The URL can be used to link to this page

9000 SW DURHAM ROAD-16 eta 1" k; Y- may,, k:n y> C Tigar'd Hi h School Addition Remodel Phase I owner Tigard-Tualo:in SD 23J9 6960 SW Sandburg St. r: Tigard,OR 97223 01., (503)4314000 f: (503)431404•*1 900 WSDurham R Tigard , OR97224 project manager Cornerstone Management 5410 SW MacAdam Suite 250 Portland Oregon 97201 t: (503)295-0108 f (503)295-1896 CONTENTS architect Dull Olson Weekes Architects 319 SW Washington Street Suite 200 Portland,OR 97204 survey architectural structural mechanical electrical t: (503)226 6950 f (503)273 9192 A0.0 SURVEY An.10 CODE SUMMARY S1.0 STRUCTURAL NOTES M1.11 LOWER & UPPER FLOOR HVAC DEMO PLAN E1.0 ELECTRICAL SYMBOLS LIST civil engineer z M1.12 LOWER FLOOR HAVAC & PLUMBING DEMO PLAN AQ.11 PHASE 1 EXITING PLANS S2.11 FOUNDATION PLAN /DETAILS-SCIENCE E1.11 OVERALL LOWER FLOOR ELECTRICAL PLAN SJO Consulting Engineers M2.21 LOWER & UPPER FLOOR HVAC PLAN-SCIENCE E1.21 OVERALL UPPER FLOOR ELECTRICAL PLAN 6650 SW Redwood Lane,Suite 360 CMI A0.30 EXISTING LOWER FLOOR PIAN 52.21 FLOOR FRAMING PLAN/DETAILS-SCIENCE Portland,OR 97224 r C1 GENERAL ARRANGMENT A0.40 EXISTING MAIN FLOOR PLAN S2.31 ROOF FRAMING PLAN /DETAILS-SCIENCE M2,41 ROOF HVAC & PLUMBING PLAN E1,31 ELECTRICAL DEMOLITION (503)226 3921 f (503)226 3926 M2.42 ROOF HVAC & PLUMBING PLAN-CAFETERIA landscape C2 DEMOLITION PLAN pe architect A0.60 WALL TYPES S3.0 WALL ELEVATIONS I DETAILS E2.11 FLOOR PLANS-SCIENCE-LIGHTING r C3 TEMPORARY CONSTRUCTION ACCESS ROAD M3.1Q TUNNEL HVAC PIPING PLAN ATLAS Landscape Architecture C4 CIVIL UTILITY PLAN-SOUTH 320 SW Sixth Ave., Suite 300 A1.11 DEMOLITION FLOOR PLANS S5.0 DETAILS M3.11 LOWER FLOOR HVAC PIPING PLAN-SCIENCE REMODEL 13.11 LOWER FLOOR PLAN-SCIENCE-POWER C5 CIVIL DETAILS M3.21 UPPER FLOOR HVAC PIPING PLAN E3.21 UPPER FLOOR FLAN-SCIENCE-POWER Portland,OR 97204 A2.11 LOWER FLOOR PLANS-SCIENCE t: (503)224 5238 f (503)224 5239 M4.21 BUILDING SEL!IUNS E4.i i LOWER FLOUR PLAN-JCiENCE-SiGIVliL structurai engineer A9.21 UPPER FLOOR PLANS-SCIENCE M4.22 BUILDING SECTIONS E4.21 UPPER FLOOR PLAN-SCIENCE-SIGNAL Nishkian Dean 319 SW Washington St. �; A2.40 DEMOLITION ROOF PLAN /ROOF PLAN M5.1 MECHANICAL CONTROLS E5.1 EXISTING PARTIAL ONE LINE DIAGRAM Portland OR 97204 E5.2 PARTIAL ONE LINE DIAGRAM t: (503)2741834 f: (503)273 5696 A3.11 Bl i!LDING ELEVATIONS I RUiLDING SECTIONS M6.1 MECHANICAL DETAILS & SCHEDULES E5.3 PARTIAL ONE LINE DIAGRAM M6.2 MECHANICAL DETAILS& SCHEDULES E5.4 PANEL SCHEDULES mechanical engineer A3.31 WALL SECTIONS M6.3 MECHANICAL SCHEDULES MFIA Inc. 207 SE Ash St. A4.01 ENLARGED FLOOR PLANS Portland,OR 97214 A4.02 ENLARGED FLOOR PLANS plumbing t: (503)?_34 0548 f: (503)234 067 ,a. A4.11 FLOOR FINISH PLANS-SCIENCE electrical engineer P2.10 TUNNEL PLUMBING PLAN A5.01 INTERIOR ELEVATIONS P2.11 LOWER FLOOR CEILINC & UNDERSLAB PLAN MFIA Inc. 207 SE Ash St A5.02 INTERIOR ELEVATIONS P2.,!1 UPPER FLOOR PLUMBING PLAN-PLUMBING PLAN Portland,OR 97214 A5.03 INTERIOR ELEVATIONS t: (503)234 0548 f: (503)234 067 1 A5.04 INTERIOR ELEVATIONS P4.21 !OWER& UPPER FLOOR FIRE PLUMBING PLAN A5.05 INTERIOR ELEVATIONS A5.06 INTERIOR ELEVATIONS P5.21 TYPICAL CLASSROOM PLUMBING RISERS A6.11 LOWER FLOOR RCP I UPPER FLOOR RCP P6.10 PLUMBING DETAILS & SCHEDULES A8.01 FRAME TYPES, EXTERIOR DETAILS A8.02 ROOF DETAILS A9.01 INTERIOR DETAILS A9.10 INTERIOR DETAILS li Y TIGARD HIGH SCHOOL TAX LOT#: ZS 114 AA 00100 ::,_, y , o U y, 8 T -� - - ._A LoN CD C11 ` . y CL .� r v *rd High 0 /� O SQVI �w.iy �,S�y ,S'{, 1 \tli� V 1� �1oIYY1� O1 tI�• r...l ar�'✓-�ItJ In 1 !� a` J .M-� v✓ Cleo,.., �r L.r l V School i -T- q! o ) i J X � � C v` 0 r- CITY OF TIGARD '� T EI�,�EC� For only thr APProved.....S,.�k arra Q ,............,x]: .o Conditit;nalty Approved. REC.... work as descnbc rl in: FEB N ri jU04 o PE1�. !T►''J. 4 AM'Rf1V}D}t.ANS O i' "w Z-'� 00 1 K M lu Follow � � M CITY OF - I see Letter TIGARD , [ ]; IVISION - - 5P t'Dt`,UN-ATTACWT11% _- F.C:FICATION HOOD: C En Attach... BUILDIiJG D � � Jul %ddress: ........ �........ [ ]; TRUCTURAL CALCI; y DOCUMENTS�Dat UFOlFREPORr VICINITY MAP CDU F � _- - - --- - - ---- --- - ---- - C Documents-February CITYOF FT --r LM -+}OVnnp.oven...'A...co .conditionallyApproved Construction 22004 or onlythe work as described in: -, tk, PERMIT IJo.JL/.772-_00_f'�n�-. csee ............................. Job dde ss: Attach...5......�.................` 1 �. V r,r; �- Daley aurh3m Rd.9000 OFFICE COPY S T2004.Oo0005,P8M2004.000 NOTICE. IF THE r OR TYPE ON �� 1 ��i�ili ill ill I I i�� Iii iii i I ISI ill I�1 Ilr III ISI Ili I i i i i�i�i�i �i Iii Ili ill i Iii ill ��i iii ill iii iii I i Iii Ili ill �i i1 �i W AGE. IS NOT AS CINEAR ATHIS NOTMIC E, �- "1 4l __ J( I rl IT IS DUE TO THE QUALITY OF THE _ _ - _ _ No 30 ORIGINAL DOCUMENT �pg 8�t3 v�t VIII IIII��I�IIII�IIii iiiil►�6�i7��_��L � 4�ZIIII ill61(1Z1,1-II'111,1111111 litll 11111 I'll 141111110111311111116111'1 ZII IIUII13IIII IIeIIl[IIIII IIN1IIt11111 GIT tn' IIII9►1711111,11'111111,g, t I6t II-IIIi Io�t ISi rL 1I [[!i11gIl1 1 \ ARCHITECTURE ♦INTERIORS PLANNING '_ •.r►•: � \ '� 1 ' ` INN'. i \, ``'.