i_..- u •z- '! ' 1 6" LA (ER COMPACTED IMPORTED LEVELING COURSE MATERIAL UNDER ALL � NEW SLABS ON GRADE — - 6' LAYER COMPACTED IMPORTED - t �'Q^- ►,� • G?c BUILDING SECTION LEVELING COURSE MATERIAL UNDER ALL e, w+�NEW SLABS ON GRADE / COMPACTED SUBGRADE .4 . (CC) ( D �A.Z` ( B E3 ' AA EXISTING _—_-------•--______.1_-_ (.0N5 T RUC T ION I CCJN;TRIJC 110N phase CONSTRUCTION I I r OCUMENTS IN date 05.03.04 �j I I I� i__.__ ._.__.____`---_____________.___________._____..1.�� I , •�'.. --,—,----,'� - �. FeVISI0f1S _ I I i � { tINCRETF t.UCk � CHEMISTRY rl 1I s + i SI AE;-SEE STk�IC'�IRa•- - A � I L.I RARY LlI I' IZZ STORAGE 6` LAYER COApAC1E1) IMp�I�' n - PLACE Cf)AiI�MICTED wFoRTEO STRL,iCTURAI i 1pro1 r{ L.fVELIMG f'OIJIMJE MATE1ilAt UNDER F1ll MATERML M0 NEW SUB A5 # 02054 ALL NEW W. A ON GRADE REQUIRED FOR IMOICATEO FAXLDING GRADES ___. _ �_+ _ _ 6' LAYER COMPACTED IMPORTED - �'JIL Lf.V£IIMG CouRSE MATERIAL UNDER SEvT IONS AIANES SUBS ON GR1T)E B BUILDING SECTIC.I--CONTINUED 5.i r o�bT risa q.dnscrn�nnsr a sl aiTk+anrrvun�xan.a +noon mwa PV Mal lolli ; :. �, L�(tEIRLLITY lI d 3 l ' I I!Cl'I!II1II INI Ii I!t,�liIn1Ii {11,Ii n� l � W'<k11l'difpPly� q lIi ti,"l111+1! IHI+IIINi i ! !IIimoo 1111 101I 12I1i3s ! I 0 22 23 2' 215 a 97 9 2b 12a - „ar r , 'i VLA , w , - wiaL' -a...,..r..n...,p...i-:-;w.a.,a.:.u,.ls,u....a. � iLr:a:�.'wk.7b5i:.ciL,.•...... � LPaIY._Sur'i�'u':`*rulW�rrsnMi/ _ - —i'W'