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P LM 20 17 -00473 I 50 I 40 I 30 1 20 1 10 1 0 1 RECEIVED NOV 1 3 2017 CITY'OF T1G:ARD DIVISION 6 6 BORA DURHAM EDUCATION CENTER Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co TIGARD , OREGON , ,._ SW McDonald St. . - ; .--. . ,1,, -.w.•lu... ff ti '- GENERAL NOTES CONSTRUCTION NOTES ABBREVIATIONS Meado ,. Ilqjff s I r*+ AC ASPHALT CONCRETE "* - r 1. SURVEY PROVIDED BY KPFF, DATED JULY, 2017. ELEVATIONS AS INDICATED ON GENERAL i ' , t . . '�'' AD AREA DRAIN •".■k: t ' " • .ijd 4---°'-'' 5 Bonita R,:I-- I '.--. . .. SHEET C2.0 AND C2.1. APPROX. APPROXIMATE _' 9x- wt k x ' `3 _ "" 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE - '�` "�- ri ., ;r -, 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A _ B BOLLARD `" b M I k :F .A fi ,' ; .- ,' 111 SW Fifth Ave., suite 2500 MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. FLOODING OR JETTING THE BLDG BUILDIN }' � .0'+1"` �' " „ ' `' ',.i ;. . _ ,� ._ Portland, OR 97204 � �. li _ SIN* 4:'` _t PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. p G ;, .� # i s ist •, , ' I jt # o: 503.227.3251 BOW BACK OF WALK . ` ,� COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. �� �. .'�-� � p"� ' s � � 9� '` �-'i�� � � � •� *�"" ry; F: 50 .274.4681 BS BOTTOM OF SWALE �' g : . ;f x , BOTTOM OF STAIR '1 • ', {� u . •.. 5 I www.knff com FOR RELATIVE . 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED DEMOLITIONA:___,_.„, $yr, r • f :',.� 5 HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C2.0 BW BOTTOM OF WALL { 4 - ..ir!"" - • r - . 5 CB CATCH BASIN P ,;-.4.-,. ,i•- .......•y, "`f'- r' €�• . a.' AND C2.1 FOR PROJECT CONTROL INFORMATION. T"-�.''W:"` °.a i0� ' '° 43 r ' ' a 1 - r 4ti 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF *; . .r„ = • _.,�..t � �- _ .'• ., tit. EXISTING CL CENTERLINE � r �. EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA C: „, ,,,,A. ' r { ° CMU CONCRETE MASONRY UNIT '� a I,: "-v„E Ate, r4.., , r:. _ , y, 040/, . . . :_ r.. r 't,, 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL IDENTIFIED IN THE PLANS. t ,- A, } r ,;�E,. ., *„. �. , ,.1 1;$ ' - .,� :. , .p; POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CO CLEANOUT . ,, , , ,, 01 • ,,,...4.:,,,,� +$ - .I: , ., .' CONC. CONCRETE 4.' , *. :. ," -0" , , I . � •,"r 1•:4. , '•4 r` "" _ CONSTRUCTION LAYOUT. OWNER'S � ` C�ur '�. � �� �;�« ,. �. ,� , 'T �«� �� � 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON il' '4,,::-,,,:" k ) * • y r, . COTG CLEANOUT TO GRADE � SIN .U� • ,- 1]' i .. `r;. :: L: a:'� 'f 4`► .:PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTORS PROPERTY, REMOVED CP CONTROL POINT rh ' . . . , ,, '" n � , '"*: i ''5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED DIMENSIONS ; .. «k ,..r _ ' ]` "FROM THE SITE, AND DISPOSED OF PROPERLY° A DELTA - *t'V = $4- ,•1'. { = � # . '[ ' `I 4 SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD '' „•_� �. _ . . , . IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. Q/W DRIVEWAY , - ,'. h • ,:: :4: :::1-...ou' ,.11` _....t;. . 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED f°' }. - �� y . DIA.,O DIAMETER " j.. x . ., ; ,}STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. CONTRACTOR SHALL }` ' " " "6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER DIP DUCTILE IRON PIPE � s... .�;. • ,,� �`". �� �" �TM , �,�° '� � -. �* ,;• � '�� �CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE WALK PROJECT SITE WITH OWNER AND OWNER 5 REPRESENTATIVE PRIOR TO E FASTING c , CONSTRUCTION TO IDENTIFY SALVAGE ITEMS. SALVAGE ITEMS SHALL BE CATALOGED, '. VERIFIED PRIOR TO CONSTRUCTION LAYOUT. EXIST"/EX EXISTING • y y '�° ' PHOTOGRAPHED, REMOVED, AND STORED IN A LOCATION INDICATED BY OWNER OR FDC FIRE DEPARTMENT CONNECTION rte` t PRO ECT SATE �` FROM DAMAGE ALL EXISTING OWNER'S REPRESENTATIVE. FF FINISH FLOOR ELEVATION : �a `x 'y.` or - -, '� y �" ., 7. CONTRACTOR SHALL PRESERVE AND PROTECT �r ,. --. FG FINISH GRADE ` tvk° . �- ~--, ," MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR -' �I 11 , " " .. ,°� :_ •, ���ED I ROFES COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE FH FIRE HYDRANT ti:,�� r .., ,,` ■ r�,0 ' �'.Art - • #4,,i L:# v�5 N� `�/oy AREA DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL FL FLOWLINE r - `� <C,�' e q OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY E- , F•` , t rhar 1 t •� 72303 A LICENSED SURVEYOR. CONDITION OR BETTER. END FOUNDATION I :,totoo � , _ ' G GUTTERaNp. F �� 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST GB GRADE BREAK - M`' , ` :"*'- , ei'• ` " ' "F' �`` �`. F 3 �� _- �" i-`�'� '�'�"�' $. CONTRACTOR TO REFERENCE SOILS REPORT BY GRI DATED MAY 31, 2017 FOR THE ., ,. '-.a4a..4'. P ..._�" SITE SOILS CONDITIONS. EXISTING CONSTRUCTION JOINT. GL GAS LINE GV GATE VALVE .'ice •4 ' 4 li•"y� • .•.'.. ✓.4.. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING Ir - , ytil � +' I. ' . 1N/ \I 9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT H HEIGHT Slur RI ala Rd , • ;. _ ,; x." - R. C\-1P AND NEW PAVEMENT. HCP HANDICAP PARKING SPACE . } 41 . . ''a ' : _ SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 OREGON ' ;,_ ' :* , ,. # , 3 � IN STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2014 OREGON PLUMBING HP HIGH POINT 1._. i ., . , ;a. .- :► .. ", r T E "4-‘12:;11 �,� I ExPIRATlOivDATE: 17J3f/2Qfl ID INSIDE DIAMETER SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. UTILITIES •�rl.: '1,..„,.*-• �. �- ��� ° •` � � -• � � � ` - ��� IE INVERT ELEVATION `# ,. -.. _ . ' • �+,'� ..__.,.�__��.r" 4 10. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, INV INVERT MAP FROM: xxx © 4 AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND FRAMES AND COVERS, ETC. TO FINISHED GRADE. IRR. IRRIGATION INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND LP LIGHT POLE VICINITY MAP COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, MH MANHOLE COMMENCING CONSTRUCTION. MIN MINIMUM SCALE: NTS TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN N NORTHING 11. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. O.D. OUTSIDE DIAMETER PROJECT CONTACTS OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE OF OUTFALL 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THEOVH/OH OVERHEAD OWNER: STRUCTURAL ENGINEER: INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGONP/L PROPERTY LINE TIGARD---TUALATIN SCHOOL DISTRICT KPFF CU SERVICE. NOTICE TO EXCAVATORS: UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PC POINT OF CURVATURE 6960 SW SANDBURG ST. 111 SW FIFTH AVENUE, SUITE 2500 011 PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT ATTENTION: OREGON LAW REQUIRES YOU PCC POINT OF COMPOUND CURVATURE TIGARD, OREGON 97223 PORTLAND, OREGON 97204 AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL TO FOLLOW RULES ADOPTED BY THE PCR POINT OF CURB RETURN TEL: 503-227-3251 SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT OREGON UTILITY NOTIFICATION CENTER. PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. PED PEDESTRIAN OWNER'S REPRESENTATIVE: CONTACT: AARON STOCEK PIV POST INDICATOR VALVE 001_ _0010 THROUGH OAR DAY CPM SERVICES 12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR POC POINT ON CURVE 952MECHANICAL/ELECTRICAL/PLUMBING ENGINEER: U pi INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. 5. ALL WORK TO CONFORM TO THE 2014 OREGON PLUMBING SPECIALTY CODE. 952-001-0090. YOU MAY OBTAIN 12745 SW BEAVERDAM RD., SUITE 120 PP POWER POLE COPIES OF THE RULES BY CALLING THE BEAVERTON, OREGON 97005 GLUMAC CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL PRC POINT OF REVERSE CURVATURE V CENTER. TEL: 503-729-4545 900 SW FIFTH AVE. SUITE 1600 UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL STORM AND SANITARY PT POINT OF TANGENT C BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 P.U.E. PUBLIC UTILITY EASEMENT (NOTE: THE TELEPHONE NUMBER FOR CONTACT: SARAH OAKS, PROJECT MANAGER PORTLAND, OREGON 97204 W HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE PVC POLYVINYL CHLORIDE THE OREGON UTILITY NOTIFICATION MOBILE: 503-915-4664 TEL: 503-227-5280 O U PVMT PAVEMENT CENTER IS (503)-232-1987). sarahC�daycpm.com CONTACT: CHRIS LOWEN • CONFLICTS. 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, PVT PRIVATE 1.5 .1 ° "WORK ON EXISTING SEWERS AND STRUCTURES". 13. TFIE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE R RIM POTENTIAL UNDERGROUND FACILITY OWNERS CIVIL ENGINEER: LANDSCAPE ARCHITECT: •i C CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE RD ROOF DRAIN KPFF PLACE TO IN THE PERFORMANCE OF THE WORK. SYSTEM, TRUE TO GRADE AND LI INDICATED UNBROKEN CONTINUITY R.O.W. RIGHT-OF-WAY ... INVERT. THE CO TRACTOR SHALLESTABLISHISH LINE AND RADEFOR THE STORM ANDF S SLOPE (FT/FT) Dig 0, Safely. 111 SW FIFTH PORT AND, OREGON U97204TE 2500 PORTENDS OREGON 97209 0 14. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. SD STORM DRAIN TEL: 503-542-3860 TEL: 503-334-2080 -' SANITARY SEWER PIPE USING A LASER. Cal! the Oregon One-Calf Center p 3 THE CONTRACTOR SHALL ADHERE TO CITY OF TIGARD FOR MINIMUM EROSION SDMH STORM DRAIN MANHOLE o CONTACT: NALINI CHANDRAN, PE CONTACT: TIM CLEMEN AND KELLY STOECKLEIN CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM SHT SHEET 1-800-332-2344o 3. ACTUAL LINES AND GRADES SHALL BE STAKED 13Y A QUALIFIED SURVEYOR, BASED nalini.chandran@kpff.com = REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION ON COORDINATES, DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. SS SANITARY SEWER V PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. SSMH SANITARY SEWER MANHOLE EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ST STREET EMERGENCY TELEPHONE NUMBERS ARCHITECT: INC. N _ E _. N LEAVE THE SITE. 4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 STA STATION BORA ARCHITECTS, +r PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. STD STANDARD NW NATURAL GAS 720 SW WASHINGTON, SUITE 800 15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM S/W SIDEWALK M-F lam-bpm 503-226-4211 Ext.4313 PORTLAND, OREGON 97205-3510 CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST 5. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF TC TOP OF CURB AFTER HOURS 503-226-4211 TEL: 503-226-1575 WI Ca 0 ix CONTROL AS REQUIRED. THE 'WYE' BRANCH TYPE. TD TRENCH DRAIN PGE 503-464-7777 CONTACT: MIGUEL HIDALGO, PROJECT ARCHITECT . _l 0 TG TOP OF GROUND hidalgo©bora.com QWEST 1-800-573-1311 -6 s cn "6 16. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT TP TOP OF PAVEMENT MARK SCHOPMEYER, PROJECT MANAGER CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLANCITY BUREAU Of MAINTENANCE 503-823-1700 TO TIGARD WATER TRANS. TRANSFORMER schopmeyengbora.com L O 6 = 44. CC AND TTSD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. TS TOP OF STAIR CITY WATER 503-823-4874 Cr). 0 C • 17. CONTRACTOR MAINTAIN ALL UTILITIES TO DURHAM EDUCATION CENTER AND 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO TW TOP OF WALK VERIZON 1-800-483-1000 SHEET INDEX ~ COTOP OF WALL SHALLTHE FINISH GRADE. DURHAM ELEMENTARY SCHOOL AT ALL TIMES DURING CONSTRUCTION UNLESS WRITTEN TTSD TIGARD/TUALATIN SCHOOL DISTRICT AUTHORIZATION IS PROVIDED BY OWNER OR OWNER'S REPRESENTATIVE FOR UTILITY 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED. Tr. TYPICAL SHEET SHEET SHEET DESCRIPTION SHUT-DOWNS. COORDINATE TEMPORARY UTILITY SERVICE AS REQUIRED. UG UNDERGROUND NO. TITLE 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON UGE UNDERGROUND ELECTRIC 1 C1.0 COVER SHEET 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. W WATER WORK WITH THE OWNER. W/ WITH 2 C1.1 KEY PLAN WCR WHEEL CHAIR RAMP 3 C2.0 EXISTING CONDITIONS PLAN - WEST CITY OF TIGARD 19. NOTIFY CITY OF TIGARD 72 HOURS BEFORE STARTING WORK. A PRECONSTRUC11ON EARTHWORKS WM WATER METER 4 C2.1 EXISTING CONDITIONS PLAN - EAST Approved t4 MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF WV WATER VALVE 5 C3.0 DEMOLITION PLAN - WEST Conditionally Approved E ] TIGARD REPRESENTATIVE SHALL BE REQUIRED. 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM 6 C3.1 DEMOLITION PLAN - EAST See Letter to:Follow E ] ENTERING THE STORM DRAINAGE SYSTEM. Attached. .„ ,....„ [ ] 7 C4.0 SITE PLAN •-- WEST Permit Number: Pi- 171.-r10 33 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND 8 C4.1 SITE PLAN - EAST Addr X40 .5141• DAthu'"' Kot TIONS AND AS REQUIRED IN THE SOILS 9 C4.2 JOINTING PLAN By:-16.)111Date: ii-30-acjIl 2 o REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE 10 C4.3 VEHICLE MANEUVERS PLAN 5 PERMITTED. 11 C4.5 PUBLIC IMPROVEMENT PLAN CO 12 C5.0 GRADING AND DRAINAGE PLAN - WEST 1- Q) 13 C5.1 GRADING AND DRAINAGE PLAN - EAST MATERIAL NOTES 14 C5.2 STORM DRAINAGE PLAN - WEST 15 C5.3 STORM DRAINAGE PLAN - EAST S 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, 16 C5.5 STORM DRAINAGE SECTIONS IAND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND 17 C6.0 UTILITY PLAN - WEST o USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM 18 C7.0 EROSION CONTROL COVER SHEET '61 OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 19 C7.1 EROSION CONTROL PLAN - WEST o0 2. STORM AND SANITARY SEWER PIPING SHALL BE AS SPECIFIED. 20 C7.2 EROSION CONTROL PLAN - EAST MARK DATE DESCRIPTION o 0 - 21 C7.3 EROSION CONTROL DETAILS 7 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE AS SPECIFIED. 22 C8.0 DETAILS Issued: 8/28/2017 0 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE AS SPECIFIED. 23 C8.1 DETAILS CL 24 C8.2 DETAILS Scale: AS NOTED 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM 25 C8.3 DETAILS COMPRESSIVE STRENGTH AS SPECIFIED IN SECTION 321313. cs.4 q, ' ��ctI; Pay\ a' C c.6% ( 4ki I. Pia... e.Y-.In.wyE t,l,e„k r 0 U I U '' s O L_ O o `� 1Copyright 1 601 3 1 Q E PERMIT SET 1 O r7 L'S T o . o N COVER SHEET 7 ° c: � rr- Q�co U . c\f Z ip O O 4 C 1 . 0 1 50 I 40 1 30 1 20 1 10 1 0 1 I 50 1 40 I 30 I 20 I 10 I 0 C 6 6 BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co w Z 1 1 1q3ffiQ WEST 1 EAST 111 SW Fifth Ave., Suite 2500 Portland,OR 97204 0: 503.227.3251 F: 503.274.4681 www.kat:Co(7f 55 D D ili ® D a L=58.79' - gu BASIS OF HEARING -- n — - — CHD=N89'4?53"W _ ---=.---- --- - - ---- CTIRN LINE . .• — PER OCRS (PORTLAND ZONE) — = AA 7p --.-- ��. 5 69'41'51` W 1264.47 — — — — S 89'41'51" W 1386.fi9' — S 8907'36' E 405-29 — — SW DURHAM ROAD rliul lT c \'...)N C6// . . \•. \ -•r.— / •• . �� 5 BEGIN RIGHT TURN 11 (4) I , \ , / �� 1, SPEED R=2819.79' Lala I'- w , B o B 8 B B S B e A=O°45'45" — 11111111 .G-i§,: — u 0 O o L4D817 °aa'4s"E T _� 1 1 111 II /:.� 5 89'41'Sf W 2 T 37.533 00' GV TR0 S8 O\\\, F,1://:; — _ ( 1 _ — — n E w w o _.-�^ 5 84°DT3�6'`E 242.74`❑ CZ SB ❑58 T e� $B w b n r 1 g,'_ . p ICV = — +.r SQ HCR o E� P VF/(t+ t r.ro+ ° SIS °4 '46"E Ch ri ° I l �� `J 4 ire , ' .=� /■- \ o c i4 c 658 *" I S 89ro7'36' E 1zo.sd' — ..? 1 � 1`""�� LAWN 0 in ■ '°°, � •., 72303 LAWN 15.0 I�.. LAWN V 0 PROPOSED \ N 0 '-' Y►i� EASEM IST 0 1p I OW ���� EASEMENT to u> to ' _--i - -� � ---- _..._ - 6: RIGHT-OF-WAY A_ v —� -, -- - / TRAFFl DOC. N0. DEDICATION 2007 N117141 / fv,9 �'�NkJ n 17 1�®� Q� � c — _ i u> In -' ' I r I ,.. - _._ __.. __. / - ._ �� CAB. s� �i�IR. \`O� '� L - ,�-�- _ _ _ _j_ 0 _ �---- -- - - - - -7 1i - (=Jd � 0- ti 0 win. _ %// ///// //i .,Y//�l////AriY/ - I Iin (.3 EXPIRATION DATE: �/3u�1D I \0 ICV ICV PLAY ' l / / _ ` U YARD(,,:g? i c _ tt I 0 '1-' I l 6 6 6 - ro.4 4 �S� I HISTORIC DURHAM CENTER /// ! I \ _ ` I / / I • I I I m\ - / / I ,�q 6 5 ____ //Et GATE t;m _.- fI 77/7/ /.-/ m \ "fid VP VP C C C C . �54p73 BREEZEWAY i MII�I -4 I ` au1 4 . 0 D1 4/110"756 9 L 0 401 / It . / r � % / I — I / io - - i 11 / / I - I / / —amid I I I IC '�' W W W W W W W W W a '�' ' W W W W _. i W W 6 .ti I 1' I _ !. I 'm' w W 4101111 w f ;*y mG ' ICV(3) MIE. +J F�y / 'a ..•� *At Ail L I ///////////////// I// _ _ I I ��t11II/ W ;'OHO ■ / *lc .._— . SItYs Ilii 81 f/ Iliti - �* J 4 1 • 3 I 71jI w W .4 /1 �� rCD � W/// / / o Iiiii11111110*- r cll' (, / 2-STORY / I LAWN • C w rn I ,�r' / & CONCRETE ;' r#z N ♦ Q 0010 f I M_ BUILDING l , _ J z q T .. i7pP % W / �it *f , I Ir ��N SS w I� RD I �• �`� PGG ' / "y � I 0 w . II a N 4 •_I/ / I w I /7-...' '?.I l 0 0 00 7 N.#.? . b. M 17 II W Vh - -. 0 o v — _ — �•_ — ' N O 'CIO/ 1 � 01111011 I N w3 RD / I opo ___/F GI 4. . w m / ' HB /// / `' + I �1; r I ■.�*��•■ - T' 15.00' PROPOSED H� o o t.? iiFi I3 ■ 17? �S VIII I III 5 .■ I `� W WATER EASEMENT �' cnE E w I �� — II f , .,.._... .,:_ .) '• /+h . GP a `K o N ......<0 rnl o �� a ;, - I N rr��f a I LAWN IIIA 'w \ t. �� .1 / G z W �'�X ,LAWN /1PirZ' 5. o :11t" l' miC O . Ili VII :. 7 A r ......,,, 1 -0 1_ co -0- ,„,,16...... .0_ ....._ . • _ co cv -NIP-2 *- �- °� I I �, d' �, -- .=rm ! Iz G QUO 15.00' PR SED `'P• I •_ Q •_ — = _ / — /` ati SANITARY SEINER EASEMENT ' '•"' CO o w -.t -_ 0 oi6 • I IZ W 10' EXISTING SANITARY SEWER EASEMENT 2 N 89°41'51"E c' �� 0_ DOG. NO. 94081690 (DATED 09/06/94} LV HCR I 20.00' /� ;� — Q / r —40 — , . — i' N $3'48'38" E 119-54' I I I 2 I 2 U m LU r LrJ Y I— Z_7) 1 o MARK DATE DESCRIPTION o 0 Issued: 8/28/2017 I- 0I Scale: AS NOTED i 0 a 0 a) c 0) 0 I E 0 .N 0 a Copyright 16013 I 11 In E PERMIT SET R Lo o aP� 2 0 o SCALE 1 INCH = 30 FEET KEY PLAN Nr... ,-- o % N 6rj _„„-c0r`in 3-0 C41) 30 0 30 fi0 V o N N p c1 . 1 I 50 I 40 I 30 I 20 I 10 I 0 1 50 I 40 1 30 1 20 1 10 1 0 6 6 30RA A _ \ Bora Architects, Inc. - `J o' 720 SW Washington, Suite 800 .. °"U _ °HG sa D titi Portland, Oregon 97205 °� 7 QI 503.226.1575 0F1U ti6 oyU °H�, N www_bora_co _______ / 0 _ =2864.7 o R=2$64.79` �� ` \U`J BASIS OF BEARINt., f - " CHD N89 47'53"W \ \ l \ - \ - ./ - PER OCRs (PORTLAND ZONE) - \` 58.79 _ _ \ o,.v _ NOTES: LEGEND: \- - \ - \ \ \ \ o S 89'41'51" W 1264.47' 1.) VERTICAL DATUM: NAVD 88 (GEOID 12A) Y////////I, , ,. V///////.! BUILDING OUTLINE WITH DOOR I 1 ti,. 1 ) �� / i _` ..0 ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 1 I CONCRETE SURFACE (\v- lq:Iffi �/ ,��/ / ,�// �/ °�J �`o // VI �6 / / SW DURHAM ROAD q6� N N oy v USING THE OREGON REAL-TIME GPS NETWORK (ORGN). o 0 °HU o V I_ :•,:..:•': .'. .. .•, .. .. : ASPHALT SURFACE � i /\_ .// ' / i 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM //i�i����i��i�i�iii���il�/////f WALL / // / " // // / // \ / / / "'amu. {OCRs), PORTLAND ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF SW DURHAM ROAD IS -- - BUILDING OVERHANG / II / ""' ' / SOUTH 4151 ill Ave., 2500 SW Fifth ve.,Suite "SD.: 1 Sp �.;.., - Y. : 1��D'....., 12 5p k,[yu�z-r� --U ��. $9' WEST. CURB LINE Portland,OR 97204 =� a.• :� �. T . . :r'. 0: 503.227.3251 • .�. t .,.\,... . : :is;' _ . 6 EDGE OF ASPHALT F: 503.274.4681 12'W - 12 '- a'O�SPEED L-37.53' 3. BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. www-koff--tom • 12"WRIGHT-OF-WAY LINE I` Imo/ 12"W ' .,N •yy �2=4V '- , a12" 12"W 18`�Z ' /1 12'W BEGIN R ) OHU _ 1-� - i 167 .' • „ 7019-2866177, EFFECTIVE DATE MAY 18, 2017, N0. 7019--2866181, EFFECTIVE DATE MAY 11,5 3� *r , B BB _B- $ B B B 3 •.' (4214 A=0 45 45 3 0 ++ EASEMENT LINE _V_ �� 3 48„ / '"° o 0 0 0 0 0 0 f o LD=N89"55'x.7 N 40 45 E / 2017, AND NO. 7019-2858110, EFFECTIVE DATE APRIL 28, 2017 BY FIRST AMERICAN TITLE _NNN.\,li z / _� ��•� ��' S 89"41'51" W�23fi. �� oy r 37.53% 0 00' GV, - - LOT LINE I _ _ \ -� - I ���� �$ COMPANY OF OREGON. a PROPERTY LINE \ I„ �r z ` �' . �� J "�i'61 in bl O1 °I t 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE E ELECTRICAL LINE ':d - _7 -�R� n 6 i awry / _ r+111189°40' E eri .. ‘‘41, �- + -61% S -� . CENT / oo 20,0 0 ,1 m MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF T TELECOMMUNICATIONS LINE f n_ c""11 laN I o "i I I UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) SD STORM LINE 1 I �► / �.., 78 I . i I \ LAWN ° / g PRIOR TO CONSTRUCTION- 55 SANITARY SEWER LINE I • II I LAWN i - I ,, 1 LAWN 1 F r yG \ / w WATER UNE • y� 30" ( g" cD / \ i \ 1,56 0 1 i i G GAS LINE \o oy I M OHU OVERHEAD UTILITY LINES / 7./.. ,12, --,. _____„..._:__.r� , \ G t\ \ i 1� 0 ti • ��+ c [ ] UNDERGROUND LINE PER AS-GUILTS co N STORM TABLE. SANITARY TABLE. - I I V \ \ �- t \ I DOUBLE POST SIGN - / r 0.\ � '`�__,� B BOLLARD ' °�' oZG RD - - _, \ \ �� ` O CURB INLET 11 CURB INLET C �p FLAG POLE SANITARY MANHOLE ilimm RIM = 165.63' RIM = 15$.81' RIM = 162.45' / a / I �' - Ai 1 \ FLOW LINE = 165.05' FLOW LINE = 158.05' IE 10" 1N (E) = 154.80' D/W DRIVEWAY ENTRY 1 / j I // //� � j////////, ✓/� D / \ IE 12" IN (N) = 161.23' IE 12" IN (N) = 154.11' IE 10" IN (W) = 154.45' HCR HANDICAP RAMP PLAY YARD l I ' % '�7 j �r� / 1 I 71174 �, IE 12" IN S} = 161.23' !E 12" IN (SW} = 154.11' IE 10" OUT (N) = y \ 3 / / O o I IE 12" IN ( ( ) 161.08'6 8 IE 15" OUT (5) = 153.96' 154.35' =MB M01) IAILBOXKE CK \ I 8• / [ , \ !F.,• , IE 12" OUT E 41 \ III 5 ° '-l-',/:// / I 12 CURB INLET SANITARY MANHOLE 'I' + \ } ) O _le, CURB INLET O RIM = 162.92' RD ROOF DRAIN � � HISTORIC DURHAM CENTER i 2RIM = 162.88' I o \ 1 _r�55 __,.r_ 6" I-/ % f , o CA O RIM = 165.76' FLOW LINE = 162.57' IE 8" IN (NW) = 158.53' aJB ELECTRICAL JUNCTION BOX .3' eL Q / \ I •/ I / 8" * 1 ( U FLOW LINE = 165.02 IE 12 IN (SE) = 157.32 IE 6" IN W 158.53' / 12" ( } = E 0 ELECTRICAL METER \ / ° al l rt IE IN (NW) = 162.11 IE 12" IN {SW} = 155.72' 1E 6" IN (W) = 158.18' • - ti f LJJ IE 12" IN (NE) = 1fi1.9fi' IE 12" OUT (NE) = 155.42' IE 8" OUT (S) = 158.18' OEC ELECTRICAL CABINET �,6-rE __G_0 y..�.r� � e" • a�•: -. ; '7.// I - LLa I O = 161.91' IE 12" OUT S EVLT ELECTRICAL VAULT i I 13 CATCH BASIN 1 d A_ / ---� i I = O SANITARY MANHOLE 4. kREE2EWAY ' • ' ' 2n • / I-- < 3 CATCH BASIN RIM = 161.71' - GUY ANCHOR 4 8 , / r / I O RIM = 164.39` IE 12" OUT (NW) - 157.61' RIM = 165.65' / ( I 1E 8" IN (N) = 159.75' *-° OVERHEAD LIGHT ////////////// j I - - - - _ ! r" W IE 12" OUT (N) = 162.69' IE 8" OUT (SE) / W 14 CATCH BASIN = #--i POWER POLE/OVERHEAD LIGHT i a ,//,/, [._____-_____ O/ STORM MANHOLE RIM = 163.56'D / LJ..I RIM = 164.16 IE 12" OUT {NE} = 158.76 4 SANITARY MANHOLE " { ) _ O RIM = 165.50' POWER POLE / I / / / \� Z IE 12 IN S 160.66 / I i I \\"�� 111 IE 12" IN (N) = 160.61' 15 CURB INLET 1 ° , '' I RIM = 163.95' IE 6" IN (W) = 161.50' G GAS METER I 1 I / / � r` IE 12 IN W IE 6 IN (W) = 161.50 GV +; •• / / I 022"I011111k I / / \ / I { ) = 160.61 „ iE 6 IN (E) = 161.30'/ ir r = IE 12" OUT (E) = 160.56 FLOWLINE = 163.32 GAS VALVE / / / 76 �_ o , IE 12 IN (SW} = 156.55 „ rS} SANITARY MANHOLE WITH STRUCTURE +d . ..0.E . / 1 Ir+ ,* I s ' / / 18 / O CURB INLET IE 12" IN (NW) - 156.55IE 6 OUT (E} = 161.30 r}/ 1 I M. I . ////// / � i RIM = 164.74' IE 12" OUT (NE) = 156.45' S `D, STORM MANHOLE WITH STRUCTURE ♦i/ 4 g _ / I Q O SANITARY MANHOLE }� 19 / i� L `� i / FLOW LINE = 163.54' 16 STORM MANHOLE O • • ¢ / it I Eo I I Li-, * ��o O RIM = 167.14' ® : HINBSN/AREA DRAIN IE 12" OUT {N) = 161.34' " 16058'/' LET ' ✓1 f \6�0 / I 6 CURB INLET IE 8" IN (E) = 153.12' IE 6" IN (E) = 160.64' // , / / I 1 \ EI / I I O RIM = 164.56' IE 12" OUT (5) = 152.97 IE 8" OUT (S) = 160.54' 0 O SAMTARY/STORM STRUCTURE # W I �E� RD, �.. / +� 1! I .,� 64 " I HOOP // I / *I I FLOW LINE = 163.90' T TELECOMMUNICATIONS MANHOLE 1 / '� as / I rt..