� / � / r` o %rte ci Lu e� , °w•`i... ,_ .N .. . \ + . 'mac—« '"`� \ ,+'/ ` .1 \ `\ la 1 W Z Lu 41 CIO c, U3 CD 41 ►• _. _....__... .. °� tc _K.._ «. ..,.«✓'"- {� �e. Y�.R41 jj �•`.." 'a O•• \\` � y \ _ e ` ♦` .w O h Z ,n 'moi .,`'/�___w_I � !' .��♦ �l.\�,�`y,, �.��♦ J 6 .v ./" ,!� jJ ��,• _._._..- ._..--..--._... -� _ � '�r+._.0 .'/ . _ , '� xs`v^ _ 1 ,J I ♦w \,^! �` '`•w�. 3 N ej rn - �,A. _..I t ♦ ., w- ,`•..` jrt I .J'd1', w �� /' � t 1..4. _.... + .e».mow.._«..N_. _ r ( __..._,,,__•-..._ I -'- � .e'r- eyb ._. .�{ .. �„i'n , ` �S% f' +J �•1t !��~\ _w�! O � //,,`p1 !� I _+/-�'__ \' `may '%•• 1 'Fn1J r ! 4 tiy� !w\ '4 _ I . - ti►Ma "b w •. ,p; / 1'I --"-.._ 7�'.,",,;,..'a'."'.._...:...: ` I I I r. _ >•:7%'1 / r % •o. 'oe Ll .ii _._ .__a., �•!' ,! av'\ / �. / i I � I , 1 ¢'� �''� -7y` r � I �! �'- - --._..__.. , �i_.._ j' r'' „` ;t q� / /•1�, `° 4r,„. ^`'` � '� F.. M 4 •_k.-'...__A_. ,,.......a....s,..�. - w� �,.�-_ u - _. I e..-_. Lam/ j� S , ! .. � ej thy% �. _� •` J, r '`h fir• \,r..D rw �; � li k : � �.._...- �. / 1_ S , • \'� i ``' ...w fN' �♦ !' `` S It '1_4.,�j•- I r- - ._.,.YJ7a�.a II ''4.. ...a 1 I/ ; ! .,` / O re Vkl '' r r\ � r \1 �; !• _ ��,`' �"`- A` I I �n,mmunnmm"nln y{/.!n{ym,gmm�natT +Ci!D° 4:lT I! -) -. _. -- _. 1 1..,..f..,n,.. .. ` I 4 �! h `w r• •! r\ "/ r "•-wr... �"y'�'� `f � If II e ••I I .` N� CD 1 �/! •\ �/ al.r- /�-� ( l•s'. r.✓! / q �• .- f , :y.•`,\ ,�,K,v. is ^� 1, //!J r w.\• /// co J , ,; Sf' � / t, 1 1 I T�� 1••[{{ l / I '.` \yet' .� r. / .1 �a IS _ ,' \w + , O I: ! I 11 v............ w w . 11 ! _.. 7TH _��C�lf✓ \ I \` // / �+ `.\¢ `\\' "� 'Ify`1'«' /•I / }� •Q ,eagt�. I '_ -I -I'Mti ^-.'F` -fes .-,M”' a\\\`a •''. `1;kk�, ♦` 41e„ '`\�` '� r• `'•'b: _, /; I� w a"�.,y " ' •� `\ IY / °wu I \\ r'' I �I�y�` +t, �� t%/ 1 ! e� ♦u /y� L[) \ \\ .j�``� r ��l �� -F I �'/ 1 y.., 4,.. •till---...-..,, ♦`\`-� �• •� � ,T.. �':;\ /! `, ,\ � � - 1 04 // / / ( V t ywar i I `• �;\ `.... ` �. CU CV \ Y - ``/ ..•Fl �� ;�' •� •�\•a• 1 -�., i / /• � , � Q� •� ?.. .-. • `, . \, ''a w s!7_ - '_._..__ R"... _.r 'tom ,•'� ,,•f ��r, - I i_.... .. .°_...—. �... - tr�` P ,N,'. -I•\\\I. � I \`:•\� /� / f. J ^'�•`. rCs._.. Lmcu �•� cu cn CD \` u�`�. c� ;4 'r / 4+E4 µ�. 1 0� — I_ ^, I•, r"`W ``\'" / r. ■� C:) a CDc_n for 4t� \ •�' �!~R.\` \ _,''_`1,,, �°t�. /' ��f�` ` � � '��' • '!' 'efi _� \,. f` ,/ se o �eDr000c ENGINEERS CQINC. EXISTING TC)%RCI HIGH S'CHOOI_ l� ,u PORTLAND, OR. 97224 �• \ \ `� _ .I:_.}rM1 r ? s !.' PH: (503j 228-3921 FAX: (503) 226-3928 \ ylr / fit► • ... I �. �\ �.y ` •+�/ � �,��' 1 �,� Si '-N� -�� Ir r r I ,rp i 7 II' ,Iw •�, . \ v f � ' / �'U- '� ,�-, '\."' �'\•./ �+ I qn__ _fir "'r+.w.,•„_„ ` 11 41 � 'i ,y t� I ,} " I' 'N'<t• FF 1 N I .r 1 ',`J, n \ .►,im'irs/.w,�,,��h`, --_-';arc£, ,.,w,.,,...��.,.,,,[ ._.,,.1`. Z''W_•�_7• .. '"M1 �G+�•erJ ' r w` r_. _, , •.\ _�• "•'°•'sae, -r�_ _ 1•'h ...r-. � ..., t �.' '4 �� / s / b 11 727 ,°'•,r �' •�,\4. .q` / / -N. .,'�`^'+...w.,,.�, --.y..._ dG «"`--•..,�` 'a•a�.;.;d;�Nt.. i � 1 �4 i�,,. / �''!r / ,\ /\ �\1- ' 1. • .._.:ti..Tc^ M".'.".�. 1.. •�, ',�_ w!a. 1, ,per // � [(� / l / -.yw- a.. / � w.,,.�x� -.g,,Y I •G•..l_.�1,...=..•.....,.w« ...«............» 1 � w'•"� y W. t'/ ,R l/ 0 9_ `` •.�\... \ t�'. -_.. QI,�\♦ , !:� ' r -..'.... a'( is�4+i. - - _•.__, ewy r` �1 !r''!, SI \,,,\i „ ! / B. W H \ `�., '-w +.` 1 I , ,r1R .._..✓Lp�•/ '7"4•.""•MA.. r I tlllrtf', 1 II , ' / �` t •',' w � I 4+ � ..,t --^a•�, ,• _ ^y`•`..,"w...,..•,., 1 dR S �•^+. b.. > + i /r / E.XPIRE� 6/30/04 `, \ •,` *\• tib. ''•.. '• -.,... kTi �,`. .-, /h; ..,«-.:+' q. __n ..�..'. I"4i _ 11 ` ry. ��e�'e 1 i rY / GENERAL SITE NOTES '`- �- .• ``�` �. .�'...�-- / ,.M►.-..�K i� � '4� •,\r "rN� •- •.r. I nt II` ids 'I � ! �, y1•' 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR .: 10 THE COMM"NCEMENT OF WORK AND REPORT ANY DISCREPANGrES TO THE OWNER'S REPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR VISITING ,� «, �� / THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO �• \ �' .. l wl �. _ - `. ` / GENERAL BIDDING. 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE \ `' �:�` `:tib y I 1.� 1 ,� /,' i" / ARRANGEMENT INTO EXIS ZING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPCR PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. �``• `'� III ' ! \ �/� �' / ;// phase CONSTRUCTIO�J REPORT DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO ��` "\ :,� .., ¢!