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14650 SW 97TH AVENUE-2 OWNER Twality Middle School Additions Remodel 2004 Permit Set Tigard Tualitian SD 23,1 6960 SW Sandburg Street Tigard, Oregon 97223-8039 14650W97th Avenue , Tigard , r 7224 t: (503)4314000 f: (503)4314047 e o 9 PROJECT MANAGER Cornerstone Construction Management 5410 SW Macadam Avenue#250 ------ _ --------- - ----- - - - - ---- _- -- _ Portland, Oregon 97201 t: (503)295 0108 f: (503)2951896 CONTENTS CIVIL ENGINEER ----- - - - JO Consulting Engineers 6650 SW Redwood Lane, Suite 360 Portland, Oregon 97224 CIVIL ARCHITECTURAL FOOD SERVICE STRUCTURAL MECHANICAL PLUMBING ELECTRICAL t: (503)226 3921 f: (503)2263926 C1 EXISTING CONDITIONS ( A0.1 FIRE AREA/CODE PLAN K1.1 KITCHEN S1.0 STRUCTURAL NOTES M2.0 MECHANICAL DEMO PLAN P2.0 PLUMBING DEMO PLAN E1.0 ELECTRICAL SYMBOL LIST LANDSCAPE ARCHITECT C2 DEMOLITION PLAN K1.2 KITCHEN ELECTRICAL ROUGH-INS S1.1 TYPICAL DETAILS M2.1 MECHANICAL PLAN P2.1 PLUMBING FLOOR PLAN E1.1 ELECTRICAL SITE PLAN Atlas Landscape Architecture C3 SITE PLAN A1.0 DEMOLITION FLOOR PLAN K1.3 KITCHEN PLUMBING ROUGH-INS S2.0 FOUNDATION PLAN M2.2 MECHANICAL ROOF PLAN P6.1 PLUMBING DETAILS AND SCHEDULES E1.2 ELECTRICAL PLAN - LOWER FLOOR 320 6th Avenue,Suiie 310 C4 GRADING AND EROSION CONTROL PLAN K1.4 KITCHEN HOOD DETAILS S2.1 ROOF FRAMING PLAN M3.0 MECHANICAL SECTIONS E1.3 ELECTRICAL DEMOLITION - GROUND FLOORPortland, Oregor,97204 ' C5 UTILITY IAN A2.1 ADDITION & REMODEL FLOOR PLAN K1.5 KITCHEN ANSUL SYSTEM S3.1 WALL ELEVATIONS M6.1 MECHANICAL DETAILS E2.1 LIGHTING PLAN - GROUND FLOOR t: (503`i-4 5238 f. (503)224 5239 C6 CIVIL DETAILS A2.10 ROOF PIAN K1.6 KITCHEN WALK-IN DETAILS S4.0 FOUNDATION DETAILS M6.2 MECHANICAL SCHEDULES E2.2 LIGHTING DETAILS ARCHITECT C7 CIVIL DETAILS K1.7 KITCHEN MILL WORK DETAILS S6.0 DETAILS E3.1 POWER PLAN - GROUND FLOOR C8 CIVIL r ':TAILS A3.1 EXTERIOR ELEVATIONS K1.8 KITCHEN STAINLESS DETAILS S6.1 DETAILS E3.2 ELECTRICAL DETAILS Dull Olson Weekes Architects C9 CIVIL DETAILS A3.10 BUILDING SECTIONS E3.3 ONE LINE DIAGRAMS 319 SW Washington Street,Suite 200 r----- A3.20 WALL SECTIONS PANEL SCHEDULES Portland, Oregon 97204 t: (503)226 6950 f: (503)273 9192 - E4.1 SIGNAL PLAN - GROUND FLOOR A4.1 FLOOR FINISH PLAN FOOD SERVICE A4.2 EXTERIOR PAVING PLAN Ray Soucie Associa' LANDSCAPE ENLARGED PLANS/PLAN DETAILS : 2305 SE 50th Avenue-2nd floor r Portland, Oregon 97215 L1.0 PLANTING PLAN A5.1 INTERIOR ELEVATIONS g t: (503)236 8566 f: (503)233 4130 A5.2 INTERIOR ELEVATIONS A5.3 INTERIOR ELEVATIONS STRUCTURAL ENGINEER 3 A6.1 REFLEt^Ti­:D CEILING PLAN Nishkian Dean 319 SW Washington Street,Suite 720 Portland,Oregon 97204 A8.1 FRAME TYPES/DOOR TYPES t: (503)2741843 f: (503)273 5696 I WINDOW& DOOR DETAILS A8.10 ROOF DETAILS/EXTERIOR DETAILS MECHANICAL ENGINEER A9.1 INTERIOR DETAILS MFIA Inc. A9.2 INTERIOR DETAILS 2007 SE Ash Street Portland, Oregon 97214 t: (503)234 0548 f: (503)234 0677 ELECTRICAL ENGINEER MFIA,Inc. 2007 SE Ash Street Portland,Oregon 97214 t: (503)234 0548 f: (503)234 0677 i m / J l N N 0­1"cioscribed In: dp.63� _ - O PLy �o o j--- 1 ); MO S� er ..... t Al zti��� 0 1 t j" - �%'/ N r Ca 51 1 C .0 O ,. � . O 4- FI A __ -_ I VICINITY MAP REG .. .. . ,� �n PERMIT SET DC7; ,12303 I'I '%[2ou3-I111638 CITY OFTIQARO `- 14160 sNN 47'x' .AVE SITE IITILITIES sclic��n I BUILDING DIVISION r�� �I I I 1 �1II�I11.r•: , tc�rto NOTICE: IF THE PRINT OR TYPE ON ANY Jill I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 O IT IS DUE TO THE QUALITY OF THE 4�1II lIIII-IIIII 14 III!II IISIIIII III II11II-I - - J _C ORIGINAL DOCUMENT g L B6 L]6 4Z 6Z slZ �7, [1Z o�Z 8�[ Bit t�[ II����11��111�1�h11I 111�11I1111I1�111�I111IIIIllllllllllllllllll►ulll�lllllllllllllllllllllllilll�lllllllllll IIIIIIIII IIIIIIIII I�IIIII�I IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII I�IIIi ►I�IIII�I II►I�IIII I�III�Iiilllll� u�lll►I�I111ll�llliWlillli�illlllll!ll11 Ili I�Ii�Nl�l NOTES 45c 1. BASIS OF ELEVATIONS: TWO INCH BRASS CAP IN MONUMENT BOY. AT THE 1/4 QUARTER BETWEEN SECTIONS 2 AND 11. WASHINGTON COUNTY STATION DESIGNATION 15 GC 022-047. ELEVATION IS PUBLISHED AS 236.10 FEET AND IS BASED UPON NGVD'29. 2 BASIS OF BEARINGS: THE CENTERLINE OF SW 97TH AVENUE, SHOWN AS NORTH /�� � � "�� `/� r/� ✓ � � °`�...� •- `'T----.__ _ '1�� 01'44'00" EAST ON PLAT OF COUNTY ROAD NO. 1982, WAS USED AS THE BASIS OF ' }`<1 2r2 -5-'% BEARINGS FOR THIS MAP. (�\ r /%'� ✓s%"' J}C �'/ �� ✓ � � `� '' ARCHITECTURE • INTERIORS•PLANNING RECORD EASEMENT INF'OR.CATION, WITHIN THE AFFECTED AREA, IS BASED UPON TITLi= � �� �„• �Qv / f' � / � �� CP 3. REPORT INFORMATION PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY. �•��• V co 4. UTILITY INFORMATION ;S SHOWN BASED UPON A COMBINATION OF SURVEY � �-���, � � �� � ' tQi ,�/ i � ch(« G � � MEASUREMENTS TAKEN TO OBSERVED ABOVE GROUND FEATURES, FIELD MARKINGS CA � �� n / •��' r P,-� �i a r� • •A MADE BY THE UTILITY NOTIFICATION CENTER, AND INFORMATION PROVIDED BY �� y ! f�fy//'J/ ^ ' i `` / \ 2� J Q 1 S_ -� y C.I o TIGARD-TUALATIN SCHOO. DISTRICT. NO WARRANTY IS MADE BY THIS MAP WITH -� �9 A ?i''A REGARDS TO THE ACCURACY OR COMPLETENESS OF THE UTILITY INFORMATION SHOWN. -'` Oa / jJ ` • Q w CD CD INTERESTED PARTIES ARE ADVISED TO VERIFY THE LOCATION OF ALL LTILITIES PRIOR �� y2 �� / ��' J'r "'� �/ ��''e,O +,:� �--'-3 I % (�h' //� ��' �� Y TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. C� S m �: ,,, ,�J „� / ti ` • y w 0 5. 10POGRAPHIC FEATURES SHOWN ON THIS MAP WERE LOCATED USING STANDARD `t W PRECISION TOPOGRAPHIC MOPPING PROCEDURES. THIRD PARTY USERS JF DATA FROM r',,. rr� ��\�' :' . / �1 1f1 / \. cr w rJ �i�'' 1-1 yi G / .r / �c�C� c� a a THIS MAP PROVIDED VIA AUTOCAD DRAWING FILES OR DATA EXCHANGE FILES SHOULD .� ,,, / � f� n � 0) NOT RELY CN ANY AUTOCAD GENERATED INFORMATION WHICH IS BEYOND THE LIMITS °�■ _,. \ - /i' .✓ / _ OF PRECISION OF THIS MAP. THIRD PARTIES USING DATA FROM THIS MAP IN AN �,c•t� � / r = / ' .1 % 1 �' �" �U AUTOCAD FORMAT SHOULD VERIFY ANY ELEMENTS REQUIRING PRECISE LOCATIONS . 012 ' pQ ' "//'" �/ _ / / -`� ` `� O m "' PRIOR TO COMMENCEMENT OF ANY CRITICAL DESIGN OR CONSTRUCTION. CONTACT - '' r �' �Q j �" \ + COMPASS ENGINEERING FOR FURTHLR INFORMATION. FURTHERMORE, COMPASS �-� / ' ✓�� - `' �' ENGINEERING WILL. NOT BE RESPONSIBLE NOR HELD LIABLE FOR ANY DESIGN OR I N .� ,;,u 7 i �U J z \. C� ✓/ �/ . -r T.• / fir. i c1 (j CONSTRUCTION RELATED PROBLEMS THAT ARISE OUT OF THIRD PARTY USAGE OF THIS ;• .S' isv' �i /l-� , ' I ' / Wit! / \ • \ O '` o MAP (IN AUTOCAD OR OTHER FORMAT) FOR ANY PURPOSE OTHER THAN SPECIFICALLY f1ys_ / STATED HEREIN. THIS STATEMENT IS AN OFFICE PART OF THIS MAP. ••r411 _ 6. CONTOUR INTERVAL IS TWO FEET. ���� !'71 �. O v G H- ` o 7. THE PURPOSE OF THIS SURVEY IS TO SHOW SPECIFIC TOPOGRAPHIC INFORMATION FOR �' �' /�•/' ` �-' r� r r/f �2 / THE SUBJECT PROPERTY, AS REQUESTED. ANY QUESTIONS REGARDING LIMITATIONS OF - i-•> 00 THIS SURVEY SHOULD BE DIRECTED TO COMPASS ENGINEERING. -4 (( ' 8. THE BUILDING LINES SHOWN ON THIS MAP ARE BASED UPON FIELD MEASUREMENTS "� % / �+' - / v J rte. t TAKEN BY COMPASS ENGINEERING'S FIELD CREW 10 SPECIFIC BUILDING FEATURES ON t ft \r'_ /f " /• , �} a'•\ /r , -- "t 1• fir. _. .- , / s i EACH BUILDING USING STANDARD PRECISION TOPOGRAPHIC MAPPING PROCEDURES. IN >"' t ,- ,/'�,-•" _ � � ,If MANY CASES, THE DECISION REGARDING WHICH SPECIFIC BUILDING FEATURE TO / / ` �' "'� ��, �-(D LOCATE WAS SUBJECTIVE DUE TO THE COMPLEX NATURE OF THE BUILDING WALL :' �� �t`, '' ���;'_ 00` I s'" J t / • p CONSTRUCTION (FACADES, OVERHANGS, ETC.). BUILDING DIMENSIONS SHOULD BE VERIFIED PRIOR TO COMMENCEMENT OF ANY CRITICAL DESIGN OR CONSTRUCTION RELATED ACTIVITIES TO INSURE THAT RELIABLE DATA HAS BEEN OBTAINED FOR EACH ` C� SPECIFIC USE. it Kms, �T�'� le / �-• / ./ ,l' _/ \••\ / Yom' r 'Y• .+ •.+ / 'l 01 C4 29 Lp �J /" y lJ 4\�}//�� C� -/!!Vi•^.\�~ -Ca `� t� O i'%' ✓% �� _�� r' -- _- _ _ - .��0 Jj.�' _ _, _ �( I .-� ! .- 77 CIO ``�� / / • // /fes ��� -'Y�''y',5"' _•• __ .._ _. '_% �� r. •-�"' _ —' — ... — ___. _ _,., -moi' �� / f !��•C' li ` ` �'\ 'l \ �•` 136 A 7=w 7`�` ('� ! CF) to / z / v111 I - O a�'�'`9�� f"% yo / o !� !�_ \` -�_ _�,/' .%r �.�•%: ,.✓ '/ ,.••' `/ , Q�/..-. ` '" —A _,. ) CVU 'J % .� "Cd A-y—•�1,— O `� +LLQ '� `•r// r A- ' f �- L �� - - - = O�� �S' trite-' �� C�,�t3l1� l -t�.�`t_�, �-�/ ��!yZ \ i \ y Oyu �� _ _ -. ... _-. -- - - rr art ��� C �' C� G7 �:>�p� / /' C� \ r; V I. �-`,- --=, _ ✓f �/ / -o _ -c� -f \ c7 d�4J .{� y /r `� /11 f / - r' va -_._ ' E .01 / i`/ �i'� �• � .�•- —`- .+"._ Q C��1• ��lJ�(�� p U) O'er• (-f i�� 4� -- (�i•- �,�{� ',.F,Li�._ r , �1,• ,f ILJJ !-cp 284 / ? �j'ju- Cu x Cn �// 1�` �� _ .- / __ �_ri '—=='�_` —y — - ___.�.—..___..—. _s•-s-,�, — _ - .--..._.._........_.......r�::� "��r _=•�_.....x:^:..�_�.c.:�..__...._..___._.�-az--�'---`'`�'-___.__�_��_—�:_:.-rc���._:� ''\ ,.�•� ..•+_-� , ' I /" I � I ( 4 , �t�I � � � `�, O I 4W ■® two `t LL_ M/ _ _ f u L, y f�� —;.