• HOOP \ 1 / o I IE 10IN (N) = 161.16' 17 CATCH BASIN TR Ci 0114 I f \ I _ - 4 � 'a „ 1Q" IE 12" OUT (S) = 161.01' RIM = 160.15 PED TELECOMMUNICATIONS RISER \ IL _ r 3 I IE 4" OUT (E) = 158.75' PEDESTRIAN SIGNAL PEDESTAL a • / 2-STORY WOOD& '�• JLAWN 77, " co. 7I '63 7 STORM MANHOLE / CONCRETE BUILDING / \I LAS I / ICV // I = a O RIM = 162.66' 1 g CATCH BASIN (SUMP TYPE) ❑ SB TRAFFIC SIGNAL BOX 10 • . / \ S 1 i.; •' / 'a �\cc, ICV Q.z < / IE 12" IN (SW) = 159.11' O RIM p 170.06 = PEDESTRIAN CONTROL SIGNAL ARM 0 iIz - 1 / IC u IE 12" IN (W) = 159.11' IE 4 OUT (N) 168.86 a / �' , 1 LAWN / K322,P�-1951 / JB I o z o /k IE 12" IN (N) = 159.01'DO I°1 TRAFFIC CONTROL SIGNAL ARM 4.0 ilmia E ° .l `,1� / BOO( 1p l U c O = O © TSP TRAFFIC SIGNAL POLE V / / IDA ICR 9 a /+/ I IE 12" OUT E 158.86' 19 CATCH BASIN 01$'(SUMP TYPE) •L Ca F p , f�D j 1 r rt} ' y o u ! 8 CATCH BASIN WATER LEVEL = 168.83' W 0 WATER METER N r.3 I / a .,I 8"I RIM 162.13' \ \ C4 WATER VALVE a a I I 1 ; '�. / / N. IE 12" OUT (NE) = 159.43' 20 CATCH BASIN Q 18 ® + .: '" 22 mJ8 wti �� JB RIM = 166.71' FIRE HYDRANT M / / I I JBo `p�� i / � / I� / 9 CURB INLET IE 4" IN (NW) = 165.61' FIRE DEPARTMENT CONNECT 0 3 / - A o O RIM = 163.22' IE 4" OUT (E) = 165.31' 3 I / 3 1 �. :r�r III ' 12"sq / _ } / / I HB HOSE BIB J "'�; I � / � JZ„g, FLOW LINE = 162.57' _ / � �� / CURB INLET ICV / //I y :',..t..„.:4:- IE 12" IN (N) = 159.57 21 IRRIGATION CONTROL VALVE V W c , ;. I - �j 4,-...-:. A'' % / / ?1, IE 12" OUT (S) = 159.57 RIM = 172.25' ICR / I _ •:. \ 12'Sp �� } / IE 12" IN (N) = 168.30' ❑ IRRIGATION CONTROL RISER ore r A./ -/ - Co . 12"sp 1 r, 10 CATCH BASIN IE 12" OUT E = 168.25' _ Zr, / _ z �.;,';. �� 15 / v { ) DECIDUOUS TREE •- L N -766_ L. y5 RIM = 157.90' • -PERIMETER REPRESENTS DRIPLINE a- N / ` 026" \ ��• ',• ! �\ 22'sa ` lr-.- 1 �� IE 8" IN (NW) = 155.15' 22 STORM MANHOLE _� ca q a' ' �'• �`� / 62RIM = 166.82' CONIFEROUS TREE IE 12" OUT {5} = 154.75 (ti �� ARD . ✓ j \ j....., l \ ��11♦ IE12IN (N) = 158.42' M ;it4 -PERIMETER REPRESENTS DRIPLINE 0 Ce 1� 'i.;.'.. \ ICV Le / �.` / I 0,4::.,.::. .!-..,..., --'7':',1, �, _. I•• . ,g' I o IE 12" OUT (SE) = 158.32 HOOP BASKETBALL HOOP ma 0 �s •; ' ?.-�_:'.` rO. / , ' - - r!f+n • MONUMENT cn e• d 4' ' , Tx / r ll 6 I A1 PROJECT CONTROL POINT L� "I 4„ _ ,1!I CO ih II. , I ,W - ';•• .• „II/6 2 w • Cr)fid:, V Cr) W �. . _ - ,_,�;, •, , �...., �. 8'SS= ia" : ` -76 PROJECT CONTROL: - - 8' o ,, P 0 n � ICV ... CO i- \ `W} 1 f • I JB 4'61 .'.4.' , ---- , , "' rP .-;` : ''. I STATION DESCRIPTION NORTHING EASTING ELEVATION �.I.(� :•: r I r I 1 1-1/8 BRASS CAP "KPFF CONTROL" 128969.96 325912.13 158.73' C ` am �� PL-- el 10" / g,.55-� N / �� "��' �$ �, - �78 ssC----_=_______)h.- --�- I 2 1-1/8" BRASS CAP "KPFF CONTROL" 129119.81 325595.0: 166.63' } r LAWN �1 "'ti - -�- - S .. - "°c-- f • ir n / SS/ .� 1:OA .7 E'�S4WP! ti ' moi'' 0 m• 6"55 1 O / E_SS .6"55 ' It ,tr:+""� + •55 ' 6"SS - 6 SS "i •, "111....44.„/Fr = 6'S5 _ 655 655 CS 4- w / 61 _1 6 r } 6"55 � 55 r6 1`O�� / ,C LJ a•o �' ,���j .� T T . HCR\i0j0/A-GPS °1 cit ` 'r '1/ z F 4","Y� , r Q� /. _ _ _ _ ___ _ __ ,_. ..... zu ; co E9 'bio /i o7"r fo7 15' PROP �i�'.�, p°••°, AR I q_____- ,,a:4 f / o¢ u f•B •B , / � zill-11 if,r ; R SEMEN l II/1 o2 f 23" w ........„.,„---'-'0 B A d ! T o f / / aW /'B * f f° 1 �f ' / '/ / a�J•B•B rte- dQ 1 / / e�•B 1 H / / / / `� 10' EXISTING SANITARY SEWER EASEMENT , = . - rn i / / / / �, "' 4: - ' DOC. NO. 94081690 (DATED 09/06/94) � I f f f --"'"--/<----..„._. %,'' ,� HCR I 1 1 I / _� ._ W � rll / I I C7 I � � r 5 ` 'a - I I C) /I /f / /l . ._.- �� 111\� '` Y II MARK DATE DESCRIPTION 0 I I I o - i Issued: 8/28/2017 I- 0 Scale: AS NOTED Q 0 "'Le: C) C C) 0 I E _c• 0 iV n wCopyright 16013 I 5, C) m1 1 cn PERMIT SET I a 0 ori EXISTING CONDITIONS , +-, CL j a o SCALE 1 INCH W 20 FEET n iNm \ ji-1 IMIM PLAN - WEST \ 20 0 20 40 o x- / O ACV - 2 '1" C2 • O mod_- L7. cT. 1 50 1 40 1 30 1 20 1 10 1 0 1 50 1 40 30 1 20 1 10 1 0 6 6 30RA 1 o Bora Architects, Inc. , I I 720 SW Washington, Suite 800 ,,,c) 0 0 Portland, Oregon 97205 D CD OT „IQ 503.226.1575 www.bora.co E. y crr.TION LINE l<Fff l - - S 89'41'51" W 1386.69' NOTES: 1 - S 89'0736" E 405.29' - a- - - - 1.) VERTICAL DATUM: NAVD 88 (GEOID 12A) _ - ' _ ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 tit o N oyL '1��i tm❑ / ! J SW DURHAM ROAD O � USING THE OREGON REAL-TIME GPS NETWORK (ORGN). '� _-\66' y oo N 10"55 �\S 10"55 VS) / ' - - - _ _ 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM '_ O ' I' 111 SW Fifth Ave., Suite 2500 D �� i (OCRS PORTLAND ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF SW DURHAM ROAD IS and, O?37204 art..• ' qi•/ `_• •,.' 12"SD D }} 12 SD 1z"SD 12"50 1rsD �2's;, �c"..� �_'__ 1z"s SOUTH) 89'41'51" WEST.c: :.• :r':. ?.f' I " 2E , 2"sD / 0: 503.22 251 + ;_.. 'tI , ,. `Z••,:�; ..: `� // 12'SD P;'..'. � F: 503.274.4681 .Y . ,.. . . _ 125' ..�. ,. , :• "9Y „� ]� _ 12"W 12"W 12"W _ - f 12"W J ` r J 12"W 12"W 12"W :C)h/02"W 12"W 12"W D 1www.kpff com BEGIN RI 1 URI+TIIIFlE12"SD _162- ' 12'SD 12"W 1 t w //. 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. lz"4y ] 7019-2866177, EFFECTIVE DATE MAY 18, 2017, NO. 7019-2866181, EFFECTIVE DATE MAY 11, 5 + / ! { � :'' '' ` �4 �y�,� "' - _ 8 ii Hi-i ir„,-,, w 2017, AND NO. 7019-2858110, EFFECTIVE DATE APRIL 28, 2017 BY FIRST AMERICAN TITLE N 0 ' . '.':!'ate u:' . : � '."' i GV v ,w ...•+,,. •!: . ' -,....'.:,..•.i.''9•• !... . i 513 :QkU '''.' Y' .ice �.!..':. HU u'�o L .,�, a .•$.0191:171342: $Y Ia- "``i-a-- .old �a�B::.... •.'4:. •tPB; ..•fl� 6 ,; ,� Hu COMPANY OF OREGON. 'in ICV ,' '_':�:., _� . . 5 . o r40r "E tri Q1 / Q1 o - I Q�'Il�. :... -. -_ -o �L n e �..��� �, , -.2.' , MPEG o ro 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE 2U.00 1 m 00 r 4� 4" i +� - lo J - •• , a" 15 _ ,I �'} 4. 17. M 'Y 4 , �. ' / ,,, MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF Do >� / 1 \ • { ' • _,�, 'z lrf ,* A./ __ - --• / S 89'07'36" E 120.9 / UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) „Ir. .l.i / - / / / PRIOR TO CONSTRUCTION. /15' PROPOSEDWATER // .. f 18" - / / EASEMENT 1 �1�2- � i _ il 1--=' ' / �w-' EASEMENT I "-' 1 // / / - RIGHT-OF-WAY DEDICATION // / • DDC. NO.2007-117141 / / c 3 E" I c° / � / // �.. _ - CAB. TRAFFIC _ ` - - 7 ' / // // // s�}61. 0JB B -160- - 1aJB - / , / V LEGEND: m. N 1 / / / / / / ! /� :'/ r///////�'. I////////,1 BUILDING OUTLINE WITH DOOR t/ / / // / ;,;.�, • ` %JB CI V I CONCRETE SURFACE l / / . ..... ICV / 759 1 I.::..:..••.. -- . ASPHALT SURFACE 1 00 / / / rod, \ G//////////////////////I///I////�1 WALL I // // :r,; +¢ / 11 \y BUILDING OVERHANG I RASS FIEL / _ CURB LINE I i / / // / / j' `.'• • -rw EDGE OF ASPHALT 7 / / / ::,.... / cRIGHT-OF-WAY LINE �U 3 / / / / 9u SBLa..l L / / // / / col 14540 3 - - LOT LINE LINE 4 W I \c,`� / ,: . 4: ,a �o.� -- - 4 E / / / --r. / N \D / oOC PROPERTY LINE g5 / / • • E ELECTRICAL LINE Wi C NO sa_357 / /�61i // 8" "sem .,,y,••.'•.•.;•.' .` '1 a T TELECOMMUNICATIONS LINE LL-1 / 00 i :' " , / .• . �"so SD STORM LINE cr, eIII. / STORM TABLE: SANITARY TABLE }w ' i / , �..•: ss SANITARY SEWER LINE /--- -- -- / Z m / /o : ''t / O CURB INLET 11 CURB INLET n SANITARY MANHOLE w WATER LINE _ I IC r i / 7 / RIM = 165.63' RIM = 158.81' ` / RIM = 162.45' ' 8" �«r '•'•.,:.•.�.- � G GAS LINE J ' / i / / * so y---- ICV(3) \ FLOW LINE = 165.05' FLOW LINE = 158.05' IE 10" IN (E) = 154.80' L -1f I / / / // / " ,7‘.4'.,-..`. ,"� l � IE 12 IN (N) = 161.23' IE 12" IN (N) = 154.11' IE 10" IN (W) = 154.45' OHU OVERHEAD UTILITY LINES / / i ` N IE 12" IN (S) = 161.23' IE 12" IN (SW) = 154.11' I C,� / 4 .; :.`./ �� !� IE 10" OUT (N) = [ ] UNDERGROUND LINE PER AS-GUILTS / / 7 / o IE 12" IN (W) = 161.08' IE 15" OUT (5) = 153.96' 154.35' SIGN / // / / o / bio If ;' ..' :": - / 11 IE 12" OUT (E) = 161.08' CURB INLET n E: �� ��. oo / / 1Cf' / � / � o�". 12 \ / SANITARY MANHOLE � v DOUBLE POST SIGN �/ r- / 7 / :-.- -159- r � � O CURB INLET RIM = 162.92' \ / RIM = 162.88' B BOLLARD I i /7 / / �J� 7 f+ , �O // ,2"Sp ` �J #1 D `. 7 39" RIM = 165.76' FLOW LINE = 162.57' IE 8" IN (NW) = 15$.53' FP FLAG POLE - �." f / / . Q / �� 6 °a�l�•' / FLOW LINE = 165.02' IE 12" IN (SE} = 157.32' IE 6" IN {W} = 158.53' / I / / ° �" C3 SD !!! 6 p' IE 12" IN NW 162.11' IE 12" IN (SW) 155.72' D W DRIVEWAY ENTRY 0 / 8° •�..... .. �. CGS � �2" S titi. ( ) _ = IE6" IN {w} = 158.18' / o / / ���.•ti. _' . l�, IE 12" O (S = 161.96'.91IE 12" OUT (NE) = 155.42' IE 8" OUT (S) = 158.18' HCR HANDICAP RAMP a , lo' // // ' , / -1." . �* 1�,5� so IE 12" OUT {S) = 161.91' � - I ff •/ �•aa;. •••f / 13 CATCH BASIN O SANITARY MANHOLE �D BIKE RACK o - / / : : / . ' O CATCH BASIN RIM = 161.71' * RIM = 165.65' =MB MAILBOX = o / / o/ ;f•�� �.::l;`� ' // _ "•� RIM = 164.39' IE 12" OUT (NW) = 157.81' IE 8" IN N = 159.75' O ii � z � , /�0" y'r' "• { IE 12" OUT N = 162.69' ( ) RD ROOF DRAIN s z D [ / .. '12 / • 14 CATCH BASIN 159.42' ;' 0JB ELECTRICAL JUNCTION BOX +-+ / �, 50 4 STORM MANHOLE RIM = 163.56' 1 . OUT (SE) = V • Q z IF I / / . '1 • 2"5O i0 / ':t E 0 ELECTRICAL METER }+ o / r",.-:, �. .:". + RIM = 164,16' IE 12" OUT (NE) = 158.76' SANITARY MANHOLE •i CU Y 1 FO IE 12" IN {5) = 160.66' RIM = 165.50' #• EEC ELECTRICAL CABINET N / A•/.: .w• •,''�: So - dG IE CURB INLET o W $ l 8" yam, ;. ... , 2 IE 6" IN (W) = 161.50' EVLT ELECTRICAL VAULT / .�n.,. �o „ 01 N IE 12" IN (W) = 160.61' 1 RIM = 163.95' IE 6" IN W = 161.50' 0 °7 * e FLOW LINE = 163.32 { } GUY ANCHOR _ .� / / ��- ", / 0. I g IE 12" OUT (E) = 160.56' IE 6" OUT (E) = 161,30' 0-0 OVERHEAD LIGHT 0 (a .0' 'r 'JB / ;,- / o IE 12 IN {SW) = 156.55' IE 6" IN E = 161.30 sa: / 5 CURB INLET IE 12" IN (NW) = 156.55' 3 / r l ' ' e • +* fr� 'Cr g RIM = 164.74' lE 12" OUT (NE) = 156.45' SANITARY MANHOLE POWER POLE/OVERHEAD LIGHT L IX FLOW LONE ( 163.54' RIM T 1Y MA LUMINAIRE W / / 7 IE 12" OUT (N) = 161.34' 16 STORM MANHOLE IE 6" IN (W) = 160.58' POWER POLE 2 5� , � r��iy•' rsl • " r >a / • 4 O RIM = 158.77' E a:, IE 6" IN (E) = 160.64' {� ® - a At *aP 1 O CURB INLET !# 8"� IN (E) = 153.12' IE 8" OUT (S) = 160.54' G m GAS METER ,� N RIM = 164.56' OE 12 OUT 5 152.97' r+ FLOW LINE = 163.90' CQ co GV GAS VALVE :, oylior, 1n� ( ) O CATCH BASIN ), (S� SANITARY MANHOLE WITH STRUCTURECO �� _ IE 10" ON N = 161.16' 17 (� T t+� IE 12" OUT (S) = 161.01' RIM = 160.15' 0 ct f 4 w ( ) `D./ STORM MANHOLE WITH STRUCTURE 12 IE 4" OUT E = 158.75' E p'/ j "� o O STORM MANHOLE ® CATCH BASIN/AREA DRAIN O I I / ie i ib RIM = 162.66' 18 CATCH BASIN (SUMP TYPE) ID L1 ' Q / GFclilliiipt ,, IE 12" IN (SW) = 159.11' RIM = 170.06' nervi CURB INLET s O L„ I_ = 15' PROPOSED WATER �'� 1E 12" IN (W) 159.11' IE 4" OUT (N) = 168.86' , = 0 0 SANITARY/STORM STRUCTURE # al M 3\ - �' W EASEMENT 10 IE 12" IN (N) = 159.01' (13 �� f ��SN IE 12" OUT (E) = 158.86' 19 CATCH BASIN (SUMP TYPE) T TELECOMMUNICATIONS MANHOLE ❑ va T ' 1 RIM = 170.18' I �3° Q'' g- CATCH BASIN WATER LEVEL = 168.83'- PES TELECOMMUNICATIONS RISER RIM = 162.13' PEDESTRIAN SIGNAL PEDESTAL ;1IE 12" OUT (NE) = 159.43' 0 SB TRAFFIC SIGNAL BOX 20 CATCH BA51N 13 NGRc,..--, RIM = 166.71' 0 3/A,, /-� Gv \ ; P - 9 CURB INLET 1E 4" 1N (NW) = 165.61' PEDESTRIAN CONTROL SIGNAL ARM G II vRIM = 163.22' IF 4" OUT (E) = 165.31' o+ - • TRAFFIC CONTROL SIGNAL ARM �� • • �, I FLOW LINE(N) 16259.57 21 CURB INLET i E TSP TRAFFIC SIGNAL POLE ' b "''a •' ' 1 IE 12" OUT (S) = 159.57' RIM = 172.25' f IE 12" IN (N) = 168.30' W 0 WATER METER 3 10 CATCH BASIN IE 12" OUT (E) = 168.25' N WATER VALVE :'GP+ N RIM = 157.90' c, I IE 8" IN (NW) = 155.15' 22 STORM MANHOLE FIRE HYDRANT IE 12" OUT (S) = 154.75' RIM = 166.82' A FIRE DEPARTMENT CONNECT -� IE 12" IN (N) = 158.42' 1 ll r :z) 1 IE 12" OUT (SE) = 158.32' HB HOSE BIB 2 lI I ICV IRRIGATION CONTROL VALVE ti o I ❑ICR IRRIGATION CONTROL RISER v ,o I DECIDUOUS TREE m p' „ PROJECT CO\ TR O L: -PERIMETER REPRESENTS DRIPLINE = N 89°41 51 E Q ' CONIFEROUS TREE + STATION DESCRIPTION NORTHING EASTING ELEVATION 20.00 -PERIMETER REPRESENTS DRIPLINE -15 1 1-1/8" BRASS CAP "KPFF CONTROL" 128959.96 325912.13 158.73' HOOP BASKETBALL HOOP c~n I 1 2 1-1/8" BRASS CAP "KPFF CONTROL" 129119.81 325595.0 166.63' • MONUMENT IX I 1 ----- A#1 PROJECT CONTROL POINT I I oI Uo7 �� - - - - - I N 89'48'38" E 119 17:- I I MARK DATE DESCRIPTION o /0 - I 1 e Issued: 8/28/2017 i I- Scale: AS NOTED 0_ 0 U a) C 0 1 o +' 0 0 Copyright 16013 Ca 1 .5:., 1 PERMIT SET 1 _a 17- ''71- SCALE 1 INCH = 20 FEET EXISTING CONDITIONS �N � PLAN - EAST o In ,_,; 20 0 20 40 C \6".c0m N-- 0 `0 Z C 2 • 1 o . Lt cT_ 50 1 40 30 1 20 10 1 0 50 1 40 1 30 20 I 0 1 0 6 6 BORA _ Bora Architects, Inc. ,„ `1� yo' SHEET NOTES 720 SW Washington, Suite 800 / � °HU °H& sQ D tiff Portland, Oregon 97205 z.) 1. EXISTING CONDITIONS SHOWS ARE BASED ON SURVEY PREPARED BY KPFF 9 ° IN JULY 2017. FIELD VERIFY EXISTING CONDITIONS PRIOR TO 503.226.1575 oyU l o CONSTRUCTION. CONTRACTOR TO WALK PROJECT SITE WITH OWNER PRIOR yG oyU o�� TO CONSTRUCTION TO VERIFY DEMOLITION LIMITS. TEMPORARY EGRESS www.bora.co SW DURHAM ROAD L=58.79 o PATHS, FENCE LOCATION FOR CONSTRUCTION LIMITS, AND TO VERIFY R=2864.79' J - --- ♦= BEAKING a>-t, Ce�'1'I CC3,-, SALVAGE ITEMS. �`� CMD=N89'4?`53 W 1— 1 1 — ' — \ — /, L — PER OCRS (PORTLAND ZONE) �yft 58.79 0 - 2. FOR TREE PROTECTION, SEE LANDSCAPE PLANS. 'Tiff- ` 1 1 \ \ o S 89'41'51" W 1264.47' _ t _ / :.0 3. ITEMS WITHIN THE DEMOLITION LIMITS INDICATED SHALL BE REMOVED / / / �/ // oaJ / 4./ // 6� N off v UNLESS OTHERWISE INDICATED. THIS INCLUDES CURB, PAVEMENT, TREES, ^v ^�, �/ ., �,10 ��� - �6� .\c oy� o SHRUBS, AND UTILITIES. /^ /^ riR �N _.. / _ // . , / i� �qv 4. CONTRACTOR TO FENCE OFF CONSTRUCTION AREA PRIOR TO ,/ / / J __ / / 1 9� '"'' . .. . . . ..: 2r�p-. . � ':::. .. �� VEHICLE 111 2500 �.., 1�,� ..:1. 1•- - _ �"� - 1 °S ' '=i I... ..1 E? �' .:, / „�. 'Sp:- -•`' :.1' ° �, 1 .•_ :• -- Portland, .,: .- •-a.•, •;;•:•••..•>-_,�•:;•1 ...,. .. .,,., ., .. ;. D � � ., ,. _�.y'•''.: ; .• ; ,I SIGNAGEOANIDNEGREDSSRPATHS TO ENSURE MARKEDTHAT PEDESTRIANSANDortand, oR9720e s . IJ1 P 4 `y\ ♦ .. • •• •' Z.: i• ., s•if •.a. .� ..,,. 4, ,!.-.. y .. a ,y.... .... .i• •• T :1 x y•',r •' ::.•.... •T . . • + 1-. „ . ...• w: 4 1 .r d: 503.227.3251 _ ""��..:. _�. + •. . . _ �, `. - • - VEHICLES CAN ACCESS DURHAM ELEMENTARY SCHOOL AND DURHAM F: 503.274.4681 y - ' • 1 "W - 12' '__ 1 Lz ' ~�-- 12'w• i`. • "� -- 'W _�,7=hN' '/• •` 12'W •y 1 w �i�RSPEED X12 ,/ 'W Alba: 7•. •1 BEGIN R EDUCATION CENTER DURING CONSTRUCTION. TRAFFIC CONTROL PLANS www.kDffLOm OHU �•' `� , D, -B B %/ B -B- _-9 : ��-7 8 B B ` ' 3 p=0°45'45" 3"1:?` iz W , SHALL BE PROVIDED A MINIMUM OF 15 DAYS PRIOR TO THE START OF 5 I 3 - - -' 1 G.� p / o 0 p p O 0 ///'/ -+=..� / •'. ° 1 ri N 40 45 E i- '7 .; � � \ , � � /0� // / HD=N$9 5517 CONSTRUCTION TO THE OWNER FOR APPROVAL. I ( %q'� ��' 5 89"41'51" w - ., .,/// oy C - J / 191 — �7.� Il• MI NM I. - 0� 1 �.. '1 1 7. /%% co !L+ ;,, on 0 5. CONTRACTOR SHALL WALK PROJECT SITE WITH OWNER AND/OR OWNER'S tel. i ' `A#47 ' I //' 's l /.,/ ^ ° , " °1 "a1 ib v REPRESENTATIVE PRIOR TO DEMOLITION TO VERIFY SALVAGE ITEMS. ITEMS 1 `� ,1 -I �e _ ' / '�R1iP 6 �/ 14 WM /! .. . p .ri LN$9 40 E rn _ i �.� la- ii y ' CENTER .jam 0�0 24.00 1 " oo TO BE SALVAGED SHALL BE CATALOGED, PHOTOGRAPHED, REMOVED, AND 0 l . ��, N //,', j��/ o I o I 3 STORED IN A LOCATION INDICATED BY OWNER. 1 �� ti ,/'/,. LAWN o //'i/' iy'ir/� /��//� /' //' i /r/ i A ,\ • 1 LAWN 1, %/�'. tiG ./ /////.//j/71(////////////7// // // I /`%/ •ii /4" I LAWN F.r //- • /// // /./ // //////////// / // // / / / / / /////// ////////' ////////./�" 1 / r // //. O KEY NOTES •• //•- // / . i// // ii/ /// // // /. • ' r.' � .;,./././///// a \ y oy /// • .3 ///j//j/////�/ . //• �///�/////// //.k / . ` / S rn e �+ //////. .///.... ,• /•/ ////%/ -• ,/• � ki, // / � 1 REMOVE EXISTING CATCH BASIN AND CAP 5' OUTSIDE DEMOLITION LIMITS. INSTALL // .'/A R \ r �� .// //. / 4,• /:../7/ /v///////0/./. /, \ /// j/ / // , PLUG PER DETAIL 3 C8.1. ti .. /7/ ;/// /// // /I ///////// /i it / Ii I \ T. /r // // " 4�_ ~y/I 1 //// /%/ 4 1 // /// 2 EXISTING STEPS AND PORCH TO REMAIN. PROTECT DURING CONSTRUCTION. Q ///////////// // / ////////// / / / // / // 3 EXISTING BUILDING TO REMAIN. COORDINATE TEMPORARY ACCESS AND MAINTAIN \-:‘.\‘‘.: � Ss/ Ir r C. RD � // //. /, �- /..// ///////./././ / / ,�' / QED PROFF I L — L — / / /. i/ /./ /�/ / // I r� oy, I / / r I� _.. Li VIII i / /.// /.// /// / / i / // // // / // // UTILITY SERVICE TO FACILITY DURING CONSTRUCTION UNLESS WRITTEN �,� I . „ / I f/////////'.,%�- D` // p ///////////// -` / // .////////// 1 ///J./0/ / / F 9 f I /�/�..//////�� � %/�' -'///////;' // . -/////,' /% j% ���;,%/ /././1./ SHUTDOWN ON IS PROVIDED BY OWNER FOR TEMPORARY SERVICE OR UTILITY e- � � � PLAY YARD / / \ ip /. / . / / // // /. ��72303 ,y 9 1 I U I // >> / �� // /./ // / / ///// • • // /// // /7 A / V fi� o L w'uG- L 11, Q-.. ` O / I ./ 4 // /// /r. /y/ / / // /// // / / / I /// y 4 1 I I �' I %� %/�%/./�%/.//i /''+� �� ./;///;//A.//f /�, .1:4/////. /. 4 EXISTING PLAY YARD TO REMAIN. OREGON iii '1 " O i k y I / 044 /r-////// • .// • - ///////Y./. Ji. `i* / 1- ..,q oo�. s HISTORIC DURHAM CENTER I �/ // /./ .//;./ i // // P ;/////"/ 5 EXISTING WALKWAY BETWEEN EXISTING BUILDINGS TO REMAIN. 9, H. �3 t �,P Q \ � I3 � //j j/i/�/////////j/ :��. ' / ,;� ;�� j///j/ /j/ // � j/ // fi REROUTESTORM DRAIN LINE TO ACCOMMODATE NEW BUILDING. SEE UTLITY' 1 V ss :1,‘,eimETI-rz,./ / O / /./ /./ /. // **/ /./ /./ // /// //////.// PLAN FOR NEW LAYOUT./ ,i: f 1E / j//j//j j////// / ,. / . /%////. // / /j/. �,/ EXPIRATION DATE: t2/3Vzor�/GATE ,-r - �� T -- 'V.,� % r.� .././.;;;//;/.//://////:// /r//'j//�//j///' j/ 1�,� //,� .//5//;;;;/. /i /�/j/j j /% i 7 REMOVE EXISTING CURB CUT AND RAMP AND REPLACE WITH NEW CURB AND 4 , i - / / ./ • // '././- . ////// ///./� . // i /• •/ % %/ SIDEWALKE TO MATCH EXISTING. SEE SHEET C4.0 1 0R BE: 4 • �REE`ZEWAY� r /..•• d / / / ///////////////////, / // // / // // or _// / 4 //// •j//�//�/// / 1 / ,/ /./. / /- 1/ / /,/ .//, // // /j/ // / / E / V /// 8 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DROP OFF. SEE C4.0 FOR a / - - -L -- - -:- - / /. // / ///////x////- , ' :� i r- .// /./ LOCATION AND DIMENSIONS. /. / 1 / / / //. /f/ /r 1 / /./ // l • /. i/ /• /. / / /.// /./ / / i . ' A / 1 ' /1//// I. //// //r///. r. // /� / //./. ///////// . / // rtn•///i , I D / // // '! ////• // /// / // / /./ / / / - /. / / / I / /�/ // /// /// ///// ,// /// //-,.,, 2,/// ///% /,// ��./.7 jib/ 9 REMOVE EXISTING RAMP AND REPLACE WITH NEW CURB, CURB RAMP, AND / I e / /�/// //,/// //////�i////. / .:.44,41../7//////////41/1//• J/ /. j /// SIDEWALK TO MATCH EXISTING. SEE SHEET C4.0 FOR LOCATION AND LAYOUT. a / C° •',A / / ///////�` .////-////// ' , _� , //,/./ //./ , F Wim% ,/ 10 REMOVE EXISTING CURB AND CREATE CURB CUT TO ACCESS TRASH ENCLOSURE. / l 1 w/./04./.. ///. /.////' ,// //.//// ////. // / .// • . / // SEE SITE PLAN FOR LOCATION AND LAYOUT. : .•• / / 022" , / /�// / • r1r• /.r/ //// '/ /„/ / / // /// / / M///1/// L i 'a EI� I I ® . •'' // . :i % / I / /////////////// ///%%/%%//G/ /� / '• ���% / o EXISTING SANITARY SEWER LINE TO REMAIN. / �3 1 �ti1 z J. ////t'tI ail c>w / /, , //. . . /. /j j/j jj �jj/./�j ./ W// ® , - - - - - � , / j//// // / // // / , /// // /// , ti r . ,,W, /. j 12 REMOVE EXISTING STORM STRUCTURE AND LINE. REPLACE WITH MANHOLE AND i / ...� �y / i/. // • ' roti. //////..1/" ://////1- ///. 7�/ / �� /// / // op, �•I ft/�;//. / REROUTE STORM SEWER LINE. SEE STORM PLAN FOR LAYOUT AND LOCATION. . / /////. /r. . 4 / r /� r./ j/- /./ jjj/ ` .� \ /. / //. / . / ////./• /` ///. // // / / /// j /, ,i / j 1 41) Alt ./ I//////////////77////// / ////////// / //////f/' ,// j • EXISTING WATER LINE TO REMAIN. �///. ,/ ( .. P •. / // //.///.////.///.////./ //.///./•//- . //%l // % Orr'/ 1, •-i Z//./• .// E, ■ R( a I / fo; //1111/11.4"//Mil ° / //,/ i a°.////�////////////////// ///j •• //////// /i- • J%// /./ 14 EXISTING POWER LINE TO REMAIN. 0 i / A C / 0 141 / / / , , / / // / / / /_/ / // / / / / /. /// / /•' /.,/ ./ d a / j 1 / / /////j// j// ///.2 //i.e./it. /. ,// / /. //////./7//////z.///// / %/ - . S/./ /// ` 15 EXISTING PHONE LINE TO REMAIN. / / 1 I ,,r ////// /,/ ,///////,/rj/; /2Y//1//////16471///1//////// ////1.//////////// 1 • 1/.. //// / / /// /G/7 .,, /////.// // r, `; j/ /• / 1 �� V//////////// / / // // // /.// ' % /. /. .//%/.l r �'' ,1 '//./10// 16 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DRIVEWAY. SEE SITE PLAN FOR �, 4, 2 STORY WOOD& LA41�N I . P 5 '.. V/ / / //7 //�j//j//�• ///j///j//////////j///j/.///�// . // /. ///. / , a CONCRETE BUILDING ✓/ / / / / / /. / / // �!� ///// /. - -•<(';'/-//0 0 ��, 1 �� •%/•///////.// ///r/////%//////////�//////// i%/•/% ///// • / / /' -' � . LAYOUT AND LOCATION. Iz / 0 �' III” - ',l .../,6// /. //////. t /// //./- // gi /./ //.r ,/./// j////1 = //I /// j / I // // 17 EXISTING SIDEWALK TO REMAIN (SEE SHEET NOTE 4). +-+ a Y / C " / ,/ / /, // // //// // /// /, //--- • . / I / // • • € I ///// • �i • • ,/ 11\o / , /////////////////////////// #77*/// • //. //j /// j/ �/// r* . / / j/ // 18 REMOVE EXISTING BENCH, • BIKE RACKS, AND BIKE SHELTER •� fl, %FF r I ••/ •////-////,////// ////// ///1/i/%/////-/ / -r t •/. // / /. /// ' 4.'. // / ww- 1%// ++ CI a co / 1 .� ' ' ' ' //, // / , //•17771/7/-/17/// .• 1 / / /. / / .• 1`,././//f.,./ ! ./ ;• . /// � 19 REMOVE BOLLARDS FOR TRASH ENCLOSURE ACCESS 5 TOTAL / / - // ,.//////////. /• /�/ //./ /// // // • -/ Oit` /, h�`� /. // //. • //71 j//1 // . /. '' , ( ) / i //. /// // //./ // // // // // / I /./ /. /. - /• / ' /�J // j// /• . . 4it ® / 1 ,+ /,�// j/ // //i ////1/17//////////./ / i - / t;./.1.,////../ // j/. //. / '/ f/. 20 SIDEWALK TO REMAIN SEE SHEET C4.0 FOR LOCATION. 3 / � :',. / ////./// // ./////1 /ejt / ////i /i // �t // • ////////////////11/0/////r /i/ / j/ /j/////// /�1./ ; / r 3 0 co I .'- }`' // ///f / , ,/ / •' / /■�i�/i ,/ / w• • //. / / i. 21 VERIFY WITH TTSD IF EXISTING BASKETBALL HOOPS ARE TO BE SALVAGED (SEE O Eli / / - 1 V, 4--- • . j/.// /// / //. /,////• �// ///jj//1///////z/// // 0/. :0/* /// , .- ibst �,V SHEET NOTE 5). / // /// //./ ////// /. // . ,j//////�// ///// - /j///2//j/ // ' .•13� 1. • '/ •.,: // / // // // // / / 9' // / ///1/1///////////////. ,/ // / // , "y �-+ 22 SAWCUT AND REMOVE PAVEMENT AND REPLACE WITH E EN i ,d a ..',..--/././././/////////////////./ j�//////// /// //, // /, j/ j/ /. /. / //. /- . P0, 0,'-1---01-4. ` 1 � LANDSCAPING. SEE LANDSCAPE PLANS FOR LOCATION AND DIMENSIONS. CO (� e.';., - / //////////////////////////////� / ,-////// /// // �/ // //pz , +� r. /, '///�///�// j//j///�///�//�j//�///j j////ji/' j//j / /f //i /� �1 //jj/ 23 APPROXIMATE LOCATION OF TTSD FIBER CONNECTION BETWEEN DURHAM CO = CA 7 �d d.