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Plans (17) F PS2O 18-00046 G G � � � (--ci-i) J0 v ,--- ---, , �� J � � CJ - o ) , �� i;;",'ielt...... , - I �� _ - _ _ _ -N , \At 1-) -. _ _ ortanc 0 Q MILDREN DESIGN GROUP,g R UP, P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 e ,, Tigard, Oregon 97223-8692 01110,'. ,:� Voice: 5 3-244-0552 Fax 503 244 , .w 0417 �� _7 - ' - ....4 I i imm mum i I r41.I 111 I PC IN* 4 C /A lailli IliillaSIWI libel . . ,. A RECE1V ED 't` ' �Yu L poonAtio • r a. - • R t fig. �� ,. WHIM� ' '1 lif 11111,01111 4,10.111r0(' . trt .- t ol .. ..,.... .:�.. yam. str Air =' ,5 .. " +wail Ill i *r - ,•,. tnk(\° 111?C. _s '+�. • ogle l. ;1.11111 "1 =+ ,_ • .� r< 305 'A Pith,LLiitt"' OWIIIIRE/41,11.1i .. .. . ice. 21 ', ti"- ii11:764 ti Y 14 OF k) ,"„ .,`4 � - ....,,,.ti.'«.TY e. iNVL-C& a �'�±t: -. 4' ,4 ♦ :tea.,-. ` ".,•a.., _. , 1�. t• ;hit. >. ,3:.' - .i tram .c.'' - .y.i it 'R.y,,, ,�, , ‘Ii"• i. .3• T b -! r ti.... ,. - `r'�YOAMiR� L •"`M4r: '"+r.:. 4 4.4014 imillit:1141111:- - • xi: n - -, : i - ,,wfa .acs - ar,_ a t w .. Y r A*. 8 1F .....r ::.70 '...-.... ....,-- ' ilitiiit441411411 , s ��J . ,,... .,_ .. .._..._: _ * .;;. � - .�.� � .. � ".. - Owner: i.T i .......„.".„...,..11 may.. r • A JLB. �t ' xit i i Ili., >I4 , i i 11A ., ,. ,... - o.r :. ,. ..,r,,. v . .. ..q .F r '�:w aY IC R " 4. a a}s a 4111, 144 * .# 9$ Olt' 720 NE Grand Ave. Portland, Oregon n 97201 Sheet Index AO.1 COVER SHEET RECEIVED Project: A1.1 OVERALL EIRE AND LIFE SAFETY SITE PLAN Nev Building A1.2 ENLARGED SITE PLAN-NORTH JUN 2 0 2018 A1.3 ENLARGED SITE PLAN-SOUTH CITY OF TIGARD A1.4 ENLARGED SITE PLANS PLANNING/ENGINEERING A1.5 ENLARGED SITE PLANS A1.6 PAVING PLAN A1.7 SITE DETAILS A1.8 SITE DETAILS OFFICE COPY CO GENERAL NOTES & LEGEND Cl EXISTING CONDITIONS PLAN-NORTH CITY OFTIGARD C1.1 EXISTING CONDITIONS PLAN-SOUTH C2 GRADING PLAN-NORTH ike.V1L.w FOR CODE COMPLIANCE 10125 SW Washington Sq Rd. C2.1 GRADING PLAN-SOUTH Approver I Portland, Oregon C3 STORM WA TER PLAN-NORTH OTC: 1 1 C3.1 S TORM WA TER PLAN-SOUTH " . C3.2 SANITARY SEWER AND WATER PLAN - NORTH Pmt th FPS a018 •-o o O 4 A_ C3.3 SANITARY SEWER AND WATER PLAN - SOUTH Address: lin lag iic_:ck 4.06 ,s, C4 SITE DETAILS Suite#: C4.1 SITE DETAILS By. --1� Date: $. v-)- )qj C4.2 SITE DETAILS C5 EROSION AND SEDIMENT CONTROL COVER SHEET C5.1 CLEARING AND DEMO, MASS GRADING, EROSION AND Sheet Title: SEDIMENT CONTROL DETAILS C5.2 GRADING AND UTILITY CONSTRUCTION, EROSION AND Cover Sheet SEDIMENT CONTROL PLAN C5.3 EROSION AND SEDIMENT CONTROL DETAILS Ali" � = P.C.'I'd , E1.00 SITE PHOTOMETRICS Approved by Planning E1.01 SITE PHOTOMETRICS E2.00 FIXTURE CUT SHEETS Date: Initials: LI.0 TREE PRESERVATION & REMOVAL PLAN Legal Description' ��' - L1.1 TREE PRESERVATION & REMOVAL PLAN "' '�" ° " '' "�' �" NE 4 SECTION 35, TOWNSHIP I SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, L1.2 TREE PRESERVATION & REMOVAL PLAN WASHINGTON COUNTY, OREGON TAX ID NUMBER 1S135BA00101 __ L1.3 TREE CANOPY & SOIL VOLUME PLAN L1.4 TREE CANOPY & SOIL VOLUME PLAN vvTayl:,i9 F rlyrI; L1.5 TREE CANOPY & SOIL VOLUME PLAN Zone Analysis _ L1.6 LANDSCAPE PLAN L1.7 LANDSCAPE PLAN ZONE: MUC sj., nw Ce-Lgt+.i,:�1 f L1.8 LANDSDCAPE PLANT SCHEDULE, NOTES & DETAILS ALLOWABLE USE TYPE: OFFICE 1.r ,,,_ IR1.0 IRRIGATION PLAN, DETAILS & NOTES SALES ORIENTED CC 4 :4+'A..ikalsl IR1.1 IRRIGATION PLAN PERSONAL SERVICES C7 IR1.2 IRRIGATION NOTES & DETAILS Washington Square EATING AND DRINKING FACILITIES _ j A IR1.3 IRRIGATION DETAILS PROPOSED USE TYPE: MOTOR VEHICLE SALES ,1"1 CO 2 ti Revisions: MOTOR VEHICLE SERVICE/REPAIR 1. 11 May 2018 0 wrYi: uIkr}-,4 TVWD Comments Site Data: 0 5 Metzger 4, 2. 25 May 20I8 AREA: % COVERAGE: % COVERAGE ALLOWED: �3 Plan Check Response ;'i 3. 15 June 20I8 SITE 195,448 SF (4.48 A) N.A. N.A. J r" '.L TVFR Comments a 2 IMPERVIOUS AREA AREA OF SALES/REPAIR BUILDING AREA: 64,432 SF 33.0% WORK PAVILION BUILDING AREA: 1,435 SF 0.7% PAVING AREA: 98.491 SF 50.4% HWY TOTAL IMPERVIOUS AREA: 164,358 SF 84.1% 85% 217 HWY AREA: % COVERAGE: % COVERAGE REQUIRED: 99W MILDREN DESIGN GROUP, P.C., 2018, ALLI-FJ RIGHTS RESERVED J s LANDSCAPING 31,090 SF 15.9% 15% THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY # SPACES PROVIDED: # SPACES REQUIRED: - MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C.g PARKING STANDARD: 87 91 = 38,576 (1/1,000) Date: 25 May 2018 I COMPACT: 0 = 25,856 (2/1,000) Drawn by: Checked by: HANDICAP: 4 W/REDUCTION TOTAL SPACES PROVIDED: 91 JCM . WEM BICYCLE PARKING 13 13 = 64,432 (0.2/1,000) Allk Vicinity Map Job Number: 116139 TRASH AND RECYCLING 261 SF 258 SF = 64,432 (4/1,000) VW" Sheet Site Work Permit Submittal - May 2018 A0. 1 Genera `lo es Keynotes CY. --- - 1. CONTRACTOR TO CONSTRUCT APPARATUS ACCESS A 1. PROPERTY LINE WITH 1" STROKE WITH 6" HIGH LETTERS AT 25' INTERVALS ROADWAYS PRIOR TO DELIVERY OF COMBUSTIBLE MATERIALS 2. ELECTRICAL VAULT 18. 26'-0" WIDE SWINGING GATE WITH KNOX BOX ...,,., TO SITE. 3. JAGUAR/LAND ROVER CAR DEALERSHIP 19. 28'-0" INSIDE TURNING RADIUS AND 48'-0" OUTSIDE 2. CONTRACTOR TO PROVIDE TEMPORARY ADDRESS SIGNAGE. 4. SECOND FLOOR OFFICES ABOVE TURNING RADIUS MILDREN DESIGN GROUP, P.C. 3. MERRC (MOBILE EMERGENCY RESPONDER COVERAGE) 5. PARTS AND SERVICE WITH PARKING ABOVE A 20. ' -0" r SLIDING GATE WITH NOX BOX - AUTOMATIC ARCHITECTURE • SPACE PLANNING THROUGH TVF&R TO BE UTILIZED FOR BUILDING 6. COVERED OUTDOOR VEHICLE STORAGE GATE TO MEET ASTM F 2000 AND UL 325 7650 S.W. Beveland, Suite 120 7. DISPLAY PAVILION 21. R *ii- ' - .5L c;1 Tigard, Oregon 97223-8692 8. TRASH AND RECYCLE ENCLOSURE 22. FDC LOCATION - SEE CIVIL 9. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD Voice: 503-244-0552 10. SECURITY FENCE 23. 4 HIGH SIGNAGE AT HOLLOW METAL DOOR STATING FIRE 11. ADJACENT LOT EXISTING PARKING CONTROL ROOM" Fax: 503-244-0417 12. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC 24. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING STREET AT DRIVE AISLE "ELECTRICAL ROOM" 13. KNOX BOX 25. 24'-0" WIDE SWINGING GATE 14. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS 26. BUS STOP THAN 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. 27. BUIL I G A ESS SIGNAGE 15. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 28. 20'-0" WIDE SWINGING GATE BUILDING 16. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' ON BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. NOT REQUIRED FOR ROADS OVER 32' 17. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED 1 \ 1 IL _ _ _1 _ •----- --- ------ -------,,H- 4111 ,, _ /ill 7 /---,„,..... fi r ________ ... i 1 �4�'� 4Cs, V ---......„. -� _ 1 EXISTING �j� r w . 0 i RETAIL ~ 1 305• ` 1 L E 1 iiire.p4 •I el / , ‘ if- 4 OF 1- i_ EXISTING _ f w ik 1 -- - _ _ II Slik ;, L I BANK + i I 5 378 S.F. Uvii,1 --...-.-...,,, - ________ ; -1 �� tii ,.<,_ „ -J� o Ji , 4 JI I I I \ (p--i (- ..... _4„, --__-______ ..._ ..... .... ..... _ - ... ....„, „ , ...... / 7 1/ ______ I 1 im 1 1 [ I i H _______. . . . __, , ..... (,,,,... ...) ______ .... .... ...„ „... ..... ......, ...,, • . . , • 0 ... ..... , , ....., 1 0 _______ 1 ! ) C___--. - ' ' .--, 4 .......--.., ...... ,...,....? 0 y i ..___G I Ir �, IA„,,,,, 18 -_- 4411111111111 1,11111, 2• O -1 N 1.1 as \\ � � � OI --- -.. � 1 ICI I 0 ' ili; - -- o i ./ 0 0 % Ti a 4 a r I a d �, - J Owner: f - \ 6-NciA 1 � - RiI I.' _.....N ...„.., ________. ... . " . 1 , ... . . - Al t- - ) 28 0* 4110 ......... t� _ . 1'• __Irilli"Illk 720 NE Grand Ave. I I 41) I 1• Portland, Oregon 97201 +-1 ii / 1 4. . ..."4 = �► 4Tii- Al ,A, 1 s 11 r° 0 ' I t, \ ., r, , + EXISTING , s4 -- •" -11 :_) _ 4 r +T RESTAURANT 1' •• 0 ' _#___ - -, 1 ` I iIL i 7 477 S.F. 1 O ,..... SEE SHEET A1.2 �J� 1 I \ MATCHLINE 1 Ci 0 SEE SHEET A1.3 �- WWW I . r I*''' 470...tlitt •-- ibli . 3 - \ ! v,0 t. 5 . 1 O � � ® 110 o� Project: 4111Ow !y_ ;.moi /•►i 1 C . ./... 0 °�� 1 New Building �- Mars I . �s�i� ;gg4' = \ \� ; 4 ______N-- ,A, , , .... 2410174444 -H t . -16 . !Feldtillhe I ...* y .-0/ w \ /1 k ift"II ' ..„,..:.,.._„. , 41110 .. . •.,3 ... . , il ......4.4. 1,,,,,....../ _•_____ - i t I \/ sor�q®��1,� 4 40 �'� `�e• ,..�lilt*� ,11 ® 10125 SW Washington Sq Rd. - 401r 411r..... F�1 1� �,� � 1 // .417 Portland, Oregon .,--.-.." MILAS fillly *` / ax ' `i+ I- • Nrii II ��.. At 4 cc•P , , ert.44... 44, / 0 11 V - 116.4;16 1 � 1 . v. r ® qq AV 4 Pi CI 44470 A- . �fi� ** -©��,�� C• P...0b,..Alli ç4#4* . 4 4: 0 r•. 411111111P ..Pol.ailiti Fire and Life 1v ■r,4, r \ rrt!111* O•; .4 ' � Safety .0 _ :, /imx.:):0;:.44,A,i,x4:00;c%::A:: . Y,,„ �`` .10:i ` }yy44,•,';;:.,•yi'rr,.y .4;,ti5yl,.y;y , Site P1an 41t. (\//4*0411*W1 0 /p;,,,,,,,,,,..,,,,,,,,,,,,,,,v,A,,‘,;:;.,v4,1 O ss54 %Fi . � vsAn} , 5ti' 07it ,.O '''''''',14",p,Vimaw 1 , o „ 1 ■ OA , � • ■r r6„- v Allty iisiv it 6 ;,o if am alli I it -� �► 411411111P1:11* ♦ �. 'O Revisions: y , 1` 1. 11 May 2018 7) AV/o, 4 / TVWD Comments � i 2. 25 May 2018 I Plan Check Response O if 3. 15 June 2018 1 1 TVFR Comments i 1 r r 1 i1 u f-- 11 r F4 ry MILDREN DESIGN GROUP, P.C., 2018, ALL I° Alk Overall Fire and Life Safety Site Plan RIGHTS RESERVED® THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE 3 NOT TO BE USED OR REPRODUCED IN ANY i mr) 0 20 40 80 MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. 1 g Date: 25 May 2018 Drawn by: Checked by: JCM WEM Job Number: 116139 Sheet Permit Submittal - May 2018 A 1 . 1 Keynotes CDir----- - 1. PROPERTY LINE 19/A1.7 2. ELECTRICAL VAULT 13. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED 3. PROPERTY LINE TO BE VACATED/CONSOLIDATED WITH 1" STROKE WITH 6" HIGH LETTERS AT 25' 4. PARTS AND SERVICE WITH PARKING ABOVE INTERVALS MILDREN DESIGN GROUP, P.C. 5. TRASH AND RECYCLE ENCLOSURE, SEE DETAIL 1/A1.8 14. KEY DROP PEDESTAL, SEE DETAIL 12/A1.8 ARCHITECTURE • SPACE PLANNING 6. CHAIN LINK SECURITY FENCE, SEE DETAIL 17/A1.8 15. 28'-0" INSIDE TURNING RADIUS AND 48'-0" OUTSIDE 7650 S.W. Beveland, Suite 120 7. SIGNAGE TURNING RADIUS Tigard, Oregon 97223-8692 8. REMOTE OIL LOAD BOXES (2) TOTAL 16. FIRE HYDRANT - SEE CIVIL Voice: 503-244-0552 9. EXISTING PARKING 17. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING Fax- 503-244-0417 10. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS "ELECTRICAL ROOM" THAN 12,500 LBS POINT LOAD AND 75,000 LBS LIVE 18. REMOVE EXISTING PAVING LOAD. 19. LANDSCAPE AREA 11. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET 20. CLEAR VISION AREA AT ENTRY DRIVE FROM BUILDING 21. ACCESSIBLE ROUTE TO SW WASHINGTON SQUARE ROAD 12. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' 22. ORNAMENTAL IRON SECURITY FENCE, SEE DETAIL 15/A1.8 ON BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. 23. ASPHALT CONCRETE PAVING NOT REQUIRED FOR ROADS OVER 32' - SEE DETAIL 24. CONCRETE SIDEWALK - SEE DETAIL 9/A1.7 25. SIDEWALK FLUSH WITH 6" CURB - SEE DETAIL 7/A1.7 26. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING "FIRE _ ,_11_A ,, r--- ___, _ °-� ��_ _T_� �_ _ �J / ° CONTROL ROOM"--- - - > 27. SIDEWALK RAMP -- SEE DETAIL 10/A1.741 ,., C-i)C1 _. _ . /// //i.,A , _..._ t...,,ctopielipc , .,, ,.., s, ,,c,t..s -_ ______. . .. „ ,..., tJ 'c, /./.,/ii ___________________ . _,... ---- \\ ef........ \ ° ° ,\ , `° ,� - 305\ \ ° a` / i • . a J •/ 91IA ---„,...„.,,,, -,...,...,_ _ ,,, F.{ o�\ , „ � n/ill If? Ol\ \ \ I /I 1 \ It 11 O - r I I �'p`- - \ , c. , __--- i I I \ `_ I I I I I \ _ c L C.`> / 4 / ° If _. L J 0� / _ 5 I ___ Li EXISTING I ` ,,, \ _ wl _ BANK 1 ■ - 5,378 S.F. ----, �. . - n 1 Owner: ifKq� \ JLR Z__ I I - LQt 2o. ol / � _ D -' s�-,._ 04/ _ __ - • 4/t? _. ....,. 44.44, U CI • a '---,,, 19040 -... \, ) . 32 32" ' �E -`�,/ ,, ---- 1111%1111111141144 720 NE Grand Ave. Er- 4 ° �� _ - _ Portland, Oregon 97201 - \ 1114* Q 411110111* (r) ll' / .3 -., • . .__ __ _ 1 _____ _ , ® __ Project: ______1 \,..A:,..j: New Building Co0 Ilwrli _ ,_, _ ` ,_ _ 07 44 . \, WI] ° 0 x x K K x . .\\x ❑ x x - X xI I X 1--1 jI 111 A 1 _ i-S� .� .`� I - ,- S ` ",'7.." 11 (-C) - - N) I '' El) \ I ..T.,--41 v Ii10 1 cn4:0„_e_.. -T` \ �'J .y t `� `r , r... . - - fff��41) *- - 10125 SW Washington Sq Rd. �, ()( / -�, Portland, Oregon -1 , ,_,,, _ ,, 1 i ‹ fv[ 16 AC.N . + -{.-- 7- - \ 40 - c. . :-0�, � .,:_:�.�:. ® iiiiiuiiii�� ° a 1 +°�. ��I \♦ 0 i ffi�; RAMP L I V • '------/'---'---- / I , 0 ::: • _ C LE \1 1 --------121---'1 i1 l 1, ^XQ \ // / col- I I ' - __ '/ '\ ° Sheet Title: t a r ,, ff)fI __ Enlarged 2., , :- 2 1 J H H H H - -. y 1 ,,,.� 2 I r- � } 0 4 . T- I 22 Site Plan A, 1�b-t , North 1 23 -- 1 :i H H H H -a 41) 4::, I [# 6■�■.ins I t •. Mai O 0 .:+1 'moi (-- 0 _ _ 5,- 101„ __ 1 ,,I Ia■I_■�tli9 �� ,- --) 44 0 I -04.A ~� K El) I1 N9ki / , 18'-O" , 28 - 44 1 ,-- , , - H H '§ --' 'f / / f_i_, 0 /( 1 i 1 0 , ® x ,_ �� 1 0 �� I __� Revisions: ,-„... i.,,,,,, ! " " 0 LI • a :::::/ • I zs `�, '' CD ® _ir 0 4, .., /I I EXISTING IC„ = - RESTAURANT T. - N M -- ,CO Nr•if 1 I 7,477 S.F. co .EMMEN ?-4 ES ali (1/ (84"-) 0 :.__. J - i I 1 00 1 'tl i rn...7 / I ... / sw. === ri -2:7i/ --- [ rt H \ == MATCHLIN ~ 1 :: ,--7 40, ...••. (c, L 1 . 26 - r . 4. ZIA ''.....„...'"\. it.. . , 'ft, 14114,441 W;' '`', ,,,.. (\/ ' / "ra: �f ...' -'' '' ''' ''''' / : .... f , 4:f4a.tt,APAte I MILDREN DESIGN GROUP, P.C., 2018, ALL Ak - � �, +4.: RIGHTS RESERVED Q Enlarged Site Pian North :,�� , y 0 THESE DRAWINGS ARE THE PROPERTY OF b.,ILDRENDESIGNGROUP. P.C., AND ARE�� , I OTTOBEUSEDORREPRODUCEDIN ANYyr O 1O 2O 40 -� \ p �„ / I '11. ANNER, EXCEPT WITH THE PRIOR WRIT?EN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 25 May 2018 Drawn by: Checked by: JCM WEM Job Number: 116139 Sheet Permit Submittal - May 2018 A1 .2 Keynotes O'''- 1. PROPERTY LINE WHITE WITH 1" STROKE WITH 6" HIGH LETTERS AT 25' 2. CMU FENCE, SKIM COAT AND PAINT -- SEE LANDSCAPE FOR INTERVALS 7:1Lowa. EVERGREEN SCREENING, SEE DETAIL 14/A1.8 24. 28'-O" INSIDE TURNING RADIUS AND 48'-0" OUTSIDE 3. JAGUAR/LAND ROVER CAR DEALERSHIP TURNING RADIUS MILDREN DESIGN GROUP, P.C. 4. SECOND FLOOR OFFICES ABOVE 25. 44'-0" WIDE SLIDING GATE WITH KNOX BOX ARCI-IITECIURE - SPACE PLANNING 5. PARTS AND SERVICE WITH PARKING ABOVE 26. FIRE HYDRANT - SEE CIVIL 7650 S.W. Beveland, Suite 120 6. GAS METER LOCATION 27. FDC LOCATION - SEE CIVIL Tigard, Oregon 97223-8692 7. DISPLAY PAVILION 28. BOLLARD Voice: 503-244-0552 8. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD 29. REMOVE EXISTING PAVING 9. IRON SECURITY FENCE, SEE DETAIL 15/A1.8 30. LANDSCAPE AREA Fax: 503-244-0417 10. EXISTING SIDEWALK ALONG GREENBURG ROAD. 31. 110V QUAD OUTLET AT LIGHT POLE BASE - SEE DETAIL 11. CONSTRUCT 12'-0" WIDE SIDEWALK ALONG GREENBURG ROAD 20/A1.7 PER CITY OF TIGARD AND WASHINGTON COUNTY STANDARDS, 32. WATER QUICK CONNECT AT LIGHT POLE BASE SEPARATE PERMIT REQUIRED 33. 10'-0" X 36'-0" LOADING ZONE 12. EXISTING PARKING 34. UTILITY VAULT 13. UNDERGROUND OVERHEAD FRANCHISE UTILITY LINES 35. PEDESTRIAN AND BICYCLE CIRCULATION AT PUBLIC WAY 14. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC 36. RETAINING WALL STREET AT DRIVE AISLE 37. PUBLIC SIDEWALK EASEMENT 15. CHAIN LINK SECURITY FENCING, SEE DETAIL 17/41.8 38. ASPHALT CONCRETE PAVING • 16. APPROVED VEHICLE DISPLAY AREA 39. SCORED CONCRETE .�.�::; / 17. APPROVED VEHICLE DISPLAY WALL 40. WALL MOUNTED BIKE RACKS - 13 TOTAL - SPACE BIKE le ''''''''''''''''''''-- 10 ' 2 I ' 75 ` • 18. STAMPED CONCRETE AT APPROVED VEHICLE DISPLAY RACKS 2'-6" 0/C AND MAINTAIN 6' CLEARANCE AT BIKE ' .: 19. KNOX BOX RACK FROM WALL, SEE DETAIL 13/A1.7 ED 20. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS THAN `\ IC 41. LOCATION OF RELOCATED UTILITY POLE _ T • ��` h 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. 42. CAR WASH WITH CMU STRUCTURE t F h `'`-.., '"7/. _I 21. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 43. EXISTING UTILITY POLE TO REMAIN, PROTECT DURING • ��I•� "° �� BUILDING CONSTRUCTION. INSTALL STREET LIGHT FIXTURE ON Mir I .mownIt \ 1 •-,,.. �� , / __= 22. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' ON EXISTING POLE. �,' : 1 1 I.,,.j„ I 1 �.....L..w 4 Ih `` s �6''� �� ., _= BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. NOT 44. RELOCATE UTILITY POLE TO NORTH. CONTRACTOR TO _- COORDINATE WITH FRANCHISE UTILITY PROVIDER. INSTALL ~ iLL �_" A� > \ ' T MATCHLINE� REQUIRED FOR ROADS OVER 32', SEE DETAIL 19/41.7 STREET LIGHT FIXTURE. - i - - � ate` , / -j� ___ 23. PAINT CURBS RED WITH "NO PARKING FIRE LANE" PAINTED L ' E051��• R. IT - I � a \ ___ 45. RETAINING WALL, SEE DETAIL 13/A1.8 :' ,a1. + d' • _� .,Sc....----±"Aiiiii,(...° � / =" 21. T/WALL TO ALIGN WITH BOTTOM OF REVEAL AT BUILDING - -•D, ' i & 1. , , _ I AM IN, ♦ 4111 m20 ��, rAr �'i. Are.......%i......04,# �y ,..\\., , i° '� ' OF (111-.`t" LO I. a , ,,,,40/0"."! 0 ~Av./1. , / ED \s,.... _, ---___.,, 22'- 7 " ♦� '\ I / itrAf'-•-..._ , -------„,.., 110.,,,,-440111P.- iett 4,,,,, b,... • , a_ = 1/%'� - ' v 1•74'itt$:**1::: 41111:4W,--..4.'1'...••........„......... 41110 w pi-,, . 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PARTS AND SERVICE WITH PARKING ABOVE 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. ARCHITECTURE - SPACE PLANNING 6. BOLLARD, SEE DETAIL 17/A1.7 27. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 7650 S.W. Beveland, Suite 120 7. 42" X 42" X 6" CONCRETE PAD WITH PEDESTAL MOUNTED BUILDING Tigard, Oregon 97223-8692 MAILBOX, SEE DETAIL 11/A1.8 22. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' ON Voice: 503-244-0552 8. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. NOT Lax: 503-244-0417 9. ORNAMENTAL IRON SECURITY FENCE REQUIRED FOR ROADS OVER 32' 10. WHEEL STOP, SEE DETAIL 14/A1.7 23. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED WITH 11. LANDSCAPE AREA 1" STROKE WITH 6" HIGH LETTERS AT 25' INTERVALS x - x x - x x x A A A - 12. ALIGN H FACE OF BUILDING24. 12' CONCRETE CURB - SEE DETAIL 8/A1.7 013. BOX HEDGES - SEE LANDSCAPE 25. 6" CONCRETE CURB - SEE DETAIL 6/A1.7 ID , . 14. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC STREET 26 ALIGN SCORE JOINT WITH JOINT AT GLAZING 1 - AT DRIVE AISLE 27. ALIGN SCORE JOINT WITH EDGE OF OPENING AT 15. RESIN SET GRAVEL PER JLR STANDARDS, SEE DETAIL 16/A1.7 CHAMFER-GLAZING U -- 16. ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS AISLE - SEE 28. LIGHT BOLLARD - SEE ELECTRICAL ® DETAIL 1/A1.7 29. EV LEVEL 1 QUICK CHARGE STATION PEDESTAL MOUNT 17. VAN ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS AISLE - 30. EV LEVEL 2 CHARGING STATION PEDESTAL MOUNT 0 41) , SEE DETAIL 1/A1.7 AND 4/1A.7 31. 24`-0" WIDE SWINGING GATE 32. CONCRETE SIDEWALK TO PARKING STRUCTURE f 0 0S� VCY -1- e \ ED5 : � X t- � R Ati 0 , ::iyal 4 D, . !4 ,.. .. ED 14 �� pFQ1 0 ,,, ID <--, e----> X X X 0 , • . :,_ c) /` x x f ax Qa ./ A 0 a _ � N X Owner: 4110 JLR h11- ,. a Iii A a A j x 720 NE Grand Ave. O X X X 1 Portland, Oregon 97201 tit ''' ` 'edit i ' rr r" . . . , ' ttliiirrvr ''' 'L`. 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Beveland, Suite 120 4. 4,000# CONCRETE PAVING - 6" FCC WITH 6x6 W1.4xW1.4 Tigard, Oregon 97223-8692 WWM OVER 4" BASE ROCK OVER 12" CEMENT AMENDED Voice: 503-244-0552 BASE Fax: 503-244-0417 5. STAMPED CONCRETE/CONCRETE SIDEWALK AT DRIVE AISLE - 6" FCC WITH 6x6 W1.4xW1.4 WWM OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE 6. 4,000# 4" THICK CONCRETE SIDEWALK OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE 7. CONSTRUCTION/CONTROL JOINTS PER 9/A1.7 - - -1 ----t--. -'/:/.„, ,', f► /...., , 10, 40 30511.1 1 1' rlaii I L E. R. • ___, __________ I rA14414 - I I 1 / ft +1 1 1 LI 7:5" _ OF 0 L, I I J -- �1J I _ ___..._..„/Z/ - L_ J I / 11 11 -----":"' i 47 ......., 41,. ......:,..,.....7 /it-: _______ _--i-----„,_ E._ _..1 L _1 •________..... I-_ [ I I I \ / -71 // / ......( ---..---• \ --` \ �`�7.444.4.4444. �_ / „.„..N.i.. I 1 �_ : ----. \. �__ / ___ ick • (y / 1 W \ I I 0 0 ii 1 J ___A\''qY'D il*C ( _== � ...... ....... ....� / Com. igijoi, AL �� \ ..... ...'/Op 6 0 ' / -.... 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R7-8 PARKING 000T SIGN DESIGN NO. R7-8 ;' _ / MILDREN DESIGN GROUP, P.C. lo I I I6' 1 I _I -•-7 r (6„ 1 ` ARCHITECTURE SPACE PLANNING 7650 S.W. Beveland, Suite 120 ,7 \� \� / 6" HSS 2x2 SUPPORT, IISS 2x2 SUPPORT, I ISS 2x2 SUPPORT, Tigard, Oregon 97223-8692 , ,, PAINTED PXYZ - , PAINTED PXYZ ' PAINTED PXYZ Voice: 503-244-0552 L8 BLUE RETRO-REFLECTIVE \ \ , \ f, j Fax: 503-244-0417 ACCESSIBLE SIGNAGE _ PAINT BACKGROUND PER STATE \_ - - REQUIREMENTS CONCRETE RAMP FLUSH `�' - _ VAN = - _ -WHEELCHAIR rn 4" 1'-0" 4" a, ACCESSIBLE USER ONLY- WITH ASPHALT ,r 4" PAINT STRIPE WHEEL STOP - WHERE ( 1 ) 7" I / / 1 SAN ACCESSIBLE SIGN, ISIGN, WHEEL CHAIR ONLY REQUIRED, 12/A1.6 3 I_ \ 1 6> I ( R77-8P,T 1 WHERE GN DESIGN RED \ I 1 6„ J OR�-8c, N WHEREGN NO. REQUIRED 4" PAINT STRIPES AT 3" WIDE WHITE Z CD_ l'' 1'-6" 1"/� z I'1.1i" 1'f ACCESSIBLE SYMBOL, /\ 2'-0" OAC TYPICAL :,.0 "� RETRO REFLECTIVE PAINT z z z - N� I STRIPE TYPICAL o t- o ,-- o i--- PAINTED PER STATE NOTES: I7\ 1 / IISS 2x3 POST, PAINTED PXYZ I z HSS 2x3 POST, PAINTED PXYZ 1 IISS 2x3 POST, PAINTED PXY- 1 REQUIREMENTS \ 1. ALL ACCESSIBLE STRIPING ;n ((86' to o I I �C i I "' o `\' I I I t" o `" I I AND SIGNAGE TO COMPLY 1 1 ,Z WITH ORDINANCE STATE � `-• ( I `- © REQUIREMENTS. ocz1 Z A1.7 2. ACCESSIBLE SIGN TO BE o A 12" DIA. CONCRETE 12" DIA. CONCRETE A z 12" DIA. CONCRETE 30' TYP. MOUNTED TO SIDE FOR 1 io VAN ACCESS LOCATIONS 67' AND MAY BE CENTERED FOR STANDARD ACCESSIBLE I ( SPACES. -\ )k'' 1 vl I I `` ,� `, I 1 \ \ I 1 I / 3. WHITE STRIPING PREFERRED ° d d - 4 d `f BLUE BACKGROUND AND 41C" i .1 1 7i d I r o d d b �< Akio ., fr BLUE PAINTED CURB / N N N ers OPTIONAL 305 9'-0" 6'-O" STD. TYP. 2'-8 " p1N L • E lI' R. 8'-0" AT VAN 4. DIRECTIONS EXCEPT AT h a r� • . 1g • TYPICAL D,'•tl' + ACCESSIBLE LOCATIONS RAMPS v '1 - 1 Accessible Parking Stall rilnternational Accessible Symbol Accessible Parkin Signage Pierr-LiAccessible Parkin� na a Pier I Accessible Parkin Signage P ier �& OFp 5, 0 , A7 -0 A1.7 � •7 1"=1'-°" Van Space , 1/4-1,- 1 Wheelchair Space 15b-4w-r1 15b2 15b3b-rJLR1 15b3b--rJLR215b3b-JLR3 / SEE SITE PLAN TOOLED SEE CIVIL FOR PAVING SECTION EDGE SEE CIVIL FOR PAVING SECTION SEE CIVIL FOR PAVING SECTION AND BASE COURSE 2% CROSS SLOPE AND BASE COURSE AND BASE COURSE9 . _ 4" CONCRETE SLAB WITH FACE OF 6" FACE OF 6" FACE OF 1'---0" A" SLOPE TO FRONT - 4, 4 ' 4 A V A 4• . - A ' ' ' CONTROL JOINTS, SEE SITE v v I- I CURB ` A" SLOPE TO FRONT CURB 6" SLOPE TO FRONT CURB 1I II I •�l�• •�- -:S ,•-:�X -•:�:_�• -I PLAN FOR SCORING PATTERN -P>; R,i /I- 4" CONCRETE SIDEWALK P I-e4.4�'' •r_: r- .-A14.1.40-rim-r �, !' 1.4.,44-1�' - ��; .��i�� .. .i ...moi r1 i�� 111-1 -I 11-I i 1 i 1-1 i I-I i I-I i I--15111 '1= 4" CRUSHED ROCK BASE �_ �� _- i:NI I-1 11-11 I-I I �-III-I I I-1 I I,,111 111 I; u, •• =IIIII 1111 / s " a 4 • d 11i IIIII: SECTION BROOM FINISH TOOLED EDGE lo I Ill I - • "._Y_ I IIIII 6' CURB BEYOND BROOM FINISH / -p 'IIII I' •.-q• - -1111 m1111] \-IIIIII -- �• - 1II-�I' •- .°• - • • - 'Ili - 'IIIII=1111 IIIA • °. Him.IIIII SEE SITE PLAN /SEE SITE PLAN .IIIII=IIIII • r.. I T IIII� 1111111' • PII I ° °y BASE COURSE I BASE COURSE IBASE COURSE PAVING SECTION IIIIII - . IIIIII=1IIIi . _ '-- MIIIIII=' OR CONCRETE 1. 12 MAX. '' ° . _IIIII IMI ' - IIIIII=uml� 11111►a AER. ��m=dull -, - „IIIIII;,•, WA K _oPE ° ° a ° -' E,r 491. 1�0- ii-_ - TAmi-:+ it Nevi,rrLt - ...._.. -_ SL ° ° ° ° d r .r� r.r..17",11,115714.1 �.,r�. .. �{�rI'r ` �i �`„� �: �,r{ •r.-.rS'�- �• ' � r.,.. � I fir= � - � � •►.T . - � ! I' � � 11111 illi Ik co . r ,. ' �2:r�` J In �rTrII'li _,E- ' ��-IIIII �:�r.�r�, r r 'r r .�.-r r r �r r � ,� ' �- � �� i�"• �•i�•�i �• ri • �•� �•�i`•i�i � Owner: `-IIIIIL.r.IIIIllIIIIII IIIII-IIIfI-IIII! IIIIII I!I I I I=I I I I =IIIII= M.1111111 _ 3„ 3„ 8_ 8 1'-24„ -III- I I-! 1 1�I s � �� .��. �1. I i -;,-� Y•�I r+ 4 II € = - - =f I I-I I ! I I I VOTE: - NOTE: NOTE: I I l I i l l i l l l� 1 1 1 1 1 1 I�I I I 1 JLR 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 4000 PSI AFTER 28 DAYS 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 4000 PSI AFTER 28 DAYS 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 4000 PSI AFTER 28 DAYS 1 1I CRUSHED ROCK BASE UNDER 2. EXPANSION JOINTS TO BE PROVIDED: 2. EXPANSION JOINTS TO BE PROVIDED: 2. EXPANSION JOINTS TO BE PROVIDED: S S 1'-0" SIDEWALK TYPICAL A. AT EACH POINT OF TANGENCY OF THE CURB A. AT EACH POINT OF TANGENCY OF THE CURB A. AT EACH POINT OF TANGENCY OF THE CURB B. AT EACH COLD JOINT B. AT EACH COLD JOINT B. AT EACH COLD JOINT C. AT EACH SIDE OF INLET STRUCTURES C. AT EACH SIDE OF INLET STRUCTURES C. AT EACH SIDE OF INLET STRUCTURES D. AT EACH END OF DRIVEWAYS D. AT EACH END OF DRIVEWAYS D. AT EACH END OF DRIVEWAYS E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET 3. CONTRACTION JOINTS: 3. CONTRACTION JOINTS: 3. CONTRACTION JOINTS: 720 NE Grand Ave. A. SPACING TO BE NOT MORE THAN 15 FEET A. SPACING TO BE NOT MORE THAN 15 FEET A. SPACING TO BE NOT MORE THAN 15 FEET PLAN CONTROL JOINTS B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 11" B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1." B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 (TOOLED) Portland, Oregon 97201 NOTE: CONCRETE SHALL BE 3000 4. BASE ROCK TO BE 2 OR % COMPACTED T095% OF AASHTO T-99 AND SHALL 4. BASE ROCK TO BE 2 OR %„ COMPACTED TO 95% OF AASHTO T--99 AND SHALL 4. BASE ROCK TO BE 2 OR % COMPACTED TO 95% OF AASHTO T-99 AND SHALL PSI AT 28 DAYS. 6 SACK BE TO SUBGRADE, STREET STRUCTURE, OR 4 , IN DEPTH, WHICHEVER IS GREATER BE TO SUBGRADE, STREET STRUCTURE, OR 4 IN DEPTH, WHICHEVER IS GREATER BE TO SUBGRADE, STREET STRUCTURE, OR 4 IN DEPTH, WHICHEVER IS GREATEREXPANSION JOINT MIX, SLUMP: 1 1/2" TO 3" AT 20'-0" O.C. MAX. (6- 6" Cast-in-Place Curb 7 6" Cast-in-Place Curb (8- 12" Cast-in-Place Curb 9 Typical Sidewalk 10 Sidewalk Ramp I x„=1'-0" 4„=1'-0" „=1,-0" Ito scale „=1,-0" A1./ 15a9-a 1 1 It I I I STAMPED CONCRETE A1.7 15a9-b A1'7 15a9-c 1'7 15a1 A1.7 15a2 I I I I I CROSSWALK - STRETCHER Project: 1 I I BOND PATTERN Ly I I I t6" CONCRETE CURB � New Building I I I I Jo, 4'' CONCRETE SIDEWALK I 1 I I RAMP WITH TACTILE _ .19" x 3" FLAT BA .3750 ROUND BAR CONCRETE BASE I I I GROOVES I I I I I 6" CONCRETE CURB PLAN 1 1 1 I LIGHT POLE BASE PLATE 5916„ CN LANDSCAPING , � LIGHT POLE �.-_1_- 6" CONCRETE CURB _1 C I 2� FACE OF WALL • i / O (---(---- - W I 12" CONCRETE CURB o ` O 0 \ c e / LIGHT POLE BASE 10125 SW Washington Sq Rd. t6250ROUND BAR f PLATE COVER RAMP WITH TACTILE SURFACE MOUNT QUICK Portland, Oregon /" GROOVES CONNECT HOSE 618E / (3) 3" X i" LANDSCAPING 6'-O" PRECAST ,♦ �/ CONCRETE ANCHORS-, CONCRETE WHEELSTOP re u, -'10 ' ASPHALT PARKING \ PLAN DUPLEX OUTLET AND SUPF _Y i ° ' I ' I I ' - N O ti ,1.,_, Sheet Title: 4" CONCRETE SIDEWALK I I I I I I I I / nr,t i I I 1 STAMPED CONCRETE _ 10 LIGHT POLE BASE Site I I I I CROSSWALK - STRETCHER a PLATE COVER 1 1 11 I 1 I I BOND PATTERN Q • 0 \ 0 L} LIGHT POLE BASE PLATE Details 1 I I 1,_7 " 2'-0" • a • II 1 1 r DUPLEX OUTLET AND I I N I8'--0" ~� SUPPLY - MOUNT MIN. \ •_ CLR _ 2'-O" CLR 1 1 I'-6" ABOVE GRADE 7'-0" CENTER ON RACK '' 'r • 3'-0„ v SIDE ELEVATION FRONT ELEVATION MIN. - - 1 1" CHAMFER \ 7'-o" , d 11 SURFACE MOUNT QUICK Accessible Route Sidewalk46 , Bicycle Rack - Huntco �Stirru Wheelsto a SUPPEYT HMOU BIBS AND 11 Accessible Route Sidewalk 12p 14 p 4 dSUPPLY - MOUNT MIN. 1II a 1'-O" ABOVE GRADE A1.