�\ f�-r,a.; �•, ti\ '4' C�'1..._ A: �.._... - -- - .!'�• I /. . ♦ _ C+�! j�- 1 /\ �I N ,r' 4 • �`Y .__... - . - ...._J�1�- _ ..i. _ __ '� r/ > ,, • �'p •• •• a `V "� �� �\ II Cu C W ! 1 ( c O CY) � E/•1/� ,� ` J T'�� taarrc ,ey ...: �+ \� '• • _ _ �` r .. 1/: • F _ • •. M ' r •• ' �(` j „\.- _ _._..._.-.........._.. ......... _\ I (J I I I '�.� _ G• M+ / y- .• ' •.v `_ , t. •-�L D� V l�„��//p •. ` e • e ..i • r- • s�.. . �•` 1 • , • --, ! (I `` __ _.._. —. / •?+- ,�� ,rte'.— � 1 '- f • y • .` ��`''��`�` �: :�r� � _`'+�-•:.j`�4,���L.�.�:-.:_••..�� -r'�•.,�.,-; �.��» / •�j� I 'Ip -_ CID CA \ r /• '' , O • ,i• •• l' "�• "-'• Qom` •+ •,i......- I ' 1 \ \ ,J C� f ..— 1 Ll ' • .e� ��= ��' - _ _ • e •' `�• •'fly �:� I --•` ice, , Z© WALL:: �� �, =' U -`-__,_.-•:,�— _ - CONSULTING ENGINEERS INC. 8650 -^6 CHAIN �,.L11V FENCE I -PORTI+ND, Err. 97ZZ4 / \ - r.�` t• r • -� -::'•- \ � ~-' � `` _ �`1 REDWOOD LANE, SUfTE 380 PH: (503) 2263921 FAX: (503) 226-3928 `t'\\ k. ..I t '\ � \`\ `:� �:-.."�.1 - �� -rj�, "� ,{ �� .•yam ('� •� U-1 •✓ ` y- \ \ I '� _.�.... ..'' •`, �7 iii'-c� �� �''� © � z C`� �' �c0' ���� t p `` °►• 0 �, �C7, cAcp ;> i ` `\ _ rC)� ` I �=�, �:� O Cp �G�� ������ 02 may, j p O s•�. 'd c" `t3"' TRis'�'P L' ` `'�.� y, / lft --- - _ \ ! �i -`�7 p V "y1 �7 v �O Z'\ 1 / \` •.' �~ C.� 13727 77 ON-------------------- Z ;�G `. .• Y I6,\ -37 �B. WNPQ (; c •L - 7- /- c� �� a i cam? �� ' F� EXPIRLS 6/30/04 QV � -A cy EXISTING 4m CONDITIONS �2.n \ -� 20 T b b'A L I T OD 1 ,\ • Irl O N _2111 MIDDLE SCHOOL 6' -7 0\-- � � r��'-�'� ~� phase Permit Set P c- V -A G `. r I rr Nie �y�`\`'� ����� t' ..s'� \ ���.• �`� date December 19, 2003 ! —A.�2^ \ ,\ I I \\' TJ '37 �: Q �I / • 1 ,,,i..:1=--Jr;:-__�rka�..:5itaL. Y x._...i..._._._.'__ __k- '•'<..` Y ' . ``_ate 2 0-� z©J, ����;` , r�,,•'r^�,� -- revisions- CD • Z may' =� �� � �-_ -�`` -� �N 7 ^� .�✓' <:F_. --- 2 7(:- • • EA zz 111 ()'J (fi -•• Rl'1-�Y �/e� -�' .�.�• �w .,.� _ —_ r project# 03020 \ � �\ti \\+ � �/ ....r _ �✓� �`: �. � 'T' ....._.__ ---- .__.\\may r2, \ � •� Iry �Q.� :•:;. >.;; c� �` - '=�-_ �.� 7.0 Q ?_0' 40 60 ` _ ✓ "� \ � � / '� r' 1 �•_ (per � •-. �: � f- ` -�,` _- •;-�` Z•f F--��r---� i ZZ _•9 .. '�'d�.0_ �. .. '?: I 1'1.\IZ011�-011638 1.11+50 S\\ 97 :\�'E SITE UTILITIES MIhnLF:SCHOOL 20FIO NOTICE IF THE PRINT OR TYPE ON ANS IMAGE IS NOT AS CLEAR AS THIS NOTICE, Il I i I I III III I' I I I I I I III III III III III III IIT X71 III III III I III III III III III III I I I I I I IIII I I III I I I /� DU I II IT IS CUE TO THE QUALITY OF THE _ No H .-- f �' ORIGINAL DOCUMENT � - --- - - _ T --- --- -- -- - - ., L t ID IIII Illllllllllllllilll {III�IIII Illll{lll Illllllll IIII�IIII►IllIlllll�Illllllllllllllllll�llllllllllllilllll I!Illllll IlllllllliTlll IIII Illllllll IIIIIIIII Illllllll!Illllllll IiII�IIIIIIIIIIIIIIIIIIIll1llll111�1:1J111111111ll11Uilill1111111'1ll111111�111 dlillilll / // S �. �� .' /r / y� ' •\ ARCHITECTURE + INTERIORS+ PLANNING U) CIA ku ci Lu .00 Ir �- p N . / p a ?ol o .1000, .00 / /C' � y,/ . r,�f aft / r� -..,•" / r,..-- �i r, •- - �,. /,�• /./ \ (/,w \ to alit 6 1 / ,- _ " ADDITIVE BID ITEM #1 01 a / / ����� �'����•r `/ �-''/�'��' r � _ � ... .� - rte- f,-••r"r - / 1/Y, / ��i- /.�'' / \ .� �%''� � ,� r / �/� '`290 •.- - ^`'-- '� �'' ,o �'/' /y/�/-- �� ✓ - J ._ _ w- - - f// 26' C> 40 r, \ fir) 4-0 00 \ ., t M --`', , __� .\ � l ti CD _ ( ® O '' _..''' ,,��C+-� \� / �/ `N,r "' ,- � '/--' _./`�`'`� _ - -_ - -- -- �l 2 `Il ��}'' /�'`1/..w...�,�.-..._.._ ..__a,. _J.._..��,....�.__I�'.�...�...�-_ •b�C,- --'t.��...`';��-y��� 0�,� I � O co 01 ~'zee— I �(' , 8 „g2. r ADDI�IVE BID ;ITEM C {/- JC0 CD rr•�.-'t''.'.� -��lU- r --__._- / I \ \ 1'`' /;l I /�'/ � '''1 t I �/• -!rJ' , \,�\ �,♦ v / / .F I '♦ // - -..-.tom •" .-` 2 ,./�� �� -�•�--'� \ 4 �-�ty - _ - `i�;ci---- --- --.._ _ .._._ � `,` y'// I I / � } :'� i I � � �'�'1 � \ Cu ICU , / a 6 \\ \�\\ 6 3 -'- --- 2 D-,' I 1 2 3 4W cyj �- 0 M ��-:�a+��.-- _ \ �1-�y.\, - �'1 �•. /•` �,:.r_--«e-,_ � x-:'1pr_ssra r�_,:;^_a� _.. _. _. . _�... _ _ _ _ -"AT- 4 . ' - k�.� _. . .a •• . _"•'--"-'^'-^ - -s /I ..,, 4 � � � � W. V. ' • ,4•/ !`r t e �.. ► .:. •' '► I' •y_ _. ...____ 1 _. _.. _._ ,__ - �\• ( C� ELI Z. 78­ CONSULTING ENGINEERS INC. 6650 REDWOOD LINE, SUITE 380 ._....._. .__.__._..._.._..._ _ w n PORTLAND OR 99224 PH: (503) 226-3921 FAX: (503) 226-3926 _....................... , \ ` \ 1- -� ,.. s pF �\ \ �n ` ( 1, 6 EXPIRES 6/30/04 SITE DEMOLITION NOTES 1 1� SAWCUT PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. EXISTING AC PAVEMENT APPROX. 3" AC OVER 6" BASE ROCK. DEMOLITION ow � \' i 02 SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT CONSTRUCTION ACTIVITIES. PLAN F31 SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION ACTIVITIES. SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT CONSTRUCTION ACTIVITIES. phase Permit Set SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION ACTIVITIES. I � date December 19, 2003 \ © DEMO AND REMOVE EXISTING CURB revisions DEMO AND REMOVE EXISTING TREE [] DEMO AND REMOVE EXISTING LIGHT POLE, SEE ELEC PLANS FOR INFORMATION. ® DEMO AND REMOVE EXISTING CONCRETE r/ I n I— \ ) ® CUT AND REMOVE EXISTING 3" WATER LINE. SEE SHEET C5 FOR CONSTRUCTION INFORMATION. 11 DEMO AND REMOVE EXISTING CATCH BASIN 12 DEMO AND REMOVE CRUSHED SECTIONS OF EXISTING STM PIPE. SEE SHEET C5 FOR CONSTRUCTION INFORMATION. F31 ADDITIVE BID ITEM 14 SEE LANDSCAPE PLANS FOR CONSTRUCTION/DEMOLITION INFORMATION. —project P 103020 \\ i /�/ , I ,�` 1�]5 DEMO AND REMOVE EXISTING STORM S' WER LINES. SEE UTILITY PIAN (SHEET C5) FOR CONSTRUCTION INFORMATION, { / ` 1E SALVAGE AND RELOCATE EXISTING "BUSES ONLY" SIGN / \\ \ / ►'�""'"`-'-- Ell SALVAGE AND REMOVE EXISTING MEMORIAL MONUMENTS. DELIV�K 1`0 SCHOOL DISTRICT (OWNER). 2F F9�� 4O --60 lC 2 I rj�- --- = I'1.\1?II(13-I1116iR 146511 SN\ 97 %\'E SITE UTILITII'S I•WALITY MIDDLE SCHOOL loll() NOTICE. IF THE PRINT OR TYPE ON ANYio IMAGE IS NOT AS CLEAR AS THIS NOTICE, (j g _ IIT IS DUE TO THE QUALITY OF THE _ — —_ -_ -1 -- _ _L . 9[ _ + _ __. 12 ,Ce h ORIGINAL DOCUMENT- � � `- -__.. -_ �_ , � r — ItiII1IIIIIIIII�IIIfIIIiI�NN Nll�llllllill�llil rlll�illl Illi�lill Ilil�lll{ IIII Iilllllll�l(ll IIII�II)I III(�IIIlillll�lllllllll�llll lI!I�1lIIIIIII�IIlI11�1lI�IIIIIIIII�III! II!I�lII! Illl�llll11111�1111�1111�1111�1111�11��l�lllllll��lll � ��� II t8 � � �l.11llllll� ill lH�l ) I 4.005.00 4.00 5.00 - 4 001 15.00 ---- -- --30.QU ---- 4.01-15.00 4.UU 5.00 4.00 - S.OQ 4.00 TC284.30 --- 4.00 -- 5.00 G283.80 5.00 5 75 - 5.()0 - k2 .2S / - 5.00 I ARCHITECTURE•INTERIORS•PLANNING Ira- 0 5.00 10.78 I 3.53-5.00 4.24 1.90 - 4.50 1 5.005.00 3 87 5.92 �- 500 - - p/s/D ,,>, 3.92 3.75 5.85 281 `'0 282.40 �8 .4- / 3.85 5.00 5.00 '% 2F3 � / -- 5.50 - 5.00 5.00 3 \k, _ E i -� i _ ca F,, �FF[282.4 / 4.00 5.00 N N FFE282.4E, 5.00 4.254 I ' 2.75 - 5,00 - USEE ARCHITECTURAL PLANS FOR / / _ .� - - / •\ , ,• `'\ Y b STAINED CONCRETE SPECIFICATIONS - __ __ __ / ° i Lu z 4.5 5.00 i / _ v ••".� Lu f 5.00 7.17 I `� i v 5.00 Z b� ,n TC282.50 TC282.25 � 282.4 IVO////, / �h: \ , ` _ N I_ G282.00 G28, 55 7.00 .x:45 ✓ / o " m z TC281_66 SIDEWALK SCORING DETAIL --- / � \<� 1_ cn G 281.66 SCALE: 1"=10' -- ���' \ ' o o f..0 . 0 b z v p M SEE ARCHITECTURAL PL),,NS FOR 3 STAINED CONCRETE SPECIFICATIONS / \ \ 8.50 / d d.00 / / C 6v 8 50' >00 \ i .:. R3.00'.. . Z-i .�R3.00' • ' i - - ` .01 � 105.57' 28.00' R3.00 83.00' '•\ R15.00'_ 7.04' �$0 281.1 � `iii4V* 8.50 4*4 - TC281.50 � 6.00 ��- i'.-'% 1 _ .` ADDITIVE BID ITEM 1 / 2,•4s' ss.00' s.sa' G281 A0 �'�-' i'� a � 1. � 1 / I � �` •\ . e 1 / 4 �■ � c') c14 ��/ .� r✓' 63.51' / 9.00 Lj / j .��' \ t yY o _� f' - / Y 1 fl cn r�: 9.00' \'',\ .._. o .ol1 i /'�` - /"� ® c 15.51' 9\0 - 0 23.12' ✓"� Z3 CIOii% / `�_r-' 1 d►ygy fl 3• 3 O /� `, `, \i, �`\' �t \ ,,✓'o ;\ o i cl) '0 _ 3.00 J 23.12' R3.00 6 \ - � .- ~�-- 19.50' / I i 3.00' ywMP`�III s�^ �\ ♦ �� 51.00 ,\ �r j 21 c /- I 6.88' 1 J! l ❑ fi 1 8 �\/ //" � ❑ W. 21.7`5' r I \� 9.0 ` 0 LJ I \ � ADDITIVE 181D 'ITEM #1 • � i pM R11 00 8 12.28• % / r r 1� �_.�� I I ! / % zl 00.00 © i / 1 i I I �r- -- -- "I '�19+ TZ3Q 0(l / / 1 R3.00 I �� ■�� to O . . �i „� 1 9 r 9 i t I I I Icu cn R� 2 4.00' .,✓' / .47_' -R100��90 � _ ❑ a- T 1 d 23 98� � J �' 1 ..L 1.28 a •.11.28 70.19' 1" 2 9 17.2 1 -T 7 - :• ' • • 1 2 3 _ � ❑ 1 3 92.50 •I{7] -R700.00'1 1,•;.`,__,'.. ..-T SEE ARCH PLANS FOR 1 / C� ° BIKE RACK INFORMATION i 1 i � d Z .ate •'ams[::cm:-..-rsr•ecrareaoAaness� ��:. • -07 �)® \` 12.50* , ° + y per. d • . �' - - -- -'___ _ ._:._..__ \.\ , , , .a J� d" r • ° j�^�` ^�...... .._ C ENGINEERS INC. , '• 4 a d , • CONSULTING D LANE. SUITE 360 1 = �. . •• ] • ' a' • • ' - d - - ° ] •:I PORTLAND. OR. 97224 '•.` I �. '•• •d: , • -:•�, �`) • �.,.�. - .'-1 'll I I � I PH: (503) 228-3921 FAX: (503) 228-3928 ✓ _ .._ _-_- .. .l 56.00 .1 + d �r � • o d 1 3 r 1 • O• • 6 ` � " .• ', • • + 'y .p�. ..� _.L= .- a _=a::v::;a.va:• .--.__...--.