- / I ' '/// ///////////////////////////////'\///./// /////z////. ////,/. /j/ / .4...W7,-.:...17-,-1�� �:� . / ///. ��2 _ ELEMENTARY SCHOOL AND DURHAM EDUCATION CENTER. THE CONNECTION IS CO Q / I / / // /, /�////./ ��//�� ///��j/x//////// - �/. //Q �r�1-41 '//' // LOCATED IN A CLOSET IN AN OFFICE NEAR THE BOTTOM OF STAIRS. M / ,� Iii 't'. :,'-///�//, / / Adak / � rq I // E. a CONTRACTOR TO VERIFY LOCATION AND HELD LOCATE LINE WITHIN THE SITE ma 0 / i AIL:.' ;/ ' " / ";l -. - •////////.///./ail/ % `'j / /_ // •.�. r'�11. ��� FROM THE ELEMENTARY SCHOOL. PROTECT EXISTING LINE DURING CONSTRUCTION. -in' i / / 1 �. 1 i, ,, /, // /./ /./ /. ,/./,/. . w f � 4 Al" Yr ,t� ' : • / / / // /. 24 RELOCATE EXISTING CATCH BASIN. SEE STORM PLAN FOR LAYOUT AND NEW MI M �Sam V) 15C ma- ,71 i ti i= 0 co i— I ;, , 0:1 ,,,, •„i'� �`\\,Ir., •�,I. . .,I,�;I;i) l% /./7j/./////��// . V . //// ///// !Y�/�% */r f-- i�I_ /� ��. �, LOCATION. I� G) 111l� c+�l t. ,r . / // ///// 20 / � / / , / . ' ift w O �+ , ////// / // / // `r"� /, ' ~ 1 � 4' 25 REMOVE EXISTING PLANTER BED AND SOIL. P ,714/././ //,/././//* / b� ,/• f 00 — ,/ 71 I1 26 EXISTING STORM DRAIN LINE TO REMAIN. !=- _ 4 , : - T _o �!./%//////././ // // `. 10" t_ ' 8"55 27EXISTINGPAVEMENT TEMAIN. )/ /./,/y .4e/ /. a"- —� � 1Q at �:� / /,� J1' co �lff / 1 5 8`t5 ' i U / - - >6* /- OA' V/� i .• s+�` 51 5S 6 55 D 6"S5 / - 1 U� 155 6°ss S \ -i I I d . . 4 d � SHEET LEGEND 63 I w • '\� // /j j/j/ ` / .,3, -;,•1 6' . ` ,— 6" / C�S r- ' eH'-.' , 1 //.///////. , / / E • ►ir ' . f - - PROPERTY LINE ID (,/ � + '//i /l' //// AF ------- +�"\. `" El ME WORK LIMITS (SHOWN OFFSET FOR 01 _ CLARITY ,. ,5. i w — / 9G�A 0 7" A'�• ,\ 0 ~ / 1 /•g , ��"� • •+ I o REMOVE OR ABANDON UTILITY LINE_ IT \ ---- •. ...,i / � h +1 i e / / / / / / / / / / / PLACE 2 • c�17 �� 1 ' '// I'B�• \ , + � ;;�� a c �3/ I I r° I TREE TO BE REMOVED I o / / / / F— B0 10' EXISTING SANITARY SEWER EASEMENT I s - 163 - - EXISTING GRADE CONTOUR d DOC. NO. 94081690 (DATED 09/06/94) ` b 7 11 �' 1/ / ,. '/ 71 HCR // ,/. //. / // O 11 j 1 1 I,0 - \,F d /r // /// // /// ///////j//////j// DEMOLITION LIMITS 1A ` 1 I 4' .. :;: I //%,•//%/i/,/i/,//% �--. ' I r _ , 5 4 1 ` _ 165 <1' //►a �. I I MARK DATE DESCRIPTION 0 / I I 1 — 1 Issued: 8/28/2017 f L o Scale: AS NOTED i 0 ADDENDUM 1 09/22/2017 I 0 0 0 N N O jCopyright 16013 Q. 0 co PERMIT SET O o_ .(1) 0) i � a SCALE 1 INCH = 20 FEET IV DEMOLITION PLAN - WEST Ung 2c 6,j x T 20 0 20 40 0:-.. 6- C7 ...----(2) zr_ C3 . 0 N o 'er 50 1 40 1 30 20 I 10 1 0 1 50 I 40 J 30 1 20 1 "; 0 1 0 6 6 BORA , . 1 I s, I SHEET NOTES 720Bora SWArchitectWashingtonInc. , Site 800 D 1. EXISTING CONDITIONS SHOWS ARE BASED ON SURVEY PREPARED BY KPFF Portland, Oregon 97205 TD IN JULY 2017. FIELD VERIFY EXISTING CONDITIONS PRIOR TO 503.226.1575 CONSTRUCTION. CONTRACTOR TO WALK PROJECT SITE WITH OWNER PRIOR 0 TO CONSTRUCTION TO VERIFY DEMOLITION LIMITS. TEMPORARY EGRESS www.bora.co N PATHS, FENCE LOCATION FOR CONSTRUCTION LIMITS, AND TO VERIFY SALVAGE ITEMS. 1 _. _ _ CrrrioN LINE zo OA", a --- – 4 – – – S 89'41'51" W 1386.69' 2. FOR TREE PROTECTION, SEE LANDSCAPE PLANS. ul S 89'07'36" E 405,29' a—_ 3. ITEMS WITHIN THE DEMOLITION LIMITS INDICATED SHALL BE REMOVED N ay 65"--- 1:'`I o . z UNLESS OTHERWISE INDICATED. THIS INCLUDES CURB, PAVEMENT, TREES, 1<pff SW DURHAM ROAD SHRUBS, AND UTILITIES. SW DUKHAN. . ._. ._ 3 `" l 2''' ti 10"55 g 10°'ss 1 J �+�� — — — '— -- `"' 4. CONTRACTOR TO FENCE OFF CONSTRUCTION AREA PRIOR TO _SII — o — CONSTRUCTION AND PROVIDE CLEARLY MARKED PEDESTRIAN AND VEHICLE 111 SW Ffth Ave. Su to 2500 D .. • .l7#' � 1.2I'S .N ,7y 12"SD —�D — 12"5- — — 12"SD 12"SD 11 SU iL SU 1[ 12"SD D� ii•77yy i i �•' R••-r :.' i;. � '. ?iY!7fJ`'_' .,. ... '. ._ - ) ,����� SIGNAGE AND EGRESS PATHS TO ENSURE THAT PEDESTRIANS AND Partland,dR 97204 .'. r.: ' _- 2"513 d: 503.227.3251 •. •`.:- `• 1•:• -: r Y''' ` ' `�' ' ' • '• =".. c- 17 - 12"5D VEHICLES CAN ACCESS DURHAM ELEMENTARY SCHOOL AND DURHAM F: 503.274.4681 W t y I "9V ,��7a 12"W 12"W 12"W _ J 12"VY r - J 12"W 12"W 12"W v �� 12"W 12"W� 12"SD www.kgff Com 12 W BEGIN RIp+fifTUR rt I? ., omi / a o�- // 12 SD EDUCATION CENTER DURING CONSTRUCTION. TRAFFIC CONTROL PLANS 5 N °44'45"E r -'.� �. — — lz"W 1 it W _ lz"w SHALL BE PROVIDED A MINIMUM OF 15 DAYS PRIOR TO THE START OF •..jos$.s• M 0 r A 1.1 ' . - _ 5 �''' ¢ +� / CONSTRUCTION TO THE OWNER APPROVAL R Va._1HU thi o, o � ' . !!. - �•�, • ' '";� ' SB 0 5. CONTRACTOR SHALL WALK PROJECT SITE WITH OWNER AND/OR OWNER'S °44' "E ,�» Q1 I "„ I a'� �� .. REPRESENTATIVE PRIOR TO DEMOLITION TO VERIFY SALVAGE ITEMS. ITEMS 20.00 �,– u op — — — o ° ° ...----)\.:: : 41% PED- � l _— o T TO BE SALVAGED SHALL BE CATALOGED, PHOTOGRAPHED, REMOVED, AND b I :. s" s 'f : " - - - / STORED IN A LOCATION INDICATED BY OWNER. J' ' . /././/- / j ,. : ti : :, •T J s 89'07'36" E 120. ' T , // , , ; .//j//j//�„/ //./1/%/ ��/,/117/1///17/1 �// j// /�, // /// /,, // //,.- 1/ / / . , ”r / / 1/1/' / i,///Y/ •/.// /./ //./ %/ //1//17///- / / //. /j////// / /j jj/. %//. '///.///// j%////� / " ////././7••.:.. . / / / /// //1 /j //j / /.••/j /. ' / // ///' // /// / //////1//////1./ //////;///////////1/////;:////// /////// /.///// •./ / ////;/////////%///%/// /// %/ /% /%, :,:.. / , /r / / / // /j/• )(////// 1///////////////// // /// /// ///'// /// //%// • ///.//////�/ j// //////` a . ._ – �. ia° / / . //////y. / // // /i //////////. // /// /i///i /// /////:::///////////. // // / / �� O KEY NOTES / /��/ �i/5}// ///�/ /././�/// ////// // /// / - j// // // ' /0 // / // /; / / /// //77/./././././////// ,/ ,:. ..• ��r' EASEMENT /r / + / / / // // // // // /// // /// /// // / /// /// /// /// // / / /././//y/. /.4:::,.i /. •/////////1//////2// / /`'//////// f ////// /// //./ // // //, // // /, // // / - // // / //�/� / / , RIGHT-OF-WAY DEDICATION // / �}/ / // 0/Ott/. / // // // /// // ////// /// ////////////////// /// /// ///. ////// /�/ / ` • Doc.No.zoos is7iai / / 3 REMOVE EXISTING CATCH BASIN AND CAP 5' OUTSIDE DEMOLITION LIMITS. INSTALL // II� ///� �//'//////// // //////////////////////////.//////// ///////�///////%///��//�//i�//�/.//� ./��/�:.._r� TRAFFIC / PLUG PER DETAIL 3/C8.1. // 24 / / /• •• / - /. /. //. / / //. / / // % % % // /• // /./. / /. //. /. , 'i.. . – 1/ / y /j//// ///'/j / // /// •• / . . / ///j- / . /.////. . ' / • / // // // // // // // /. - /�' // -' - CAB. 1////7-.'//.-: //////// .//////// ////////////////%////////// /// //% ////////////////////4///7//////-/ / / /////// . ' — m JB — — —160— — / �B i// ////2/// %/7/*/////// - // // /////////////////////////// ./././///j//////////////////////// %////j// �' '. / 2 EXISTING STEPS AND PORCH TO REMAIN. PROTECT DURING CONSTRUCTION. // /.////. �.-// //// ///////// //.////./ /./////////. ///////// // /////////j //./ //./ /. // //./' //. //./ //./. /1/..--...::./ t ,/,j/.� /�////j /// - // ' / /. � /j/./ ///j/./ //./ ///j/./ //./ /////./ /// /.//j/-////.//////%//j/./////j/.//j////.//j/.� ,: • / ill j 3 EXISTING BUILDING TO REMAIN. COORDINATE TEMPORARY ACCESS AND MAINTAIN <7 PROFFS y/ ''• ' � // /� - /�/�//�j/.////./ /////.////./j////�///%/./j%//%/.� %/.///�//j/.//%/.//% /%/.//%////1./%/.//j////.////. ./. ••:;•; � — •.,�B UTILITY SERVICE TO FACILITY DURING CONSTRUCTION UNLESS WRITTEN yro t N F oy / / ///// //• /, // / / // // // //• /////////; //-;///// / // / ./././////// ////////j/////// / / // / '///// - / • -• ': \ Icv 8�s l!CV AUTHORIZATION IS PROVIDED BY OWNER FOR TEMPORARY SERVICE OR UTILITY 72303 / /I/ // // 1//*/////////y//////y/t////////-/A/f-/ / / / / am // / � // / / // _ / Lk.o..,c,_____ (1),,\./33,_,‘,,c6_0_,--N / ;# /// / // / / / / //////////;/////*/////////////// / / % ,'•_? s SHUT DOWNS. ' //� ,/0 � /. 4.5%//////////// /. / / /./ /./ /// // /// / ' � . /./ // // // /// /� // // / / // / / / •,.:..•. • i• . 1 � 4 EXISTING PLAY YARD TO REMAIN. /. // i ' , �,//// ////////////.////. /// //. // • /./ // " '' /. /. /./ ' //. //. / /. // /./ /// /// /• i r F %/ / �Ott/40 /// // /0/0/./././././. // /// // /// / ` //0////////7/./.// /// /// /// %/ // // // // /// l \ OREGON /// / / ////// /// ////// ////////////////////0/0/.///1///1 "/• / ///// .////-/j///j/./ //-/j// //. ` y 5 EXISTING WALKWAY BETWEEN EXISTING BUILDINGS TO REMAIN. 17////' / ///; ///,// / -;//////////////////////////y.//////. / % ./-///././/////////////-/-/ / / // / / // /� //7, / / N 13 it i •// /. / // /. ./ /./ // /,// // /y ///./7/.,y-////y////,./y//7/////,///////,.////////y//////y/// // / // // // // /// // // '"� ����. c�I��� /// O //////////// / /./ //////////////// /// �/ / // / / // //1 / / / / / / •////- :i // I . 6 REROUTE STORM DRAIN LINE TO ACCOMMODATE NEW BUILDING. SEE UTILITY //� �,., /,/�// //�/// ///j/�////�///�//�//// ////�///�//////�///�%//�//��//� ././ 7///////////// /� /� /�/ /�/ �/ - / j PLAN FOR NEW LAYOUT. �r / / / / / / // //�/// // �1 � c,4 ! SB I EXPIRATION DATE: 12/31/2017 I // /' P / /7' / / // // /7/ //// // /./� //////////////////////////////.///////// ////� /.// 73 7 REMOVE EXISTING CURB CUT AND RAMP AND REPLACE WITH NEW CURB AND /. U ,//. , ///////o'/ •//// //. //' //. /// ////////////7/77//////////// ///////7////////. / / Q 1.05 // I �_ • // // // j/ / / / / j/ / j/ // // // // // //�7/ / / / . oo SIDEWALK TO MATCH EXISTING. SEE SHEET C4.0 FOR LOCATION. 4 / /' w ; //./A/ '////I ///////////.////////////,/////////////%%//// 06 //////./4///////// /////// / . `` °� 8 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DROP OFF. SEE C4.0 FOR . / '� /, . // :/y/// ./y////// /// //.////.////.///// ///// /////////////////////// / / a. . _ // / �// / ,-/ .//y//419, / / /� /// // // , I / ' a LOCATION AND DIMENSIONS. at,/ ///// /// %/ //1J-///////, / ///////%////////////////////////////////04././/////////././///.%/ �� t ,� 0 9 REMOVE EXISTING RAMP AND REPLACE WITH NEW CURB, CURB RAMP, AND " ,,w �I-/////%%//// / // /// // /// /// ///// / '/// // // /�/ / • // // 411111:' / / � / // / / / / // / / / // • ,: \ SIDEWALK TO MATCH EXISTING. SEE SHEET C4,0 FOR LOCATION AND LAYOUT. / , .. // 1/ / / .// /.// // // /// // // / / / / / / // / - / • •.•!-7-, . // -;1/-'/191/ ////' // // // / j/ // / / // // , / vitt/ J..7y/ / / // ///////, .///////////////;///////./// // 40 i a ., • 10 REMOVE EXISTING CURB AND CREATE CURB CUT TO ACCESS TRASH ENCLOSURE. -/. w , . -////////////////////*//,-////,/////,- ////////- / j/. /// /%/ /// 8„It'grf ,'* ;�'.•..;...... ,--, SEE SITE PLAN FOR LOCATION AND LAYOUT. L / /./ /./ / / /.//j/-/ /•///- // %/ /// /// ////// /./�// // .: ` 411-,.,), 1 11 EXISTING SANITARY SEWER LINE TO REMAIN. ,�/ ..--.� 'c // _/,/ // /// /• //,/j///j// /- / /j// /// // / i//j /j/ . / :. ...° . 4 / / / / / // / / \ N /. �;;:ti __ � T/'/2-5"//7/ /////2/.///////././//////////////4/1//////// / / / // // // // // k ;diii12 REMOVE EXISTING STORM STRUCTURE AND LINE. REPLACE WITH MANHOLE AND .+ // '� u /. / / /, . /, /fy/ /• Q / : _ — Geo o REROUTE STORM SEWER LIME. SEE STORM PLAN FOR LAYOUT AND LOCATION. H. /. /. / // // // //. // / / / y • -159- r / ��1% %— aT-� Q_ //%/ /// // ///*- // // /// /// //.' ' / CD � / ":.. / x ///1.;1, / // // /// // /// ////// /////////// / m f ' •` D° / i EXISTING WATER LINE TO REMAIN. /. • / /./ / /.// / • /// /./ � /• ./ / ". '>=- /:. •�� 6�'3 0' 14 EXISTING POWER LINE TO REMAIN. 0 / �x sp S ti'L• '/ o / / // • // • / / • / • / / • .? / \ s 15 EXISTING PHONE LINE TO REMAIN. �- I `4%/- . /. /// /// //•/,//.// / .4///ter /. . t'/ ' , �2„s / ' // . .• �/ // /// /•///.// ////////% % ./ /i'/� • A / �' 16 REMOVE EXISTING CURB AND SIDEWALK FOR NEW DRIVEWAY- SEE SITE PLAN FOR // / / • /./ / // • //• / / f ' , LAYOUT AND LOCATION. ///• /_ / ////// /// /, ///�//// •. // /fry• 4 Pp // m ' I t •O fr.; /. /./ / / /•/ // / // %/ / <:0; . *•. 0SID S 17 EXISTING SIDEWALK TO REMAIN SEE SHEET NOTE 4 . /// /. ./ /////.////� ////./ / >• .04,'$'.• >y iZ!.-7//� GC's / w ( �' �� '� = / //// ///////// '/ % '// � 'r ... `� �� _� '"'i{ Q' 18 REMOVE EXISTING BENCH, BIKE RACKS, AND BIKE SHELTER '� Ca / /r///./. ////. /// / / / ti/•//////'% . _ 1 a NO f� r /' ' '' / ` / // // / /'•AX`� / b 19 REMOVE BOLLARDS FOR TRASH ENCLOSURE ACCESS (5 TOTAL). N o U . : / opt . /// ///% // �' moi':i 9: !'”" - / •. / o7 • I b // ' • ;�/./j • /j/./� /:. ' ".'' /• o "' 20 SIDEWALK TO REMAIN - SEE SKEET C46 CO .0 FOR LOCATION. -0 3 /./.-7,• //. //it % / / ,� $ 21 VERIFY WITH TTSD IF EXISTING BASKETBALL HOOPS ARE TO BE SALVAGED (SEE 3 O O / • , r-alb fr,,if 1 EX i f J '.1' '�`" *" r r` - 1 = SHEET NOTE 5). V Lll ,,v , : o Cn '411"7 '''.4 O _ � ,`;roil.� 5i / - 1. �� 0 22 SAWCUT AND REMOVE PAVEMENT AND REPLACE WITH N � i � °; LANDSCAPING. SEE LANDSCAPE PLANS FOR LOCATION AND DIMENSIONS. fa _c CD N zz L ;77// / , el / N 23 APPROXIMATE LOCATION OF TTSD FIBER CONNECTION BETWEEN DURHAM • - J o7" I Ln ELEMENTARY SCHOOL AND DURHAM EDUCATION CENTER. THE CONNECTION IS — I , 1d LOCATED IN A CLOSET IN AN OFFICE NEAR THE BOTTOM OF STAIRS. = ,. rbc J W ,, CONTRACTOR TO VERIFY LOCATION AND FIELD LOCATE LINE WITHIN THE SITE I_ 0 / .. .i - FROM THE ELEMENTARY SCHOOL. PROTECT EXISTING LINE DURING CONSTRUCTION. io �' '^ J 4��� co 8 24 RELOCATE EXISTING CATCH BASIN. SEE STORM PLAN FOR LAYOUT AND NEW 6 L O co �� �`'� u+ I° cn LOCATION. CD .1 Ch — 1 is em �-. • I 25 REMOVE EXISTING PLANTER BED AND SOIL. CM 00 H 1 "' I '-_ R , 26 EXISTING STORM DRAIN LINE TO REMAIN. 1 ` a' a' �N o / 1C�1os" \.,:. aGP ° Ip . I - , E . - . �.� I SHEET LEGEND - - PROPERTY LINE , . GP .i . . . . . . WORK LIMITS (SHOWN OFFSET FOR ` I CLARITY) I � 2 I ti I 1 / / / / / / / / / / / . REMOVE OR ABANDON UTILITY LINE 1 N iN I PLACE 2 co0 U g i TREE TO BE REMOVED Qri _ N 8 ° E — - - 163 - — EXISTING GRADE CONTOUR ,� 20.00 //%/� ///' ///' //. o i �- ////////////////'/ / DEMOLITION LIMITS w Q 1 �– ,/. .,,/..i%/�i%��i/, 0 1 ,,_°-I —� Uoo — — — — — — — — — — I N 89'48'38" E 119.59' o I I MARK DATE DESCRIPTION 0 0 — I I i Issued: 8/28/2017 I- 0 EL Scale: AS NOTED 0 Q U U 1 o +. r -, Lo Copyright 16013 � m 1 1 PERMIT SET I a f` O 0 SCALE a �r 1 INCH = 20 FEET DEMOLITION PLAN - EAST o nno Ni o\_ %(V C'rj 20 0 20 40 jc0� U 1- / Q jug '- O d- i,: C3 . 1 50 I 40 30 1 20 I 10 0 1 50 I 40 1 30 I 20 1 1. 0 I 0 I 6 6 BORA _ _ Bora Architects, Inc. SHEET NOTES 720 SW Washington, Suite 800 D 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, UNLESS Portland, Oregon 97205 ® OTHERWISE NOTED. 503.226.1575 1 2. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL ON-SITE PEDESTRIAN PAVEMENT INFORMATION. www.bora.co L=58.79' - R=2864.79' 3. WORK WITHIN THE RIGHT-OF-WAY IS SHOWN FOR REFERENCE ONLY. a ur" BEARING --8_1 Itf,.53 CHD=N89'4?'S3"IN SEE PUBLIC IMPROVEMENTS PLANS FOR WORK IN THE PER OCRS (PORTLAND ZONE) - s 58.79 _ _ RIGHT-OF-WAY. T S 89.41'51" W 1264.47' 4. FOR PROJECT CONTROL, SEE SHEET C2.0 AND C2.1. 5. VERIFY BUILDING GRIDS WITH ARCHITECTURAL PLANS PRIOR TO SW DURHAM ROAD lcriff 0 CONSTRUCTION. 1 ' T S/W CORNER x KEY NOTES 111 SW Fifth Ave., Suite 2500 1 � � N 129119.46 � _.... _ � RN \ Portland,OR 97204 Umo ` E 325589.68 u 4 0: 503.227.3251 Z -r-v� deo _�r�,�• \ #2� lip 1 CONCRETE CURB Cg.a F: 503.274.4681 YOUR t=37.5 ' °�` www.koff.corn 1 �, SPEED p • • ` • R=2819.79' . Bad2 4" WIDE PARKING STRIPE ° .rV ,' B o B B B B B ° B B (a) ' • . . A 0=0"45'45" a g5 -� 1 ° ° ° ° ° ° =10.00'. HD=N89°55'17° 40 45 E 3 WHEEL STOP 6 5 - - / - - - 7iVçiui. / S 8941'51' W 23 7' - - - _ 37.53' W ' 100'in W ` GV 4 BIKE RACK - SEE LANDSCAPE PLANS L8 a n _ - -- - 1�Kaai' - LT-1 - - - fl r-1.V8�°4D'4 .. m Q, �� 5 ACCESSIBLE PARKING STALLS -r\ - - CEtiV R ® a 20.00 _�� �F� N/E CORNER J 1111 6 CURB END d : N 129070.24 I C8.0 A1' LAWN ® ® / 7 CURB SPILLWAY 1 �. � 1 El s.,--.,..LL, 325666.02 I C8.1 ��.�1�� LAWN , LAWN F 8 MATCH EXISTING CURB _ ;« , • BLDG GRID-9 Sc A- 7 LT-3 N 129053.68 9 CURB RAMP LT-2 E 325646.63 II C8.0 _________---->i , 0 'z . .4' 10 10 CONNECT TO EXISTING SIDEWALK � Nill L . AU � � .� • . � - _____ 4% LI • • • co evil (V I & 12 FENCE - SEE LANDSCAPE PLANS °- i?' - dP � e, �� P. • _ . ,;e: '4�•w. 5 11.71 6 13 TREE WELL - SEE LANDSCAPE PLANS FOR DETAIL AND LOCATION3 �,�Ea PROFFs A R.1-1-1 -1 � , - � 1 I -� ,� � ;It/�►`"���iP. .-" _i ' �� _...._4F-.-49:3 ;..1r.� _•_,� r � c,'� . 0 , ,,, ,, ,,„ • R. �� / �°� �1'"` Air 14 PROVIDE FLUSH CURB TO TRASH ENCLOSURE 0 /i-rr/////i ////// / 4 t • 'I. •,,.4, o 72303 3 PLAY N its" . - 8: . '•4.* FE 15 LIGHT POLE COORDINATES ARE TO CENTER OF LIGHT POLE YARD 0 I -- '}- CA . a;` • - : '- FOUNDATION. FOR FOUNDATION DETAIL SEE STRUCTURAL PLAN S501 L�ko- -- --- C`� �� - /1 �� I z I I � ,. � �� I".1111i1:1:: � AND ELECTRICAL PLAN FOR LIGHT POLE DETAILS.I iii UREGUN / �.� dei �4_ . : :' '. . ,�N zno` A' I' / HISTORIC DURHAM CENTER / • 16 TRENCH DRAIN - REFERENCE STORM DRAINAGE PLANS � is �P `s; / I / 16 12.00 I'Ili 6.00 I '. l %Q 0 t. iN�R. H� � ° ° o 17 WATER QUALITY FACILITY - REFERENCE STORM DRAINAGE PLANS C ';' % / jj lir . I ! .,k/:-/4' ' • 18 GATE - SEE LANDSCAPE PLANS FOR DETAIL EXPIRATION DATE: Isov GATE ,,..,,,,r �,-'G 21 «' ` ® - X/ _ .50 ] 33.41 19 CONNECT TO CONCRETE SLAB (SEE ARCH. PLANS FOR 4 BREEZEWAY I L - •I• • ' \ I LAYOUT). ALIGN SIDEWALK WITH EXTERIOR BUILDING DOOR AND 4 I .r�lI. �" .•.,\'.I. CONNECT TO NEW SIDEWALK AT DROP-OFF. r , G - _�, ..._ I - -10.95' .I LT-10 20 DRIVEWAY co8. J / 2 IID I / I -•*'- .� IT-. 21 COORDINATES PROVIDED TO INDICATE ANGLE AND LOCATION OF • / / / 4 ` -"'° TRASH ENCLOSURE. VERIFY DIMENSIONS WITH ARCHITECTURAL PLANS RD - I il d➢ M 18.50 PRIOR TO CONSTRUCTION. I / I �. / / o - I I I .� .` I• • ' 22 NEW RIGHT-OF-WAY LINE L �K{-4 ��`� I /1////,,/ // / o ....-. ` '.. :.-1 U 23 EXISTING RIGHT-OF-WAY LINE ® / oW L. • 1 r 24 SAWCUT LINE MINIMUM 1 FROM FACE OF EXISTING CURB. REPLACE 3 y C ''1� �� - • ' - • " : "y r•. -O w SAWCUT PAVEMENT WITH NEW PAVEMENT TO MATCH EXISTING UNLESS LT-4 . ,: I ' ' • •:_-V - .;I e L'. .? LT-9 I 15 LIGHT POLE OTHERWISE INDICATED. '7// , / 4 . .. .; ••••• 13 I. y I•: r I 25 PAD MOUNTED ELECTRICAL TRANSFORMER - SEE ELECTRICAL PLAN HEi RD - .__-52 -- -4-44- ' d _ , © FOR DETAILS AND STRUCTURAL PLAN FOR SLAB DETAILS. e = � • LOCATION TABLE C.) 10 , 1 ` :;w ,• . . . . i. o c!7 26 SEE LANDSCAPE PLANS T �' ` : 4. I • Z °' W ID NORTHING EASTING 27 SEE ARCHITECTURAL PLANS FOR DECKS, STAIRS, AND RAMPS. I 2-STORY WOOS LAWN 26 ..4'.. .. a' ' i 3 ,,� z `' & CONCRETE i .:.' N c� - INSTALL 6" OF " MINUS GRAVEL BELOW DECK AS INDICATED IN 0 I z BUILDING _� a 1 , r r: A __ �- " •• ►• . _ .•a ' •II • •o o z a J LT-1 129093.58 325588.97 ARCHITECTURAL PLANS. • E ', ' � SLY.,. . � �I'I PI oi,�� � �..I .� ., � F.z % '� R F . " I �`•i i 'I •"' - -. .:6 ' . " r ag N I v LT-2 129071.00 325628.28 28 REMOVABLE BOLLARDS - SEE LANDSCAPE PLANS FOR V w G / A "_ W I LOCATION AND LAYOUT. L co or / o� "' '" "' � I BLDG GRID-1 & F BLDG GRID-4 & F . •';•,• �� a Q LT-3 129070.69 325561.38 � +•+ d , RD LT-5 • co W '& N 128938 51 •�, a 29 MAINTAIN EXISTING CROSSING AND CONSTRUCT NEW CURB RAMP CO N 128939.11 C8.0 cci W W a E 325587.15 , 0 LT-4 128961.80 325479.96 (TYPE 1) FOR PEDESTRIAN ACCESS BETWEEN DURHAM EDUCATION - a ,� W W W W W I E 325511.03 7;1 • . CENTER AND DURHAM ELEMENTARY. ID / / I. l � ,1 LT-8 LT-5 128922.15 325475.28 3 * " 30 I I , 11-1 ' I 30 SEE ARCHITECTURAL PLAN FOR FENCED ENCLOSURE. 3 O "'a O _ 17 ,, W + I BLDG GRID-9 & H I LT-6 128872.05 325493.78 _C = // .1% ,� 4 . 4i ia BLDG GRID-1 & H 111 N 128899.60 •. , I m _ (� W / 0 w w ' W W •• '�' N 128898.88 1 E 325647.44 . .I` p • CURB LT 7 128875.48 325555.05 Cl, N I. / -� 41 10 , . w W �' E 325511.24 19 14', 10 E 325` LT-8 128915.29 325656.03 SHEET LEGEND •S E ,.0 CV /„... _, _ , wil 4'7-4 .M '�\- a - _a - - �i 8'_ AhlW i LT-9 128964.55 325655.74IC; Q1 t RD J t° ;'� 33.15' '. �.4 �- I - - PROPOSER PROPERTY LINE Cp CO 0 ce „ / o. _.1 el ��� /� I LT-10 129011.46 325655.38 - CENTERLINE = o HB •!#ii .,...:71 :....: :14:.:-.[.., •�7I .'.- . �._ IY4 . . • E ..:...1 • 1 . .. - :' • , Y I C10 v SAWCUT LINE L Z3 gli co : I III 1 Nitftth I° ��, ti- LT-6 I:I 4"I I { "„, . , .i. : - :-- • :-• �: _ '''. '�• • C8 • W PROPOSED BUILDING CO = 0,:r cy) �0 ID 1a lir ... ,&*,, ),i ,A 4)4\0 s s el e '' if' ASPHALT PAVEMENT.4 0 1 - R. 0 CO el ,Z _ I . . . .„ • irr C7 -- - \' o I ° 4 CD�� 1. :. : : . ' I CONCRETE SIDEWALK C8.a LAWN (11‘. - ,+ tc . �� - • m �• ti okikrwitt. 10CURVERADIUS TABLE a. •O , ��... ,. �o�° : CONCRETE VEHICLE PAVEMENT C8.0 Q , ,5; tSS SOA 1 m • _ - w ` "Op, % ACC BEGINNING BEGINNING TANGENT ENDING ENDING cn w CURB END n • CURVE # LENGTH RADIUS DELTA _ NORTHING EASTING DISTANCE NORTHING EASTING ~ ��,/ _ , __,, N 128861.09 �1 �I 1 LIGHTING °' /fr•/pf sA E 325550.31 �0m " OOu - ��,,� I 29F� o • C1 128836.26 325475.97 6.78 101.00 3 50 50 6.78 128836.51 325469.20 13Li a 'CURB END 8 - .N v COMPACT (G) COMPACT PARKING C8 0 � ° : C2 128836.26 325475.97 9.45' 4,00' 135'26'00" 7.40' 128842.89 325479.26 LN 128848.65 0 I STALL of a .� 8 CURB END E 325520.29 , l " fr z : 2 2 N 128836.51 ` y {(r C3 128836.25 325476.03 32.49' 60.00' 31'01'20" 32.09' 128842.45 325507.52 E 325469.20 1 /•8 '� II a--- I I C4 128845.50 325506.94 5.25' 4.00' 75'16'00" 4.88' 128844.57 325511.74 N o -...--"Th Q B 10' EXISTING SANITARY SEWER EASEMENT - - I C5 128848.65 325520.29 9.55' 240.00' 2'16'50" 9.55' 128844.54 325511.67 Q \ DOC. NO. 94081690 (DATED 09/06/94) i / (--0----___EXIST. / C6 128861.06 325550.24 7.39' 15.00' 2812'40" 7.31' 128865.29 325556.20 ~o 1I CURBj RAMP TO REMAIN I C7 128875.77 325568.18 8.44' 15.00' 32'13'10" 8.32' 128871.18 325561.23 ►� r A C8 128883.29 325600.43 8.61' 15.00' 32'53'10" 8.49' 128883.16 325591.94 a� - C9 128 81.27 325607.657.50' 128881.13 325615.14 8 7.58' 15.00' 28 56 30 MARK DATE DESCRIPTION o C10 128881.13 325615.14 64.37' 500.00' T22'30" 64.32' 128899.97 325676.64 - 1 • g Issued: 8/28/2017 Scale: AS NOTED o in it A ADDENDUM 1 09/22/2017 1 0 0 N CV c Copyright 16013 9T 1 1 r0:° PERMIT SET E �0 a _ 1 , 0. lkk SCALE 1 INCH = 20 FEET SITE PLAN - WEST U -0 & c. . 20 0 20 40 6 O ...----b• (N 0 a, o , C4 . O I 50 I 40 I 30 I 20 I 10 I 0 I I 50 1 40 I 30 I 20 I ; 0 I 0 6 6 BORA I P Bora Architects, Inc. SHEET NOTES 720 SW Washington, Suite 800 0 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, UNLESS Portland, Oregon 97205 1 7,7 ID OTHERWISE NOTED. 2. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL ON-SITE 503.226.1575 PEDESTRIAN PAVEMENT INFORMATION. www.bora.co ____ 43. WORK WITHIN THE RIGHT-OF-WAY IS SHOWN FOR REFERENCE ONLY. SEE PUBLIC IMPROVEMENTS PLANS FOR WORK IN THE . �r=rTlnr� LINE - - - _ S 89'41'51" W 1386.69' RIGHT-OF-WAY. - S 89'07'36" E 405.29' - - - - 4. FOR PROJECT CONTROL, SEE SHEET C2.0 AND C2.1. 1q3fil 5. VERIFY BUILDING GRIDS WITH ARCHITECTURAL PLANS PRIOR TO v' SW DURHAM ROAD CONSTRUCTION. T N `S i - - - - - - -FR . x KEY NOTES 111 SW Fifth Ave., Suite 2500 -` -73)-T--- ter- - C� Portland, OR 97204 T 3) - ©� 1 CONCRETE CURB O: 503.227.3251 F: 503.274.4681 BEGIN RIGHT TURN I) - 4" co8 LAH i 2 WIDE PARKING STRIPE www.knff com °40145"E r rr 5 �#flo5 E ` , I SB D - n - - 3 WHEEL STOP 6J _G -- � C8.0 W GV i.. - S 8907'36" E 242.74' { Is8 - - 58 o SB SBI 5s1tT8 4 BIKE RACK - SEE LANDSCAPE PLANS ��4fl'•Frre M �i � ICV o � r._ ,,,,,_.„ .� .o -� �.. .,.