�A''=1'''' A1.7 ��'-1 -O X1.7 '"=1'-°" 1.7 3"=1'-°" o 01.7 1 5e1 B a1.7 4 a / y 090" ALUMINUM SIGN PLATE o \ - _77 i" IT .8 ANCHOR BOLT WHITE BACKGROUND WITH ;, i" RESIN SET GRAVEL WALKWAY RED LETTERS AND BORDER, I #8 VERT. WITH #3 SLOPED TOP BAKED ENAMEL, PER OSSC _ a ° 0 Y APPENDIX D FIGURE D103.6 ( L I TIES AT 12" O.C. 4" CONCRETE SUBSTRATE - 1\ D FIRE LANE SIGNS . a FINISH GRADE Revisions: WITH LIGHT BROOM FINISH - \ CURB o � ° d I PROVIDE 7 DAY CURE PRIOR Ga 7 I 4 a° TO RESIN SET GRAVEL \ SEE SITE PLAN 1) PA ' `I ° I `. WALKWAY .1 WHEEL STOP, - SEE 14/A1.7 GROOVED TACTILE 1 FIRE 4 AGGREGATE BASE, SEE •. / a JJ L WARNING LANE GEO-TECH REPORT a Q TOOLED EDGE CROSS SLOPE 2% MAX a • 4"� STAINLESS STEEL d 4" CONCRETE SIDEWALK WITH 4 04 LIGHT BROOM FINISH O PIPE WITH GROUT FILL PAVING SECTION ' • OR CONCRETEw WALK •� z 4 'I M 0 °Q 4 = �. - •a ° ° ° ' °4 - - GALVANIZED STEEL POST a moi. �' + t. �. �' i _/-1,• n ° a X'•Y-iX�GX• 4 1> 6 ° 9 . \\/\/ \ \�\\/\/\ \\��\\\\�\\f\\X\/ 0 0 - PVC RIGID CONDUIT I> '' - FINISH GRADE \ \/\/\/ /�\/ TYPICAL MILDREN DESIGN GROUP, P.C., 2018, ALL '• /,\�X\//\// �i N Vil - RIGHTS RESERVED 1- f� • � • . ir. .l .i •+ .- ' !z• los:•z•.•t.0-Tar CRUSHED ROCK BASE UNDER a "s 4 •4011� ,=? 2•Mojii �.4 ! i.o�`�lo i �os.gs rVxtf Ll..��•�.�ie * ° 1 -Q THESE DRAWINGS ARE THE PROPERTY OF LiWi ° ' SIDEWALK TYPICAL 4, MILDREN DESIGN GROUP, P.C., AND ARE:27 4 0 a NOT TO BE USED OR REPRODUCED IN ANY f - 11111-111,1 11 _ I r'� I HIM Ill ° / �I 12" DIA. CONCRETE 4 d n 4 a PMANNER, EXCEPT ERMISSION OF WITHN DESIGN GROUTHE PRIOR P,= �=- ( = - a`` ° ; d I d I a° a - a° d 4 Date: 25 May2018 P� CONCRETE FOOTING Q I Ia a a - ' ° ' Drawn by: Checked by: 0 1 4 d I I 1 SECTION 2'-6' JCM WEM a I I ., Job Number: 116139 ;' u__ 20 Light Pole Base Sheet r-1-6Resin Set Walkway Steel Bollard 18 Sidewalk Flush With Paving - with (--16 "No Parkin ' Signage A1 =11"-1'-0" 3¢"=1'-0" =1'-0" 1"=1'-0" g -- d LIghtPde80ae-1 A1.7 A1.7 / A1.7 X„ A1.7 Permit Submittal May 2018 A 1 .7 0.7.dNg a1.7.d.g • d-03300-1--tactilegraaves Tactile Warning Grooves ��D5 l ' 6" Iwo,0 MASONRY CAP 15'-115" \ TYP GATE TO BE PINNED INTO c� PAVING SURFACE IN c \_ s r 1Y2"X1Y2TUBE STEEL FRAME `7 FULLY OPENED AND �• (2) #4 HORIZONTAL AT �� ,,,, ill". ,';, �,,,�„ " "' I v CLOSED POSITIONS USING SIDE RAILS WITH 1Y2"X3" TOP TOP OF WALL AND 48" "' „II „ „ AN INDUSTRIAL LATCHEl 0 C ' .,.d:. .,I, . + y,' ` AND BOTTOM RAILS WITH 4 t• / MILDRPN DESIGN GROUP, P.C. a ' I WITH DROP ROD, FULLY MITERED CORNERS FULLY (2) GALVANIZED L3x2xY2x4 I- 4 OPEN POSITION TO BE WELDED AND GROUND EACH SIDE, WITH Y2"0x3Y2" x ARCHITECTURE • SPACE PLANNING 120 DEGREES SMOOTH MIN. EMBED HILTI KWIK • ` Q #4 VERTICAL AT ENDS OF 7650 S.W. Beveland, Suite 120 WALL AND 16" 0/C WITH 4 BOLT 3 �� Tigard, Oregon 97223-8692 <- 8 CMU WALL, HR-36 METAL PANEL ► HOOK INTO FOOTING g g a GROUT SOLID SCREWED TO THE ANGLE AT Q Voice: 503-244-0552 TOP AND BOTTOM FRAME - GALVANIZED HSS ! _, ° 3x3x346 END POST (2) GALVANIZED L3x2xY4x4", ! 6" CONCRETE SLAB WITH Fax: 503-244-0417 NIP EXPOSED ENDS OF :I tj _ % il�,- 0I FASTENERS n ONE EACH SIDE OF HSS, #4 AT 24" 0/C EACH WAY IIK-4- WITH Y2"�x3 Y2" MIN. EMBED LL' CENTERED IN SLAB -36, 20 GA, METAL WALL 4" co s 3 3/16 V � E ► a ° SLOPE TO DRAM PANEL, PAINTED WITH HSS 1"X1"ANGLE AT TOP AND GALVANIZED HSS 3X3X46 - aInHILTI KWIK BOLT 3 QQ 1 ;r7FT �, - GATE FRAME - >- � /8y 3x3xY4 FRAME BOTTOM OF FRAME N) `: CANE BOLTS FOR EACH LEAF H-36, 20 GA, METAL WALL TYP\ ♦ CELLEATICAL END IOFEACH WA L ., 8" CMU, GROUT SOLID - PAINTED I -�_ FOR CLOSED AND OPEN PANEL, PAINTED / `l AFINISH GRADE, SEE CIVIL CONCRETE FOOTING o Z - rn POSITIONS �' _ti• , a IIA V' GALVANIZED HSS 3x3x/16 a N 6" CONCRETE SLAB, H - (2) HINGES EACH GATE, ( 3 LOPE TO DRAIN PAINT TO MATCH GATE END POST / ° 2 / c T/SLAB d L 3/16`^ 4 • GRIND AWAY GALVANIZING 7 4 Q A1.81,• ATSURFACESTOBE \ T/SLAB 'll '��' i _ a T/SLAB „ „ ♦��• WELDED - �a ji►! I I III it I ' I I III I #4 x 2'_0" x 12„ a a ° I \ ii, BASE PLATE Yzx3 x9 WITH •\ ♦��♦ o �"°'"'".".., ,. ,i." .�s �a I -III- I-III- II- II= AT 48" 0/C 4 HSS 3x3x3/16 JAMB \64.0 d d,i 111 a \ .. KWIK2 BOLT/II EXPANSfONTI r ! I ° . I Ilifll--11171 11=0. 2 PAIR 6X6 HAGAR 1850 l': ,HIH:_TFIIIIIE. IIH___ II \ ANCHORS 7 Yz GAGE \ d _ L - - 2'-0" \ PAINT TOLP S MARTCH GATE ¢ 4 d CONCRETE FILLED ('IPE SLEEVE-EMBED 4" aI _ PIPE BOLLARD FOR CLOSED AND OPEN w LIII a.. .. GALVANIZED HSS 3 3 Y - v (3) # CONT. 631 ODASC'POSITIONS 6" CONCRETE SLAB WITH x x 4 >rs �L��°"VIII- 1I \ I GATE FRAME .t.f. 1_ _ - - - 18 } - #4 AT 24" 0/C EACH ' A1.8 HR-36, 20 GA, METAL i2'--8" \ WAY CENTERED IN SLAB CLEAR #4 AT 0/C 305r J WALL PANEL, PAIIN TED 3" 2'-3" TRANSVERSEEft'. R. © l. NOTE: \ • A1.8 A1.8 A1.8 SEE CIVIL FOR SPOT ELEVATIONS 2'_3" CONCRETE FOOTING l tv ��' r V DDD 4 . • & 1 Trash Enclosure Plan 2 Gate at Trash Enclosure (-3- Gate at Trash Enclosure 4 Trash Enclosure Gate 5 Screen Wall at Trash Enclosure 4'.) 3 4"=1'-0" 3 4"=1'-0" 1 1 2"=1'-0" 3 "=1'-0" OF v' A1.8 h"=1'-°" A1.8 / A1.8 / A1.8 � � 1.8 d-TrashEnclosurePlan-Masonry-1 d-03410--9 9A5C 9A50 9a5a3 DEMARCATION 'BRICK' 16 (ACTUALLY STAMPED A1.8 GALVANIZED HSS 3x3x3/11 CONCRETE PATTERN) GATE FRAME - SILVER OR GREY TYP • TOOLED EDGE ll II Nr"` II I I - II PAVING - - CONCRETE WITH , A.C.M.,'LARSON 'FUSION' ` zo SECTION - SCORE LINE TO MATCH CURB WIDTH ` STORAGE METAL WALL PANEL AT =1 OR STAMPED BRICK PATTERN �� PAINT TO MATCH 6x6 W1.4xW1.4 WWM 11. GATE ONLY, THIS SIDE (2) HINGES EACH GATE, CONCRETE BROOM FINISH WALK AGGREGATE BASE • • 5'-0" FIELD VERIFY CONCRETE TILT-UP WALL -NI Q CROSS SLOPE 2% MAX co / / JOINTS TO MATCH METAL r a CONCRETE/ i [-- ASPHALTIC PANELS AT PAVILION e d a / 4"x4"x FULL HEIGHT METAL � � O ;� �,+� PLATE -g - GALVANIZED HSS 3x3x3/1i7 O 1�1 • { END POST \ / / +`a.:�.'a ,a,`a a 4a.t�+`a,a S. - -a :a ' a a '�.w.a, �/ / ins i i g• : ; • • - �• • : I - - - ' � \_-..41r,rY-•--Y,r7 r,f:r7�r7�i7.i7�. ., ; .'•Y:•Y:rY::r`f:r`tar`C � O�cV / /� ° ° [VIS 1'--0" CRUSHED ROCK BASE UNDER / f . - \ \1 ' 14> k ' .e....„ 1 1 `� -� Owner: Q , . a kii, 111 _ H la a GALVANIZED HSS 3x3x346 I \ o PANEL EA. SIDE OF GATE SIDEWALK TYPICAL a' 1' Q A.C.M., 20 GA. METAL WAL _ • =p END POST I JLR [, - d 4 o G - . : . \ GRIND AWAY GALVANIZING 1 9 u, ozd • • • • 1 � �� .� \ ./ AT SURFACES TO BE (!ti.. NIS s Sidewalk Flush with Paving o 0 9 , Q I o o . 34"=1'-0" „ „ ��`♦~.~.��+�� ;�~.~.~.�.f WELDED 1 ! A1,8 =1 -0 � • • • - • ,r ,, J � � • • � - - - I 1-1 Sidewalk at 6uiiding Flush with Paving • • l i r0 wlwn " - - 2 PAIR 6X6 HAGAR 1850 /7/--"\7. �% 7/77\°.\� \/ `/ `" �/ LP HINGES OR EQUAL, O - r\\/ \\ \\ \\ \ \\ \\ \\ \\ \\ \ • 1 \ _ PAINT TO MATCH GATE - � I`�. / „ 2'--0" MAIL BOX POST \ /, � �` SASE PLATE 1 2x3"x9" o �, / \///\ �///, //' \/�\ \ \/ \\ _ GATE STOP -I WITH (2) 1/2" DIA. x2 3/-7 1 /� II. 11 11 11 .;.: I1 I PAVILION - .� _ EMBED HILTI KWIK BOLT I 720 NE Grand Ave. N / ANCHOR BOLTS PER MANUF. GALVANIZED HSS 3x3xY4 P EXPANSION ANCHORS 7 1, '' g i' l'-oGATE FRAME AND CROSS I GAGE Portland, Ore on 97201 ° RANDOM STRETCHER MEMBERS L �r 8" CONCRETE PAD - PATTERN, CHARCOAL A.C.M., LARSON 'FUSION' CONCRETE FOOTING VERIFY WITH MANUF. METAL WALL PANEL Concrete Sidewalk With Stamped Brick 10 Pavilion Personnel Gate 1 "=1'-0" 8 Samt ed Concrete Pattern Layout 9 Jamb - Pavilion Personnel Gate .� Pattern at Asphaltic Pavement _ y A1,8 x"=1' 4,_0„ JI .8 A1.8 11h"c" 1'-0' A1.y( 1 1/21'=1 0" P:\!16139 i`and Fifaex-Jaguar Washington Square\ALB a7.8 z'_0" u 9A5D �, / , J U MASONRY CAP Project: •�••••'• 2"X2" HORIZONTAL RAIL MAIL BOX POST o 2'-0" / KEYDROP BOX POST r� '=' = '' New Building / i 1 1"x1'' INTERMEDIATE ANCHOR BOLTS PER MANUF. N ANCHOR BOLTS PER MANUF. - (2) #4 HORIZONTAL AT TOP VERTICAL POSTS NOTE: FENCE J , OF WALL AND 48" 0/C 4"x4" VERTICAL POST ANCHOR PLATE AND 0 0 COLUMN TUBE OR PVC PIPE TO x AT 5'-0" 0/C RUBBER BASE PAD 1 • 8" CONCRETE PAD - 1 #4 VERTICAL AT ENDS OF �r BE INSTALLED DURING WALL PROPERTY LINE ;ler� , WALL AND 16" 0/C WITH 8" CONCRETE PAD - VERIFY WITH MANUF. CONSTRUCTION (AFTER WALL I Xa •�; ;4Ci til) 3i HOOK INTO FOOTING VERIFY WITH MANUF. CONCRETE CURB - SEE CONSTRUCTION - POST CAP STONE '►�+ ��l ;' SITE PLAN FOOTING WILL REQUIRE HAND I� �} �,�, o SEE CIVIL FOR PAVING EXCAVATION AS TO NOT 0 I� 1 SECTION AND BASE COURSE DAMAGE GEOGRID) r 4 #11 �s /f 10125 SW Washington Sq Rd. 4' 0" �� Portland, Oregon t IA 1%) 41 III - ,.. .. w il QP :j !i �`1 �` 8" CMU, GROUT SOLID - PLAN DESIGN BUILD Q �� " 1/(11 SKIMMED - P6 III,- - 'IIMIIIII- RETAINING WALL Ir� i 111 °� 11- KEYDROP BOX POST > ill ' /1 11=<- :- _ =11111 11111 /1 /s 06 FINISH GRADE, SEE CIVIL IIIIII_ 111111 -111111A .. maIIIII ANCHOR BOLTS PER MANUF. �� •� � e •a-.y 7_--•:fie;--w- - �-_r'. tii.: �..-- '�% ANCHOR PLATE AND ,� i � �' 11,E fl 2"X2' HORIZONTAL RAIL / I -F. _. .� _� := �:��.�:�-_ :�,��:�::. '= 1111- I I I I� I I I I IIII -low � ' •1��`� RUBBER BASE PAD t alit= -n.- Il _I _ � A Sheet Title: Mailbox Base and Pad 7 8" CONCRETE PAD - I 1 ','ten 111 ?NMI ( ' /1141 `� A1.8 1'-0„ VERIFY WITH MANUF. - _ _ _ Site - ; 1 0... 1k" .-�- CUT OR DISPLACE 7-I 1 !=1 I I_=1 - �-III-III- I-III-III=� �\ =11111-n�hi- _ P:\11&139 Land Rarer--Jaguar Washington Square\A1.8 �+ I I I I --� . IIII Iw`ll SEE CIVIL FOR PAVING l I GEOGRID AROUND - I F 1111=I 11_11111= _= An SECTION AND BASE COURSE 'I ' •�1 n 1 1 COLUMN TUBE OR T '-I = .I III- - I -III-I I -III Illli lull - . .4. =II M 1111 IMIll 1111 11111 11 IIII Details 5Y2 ?(:-_-4,I� _ 1 � 1 it PVC PIPE ;IIII Ill I ! , d l i 4 I H IIS-III I I IIIIII I„ M ' 1111E III = H IIII- II111 111/1111 II iu III 4 ° ° a -III III- .� =ins. J ' �- I - l a ` I I; I I I I,7 4 1=_- (3) #4 CONT. IIIIi 11 ==1111 '' i' _ IIE - •• I = _ _ _ 11= . .. IIII - 11 • • 131 i I '- ., III �-.\114,7 �--- -III =111 ,_-. ti- - - •.a{+'•.� Lam:. Y._I \ (2) #5 AT TOP OF WALL AND III II 111111 f 1 �` '"''� - A, GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION AND THE PROJECT PROPOSED EXISTING MILDREN DESIGN GROUP, P.C. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING GEOTECHNICAL INVESTIGATION. PROJECT BOUNDARY ARCIIITCCTURR • SPACE PLANNING CODE, BUILDING CODE, AND THE FIRE CODE. WORK IN THE RIGHT OF WAY SHALL ALSO CONFORM 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION PROPERTY LINE - - 7650 S.W. Beveland, Suite 120 TO THE STANDARDS OF CITY OF TIGARD AND OREGON DEPARTMENT OF TRANSPORTATION (ODOT), DOCUMENTS, INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) EASEMENT LINE - - Tigard, Oregon 97223-8692 DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. FENCE - x x Voice: 503-244-0552 4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, CURB Fax: 503-244-0417 THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS WITH THE ARCHITECT. EDGE OF PAVEMENT 7/1 /7 5. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY PREPARED BY 5. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION 1 ' CONTOUR 191 - -- - - 191- - --- - WH PACIFIC, DATED MAY 2017 AND APRIL 2018. PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48 HOUR NOTICE IS 5' CONTOUR 190 - -1 90- - 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, REQUIRED. STORM SEWER LINE SD -- STM 1M K TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ARCHITECT. 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY, AND UTILITY SURVEY PREPARED BY WATER LINE W --- WAT- - 7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION WH PACIFIC, DATED MAY 2017 AND APRIL 2018, FIRE WATER LINE FW T.M. RIPPLY PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48-HOUR NOTICE IS 7. FINISHED GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT. IN 10 FT. OF THE GRADES SHOWN SANITARY SEWER LINE SS -SAN CONSULTING ENGINEERS REQUIRED. AT SUBGRADE AND TO WITHIN 0.03 FT. IN 10 FT. AT FINISH GRADE, CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. GAS LINE -GAS 8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. EXISTING UTILITIES AND 7650 SW Beveland, Suite 100 POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS 8. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH INCLUDES PAVING, BASE OVERHEAD UTILITY WIRE OHW Tigard, Oregon 97223 EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO ROCK, AND SUBGRADE SOIL. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING UNDERGROUND POWER LINE -PWR Phone: (503) 443-3900 CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WITH BOTH EXCAVATOR AND PAVING CONTRACTOR. COMMUNICATION LINE -PWR Fax: (503) 443-3700 POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE 9. SEE PROJECT GEOTECHNICAL ANALYSIS PREPARED BY GEODESIGN, INC. FOR PAVING, EXCAVATION, EXISTING FEATURE OR CONDITIONE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT FILL, AND COMPACTION REQUIREMENTS. { IMPACTING THE PROJECT SCHEDULE. CATCH BASIN CB 10. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A 9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR TOP OF CURB TC DEWATERING PLAN CONSISTENT WITH CITY OF TIGARD AND CLEAN WATER SERVICES {CWS} ACCESSORY REQUIRED FOR CONSTRUCTION. REQUIREMENTS, AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO GUTTER G �� Q�Q�£S v `f 10. INSTALL CLEANOUTS AT 100' MAX. AND AT ALL LATERALS PER CODE. PROVIDE CLEANOUTS AS PROCEEDING WITH DEWATERING. INVERT ELI=NATION 1E ��' REQUIRED BY THE CURRENT OREGON PLUMBING SPECIALTY CODE. NOT ALL REQUIRED CLEANOUTS 11. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE PERFORATED PIPE PERF w 15504 INR �0 r--- ARE ARE SHOWN. DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF STORM SEWER MANHOLE SDMH 11. UTILITIES WITHIN TWO FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS. SANITARY SEWER MANHOLE SSMH r OR aN FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. 12. RETAINING WALLS TO BE CONTRACTOR DESIGN-BUILD MODULAR BLOCK. MATERIAL TO BE AS STORM SEWER CLEANOUT SDCO ✓e�y 25.Ng°'� 12. CHANGES IN DIRECTION OF DRAINAGE AND SEWER PIPING SHALL BE MADE BY THE APPROPRIATE APPROVED BY ARCHITECT. SANITARY SEWER CLEANOUT SSCO ��RC KOROG� USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT TOP OF STEP TS EXPIRES: 6/30/19 SWEEP. BOTTOM OF STEP BS 13. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A TOP OF WALL TW DEWATERING PLAN CONSISTENT WITH CITY OF TIGARD AND CLEAN WATER SERVICES (CWS) BOTTOM OF WALL AT FINISHED GRADE BW REQUIREMENTS, AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO TVWD CONSTRUCTION SEQUENCING NOTES PROCEEDING WITH DEWATERING. FINISHED GRADE FG Client: 14. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE 1 . CONTRACTOR TO POTHOLE AND VERIFY LOCATION, ELEVATION, AND SIZE OF EXISTING WATER MAIN. FOOTING FTC JLR DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF 2. CONSTRUCT NEW 8" ZINC-COATED D.I. MAIN IN POLYETHYLENE ENCASEMENT (PER TVWD 2018 WATER SURFACE ELEVATION WSE TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. STANDARDS). INSTALL 2" CARVS AT ALL INTERMEDIATE HIGH POINTS (PER TVWD DET 405). GROWING MEDIUM GM 15. COORDINATE WITH TUALATIN VALLEY WATER DISTRICT (TVWD) FOR PROVISION OF NEW DOMESTICBOTTOM BOT WATER METER FOR BOTH BUILDINGS. CONTRACTOR TO INSTALL ABOVE GRADE REDUCED PRESSURE .3. CONTRACTOR TO FLUSH, DISINFECT, AND TEST NEW 8" MAIN PRIOR TO CONNECTION TO EXISTING BACKFLOW PREVENTER (RPBFP) ADJACENT TO DOMESTIC WATER METER. RPBFP TO BE INSTALLED MAIN. COORDINATE WITH TVWD FOR INSPECTION AND TESTING. GENERAL GRADING NOTES GGN IN A CITY OF TIGARD AND TVWD APPROVED HEATED ENCLOSURE. PLACE 4"-THICK CONCRETE 4. UPON APPROVAL OF TESTING BY TVWD, COORDINATE WITH TVWD FOR SHUTDOWN OF EXISTING GENERAL UTILITY NOTES GUN PAD ON 2" OF 1"-0" COMPACTED CRUSHED AGGREGATE. PAD TO EXTEND MINIMUM OF 12" MAIN. TVWD INSPECTOR WILL PROVIDE NOTICE TO EFFECTED CUSTOMERS. REDUCED PRESSURE BACKFLOW PREVENTER RPBFP BEYOND ALL SIDES OF ENCLOSURE. CONTRACTOR TO INSTALL 2-INCH SERVICE PIPE FROM METER 5. CONTRACTOR TO PROVIDE WRITTEN SEQUENCE SHUTDOWN PLAN TO TVWD WITHIN A MINIMUM TWO TUALATIN VALLEY WATER DISTRICT TVWD TO MAIN BUILDING RISER ROOM. CONTRACTOR TO INSTALL 1 -INCH SERVICE PIPE TO EAST WEEK NOTIFICATION PRIOR TO SHUTDOWN OF EXISTING MAIN. CONTRACTOR IS LIMITED TO 4-HOUR BUILDING RISER ROOM. SIZE OF DOMESTIC SERVICES, CAPACITIES OF METER, BUILDING DOMESTIC SHUTDOWNS(S), TUESDAY THROUGH THURSDAY. 720 NE Grand Ave. WATER DEMAND AND SIZE OF PIPING TO BUILDINGS IS ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING DESIGNER PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. CONTRACTOR 6. CONTRACTOR TO PROVIDE WRITTEN DE-WATERING PLAN FOR EXISTING PIPE AND TRENCH. EFFORT Portland, Oregon 97232 TO DETERMINE REQUIRED BACKFLOW PREVENTER TYPES PRIOR TO CONSTRUCTION OR ORDERING SHALL BE MADE TO NOT ALLOW WATER FROM DITCH TO ENTER PIPING. PROVIDE ADEQUATE SUMP MATERIALS; COORDINATE WITH BUILDING PLUMBING DESIGNER. CONTRACTOR TO DETERMINE IF AND PUMPS AT CONNECTION POINTS. IT SHALL BE AT TVWD'S SOLE DISCRETION TO ALLOW REMOTE METER READER IS REQUIRED AND PROVIDE AS DIRECTED BY TVWD. IRRIGATION CONNECTION TO WATER SYSTEM. CONNECTION IS TO BE DOWNSTREAM OF MAIN BUILDING WATER METER AND TO BE OF TVWD Project: 7 APPROVED TYPE. SEE LANDSCAPE PLANS FOR DISCUSSION OF IRRIGATION BACKFLOW PREVENTER . CAP AND/OR PLUG SECTIONS OF EXISTING MAIN AT BOTH ENDS OF ABANDONMENT, COORDINATE AND CONTINUATION TO IRRIGATION SYSTEM. NO CONNECTIONS MAY OCCUR BETWEEN DOMESTIC INSPECTION WITH TVWD. PIPE AND FITTINGS SHALL BE SWABBED AND A VISUAL PRESSURE TEST New Building METER AND BACKFLOW PREVENTERS INSIDE BUILDINGS. WILL BE CONDUCTED. 16. EXISTING WATER METERS TO BE REMOVED BY TVWD. CONTRACTOR TO COORDINATE WITH DISTRICT 8. UPON ACCEPTANCE, COORDINATE WITH TVWD TO PUT MAIN IN SERVICE AND TO FLUSH MAIN. FOR SCHEDULING THIS WORK. TVWD TO TAKE WATER QUALITY SAMPLE. 17. SIZE OF DCDA IS ASSUMED AND TO BE CONFIRMED BY CONTRACTOR IN CONSULTATION WITH 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING PASSING WATER QUALITY SAMPLES. BUILDING FIRE SYSTEM DESIGNER. ANY EFFORTS BEYOND SAMPLING BY TVWD SHALL BE BILLED TO THE CONTRACTOR ON A TIME AND MATERIALS BASIS AT TVWD DISCRETION. 18. INSTALL AUTOMATIC DRAIN VALVE IN VAULT AT LOW POINT OF FDC LINE. PROVIDE DRAINAGE FROM VAULT TO CITY OF TIGARD APPROVED LOCATION. SIZE OF FDC PIPE IS ASSUMED AND TO BE CONFIRMED BY BUILDING FIRE SYSTEM DESIGNER. FDC TO CONFORM TO REQUIREMENTS OF TUALATIN VALLEY FIRE AND RESCUE (TNF&R) 10125 SW Washington Sq. Rd. 19. SITE HYDRANTS TO CONFORM TO REQUIREMENTS OF TVWD AND TVF&R. SITE HYDRANTS TO BE Portland, Oregon 97223 PAINTED RED, IN CONFORMANCE TO TVF&R STANDARDS. FIRE HYDRANT LOCATIONS SHALL BE IDENTIFIED BY THE INSTALLATION OF BLUE REFLECTIVE MARKERS. THE MARKERS SHALL BE LOCATED ADJACENT AND THE SIDE OF THE CENTERLINE OF THE ACCESS ROADWAY THAT THE FIRE Sheet Title: HYDRANT IS LOCATED ON. MARKER MATERIAL TO CONFORM TO THE REQUIREMENTS OF TVF&R. CONTRACTOR TO PROVIDE CONCRETE-FILLED 8 INCH DIAMETER STEEL PIPE BOLLARDS WHERE HYDRANTS ARE SUBJECT TO IMPACT BY MOTOR VEHICLES. COORDINATE WITH TVF&R INSPECTORS General Notes TO FINALIZE LOCATIONS. PROVIDE MINIMUM OF 3 FT. CLEAR AROUND HYDRANTS. CONNECTIONS TO EXISTING PUBLIC WATER MAINS TO CONFORM TO TVWD REQUIREMENTS. ABANDON EXISTING PUBLIC WATER LINES ON SITE AS DIRECTED BY TVWD. & Legend 20. BUILDING SANITARY PIPE SIZES ARE ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING DESIGNER BASED ON THEIR CALCULATION OF DESIGN FIXTURE DISCHARGE. SEE BUILDING PLUMBING PLANS FOR SANITARY CONTINUATION WITHIN BUILDINGS. 21 . CORE EXISTING STORM MANHOLES AS REQUIRED FOR CONNECTIONS OF NEW PIPE(S). REVISE CHANNELS AS REQUIRED. RAISE MANHOLES UTILIZING PRECAST COMPONENTS AS REQUIRED. ROTATE CONES AND RELOCATE STEPS TO CONFORM TO NEW PIPE LOCATIONS. FILL EXISTING PENETRATIONS CAUSED BY PIPE REMOVAL WITH NON SHRINK GROUT. 22. REMOVE EXISTING MANHOLES AND PIPE WITHIN BUILDING FOOTPRINT. FIVE FEET BEYOND BUILDING FOOTPRINT, MANHOLES MAY BE FILLED WITH COMPACTED AGGREGATE TO 4 FT. BELOW FINISHED TRADE. ABOVE THIS ELEVATION, REMOVE MANHOLE COMPONENTS. PIPE FIVE FEET BEYOND BUILDING FOOTPRINT TO BE ABANDONED MAY BE REMOVED OR GROUTED FULL. Revisions: 23. PROVIDE FOUNDATION DRAINAGE CONFORMING TO RECOMMENDATIONS IN PROJECT GEOTECHNICAL 1. 11 May 2018 ANALYSIS BY GEODESIGN, INC. PROVIDE BACKFLOW VALVE AT CONNECTIONS TO STORM LINE. TVWD Comments Rev. VALVE TO BE INSTALLED IN A VAULT OF SUFFICIENT SIZE TO ALLOW MAINTENANCE ACCESS TO VALVE. 2. 25 May 2018 24. PUBLIC SITE SANITARY SEWER LATERAL WITHIN GREENBURG ROAD RIGHT OF WAY TO BE Plan Check Response INSTALLED BY CONVENTIONAL EXCAVATION AND TRENCHING. CORE EXISTING PUBLIC SANITARY 3. 15 June 2018 MANHOLE AS REQUIRED FOR CONNECTION OF NEW LATERAL. REVISE CHANNEL AS REQUIRED. TVFR Comments PLUG EXISTING PIPE WITHIN RIGHT OF WAY WITH GROUT AND FILL EXISTING MANHOLE PENETRATION. INSTALL CLEANOUT AT RIGHT OF WAY. SEPARATE PERMIT REQUIRED FOR WORK WITHIN RIGHT OF WAY. 25. CONNECT EXISTING SANITARY LATERAL FROM RESTAURANT BUILDING TO NORTH. SEE GENERAL UTILITY NOTE 8. 26. COALESCING PLATE OIL-WATER SEPARATOR CONFIGURATION, TYPE, AND SIZE IS ASSUMED. THE CONTRACTOR'S PLUMBING SYSTEM DESIGNER TO CONFIRM SEPARATOR TYPE, SIZE, AND CAPACITY BASED ON THEIR DESIGN OF BUILDING FLOWS AND PROVIDE FINAL INFORMATION FOR MILDREN DESIGN GROUP P.C., 2018 CONSTRUCTION. ALL RIGHTS RESERVED V 27. EXISTING SANITARY SEWER LATERAL ON SITE TO BE REMOVED OR ABANDONED IN PLACE AND THESE DRAWINGS ARE THE PROPERTY OF GROUTED FULL. E MILDREN BE USED GOR REPRODUCED INROUP, P.C., AND R ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN 28. CAP (E) TVWD 8" PUBLIC WATER MAIN AT PROPERTY LINE & REMOVE OR ABANDON PIPE TO PERMISSION OF MILDREN DESIGN GROUP, P.C. EAST. CONTRACTOR TO ABANDON 8" WATERLINE BY PULLING (E) VALVE & PLUGGING TEE. CAP ABANDONED PIPE WHEREVER PIPE IS TO REMAIN TO THE EAST. COORDINATE SHUTDOWN WITH Date: 01 May 2018 TVWD, Drawn by: Checked by: 29. APPROVED FIREFIGHTING WATER SUPPLY SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DELIVERY OR STORAGE OF COMBUSTIBLE MATERIAL ON SITE. COORDINATE WITH TUALATIN VALLEY FIRE & RESCUE. TMR Job Number: 17260 Sheet Permit Submittal - May 2018 CO i I 0 / \ m \ NOTES: / / U' \ • TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY WH PACIFIC, DATED APRIL 2017. // / / • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE WASHINGTON COUNTY VERTICAL DATUM. / / \ \ • EASEMENTS DEPICTED FROM DOC. NO. 97-108989 ARE TO THE BEST OF OUR ABILITY DUE MILDREN DESIGN GROUP, P.C. / EXISTING / r \ TO POOR DOCUMENT QUALITY AND DISTANCE TO INITIAL POINT OF DESCRIPTIONS. ARCHITECTURE - SPACE PLANNING I `, BANKB�ILD NG F RICA } \ \\ _ 7650 S.W. 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N _ � � 1j cp '\ ` � \�� - � �_ X18 q , . - � � - \ � GAS ~� \ / / 'l / f/ff 2. 25 May 2018 `� _ 6- \ _� _ - - - - 1g - - \ -.18 184 _ \ Plan Check Response � 3 - � � I - 13.� ffIidt__ x117_ _ ` ` 1 - 1 � 7 0 --� ' -18Z� fl ` 82 \ L r � _/4/ / I , I 3. 15 June 2418 W - - 1 - _ H •- _ / / TVFR Comments ---._ 17 � � _ Bj — �_ — \ \ Y 1 SEH 'DWT +. / / / / / / 8 • i _ 18�_- - �� --- 1 .ITCH _ ! / I / l / - _ , 1 - 83 -- Ill / l I - - �^ _ � 119 _ \` � - -� -- -- / / / / / 79 / —179- - `A��--:17:711 v - —/ 1 — — — - — _ — . DITCH -� 0 DITC 18S_ 1 ( / / / f / �180�— - -� �� - - ,� 40_ - - - \ � - ,184 I 1 1 ( / // / r` \ 1 - y % �$O 183_ 1 1 I 1 / MILDRLL EN TSSRESERVEDIGN PVP.C., 2018 - X79 _ , � } - - 1 1 - - - - - - - - - - w -180 a o - - - ) f ) THESE DRAWINGS ARE THE PROPERTY OF -` _ - _ _ _ -181- -- -/82- /// /7///! /! NOT I BEDESIGN GRGROUP. P.C., AND REPRODUCED NARE ANY - \ 182- - �, �~yy / / / MANNER, EXCEPT WITH THE PRIOR WRITTEN '�^ -` N ---_,/ - - \ - -183- - --- - .- - �_ . -._ 1 /////// // PERMISSION OF MILDREN DESIGN GROUP, P.C. �� - -- - 184- _ --_ _ - -._ --' T- 1 _ ,- ��r /r / Date: 01 May 2018 - - - _ �- --1851 - � -- - -� - --. - - � � � // / OR HINl, ~ ^ - - - �� - 186 - ~� -'' /i_ / Drawn by: Checked by: 217 - _- - - -187- - - - ` 189- -_ - --� r — — 190- - ;� TMR Job Number: 17260 Elli) SCALE: 1" = 20' 6m1MMIMMill Sheet o 10 Za ao Permit Submittal - May 2018 C1 . 1 7, , ...) ---,.. _. 71"1,....._. _. 4 - ,., 7/ z - , 7 / - ... EXISTING : , MILDREN DESIGN GROUP, P.C. / BANK OF AMERICA tk ARCHITECTURE • SPACE PLANNING BUILDING I \ \ 7650 S.W. Beveland, Suite 120 1 / ` �/ I Tigard, Oregon 97223-8692 // // I 198.85(E) _ • Voice: 503-244-0552 / / MATCH , . \ Fax: 503-244-0417 1 198.40G(E) 1 ♦ MATCH �, \ //////////////////////7 , 199.20TC ` �_ _ 1M K I , 198.70G(E) i`9 / 199.30TC(E) ♦ m MATCH0. 198.90G(E) \ MATCH T.M. RIPPEYcn 199.25BWALK /o \` ` • ON - -' � ` � CONSULTING ENGINEERS 199.46TC '- • G 199.40TC(E) - � \ 7650 SW Beveland, Suite 100 198.96G(E) I ( 198.900(E) // { )MATCH \ -\ MATCH0; riwo Alpi • • , 97223 (E) STM CB - ,� %11\. ... ` Phone: (50 03) 443 3900 RIM 198.55 199.53-TC ` /�! ♦ ♦ ` Fax: (503) 443-3700 199.030(E) \T ` MATCH ` 199.40T ♦ PR' 198.95G(E)199. D O 200.77TC 199.1656 5TC \ .. il 0.45' CURB ` ` c%cr. FF 198.75TC 200.210 200.69TC 198.90TC�G .,•., MATCH ` A, V +G1NEg /-15- . 198.256 MATCH (E?, CB 199.71TC MATCH ( ) ' 199.30 \ �'qS - 15504 �' y 72" SD MHRIM 200.15 200.156 200.99TC(E) 200.24TC(E) 199.216 ❖. A/jN , MATCH (E) -'n 200.480(E) 199.700(E) MATCH (E) ~ _199- ♦ Tp RIM 198.05-MATCH FG '_, \____ ; 199.29TClE) •�• ` /� .i == _ _- �..�...-:1 �_ _ _ --_, 199 199.3OTC ' 198.790(E) SQ o N 198.50BW -...._,. 200 _ ' _ _ 200.50TC 199.7OTC • °0' _ I 198.800 - f ' MATCH • \ RD G( �94 �1D ,� y zs, G END WALLIUU \r -"'� A 200 2OO X"- -/ 200.00G ,. _ -199.206 i Jr V ♦ ` 4RL KORO 198.50 I f \ /N - - i 199.25TC - y 200.15TC A 199.50TC 199.30TC / , - \ EXPIRES: 6/30/19 TRASH ENCLOSURE ' I �� 198.75G 199 n rt .650 1 X99 199.006 198.806 jkiir 198.75TC/G •- _ ♦ i ' 199.60TC ) D SD +SDS .,'\`''' � FZN. 198.50TC f �, 198.55TC/G A 198.00G 199 199.10G 200 ___200-- - - -- - _- - _ __ 72 STM MH 198.65TC/6 :0:- V 1 - 1f RIM 198.60-MATCH FG I 198.45TC/G / ` I' 1g�-- • ♦ ♦ Client: 198.75TW 195,,E •f 198 199.00 200.00 -_ -- --- -- 200.50 N. 200.00 - -_. - 199.10 1 --- 198.25 ",,' , 197.00BW I ` �_ 198 / i 19$.7DTW , 1 t, ' CII y 198.75TC / 197.55G ''` I� / 1977.650 JLR 198.20BW/G 1 I / 4� I / _198.256 0.40' CURB •,i0.40' • END WALL 1 l� I! Ili 1 Uflli II I - y 1 J -19B 1-- 1 I� - -...s CURB f !! �I 199.00 _ Oh 197.45 ` 197.55 1 ! 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Rd. 1 / . ._ --I- - TC/G irk TC/G - , „ '' 194 \ Portland, Oregon 97223 `�194� _ - - - - �- ' ,� '� i �'� 192.95TC/G l _-\ '' ♦ 192.85TC .. I I t� �' I 191.65TC � , �� 192.356 ---- --)91"--.\._12.85TC/G 1 1 193 - 191.75{ is` ,s m 1ii ,�� I Sheet Title: i l ti 193.60TC - � ` 1 „ i_ � - �. _ � 1 ,� � , �� 193.10TC 192 � . , 1 l l 1 \ 193.106 t .«.. ��//• 192.90TC 192.606 192.05TC ` ~ :� 4 ,► 191.756 193 , rn PI 1 - I I / 191.65G 7 ...,, I NEN O 192.40G .g.yI 0.40' CURB ' IGrading Plan 1 rn 1 193 193.80TC ' N,:_ /�` 0.40' CURB ..❖:;� -• ff 1 f / 1 1 1 1 III - - 190.95TC g 1 191 65TC/G 143_ I r 193.306 j 191.55 / 1 North 190.456 ? TCG , 192.62(E), - - - 1 1f 193.50TC (kr - - - � - T - � '/ 190.90TC -,_114% 191.10TC- / - - - - - - \ _� 190.606 ,j MATCH 1 193.006 190.95TCI -� _,..:.i 1 1 �1 193.45TC 11 I 1 Y I 190.456 �\ 190.406 ., - � 190.60TC 192 � f i 1 0 192.950 I I "�-; /�i°C�- ` I-- 190.75TC 190.90TC y 190.15G 1 \ - /. 