__. \ I i f -- 19.87 -- 24.03 1❑7 =- - -`- T_- •--. _.. .�: 35.0 k. 5 Q ll/ :� I..1.41 _ ff _ 1 `. r (y-1 • •a •I• �Q O� 1 ,//--- � f -�.., ,..., _ '"i A �'l. ) .n• I • 1 727 p t G i / 4.21 \ R K 3 { 54.00' >3 � '�� i'`1 ..\ � +L9 ��Y Is.�e�P�•a B- WH 8 .:0 �'� _ SITE CONSTRUCTION NOTES :•::::__.. 1 8.50 19 Q _' -- EXPIRES 6/34/04 8.00' ® -"1 600' ` _ - --�- 1❑ SAWCUT PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING �.'f/ `• I V \, -- { - Td PAVEMENT WITHIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. R3.00' • .77-7 U7 �E [2 SAVE ANG PROTECT EXISTING ASPHALT THROUGHOUT 7` -- r CONSTRUCTION ACTIVITIES. ' � •-1 22.86 � 6 a . l SITE `\\ 3 ktloo' I [] SAVE AND PROTECT EXISTING CURB THROUGHOUT CONSTRUCTION ,I� I _gin _ - r .5.96' -_ �:"= -_� ACTIVITIES. PLAN �[4] 8.4 - 1 ® SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT Cl - o- T _I .. CONSTRUCTION ACTIVITIES. 1 ❑ ❑5 CONSTRUCT ASPHALT SPEED HUMP COMPLETE WITH CHEVRON- 7 phase Permit Set \11'K.\ �, ! • j MARKINGS AND "HUMP" STENCIL. C3 C7 I ..• i @C3 date December 19, 2003 7 1 �- © CONSTRUCT STANDARD CURB --- CONSTRUCT STANDARD SIDEWALK-- C3 C7 6 �\ \ I j CONSTRUCT STANDARD ASPHALT SECTION --- C3 C7 / / T _ •` I ❑ CONSTRUCT HEAVY ASPHALT SECTION--- C5C7 `, \ \• , I- 10 CONSTRUCT ADA PARKING STALL----- 2 C3 C1 INSTALL ADA SIGN (TYPICAL)--- ------ 3-- C3 C7 \ \ 1\ ! [3] CONT TRUCT ADA RAMP---- -- ----MC7 \ ` 14 INSTALL 3" WHITE PAVEMENT MARKINGS (TYPICAL) '; r \\ '`'�:: .'4:=. "t:;.; -`;.. -'-7---•-•--".-�-;,_-. ` - 'I 15 INSTALL PRE-CAST CONCRETE CURB STOP--- OC4C77 __._� 6 project# 0302E \ \ 15 CONSTRUCT KEYSTONE RETAINING WALL - C3 C6 I r-Y 17 SEE ARCHITECTURAL. PLANS FOR BUILDING CONSTRUCTION INFORMATION 18 SEE LANDSCAPE PLANS FOR CONSTRUCTION INFORMATION \ \ I 19 Sct ELECTRICAL PLANS FOR LIGHT POLE INFORMATION ' ' C 3 �-� 20 0 _ 20 40 6G RELOCATED FLAGPOLE. SEE ARCHITECTURAL PLA'\IS FOR \ \ I CONSTRUCTION INFORMATION. jol M2003-00638�. rr•--T---- ,:--i << SNV 97 1': SITE lIT1LIT1E5 III 146• ' 40 10 _.� "TWi\LITI' 1111111 1 SCiI(�nl_ NOTICE. IF THE PRINT OR TYPE ON ANY f III(I(I III III I i I III I I I I III III III I�I I I I III III III III III I I I I I I I I III III III I I III III I II I I I III III III III III III I I III III III I I iE11111111111111i 1 1I111 �IMAGE IS NOT AS CLEAR AS THIS NOTICE, I14 �1 - b- , 'L - 8 U 1 I I �J /` �D p�OC, S IT IS DUE TO THE QUALITY OF THE _ Nam e.�- Lu.n...aa......wlal ORIGINAL DOCUMENT (( � � ii '+ � � f7l 1111 III�Hllllllllllll�lllllllllllll llllllllllll.11llllUl�llll'111III IUIIl111ll�llllIIIIIIIIIIIIIIIIII�IIII�IIIIIIIIIIIII�IIII�IIIIIII!IIIIIIIItIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIILIIIIIIIIIII�IW� illlllllllllll 111 �l!1! 16 IIIN11 0 0 rn M EXISTING GRC•UND ALOIIG BACK OF WALL Ilia 292 --- -DQ------------_._... •-___ �------ ---- -- - -- - -- __ _ -------- _._..----------- -I-- __ N r 0 o ARCHITECTURE +INTERIORS*PLANNING 290 I ----- - --.• -._._. __._...0-- - - _._ __ ._ -.o -.. - 1____._ _ _ -_ _ _--- ---- - - .�_._ _ _-- c.-4 _r - 00 I'n 00 288 -- _ . _- _ ,- 00 __ . 1 , T N - _ - - -- _ t!1 N u 286 __ - ------ ---------- --- - - - - . �_ _!r o_ 1 3 P. UJI O ;. 284 i____-+-----..__. - ---- W a l WA . � r' "Y • 282 L_.__�..__--__.___---_-___-._--_ - / q, 280 r�' - -_�- _ �._-.._ �_ -._.__.- _ _^__^-_ _ I __ f S Ir 0 •/'"' -1001, _t_.-..__,-. _...___._._..._..._-._._..__ _..._..._.._.....».,. ..._..._....__...__ .._. / / / . � / � .• W too 278 - __-_-. .---- --------__-__ -_�--- ---- --------_•._-�_____.._---- _----- _ �_ �� �_--- I ,`.-/ l,.:li l C� ` J v o �; I ► r h v, C4 C4 o I r� � col ui ui{ I �i �, - / I ° aol m m oo co; NI N N` N NI NI NI / ! /r $ v n v 1+00 1+50 2+00 2+50 / // �'/ -- - - "5 4 G294.80 G292.2.`I b KEYSTONE WALL PROFILE f G295.7a .` ./ ` MATCH I 3.75 SCALE: H 1"=20' EXISTING -296- •- \ `\ / 5% ,. �,1�,, �✓. 1,c ' �,) ° T 0.75 1 � � � .• .rte' _ _ 7.�2 U / G290.25 / G291.70 t / .. R290.25 \ 2.9�� MATCH / / _ �, EXISTING T 293 / T 70 1 I �.•. .�• �. , ,-•/".r __. ♦� Q292.53(±) ,,(_•, � qA MATCH IN �� `' `✓ TEMPORARY BENCHMARK - TC ♦♦ XISTING 3% - / i G292.50 If r y EX -SAN MH RIM:298.59 -292- 29- 7 - ! `mac �/ - �• ADDITIVE BID ITEM #1 2�'` Ia 2s2_--�/ 291 4I -,(_'1 % ��,, r\ o "Vat 4 co - L 29 -290 CN 29 i�--'_ + i ' P" c IN cn •'� ts, � ; - - -- _ _ - _ _ r- _ 2 Q 298 \ C f �r �, TC28 .10 O �''" � '' �_- G288.00 2138- ;. , / I `- '� \ ` \ X01 G284.EO -p % to to cu 288 NIN .0 TeZB4. U) -��/' /� S� / / _ __ .r _ --._ ♦ 1\ ti4i /moo _ - - . G284.00 �',s / / !' ,•'� -_ '�.t / ~ EXISTING \ Q ♦ W C/� -240- T 6. � 'fid 1 \ INSTALL EROSION CONTROL �` s> f \ /� DETE-1417 1V POND MATCH ♦ \ / ♦ V. _ R286.00 ,7 ( ` i 'I►\ _ /_ ! -- - - - - - = G286.00 _ �,. , _ 3 STABILIZATION SEEDING OR \ • � -F-� . . TEMPORARY BENS %- Ex SA�d'MH �Ir/(290,3Fi ;� � '� T:2R2. -TW235.r _ - : r - _-- -_ EXISTIN / R2^6 ;! _ ` \\ Q - / G282 29 TC282. cu IN cz) - � o _ v TC282.80 TW287.00 p t J ADDI VE BID ITEA� -� \ T 79.10 = G278.60 T 281;.54 a, G._82.30 TC 8 .29 / J� / O A �O c-: !" �� i ,1., `� r TW 88.00 w : 2+00 A v -�/ `tip-/ .J I f I \\ \ I �` t-- > G288.00 -/ 0� o T .79 G281.79 _ - /� i / i ♦ \ I� ■0 cfl � pp t oa m m m m 29 \\ ■� �� M G282 '' � ,k l r" TC2_ 59cn `al 2.5� 12.5% 12.5% til m 98.G8 �! I' ■� 1.8� LO - - _ r II __. I ",. /�'b_� �"D I� 11 I1.8% I+. I - / '7lr TC282-21 / ! Cry no j3� I� m G281.71 /`;,, i / . Q I I rr ! I ! I I TC27, 4 I I \ 'tiV c N •,r .. 1 _ Z 2°%/ C9/ 3.2% m / I I ' G278.10 t I I \ 8 C 7.50 � _ � T ,d I _ C28 I Z I G287.00 / . _-,f-- �. f• 0284. �L I I TC2 - - -- TC2 - - - - - - - 1 �. 13.5To - -- - _L_ _ _- _ �` - - - - - - =�i6'" ` v ��� //, I I I MATCH >t t )C'S" �. C. ti -� .., , L.� _... - EXI9T NG �.. / ._n- G253 0 R281 "/1 R281.71 / ( � - -. - 1 / 3 / ^��'- r 4)�' y C - 1 IT- - ` - TC282.2 / �'J�y ;4 -2.4% 2.4% I T 2.81.96 1 - 1 I I / Q G281.79 ( G281.76 3 1 _ TC�8886� TC282.29 ` ! 2.4�� , ai �Cv- ) • R281.33 _� -C G281.86- --- - -_ 3.5%1} T 282.29 1% - --- r - ' 11% •I G281.79 TC282.22 I TC281.91 \ G'286.29 / cam r� , `-= v�- _�- ;�'I I r` - __-- ( i" 1%I FFE "' _. ._. _ FIFE I ,�TC282.29 G281 72 I (G281.71) 282.46 282.4 - -- -----1 G281.84 ✓ / '� _.--_L- 1 !' I - .. . - :.::.: -.a - -T ti4 Vw _ /«+'r.�..-..�s.�i-'w-.m� •y d , d • d • 4• .e is•... .. -� _7' 1 , _ - •-1-- - •-w1----t I•-`_ _- _ - ._.a.- •r,`:."- •;-�!' '•.. y a -4+„ •. .LLMM��CC_v 1,- -ll _ ) i - ;r• • i . ry d •- e~ _ • ' _" ___�_.. I CONSULTING ENGINEERS INC. TC' 2.5Q = 3 1 ,.'e �� $ r a d s ! •e • .a .,' ! ) '� �Q ; ''� I / 6850 REDWOOD LANE, SUITE 360 PORTLAND, OF.. 87224 // G285.07 82.00 rz ' I TC282.25 q • +•• r•y a �I -r r' PH: (503) 226-3921 FAX: (503) 226-3926 G281.75 • ` , �'. �`;, .I . �) i IN ti� It ' 3 r l~ Cw -.___ ._ .-_.-- -. _ n • et•. 1 , C ► '" 13 27 pP y RE (281.75 281 T 81.37 `v: ( J i / T")" G280.37 EXPIRES 6 30/04 Ili G280.f5- • I I xll r 280 X _ GRADING AND \ 279.81 I I i TC278. `YLn EROSION 1 278 77.55 ��,-�- ;�'- CONTROL PLAN NN 2 _ i U ��_ -- I ; _GRADING NOTES EROSION CONTROL NOTES_ TC277.40 ') P76-i 1 -~` \ 1Q THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE TOWARD ALL 1 2 phase Permit Set J I 1276 -- _ __\_` EXISTING STORMWATER FEATURES. iQ INSTALL INLET PROTECTION (TYPICAL) ' C4 C6 C4 C6 7 \ - xl (R276.90) i =, ,` 3 date December 19 2003 �~ lJ THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAIJE AWAY FROM Q2 INSTALL SEDIMENT FENCE (TYPICAL) - C4 C6 TC275.47 ! BUILDING. _ 4 (R274.97) Q3 CONSTRUCT E310-BAC CHECK DAM (TYPICAL)-- C4 C6 revisions ` \ 11 TIE INTO EXISTING AND MATCH EXISTING GRADES. 5 •',� s I ® CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE (TYPICAL)- / �. C4 C6 EROSION CONTROL NOTE i \ �� , `' • s THE PROFUSED EROSION CONTROL MEASURES ARE A MINIMUM BEST MANACF MFNT PRACTICE. THE CONTRACTOR MAY BE REQUIRED TO TAKE \ ) \. \` -►a• r `- � .� ^* ADDI-iICNAL IPOSION CONTROL MEASURES TO ENSURE THAT NO �` 1• SEDIMENT LADEN WATER EXITS THE SITE OR ENTERS THE EXISTING \, IN /J STORMWATER SYSTLM-. THE CONTRACTOR MAY ALSO cst DIRECTED THE project# 03020 CITY ENGINEER, CITY INSPECTOR, OR PROJECT ENGIP'r.ER TO CONTROL f r-M DUST AND AIRBORNE EROSION. Kk \ I C 4 20' 0 20' 40' 60' II,NI2un1-00638 ��_ - ---- -_f-- - =� 1•ih511 Sw 97111 AVE SITE UTILITIES I tt;\LI T1 \1lDULE ST'IIOOL .111 IiI NOTICE: IF THE PRINT OR TYPEONPNY �(rlir III 1111111 III III I i III III III i r IIT �ilT�rT(T?Irr I�I Ijl r 1 1JI I�I 111 iil1il I�l III'I I III lii IiI ill I�I l I III f 1 ll[ 1�1 I I T�i 111 IIT111 III Ill lIt I I I - I �� I I I � l l 1 r 1 I 1 I ( I I I I ( I I f IMAGE IS NOT AS CLEAR AS THIS NOTICE, L--I-- 11 ---I- - I ! I ��.I I 5� _- �_ _--! I -- -1- � � I i I �� II b /� IT IS DUE TO THE Ql '\CITY OF THE No 36 �• .. t w...i..., ORIGINAL DC ;L'MENT B Z 8L LL BL Z iL EL LIG ' Q t it FT I LI T t t ST Lt it �i 8 A L 9 2 is 8 L moue ilii i iiii ilii iiiiliiii iiiilii�i �iiil►iii u��liui iiiif�iii iuiliiii�iiii iiu►iiiiliiiiililuuIlllliul illllllill!Illlllil l��lll�ll IIIIIIW liul lulll,� u> 1I «<l IIII►NII le-1 / -�r�/i� / �� �. / \ w ARCHITECTURE INTERIORS PLANNING--PAINTED SIGN WITH 4" WHITE LETTERS ON RED BACKGROUND 0000, rt: Lu Cp W ALUMINUM PLATE PAINTED SIGN ��i r �.