� 1M1 a IiEPE I}-ICRI I. 1 - G / _ � ,: 5 ACCESSIBLE PARKING STALLS C8.0 m ° r � 6 CURB END 5 � - � •,{tet °o' '*rf o" ( ••,� �* _ - ,n (' � ',1;r :' ~i+ s 89'07'36" E 120. p- C8.O �L / 7 CURB SPILLWAY 5 11II •�. A ® El � / C8.1 hi\ / 8 MATCH EXISTING CURBVo i 3 ('11 (c.:). ( Jo• ( J { ���' 411111"1t EAseI�IrNT 9 CURB RAMP co8. - RIGHT-OF-WAY 1 LT 13 LT-14 DEDICATION / 10 CONNECT TO EXISTING SIDEWALK -LT-11 TRAFFIC DOC. N0. 2007-117141 ', �.l, 11 BUILDING OVERHANG I CAB. , . . . . . . . . . . .. . .. .. .. . mJB 0 / IaJe 11- 12 FENCE - SEE LANDSCAPE PLANS L.r- ► 11.7.1 : : :LT-12 . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' . . .'.'. �: T 6GE. .... . . . . .:...:.:.:. ::: . ._.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:':' • •• :.:.'.:.:.:.:..:. .:.:.:..._. .:.:.,.:.:..1:. .:...,. • 13 TREE WELL - SEE LANDSCAPE PLANS FOR DETAIL AND LOCATION ���E0 PROF4cs�, . . . . . . . . . . . . . . . _ ®��� : : : : . : : : : : : . . . . . : . : : : : : : : . : : : : _ . . . . . . . . '.' ' ' ' ' ''.. �. .. . . . . . . . . . . . . . . .. . . .•. .�. . :':':': :':':':':':':':':': . : .. : : : . . - ICV 14 PROVIDE FLUSH CURB TO TRASH ENCLOSURE Oul `` 72303 1::- b, © © : . . . . . .. . . . .. . .. . . . . . . . . . . . . . . . L._ \ r ICV . . , . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . �� . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .: 15 LIGHT POLE COORDINATES ARE TO CENTER OF LIGHT POLE ,�Q; y! L• . . . . ,. '.'.'.'.'.'.'. ;: : : .: . ; .. . . .•. . . . . . . .•. . . . . . . . .L. . . . . . . . . . . . , . . ,. . . . . . . . .. . . . . . . .. .. . . . . . . . . . 8.00 FOUNDATION. FOR FOUNDATION DETAIL 5EE STRUCTURAL PLAN 5501 _ : : : : :: : 10.00 . 8 .. . . ®.:.:.:.:.:... ... . .:.:.: : .10.00 t.i8'::: : 8 : : 1D.Q4�: : - - AND ELECTRICAL PLAN FOR LIGHT POLE DETAILS. OREGON �'.Ad ._ _.'.� - . . . . . . rn ..! .TYP. .'.'.'.'.'.'.'. .'.'.'.'.'. .' Q _ _ . _ . . .'.'.'.'. .'.TYP. .. . nP. • • • • • • • • • • • • • • • • • • • • • • • • • • o _ :if?. N. 1•31.0`'. •• • • • • • • • • 16 TRENCH DRAIN - REFERENCE STORM DRAINAGE PLANS �q �P� �` ' 2. .,. ., • .'. ...'.'.'.'.'.'.'.'.'.-.'.'. . .. . . ......... . . . ..i...-_•....•...-_.•.•. •10.00 _8 .' '.'8 :':8 ':':'.' : 28.00 / o WATER QUALITY FACILITY - REFERENCE STORM DRAINAGE PLANS .TYP. .... ' . .. . - .. . • SB EXPIRATION DATE: 12/31/2017 . . . . . . . . . . . . . . . I I' �'F'• -- in 18 GATE - SEE LANDSCAPE PLANS FOR DETAIL r .. .-. . . . . . . . . ... . . . . . . . .. .: : :: : : : :: :: : : : LIGHT POLE 1. . . . . . . .:. �,.. . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . C. . . .G. C. . . . .' ao 15 33.41 ���-05 19 CONNECT TO CONCRETE SLAB (SEE ARCH. PLANS FOR 4 - ( -E . 6 . . . .'. . . . . . .'. . . . .:.: . ' o • . . . . . . . I.'. En r D N� LAYOUT}. ALIGN SIDEWALK WITH EXTERI% FBUILR DOOR AND 4 LOCATION TABLE CONNECT TOE . LT-1Q ©: . . . . � . .. . o . .. f . . . r . .'.'. 20 DRIVEWAY �I . . .. .. . -.4 ID NORTHING FASTING C8.0 • ® LT-15 { 21 COORDINATES PROVIDED TO INDICATE ANGLE AND LOCATION OF I LT-16 _ ' TRASH ENCLOSURE. VERIFY otop. Y DIMENSIONS WITH ARCHITECTURAL PLANS m I18.50' ,, : S0' . . . . * + + m + 4. v Yr W W W ' LT-11 129046.18 325677.98 PRIOR TO CONSTRUCTION. � .• . . . . . . r �\ f /` W i W W W W W W . w W o w W co I /� CV(3) 22 NEW RIGHT-OF-WAY LINE LLT-12 129068.66 325728.78 • 71- (.+ a. .. . . . . . . . . . \,�II1!/Jr•• w w w w w �,�,� LT-13 129069.00 325794.78 23 EXISTING RIGHT-OF-WAY LINE Cl.) I� W -,� o .y .� Q 411 _ LT-14 129069.35 325860.78 24 SAWCUT LINE MINIMUM 1' FROM FACE OF EXISTING CURB. REPLACE }, TO W m W/'''f�`�//4, ��W W * .1,_ SAWCUT PAVEMENT WITH NEW PAVEMENT TO MATCH EXISTING UNLESS C L-I .•..,,...•:......•:.:.........:.......:...:.:. W y'r� ' '' W ps i� ���� LT-15 128999.39 325855.28 OTHERWISE INDICATED. _ Iv - :'.': +-EDGE OF DRIVEWAY yg *+ , ti': /mSP D v., - - - N 128949.60 ,,,d , LT 16 128997.51 325795.31 25 PAD MOUNTED ELECTRICAL TRANSFORMER SEE ELECTRICAL PLAN © W ".•••••••••••-•••••••-•••••••-•••••-•---•-•••-•• E 325769.96 ''"/ . 56o�.yti� FOR DETAILS AND STRUCTURAL PLAN FOR SLAB DETAILS. U c1) :' , * / LT-17 128941.82 325727.44 ' 0 26 SEE LANDSCAPE PLANS d iw 7 N 128957.83 -. .-:':'. `*� '} • Z " 27 SEE ARCHITECTURAL PLANS FOR DECKS, STAIRS, AND RAMPS. Q�, z E 325766.12 :':':':'. 9 "' - LT-17\c) iof INSTALL 6" OF Y4" MINUS GRAVEL BELOW DECK AS INDICATED IN O I Z 'J - y . W W W 1 Z :_ 8 O4P111k / L - - - - ARCHITECTURAL PLANS. V G��j I 4. .� 28 REMOVABLE BOLLARDS SEE LANDSCAPE PLANS FOR Ca �� " 0 O CO iI. . ���� -�' ��. �,, ,' ' LOCATION AND LAYOUT. .WPM ai !Q 410 ��F �• ,___L_ FG=166.23-� f-+ I: INSTALL NEW TRAPPED CB- /LE TRASH ENCLOSURE 29 MAINTAIN EXISTING GROSSING AND CONSTRUCT NEW CURB RAMP C8 0 Cly Q / / N 128880.72 11/1 a •' ' 4 (TYPE 1) FOR PEDESTRIAN ACCESS BETWEEN DURHAM EDUCATION AND CONNECT TO SD LINE • ID E 325476.02 JB �� 2D K•� 11. ••I ICENTER AND DURHAM ELEMENTARY. {SEE SHEET C5.2 FOR LAYOUT} 166.5 d -- r3 4LT8 �m ,0 RIM=166.3 ° 4. a .' , . - - ,v - -� IT --r-:- O 03 I Alk----- IE=163.3 FOR TRASH ENCLOSURE LAYOUT �, I I ' 1 30 SEE ARCHITECTURAL PLAN FOR FENCED ENCLOSURE. 3 O O 8 0 f CONNECT FENCE TO TRASH `` L = ® ENCLOSURE. SEE LANDSCAPE --, SEE SHEET A453 AND STRUCTURAL I .1, • I . .1 I V W o CURB END 8 + PLANS FOR SLAB DETAIL _ _ J_ _L _1. 1 E • N 128899:97 • PLANS FOR FENCE DETAIL �\S l C N �� E 325676.64 - AND LAYOUT. - I SHEET LEGEND _ 166,5 � 0' . - CONNECT FACE OF CURB TO OUTSIDE Ri = al ' cx ° ti _ v EDGE OF TRASH INCLOSURE. VERIFY -- --• PROPOSED PROPERTY LINE Z3 0 I I FG=165.76 ' sb CONNECTION POINT AND CURB. END - " , i% .rte CURB PER DETAIL 5/C8.0 CENTERLINE I- = 0 .. i"r� 166.5 ' . a` i C10 �' _ - _ ♦ __ Q' -_- SAWCUT LINE _6 1 cn -I L L i7 �' ,�cR ►, ` V ' ` SEE ARCH. SHEET 453 FOR R3 0 " W TRASH ENCLOSURE I PROPOSED BUILDING d' • GP ® N 128865.74 • Or�r GATE AT TRASH ENCLOSURE _0 0 ,'0 °' 1 `� E 325459.02 �I . .:.' 4 ' Q . I ASPHALT PAVEMENT - CO �0m a a C8.0 � • a CONNECT FACE OF CURB TO OUTSIDE ` lle00,1 ` ;• y r Co 0E �' CONCRETE SIDEWALK C8.0 EDGE OF TRASH INCLOSURE. VERIFY • • .;• _.`' • : �J Io �cv� - ria,Itil, - - .. RVE RA TABLE CONNECTION POINT AND CURB. END ' ,�� i o CU RADIUS ._ drS; ,r CURB PER DETAIL 5/C8.0 /4111,' , . :: •,� CONCRETE-VEHICLE PAVEMENT �8 0CURVE BEGINNING BEGINNING LENGTH RADIUS DELTATANGENT ENDING ENDING 4 ,NORTHING EAST'ING DISTANCE NORTHING FASTING o GP e--n LIGHTING C11 128991.48 325716.91 12.60' 12.14' 59'26'00" 12.04' 128998.34 325707.01 a ,,,„„.0 °\I a• m 166 -, I © 13 C12 129044.27 325694.90 6.28' 4.00' 90'00'00" 5.66' 129048.29 325698.87 I I • . ,-- v COMPACT (C) COMPACT PARKING C8.0 STALL 2 I C13 129020.69 325755.15 24.08' 12.00' 114.57'50" 20.24' 129003.55 325744.39 _-- - --- - 2 4 C14 129016.76 325765.09 6.28' 4.00' 90'00'00" 5.66' 129020.73 325761.06 GI OD 111 0° C15 129048.70 325756.87 12.56' 4.00' 179'54'30" 8.00' 129048.76 325764.87 I C16 129049.16 325822.87 12.56' 4.00' 179'54'30" 8.00' 129049.23 325830.87 L J LLi C17 129017.22 325831.09 12.58' 4.00' 18011'00" 8.00' 129017.16 325823.09 TRASH INCLOSURE BLOW-UP 1C18 129021.53 325875.06 6.28' 4.00' 90'00'00" 5.66' 129017.50 325871.09 o SCALE: 1" = 10' 1 C19 129049.64 325890.86 6.28' 4.00' 90'00'00" 5.66' 129045.67 325894.89 o MARK DATE DESCRIPTION 0 0 - N Issued: 8/28/2017 H 0 i Scale: AS NOTED Q U N c v I E o L � ,_ o c 0 0 1 Copyright 16013 cin m 1 PERMIT SET I- E 10_ rm o `r rot.,,z- N a. - SCALE 1 INCH = 20 FEET SITE PLAN EAST jN6r6) ,....1k) 20 0 20 40 jc0 r----- 0 `V / O CV Z N 1 50 I 40 1 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 1 1o o i I 6 630RA i r i • e SW DURHAM ROAD . 3 T SHEET NOTE BoraWashington, Suite 800 1 _ - Portland, Oregon 97205 \ 1 / / � D -- - rp, -- - - 1. JOINTS INDICATED SHALL BE FIELD ADJUSTED AS REQUIRED TO " H `_, 503.226.1575 # _ I �__ _ ' S��^� _.� . #2 I, I ACCOMMODATE "AS CONSTRUCTED" CONDITIONS. 1 {II ° °1---Lr ? ° a N r 2. PROVIDE CONSTRUCTION JOINTS AS SPECIFIED. www.bora.co v / .� ° B o 0 0 (3_a.41) 0 0 ; ••• +. LIMIT OF WORK miu EVLT - \ ���! • s, `" •`C -GV X TR ° se 3. PROVIDE ISOLATION JOINTS AS SPECIFIED. e2A=' 7" _ ._. _ ' rte �-.. [ o ICV o --t .. _ 4. FOR ROAD DIMENSIONS - SEE SITE PLAN C2.0 AND C2.1. - 4111MI. !1 , MM. dmIN. . . 51A<Pff V \ e: , a 4111h.,,d ,.. lk ff �JOr {� 5. PROVIDE JOINTING AROUND FIXTURES PER DETAIL 1/C4.2. g_ * F� u0 •.., 1 lip 0 ''''3c7,00i %* -.•r, '' N (-44 111 SW Fifth Ave.,Suite 2500 / El O ( ; ( '; Portland,OR 97204 -• --- © �/ �„ X O: 503.227.3251 0-...„ © . . ••' �J �� KEY NOTE F: 503.274.4681 ` -,/: .1e' - www koff com 5 _ � �� ;IV7/4.:• --• •' •� :::::: T ISOLTION :: : 0KI o-, e. S. : • : :: .. . 2. T ISOLATION TRENCH DRAIN. Y.. � _ :-_-: N 3. CONSTRUCT EXPANSION JOINT i HB • • o // .-- i •• 4. INSTALL JOINTING IN CONCRETE VEHICLE AREA PER DETAILS 2, 3, AND r fir ... .. .. . ... .. .. . .... .. .. . . .. .: :':':':•:':•:•:':•:':• :•.•:•:':':•:':•. :. : ' ' . .'.. .. .. .•'. . . '•• .• 4/C4.2. SEE SHEETS C4.0 AND C4.1 FOR CONCRETE VEHICLE --).)_i �� PAVEMENT LIMITS) .. .. .. .. . . . .. .. .. . . .. .. . . .. .. .. .. .. . .. .. .. . --/ �� HISTORIC DURHAM CEN TER ar iii-Lr 1 /::::f T . . / ..., ., =�' rS� / . y,• 0 gr-4-6' . . .. . . . . . . . . . . . . .. . ... .. .. . .. . . ... . ... . . . . . . .. . ... . . .. . . .. . , . . . . . . . . .„ . . . . . . . . ` ' LEGEND G : TYP. :.-._a-,62 . • 0 .,. ...4; -;.i . . .. . .. .. .. .. .. . . . .. . .. . .. .. . . . . . .. ...... .. .. . ....... .. .. ... .. .. .... .. .. . . . . .. ... . .. .. ... . . .. . . .. .. .. . .. ..... . ... .... .. . .. .... .. ....... ..... .. .. .. . .. . . . .. . .. .. . . .. ... . . . . . . . . . .... .. .. .. .. ... . ... . .. .. . . . .' 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Q'Y --.:40,,,,....* y �� / '1a - • •y\. • •' p y/1,6))-- W • EXPIRATION DATE: 1I al • / ` • 4 4. .moi.•y < . .•.'.'.. .. .'.'.•.•.'.'.'.•.'.'.'.•.'.'. ,h f'11 h- - y �' �,' ' REINFORCING BARS = _ ~ 4 /// j / 1. © r"' ��°• ••:.t s • ° • • .............'.'..,.... . ... . .. .. .. ... ...'....... y �y • 'I ; ' PROVIDE TO HOLD ' ■■■■■ 4 HE 1, / ••_ ,.• .,.. ; •` © . . . . . . . . y y ♦ ♦ CRACKS TIGHT • ♦ ■� I/ . A, • ,.' • TYR �/- • A dl �1 ,, 1 c. �j • \: :i:::::::.:::::::.:.::::::::: .:ja /� ISOLATION2-STORY WOOD / ®& CON T V �' r � � . . 1 I CONCRETE 0 .t0 Z BUILDING J ..a n - . __• �f 0`' _ - SQUARE MANHOLE BOXOUT DIAGONAL MANHOLE BOXOUT Z s '. . . 4 : �r a • ,: '. • ICV . . . . . • .•. J y �, {Li 8 / / y y oij0000.0tif `ISOLATION JOINT/BOND ■�.■/ y y 4.• I\ m�e / BREAKER AROUND ® / y . . Y A:. �///��� PERIMETER - lai a) .., . .., .. ., _ _ _ _ _C_IL 4, 4, ,.. '4...: ' F 0 0 0 : iiiiil 111W 0 sf / i ,, y y y y r • . .. © - .� NO BOXOUT OR // / y N1, .. ; •log ISOLATION JOINT � ';. r NECESSARY -...--, j �- - r0 y,,, �! ' .•�: 10 ► Q MANHOLE (NO BOXOUT) TELESCOPING MANHOLE I, . .... .,,. .... , / / 6' TYP. {{ CI gpi ,„ +5 •_. ca , • : : 1 HB / •:� JAL J �: . .':• 1 •.;. - "'' logli: -.- '. 1 ���011". �Jco o__./ // ,4L" f L 4-- r�..._n. +7` O �a ,ac''' •._. _ _ _ - _ _ _ - i II ® , r.�, i .I •� 1. 11.E - . -,.�5` � . 3 a 3 ° co I '. :A: _ ____ -1,4114, c.) . \ : .... ,,, , 1 de 4it ----<" - - _c ui ix i :__, ISOLATION 1 ft / ` '\ ).....' OINT I ISOLATION JOINT CO N �. -Si . E N AlJr 144 \ , r 1 lii- al ieip ;S; 5 RO \S_,/ joh.,... 03 (o o ce �� ,.,, , b4 if 409' CCtiS ROUND INLET BOXOUT SQUARE INLET (NO BOXOUT) = 44 I il I I 7iiiic"I I I I I I W . A ,_,-- _ • __ _ -6 i... cn -ci -A (...ii / I '`�� ,� JOINT SEALANT SEE NOTE I . CA m a? 1/8" TO 1/4"---1r- TOOLED OR STRUCTURE ° I I - G •- 00 .--, %"� - D/3 SAWCUT JOINT �, ° D D °p I CI " FIBER , JOINT SEALANT .' •� D° • t�: I °- a - EXPANSION BOARD JOINT SEALER 8. • • • � ;` 4° ISOLATION JOINT D : A p4 •' ^ f • • ° ' A p p WITH BACKER ROD / d.. , R=Y4" A FILLER D I '` - - - ■ . ■ - - - ■ ■ •. �` (TYP.) D p. . Ap A ° fl D . DRAINAGE STRUCTURE .':, ' - • 4 , °, p p p'° D ° ° • :a : . ..• �.� MANHOLE, FOOTING OR .. ,.a 4 ° ° ° ■ ■ //y D ° SIDEWALK/ DRIVEWAY " ' .a 4 '. , .. . . b` CONTRACTION JOINT 1/2 J Is. NOTE: %14" X 14" SMOOTH DOWEL 0 12" O.C. ISOLATION I I \_-ISOLATION i : 1. CONSTRUCTION JOINT SHALL BE MIN. EMBEDMENT=5" LUBRICATE ONE JOINT I I JOINT EXPANSION / ISOLATION JOINT ISOLATION JOINT ADJACENT SAWED 10' WIDE AND SEALED. END 1 I I JOINT INTERVALS TABLE TO STRUCTURE TRANSVERSE ROADWAY CONSTRUCTION JOINT CIRCULAR MANHOLE BOXOUT SQUARE BOXOUT W/ FILLETS 2 1/8- TO 1/4" = TOOLED OR 0 SCALE: NTS NOTES: 2 N Itez,=- SAWCUT JOINTTYPE SPACING OR AT...d1. ISOLATION JOINTS PER 4/C4.2. 0 ° JOINT SEALANT /.-1/2" DIA. CO a c r LOCATIONS SHOWN ON BACKER ROD 2. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVED AT LEAST � � °: • d_� .' ••� ' : ,�" R SCORE 6' PIT. 7SEE NOTE ( ) PLANS JOINT SEALANT 1 FOOT OF CLEARANCE BETWEEN THE FIXTURE AND THE cy, .4 ° END OF RAMPS AND P Q A SURROUNDING ISOLATION JOINT. CONTRACTION 18' MAX. IJ ° D A ' w A A v N • II Z a: DRIVEWAYS p :„.)(N.• A ° SCORE JOINT POINTS OF TANGENCYp s. D ny N EXPANSION/ AND AT ENDS OF 1/2" ...] 1. y JOINT FILLER A D° D p °y © JOINTING AND UTILITY FIXTURES NOTES: ISOLATION • 200 EACH DRIVEWAY OR A D p D ° ° SCALE: NTS I 1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE OTHER FIXED OBJECTS NOTE: A • - r D A D . JOINTS. * MONOLITHIC CURB AND SIDEWALK SHALL BE 45' 1. ADD DOWEL BAR TO TRANSVERSE D D D MARK DATE DESCRIPTION N. 2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF MAX. EXPANSION JOINT CONTRACTION JOINT CONTRACTION JOINTS. ROADWAY EXPANSION NOTE: Issued: 8/28/2017 of JOINTS 1. CONTRACTION JOINT SHALL BE SAWED 10' WIDE. 3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS. Scale: AS NOTED SIDEWALK JOINTS (- ROADWAY ISOLATION 1 EXPASION JOINT ROADWAY CONTRACTION JOINT A i SCALE: NTSs. SCALE: NTS SCALE: NTS ADDENDUM 1 09/22/2017 0 U I E o _c o L. U oc Copyright 1 6013 0m 1 1 it E PERMIT SET I a r c- oo O a SCALE 1 INCH = 20 FEET JOINTING PLAN r, r, T jam, 20 0 20 40 o IQ NC4 Zy � . 2hi o I 50 I 40 I 30 1 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 L 6 6 BORA . _F. ci, SW DURHAM ROAD US Bora Architects, Inc. T ........._-. _ 720 SW Washington, Suite 800 \ _ __ - - - - SHEET NOTE Portland, Oregon 9 05 N \ \ / / 77 #2� --.-. D . . �r� 1. TRUCK MOVEMENTS ARE SHOWN FOR 503.226.1575 �� - REFERENCE ONLY AND TO INDICATE DESIGN ` e ° )13 B INTENT. - wwW.bora.co - �; , / ° 0 0 o (atari) o o 5V1- ❑ SB Df� • GV TR ,-'- . . . 111111W!,Ai. Z . . . . ..„• . • 1 - . .) i ...kL , ,011 ........____ , .. • . I I- - _ _ ICV - - -- LEGEND oil 4_r. .MMI. PROPERTY LINE _ 1 j t / Yl f 1 5 r 4 ' q. '�? a� a� •. \ ,, a.,, °a° ( _. I S p�.,.�\\�.\\\1\v\��...�\�.����‘����‘‘�Y TRENCH DRAIN • ` ■ \/ `/ ( I<Piff E -.. . CURB ' ... . 1111 r o °- ' EDGE OF PAVEMENT 111 SW Fifth Ave.,Suite 2500 i k1,6 - __,• ,411- , ( ( Portland,OR 97204 ,,� �� �� 0: 503.227.3251 \ -'-'al,' .,' 1 _.. /�. ,/;,,(74.. .-• ; ' ��. ��,-��• 23.00 F: 503.274.4681 www.kDfl°aom 0___ orlor . • - ' - .. .. .. .. .. . . . . . .. . . . .. . . . . .. .. . . . .. . . . . .. . .. . . ••• -- ••-- ••• -- • • • -- •- -- • C) illg 1 _ _._7_____ ._ i 0 eg --AdiPi._ g, / . AOtr::1 . . • ..A. 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' a • ............................... .........•. yyyy .. y 3.00 11.50 o / lizi ti / I I y 4iy y W W SCHOOL BUS 'L9��%N. 13 1‘114‘‘ix O�P2 �� . . •. ... . .w.- .. :':'::':':':'::::': : : :': . :: :':'.. �� y r�trrW feet CH L R. �� II •, .w. .1 w 0 O //may W .�Ja• •:f y e, •• _,+4 •.• •• •• ` •� . . .�.•._.•.....•.•...•...•.•.•.• •.•.•.. .• ... * * O y Width 8.00 I EXPIRATION DATE: 12/31/200 I Trac 41" • • .. JFf = '•••• • •• •• • •• •• • --•.••• y rly���/ y \.;W W Lockk to Lock lime 6.00 '' t • •'„ I,/" - ,, �'• > ••.•.•._.•.•.•.•.•.•.•.•.•.•.•.• ••.•.. y ��ll .�. v. • • • • • • • • 4 / ''' .�• : � , " , : .. :: . : . .. .. .. .. .. .. . . . Steering Angle , 31.5 4 • .. t s o •. 4 ` i. . * • • : •: -- •-•• •• •- •• • ••-.... • / 38.00 • 2-STORY WOOD / • _ f • r , •~ +, =� \. & CONCRETE • a • •a• • ..• Y f� 4 II BUILDING il i-j illi •a• •• �, .. �� . . \ .:. :"C) / IC * •' •e " . r; ' ' : ICV 3 �el�.oi . \OW 0 d'I-cr ''' W � G?.�Cc` IL Niii .ie 5.00* 22.00 �+ ■ r y y y T-� /� - .4.. 0 J Front-Load Garbage Truck - -- :. feet W V/ y A � L Iv y w -•.. '-] Width : 8.00 Co) )f----'1/ Track 8.00 Lack to Lock Time 6.0 4. y y y Steering Angle . 27.4 Ilk Allimm ; '. a:Ill :..L1_ L'I / WI , •tAc . ..• ; . , - • • °' JcorI / --moi - �1 Ilk . ,,,,,,afrialigill 4_4 -• . co 0 41 ,.r Ifili �I�•I l�'Jl kA�I�fJ� 4• •f `. . • • OPil 101,0 r- '. •.9 - .•��' ' '�1 itlifil 3 NT . .. .• p41„v„ily :11.1:1L)T\ Lri 30Cr-: "iimili -cow c‘iccIdop op $ Tii: 1011,0110,,...„..- op 44. E CV 0101114 • .\* IF4 '-l-V2!--'4' 4 os5v4itorm a r.e: 1.1.P . . 00 ;45,\\t\ 1*-----(8° ;rt\ 14 o •- E _. 303/ ; . , ....„ ..., . , . , 4,, , ..% \\4 \ �► s, SSR --"1,,,,-s--) .... ...,,, Ca o I�,,.. p-ikisoi›.,----- //\ �-, CCE d+� .� � p A - • ►;- '�$� ; ®�� ;�; SS ROAF-- S o J - A �,�' �� �•►, CCE Cin w .. \,....__ _____ _ 03 M CD cri 1(1/.4° II 4k \6'.LS>j<6 Ir MI /Cr a) CD , C ia fiC/„1. , IMM UMW �� • 4 4 0,Ilk o t. •, , 0 CO X_ _,.-, 0--- ......"7„..._._______________.. -.....--All6 ., ......--"B „ '" - Ir. 4 -1-, rdP-. '*11'-'4 -4'1 -F--,-5CL: 21 ---- -.' " '1. -G1 -1 ( B _roil B • �� _ B ir ,:t /i- - i' : y X1.,1 2 • 1 2 N, m a 1- .0... ci0 0 FRONT-LOADER GARBAGE TRUCK MANEUVER TO TRASH ENCLOSURE a SCALE: 1" = 20' 1 rn U I r o MARK DATE DESCRIPTION 0 r i Issued: 8/28/2017 0 a. Scale: AS NOTED a o A ADDENDUM 1 09/22/2017 ( cu a-+ c Q) 0 I E _co ,_ U 0 c Copyright 16013 1 a 5' cn E PERMIT SET I 0- j•,- 0 8(V O� ll o Qlit SCALE 1 INCH = 20 FEET VEHICLE MANEUVERS o�� PLAN �C, ed 20 0 20 40 %\r` rn U � / 5 •• •- Zm � I 50 I 40 I 30 1 20 I 10 I 0 C4 . 3I I 50 1 40 I 30 I 20 1 10 I 0 I 5 6 BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 tI O X KEY NOTES 503.226.1575 D www.bora.co ® 1 EXISTING SIDEWALK AND CURB ALONG DURHAM ROAD TO — I REMAIN 2 EXISTING STREET TREES TO REMAIN. SEE LANDSCAPE PLANS L=58.79' FOR ADDITIONAL PLANTING WITHIN THIS AREA. 1q3fif R=2864.79' I3A515 OF BEARINu a=I I U'3.3- PER OCRS (PORTLAND ZONE) CHD=N89'4?'53"W 3 CONNECT NEW 10' SIDEWALK TO EXISTING SIDEWALK ON _ — — — — /"_ — — _ — — s 58.79 -- �- DURHAMSIDEWALK.ROAD. SEE SHEET C4.0 FOR LAYOUT OF NEW S 89'41'51" W 1264.47' CENTERLINE OF 4. 70 _._I 111 SW Fifth Ave., Suite 2500 DURHAM ROAD z °i SW DURHAM ROA SW DURHAM ROAD 0 0Fi m SHEET LEGEND 1 / F LAI.]l I. R.�.rr. LUNE f T Portland, OR 97204 1 a r(45' FROM CENTERLINE — — RIGHT-OF-WAY LINE o: sD.keff. om1 F: 503.274.4681 urnlln www.koff.com com 5 \. \ / '0: c> ' OF DURHAM ROAD) `�_ 5 D o �/r•Z H�� z2 - ! i — PUBLIC UTILITY EASEMENTE 3 �� YOUR IID L=37.53' 1,_›. w- - CENTERLINE p� SPEED a ' a R=2$19.79' .6,// I, Li) AN , B B 0B B B B 8 ~�- ' =0°45`45" Cly. ,yr , ° ° ° ° ° ''` `� " ��iD=N89°55'17" _N' °4 ) RIGHT-OF-WAY DEDICATION 1! 5 89`41'5(7:., 7' 37.53' g1-1-1- % /////J% - .% a z Wil/ ,. rw.,id Z .- (1' ��% �!i,,/ /i.�� � ./##J / .:.. J// / ..... ';:�-.::f.J. rr J .J, ���— ! CENTER N 20.00' _ 44 4 .41.1111 u-I.L2f, IV - - ki.rI LAWN 1,� LAWN PROPOSED NEW R.O.W. UNElirI _________7:-1 Q (52 FROM CENTERLINE OF o — o 1 DURHAM ROAD) y ,� I * I ', c D_ ~ W VY -o 7*f , I w m �� /—\ I { ,.fid PROFFs �-• � Q L__ —1 �� (c?" 72303 9l °- 1 a_ �. _i:L'L -0,-/ --I RDS ' - - - - -1 �- I- . -, __ ch c _ lT-� . L _._.. _J - -- - -. - __ _ -I- _ '� RD 1=- , H8 rd: — j 11. OREGON R. CH I EXPIRATION DATE: 12/31/20V I 4 4 L CD 4_, cFr..TiON LINE —I- - - - - - - - S '51" W 1386.69' C _ \ S 89'07'36" E 405.29' - - - -- — \--CENTERLINE OF C.) T crt DURHAM ROAD SW DURHAM ROAD ,_ — E N �S l o _ U O o r D • s win _' �� Cv o EXIST. R.O.W. LINE a-V-+ �a LAt BEGIN RIGHT TURN - § (45' FROM CENTERLINE 1111 •- C>1 OF DURHAM ROAD) g 4-, Arli 11111111111 J� ?Rr " y 5 89°07'3C" E 242.74' ISB ■ 5B ❑ SB 1-1sali �O /':�� , .;/`%/,/.� 1_/4fff%W4 1% ,i�ii�/, / /'� /`''� ��f ' rl, � iJi�� j ' iii �HCR1111111 ! 103 nr ,/ � �jj/I t %� �f1/,; % ./ / / // PED F, w CU '--� •} e {* / -"*:t { .y 5 '1 { '� /J //, /.L:/%.J..iJ/I [1J� 3 M. Oe ' lir yf . co'. �' C. , IX Cl. (.. A2... ( ( o ( o. ( ` �F ,, r ojek Ir--?-, i f :t S 89'07'36" E 120.9 V 11.11 W PROPOSED NEW R.O.W. LINE �_ E N I N ��o (52' FROM CENTERLINE OF ( 0 ���� EASEMENT h Li" ir o DURHAM ROAD) \ / RIGHT-OF-WAY _ • F- w - DEDICATION To — L� I 0 w {• TRAFFI DOC. NO. 2007-117141 7 Ca0 0 �'-II • Q �. CAB. 0JB / CD I Cd 121- I —I , 01 al _,1,,y ).= EA . I ( .) • : laJB P0 11c: C \ ICV -- 0 .. icy CO H Ire \ I Illik /1 VI. — \ i a Li-) 2 2 U m Q I- 0, iii ,- ,7,(%1 1 O I tn d- 0 I o MARK DATE DESCRIPTION 0 1` i issued: 8/28/2017 1— O Scale: AS NOTED 0 a U a) c a) 0 I E o v s -' 0 C Copyright 16013 1 1 u) .m , PERMIT SET I- o_ R. co ON p ci 1-.t-' r d° SCALE INCH = 20 FEET PUBLIC IMPROVEMENTS 1, x— Kisj Mnl =11.1111 PLAN Q� j� 20 0 20 40 joN- U ,- Q Z 6 {iC4 • 5 a) p1- ii: El I 50 1 40 I 30 1 20 1 10 I 0 50 + . fee ai.o'•• •• • • •• •' 0 I1 40 30 I 20 * ; :II:: ; :I ee . 64:: :::•: • I O•' ••• ;•. :•• • •• • ••• ••• • • • • • s•• 6 b BORA A: _ \ I Bora Architects, Inc. / oH� o ,� D �ry�o 720 SW Washington, Suite 800 o�� yG s 0 SHEET NOTES Portland, Oregon 97205 °N0 503.226.1575 oy _ / G oN� oy�, N 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE www.bora.co ONLY. ` \�i1 __ / \ \ 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% 1- -- - - - - lq:iff ��t� 4 - IN ANY DIRECTION. 1 1 Qs o MU 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA �/ I oil o�J i N o ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES �•, /\ / ��� SW DURHAM ROAD GNU y� (CCESS). r /, i Ioru ' 4. ALL ACCESSIBLE WALKWAYS ARE DESIGNED TO NOT REQUIRE / /1" s 7-'12-SD 12"SD uTv�2'`sD 12"SD 12 sD 1�..au- - u .- HANDRAILS. THEREFORE RAMPS WITH SLOPES STEEPER 111 SW fifth Ave., Suite 2500 c �1 12 5D 12 ' 4 1Z'SU , Portland,OR 97204 21 / �� 1�1 HM� 761> 2 _ O THAN 5.0� AND LESS THAN 8.33 SHALL NOT EXCEED 0.5 O: 503.227.3251 -^ 1 , \ .w 51 - h 112.E -� 1 Z Yarm /.. .. BEGIN RISE OR 6.0 LENGTH. F: 03 74 4681 12"w 12' 12 w / =W or SNttU 12"YI 1.t'w "w 1 'w 12"W E 5 �_u,_ / oHU_ ` j123., �.,: �' ._ 5. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE ! EXISTING - .�' _ tl {MATCH EX) i L • / / - BOXES CATCH BASINS, FRAMES AND COVERS, ETC. TO 5 '' �` - - _ RIGHT-OF--WAY UNE /l'�-� - _ - - - - - - _ _ II �L N Gv FINISHED GRADE. O ,s. ' I ' /Or � - - - -}�_ . _ e,� � _ I - 0 KEYNOTES - - i � u NEW RIGHT OF WAY F _ .�I( ,---� _ / I (� LINE - _ . - - -�• LAwN I i �/ 1 \ 78 ` LAWN qsG \� 3 I •� 1. FOR GRADING OF DECK, STAIRS, AND RAMPS - SEE iii `� I 1 -� , LAWN F )----1- ! O ARCH. PLANS. :( ,\ si 1 6 1 C. . /'`Cab I ° �, 1 2. TOP OF WALL ELEVATION IS THE SLAB ELEVATION IN 1 °4t, �, j' 165.55 TP 165.50 TP 1164.84 TP �'• THE COVERED PLAY AREA. FOR THE TOP OF THE -1 -' 166, : TP d �� i , ENCLOSURE WALL, SEE ARCH. PLANS. DETAIL 1/C5.0 / 1 t 00 - TP=166.8+/- 165.14 RIM 7 ■-� I - INDICATES WHERE THE ELEVATIONS ARE INDICATED TO, 1 9 (MATCH EX) �'3 % 1 / -165.29 RIM 163'50 Ti ---- � "1 `• •o-.