� \ `,. �t `t ,/ / P CONS IRUC,TION. Jib '`:• �•. �, ' _ __� DOCUMENTS 3, ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY • \ `�, ¢� 1 ��- I `! r.23.04 w„- �- �, t III, �" INSPECTOR(S). CONTRACTOR SHALL NOTIFY CITY INSPECTORdate 02S) 4$ HOURS 9, ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE ��, ` `�''•,� ��; `. �`.a ((I ! r !r / PRIOR TO START OF CON. (RUCTION. UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM \ `\ �`, . ;� I� �'� `� `� / feYl r t ALL BUILDING WALLS AND DOORS. `♦ \ '��4 \ I - --- '�,'. ,,,� /� SIO11S 4. DURING CONSTRUCTION, THS_ CON TRACTOR AND/OR SUBCONTRACTORS �� \ \''� ��' " ` fy/ \\�`. !•,~ / 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 Al_L TIMES. CONSTRUCTION. ADEQUATE SHORING 31RACING, TIES, AND SUPPORTS �, \ R• '�\'` �� ,, +,\ � �`.�� '� ,+ '� / SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING AIA w'•cq\ h a,� . !r ,q ,/ / 5. UPON COMPLETION OF THE. CONSTRUCTIUN' ;PROJECT, FHE CONTRACTOR PHASES OF CONS RUCTION. SH,=ILL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED ------------------------ MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SH",LL BE 11. ALL EXISTING LANDSCAPED AND UN'AVED A1P REAS WHICH ARE DISTURBED . l '----- ------ -- - RESTORED TO AN "AS GOOD OR BETTER" CONDITION. BY CONST-RUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED �• SMOOTH AND PETURNED TO ORIGINAL EXISTING CONDITIONS. DISTURBED 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TEMPURAPY ACCESS LANDSCAPED APEAS SHALL RECEIVE BARK DUST AND REPLACEML.NT \ �`. s''a. ` �' ti _ ,•'/ / // DURING CONSTRUCTION. UTILITY OUTAGES AND ACCESS CLOSURES PLANTINGS. DISTURBED NAFURAL AREAS SHALL BE HYDROSEEDED TO `` REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SITE TENANTS. REPLACE NATIVE COVER. DISTURBED GRAVEL AREAS SHALL RECEIVE • \ � J REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. `� ` ^I /x' projec,# 02054 1 7. SURVEY OF EXISTING CONDITIONS PREPARED BY OTAK. THE CONTRACTOR �` \ ''',�� ♦ , / / - - IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. 12, ALL DITCHES iWALES, GUTTERS, ETC. SHOULD BE CONSIDERED ACTIVE: CONTPAUTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-OF--WAY LINES, STORM CONVEVANC`S UNLESS OTHERWISE INDICATED. CONTRACTOR IS - SLOPE EASEMENTS, AND ALL HOR17ONTAL AND VERTICAL CONTROL PRIOR RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND DEWATERING -- - TO CONSTRUCTION. OF WORK AREAS DURING CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL 13. DURING WET WEATHER PERIODS, CONTRACTOR IS RESP,")NSIBLE FOR w.-. ~' �/�' 40' 0 40' 80 120' ARRANGE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE SEQUENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON �� — REVIEWED BY OWNER FOR CONFIRMATION TO DESIGN PRIOR TO OPEN EARTHWORK AND COMPACTION OPERATIONS. � \ �� \ ` __ _•�./. '` / CONSTRUCTION. •� °' J', \w• �� !'. !- / -00005 RL 9000 SIT2004.00008,PLM2004.00083 0:12403 TTSO-llWdWLADIPHASE 1 SU9MITTALIPP10 020404.dn,02/1002004 12:24:44 PM,MOJ ' .,�n...-......•-. �n-z,- sw-.wa...,-evyaawa..o.,:re.r....;:. -.,nn•,•y...•-.,.,......_ _. -- .•_.....__-_. _............ ,.:_:k -,. -_. ,�;- -- 7=77 _ .._ ,. .. _ . 9e111�u�e..!eMnrltae°I llw!.rn4lMSL1MF.+r C _ I I I ___>_____I_ ___�Il__i_ NOTICE: IF THE PRINT OR TYPE ON ANY it irIMAGE IS NOT AS CLEAR AS THIS NO�iICE, _ � I l I I I � I I I � I I 14 I � I � I � � 6 I I l I,of I I_ I � I I �� I I ill I I -��j Ti,,,v�"l 1 ��•-'t--' IT IS DUE.TO THE QUALITY OF THE _ F11�11111'11 .. _ ji No 36 ORIGINAL. DOCUMENTS L9LL ��Ztf8L ��tt 96t St LT Itt6� �' I. IIIII�IIIIIIIII IIIIIIIII IIII�IIIilllll�{II!IIIIIIIII IIII�IIII II111111111 �IIII�� III111111��IIiIIl �I��I�I��u�IIIIIIIWUIII�IIu llu�llltWlllllllllllllull I i��ilµl�I • IIIIIIIIII IIIIIIIII�IIIIIIIII�II��I I�IIII I �I i "tv. 4 TEMPORARY ACCESS ROAD DEMOLITION NOTES f ARCHITECTURE + INTERIORS+PLANNING P 1b 10 SAWCUT EXISTING PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. If 10 [2] SAWCUT EXISTING SIDEWALK IN STRAIGHT LINES AT NEAREST JOINT. REMOVE ALL CONCRETE VATHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. yku [3 SAVE AND PROTECT EXISTING ASPHALT THROUCK-OUT CONSTRUCTION ACTIVITIES. 4 SAVE AND PROTECT EXISTWS CURB THROUGHOUT CONSTRUCTION ACTIVITIES. Lu w L5] SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT CONSTRUCTION ACTIVITIES, / ." ' / /' ,'°� �+ Ile f ' // ; �' , / 3 0 rncr 'r [:61 SAVE AND PROTECT EXISTING UTIL:I'!E-) THROUGHOUT CONSTRUCTION ACTIVITIES. I01 Z 0 z C: 0 tZI 'n 7 Po" 4 ------------ 14 ------------- .Ak, V, 6 h, Ilk I /* 4k N4� ol Je x CL 6 01 0 4 ---------- CD i It u '10 ------ cn ce) 4ke ■ 4c:) 0 c. LO r loe A4 0 0 '0 0 '01 0 �s 0111 4 A4 __ZMN, Jp ; - SE E ARCH PLANS FOR BUILDING DEMOLITION f A*Kf Arw INFORMATION cu U-) u2 \V/ "cr E cu % Af 0) h Lm cl) % cu cD cu k". A CIVIL ABBREVIATIONS AC ASPHALTIC CONCRETE Ipw BLDG BUILDING CB CATCH BASIN CCNSULTING ENGINEERS INC. CURB INLET C1 -0 ff NE, SUITE 360 CMP CORRUGATED METAL PIPE 01M -DWOOD WN E, 0.1. 