•''�" / / // \ o W/4- WHITE LETTERS ON RED BACKGROUND U. UJI V-11 .000, Lu 1000, Cr r 2" oe --- X Z FDC 2" 06 as DG "° % \� N 4" Iv, 0001, 0 IUL MAIN BL 2- .1e ,<� / �V 0 OZ r F • Cn 2 DC SIGNAGE Cq C5 C5 NTS11 _j M G FDC SIGNAGE 11. cl f �cl NTS 1`10 .000, 4 1 f* 10 ADDITIVE BID ITEM #1 r7 22 .ol lol INSTALL (2) ELECTRICAL NDUIT T T (l)-POWER TO SUMP MP oow (l)-MON11-ORINrR FOR TAMPER-,,SW TCHIES ELECT AL PLAN 6R_CON�TRU�;;WWIIN�P A4--SEE E�L SJ_ �ATiON % to x 0C 40 C') 04 V 04 25 101, CAM loo rU ICY) a) 20 ❑ 16 0 19 0 18 -2 0 7V 1 ADDIJIVE BID I TE� #1 NEW ELECTRICAL CONDUIT-\ SEE ELEC PLANS // I f U) 40 to ' i J 7 8 9 10 / / / I I� I \ -ice 2) 3 .JA -A C= Z KA Cc C:) ---TIE INTO EXISTING (n CD 00- 1 I = 14 SEE C PLANS 2 NEW ELECTRIltL << .000-1� 6 LE CONDUIT 15.37 6" CONIC STORM PIPE =3 C:) - ----- APPROX. IE:276.00 6 5F7 _Fj I I C/) -� I--- CONTRACTOR TO VERRY IE >0000, < 0 CD PRIOR TO CONSTRUCTION 0. CD 4mJ-W.1 M ce) 4 • 13 23 13 LO L* _j A Lq cc Cu Cc) TN�Z`YNC:: < 3: 0 'd 24 ........... L Z_ EXISTING FOUNDATION DRAIN NEW ELECTRICAL CONDUIT SEE ELEC PLANS 13 4. CONSULTING ENGINEERS INC. 3850 REDWOOD LANE, SUITE 380 4• - - .�:_-_--� • .` �;�---��� PORTLAND. OR. 9(224 PH: )03) 226-3921 FAM (503) 226-3926 % N_ STORM SEWER NOTES INSTALL 25LF OF 8" PVC STM S=.010 (MIN) 13 INSTALL 8" PVC STM 5=.020 (MIN) /� cl M ',� 7 TIE INTO EXISTING 6" CONC STM LINE FOR ROOF DRAIN APPROX IE: 273.25(±) SEE MECH PLANS FOR BLDG CONNECTION. 1 27 jv *CONTRACTOR TO VERIFY DEPTH OF EXISTING STM LINE I PRIOR TO CONSTRUCTION AND ORDERING MATERIALS 14 INSTALL 133LF OF 8- PVC SlM S=.010 (MIN) (-7- r2 APPROX IE: 276.rjO(±) ✓ 0�. 2) CONSTRUCT STANDARD 48"o STM MH- *CONTRACTOR TO VERIFY DEPTH 4, �-16.Nq 01- RIM:280.25 CS C8 OF EXISTING STIA LINE PRIOR a w :1 - N I TO CONSTRUCTION;L-_.-- - . - I .. ­­-_ -I................. IE IN(8"NW):275.20 EXPIRES 6/30/04 - IE OUT(6"SE):275.00 15 CONSTRUCT STM FLOW CONTROL MANHOLE WATER NOTES *CONTRACTOR TO VERIFY DEPTH OF EXISTING STM LINE RIM:286.50 PRIOR TO CONSTRUCTION AND ORDERING MATERIALS r2 5 OVERFLOW:285.00 O HOT TAP EXISTING 6"Cl WATER LINE IE:283.00 INSTALL 79LF OF 8" PVC STM S=.050 INSTALL 6"X6"X6-TAPPING SLEEVE W/6- GATE VALVE �11�vl ,` \ ' (D3 SUMP:281.00 2AND THRUST BLOCK PER CITY OF TIGARD INSTALL STM COI CONSTRUCTION STANDARDS RIM:277.20 282.35 16 C5 C8 OPOND UTILITY IE: INSTALL 15[f 8" PVC STM S=.010 (MIN) INSTALL 4" DDC VALVE COMPLETE WITH VAULT NC5 POND DAYLIGHT IE:283.00 CONSTRUCT FDC ASSEMBLY. COMPLETE NTH APPROVED PLAN INSTALL 189LF OF 8" PVC STM S=0/ / \\' \ i .010 (MIN) D17 INSTALL 27LF OF 8** PVC STM S=.010 (MIN) SIGNAGE NOTING "CAFETERIA ONLY" (D INSTALL CB B1 9C5 C5 RIM:282.25 TYPICAL CD INSIALL CB B8 (WO CB) OCUT AND RE-ROUTE EXISTING 3" DOMESTIC WATER phase Permit Set IE:280.75 RIM:286.00(±) VC, SERVICE. PROVIDE NEW PIPE MATERIALS AND FITTINGS IE:283.70 AS SPECIFIED. CONNECT TO EXISTING 3" WATER LINE AT date December 19, 2003 (D7 INSTALL CB B2 EACH END. RIM:281.80 19 INSTALL 18LF OF 6" DI STM S=.020 (MIN) IE:280.30 <S> SAVE AND PROTECT EXISTING FDC FOR MAIN BLDG. THE revisions INSTALL CB B9 CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED INSTALL CB B.3 RIM:286.00 r2 RIM:281.71 IE:284.50 SIGNAGE NOTING "MAIN BUILDING". C5 C5 IE:280.21 INSTALL 6" FIRE LINE. SEE MECH PLANS FOR BLDG INSTALL CB B4 INSTALL 100LF OF 8- PVC STM S=.020 (MIN.) CONNECTION. RIM:281.71 D22 INSTALL CB B10 (WO CB) IE:280.21 RIM:290.25 aC5 �9) (1 O INSTALL CB 135 IE:287.95 RIM:281.79 (2D3 FOUN )ATION DRAINN --------- 10 TYPICAL IE:280.29 INSTALL 125LF OF 6" STM S=.0C5 CB CS C8 10 WITH BACKWATER VALVE. CONNECT TO INSTALL CB 86 EXISTING FOUNDATION DRAIN. N\ \, \\ RIM:281.33 020 IE:279.83 (2 D4 FOUNDATION DRAIN TYPICAL 10 1project# 03 / / �`\ \ \\ / �•, li INSTALL. 111OLF OF 6" STM S=.010 VC, Z 1 NTH BACKWATER VALVE. CONNECT TO oe N REPLACE CRUSHED SECTION EXISTING FOUNDATION DRAIN. OF STM PIPE DEMO EXISTING CB \\ \` , !! INSTALL CB 67 D25 G12 INSTALL CULVERT DAYLIGHT---- C5 C8 RIM: MATCH EXISTING 280.81(±) IE:283.00 IE: TIE 6* DI INTO EXISTING STM LINE 2 0' 0 20' 40+C2 D6 INSTALL 84LF 6" PVC STM 5=.010 (MIN) 6 0' C 5 14051)',\N ')7 111 AVE SITE UTILITIES \1 ErY NIH11111-F SCHOOL 60plo "NOTICE. IF THE PRINT OR'YPE ON ANY I I III III III III II I_I_I I III I1111111 l 111'1_I_II II_I IMAGE IS NOT AS CLEAN AS THIS NOTICE, 1 ��1 -_-14 6 0 LOU r - I - ;1 4 8 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT- 9 16 29 1 211 j I'll )1 11 g I GENERAL SITE NOTES_ EROSION CONTROL 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR 1. ALL EROSION, SEDIMENT, AND POLLUTION CONTROL PLAN (ESPCP) - CATCH BASIN - ` CRATE � ---PAVING TO THE COMMENCEMENT Of" WORK AND REPORT ANY DISCREPANCIES TO MEASURES SHALL BE INSTALLED PER THE CITY OF TIGARD CONSTRUCTION __ ARCHITECTURE +INTERIORS+PLANNING THE OWNER'S REPRESENTATIVE. CONTRACTOR IS RESPONS19LE FOR STINDARDS. � VISITING THE SITE AND BECOMING FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING. 2. TEMPORARY ESPCP MEASURES SHALL BE INSTALLED, INSPECTED, AND APPROVED BY A CITY 1NSPE(;TOR BEFORE STARTING GROUND 2, CONTRACTOR IS RESPONSIBLE FOP CONFIRMING THAI NEW FEATURES DISTURBING ACTIVITIES. TIE INTO EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DS GN ELEVATIONS FOR NEW 3. FSPCP MEASURES SHALL NOT BE REMOVED UNTIL PERMANENT T N N CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES LANDSCAPING HAS BEEN INSTALLED AND FINAL INSPECTION uj HAS BEEN :% FROM EXISTING TIE IN F-LINTS. REPOF DISCREPANCIES TO OWNER'S REQUESTED AND APPROJED BY A CITY INSPECTOR. - OVERFLOW w ° SLAT r o _ REPRESENTATIVE PRIOR TO ^ONSTRUCTION. �, - - - - CATCH BASIN 4. INSPECTIONS MAY BE REQUESTED BY TELEPHONING THE INSPECTION z 3. IN AREAS WHERE ASPHALT PAVING IS BEING REWORKED, PROVIDE NEW REQUEST NUMBER 823-7000 ONE DAY PRIOR TO THE TIME OF INSPECTION. FILTER CATCH BASIN - -- w n _ � PAINT STRIPING FOR ALL REVISED PAVING WORK AND PARKING STALLS. - ----- w ~ k EXISTING STRIPING TO BE BLAC'-,ENED OUT IN RECONFIGURED AREAS AS 5. APPROVAL OF THIS ESPCP PLAN DOES NOT CONSTITUTE APPROVAL OF ., REQUIRED. PERMANENT OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION Of ROADS, AR �RAIN a BAG � g BIOFILTER STANDARD FILTER BAG p�TA� PIPES, ESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) BAG NOTES: Z n 4. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY _ Ftow 1. THIS FILTER TYPE SHALL BE USED IN CATCH BASINS IN ALL PAVED AREAS. O INSPECTOR(S). CONTRACTOR SHALL NOTIFY CITY INSPECTORS) 48 6. THE IMPLEMENTATION Of THIS ESPCP AND THE CONSTRUCTION, HOURS PRIOR TO START OF CONSTRUCTION. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESPCP A A DITCH BOTTOM 2. THE CONTRACTOR SHALL INSPECT THE FILTERWEEKLY AND DAILY DURING Z y FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR - PERIODS OF FREQUENT RAIN. J C: 5. DURING CONSTRUCTIIN, THE CONTRACTOR AND/OR SUBCONTRACTORS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND - O tl z SHALL HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND VEGETATION/LANDSCAPING IS ESTABLISHED. O 3. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT = SPECIFICATIONS ON THE JOB CITE AT ALL TIMES. , REMAINS ON SITE. -1 a 7. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 3 N 6. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR ]HE DURATION OF ELA4. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF J 3 SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE N FULL 0 MATERIAL. ALL DAMAC` CAUSED BY THE CONTRACTOR SHALL BE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE SECTION A o m RESTORED TO AN "AS LJOD OR BETTER" CONDITION. PROJECT. DITCH INLET 5. FILTER SHALL BE FOSS ENVIRONMENTAL_ SERVICES "STREAMGUARD TYPE II-S CBF' OR EQUIVALENT. 8. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED DEMOLITION NOTES AS NEEDED FOR UNFXPE�TED STORM EVENTS AND TO ENSURE THAT 1. DRIVE STAKES Fi_USH WITH TOP OF BAG AND INTO -- SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. UNDISTURBED GROUND A MIN. OF 12" 1 INLET PROTECTION 1. DEMOLITION REQUIREMENTS ARE NOT SHOWN ON THESE DR„r'IINGS. STAKE MAY BE OMITTED IF BAGS ARE PLACED ON -- - --- CONTRACTO't IS RESPONSIBLE FOR ESTABLISHING SCOPE OF 9. THE ESPCP FACILITIES SHALL HE INSPECTED DAILY BETWEEN OCTOBER PAVED SURFACE. C4 C6 SCALE: NONE DEMOLITION WORK FROM OWNER AND FOR EXAMINATION OF EXISTING 1 AND APRIL 30 BY THE APPLICANT/CONTWC^TOR AND MAINTAINED AS 1. INSPECT INLET PROTECTION ON A REGULAR BASIS SITE CONDITIONS. CONTRACTOR SHALL SUBMIT A DEMOLITION ''UN NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ALLBIOBAGS SHALL BE REPLACED ONCE THEY BECOME CLOGGED. PRIOR TO CONSTRUCTICN OUTLINING ITEMS TO BE REMOVED. INSPECTIONS SHALL BE NOTED IN AN INSPECTION LOG WHICH SHAL' BE MADE AVAILABLE TO THE CITY INSPECTOR UPON REQUEST. 