� . p; 168, Tp NE - s ' ��` 3. VRF ENCLOSURE (SEE ARCH. PLANS FOR LAYOUT). MINGIr / ��G A RDr-#. - - - -1 ter. - - - - 165.44 RIM I TRENCH DRAIN - - ,� , I SLOPE SLAB AT 1% MIN. TO THE SOUTH TO CONVEY Ed PROF a / 1 L - A I __ �_ TREN+H DRAIN_ 1-� 1 Yj ` DRAINAGE UNDER GATE TO LANDSCAPED AREA S\'R Fsf� 1 RD �: - H- .D r I I 1 r 163.9 ADJACENT TO VRF. fcd/4i''k.ia / I %" //// / . ,>/ // / - // I, , 2.0 16548 TP I i I72303 l `I� i YARD 1LAY i c� I / / `l I ` I TP=164.6 mI 4. SEE SHEET C5.5 FOR WATER QUALITY FACILITY L1/4-kr).- -� (i 3. ,x-0.1 ll gig ' R 11 u i I / EXIST. I`, \1 - 1 iii I1fi 1 , LAYOUT. OREGON El �� / FF-1 oS -1 �. dd _ I I ?, \,....I ' j ��G / HISTORIC DURHAM'CENTER / ` \\\)\\1\\ yy 1'�N. }3 Z00\" Qom' - !6" \ 3- s / /`165.64 TP 165.14 RIM FG=165.05. MAX SLOPE IN ADA STALLS ARE 2% IN ALL °3„ ` 11 / 0 C \ �- 164.89 TP 163 DIRECTIONS. Si'���R. CONO / s I I ` )1 1 ' 6. SEE SHEET C4.2 FOR TRASH ENCLOSURE GRADING EXPIRATION DATE: 12/31/20V GATE - - -G 0 � -I4 ///�// ^ I ! 'cool I BREEZEWAY � ► T 20 % -i1.4 I I I _ I 7. PROVIDE DRAINAGE CHANNEL IN LANDSCAPED AREA 4 IAN , - f 61" • ) I 165.48 TP F F=165.5 I I TO DIRECT RUN-OFF TO AREA DRAIN IN LOW SPOT. 4 .�//////////////j / l L_ _ -1 i / j *� I I I U 165.4 I 2 I D / % I/ W 163.31 / i / , 165.35 TP RD / - / o / I / / 11._ I j 1 o22"I ('i" / 166.57 +/- j I 165.48 (ENTRANCE TO 165.09 RIM I El / 11 #� 1 j (MATCH EX) /` \ 7bE _ I ELECTRICAL ROOM) w I l L I ..i+ * l ///////////// /./ / '- -. , 4 I cn 19 / / '.-+. I , "-di 1 L_ - (jl / ti 165.42 TP 1 I uJ .i I %/// _ci / 11 (MATCH EX) * l c) -z--11 = ICDC HE RD T1) 166 +1- TP \-165.30 RIM ] I " 0 /// / / I 01 4" 0 •166 I 1- 11!. ./ - r� 1 165.26 TPAD C 2-STORY WOOi / (NtI TP=166.3+/-1 ( 165.30 RIP 165.48 TP 1�,_ w �`O & coNCRETE . 1 165.48 TP i 0 E z BUILDING F (MATCH EX) 165.39 TP - J Q a O I<._ _5.t�%_ r - _ - I - ._ - _.. 165.30 RIM o • I // WATER QUALITY FACILITY #2 I 1- I n I l V �� / TOP OF FREEBOARD = 165.0 i 165.48 TP W S / ,Q I I r •� co TOP OF WATER SURFACE = 164.5 - - ,� Q GRADING / DRAINAGE LEGEND o RD J W 164.21 RIM m O a / BOTTOM OF FACILITY = 164.0 '- 2 Vi\ W W I O 165.4$ TP N / 7 I C5.5 IN w + • j� ;� I CALLOUT DESGRIP11oN, .Si - 1s 11 / / , W f I TW=165.0 8 �B -- 3 I " y y i I l O BW=163.8 N I „ X.X% GRADING SLOPE AND DIRECTION 3 0 ■ D co 0 E / , 1 TP=166.3 164.50 RIM I © - n 162.90 RIM I 2' e` (DOWNHILL) L 1 164.38 RIM FF-165.5 WCC / l_. __ I I 1640 .80 TP0BW=163.2TW=164.9 j1 I ""_"- I_ _ I I n CO CV / I l 165.46 TP O 1 163.09 TP I SPOT ELEVATION C CV /T - - ' _ W W „ 164.89 TP 163.40 RIM I �/ �� DESCRIPTION LISTED BELOW. E l I oz� , h ' ' i 1fi4; J� - -- Ilr -- - - - = - - - -, 1311111*/ NO DESCRIPTION MEANS TP RD % TP=166.6+ - 165_ \ co - 163.11 RIM - OR TG TO Ca r0 Ce (MATCH EX) 165.27 7.13)) I Pig ! • 164.$4 RIM `' o 7- XX. XX HB / I 165,30 TP 165.63 TP-\ 165.43 TP - 164.70 TP ,�', 162.97 RIM I ,/q %lel � �� .{� .. r? i 'n1,1,1185..59 I .. . ��/ J BW BOTTOM OF WALL L (f} ":� �/ Iy Q • Ilkl l 165.59 TP I 1 I FF FINISHED FLOOR 4 M ; 165.5 RIM _ =� . 165.18 TC 166.2 RIM W RIM RIM OF STRUCTURE CQ 1 ' • • .' ''w .- 164.68 TP L- - -- I 50 1 40 I 30 I 20 I 10 I 0 6 6 B3RA I of Bora Architects, Inc. %c•'0' I 720 SW Washington, Suite 800 SHEET NOTES Portland, Oregon 97205 0 "csi 1 0 9 ® 503.226.1575 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE www.bora.co - ONLY. _ 0 - -- - _ �. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% 4 _ - - - _ IN ANY DIRECTION. a-_ 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA IA b ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES 1q3ffi tri 0 ,\65 to o ti� ' SW DURHAM ROAD .-00 1 (ADAAG). i ' 10"ss i s` io"ss , - -' 4. ALL ACCESSIBLE WALKWAYS ARE DESIGNED TO NOT REQUIRE 'i"'" - - ® L HANDRAILS. THEREFORE, RAMPS WITH SLOPES STEEPER 111 SW Fifth Ave.,Suite 2500 _° 12-So _ , -�. 7 �. Portland,OR 97204 1 aye 1Y o 12SD `D) _ 12"SD 12 sD - 12"SD 12 su - iz"�u "3c ia"s� 12"9 'U AND LESS THAN 8 33% SHALL NOT EXCEED 4.5 0. 503.274.46815 THAN 5 0 J' 2"S° 12"SD r2"sD RISE OR 6.0' LENGTH. >Nm BEGIN .1.61-t1' 1ukN i EX. RIGHT-OF-WAY _ 12"w i A�._ w '�Hc= �,�1zOHU "w 12"w 12"W 12"W 12"W 12"w -`6 12"W - --1 `w 12"w 12"�I 12"w 5. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE 5 r' I s 'o - LINE _ _ --- BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO 5 0 --"-,4 acv TR . 5 °Hu SB • OHU- - - - I t`it 1OHjjjOH1j111T1P5 ji,o SB sal lotall A 30 KEY NOTES 7 ;w - w 4 °_ i PED ii-�r �_ r 'ri f ,* b •ti i Y. P w •.Q�e+�rn" `C•]i - \\ -- '/ t.- •• �.. `y I r f s �* I a i�ti� .� � 'A •4. iRIGKT- FY - t - '�` 0 i�� �� � �� - i 1. FOR GRADING OF DECK, STAIRS, AND RAMPS - SEE _, ARCH. PLANS. 15.00' PROPOSED i WA '' SEMENT �� f r: faiii ( ': - 1 152 - - // 18" I i ;91'9/11-f- 1 ,-, ch7)----mii gr ��� EASEMENT 2. TOP OF WALL ELEVATION IS THE SLAB ELEVATION IN 1 \% ��l RIGHT-OF-WAY • ° '' : 1 THE COVERED PLAY AREA. FOR THE TOP OF THE 1-.84 1TL'i _._til , co i - DEDIC ATION ENCLOSURE WALL, SEE ARCH. PLANS. DETAIL 1/C5.0 1 I co / s TRAFFII� DOC- N0. 2007-1 1 71 41 J r-�163.50 TPy I 163.09 TPS 162.92 TP 162.31 TP 161.91 TP �r162.98 TP; _ CAB. - - - - 160 - INDICATES WHERE THE ELEVATIONS ARE INDICATED TO, 165.29 RIM .. �4 c "175-JB ' ' I !`� ��� mJB ® / ' r 3. VRF ENCLOSURE ARCH. PLANS FOR LAYOUT). 165.44 RIM -, ./ / � , / (SEE 1 �; F- � / 1 SLOPE SLAB AT 1% MIN. TO THE SOUTH TO CONVEY rcik..11 PROFfS�, 40 m�� A - � - _ - i `a 163.99 1P 162 89 TP, 162 79 TP 1111 88 TP ° 16 ° _ - - DRAINAGE UNDER GATE TO LANDSCAPED AREA ADJACENT TO VRF. �0 N�F�/�y9r Gjr • ^161.74 TP 162.79 TP Icy I %,s }ICV 72303 TP=164.6 _ �fi40 60 - .� , 1 4. SEE SHEET C5.5 FOR WATER QUALITY FACILITY a ' A,( ,1�Q�J OREGON 628" 9 'N• f 3 14 P I_ 164.01 TP 163.59 TP �� ` � - \ L y ? ` „„e,,„\\„\ '` ! 5. MAX SLOPE IN ADA STALLS ARE 2% IN ALL FG-165.0 �N/ t,�� 164.89 TP 163.99 TP _ !:, / DIRECTIONS. R. CNN 163.51 ..1-.. ������. 0 6`L 6 5 161.60 TP i 161.83 TP / ,,�o • SB 6. SEE SHEET C4.2 FOR TRASH ENCLOSURE GRADING I EXPIRATION DATE: W3V2017 I °��,,j 162.67 TP 1fi3___ 162.82 TP '� 161.35 TP 161.20 TP - -- , -�' e 03 �� I 163.44 TP �. VP C / � U 161.50 TP 200i--°5 7. PROVIDE DRAINAGE CHANNEL IN LANDSCAPED AREA 4 • m r' ! J e 10 Doc. °' TO DIRECT RUN-OFF TO AREA DRAIN IN LOW SPOT. 4 1-- .e...---- f _0J N / w. '� .. \� lq 161.02 TP �cDv1 -161.40 TP W l 162.04 TP 161.81 TPS 161.22 TP o Di . * _ i I 163.31 1P 162.90 TP ;161 �6 .�� ar : , ,b (F) E ... � r - `., ) :160 ,� / LU 162.72 TP W W ,by' .. w ,,,,c159 w /w ,w .159.50 RIM- T W IC r • cl, w w W '�� w w s 4,,,„ -<‘• 1 1fi5.09 R(!) 1 �`O `W 0 W y w �� ��� y ICV(3) �1 W w w v✓ w w%/� 1\`\ 4, w ._ i 4 JP . C Cc\ •\ .. Ikll ' � _ CD Z ::' � ., W W W i W . O 'h �w �I///, • w w w �� W40" ,�� N �' =_, 03 Is w 114'S,,, * ��.� +40;0,01*''� WATER QUALITY FACILITY #1 / �� A i '� w /Hi \ w� TOP OF FREEBOARD = 160.0 �' �% �� m �s* , f ": TOP OF WATER SURFACE = 159.5 ti2's+ � #1 D 3s' - 'n l N BOTTOM OF FACILITY = 159.0 r ' ,� ' : fI!1 14"5 J U / 4 I x-165.26 .. �o /-I \ -. 159.93 TP BACK OF WALK=160.0+/- ,/ 7" 11 ‘to 1 m � i I '� , ., „„,. � , --' (MATCH EX) i ° ,� , ! z I _,yi+ '� f111C? O „„ , N '�`O 1fi0.31 TP /f G�SCJ �s„ V �� • �" l� I l - '25IC'GF PG �' • � GRADING / DRAINAGE LEGEND '- co 1� 160.49 TP ;, ._• _ _ �� , .*� 9 \ a a- �a m .�� 8,. ; 5� TP=,60.0+/- (MATCH 0.0+ - �/} / ��! (MATCH EX) • 07" CALLOUT DESCRIPTIONo 3 _ 1 12 °41111 ..- it) � g X.X% GRADING SLOPE AND DIRECTION 3 0O CO 10 RIM ti2'. - - ,f / 07 = (DOWNHILL) Vcc Umi le (.; cr) E 14" 11 di 41 cNi _ , , 163.09 TP TC=162.5+/- SPOT ELEVATION N •- E 1 - ' BC=162.0+/- ` BELOW. all m a% (MATCH EX) o7" 1 il. NOSDESCRIPTION MDEANS TP WI Ca 0 • l �, OR TG ce .......1,1,.."''' i XX.XX XX = 0 7 RIM ',.; / BW BOTTOM OF WALL "t3 L ( ) -a r 2 15.00 PROPOSED I �0R FF FINISHED FLOOR RIM , �' + , l WATER EASEMENT �� RIM RIM OF STRUCTURE '�. / • 0 TC TOP OF CURB .� g - • I I TP TOP OF PAVEMENT - H �, TW TOP WALL '3, 45) *\\Ac,I (XX.X±) EXISTING GRADE .--/--1E 0,1,C..- ® '(EIcvo8�, 0� ®11 o r i i PROPERTY UNE I - 4 • I - -149 EXISTING CONTOUR __ o `' jj " - - - - -150 - _ i l 150 149 PROPOSED CONTOUR `A I I XXX.XX SPOT ELEVATION 2 1 l l I w W w L T y� w T•r ' 2 I 4, 4, NI, 4, w w 'r w 4., w WATER QUALITY FACIUTY 0 /1 V - W W w w w W W rii 'NJ 1 I-- '1 Z• 3 I o 0 MANHOLE 7) Q 1 I I . �� • OVERFLOW STRUCTURE oc I ........." • 0 1 �MIMMEM- I o I �� Cc_) _ - - - - - - - - - I RI MARK DATE DESCRIPTION o / I - o I r` % Issued: 8/28/2017 f-- 0 i Scale: AS NOTED a a U 45 c 0 C-7 1 vO o mU a c 1 Copyright 16013 I 1 0 i_ PERMIT SET I Q 0 1.8 00 1INCH = 20 FEET GRADING AND DRAINAGE 7 0 3' SCALE PLAN - EAST CV In In 11, 20 0 20 40 icon U ,- � � - -!..) ' 1- C 5 • 1 ao - I 50 1 40 I 30 I 20 I 10 I 0 1 50 I 40 1 30 I 20 I "10 I 0 I 6 6 BORA _ \ Bora Architects, Inc. Ac.)o' SHEET NOTES 720 SW Washington, Suite 800 ce °Nu _ °yz, ?' '��' Portland, Oregon 97205 1. RIM ELEVATIONS SHOWN FOR REFERENCE. COORDINATE RIM ELEVATIONS WITH °H� 2 GRADING PLAN PRIOR TO CONSTRUCTION. 503.226.1575 _ / �� °H� c-' N 2. COORDINATES, STATIONING, AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN www.bora.co SW DURHA---1 .--v1 L-86.79 - R=2864.79' AT CENTER OF STRUCTURE. d� ( �A- Vr FJtAKIN-' �1t, ❑=1-1U.,'.," � z' bL' tS-(PORTLAND ZONE)_ /_ - CH '53"w , - 3. WHEN PIPE COVER BECOMES LESS THAN 2-FT, PIPE MATERIAL SHALL BE DUCTILE - - - S 89'41'51" W 1264.47 IRON PIPE. oy _ �/ '� ONO- _ D _ 4. INSTALL PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 4/C8.2. l<13fil l SW DURHAM ROA SW DURHAM ROAD N N °qtr �� `� °y�\ 5. SEE SHEET C5.5 FOR DRAINAGE STRUCTURE TABLE. cvA I / 5._ ... .. ._. _ 0 KEY NOTES 111 IFfth Ave., Supe 2500 U 12'SD 11 ii'S`• 12 SU 11"_5U UwR'LIz-5U 12"SII 12"SD 12"SU 12"SD - 12 SU and,OR 97204 21 �� #2 O 503-227.3251 • / / � ^ ` 1. CONNECT TO BUILDING ROOF DRAIN. VERIFY POINT OF CONNECTION 503.274.4681 12"w 12"' I r--irY - 12"w "WI 'w12"w 12'W ' 12"w 1� YDUR { L - /. 81 GIN ww.knff com 5rttli 12" • . 1:?w 1g . ' ,t 'W 12"W BE (INCLUDING 1E) WITH PLUMBING PLANS PRIOR TO CONSTRUCTION.5 iB o B 6 B B B o 3„ `t 0=0 45 45 3.3 BB i . ° „_V._ 3 4s„ 1 ° • 0 0 0 0 0 ,r..' •r ' • ♦ 4045E 2. RELOCATE CATCH BASIN TO ACCESS ROAD. FIELD VERIFY EXISTINGHD=N89 5517 5 / _ %lkili /�1�� / 5 89"41'51' W 23•.. 7' °. _ _ _ _ � 37.53' in N '�00GV� W _ DRAIN LINES TO EXISTING STRUCTURE. W1 6 = o ' © INSTALL AREA DRAIN AT _ I I ASAN . , _ G m L,j1f89°40' ,.''E ms "' _ 3. CONNECT TO 6" SPRINKLER DRAIN LINE. SEE PLUMBING FOR • -" i ' C8.2 . END OF TRENCH DRAIN CONTINUATION. INSTALL CLEANOUT AT CONNECTION WITH SD MAIN LINE. � I�.,-_ RIM = 165.14� r � 1 20.00 � � ..I u �_ 1 N,, W W W W C W W o 1 l_1 �� 78' 1E IN =164.59 (TO W) '° - / *= 4. INSTALL NEW SDMH ON EXISTING SD LINE. VERIFY INVERT ELEVATIONS LAS ',- �• LAwN �, , \ IE IN = 163.62 (8" S) - ' 1I 3 I M PRIOR TO CONSTRUCTION OF EXISTING LINES. NOTIFY ENGINEER OF u , LAWN F 1E OUT = 163.42 8" E O30" I ( ) CD2 RECORD IMMEDIATELY 1F OUTGOING IE IS HIGHER THAN THE ELEVATION n INDICATED. o /-, ' G Q� RIM=165.29-\\1/ I °tiG CO #1 IE=162.44 1 7 0 m � `� RIM=165.4249 " 35. 4" PERFORATEQ VIC PIPE FOR FOUNDATION DRAIN AT 0.5% MINIMUM. _n vh IE=163.92 r A1T 2%LF-8 SD 1 I SEE DETAIL 6/C8.1. .-. / c 3 o - - c �� I = �� 1 SadI 1 i Q l ' 6. INSTALL RIP-RAP OUT PIPE OUTLET PER DETAIL 7/C8.1. yGe. I RD, I T 1 , I - - - - - . L_ �_ m _ Ea PROFFSf _ i_ __ _1 _ - _.--- �_ 0 - - ` 7. SEE SITE PLAN (C4.1) FOR CURB CUT LOCATIONS. SEE DETAIL 5/C8.1 5• +; i N �D li \ �� // // / - // I '� I FDCO \ FOR CURB CUT SPILLWAY. % w� �F,P y9l a o 10" PLAY I I I //// / - _ FDCO 72303 YARD (1 1 / / I = 1 I I IE=163.8 1 8. EXISTING SD SYSTEM CONNECTS TO EXISTING WATER QUALITY FACILITY � k c• c (��, t_ .��C�.• } i 7, I / I �� - I I . :sl' I ON EAST SIDE OF DURHAM ELEMENTARY SCHOOL. SEE INSERT ON SHEET OREGON 0y - r / / 1 15 LF-8 SD 1 I I C5.3 FOR APPROXIMATE LOCATION. OWNER TO CLEAR BRUSH AND �1 .4 •i -� / HISTORIC DURHAP r'rAlTrn / - I AT 2% RESTORE VEGETATION IN WATER QUALITY SWALE PER CWS DESIGN AND 9 SAN. f31a�� P? 1 0 --- 6 ly 6"')� 42 LF - 6" TRENCH DRAIN 1 \ ( } ��i�/ OQ`3. _ FpCO \ CONSTRUCTION STANDARDS APPENDIX A PLANTING REQUIREMENTS ASR. CNP° 7 o- I % RIM=165.14 ¢'s IE=164.84 \ . DEFINED FOR A WATER QUALITY VEGETATED SWALE. ' "' / / ` _ 1 EXPIRATION DATE: 12/3112017 1 t GATE' _•�•.r, - - -•-• ---G 1-.0��. -" �' ' '7 '�� / j//////�/� I I I r A LF 8"SD T 2% \H I °°� 9. FOR DRAINAGE WITHIN COVERED PLAY AREA SEE ARCHITECTURAL PLANS. 4 BREEZEWAY I/ ► 2a / I- I 1 10. COORDINATE STORM DRAIN LINE INSTALLATION WITH ELECTRICAL UNE TO 4 /////////////j - - / j I I TRANSFORMER. PROVIDE 12" MINIMUM VERTICAL CLEARANCE BETWEEN j / 1 _ Pn � U - STORM AND ELECTRICAL LINES. IF STORM ABOVE ELECTRICAL LINE I: •/ , D / I / w ENCASE STORM DRAIN POPE IN CONCRETE FOR LENGTH OF CROSSING • 7 / /// - w ;„ AND TO NEAREST JOINT ON EITHER SIDE. FDCO RD - j I / // IE=164.2 1_ SDMH #1 1 _ I 0 1 / •' " RIM=165.09 S 1- fiD -'• 11. INSTALL BLACKWATER VALVE AS SPECIFIED ON FOUNDATION DRAIN / 022" �, I / FDCO IE 8 IN (N)=161.1 I w i SYSTEM. E . i I j IE=164.2 IE 8" IN (S)=160.1 I u--1 / ;mil I /////////////// / - . ti - --,_ 1 1E I--- C!") w 4-0 , ® r L - 1 al it r " r 11 5! 34 LF-s"s0 lb Z °° UTILITY LABEL LEGEND HA- , .� 108 LF - 6 TRENCH DRAIN 1- RIM=165.3 _ CO #3 AT 0.7% J - - %//� / j I IE=165.0 I RIM_164.210 ' I I STRUCTURE LABEL HE RD / 1 SLOPE=0.6% 1 IE=160.5 U0 ///, / __, 1 I IE=160.6 ! 1 I- UTILITY TYPE (SD=STORM DRAINAGE) l`� c6) n,; . ' 4 LF- 6"SD STRUCTURE TYPE CALLOUT 2-STORY WOOD / I TRENCH DRAIN OUTFALL Ki RIM=165.3 N SDMH #4 ID NUMBER (WHERE APPLICABLE IE-164.6 FDCO FDCO- ,v O `AT 2.0% ) `I & CONCRETE I � ` RIM_162.90 I 1 �� _ It 1 1 I - h _ _/, .:.; _.:•:: ( " ) , .167 ,L 5 "SD / BUILDING LI I1 IE 12 NEW IN SW -155.64ing " k '� N I, (- r Z _.. _ IE (6" NEW IN NW)=161.02 1 ' AT 0.7% SD v 1 XX XX-XX ♦..r, .+ / I - _ 14.6 I OV #i IE (12" EXST IN SE)=157.42± l w I I X+XX.X RT X.X -LOCATION (WHERE APPLICABLE) (n - w f CO o RD l I IE (12" EXST OUT)-155.32E0 Q r, 3 RIM= �� RIM=i64.5 _ 0 , IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) N c 0 3 N / I © . ' y W .Id 1 IE (OUT)=158.56 _ '-g" `� C5.5 „M IE OUT = XX.X 1a ® /z CO #6 W W I AREA DRAIN ra FDCO `��1 ,1B / RIM=164.2 RIM = 165.84 FDCO 9 IE-162.5 O CO 3 IE- 158.42 W y W I 7 LF-12"SD IE OUT = 162.8. (4" N) 'I I Ir;" PIPE LABEL 3 0 o 33 LF-6"SQ AT 5.0% �I D WATER QUALITY FACILITY #2 W W W I AT 2.0% O 1 ��' W � TOP OF FREEBOARD = 165.0 1 1111 " 35 LF-8 SD AT 1.0% �� '-' { +� `•_5 UTILITY LENGTH (/) E TOP OF WATER SURFACE = 164.5 • W W ' FDCO I 111/ I 64 LF-8 SD CO #4 _ - j ---` - r''' UTILITY SIZE _ N r ^ low G BOTTOM OF FACILITY = 164.0 W W W ��' AT 2% RIM=163.11 '+� • . _ CV 41 LF-12 SD w W ■� i , - - _ IE=161.22 �i1.i UTILITY TYPE CO I AT 1.0% L R - -� - - �, -.�D �D _ n - iQ rx RD = SDMH #2 4 1/ OUTFALL 6 / �', FDCO I9 1 o XXLF - XX" XX o HB / RIM=165.5 til IE 8" OUT=164.0" \ IE=163.0 - iti �,�,� ~ O '^. / IE 12"INN -158.02 d + � / ;' ...� I AT X.XX% L i rki a, / { )- �I 6 LF-B"SD�- S� SD SD I AREA DRAIN W C6 CQ ' IMI IE (6" IN SW)=162.3 . 700.,Lu - �H�IIIII� IV IE (12" OUT E)=157.82 } �` AT 0.5% CB i RIM = 163.40 " Q, SLOPE {WHERE APPLICABLE) G ._�1_ r CO #5 O # IE OUT = 161.1 (4 S) , c Q00 H- ; 1 �� . s"ss 154 LF-12"SD � �04RIM=165.41 � RIM=162.97 co l �_ i ill % s em ,/IE= .3S_ IE (12"OUT)=158.17 _� I / 1 ly I - _ ` AT 1.0 � - -- - -- � � =: s•' SDMH 152 \fi r I $"ss- " RIM-1STRUCTURE TYPE ,,, © INSTALL TRAPPED CB AT • 8 LF-6 SD x'2.0% " _ „ aLAWN 8.1 TRASH ENCLOSURE SEE --- - - - d"ss� ,NIN W)-156.19 ''' - -- ��; -- s„S. ( - 4re � IE ]sZ" IN NW)=157.97 CALLOUT SYMBOL s-,� 1/C4.1 FOR RIM AND IE) I - DESCRIPTION DETAIL REF. s"s- = s ss s"Ss D IE (12" OUT NE)=155.99 W .;� \ .•ss 6 S_ Oy�� .with* i S s,.SS Id 6"SS • s"ss- S RQ A Z . �_� .. 6"s ACCs 1 _':' a CB CATCH BASIN 08.1 �NI� 21 LF- D/ ' .�lir r i'' .14.11e41 �� _ _�0 `�i411111111111116_-----. Nc�� GPS ill CO CLEANOUT 4 \S',4, OV OVERFLOW INLET C81 111P-I y o SD STORM DRAIN LINE 2 2 NI rr �23" mini * Al a- 1 li i I MH STORM DRAIN MH 081 m �•B B • 1 OF OUTFALL B 1 DOC.I NO. 94081STING 1690 (DATETARY D 09/06/94)EASEMENT - , `J 1 0 TD TRENCH DRAINL2 ii - 4,,.. I WYE WYE CONNECTION • ►� N 1 ©1410" �' S' 11 FDCO FOUNDATION DRAIN CLEANOUT o .Y I I 1 1 '` f MARK DATE DESCRIPTION I 1 / I - 0 0 - 1 Issued: 8/28/2017 1- 0 Scale: AS NOTED 0 U ADDENDUM 1 09/22/2017 L Q) V{ I E 0 _cO U C Copyright 16013 1 1 it E PERMIT SET 1 a r',--- 8° `-'-.. o Q 1 INCH W 20 FEET STORM DRAINAGE PLAN - SCALE o`er /CN m 20 0 20 40 /0)n T U r- / N 2 'cr C 5 . 2 6 ' I 50 I 40 I 30 I 20 1 10 I 0 I 50 1 40 1 30 I 20 I 10 1 0 I 6 6 BORA ,4) I cil Bora Architects, Inc.SA 1 i� SHEET NOTES 720 SW Washington, Suite 800 :1, © N Portland, Oregon 97205 2 b 1. RIM ELEVATIONS SHOWN FOR REFERENCE. COORDINATE RIM ELEVATIONS WITHI 503.226.1575 0 0� GRADING PLAN PRIOR TO CONSTRUCTION. s 2. COORDINATES, STATIONING, AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN www.bora.co > A _ c AT CENTER OF STRUCTURE. - 03 -- -..- Fr-1101i LINE -'--...r. 3. WHEN PIPE COVER BECOMES LESS THAN 2-FT, PIPE MATERIAL SHALL BE DUCTILE - S 89'41'51" W 1386.69' - IRON PIPE. - S 89'07'36" E 405.29' v- -b - y - 4. INSTALL PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL 4/C8.2. L lq:iff °tip SW DURHAM ROAD �, 5. SEE SHEET C5.5 FOR DRAINAGE STRUCTURE TABLE. �- a�N 10"55 \S) 10"SS KEY0 NOTES 111 SW Fifth Ave., Suite 2500 J+1U _ _ Portland, OR 97204 _ 4 -D O 12 SD - OM) 12 12"SD f 2) 12"SD 1212 5D - 12"SD 12 5u i z"gG 1 L"57 12"SC' 12"57 co.-G 0. 503.227.3251 J` 2"SD 12"SD 12"sD 1. CONNECT TO BUILDING ROOF DRAIN. VERIFY POINT OF CONNECTION F: 503.274.4661 BEGIN RIGHT TURN ` - �,47/1 12 12"SDwww.kpff.com (INCLUDING IE) WITH PLUMBING PLANS PRIOR TO CONSTRUCTION. 12"W i?' . 1 "W 4Nu , _�120fWU 12"w 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"w 1 z"W 1 12"'dC 12"W 5 N "400045"E GV T A- TR I i s6 D 0 oriU` ,� / H • ,� - - 2. RELOCATE CATCH BASIN TO ACCESS ROAD. FIELD VERIFY EXISTING 5 S 89°07'36" E 242.74' 11'8 OHU R nu. sB ❑ SB vrtit OH SB r - DRAIN LINES TO EXISTING STRUCTURE. � _ `_�' c ICV - - s .+ - � - - - s " _ to °40` "E n; °' ' �!-i 4„ ` - I - �°H" �• j. �` l< 3. CONNECT TO 6" SPRINKLER DRAIN LINE. SEE PLUMBING FOR 0 ' . - ,� o PED 0 .- 20.00 W - e :is - '° :ti �" 4. - �Cca CONTINUATION. INSTALL CLEANOUT AT CONNECTION WITH SD MAIN LINE. • ls. - (` . AI., _ a/ '014{ * 4{ ;* s ssa7'36" 12a.9 T 4. INSTALL NEW SDMH ON EXISTING SD LINE. VERIFY INVERT ELEVATIONS s I PRIOR TO CONSTRUCTION OF EXISTING LINES. NOTIFY ENGINEER OF al Ailh - r 18" J RECORD IMMEDIATELY IF OUTGOING IE IS HIGHER THAN THE ELEVATION I ( --° 410--- ( ( I : f : - -' INDICATED. `/ ` `/ `/ \/ \/ EASEMENT RIGHT-OF-WAY _ _ ` DEDICATION � 5. 4" PERFORATED VIC PIPE FOR FOUNDATION DRAIN AT 0.5% MINIMUM. / TRAFFI DOC. NO. 2007-117141 SEE DETAIL 6/C8.1. CAB. _ I i I DJB ® / la dB 6. INSTALL RIP-RAP OUT PIPE OUTLET PER DETAIL 7/C8.1. I '� I d PROF "' , 1 1 ' 7. SEE SITE PLAN (C4.1) FOR CURB CUT LOCATIONS. SEE DETAIL 5/C8.1 �S���E l N fs`�/ u -POGO ( . EJB Icv FOR CURB CUT SPILLWAY. �w �� 72303 �� y9r �� ICV L�.,�11 �Q`� 8. EXISTING SD SYSTEM CONNECTS TO EXISTING WATER QUALITY FACILITY 4�W�C. c. ," 6 6 23' ON EAST SIDE OF DURHAM ELEMENTARY SCHOOL. SEE INSERT ON SHEET OREGON \ I • CONNECT TO EXIST. CB 8 C5.3 FOR APPROXIMATE LOCATION. OWNER TO CLEAR BRUSH AND �; PROVIDE CURB CUT AND IE (12"OUT)=154.75± RESTORE VEGETATION IN WATER QUALITY SWALE PER CWS DESIGN AND *y '.N. 13 1.00` Q= SPILLWAY TO CONVEY O w IE 12"NEW IN =155.0 / CONSTRUCTION STANDARDS APPENDIX A PLANTING REQUIREMENTS A5 R. 4-1P \ O PROVIDE CURB CUT AND RUN-OFF FROM PARKING LOT °� ( ) ( } C c5 DEFINED FOR A WATER QUALITY VEGETATED SWALE. � SPILLWAY TO CONVEY / / RUN-OFF FROM PARKING LOT TO WATER QUALITY FACILITY ) , �o • SB I EXPIRATION DATE: U/31R/2017 I AT LF 8"SD 1 ° 114 LF-$"S ` TO WATER QUALITY FACILITY .1"---"\-\- I c O IE 4161.0 / � f �1 o5Aa73 9. FOR DRAINAGE WITHIN COVERED PLAY AREA SEE ARCHITECTURAL PLANS. 4 4 IE=161.2 • •e L 10 lb 1 C N°. 10. COORDINATE STORM DRAIN LINE INSTALLATION WITH ELECTRICAL LINE TO 4 / j 14 0 /' TRANSFORMER. PROVIDE 12" MINIMUM VERTICAL CLEARANCE BETWEEN STORM AND ELECTRICAL LINES. IF STORM ABOVE ELECTRICAL LINE ___,---@-.) 1--- / �U �� 11 • �" '�'�o ENCASE STORM DRAIN POPE IN CONCRETE FOR LENGTH OF CROSSING I-- ��'' �' / AND TO NEAREST JOINT ON EITHER SIDE. w ,� I J , �, :102 LF-12"SD 1--I--I ti Vir W W W W r w w w w W w o \ R SPECIFIED FOUNDATION RAIN • .• 4.- SD) SD SD .....�`" W W . W -4411*7 a .... AT 0.5 /o / �- 11. INSTALL BLACKWATER VALVE AS S EC ED ON FOUNDA 0 D SYSTEM. I J• W `Y * .7-* `- d' W W DV #Z �� 1 I� ICV(3) L W OUTFALL w W w %f ,�� W M=159.5 �1�� IiE 8" OUT=159.5 ,��„i!/� w w -0 o( cu w ; 1I IREI (OUT}='155.5 17; �� `+ ) N 128992.38 OW\` ,�II//BIW W W W Nit IJJ co E 325765.44 WW11�jW \\WWW 1� ;� r- UTILITY LABEL LEGEND C W ///J!1 1+J 4, �h I m Pm� STRUCTURE LABEL W3 -AlV W � U I g '; G�SS %'� �� :-/' Sha �"� ,2, UTILITY TYPE (SD=STORM DRAINAGE} Q3 WATER QUALITY FACILITY #1 D 'F8 STRUCTURE TYPE CALLOUT 4 LF-6 j ti \ TOP OF FREEBOARD = 160.0 •• • ID NUMBER (WHERE t AT 2.0%- -''''b TOP OF WATER SURFACE - 159.5 '• o APPLICABLE) z • 1 C' BOTTOM OF FACILITY = 159.0 I I O 67 LF-t5 SD 4 100 �� XX XX--XX • AT 0.7% O PROVIDE CURB CUT AND °� w 46 �i °"- w I SPILLWAY TO CONVEY i2"s•m�O .,� , ' X+XX.X RT X.X LOCATION (WHERE APPLICABLE) rV ct w a RUN-OFF FROM DRIVEWAY TO -so---------- .5� �o�o * RIMN = XX.Xi-•� �, m �� WATER QUALITY FACILITY �� © STRUCTURE INFO (WHERE APPLICABLE) .V) 8 IE=160-11 I liJB .7 07" I co o IE OUT = XX.X - 0 tn Ier O -0 O 12 / co 3 J 1;.,-„ 07 •1"rit~*��� O PIPE LABEL 3 s oc UJ AT': z V " 0 UTILITY LENGTH V) E ' aN-- Aiiik, -- -1 i 1 N °; UTILITY SIZE .c E ,- 0071 e 17_, to UTILITY TYPE _c L n 4 ,. w XXLF - XX" XX I- m 0 0 ' W o O ,.��o � o o AT X.XX% i� N • oo L. (I) - ;EA DRAIN o' a W vi = 163.40 ,teacr, ' O,P�` I �' LSLOPE (WHERE APPLICABLE) ,� C ,� - OUT = 161.1 (4" 5) ti I -03 I- CO 0 I- I - 13 NG r STRUCTURE TYPE =156.19 acv 08" �� CALLOUT 5YMBQL W)=157.97 - ----- I DESCRIPTION DETAIL REF. NE)=155.99 ii.016 I CB CATCH BASIN ��1 f 4 c �4 +>d I I CO CLEANOUT C81 OV OVERFLOW INLET $ C8.1 2 ,,. . „ f . . , SD STORM DRAIN LINE 2 "o MH STORM DRAIN MH 1 C.8.1 a, i,, s k OF OUTFALL H - !.... •.rk _ . • � :•a..•M1yf s� raaaSarf.'•a � .y• ; .. i 1 TD TRENCH DRAIN �i� �^ t`..� a ".t •L'•.%_64_,;4:11.. �.♦. • ;%ta►f rr. .r s. ♦♦ a •' %. .04V. ,♦• P 'a 'tiar' f ,L` ±rra•�.l.r. 41S`'•r: •° .�" �8 . 2 '� �•r j� •!•► �� •w.*•✓!r:%..,..!..;.�.7.♦..':..,...t•.-•.'. •�•,s'J.•:,aa.•.,1...!r...r.•/a'S•?.t1�. .��i •rtr.a "a •, 11.. 0;.`a.. 4: r 'd �.�W1•r�•'.' rr,.♦t�<a:/ r` •4:. :s,,rs , . * ha . . V . ' . } �1;rr,.}N, ...k1.: r� •::.• �l� :M r♦. .;..r �:a ix •4 , WYE WYE CONNECTION 1 � rTL i�'aY ' r4i <,��, rS •k . . ir♦'a�*t. : 4Ifta r° lO .a '' . WO FACILITY FOR * •,ra%a. :. N . .. •.; �.. , �; • t + " FDCO FOUNDATION DRAINCLEANOUT1 • :.f . .:.:,i .r y t ♦w .:: wA0 ♦ :. E _-.. C8.1 r . ,. ACCESS ROAD • . . „ ....._.. . ....... .... .. . . . . _ .r ..,. :. ST. LINE T� � Fa .� aalt, .� �•.�:,...;a••..�a� ,;.•. ;:,. ,.� ..�. ..�.•:; •; ...�,= ;ti•.... - a; r:� +C� �3 MARK DATE DESCRIPTION O . Si' • +'r rt• a.ar" ♦r':v"s"e•.a Y t r rSl4• t"ate•:'••t' r a ',•... �1rFar�r�r•a•rte 4 a Std. +. �"/1`,y,wr' r'sy V r'a La <••,...i4 .