1^72=4 N* CONC CONCRETE --pt...... 226-3921 FAX. (503) 226-3926 co CLEANOUT PH: (503) DIA 0 DIAMETER IPE DIP DUCTILE IRON n DS DOWNSPOUTS DWG DRAWING ELEV ELEVATION A I N *+ EXIST EXISTING 13.727 FD FOUNDATION DRAIN ft FF FINISH FLOOR FH FIRE HYDRANT �� -' `• ` Y r „--_ GUTTER • 1IA P, /...___ ; 16 ♦FW FIRE WATER OAP GR GRADE V GV GATE VALVE • D(PIRES (3./30,/c'4 HDPE HIGH DENSITY POLYETHYLENE j� HC HANDICAPPED % AA*, 0 HYD HYDRANT I- LENGTH IRR IRRIGATION IE INVERT ELEVATION LP LIGHT POLE MAX MAYIMUM DEMOLITION MH MANHOLE MIN MINIMUM ✓ PLAN NIC NOT IN CONTRACT NOM NOMINAL `-Z EXISTING TK3AAD HIGH SCHOCL NIS NOT TO SCALE OC ON CENTER phase CONSTRUCTION OH OVERHEAD DOCUMENTS OCUMENTS OIL/WATER SEPARATOR 1A PERF PERFORATED STORM DRAIN PIV POST INDICTOR VALVE iii date 02.23.04 PP POWER POLE V % revisions PVC PO VINO_ CHLORIDE PVM1 P PAVEMENT41 R RADIUS 1, omu ,�_ _ .,... ,- f, 4;)I. RIM RIM ELEVATION RCP REINFORCED CONCRETE PIPE SS SANITARY SEWER \ _ (� SD STORM DRAIN SLOPE SAN SANITARY TB THRUST BLOCK IBM TEMPORARY BENCH MARK TIC TOP OF CURB wml TEL TELEPHONE TOC TOP OF CONCRETE project# 02054 TOG TOP Of GRATE TOP TOP OF PIPE % TYP TYPICAL UGND UNDERGROUND UNO UNLESS NOTED OTHERWISE wM WATER METER %41. WIR WATER \ �\•�*-. 40' 0 40t 80' 120' WATER VALVE F=L-_--F-1 F 2 % (),,ham Rd 9000 SIT200")OC)OS'PLM2004.()0083 301 OV403 TtSD-TIc"W_ADV%ASE i SUBMITTAL%PHj4)Em0t2(A(W dm 0211WM 1225.17 PM.MW NOTICE: IF THE PRINT OR TYPE ON ANY I cil I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4( 61 io 11 —L_ '\._I ? 17 �a)5 IT IS DUE To THE QUALITY OF THE No,36 017�r ORIGINAL DOCUMENT lu►illll�l►I illllllli illllll I 1�illllo lilt 111111till Illi ilululi Mul :�177 jDa t-__ _1171 / 6" OF 1 1/2" MINUS BASE COURSE �PLANNING ARCHITECTURE INTERIO EX STM MH -- -- -20'- — - - -- _ ..- - - -- _ - 18'-------- ---- --}--2'- -------12'- RIM:174.21 � RS 2 IE IN 6"W :170.84 1j IE OUT(10'E):171.00 I 2%- 12" OF 3" MINUS PIT-RUN MQ;IERIAL 2 � 0 1 0•. ---X--X- X GRASS FILTER STRIP Y doa MATCH \, INSTALL 51LF 6' PVC I W EXISTIN� 4 CONNECT TO TRENCH DRAIN SUBCRADE GEOTEXT'LE FABRIC TEMPORARY CONCRETE DRIVEWAY-\ �� 6 FRENCH COLLECTION DRAIN A, v z h o I. W CM C4 vu TEMPORARY ACCESS ROAD_SECTION _ 0 �; MATCH / 4 !' NTS _ ; z EXISTIN �\" m z -``�' �\ 6 INSTALL 415LF OF 4" ABS-- b a i 4 / ,� �1 PERFORATED DRAIN PIPE C3 CS 2 8 IN TRENCH W/DRAIN ROCK 2 ! .r >. 15 �1 f INSTALL�181_F 6" PVC, CONNECT TO AREA DRATvolo / /02 / a _STORM CQ_NSTRI;CTION NOTE // / y.� fir,.., D .` / THE CONTRACTOR SHALL SAVE AND PROTECT THE ! " 1 EXISTING GRASS FILTER AREA THROUGHOUT THE // �V C3� DURATION OF CONSTRUCTION ACTIVITIES. ! INSTALL AREA DRAIN. RIM:177.00 IE:174.1)0 CONSTRUCT STM MH —Q13 / DETENTION MH OVER EX LINE =+ RIM:177.00 4 / / IE IN(4"N):171.50o. /(' { _ If IN(6'S):171.50 ��_ �...• 'ti �S }�.:� Y ,•I`,..,_.• 18.00' Li IE IN(10"W):171.16 ��_j� / a IE OUT:(10 E):171.16 y':X" x +�.�XJ ` �•' ` O // / *•<- co cr) "fl/ .- / INSTALL 38OLF OF 4" ABS 4b-.00\ 0 � / PERFORATED DRAIN PIPE -� �rj IN TRENCH W/DRAIN ROCK a- / ✓ '/ �` `\ / v � #� / r o/ cu Lo Lo 71110 EXISTING ATHLETIC FIELD o 0 / R� 7' / / ! _EX STM M'i RIM:T81: MATCH / tE IN(6"W):176.50 'Y/ ,f' EXISTING / c r / / IE OUT(10"E):176.26 / O MATCH `~ . c EXISTING ��.•` J i' ;\\ CONSULTING ENGINEERS INC. 6650 REDWOOD LANE, SUITS 380 OR. 97,224 PH: (503) 226-3921 FAX: (50) 226-3928 / l6 1 N �1 / / / _ - / j .727 / 1 r' � / / // /r '� ('�y 16.106 •{ / / ! / EXPIRES 6/30/04 r �r -' TEMPORARY EROSION CONTROL EROSION CONTROL NO1FES TEMPORARY ACCESS_ROAD CONSTRUCTION NOTES `' _ -- — — CONSTRUCTION t. TEMPORARY ESPCP MEASURES SHALL BE INSTALLED, INSPECTED, AND APPROVED BY A CITY INSFECTOR BEFORE STARING GROUND DISTURBING ACTIVITIES. O INSTALL SEDIMENT FENCE (TYPICAL) - 3 Q SAWCUT EXISTING PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING PAVEMEN I WITHIN 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMi=NT, AND UPGRADING OF THESE ESPCP FACILITIES IS THE C3 C5 SAWCUT LIMITS AND DISPOSE OF OFF-SITE. �`"' L RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION is COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. Q INSTALL INLET PROTECTION (TYPICAL) — --- � ACCESS f1O/1V C3 C5 C3 C5 02 SAWCUT EXISTING SIDEWALK IN STRAIGHT LINES AT NEAREST JOINT. REMOVE AL!_ 3. THE: ESPCP FACILIIIES SHOWN CNI TPIS PI AN ARE THE M NIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS- DURING THE CONSTRUCTION PERIOD, CONCRETE WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. THESE ESPCP FACILITIES SHALL. BE UPGRA7ED 4,S NEEDED FOR UNEXPECTED STORM EVE"!TS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY. TO ALLEVIATE SEDIMEI T DISCHARGE TO THE STORK. WATER MANAGEMENT 03 SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT CONSTRUCTION ACTIVITIES. � phase I CONSTRUCTION SYSTEM. UNFILTEP,ED WASH WATER CANNOT BE DISCHARGED TO STORM DRAINS. EFS®SIU�V CONTROL NOTA ® SAVE AND PPOTECT EXISTING CURB THROUGHOUT CONSTRUCTION ACTIVITIES. �� / (DOCUMENTS 4. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BETWEEN OCT031_R 1 AND APRIL. 30 BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO THE PROPOSED EROSION CONTROL MEASURES ARE A MINIMUM BEST �„ r, i=NSURE THEIR CONTINUED FUNCTIONING. ALL INSPECTIONS SHALL BE NOTED IN AN INSPECTION LOG WHICH SHALL BE MADE AVAILABLE TO THE CITY MANAGEMENT PRACTICE. THE CONTRACTOR MAY BE REQUIRED TO TAKE [J SAVE AND PROTECT EXISTING LANDSCAPE THRGUGHOUT CONSTRUCTION ACTIVITIES. / date 02.23.04 fr' INSPECTOR UPOI! REQUEST. ADDITIONAL_ EROSION CONTROL MEASURES TO ENSURE THAT NO _ / !` SEDIMENT LADEN WATER EXITS THE SITE OR ENTERS THE EXISTING [6] SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION ACTIVITIES. � � 1,,� ' � revisions 5. ESPCP FACILITIES ON INACTIVE SITE SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONIH OR WITHIi 124 HOURS OF FOLLOWING AN EVENT. SIORNWATER SYSTEMS. THE CONTRACTOR MAY ALSO BE DIRECTED THE 1 42 ' I CITY ENGINEER, CITY INSPECTOR, OR PRO.'ECT ENGINEER TO CONTROL D CONSTRUCT STANDARD DRIVEWAY PER CITY OF TIGARD STANDARD DETAIL 142. -- !�; ( 6. EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAYS OR MOPE SHALL BE IMMEDIATELY PROTECTED BY APFROPR!ATF GROUND COVER. DISTURBED LAND DUST -AND AIRBORNE EROSION. C3 C5 --,a5 _ -- �, /' /!�, C.O.T. 4102/04 THAT WILL REMAIN' UNWORKED FOR 2 MONTHS OR LONGER SHALL ALSO BE SEEDED WITH AN APPROVED 31 1 M!"TURE. U CONSTRUCT HEAVY ASPHALT SECTION. MATCH EXISTING SECTION WITH MATERIALS AND THICKNESS. 7. PUBLIC STREETS SHALL BE SWEPT DAILY, IF NECESSARY, TO ALLE GATE SEDIMENT DISCHARGE TO THE STORM SYSTEM. UNFILTERED WASH CANNOT BE 09 CONSTRUCT TEMPORARY ACCESS ROAD DISCHARGED INTO THE STORM SYSTEM. GRADING NOYES C3 C3 E. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE REPAIRED AND PROTECTED l THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE WITH ADEQUATE GROUND COVER (2" STRAW, COMPOST, MULCH, ETC.) TOWARD ALL EXISTING STORMWATER FEATURES. 2Q MATCH EXISITING AT ALL SIDEWALK GRADES. - project# 02.054 City of Tigard [A roved Plans b_Oc� • ti , LJ ✓� _. n atP r 0' 0 20' 4 0' 60' Durham Rd.9000 n4.0000.`,,PLM2004-oowi 4 of 6 wil OV403 TWTIpmH81CAD1P%%SE 1%CM"TAL1P -aA4AIO,ft 0!.062001 11:52:95 AM,MCU NOTICE: IF THE PRINT OR TYPE ON ANY r III III III I I' I(I III I III I Jill I I I I I III III III Ili III III III I I III III III III III III III I I III III III III III III ILII I III III III I I III III I I I I I I III I I I I Jill I 7 I1 I I � I ( I 114 I I I Is I I1� � IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - _ _- -�L-_-- ---gl- -_.11L 141 � �T /}1 J / aj..5 IT IS DUE TO THE QUALITY Of THE _ _ _ _ N.3e a'ms-- ORIGINAL DOCUMENT r � - III �►iiIl►i� illIt iiiiiiillcill Illi illllllli illllll i iluluil�ll�lu iulillll uuliul�u�iuluiiuli� 9u £ �I u� ilii�uill bi— !� ARCHITECTURE INTERIORS TANNING /JO ! G ...2 W 3 �� -�"==�-- - •---., -• -- -• _ u ..-r. , , �` / / ` .^'gyp 3u:0 Ln i ! in 4V fm 741. ell C-1 rim— ;,� ;.�?� ��• �, \ / l', . .yr h ,� / I , C��N1-R ,rw'. 21.3,0. ,�-„�_ _ _._, ....� . .,, •,..._ - - •� Z'(� I ---•� pis _.� !.._ • - --r-. -- - ._.._. •� �__ __�._.- 5.5 -_ - ! c, bm ... ... - ,�.• \•. '/ ,`qAM' !' ,"------•-� ! � / � `-._.._-•-..._.� ..�- ---`;S --5-:''•`''` - _,^_ t 1 Y� ,-`. �' . i I All �� j t., E, •' /�ir+/ �� ...,',�+.M!_`,� / I i- , '- f�razae:m zsc.a�u_•r •,r�'VIi00: .rv..rr..r.ww+W v i - - - Fj. .-.._�f• � ' ��'..� I �—. �I .rL�1 _. � Jfl /,/ 1UTILITYTRENCH (TYPICAL)Wim.1..) d =-- l 6 cC + 1 - =1_ _1�3r_ -•-�J - - _-_ _-__ _ -ley-'"-�-?� -=- 2 , ' / /TILL ! 1 a _ IO I —•—�� ., '•-..•.", �,f1 Li 3 O �' r 1 l ._J..r.:�' - i".�+'.. I O h F 1 , VHf/ a-_:+s.,. �.a�•�.-r..r I I _\ t' 4 .r•!A 4 LGL( 4 3 .... _.- ._..1 - � /� � \ �`�` �1. f'� ,� •r. � L......y. .. _..-___.._.cC1- .___—__-_I,- .r. __ _.-._ .r _..'�- _ i -___.•-__ _._._..- - -- - - - - li _ •��r{i, `d0°A!`�. - Ls!`s, � _. { � .�. � I \ 4,j:. /. O^ _ _ i .-. t y��n •_ Te) O - - ____•.-__...._.__..._ t .4tarYrW.t_.._-.-.��._._»..-.aua•,e. -_ _._--..._ .- _ ..,_ L 7j F 2.98' 8.99' 4.73. „u,nu�» �.....,e.,.�l I 1� -- 41.13' -- 10.79' i I c O \� ,' •C. -'dsi/ ��r r I f �: 2.02' L �•\ k'%' Ali ASYNAIT � Q_ O t j{tiC;) U - �! rl r- ( �1 CONCAVE ca Cm j - - - iCn • : _ - `•,\� j - - - I A: � . .____ i -� CU ;\" a •� E N ,\ ✓> J r /1i Jar ,! �' �w+. !,J / ! f-1 I 1 l ca Cqti ,.� ,. 1 \ '`•"}.• if, j. I i; LM 6-._ j / I , ! I I -.___� ._ \•"r' CpO A- cla ASPHA.' 44. /// �I 88bU KI)NOOD LANE, SUITE J60 j �°' 11 CONSULTING ENGINEERS INC J�' :' / / � i �� ,."' i' /r',., '- u,"' - •_ �., ^— r �� I PORTLAND, OR. 67224 ' ._' " �,• � '' --- _ _.,_ _ _ .. _-__ ....