2. REPAIR ANY DAMAGED BALES, AREAS OF END RUNS, AND 2. ALL UTILITY LINES AND STRUCTURES SHOWN WITHIN THE LIMITS OF UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR DEMOLITION SHALL BE REMOVED EXCEPT THOSE INDICATED AS "TO 10. ESPCP FACILITIES ON INACTIVE SITES SHALL 6E INSPECTED AND BARRIERS SHALL BE MADE AS SOON .AS POSSIBLE. REMAIN". ALL LINES THAT ARE CUT AT LIMITS OF DEMOLITION OR POINTS MAINTAINED A MINIMUM OF ONCE A MuNT!! JR WITHIN 24 HOURS OF DISCONNECTION WITHIN THE WORK AREA, ARE TO BE CAPPED OR FOLLOWING A STORM EVENT. 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY 2"X2" FIR POST PLUGGED. 11. EXPOSED SOILS THAT REMA11`4 UNWORKED FOR 14 DAYS OR MORE SHALL ONE THIRD THE HEIGHT OF THE BARRIER. 3. CONTRACTOR IS ZESPONSIBLE FOR MAINTAINING TEMPORARY ACCESS BE IMMEDIATELY PROTECTED BY APPROPRIATE GROUND COVER. SEI XTI FENCE DURING CONSTRUCTION. UTILD( OUTAGES AND ACCESS CLOSURES DISTURBED :AND THAT WILL REMAIN UNWORKED FOR 2 MONTHS OR 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE � EOiFWITH •FAP_RIC ON REQUIRE A MINIMUM OF 24 HOURS NOTICE TO OWNER OR SITE TENANTS. LONGER SHALL ALSO BE S�EDED WITH AN APPROVED SEED MIXTURE. BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TC SEWN POCKETS DOWNHILL SIDE CONFORM WITH THE EXISTING GRADE AND SEEDED. OF POST 12. PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO ALLEVIATE SEDIMENT DISCHARGE TJ THE STORM WATER MANAGEMENT SYSTEM. FI UNFILTERED WASH WATER CANNOT BE DISCHARGED TO STORM DRAINS. EXISTING GROUND cri GRADING NOTES 13. ALL EROSION CONTROL SEEDING FOR SITE STABILIZATION WILL BE B 10-F I LT E P FOR TEMPORARY ��= ♦--" � PERFORMED NO LATER THAN SEPTEMBER IST TO ALLOW TIME FOR --- '=' COMPACTED �' V BACKFILL _ 1. SURVEY OF EXISTING CONDITIONS PREPARED BY COMPASS ENGINEERING. VEGETATIVE ESTA.BL1SHMtNI r;'�R TO THE ONSET OF THE WET 2 INLET PROTECTION ; i 1 4` MATERIAL THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL WEATHER SEASON. SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT- C4 C6 SCALE: NONE , O CCn OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL 14. ALL TEMPORARY EROSICN AND SEDIMENT (,,,TROL MEASURES SHALL- BE PROFILCM CONTROL PRIOR TO CONSTRUCTION. REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED i Ir 0 0 OR AFTER THEY ARE NO LONGER NEEDED. to 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL O ARRANGE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WIZ'_ BE 15. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. SEDIMENT FENCE GEOTEXTILE O 4) -50 REVIEWED BY OWNER FOR CONFIRMATION TO DESIGN PRIOR 10 DISTURBED SOIL AREAS RESULTING FROM REMOVAL_ SHALL BE REPAIRED CONSTRUCTION. AND PROTECTED WITH ADEQUATE GROUND COVER (2" STRAW, COMPOST, S O MULCH, ETC.) Cu 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE to F_UNLESS OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY 16. SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY FROM ALL BUILDING WALLS AND DOORS. WATER AS NEEDED. WATER SHOULD BE CONTROLLED TO PREVENT 2"X2" FIR POST RUN(` F. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER /�) fn 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS CONSTRUCTION. ADEQUATE SHORING BRACING, TIES, AND SUPPORTS AREAS ARE IDENTIFIED. FLOW �_ W SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING ALL Cp PHASES OF CCNSTRUCTION. 17. DISTURBED AREAS OF SLOPE GREATER THAN 2:1 WILL BE STABILIZEDt- - r THROUGH SEEDING AND THE INSTALLATION OF NORTH AMERICAN GREEN L u r'rMini. �1n �!l U ` 1 --Iii 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED SC1508N MATTING OR EQUIVALENT PRODUCT. i ' '� �1 ';jT: " ` I j; -i ' -a BY CONSTRUCTION OR EARTHWORK OPERATIONS SH•1LL BE HAND RAKED 'Y I'' ■� C SMOOTH AND RETURNED TO ORIGINAL EXISTING CONDITIONS. : -lt` -`'Irs� o CD DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND i1 Z J ( ELEVATION + .._l;� REPLACEMENT PL4NTINGS. DISTURBED NATURAL AREAS SHALL BE �_IIr HYDROSEEDED TO REPLACE NATIVE COVc:R. DISTURBED GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. r--12"OVERLAP ��� .0 SEE LANDSCAPE PLANS FOR TREATMENT OF IMPROVED AREAS. BIOFILTER OR 1. FILTER FABRIC SHALL BE INSTALLED IN A CONTINUOUS ROLL 14=6C.0 CD SAND BAGS TO AVOID THE USE OF JOINTS. WHERE JOINTS ARE L 6. ALL DITCHES, SWALES, GUTTERS, ETC. SHOULD BE CONSIDERED ACTIVE 4 NECESSARY, USE TURNED ENDS. (� N STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR -meq � W IS RESPONSIBLE FOR ADDRESSING STORM WATER DRAINAGE AND r 3 DEWATERING OF WORK AREAS DURING CONSTRUCTION. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND . DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 6". '>� ��.. Q 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE EARTHWORK AND COMPACTION OPERATIONS. J_ FLOW AND 6" DEEP ALONG THE LINE OF POSTS UPHILL FROM THE BARRIER. TRENCH SHALL FOLLOW THE CONTOUR. 4. TRENCH SHALL BE BACKFILLED WITH NATIVE MATERIAL. FLOW UTILITY NOTES FULL- DEPTH PT. A PT. B 5. INSPECT AND REPAIR AFTER EACH RAINFALL. INSPECT DAILY -�- 8" CAP BLOCK ,, DURING PROLONGED RAINFALL. CONSULTING ENGINEERS INC. 8650 REDWOOD LANE, SUITE 380 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM W/EPDXY ADHESIVE '. ^ ' , 6. REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE PORTLAND, OR. 97224 RECORD DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE -3920TO WALL (TYPICAL) r �' r�' � .. L THIRD THE HEIGHT ABOVE GROUND PORTION OF THE FENCE. PH: (503) 228-3921 FAX: (503) 220 SITE AND ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. v"�z ;• 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH 7. ANY SEDIME VT DEPOSITS REMAINING IN PLACE AFTER THE EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION (4) STANDARD TOPSOIL FILTER FEN,'E IS NO LONGER REQUIRED SHALL BE DRESSED UNDER THIS SECTION OR ANY OTHER SECTION KEYSTONE 8"X18"XL1" TO CONFO'2M WITH THE EXISTING GRADE AND SEEDED. BLOCK UNITS W/ L EXISTING GRADE AND SEEDED. pN 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT 1:8 BATTER, PINNED - "�'^"'ww" c 1 t W/ FIBERGLASS DOWELS V ..^.ti.�^ vim^ SHOW E`/ERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN / "''^''"^"" � 13• p �..U n .r��Y.n+• THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, 3 SEDIMENT FENCE D E TA I L CONTRACTOR ENT IS ESPONSIBLLE FOR NG QPROV DING AUIRED TO O COMPLETE ANMPLETE THE D PROJECT. SEDIMENT BARRIER - STANDARD CURB „ 01 E' � WORKING SYSTEM. SCALE: NONE +y GAY�g �9� 4. CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO > `-MIRAFI 140NS 1. DRIVE STAKES FLUSH WITH TOP OF BAG AND INTO 10 9Rk B W BEGINNING ANY UTILITY CONSTRUCTION FOR LOCATION MARK-UP Of ALL NONWOVEN FILTER UNDISTURBED GROUND A MIN. OF 12" (TYPE 2 ONLY). EXISTING UTILITIES BOTH IN TETE RIGHT-OF-WAY AND ON PRIVATE HEAVY ASPHALT EMB FABRIC OR EQUAL STAKE MAY BE OMITTED IF BAGS ARE PLACED ON EXPIRES s/Jo/0a PROPERTY. CONTRACTOR SHALL COORDINATE THE UTILITY LOCAL WITH AVM NT SECTION NE BLOC PAVED SURFACE. MUNICIPALITY HAVING JURISDICTION FOR ALL UTILITY WORK WITHIN A iD 3/8"-PLUS CLEAR 2. SPACE SAGS "L" SO POINTS "A" AND "B" ARE OF EQUAL PUBLIC RIGHT-OF-WAY. INFORM ENGINEER IMMEDIATELY IF LOCATE CRUSHED ROCK ELEVATION. INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THAN SHOWN ON 3'-0" FILL CORES & VOIDS DRAWINGS. OF KEYSTONE UNITS 3. TYPE 2 USES BIOFILTER BAGS UI V IL & V-0" BEHIND TYPE 4 USES SANDBAGS 5 CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, TAILS OF UNITS NOTE: CONSTRUCTION TO PROCEED IN FEATURES, '( A DAVOIDA IDS UPTION OF ALLLCABOVE ANDH HBELOW GRADESTRUCTURES LOATED ON TE SITE. UTILITIEST RETAINING ACCORDANCE ODCE W TEC , "KEYSTONESYSTEMS" COMPACTED 3/4"-CLEAR 1 REPAIR . INSPECT AND AFTER DURING PROLONGED RAINFALL. RAINFALL. INSPECT DAILY �N� c,S ep�N DETAILS DURINC CONSTRUCTION. CONSTRUCTION MANUAL & CRUSHED ROCK 2. REPAIR ANY DAMAGED BALES, AREAL' OF END RUNS, AND QP��lN GGA SO Mf 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO SPECIFICATION REQUfOREMENTS. UNDERCUTTING BENEATH BALES. REPAIRS TO BALES OR ��NG pJF'p '�•!', N• THE LATEST EDITION OF THE UNIFORM PLUMBING CODE (UPC). ALL BARRIERS SHALL BE MADE AS SOON AS POSSIBLE. ����'�P�f� ,. • phase Permit Set THEESANDARDRREQ REQUIREMENTS OF THE IMUNCIPA ITYSHAVING HALL CONFORM TO r6"� KEYSTONE WALL DETAIL °� ' '� " '�' '' ''�` 3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH APPROXIMATELY date December 19, 2003 JURISDICTION. - - - ,'.r • .• C3 C6 SCALE: NONE ONE THIRD THE HEIGHT OF THE BARkiEri. 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED '� :i �; revisions OTHERWISE. , 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE � . . - :• •'i BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO f «i: : r.• ,•. I, 8. DOWN SPOUT AND BUILDING UTILITY CONNECTIONS TO BE SHOWN ON CONFORM WITH THE EXISTING GRADE AND SEEDED. :;,,'•j �3�% BUILDING PLUMBING DRAWINGS. REFER TO PLUMBING DRAWINGS FOR •` pJ�O�F �G�E`'c' CONTINUATION OF UTILITY LINES INTO BUILDING RADIUS = 25' MIN.