1 ,,, it '190.25G ' 190.406 J 1 "7- 0.45 CURB - - MATCHLENE=SEE SHEET C2.1 f 1 /l /I I x-192 ^ �� 190.45 190.05TC/G 190.85TC -- - _ - �.. F,. / / / 1 _ _ - - t �,. 190.70TC �� 190.356 \ _ _ _ � ♦ 191 z �1 1 / I 1 _ - 190.206 ��'� ♦190 a 190.20TC CB ` - - Q ' 1 / / 11 ` _ 4 190.60TC 1 190.60TC 190.10TC °•" 189.700 RIM 189.50 - - w 0 EXISTING 1-STORY ` f 3 - \ ` -192- - -- - -- BUILDING 1 I 3� f �. 190.106 19D.10G \189.606 ® / \ I ! / � - I\ 190.35TC Revisions: 190.70 V 190.45TC _ \ II ! I I -191. 19D.90 G'�� m r t� S:• • 189.956 -� r�' 190 �' ` 189.85G \ 191.00(E) • \ 1. 11 May 2018 � _ w� � 190.00T�' � � � O 190.45TC' - MATCH \ r 1 / 90' v�� 1 TVWD Comments Rev. l 1 1 I ., - -- r r - - - -- r ♦`� - �90 �, 189.506 ^;�►�� ` 189.956 i ' -- _ ` / 0 191.00TC 190.95 _� �\ 1 r �♦ CB �_ \� �, - _ 2. 25 May 2018 1 190.506 4/4 . q� 1 - dif Plan Check Res onse I " T M `�•' 1 i RIM 189.25 �•1 f � � � .� �e 190 � ��_. � � � � P ♦ l ��, 191.10TC � / . l 190.10BWALK ,/ ll x 190.60G \ i /� - - 4$ SD MH 3. 15 June 2018 CB 190.95 • 19D.00TC_ R 48" SD MH RIM 189.65-MATCH FG ) TVFR Comments RIM 190.00 1 � •. /�� 189.506 % � S � �,'� RIM 190.25-MATCH FG � _ � ! I . ` _______4'' A, 191 �D • , S,O / �� 190.35TC `��0 19D.2D(E) - #41741, / ik �� ,. 192.09TC E) - FFE 190.50 +-� ♦ 189.856 \�: MATCH 198.00TW 89_ (SERVICE AREA)%Y _ --- -- _ ♦ 190.65TC L� x �., 191.67G(�) _ I; r Apia. 140 256WALK \ , 190.15(E) BW TO 72 SD MH _ 190.156 .� 189. k MATCH >> - -- - - - 191.00TC \ SAWCUT CB lilt 192.07 MATCH RIM 190.30-MATCH FG \1( r.�'� I ` 1 190.7DTC189.65TC/G + 190.65TC TC/G(E) E FG _ RIM 189.25 { )• - I �" 190.20G 1 - ;� \ 190.506 %�;, �f, LINE 190.156 192.07 189.50TW FFE 1 Aye /2 '. 7 ` 189.55TC/G //J • � o, -f 1 4 1\ i r; �`�, TCG E - - - ' - 190.950 /4./. - �.� ` � / ( ) 189.00BW ♦ ! , S � 191 .00 � N. I \ / � 1 . D x 19D.30(E) i_i.„,.,... ENR WALL 411Tri SS o f 190,00 190.50TC �` MATCH \ 192.01 ALL TDSSRESERVED IGN P P.c., 2ote -_ � � 9 TC /G(E) I 9� h `�, 190.006 \ i - -- 190.65 4. 19D.65 190.40 i \ 190 x ► 1$9.50TW X \ M-1" ` 190.8DTC THESE DRAWINGS ARE THE PROPERTY CIF MILDREJ DESIGN GROUP, P.C:., AND ARE 1$$.5OBW-WEST 1 = 1 Ij 1190.95TC/G S--- . TC/G 190.65 y CB \ 190 •, 190.306 } - NOT TO BE USED oR REPRODUt FD [N ANY 1 \- ._ _744p. \\ ♦ / 190.15 / RIM 189.50 k 190.47(E) 191.9$TC(EN MANNER, EXCEPT WITH THE PRIOR WRITTEN \ / �� TC/G �� ! -� �\ \ MATCH 191.42G(E) -_- PERMISSION OF MILDREN DESIGN GROUP, P.C. 1 a 1 / • 190.40 k� �� l: -_ 0I I / ♦ 190.95 ' 190.90 \ \ AWN 1 1 / ♦ \ � TCG ,• \` \ \ �,. / / \ - _ Date: 01 May 2018 E SD MHii - i...- �` �\ .i ` 190.80TC I 191.25TC �`, �� ) 88 / 190.306411‘; • , 190.80TC \ ` \ 19$.00TW Drawn by: Checked by: 1 191.00TC Q / 190.306 I BW TO RAISE RIM TO EL. 1 ' -, 41„,,...,....no.9/5/p111114-16.--,w40411:10 ..... --,,--,�i190.756191.00-3" ABOVE FG 1 1I /- 190.506 1 I ��,�`/" 190.65 \ 1� 91 40TC(E)` r`97-.- 190.92G(E) MATCH FG AS KJK �- 88. 1 190 `�89 __ _ � ` .� r-.1 1 1 �_ 1111►��III `- �, T G _/ \� \ CB - M ATCH11 ` 190.95 190.95S kRIM 189.90 - ---------=--:.. TMR Job Number: 17260 1 190.95 S 190.90`= 1i 190.50 19D.30NS .,,,,4. .%). F �' 11111111111 a___.__I I 1 S - -1 _ - ♦�! \ 190.65/ / ''' .„ , TC/G 190.50 19O.7OTC \ �. `� / Sheet 188.50TW / 87- "~ _ 1 N ,� ,\ TCG ' ��. l 1g (I) SCALE: 1 = 20' 187.00BW-WEST . --/ 190.45 1 ♦® �; � / , 190.3D \ 190.206 = 1 7 / ' 4\ _x ` TC/G 0 10 20 40 1 190.45 \ \ \ 1�/ �� 190.50 SS 190.40TC 0 %\ . 1 ` a �t � `. 190.50 1$9.906 • - � �I \ .. 19D.55 / x / \ ,� n / Permit Submittal May 2018 C2 1 193.OaG �\ I VV•N-0v . �/ 190.9aTC 190.6DG ' TC/G INJMATCH l ✓ I I �, r 190.95TC \ 190.406 ' L 193.45TC \ F , l l f ` o 190.45G fr 190.60TC 192 c9 192.95G / j ,` /�� _ 190.75TC 190.90TC 190.15G ! { ,J �i - -\ 190.256 190.40G - 0.45' CURB _ MATCHLINE - SEE SHEET CZ1 Z > '‹ �` 11 11 / *x`192 _ « ' �'�190.45 \ 190.0510/6 MIi DR1=N DES!GpRNspicoilitrpLAUNNINP,GP.C. 1 / i - - - - - - r - - - _ - - - _ �I\ 1�. 19D.70TC .!.1.__ -191_ � , 4,, 190.35G - r ARG 1TEC'TURE G I i / 190.20G ''A ' '�19C �:�: M 190.20TC\CB �` - --- _ ¢ 7650 S.W. Beveland, Suite 120 1 1 _ - _ \ I - �::;; 189.706 RIM 189.50 I - - - -- - EXISTING 1-STORY 190.60TC 190.10TC BUILDING Tigard, Oregon 97223-8692 'r / / �� .w 190.106 190.106 \1$9.606 ` - - 192- -- - - -- Voice: 503-244-0552 f , z 190.70 �` n r-1 I�,I,al� #� 190.45TC v I` - -- _ 190.35TC / 1 �i 91 �� m ! ��• •. 189.956 AIy 1gD 189.85G ` 191.00(E) Fax: 503-244-0417 o I 190.90 M 190.00TC \.. �- MATCHi ,a lti I ° -- - - - _ ___. 189.50G _• % 189.956 i - _ 0 191.ROTC 190.95 EZ*-0190 _ 4** r 190.506 1 i1 �' 1 1 RIM 189.25 I �� \ // t f .. �o 190 ��. 1M K CB 0.14 190.1aBWALK2 k i 48 5D MH WitO' • .95 190.00TC _ ► \ 48" SD MH RIM 189.65-MATCH FG rrRIM 90.00 1 E 189.50G . --- ;`\ \ '`� RIM 190.25-MATCH F - - 1 .M. RIPPEY .r :11.99:10:6100TGC G; G ./ \191 192,09TC(E) 1 ft190 . , so 190.35TC �._e ` 190.20(E) _ CONSULTING ENGINEERS FFE 190.50 . r 1--- - __ ..' 189.856 MATCH \ 191 .676E 198.O0TW I �8g, _ SERVICE AREA - _ - - •�' 190.65TC _ _ �'� 190.258WALK 190.15(61, SW TO S { ) 4 •=. 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'�" * `� - TCG 19a.7O(E) �� 720 NE Grand Ave. /� 190.956 !. l / / i MATCH 187.501 N ice\ 190.5OTC �` 190.300 191.35TC ° ° /� I /� - / L. 7 / - _ 191.15 ■' Portland, Oregon 97232 185.00BW-WEST 190.QOG \ 190.856 �� 190.95 / / \\ i / / `� ' ;,�,i1 - 1} 190.90 ./ i 0G • F / \\ / �`r - - 196.25TW \ 190.35TC i �� FFE 191 .007 `1 *tap� ■J190.95. D1 189.856 `... ` / j" i .. \ B8191.50TC , `JS, 185.50TW /_,N I �•.• -. 185.00BW c� \ • • 191.006 4, 191.20 •�• Protect: .::: • / / 190.95 l \ S 1 �� •il / 4 I I I r�+ ? 191.15TC �� I . 190.75 END WALL _ , a. , riff i+�0 / ` I 190.656 /Pi' I�� r1 • .``,� 1 .r�� ail -•` ' I - S� New Building - � 191.45TC / / ,, 190.95 �. CO11 190 ••� ir A _.. Ai/t 1114011.... ►' �� \_ ` �` - - �� ` D441/4\1/4: 190.95G / / J 1 w ISA N - ,'�� 190.73 ` - - � \ CB � ,� 189 S 191.OTC / . f f RIM 189.00 �-�iA 188 _ �`j-1 1 - �j�■ �� j� 190.95 �. 1 \ // \ 191.15 �'' \ \� `!�+ 190.5x6 /ii / ��' '� � - - ft •,..- � S * -- 7416...10- , . �' ABANDON/REMOVE 1 1Iri �N*` �� = 185. D\ SS , . 7,,/,/,,,,/,/,,, (E) SAN MH 190.75 / 0 1 `� ` vi . 189.99GC F P ` ` `` 187.50TW 191.DOTC \ _ -\ 190.75 / 1191 .25 ^ , �/ MATCH (E) / 1 \� • �� ` • 185.DQBW 19D.50G .' \\ 04189.45 a8 1 � 10125 SW Washington Sq. Rd. ti \ 190 6OTC �/ '� 1'1'� , � �� \��-, \ �- + X87 � !,, 190.50 �� r � � � �� - /SND •�� X18 �` -1:5>-0 `` 186_ .r4 lU \ F� 190.1 OG ��/� Portland, Oregon 97223 �\ ¢ �� X89 19Q.5QTC \ �. = 7€,ZSS r ti 91.07 VEGETATED - 177 \185.50TW \ S ' c ~ CB � 8 � 190.ODG SD` S! ` ,% / - �� 1.15 ��'� FLOW-THROUGHRIM 188.75 - �� 185.0013W ` ` \ , J; i 190 �� Sp �� RAIN GARDEN -�'Q END WALL , ;/, 190.70TC 190.25 / Tr - \ i _187 \ ,I'y `� Sheet Title: L4�i \'\' \\ ` \8?-- `.- y 190 6 �1 \ N; 190.50 0 - :� 19a.75TC1 1 �� 190.89TC N - � - -176- -- 1 , -, - . - X181 �� - ``CB 1`` \ � _ ' •t Y - 190.95 ' i 190.25625 190.356 MODULAR BLOCK RETAINING /8 �� \ RIM 189.75 \ >>��► 189 / MATCH (E) Grad1ng Plan WALL. SEE GGN 12. o �� \ �, ,8' >�a►RNUkat>��',4. ` / i:.- �� , SS STM MH >>v>��.>.>•.>�rw. F� \ = 1 190.30 190.75 i' PUBLICN ls- ,, ,N,- N =.. '' mIt �'-'• •5-MATCH FG `` r = s 189 . 51DEWALK \\ -.185.50TW � ��:. :i' N i.:"� t o L 190.5aTC 191.00TC 'rg EASEMENT ,louth • 190.00G \ \ CE) VEGETATED 185.00BW \ Ow �'` '� ` 190 186 -- .-SD 190.506 _ •1,. 192.00 ` ` CORRIDOR BOUNDARY END WALL`\ =' 19Q.80 A L `.` �/�� /' 188.00TC c8 a' �� DELINEATED (F1 ,� .i>j -,- - ��•'rr.� • \ S •190.25 ; 187.50G 188 ` 7 ��6 / �,�� 191 .75BWA K - I \ S / . . :� . 96.25TW WETLAND BOUNDARY \ � 1�,�� 191.00TC e ` 1 • Q N Ili . �� 190.506 '..; ° 1 ' 189.50TC 1 W■ 191.50BW N 25.0' OFFSET FROM Cq�`� �` - '� 41�>>� - 189.006 \:+/ S� 189.80TC 150 j 1 �!►r191.•8BWA K \ WETLAND BOUNDARY tin -: \ - - �b1 DLII 190.40TC ,') -N *r' 4; 189.30G 190.25TC W � era*" 178. 96 SD FLOW CONTROL MH �� • CB 188 189.756 191.80TC- VEGETATED CORRIDOR RIM 190.25-3" ABOVE FG -�~ z. �•�`�, 189.906 �,:; �,� -'=• 8 \ RIM 187.00 � 1. 191.206 pMITIGATION AREA c. - - ` _ -� - . , . ' �" ` MATCH (E) ct- '. -185 /8j - 83 F> fI \ _ - _ _ / 188.20TC - VI ct � 176- --_ � - � � - - � - .. 196.75TW 187.706 N , ►' J Revisions: \ 1 - �� _ 1-a 1: , - ' 187.506 -k�Q 1 -Tri......-442/0/..- ..4.._/ \ �/ / 191.356W co �� Cq0 - - - - - �� c-' �8 188.50TC ,f cu 1. 11 May 2018 - � - �/ '` 1 S 1 .. / �•: 196.75TW Y �A !j „ _cu ; `a 18$.006 W 6� 72 STM MH ` 188.50TW `��"�r��f�• l�_ c - �' .\ ✓' I / ' f 190.oaBW TVWD Comments Rev. - _ RIM 190.00 � � � � - 5� - _- ` �_ ; 180.00BW ' CA � - - ~18 \ r7', � ,� /i 192.30TC 3 2. 25 May 2018 `- -8x11 PEAK DIVERSION 181.00TW 3" ABOVE FG -.11116'''-'''111111114‘. �� ----7.- ` - 7 J 1".'''''' ll'''' - 191.806 - --------_--47.8f; \\ �1 CB y �g3 184 _ •ti _ / / Plan Check Response STORMFILTER VAULT 180.00BW 1OOTW - - �- 1 r 82,, J MATCH (E) - RIM 190.75 END WALL 7 782 ..~ __ / RIM 187.00 _ / , 3. 15 June 2018 - • - 1 .a0BW :._ 7 - _ _ - - -- - - - --. -- v �h . ,..:_ / 192.37BWALK W - _ TVFR Comments ..--- - -778, - N END WALL \ 1 . ' _ '� _ - - - - - / I / MATCH (E) I 8 - - - _ 48" SD MH .� -� �, J -18 14, _ _ '�.' I / ' END SIDEWALK 1 - - _ ^ RIM 1$3.75-3" ABOVE FG =� - - �� / i /)___/ ; f / , y9 CONSTRUCTION - � , ------- 9-11,_,, ,_"-----:_----±=18_0______R481; y - - - ' _ �( �' i 197.25TW 179 `- _ 48 ACCESS SD MH - - ~ - � RIM 189.8Q-MATCH FG - \ - _ - - 1-t---__:- 0 85� / / �--186` -` MODULAR BLOCK / # --• , ii___ --- - _ - - ( 1f////'/ 197.75TW / 84 ETAININGL. 1 EE GGN � ,�,� � I I I I MILDREN DESIGN GROUP P.C., 2018 y� . 1 1 189.5OBW ALL RIGHTS RESERVED 1 - - -�� _��_ - (El VEGETATED �179V --- • / ti I - _ - I I / - - - CORRIDOR _ 1 ' \\S? °O VEGETATED CORRIDOR / / J j / ` THESE DRAWINGS ARE THE PROPERTY OF �� S1- --_ \ r18Z� / / r (E) STM MH MILDREN DESIGN GROUP, P.C., AND ARE BOUNDARY - -\_ ii MITIGATION AREA r r / / / NOT TO BE USED OR REPRODUCED IN ANY 182- _ RIM 193.70 / MANNER, EXCEPT WITH THE PRIOR WRITTEN ` / _ _ ` __ 183 - , ` _W � _ J // // // / / PERMISSION OF MILDREN DESIGN GROUP, P.C. -T -----=----. � A- 184- - � � - - � - _ - - - / //�//////// __ _ _ -185-� -_,- ,� �� -��_ � _ - _ , / ///� Date: 01 May 2018 - - _ - \ -~ --- L --,/ ._•-(E) VEGETATED R - v� /%1 Drawn by: Checked by: 6,i/v,. _ -- - _ _�-186- - - � - CORRIDOR BOUNDARY . /� 277 (E) -187 - - _.~ - - ��---7- DELINEATED 1 A5 K.1K WETLAND BOUNDARY - - - 188- ` `_ `-� ~ ` _-� ~ 7 - - 189 _ ~ - TMR Job Number: 17260 � -- 190- � 0 Ele SCALE: 111 = 20' 61111.1 Sheet 0 10 20 40 Permit Submittal - May 2018 C2. 1 . -,...„,,, / / 71'/..... . 0 0 .... , ......„. , 0 0 --...,,,.. / EXISTING � � � � � M1LDREN DESIGN GROUP, P.C. // BANK OF AMERICA .1.1:'.:1\.__:__,1.111.11:141 \ ��` \ ARCHITECTURE • SPACE PLANNING </ BUILDING 0 I 1 i� \ 7650 S.W. Beveland, Suite 120 0 I / Tigard, Oregon 97223-8692 f / // I1 4 \ Voice: 503-244-0552 ,� / 1 �� - Fax: 503-244-0417 /////////////////////// - _ �._ - 1M K1 I -117_,L92\,. 8� . T.M. RIPPEY \- CONSULTING ENGINEERS 7, f - 1gg- • /:411Irl- ` \ 7650 SW Beveland, Suite 100 at: ---- ---C): \ Tigard, Oregon 97223 (E) STM CB { \\ . I \ ` \ Phone: (503) 443-3900 RIM 198.55 \ , \ , \ Fax: (503)443-3700 - N. 4 RIM 200.15 ,;,i `:i \ �c p PROFFs� 24" SD IE 198.15 \ > c, o 1 N.I. / 1.75% 6" OUTLET „ \ Sw Gygs ��15504 �� 72" SD MH 45 LF ® 1.______47s0 MIN. 24 SD 1.75% J ' ` ` ,414/ \ , -,p- RIM 198.05-MATCH FG 170 LF IE IN 185.90 24" E - - --- 199 Ci / SQ o• ; x�` zoo _ WR 0' .. 1 �H ;� f ' 0000,.\,. . ` RD•Qo irlt Y 25•\g�Gsz. IE OUT 1$5.80 (24" S) x 20 'X X- - ` 7 n - - r 5l -- a' ISEE DETAIL 5/C4 �+ 200 j R_ _ ;' 1 C KORO1 /Igo- - - r .9_ r j 72" SD MH -\' " r - - \ EXPIRES: 6/30/19! /° � ! ,. � _-~ ` - - ` 199 RIM 199.00-MATCH FG �i ! I I S. SD _.__ ___ _- _ D SD TSD li IE IN 189.75 (21" N) _ -- 11 {// / ; 1 IE 186.70 1 199 6" SD PERF. 200 ' - -- `200- " __ `� - - _.- 6" SD PERF. T IE OUT 189.65 (24" W) - / { { l + SDCO - - - 1 - -- - SDCO SEE GUN 21 & DETAIL 5/C4. - ` t:;{ ! 1 { 195 II � -}g8 ` � 0% ® 0% � };;. �� 90 LF )Z,__ IE 188.50 75 LF IE 188.50 Client: ! I I 1 SDCO 1- ��.. \ , 7 ''�llil l \� -- _ _ TT{ I1 IE 188.50 •`y O� - 1i ! JL� { j { ! 1 �, IC� �, - , w - - 198 1 r •�::II ! f SDCO f ,� � 1 `' I { I _ _ 1 ' 197� I / IE 194.75 , 1 J - - �- - - - - _ � �1 ! I 197 sib- - -197- ~-_ ----) ! 1 .... I .1 \ RD IE 194.85-- - _ _ �.III \ ---: { 1 I ` - - _ _ - - __ - � - - RD I SDCO -,.f • IE 194.00 \ ' 720 NE Grand Ave. { ! ! P ei IE 193.40 { { I ' - I 6" SD ® 6.0% -"`. _ __, Portland, Oregon 97232 ! 10 LF ::•'' �a_<I . / ---_,, { { ( I 196 ~ _ _..- . _,. -19 f 6 SD ® 5.5% - -I } 55 LF -196I ! 1I : - - - - 1+c <i6 - Project: I ! 6" SD PERF. @ 0% FFE 190.50 6" SD PERF. I New Building ir ii { I + 100 LF (SERVICE AREA) 0% �, r -I - '�- ' / { ! 1 D5 LF -- 195 pirr { { ( A "" r � -- 195 - - ` 1 II - 0195 � _ o;:;:; I { / l ,rte - I- 195 r Il 1 { ` 11 195 _ 6" ,FD 4.2%` T I rI ! I 95 _i _____ /RD IE 194.00 SD =� 195 - r 1 ,. IE 190.40 ._ l I 4 6" SD ® 1% MIN. Ir i I I 10 LF \. - - --- 6" SD ® 21.5%,;; ' ' / 1 1 I S sr' �� 194_ 10 LF SAWCUT LINE ! 1 � _ 19 - - -- - --- - __ - - T---- 1 10125 SW Washington Sq. Rd. 1124 SD .r l - Mirk - ' g I 1.7% -194- SDCO `- - -., - ,;:.: 94 Portland, Oregon 97223 - r 1260 LF 1 \ ►/ 1E 188.50 ,_ _ .,-/ ,:: - y _'-� SDCO - 6.4-A_ - - i • SDCO / 1 / k� IE 188.25 ,� = - - - _ - I 1 " �-� �' �� SDCO - ' - iE 190.80 - I Sheet Title ! - - 193- 12 - IE 188 5a _ \ n 1 t.,,J RD IE 190.90 - ; _ Ii -1-1-- J ' „ ��. 1 u, I � � - / � � PERF. ;,'�� _ 193 I T�' i I 11 - _ 6" SD 0 1% MIN. a _ Stormwater Plan 1 193 ! ` __ 6" SD 0 0.5% / 60 LF r4'.9' ' - - 54 LF 10.. .,,,. � � � J�' 19 -' II1 - - _ _ _ i6" SD PERF. hifIl1Iri - - - - .. 3 - - - /P l North ! 1 � _-1._� -�. ® a% - r RD IE 189.00` _ a -192 - -- i -- - � - - _ ..- \ 100 LF i� ,. � c� r--4.�� { 1 { 1 , IIA I I I Y I.7 6 SD 1% MIN. { __r_E_1 L { { 1✓1 1 0 / 10 LF ��_ SD188.00 I 1 =-� ` - ` 192 • { ! ,{ \ 6" SD �, 4.7% / f / �� \-F -� __1 / I 1 `""`55 LF �--'" j �' ' L-71--,_.:-.1 --- \ MATCHLINE -SEE SHEET C3.1 1 1 { to 19 2 -� Are�� 1 - ' _ �,.. i 1 / / 1 ,' - - - - RD 1E 190.90 - - _ - - �� i Art 9144,------„„./ _ 1 I V �' INSTALL SD BACKFLOW �AP 191 ''• �` / „ 6 SD c 1% M1N. �-' X190 - - - a / I 6 SD / VALVE IN BOX \ - - EXISTING 1-STORY / /1 /1 D 4.7% IE 188.50 /0 .6" SD 0 0.5% . / \ ~ ' -192- - - - -� BUILDING I I / bQ .20 LF SDCO / SEE GUN 24. -- *� 40 LF - \ CR Revisions: . _ \ `- RIM 189.50 \ iE 188.20 �' 6" SD ® 1% o _' 1 ! / �, \I-F-191_____ c„ �`, _ \ ��'�► IE 187.00 _ ♦ 1. 11 May 2018 i SDCO 90- j_.. SDCO / 5 LF ^V SD {` `- - ♦ TVWD Comments Rev. { IE 187.25 r+ 1£ 188.50 ,�-- - - �..-_ _ _ SDCO fy IE 187.80 . . �,�\ 4 { .I4 I0 ` �` 0 6 SD �, / IE 188.45 �I ♦ -� \ - _ 2. 25 May 2018 6 SD @ 0.5% , _ ♦ 0 ® 2% i - { 25 LF 1 i D RD IE 188.50 I • J. 190 CB � 80 LF \f n / Plan Check Response _� fi" SD 1% MIN. 10 LF ,/T6 SD RIM 189.25 - •:�• -- - 3. 15 June 2018 . Y . x 48 SD MH CB I - RD It ® 0.5% _IE 187.60 ! �� \ \ \ % 48" SD MH RIM 189.65-MATCH FG TVFR Comments RIM 190.00 /6" IE 189.0D .•r ` 15 LF /- -- /- \�, S \ RIM 190.25-MATCH FGIE 187.50 SD ® 0.5% 0 IE IN 184.45 (6" SE) IE OUTLET '' 15 LF 1 6" SD @ . SD 6 SD SO 6 SD D.I. \ _ 1E IN 185.40 (6" NW) IE IN 179.80 (18" NW) 187.90 S -. . � . - -SD IE / FFE 190.50 1% MIN. áIVW* IE0 0 5 0 / �, i£ IN 180.25 (18" NE) IE OUT 179.80 (18" SW) " CSD 2.5% ,j . - ; 187.10 - 'FM - RD IE 188.50 (SERVICE AREA)N 10 LF ' 75 LF .� 35 LF - • ,^_ _ �/= - - - ® •� ;. \ \\ IE OUT 180.15 (18" SE) SEE DETAIL 5/C4 \. 72 SD MH „ x SD IE ��- 6 SD r 1% MIN. - - _ - ' 6 SD SDCO 9 \ SEE DETAIL 5 C4 -411111=1 RIM 190.30-MATCH FG .f.,\ 187.00 \ '; 1 it / 1 \ �` / SAWCUT CB \ 2 ,Q �./�, 1 0.5% r IE 187.40 - k - ' �\ LINE RIM 189.25 ♦ IE IN 181.35 (24' N) 0 x \ 1 �, 45 LF - • \\-, IE 186.75 6 SD ® 0.5% 169- - - - - - _._.. I iIE OUT 181.20 (24 SE)(E) +1._____________ _ 41p. - S 1 - \. ,� 1 F \ / RD �. � 0 6 OUTLET ♦ SEE GUN 21 & FFE 5 L �, .� SS SS o , x \ ` /...., MILDRFN DESIGN GROUP P.c., 2038 i IE 189.00 89_ . ® 1% MIN. ♦ ALL RIGHTS RESERVED DETAIL 5/C4. '. .i, SD IE % 191.00 6'• SD PERF. C D% 6" SD /41., ---iSDCOI \ �C�,, 190 ''-'' -'' '''•-..18"` _ - /92 186.95 140 LF IE 188.15Apripp 1 8 SD �YTHESE DRAWINGS ARE THE PROPERTY OF 1 1 0 5.6% i � _` 0.5% WR • B SD 190 SDCO \ Ml Des1cN GROUP, P.c., AND ARI (E) 24 STM - •� 15 LF /t �� \�\ 1� r - @ 0.5% \- ` �� IE 186.20 N. NOT TO BE USED OR REPRODUCED IN ANY 1 t 8 SD 0.5% 15 ,, .� .�. , 6D LF SDCO `RIM 189.50 �� / 1 �- •a _. --. �� +` 70 LF \ \ © 2.15%1 LF 0i _94_ ,;,... --- 30 LF - / �� i . '. \ J !E 187.10 ,`e' IE 187.00 \ �� PERMISSION o� suIILDREN DESIGN GROUP,MANNER, EXCEPT WITH THE PRIOR PC -.SD-FE- RD IE 188.54 _ ��'At. 414''''''''''-' " \`� 1---..-i-' 8 SD • \ AMIr 6 % '' SD IA Mir '�-- Date: 01 May 2018 (E) SD MH i ) 186.80 6 SD 1% MIN.. .� ' \\` ill' (D 0.5% 2% \- r , 55 LF 20 LF ,�,y 25 LF , 9 Drawn by: Checked by: RAfSE RIM TO EL 4 8 SD Q .< � \ 9 60 LF 191.00-3" ABOVE FG "" 1 I 0 0.5% �,, RD -� ' /= 4 k\ \ •\ r9�\ AS KJK 1 I 10 LF • �.Y.,•,��,,::. I� , I IE 189.00 r�� , '�� ` 8& ; 190 189 - \ ` 1 „ _ _ i RD IE 188.50 1 Ifie �� „x CB ` 1E 181.17 (24" NE) 6„ SD S.� Sr / SDCO - iE 180.95 (12" N) 4 I 1! SDCO IE / 6" SD 1% MIN. I ® 2 1% '� ``' �` IE 186.80 SS \k RIM 189.90 == \ / 1' TMR Job Number: 17260 •, I I 186.75 grin' ' �`� � \ { x / IE 187.40 IE 179.63 (24 S} f _ ! 40 LF �'�• �` \ „ \ , 8 LF ® D.5% :: ♦:_ 1 Sheet SEE GUN 2i. SDCO IE :7 3, IA ��\ ElD , 1 F 188.50 \ RD IE 188.50 ! %' ��a ' / , 35 LF SDCO ' 4 '• �J �9r SCALE: 1 2� 1 co 8„ SD I 6" SD 0 1% MIN. -- , f �=1 , ;` `� IE 185.60 S k\ 0 �a 20 40 SDCO IE ' e \, S O x " F II 1 8 SD \ �, n ,� , �_ Permit Submittal May 2018 C3 14- - vio - - - - - - -- - ,�' RD IE 189.04 // In -i92� \ , � - - - - - - - � / Li/ I1 I J I ✓ 100 LF ,1., I�1 ,�: .:,. = 6" SD @ 1% MIN. SD \ J I 1 I 10 LF /lilt� I 1 X192 / I ! o / IE 188.00 / �, 55 LF \ MATCHLINE-SEE SHEET C371q `"' / MILDRN DESIGN GROUP, P.C. -192 0 44,4"/ , I 1 1 1 `rte RD IE 190.90 ` -- ` - _ - �.. �.v •. ..�� . ---' - Fr92\ - - �'' / Z I ARCHITECTURE - SPACE PLANNING I 1 ] ] \ fi" SQ ® 1% MIN. INSTALL $D BACKFLOW �� ►-191- •24.• "� ` ` ^ - - Q 7650 S.W. Beveland, Suite 120 J j ] / I 6 SD / VALVE IN BOX Illr �4r • \ _ - -- __ ` EXISTING 1-STORY j lE 188.50 � 6" SD ® 0.5% �" ` Tigard, Oregon 97223-8692 r - \ @ 4.7% / T V -192- - - - -- BUILDING 1 ] �D� 20 LF �-I SPG0 SEE GUN 24. 40 LF - \ .�� ,CB I / Voice: 503-244-0552 1 I 1 IE 188.20 6" S @ 1% --- RIM 189.50 ♦ Fax 503-244-0417 1 1 1 -1917----- - 191 D /4`, • \ .........„„:„ I � f + = \ �� IE 187.00 �` J SDCO f _ 90 _ SDCO 5 LF `t1� SD ��- - 7' �.1 I IE 187.25 IE 188.50 ,/- - J _ __�- SDCO /�-41, 1E 187.80 - y' - • _ • �� `1 \ !E 188.45 /1 �` SD _ --- / 1 6" SD @ 0.5% W� Jf 6" SD @ 6.5% \D @ 2% i - � J \ I 1M K j !125 LF RD IE 1$$.50 (� �� „ �� 190 CB / ,,, � � $0 LF \i 6" SD © 1% MIN. 1D LF .�SA. 6 SD RIM 189.25 •: ;, -� 48" SD MH RIM 190.00 -...--"-"--,..„...s. '� RD �� I ® a F% 1E 187.60 �y _ \- 48" SD MH RIM 189.65-MATCH FG / ` IE, 189.00 r / :'\ ' c, RIM 190.25-MATCH FG - - _ _ IE IN 184.45 (6" SE) T.M. RIPPEY IE 187.50 65 LF @ 0.5% `` _ 6 SD @ SD 6" SD SD 6" Sp D.I. ` k\141 SD IE IN 185.40 (6" NW) IE IN 179.80 (18" NW) CONSULTING ENGINEERS 6" OUTLET ti SD IE / FFE 190.50 1% MIN. AI** IE 187.90 @ 0.5% / @ 0.6% /'% / - IE IN 180.25 (18" NE) IE OUT 179.80 (18" SW) © 2'5% LI 187.10 (SERVICE AREA)"4/..i. 10 LF qr . 75 LF 35 LF •_: ..1- t \ rs 7650 SW Beveland, Suite 100 RD IE 188.50 } - - _ ` \ IE OUT 180.15 (18" SE) SEE DETAIL 5/C4 72 5D MH �_ ;% ! \k Tigard, Oregon 97223 SD IE l 6" SD @ 1% MIN. - �' ~� = 6" SD ��" SDCO 9 a\ \` \ 'SEE DETAIL 5/C4 W CB ♦ g g RIM 190.30-MATCH FG 1 187F .00 \ 2� Phone: (503) 443-3900 .. \ J 6 Alb 1., 0 0.5% IE 187.40 _I �\ LINE RIM 189.25 I ♦ �_ IE IN 181.35 (24 �N) 1 • 6„ 5� '�► 45 LFAlp �`\\ WR IE 186.75 ♦ • Fax (503) 443-3700 SD @ a. o i89- ♦ l ♦ IE OUT 181.20 (24 SE)(E) , di , - - - - - ,S / •• iS I 5 LE ♦ / RD �� 1 ��, 0 - e ` ` 6 OUTLET \ ` i SEE GUN 21 & `r FFE _ f '` IE 189.00 `�"� S ss o I `189 x �� @ 1% MiN. ♦ ` J DETAIL 5 C4. 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I @ 2 1% �� '0' IE 1$6.80 SS x , `\ ` .......7: 44:1411111*, ` RIM 1$9.90 ' EXPIRES: 6/30/19 186.75 IIlIII?! / ,� • IE 187.40 \ IE 179.63 (24 S) , - - ' I �/, 40 LF ` ��` 8 SD @ 0.5% SEE GUN 21. SDCO IE /' 87 = '� _ Phi \ 188.50 RD IE 188.50 k \ , ` itkii 35 LF SDCO C,` `• �� a X90 A \ i \ 6 SD @ 1 MIN. i �� • 4.1 8 SD / SDCO IE \ �►� � IE 186.60 SS /: 0 !jam\x \ \ ] ll ' @ 186.65 1_:/::::Iii*:1! �, Client: 0_ y . I� FFE 191 .00 �� . o ® 1% �o g\6 SD PERF. @0% ��8 SD 65 LF / .,• 3 b4IP `\;OD �- `•* • ..03,4 �8J i-mak \ . '� 1 `t' 190 05% RD IE 188.50 : 11x6 COALESCING PLATE f, )30 LF 1 / �� ,�� SDCO OIL-WATER SEPARATOR r8 \//\� ,�� IE 186.20 .SS x6 SD @ 1% MIN• I '��! �� RIM190.00-MATCH FG 190 \5D IE / INSTALL 5D BACKFLOW , � ~� " kI 186.50 VALVE IN BOX X1os �'p .�, P• ` 8" SD '' IE 186.29 6" SD •� \ / 4/• IE 179.3318" S ) p , , \ , • 1g5' \ IE 188.50 FFE 191 .00 �` � . e f - 41 SEE GUN 24. 25 LF -- . ', ■(E) VEGETATED 8 SD _ RD IE 188.50 / - p . , ,� ' •6 SD @ 1% FEE 191 .00/ \ SO 6 SD _ _ SS �� ►+. �]CORRIDOR BOUNDARY ' @ 0.75% o ' „ . p ® 0,5% = S ' �11�1� 72 NE Grand Ave. r 6 STM s _ S - I �� 040 LF1 35 LF \ ` • / 1 d0 LF 189- _ 1` / 0 9.4% \ I . o - - /f RD RD IE 189.40_ N ' Portland, Oregon 97232 f25 LF \ I �\ v' // /1 / IE 189.00 6„ 5D @ 16% r IE �- ` -` 1 y11 ■,0 18� I,^ / IJ IF 188.50 PWF ir / / 20LF185.85 <`i. ` / _-�� \ J ♦♦ , 6' sD @ 3.S% .• S ' Cy "FFE 191.0 ` - ja/ � ,r / Ci'1`�ir ��\ 3 ♦ 1 D LF -;` / i / ;. .i . \ �� 88, aSDCO �4��A�„� Project: 1\ �` O SD IE p �, ��` ` -� ♦'i'�',' ,gin. / / / •`' ` \ S RIM 190.75 �� 1_ 1 , \ 186.15 88 4 / ��\ \ �� np 9 SD IE, / \ �1.� .�rl' o , , IE 187.50 ■ t .1 S New Buildin\ ` � ` �� 8 SD '��\ 188.15 ` / 6 SD ® 1% p 190 co �`� il S- \ r` 41W SDCO I r \ AN ---_ �►-\\ S 0 0 @ 0.6% SD IE 186.85 6' SD ® 5,2 10" SD o D 7J �_Liao,�� \� S 85 LF „ �; IE 188.55 CB W86 _ ' ll i RIM 3 89.00 �., 7$8' ' I ; �/1\ IE 1 �j �! 189 25 LF RD IE 189.00 /I \ " rA�6 5D @ or��. ® 10% RD IE 188.50 / 60 LF 18 SD / IE 186.70 - '5LF \ �+ 12 LF 6' SD@ 1% MIN. 6' SD@9% RD IE 189.00 @0.5% / 1 .0 1 ' 1 lifi■ Q ~ �` `�' ABANDON/REMOVE7 o /t CO 4" i OUTFAL �� ii� S liff .3' , 6 SD @ 20% 265 LF „- ` I6, SSI IE 177.27 �\\ .........,..5%. ",� SS c�� 8" SD @ 4% ` 20 LF N- (E) SAN MH / / R1M � \ ` ♦\` �`i� � 7,, � 65 LF - .. : .� ;y0 - - - O � ,, FFE _1T� \ \� \� ? , r 1 r" SD ^ � 191 .25 . 6,. P RF. @ 0% \ -. 78j • ♦ / / o - _ %8� 1, IE 187.50 10125 SW Washington Sq. Rd. WET ` \� -. \ -- ,�_ \ SO © 1 .4% SD IE / / ��, q \ \ \ ` \ ]8. . \ ? /-- 0 Portland, Oregon 97223 ` ND \�� \\ \ \ 84. /\. "� \ 20 LF 185.00 SS cn ��.� N - -177-r ;�� ,' i N , VEGETATED N \ \ � ` SS ►! SD IE 183.05 t ` c „ ■ FLOW-THROUGHCB . -7.'-'" \ \ 1B r • SD 6 SD ® 7% �� LP; ��FTRIM 188.75 `�;\�\��\� �� IE 8 .65 6 5D @ 4% � - \ \ _ SDCO .�"�� i 55 LF 80 LF `�� \ Ll �� RAINGARDEN<qy IE 186.25 ♦\ \ \ \ 8?� \� \ . �' '� IE 182.75, 1 i►i��is�� SpCO IE O� / / >87 \ �� 47/swift WSE 190.50 Sheet Title: l? „ \ \ \ 0 2 SD ��s�� 10 SD Q 1.6% !►� �L BOT 190.00 6 OUTLET 18 7 \® 1% - 17i- - yy ,________--... ........:::---18- 78. ,, =`� \� _ !�►+�� 50 LF 184.70 / 4/4�� 175SFBOTAREA�� ! 78 �\ \ _ �, 35 LF RD IE 189.00 +69 \\ 6 -0 J / Stormwater Plan N \ - ` \\ \\�� CB •/ 6" SD @ 15% , F \ Jf �' PUBLIC \ >>6 \\ �i flat-189.75 `- • �. s \ / f SIDEWALK \\ ♦\ \ <\ �`- -\; IES 1875 ,.t\� `�. 4Y �1 � 20 LF RD IE p �. 8 o r.;� s. f /, +�.` EASEMENT South \ \�\� \ STORMTECH SC740 6 SD @ 4% (E) VEGETATED . 6 OUTLET ® .� \ �'` ♦ ♦ \- _ \/j \\ ` MIN.' Ow 189.00 p p A, 80 LF CORRIDOR BOUNDARY 8 1 8 CHAMBERS @ 0% - IE 184.00 6" SD) .,7_10 IE 184.30 _ J n / 5IE 15 SD@0.5% 4 �` _ 57 LF 6 SD 14 \ a.- �„f E \ >> 20 LF y�� ' S @ 25% f1 IE 178.57(18" SD) _ SDCO - - `b6�r ' I ■ DELINEATED \ E 24 SD INLET I \ S _f 1 �� / �V RF W 2011 E LO f \ kt%V/41/%96„ S D 1E 181.10 \ IWETLAND BOUNDARY Q\ IE 173.62 11 `� SDCO �� , _ ` 1: ; J® 1 SD \ 191 I ] .' ■ RIM 190.50 E1 30" SD INLET N 25.0 OFFSET FROM Cq\ \\ IE 182.65 ��s� f'' @ 0.5% / ` (- \ Nn . - - _ ♦tai, 044, 70 LE 6" SD 4)/ .t ! �,,■ IE 187,50 IE 174.16 N r WETLAND BOUNDARY �,�� - lY =•� - �� @ 6.5% �,� ;/ ] �� ■ N 78_ 96 SD FLOW CONTROL MH �� ♦ ` ,� �� CB 1 gg / ,• ��■ o N. VEGETATED CORRIDOR RIM 190.25-3" ABOVE FG r �� i� ` _ SD CO 30 LFV RIM 187.00 �.] �I 0 • IE 184.30 ` •, 1 /8 89\ '•-:,,,,, 4111411114‘. 1- ,.. , IE 184.50 �1 ct- \ ' MITIGATION AREA IE IN 182.60 (15" ,NW) --- -. 8p _ - - ' �, + 6 OUTLET @ 0.5% •' !rf CD 1E OUT 182.60 (15 SW) - -- 176'.,,�'�, \ - ♦� DCO „ igi �� / IE 184.38 • SD, • _ \ BOTTOM 178.60 - _ -_ - 5�-_ " „ r F / ,I....._ m Revisions: _iv_ � .. IE 183.90 ��. IE 180.00 6 ) / 7/ 122 ,�� Q� SEE CWS DWG. 270 ON C4 15 ' SD '��__ - �/ 1 •, z No `i @ 1% - - amiti...... . - • U/ SD Co 5°- I 8s I �•�• 1. 11 May 2018 ti • 5 LF ,� _ , SD ... IE 179.15 , \/��`� \ / ] TVWD Comments Rev. ` 15 SD @ 1% �`.. 20 LF 48 ACCESS SD MH •• - , ► '.' .. IF ,� � ]\ RIM 190.55-MATCH FG �� Ilk 10 SD '84 D 5D ® 1% ,. ,. h4� j /// 2. 25 May 201$ `� 8x11 PEAK DIVERSION IE IN 186.00 6 NE) @ 6.3% ,70 LF - ' '18 ' 8 . N--- I �/ `" Plan Check Response STORMFILTER VAULT IE IN 182.95 24" SE) 15LF --� CB .'{ ; 8 = ;� ` 1 S r �8 - - . / �� , / 3. 15 June 2018 RIM 190.75 W� -\ IE OUT 182.95 (12" NW _ _ RIM 187.00 ` -- , ' __- :.; ��' wh ; / @ 1.6% \�� 1.. IE IN 182.55 (15" NE) - - ETLq BOTTOM 180.00 85 LF \ •1, -,. _ IE 184.50 . ,r TVFR Comments IE OUT 1$0.25 (15" SE) �~ SEE DETAIL 4/C4 i 6" OUTLETilk _ - _-: / ' r / _ / f SEE CONTECH DETAIL ON -� - \ „ 48 SD MH = @ 4% 5LF , . -183 , - _ _ 4V �/ / / / SHEET C4.1. _ _ _ RIM 183.75-3 ABOVE FG /„ / f3/ �g.! {� 21" S�OUTFALL � IF IN 178.45 (6' E) - - - - - / /p� --179- _48" ACCESS SD MH " = _ - ~� 1$ / / -- � ,� IE IN 178.45 (18 NE} � _ - - - - - �� - � -> - -._ 5 / IE 176.67 ;-..._,__-______-179 �_ RIM 189.80-MATCH FG IE OUT 178.45 (18" W) - - - -- _ 4__. -y. - - I .`' / /j/ SEE DETAIL 5/C4Illt - X84. { E I 10 RIM 190.00-3" ABOVE FG /i'E OUT 182.95 (24" NW) - I I ( / / IE IN 180.20 (15 NW) BOTTOM 180.00 _ ` �'��' gyp/ 91 I 1 + I / MILDREN DESIGN GROUP P.c., 2018 1E IN 177'05 (18 E) SEE DETAIL 4 C4 - -_ �` 179 1 1 ALL RIGHTS RESERVED�, - - E VEGETATED I IE OUT 176.95 (21" S}(E) �/ - �., ( ) -1 / r THESE DRAWINGS ARE THE PROPERTY OF SEE DETAIL 5/C4 ---------7-7---7--.7 1 CORRIDOR - = °° VEGETATED CORRIDOR /82_ /� / �/ 1 / MfILDREN DESIGN GROUP, P.C., AND ARE / �� - BOUNDARY - - - N1- ,� l f MITIGATION AREA / / // /// E1 STM MH NOT TO BE USED OR REPRODUCED IN ANY - 182- -' �� -.-.. 1NE- ,�� / / f/ RIM 193.70 MANNER, EXCEPT WITH THE PRIOR WRITTEN ~ _� - -8184- 1 - -- - - - - / ��/J/ //// / IE 185.00 (15" SW) PERMISSION OF MILDREN DESIGN GROUP, P.C. - - x ` --185 ;~ - -- -_-_-_-_-_-:_A---"--- _ _A �/ ////// IE 184.49 (18" N) Date: 01 May 2018 ti _ � 4 - � - - - -. _ �'(,E) VEGETATED � � -- -- -TY-- /� // Drawn b Checked b OR IV -v�` - 1 CORRIDOR BOUNDARY Y Y= WY 7 -i86- - - - - _ E1 18 SD OUTI ALL 2r DELINEATED (E) =_187 - ` - �'- IE 182.68 o AS KJK WETLAND BOUNDARY ` - - i88-- - - -- � ' / t'" _ �� - 189- - - � �- --� �� - TMR Job Number: 17260 ~ - - 190- � �� CID SCALE: 1 " = 20' IIIIIIIell Sheet 0 10 20 40 Permit Submittal - May 2018 C3. 