-_. .. - - - -- 't i I • _ PH: (503) 228--9921 FAX: (505) 228-aL?8 i� � � �! �� / ,,.. ._ ___. � •`�! ! J�� ' �1 '+"_tl / � per, f , 1 7 J�' !•/ " / I Ni 0. ;; 'r J ' \ 1 I 'y,' Jf•Y 16.�a �� , ....., `» � .�- /� '; .I f ! I EXPIRES 6/30/04 CIVILr, �, � UTILITY PLAN UTILITY NOTES SANITARY SEWER NOTES STORM SEWER DOTES SOUTH 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, 0 INSTALL 67LF 6" PVC O PROVIDE DOWNSPOUT CONNECTION WITH CLEANOUT. SEE FROM RECORD DRAWINGS AND INTERPOLATION OF PHYSICAL FEATURES, AND STRUCTURES LOCATED ON THE SITE. LOCATE, S=0.02 (MIN) MECH PLANS FOR DETAIL. EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD PROTECT, AND AVOID DISRUPTION OF ALL ABOVE AND BELOW TIE ;NiO EXISTING SAN LINE VERIFICATION BY THE CONTRACTOR. GRPDE UTILITIES DURING CONSTRUCTION. 5 CONFIRM STORM LINE CROSSING PRIOR TO phase I CONSTRUCTION INSTALL. CLEAN OUT C'JNSTRUC TION. -�•--�-- 1 2. ALL LOCATIONS FOR WORK SHALL. BE CHECKED AND 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL C4 C5 ' DOCUMENTS COORDINATED WITH EXISTING CONDITICtJS Lid THE FIELD BEFORE CONFORM TO THE LATEST EDITION OF THE UNIFORM PLUMBING � INSTALL 1211E OF 6" PVC � � — BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER CODE (UPC). ALL UTILITY CONSTRUCTION WITHIN THE INSTALL 6311E 4" PVC. TIE INTO EXISTING 12" �iM PIPE SECTION. RIGHT-OF-WAY SHALL CONFORM TO THE STANDARD S=0.02 (MIN) date 02,23.04 +, REQUIREMENTS OF THE MUNICIPAL 11Y HAVING JURISDICTION. SEE MECH PLANS FOR BUILDING CONNECTION 3. -;HE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY ® INSTALL 71LF 4" PVC CONTRACTOR SHELL FIELD VERIFY ALL CONNECTION revisions UO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS S=0.02 (MIN) POINTS PRIOR TO CONSTRUCTIOtJ INSTALLATION IN THE SPACE PROVIDED, THEY DO NOT SHOW NOTED OTHERWISE. EVERY DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TO 0 INSTALL. 5LF 4" PVC I COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR P DGWNS?OUT AND BUILDING UTILITY CONNECTIONS TO BE SHOWN S=0.02 (MIN) "CONFIRM UTILTIY STUB LOCATIONS WITH MECH PLANS _ PROVIDING A COMPLETE AND WORKING SYSTEM. ON blo:LGING PLUMBING DRAWINGS. REFER TO PLUMBING DRAWINGS FOR CONTINUATION OF UTILITY LINES INTO BUILDING U CONTRACTOR SHALL FIELD VERIFY ALL CONNECTION l 4. CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS POINTS PRIOR 'TO CONSTRUCTION PRIOR TO BEGINNING ANY UTILII Y CONSTRUCTION FOR LOCATION MARK-UP OF ALL EXISTING UTILITIES BOTH IN THE RIGHT-OF-WAY AN!:) ON PRIVATE PROPERTY. CONTRACTOR **SEE MECH PLANS FOR BUILDING CONNECTION — SHALL COORDINATE THE UTILITY LOCAL WITH MUNICIPALITY HAVING JURISDICTION FOR ALL UTILITY WORK WITHIN ^, PUBLIC RIGHT--OF-WAY. INFORM ENGINEER IMMEDIATELY IF LOCAIL # 02054 INDICATES THAT EXISTING UTILITIES ARE DIFFERENTTHAN project SIT2004.00005,PLM2004.000H� SHOWN ON DRAWINGS, Durham Rd.9000 5 or 8 20' 0 20' 40' 60' - _7:� 4 0:9403 TTSD•TlperdHSU:ADIPWISE 1 SUBMITTALIPHI-MILll204044",0111 0/20 34 1 2:01-19 PM,MCU _ ._..__.. .,._.._.. _. - ---.___.- -_-__-_--------. _._ _ ..- •.. ...-... ::,:..._..w.w..nw .. n, - ntt.. rwr--•„-..fir+'»^• a ,,euw.a• a,l dawwrow a...„n,,r",r,/.,•.rVer,e,....,....M...r� .. w. `nr,r,�Kfw n _ .,r- .. _ gAlwlAhl�i ' ,m�,w:nse,rlRrera...•Mwr . .p,,,.-,;,,•. -: .,•.,y",�..srb, .,.,..,-�_,,, _ ,. ,, r - �.Y-.. .,yam.,., , . wrwprr'ywi �r a••. ,n NOTICE: IF THE PRINT OR TYPE ON ANY tTllr I�IIi�illllllll i�iil i i�IIIII VIII T rlr�lll rlTIT1 r�lll�1 I(rlt t I�III�r IItII�,II�III�I VIII I IIIIIII I�IIt tIIII�T�t t�fli t1�1�111�1 111�I II►IIII�I I� �I�I I�III�I ISI I�jII r/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 111_ I+. l I `� I I �1 -�_ _ L___I___ l_ _al__: I�._� 1 1�I__ l l "J J l / �W5 IT IS DUE TO THE OUAL17Y OF THE _ _- -- - - -- -— - - N..�e ORIGINAL DOCUMENT t�z nz e�t et jL11,11 tilli� IIli11�"Il1►11111111111III11 ��IIII��I IIIIIII��II�I�I► ��IIII��!►llli !I IIIIWIIillllliilll►lull �ll1ll1W� 11111I1111�I�Hlll -� -� - ,- 15" GRATE FRAME _-�/� --__.______.____�_ MANHOLE FRAME AND COVER - 4" PVC PERF PIPE - - ._ -- ------------------- _` AS SPECIFIED IN 12%12" TRENCH OF GRANULAR DRAIN i FRAME AND RISER RINGS SHALL BE SEALED ROCK WRAPPED W CATCH BASIN ----- -- - FINISH GRACE / � ----PAVING WATERSEAL WITH WITH PREFORMED PLASTIC OR RUBBER TO DRAINAGE GEOTEXTILE GRATE 2" FORM A WATERTIGHT SEAL. GROUT MAY BE _- � GRADE - FABRIC HINGED DEFLECTOR -_ USED FOR STORM SYSTEMS. --� �� _ --� - DRAIN ROCK --FOR CLEANOUT - - ---- VA -a --- --- 4 ---�-- ARr,MITECTURE•INTERIORS•PLANNING 40a 4" NO-HUB ---- _ 1 MOx orioo •o ------ CONNECTOR t " ADJUSTMENT RINGS -. v MANHOLE STEPS SHALL NOT BE -=- o 0 PROVIDE UNLESS OTHERWISE SPECIFIED. ° `Yv OVERFLOW --- ---.