- 9. IN.9. THRUST BLOCKING REQUIRED ON ALL PRESSURE LINES BENDS AND 4 BIO-BAG CHECK DAM_ FITTINGS. SEE STANDARD THRUST BLOCKING DETAIL. C4 C6 SCALE: NONE GRAVEL PAF 10. SEE LANDSCAPE DRAWINGS COR IRRIGATION LINES. SUBGRADE REINFORCEMENT 8" MIN. GEOTEXTILE DEPTH 11. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED •2.0' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL ACTIVE UTILITIES UNLESS OTHERWISE INDICATED. NOTES 12. CONF'RM FIRE HYDRANT TYPE, NOZZLE SIZES, AND THREAD 1. ENTRANCE SHALT_ BE MAINTAINED IN A CONDITION WHICH WILL _ CONFIGURATIONS WITH LOCAL MUNICIPALITY HAVING JURISDIr AON PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAY. # 03020 PRIOR TO CONSTRUCTION. 2. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM project _ _ VEHICLES ONTO ROADWAYS MUST BE REMOVED IMMEDIATELY. 13. CONFIRM ALL UTILITY VALVE VAULTS, VALVES, METERS, BACKFLOW PREVENTION ASSEMBLIE`_,, AND OTHER PUBLIC UTILITY APPURTENANCES 1N THE F'iCHT-7F-WAY WITH THE MUNICIPALITY HAVING JURISDICTION. 6 D4C GRAVEL CONSTRUCTION ENTRANCE 14. ALL 'UTILITIES TO BE INSTALLED AS SPECIFIED IN STANDARD TRENCH.- - ------- - - --- - C8 C6 SCALE: NONE C 6 I'LA12003-110038 14650 SNN' 97"' AVE SITE: l'ILLI 111 S TWALITY MIDDLE SCHOOL 7011" NOTICE IF THE PRINT ORTY^EONANYI�1�1�1 I�IjIJill 1I1I I IlIIIII I1I1I�I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _�!� - � __�_ � �.-_---� sI � �,:,, Il IS DUE TO THE QUALITY OF THE _ _ ORIGINAL DOCUMENT �� 8t 8�6 LE 9�Z Z 61Z S Z IL E 8i BI L�1< til 9'11 IrZt ti18 �i �„lllllllllllllll►�� III IIII II I II! ���� II ILII ����III�� ���II���� I��� ���� ���� ���� ���� ���� ���������II������ �I ���� ��►�I►����� ����(���� I���I�I�� �I��I��►�����II���� ����I����I���������lllllWllllll111►1���lll�Lu Itl��lll I�lll�l►�III����gill STRIPING & PAVEMENT STENCIL REQUIRED (WHITE PREFERRED) inau BLUE BACKGROUND & BLUE PAINTED CURB OPTIONAL Xa SIGN NO. OR20-68 wot» �� _ SIGN -OR20-68 au r»ur 12 SIGN-QR2o--6D ARCHITECTURE . INTER ORS•PLANNING R -- —..- -_D_PR20-6B,D ... .� . .: :ACCESSIBLE .ROUTE n Lu Lu o b 1 • , _ W Cf 7 M• •, . . W 4 " . •Ib 3 q o 1 Y" z C N O PARKING WITH D.M.V. WHEEL STOP a DISABLED PERMIT ONLY �:; 6 (TYP.) o CD VIOLATORS SUBJECT TO TOWING UNDER ��:'_ 6 30' TYP. J N ORS 811.620 AND FINE N UP TO $300.00 UNDER �:' y " m ORS 811.615 a 2" N V Z N SIGN BACKGROUND: BLUE L�l G- 24" MIN_ SIGN LEGEND: WHITE + VARIES 8.5' (6-8') TYPICAL r3" DISABLED PERSON PARKING SIGN @C3C7 DISABLED PERSON PARKING SPACE C3 C7 SCALE: NONE SCALE: NONE 0 (SEE SITE PLAN FOR DETAILED LAYOUT) �' V j O i ti .�.-. CF) CN — Cn O —� 2 O �? o AC SURFACE COURSE �!�! ,+,� -AC SURFACE COURSE � e N .• AC BEARING COURSE O p U .� -- — COLO PLAIN 1/2' NEW `V " �— LEVELING COURSE LEVELING COURSE PAVEMENT PRIOR " 1- 3'-0" 6'-0' T-07 TO INSTALLATION OF c. c PEED NEW 5" RAISED ASPHALT ,. L., 7,O.Q' F.'JMP PAVEMENT 5 J o .6:0.6. BASE COURSE o:o.h. ° BASE COURSE �® 5 +t -SUBGRADE GEOTEXTILE FABRICS 2) /�;3/\\;3 x X SUBGRADE GEOTEXTILE FABRIC COMPACTED SUBGRADE COMPACTED SUBGRADE .� 5" AC ■ C Cu PAVEMENT O TACK COAT NEW PAVEMENT 6" _■ �R.� T ® U r 6 TYPICAL PAVING SECTION-STANDARD 5 TYPICAL PAVING SECTION-HEAVY 3" WEEP HOLES -/"R �� ■■■■ 1 CD CO 7 SPEED HUMP C3 C7 S''ALE: NONE C3 C7 SCALE: NONE RESIDENTIAL AREAS ■' C3 C7 SCALE: NONE ¢ Z _ c w SURFACE OF PAVEMENT cz rn 70 O s BATTER 6:1 GENERAL NOTES: r. ,— Q 1. CURB EXPOSURE "E' = 6" TO 9" VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONST. CONTRACTION JOINT SPACING AT 15', AND AT ENDS OF EACH INLET o10- L H LANDING AND RAMP. SIDEWALK WIDTH I ] . L 5'W 4.36' 7/16' 3. TRANSITIONS SHALL BE USED IN CONN. CURBS OF DIFFERENT EXPOSURES "r" AS SPECIFIED �P / ("E" IS THE TOTAL VERTICAL DIMENSIONS OF THOSE CURB SURFACES HAVING A CONSULTING ENGINEERS INC. 5.5' 4.05' 13 32" r TOOLED COLD JOINT 5' MIN-T-Cr SLOPE OF 1:1 OR STEEPER. MIN. DESIRABLE TRANSITION LENGTH SHALL BE 20' MS REDWOOD LANE, Su:TE 360 BETWEEN CURB AND � ,� AM 6 3.73 3 6' ) PORTUvD, OR. 97214 n _ •• *..� I" ti FOR EACH ]" DIFFERENCE 1N "�. SU:1 MI.X. _ 6.5' 3.41' 11 32' PH: (503) 228-392.1 FAX: (503) 226-39'B SIDEWALK K 6. 5. 7' 3.10' S 16' 4. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY 2% NORMAL UNLESS s'' ;�� ° ?•� 7.5' 2.78' 9 32' M 6' / OTHERWISE SHOWN OR AS DIRECTED. STANDARD CURB 8' - 2.46' Ile MIN. 2" OF 3r'-O S�0 AND GUTTER, 9.s' 2.15' 7 32' 5. DIMENSIONS NOM. VARY TO CONFORM WITH CURB MACHINE APPROVED BY THE PREMOLDED JOINT MA"ERIAL F 9' 1.63' 3 16' p CRUSHED AGGREGATE BASE COMBINED CURB RAMP ENGINEER. 9.5' 1.51' S 32" � 1 r � �• TYPICAL CURB TYPE CROSS SECTION 1.20' 1 " 6. ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE NOTED. TYPI✓,;L !SOLATION (EXPANSION) JOINT 1os 0.7e' 3/3 82- 7• A CONTRACTION JOINT AT WEEP HOLES. �27 RETAINING CURB �i SIDEWALK WIDTH `2V SETBACK S SPECIFI D �P� h�~ LANDING / 8 STANDARD CURB �9 G`Y16. DIRECTED AS 5' MIN--- �h� �� 4�� / C3 C7 SCALE: NONE 50:1 MAX. �� / EXPIRES 6/30/04 � PREMOLDED JOINT MATERIAL %" STEEL DOWEL � STANDARD CURB AND GUTTER j - S' - Mq 1 6' •;;,' ;• *. F - MIN. 2" OF "-0 SCOP PARALLEL CUR8 RAMP -- 'n' D. CRUSHED AGGREGATE BASE e Y" TO %" NUM w TYPICAL SETBACK TYPE _CROSS SECTION 4'MIN1 TO 00� �" NOM. CIVIL a r NO LIP 50:1 1%" NOM ;t 6 MI� ham---MIN CONTRACTION JOINT,, AT -� 20:1 '`' ��•'It_.% •' ' :,:•e:' �:�'•"' `'•'' _- --1 APPROXIMATE 15' INTERVALS STANDARD DRIVEWAY SECTION „ 0000000 6'-O" LONG PRECAST DETAILS CONTRACTION ?' "� _ `� O O V �- WHEEL STOP BY PATTERN '. UT[LTY VAULT OR AT APPROXIMATE 5' TOOLED "DUMMY' JOINTS JUIN COUPLING FO ' BROOM CRUSHED AGGREGATE r4 TE BASE 00 APPROVED EQUAL INTERVALS WEEPHOLE PIPE ] phase Permit Set TYPICAL ISOLATION EXPANSION JOINT WITH DOWEL RAMP TEXTURE DETAIL 10" 1'-0" _ I I TYPICAL SECTION THROUGH COMBINED CURB RAMP date December 19, 2003 T/3 + NOTES: --- _ revisions 1. THE "AMERICANS WITH DISABILITIES ACT" (ADA) REQUIRES THAT ACCESS RAMPS WHEEL. CURB -'V-- TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRAWING MUST BE APPROVED BY THE ENGINEER AND STOP -- -.--.-- - - - - ----- -- - AC PAVING T. JOINT IN SIC TO MUST COMPLY WITH ADA. --- - -- -_ `•q = ; —i— STANDARD CURB & GUTTER MATCH JOINT IN CURB PiPE�LOCOATE AS 2. NO ABOVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP AREA. _ - --�� • '• •' - ; A ° -- I LEVELING COURSE COLD JOINT DIRECTED 3. LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP. TYPICAL PLAN VIEW LANDING SLOPES SHALL NOT EXCEED 50:1 IN ANY DIRECTION. a THE SLOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP TYPICAL CONTRACTION JOINT (SEE SITE PLAN FOR SCORING JOINT PATTERN) SHALL NOT EXCEED 20:1 FOR A DISTANCE OF 2' (SEE o BASE COURSE TYPICAL SECTION ABOVE_). NOTE 1.SIDEWALKS 8 FEET AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION 4, MINIMUM LANDING DIMENSIONS SHALL BE 4'x4'. iv ---- (2) �' PINS ALL JOINTS TO BE TOOLED WITH AT THE MIDPOINT. ;/2" RADIUS UNLESS SAWCUT 2.CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN.; 5 RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND TEXTURE. TEXTURING SHALL BE DONE WITH AN EXPANDED . ' THICKNESS IN DRIVEWAY SHALL MATCH EXISTING DRIVEWAY. METAL GRATE STAMPED INTO THE CONCRETE. protect# 03020 3ANSTALL 3" PVC WFEPHOL.E PIPES IN SIDEWALKS IN LOCATIONS AS DIRECTED BY THE ENGINEER. PLACE CONTRAC11ON JOINT OVER THE TOP OF THE PIPE. 6. CONCRETE SHALL BE 3500 PSI COMMERCIAL GRADE. 12 CONCRETE PAVEMENT JOINTS 4.CONCRETE SHALL. BE 3500 PSI COMMERCIAL GRADE. 10 N SIDEWALK ACCESS RAMPS C3 C7 SCALE: NONE y ----- ------ - ---- - C3 C7 SCALE: NONE i 1 SIDEWALK v 9 PRECAST PARKING BUMPER C3 C7 SCALE: NONE C3 C7 SCALE:-NONE C7 PLi12001-11111;138 14650 S% 97 AVE SITE 1111LITIFS 1'\VA1.11) \110DI.P SC'H001. 8OFI b III SII I �;I SII �I� IIS �I III III 111 III III III I�,I /� y, .._ — MAGEES NOT AS CLEAR AS THIS NOTICE, L.f 'I'111. I'l 1 1 11 111(I(I I III V I I I L.I I I I I i I I I I I Z--- �III I I III8 I , L J01 I I 1LI � I /j iA0C-5 IT IS DUE TO THE QUALITY OF THE111I �'j�1- •••�-- '� URIGINAL DOCUMENT - - [ Bob— IIIIIIIIil�llll IIII IIIIIIIII�IIII�IIII�IIII IIII�IIIIIIIIIIIIIIIIIIIIIIII IIII�IIIIIIIII�illl�llll Illllllu ulllliil Illllllll�llllillll�lill uu�lllllllll�llillllllllllllllu�llil uulllu uIIIIIIIIIIII�ilu�ull�IliIIIIII�IWI��uuliul�uuulll! I luWl�lluuuulllliT I -WATERTIGHT '-0 ---SANITARY o NOTE: o _ MANHOLE STEPS MUST BE TIGHT AND FIRMLY 0 0 o v EMBEDDED. THEY MUST ALSO MEET THE ASTM ` of 0 TAMPERPROOF 0 0 �a 4 TEST FOR WITHSTANDING PULLING OUT. V , S-.3�" STORM- o (2 HOLES MAX o 48" Vf). — — - `> '° a FOR SANITARY d COVERS) m .' •b. .Q, e . ,�, ;++�r ARCHITECTURE+ INTERIORS•PLANNING 24� �- r�"'r--�� v ti NHOLE FRAME AND COVER "' QJl11U�11�- 3 SPECIFIED. -- _ . .o `F Lam - - 24 f" A A FRAME RA EPAND RISER RINGS ED PLASTIC SHALL. LL. BE B SEALED FINISH GRADE uo M - `� •` • `1 I-- 2 2" -- - --- r -14 ! a FORM A WATERTIGHT SEAL GROUT MAY BECONSTRUw__, J G - CAST IRON TAMPERPROOF & WATERTIGHT PIAN UNIFORM CFL.UW INVERT RN SH WITH LS TO USED FOR STORM SYSTEMS.