1 ____ _______ ,y .. , 4 ---,... .s. .. ---,...,,.... ... 71Lo_aia ........_. / / .... ... / / \ EXISTING MI1..DREN DESIGN GROUP, P.C. / BANK OF AMERICA / \ ARCHITECTURE • SPACE PLANNING BUILDING / !\I �� / � 7650 S.W. Beveland, Suite 120 //� I \ Tigard, Oregon 97223-8692 / / I t Voice: 503-244-0552 / / I I .4. `Fax: 503-244-0417 /j •''- \ %i 0 . A ,'<„ I' , -- - --.- ----,. ., IMP .,. r `- T.M. RIPPEY I- ► 1 •• \ r9 0.- , CONSULTING ENGINEERS X99_ N 1 i :12----19-9-- /-: ` \ 7650 SW Beveland, Suite 100 \ ON Tigard, Oregon 97223 (E) STM CB ! \ I - \ Phone: (503) 443-3900 RIM 198.55 I I \\ N. \ H` \ Fax: (503) 443-3700 ! � ) d \ \ -- I ` ♦\ i •• > 7 ` s� ` ,o t xE� /may CB I vo lygs 15504 4' r 22" SD MH RIM 200.15 �_" 19�- �. ; •±'. = \ %.. r7/4/G,, RIM 198.05 MATCH FG INSTALL 1 •� N PRIVATE FH \ _.-_.... - _ 199 / t SQ y o ox 200 -- --------t.)- - WR 2 / .. ' ilK• ` R q0 25, -inn � x ►� 200 �4 200 �' - - 7C x - ,, S( - I / t 199 - __ ;-.- - _ Iri -c 'IRL K ORCG % 1 199 � ' ` ` EXPIRES: 6/30/19 I II 1 I S \ "'SD - ---- .�S D SD is-SD D fit y �� . • I II 1 / I 199 200 - - --200 - _ - - _ � _ .- ._ - 1 ` I I 1 / x195 II - -198 l - - _ - - - - I I .1°�$ ~ 4%. Client: I[ I I I 1 1 (411-- _. 198 � -. _/4 f^ � 1 �`� / .-- - is I� >- ��/ JLR III - _ -19 I I 1 i � [��/fl/RINsr - _ , � VIII 1if I f - _ ___ _ ____ _ _ _ _ ___ _ _ ___ _ _ _, e- - ---A=- 1 f 1_ f� 411! _ ` 1 I >- - ! 197 I r - N. - I 1 fl I 197 _ I - T-197 - y II 1 I - - ^ � r - � _ _ -197 I 1 r6' 1 11 -- - - _ -- / I_ A III /1 1 Q�� ° 197 I 720 NE Grand Ave. • I I �, I vs I ' ;'+ - Portland, Oregon 97232 /1 ! _ N\H Mi 1 196` o * - - - - - - - -19 - �-` illppr 1 cn - - _ - I -196 I `' �6 - � �l I _ _ _ - it 4 I , I L I I 11 6 FW FFE 190.50 tt� New Building I ii I I • LINEt1 \ I I (SERVICE AREA) _ _ -1 19 / r / 1 I /I _ - ! 95- I v 195 $ _I :;'� 4 1 195 1 111 , / � 1 . 195 __ � - - � - =95 r 1 1 I - 4 4" FDC LINE. SEE �' 19� 1 I BLDG. FIRE PLANS _-- i' I f I I FOR CONTINUATION. I -_____ i94J I ,f 1 ,. - _ ' SAWCUT LINE 0. I J I , 6 FW LINE. SEE BLDG. 4- -'! I __/94_ 1 1 - - ` - -- __19 _ PLUMBING PLANS FOR E` I / 1 - _ CONTINUATION. �- -' `-tee, 10125 SW Washington Sq. Rd. 1 "�194� ` - - -- - - - - J I '' ' 1 94 I Portland, Oregon 97223 1 \ -� L 1 __ _ I �_�, �' 9 / i \; 1 Q _ _ - - .. 193- \ ,_ ,, ,. -l',...;',.'7.7.,...,.."/ . - 6„ Fw JJ = ____ r Sheet Title: ___ `s4... �� I LINE - 1'! l 1 1� L ' I � _ _ I M 1 ! �\' i / -I 4" FDC 193 f �' I ■�■4 ,/ LINE ,4 - l I PV Sanitary Sewer f I ,_ ` `'193 L � -•.- • -, RI MINI / := I & Water Plan I I - � � y - I ( i #OW, __ - - - - 9 - r ,- J�.• 193- _ - -- - 41) I Z ` I , �,, .�` 1 i (r - -V) I ! / I f North ' I / \ : L - `, - - _ _ 192 1 1 '�`� I \ / MATCHLINE- SEE SHEET C3.3 / / 1 I I r�r-192 47laba. -• - _ (E) TVWD S" PUBLIC - - �- - __ - - -!- '" t'e ♦ 91� \� INSTALL FDC _WAT ' - -----r \, / -- --- -`►-- -191 INSTALL GUNS 24.MAIN. PULL E VALVE 1 C �� ... PRIVATE FH \ - <r _ _ v \ �190 � � ❖a� - � Z & PLUG TEE. VERIFY I ♦, \ �° '='�' • - _ " _ _- - c EXISTING 1-STORY RESTRAINT & COORD. / 3 �� A _ LINE ��` ` ` -192- - - -` -� BUILDING WITH TVWD, AS A _ _ _ _ _ \ Revisions: REQUIRED. -191 m 1 �•• . - ---,„ ;:+ 190 ` I. 11 May 2018 � y r f / rn _'�90-�'t � **Ato ---, 1 ��, \ ` ` 11 TVWD Comments Rev. r/ I / / /1\ 0 ______ _ _ _ _,... .___ ______ --- iitkl,. ,eit \ o ----,...,,,,,,, , .0. twItt: ' \ 2. 25 May 2018 ' i 411/11, (412‘11-u) f ,1/I 1T � ♦ 1 gp i • '''''''''s----„,,,,,,,,,,„,. Plan Check Response . �. JY ''''''1:-... ... k _A _ _ 8" SD MH 3. 15 June 2018 CB I � � • ail � �� \ ` 48" SD MH REM 189.65-MATCH RIM i 90.00 ♦ \.: FG TVFR Comments ♦r*AP . 4 so. „,;'�� /' \k .�\ s \ rs'� RIM 190.25-MATCH FG (E) SSCO FFE 190.50 ♦ . sip__ ..., _... Ur , , - ..,(\ �c ,, 4489 (SERVICE AREA}N - 4♦iir ♦ itit4 ._., f ''' '''''' '`-,..'" 4.--,.... k _ \ 72 SD MH ' ' - 1 k RIM 190.30-MATCH FG I )3. G - - - " \ • „ f_ ___ /I \ / SAWCUT CB :" PUBLIC WATER MAIN. COORDINATE \ 6 SS 19�itist 6" SS 1% - - % SSCO �\ �. . LINE RIM 189.25 I 85 LF40'41a\ 1 •= SHUTDOWN WITH TVWD TO CONNECT TO l 0 A, 189 - - - - ?�- J '�-� Z - - I 70 LF , // IE 184.95 •• \\ did -.� / - ♦ I �E) 8" WATERLINE & ABANDON SOUTH OF \ Al --). 1 \ / f 1 .� ss • \ I • D _ °* - - .` k \ \ NEW CONNECTION. VERIFY RESTRAINT & MILDREN DESIGN GROUP P.C.. 2018 - ' X83 ` / ALL RIGHTS RESERVED�) I I 189 �I SSCO -IE 188.09 6" SD SSCO I ;� ! \� �` -� \ COORD. WITH TVWD, AS REQUIRED. ( 1 _a_ - IE 186.50 Allr,_, 4110,401,4.7411___::„8.,.._6.4.0....(6,. SS . IE 185.65 IE 187.21 8" SD) Fly190 ' \k TF+ESE DRAWINGS ARE THE PROPERTY OF \ SEE GUN 20. � » \ 90 MILDREN DESIGN GROUP, P.C., AND ARE i � `�� ip IE 185.18 (6 SS) CB k \, \ �� / \ INF MANNER,*- NOT TO BE USED OR REPRODUCED IN ANY I I. � ♦ �` ' ' I _ / RIM 189.50 k J \ PERMISSION of MIIIDREN OESI{ JT WITH THE I GROUPOR T�PJC. o _ ,1 7, / ♦' ! „ SEE DETAIL 1 /C4.1 FORI. ,_cnl . I I \ � # 1�1 / . 6 SS ` MORE INFORMATION.I ! �♦ 4.-'-'. \. " I' 1% 'a _ \ 1 Date: O 1 May 201$ -)3'88 ` ♦ �, , SSCO Flt, \---.. / \ ` (E� SSCO Drawn by: Checked by: RAISE RIM TO EL. i Q 7 `� . , IE 184.20 \ IE 184.65 �� 191.00-3" ABOVE FG I I e . , I ' W/4"; ~188 IE 186.90 6 SD) 4111( - ]g » . \ r�! 9� `� ASKJK4 I �, - I`Iiii L `' / \. ,% .,# $ `� ` 9 8 DCDA IN 4 IE 184.406 SS) - -I � = ��' � S VAULT PER TVWD CB 1 7' ,�--- T. ,�, 7ss STANDARDS. SEE RIM 189.90 �� \ /;`9 C4'1 TMR Job Number: 17260 V �IIIIIIIII�.I-- �� I `�� ►�rl, A\ s FW GUN 15 & 17. -t- ',PR,' , 1 _ -187-- - r I ''R �� LINE ,_.� \1 " = Sheet F3 6" FW _ I WIW: ' �.� itill ... IE 183.85 6" 55 ,. �� 19p JSCALE: 1 20 1a 20 �o t� LINE I i ;'�a�/ �" r\ ' IE 179.60 (18" SD) S � 1 k\ 1.5"' DOMESTIC \Alir \. 1 cn I i \ ., 4 (E) 2 SERVICE WW# ® 1% \ r, ,i. % n AP ' Permit Submittal - 0 8 C3.2 May 2 1 �, 1 I -192. _ = I::1 -�\1 _ _ - - - _ _ -� 1 I '/ liq....... ,. o _ \ f F �\1 ,..,,, \ 1 ,...- - =._ �- ` __, 2\ \�1 �-= 4 ' �\ �' \ _ \ \ MATCHLINE SEE SHEET C3.2i 192- _ ► �• 91 �► \ �+ INSTAr - 7 '4 / / MILDf N DESIGN GR�LIP, P.C. � O ,� '' �.\ / ARCHITECTURE • SPACE PLANNING - __ . . -/ - -191- -- . INSTA \ /��` 190 - : :� ` _ z / // 7650 S.W. Beveland, Suite 120 I1 _ v. ., j \ iiiiiiPRIVAf� - - _ - ` xcn EXISTING1-STORY /" �9rk _- / !� s Fw �� _ _- - _ T>gard, Oregon 97223 8692 ♦ LINE \ -192 - ., BUILDING /• � � _ . � � � � Voice: 503-244-0552�' . / /-191 �� • �, - 1. :+ �� _ ri \ '' .\\ Fax: 503-244-041711\ ------ *MW 490 . 4111 \\-------___--/ r ` // 1 i♦ �� 190 � / o i 1M KJ ' �.A• qty - \ i / 48" SO MH' _ � f � M. 48 SD MH RIM 189.65-MATCH FG . `1 � 193 T.M. ` ♦�• 1 "'" ' ` '' \ v RIM 190.25-MATCH FG 1 . . RIPPEY . �� x Sp (E) SSCO 1 _ �`� ♦ � , Sp / \�� . - _ 1~� / CONSULTING ENGINEERS FFE 190.50 . , \ I "789 AREA}N - _ - 4,. .14 0 , �_ k 7b50 SW Beveland, Suite 100 , t _ _ _ __ _,..,,,,,,_/, ♦ 189(]. �. ,. x �1� 1 Tigard, Oregon 97223 �- _ - „ „ ♦ ♦ .�,; � SAWCUT CB �� E� 8" PUBLIC WATER MAW. COORDINATE Phone: (503)443-3900 �3_ 6 55 1% - SSCO \ LINE RIM 189.25 ,1 \ I J I 6' SS CO® 1% ;: x SHUTDOWN WITH TVWD TO CONNECT TO I I 85 LF \ I \ Fax (503)443-3700 J I 1 1 i89- t '♦ . ! 70 LF ;S IE 184.95 \k t \ f (E) 8 F u �_ _ " WATERLINE & ABANDON SOUTH 0 NEW CONNECTION. VERIFY RESTRAINT & J \ \ i 7 I \'// SSCO- J P '�� SS ;; SS I •�, ar_' �� 189_ x \\ �\ • COORD. WITH TVND, AS REQUIRED. 89• IE 186.50 /` IE 188.09 6 SD) SSCO i 190 -'.. •-•-...--,,,...,,,„,....,.'" \x - \ • , •. E 186.40 �6" SS' IE 185.65 IE 187.21 $ SD 1 I SEE GUN 20. 4.11-Ifira _ / �� IE 185.18 6" sSS)o) - pW' CB \k 190 - i e 0 \ i RIM 189.5D \x \ i III Q ash' �� £w 15504II�� o - / �. �lifissift ` � °� % ,/ ,1 . 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RETURN FIRE j �? , ♦ / 8g �� I� i 90 I HYDRANT TO TVWD. �feiP ..'kr,bW4• 11x6 COALESCING PLATE 6" SS 1457% NORTH. ABANDON/REMOVE (E) 0�1 � � 01L-WATER SEPARATOR ® 7%' SS 15 LF PIPE SOUTH. SEE GUN 8 & 25. % / / I N � �� RIM 190.00-MATCH FG Y SSCO IE 187.45 '0ty 1.141141114‘11/44,11,� ` ,\ +� 45 LF ` SSCO IE 179.95 \ . . IE IN 183.45 (6" NW) \ x / f Z 4" SS @ 1% 44 P� ` ' � � ` �. IE OUT 183.20 (6" SE) 4 SSCO IF : SEE GUN 25. x 0 185" \ SEE GUN 20. FFE 191 .00 • �'/��d SEE GUN 26. 180.00 Britifilliapiti • e ' / 1!�, - 8" FW LINE C! w ° ,�- G' FFE 191 .00 / �•.: O\ 2" OW LINE-1:' SS \ SS CO ►.,d� // �' i S , 6" SS \ IE 179.45 �11r► v . \ \ S i 720 NE Grand Ave. / � 1% IE 185.50 12 5D} (E • \ P1 '` - 4 __ - I / \ _ 6'` SS lillitl,leit ) Portland Oregon 97232 2" DW \ R ►n / 1 / -- `., r / - 4„ S5 LF CD 1% IE 178.80 (6" SS) NEW '►a LINE \ / / / \ / / / +� `� •`••.h 45 LF „A \ _ ` '� .!� 4 FFE 191 .00 \ / f _ ,/`/ */ 85 LI `�884„ SS ® 1LF '�1' •��'!;� 16" SS 2% 1Pro ect: \s . pii- O •. ;i . 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Or4k ABANDON/REMOVE a \ S IE 185.35 I / + 4" SS 1% 1" DW LINE 1,,r , , ./ i FH �� SSMH (SS 35 BD) 1\ 88; SS �• 4 SS 1 **,. / (E) SAN MH 4 S �� RIM 191.10 � \� �� /-7r ' f/ .•141. ue. 85 LF �� ABANDON E PIPES ® 4.2% FFE 11 °'fi e■FW LINE ? , 60 LF 191 .25 „ IE IN 177.90 6' W NEW 1 ` Alp` SSCO , TO THE WEST, 1 �� IE IN 177.40 (8 N) (E) 10125 SW Washington Sq_ Rd. \� _ 2 LINE , \ Sp / / �1 • IE 184.85 , \ / o _ SOUTH & EAST. 1 T�4ND �� \�8�, \ 18._ \ - SSCO IE 5 Mit IE IN 177.35 (6 W) (E) Portland, Oregon 97223 \ \ \ \ 8g SS IE 186.00 ��,�� ♦�� / S REMOVE fE� PUBLIC V r • VEGETATED IE IN 177.25 (8" S) (E) -177- \ \ \ \ S r�� 182.90 / ,, CB \ �\ S S 4" SS 23% 4� VIVO*.`� , : ,7 ,� f ! l' FLOW-THROUGH IE OUT 177.15 (8 EHE) \ __Zeal:,\ D #446•110%`` .te• ��► 1 WATER MAIN METERS, RAIN GARDEN �\ 5 LF w`�.r. ♦ E C� RIM 188.75-- `n ` \ \ \ ♦ ��♦e ', 8" FW LIN & EQUIPMENT. COORD. 190 SO \� \ \ :-....,---...:-./..> 5EE GUN 20. ��'�� •• ,. SEE GUN 24. �/� \\ \ � ?�\\ \ ' r `� IE 186.47 6 SD) �`a��►,�'= .1% 4 SS C� 1% .4 p� / \ ,� /m,� 1 2 DW LINE WITH TVWD METERS TO 187 - 1 Sheet Title: \ �1 \ oh, 1_ .��. w. �� 80 LF BE RETURNED TO TVWD. SS r Ii ■ \ - -176- - \ \ _81 , IE 184.45 4 SS) -'ter , i f /�► - - - - \ \ IE 186.75 '" \_ _ _ , , . I 1 \ �� ► Sanitary Sewer \\ _ \ D -=�` `8p \\\ .** ,;�� <�4� IE 185.40 (6 SD _�/89\ \\ ,D 4 SS ' ■ PUBLIC / IE 183.50 4" SS F ® 4.2% �'176` � � � \ � S '� ~ / \� o • Ili,__eirt SIDEWALK \ \\ `,. \ e IE ,85.40 ,o SSCO _- �� ! EASEMENT & Water Plan \ \ \.�\N \ \ lu \e1/41:t 4 SS @ 1% 1E6:1 SD) _. / -788 - - .I j�� 1 (E) VEGETATED \ . a Dyl, 1 •-• IE 186.55 \ \ �;CORRIDOR BOUNDARY ��(8.`� _ ♦/ �. ' 1 4 IE 183,13 4" SS / S q� �, �r■ South \ _ , � 105 LF 83.6D i •� "�` D � \ ` \ \7)) ` -- =- - ' �,��7.-... - (4 SS) . •• IE 178.75 18" SD) X188` _ - - - - 6 1 j 1 DELINEATED E \ \ SS •+• `�� ,_�) 1 `■�� \SSCO .S 11WETLAND BOUNDARY \ ' � \ � � � � � \ ! . ■ Q \ \ `� _- _. 1 ..�1 ` IE 183.70 .< INSTALL SD \ lg� 1 1 �� \ 25.0 OFFSET FROM L9� \� - \� ` \t`i r'+' Of PRIVATE FH __ _ - 1 �1 N. \ WETLAND BOUNDARY tin ;� 1��+ � DW \ V ", �4.� E 2" METER ' . \ '• \ ,� :� 1 �� ,■ 1 17 . _ IA19D0a.rF .25-3'�ABOVE FG --__----_-_--1-8-- ��/` V 2-,,, BB �� & 4" F1RELINE 4\ RIM 187.D0 188\ , r *Ai g- �� / •�,/�■ \ MITIGATION AREA -� \ _ �� _ _IBS 8g \ v. �� ,00 `� _ \ 1 176 �. �'�`� r 3'f .• , V* () / 7 0) I J Revisions: co �. Lq0 \ _ ` _ °'- .k_ _ �;� 5� �8s r 1. 11 May 2018 v �� - � `Af t `" !iVeg TVWD Comments Re \ �_ , _____� _ 7 8,. .„--- ..? _„„,, t' __ Nicer•L \ a,� / 1 •/ I f . I CD 2. 25 May 2018 - :x.11 P .K DIV I N \ = /8J_ . , X83 _ .._ / l 1 / 1 Plan Check Response STORMFILTER VAULT \ ' 18 ---' CB r8?, r I\ / 3. 15 June 2018 RIM 190.75 . It.f""14110 2 RIM 187.00 17 - .1 - ter" - - _ _, / / / / TVFR Comments 8 I 48" SD MI-I -� - -1 _ - - ! / ^ RIM i 83.75-3 ABOVE FGial - ' /' /tel 19,I g �. 48" ACCESS SD MH _ 6& / ' _ - � ` _ 0-- -1$ , / �q pprr�RIM 189.80-MATCH FG �`/ / �_ _. - -- --. _ �� / / / / � - - - - - / k / l ' I ' ( / / �� I I 1 MILDREN DESIGN GROUP P.C., 201B_ / 1� • } 1ALL RIGHTS RESERVED W - - - - �_� --., (E) VEGETATED ____179k--- - / _ I I I i -------- -"----::::-.7 � _ ------ -------f-- CORRIDOR ° VEGETATED CORRIDOR _ ! / / I THESE DRAWINGS ARE THE PROPERTY OF 81- -� 0 \ 782 / / / / E1 STM MH MILDREN DESIGN GROUP, P.C., AND ARE ~ - -BOUNDARY � j MITIGATION AREA // / / // /// ( NOT TO BE USED OR REPRODUCED IN ANY - - 182- , _ '~ MANNER, EXCEPT WITH THE PRIOR WRITTEN _ ��, WE7p� J/ /// // / / RIM 193.70 PERMISSION OF MILDREN DESIGN GROUP, P.C. -- �� A-183' -` 184- , ,✓1 � , - � � - -- � � / ////j/� - - - ~-185= -: �� - - - - � ��// // / Date: 01 May2018 OR - - _ } - -_ = - -ti - (E) VEGETATED J/ Drawn by: Checked by: CORRIDOR BOUNDARY . � wY _ _ �_ -186- _ _=___ _ _� ` 1 AS KJK 217 DELINEATED (E} _ -- -187-- r 188- - -- - WETLAND BOUNDARY - ^- - - - - 189- - - - -- �/ ' - 1901 -. �� TMR Job Number: 17260 E1131 SCALE: 1 " = 20' 61M16•111111111/11 Sheet 0 10 24 40 Permit Submittal - May 2018 C3.3 711L000".""""""-----. MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING STANDARD MANHOLE 7650 S.W. Beveland, Suite 120 FRAME AND COVER Tigard, Oregon 97223-8692 Voice: 503-244-0552 PAVED AREA ONLY LANDSCAPE AREA ONLY ..4i.--- .. -911/-• / 116.5" Fax: 503-244-0417 TOP SLAB & MANHOLE RESURFACING TO MATCH EXISTING PAVING \+ -• - ; . a RINGS SHALL CONFORM METAL GRATE - RATED FOR SAWCUT . TO ASTM C-478 SECTION. SAWCUT AT LOCATION OF JOINT. STANDARD M.H. / 1'-10" DIA. CLEANOUT HUB CAST IRON PIPE 16,000 LBS. WHEEL LOAD �' SLEEVE CONNECTOR (H-20). ARCHITECT TO EXISTING *- 0,/ EX./ A.C. RUNGS 12" O.C. A/ IMP . 6"-7-10" ,' 6" CONCRETE -Fb=3500 PSI PROVIDED BY MFR. COORDINATE GRATE STYLE. SECTION \ / LOCATED ON VERT. PIPE SIZE / / ',/\ -'' SIDE OF MANHOLE, / 48" /. FINISH GRADE N.. .0...0.0 obo° °jc, 6 �A`/VA/\\ V �(' /� j� '� 1I fI II II II 11 11 II fl II II II II II 1LJ �° O p MIN / WITHIN 24" OF 1 .lvl. lt�� 1 �-`CLEAN OUT �/ \,9/`% %/�r pb ��/\ �\ /�� --i�� COVER AND FLOOR f/4" CONSULTING ENGINEERS 41 <7. .. / /' i�' W.S.E. / `� �i\/j a 00C. // SEAL/-WATE, \ \\/ 18" MIN. _Q 1.5"-O" CRUSHED \`� • APPROVED NATIVE I- • , 7650 SW Beveland, Suite 100 l� ° Mill / � FOR PVC PIPE 4�� AGGREGATE BACKFILL '':°''' ° / y-BACKFILL U Tigard,Oregon 97223 1'-6 ' f\ �� 6 �, /� 4" DIA CLEANOUT �\ -I (COMPACTED) \/\/\ p'bv ff� (COMPACTED) o INL� OUTLET Phone: (503)443-3900 `� \ „ `� �j\\/\� p ° \i / \ _ Fax: (503) 443-3700 \ •d /\ %4 -O CRUSHED ROCK - BAFFLE \/ /\°° ° p //\//\I/\//\� ° �a ° a1 COMPACT AS DESCRIBED IN \/ // o / \ / \ to .� f GEOTECH REPORT. � \ p °p p //7\\\\\\ \\�\ Lam, ° / [BOTTOM �O O• O O O• , • O O• O 4• O 18" \ °r , O o 1 O.: O ° • O • O $' O o aaP" o o ° ° -o•.a °o• 18 GA. INSULATED TRACER WIRE . ,:, ::: • •°o'O O•°0 0 •- •cb0 O.0 0 O4 °. • d•O O O C; • O O p O",° o o•.▪° e•.° a «•.° 08.O • �.".._ b o f /,/ // // / c. ° o .m • •0 •0 a,0 • o o •oo o•0 0 / . 000 ��• 'a a% ° ° °' °ppo o p°g: °p p o-° ° IE AS CALLED PIPE ZONE tO ° ° p a ° °° '�`\ \ °• a a• • , °• , a• O a . a• °° . , a CRUSHED AGGREGATE ON "� 15504 ��y ° °•fY°• / f:....°....°...7. .....1.... oo0.8:°,4 �' O O - 0 • b c_,, •a •O900oo o .°a o•.• °o•,°• °.o°•'•-.0° w w''coO° °•,0°' 0 J O O .moo o . o •o 0 4'' \ \\ \\ �' o . •,o o• •p 0 •O • '• •ofl°°d0{tr O • • p O w • ° \ n D ',\ \ � .0 ••°0 «♦ •° ° O"»°•• O• y... ..... PIPE SEE PLANS o c•I « ° °°• a '°°' a" ° •'•° °•°•%. " «°•°° ' ° ° COMPACTED SUBGRADE OUT ON PLAN \ I / � / BEDDING ole\ O O p°° , \ • ° ° o; a°°• ° ° °••• °• ° °• WV FLOW - '°•• a - USE D.I. PIPE UNTIL PIPE BEDDING 18" BELOW GRADE. '- ARE H \/•\/`\�/�/\�/ :' 1. ALL PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478. ,ALL POURED '► 1 OG� • ° °. ° °,raw ° °. ° °,a p °., ° ,. ° ° ° ° °. ° ° ° 2 0 SQUARE OR ROUND SHEET METAL 3/4 -Q PIPE BEDDING IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4 000 PSI AND 2 TO 4 SLUMP. KO jr 8,00.• ° ° ° ,s.0.0. ° ° ° ° CATCH BASIN - DEPTH AS REQUIRED. ' '\'�\�/\�/\ �/� 0••0 0 o . a o o °, o o °a 0 , ,0•0 u•.�0 0•,00 a n•,Oo 0 0.•° o o••,00 0 0•,,00 0 0•�00 0••,.00• ,00 0 0••000•,°• �° °'°.° °•..° O•°«° 4,0 40 40 •4° °'40° 4O °'4,O °'O ° COAT WITH ASPHALT EMULSION INSIDE �\ .�\ & PIPE ZONE MATERIAL 2. MANHOLE DIAMETER TO BE 48 . 3. ALL STAINLESS STEEL PARTS SHALL BE A-304 GRADE. EXPIRES: 6/30/19 AND OUT. PAN WALL TO BE 10 GA. NOTE: VERIFY ALL REQUIREMENTS W/ JURISDICTION 4. POUR BOTTOM TO SLOPE TO SIDE. PRIOR TO START OF CONSTRUCTION TYPICAL CLEANOUT DETAIL CATCH BASIN DETAIL TRENCH BACKFILL DETAIL TYPICAL 48" ACCESS MANHOLE DETAIL4 Client: NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE JT L i 720 NE Grand Ave. Portland, Oregon 97232 Project: New Building NOTES: 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12' SPACING EACH WAY. 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. Aiii 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM. ALUMINIZED STEEL OR TREATMENT I GALVANIZED STEEL � 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; , (I -) CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. STANDARD FRAME AND COVER. RIM STANDARD FRAME AND COVER, RIM 5. MULTI-ORIFICE ELBOWS SHALL BE PRE-INSTALLED TO INSURE LADDER CLEARANCE. \:; 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND 1144" ELEVATION VARIES, SEE PLANS. GROUT ELEVATION VARIES, SEE PLANS. o°PRO INEOPRENE DE A WATERncHTTSSEALBE INSTALLED BETWEEN THE ORIFICE PLATE ANO CONCRETE BAFFLE 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM 8 275, \ 4j ,�� DESIGNATION Z932A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 3DB. UFT HANDLE MAY BEkoai!.... 10125 SW Washington Sq. Rd. w CONCRETE EXTENSION RING. SOLID ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET �I INSTALL AS REQUIRED TO REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF UD AND BODY PLAN Portland, Oregon 97223 ELEVATION NOT TO GROUT glek CONCRETE EXTENSION RING. ,� SHALL BE MACHINED FOR PROPER FIT. FLANGE MOUNTING BOLTS SHALLBE 'DIAMETER STAINLESS STEEL EXCEED SUB-GRADE BRING MANHOLE COVER & 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY UNITED HINGE MOVEMENT, STOP TAB • INSTALL AS REQUIRED TO DR SOME OTHER DEVISE. ELEVATION BRING MANHOLE COVER & FRAME TO DESIGN GRADE. 9. ALTERNATE LT PATTERNMATCHES.GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE FRAME TO DESIGN GRADE. MAX. 3 RINGS OR 12 MAX. 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. 24"- -.' MAX. 3 RINGS OR 12" MAX. ORIFICE "A" c-� ADJUSTABLE LOCK HOOK WITHOCK ? Sheet Title: 4 • . •.4 , s A STAINLESS STEEL 17 fail .Q (SEE TABLE) t" DIA. HOLE FOR � s r LAit A n n EXPANSION BOLTS UFT HANDLE-�1 Level ln. �(�tlLevet Line PROVIDE 1.5 -0 COMPACT CRUSHED ATTACHMENT Site Details RAM-NEK JOINT 1B'xii,13 r4 1F" EMBEDMENT BOLTS +�+ VARIES: 48", 72", 96" e ECCENTRIC MANHOLE AGGREGATE TO BOTTOM OF PAVING BASE STAINLESS _,,,\_____\,____° 1- ROD OR TUBING +�f �: MATERIAL OR EQUAL TOP CONFIGURATION ROCK, PER GEOTECHNICAL REQUIREMENTS. STEEL PLATE\ UFT HANDLE DETAIL FRONT SIDE MAXIMUM OPENING d ; 4 d ""111111411211 �� OF GATE DETAIL OPTIONAL FLAT-TOP MANHOLE CONFIGURATION o $HEAR GATE ADS STORMTECH SC740 CHAMBER PAVING&BASE ROCK PER - 1- TYI, MANUFACTURED 8Y KENNEDY VALVE OR EQUAL g"�� GEOTECHNICAL REQUIREMENTS RESTRICTOR PLATE. ORIFICE NOT TO SCALE '., ,., SEE STD DWG # 110 CLEAN, CRUSHED AGGREGATE DRAIN RESTRICTOR PLATE ORIFICE WITH FOR MANHOLE FRAME ROCK(2" -3/4") COMPACTED AS WWI CATION NOTE; ORIFICE B & C (WHEN SPECIFIED) AND COVER A • - POSITION HOOD (SEE TABLE AND DETAIL) j a SPECIFIED BY STORMTECH SUCH THAT BOTTOM MANHOLE RING (12" MAX) r / ( ,r FLANGE IS MIN 2" . NOTES: • STANDARD `- \, - �/\ < __ ,iii„ , i i / , a C. ?�i i, . •.: , r; !i i f/:.-: .�. , (s! (! C `/ B INVERBELOW THE ORIFICE ORIFICE�� OVERFLOW SEE SNOUT DETAIL \ \//\ ,sig it.s liar.ftset ep.kot eya�e,,e,t s*�• ��id.0*.itis �AltI i.tt Attetsolest s,t etsAtksi+�,�,r.fr\/,\/,0\ 1. MANHOLE TO CONFORM WITH ASTM C-478, ASTM C-94, AND ASTM C-14. /- \/\/\,/\/\l : *.- ��•• .+•' +.- „- +,' .�:- _�•- *.- r. �.- �. +..,- :.-•'�,- r.- r. *. i�- *.� ':.- +: �.- +. +: �.- r.- •.- '�. ,t. \f\/\l`/ 2. ALL REINFORCEMENT SHALL BE GRADE 60. / MANHOLE RISERS , \\ \\ \\ \\ \\ •..-s�,,ohli .-s+t,'.�.,�„,!r,.-.�i,,ft,.,s,,.o�,,f<.:��,,�,. „.��s�.,f<,•.ft,,�{,.sts,•;+�:I,fi,,-.ft,.,it.,i,",,�t.,•.��,,\ \ \.\ ONE SNOUT MAY BE // \ .� .{t . e.� .i :j "/ \ ' USE FOR BOTH ORIFICE - 01111141 3. ALL CONCRETE SHALL HAVE A 28 DAY ULTIMATE STRENGTH OF 4,000 PSI. • .\/�\\/ f\\f\\/\ ��' �' �' /P•��`• • 'i •ee /\j` ORIFICE C AND B. B -�•.. 4. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. \/ \\\ • L�'-�:'r /\\�� I *,,' ,d •� • ,° IT MAY NEED BE 5. STEPS REQUIRED ON FLAT TOP MANHOLES OVER 4' DEEP. SEE MANHOLE STEP DETAIL. •. _� !\�\/\/\/\/�\ ~��..... 1"�, �% 185.45 TOP OF CHAMBER TWO SNOUTS AND r\ �er $ , • .4 6. STANDARD PRECAST BASE SLAB. VARIES - SEE PLAN - , , Revisions: / // // // //\ it „ / //\ OFF SET ORIFICES F� . k MANHOLE RAM-NEK JOINT \/\/\/\/\ \ lv� /\/\/ TO MEET PLAN O �N • \ \ \ \ \ \ -4► �r .Q- M • 1. 11 May 2018 7. CHANNELS SHALL BE 3/4-VERTICAL HEIGHT OF PIPE WITH A SMOOTH FINISH. �� MATERIAL OR EQUAL /\/\/�` \ - 1 5 // // / ELEVATION. \0. 1NSTAIIEn ON y 8. ALL PIPES ENTERING OR EXITING SHALL BE WATER TIGHT. 1.; \\ \/\�\\ \\ \\ \ '"`' 1 \\f\\/� BOTH SDES TVWD Comments Rev. ,� \/! �/ f/\ ,�*. / � „ /�/%\%\% SNOUT DETAIL t ORIFICE C A. !�► ' -a OF BAFFLE 9. 12 MINIMUM BETWEEN PIPE ACCESS HOLES INTO MANHOLE. DISTANCE MEASURED AT \rVf/�//%l// //�, /�, alt.0, 6 /%//%/j%v�iAA IE 182.95 ,f �� . (SEE s D 2. 25 May 2018 OUTSIDE OF MANHOLE OR PER MANUFACTURERS RECOMMENDATION. \, \ \\ \\ \\ �. �. �. \ \ \ \ a• DWG # 100) Plan Check Response 10. PIPE ACCESSES INTO MANHOLES SHALL BE PRE-FORMED OR CORE DRILLED. HOLE 4 • % , �, \ \, vrr,. / /) „,),,s / 182.45 \.\ \ \ \\ \, \\ \\ \\ \\ \ \ /\��\\\\�*,�`` ORIFICE B -4.--.... SHEAR GATE 3. 15 June 2018 SIZE TO EQUAL PIPE O.D. PLUS MANHOLE WALL THICKNESS. PROPEX GEOTEX 601 .,..>.�/�j%//,//��\,�// / / //� �\,�i/�\�• FLOW CONTROL STRUCTURE TABLE UFT HANDLE • 6" / ,, NON-WOVEN SEPARATION \\� \\ \\ \\ \ \�\ ( ) : ; 8' SHEAR GATE 1 GEOSYNTHETIC //,/�,„ 4//'/\�\ Diameter Of Manhole In. 96" SEE DETAIL -/�� TVFR Comments TWO LAYERS OF WOVEN GEOTEXTILE PLACED F.L. (In) 182.60 • •1% 4: " SC-740 END CAP ON BASE AGGREGATE, EXTEND 12" BEYOND F.L. (Out) 182.60 BAFFLE I .-T- EDGE OF CHAMBERS, LAP 18" DOWNSTREAM. WALL . , / 51" , Outlet Pipe Diameter (In.) 15" P.4.7 ...,\. ' 6.5 6" J / SLOPE: /12"/ „/ ADS 315 ST OR APPROVED EQUAL. Number Of Orifice 2 a ft:0V 2 /� XI 2 Orifice A Elevation 180.60 / �� r a 4 I Diameter Of Orifice A (In.) 8.5" RESTRICTOR - --- STANDARD M.H. RUNGS ! v :'' 'I �Orifice 8 Elevation 183.91 .. PLATE TOABLE N • like A . RIFICE , 12" 0/C LOCATED ON ` • Diameter Of Orifice 8 (In.) 5.3.. AND DETAIL) Elevation VERT. SIDE OF MANHOLE, ; `• Orifice CElevation - -r• MILDREN DESIGN GROUP P.C., 2018 + WITHIN 24" OF COVER a Diameter Of Orifice C (In) - 4 4 ALL RIGHTS RESERVED b ° �--� Dia.-See Table AND FLOOR • .• jd' " •� . • " • ", ° ° • THESE DRAWINGS ARE THE PROPERTY OF 6" MIN, ° ° ° ° #' SC-740 TYPICAL CROSS-SECTION Overflow Elevation 184.87 O 4 '' O ISOMETRIC CUTAWAY • MILDREN DESIGN GROUP, P.C., AND ARE ,.-74� O a O O O O O THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO ':= '"t' Rim Elevation 190.50 NOT TO BE USED OR REPRODUCED IN ANY 0 0 0 0 « • O ° O C• ° O O° O°0 O 0 O°O O O O O M CONSTRUCTION.RIS THE ULTIMATERESPONSIAILITVOFTHEDESIGN SIO �T,ICIT SCALE: NTS NT5 O O • ° 00 0 0 00 0 0 0 0 0 0 0 0 O 0 0 0 00 ENGINEER TO ENSURE THAT THE PRODUCTIS)DEPICTED AND ALL = '.; ,. '' MANNER, EXCEPT WITH THE PRIOR WRITTEN °, O p O o o O ° ° °0 0 ° ° e °0 0 .. 0 0 • ASSOCWTEDDETAILS MEET ALL APPUCABLELAWS,REGULATIONS,AND '>c;$- -,i, sues;,-nceSte me» 'Ma yemen�t�" DATE: 2018-02-27 PERMISSION OF MILDREN DESIGN GROUP. P.C. • q O O O ° • O ° o , O O ° °0 ° ° o xvru ce_00EO Ge$YSTEIa,0 C. PROJECT REQUIREMENTS. « O C'° O O ° a ° 0•° o° 0'O 0 0° °'O O C! 0 ; 70 INWOCC4 ROAD,SUITE 3 I ROCKY HILL,CT 06067 DRAWN BY: 0 O 0 0 O O p 0 0 0 0 o 0 PHONE'888-892-2694 I FAX 866.328.8407 0 0 o O ° ° 6" OF 3/4 O COMPACTED WWW STORMTECH.COM I CHECKED: FLOW CONTROL STRUCTURE Date: 01 May 2018 CRUSHED AGGREGATE Drawn by: Checked by: DETAIL Cle�tnW�r S�nc�s STANDARD MANHOLE DETENTION SYSTEM CROSS SECTION DRAWING NO. 270 REVISED 02-17 0NOT TO SCALE NOT TO SCALE TMR Job Number: 17260 i Sheet Permit Submittal - May 2018 C4 ' -- - • 0 / _ --„, (1. / / / d / / MILDREN DESIGN GROUP,P.C. \ So A... .s.7. CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL ARCHITECTURE .1 SPACE PLANNING ...4, -.w„. x,,...._ c / ct 7650Tig aSr.dW, O. Br eegvoenl a9n7d2, Suite23-8691220 • N"\--<<.....,, lipppd11/1? ,.9 0 \ 4 ,....., ir AC PAVEMENT REPLACEMENT. Voice: 503-244-0552 -.) . v.. SEE NOTE 4. / iiik. .2r SO Fax: 503-244-0417 ,-_-- ----- 12" MIN. SEE NOTE 4. -..,... •••,.. MOUND EXCESS MATERIAL TO ALLOW ---1 4- •••,.. „ --....„, SAWCUT CLEAN EDGE FOR , Jr % FOR SETTLEMENT. CONTRACTOR k SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. .4. / I ,...„ , TO PRE-EXISTING CONDITIONS. NDPAVEMENT l.. JOIN T ' .A•__ Z 0 EXISTING . vil---,4. ....\„.„,....... IRON-BODIED GV PER 1VWD EXISTING Lux .,,i . '''.......''''''''..."--....„...„,,,...,..... • -..,.., 4. ..,,,. ..„„, 411%p , DETAIL 605. REMOVE (E) GROUNDT.M. RIPPEY 1--- v) Alb/ WATERLINE TO THE SOUTH. --....,... [AC ....,,,,... sp / \ s/ I, CONSULTING ENGINEERS WATERLINE /_,.. DETECTABLE WARNING • </// '.`..,:tkaliwA-.:14,`...e..\'7'1,..., _ _ ..., to,irtly:Vtzt.:4:1:10.•;. ROADWAY EASEMENT .'- .. 4.1110,**.%. TAPE FOR PIPE DIA. >12" • \/ -14. eo'Yitiiiiili BASE cc 7650 SW Beveland, Suite 100 4•%0, ---.....z .-----,.....)( . . ,,,...4„.., .. . . \ ., ...4„.rii..44..:.4t.,. > Tigard,Oregon 97223 PA* qi" CLASS "A 40 ii,•/, PI .....„ , ss-A.,.,...',E„, %.4.1..i. / CLASS "B" 3/4"-0" Fax: (503)443-3700 LINE 14.71,/ 41. -'• * - TVWD TO INSTALL 1.5" DOMESTIC METER / 4f.tx, -1,.A ' N Vire Sairr:Or:I\ GRANULAR BACKFILL ., .., TRACER VVIRE FOR ....... ____ 2 / A,,•,,Nab„ibr-,•r-427:-. dr igrAlbyt PER 1WID 62y-cDomslAr ..,..-. .,..,.:-.4 /0 lys „ , CONTRACTOR TO COORDINATE WITH 1VWD. PIPE DIA. >12" 440.0ili!ilii\ <12- , ' I PROre . ss „/„.„,.......„„.., ,, \ ,.. , PIPE - .---...../ ---•-• \/\ i N.4. /' , PUBLIC WATE ' ZONE 2 iff:/ 'It< \PIPE I 10D • . c..__ 44 'cv 15504 4' -7' At- ".....„... vz N : 0...„..,. dtv•-.- ---A- EMENT 8" DCDA IN VAULT PER 1VWD Jr ....,. 6'' PIPE BASE o• 1:42''' -1,1:00,r x ' • A\ \ ,\ --)/' ,,,\\ N. ksq ..• 04. PIPE v" 1 ,,,.. '1" 25. • ,Z. 0. „ , • 11x6 COALESCING PLATE 11110111146, 4"..,......... .."1 TYP. 0 - TYP. 'Ili'L. K 09(3 OIL-WATER SEPARATOR "'"*".• _.,...- P." . SS ',...,... 4 24" MIN. I EXPIRES: 6/30/19 8" FW LINE -.....„ ...,, 4- ••. NOTES: . • 2" OW LINE 14* ....„... Q 4. 1. PIPE ZONE MATERIAL SHALL BE 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL -....,.. . 4. COMPACTED TO 95% OF AASHTO T-99. , -......._ . 4.... * Ss - < 42 --,,,, • c) • .r. 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND Client: , . i REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO ilk %. . . T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). JLR Q. NOTE: SEE CITY OF TIGARD CONSTRUCTION , 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED SEQUENCING NOTES ON SHEET CO. AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. ccD Ss 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE -7 ----s-s.-',...... ........„.... JURISDICTIONAL REQUIREMENTS. *, Ss 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE // ;::) ----.„...,.. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 720 NE Grand Ave. PUBLIC WDATE: 3/1/2018ATER CONNECTION DETAIL Tualatin Valley Water District DESIGNED:KLS Portland, Oregon 97232 . k ... TYPICAL DETAIL tr" '11-1-:ftempla zi 4,.., APPROVED:NWA SCALE: 1" = 10' TRENCH BACKFILL 1850 SW 170th Ave. Beaverton,OR 97003 www.tvwd.org 201 (503)848-3000 SCALE:NONE Project: New Building STORMFILTER DESIGN TABLE INLET BAY TRANSFER HOLE AND COVER •THE 8'x 11'PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA - #4 REBAR AT 12" 0.C. 1 ISPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. •THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET(AS SHOWN)OR RIGHT INLET CONFIGURATION. EACH WAY (TYP) •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. I I I I I_ --1 ,,,,,:v ,/ ., /: . .. . I 3, ". MIN::/..17E.,A,.i R.,, , .7\/i,:/ , CARTRIDGE HEIGHT 27" 18" LOW DROP -I I.- SYSTEM HYDRAULIC DROP(H-REQ'D.MIN.) 3.05' 2.3' 1.8' 10125 SW Washington Sq. Rd. • • HEIGHT OF WEIR(W) 2.25' (TYPICAL-ALL BARS) Portland, Oregon 97223 TREATMENT BY MEDIA SURFACE AREA 2 /ft2 2 gpm/ft2 1 1 gpm/ft2 2 ift2 CARTRIDGE FLOW RATE(gpm) 22.5 11.2 15 7.5 10 5 • ,_,. ..'" ' ;, \\: _ ALTERNATE PIPE LOCATION , . Sheet Title: * ..;. .'.' '..'-. ...... '': ' -: . ''1... /,".' 12' MIN. 63 SITE SPECIFIC '? :•• --; --. T.--r:;--7;i . : ...-; - . DATA REQUIREMENTS ,1\1 OM. PIPE OD Site Details - STRUCTURE ID VA3U.LoT3#1 \/, _/\ :', :..':2'. ' ." ' - '' ,• i - t, \\'' 2" MIN. WATER QUALITY FLOW RATE(cfs) .030 -,/ 1 '"%1-Pc--:-.::::.:f3N•, 3....c4titit... / :*3.4iiiitittieifiEneSS:Z4* N A•/ :=2.181 #OF CARTRIDGES REQUIRED 11 , \'N.,NN, '' N I I I IIA - I\--- CARTRIDGE FLOW RATE 15 gpm '. SECTION ___ !, - 0 CONTECH ta II MEDIA TYPE(CSF,PERLITE,ZPG) PERLITE I I STORMFILTER 1 .....„,...• ww.contechES.com 2.:..., 21.14Srszitir;a-F.E'S' I PIPE DATA: I.E. MATERIAL DIAMETER J______I. CARTRIDGE VIRWSIESSESMS.MIEW INLET PIPE 182.55 PVC 15' • FILTRATION BAY Iii:XIMSiS*~ EBAA 1100SDB MID SPAN , N.c):IiiiiiW. OUTLET PIPE 180.25 PVC 15" /V‘ '`- RESTRAINT (2) REQUIRED . INLET BAY RIM ELEVATION I 190.75 NO JOINTS ALLOWED (1142 ) -. . , . „. FILTER BAY RIM ELEVATION I 190.753 ' ,",, 3500 PSI (MINIMUM) PLAN ANTI-FLOTATION BALLAST I WIDTH I HEIGHT /,k ,\!. <\ / / -,/\cONCRETE ' I - - -,e',‘ ‘'12" MI NOTES/SPECIAL REQUIREMENTS: sY ., , „iv,/ ,,,,,, ., .,.., _....z ,...,.., ,..,. s, ., ., s .:. /A_____ FRAME AND COVER perT • I (DIAMETER VARIES) Q . Revisions: a FRAME AND ? lial d 1. 11 May 2018 COVER(TYP OF 2) N.T.S. - --•-• 24" MIN. ' ' TVWD Comments Rev. /SEPARATION WALL GRADE RINGS/RISERS -7-\„.7c\.,X,,5\7/7\ :;•,,, All-: .„-V-4-7.77.`,/r7,.'7,7 7.5.s, • (TYP OF 2)N„.„, rA1/,'<,./\ 4 '` '''' • `,<2/ /\\XV, ,>12 MIN,614 , / \ V,,,\•,,,,,,2N/X 2. 25 May 2018 , , Plan Check Response • . ‘N\ r . -% 'sy••••.,t7,, .,. „ „<s,-/, /K • /\/\,, #4 REBAR 12" O.G. , • i , i , I PERFORMANCE§pECIFI9ATION 3. 15 June 2018 I FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA \ >7:/V.>„O\\: EACH WAY (TYPICAL) INLET PIPE EL-_ Irt i y STEPS DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. //,,,A \18 \ ' /.\\ TVFR Comments SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE NO DIGGING WITHIN 10' N\.\ ,•ft*,<, .,••'• MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA(MAXIMUM). POUR CONCRETE AGAINST WEIR WALL I e--• Z GENERAL NOTES UNDISTURBED NATIVE SOIL ,ti, \,,,,,,, 1 7;,.--'-', zo 1 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 1I 1(•-..N\\\ Z. MARKED? 2. DIMENSIONS WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 1PLAN `,.._. ,....,/s__ ' in 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH 4. RC°UCrnTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN NOTE: I I I THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. '' CONCRETE STRADDLE E3LOCKS FOR 12" AND LARGER WATER MAINS SHALL BE , 1 I I I ISTORMFILTER REPRESENTATIVE.WATEwwwR Q6CAonutryechsETS I II 5. STRUCTURE SHALL MEET AASHTO####LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR I / fai I_ BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. DESIGNED AND STAMPED BY THE PROJECT ENGINEER OF RECORD. PROVIDE F - L._ CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. CALCULATIONS FOR REVIEW AND APPROVAL. MILDREN DESIGN GROUP P.C., 2018 L - ...,17"I 'lli,". ....... .......i - - - I,,,, INSTALLATION NOTES 2. USE 2" OFFSET OR MANUFACTURER RECOMMENDATION FOR MID-SPAN ALL RIGHTS RESERVED(Q.) A. BASEROCK DEPTH TO BE 6"OF 1"-0"COMPACTED CRUSHED AGGREGATE ON COMPACTED SUBGRADE. RESTRAINIT. THESE DRAWINGS ARE THE PROPERTY OF 'c-iirt B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER OUTLET PIPE STORMFILTER...,..J STRUCTURE(LIFTING CLUTCHES PROVIDED). 3. TIE REBAR TO ITSELF TO HOLD FORM. MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY FLOW KIT SEE INSTALLATION C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 4. WRAP RESTRAINTS WITH 1 LAYER OF V_BIO® POLYETHYLENE ENCASEMENT MANNER, EXCEPT WITH THE PRIOR WRITTEN CARTRIDGE NOTE A D. CONTRACTOR TO PROVIDE,INSTALL AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. PERMISSION OF MILDREN DESIGN GROUP. P.C. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. PRIOR TO POURING CONCRETE. EXTEND IDE WRAP A IviINIIVIUIvi OF 6" 13EYOND ELEVATION F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER VVHEN THE SYSTEM IS BROUGHT ONLINE. RESTRAINTS. SECURE TO PIPE WITH 10 MIL PVC PIPE WRAP TAPE. • Date 01 May 2018 • CO NTECHTHE STORM MANAGEMENT STORMFILTER Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 Drawn by: Checked by:. . ., ._ Ai 8' x 11' PEAK DIVERSION STORMFILTER kezersz .......a. w.,51. DETAIL APPROVED:NWA STRADDLE BLOCK S?:)rryfirter 11815 NE Glenn Widing Drive,Portland,OR 97220 STANDARD DETAIL 1850 SW 170th Ave. Beaverton,OR 97003 304 800-548-4687 503-240-3393 800-561-1271 FAX (503)848-3000 www.tvwd.org SCALE:NONE TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4. 1 MILDREN DESIGN GROUP,P.C. I III HYDRANT BEHIND CURBTIGHT SIDEWALK ARCHITECTURE • SPACE PLANNING LIMIT OF REQUIRED 7650 S.W. Beveland, Suite 120 0 0 FINISHED GRADE 18" MIN CLEAR ZONE •� 0 0 �� - 24" MAX Tigard, Oregon 97223-8692 __ i1 0 FIRE HYDRANT �' Voice: 503-244-0552 1. ,.,;. � [BREAK FLANGE I 0 MIN. 18" MIN /0 0 /- Fax: 503-244 0417 a ••. 4.; ' flat, 2 MAX. \T\- ,-,,z t \ \ .q -_ti- "' . .. 1..0,-,Wil., .l' -, . .� - try • ...._, __.... iti ti t /40 il, V ' ,441\ Sr/.7444'.<&,r)\'4 i s,\;'/- ?.St:'." .... 1 ‘2144,-\•\.-\ \•!:•:t.\-•-.:.-' ' 1.‘/A \ / \ \,/ /s\* - 4 -' '`-•-•""ti - ,7,.. _600.:.,:difitili. , ...,' . 5 "Ii AV Mow' 5 1M Ki 1.: : )14 r: ) (::>'" ,,,. -- boil I _ ' �r, ,; % i _� i T.M. RIPPEY KEYNOTES: :�� ..\fir i. � i ' .f `�--' _ `y'• CONSULTING ENGINEERS A. VALVE (TYP) j10 ,It! \.� ,, ., _ �:. _----- ----- - .. - -' A.1. MJ GATE VALVES 8" AND SMALLER. ;��i �i�!i + ' �,, 6" CLASS 52 DI PIPE 11011110,'A . 4: % //r. i f i� "'i' /ft.--10.e. ,• -- ....,�._-_.. --______ __..M_ i.t^..,•ail< .ka, .1 18"-24" , A.2. MJ BUTTERFLY VALVES 10" AND LARGER. `� :,� # ;IOW?+ ;_.1f,ei •- ',I4,•-r- =- • _ . +•: 7650 SW Beveland Suite 100 •< 1111,, fie,. /> \ - / !A- •- '��r*0;t OR COMPLY WITH Tigard, Oregon 97223 A.3. VALVE SIZE SHALL MATCH MAINLINE SIZE. 4-911=1,08011.40 �� f-��t<�` i•• � :.41� 0 �-i- LOCAL JURISDICT#ON CURB FACE OR EDGE A.4. ALL JOINTS SHALL BE RESTRAINED. ��i�li�a�=l,'ii !011/4�a Phone: (503}443-3900 A.5. SEE DETAIL 402 FOR VALVE BOX REQUIREMENTS. MVP� r !"�t;-vte'i►. HYDRANT IN PLANTER STRIP OF STREET. Fax: (503)443-3700 .,s " „ ! ��li� *fi �lti � *i' 1$ MIN -•+ 10 10' }- B. 18 -24 DI TYP. i 'i : - - - : •!t- " ar^ v' ,,��h I_ -,j - i...f;O 4ts 24" MAX C. MJ TEE. ` > ! i� 18" MIN i-BREAK FLANGE D. MJCROSS. � II i !ia • D af. ♦t• i © �' �G x NA. /c9 »'_ !,.. , -.A r i�t !i�•� *' _.:_.... .•_.. ... _• • , •.r�, �, ,, 'w 15504 .' 'L 02 r/� 6 MIN • s„4,0 $.464044-*--,•: .74.4pi • ice'/' f { t • ..i. .- --. f TYP s ` it1• 01 t. it ft.fis-W • i-, ,� =:._/�\`� \s s„,,,,I,:.s:•=s=�=� • `\- -\- ' ' • , 11`..00; ;46;,'" - - % 4.,.,. KEYNOTES: /� /i, /� /.: /� /,: /..f/..//A/i..//�/// .., /, --v--- �"" 0: ON 18"-24" A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" KEYNOTES: NOTES: y�Y 25 " CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS OF 1. THE CLEAR ZONE PROHIBITS THE FOLLOWING: 4- , OGS OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. A. VALVE BOX ASSEMBLY PER DETAIL 402. E. 12"X12"X8" CONCRETE PIER BLOCK ''L KOR 4"NLY: PROVIDE 4" • VEHICLE PARKING 01191711101iill I •i ! B. UNPAVED COMPACTEDREAS 1"0'O CRUSHED ROCK. PADCK SHAOLLCRETE PAD EXTND OF OA ER MIN MUM OF 6" B. 6" GATE VALVE. WRAP TEE, VALVE, ON UND#STUBBED NATIVE SOIL. • FENCES I EXPIRES: 6/30/19 I „ • TREES AND PIPE TO THE FOOT VALVE WITH 3 F. 1-1/2 CLEAN DRAIN ROCK AROUND VALVE BOXES. REINFORCE CONCRETE WITH #4 REBAR MAX 12" O.C. • LARGE BUSHES • CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND LAYERS OF V-B10 POLYETHYLENE POCKET. 4CUBIC FEET MINIMUM. • RETAINING WALLS OENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6" ABOVE HYDRANT DRAIN PENETRATIONS. EXTEND PE WRAP A MINIMUM OF 6" OPENING. WRAP WITH GEOTEXTILE • ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF • C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. BEYOND TEE. SECURE TO PIPE WITH 10 FABRIC PER TVWD STANDARDS. THE FIRE HYDRANT. Client: D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM MIL PVC PIPE WRAP TAPE. SEE DETAIL 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: 11`'�� FINISHED GRADE. SEE DETAIL 403. 301. DO NOT WRAP HYDRANT BARREL G. MAINTAIN MINIMUM CLEAR SPACE N • LAWN GRASS am • E. WRAP VALVE WITH V-BIOS POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL ALL DIRECTIONS PER DETAIL 503. • MULCH JLR NOTES: PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND C. TEE. NEW CONSTRUCTION TEE SHALL PLACEMENT OF CONCRETE AROUND BARK DUST 800' MAX. 1. VALVES SHALL BE INSTALLED PER DETAIL 402. SECURE TO PIPE WITH 10 MIL PVC TAPE. SEE DETAIL 301. BE MJ X MJ X FLG. CONNECTIONS TO HYDRANTS IS PROHIBITED. • GROUND COVER .IPF. VALVES 8 AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10 AND EXISTING MAINS SHALL BE TAPPING TEE 2. ALL VALVES SHALL BE WRAPPED IN POLYETHYLENE ., " LOW PLANTINGS PER DETAIL 302 THRUST BLOCK H. FOLLOW MANUFACTURER i _- PER DETAIL 402. DUCTILE IRON PIPE AND FITTINGS HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND • SHALL BE WRAPPED IN POLYETHYLENE WHEN LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR REQUIRED ONLY FOR TAPPING TEE. RECOMMENDATIONS FOR BURY LINE COVER BE DAMAGED WHEN THE HYDRANT IS USED OR [O REQUIRED. BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. AND BREAK FLANGE MAX AND MN. MAINTAINED.COULDU. . .. G. 2" SQUARE OPERATING NUT. D. MECHANICAL JOINT WITH GRIP 3. THE CONTRACTOR SHALL INSTALL A BLUE REFLECTOR BUTTON FOR THE 3. BUTTERFLY VALVE OPERATOR NUTS SHALL BE " ,. FOLLOWER. ALL JOINTS IN HYDRANT I. NO RISER KITS ON NEW HYDRANT I ORIENTED ON THE NORTH OR EAST SIDE OF THE H. 8x6 PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE ASSEMBLY SHALL BE FULLY INSTALLATIONS. FIRE DEPARTMENT AFTER FINAL LIFT OF AC PAVEMENT IS PLACED. MAIN PVC CEMENT. RESTRAINED. I. COMPACTED ROCK. 720 NE Grand Ave. Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 y DATE: 3/1/2018 Tualatin Valley Water District DESIGNED:KLS DATE:3/1/2018 DATE: 311/2018 Tualatin Valle Water Distract DESIGNED:KLS Tualatin Valley Water District DESIGNED:KLSPortland, Oregon 97232 4..... s '` TYPICAL WATER VALVE DETAIL ( •� > DETAIL ( '` FIRE HYDRANT STANDARD DETAIL 44=40 FIRE HYDRANT CLEAR DETAIL air„ APPROVED:NWA ` �►,..• '1APPROVED:NWA TYPICAL VALVE SETTING rnk .� APPROVED:NWA ,,.• APPROVED:NWA i� OR 97006 LOCATION /� 01 1850 SW 170th Ave. Beaverton,OR 97003 402 1850 SW 170th Ave. Beaverton,OR 97003 INSTALLATION 1850 SW 170th Ave. Beaverton,OR 97003 ZONE ,(,�J 1850 SW 170th Ave. Beaverton, SCALE:NONE `t V SCALE:NONE SCALE:NONE 502 SCALE:NONE (503)642-1511 www.tvwd.org (503)848-3000 www.tvwd.org (503)848-3000 www.tvwd.org (503)848-3000 www.tvwd.org Project: I ■ I New Building Y , NOTE MEGA FLANGE 2" GATE VALVE �;;�' LADDER' - - - (� �) ` COUPLING ADAPTOR SEE NOTE 4. INSTALLATION MUST COMPLY �'� I MID-SPAN sr •--•-.,..• " i# • i THRUST 3'-6" DOUBLE CHECK VALVE Ii WITH ALL CURRENT OSHA STANDARDS. - - + RESTRAINT ( SEE NOTE 1 -' �■„�� il. lir4 " _�-WJ_ LOT TO BE ,. ;; - FLOW !; �t itipt� -�' i 10125 SW Washington Sq. Rd.z ' ] SERVED 40 SIN. II /� }LLI % I '` �` �'"'` Portland, Oregon 97223 z IIM =J - - PROPERTY LINE l i ' "' I IPE CC r >- L�____ 12" MAX. TO ._.._- SPOOL FLGxPE 6"^..r 5EX MIN OUT OTEND F VA4LTN PT0 LAJ <ILATH ON PROP. , SEE NOTE 2 MIN ►- �� TOP RUNG _ �,. PROTECT FROM BREAKING SIDEWALK LINE AT PDE. O DETECTQR FOR DUE TO VAULT SETTLEMENT. Sheet Title: � t+- -�� FIRE LINES ONLY 0.j,--__.....,- - SEE NOTE 1. - ``may -- 0I �,. -SUMP PUMP OR _/ i.,- •� DRAIN PER DETAIL 702 ! .c PROPERTY LINE AND =� PROPERTY CORNER. 7" MIN. ; 0I ` -�j) LADDER MEETING OSHA ,. r� i LOT NUMBERS MARKED SEE NOTES 2 AND 3. >-- '' j--- ( REQUIREMENTS �J7 1-- �`.� Site Details 1 ON FACE OF CURB. E' 15"� \15"• PLAN VIEW SEE DETAIL 701 AND t"' SEE NOTE 1. PUBLIC UTILITY_ SPECIFICATIONS PLAN EASEMENT MIN �t MIN WRAP SERVICE PLAN J = 3" MIN��Y T--V l0 DRAIN TO CURB OR LINE MIN. 3' WITH p, 3" MIN;��6 MAX I L-- DAYLIGHT � 10-MIL PVC TAPE r-'`"'� 0 6" MAX c GROUND UNE ' /�\/ �1 %r' SEE DETAIL 301 , . ' 0- •a .;.....,.,...........-.- .. �. Imo: �t., �..��'� 30 MIN. CLEAR sNi'VW0t 3" MIN /�' "" DISTANCE TO ANY k- f CLEARANCE ON 1\`y_�i = OPENED OS&Y0 'I'-s'," /` ISOLATION BALL VALVE OBSTRUCTION - VALVE c - SEE NOTE 5 MEGA FLANGE ��fl - _ ----16'-- TO 0PER DETAISTRAQD304LE BLTYPOCK 1 COUPLING ADAPTOR \ N ( ) - INLINE CHECK VALVE METER BOX AND SERVICE PER CURRENT0 •' "-" 2" DOUBLE STRAP INSTALLATION BY TVWD II PLUMBING CODE - 111111-'7-41 - .. liiii - ,r W . ' , mi ` . lig\ 'AlRevisions: TAPPING SADDLE OR LINE SIZE X2" I0 FLo .12" MIN. .... �� :::$4,14.1.1:4:14,144:4:4:417,14 ) �� • Ilr 1`1111� 1. 11 May 2018 TEE METER 4' r -, i I CONCRETE BALLAST a,. isi RODENT TVWD Comments Rev, '" '' •'" "� `� •� `' `' � SEE NOTE 3 �� „�,+ .. SCREEN 2. 25 May 2018 2" IRON BODY - a pa Vc a Wil•:.„,a,#..y.,'+a, .T..a:• •'� 2 ��, F ( i's�`:'.., '.. k.a •••:v•'•.o• "- � ''• • 1 t . � •, its 't.- MIN. •., • a; . a;GATE VALVE ., .. :. ;; , .. . :�.::. ::..:.. _ •.. . !!! `. � `-`• �, 0 •:�` _ � Plan Check Response THREADED #/��1#;III • ,• F �? 18 - �t 15" MIN DEPTH :*'..,'...e .. VALVE, .:.*'a:�,w a •:•'a, a: !rya. :•.,.i,'zaf:,,• .t.•�.- ,.�•„A«=.f r.��:•.1.�. !,;li. �.. lil ' " - 9 3. 15 June 2018 3/4"-1 � �i:. p/ a ELEVATION0 CRUSHED ROCK FOR "4�;;..! ,•„•,.,•„•,,•„•,•• ,• !!, ,,•,,,•„y,S•,,_•s•,,.e,siZr`"'•"`!' DRAIN TO DAYLIGHT OR TVFR Comments I SIDE VIEW FRONT VIEW KEYNOTES: G. DRAIN TO CURB OR OTHER LOCATION WITH DRAINAGE. tea=�}••�:;;•!j*��,�},�3�:�•sffsl`•• 1 sl•�f WV/f" �','�v3;�'�, PROVIDE 1/3-HORSEPOWER ELEVATION A. LOCATE SUMP PUMP AWAY FROMSTAINLESS STEELSEE DETAIL 7FORSUPUMP. NOTES: PIPING AND DEVICES. DISTRICT APPROVAL, 6" DEPTH 3/4"-0" ELEVATION SUMP DETAILS.2 H. RODENT SCREEN CRUSHED ROCK 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY B. DRAIN LID CHANNEL TO DAYLIGHT. I. 3/4"-1" CRUSHED ROCK FILL, NO FINES. COMPACTED TO 957 LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPERS SURVEYOR SHALL ALSO MARK KEYNOTES: C. SUMP PUMP DISCHARGE PIPING TO CONTRACTOR SHALL PROTECT ALL PIPE, MAX DENSITY THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40" ABOVE THE TOP RUNG OF DISCHARGE LOCATION PER PLAN. VALVES, METERS, DEVICES, ETC. WHILE 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER THE LADDER. D. ISOLATION BALL VALVE PLACING ROCK, NOTES' ' 1. REFER TO OAR'S FOR ALL CLEARANCES AND SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE B. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLESS E. INLINE CHECK VALVE J. MANUFACTURE GRATE WITH CUTOUT FOR UTILITY BILCO TO OHA FOR LIST OF APPROVED ASSEMBLIES PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 7" F. 18" T & G OR B & S ROUND CATCH SIZE VAULT * DOOR * MILDREN DESIGN GROUP P.C., 2018 STEEL HARDWARE AS SHOWN. OF RUNG MUST BE SET FROM FACE OF SURFACE DISCHARGE PIPING. GRATE SHALL BE 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF BEHIND RUNG. LADDER SHALL BE ON THE SIDE ADJACENT TO THE DOOR HINGE. BASIN WITH FABRICATED GRATE, REMOVABLE WITHOUT DISASSEMBLY OF 3 660-WA J-5AL WITH NON SHRINK GROUT ALL RIGHTS RESERVED A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICESC. PROVIDE 15" MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER Q. GALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. 4 577-WA J-5AL 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU THESE DRAWINGS ARE THE PROPERTY OF I AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT D. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT-DIPPED PROVIDE 6 - 1" MILDREN DESIGN GROUP, P.C., AND ARE HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER 6 676-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING NOT TO BE USED OR REPRODUCED IN ANY LOCATION. GALVANIZED AFTER FABRICATION. AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP. 8 687-WA JD-3AL OR HIGH GROUND WATER EXIST MANNER, EXCEPT WITH THE PRIOR WRITTEN • PERMISSION OF MILDREN DESIGN GROUP. P.C. 4. PLACE BACKFLOW ASSEMBLY AS CLOSE TO METER AS POSSIBLE. ADHERE TO LOCAL E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE VAULT. WRAP WITH FILTER FABRIC SECURE POWER CORD TO SUMP PUMP 10 5106-LA JD-3AL 4. THRUST BLOCK 1 -0" MIN THICKNESS ISOLATION REQUIREMENTS. PER THE MANUFACTURERS RECOMMENDATIONS. TO KEEP GRAVEL OUT OF SUMP. DISCHARGE PIPING WITH NYLON CABLE TIES. * "OR EQUAL" 5. FOR USE ON FIRE SERVICE LINE. Date: 01 May 2018 Tualatin Valle Water District DESIGNED:KLS 1-1/2" & 2" METER DATE: 3/1/2018 Tualatin Valle Water District DESIGNED:KLS DATE: 3/1!201$ DESIGNED:KLS DATE:3/1/2018 DESIGNED:KLS DOUBLE CHECK VALVE DATE:3/1/2018 Drawn b : Checked b : Valley y Tualatin Valley Water District Tualatin Valley Water District y y r = .. INSTALLATION WITH DETAIL > VAULT LADDER DETAIL 161/4,011."1"1",....77 > "'- DETAIL r •+ ASSEMBLY DETAIL 9r,^ APPROVED:NWA BACKFLOW PREVENTION k '2o-^ APPROVED:NWA INSTALLATION ", '�'^ APPROVED:NWA SUMP PUMP INSTALLATION << "�� APPROVED:NWA OR DOUBLE CHECK 1850 SW 170th Ave. Beaverton,OR 97003 1850 SW 170th Ave. Beaverton,OR 97003 7 1850 SW 170th Ave. Beaverton,OR 97003 1850 SW 170th Ave. Beaverton,OR 97003801 (503)848-3000 www.tvwd.org SCALE:NONE DEVICE 605 (503)848-3000 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org SCALE:NONE �� (503)848-3000 www.tvwd.org SCALE:NONE DETECTOR ASSEMBLY TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4.2 //IL.... ...., MILDREN DESIGN GROUP, P.C. ESC PLAN FOR SITES I TO 5 ACRES ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 / PROJECT TEAM NARRATIVE DESCRIPTIONS 1MI\ ' Sw EXISTING SITE CONDITIONS T.M. RIPPEY iv ,_ , � kis, OWNER 1 APPLICANT CIVIL ENGINEER SURVEYOR TAX LOTS 100 & 101: EXISTING COMMERCIAL PROPERTY WITH TWO BUILDINGS. EXISTING PAVED PARKING, LANDSCAPING & CONSULTING ENGINEERS �, �_ r Diy DON RASMUSSEN COMPANY TM RIPPEY CONSULTING ENGINEERS WH PACIFIC UTILITIES ASSOCIATED WITH EXISTING COMMERCIAL BUSINESS. /r_t_t-7 - SQ R� CONTACT: GREG RASMUSSEN CONTACT: KARL KOROCH, PE CONTACT: MATT SIMPSON 7650 SW Beveland, Suite 100 � 720 NE GRAND AVENUE 7650 SW BEV9ELAND ST, SUITE 100 9755 SW BARNES RD, STE 300 DEVELOPED CONDITIONS Tigard, Oregon 97223 PORTLAND, OR 97232 TIGARD, OR 97223 PORTLAND, OR 97225 TAX LOT 100: ONE BUILDING (EXISTING RESTAURANT) TO REMAIN WITH EXISTING PAVED AUTO PARKING, LANDSCAPING AND g ! PHONE: 503 230 7700 PHONE: 503 443 3900 PHONE: 503 626 0455 ASSOCIATED UTILITIES. Phone: (503) 443-3900 \ _ �� _I EXISTING Fax: (503) 443-3700 '-ry I xi ADJACENT TAX LOT 101: TWO BUILDINGS, PAVED AUTO PARKING, LANDSCAPING, AND APPLICABLE UTILITIES ASSOCIATED WITH FULL N [- >'' 1 '�' r BUILDING ♦ � ,f DEVELOPMENT OF THE SITE. STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES Ni / .6 1� 74t,:„` .. NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE PROPOSED PROJECT SITE • �\ ro� * MASS GRADING: MAY 2018 �_�.D PROiit " z...:.7* \ 0ic - 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP. FAILURE TO 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION UTILITY INSTALLATION: MAY-AUGUST 2018 `� I N4, /� • IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT * BUILDING CONSTRUCTION: MAY-DECEMBER 2018 w, 15504 �4. y THE ESOP IS A VIOLATION OF THE PERMIT. RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING * FINAL STABILIZATION: DECEMBER 2018 �- ! m TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. z 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS c� FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, TOTAL SITE AREA = 315,381 SF = 7.24 ACRES (TAX LOTS 100, 101} C7o or OR H UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, ��y 2s,��g �'Y _ 1 FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT TOTAL DISTURBED AREA = 212,388 SF = 4.87 ACRES �r G 217 >>T� LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN SRL KORO 7e' / 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET SITE SOIL CLASSIFICATION SSCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A 1 ALOHA SILT LOAM (0-3% SLOPES) 1 EXPIRES: 6/30/19 I NECESSARY REVISION TO DEQ OR AGENT. SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT 13 COVE SILTY CLAY LOAM (0-1% SLOPES) SITE MAP SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. 458 WOODBURN SILT LOAM (3-7% SLOPES) E4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO NOT TO SCALE PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. MANUFACTURER'S SPECIFICATIONS. HAOT 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL GO EXCAVATIONSOILS VE, A UTILITYLOW TRENCH TOMODERATE SPOILS ANDEROSION FROPM ANENTIAL.APPROVEDFILLMATERIAL OFF-SITE SHALL APPROVEDBEGENERATED LOCATION TOON-SITE BE FROM Client: 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES DETERMINED BY THE GENERAL CONTRACTOR. JLR jASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE t cIDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS WATERS. RECEIVING WATER BODIES S , (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT (TAX LOT 101) IS CONVEYED TO PROPOSED UNDERGROUND GreenwayPitrlt � PERIMETER AREAS. 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND DETENTION CHAMBERS ON SITE. OVERFLOW IS DIRECTED TO A FLOW CONTROL MANHOLE AND THEN TO A PEAK DIVERSION 1 CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. STORMFILTER VAULT, ULTIMATELY BEING CONVEYED TO THE EXISTING DITCH SYSTEM, SOUTH OF THE SUBJECT SITE. =ca':.--- S 4k''.,,, 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN STORMWATER RUNOFF FROM THE ADJACENT EXISTING DEVELOPMENT (TAX LOT 100) IS CONVEYED TO THE EXISTING wasn��,°nom°�reQ AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE COLLECTION SYSTEM. THE PROPOSED DEVELOPMENT REROUTES EXISTING PIPING AROUND THE PROPOSED BUILDING TO tlgE i(igh School Q TON vConestoga Recreah°n PROJECTGRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. THE EXISTING STORM MANHOLE ON THE WEST SIDE OF THE PROPERTY. QCnil°ren�M the Sea LOCATION 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-ON PERMIT. THIS ESCP AND 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMOVAL. GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT 720 NE Grand Ave. REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-ON PERMIT REQUIREMENTS SUPERCEDE Portland. Oregon 97232 92';de 'IN '�1-, IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY REQUIREMENTS OF THIS PLAN. /1 CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED ,?LES Schwab Tire CerNBr CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. PERMITTEE'S SITE INSPECTOR Project: 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION s�OW _ AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PERLO CONSTRUCTION QUALIFICATION PROGRAM AND NUMBER: City Park New Building 9 PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT CONTACT: DAVE WHEELER ECO-3-6191520 D,rksen. i' `°'l`°'"h°'e5alep DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE 16101 SW 72ND AVE, SUITE 200 N.L.,, ,� ,.d DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF wnadartlaek TIGARD, OR 97224 wa'm°"P PHONE: 503 701 8148 Tigard z V IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR STATE LANDS REQUIRED TIMEFRAME. EMAIL: dwheeler@perlo.biz 1' Qr 0tP,e ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE P 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL VICINITY MAP NON-STORMWATER CONTROLS. PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. BMP MATRIX FOR CONSTRUCTION PHASES EB 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMPS. NOT TO SCALE rszAvEDAsi=uDAT2RopNAsvg) EXITSAND PARKIG AREAS, GRAVEL DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL 10125 SW Washington Sq. Rd. OR USE AN EXIT TIRE WASH. THESE PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MASS UTILITY STREET FINAL WET WEATHER Portland, Oregon 97223 MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 TO MAY 31) PROJECT LOCATION 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION EROSION PREVENTION ON SITE. AT THE NORTHWEST CORNER OF THE INTERSECTION OF SW GREENBURG RD AND BEAVERTON-TIGARD HWY (OR217). 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO PR GROUND R NATURAL ETnTIO TRUCKS OR DRAIN LOADS MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. N �x X X X X Sheet Title: COVE x x TIGARD, OREGON 97223 FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND LATER THAT SEPTEMBER 1; THE TYPE ANDPERCENTAGES OF SEED IN THE HYDRAULIC APPLICATIONS x LATITUDE = 45' 26' 44"N LONGITUDE = 12Z 46' 42"W STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE MIX MUST BE IDENTIFIED ON THE PLANS. PLASTIC SHEETING Erosion HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, MATTING X X AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN DUST CONTROL x x x x x [� PROPERTY DESCRIPTION LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT TEMPORARY/ PERMANENT SEEDING x x & Sediment CONTROL BMP I.E. (FILTER BAG). BUFFER ZONE 'x X X X x TAX LOTS 100 & 101 LOCATED IN THE NE 1/4 OF NW 1/4 OF SECTION 35, TOWNSHIP 1 SOUTH, 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL y� RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, - SEDIMENT CONTROL Control i PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL OCTOBER 01 -- MAY 31. SEDIMENT FENCE (PERIMETER) "x x x • x VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, SEDIMENT FENCE (INTERIOR) Cover Sheet 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET ATTENTION EXCAVATORS COVERMATERED SSTOAL IRAGE AREAS FOR WASVERY AND STORAGE TE AND SS SUPPLIES. AND SIGNAGE, AND OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN STRAW WATTLES THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR FILTER BERM INLET PROTECTION ^x x x x x OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE DEWATERING RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF NEEDED TO AVOID WIND-BLOWN SOIL. ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. SEDIMENT TRAP THESE RULES FROM THE CENTER BY CALLING 503 232 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, NATURAL BUFFER ENCROACHMENT *x tX •X *X •X YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503 246 6699. RUN OFF CONTROL Revisions: CONSTRUCTION ENTRANCE "X X X X INSPECTION FREQUENCY PIPE SLOPE DRAIN PROTECTION 1. TV W D Comm e nts Rev. LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES U * SURFACE ROUGHENING 2. 25 May 2018 HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CHECK DAMS Plan Check Response 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE SITE CONDITION MINIMUM FREQUENCY CONSTRUCTION PERSONNEL THAT INCLUDES THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. INSPECTOR TO DISCUSS EROSION AND SEDIMENT POLLUTION PREVENTION 3. 15 June 2018 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, INCLUDING CONTROL MEASURES AND CONSTRUCTION LIMITS. PROPER SIGNAGE X X X X X - VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). RUNOFF FROM SNOW MELT, IS OCCURRING. ATHAZ WASTE MGMT X X X x X TVFR Comments * 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31 . LEAST ONCE EVERY MONTH, REGARDLESS OF ALL INSPECTIONS MUST BE MADE IN ACCORDANCE SPILL KIT ON-SITE x x x x x 4. 18 June 2018 WHETHER STORMWATER RUNOFF IS OCCURRING. WITH DEQ 1200-CN PERMIT REQUIREMENTS. CONCRETE WASHOUT AREA X x x x x CWS Submittal * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE RATIONALE STATEMENT 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT OTHER: IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ GUIDANCE NECESSARY MAINTENANCE AND REPAIR MUST BE * RETAIN A COPY OF THE ESCP AND ALL REVISIONS MADE PRIOR TO LEAVING THE SITE. ON SITE AND MAKE IT AVAILABLE ON REQUEST TO MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING LISTED BMP'S WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION 3. INACTIVE PERIODS GREATER THAN 14 ONCE EVERY MONTH. INACTIVE PERIODS OF GREATER THAN SEVEN * ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. t PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONSECUTIVE CALENDAR DAYS. CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT MILDREN DESIGN GROUP,.ClyP.c., sO�a ALL RIGHTS RESERVED CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. ** BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. THESE DRAWINGS ARE THE PROPERTY OF PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY / 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT SHEET INDEX PERMISSIONMANER, EXCEPT WITH THE DESIGNPGOUP. P.C.EN 1 INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR OF MILDREN GROUP. P. DOWNSTREAM LOCATION. Date: 01 May 2018 C5 EROSION & SEDIMENT CONTROL COVER SHEET THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND C5.1 CLEARING & DEMOLITION, MASS GRADING EROSION & SEDIMENT CONTROL PLAN Drawn by: Checked by: GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-ON PERMIT 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-ON PERMIT REQUIREMENTS UNLIKELY DUE TO FROZEN CONDITIONS MELT, OR WHEN WEATHER CONDITIONS MAKE C5.2 GRADING & UTILITY CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN AS KJK SUPERCEDE REQUIREMENTS OF THIS PLAN. DISCHARGES LIKELY. C5.3 EROSION & SEDIMENT CONTROL DETAILS TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C5 • // 1-199 ,,y\ i _. _ �\ \ _ \ \\ !` \ ` LEGEND :;;; :f'll PROJECT BOUNDARY ' MATERIAL STORAGE AREA �' / ;T. PROPERTY LINE - — — -- - MILDREN DESIGN GROUP, P.C. 1 .[Ei / 5'WEDGE OF PAVEMENT �� 77 - SPACE PLANNING ,,Q `� •- SEDIMENT FENCING. TYR • INLET PROTECTION. TYP. w ` ARCHTrECTLIRE-199- - - 7 ,• R.SH� off ` EXISTING 1' CONTOUR - 144- - - - 7650 S.W. Beveland, Suite 120 • 200— "'�--.- --.: "7'' r'+ - .2pa / 44% EXISTING 5' CONTOUR - 145 - Tigard, Oregon 97223-8692 p.. �p _ CONSTRUCTION '. - Voice: 503-244-0552 20I ` EXISTING STORM SEWER LINE -STM199= ,- - - ____ _- ENTRANCE Fax: 503-244-0417 1.J V j1, k , �g9 --- ' - - \ - -- EXISTING WATER LINE -WATER 11,1 /n' J ._ -" - - - �� _ J EXISTING SANITARY SEWER LINE —SAN 11'I( If - - 199 - s ; `' gg ® EXISTING GA5 LINE GAS 111 11951 198 _: - 50, ,- ��1 r _ EXISTING OVERHEAD UTILITY WIRE - -OHWIMK 111I ` ` I - � /I _19g - 199 I _/ ,ffI1 _ /; ��1� \ EXISTING FEATURE OR CONDITION (E) 1 I I f 1 I ` � _ _ 1 - 198-�, __7:t ` PROPOSED EROSION CONTROL FENCE -� a T.M. RIPPEY 11 I I 1 _ 97_ ` i - - - - — — �I PROPOSED EROSION CONTROL FENCE -0 X Xf 1 �� _ .><?-'----- <_,,....J/ILL .i� r 197-- — ' WITH ORANGE CONSTRUCTION FENCF CONSULTING ENGINEERS 111 \ 1 ✓ ` _ _'� �-3/4 _ - 7 f I4 25 *, :**. EXISTING SURFACE DRAINAGE 7650 SW Beveland, Suite 100 11 /�,r, \ FLOW DIRECTION Tigard, Oregon 97223 1 1 Phone: (503) 443-3900 If2 1 f f II 196- _ _ _1 �� ~196 INLET PROTECTION, SEE Fax: (503) 443 3700 11III 1111 Sl I' r _ f DETAIL ON SHEET C5.3 L...--,',7•'--- V I1 1 �'' ,� ' 11 CONSTRUCTION ENTRANCE, �r AN-iii, f \ �195� �� 1 f I ( /1 1 --- —195— \ �195�� j r ' r % SEE DETAIL ON SHEET C5.3 , �o \$�� PROFFS I / -195 r �, �G 1. N�� /O 111 ; / /- _ w 15504 4' y 11 1 I 1 - 4 - _ �� y - - ,� + 1 r '-� — — — �f - ' — _ _ Iii PRE-CONSTRUCTION , CLEARING '�� ORy...„.. 1j /i fit- -- _ _ _� — _ _ - - /— _, & DEMOLITION NOTES qR� KoRoc7 L1 - _ 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER 1 EXPIRES: 6/30/19 1 1�'� " � `` l� �` _ _ ` �, SEDIMENT CONTROL. GRAVEL CONSTRUCTION ENTRANCES. ETC.) -192- - 193_ - / / MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL 11 ` �� -192- _ _ - - � - - - - - 192 �\ _ _ - - - - - ‘/// INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION 1 rit.) f _ --•-„, 7 ACTIVITIES. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT 1 1 1 f k / - - _ _ _ _ _ \\ Client: _ 1 FENCE. BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS. OR I / i' `- -191- - - - - - . _ - - - - - -191 ` - r 192 - - 7117 OTHER SUITABLE MATERIAL. STRAW WATTLES. OR OTHER APPROVED T l 1 1 191 ` " -' - " _ — / MATERIALS. v L / �' �', \ - - Q / EXISTING 1-STORY 111111 : II / - ` 1 — �- -192- - - ` BUILDING 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, 1 1 I ! / _ I / To REMAIN WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY 1 1 r 190 l — .\ _ `1gl- � l �, DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK o \.. DP_ -190 f - lgp. j _ - \\ I ) FENCING 1N A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN 1 y1, dr THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE t414 AT I ; \ `�' 1 , -, \ "� CONSTRUCTION BARRIER. ' • �' `�, ` 193 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE I~ li / 19 0 ` �I ` - - _ BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION / _ `II \� .,, i OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT 720 NE Grand Ave. I' 14 - - - - - _ _�'i i / I LIMITED T0, STREET SWEEPING. AND VACUUMING, MAY BE �, - - , .1 II /. REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN Portland, Oregon 97232 t q 7- ` FOR THE DURATION OF THE PROJECT. 0 \ / .i ~ - 89 \ \ �f r \�► {, 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND 1 �89i �, P 4. •• • \ N NI 192 \ FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION \,\ �'' h� 19Q \ `�(a �, �1 ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES Project: `�� ' / 188, L „,,..‘z - \ N. �°� INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION. CHECK New Building } l [ \ �� 7 ,� \ �� II I _� -- #1DAMS. SURFACE ROUGHENING. AND BANK STABILIZATION. g II 1 188 \ � EIN:....,„.,,H, I \ _ - . x ,88_ \ \ -18g _ \ \191 • \ « , j \ ' ...„..------- / 1 : . 14% L 1 •-. - 187 - � lopillOP N .. \ __' - _ 79 0A \ ,, , Ce • ` 7 �, ,, t \ \ - \ /f`�� --191-40 2 _ ob. .44„,„ • _ _ I I1*„...,, 4, 0: 0 l�!1� ' 7 \ -�8 \ 2/,,, i 1 �� °� 10125 SW Washington Sq. Rd. l 1 � 8- \789_ ` 90 i Portland, Oregon 97223 4. 1 / �'a .,. ai . • / o L;ice\� _ \ {/� y_ .-,-- , A I / / —185 \ \ 4 / ( �°� / '� \\ 4 it / \ , ;., Sheet Title: 1 / \ ;. - Ir.„ lf __ ` _ l L.,-/ , �i \ l / ;\ ,\ �\ �� -189 - \ � 78 p�R , / �� 1/ �, � t - 1 �� Clearing & Demo, \ PW i / ii . 88 1 \\ „ I -,88 R . , iTr --- ,�l f; Mass Gradin /I a �, •\ •�.� , - _ _ / , - �!-,&/ \ ,--)(-- /SI . // 8 � f Erosion & Sediment Control Plan \ 1., ' _ _ ” At� � �� v"Th� \ ' t---.4 / !II 1 1 190 ``.,' . . ik,.d.-/--':1 411/ � �\ \�18�,. t.t \r86_ I / \1 \\ / /7 _ fr � _ 177_ \ \ \ \. , -.. [/ 1 r 1 f, \ \ 8 1 // pi EXISTING 1-STORY ! \ ` \ SND \\\��\ 8� \\ \ 89. BUILDING / \ (E) VEGETATED TO BE REMOVED / (, 187- - �/ �: 't5," / \ _ _ - 175 \� \` _ �1,\� \ \ \ , CORRIDOR BOUNDARY }4 !(410 r f Revisions: 188 - !' \�� - 80� \ \\\ « 185_ ��-� \ , 1. 11 May 2018 , C�i{� fie' '- _9��` r ® \ - � l TV W D Comments Rev. \ J \ _____ \ _ \ 4116 ,` --186— ,/ r \ 175 1�8...).; _:_1.- .::, _-_-:: � �\ — . p _ — — — r f I , SEDIMENT FENCING. TYP. May EROSION CONTROL FENCE �� ` \ \ /; " ` �' 1100 2. 25 2018 WITH CONSTRUCTION FENCE N `��\ ii„..--::::_=-, - \` ` ° ' �� - \ \ , 1 1, ' 1 Plan Check Response \�-_ - � �_. _ �\ / _ _ - 186- * � 1 /, . 3. 15 June 2018 7 \-- - - �4_` �S_ , �, _,8 �� -II)�`� � 1,,�;1, TVFR Comments (E) VEGETATED \ -- - �\ ---...-- -:-----...,----i,;;...- _--.1_-_-._:_-_------ -= ` 8 / A / ��h0 4. 18 June 2018 CORRIDOR BOUNDARY \ -176�� -- - - 11f 4 ,r � , / o \ cn \ _ ---_. \ '* ; / CWS Submittal . 'Illiii ___0' --,,-,, f „,/ z&s -- _ \1)S _ \ (E) STORM OUTLETi-ti, ---iv--__- I `887-8O_ __ 18 _,8 `"� -r, .\�'o /// ,� 17 _ ip *i6v - _ -3 , / • Ilii 782 3_ , 4_ _ Y f / ' -1 ----- -. ---- ,-._-__/__Wf:i_ _'.i-. ----- .#,. -. .co, / , ',. , , Ilir f /$r7-� — ~` 18 MILDREN DESIGN GROUP P,C., 201$ — y � —�7 — `� f i /— — d3i-frati 416:'/ l I / ALL RIGHTS RESERVED - q1D_ 9� � arr , I • / 9 - c • '` -17 v`_ / — _ _ - — _ H_ L r' � r '785.1 7$S, 1 I / Il THESE DRAWINGS ARE THE PROPERTY OF (E) WETLAND BOUNDARY ~1$ :-------.---"•••-•,::::-17-1 ~ - - _ I � �'— ' --a�` , // NOT TO BE USED OR REPRODUCED IN ANY • MILDREN DESIGN GROUP, P.C., AND ARE ~ _ ti J �4 ( / / MANNER, EXCEPT WITH THE PRIOR WRITTEN 11. 4. ti E. 1 f 1 f / / PERMISSION OF MILDREN DESIGN GROUP, P.C. ~ �(E) VEGETATED ` 179- ---/N� � 8,3_ ICORRIDOR BOUNDARY _- `fd� �� C)/\ 07 1 _ y = �, —_ 182,// j///l,- Date: 01 May 2018 �� 18�; - - - - I' \ (E) VEGETATED ,�/ 1by: Checked b : EROSION CONTROL FENCE 184- _ ,-- - - ._ � � Drawn y NOTE: SEE SHEET L1 .1 FOR TREE PRESERVATION PLAN. WITH CONSTRUCTION FENCE "fes` �'_-'d = --__=- " CORRIDOR BOUNDARY dRHwr -- - 2_7-1867 — = -�j; / AS KJK (E) WETLAND BOUNDARY - - --1-..,..7'_-_1816-189-i - TMR Job Number: 17260 190 -� _ 1 EBSCALE: 1" = 30' ImImlSheet 0 15 30 60 Permit Submittal - May 2018 C5. 1 7 1\ -*--tC ET \ _ LEGEND \ 4 _ ik / PROJECT BOUNDARY PROPOSED SURFACE DRAINAGE ' MATERIAL STORAGE AREA / PROPERTY LINE - - FLOW DIRECTION MILDREN DESIGN GROUP, P.C. v. EDGEE =i+ \ � '/ -� SEDIMENT FENCING. TYP. INLET PROTECTION. TYP. / EDGE OF PAVEMENT _ ARCHITECTURE SPACE PLANNING r'! ,� �Ygs/Y/Nci�h EXISTING 1' CONTOUR DETAIL ONINLET SHEETPROTECTION,C5�3 ■ 7650 S.W. Beveland, Suite 120 • 200MR - --- _ 199 ♦ \ s4 -- 4 - Tigard, Oregon 97223-8692 2p Ro EXISTING 5 CONTOUR 1 - 199 2uo -_ 1 CONSTRUCTION '4� ' �a Voice: 503-244-0552 CONSTRUCTION ENTRANCE -�7-20U �r n '>��` `' I PROPOSED 1 ' CONTOUR 144 • ��` ENTRANCE 4 - SEE DETAIL ON SHEET C5.3 �.. �, Fax: 503-244-0417 1":''' Y y �� 1 199 f ` PROPOSED 5' CONTOUR 145 f j I J ., co 19 illi .�� zoo SD di s PROPOSED STORM SEWER LINE SD 1 ]951 i 198 -- _ - v 1 ' 19� PROPOSED WATER LINE W CONCRETE WASHOUT SEE (1111 X50 p .- gip, DETAIL ON SHEET C5.3 /1 1M K I11 I ,, - 198 7- � '' t.1 _, PROPOSED SANITARY SEWER LINE SS J 1 ( - .,..•„��n; I CONCRETE WASHOUT I -� ', . + EXISTING FEATURE OR CONDITION (SES) MATERIAL STORAGE AREA 111 lit ', r I, �� •�� - - }98 likr ' PROPOSED EROSION CONTROL FENCE Q T.M. RIPPEY 11 ,_ _� 2 - �-� �- --c.- - - - .1 PROPOSED EROSION CONTROL FENCE X X S 11 1971 n 197WITH ORANGE CONSTRUCTION FENCE 0 CONSULTING ENGINEER 11 \ _ - - - - Q - - -197 /25 i ` 7650 SW Beveland, Suite 100 11 /kg, 197_ ' Tigard, Oregon 97223 11 1 -, EROSION AND SEDIMENT Phone: (503) 443-3900 l196 _ _ rFax: (503) 443-3700 / 'i , - - _ _ _ -=_ a _ _ J� � � - � � - - - - CONTROL BMP IMPLEMENTATION 1 - I 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT : 4111111.10• CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, 1)1 11 /1 hI '` 9 � 11s - o� I 4 4 top / / I FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO �� PROF I1 1 ` .�� -- I___.- - y ��1 1 ' ' COMMENCEMENT OF CONSTRUCTION ACTIVITIES. \c�`� 1 N0' 4E- !I _ _-194 / 2. 'STOCK PILE AREA 1' SHALL BE MOVED TO 'STOCK PILE AREA 2' i•-,4 sv 15504 �' IX ` / FOLLOWING THE EXCAVATION CUT ACTIVITIES. %OR 1f J _ _� �- 1■. _ -- _ _194- 194 -__ /fI } • yy_ y 3. THE 'STAGING, EQUIPMENTMAINTENANCE, FUELING, PORTA-POTTY, AND-194 - _ " - o � ` 194 / SOLIDWASTEAREA1' SHALLBEMOVEDTO 'STAGING, EQUIPMENT ON I I -� r - it. � - ` MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE AREA 2' vGly19g,U 'i - --- -- - - / I FOLLOWING EXCAVATION 'CUT' ACTIVITIES. , . 25' G'r1 - -- - 93 , / � / � - -i . / 9 O l I _ �_ 4- - - - " 4 192 ' / ; 4. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)' SHALL BE RC KOR F�� ' � ( / r' i;- • 193 I INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE .-�� ' ] '� AS SHOWN oN THESE PLANS. I EXPIRES: 6/30/19 1 1 1 193...„ /�. 1 I l 4'-' 111N .-- --1"44./ 19,3. , 5. LONG TERM SLOPE STABILIZATION MEASURES 'INCLUDING MATTING' SHALL ! la , / `_ I 4--- - - - '- - - �I BE IN PLACEC) OVER As<L EXPOSED SOILS BY OCTOBER 1. 1 1 1 �n 5?--_,..,, ` I _ 192III "�`f 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED -- /,..., - ,t1/ PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. rr 1 1 1 1 �192� { 7. INLET PROTECTION SHALL BE 1N-PLACE IMMEDIATELY FOLLOWING PAVING Client { ' J. ! ^ - _ • �� . 16 w.�♦. . 7 1G1 ~ _ - 3 { ACTIVITIES. TT D ! / �� ./ , � � 190 _ ♦ , Q JLR 1 { / I v• ♦, - .. __. 0 EXQSTING 1-STORY "9N ' r ` / •' , - \ • - -. 2- - -. / BUILDING7 . / o / * 4 \ -19 / m REMNN �� _ , . .**9 : I GRADING, STREET AND UTILITY 111 �' } 190 X191 j, 11 / . C►�•♦� .o _. '`.`�!\�� / • , r,�•'.,' -- -- r ♦ - 4� o. r `„\ / .. - _ _ EROSION AND SEDIMENT / 1. q 1,<1' 4 4 , 190 1 Aq� //// cr �. «► I '4% OA o- •I '� - - - /93 CONSTRUCTION NOTES .� �. , �` f 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE 1 1, 8Q . ,,..♦ .. `0 / - \ ' ' COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE 720 NE Grand Ave. - i� O, ' . - �� ' AUTHORIZED: - - -- - � 18 / �-4' 1� ,' A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE Portland, Oregon 97232 ti ��Itokttlat_ ‘ __ ` , �- �'-� \ f RESTORATION PLAN FOR APPROPRIATE SEED MIX. COORDINATE WITHa '1' 1 1 489- _, - - _rr,4 /44t,/ �b.��_��_ _• ( � •;S,:: _ , \ 1 , \ .� 11 LANDSCAPE DESIGNER FOR APPROPRIATE SEE MIX AND APPROPRIATE �1� I \ /`.w-.-.4� • - ;. . \ 1, 1�' • TIMING OF SEED PLANTING. � 9� �.�j� 190 r9? 8. DWARF GRASS MIX (MIN. 100 LB./AC.) Project: 1� 13 �e'��.��#'•t�* p �. r 190 ' :Ein �! 1. DWARF PERENNIAL RYEGRASS BY WEIGHT} 1 0 1 C �I'�� kr ♦♦* ( � S`S. �r '��';' 2. CREEPING RED FESCUE (20% BY WEIGHT) � \- -*Tj ``� � / ` .. \ am C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) New Building I I (8i \_ ` �.� .4. .�♦ :`� C _\ Ar ( \ u► \ dI1. ANNUAL RYEGRASS (40% BY WEIGHT) I 1 -_ `� ��/, •i'♦�` ♦ �i/�� p j l \r9� ,-( , • t0 2. TURF TYPE FESCUE (60� BY WEIGHT) ` �� :If?.+ • ♦ �` 88� �j89 �_ ` -1 • \ _ 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE 4 {_ \ �7SI I`I',` 7P �_ \ \� SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF 4 ,��1�� ' / OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED I - 1111111111 �� 47' BEDDING AND REDUCES RUN-OFF VELOCITY. ./ 1 I 1 _ ♦r ♦ SS4� ■'�S3. LONG TERM SLOPE STABiLIZATiON MEASURES SHALL INCLUDE THE 1 ] ` 1 *N' -71444***" . `� **to ` �4 ,�p .\ t - 2 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH 1i; ►` 1� l \ ` ' ,�!■ ,i IT U, APPROVED MIX AND APPLICATION RATE. i 1 f ' ��11.441:if ' ./!!!...,...1301,1, ,�1 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING I' �� : •' � j ti �. r ^�°� EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, 10125 5W Washington Sq. Rd. 1 � _ \ /�� 6'5 �Z8 \ r OR OTHER APPROVED MEASURES. Portland, Oregon 97223 i `\`` \� • 4 9- . 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE + -.7 I ,p� S .,-_-'s>-..- ._, \ / , ' { LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, r _ ` / r STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW $5 ♦1! = l MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE f �� ,;, , 'OS 'a � srocKPILE. Sheet Title: 1Ate6. EXPOSED CUT OR FkLL AREAS SHALL BE STABILIZED THROUGH THE USE • ' ' .� \ - �� 189 OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR �/ I \ \ / 1\ !:, {/ �I■ S .' MATS, MID SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER\ �� h ✓\ \ / / , "� _ Sl� i' APPROPRIATE MEASURES. SLOPES EXCEEDING 25� MAY REQUIREGrading & Utilit� -\ 1 '�� / / / �a �� { ADDITIONAL EROSION CONTROL MEASURES. \ I.`�../. T8 / ''' ,i ), �� 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST nc r� 1 1 rl \ .� . a w r. ♦/ 8 / Azjiii, 1 7� �r141 tel CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF Co st l ct O� �� 1� ,��\ .. / // �� .*�:�:�:' fool .•. 4 ��r �� i, WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED ' / , J AN r MEASURES. \�` � �' \i ce . , / . w', , i '17f�� 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF Erosion & Sediment ----, N \\��'�►t� t1 S 8x \ �•�.,� K' CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. �\ • \V!`1 � S �^ / // `� :�•.�ll ••' ;;: / SII/ { ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED T0, TIRE WASHES, r\ \ �� j• ° ` ;;` �: ' it/ r STREET SWEEPING AND VACUUMING MAY BE BE REQUIRED TO INSURE Control Plan \\\\� �� ' • �. / - S `' THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE (iP IIC ��``�� -„,.: �. /\ 1 \ S �� - � 'L f - �j8 / rl PROJECT. Z _ ;• / 1 \ D / I9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH � -- 177- \ \ \\ X84 `-�.� `' 1/ 1 1 ; IP ` /it THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET >> P �� \ J I`) � PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND `LAND ` ��N.,,, ,�`,.` •.�\-_. / l >!/ �'`� MAINTAINED AS NEEDED. �m \ (E) VEGETATED \ �� ?j �. '► \ �� f� ) ai / /{ 10. SATURATED MATERIALS THAT ARE HAULED OFA'-SITE MUST BE ReV1SiOnS: \ -176 \� et \�� CORRIDOR BOUNDARY / / +�' �' \ F_ =� ��Z �� \ „ /1� \ 1 , �� TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF N. ly �� 84� '. , i \ ' SEDIMENT AND SEDIMENT-LADEN WATER. o� �T \� 1 - I V,� l. 11 May 2018 N \ 6, • )9\ �\ ' X14 _Al>V,r4......---<). _ / 1 i �`�, 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TVWD Comments Rev. \ O �� •,�� .; �' 186 TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN it \ >> �'� ;�.tel 19° SS �� \ - - `J SEDIMENT FENCING. TYP. ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA 2. 25 May 2018 EROSION CONTROL FENCE Z>>� � ` �_'`�,, / 1 5$ `. 1a' t� CAN NOT BE CONSTRUCTED GREATER THAN 50 FROM ANY DISCHARGE Plan Check Response O FENCE \ ��'�� ```' �•♦' , ` �� { POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING WITH CONSTRUCTIONE E �� • �� \��•� r' �j // ` I PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN six 3. 15 June 2018 \ ��` -------1- -..-":-.%-.--Z-."-.: �''. /%� '- ! I �/� " PROVIDE MATTING PROTECTION S ) .�� , +� FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF TVFR Comments .-/75 � �s•'•'I�`` \� 1 THE CAPACITY. _ - �, ' � ON 2:1 SLOPES, TYR. / �,. "� -' ` �/ 4 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE (E) VEGETATED � _• ��, �� :.\. O �� • i f 4. 18 June 2018 C � / TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE CORRIDOR BOUNDARY �� ,I p ,C-�, 176 -� ; ,- ,: i „� PICKED UP AND DISPOSED IN THE TRASH. CWS Submittal "t `c r 4114.7_73--IP: . Aa ---- � .E1 { 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF -1)6 j 1 4"1"74.47-6.-Z_,�/ ._:�j84 _ , -� _ ��_ a GA: �� 2 INTO THE STORM WATER SYSTEM. � � ` r -' (�,� 14. USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO .�� w 76 ` (E) STORM OUTLET , ��BJ I�q ` I .y ' t t / // , PREVENT RUN--OFF FROM REACHING DISCHARGE POINTS. j77�__ �__ _ � .--_ ` �/ oc 3 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN VEGETATED CORRIDOR MITIGATION _ �• 1. _• � ��-- --� TACK COAT, APPLYING SEAL C ETC. TO PREVENT INTRODUCING THESE .. OAT, `~�_~ /78- ---__- 7 _ 0 _ -.....-....C.). MILDREN DESIGN GROUP P.C., 2018 8 � ~ - _. W� 1 � � �8ra��C•� - �� _18 �,�_ .- - _ V / � MATERIALS TO THE STORM WATER SYSTEM. 1 La� ,�^ =�9_ �1 y ------__________Di �A! '; I { ALL RIGHTS RESERVED�`} `- -179 ` - - _/ I ___ L r f} ~ 785 'r �� THESE DRAWINGS ARE THE PROPERTY OF (E) WETLAND BOUNDARY - -- � -� °O ]80� �� -_-1,-- w - L •• -_-1 .■ lg4 ; _, . /// VEGETATED CORRIDOR MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN (E) VEGETATED _ „ 17 _ �� 0/, \ f / J MITIGATION AREA PERMISSION OF MILDREN DESIGN GROUP, P.C. _ ' ti ■ CORRIDOR BOUNDARY -=2..-_-_-/: - -_ Y1d" y r - - 06 -jgz / /I/�,•` Date: 01 May 2018 = -- ` ~giR; �,� -, - - _ 1' \ (E) VEGETATED /4 /0 { Drawn by: Checked by: EROSION CONTROL FENCE �� 184- _ ---=------ CORRIDOR BOUNDARY /// NOTE: SEE SHEET L1 .1 FOR TREE PRESERVATION PLAN. of? WITH CONSTRUCTION FENCE '` - -Ids ;= = - = _ �� / AS KJK Hwy / 2 . - ' 186 187 �� (E) WETLAND BOUNDARY -- - - 188 1g9- i i�� A TMR Job Number: 17260 190- { (1) SCALE: 1 " = 301 6 I Sheet / 0 15 30 60 Permit Submittal - May 2018 C5.2 htioN* MILDREN DESIGN GROUP, P.C. V, FOR FURTHER INFORMATION ARCHITECTURE ■ SPACE PLANNING MATS/BE INSBTALLEDTS VERTICALLY w - - CULD 4 CN DESIGN HAPTER 4 OF CLEAN WATERIA SEE ,4 P 7650 S.W. Beveland, Suite 120 DOWNSLOPE. 4 SERVICES EROSION PREVENTION - TAMP SOLI AVER -V AND SEDIMENT CONTROL 0�� ANGLE FILTER FABRIC FENCE TO Tigard, Oregon 97223-8692 I"IAT/BLANK! F PLANNING AND DESIGN MANUAL. ��( �c�S Q Sp. ASSURE SOIL IS TRAPPED Voice: 503-244-0552 -7- - � Q'�� ix Mi,�* Fax: 503-244-0417 Q '')./ �'" 0 • • Fi \ ILAK j_____ ,V e / 7 .. .. :. . .. - r r17 • •%, T.M. RIPPEY // \/ RADIUS = 25' MIN. a .V I> p , r •o. '.-Q-� ��`� CONSULTING ENGINEERS r \\\� > ,' PP'O3-\DF EG��S INTERLOCKED AND ATTACH PLAN VIEWIllmr -.) 7650 SW Beveland, Suite 100 \j CLEAN PIT RUN OR 3"- 6" CLEAN ROCK / �0 SSS I NOT TO SCALE //,/21.1 \\`\ SUBGRADE REINFORCEMENT \�G �„ Tigard, Oregon 97223 //\\/� GEOTEXTILE, AS REQUIRED A� Phone: (503) 443-3900 //\\/ 8" MIN. USE STITCHED LOOPS Fax: (503)443-3700 r \\\\\�, DEPTH 3' MINIMUM - OVER 2"x 2" POSTS NOTES: \ \// *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE. - - II 1. BURY BOTTOM OF FILTER FABRIC 6" MIN. 4" OVERLAP \ VERTICALLY BELOW FINISHED GRADE. e //.\/ GRAVEL CEONSTRUCTION CURB RAMP 4• 144 2'-6" 2. 22""xS" FIR, PINE OR STEEL FENCE <c��D `'R�f`� C / 4'-0" 3. POSTS TO BE INSTALLED ON UPHILL I N� f/�r e \\/ 12" I Q a r = PAVEMENT � 1� 4. COMPSIDE OACTSBO�H SIDES OF FILTER E. w‘4•G 15544 �� y r // 6" 1 1/2" •Ln \ . , - 6" .\Y 5. PANELS MUST BE PLACED IF �` �� / Yom/ / / / +�. . n- RIC TRENCH. 7J.. . •' •:W. rs :: FILTER FABRIC �� r \\ y \�\y/\/ �\/\//�y\ •a r moi'Via' %�'r*se „J77.�� ' "°r^ ' t ACCORDING TO SPACING ON DETAIL V-05r-a13 1G Y / / / /�/��/�/\/%�(�/ ///�' r� _�"t_R... vr,� , .-...:_.: MATERIAL 36" _ N0.940 .ti / \\ \\/ > /\\/\\ \�\\\"\ \ .0 ,. . ., S .. . y�y 25.�g�; \ STAPLES . � �!/�/Ci � ice � ;= ,, qWIDE ROLLS. .��fil g0 /\ �i;�i/ // :,: ' ;•. •.. ...,0 . PROFILE ISOMETRIC VIEW \\\\��\�/ /� rJ 4' �� \\\/j,��' ;.::.' Yj p NOT TO SCALE I EXPIRES: 6/30/19 I TYPICAL SLOPE -- - -- .. ......................................... ... ' •••• •••••••••••••••••••••❖•••••••••••❖•❖.••❖•❖•❖•••❖•❖.••••❖.❖•❖. :i* SOIL n•, \ ❖:• iii•1:44:4•iii00::iii*::::iii•*ii�i:+4:4:41 •ii: . \ \ \ I 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING .. •.......•....•••••.•.•..•..•.• .:44 ..•.. ... FILTER FABRIC MATERIAL SOIL STABILIZATION / � /� •'' / OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR •••' •❖•`•••'•`•`•`•••`+••'•`•1/11ft�'a ►i ••••`•.•'•`•.•••••'•`•••••••`' ••••� 36" WIDE ROLLS Client: \\ \ 12" CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. •• ••4.4.4.•••••••••••�••••••• •••••••••••••� BERM .• •••• ••................................. .. .4 ...44....4...............................• ., 44 :**** ...••.••.•.•.••••.••••.•.••.•.•. ••1 •. / // ❖.• o.❖.❖O.••❖.O••❖.••'.❖.❖•❖.❖.❖.••❖.••❖.❖•❖:..❖.❖, ❖: 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. ••• ....••••.•••••••••••••.•••••. ..•...A . .. /� /� /�' /\ \ /� \ /\ 4'-�" •ii- iiiiiiiiiiiiii•:•X•iiiiiiiiii...••• i: i❖❖i ❖i •. . ' " ' 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE II ••• ••••••••••••••••••••••••••••••••••••••••• •. J LR THAT DRAINS INTO A N APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. • '•=•;_❖`•'•••'•'•••'•'❖`•^`•:❖••`•_`•••••••••••'44-''4'•^'•`•'••'•`_'•'+••' XI e 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 11 6" / ` *••�*or, ` • �� •��•$ ``••• �••+ NOT TO SCALE � � , / `� ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. NOTES: 5. DIMENSIONS r ,I 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL SINGLE FAMILY, - 6'MAXIMUM SPACING - FOR FURTHER INFORMATION HAVE GOOD SOIL CONTACT. 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. 1'-6" - ON DESIGN CRITERIA SEE 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. COMMERCIAL FRONT VIEW CSERVIER CES 4 OF CLEAN PREVETER NTION ETON 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE NOT STRETCH. FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE ANENT CONTROL PLANNINGSEDIDESIGN MANUAL. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. 720 NE Grand Ave. Portland, Oregon 97232 MATTING SLOPE N S T A L L A T I O\ CleanWateer Services CONSTRUCTION ENT A N C E C1eanWater Services SEDIMENT FENCE CleanWater` Services DRAWING NO. 805 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 Project: New Building NOTES: MIN 1' HIGH RFRM EXISTING GRADE 3' BY 3' MIN AT MAY BE USED SHORT TERM v 1. WASHOUT FACILITIES SHALL BE BOTTOM OF W/ UTILITY WORK AND W/ _�_ • MAINTAINED TO PROVIDE ADEQUATE I 11111=11111=11111=1 111=-1I WASHOUT TO PHASING OF DEVELOPMENT 'd :� r�� HOLDING CAPACITY WITH A MINIMUM _ , III - I kill .. = CONTAIN \ ii:'•:g+.N�m*tm"'II'' • FREEBOARD OF 12 INCHES- A _ II CONCRETE A6.• • "` �! s '%� ' ,,,;,,., -__ .zi• 10125 SW Washington Sq. Rd. JJ • .,,,' , , .,. .f,l.. .�,� �' �' .' �1 \ 1 I �I�rlyii MIMI MNk Portland Oregon 97223 2. WASHOUT FACILITIES MUST BE II_:- . . . . r I 1 �I111t.,, IffNfil II,„ g 1 ��`.♦ I:, �. :I I ■�gflq i1 tI/ rill. 1" REBAR FOR BAG REMOVAL CLEANED, OR NEW FACILITIES MUST �lfrwlxw'rfrYF FLOW I •,,; � �. ; . : e9k;, ante• / III it Iflln if BE CONSTRUCTED AND READY FOR IN��:�=�:'�='4:' , fltiurs>I y,�� 0.01111j .I, 1I�IIi'll' 00 _'�I1111 l � .. .,,+.0.00� �� 11A 1� I 11 Ilanirlglf 1USE ONCE THE WASHOUT 15 75% -Fr=El-irt II},I 11111 CATCH BASIN GRATE;III i=n=/r=n= ifs :ItI 1�140_� -,mg = � � IIP IM. FULL. :=----..-- _„_ - < ll�lfil I I crrPT r in IINIII kin i i .nam '.�'... . --'. ` V • �� 30' .'art i., „ ., ,wir�.t . Sheet Title: i;r;il=n, - : %!r` ��.� Ni! IPM 3. IF THE WASHOUT IS NEARING = S At f, • + I ��-'=M9-1 -.1, -\ CAPACITY, VACUUM AND DISPOSE u.: , "' " I F THE WASTE MATERIAL IN AN � !