---- c 3" ALL JOINTS SHALL BE SEALED WITH 6" 4 ° SLOT _ PRZFORMED PLASTIC OR RUBBER RING CATCH 9ASIN W m i o TO FORM A WATERTIGHT SEAL- _ -� - - ,� ___ Y GROUTED JOINTS MAY BE USED FOR STORM DRAIN SYSTEMS - 1r BAG ER -- -- vl z STANDARD PRECAST MANHOLE W -' SPECIFICATIONS -- ------ SECTIONS AS REQUIRED _ 48" - �TANDRJZFIl<TER BAG DE FAIL 3 Y �2�� 12" RUBBER BOOT ------ •I (42- IF SPECIFIED) 1. THIS FILTER TYPE SHALL BE USED IN CATCH BASINS IN ALL PAVED AREAS. y o o, 1. ALL STEEL WELDED CONSTRUCTION. ---- OR MANHOLE ADAPTER 6 SUBSURFACE TRENCH DRAIN DETAIL 2. THE CONTRACTOR SHALL INSPECT THE FILTERWEEKLY AND DAILY DURING 0 u : N 2. 10 GAUGE STEEL MINIMUM THICKNESS. c �. .. ..,. - - --- --- ---------- PERIODS OF FREQUENT RAIN. � oa TI C3 C5 SCALE: NONE 3. COATED INSIDE & OUT WITH MANHOLE BASE '' •' :'% 3. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT j p REMAINS ON SITE. " ~ (PRECAST BASE SHOWN) ,.; 0 ASPHALTIC PAINT o z m BASE ROCK - -- -- --- -- 4. THE I-ILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF m 4. SUPPLIED WITH 15"x15 %6%`IX" (6" LAYER MINIMUM) ' -- �� FULL. B.B. BAR GRATING, WITH CROSS J 3 BARS 4" O.C. 5. FILTER SHALL BE '-OSS ENVIRONMENTAL SERVICES "STREAMGUARD TYPE II-S o CBF" OR EQUIVALENT. 9 _METAL LANDSCAPE AREA _DRAINN01ES; 2"Xr FIR POST c 1. STANDARD PRECAST MANHOLE SECTION DIAMETER SHALL BE 48". SEDIMENT FENCE C3 C5 SCALE: NONE MAX PIPE SIZE SHALL BE 2e. �GEOTEXTIL.E WITH CC�T'S5 INLET PROTECTION2. ALL CONNECTING PIPES SHAI_I. HAVE A FLEXIBLE JOINT SEWN POCKETS •FABRIC ON WITHIN NE OF MANHOLE WALL. DOWNHILL SIDE SCALE: NONEOF POST 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS. 4. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMEI`'TS OF EXISTING GROUND o ASTM C-478M. - "- COMPACTED !" BACKFILL w , o Q. 7 MANHOLE DETAIL Q ,T MATERIAL - i+ N C3105 SCALE: NONE .e134FILE 7 10 1 SEDIMENT FENCE GEOTEXTILE ---- - A rr PLAN CONSTRUCT INVERT CHANNELS TO O UNIFORM FLOW LINES WITH FRAME & GRATE ELEV. - -- ROUND SOLID COVER 7'X2" FIR POST GRADUAL TRANSITION SECTIONS. SEE PLAN. STEPS OFFSET MARKED "DRAIN" EXTEND PIPE INTO BENCH SLOPE W/LOCKING BOLTS. MANHOLE AND GROUT 12:1 PRECAST BASE RIM ELEV__ SMOOTH -� 177.00 *-- NOTES: CATCH BA�LN RUBBER BOOT OVERFLOW ELEV, 1. PIPE SIZES & SLOPES PER - - a.r U O ., DTO ETENTION PIANS. � GFILTER ARA RAIN � "- z -� -�--COMPACTED 3/4"-0 z 2. METAL PARTS OR GALV. _ L & OIL SEP. ELEVATION _ f�_----COMPACTED CRUSHED AGGREGATE BASE fJER PLANS STEEL PIPE HAVE ASPHALT -- ROW O - b TREATMENT 1. A \ DITCH BOTTOM ♦"& -� SHAPE CHANNEL TO MATCH BOTTOM 13 Q LIM M HALF OF PIPE. PIPE SUPPORT I PRECAST_ MANHOLE BASE CHAIN--2000 CAP.- " In SLACK WHEN GATE 1. FILTER FABRIC SHALL BE INSTALLED IN A CONTINUOUS ROLL I SECTION AGA IS DOWN. FASTEN TO AVOID THE USE OF JOINTS. WHERE JOINTS ARE -_ - +' Q O aj PRECAST TIOMANHOLE ---\ t BEECH SLOPE 12:1 CHAIN TO FRAME. ,� NECESSARY, USE TURNED ENDS. -PLA- , O RUBBER WATE.RSTOP - � INLET PIPE 2. POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND SECTION A=A ..� MANHOLE AND INTO �- -_ /� REG'D FOR PVC PIPE OUTLET PIPE - DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 6". GROUT SMOOTH SHAPE CHANNEL TO OUTLET ELEV _ y INLET ELEV DITCH INLET ♦�/U/''�� MATCH BOTTOM HALF OF 171.16 171.16 � 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE O NJ A7 SPRING LINE OF PIPE ;,.,,..,;Yi;,L � ,_� .,,. PIPE. - CLEAN OUT GATE AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM EXTEND CHANNEL U? TO ��.=s'•.•a.. '.s ° ,;'..s<•� :. _ 6" MIN. INVERT ELEVATIONS b i THE BARRIER. TRENCH SHALL FOLLOW THE CONTOUR. 1. DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO CROWN LINE ON 12:1 I LIFT SAIF NO. -�- PER PLANS _ 04 C C -LG, CASCADE c UNDISTURBED GROUND A MIN. OF lr }� BATTER -J+ CULVERT INC. 4. TRENCH SHALL BE BACKFILLED WITH NATIVE MATERIAL. STAKE MAY BE OMITTED IF BAGS ARE PLACED ON .� COMPACTED 3/4--0 CRUSHED 8" GALVANIZED - PAVED SURFACE. �' LO AGGREGATE BASE STEEL PIPE _ ORi , 5. INSPECT AND REPAIR AFTER EACH RAINFALL. INSPECT DAILY 1. INSPECT INLET PROTECTION ON A REGULAR BASIS cr CAST -IN-PLACE MANHOLE BASE _� ORI ICE CE PLATE WITH DURING PROLONGED RAINFALL. BIOBAGS SHALL BE REPLACED ONCE THEY BECOME CLOGGED. NN STANDARD GALV. N 0.225' DIAMETER ORIFICE 6. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE ■ c N SECTION A-A STEEL STEPS 2. REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND NOTES: THIRD THE HEIGHT ABOVE GROUND PORION OF THE FENCE. UNDERCUT-I IN, BENEATH BALES. REPAIRS TO BALES OR 1. CONCRETE SHAL-L BE CLASS 3000 COMMERICAL GRADE. BARRIERS SHALL 8E MADE AS SOON AS POSSIBLE. 70 1. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE L 2. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE 4'-0" FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY L O SN400TH SLOPES AND RADII TO OUTLET PIPE. TO CONFORM WITH THE EXISTING GRADE AND SEEDED. ONE THIRD THE HEIGHT OF THE BARRIER. CU Cn 3. BASES MAY BE PRECAST OR POURED IN PLACE. EXISTING GRADE AND SEEDED. 