-- --�- O I d ''I I FRAMES AVAILABLE IN STANDARD OR SUBURBAN PATIERN GRADUAL TRANSITION SECTIONS. VAFjIABLE C> ° 12' maxa o N cp 1�' O.D. SST EXTEND PIPE INTO BENCH SLOPE- ADJUSTMENT RINGSwPRECAST BASE �•>� •n••-�r-�--, �[ 0MANHOLE AND GROUT 12:1 10—�4" " w z27" WASHER, 3/32" SMOOTH ----� MANHOLE STEPS SHALL NOT BE - ---� _25 THICK, 3 REQ'D -RUBBER BOOT PROVIDE UNLESS OTHERWISE SPECIFIED. `� I wL PER COVER ! 12 INVER ALL JOINTS SHALL BE SEALED WITH n, 0 _���lFIAT RUBBER WASHER, ANNE PREFORMED PLASTIC OR RUBBER RING •�mm •T..,Ll 3-.3/8" FOR CL -_II_.1J 3 REQUIRED PER COVER 4 COMPACTED 3/4"-0rU FORM A WATERTIGHT SEAL, - - -- - -- PLASTIC SAFETY STEP z o — _. y �;_ r- p ° GROUTED JOINTS MAY BE USED �'OR _ 1_ ti�-- -- 6 MIN CRUSHED AGGREGATE BASE N 23" %" NEOPRENE GASKET, STORM DRAIN SYSTEMS a. COPOLYMER POLYPROPYLENE PLASTIC °.' b a� 6— N 241/,x - �d s OMIT FOR TAMPER-PROOF SHAPE CHANNEL TO MATCH BOTTOM STANDARD PRECAST MANHOLE " 31' - 6Jf'✓ COVER HALF OF PIPE. SECTIONS AS REQUIRED •�� '4 l / ¢, � u 1 2" GRADE 60 REINFORCEMENT b . �{• e o I CAST IRON STANDAR( N ' PRECAST MANHOLE BASE __ -- �a " Q O o /" HEX HEAD SST CAP RUBBER BOOT (42" IF SEC' • e i SCREW, 3 REQUIRED OR MANHOLE ADAPTER 13" CC APPROX. WT. - 387 LAS.) PER COVER SECTION A—A --- NOT�; zn PRECAST MANHOLE ----- BENCH SLOPE 12:1 N J _ 3 REQUIRED, x 1� PENTAGONAL SECTION = ��._� ••�. ` <1� , RUBBER WATERSTOP °` .D �2" o I _ OR HEXAGONAL HEAD, BRONZE OR CAD. PLATED. EXTEND PIPE INTO _j_ _ REQ'D FOR PVC PIPE MANHOLE BASE ;.. . iti INSTALL FRAME SO THAT ONE BOLT BOSS IS LOCATED OVER THE MANHOLE LADDER. GROUTSMOOTH SHAPE CHANNEL TO C8 C8 (PRECAST BASE SHOWN) --1- BOLT—DOWN DETAIL MATCH BOTTOM HALF OF BASE ROCK - d ,� s AT SPRING LINE OF PIPE'' •:•i� .-� PIPE. 6 LAYER MINIMUM) _ _ / �d 24�" I--I (FORTTAMPERPROOF AND WATERTIGHT) EXTEND CHANNEL UP TO <;;'=.;.'::;"r.:, !':;'',�•?':R:: 6" MIN. — — — - �. 30%" CROWN LINE ON 12:1 , RUBBER CLUEDBBRIN70 GASKET BATTER �- �— ly6 3/4" GALVANIZED BAR `, n CAST IRON SUBURBAN �� FRAME COMPACTED 3/4"-0 CRUSHED A MATERIALS: � ; FRAME AGGREGATE BSE GALVANIZED: 4"FOR GALVANIZED STEP (APPROX. WT. - 305 LBS.) — WATERTIGHT GASKET DETAIL CAST —IN—PLACE MANHOLE BASE SECTION A—A NOTES : #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. NOTES: NOTES: I - 1. STANDARD PnECAST MANHOLE SECTION DIAMETER SHALL BE 48". GALVANIZED CONFORMING WITH ASTM A-123. 1. TAMPERPROOF COVERS REQ'D ON SANITARY OR STORM DRAIN 1. CONCRETE SHALL BE CLASS 3000 COMMERICAL GRADE. MAX PIPE SIZE SHALL BE 24 MANHOLE WHERE LOCATED IN PEDESTRIAN WAYS OR EASEMENT 2. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE 2. ALL CONNECTING PIPES SHALL HAVE A FLEXIBLE JOINT PLASTIC: AREAS. TAMPERPROOF COVERS FOR SANITARY MANHOLES SHALL SMOOTH SLOPES AND RADII TO OUTLET PIPE. WITHIN 18" OF MANHOLE WALL. MUST CONFORM WITH ASTM C-478. HAVE 2 HOLES MAXIMUM. 3. SEE MANHOLE BASE SECTION DRAWING FOR BASE DETAILS. , 3. BASES MAY BE PRECAST OR POURED IN PLACE. STEEL REINFORCING BAR MINIMUM 112- GRADE 60. 2. WATERTIGHT COVERS REQUIRED IF LOCATED WHERE COVER MAY BE SUBMERGED. 4. THIS MANHOLE BASE SECTION SHALL BE USED 4. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED FOR FIDE SIZES UP TO 24". 3. FRAMES AND COVERS SHALL BE STAMPED WITH AST'�A C --478M. WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE MANUFACTURER'S INITIALS, HEAT NUMBER AND 5. USE RUBBER DOOTS IF PIPE IS FLEXIBLE. WITH SERRATED SURFACES. ?OINT OF ORIGIN. BOOTS MAY BE KOR-N-SEAL OR EQUIVALENT. r4 '� MANHOLE COVER & FRAME DETAIL r3"""), MANHOLE BASE SECTION DETAIL r2N� MANHOLE DETAIL 1 MANHOLE STEP DETAIL C8 C8 SCALE: NONE C8 C8 SCALE: NONE C5 CS SCALE: NONE �C8 SCALE: NONE c�Yy 0 ,�. co M L ti cn -•� ■,.ems 0 O �e If '/z O �"' °2 PLACE "C" MIX AC 4) — 0 OF �7/° 0 -0 0 MINIMUM THICKNESS U�' THICKNEOSS IOF THE SEAL SURFACE OVER LANDSCAP AC �' SEAL SURFACE o FRAME & GRATE ELEV. ROUND SOLID COV.R REMOVED PAVEMENT, MINIMUM TRENCH PATCH JOINT WITH TACK AREAS PAVING AREAS �' OVER JOINT CAST IRON COVER L- SEE PLAN. STEPS OFFSET MARKED "DR.4 �" WIDTH ROLLE WIDTH MATERIAL AND SAND WHICHEVER IS R, WITH TACK O .� _ GREATER. COMPACT PLUS 2 (AC PATCH ONLY) TACK COAT 6" COAT MATERIAL V y_ W/LUCKIIJG BJLTS. AS SPECIFIED 6" 6" JOINT AC OR CONCRETE PAVING _ MIN. u," MIN. & SAND INTERFACE (AC PATCH '�'Y �- OR OTHER SURFACING cn E EXIST. PAVEMENT EXIST. PAVEMENT TYPICAL TYPICAL) OVERFLOW ELEV. NOTES: W r __ TACK COAT CUT EDGES TO PROVIDE 1. PIPE SIZES & SLOPES PER DETENTION ""Z0. fice' ` � fi /t" �i:. J� �� r. _ �-% PLANS. Gl i� i %/i, C PAVING / !j'i i/. & OIL SEP. _ i �.,i�, , Ji/��% ,* ,�� � CdD OVER FLOW ° �f, „� ': cO ...... PER PLANS - 2_. METAL. PARTS OR GALV. \ \.��\\\ �\��\\\\,;.;, � o••. . -0 .,.,. .., ,,o'_' �.\��\\\\��,\�\\ \� .. TOPSOIL & LANDSCAPING pCp UNDISTURBED %� ��! 9 `��:'�'.'' -�•� 2' c a STEEI_ PIPE HAVE ASPHALT \\�•\��\\�\,\��\\�`\,�,�, '', .:_.o', :. ��\�\\�� ��\\��\ �\'�� AS INDICATED OR °� MID EXISTING ,�,�,,.•.:: �,-_ -,,�. ��\\\�\ \\ �•�\�\\\� \�,\\\ \. \\\ \\ SPECIFIED ELSEWHERE O ar = J r .`E# r�r = z PIPE SUPPORT TREATMENT 1. �; \�,\ �\ ��\\\ 'g ;• a. , •! \\ �\ \ \\\ \ti'' �\ '\ AGGREGATE BASE ' t•., 41` 5 '10 qq�� , . CHAIN-200 CAP. - - C ( ) - �, CLASS 3000 CONCRETEkm _ .CONCRETE PAD REQJIRED �� fCc Cc O 6"ELBOW ORIFICE 2 - �� -� JIII - MECHANICAL PLUG - AS IN PAVED AREAS ONLY SLACK WHEN GATE UNDISTURBED AGGREGATE PECIFIE IS DOWN. FASTEN %' �� UNDISTURBED Z BASE EXIST. AC PAVING 4" � 4" MIN io (EXIST.) THICKNESS OR 7 ` BASE'-& CHAIN TO FRAME. 1 BASE (EXIST.) MATCH EXISTING W COURSL MATERIAL 117'x" - /� O CD � -COMPACTED AGGREGATE ■r_ M N PAVING THICKNESS" MATCH EXISTING ch -� BASE, CDF OR FULL WHICHEVER IS AGGREGATE BASE CAST IRON FRAME OUTLET PIPE INLET PIPE- DEPTH ASPHALT AS DIRECTED GREATER THICKNESS l r Lo COMPACTED TRENCH BURIED WARNING-- TRENCH 4" MIN -� �- N O INVERT ELEVATIONS CLEAN OUT GATE BACKFILL AS SPECIFIED BACKFILL O PER PLANS �: I LIFT GATE NO. TAPE W/EMBEf'OED TRACER W► .c --- - `� C/C/I-LG, CASCADE z .. 12" GALVANIZED CULVERT INC. �^ + PIPE g STEEL PIPE �- ZONE ORIFICE PLATE WITH TRENCH WIDTH o / 1 1.5" DIAMETER ORIFICE (ACTUAL) a �,d _ _ STANDARD GALV. `" a =o PIPE 4" CONCRETE O STEEL STEPS i o PIPE NOTES: `- BEDDING 1. ALL EXISTING AC OR FCC PAVE- ? MENT SHALL BE SAWCUT PRIOR - MECHANICAL PLUG CONSULTING ENGINEERS INC. TO REPAVING. TRENCH 8850 REDWOOD LANE, SUITE 360 2. CONCRETE PAVEMENT SHALL BE FOUNDATION PORTLAND, OR. 97224 WITH STABILIZATION AS L_; _ PH: (503) 226-3921 FAX: (503) 226-3928 8 FLOW CONTROL MANHOLE MAI UCMDTHICKNE SN OF 6" OR TO s' PIPE 6" REQUIRED TH7C5 C8 SCALE: NONE PAVEMENT, THICKNESS OF REMOVED MIN. OUTSIDE MIN. - PAV'EMENT, WHICHEVER IS GREATER. DIA. _CLEANOUT BEDDING 3. IF EXISTING BASE MATERIAL 24" IS CTB OR ATB, THEN REPLACEMENT BASE MATERIAL SHALL MATCH EXISTING. MIN. NOTE: % 13 7 0 ALL CLEANOUT MATERIAL TO r7'� STREET CUT 6 UTILITY TRENCH SECTION BE SAME AS CARRIER PIPE. y LG%Y 16•Nq9 •l CS C8. SCALE: NONE C6 C8 SCALE: NONE 5 CLEANOUT C5 C8 SCALE: NONE EXPIRES 6/30/04 LAST SEGMENT ® DAYLIGHT TO BE CONCRETE PIPE 3/4" SMOOTH BARS W/ 10 GA. STEEL CATCH CIVIL ENDS WELDED TO BAR 12" SQUARE CONCRETE PAD BASIN. PAINT INTERIOR DETAILS & EXTERIOR W/ASPHALT. CAST IRON GRATE AN FRAME, 4" OC MAX BAR 28"x28" HEAVY DUTY SPACING C.B. BY (LYNCH CO. OR FILTER FABRIC LINER APPROVED EQUAL) UNDER ROCK - .� 6" C.I. NO--HUB HINGED DEFLECTOR TO /—3/4" BAR FRAME 1/8 BEND FACILITATI_ CLEAN OUT phase Permit Set CAST IRON CLEANOUT PLUG & COVER 4" PVC ''ERF PIPE -- date December 19 2003 12" - 10'-0" SQ. - ------------- -- , - - IN 12' x12' TRENCH ____ :_ ___.:-:__-_• == -------------------- MIN RIPRAP BASE LANDING __i___ '� OF GRANULAR DRAIN 3 " 4' ROCK WRAPPED W/ reVISI0r1S Q1 12" RIPRAP FINISH GRADE DRAINAGE GEOTEXTILE � 5" THICKNESS - - --- CONCRETE FABRIC ' -�T ---�- FOOTING ii:`:•, iii/,:' / %;. - r !i',4;!y �L-:+r . \\//\ --- SOIL PIPE FURNISHED �,• GRADE 6° MIN. \\ & CUT TO CORRECT DRAIN ROCK \ - --'� \\\/ 36" LENGTH BY CONTRACTOR i -PVC PIPE UNLESS OTHERWISE NOTED 2"x5" ANCHOR STRIPS WELDED TO 3/4" NOTE: FILTER FABRIC RIPRAP FROM FLOW ° -' PIPE DIA. AND - 24" MIN. BAR FRAME. 4 PLCS. SPACED UNIFORMLY PROTECTION TYPICAL AT ALL TO STORM DRAIN p°o �,, ELEVATION AS SHOWN FASTEN WITH 1/2" GALV OR NON-CORROSIVE CULVERT DAYLIGHTS FOUNDATION MANHOLE OR ° *r `'1 EL PLANS BOLTS & NUTS. DRAIN SYST. � CATCH BASIN . .t� .. a --- -- - ---—. —.