` *.W*W' ��g ""' a 0 1 S E = _f►• • i APPROVED MANNER. = _ -� r�"=- .:.E_-�.:._ 1;.,;::._: -. - _--__ Erosion 4. TEMPORARY CONCRETE WASHOUT _ - '!E ? CNL I .6111 -a-1Wr=�.2- ^ `": I I I I , k I l FACILITIES SHALL BE LOCATED A � IIII-= = -� �_ y '=---_,, 7,-°e°" I CATCH BAST & sediment MINIMUM OF 50 FT FROM SENSITIVE ^" AREA DRAIN i �� jr#� AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO �- 60' (TYP) p s• •- ��,��•�,�� •. , •! FACILITIES AND WATERSOURSES. CONTAIN CONCRETE ��, ,�� EXPANSION RESTRAINT Control CATCH BASIN �.�;4�r#,#,�. �"" 5. CONCRETE WASHOUT FACILITIES PLAN : `" _"" _ .... s S ��,�:� � , • s's , SHALL BE CONSTRUCTED AND NOT TO SCALE -""' Details MAINTAINED IN SUFFICIENT -IN �u -•: A_ '-• QUANTITY AND SIZE TO CONTAIN FLOW n . iii I +- ,��;�� H.'• : ALL LIQUID AND CONCRETE WASTE ll 4., 4 - PLYWOOD 111 I _ °s. GENERATED BY WASHOUT - CONCRETEr1 - 48" BY 24" OPERATIONS. WASHOUT i PAINTED WHITE _ __ _ _- _-;. I 11t �L ,�,ei •'4 r AREA y- ili::�:.4n nlu�� .F.►•Cii11 n::.:. ,.s • ,• ,... 6- INSTALL CONCRETE WASHOUT SIGN BLACK LETTERS a -�_ ,, 11al1r�1 STORM PIPE -- -• A WITHIN 30 FEET OF TEMPORARY 6" HEIGHT fi I FLOW �� A'. • a Q DITCH BOTTOM 1 Mil i t CONCRETE WASHOUT FACILITY. 72 -------- _ L 36" C) 1111 nil •. II I Revisions: a 11111 11NI 1 ." + _ �' 1. 11 May 2018 7. TEMPORARY CONCRETE WASHOUTS ` inrr,11 loll+, :;; -- ,. a. ►' I _ "� MAY BE A PREFABRICATED '- I'w.• _;-` `;•w1L ° + d ` "' ,:- CONTAINER THAT IS PORTABLE AND ' ! : ad . " k ,, e. ., 41 TVWD Comments Rev. CONCRETE WASHOUT SIGN L•• , : • . . .. lit . s, • ., . REUSABLE. DETAIL #,' I� . • 2. 25 May 2018 (OR EQUIVALENT) DITCH INLET PLAN VIEW fa,I �, Plan Check Response NOT TO SCALE 11,1 1 "''11� � ' 15 June 2018 EXCAVATED MATERIAL ,,,,..,.fir I 3 AY BE USED FOR 3"-6" ROCK WITH A WOVEN TVFR Comments 1' MIN PERIMETER BERM MINIMUM 8" DEPTH 6" overlap of bags. FILTER SACK 4. 18 June 2018 _ NOTES: CWS Submittal 1 . ADDITIONAL MEASURES MUST BE ....,2% SLOPE CONSIDERED DEPENDING ON SOIL TYPES. CATCH BASIN INSERT 1' MIN r`rlEr s nl== , • a1i=i'i=i=iiii= - iii=ii=r=i • 'I I _' -,--::i:-.-. .:T�-.-.-.:_:--.-. 2• BIO-FILTER BAGS SHOULD BE I 11`Ilff� IIIIII�IlI�Ii 14Hl1-I. 3' 2' MIN -II--Ilrll flll�l� lll11 II=1ll��II=I1=11FJTI�-'IHII STAKED WHERE APPLICABLE USING (2) "' I R I i I a4' I-1 IT-# i- )1 I I I I I�I l I i I III I I I=��1 I I-!!1=III-1 I I-!i I=1 I LIII- "- "�II -II-111�T1=ILII III-I 1111=111=111111=1 � lil�ll- II-111�IEi III-III-"'- 1 "x2" WOODEN STAKES OR APPROVED MILDREN DESIGN GROUP P.C., 2018 tII=TFf� T 1=111��=I�°' EQUAL PER BAG. NOTE. ALL RIGHTS RESERVED, FOR FURTHER INFORMATI❑N 1 . RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION THESE DRAWINGS ARE THE PROPERTY OF 3. WHEN US#NG 30" BIO BAGS TO ❑N DESIGN CRITERIA SEI MILDREN DESIGN GROUP, P.C., AND ARE ��3' BY 3' MIN TO ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER NOT TO BE USED OR REPRODUCED IN ANY CONTAIN CONCRETE EXISTING GRADE PROTECT A CATCH BASIN YOU MUST CHAPTER 4 ❑F CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES ER❑SI❑N PREVENTI❑N MANNER, EXCEPT WITH THE PRIOR WRITTEN HAVE 4 BAGS AND THEY SHALL BE SERVICES ER❑SI❑N PREVENTI❑N PERMISSION OF MILDREN DESIGN GROUP, P.C. AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL SECTION A-A OVERLAPPED BY 6' PLANNING NDESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUAL. NOT TO SCALE Date: 01 May 2018 Drawn by: Checked by: CONCRETE WASHOUT INLET D �OTECTIO \ NLET PROTECT ON AS KJK CleanWater Services TYPE 4 CleanWater Services TY P - 5 CleanWater Services DRAWING NO. 900 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 DRAWING NO. 920 REVISED 12-16 TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C5.3 + + .-9 ---� " 5+ + + + + + + + + + +5.8 +4.7 +3.4 +2.9 +3.2 +3.7 +4.2 +4. \. D.5 1.4 4 '• 0.7 1.0 1.2 ' .0 0.7 0.5 0.4 0.5 0.8 1.3 1.8 1.7 1.3 s}.9 , . - ---t sA1 \ \ MATCHLINE7-friLmosiommi"------_ 0.5 1.3 +1. 4.: 10 3.2 + + + + + + + + 1Q.Q ,.5.9 2.6 3A 3.6 4.3 4. 1.0 1.3 1.7 1.3 0.9 0.6 0.5 0.6 0.9 1.2 1:6 1.4 1. � � li w1 MILDREN DESIGN GROUP, P.C. I � = FDC, ARCHITECTURE ■ SPACE PLANNING 0.5 1.3 4.55' ..s,2 ' ALI + + + + _ 10.• y��3' +- 2 +2.8 +3.6 +4.1 ^.3 1 \ 2 1.4 1.8 1.5 1.4 0.6 0.5 0.7 0.9 1.2 1.2 1.6 6.8 1, )D/ i 7650 S.W. 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I Q N 8 V L T I N N ENGINEERS 0.5 1.3 4 10.6 3.20.5 +0.6 +0.7 +0.7 +0.$ +1.0 +1.4 +1.7 +1.8 +1.1 + .814: -..- s.' «.0 *2,5 1.7 2.0 2.7 3.8 5.4 6.4 �P,14-044,1/4r':��'jrrh `�S►� 8.1 y O 1j" 1 r�♦♦♦♦,rs,ryrN♦rr�♦ir♦rir ` MECHANICAL AND ELECTRICAL SYSTEMS /10 + + + + + + + + + + �♦-. + + + 6915 SW MACADAM AVE. 0.5 1.3 4.4 9.4 1.4 + + + + + + ��i,i! 1.5 1.7 2.4 3.5 4.9 6.2 6.9. ry'F_9 7 9. 9.1 7.9 O SUITE 200 0.4 0.5 0.6 0.8 1.1 1.5 1.9 1.6 - 1.1:2 /I� ,; .4- ' �AI . PORTLAND, OREGON 97219 S. 1 _ �� .•.. "'a is tO / PHONE: 503.892.1 188 + + + \\ /011111/,‘_,4111/1/t.. + + + + + +•rr�I♦0 Dir �� + + + + ipP-----„41... . v FAX: 503.892.11 9Q0.4 1.4 4 9 ;.6+ - + + + + + + -,> � 9 1.3 ` 2 1.5 2.4 2.9 4.1 5.3 5.9 444,~� 9.0 9. 7.9 8.0 7.=' �__._rCONTACT...HANK BARLEEN � 0.4 . 0.fi :7 0.$ 1.1 1.4 1.6 1.3 / fir en ineer�n Qmke-inc.com 0.4 1.3 4.' 6+0.5 +0.6 +0.8 +0.9 +0.9 +1.0 +1.2 +1.0 +1.0 16.' 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Revisions: Schedule = 41011, \ ' 1- 1/Al ,Manufactur Number Lumens Per Light Loss / .0\+7.9 +6. / / ' rI Symbol Label Quantity er Catalog Number Description Lamp Lamps Filename Lamp Factor Wattage +1.6 , .• t/ 24 iGuzzini LE756_L00077 Wow:Pole mounted 1.40477 1 1.E756_L 12545 0.85 133.9 /, ' • illuminazione system-Large body 4K_1.00077.1 t '�� + / 11 , / / SA1 S.p.A optical assembly-Neutral es `\ 6 - - / j 1 � o White-A45C comfort �`� / asymmetrical optic- ~` _ ---.- _ / 1 1133,9W15410lm-4000K ` � _ �` ' 3 iGuzzini I E756_I,OOfl77 11/Vow:Pole mounted 100077 1 IE756L- 12545 0.85 267.8 /' / �/ Ei 5►412 iiluminazione system-Large body 4K_I.00077.i -� - S.p.A optical assembly-Neutral es White-A45C comfort ' Iasymmetrical optic- 133,9W 15A10lm-4000K 17 iGuzzini 1.E756_1 00077 Wow:Pole-mounted 1.00077 1 I.E756 L- 12545 0.85 401.7 N illuminazione system-Large body 4K_1 013077 i SA3 S.p.A optical assembly-Neutral esSITE PHOTOMETRICAlt d 0°0 White-A45C comfort asymmetrical optic- (71 0 ) SCALE: 1 "=20'-0" • 11, MILDREN DESIGN GROUP, P.G., 2017, ALL 4BO(B N 154101m-4000K - 0 10' 20' 40 RIGHTS RESERVED 4 o 22 iGuzzini 1.E748-1,00069 Wow: Pole-mounted 100069 1 LE748S- 14341 0.85 159.3 T I SB illuminazione system-Small body 4K_I-000691 THESE DRAWINGS ARE THE PROPERTY OF S.p.A optical assembly-Neutral es MILDREN DESIGN GROUP, P.C.• AND ARE .-,dl White-ST1.2 street optic- NOTN TO BE USED OR REPRODUCED IN ANY 0� -159,3W 165001m- MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. a,r� 22 iGuzzini ;BW84_LB79 May.Bollard 170x170mm LED neutral white 1 BW84_LB79. 833 0.85 24.5 Date: 08 September 2017 00 illuminazione . 14=1000mm Neutral White IES Nt CC Li SC S.p.A Led with electronic ballast Lel p and symmetrical optic- Drawn by: Checked by: Mg 21W 18501m L�/ _ DD HB I0 ct Q Q Job Number: 116139 Luc) Sheet Q J Q Q CO o E 8 September 2017 E 1 .00 Lel Lel 0 M _I/ Cl..,--' II I j I --1 , ' \ "--,, / I I i I I 1 / . "----,\ , 1 -, L-.. --.. ---- ,_. 7:i-L._ IRO 1 _� --+.•:.8 . _� �Z, MILDREN DESIGN GROUP, P.C. I 1 Er* +.--------■ + `�� _\ ARCHITECTURE • SPACE PLANNING ----r-li i 1 r� / 1 �� ' 9 J 0 7/ ae Tigard, Oregon 97223-8692 (i ) -Al / +1.4 +1.2 +1. + \ (503) 244-0552 II i I } C 1.8 1. 6 Y r ill Alf �� I / \ / I �� +2.3 +2��1.8 � a KE E ASSOCIATES , INC . f -./.„! / ° 3 0 N S U L T I N 1:3 ENGINEERS + ' I 1 t .fi (-3---) Pa vA ° MECHANICAL AND ELECTRICAL SYSTEMS 1 I A2 / 6915 SW MACADAM AVE. ► - - -- J a A a �_ SUITE 200 , ...7 -- _- - C.-i.fi + 4 +2 0Oh ° o PORTLAND, OREGON 97219 -' \ PHONE: 503.892.1188 ICI , / I \ 1- / ® /1/ FAX 503.892.1 190 . +21 + 9 +17 YID CONTACT...HANK BAR LEEN I ..\\._.,t I I - T a AA engineering@mke-inc.com A -. J 1 t t . a 15 I 0 ' ` MI e 1 / 1. I .. ,V • . +1.3 ,+1.• 411111111111111111111111111140 I X x x (.1( - - . ,: +,,,.3 + I \ x- ,x - i / 1) 1.3 /1.5 , C12) 4. I 1 8 3.4 +-.9 3.9 3.9 4.6 5.2 4.9 4.8 4.6 4.6 4.1 3.2 2.0 1.1 0.6 0.4 0. 0.5 0.7 1�1 1.5 1.6 1.4 q1-3 1 4.1 4.8 5.3 6.6 +9. .0 SB.3 9.2 8.5 9.0 +10.0 B 9.1 6.4 3.3 1.5 0.7 0.3 0. 0.9 1.3 1.8 .0 1.6 .7 I 0 - - i (__,/ g-- T Client: +1.' 2.9 +4.1 .8 ----4-------' -'----- +- •7+0.4 :;7 +0.40581211720232427253016 +26 +20 +2.1 JLR I+ +20 +42 +7.4 70 + .5 +0 $ + 4 +26 +147 +66 +79 +73 +72 +73 .8 .10 +28 +2.2TT -�` I 06 0.7 . SA21 I a1 0 +1.7 +4 5 +9.4 i 2. +0.6 +0. +1.4 +2.9 -I�6.1 +12.5 13.3 +91.8 +5.9 +10.4 1 B( 12.7 +2.7 +2.1 +2.4 I 1 41' e0.6 0.8 1.1 1.0 0.� 17.1 ~~ II1.9 +1.6 . ' F-13- bSA1 . 13.50.9 +1.2 +1.6 +1.4 +1.2 +1.0 +1.1 +1.3 +1.3 +1.1 +0.9 +1.0 +1.1 +0.9 +0.6 .40 - + . X2.0 +2.2 1.8 +2.0 tli.7 +1.5 +4a8 +10.2 1.4 + + + + +1I '1.7 +1.9 +1.6 + .8 720 NE Grand Ave. 1 1.2 1.5 2.0 1.7 1.4 1.3 1.5 1.7 1.7 1.4 1.2 1.3 1.4 1.3 0.9 i.S ��JJJPortland Oregon 97232 ..---- (I' 4111.5 1.5 +4 9 �w 10.61 + + + + + 1:0 1.2 1.5 1.7 1.7 / 1.2 1.5 2.0 1.7 1.5 1.4 1.6 1.9 1.9 1.7 1.6 1.7 1.8 1.8 1.2 �.8 + + ''•..°)/,'13I SA1 + + + + Project: / / n.5 1.5 4:- . + + + + 1 0 1.1 1.5 1.8 2.0 +.2 / 11 ,4 _ -u.9 1.2 11.6 1.4 1.3 1.2 1.3 1.4 1.5 1.4 1.4 1.7 1.9 1.9 1.3=41.0 i 1 'I + + + / - \ „ New Building All - '�.5 +1.4 +4 +1 f" 3.7 + + + + 11 1.3 1.7 2.1 2.4 0.6 �I I i 0.6 0.8 1.1 1.0 0.9 0.8 0.8 0.9 1.0 1.0 1.1 1.4 1.8 1.8 1.3 �.9 \ .5 +1.4 +4 +9.6\ -10. + + +1:3 +1.8 r.2 +2.6 +2.9 +3.1 / / , -., 20.5 0.6 r0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.8 1.1 1.4 1.4 1.0 1.7 / / - .4 +1.5 +4\' 2+ + + + + + +1 6 +2.2 2.6 +3.1 +3.3 +3. / /. �\ \. ' D.4 0.4 0.5 0.4 0.4 D.3 0.3 D.3 0. 0. � 0.7 1.0 1.2 1.0 0.8 �.6 ! i / , SW Washington Square Rd. 1.5 +1.4 +4.5\� 12.4 + t + + t r + + + + + + .; +2.5 *2.9 +3.4 +3.1 3 g Q 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 D. 0. 0.7 1.0 1.1 0.9 % 0.7 t. \ r� Portland, Oregon 97223 0.5 +1.4 +4 + ,-� i3. + + + + +2.6 +2.8 +3.0 +3. - / X0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0. 0. ; 0.9 1.1 1.1 0.8 0.'%` ` A3 I- _ Sheet Title: / / , 0.5 +1.3 +4 : ''',4 1. 1.4 +0.5 +0.6 +0.5 +0.4 +0.3 +0.3 +0.3 +0.5 +0.9 +1.2 +1.4 +1.2 +0.$ f.6 +2 9 +3.0 +3.3 +3.4 3 , \ I /' \ K iI C 0.4 +1.4 +4 ;.5+0.5 + /+33.0 .0 +3.3 +3.8 +3.7 Site / I \\ 0.7 D.9 0.8 0.5 0.4 0.3 0.4 0.7 1.1 1.6 1.8 1.3 0.' Photometric • 0.5 1.4 4�\9. \ '.5+ + + 4.7 2.9 3.2 3.7 4.2 4. / I �� 0 1:2 1.0 0.7 D.5 0.4 0.5 0.8 1.3 1.8 1.7 Si13 +.9 1 ��\ MA TCHLINE iiiikc I -� 0.5 +1.3 +4. 0 4 3.2.1.0 + + + + + + + + + 1 r:c`9 +2.6 +3.0 -i-.-6 +4.3 +4. /i /��- / �� 1.3 1.7 1.3 0.9 O.fi 0.5 0.6 0.9 1.2 1.6 1.4 1. Statistics Ffl( :; 1 Description Symbol Avg Max Min Max/Min Avg/Mm _ DRIVEWAYS + 3.8 fc 16.2 fc 0.2 fc 81.0:1 19.0:1 ON ROOF -I- 1.0 fc 2.2 fc 0.2 fc 11.0:1 5,0:1 PARKING SALES LOT I -I- 9.1 fc 119.0 fc 13.6 fc . 5.3:1 2.5:1 N 1 SITE PHOTOMETRIC Ak Revisions: Schedulemy Manufactur I Number Lumens Per Light Loss 1 ,0 SCALE: 1 "=20'-0" 10' 20' 40� Symbol Label I Quantity er Catalog Number Description Lamp Lamps Filename Lamp Factor Wattage I 20 iGuzzini I.E756_t.00077 Wow:Pole-mounted 1.00077 1 I.E756_L- 12545 0.85 133.9 InilialliMil illuminazione system-Large body 4K 1.00077.i SA1 S.p.A optical assembly-Neutral es o White-A45C comfort asymmetrical optic- I 133,9W 15410Im-4000K 3 iGuzzini LE756 1.00077 Wow:Pole-mounted 1.00077 1 I.E756_L- 12545 0.85 267.8 illuminazione system-Large body 4K 1.00077.i 0 SA2 S.p.A optical assembly-Neutral es White-A45C comfort 0 asymmetrical optic- 133,9W 154101m-4000K 17 iGuzzini 1.E7561.00077 Wow:Pole-mounted 1.00077 1 I.E756 L- 12545 0.85 401.7 illuminazione system-Large body 4K 1.00077.i CI S.p.A optical assembly-Neutral es aO. 0 SA3 White-A45C comfort asymmetrical optic- IMLDREN DESIGN GROUP, P.C„ 2017, ALL 03 40018RV 154101m-4000K momRESERVED 4 5 /\ 22 iGuzzini 1.E748_1.00069 Wow:Pole-mounted 1.00069 1 I.E748_S- 14341 0.85 159.3 THESE r illuminazione system-Small body 4K 1.00069.1 MILDRENPROPERTY DESIGN GROUP, P.C., AND ARE N lit SB S.p.A optical assembly-Neutral es NOT TO BE USED OR REPRODUCED IN ANY O rCD White-ST1.2 street optic MANNER, EXCEPT WITH THE PRIOR WRITTEN � co -159,3W 165001m- PERMISSION OF MILDREN DESIGN GROUP, P.C. CO.,... Coo 22 iGuzzini BW84_LB79 iWay:Bollard 170x170mm LED neutral white 1 BW84LB79. 833 0.85 24.5 Date: 08 September 2Q 17 op in n illuminazione H=1000mm Neutral White IES SC S.p.A Led with electronic ballast ct�, and symmetrical optic- Drawn by: Checked by: Mm 21W18501m - - DD HB L-15/ - . x 0 o0 Job Number: 116139 i a w 3 Sheet a-J m 0 65' September 2017 E1 .01 wW Y Oj a/ 71 (1.1M00/ WOW SPECIFICATION SHEET PAGE:1 OF 6 WOW SPECIFICATION SHEET PAGE 3 OE 6 .. Project name: Project name: Type: SA1, SA2, SA3 & SB Type: SA1, SA2, SA3 & SB MILDREN DESIGN GROUP, P.C. ARCHITECTURE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 TYPE III COMFORT (503) 244-0552 K SIZE MODEL ImIW LUMENS WATT B.U.G. --.1r0/1////111 ., M 1E780 72 ! 5530 76.5 Bi -U0-GI 3000 S 1-E769 72 8410 115.5 134 • ! B1 BI -UO-G2 -UO-G2 L 1E775 I 83 1 11150 I -- - -- l J 7 r -- ---.. ... M I.E761 81 6215 76.5 B1 -U0-G1 ) 4000 . S 1.E750 82 9465 115.5 B1 -UO-G2 ■,k °.,� MamtlgHe"Mt HE S ASSOCIATES , INC. _._ ___ _. --- -- ------------- •2 k ■0.25 k cM 9Ln.n,:20R I L { LE756 93 [ 12545 134 T B1 -110 it O G2 ., 70NSULTINt3 ENGINEERS I.E769-3000K:70CRI MECHANICAL AND ELECTRICAL SYSTEMS The WOW lighting system is an innovative solution for urban lighting applications such as parking areas, roadways, parks h - A 6915 SW MACADAM AVE. and other pedestrian areas.The system takes advantage of the latest advancement in LED technology.With an organic design SUITE 200 and three sizes, the WOW is well suited for today's modern PORTLAND, OREGON 97219 environment for new or existing installations. - PHONE: 503.892.1 188 Luminaire characteristics: TYPE IV FAX: 503.892.1 190 B CONTACT...HANK BARLEEN Power input: 36W to 170W K SIZE MODEL lmJW LUMENS WATT B.U.G. Lumens: 3035lm to 15645lm(delivered) M IE779 77 5950 76.5 Bi -UO G2 engineering©mke-inc.com Luminaire efficacy: 72 to 1001m1W 90 Source:White LED(LM-80 Tested) l I- 3000 S I.E768 78 9025 I 115.5 B1 -UO G2 . ...i_ ____..1 1. 774 89 1 11975 134 131-UO G2 i 4000K:70CR1 M LE760 88 6695 76.5 Bi UO G2 4000K: 70CR1 --.:_-__v� Lumen maintenance: >90%of initial lumens at 100 000 hours SIDE VIEW 4000 S I.E749 88 10155 115.5 B1 -U0-G2 ■Sin ,0,5 k ■y+.,,ry,ly,p 2p, (L90)at Ta 104°F!LM-79 Tested. - 1 Y-.._. .._ ._ ' 100 1 13470 __. L......_ .134 l B1 -U0-G2 "k ■°nom •,:2� Optic: High efficiency optical system made of a silver coated 1E768-3000K:70CRI aluminum delivering 98%of reflectivity. Available in 4 different IESNA distributions: Type II, Ill, IV and Type III with comfort _ _ o i optic for reduced glare. Mounting: Wall or pole mounted, see page 4 for all mounting options. Vibration:3G Vibration rating(ANSI C136.31) •i c Material: Optical assembly and frame: Die-cast aluminum; ° Reflector: Silver aluminum; Protective screen:Sodium-calcium tempered sealing glass with customized silk-screening. o L ) c WAY SPECIFICATION SHEET PAGE:1 OF 1 BOLLARD SQUARE Project name: Electrical: High efficiency electronic power supply, rated at 100 000 hours, 120-277V.Supplied with 10'(3m)power cable. = D Type: SC Operating temperature:-40°F to 95°F(-40°C to 35°C). Client: Dimming:Supplied standard with 0-WV dimmable power supply (Mini and Small: down to 30% , Large: down to 10% BOTTOM VIEW dimming range). ...] JLR Finish: Gray (RAL9007) painted finish with a high level of weather and UV resistance. The semi-gloss finish coating is electrostatically applied, durable acrylic enamel baked at high A B C D temperatures for superior color retentive finish. - MINI in 29% 12% 12 24Y2 Weight: Mini:20.5lbs(9.3kg),Small:27.3lbs(12.4kg), mm 746 325 306 621 Large:35.31bs(16kg). - - - in 34% 14 16% 29% Warranty: 5 year limited warranty. SMALL mm 875 354 415 758 06-314" (170mm) Certification:cULus listed for wet location. LARGE in I 36% 14% 19% 31% Ratings:tP67, IK08(IK07 Small). I mm I 922 359 505 807 J General information i 720 NE Grand Ave. Portland Oregon 97232 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE- LAST UPDATE:FEBRUARY 23,2017 LB-R5 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE FEBRUARY 23.2017 LB-R5 Luminaire characteristics: TOP VIEW • • ( j)Us 9320 Boul.St-Laurent,suite 100,Montreal(Quebec)Canada H2N 1N7 • 9320 Bout.St-Laent,suite 110,Motreal(Quebec)Canada H2N 1N7 Power input:24.5W �iGmt c P.:514.523.1339 F.:514.525,6107 www.iguzzini-na.com 'G�n' c �� US P.:514.523.1339 F.:514.525.6107 www.iguzzini-na.corn Lumens:78810 8401m(delivered) Luminaire efficacy:32 to 341m/W NORTH AMERICA NORTH AMERICA Project: Source: White LED, 3000K:85CRI and 4000K:BGCRI, A Lumen maintenance->80%ofinfiallumens at 50000 hours(L80) LM-80(LED)I LM-79 tested. New Building uilding Optics: 360° symmetrical optic with a super-pure aluminum reflector. For version with no upward light emission contact factory. WOW SPECIFICATION SHEET PAGE:4OF6 WOW SPECIFICATION SHEET PAGE:6OF6 Project name: Project name: Body: Die cast aluminum body and stainless steel rods fixed to Type: SA1, SA2, SA3 Sc SB Type: SA1, SA2, SA3 & SB the base 39%" Electrical: Universal high efficiency electronic power supply, (1600mm) MOUNTING OPTIONS POLE 04" (102mm) CONFIGURATION rated 50000 H. 120-277V. MOUNT STRAIGHT STEPPED , TAPERED CURVES SUPPLIED BY OTHER AlYES € YES N/A N/A Mounting:Ground anchored. 0 SW Washington Square Rd. CONTACT FACTORY FOR POLE DETAILS A2 YES I YES WA NA Finish:Gray(RAL9007) Port land, Oregon 97223 B1 YES _ YES WA WA I B2 YES YES N/A WA Weight:26.76Ibbs(12.14kg.) • O SUPPLIED BY IGUZZINI NORTH AMERICA -" I r 11 YES YES N/A WA CONTACT FACTORY FOR POLE SPECIFICATION Warranty:5 years limited warranty. MINIMUM ORDER QUANTITY OF 12 12 _ YES YES - WA N/A _ ...__ _ - • T1 YES YES _ YES N/A Certification:cULus listed. SIDE VIEW beet rile: HEIGHT: FT T2 YES YES YES N/A - - ---- -- POLE TYPE : T3 YES YES YES i N/A Ratings: IP66,IK10. .40019. y --��.na r- _ �I:=: � Fixture ■ EMl INSTALLATION: Anchor bolts only u N/A N/A N/A ACCESS DOOR: Included (3'from ground) ] I I MATERIEL: Aluminum ORDERING INFO RESET 1 o EPA & WEIGHT Cut Sheets Steel T1 - SINGLE POLE TOP T2 - DOUBLE POLE TOP T3 -TRIPLE POLE TOP I MINI SMALL LARGE - UNV - 15 ACCESSORIES (TO BE ORDERED SEPARATELY) for pole top with tenon 01'/."to 3"(46-76mm) for pole top 04" 102mm forpole top04"(102mm) FINISH: 015-Gray RAL9007 MOUNT WEIGHT EPA WEIGHT EPA WEIGHT EPA MODEL VOLTAGE FINISH JR ( ) I.B513 -Fixing plate with anchor bolts ! °Custom RAL _(lbs) (ft') (lbs) (ft°) (lbs) (ft) 010W (275mm)x h: 7"(179mm) Al 36.4 1.4 43.2 1.8 51.1 2.3 A2 63.1 2.5 76.7 3.4 _ 92.6 4.4 MODEL VOLTAGE FINISH 0 I.X024-02 -Black screen for asymmetrical 1� Bl 43 1.9 49.8 2.3 57.8 2.8 0 I.BW84 -4000K • UNV - 120-277V • 15 -Gray 180°emission B2 76.3 3.6 89.9 4.4 105.8 5.4 1.X088-00 - Frosted diffuser Q Il 36.4 1.0 43.2 1.2 51.1 1.5 0 I.BW$5 -3000K U W - WALL MOUNT WITH FIXATION PLATE U - UNIVERSAL SINGLE MOUNT 12 63.1 1.9 76.7 2.1 92.6 2.7 06W'(162mm) for tenon 01%"to 3"(46-76mm) - - T1 23.2 0.9 30.0 1.0 38.0 1.3 T2 49.8 1.7 63.5 2.0 79.4 2.5 _ _- T3 71.4 2.3 91.9 2.7 115.7 3.6 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE:JULY 27,2015 MGD-R4 9320 Boul.St-Laurent. Revisions: h;za� I 1 I U 20.5 0.6 27.3 0.8 35.3 1.1 • • • C US suite 100,Montréal(Québec) T- - _-- ___.- ----.---.. �' Canada H2N 1N7 40rt. NORTH AMER ICA P.:514.523.1339 F.:514.525.6107 11 - INTERMEDIATE ARM MOUNT 12 - DOUBLE INTERMEDIATE ARM MOUNT www.iguzzini-na.com for pole section 04"(102mm) for pole section 04"(102mm) [R: II;I 3aft. I Al -SHORT ARM 35W(900mm) A2 -DOUBLE SHORT ARM 35'/"(900mm) for pole section 04"(102mm) for pole section 04"(102mm) 20ft. GENERAL NOTE: 111111 14416.181 ,♦r� 1. SPECIFIC CATALOG NUMBERS FOR EACH FIXTURE TYPE MILDREN DESIGN GROUP, P.C., 2017, ALL PROVIDED IN LIGHTING SCHEDULE ON E1.00 AND RIGHTS RESERVEID D 8 vi1 E1.01. THESE DRAWINGS ARE THE PROPERTY OF N MILDREN DESIGN GROUP, P.C., AND ARE O \ \ NOT TO BE USED OR REPRODUCED IN ANY MANNER. PERMISSION OF EXCEPT WITHMILDREN THEDESIGN PRIORGROUP,WRITTEP.N C. N � 131 -LONG ARM 59"(1500mm) B2 -DOUBLE LONG ARM 59"(1500mm) CO o for pole section 04"(102mm) for pole section 04"(102mm) Date: 08 September 20 17 aD POLE TYPE: TAPERED STEPPED CURVED STRAIGHT ce/ MAX 20f1. MAX 20ft- Drawn by: Checked by: w0 m DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE LAST UPDATE:FEBRUARY 23,2017 LB-R5 DUE TO CONTINUOUS IMPROVEMENTS.THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE:FEBRUARY 23,2017 LB-R5 DD HB Ls.l 0 • • • 9320 Boul.St-Laurent,suite 100,Montreal(Quebec}Canada H2N 1N7 • • • 9320 Boul.St-Laurent, .aurent,sorts 100,Montreal(Quebec}Canada H2N 1N7 IX iG�ni C US P-:514523-1339 F-:5145256107www.iguzzini-na,com i ..iuui 1i COUS P.:514.523.1339 F.:514.525.6107 www, uzna.com 0/ NORTH AMERICA NORTH AMERICA Job Number: 116139 J a w 0 Sheet Q J 0< m O ILI Li September 2017 E2.00 EL/ C MILDREN DESIGN GROUP, P.C. 2frLsoOt .....,,,. __J I `• I c______ I \ ARCHITECTURE ■ SPACE PLANNING I 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 __i L� y I ,- (503) 244-0552 L ) '0' ,,,,, ', -L.__,/ I 4 �� L -, `, WHPacific I L___-J I `� 9755 SW Barnes Rd,Suite 300 — ` `�`�` `````�� ` Portland,OR 97225 I / ` ` 503-626-0455 Fax 503-526-0775 � �` �` www-whpacificcom ,... I I J / (ti I I -, it ._ ... ..... . . ,... - I I - � 87 ` , r J , / MORS ..52 - 6" MARE y • : ORE 0 _J t I ,/\ r4111111%* 16 ' 90 ,•' 1 AMORE '•+.11� 53 914or - MICHAEL D.SM H `- �� 1 °-N- 6" MAPLE CAMORE 1 ` 1, 4/4/94 W a _ I d OREGON ti f 1 r 1 92 �, \ rx—xTx x x x x —x—x—�t �x �x�A-}----fix—x w x— .. " —x \\ . I }� \ 1 —i� I I J ®y SY(AMORE 4P fig' '+ �50 51 cSYCAMORE SYCAMORE •••• II �►/ •., Client: ( — JLR / 01 ' nn e 8" MAPLE 14 tL____ J 0 'h , > _ -/- ! ;cn 1 CO n n a- I C_ 720 NE Grand Ave. 02 55 Portland, Oregon 97232 0 jl 14" MAPLE 'i :: 5-, 54 �� " MAPLE lb. 0 • 3" MAPLE ► ,,� / Project: a1,,, c New Building - -a111 ti ZO `- - 03 ti,, 12" MAPLE c l Lei(f) 01 w 01 , \ a E SW Washington Square Rd. � _ Portland, Oregon 97223 ec H- +i' o le 4 it I \ 05 '`•�•' Sheet Title: I 11, F<J1 0412" MAPLE 10" MAPLE --11 _ :,, _,5 0 7 o , ` , I TREE • o ,• � 0 I SCALE PRESERVATION C 20 0 10 20 0 PEl I . w a) I i PT-27L--!-14 , /41 \ FFET , & REMOVAL ` _ ' H- PLAN 1 INCH = 20 FT. -o MATCHLINE -SEE SHEET L1.1 [,.- u , Q? Q U U 0_ ° LEGEND: tn Revisions: 0 a J 0 • PI I- 0 i ,_, ., 00 ---6 a / ( o I EXISTING TREE TO REMAIN I— 0 / o _..I 0 CL 0 X LsJ / X- X EXISTING TREE TO BE REMOVED • 0 a (nu' EN 0 o ft 1- KEYNOTES MILDREN DESIGN GROUP, P.C., 2017, ALL U RIGHTS RESERVED in ,Q 0_ O EXISTING TREE DRIPLINE I, MICHAEL SMYTH, ATTEST THAT THIS TREE PLAN MEETS ALL OF THESE DRAWINGS ARE THE PROPERTY OF _ o MILDREN DESIGN GROUP, P.C., AND ARE THE REQUIREMENTS IN SECTION 10, PART 2, OF THE CITY OF NOT TO BE USED OR REPRODUCED IN ANY �'c0 O PROPOSED TREE PROTECTION FENCING: 6 FT. HT. TEMPORARY TIGARD URBAN FORESTRY MANUAL. MANNER, EXCEPT WARN THE PRIOR WRITTEN 2 - PERMISSION OF MILDREN DESIGN GROUP, P.C. ELPERMISSION CHAINLINK FENCING. e--- (11 .Q' (Nu) Date: 25 MAY 2018 REFER TO SHEET L1.2 FOR TREE PROTECTION NOTES AND MICHAEL SMYTH, LA co ,_ O DETAILS. PROFESSIONAL LANDSCAPE ARCHITECT (OR#317) Drawn by: Checked by: op O FOR ADDITIONAL INFORMATION REFER TO ARBORIST REPORT � SBS MDS -1 -S PREPARED OCTOBER 10, 2013BY WHPACIFIC, INC. in Job Number: 116139 L Sheet 1- 1-- QQ ci PERMIT SUBMITTAL MAY 2018 L1 .O MATCHLINE - SEE SHEET L1,0 hq.., .....„ 06 .J;' / MILDREN DESIGN GRouP, P.C. 12" MAPLE E / \ � / ( ARCHITECTURE SPACE PLANNING � - ♦ `.. Eih& .10) 5z5.-" � �\ 7650 S.W. Beveland, Suite 120 �**. PLE Tigard, Oregon 97223-8692 „,,,,....,,,,. • � r (503) 244-0552 - .♦ 58 r � O II 1 1 r 40&,„1,..V# P \ \ / ' x I �_ -------- ♦�.� . 4” MAPLE •I 07 . •�. .� 12" MAPLE 1,,.. W.4 l 9755 SW Barnes Rd,Suite 300 ►c ` F ; • �� Portland, 25 OR 9 Fax 503-526-0775 ,� www.whpadfic.com 1 4* A‘l*WN Iii ♦ � I 93 ♦/�.- ♦ ♦ .:. 4 x ,,.. .__ --r'" 11" MAPLE ♦/��♦• \ / __/ _ �� 76 f ci• #4*4•11. - MAPLE I -"'gu I 4 I I r ./°****v 1-t / 01 / • ._ 41,__ ♦ .. _ / t * 317 ,it, 1? .... . •/ 4"* ♦ . \ST 41/3 ASH r `-17 1 r MICHAEL D.S H ,er: . %ft , illpiti MAPL 4!4194 ./Ayatkil* 4111: ] 1 It �� 44„ �\ �• r d OREGON ,,_,./4.? ,.. . _r.:_.,_-- _ ,, ] 41 P_A //t a c t P,-, - • / ** 4 4.' 67 .0:- ,,,,„..„,,,, ,, • diy 4PE ikliC) 4 '7 ' � 3" ASH \ s.; 78 1 / / • // , 1111111%,, IP /,----0 + MAPLE 11 Client: IP' // JLR 1 / 4 ). W*. 44, " \ ---____ i : 1, , . . Aly ikr iwipti. • tai; MAPL 5411. MAPLE - i E p i **_ 4i 46‘, sr iffr 6 c W 22 i / /i/ $ HORNBEAM �.I'/ f �1�j:�+ ..,„ , 4-, i . i u 21 8" DOGWOOD trefi, ♦' r�'" � �� 6Ait.',:: � 79. 16 SYCAMORE �. " '_ �'� a, ` *4 l ' 63 + 6 CHERRY �t;��; 9"'yMAPLE 720 NE Grand Ave. 4111114 41111111r . �. . �M' �I�_�. , ::: 0232 .)8( /. 2 MAPL li 24 65 I�4AIP \4" DOGW000 / " CHER' lir A5111111E111111 or 08 �; ' _ 8 gips - 26 422UDOUGFIR �. 9" MAPLE 13 �, " ,' I 2 BOG OOD �Aji, �f 41, 4 DOGWOOD * ielrit �R� APLE New Building a � 9" MAPLE (/ 411411 z0 $ •�41"4 ' ==� ;■ CP I 11 �4" DOGWOOD 29 > 66 . 4**** 74 41140‘341411‘1;/* ' �� Z 09 \ � ► 18" SYCAMOR „ *. �� `• 30 / 10 CHERRY 5 MAPLE 5 MAPLE elitia o " / 6 BIRCH Ne, / . \ 12 MAPLE f 1 n • 12" OUG FIR '/� •',. ' Q / ,1 12 \ �� / / ,4� 14" DOGFIR / / 31 ' itit ; w / ^ 12" CHERRY 67 I +w APLE SW Washington Square Rd. / 16 32 �. 7" MAPLE / ��' g q 8" PINE 8" CHERRY r l / \ + 73 82 �� Portland, Oregon 97223 \ 15 / \ �� 33 6 MAPLE 1 Aft,o,�„ FIR f � „ $ MAPLE f012 DOUG i -- / 12 CHERRY � 1Et \ / 34 /� • r� / / - ' ' �� Sheet Title: a. f �, 10 PIN44111111P i -,___I ` �. :�� 1$” SYCAMORE % 35 72 7Ih',I� Q 1 '� / i1 •:,F 68 8" MAPLE �� `''=- I`fl�r� •" MA LE 8 CHERRY 4 � * /� TREE a o -- / A.°//- '-'>-<36 i 7" MAPLE / C7 / ^ � 18 12"ASH- � '� 49 37 �. j H ! / \ �.: 8� PINE ��/ / / �' ��/ 37 ' f 4? f 1 �r i / / / , ' 2" CHERRY ,.L _/ , 17e1 / / • { *9 MAPLES / , CX REMOVAL 18 DOUG FIR O ` / // 69 • +N85 ' �� LEGEND: .. - 10 CEDA• / 12" MAPLE � le a 03 x i �.�► PLAN /' a Q 38 41A /�` � Xail* a_ o 1$ PINE 39 10" PINEAir 70 Revisions: © 1 a" PINE �� Alow ', '� C �� / \ 10 MAPLE 86 J \ 0 /� i-- r° 71‹ / !'A I EXISTING TREE TO REMAIN / \ or 10" MAPLE •. \ /�li 1a" PINE ` ' r I 1 i---- \ 46liip RD -� lit — f ff \� 24" COTTONWOOD 10" MASE/0 47 49 / //�■ 1- o ��- - / 10" MAPLE 48 10" MAPLE f �• o )1( X EXISTING TREE TO BE REMOVED 0042 _� _/ 7 / - \ �— \ \ 10" MAPLE ,,../ INA,�� RH�,�, 10" PINE 43 - 'r /�rt �\ f• 1 1 /�_ �\ \ /� _' �\� ` /� 27760 s 1 -` � �, EXISTING TREE REMOVED 8"COTTONWOOD f 1 \ fr, N 1 1 ' 0 1 �- 1/ -�� / \ fU/I /y10/ 0 45 ti� , \ N, _/ / _/ i KEYNOTES 0 15" COTTONWOOD �� / 417/ DESIGN D DRIPLINE I, MICHAEL SMYTH, ATTEST THAT THIS TREE PLAN MEETS ALL OF 41C. . � 0 0RIIGHHRTSNREESERVED GROUP, P.C., 2017, ALL 4 Q O1 EXISTING TREE ��L� � � MILDREN DESfGNTHESE 5ARE THE GR0UP, P.C., A�� THE REQUIREMENTS IN SECTION 10, PART 2, OF THE CITY OF �f O PROPOSED TREE PROTECTION FENCING: 6 FT. HT. TEMPORARY TIGARD URBAN FORESTRY MANUAL (0 *�J / N NOT S BE USED OR REPRODUCED IN ANY CHAINLINK FENCING. MANNER, EXCEPT WITH THE PRIOR WRITTEN ' PERMISSION OF MILDREN DESIGN GROUP, P.C. C Lri .C3' ' 1 Date: 25 MAY 2018 "' REFER TO SHEET L1.2 FOR TREE PROTECTION NOTES AND MICHAEL SMYTH, LA d O DETAILS. PROFESSIONAL LANDSCAPE ARCHITECT (OR#317) co c Drawn by: Checked by: T 0 SC ALE O ,_ 04 FOR ADDITIONAL INFORMATION REFER TO ARBORIST REPORT PREPARED OCTOBER 10, 2013BY WHPACIFIC, INC. 20 0 10 20 SBS MDS 0- Job Number: 116139 ( FEET ) Lv = ' 'NCH - 20 FT. Sheet o EL PERMIT SUBMITTAL - MAY 2018 L1 . 