�•'4 a •" • ar � 0 - a a rt rs • r, tr r •r ...,,,"••:. • a .,.. . .,. •ra:r• ti• wa 'r,. . �. •t °rr. . . FACILITY - • WO r • Issued: 8/28/2017 1- APPROXIMATE LOCATION OF WQ FACLILITY FOR ACCESS ROAD .-- Scale: AS NOTED Q SCALE: NTS U Q) C a) U I o0 s - ' L O a C1 Copyright 16013 � m 1 PERMIT SET 1 Q '6Uo '6 I--- - 0_ STORM DRAINAGE PL - �� a 1INCH � 20FEET �1-- t--- EASTo i N m 20 0 20 40 i� >- Q Z c) - , 1- C 53 6 t, •Cf' • I 50 1 40 1 30 I 20 I 10 I 0 1 50 1 40 1 30 1 20 1 10 1 0 6 6 BORA . . ..._,... .,,,, ‘ 1 -, L__.,_ ,. S8 _Si L-,.. 1111111-411111-311116, 141 1111 ,r INFILTRATOR STORMFILTER DESIGN NOTES Bora Architects, Inc. AND THE NUMBER OF CARTRIDGES THE Washington, Suite 800 • INFILTRATOR STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION720 SW p I a' STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(7). Portland, iii ri* Ii l • i a �" Oregon 97205 �� ay' h .�, �; 048"MANHOLE INFILTRATOR STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS 503,226,1575 STRUCTURE IS REQUIRED. . �l IF , .. 1 - ; I - - -- - :�, I www.bora.co - _ i i I J v CARTRIDGE SELECTION — II III ICARTRIDGE HEIGHT 27" 18" LOW DROP l I RECOMMENDED HYDRAULICDROP(H) 3.05' 2.3' 1.8' EXISTING' d I - I �� SPECIFIC FLOW RATE(gpm/sf) 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 gpmlft2 2 gpm/ft2 1 gpmlft2 CARTRIDGE FLOW RATE m 22.5 11.25 15 7.5 10 5 lgifi �7 BUILDING 1-- - -- I III ,i • PROPOSED II L.. , .•'.;c' DURHAM • I �f {: Ro I I I`4 i EDUCATION CENTER11 r Y ,rte,,, ' ''''e/ii: ' . ."1.1 I I j BUILDING I '. ' TOP SLAB ACCESS ,1SEE FRAME AND 111 SW Fifth Ave., Suite 2500 I - - - i l COVER DETAIL Portland, OR 97204 I r rrr 0: 503.227.3251 ' "0o I 1F: 503.274.4681 ,° I 6 L\[HT IN( I �,, . A � � A www.kpff.com 5 L�: I — - i I ! - ,.‘,0 � ille.ligN....7,,, �,; - 5 I ii / p,GC� OPTIONAL RD 1 • / P FLOW II OUTLET I — v r I t� j � - - ,,.: _ . . . INLET \iii 417 • I � 1 . 48" I.D. MANHOLE I STRUCTURE > J I (58")O,D, II: L100-.-, — PLAN VIEW .1: oige I 1 I1114111- _ • . ,• iili-40t . I � TOP SLAB NOT SHOWN i2../ cl a La R P J Ssi , .7 , ;� � I EF.: .. __. �' :a• FRAME(WDCOVER uu_s, 1 Y 303@4 9l . 14I CONTRACTOR TO GROUT TO L - L"�LL,- `-' - ... _ _ PLAYGROUNDEQUIPMENT FINISHED GRADE U , _ . � OREGON •• rGRADE yq JAN• 13 '10� cP= --.----- �� RING/RISERS \%,0\.7 �//j;//�` %4Nj R PNO f - _ Cx 3,6 •�55 ,.1; I I EXPIRATION[]ATE: 12/31120v' 1 1110 1543 SPLASH GUARD I '�• 4 • PVC STANDPIPE STEP R 4 I ' �, /CARTRIDGE • W 4,695 SQ. FT. yy — / A'.: ...- -63 Eo _ } ...... INLET PIPE - i I 41160060,001004t. l _ CD - . flow,-- . l:-" -1 i. t ..•:1 -: I I. ....) 1: • } o ,. � PERFORATED 4 1 Y f. MANHOLE SECTIONS m O r �1 . ,__. ❑IX . : ( RYWEL ) . in, 0 '-, C13 ' ' li : < . 0 Z - 0 0 T UJ : v: I- L.L.I 5 u_ Z J _J F- 0 0 refry ,462 SQ. FT. LI) LuL/•�u z ? a Et --: J 17. - O O = Lu -- - - . - --•-• - :11. 7 BASE SUMP A5 DESIGNED a XI STI N "` _ O� BY ENGINEER OF RECORD a uj r J c� PLAYFIELD I • ` (NOT SHOWN) - W Q Per AF - z V 2 } 3,462 _ -- .. �- : SECTION A-A ......,..° , Co SQ, FT, - . 63 1 0. � • GENERAL NOTES 0 • J , - 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 163 �� f`''+' 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. Cu 3 • I.`.'-`J 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS 0 0 A Q 3 / , r mie , ' ' IEZI •.•`.` 4 INFILTRATOR STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN www ec 3,195 SQ FT. THIS DRAWING. � 'd' _ CL . .-t 5 STRUCTURE SHALL MEET AASHTO HS20 LOAD RATIN SSUMING EARTH COVER OF 0 -5'AND GROUNDWATER ELEVATION AT, OR BELOW,THE Eikit: n •.•.• { F RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION CASTINGS SHALL MEET AASHTO C C NOUTLET P PE INVERT ELEVAT ON. ENGINEER O. .r .i ' • M306 ANDIBE CAST WITH THEICONTECH LOGO. ++. . 6 FILTER CART IDGES SHALL BE MEDIA FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLO ND SELF CLEANING. RADIAL MEDIA DEPTH SHALL- R W A Ri p�• .! BE 7 INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. • 12,000 SQ. FT. V. . .� Ca CO p Ce ;op: E 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). cp : -,Tf O n nINSTALLATION NOTES ern ,'{'t,. ' .._ _ _ _ rti 1. ANY SUB-BASE, BACKFILL DEPTH,ANdIOR ANTI-FLOTATION PROVISIONS Af2E SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE � Ci) �:((a 'a, SPECIFIED BY ENGINEER OF RECORD L L' \ `^ � ;;� 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTUREC CO2,000 SQ. FT. �„ XISTING STORM DRAIN LINE _/ • (LIFTING CLUTCHES PROVIDED). O( "� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.— „, A cv FIELD VERIFY LOCATION. "`� ' 0 co i- - �"'�� 4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT INLET PIPES}. AA .r.: • , y-1 y/. 5, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. 1,260 5Q. FT. I •• • • ,,,,y �- „;;",`� CONTECH STORMFILTER ` ` / XISTING CL• EANOUT "°' 481 N-MAN HOLE DETAIL -i 5,580 SQ.,/ > z , 1`4y ! ` SCALE: NTS EXISTING DURHAM N _ i' 1 ! L i Q '4 ELEMENTARY / I 1,''5x,6' _J I t1V,. y �� 3 SCHOOL BUILDING 925 SQ. FT. I' . J Ts�. ARDE , ' _ U AREA \ ,f , ,, IN 2 2 - r ; I te; 3 r.. pyo SHEET LEGEND Ni •-i /7 4,031 SQ- FT. yew i 0 O 0 0 CHAIN LINK FENCE ROOF AREAS TREATED wI © 1 1 EW WATER QUALITY MANHOLE © ; , s6- SD SD STORM DRAIN LINE `� �` 2 18" CARTRIDGES = � `` ,' 149 ~ _�� - � �, SFIN MH48 `�P EX. CONTOUR MINOR �y MODEL: CONTECH oP 15a . �. . . . . . . . . . . . .� Ca EXISTING CLEA ' j' . . . . . . . . . . . . . _ 151 ¢ EX CONTOUR MAJOR VEGETATED SWALE AREA asp , / ;` �`.y. 1 8 SERVICES 36 - ��� :� 1 - - — — - - - . ..,:_�.�._ . WATER SER CE -__ .-- -- _ � / / Iso J,�� . _ _ _. log ---_-- ------ �--_-� MARK DATE DESCRIPTION o ' •� 1� STORM LINE __• _ .,_:_ ��, - -' � PRAYFIELDOEDGE Y r � , PROPERTY LINE 35111.1.11MPIIMPI ti D SD SD I d 8/28/2017 i — SD SD SD '4� SSIJe 151 ~�\�_ \�� ` Scale: AS NOTED CL FIELD VERIFY CONNECTION T• _ .w: . EXISTING CLEAN WATER SERVICES STORM DRAIN LINE. `' L ` ^1 c 150 say a) U i 148 147. ._ I E 6 O tea+ L o o c Copyright 16013 11 I_ PERMIT SET I a I: r CD N o trik,_, SCALE 1 INCH = 40 FEET DURHAM ELEMENTARY WATER QUALITY PLAN O 40 0 40 80 U / O C5 . 4 N O - `.: 1 50 I 40 I 30 1 20 I 10 I 0 1 1 50 1 40 1 30 I 20 1 10 I 0 I 6 6 BORA ..._ .._ .. _ s ..,,. ,y --•�. �r •y - Bora Architects, t s, Inc. � 161.x /161.81 P 720 SW Washington, , Su 7ite 800 -`'4 / i \ / - - ` 7 - HIGH DENSITY JUTE OR Portland, Oregon 97205 - v 6" MIN- COCONUT MATING FREEBOARD 503.227.15751 i 1 ti ,161- _ ' _ i_ -.0 - =160` / - TI ! _ , - -N 128994.84 SD OVERFLOW TO -3:1 (H:1) MAXIMUM SLOPE , E 325847.07 i CONVEYANCE. 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TO COMPLETION OF CONSTRUCTION w www E 325773.70‘ w m i � AND PLANTING OF WATER QUALITY FACILITY w w w/ w w w w wf a ' V / 0 w ^ ,� /�uJl 1100.- w 4�� 12' . 1 % tiz'S cc0 PROFFS v \ 159.93 TP 12'S� // V�`�� a G 1 N s�c T��4, / / NOTES: �� 723039lA'Nr S2 S // 1. PUBLIC WATER QUALITY AND/OR QUANTITY SYSTEM .k_ O �• •- `v / 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM ` / PONDING, PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. UKEC;UN „,� 1 l j_J-`- - 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM * I p� - - STANDARD STANDARD TESTING METHODS. 9(j �N' 131p Q@P WATER QUALITY FACILITY #1 LAYOUT 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW N/R. C4�AN DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT 0 " ENTRY OF THE FACILITY. 1 EXPIRATION DATE: 12/31/2017 f SCALE: 1 = 8 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. 4 6. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A" OF R&O 07-20 FOR THE WET MOISTURE CONDITIONS. 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST OF THIS HANDBOOK AS APPROVED BY DISTRICT. NON -STRUCTURAL L DA PLANTER/RAIN GARDEN HAND300 ' QeanWaber Services L DRAWING NO. 797 REVISED 05-16 CD 175 175 •I'i C - 170 170 W PROPOSED EXISTING / FREEB0ARD:16O00 WATQUALIFACI1I #1ER V... NTS - - ///_BOTTOM=159.00 C 160 3:1 MAX.- ' 'x-3:1 MAX. 60 •0 -- ! / ` N 128933.23 V t:! -CO E 325504.13 UTILITY STRUCTURE TABLE 155 PROSED GRADE 6" PERFORATED PIPE 155 E 8822 _ _ RIM�16a�a324 .6w w E6 -N 128924.90 0 w w w w N 128930.12 .' 150 1 I 150 � E 325540.03 0 STRUCTURE NORTHING EASTING -0+25 0+00 0+25 0+50 0+75 N 128929.26-i (I ' . w w ,,E 325486.95 _ M "0 3 WQ FACILITY 1 PROFILE E 325482.02 w w w w w w w w w w w 1 3 oo " o CB #1 128886.03 325638.05 `-C \ s w w N 128924.66 w W ri CO #1 129056.19 325586.53 SCALE: HORIZ: 1" = 20' c w w w w E 325497.33 ww w i U" ' I 114. r 0) ' c w w w .. .,� � E. VERT: 1 10 CO #2 129059.54 325651.05 WATER QUALITY FACILITY #2 w w w INSTALL 6" PERFORATED PIPE c N MIN. BOTTOM AREA 604 SF E CO #3 128958.12 325651.69 CONTRACTOR TO VERIFY MIN. w y w w •w "PER DETAIL 1/C5.5 AND L CONNECT TO OVERFLOW DRAIN. M CA BOTTOM AREA IS ACHIEVED PRIOR w w � CO #4 128896.10 325652.07 TO COMPLETION OF CONSTRUCTION w w14, w INSTALL AT 0.5% (MIN) AND 2% Ta Ca O ix CO #5 128895.33 325555.48 AND PLANTING OF WATER QUALITY I w w w (MAX) I- = O FACILITY CILITY . ww164.50 RIM w 1 1 t ww w CO #6 128919.25 325480.33 1111 www w * w w NE132285941821.8.101 w wwwww 180 180 � w 164.38 RIM w * w I CEI M O 4 ma, SDMH #1 128992.24 325651.49 w w w w w w w SDMH #2 128879.40 325488.83 175 175 ' / 1w w w w w w W w Ci 03 In '' j 0 i w w w w W w 4. ISTING xer SDMH #3 128880.45 325643.10 EXGRADE FREEBOARD=165.00 --w%w * 414. w * y * w w w w i WATER SURFACE=164.50 'I- w\ w wVRIM=164.00 T CO SDMH #14 128907.92 325665.42 170 170 I ` BOTTOM=�64.04I OV #1 128921.77 325486.89 - - _ I N 128896.24 ww ; wIE=161.001- - --- 165 - -- ,` - - - 165in E 325481.35 w wN 128899.26 OV #2 128992.37 325832.81 3:1 MAX.�� '�' -3:1 MAX. 76s L I w 4JJIE 325487.04 R\\\- f v w w w I 1 w W W w w w w W I 160 M ` PROPOSED 160 1 w 64- \ W W W W , L - 6 PERFORATED PIPE GRADE I1 i� \\:\._ w w ___/ SD SD I 165 155 I 155 1 e 2 -0+25 0+00 0+25 0+50 0+75 A \ N 128896.29 E 325496.97 T 2 Ln WQ FACILITY 2 PROFILE \ Pr m SCALE: HORIZ: ;'' = 20'= 10 4.41. o 1 165.30 TP I 0, N- -T t -F - 14 . ---- 16,. ,.7' � � � 4 / , ITD1nITI 1- u) I Lip u7 U WATER QUALITY FACILITY #2 LAYOUT O MARK DATE DESCRIPTION 0 SCALE: 1" = 8' - Issued: 8/28/2017 0 Scale: AS NOTED / a 0 / C N 0 I F 0 ,-, r � L O I .. 1 Copyright 16013 1 ui 03 PERMIT SET 1- E 1 a ✓ [V O Q STORM DRAINAGE N n O N SECTIONS /03 U k- / ID Z C5 . 5N O O . 'Z'I- C5 • 5 50 I 40 I 30 I 20 1 10 1 0 1 50 1 40 1 30 I 20 1 10 I 0 6 6 BORA _ Bora Architects, Inc. / co' SHEET NOTES 720 SW Washington, Suite 800 °Hu oyL �s D \ Portland, Oregon 97205 J 1. SURVEY SHOWN IS BASED ON 2017 SURVEY PREPARED BY KPFF. FIELD °� °yU _ 503.225.1575 VERIFY UTILITY LINE LOCATIONS AND DEPTH PRIOR TO CONSTRUCTION. �� Olt/ °tiG 2. RIM ELEVATIONS SHOWN FOR REFERENCE ONLY. COORDINATE WITH GRADING www.bora.co _ / PLAN PRIOR TO CONSTRUCTION. - _ \ 3. COORDINATE PLUMBING CONNECTION IE AND POINT OF CONNECTION WITH - - - - - anu s'''e, �(i;' \ ,„_ - - PLUMBING PLANS PRIOR TO CONSTRUCTION. ' NU _ 4. FOR SITE LIGHTING AND ELECTRICAL SERVICE, SEE ELECTRICAL PLANS. c? \ _m SW DURHAM ROAD ltrif 1:). °HU NT 0,y6, 5. COORDINATE NATURAL GAS SERVICE WITH NW NATURAL AND PLUMBING I., 1 I PLANS. 111 lAOR 9720e 50U ¢PSI S F 2 '�"� u 12"SD 12 ,+ \ 12"SI /12"SD 12"'SD 1J11L12-SD 12-SU 12"SD 12"SD 12"SD D U 5u Oki' 12 � _ . -f2"SD X KEY NOTES Portland, 4 e r : 503.227.3251 • ,Y r / . ,. YOUR O Owww3knff.com81 W 12 if'W w 12 w 12 W 12 w BEGIN RIGHT TURN EXIST. FIRE SN�tu �1z' SEE WATER 12"W ,1 'w 12"w LAI 1 'w QNl1- 2" iif r 1116.11110. B R o R o o a SYSTEMS LAYOUT 3' „ 1. CONNECT TO EXISTING WATER METER. FIELD VERIFY 5N\\ HYDRANT ASSEMBLY , ,�- ° SEE ISOLATION VALVE LAYOUT \ o o SHEET ~�� '� 3 n ss 5 �8 �.. T SERVICE TO EXISTING DURHAM EDUCATION CENTER AND / r��, / SHEET C6.1 _ Sys _ _ _ I lIl_ - _ *? I GV TR REFEED FROM NEW 2 i" LINE DOWNSTREAM OF METER. - - r � - - - 1 - 90 DEGREE BEND Luo -- - PROI/IDE ISOLATION VALVES AT BRANCH CONNECTION - r __c.;%\Wig," r�_ W - - NEW R.O.W. LINE _ Q, � TGV I c),717 - ' TO THE NEW AND EXISTING BUILDING TO ALLOW FOR \le i ` 16 - �� cENW- - I �*+ • ISOLATION OF THE LINES FOR FUTURE MAINTENANCE 411WSII ;..._.. ._...„_... ______ �.._ 1 ` I 5' lip o NEEDS (SEE DETAIL 1/C6.0). COORDINATE CONNECTION I Lt ' .� 1 , oy , • I• J TO EX. 2" METER WITH CITY OF IGARD PUBLIC WORKS © „ y , - r PRIOR TO CONSTRUCTION AND INSTALL EXPANDER TO 175 LF 2 WATER LINE / ;,, I I �I i 5. PROPOSED a" - I \ D o _ INCREASE WATER LINE SIZE FROM 2" AT THE METER TO _ ' 8 I WA 5EMENT o 2 " SERVICE LINE ON--SITE. �� o 716 -1 \7:riiiitt 1 TEE fo I! u/ / 16 rF '* I�i n !��' 47 LF 4" FP 2 3 - 2. EX. TREE TO REMAIN, FIELD VERIFY ROOTS OF EX. TREE l / / AND ADJUST NEW WATER LINE LAYOUT TO PROTECT o- �- I I 1'� . TREE. - o-- I = � �}' FP v - 32 LF 4 FP - x 0y� a RDr^r 1 -_ - - - - - - - - - 4 3. PROVIDE NEW PUBLIC FIRE HYDRANT ASSEMBLY (SEE OD PROFeS • o - J_ -0 _ __ - __ - -_ Q \ +.� W` . I �' DETAIL 5/C8.3). CONNECT TO EX. 12" WATER LINE IN v�5 IMF s%y _JEH� -D - I I N • / i DURHAM ROAD (FIELD VERIFY LOCATION PRIOR TO ck. �� F4) qr o 0„ I %/ //// / . // // / - //�, - l " 72303 O7 2 }r2 W I \ ." INSTALLATION). MAX DISTANCE FROM CENTER OF ..• ti * I ^ `' I % / i - 4" I I HYDRANT TO FACE QF CURB SHALL BE 15' AS "fin �'�' �Q `�- oy I /7/ / _ I O7 FP I I I I 5 INDICATED. COORDINATES ARE PROVIDED FORA OREGON � jL / HISTORIC DURHAM CENTER / i w REFERENCE BUT FIELD VERIFY 15' PRIOR TO -y .61 13 z4o. Q� $ - 6"-� , .) 6 % I I I INSTALLATkON. �0/ N1Q` o3,: 0- ` I % I �� I R. CHP 3w,091. , - •• . ' s I / I \ -' / �n / ... 4. WET TAP NEW 4" FIRE PROTECTION LINE TO EX. 8' EXPIRATION DATE: 12/31/2017 G RIO � PUBLIC WATER LINE. COORDINATE CONNECTION AND TAP '� -T - ' . )1 WITH CITY OF TIGARD PUBLIC WORKS DEPARTMENT 4 ` a ,, �' .--� ' I I •mI t PRIOR TO CONSTRUCTION. INSTALL 4" GV AT TEE 4 _ iIii: . I I INTERSECTION AND ON 8" LINE TO ALLOW FOR //////////////j / / _ Ir I` __ / / / I f I� _ _ r 4 ISOLATION OF NEW FIRE SERVICE CONNECTION. e a hD / I I 1 5. COORDINATES ARE PROVIDED TO CENTER OF ` .. / / m STRUCTURE. RD / - � u I / % r I , - _ l I 1 ° ,. i `\ j ( a I "! I 1 SD •- �) t ` ' SD SD 6. POST INDICATOR VALVE TO BE INSTALLED ON FIRE LINE. / 022" / \ / 1' I I I 1 1 FIELD VERIFY LOCATION AND PIV SHALL BE LOCATED L E / �' I / II OUTSIDE OF WALKWAY. INSTALL PIV PER DETAIL 7/C8.3. • 8 a) / '`,v y z 'fir I f1////////////// i.11 0 �- 8" I �1■■� X411 / .2 L. Ill II - -� I I b 7. SEE PLUMBING FOR CONTINUATION. VERIFY POINT OF R. 4 O• fn I , CONNECTION AND INVERT ELEVATION WITH PLUMBING C ! ' 1 - • I I I , `' PLANS PRIOR TO CONSTRUCTION. CU W// / % 1,/ ` 1 8. GREASE INTERCEPTOR - SEE PLUMBING PLANS FOR - LRD �� O I I © I I )1 LAYOUT. 0 !7i-i/E / / 014" INSTALL TELECOM VAULT. _ _ I- N� I 10" j / / t - * ' ,. - , " , ' \` Y _ _ -I - I 'Pr, -� 9. ELECTRICAL AND WATER LINE CROSSING. COORDINATE ci 2-STORY WOOD / w - i I I UTILITY CROSSING AND DEFLECT WATER LINE BELOW r & CONCRETE A I `. I� 1 i ELECTRIC LINE. 0 ZBUILDING r _ .- se ••a e.e• n•eJ^ _ J 0-0 \ •� a / c ' . i ., r - I I F I ICV I i 1 10. CONNECT SAMPLING PORT LINE TO SS LINE I - I w / AC ' I I I� I _ (COORDINATE WITH PLUMBING PLANS). •s7 CI3 V �+ lc J RD w V I I I � CREASE INTERCEPTOR_/-.----- - g„ e11. FIELD VERIFY SS LINE AT NEW MANHOLE STRUCTURE. IF 3‹ o / \..� N 128923.14 / / W W ! i �" 8„E 325656.97 IE OF 6' LINE FROM BUILDING IS GREATER THAN 12" 6 / 7\ ® / 'I I4 i iw W '" 6. I I ABOVE IE OF EX. SS LINE IN STRUCTURE, INSTALL -- 3 / ] W ' I 11� _ 1� 12's- DOWNTURNED ELBOW. 3 0 03 / ^ Il ' # I9 o I / ®6" SS CONNECTION I I SAMPLING PORT 1Q I SHEET LEGEND cn W IX `� IE=161.83 •• / 1 N 128895.56 -o N - CU E / W W . E 325515.55 r W 1 W .� I. �� - EXISTING PROPOSED '+� /r 026" v , I FM - • ID ON t rRD I .wSD - - i -- - -,5 I .D SD _0_401"1111111; p � FIRE HYDRANT -�- Ca 4; \ o „1 I cf FIRE DEPT CONNECTION0 / ;�i - 29 LF - 6 SS AT I . I ��r; - Air g = HB -6L6 b- co -0-* / //r//7/ _ „ r I 29 � lc8 ■ I �. �,n 15.00 PROPOSED ! I ! I I SS SS SANITARY LINE SS SS4lS��r� '�� S�iIII!II II SPS;i� _ �D 0111 SD / : i WATER EASEMENT • I IIS, 1 O _ _ 8„s - y �, • ;Os; SANITARY MANHOLE • .� .� , a� 0 0 0 0 0 I m � � � �- , - IL \\/0 -WI i I li ill i r - _ ,�;� ? I� ?± i �� W I Sii. / �� W W WATER MAIN W W • Pir z .11 5S _ _ IE IN-160.1 (8" EX. W V s"s I o THRUST BLOCK. ~/~- '~ ��'� °$ PR- " ' ° ti.-- INSTALL TELECOM VAULT. , EXIST. FIRE J �' IE iN=160.1 6 N HYDRANT ASSEMBLY' ;' r. EXIST. 10' WIDE 1� ( ) LREFER TO ELECTRIC: PLA S. - - II c --r-- SANITARY SEWER - 6„'- ' - ,, IE OUT=159.9 (8" EX. E) 107,_._� • - 8'ss��--1--1 i 8 / r GATE VALVE EASEMENT 6"-3 , '4'•s 6,\ ' • -'' 6„SS 6"•S f + i N 128869.69 s �r 6.,S5 6, . 4 , /Vi. '"33 1A E 325514.00 6"s9 Lr-. r - .. 66:r 6,•ss s"ss S R � '� �_ CS OA 1 _` �i I POST INDICATOR VALVE (PIV) A `�% \ CCL --fir "' - �� / 41,6\- 4 7 \ A ------.011111111/' WATER QUALITY AREA W v W w 11 ✓ L i 0 e 0 r e" --"I I I Wjf I rej C) Q \ o�'° 15.00' PROPOSED j 07„ I POINT OF PROP. UTILITY 2 OEL IX \ r SANITARY SEWER EASEMENT �� I J ( e RECOMMECT10N TO EXIST. 2 ili v o -vwi/•B \ ,X. c c a- I m � � B BUILDING/COVERED AREA cni j ; --- / '' \ -- EXIST. FIRE HYDRANT . Q \ I I I a 0, .,, ASSEMBLY IN PLANTER N 5" \ U / , \�� I I 1 1 o MARK DATE DESCRIPTION a - 11 / - i Issued: 8/28/2017 1- 0 Scale: AS NOTED / 0 U A ADDENDUM 1 09/22/2017 L%-) N wc U I v o L- U M1 Copyright 16013 o on 11 it E PERMIT SET 1 a 0 r` o N 1-- -4.., 0_ rt"--o SCALE 1 INCH = 20 FEET UTILITY PLAN - WEST o ' . j , _.,2 20 0 20 40 /cnr V ,- / 0 O O O Zr- C 6 • 0 E I 50 I 40 I 30 I 20 I 10 I 0 1 I 50 1 40 I 30 I 20 I 10 I 0 6 30RA ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 11 ■ 111 III °NU11 li ■ 'SD 12"SD 12"SD 12"SD 12"SD 12"SD 12'SD 12"SD 12"5D 12"SD 12"SD 12"SD U "Sp 12"SD \ Bora Architects, Inc. t o 2 50 720 SW Washington,Suite 800 ■ 3 °yu \ II Portland, Oregon 97205 _ °yU 503.226.1575 ■ o — www.bora.co ■ • �' 3 B - CN PCHT TJ \ 12"W 12"W 12"W 12' 12"W 12"W 12"w 4 I. o 12"W 12"W 12"W 12"W 12" i '. 12"w 12"W 12"W J 4,1% lq:/ffi jal rl-P lit ' All_ I\ IM1- V L T ■ 3 INSTALL FHA 111 SW FifthAve.,Suite 2500 � Portland,OR 97204 ■ N 129110.51 vi N - II O: 503.227.3251 E 325653.14 [E1 E 1 [E] FS03.274.4681 ff om81 www 5 III GU in5 ili - - - - - - - - - - - - - — — — -- 1 — El a — a 13N .-.-. ,r; -to LF 1 �" IRR 4" DOUBLE CHECK ASSEMBLY ON FIRE mi — -PROTECTION LINE PER CITY OF TIGARD &C), ` Cv II STD DETAIL 532 ENCLOSURE IS UTILITY EllNEW R.O.W. LINE INSTALL FDC@DOWNSTREAM OF DCA VAULT 577-WA AND ENCLOSURE IS ■ LOCATED BELOW GRADE. Z? -L. - - — — - - — - - - - -N 129086.38L_1_ _ — — I, _ — Ill- — — — E 325641.02 ■ 2 r WATER LINE 1 1/2 " CURB VALVE 1 i" IRRIGATION \ ^ — . 7 WATER METER ` Tri ` O I r PROF11 I" IRRIGATION DOUBLE ( I , h 1:-----:c. <*-6721 . WW W W N 129086.38 ■ S" " CHECK VALVE ASSEMBLY ' �� O o m ' E 325691.49O FS,�y2 h x 1 TEE TQ IRRIGATION SERVICE 1O y L� 303 ■ N 129090.07 E 325635.37 M r ''.� ti c, ` _ It_ SEE LANDSCAPE FOR 71i 1 � � f■ 1-- CONTINUATION l I y9 �NR13Qa� Q� M I f41FP FP FP FP FP _________:-\ P FN --- 4 FP FP -. IIII ,i Nay III 2 1/2 " GATE VALVE (TYP.) +?. I— _ _ _ _ I III1EXPIRATION DATE: 12/!V 4 I fMI1- 90 DEGREE BEND40/1) ■ 4 E 1 - TB ----15' PROPOSED WATER EASEMENT---- N_ I I NI 4" FIRE PROTECTION UNE 17 111 . 111111 . . . . . . le. . . . . .i . . 1 WE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 16iiME ■ ■ ■ ■ ■ ■ ■C,. WATER SYSTEMS LAYOUT a) SCALE: HORZ: 1" = 5' ' "11 C a) C-) a 0 ._ ■m ■ 77 . 7 . 4 _ ■-■ ■ ■ ■ ■ ■ ■ ■ vp, ■ �, L ■ 0 v - EXST. M 3 , N (FIELD 2VERIFY LOCATION) • 3 0 10 coo G - - — R METER — • — - - - - - — — I CW cc J A co � N E (0 N 73 0:1 • INSTALL NEW 2 " • ~ _ o A SERVICE LINE _t /- - — — _ I _6 " 0 _ N- — DOWNSTREAM OF METER. /? — O \ NI ; INSTALL GATE VALVE FOR \ O O I °s ISOLATION OF BUILDINGS. ■ ►— O 00 •— C) '1 ■ ■ � ■ I ',-' 4 * ----- , Q w w � w '\ w w 1: 19 / ■ , - N IIr.1-' _ I G ■ _�� FIELD VERIFY EXST. WATERN SERVICE TO DURHAM CENTER 111 �"__ FROM METER AND REFEED ; , Oy 2 . FROM NEW 2 " LINE. / G . 2 us U IIO m s 111 N . , ■l OtioI c Il v ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I R MARK DATE DESCRIPTION ISOLATION VALVE LAYOUT SCALE: HORZ: 1" = 5' Issued: 8/28/2017 0 Scale: AS NOTED 0 0 / U) c ID 0 I O 2 i O n V o c Copyright 16013 1 1 PERMIT SET IT a N.oa UTILITY PLAN ENLARGEMENTS s� 4-) Nrryl.0 a�m V ,,EF / 1 6 p C6 . 1 I 50 I 40 I 30 I 20 I 10 I 0 , ( 50 I 40 I 30 I 20 I 10 I 0 6 6 B 0 - A INSPECTION FREQUENCY: DURHAM EDIJCATIO NI CENTER Bora Architects, Inc. 720 SW Washington, Suite 800 SITE CONDITION Portland, Oregon 97205 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, 503.226.1575 INCLUDING RUNOFF FROM SNOWMELT, I E : , .p. � - tom - ` - www.bora.co IS OCCURRING. EROSION AND SEDIN4ENT CONTROL PLANS , , n '� r - f i i , „ 2. PRIOR TO THE SITE BECOMING ONCE TO ENSURE THAT EROSION AND /' "'•"""°� ' '° ' INACTIVE OR IN ANTICIPATION OF SEDIMENT CONTROL MEASURES ARE IN "'� �._�..•.L '_- "" SITE INACCESSIBILITY. WORKING ORDER. ANY NECESSARYTIGARD, OREGON ` MADE PRIOCETOND LEAVING MUST USITEBE • �17/f- -' 5 '.___ ( ..... �.'". iw � ' PROJECT SITE l<13ff 3. INACTIVE PERIODS GREATER THAN ONCE EVERY TWO (2) WEEKS. ,, 1 ; 1 ! ""'"' SEVEN (7) CONSECUTIVEDEQ PERMIT # TBD 'i i ...° L 1 4u ,:+ CALENDAR DAYS. 4......,..._::__ �° „r ., q 7 �,,,,. ,� .-�"` 111 SW Fifth Ave., Suite 2500 4. PERIODS DURING WHICH THE SITE IF PRACTICAL INSPECTIONS MUST Portland,OR 97204 t O: 503.227.3251 IS INACCESSIBLE DUE TO OCCUR DAILY AT A RELEVANT AND DEO ESCP NOTES • 503.274.4681 INCLEMENT WEATHER. ACCESSIBLE DISCHARGE POINT OR ,. ,+ �� www.kpffcorn DOWNSTREAM LOCATION. 411. :pi, €�� 5 5 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT 24. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE - � �INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND GROUND DURING WET WEATHER. (SCHEDULE A.7.A.I)* ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQS 1200-C PERMIT �, r 1CONSTRUCTION LIMITS. (SCHEDULE A.8.C.I.(3)) +� �..,.• .. .� f REQUIREMENTS. 25. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE* INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. SCHEDULE A.9.C.1 k �� -REQUIREMENTS. ( ) k •* CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THEFORM OF AN ACTION PLAN AS REQUIRED. 3. IN5PEC11ON LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-C PERMIT 26. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHESVINITY MAP REQUIREMENTS. TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE ETD 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ONA.9•C.II) SCANTSTHE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND REQUEST TO DEQ AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF 27. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN TFIE ESCP AT THE SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS CONSTRUCTION SITE OR AT ANOTHER LOCATION. (SCHEDULE B.2.A) CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. - - . •:!: 1k4.214, -' * .,. . SUPERCEDE REQUIREMENTS OF THIS PLAN. (SCHEDULE A.9.C.III & IV) - - ,. __5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE _ • liu� : �; ?• -- CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. 28. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE ; liI ill ,b( ) ,,. ��� pPROF�SSSCHEDULE A 8.A REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS r * �"^""' ' 'fieBMP MATRIX FOR CONSTRUCTION PHASES - � II = � 4 = ? ' .. G 1 FTO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY ... i t g v F y 6. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON ems' lr 1 • .4 [#N W -SII �i 1� '� _ e� `` 7��f13 4, 9�ritt-CH TO DEQ GUIDANCE MANUAL FORA COMPREHENSIVE LIST OF AVAILABLE BMPS. SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.I) ,.. "'" "r41. g t'4 1 �..1 . • tiNEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND �� ' 'MASS UTILITY FINAL WET WEATHER SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.C.II.(1)(C)) 29. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOTt- - _ �•,r. ____` OREGON CLEARING GRADING CONSTRUCTION STABILIZATION (OCT. 1 -MAY 31ST) OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUPj ,� , if0.-.4.-*"l yam! "401. 1310 �Q= 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS RELEASED SEDIMENTS. (SCHEDULE A.9.B.II) ! �N/ N� EROSION PREVENTION IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. . ,' R. CN P PRESERVE NATURAL VEGETATION X (SCHEDULE A.12.C.III) 30. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH :, 1 „_,, dfi I EXPIRATION DATE: 12/31/207 I LAYER,I TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES , , . . �;;� t .,. ,_ GROUND COVER . I � DURHAM EDUCATION HYDRAULIC APPLICATIONS 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) d = y. 4 ` INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(D)) r. CENTER BLDG ADDITION 4 PLASTIC SHEETING X X 31. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION MATTING 9. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW ANDAit 1 _1,„1.14„., . , . , DUST CONTROL X X X AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK ,� •4i o 606 , 3 , TEMPORARY/PERMANENT SEEDING X X AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) i 4 , „,-, BUFFER ZONE **X X X X X THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ' OTHER: ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) & (2)) 32. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT --- '' .ettiol SEDIMENT CONTROL REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR SEDIMENT FENCE(PERIMETER) X X X X 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY SITE MAP L RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO SEDIMENT FENCE(INTERIOR) CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.B.III(1) CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS SCALE: NTS °W STRAW WATTLES X X X X X AND A.7.6.III(3)) AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.B.III(2) FILTER BERM AND A.8.C.III) INLET PROTECTION **X X X X X 11. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST DEWATERING BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE - MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHEDCi SEDIMENT TRAP FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN PROJECT LOCATION: PROPERTY DESCRIPTION: OTHER: INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. EROSION CONTROL SEED MIX DURHAM EDUCATION CENTER TAX LOT: 2S113B000300, 2S113B00500, 2S113B00401, U RUN OFF CONTROL (SCHEDULE A.7.D.I AND A.8.C) 8040 SW DURHAM ROAD 2S113B000200 CONSTRUCTION ENTRANCE X X X X • 50% PERENNIAL RYEGRASS TIGARD, OREGON 97224 TOWNSHIP = 2 SOUTH 0 12. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE • 35% ANNUAL RYEGRASS WASHINGTON COUNTY, OREGON RANGE = 1 WEST PIPE SLOPE DRAIN BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.I.(6)) 15% CREEPING RED FESCUE LATITUDE = 45'40'41.21" N, LONGITUDE = 12276'00.04" W QUARTER OF SEC11ON 13 U • � OUTLET PROTECTION X X X X x SURFACE ROUGHENING WASHINGTON COUNTY, OREGON 13. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL OTHER: CHECK DAMS X x X X X RDISTURBED OADWAYS. AREASRI PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL (SCHEDULEA 8C.II (2)} NARRATIVE DESCRIPTIONS (4) V POLLUTION PREVENTION NOTICE TO EXCAVATORS: DEVELOPER P PROPER SIGNAGE X X X X X 14. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER EXISTING SITE CONDITIONS ATTENTION: OREGON LAW REQUIRES YOU OWNER: TIGARD-TUALATIN SCHOOL DISTRICT0 CD TO FOLLOW RULES ADOPTED BY THE CONTACT: SARAH OAKS - DAY CPM 3 0 ma 3 HAZWASTEMGMT X X X X X CONTROLS. (SCHEDULE A.8.C.i.{7}) EXISTING SCHOOL BUILDING WITH PARKING LOT AND OPEN GRASS AREA. OREGON UTILITY NOTIFICATION CENTER. SERVICES (OWNER'S REPRESENTATIVE) SPILL KIT ON-SITE X X X X XTHOSE RULES ARE SET FORTH IN OAR 15. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: DEVELOPED CONDITIONS 952-001-0010 THROUGH OAR 6960 SW SANDBURG ST C.a CONCRETE WASHOUT AREA X X X X X GRAVELED OR PAVED EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED TIGARD, OREGON 97223 v./ E 11 { ) EXPANSION TO EXISTING SCHOOL INCLUDING AN APPROXIMATE 10,000 952--001-0090. YOU MAY OBTAIN N OTHER: ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TOPHONE: 503-915-4634 c co SQUARE FEET NEW BUILDING AND NEW PARKING LOT. COPIES OF THE RULES BY CALLING THE = N INTERCEPTOR DITCH LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.II.(1) AND A.8.C.I(4)) CENTER. sarahi.•+aycpm.com L n cu E WHEELWASH X X X X X NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME (NOTE: THE TELEPHONE NUMBER FOR ©ON 16. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR TABLE THE OREGON UTILITY NOTIFICATION # SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. DRAIN LOADS ON SITE. (SCHEDULE A.7.D.II.(3)) • CLEARING - BUILDING PAD, PARKING LOT (OCTOBER 2017 TO CENTER IS (503)-232-1987). ENGINEERING O 17. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; DECEMBER 2017). KPFF CONSULTING ENGINEERS -6 Lco -6C RATIONALE STATEMENT VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND • GRADING (JANUARY 2018 TO MARCH 2018) POTENTIAL UNDERGROUND FACILITY OWNERS CONTACT: NAUNI CHANDRAN, PEplai MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE • UTILITY INSTALLATION (FEBRUARY 2018 TO JUNE 2018) FIFTH AVENUE, SUITE 2400 1C171 M A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS • BUILDING FOUNDATIONS AND HAROSCAPE (FEBRUARY 2018 TO JULY Dig ? F`='Safel ■ PORTLAND, OR 97204 0O •- MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. 2018) PHONE: 512-461-5489 - CO 1-- BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND (SCHEDULE A.7.E.I.(2)) Call the Oregon One-Call Center FAX: 503-274-4681 SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC SITE SOIL CLASSIFICATION: 1-800-332-2344 CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE 18. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND HILLSBORO LOAM 3 TO 7% SLOPE ISA NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL CONTRACTOR/EMERGENCY INITIAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES RECEIVING WATER BODIES: EMERGENCY TELEPHONE NUMBERS CONTACT AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND FANNO CREEK COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.III.) NW NATURAL GAS NAME: TBD ATTENTION EXCAVATORS: 19. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO TOTAL DISTURBED AREA: M-F 7am-6pm 503-226-4211 Ext.4313 CONTACT: XX OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.B.II) AFTER HOURS 503-226-4211 ADDRESS: XX TOTAL: 1.76 ACRES PGE 503-464-7777 CITY, STATE ZIP ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM PHONE: XXX-XXX-XXXX THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE 20. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW TOTAL SITE AREA: QWEST 1-800-573-1311 CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. CITY BUREAU OF MAINTENANCE 503-823-1700 2 503-246-6699. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN TOTAL 2.63 ACRES CITY WATER 503-823-4874 2 ro; ZONE. (SCHEDULE A.9.B.III) VERIZON 1-800--483---1000 0 co 21. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, PERMITTEE'S SITE INSPECTOR: FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS NAME: XXXXXX EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, COMPANY/AGENCY: XXXXXX LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION SHEET INDEX c.' PHONE: XXXXXX DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE w FAX: XXXXX TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. SHEET SHEET o E -MAIL: XXXXX OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S NO. TITLE SHEET DESCRIPTION o DESCRIPTION OF EXPERIENCE: XXXXX SPECIFICATIONS. (SCHEDULE A.9.D) 1 1 C7.0 EROSION AND SEDIMENT CONTROL COVER SHEET F. 22. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, MARK DATE DESCRIPTION o IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE 2 C7.1 EROSION AND SEDIMENT CONTROL PLAN - WEST - DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.B) 3 C7.2 EROSION AND SEDIMENT CONTROL PLAN - EAST 7 Issued: 8/28/2017 I- o 23. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR 4 C7.3 EROSION AND SEDIMENT CONTROL DETAILS i OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR Scale: AS NOTED o CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2)) U a) C a) 0 1 C p +-, s +' L O n U o u1 Copyright 16013 0 m 1 E PERMIT SET iQ 0 o EROSION AND SEDEMENT / Q `'• t: CONTROL COVER SHEET NI (NI La Q\ /CO I--' U r- / Q • N 6 ÷8 d- C7 • 0 1 50 I 40 1 30 1 20 1 10 1 0 I 50 1 40 I 30 I 20 I 10 1 0 I 6 BORA6 - � _ \ Bora Architects, Inc. Ayo, SHEET NOTES 720 SW Washington, Suite 800 °yo ��, zs D •�`� Portland, Oregon 97205 1. EROSION CONTROL MEASURES SHOWN ARE MINIMUM MEASURES. FIELD ADJUST oyu EROSION CONTROL BASED ON FIELD AND ENVIRONMENTAL CONDITIONS TO 503226.1575 _ / II o PREVENT SEDIMENT AND SEDIMENT LADEN RUN-OFF FROM LEAVING PROJECT ti� oyo _ L-ss.7gy�\,� SITE. - www.bora.Co R=2864.79' 4 .\) - ,l _- ` 13A515 ur BEARING - �I I�`37" - 2. SEE SHEET C7.0 FOR ADDITIONAL NOTES. \ ., , v \ CHD=N89.4?53 W PER ACRS (PORTLAND ZONE) 58.79 �yG • - 3. PROTECT THE EXISTING BUILDINGS AND ACCESS ROAD FROM AIR BORNE DUST l \\ A ` S 89'41'51" W 1264.47' T AND SEDIMENT. �� ,,�' ��, - SW DURHAM ROAD , ,, _ oyU I °s& v..! 1q3fif c, 1 I, / , / . ....,_ \ . ..---- / / 1-4 1 / / ___-� - ♦iii r �0 111 SW Fifth Ave.,Suite 2500 �. ,- - --_ Portland,OR 97204 �w 12"SD 12 ;#0\07-10 12-SD uwv 2'SI�� :5T3 5D 1�'-- -72-SD. 16* 12-SD C \� '- • '1 Z12"SD ,,,,s-'-v----1= ..moo „ 2Ar,-=.: O KEY NOTES O: 503.2273251 Jc F: 503.274.46$1 rii, YOl3Ra C' BEGINwww.kD(fc3om 12"yr 12• : i; 12' ��. „w,\ / ,w 12 12�IN t ttu 1, ' 1.i"W 1• ,I u" ., i � 3°, ., 3" ° w• 12"w L„' 1. MAINTAIN EXISTING WALKWAY BETWEEN BUILDING. INSTALL SEDIMENT5• 3 x,. ,f t . + f3 B__ 4a, -B~ ° B 0 45 4' 5 3 T 48'.:, Ai / �° ff o o O O y;r `�f ' H N89°55'1• 1 - ! `40145"E CONTROL TO PREVENT SEDIMENT AND SEDIMENT LADEN RUN-OFF FROM //i . y ` ice. • • • •3'51' w. ° { ' ' 1! ' ' - FLOWING ONTO WALKWAY. • 1 0 ` *WO ' ' PE' LINE - 41;3 C' ° 0) - = 2. MAINTAIN EXISTING SIDEWALK FROM DURHAM ROAD TO DURHAM � �_ -16" - - - R - - r n Terni n �V89 40 E rri -N T•- i - - - ... cE1,4 /- a " �' oo �' ,�, oor ELEMENTARY. ENSTALL EROSION CONTROL MEASURES TO PREVENT �r \ 0 - o � v. J `o °" z0'� tir " (_ °�' SEDIMENT AND SEDIMENT LADEN RU1V-OFF FROM FLOWING ACROSS � ^ Par � 78 Q r \ ' f - - ;�`!� I ( WALKWAY. \ LAWN t•_,4I+ i LAWN I , LAWN �� , 0 " 01 3. INSTALL FILTER FABRIC BELOW LID OF TRENCH DRAIN TO PREVENT • �� "�• •-30" t `-' �I 8" '. T) r--:14 SEDIMENT FROM COLLECTING IN STRUCTURE. ` . • • -,.. .e"ki llk . ; • '-'7::6-1 4. WATER QUALITY FACILITY 14011.1 - --i • Vi \ ,- 1 .,. r � Q I♦ . • _ _ i=illiil 0116 N. 1 oz / I y 1 RDF MN 7 , 1,1/'1 _ r, m1 A 81 d2 a _ S�,�ED PRDFFs�/ it if • 11D"` /� I �� r�ii �� _ - 72303lq I = I ... LEGEND `tea0 - _ c .t-OU�r a ,� YARDti u EXIST. = - 1 ti, \- 1 I� � / Q i I :1\ 4 IIIIIMMMM LIMITS OF WORK ,OREGON�� ? '' „�ti 1 �oyG HfSTO IC DU�HAM•CENTER I f1-1 -vM• 1319 Ni" 2 I '��� 1 --- 16"-, v - 6 Il I I 1/ A / �4N/R. CN ANON 111110 ,-- G \ f I re , ' ) ® TRUCK WASHOUT1 I EXPIRATION DATE: 12/3VZOD i - ' ,I �� GATE - � �. � � -•e ioF -�- 1 I MN 4 4 j - - BREEZEWAY I / n SII I 1 , =165.5 ' •m I 2 V/ / _ ®-- FFo I I SEDIMENT FENCE (OFFSET FOR CLARITY) Vi r __.. c 0- TREE PROTECTION FENCE C�.3 • `/ 'I ` i e 0 , 1 I U n FLOW ARROW - DIRECTION OF EXISTING FLOW RD lam- ,, 1 / �� :{ �' ► I / / ! 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NO. 94081690 (DATED 09/06/94) v au l f f ! /1! ¢ K CR i I ! ; 1 ! ,,5 -- ti I I - - ilz 0 / I MARK DATE DESCRIPTION 0 I - O I 7 Issued: 8/28/2017 1- 0 li Scale: AS NOTED 0 0A ADDENDUM 1 09/22/2017 L N N O I E 0 o +, _co L0 j rCopyright 16013 coI1 in o E PERMIT SET 1 Q- n � O `, 1 SCALE 1INCH = 20 FEET EROSION AND SEDIMENT n nr CONTROL PLAN - WEST o\� iN Li" 20 0 20 40 %rn U ON z � � 4548 C7 • 1 a 1 50 I 40 I 30 I 20 1 10 I 0 50 1 40 1 30 1 20 I 10 I 0 6 6 B 0 - A I., zH Bora Architects, Inc. o v, 1 SHEET NOTES 720 SW Washington, Suite 800 o D N 1. EROSION CONTROL MEASURES SHOWN ARE MINIMUM MEASURES. FIELD ADJUST Portland, Oregon 97205 y� I 7 iii EROSION CONTROL BASED ON FIELD AND ENVIRONMENTAL CONDITIONS TO 503.226.1575 PREVENT SEDIMENT AND SEDIMENT LADEN RUN-OFF FROM LEAVING PROJECT SITE. www.bora.co 1 r co 2. SEE SHEET C7.0 FOR ADDITIONAL NOTES. — - -, • __ 4FcTInN. LINE ;100_1 ,y�� — — — S 89'41'51" W 1386.69' - 3. PROTECT THE EXISTING BUILDINGS AND ACCESS ROAD FROM AIR BORNE DUST 11 S 89'0736" E 405.29' - - //),--oi- - - - - AND SEDIMENT. lqjfifi N 0, ���' f/1 _ - '" T y SW DURHAM ROAD _ _ 3 , J--cL_ N 10"SS `S) 10"SS L __ _ ___--- fth ve., Suite ��w• 12 \ 1 �T . !j31.,.) — -- --- 111 Portland ndAOR 97204 2500 U o 12'SD / + 'rn 2„SD O: 503.227.3251 >yU � ,2 sD 12 SD 12 ,0 ,z 5� �2-5b ,--'., _. .--- -- 2'-- 12” X KEY NOTESBEGIN l6HT TLTR V a l2"SD 12•SC Ewwwkoff.corn112"SO12"W 1-rAii-- W ' U" I - 1 "w 12"W 12"W 12"W 12"W 12"W 12"W 12"yy i., 1ri' 12 SD�— �`� / 1. MAINTAIN EXISTING WALKWAY BETWEEN BUILDING. INSTALL SEDIMENT �_ 0lt�� 12"w 12"W la 12„,_ 12"W rj ; "40'45"E / =r• i_iii .........................4 _ i.,' CONTROL TO PREVENT SEDIMENT AND SEDIMENT LADEN RUN-OFF FROM 5 • 15B i`lti - r�lrr>s� 'ff.... w • . �. S: ' - '11K + - '.r all oNu - �,• _• , S 41?v-' I4 -tF0V SB FLOWING ONTO WALKWAY. • °t o, o, I " s J- -, I OHU ! •, 2. MAINTAIN EXISTING SIDEWALK FROM DURHAM ROAD TO DURHAM „40 E •en - \ r \ t _ n -.,, ;, - -- ~ 4° - ' - • a o a • P + F. - o - ELEMENTARY. INSTALL EROSION CONTROL MEASURES TO PREVENT 20.00 � �� -■ - b • `:"- 1y . 1 - - 4 — rl�nccWAI - - - - _ / SEDIMENT AND SEDIMENT LADEN RUN-OFF FROM FLOWING ACROSS v - ����� ( 3 5 •'w /• ( ( 'AV .' o° '�; '+ -o° ':rt� : rn * �``' 'i i '.* � �+ / / S 89'07'36" E 120.9 / /' WALKWAY. t •15' PROPOSED ATER / 3. INSTALL FILTER FABRIC BELOW LID OF TRENCH DRAIN TO PREVENT r r i / 0- ` _`. 18” / I 1JEASEMENTJ �i'` �I �2 . ��` • EASEMENT SEDIMENT FROM COLLECTING IN STRUCTURE. I 'Irli �,. / RIGHT-OF-WAY 4, WATER QUALITY FACILITY DEDICATION / til - / • �' _ �OC. N0. 2007-117141 / la / / , • TRAFFI '/ / - T— CAB. ` - - —160— — / . iiiir 1 �/ / / / r /q , ,...4i. // �\ ���ED PROFESS' �� / / ICV �• �V�S�N {� I N �r e�/oy'9 '•••••:".-...-"/..1. ---7•) .' . 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C� SD SD SD 4, * * * y • �� 7 - - , W ` 4. 4, r... 1y W*�W W W /w 0�j� t ice ' , -"-,C �� FLOW ARROW - DIRECTION OF PROPOSED FLOW —1 I \ W W W / W W O ._w, W W'*II 0. 10 4' . ��'d //�+ ICV(3) \ ilk L U I � ��r \\�,�Ilrr,,�, ,� W �� W . �� N DS1,�ardor CONSTRUCTION ENTRANCE C7.3 ' r row . +- 0* „4////,..„,* W W W Wmima 11.0 Jik alk C �O�• °j + w ,,..1...:,‘ 40511t i5'+ ?�o� �� CATCH BASIN PROTECTION (INSTALL ON NEW vir _ �° :41"'°°:, , . ,�♦ CATCH BASINS AND EXISTING CATCH BASINS39 ��� WI J ��� `� WW �' /�� tie ��' o a si INCLUDING THOSE TO BE DEMOLISHED PRIOR — �',� ��� j" /~2' �� 5�0� ti'L� ���• TO DEMOLITION} 0 _. : di, o I .�► �•�°���.�'.,1 . 12'5 / o7" ' soTRENCH DRAIN PROTECTION (INSTALL >-2 Q1 �, z, ♦��` °,��,��. 4411 ►. ♦1.. ♦. PERMEABLEGEOTEXTILEFABRIC BELOW LIDOF Iflti 3 �; l for°jto4..i,�I %� •-.'I le r� TRENCH DRAIN AND ANCHOR IN PLACE USING I j��g��'���+/�`p 12s� I�P� TRENCH DRAIN GRATE. REMOVE FABRIC AT •o F N i � toAreof a� COMPLETION OF CONSTRUCTION.) � I o C•4 w ,42 10 ,:.:ApAiiikilip- 404._ 0<6 2cr, 'L CO 1:7 7.0 - Oum I ` 140-- --1 uJ Co r APP / ti Od N 44411•4144 1 /I JE3 , 10 / s b O I / i I o; o. rC� / J/ cts / / 111111 . 1 I. ICt ,.., Ca E - _ / N . 0, 07'jje,...._V 1 -- '. I 4 N To CO 0 fx . iZi....„,..0°°. i 4 01410,1 W -0)- M O ) iii!' alh., L--' 'moo ' ..............#givi . JP '1. I: 0 10 1 `� �+ I^ 15' PROPOSED WATER NC'R o CaL ' w i EASEMENT ■ ri Io �, l'it CD , r:- <di' `^ — H 0 c •- 1 4, _ I,..._, in 1 0' ' 0 00 H . R 1111P- ii a m :IS a 8" \. GP =7:77t-'1 0 4-. . .0e,._ ... _-, ,-) ,ti 4, .. ..„. Ail ..t -, , D GP, 0 10 20 40 80 FT 411) II 1"=20' 0" 2 II 1 I „.,T, i CNJ / Io I i 0 p C'fl ti N 89°41'51” E c a 20.00' r... o I I , ..........- w I I I ......... I �I . R ti I N 89.48'38" E 119.59' / o I 1 MARK DATE DESCRIPTION o _ I ii 7 Issued: 8/28/2017 1- 0 0_ Scale: AS NOTED 0 Q U C U 1 o , �- o DD N1copyright 1 601 3 o 1 , m PERMIT SET I a T---, _ O N o n Q tit SCALE 1 INCH = 20 FEET EROSION AND SEDIMENT O1 CONTROL PLAN - EAST iN 20 0 20 40 j l'- U / O ii cNj - :-7-1- C7 • 2 1 50 I 40 I 30 I 20 1 10 I 0 1 1 50 I 40 I 30 I 20 I 11) I 0 1 6 6 30RA Bora Architects, Inc. 720 SW Washington, Suite 800 e., Portland, Oregon 97205 DESIGNATED 503.226.1575 CONCRETE '''' _PROVIDE 18"x24" SIGN. 4 WASH AREA www.bora.co 2 EACH FOAM -\\ _ -R=(EACH 1 INCH DIAME`- - iF TREE DUMP STRAP - 3' EQUALS 1 FOOT RADI :) w Chi MIN. . =111=111 lir [II1TN1 _i.EXPANSION RESTRAINT � T" I II sell° 111,-,11-,111H 1 I,;,l 1 I; 1�� SW Fifth Ave., Suite zsoo r 2" FLAT WASHERS) I I I-I I I-I I II I I-1 i I=I 11 METAL POST Portland, OR97204 O: 503.22727.3251 - `I I R`ay www.koff.com i a� A a� a NOTI�S: 503,274.4681 ` `aa`a�aaaaaa 5 DUMP STRAP ��a��aaaaaa�a`aa`�a 1. INSTALL A CONCRETE WASH OUT PIT AND A VISIBLE SIGN STATING, "DESIGNATED CONCRETE 5 I ��-ala�aa��aaaaa- ♦ Baa+�� as WASH AREA." LOCATE THE WASH OUT INA PLACE THAT WILL BE ACCESSIBLE TO CONCRETE 6' MIN. TRUCKS SIZE TO THE PROJECT. ,, �% BAG DETAIL �� I_ 1 REBAR FOR BAG _ 2. PROVIDE 3' X 3' MINIMUM WASHOUT AREA. INCREASES SIZE OR PROVIDE ADDITIONAL `1 I REMOVAL FROM INLET �� WASHOUTS AS REQUIRED TO ACCOMMODATE PROJECT CONDITIONS. 'i�//�//z/i /�//7/�//��f�/�//�/ '//7/�//�//" �/ ;�,;,;yy-,,1tt _® 3. LOCATE WASHOUTS IN AREAS THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS. '\\/X//,//,//,.//,.//,^\\ \ '\ \///\ _- _ .; ,,•,. •r+t • �• / / / ��\ \'_--•���1trti.'i:�+it%1Ai+ti\+i`"'��' �,/'\ /� \ / •-411�t�y1iP.Vti+,i iVH1,i1`il��•:c• ,- 7 y5,t�yt4+f�Nytf��,t�\�5�y5�t+y 4. FOR WASHOUTS LOCATED IN AREAS DESIGNATED TO RECEIVE HARDSCAPE, SOLIDS MAY BE REGULAR FLOWS y t.++•,,,""+• �� BURIED IN PLACE. FOR OTHER APPLICATIONS, REMOVE AND DISPOSE OF SOLIDS. SEE NOTE 18c2. +•`' ",��,.,--�•;,;? '� '1 SILTSACK® ;\: DUMP STRAP NOTES: ' 1. INSTALL FENCE AT THE ROOT PROTECTION ZONE OF ALL TREES TO BE PRESERVED. ROOT PROTECTION ZONE IS A CIRCULAR AREA AROUND A TREE THAT IS BASED ON THE ..`:';'? ` - DIAMETER OF THE TREE. EACH 1 INCH DIAMETER OF TREE EQUALS 1 FOOT RADIUS FOR OFp41 CONCRETE TRUCK WASHOUT THE ROOT PROTECTION ZONE. / SCALE: NTS 5,�c�ED P_ GINr fFFSSi 2. FENCING SHALL BE EITHER: c.1 F �q •6-FOOT HIGH ORANGE PLASTIC AND BE SECURED TO THE GROUND WITH 8-FOOT „<„,....-----------------T . . ,. �-`� -. 72303 l METAL POSTS. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. OR, • 0 . :ka c - •6-FOOT HIGH CHAIN LINK FENCE WITH METAL POSTS ON CONCRETE BLOCKS. . a • .. .. • Qa e.' e OREGON 3. FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND SHALL REMAIN IN PLACE `��C'ry e ° q • e • a .ie //��N• �3 Zn�4 O(2P� UNTIL AFTER CONSTRUCTION IS COMPLETE. `( A C /R. C1- P� `` ;tea ° • • 4' Al ANGLE BOTH ENDS OF 4. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN .4. '` W'`4,Z4N%� �'��.' 4� SEDIMENT FENCE TO EXPIRATION DATE. f2/7i/20V DIAMETER DAMAGED DURING CONSTRUCTION. MAKE A CLEAN STRAIGHT CUT TO REMOVE ,�o�.��I05%• ,. '• ' . DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED °`������'�11'�nli, tiril q ASSURE SOIL IS TRAPPED 4 4 WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOILS AS SOON AS NOTE ;,,;4;111.111fildl'2 '4 1// . M YI 0 ON POSSIBLE. urg •1. DO NOT USE HIGH 0 • INTERLOCKED 2"X2" POSTS FLOW INSERT BAGS. 5. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF AND ATTACH (SEE TURNED MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ENDS CONNECTION) ALLOWED WITHIN THE LIMITS OF THE FENCING. PLAN VIEW FILTER FABRIC FILTER FABRIC 2"x2" WOOD 6. WTR EE PROTECTION MAYlNG BE NSITS TALLLR AT THE ED AROUNDEDGE OF THE GRO PS OF TREESRING/GRADING LIMITS, INLET SEDIMENT PROTECTION TOGETHERSTITCHED TO POST OR STEEL ) SCALE: NTS FORM POST FENCE POST CD 0 TREE PROTECTION - FENCEPOCKET SCALE: NTS FLOW ) ( IIII �lil-iiii _ C 36" MIN. - •• EXISTING GROUNDCD EXPOSURE ''illl)1♦itEiii•�� ���� - 0 L .-........_....... .......... ILTERff\ F \ \ \// FABRIC DETAIL FABRIC POST POCKET +-' .i H 6' MAX. H •V FRONT VIEW CO4.0 FILTER -- 3 ��o FABRIC 3 CO o '� t cc ¢� CULVERT DRAIN '� 36' - BACKFILL C) W P� SIZED AS REQUIRED -� " TRENCH MIN. (f� .4-5 E O o�� °• // TO PASS FLOW // ,/ , " CO , , N ao;o°� \ i--MIN. cr c_ E0fl•• o0 •••. °•.° M� TURNED ENDS /i. II Tti CO 0 CC ¢ �- r,',, ..0U °. 0 fl7°o :?-12 • N GEOTEXTILE END CONNECTIONS S j j 24" _ o :°,;"0.0-°'. o 0. ,...g.„,•09... /J ° . MIN. /!�� 0".0°. °•;-.. -. 0 0 .06f.--00_7-0 o9•Q°�90 •op•0, L V, ..0° • b „-y-0-0-'0% • O 0 6" 4 ' •°�'o;ba: q .°p';°.°o •o .09.x. J'�\„77,„\- .; CO = O a, 0, • °,'o 00.60.,°6c..,°9•°cP-°• a .4;0'0:Q . MIN. CD 0 0 •�.°° .� 25 • 'R MIN. ° ° :'.0•°o'°p0 .o°'a.fl,-0,•• 'q=.° r12 MIN. SIDE VIEW - H0 00 I- 0'. ° 04.00 .°9'O• t 4" - 6" °-P ° NOTES: QUARRY SPALLS 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS ROLL CUT TO 0. THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, SEPARATION FABRIC `I.4 FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM UNDER AGGREGATE 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. NOTES: 1. THE ENTRANCE SHALL BE MAINTEINED IN A CONDITION THAT WILL PREVENT TRACKING OR 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL EXCAVATED 2 FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, 2 to DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALONG THE ENTIRE DISTURBED AREA. r 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC m RIGHT-OF-WAY. 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH FOR 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE INSTALLED ON THE CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. DOWN-HILL SIDE OF THE SLOPED AREA. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE J CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL 1, THROUGH AN APPROVED FILTERING SYSTEM. PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND k 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, STABILIZED. GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL PUMPING. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH 1 RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL o BE MADE IMMEDIATELY. MARK DATE DESCRIPTION 0 o - CONSTRUCTION ENTRANCE Issued: 8/28/2017 4 r-- SEDIMENT FENCE o SCALE: NTS 2 �� SCALE: NTS Scale: AS NOTED 0 U L 4) U I a � L O Copyright 16013 a 1 � m 14 PERMIT SET I a F- cclo Q EROSION CONTROL / (D o DETAILS N Nu) 0:-...m a /coN- o ,- ---- O N Z a�i � - C7 . 3 6 O d- 1 50 I 40 I 30 1 20 I 10 i 0 I 50 1 40 I 30 I 20 I 10 I 0 I 6 6 BORA Bora Architects, Inc. INSTALL 3/4" x 18" DOWEL 3" ACP 720 SW Washington, Suite 800 EXISTING DRIVEWAY - ANCHOR, MT. GROUT DOWEL / 9 MATCH WIDTH & GRADE HOLES AFTER INSTALLATION Portland, Oregon 97205 A 503.226.1575 R/W LINE - y I - I / SEENOTE3 N - - - 4."..00.- . - - • .. ........ { ' .. ..,,•,;=•„. . '°" •° • 0--' .o•- •. o ''I°'.o - w. O p o•• o '" p 0 .o. � 0 - ed -00. - .O VARIES �� II -•-1-•- ° °0 ° °0 °0 op 'O ° ° °0'O ° ° °D °0 ° www. • N - \ \ fig.O ' °°° 00 °D.O .O°°'°p o D•• ° •0 °° °0.0° ••° •O°° °° o 0•• ° O°° O° o 0 p° .a - 6° M1 / I Q °D ° ° o " 00.° O op °Q . O ° ° °O• ,a D °C1.00 •° O D o0• SEE 2% �l D'°Q ° 00'°0.00. 0 • o °0 v°'o •O °0•° • 0 00 a0•O . O ° 2� - I'I ii,N11=°.rro. aQ'p ° 08 0 00 o D qQ a °° o5' MIN 2% ,� gyp. - ii i±iii=If1;li t=111 1r 1=11 111=iii=NOTE 3 SIDEWALK -i T - ' =1 '-111=111- E -' 11=III_ i E -111=111=111=1i - lig3ff 1 I 6 B N., '!2" u COMPACTED SUBGRADE $" OF BASE SEE NOTE 2 A --0-- II COURSE 30' MAX <9y II I � ASPHALT PAVEMENT SECTION 1 111 SW Fifth Ave., Suite 2500 T 6 ~ 6' T \- SCALE: NTS Portland, OR 97204 10' MIN I DRAINAGE 0: 503.227.3251 II SLOT, TYP. F: 503.274.4681 I I www.koff.com 5 U 5 NOTES: 6" THICK PORTLAND PLAN 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS CEMENT CONCRETE APPROVED BY ENGINEER. 3/4' PROJECTED TOP R/w �,Q� PRECAST CONCRETE WHEEL STOP I ..„00.: OF CURB 6" O���E (6) SCALE: NTS a: 4 . a '.f.'. d. ♦;. :4 • . 2% MAX 0 °0 ,0.. 0 1' °°,:o oo o D °Q... 0 °0.° a 00.0 c, °•°D oQ'd •o 0 o yo op•°O . O .. •°D�00 0 .°°0 °° ...-,:e4°.°.;.--0•0°,,' O0 . . o . .000 '0° ° •o°A' STREET VARIES o..0.4 . . ..-00,-.4 . . .„°Q . a ° °p °Q .a °Q pQ.o ,° n° °D .pa o•°p•p0. ° -..e :��, • f y12'- •,,0„. .. . .°0 •a0 ,oa°° p °��*0.0..Q.o° °°6•°°a •D ao°° O°np 00-00. o°tl _ d •a W W ', W * W * W y W * W TO 66qo a D ° ° °n O O °° °t� '� .o °D 0' O _ D ° ' W - 11=(1 1--1 1 I°n)'1 1 n-I /I-�i-r t I-1 1 E=1 I I 1 1 :0 I-I I 1--' 1I e.s°oed owe.° o°o • f L 4 �r•. •"' /+� i .L `1'.- W W ,}... 4-- W • .�i W _.,. ' W �.ii o ° oe o - -` • i :x.: ' ... •,.:'D. -�. , - 11 l-1 111- 11- 11=111- 11-111-I - - 1 o o - qr .:-: EE-11 II 11 I , 111;,111- 111,;,1 0 0 $o `,� �I III C3 CD o oao 0 0 0 U.N.O. 6' IF X < 4 BACK OF WALK_ ( ) ° A"`' ', X BLDG., FACE, OR: ": (TYP. BOTH SIDES).: ',- COMPACT 6" OF BASE - 2 OF AGGREGATE SUBGRADE COURSE 3 4"-0" COMPACTED �d PROF SECTION A A ( / ) _ NOTES: F --- :: _• +O+•#000•++++•D+•+•+! - ) �, 1 N E �4 ,'••••••°• • ,+ •:+:+••••••••••• _ 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. v F y :16- DETECTABLE ':+i+i+' i+i+i+i o •i+i+i0+ ••••••7+ . :'." NOTE 1' CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF 72303 ++•• • 4.004 b X ►++Aim . ' .' :- TANGENCY AND AT ENDS OF EACH DRIVEWAY. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. :.0 WARNING ;+�+�.* +�+*+�+ ¢ �+�+�+�+� .�+�•+0+�#• ::''r;,' : '==:" . ' inn �E ;� _L ✓ ` 't.. (WHERE SHOWN X+.$ %.00 ..:40 ��••+ .:44:4•.'. :_..;:':: `::H:.'";.::•-:_.': . OREGON +0++ •++# ++##+ +0+0++0++•++0+, ' 6' 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. 2. CURB JOINT SHALL BE TROWELED WITH A NUN 1/2" RADIUS ALONG BACK OF CURB. -,:.,,••:-.::.'::' ..;:,.,•.: ON PLAN •+•++++ ,,•+••++++•+•++•+++,� : '•j*' : :'_;• : .,:..:' �q ✓�y. t3 z9°� P? ,0.4.+++•+•404,-". )oaoa4 Oo°aaoajo°aooao eito, +++•••+•+++•41, ., ::...,..:1.•‘:,,.. ..-5:••••; A;ee +; ' I 50 I 40 I 30 I 20 I • • . •• .• � oE •e ; I 0 I J' ' _ E E 0 •-- C_• C•- tc - C e I0 _ S _ c= t C C 'C C r C C C C 3 30 - • • - J S.• • - 6 6 3ORA Bora Architects, Inc. 720 SW Washington,Suite 800 Portland, Oregon 97205 TOP OF GROUND/PAVEMENT HARD SURFACE f LANDSCAPE AREA 503.226.1575 SLOPE AWAY FROM BUILDING / CAST IRON FRAME AND I MECHANICAL PLUG MANHOLE FRAME AND GROUT FRAME, TYP. PER GRADING PLAN • •: • COVER TO FINISHED I WITH ,GASKET COVER AS SPECIFIED www.bora.co . 4. • ' GRADE IN PAVED AREAS FINISH GRADE 11 r; :• ' ` RISER O.D. _ °� AC PVM'T OR CONC. PAVING CAST IRON FRAME ,,� {�,, + MIN. ��� illit � fir•- -ui 1 ill � •:•..,:'•;a.,•:.•�� ,, 2 SET IN CONCRETE . . . . . . . . . lii • OR OTHER SURFACING• GRADE RINGS I ;. . ' • 1= i I I_-� I �-� 4" = 4" = -`I I •••:•:.::•:•:•:•:•:•...:-:•:•:•:::•:,..:••••:•:::•:•::: : ::••::4 �.,� I I I h •• 12 MAX. = 1-= = . :-• i ::, ''•,', _� -� 1" MAX. p A', =MIN MIN.- }j_=1 ' :• :��.�. ` (j #j A - --� 1-1-41 I r-III 11-� 1 4 •. ,d 2" urp•'..'•oo:.• .:-.•:t�.�•�\ \_\"�i -'' 1-2_1.--' �-•-•- „-•--► 4-�,IT .LE- 11=111=‘, 111: LI : MIN. �- ,-.0-• 0 o; .., i #4 HOOP 25 0 °o, 6" MIN. o° •• -- 9; .+a T 111 SW Fifth Ave.,Suite 2500 • I-1 CENTERED IN 3000 t Portland,07 32504 6" SEAL OF COMPACTED .0 o o• O o o o• o° o.o t o _ _ 36 .0-0}.n°0°o°a. °0°o; . ,°°° °., ,,O.,,- .,,_,,c ° o -_PSI CONCRETE PAD. NATIVE SOIL (LANDSCAPED ° I '`• -" LADDER F: 503.274.46$1 AREAS ONLY) 0'130.40 .0°, zt 0 °o°G • • .0 .,.t . ./.0•0, 00 ,0.0 °° i �� `• \:\ WWW.kDffCOm ° 0°o• o. O (30.°o°° • .• :••-• •' 0° I I °°o PROVIDE y4" MIN. RUNGS, , 1`1 0 0.o °; , °�� 4" MIN.-- �o �>° w 12" OC, J� °r}•b ° .tin I I : CLEARANCE FOR a TYP. �, s -- J WRAP DRAINAGE FABRIC 11 _ IH------: 11 1 ' °o °o• CONCRETE PAD > PRECAST 44 AROUND ALL SIDES, 12" rSECTIONS, MIN. OVERLAP `._. 1- AND RISER PIPE HEIGHT VARIES. SEE • PERFORATED NATIVE SOIL OR ' 4 48" _ jj NOTE 1. DRAINAGE 1 DRAIN PIPE. STRUCTURAL °Q , •o o° 'RISER PIPE • MIN. °' FILL SEE NOTE 1 FILL ..Q I 1 0•4%.0 o • ' MANHOLE BASE. 2 PREFORMED NOTES: ,D.°0.°1,1 ° °° o RUBBER :s SEE NOTE 2 I :„.00,„.00.0.o °°L TRENCH BACKFILL GASKET 1. LAY PERFORATED DRAIN PIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS ,o• ° . I °r NOTE 3 REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. °e•Q 1 o. a - 4 °°a°oj 0 .0 --. - �- - 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. WYE BRANCH O 00.0 °.0 / o _I - I °'o • ° 45' BEND '� "� �.-)1 6- FOUNDATION DRAIN °/•/ Z.0.4.0- . . .0;0 /, ° °' - - --- - -4,_ - _ I '/ 1. ° °Q o -'� •V• •d 'i.. .a' --✓ SCALE: NTS CARRIER / �' ld PIPE 0.0%.,, ° .n. ..°;. .;;:. .;::•.•;:;,•:° ••::•e .;:. .•�:,. . "b- QED PROFF / - INSTALL PLUG WITH >;°9;;_,;_n;. .`?• .;, ° :.° ;•••, a °: , X" BASE ROCK �S. GINE. Ssf ' - -"` - - �` GASKET IF END OF 4" 4• y9r I 72303 LINE NOTES: MITERED OUTFALL ` 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM , e t - - � ,.,/ '� °a•+-, °.o Q°o-0-i,,o - °o ----- ,•.°0 .4).0° - -1�-SERVICE CONNECTION C-478' OREGON �).0°°.*, °U e0.0°0 0 °° .-.00-;•.r., e 0 ° °1. IF REQUIRED yq 14# 1320 P� 2'-". °° °o , °°*00 •o -°. o•a°° .o ° 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD °° _ n ° ' MANHOLE BASE DETAILS. N/R• CNN TOP OF SLOPE O i"-------; IE=SEE PLAN BEDDING MATERIAL -1II 11 - 3' NOTES: 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND I EXPIRATION DATE: 12/3V20V I -i 1 1-=-71 I I-1 , _ `-�*. Ti..---.7 TOE OF SLOPE 1 CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.. -1+--4 MIN. 2. FOR CARRIER PIPE SIZE 6%6 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH STANDARD MANHOLE �� s^ 'p CARRIER PIPE. w1► SCALE NTS . .// ;i�r 0 '/. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. • A \i --•. 411,- wr`�i.� ibr_1 DEEP I�_�► ' vv PIPE OUTFALL CENTERED \/�\fes .0u`i„i�W�,. �3 E Atisk'/es „ R 3000 PSI IN RIP-RAP (WHERE \\// /�/f�.\//� \<.\< </,f\�f\ 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. HEAVY SQ. TRAFFIC GRATE CONC. OM TMIN. CONC. AN NON-TRAFFIC APPLICABLE) STANDARD CLEANOUT (COTG) RIM=PER PLAN AREAS OR WHERE CONFLICTS s"' GEOTEXTILE It `-t SCALE: NTS . W/ CURB a) RIP-RAP SHALL BE ODOT CLASS 50 6 TYP. PAVEMENT +J " I a OR 4" TO 8 QUARRY SPALLS PER $ J:`::.::::?'::•': 1 1 11 11 111 11 11 11 11 0Ii�J ' : ::.::.::-:.::.::::.::.::::.:..:.:':' i - WSDOT STD. SPECS 9-13.6 6" ...:.:•::-:•:•••.:":••:.•' . • 'd° 18" . . 6" 18" # it-4 , a .a • Q 12" 0 • I I=-rt -- 1111= MIN. :::::. ::;:::'::::::'::':i ' I_IIIII Illi®11111-=; I C #4 REBAR LOOP _ - OUTFALL PROTECTION r :'_/. .• 1111111E1II; =_IIID.,\\;. 0 `` •;: '�." f/ E GREASE � `� . SCALE NTS I :,,::•.'.' ! • • �,.__� \'�\�I=11111E TRAP W/ T .� 12" '"•'* •;:••a :•!:=- ••-,:l'•• 0r I�', �'����•� W % / HINGED LID --1- PIPE SIZE C} '� .:: - - :::_: .. > ,\\ 11111=DLII; ,� ;��� ._ .• :r. .N= >•.: 1 �f�7: f `if T j//\ .I' PER PLAN ,� CU „ •'y' ,�• 6 �1r .,r \/ IEIIIIIE 61Ill®11111: - ''t .1.' sill' --,;;I` sv \ \ V3 18.25 sb BEEHIVE GRAZE NEENAH �� �';" `;�'�t. '' ..,� '}' }---- 1--;- }--•�- \ \= \ _- _ �loft-4117111r-0011.h � 11111=D111� ---,IIID=1 MODEL 2560 SERIES OR .+..._,;:•��:-�'�:;��';•�~� '�.�'.`•:: -� �--� \/� - f\; - ...�- �,.'r°:.s;�. �f i: - T \ \ � \ ;� APPROVED EQUAL .: •-;�.�;f•. .,` . ° -,• :;� !k }�A . sW �// I-IIME 241IIIIDIIIII: f - tel= '� -v -BOTTOM OF VEGETATED ;r'• •,:. '',' 't `.... ;>.` � \/ /\ IE PER • �►-._ --�► '� \ MIN. \ O r �/\ - \/ PLAN co 3 :� / _111111DDIII Ilil�=1 , 3 INFILTRATION BASIN -RIM ELEV. -TAPERED- �;• •• '• ,w` ,�. „ ��..--- � � ,� ,/ O SPLASH �PAD•^ ; _i�■n� � �� \f\ - \ �✓ O 0 UJ Lt PER PLAN „ RELIEF ';:i _ 1::. ":a:: - :r: : 18 .t �f\ _ " 1��11111_ NOTE 2 :.;' yt-�. . . i� MIME ... 111: illli- Bill--'tttl I 'y,. •\•,' a;: ,..o .��'.r. _.7.. �► -.; <Y \ \� .. \ "" ..� i; Y:}: :r A:;;" 1i ,t.` fI..=IIIIIIIII SQUARE -IBM / ,• .. x. ► -r ,/,,,\ ,IIiIID 111E11111',\\4= :n::-:_:: =ti... i� ,i� W - ENGINEERED FILL E . Cs! - MOO O��DD 1 ,II,,, , , •.::-:::--,-,•:•---,;-:•,::.-!••••••:-••••:-•:%•-•••••,••••-- •. . _ .. -.r , .raiti�. _ , L r �- �- _IIIIII=DI IIIIDD- ca La Z1;----711111 ---="1111 ',. .. . .. ' .4- t��� TOE OF 0 %f/�j - _ - w�' ma as 0 Ch WJ - fi .i. ,. .r:, ..r ,r 'y :-•....,- a. _ _ „ '�r SLOPE \\ II-IIIII - II 1 \\, a. �1'.� 6 CL - h. / / II I III= I ,:: i \ \ 11 X11=DDDDII I \. (� INC 0 / ....---a.-11111- -_-•-__ -=-=_.-:-_14-----11_ A;• ,: : -moi . � ,. 4*'.` � i.yfr.�,/i\fi,./i�fi /i�/iv/r,�/r.�/i�/�\/,;�fi. /// HINGED HINGED .•- -.---` ;. `:.. SECTIONimplCD M c� GROWING tit<, COVER G G \\ I >\ PIPE SIZE- NOTES: mt cm MEDIUM 4- :•---- -ffill*--- i::1CO E-•-. / /,,''/� -_L \ � PER PLAN `-��`-��••``�`�.�j"`•�'``•'•�`�•`���••'� STD CURB 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH �"� \ \\ ; PAVEMENT CONTRACTORS COMPACTION EQUIPMENT. / f/ � , I PLAN vv - = I I_ , 1\•.‘e°\ °*.*`;• '4° , j, -.- 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL °o °•°°o' - =_ I I / I i 18„ 6„ 18" BASINS OR APPROVED EQUAL. =to-:0::°:.:0•.0.....-NOTE 2 IIIII-_ 1- \� 1 - •°° PAVEMENT R=1" TRAPPED CATCH BASIN { o i -----0.:0:;°,,,,,.:0-0,• I 1 °° °°°°�°°°°°° -_ N ( -1 _ IE=PER 18" I I t PLAN 2 STORMWATER- SCALE: NTS __..-•= 0.:0`,:°./„.:0:1° - -MITI"' I I__ ENGINEERED FILL -6" . '- -� 1 4" ROUND • 6 : FACILITY 1I I`I • o -I 1 :0.°0::....0.:0-p ),o°.p.o 00.°0• 1 �. ' '�--, $ . • 4 p' d • ° ° o° '°0":° '° NOTE 1 .-..-.....-::,:.::.:,:.,::,:,:.:,:,:..,:„:.:,:„:.:-7:7:7-.. • . 4 --1r-4' MIN.-- - --2430°°°o .00`e4 oo'p4c •0°303 F# .4 - . 4-• • 1 4 .. °° •o°'ti•o °or. ° °'°:. .° •:° -.: - .;° p'o?o°y _I I • BEDDING d •' FILL PIPE WITH CONC. "'� �o .o°'°°o°°p'e°'°°a.°0'e 0•p0o .°0.0°0°o .o°'o°o°o .°0 ° o.d°•. //�}, r ; • I d '� ✓,`_ �_� 1 TOE OF 2 1� a°O° e P°°°'00•p°°°°p 0•°°°°°°e°•0°°°°°00 e ° •°°°e .°°' `- . `� • •e• ! . ..• • • •I .• •• 1 •6„ . YI �IS ' ° �` 1 • +� ; SLOPE . ° ° ° �- _ 3 C=� 1i11►� - PIPE TO BE 1' MIN. INTO PIPE 2 0 0 0 0 o e o e �1 •1 1 • s 4057-1.6,di [_ -..t _ °o•o°o o .p e o oq.o p'o o •o°. Ob .e 0.00° •o •p ° CONCRETE ! � C + • ` �--•... +p 1 1 I ' r . 11� I i711-7_p •o I-I. i 1 ° , 1. : I 1 •``�► �' T: ���� ' ., �kilok--,11 -I I ABANDONED SPILLWAY . . �i�` �iiiitaidV ii «rAtifi ' i' ��" � _-TAPERED RELIEF "-4 DRAIN ROCK w 12 DEEP �. I I ,.��- ' "ii• iii OMPACTED SUBGRADE Y4 „ \\ �.�- I 1 3 / 0 3 WIDE - �- ELEV=TP {FROM 3 DEEP, TYP. i ,, a. ..' :.- 0 SECTION PLAN)-2" AT CURB �`\/ ,/, �``�►��io' 1!►?j' � f FACERIP-RAP SHALL BE `\.\ ' �• r . 'i•' ...i-° ODOT CLASS 50 \/ , /f\///.�</ ///,�/fft/f �f .* : : 6 . L- OR % • ' ':'.. :.6: '-.' :•' > i 1 NOTES: 4" TO 8" QUARRY SPALLS PER • y ' " 3" 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WSDOT STD. SPECS 9-13.6 �^'' 1 WITH CONTRACTORS COMPACTION EQUIPMENT, t SECTION 'A' PACKING MATERIAL TO17. " " 2. 10 GA STEEL PLATE, BITUMINOUS COATED BASIN AS MANUFACTURED BY CONTAIN CONCRETE .----.61---.. . '6 ��"6 3" MARK DATE DESCRIPTION GIBSON STEEL, GRATEMASTER OR APPROVED EQUAL. CURB SPILLWAY - TYPE 2 PLUG Issued: 8/28/2017 o OVERFLOW INLET SCALE: NTS SCALE: NTS i SCALE: NTS Scale: AS NOTED a Q 09 U 1 I_ Ar- ►. O = O o co Copyright 16013 0ca 5 PERMIT SET 1 a pan. DETAILS / o NNS Qpm O T-- ./ / d v N Z a; ` v odam' ' ``E 1 50 I 40 I 30 1 20 1 10 I 0 I I 50 I 40 I 30 I 20 10: •-- •` ` = °' E=E I 0 I • • • C= 8 •_� •• • 3? • • • J R` CSC a i J-;i a = s t` • •• •. _ C - - CCCCCC 6 6 30RA Bora Architects, Inc. 720 SW Washington,Suite 800 RESURFACING MATCH q. Portland, Oregon 97205 EXISTING PAVEMENT PAVED UNPAVED 503.226.1575 SECTION AREAS AREAS 4" www.bora.co — EXISTING AC SAWCUT I DETECTABLE PAVEMENT MIN.1 SEE NOTE 2 PAVEMENT LINE WARNING TAPE 6"t– - PAVEMENT - , , \'' / \/�/ '//, 1 : \ \\ \ \ .;-0-00;..o•op °tea .°0•°0 ° 0'°00 .° •o°'°V •.°p'o / / o •oqa ° •o .oq o o .�•o p a ,Qt/( \ \ \\• • .• i;. 4S - _ o o e,.•;01,0:.:0.7,0.0:0„ .:0V / \\ \ I 0 011 , + o / o °00.° o p`°Oo .oq.ep ep°�0 e , p ...,:x:.0, \f A \ ff\/ �—'I {'. .. ... » •- .. .. ... _ i . / 12 ceQ --4 -- 1 VARIES, w ��:\),\ />\>\. \\� :o f° p.epo f\//\," " o a •.•• •:� •.. SEE PLAN \ ice\;\,�\\�\ • -.0,0.:06":,,•:0•:0:::7,/ /t�j��� ". • c2 W 0 rz ›- \/f //� •e• p•aJo .opo•°r \.\' ffr//� Z • \ • 111 SW Fifth Ave.,Suite 2500 0 Z a Z qls?„:, ZV Q /\\ \% '10.:0-0 q•:po Oop•o p.opo f f\ff\/ \�\\\\ f— � J , ` s o • o f Q O •, .. • f--�� • • ,4..; Portland,OR 97204 • o ° ° • oa F: 503.274.4681 o \\�\� ` ° ° • p ; ,.:0•.,01//;\ ' \ f�\\f� Ci)cn CL SEE NOTE 1 4" MIN. Q: 503.227.3251 M Z �ip apo°R• p'opo' \ /\/ff ffffj W • :.�.' , www.kLff.com ,, \\f\�eq•ap0 0 .ap a1;::: 0 •°p ap°o •:0:46- a000 ° \ \� SECTION �_ / ° °Da ' n° ° •° p° ° •°. TRACER WIRE W O op•o 0 op op 0 pep o .op o0 `. Q 0 m \ \/\ •ap °0o p:° °O°o°q'°° e0°pQ °p 0. /\� w NOTES: Z Y jf \�ao :p•ap° •o .ep`°°o .° •op•°Oo •°`/ \/ �^� _�I,I 12" fi` ,,:.o0•p0°00 oap•°00°. Oe0•° ° ° , / 4 Y 1. TRENCH DRAIN SHALL BE NEUTRAL–SLOPED 6" WIDE ZURN OR ACO TRENCH Z Q �� \\ o pop o .op e0 •ep ep° \f\// – I \\7,>\\'!:0-:0":!°0•:°"\f\/ ' '�0o° • °o° •° 00.4°.<7.00.:0 ‘ °a°o o•�Oa° -/\�\� DRAIN OR APPROVED EQUAL. /`00 •ep•:°* •°p•op �'`. \ \ • D/2 \f�\\ op..• p`op` 0 .....:0.0:0.:* .e o•o p• \/f\\� R • ,qo •° •° •e./\f 2. TRENCH DRAINS GRATE SHALL BE LOCKABLE HEAVY DUTY TRENCH GRATE – , a .0„.:0*.. ... CLASS C. z' \/\__. .... .,\ Q° Gop•p 6 . o•`�\\j\� O \f :oo.o o a 0 •.f.o...._ „-n ,0 e o •°0`° \/\/ ' 1 MANUFACTURER'S Q LAJ j f\/gyp: °0�0:°.-:0'.°0° :0�p0.°0.%0.°°;:4`0•:0:> /\,op•o0:>/\, f 3. TRENCH SYSTEM SHALL BE INSTALLED PER INSTRUCTIONS. /\ o0 eo °00 :p e0 °.o .:, ep0 900 °0 \`/\/ /\/4!1=111 -; '/,/ •/f�;�� ll l ll i�l -111=111=111=111► , II � 11T��i TRENCH DRAIN - 6 INCH WIDE 6" D 6" SCALE: NTS MIN. MIN. y;*--1Th"*A6116—/e., � 0 , tiR�,D PROFfiSS TYPICAL PIPE BEDDING AND BACKFILL 4 72�°� SCALE: NTS ' ' ' ``' OREGON 'L 14N 13 2e4�` 4' 4I4v/R. CIA N1. ` I EXPIRATION DATE: 12/31/2017I 4 4 SIM CD I-■' C C) C) C O iNINO v 14.1111. 4.0 •n� to u 3 NOT USED 3 °a c SCALE: NTS C3 W tt C E co N •MINI MC 41 NOT USED03 SCALE: NTS LL 0 CO CA r i= CI 0 • co CONSTRUCT TOP SIMILAR– TO STD. CLEANOUT CONCRETE COLLAR –' ' L–='--1 FINISHED–\ 03000 PSI CONCRETE f•: .r� 0--•':-. : 1=1 GRADE '=i ii=i-;. .. ...•.�`: {I�I � �\ 0.5 I_. .:4 I I Ill s • '.. 1�IaIililalii . .. RESILIENT SEATED -PIPE SIZE _ y_L_ I .„ • a 0 PER PLAN 4" PVC - f GATE VALVE. SIZE AS 2 i SHOWN ON PLANS. #4 REBAR LOOP ______ L--- 2 cv 0 PIPE SIZE AS e ��Q; _– SHOWN ON PLANS a T t J ~`–IE (OUT)= 3 �-13 PER PLAN ------ 0 KEY NOTE: 6 GATE VALVE W 0 SCALE: NTS 1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL 0 o 2 12" PEDESTRIAN HINGED GRATE, H-10 RATED BY ADS, OR APPROVED EQUAL 3 FLEXSTORM SHORT CATCH–IT INLET SEDIMENT BAG, OR APPROVED EQUAL MARK DATE DESCRIPTION 0 0 1 T AREA DRAIN Issued: 8/28/2017 O SCALE: NTS Scale: AS NOTED a -� a 0 L 0) M•+ c 4) 0 i , E 0.- _c-.-. o c Copyright 16013 cnm1 I- PERMIT SET oCV 862 DETAILS c) NNS QcNi.-, C) iso N I Z a) ----C8 • 2 ui o I 50 I 40 I 30 I 20 I 10 I 0 I 1 50 I 40 1 30 I 20 I , 0 1 0 6 6 BORA Bora Architects, Inc. CITY WATER DEPT STANDARDS PLUMBING CODE --- 720 SW Washington, Suite 800 �, �� Portland, Oregon 97205 THRUST BLOCK CITY APPROVED FLANGE COUPLING �, . . , . 503.226.1575 BACKFLOW DEVICE ADAPTOR ; it 31k11l! .-:'i,ii�i���a�. www.bora.co RETAINER GLAND t !1"• Iy -q I I r*. 7 _ 12" MIN ,? i dam■ 'pL 7 !I!fit -p WATER METER 1!•""-----a i!347,, -ltd W.1,41),-.k t d 1q3Iff MEGA FLG OR EQUAL EatI PLAN 6" --- MIN.. CONTRACTOR TO SEAL ALL METER BOX OSHA APPROVED LADDER 24" MIN OPENINGS IN VAULT WITH 111 SW Fifth Ave., Suite 2500 EXTENSION BY UTILITY TO BACKFILLING Portland, OR 97204 WITH ALUMINUM LADDER 1" UNION EACH SIDE DOUBLE CHECK 0: 503.22kpff.7.3251 VALVE ASSEMBLY iv:: ww. Com VAULTHF-*-- 7 F: 503.274.4681 5 P LANlk i l v vi v\ ,; `drrlffl 5 r 3" MIN. 6" MAX. .N, 4 24 GROUND LINE DRAIN TO CURB OR • - /1; ��� .., �� DAYLIGHT }��� ; ... I ill6.141k� �l11i1• •.• ' 12=, 14. --- gli m•l'1I Irrrr■I� I Irr a ii like f ' i _,I WATER METER 1J -,„ 3" MIN CLEARANCE r,,,. , .�,/.\11: 1,' ,- �.�• ION OPENEDI/ , �*•';: `,�4',, MEGA FLG OR EQUAL _ OS&Y VALVE 114. v CRUSHED ROCK BASE RETAINER GLAND 1.T 0 3 = INLINE CHECK VALVE NIL CONTRACTOR TO INSTALL smICmill;ll-�=116'4.' ELEVATION II�II II RODENT MIIN.CONCRETE WHEREBALLAST 3 CU.FLOODING OR YD I ZSCREEN BOX SPECIFICATIONS \���D P, .6- i HIGH GROUNDWATER EXIST d„.4270S2TArNQDON:i � T•• +� 44i .," �e �y-9 d� (TYP.) _�� DRAIN TO DAYLIGHT OR DEVICE SIZE BOX TYPE `` 72303 •p l INSTALL SUMP PUMP 3/4" - 1" BROOKS #1419 SERIES OR EQUAL y ELEVATION CONTACT CITY FOR 1 1/2" - 2" CARSON 1730D P15L OR EQUAL ��,kc �� -, PUMPMPSPECIFICATIONS \ oREGO� INSTALLATION SH WN 29�//it �3 ��AORL 0 IS ONLY A SUGGESTION. R. CO DOUBLE CHECK VALVE ASSEMBLY 12" MIN I EXPIRATION DK!E.: t2/3i/T017 I UTILITY VAULT BILCO DOOR 24" MAX 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. SIZE OR *EQUAL OR *EQUAL FLOOR TO BOTTOM 4 3 660-WA J-5AL OR DEVICE 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4 4 577-WA J-5AL COCKS IF BELOW GROUND INSTALLATION. 6 676-WA J-5AL 8 687-WA JD-3AL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 10 5106-LA JD-3AL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS * CITY ENGINEER APPROVED EQUAL FOR INSTALLATION. CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED re: NO SCALE L OREGON LORI PAHA, P.E. DOUBLE CHECK OREGON THEODORE S. KYLE, P.E. FNGINEBRING DIVISION ENGINEERINGDIVISION DOUBLE CHECK DWG. NO. ary E+IGtl�fEER DWG. NO.F:r PUBLIC WORKS DEPARTMENT qTY ENGINEER • PUBLIC WORKS DEPARTMENT CD 13125 S.W.HALL BLVD. VALVE ASSEMBLY rJ 2 vOI1312E:S. (03)63 BLVD. ASSEMBLY TIGARD TIGARD,OREGON 97223 JANUARY 2011 T1 TIGARD,OREGON 9722'i JANUARY 2011 O �,IGA,RD VOICE:(503)639-9171 �GARV F X:(50{)03��71 APPROVAL DAIS FAX: (503)694-7297 APPROVAL DALE - a) C6) DOUBLE CHECK VALVE ASSEMBLY CzO DOUBLE CHECK ASSEMBLY NOT USED (_) SCALE: NTS SCALE: NTS SCALE: NTS a EACH AREA IS 1Z OF Y4" PLYWOOD O TABULATED TOTALOVER FACE OF AREA BOLTS • ••NOTE I '-4.4` i.+ 'W /-- L CO •••.•-•:.4:•:.,••••1•4-4 ' ,.`'�`m 4,:-.,-,,,,:-...,,s, i i f+i?r -44,;,..-e• . X.„. moi Yex2o., v, Flow TEE PLUGGED CROSS WYE PLUG OR CAP 0 3 8 °4*. - 3 r�o o I , W Ix PLAN '1 wc,.... lor „.....,,,...„ .7.,,,,,;-,4 '. f c EN CV DUAL PORT INLET. A2 w•�': ni • = VERIFY MAKER, `�� FIRE HYDRANT NAT'L STD. 2Y2"O MODEL AND SIZE. BEND PLUGGED CROSS TEE a Q ON A.W.W.A. C502 HOSE 75 CO COMPRESSION CONNECTION, 2 TYPE OR EQUAL. REQUIRED 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. F- _ 0 APPROVED MFG. main 0 ' 0" t ® ' I16 DRESSER 500 OR 4X"0 STEAMER 1 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. i 0 WATEROUS / NOZZLE ■=■ ( 1 I ) Ca d' PACER. /'`- FDC STAND PIPE. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN �_ 0CD _ DISTANCE 18" MIN. ENCIRCLED ON THE PLAN; e.g. © INDICATES 15 SQUARE FEET BEARING AREA _ Q T PER PLAN 6" GATE VALVE & VERIFY SIZE 36" MAX. SIDE REQUIRED. 3L d " ~ --- VALVE BOX SPEC. • Li /// FLG. x FLG. NOTE 1-\ [FINISH GRADE 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS SET 2"--6" ~ AC OR INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 4' ABOVE FINISH - - � .- • �� �� PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE LANDSCAPE . \ \ :''�: �.•. - .�/\ - GRADE Yi / '/' /\/ '-.:''.1i, `:':1:.::'; \/\\\\ SPECIAL SPECIFICATIONS. \, !{/i; / // // // / // // // ! / �� �� 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 'irf \/•-,\ " /\ /„\ ` •• \N\ ,\ \\/ PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS 30" \/ �� /,\/�, ��_� STANDARD DETAIL. THRUST BLOCK j WATERS BEARING AREA OF THRUST BLOCK IN SQUARE FOOT w \ , -� I MAIN u TEE 2 GROUND LINE r / �� I ;,,.:;s.•`, FLOW PLUGGED 2 • f ..... :-..i',-'•• to M /-- .f o u TO VALVE ON RUN _ AND BOX o �// ` \ ilf" 3 TEE, 90' . = is ,• .• WYE, BEND I- \\\i\� •'•:.. . •= ; _. a ,, FITTING PLUG, PLUGGED 45' 221 ' 11Ya' • ' -' , • -• ' " •- ' 'lir .••� _ • o SIZE OR CAP CROSS Al A2 BEND BEND BEND NOTE: • •� �!,�• -�1 ,T. ,- .. ,1 ,. coNc. SECTION Vis• T •V' 4 1.0 1.4 1.9 1.4 1.0 INDICATOR POST BY !`. �.• w��f��r} �� _ i `rt�La�.���`t���:. I AMERICAN FLOW CONTROL `:i i4O�s , BLOCKY NOTES: Lu MODEL IP-71 �/\ \//a' / / /,/// 4" MIN TEE 1. CONCRETE ANCHOR PAD TO BE 12"x12"x6" THICK, UNLESS NOTED0 6 2.1 3.0 4.3 3.0 1.6 1.0 1 TRECH , (UNDERGROUND) OR \//\/A`/A` , co DEPTH APPROVED EQUAL. SEE 3000 PSI CONC. 6" MIN - (6" MIN. IN OTHERWISE. ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 � � ROCK AREAS) 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 w� MANUFACTURERS SUPPORT BLOCK 2. USE FLANGE OR THREADED FITTINGS. SPECIFICATIONS FOR -PROVIDE GRAVEL R DO NOT PLUG FILLED DRAINAGE NOTE: MARK DATE DESCRIPTION DETAILS. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN 0 - I DRAIN PORT PIT VALVE IN ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR N WITH PLUMBING. 7 BOTTOM 1 1 DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING Issued: 8/28/2017 o OF PIPE�,� NOTE: EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING j ALL FIRE HYDRANT ASSEMBLIES INCLUDE A TEE VALVE & BOX GATE VALVE AS STRESS)X(TABLE VALUE). Scale: AS NOTED SHOWN FIRE DEPARTMENT CONNECTION (FDC) ��� POST INDICATOR VALVE ASSEMBLY 5 FIRE HYDRANT ASSEMBLY - M.J. 3 DUAL PORT THRUST BLOCK 7) SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 41 CD I E O ,_ O n U 0 c 1 Copyright 1 601 3 11 o co PERMIT SET I Q cD cV N a � DETAILS / D NI- 3 - -4 i`o -4 N cV /CO I� o / O z ° .71- C8 • 3 � 50 1 40 1 30 I 20 1 10 1 0