— a o BACKWATER------------------- VALVE ACKWATER-----_-__-__._---- --- - _— - -_—`_ — `-- ---- - vALVE project# 03020 12 CULVERT DAYLIGHT 'Y 24" j C5 C8 SCALE. NONE C 4" MIN. 3/4"-0" C.R. NOTE: CATCH BASIN & BACKWATER YVALVE _ _ COMPACTED BEDDING GRATING TO BE RATED C5 CS SCALE: NONE. 10 SUBSURFACE DRAIN DETAIL. FOR H-20 LOADING C5 C8 SCALE: NONE 9 _ METAL CATCH BASIN_ _ _ c 8 C5 C8 SCALE: NONE ---- PLN12011113-00638 - 146511 tiA 9711' �N E SITE UTILITIF S TWALITti' Mll)I)l I: 5C'Fl(�(� _yh NOTICE IF THE PRINT OR TYPE ON ANY III 1 1 I I I111 1 I III l l i i I I I III l l i I 1 11 i l l r (1 III III I I I I I I I I III III III III III l l I I I I I !I III III III III V I I I I 111 III Ill I I!III III I I I I I I I l l 11!1111 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I IT IS CLUE TO THE QUALITY OF THE No ae �$1fR' •"'""°�°��� r' ORIGINAL DOCUMENTalso IIIIIIIIII illllllllllllllllll�lllllllll IIIIIIIIIIIIIIIIIII�IIIIII!II�IIILIIiiIIIIIIIIIIIII I IIIIIIIIIIIIII�IIII�IIII�IIIIIIIII�lllllllll�llll�llll�llll IIII�IIIIIIIIIIIIII II IIIIIIII Illl�lllllllll�ll111111;�1111�1111�111111111111lllllil�llllli9lJlJll � g1J111lllllllllll�1II11N11I 1 REINFORCING BARS WITH GENERAL_NOTES: -_ - ---- - MINIMUM 6" OVERLAP RADIAL FLOW 8" OUTLET 1.) STG '.MFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548--4667). FOR PERIMETER SLAB CARTRIDGE PIPE STUB (STD) (BY CONTRACTOR) 2.) CATCH BASIN MUST BE SET LEVEL. I 3.) EXTERNAL PIPING AND COUPLING` TO BE PROVIDED BY OTHERS. DATA BLOCK_ DATA -BLOCK - ARCHITECTURE INTERIORS PLANNING ------ ------ ----- - 4.) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINIER APPROVED. _ _ 0 N E--CARTRIDGE STEEL ONE-CARTRIDGE STE 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. - f n n 6.) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE CATCH BASIN STORMFILTER CATCH BASIN STORMFILTER < u-- -- --- - - a MANUAL FOR DETAILS. _ __ _-�� __-__._-- - - �.�-.._� ---- ��.-- o e - 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: STRUCTURE CALLOUT ID __ C8 88 STRUCTURE CI,LLUUT ID _- _ ___ CB B1U v) N _ WATER QUALITY FLOW (CFS) _ 0.02 WATER QUAUTI FLOW (CFS) - 0.02 w ° of A - LOAD RATING: 20.000 LB. - - - CONVEY NCE FL 3W CFS 0.20 >r o u a v -- - CONVEYANCE FLOW (CFS) _ 0.20 _ A __- ( ) CONSTRUCTION: 1/4" STEEL PLATE - _ - -- COATING: CORROSION RESISTANT, ALL SURFACES RETURN PERIOD OF PEAK FLOW 25 YEAR RETURN PERIOFi-OF PEAK FLOW 25 YEAR W a X -+- a UNIT WEIGHT: b50 LB. MEDIA TYPE PERLITE MEDIA TYPE- _ -PE_RLIT_E- W F INLET GRATE: DUCTILE IRON RIM ELEVATION -- --286.00 RIM ELEVATION _ __-_ 290.25 _ PERIMETER SLAB: REQUIRED (CHECK: RIM - IE-OUT = 2.3') I.E. DIAMETER (CHECK: RIM - IE-OUT 2.3') I.E. DIAMETER 3 °' a a INLET STUB-- - 284.20 6" DI _ INLET STUB _ - -- _ OUTLET STUB 283.70_ 8"_ PVC OUTLET STUB _ 287.95 8" PVC C)MWN d o - The STORMWATER MANAGEMENT �ONFIGURATIUNu~i CON -�- � y Z StormFilter LIFTING EYE TYP U.S. PATENT No. 3,322,629, OUTLET OUTLET ° z ( ) - - No. 5,707,527, No. 6,027,639, - -� - a -- -��- No. 5,624,576, AND OTHER U.S. "I 3 B INLET PIPE AND FOREIGN PATENTS PENDING O SOLID LIE INLET GRATE STUB (OPTIONAL) _ INLET 3 CATCH BASIN STORMFILTER - PLAN VIEW 1 _ -: -- + SCALE: N.T.S. OPTIONS (AvAILABLE AT EXTRA COST): OPTIONS (AVAILABLE AT EXTRA COST): ❑ OUTLET STUB - OTHER THAN 8" DIAMETER ❑ OUTLET STUB - OTHER THAN 8" DIAMETER ❑ INLET STUB [] INLET STUB OVERFLOW PERIMETER SLAB WEIR CREST !c 3,000 PSI CONCRETE TO IN. �E OF RIM ❑ OTHER: ❑ OTHER: (BY CONTRACTOR) -INSIDE RIM --INSIDE RIM . E O 2-#4 REINFORCING BARS 1 7/8" 1 7/8" 4" (BY CONTRACTOR) - -z -- - c - L: L 6 STORMWATER ST ORMWATER ` FILTER CHAMBER MANAGEMENT INC. inANAGEMENT INC. INLET 2'-3 3/4" (2 3') 12021-B N.E. AIRPORT WAY- PORTLAND, OR 97220 12021-B N.E. AIRPORT WAY. PORTLAND, OR 97220 (503) 240-3393 FAX: (503) 240-9553 (503) 240-3393 FAX. (503) 240-9553 jscum S' �� cJ 8" OUTLET PIPE - � CC? �-► IO STUB (STD) VARIES OVERFLOW .� N WEIR WITH FILTER FILTER CHAMBER INL-_r/OUTLET CHAMBER .;LEANOUT CHAMBER 1' 5" �n ti CLEANOUT OPENING OUTLET C .� C IN OVERFLOW WEIR O 1 11/16" .1 3/4" � �- �� Q CT) O � Q TYPICAL - TYPICAL ® - O -L CATCH BASIN STORMFiLTER - SECTION VIEW q-q CATCH BASIN STORMFILTER SECTION VIEW B-B cu SCALE: N.T.S. , SCALE: N.T.S. U CA ch E U) 1 TYPICAL WATER QUALITY CATCH BASIN C5 C9 SCALE: NTSco tl925 co ■w �� °'� M THRUST BLOCK L lCD � SEE NOTE 4 (V 70 `U v3 M MUNICIPAL APPROVED _- � � � v N RETAINER GLANS BACKFLOW' DEVICE 2 C -SEE NOTE 3 - �- SPOOL FLGx PE 0 00 0°� FLANGE COUPLING ADAPTOR SEE NOTE 1 !qo I So 1 I FLOW AW AIIN- I o o I LADDER EXTENSION SHALL EXTEND 40" CONSULTING ENGINEERSINC. 1 1 ABOVE THE TOP RUNG OF LADDER ---- --- 6850 REDWOOD LANE, SUITE 360 a�°v I ---T---SWING CFIECK VALVE (HORIZONTAL) VOLUME OF THRUST BLOCK PORTLAND, OR. 97224 NOTES: 0 1 _____ _ _ _ _ I w/ BALL DRIP -- --- - BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL) PH: (503) 228-3921 FAX: (503) 228-3926 1. CONTRACTOR TO SEAL ALL OPENINGS rt' 6" MIN LADDER MEETING OShA - IN VAULT w/NON SHRINK GROUT 1 _ REQUIREMENTS 1 _� FITTING 45' 22 i/2' 11 1/4' FITTING BEND ANGLE SEF STANDARD DETAIL TEE 90' BEND SIZE 45' 22.5' 11_25• SIZE BEND BEND BEND I I -ATTACHED LADDER SUPPORT TO INSIDE I I FIRE DEPARTMENT � � �T •� 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 p 2. CLEARANCE BETWEEN WALL & DEVICE 1 I I FACE OF VAULT COVER OPENING AS SHOWN 8"MIN, 12"MAX EXCEPT 8"MIN, 9"MAX 4 I I CONNECTION. CONTACT LOCAL 1 CENTERLINE OF RUNG MUST BE SET ].SECURE POWER CORD TO SUMP 6 2.8 4.0 2,2 1.1 1.0 6 2.7 1.0 0.4 FOR 660-WA VAULT. C9 C9 1 1 FIRE MARSHALL. - + I 7" FROM FACE OF SURFACE BEHIND RUNG ' o PUMP, DISCHARGE PIPING w/ 8 5,0 7.1 '!.8 2,0 1.0 8 4.0 1.5 0,6 3. THRUST BLOCK 12"MIN THICKNESS I L - I I -+�- o NYLON CABLE TIES. 12 11.3 16.0 8.7 4.4 2.2 1�' 8,5 3,2 1.3 7 2.MANUFACTURE GRATE W/CUTOUT - DETECTOR METER TO READ IN CUBIC -- - - - ----- ---- ----- ___ -T II 16 20.1 28.4 15.4 7,8 3.9 16 14.8 5,6 2,3 FEET. I T NOTCH FOR DISCHARGE PIPING - - 'G� )e �9e� ^_- GRATE SHALL BE REMOVABLE 20 31.1 44.4 24.0 12.3 6.2 9,Q PLAN ALTERNATE FDC LOCATION WITHOUT DISASSEMBLY OF - EXPIRES F/30/04 o,o+ - --� DISCHARGE PIPING. 24 45.2 64.0 34,6 17.7 B.9 1 / / -- - 3.PROVIDE POWER SOURCE AS VALUES BASED ON URE AN PSI DRAIN TO CURB OR REQ'D FOR SUMP PUMP. SOIL BE RRINGSCAPACI D 2000 PSF GROUND LINE 3 MIN-6"MAX - - - - - - - - STORM DRAIN -_ ;;�:�, 7-/7/,7//, /� PLAN ROUND CATCH BASIN GRATCIVIL w/FAE. r SHIN. � .�,�, �->n- ;. , DETAILS Pi 18" T&G OR B&`, `� •�o, o '' o° a 'I ROUND CATCH B ,SIN -- - _-_ -=---•- - - - PROVIDE 15" CLR w/FABRICATED GRATE, ;i`,. ••, faY k! -T , r, '�y o • �`'� phase Permit Set CLEARANCE f ••• , �r GALVANIZED AFTER . !SOLATION BALL VALVE TO ANY OBSTRUCTION OPENED OSB: I ON EITHER SIDE MANUFACTURERING PI VALVE ^-- OF I-ADDER BEND TE VERTICAL BEND date December 19, 2003 I 11 I - v-- 1 II _ I INLINE CHECK VALVE CLEAR TO -ISOLATION BALL ROD 0,%0 �- VALVE FITTING G S ZE EMBEDMEN revisions L V 1 PI TO ANY 4'-12' ---#6 30' - INLINE CHECK v<•. 8-=-1 OBSTRUCTION --- � VALVE �w .�� • � 14'_.16'_ k8 36' J RODENT rATTACHED LADDER \ II 1 SCREEN I SUPPORT TO FLR --- OF VAULT - - - f �j L' NOTES: I �-"STANDON" I) THRUST BLOCKING Al ALL TEES, BENDS AND 1 PIPE STANDI- -INSTALL SUMP �,; •• \y �./y ENDS OF PIPING -- �n� _-- -. -- - _ __ - ... I-- -- - �I -U _-._ -- PUMP. SFE CONSTR. C` •. 2) CONCRETE BLOCKING TO BE POURED AGAINST PROVIDE 113 HORSEPOWER ---'- _ _- r_ _. SIDS FOR PUMP STRADDLE BLOCK 1 111 / I 111 SPECIF(Cr7IONS - UNDISTURBED EARTH ------ STAINLESS STEEL SUMP PUMP. ii,, \ / T ` / ` /T r - 3) ALL CONCRETE TO BE CLASS 3000 x I 1 SEE STANDARD SUMP DETAIL S I D F _V VIEW_W_ FRONT_ VIEW L W SEE DETAIL NO 200 4) INSTALL l2 MIL TOTAL THICKNESS POLYETPRE SHEET _ T-- - _ $ET CATCH BASIN IN 4' MIN. CONCRETE _ AROUND FITTI'IG. SECURE SHEE1' ENDS TO PREVENT u rl ELEVATION 1 1 Z ALL AROUND SUMP. USE NON-SHRINK INFILTRATION ❑F- DIRT P.TWEEN SHEET AND PIPE project F, 03020 T UTILITY UTILI FY BILC❑ - - - - I f- l I LADDER SHALL MEET THE REQUIREMENTS �� FITTING PRIOR O POURING THRUST BLOCKING - ' I VAULT VAULT - --J---- OF OSHA AND SHALL BE PROVIDED WITH TOP AT VAULT FLOOR, SET TOP ❑F 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS SIZE DOOR L - l l l CATCH BASIN GRATE 1/2' BELOW FLUOR " ••. _ WITH FDC W/0 FDC C9 C9 A LADDER EXTENSION IN ACCORDANCE WITH FROM CONCRETE WITH TEMPUARY FORMS AND 3 577-WA 577-WA J-SAL \---"6" LAYER CRUSHED ROCK � S. DISTRICT CONSTRUCTION SuEC1FICATION., FINAL GRADE, ELEVATION POLYETHENE SHEETING SEE NUTS No 3 __4___5_77-WA 577-WA J-5AL 6 676-WA - -676-WA J-5AL TYPICAL KING 8 687-WA 687-WA JD-3AL --- - @JC9 DOUBLE CHECK DETECTOR ASSEMBLY D4VAIULT LADDER INSTALLATION DETAIL 3 SUMP PUMP DETAIL 2 1-HR�ST BLOC,-10 _ 5106-LA JD-3AL _-_._---.- ------ -- -- _-_--M 'OR EQUAL' APPROVED BY ENGINEER SCALE: NTS SCALE: NTS C9 C9 SCALE: NTS C5 C9 SCALE: NTS C9 't': SITI?U'TILIT I l OF l(1 \IIL)ME SCHOOL 0:�401 TTSD-Twrna ADCO SUBMITTAL.WCB CIIAM,1 z;1 a,2m3 as n)46 AM Ma ..- --��"k'-=.w..ru..wn.waves,..,+.................,.".,....•.,.. .. .�,�vKwnr�xr�:&:;,."...-...-._..,,..,.,,�. 'NOTICE IF THE PRINT OR TYPE ON ANY III III III III III I I I I I I III III I I f l l III I I"I rlT III III til I I III III III III III III III I I III III III i I III III III III III III III I VIII III III III I'I III IMAGE IS NOT AS CLEAR AS THIS NOTICE., IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT (( �B L BIZ LE 9IL �Z i��L 6'fL �L 111Z til 8� BT �Lt9�T �i �4TS�� L1 F111t[I I�III11111111111l111111111111111111111111111CIIIIIIIII�IIIIIIII11IIIII11111IIJIII�1111IIIIIIII�IIIIIIIIIIIIIIIIIIIIIWWlII 11 WI�iILI11111111 1ll1 Illlll�IIIIINII I