0 � 4. THIS MANHOLE BASE SECTION SHALL BE USED 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ■■� m FOR PIPE SIZES UP TO 24". $ DETENTION MANHOLE BARR;ER IS NO LONGER REQUIRED SHALL BE DRESSED TO �"' 5. USE RUBBER BOOTS IF PIPE 15 FLEXIBLE. C3 CS SCALE: NONECONFORM WITH THE EXISTING GRADE AND SEEDED. BOOTS MAY BE KOR-N-SEAL OR EQUIVALENT. 3 SEDIMENT FENCE DETAIL 10 MANHOLE BASE SECTION DETAILC3 C5 SCALE: NONE BIO-FILTER FOR TEMPORARY C C3 C5 SCALE. NONE r2 - INLET PROTECTION - C3 C5 SCALE: NONE CONSULTING ENGINEERS INC. i 6660 REDWOOD LANE, SUITE 300 EXISTING DRIVEWAY - PORTUND, OR. 97224 a MATCH WIDTH & GRADEN PH: (503) ?,.20-:1921 FAX- (303) 220-3926 WATERTIGHT �--�---1- O SANITARY A R W LINE � • - ---- II - ppppnn,�, SEE NOTE 4 i " " TAMPERPROOF " • VARIES9��" U ti e t e (2 HOLES MAX STORM a, " SEE NOTE 3 CAST IRON COVER 1��5� AC ._+ N' SEAL SURFACE FOR SANITARY __ _ _ - - AREAS PAVING AREAS OVER JOINT COVERS) - - - SEE 6" WITH TACK 3 --- TACK COAT- _ COAT MATERIAL �--� 24 '-- -�-- 5' MIN 2% SEE NOTE 2 NOTE 3 21 JOINT MIN. & SAND B. WN -A- 24� 1 SIDEWALK AC OR CONCRETE PAVING INTERFACE (AC PATCH - 22" -�� 1 - ----_- - - _ � _� 11'Y' TYPICAL TYPICAL) �10'rl'OR OTHER SURFACING EXPIRES 6/30/04 CAST IRON TAMPERPROOF & WATERTIGHT 61 A -- EXIST PAVING 6' 30' MAX6' p TOPSOIL & LANDSCAPING °UNDISTURBED (FRAMES AVAILABLEN STANDARD OR SUBURBAN PATTERN '� AS INDICATED OR ,B o EXISTING 134" O.D. SST 10' MIN SPECIFIED ELSEWHERE 0 AGGREGATE BASE :�:; •� _„ ___.___ 27" WASHER, 3/32" FLAN '~t'• • I.� Z �-- 25" THICK, 3 REQ'D -CONCRETE PAD REQUIRED PER COVER CIVIL CLASS 3000 CONCRETE -�--- IN PAVED AREAS ONLY AC PAVING -i"--- - ��--- --- AGGREGATE t. FLAT RUBBER WASHER, MECHANICAL PLUG AS a MIN THICKNESS OR N BASE & LEVELING 3 REQUIRED PER COVER 3/4" PECIFIE MATCH EXISTING w COURSE MATERIAL DETAILS PAVING THICKNESS" MATCH EXISTING _ 2% ?• .; 17%" - WHICHEVER IS % AGGREGATE BASE 2 NEOPRENE GASKET, STREET �- .•,�` +'' GREATER > THICKNESS 24 "" OMIT FOR TAMPER-PROOF ' "'-•�� , CAST IRON FRAME - 3� Fry COVER 6. - --- TRENt,H phase CONSTRUCTION 4" MIN -� BACKFILL HEX HEAD SST CAP ' CAST IRON STANDARD N 2" OF AGGREGATE __ - -_ DOCUMENTS APPROX. WT. - 387 LBS.) SCREW, 3 REQUIRED (3/4"-0") COMPACTED ATE; PER COVER SECTION A-A - _ ___ PIPE dSie 02.23.04 3 REQUIRED, 1 1/" PENTAGONAL. _ 6" X 6" 10 GA MASH If- OR HEXAGONAL HEAD, BRONZE OP. CAD. PLATED. SEE NOTE NO. 4 ;',`.: w _ ZONE reVIQSIOo INSTALL FRAME SO THAT ONE BOLT BUSS IS LOCATED w o a - -----PIPEOVER THE MANHOLE I.ADDER. a -0 PIPE C.O.T.- O -410To NOTES: o BEDDING y 04 BOLT--DOWN UETAIL 4" CONCRETE ` --i 2.4%2 �- (FOR TAMPERPROOF AND WATERTIGHT) 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 4. , L s 30� RUBBER GASKET '�-, - _. TRENCH GLUED INTO 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. -MECHANICAL PLUG -- FOUNDATION - CAST IRON SUBURBAN FRAME STABILIZATION AS -FRAME c r�- REQUIRED (APPROX. WT. -- 305 LBS.) 3. EXPANSION & CONTRACTION JOINTS SHALL 8E 1/2" PREMOLDED ASPHALT IMPREGNATED .,...;;;::;�•;;;..:; .,; ,;:;,.� d 6" PIPE 6" WATERTIGHT GASKET DETAIL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. "'" "1J MIN. OUTSIDE MIN. -- - 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. °'°�'""' DIA' NOTA; 1. TAMPERFROOF COVERS REO'D ON SANITARY OR STORM DRAIN CLEANOUT BEDDING 1---4 _ plaje,-t# 102054 MANHOLE WHERE LOCATED IN PEDESTRIAN WAYS OR EASEMENT MIN. AREAS. TAMPERPROOF COVERS FOR SANITARY MANHOLES SHALL HAVE 2 HOLES MAXIMUM. NOT : 2 L TO BETSUBMERGEDIGHT VERS REQUIRED IF LOCATED WHERE COVER MAY __.__ ��•r -- ------- - ---- - BE SAALL ME NAS CARRIER OUT IAPIPE 4 UTILITY TRENCH_ SECTION _ NO SCALE. _ 3. FRAMES AND COVERS SHALL BE STAMPED WITH �. AGUSrw P. OUENAS D -- - C4 C5 SCALE: NONE MANUFACT'IRER'S INITIALS, HEAT NUMBER AND EN 13125 NG DEPARTMENT cry CNIirISR---- STANDARD DWG. NO. POINT Or ORIGIN. ° """` am KAU X10. ----------- i W":4031639-41n"" fttz' -y DRIVEWAY 142 5 CLEANOUT_-- - NAACH 1Y9! C5 CITY 01 TIGARD �� - 1 MANHOLE C 0 V E R & FRAME DETAIL ��„ -- ,PMVAL OAT -- C4 C5 SCALE: NONE Gity �t Tigara Tzr Durham Rd9000 04 000a: 04 00005 PL C3 C5 SCALE: NONE - ------- ---- - - --- ---- approved Plans � � � 6oI s Date __ ` _ #1Rnula7rrlwsn.rr,:a".eA.«„"wa.tM•�m,.*WPu.+raw..•,ur.,"..Ym.,.,.:....,"""n..,..:,•ow,r."or............._..- -wwi.n...�.. 0:1M TTSD-TlprdHS1GA.»P11ASE t SUOAIIITKII'Ht•CNL•OQMW.d+q,AWM 10-58:51 AM NOTICE: IF THE PRINT OR TYPE ON ANY r lir ISI Ili III ISI III I 1 �I 1�1 iii 1 1111 III III III 111 SII III 1 I III 1�1 Jill III 111 111 111 I 1 III 111 III III 1 111 1I1 til 111 IIIII�III iii III 1111111 I1 111 111I I1 � 1 I I I � I I I I4 � � � 6 I � 7 I8 � 9 10 11 12 ) IMAGE IS NOT AS CLEAR AS THIS NOTICE, -----__IJ_____ _1 __1 ---� _� I -._ _-� - �.-__ �_ _� -�._ _✓ 11IS DUE TO THE QUALITY Ot- i HE No u ORIGINAL DOCUMENT ��►� �►1��1 �� ' �►��i�� i�,��►��I��I �►►i��I�I��I�►II��I��i��1�� I 9��L ��g �� 1��IIIi