1 Number Common Name Botanical Name DBH fin} Diameter(ft) Cond Comments Treatment 1 Maple Acer 8 14 1 Full canopy, straight trunk Remove 2 Maple Acer 14 20 2 Full canopy, straight trunk Remove 13 Maple Acer 12 16 2 Full canopy, straight trunk Remove 14 Maple Acer 10 16 2 Full canopy, straight trunk Remove �� TREE PROTECTION NOTES: TREE REMOVAL & 15 Maple Acer 12 14 1 Hazard condition, half dead canopy, split trunk Remove MILDREN DESIGN GROUP, P.C. 6 Maple Acer 12 20 1 Hazard condition, half dead canopy Remove ARCHITECTURE • SPACE PLANNING RETENTION TABLE: 7 Maple Acer 12 28 2 Full canopy, straight trunk Remove 1 . NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT WRITTEN 7650 S.W. Beveland, Suite 120 I8 Doug Fir Pseudotsuga Menzies!' 22 25 2 Healthy canopy, straight trunk Remove CONSENT FROM THE PROJECT ARBORIST AND CITY ARBORIST. Tigard, Oregon 97223-8692 19 Maple Acer 12 12 2 Full canopy, straight trunk Retain (503) 244-0552 2. TIMELINE FOR CLEARING, GRADING, AND INSTALLATION OF TREE PROTECTION MEASURES: WORK WILL BEGIN WITHIN I10 Doug Fir Pseudotsuga Menziesii 9 8 1 Thin canopy, poor health Remove THREE (3) WEEKS OF PFT PERMIT INSURANCE BY THE CITY. TREE PROTECTION WILL BE INSTALLED PRIOR TO ANY 111 Birch Betula 6 18 1 Split trunk,very poor health Remove GROUND DISTURBANCE WORK, CLEARING, AND GRADING WILL FOLLOW. 12 Doug Fir Pseudotsuga Menziesii 14 14 3 Healthy canopy, straight trunk Remove 13 Maple Acer 9 18 2 Full canopy, straight trunk Remove 3. PLACING MATERIALS NEAR TREES. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY 114 Sycamore Platanus 14 25 1 Full canopy, straight trunk Remove TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, PARKING EQUIPMENT, PLACING SOLVENTS, STORING WilPacifit DouBUILDING MATERIAL AND SOIL DEPOSITS, DUMPING CONCRETE WASHOUT AND LOCATING BURN HOLES. 115 Pinus 2Fir Pseudotsuga Menziesii 10 22 2 Healthy canopy, straight trunk Retain 116 Pine 0 22 2 Healthy canopy, straight trunk Retain 4. ATTACHMENTS TO TREES DURING CONSTRUCTION - NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE 117 Doug Fir Pseudotsuga Mcnzicsii 18 22 2 Healthy canopy, straight trunk Retain 9755 SW Barnes Rd,Suite 300 Portland.OR 97225 DESIGNATED FOR PRESERVATION. 118 Pine Pinus 8 12 1 Poor health,thin canopy Remove 503-626-0455 Fax503-526-0775 www.whpacihc com 5. PROTECTIVE BARRIER. PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: 119 Sycamore Platanus 18 25 1 Crooked trunk, poor health, partially dead canopy Remove 120 Sycamore Platanus 18 25 1 Crooked trunk, poor health, partially dead canopy Remove 5.1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE AND 121 Sycamore Platanus 16 22 1 Poor health Remove COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF TREES AS 122 Hornbeam Carpinus 8 14 3 Very good condition Remove SHOWN. FENCES SHALL BE CONSTRUCTED OF 6' HT. CHAIN LINK FENCING. POSTS SHALL NOT BE PLACED FURTHER 123 Dogwood Cornus 8 18 1 Very poor health Remove THAN 10 FEET O.C. APART. 24 Dogwood Cornus 4 10 0 Dead Remove 5.2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX (6) INCHES, OR WITH PLYWOOD OR 25 Dogwood Cornus 4 10 0 Dead Remove SIMILAR MATERIAL, OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY 26 Dogwood Cornus 4 10 0 Dead Remove 27 Dogwood Cornus 4 10 0 Dead Remove HEAVY EQUIPMENT. I S 714 5.3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN 28 Dogwood Cornus 2 8 1 Very poor health Remove 29 Cherry Prunus 10 12 1 Very poor health,thin canopy Remove 317 THE TREE PROTECTION ZONE. 30 Doug Fir Pseudotsuga Menziesii 12 14 1 Decent canopy, straight trunk, ivy infestation Remove • + 5.4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO (2) FEET DEEP TRENCH, AT THE EDGE 31 Cherry Prunus 10 12 0 Dead Remove �—' OF THE TREE PROTECTION ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. 32 Cherry Prunus 8 19 0 Dead Remove , MICHAEL D.S 5.5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO AVOID 33 Cherry Prunus 12 10 1 Very poor health, underdeveloped Remove ,t 414194 [r-17 DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT 34 Pine Pinus 10 12 1 Very poor health, competing with adjacent volunteer Remove <: OREGON CONSTRUCTION PERIOD BY WATER AND FERTILIZING. 35 Cherry Prunus 8 10 0 Dead Remove Cl 5.6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ARBORIST AND CITY ARBORIST 36 Ash Fraxinus 12 12 1 Poor health, competing with Pine Remove AE Ag, C) AUTHORIZES THEIR REMOVAL. 37 Cherry Prunus 12 6 1 Poor health Remove 5.7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL 38 Pine Pinus 18 12 1 Poor health, ivy infestation, competing for light Remove OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. USE PLANT MATERIALS 40 Pine Pinus 39 Pine Pinus 10 12 1 Poor health, ivy infestation, competing forlight Remove 10 12 1 Poor health, ivy infestation, competing fur light Remove Client: WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY 41 Pine Pinus 10 12 1 Poor health, ivy infestation,competing for light Retain FROM TRUNKS. 42 Pine Pious 10 12 1 Poor health, ivy infestation,competing for light Retain JLl R L 6. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT 43 Cottonwood Populus 8 15 1 Poor health, split leader Retain ARBORIST'S AUTHORIZATION. THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF 44 Cottonwood Populus 24 35 1 Poor health, split leader, ivy infestation Retain THE TREE'S ROOT ZONE WITH LIGHT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING 45 Cottonwood Populus 15 18 2 Good health Retain 7 OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION DEVICES MAY BE REQUIRED 46 Maple Acer 10 16 2 Good health, full canopy, straight trunks Retain o TO ENSURE THE TREE'S SURVIVAL. 47 Maple Acer 10 16 2 Good health, full canopy, straight trunks Retain 48 Maple Acer 10 14 2 Good health, full canopy, straight trunks Retain Cf) 7. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE 49 Maple Acer 10 14 2 Gond health,full canopy, straight trunks Retain a) PROTECTION ZONE, IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE ROOTS.ci: 50 Sycamore Platanus Not included, off site 8. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITH THE TREE PROTECTION ZONE OF ANY TREE TO BE 51 Sycamore Platanus Not included, off site 720 NE Grand Ave. I� PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST. THE PROJECT ARBORIST MAY REQUIRE 52 Maple Acer 6 12 3 ,Very good health,full canopy Remove Portland, Oregon 97232 (-N SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO 53 Maple Acer 6 12 3 1Generally good health, smaller stature Remove MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 54 Maple Acer 3 4 1 Very small stature, poor health Remove 55 Maple Acer 3 7 2 Good condition, small stature Remove 9. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROTECTION Project: D 56 Maple Acer 4 7 2 ,Good condition, small stature Remove o ZONE OF TREES TO BE PRESERVED. THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE pVery poor condition, thin canopy, small stature Remove 57 Maple Acer 3.5 10 1 Q ROOTS OF TREES TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT TRENCHING WOULD ---� 58 Maple Acer 4 10 1 Very poor condition, thin canopy, small stature Remove New Building SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. 59 Ash Fraxinus 3 10 2 Reasonably good condition, small stature Remove 77, 10. DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED 60 Ash Fraxinus 3 10 2 Small stature,thin canopy Remove FOR PRESERVATION. 61 Maple Acer 2 12 2 Healthy but unmaintained Remove o 62 Maple Acer 2 12 2 Healthy but unmaintained Remove Q 11. ADDITIONAL REQUIREMENTS. THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES 63 Maple Acer 2 12 2 Healthy but unmaintained Remove WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. 64 Cherry Prunus 6 8 0 Dead Remove I U) 65 Cherry Prunus 6 6 0 Dead Remove cr 66 Maple Acer 5 7 0 Dead Remove a. 67 Maple Acer 7 8 0 Dead Remove SW Washington Square Rd. WL1 68 Maple Acer 7 8 0 Dead Remove I Portland, Oregon 97223 L 1- 69 Cedar Cedrus 10 14 2 Stright trunk,good canopy,good condition Remove 5ROOT PROTECTION ZONE NOTES: 70 Maple Acer 10 8 2 Thin canopy, partially dead Remove o_ 171 Maple Acer 9 12 2 Good condition, small stature Remove 1 Sheet Title: cn I 72 Maple Acer 8 10 1 Poor health, half dead canopy Remove ENCROACHMENT INTO THE ROOT PROTECTION ZONE IS ALLOWED WITH PROJECT ARBORIST APPROVAL AS DESCRIBED IN 73 Maple Acer 8 10 1 Poor health, half dead canopy Remove .o THE FOLLOWING NOTES: 74 Maple Acer 5 8 1 Poor health, half dead canopy Remove - 0 1. EXCAVATION IN THE TOP 24" OF THE SOIL IN THE CRITICAL ROOT ZONE AREAS SHOULD BEGIN AT THE EXCAVATION 75 Maple Acer 5 10 1 Nearly dead, very thin canopy Remove TREE 61` LINE THAT IS CLOSEST TO THE TREE. 76 Maple Acer Not included, off site 77 Maple Acer Not included, off sitePRESERVATION (n 2. THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A PERSON WITH A SHOVEL PRUNING 78 Maple Acer Not included, off site l c SHEARS, AND A PRUNING SAW. 79 Maple Acer 9 12 1 Thin foliage, poor health,undersized Remove o_ i3. IF DONE BY HAND, ALL ROOTS 1" OR LARGER SHOULD BE PRUNED AT THE EXCAVATION LINE. 80 Maple Acer 10 14 2 Moderate health,straight trunk Remove & REMOVAL 81 Maple Acer 9 10 2 Moderate health,straight trunk Remove _ ,�; 4. IF DONE WITH A BACKHOE (MOST LIKELY SCENARIO), OPERATOR SHALL START THE CUT AT THE EXCAVATION LINE AND 82 Maple Acer 6 8 1 Extremely poor health, split trunk, half dead canopy Remove TI-- D CAREFULLY "FEEL" FOR ROOTS/RESISTANCE. WHEN THERE IS RESISTANCE, THE PERSON WITH THE SHOVEL HAND straight trunk Remove PLAN CAREFULLY83 Maple Acer 9 12 2 Thin canopy, mDIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1" DIAMETER. 84 Maple Acer 9 12 2 Thin canopy, moderate health Remove i a 85 Maple Acer 12 14 2 Thin canopy,good health Remove O 86 Maple Acer 10 16 2 Healthy,straight trunk Retain la -o Revisions: 87 Sycamore Platanus Not included, off site Ci C3 88 Sycamore Platanus Not included, off site o 89 Sycamore Platanus Not included, off site ▪ °' 90 Sycamore Platanus Not included, off site 91 Sycamore Platanus Not included, off site 0 92 Sycamore Platanus Not included, off site L 93 Maple Acer 11 18 3 Good health, full canopy Retain Lti I-- •2 1DBH is tree diameter measured at 4.5-feet above the ground level, in inches O 2Diameter is the average crown diameter measured in feet 0_ X 405G identies the trees as either Open Grown or Stand Grown the average crown radius measured in feet LLJ SI-IT identifies whether or not the tree is a Heritage Tree leither Y for yes or N for no) a r Cond is the numerical condition rating(0-3) as defined in the Tigard Urban Forestry Manual: O Nr RATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS DECAY ter` N O 0 dr,idto*PvererdeclinP <30% rnajorscaffold branches >1.scaffold infested major conks and cavities d1 declining 30-60% twig and branch dieback scaffold branches infested one to a few conks;small cavities 0MILDREN DESfGN GROUP, P.C., 2017, ALL i- 7 average 60-R0% small twigs small branches Minor present only at pruningwounds RIGHTS RESERVEDO 3 goad to excel cot 90-100`%" Mlle or none none None absent to prescnl onlyat pruning wounds THESE DRAWINGS ARE THE PROPERTY OF 'Pres is the numerical suitability for preservation rating 10-31 as defined in the Tigard Urban Foresty Manual: MILDREN DESIGN GROUP, P.C., AND ARE O NOT TO BE USED OR REPRODUCED IN ANY RATING CONSIDERATIONS MANNER, EXCEPT WITH THE PRIOR WRITTEN (-) PERMISSION OF MILDREN DESIGN GROUP, P.C. CI_ D The tree is a "hazard tree"as defined in chapter 18,120 of the Ti Pard Development Code and"hazard tree abatement"as defined in Chapter 1E1120in the Tigard Development Code cannot be completed in a mannerthat results in O tree retention consistent with tree care industrystandarris.ri Date: 25 MAY 2018 ell 1 s- o The tree is dead,in severe decline,ordeclining butetlay still be retained if desirable for wildlife orother benefits because Itis not considered a "hazard tree"or"hazard tree abatement'could be performed. Drawn by: Checked by: oc) e` 7 The tree has average health and/nrstructural stahilitythat could he alleviated with treatment;the tree will he less resilient to development impacts and will require more frequent m,arragementand monitoring,after development O than a tree rated as a "3". SBS MDS CV a The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts,and wilt require less frequent management and 'monitoring after development than a tree rated as a "2", Job Number: 116139 a: co Iii Sheet • F— < PERMIT SUBMITTAL - MAY 2018 L112 -I r- MILDREN DESIGN GROUP, P.C. _ - - ` - . ` ARCHITECTURE SPACE PLANNING '�^ I \ 7650 S.W. Beveland, Suite 120 I _ Tigard, Oregon 97223-8692 (503) 244-0552 I r- � ` II o L.t- - IWHPaufic } L I ` ` 9755 SW Barnes Rd,Suite 300 / - Portland,OR 97225 ` `�� ````�� ` 5036260455 Fax 503528-0775 [ ` - wwwwhpacifc.corn ) ,. _ ii t •-,--..-,.--...-..-,. -...., s•-•,I I 1 / I I S( _ ,_ _1 _r . wi J I_ J / --- I I `` - _ - ` I I _ — - ` I I .._ i ,, \.. C____ too ....... / / ----- . L 317 ,46 P_T `� _ --_._.--_.—_._ . . .. ,..-1 MICHAEL D.S H _.-__ 4!4194 w d OREGON A, // M/7 i 17 /'7�� //77 177// _/////»/ ��/77/7777/////////////2/1///////i �� 4 \ `SAE Ag' / . . Client: ( —, . , / /. : � .I \ _. (. ., f. te..:. ..... ..'.'..". ., ,, ,. ................. ...................;. ....iN 02 ` . :.. ..'...:.. ,I>� .'. . 1 -'1111 , . .. :......• : •-\ I ' ...' . . 720 NE Grand Ave. :::: :•�� :: 1�' >.:.:':'. L.'...... 1 Portland, Oregon 97232 \ -� -•• i l: : . 1►,.././.- '. .. .. / I..-. .'. .. . ...... ....... : • / � II j . - f� Project: ..... . A.:.:.:.:.:.-:•:•\:-.•.:‘ / °�1 / .:• ..: : '•.:1 • : :.:'.'/ / New Building .-:-..... 15 V - \ i '-- ,...',. ". 1 �' SW Washington Square Rd. zo 1 04 \ /:: Portland, Oregon 97223 U • = ._:.:::.:...::....._: j r.,.:. ,. ... .: : ': ..: :':':':': .112 �\ ;� ::::: 4 cn \ � Ji.,.......*.. k. ... � Sheet Title: I \ . TREE 7.j N -' �,_JO 1" .., CANOPY & c 0 1 . . . . .::.: :...:.;.:... /�4� :+. . 115 ••-•'•• I �: :.:_:.:_:.:':1: ........ . �..:::,.� 16 ... .�1• �� *, . .. .+ I� SC ALS 20 0 10 20 SOIL 0_ , , / ..-.---:-:-:.:-A.:-,-....-.-••....-.-.*--7P. - v_._-_---/ te.....,w, ' " . .,. ....-7-,......03 , . -1 iwii \, c,_ \ �. .... .. ....".. .+ � ,�11'��`�` ,� ( FEET ) cn t I • 1 INC H = 20 FT. VOLUME - -o MATCHLINE-SEE SHEET L1.4 PLAN_co , . LL 0 LEGEND: COVERED SOIL MATERIALS: Revisions: o c _ COVERED SOIL MUST CONSIST OF THE FOLLOWING MIXTURE o i/ \ OF GRAVEL, SOIL, AND ADMIXTURES: orn / \ 1-- 0.1 I + 9999 1 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25" o .c1 EXISTING/PROPOSED TREE MAX. 30% PASSING 0.75" O o / cE / - 2. LOAM /ORGANIC TOPSOIL w c -- -- - - - INDIVIDUAL TREE MATURE CANOPY OUTLINE 3. SOIL BINDER SUCH AS 'STABILIZER' OR APPROVED EQUAL o J EL c 4. WATER w QUALIFYING MATURE CANOPY COVER / o,r, PROPORTIONS OF COVERED SOIL MATERIALS o 7 //// OPEN SOIL: NEW TOPSOIL, SEE SPECIFICATIONS E3 7 MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY 0.12 0 n- * }+*+1.1. + + +I COVERED SOIL PER DETAIL 1/L1.8 OF COVERED SOIL OF COVERED SOIL. / + MILDREN DESIGN GROUP, P.C., 2017, ALL I RIGHTS RESERVED Q + CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS Q a_ THESE DRAMANGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE o TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD NOT TO BE PTT WITH THE OR OPRIOORR MITTEN a_ d. PERMISSION OF MILDREN DESIGN GROUP, P.C. c c_ •c' SOIL BINDER 13.7 OUNCES 4 POUNDS c\I cn Date: 25 MAY 2018 co o WATER 1.6 GALLON 46 GALLONS Drawn by: Checked by: Q -0 SBS MDS r-) THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER CONTENTS ASSUME THE Jab Number: 116139 Ln TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE Li ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE Sheet Q▪ Q RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED WILL BE o a_ DETERMINED DURING MIXING. PERMIT SUBMITTAL - MAY 2018 L1 .3 MATCHLINE -SEE SHEET L1.3 MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING / / ' 7650 S.W. Beveland, Suite 120 . , .... ......... [[r- 9---11 46' 411*11111'','w*k.st.i0io--.0 p 4,I I 4 11t.*,-S..:, 4t4/0 - ., 1 , / / ....... ::\ ♦ _ / Tigard, Oregon 97223-8692 ......... ..� 44W- .Mlis s,• _ ! . ........ .. .. r017# :;:;; 1 (503) 2440552 t/ / 7 ii 1 I rf#01.0...--gb „II* ..... , : ....... .... .7). . i \ * " """"•" 1111N---0011r. -.... . .\\-- \\\ ,t1401:*** � ! '#'... tom ___k\'''',.,_..../ N WHPactfic 4,.. ... • • • • S '��♦ r .... .4�� / 9755 SW Barnes Rd,Suite 300 .� .. , . , .+��1111111:41*/�� / --- Portland,OR 97225 / \ J ��♦ / • • • � �� ♦ 503-626-0455 Fax 5Q3-526-D775 / ' : . ♦/.L..1.� + +- + ��:�• ,'�41%or r www.whpaufic.com 4 ♦ -/ . 119 : . . ''.'..'.' '.'.'•.'•/ ♦ fir..4 - . �� ♦ ♦ 120 ',I/I\ 46 \ Al •-•-••--- „ow-.--...../40, /, 4i4fik• •"*••• Iffrfil-\ / ---.., ..... V • 4., z..-- I_ IJIF 4441Peripp.14e9s. /14P.Wiipyr //):1:- : 1 / / 1 -.. ....'"....'...---- ,r, ...,:i ......,. gt . .... .. ... .... ♦ ♦111PI: �/ --'''''''''.....'''''''6',.,,„ //// ...,.., 1.-/---. ... --.......... + ._:.iii �*------ -, „ ...........„...66_.....‹__ �_ � 08 . ,__.,. ,.....: ' -d 317 L. -'--_____--__: i • MICHAEL D.S H E-4 - / .r. ,.... _ _ _ ,...., . \ / ♦ , ...... . 414194 ... . � \:44 \ �i� '�, fit,]\ -•.'•�:�- '� '� \I: / �''''' ` 4 i 1 d OREGON �-: ...4- . -.... Wi* / aiI.:: .'.-.-:::.:..'...\ •�, / . , � I It 11 121/ ISE' :'-' '''''' ''� .y-. � ♦ � -•. ,. ® � //.le lc ii `�A� Ag t . . ';.:j r C = • ` : ` , \` �; ... . /// Client: \ . ..- . i♦ •••,rte t� •. Apr J��7.A...›...:4111:17 JLR . .. ... . ♦• *** .,iiii** i I ♦� // viopiplor.* iii .a `' Ili :1 , :::: :::::::...., _• �E, 1 -. . 7, ♦ 122 , , ' / 720 NE Grand Ave. \ �I:. :: :_:.:.:.:�,/ 17 /: -.��: '.,..:.'. .'. ._. .:.'. . .► „ 0� �4��s7 _ / Nitritatoiti \L Portland, Oregon 97232 / �: ' : : \ : 123 ! / . : . .:...:.• ..:..::. � 1:.``.` /. - /� /VS , Project: . 4, *4* .41." ! 11� .. .: : . .......:.:.:...:...:.•..:.... � :� �- ,444,61/..W1 '!♦ 411/ift New Building \�. �.... .. .. .. ... .. .: . . . .�18 (iii ;, ” 411 Pr _ ' .rierg" ia �I!►' '-�� 2D / ` 4/Eit 6 \I 1-,. ..i.,. 7 Nzis , 47., ---:A..., la / / -*LORI** f / 1 21 + *+� .. / � � . ` / *it /� '::(i:ilaawilif 124 ! .� 1} L\ : ::.:: :_: :: f�� \I 44V/ /k l� /fit* / SW Washington Square Rd. • 30 • ,. I/'A4 ■ Q \ •t�°.: . . . : 28 _ — — _ 110 Portland, Oregon 97223 ?" . . ............. a. \ . . . . • .- . . . `. . — / '< </1 \ Sheet Trtle. �' \ : 29 : : : . . . .' ...'..'..'..'..'. .. / 109/.• ' • �` \• N. • ___-� ...� ,IP'- 41111p �. �� ' . � /11111:t11117 TREE A 4 • 1.:': it lit, a r/ 0 r, 34 . . . . �. . ... .......... ... • '._o ,._0 CANOPY & /37 �.� /` . / _. L.:::.. 1408 kV 25 I it .:Ii -- -.-....... .4.e. , ..............:.. . 35 IAA/ � � �� • '•1Y_ N .': .'• : : 40. . . . . . . . . . � . .:. . - .:1 �' / / / / �`. � � 1 / mSOIL :. . . . . . .:L / / 106 41"iiii..4., ,,,,„*.,. ' —f Z` / / !.. -_ i . Li . . Z �. leIN \ VOLUME _, u_, .. >_ co �� ` //• < < 1 105 . : : .': :. . . .. . . .. \ LEGEND:. , , iii PLAN i /.. .'.'._'.'. .'.', .'. .'.'. \. .. . . . . . . . . . . .. ...� . . . .. . 104 : :' : >i, ! �, �. . . . ...:... .. . . . • :4.- ♦ 126 Revisions: - , • .. . . . . . • 103 . . .. LL: -0 I +9999 1 \ 4 : : :::\ /: :: :: :::: ::::: . . : : :: : \` � EXISTING/PROPOSED TREE 102 rat / 0-, -- `� ' `�6drati `��- : fib N. - ." 45 •44, . :: :' : I c 4�/ice . c� . � 100 . ;Opt - ----- - - - TREE MATURE CANOPY OUTLINE 46 �� '. - 58 : : - :- ..:............ .. . . . . . 98 . .. a INDIVIDUAL \ 47 .�1'�� •� / fi7 : . ,l;\ .. . .......... , . . . • 101 . . . . . . o \ 48 �,1��/r --: - 53 :- .. 59 63 . .'. .' . .' .' . . 71 '. ' . ..'. . ... . . . .. . . . . . . . . .. . . . . . . . . . . . ./14/ . �Q ,� •- QUALIFYING MATURE CANOPY COVER -'� - ��.a 97 . . . . . . . \ \_ 50 ��r./1/ - - - . . . . . . . . . . . . .. . . . . . 69 : : :' ' ' . 78 : . 79 . . 95 4 L 0 —.7 - 1 _ ` ^ 52 �_. _ . • :. .:. . 57 fi0 • - • . 62• • : . : : : . . :. :. :. .:. .: .: .: .. :.. . . . . 80 . . � 410„ 127 1 r.— x A OPEN SOIL. NEW TOPSOIL, SEE SPECIFICATIONS / . . . .. . .. 77 .. ... .. . . .. . .. .. . ... .. .. . .. . .. .. .. . .. .. . . I OR H 61 /. 87 s8 .' 94 , 0 0 r.,. .... ,...i. ,. -,,..1 ,, . + + + *+ CANOPYC::::1:::TAL 11L1.8 �? • • • • • • • • • • • ��. . . . . . . . . . . . . . . . , /5 ..... -_, ok i -/ _,____.__ `- • 4.-:-:-.'...,:21 . 4 \ `y 83 oA - 92 .',� Eft/ IF* M1LDREN DESIGN GROUP, P.C., 2017, ALL I— C� .:� C]'+82 / / RIGHTS RESERVED 0- COVERED SOIL MUST CONSIST OF THE FOLLOWING MIXTURE PROPORTIONS OF COVERED SOIL MATERIALS i-_ ,. _ . Q OF GRAVEL, SOIL,AND ADMIXTURES: - — �--� 90 . lit THESE DRAWINGS ARE THE PROPERTY OF \ •"�� 91 • • MILDREN DESIGN GROUP, P.G., AND ARE o AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY n •'�+ ' NOT TO BE USED OR REPRODUCED IN ANY '� ` 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25" MATERIAL \ ~`� \ ~�7►�. MANNER, EXCEPT WITH THE PRIOR WRITTEN o OF COVERED SOIL OF COVERED SOIL. ' I PERMISSION OF MIiDREN DESIGN GROUP, P.C. MAX. 30% PASSING 0.75" \N. �', �'� Date: 25 MAY 2018 CV ,�' 2. LOAM 1 ORGANIC TOPSOIL CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS - / \N._ /1 a SC ALE co 3. SOIL BINDER SUCH AS 'STABILIZER' OR APPROVED EQUAL - - - -- ■. 20 0 10 20 Drawn by: Checked by: o °J TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD "145 4. WATER THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE ITTlii SBS MDS TOPSOIL WEIGHT. THE ABOVE WATER CONTENTS ASSUME THE ( FEET ) " ---- SOIL BINDER 13.7 OUNCES 4 POUNDS TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE INCH = 20 r . Job Number: 116139 in� ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE WATER 1.6 GALLON 46 GALLONS RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED WILL BE Sheet a . DETERMINED DURING MIXING. PERMIT SUBMITTAL - MAY 2018 L 1 .4 SITE TREE CANOPY TABLE PARKING LOT TREE CANOPY TABLE D in(0)/Stutrtid f51 OPEN SOIL COVERED 501E I DIAL 501E %OF 511E CANOPY AREA OVER 511E I Rkk 4 COMMON NAME DO iANICAl NAME SILL AUG, MAFURL CANOPY aOpen MI f Stand l5) OPEN SOIL COVERED SOIL TOTAL SOIL '35 OF CANOPY OVER AREA OVER2:ktms ....„. Grown VOLUME Ic.f.1 VOLUME i(...f.l VOLUME (c.f.) COVER lin TREE 4COMMON NAME BOTANICAL NAfu1MATURE CANOPY • E Grown SIZE VOLUME;c.f.; VOLUME (c-F.I VOLUMEOLUh4E 1r.f.) AVG. PARKING LOT PARKING LOT(sf) piop0Secl 01 Red Maple Acer rubrum 0 2-112"Cal. 1,000 0 1,000 40'spread (1,257 st) 17% 211 proposed 02 Red Maple Acer rubrum 0 2 1/2"Cal. 1,000 0 1,000 40'spread (1,257 sf) 18% 220 01 Red Maple Acer rubrum 0 2-1,2"Cal. 1,000 0 1.000 40'spread(1.257 sf) 60% 760 MILDREN DESIGN GROUP, P.C. 03 Red Maple Acer rubrum O 2-112"Cal. 1,000 0 1,000 40'spread (1,257 sf) 16% 200 02 Red Maple Acer rubrum 0 2-112"Cal. 1 ,000 0 1,000 40'spread(1.257 sf) 42% 522 04 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 0 1,000 40'spread (1,257 sf) 17% 216 03 Red Maple Acer rubrum 0 2-1,2"Cal. 1,000 0 1,000 40'spread(1.257 sf) 43% 545 ARCHITECTURE ■ SPACE PLANNING 05 Red Maple Acer ruhrum 0 2-1/2"Cal, 1.000 0 1,000 40'spread (1,257 sf) 18% 231 04 Red P.laple Acer rubrum 0 2-1,2"Cal. 1,000 0 1,000 40'spread(1.257 sf) 43% 535 7650 S.W. Beveland, Suite 120 06 Red Maple Acer rubrum 0 2-1/2"Cal 1,000 0 1,000 40'spread (1,257 sf) 20% 246 05 Red Maple Acer rubrum 0 2 1.2"Cal. 1,000 0 1.000 40'spread{1.257 sf) 42% 525 Tigard, Oregon 97223-8692 07 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 0 1,000 40'spread (1,257 sl) 21% 262 06 Red Maple Acer rubrum 0 2-1.2"Cal. 1.000 0 1,000 44'spread(1.257 sf) 41% 515 (503) 244-0552 08 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 D 1,000 40'spread (1,257 sf) 22% 277 07 Red Maple Acerrubrum 0 2-1.2"Cal. 1.000 0 1,000 40'spread(1.257 sf) 40% 505 09 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 0 1,000 40'spread (1,257 sf) 23% 292 08 Red Map le Ace rrubnrrn 0 2-112"Cal. 1 .000 0 1,000 40'spread(1.257 sf) 42% 523 10 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 0 1,000 40'spread (1,257 st) 25% 308 09 Red Maple Acer rubrum 0 2-1.2"Cal. 1,000 0 1,000 40'spread (1.257 sf) 41% 516 11 Red Maple Acer rubrum 0 2-1/2"Cal, 1,000 0 1,000 40'spread (1,257 sf) 47°l0 585 10 Red Maple Acer rubrum 0 2-1,2"Cal. 1,000 0 1,000 40'spread(1.257 sf) 40% 504 11 Red Maple Acer rubrum 0 2-1 P2"Cal. 1,000 0 1,000 40'spread(1.257 sf) 25% 312 12 Vine Maple Acer circinatum 0 10'-12'Ht. 1,000 0 1,000 16'spread(201 sf) 75% 15012 Vine Maple Acercircinatum 0 10'-12'lit. 1,776 0 1,776 16 spread (201 sf) 25% 51 13 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 76% 153 13 Vine Maple Acer circi nalum 0 10'-12'Flt. 1.776 0 1,776 16'spread(201 sf) 24% 48 WHPacillt 14 Vine Maple Acer circi rlatum 0 10'-12' Ht, 1,000 0 1,000 16'spread(201 sf) 85% 171 14 Vine Maple Acer circinatum 0 10'-12'1-11. 1,776 0 1,776 16 spread(201 sf) 15% 30 /4\1 15 Red Maple Acer rubrum O 2-1/2"Cal. 1,776 0 1,776 40'spread (1,257 sf) 54% 664 15 Red Maple Acer rubrum 0 2-1,2"Cal. 1,776 0 1,776 40'spread (1.257 sf) 46% 573 9755 SW Barnes Rd.Suite 300 16 Red Maple Acer rubrum 0 2-1/2"Cal. 288 759 1,047 40'spread (1,257 sI) 29% 367 16 Red Maple Acer rubrum 0 2-112"Cal. 288 759 1,047 40'spread (1,257 sf) 71% 890 Portland,OR 97225 17 Vine Maple Acer circinaturn 0 10,-12' Ht, 1,503 0 1,503 16'spread(201 st) 61% 122 39% 503-626-0455 Fax 503-526-0775 f p 17 Vine Maple Acer circirlalum O T 0' T 2'Flt. 1,503 0 1,543 16'spread(201 st) 79 www.whpaclrrc.com 18 Red Maple Acer rubrum O 2-1/2"Cal. 1,503 0 1,503 40'spread (1,257 sf) 57% 7191 ,503 0 1.503 40's read 1.257 18 Red Maple Auer rubrum 0 2-1.2"Cal. p { sf) 43% 538 19 Vine Maple Acer circinatum O 10'-12' Ht. 1,503 0 1,503 16'spread(201 sf) 89% 179 20 Vine Maple Acer circinaturn 0 10'-12' Ht. 140 888 1,028 15'spread(201 sf) 100% 201 19 Vine Maple Acer circinatum 0 10' 12`Fit. 1.503 0 1.503 16'spread(201 sf) 11°r6 22 21 Vine Maple Acer circinatum 0 10' 12' Ht. 133 888 1,021 16'spread(201 sf) 98% 197 22 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1.503 0 1,503 16'spread(:201 sf) 8% 155 22 Big Leaf Maple Accr macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 64% 1,247 23 Big Leaf Maple Acer macrophyllum S 2-11'2"Cal. 1,000 0 1,000 50'spread(1963 sf) 17% 330 23 Hig I eat Maple Acer macrophyllum S 2-1J2"Cal. 1,000 0 1,000 50'spread (1,963 st) 73% 1,426 33 Big Leaf Maple Acer macrophyi[urn S 2-1.2"Cal. 1,000 0 1,000 50'spread(1.963 sf) 2% 45 24 Douglas Hawthorn Crataegus douglasii S 2-112"Cal. 1,000 0 1,000 20'spread(314 sf) 90% 284 36 Big Leaf[vlaple Acernlacrophryi[um S 2-112"Cal. 1.000 0 1,000 50' spread(1.963 sf) 16% 314 25 Douglas Fir Pseudotsuga menziesii S 10' I It. 1.000 0 1,000 40'spread (1,257 sf) 59% 740 38 Big Leaf Maple Acer macron hyilum S 2-1f2"Cal. 1,000 0 1,000 50'spread (1.963 sf) 18% 360 26 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1,000 0 1,000 20'spread(314 st) 86% 271 43 Big Leaf Maple Acer macrophyi[um S 2-1:2"Cal. 1,000 0 1.000 50'spread(1.9133 sf) 20% 391 27 Big Leaf Maple Acer macrophyllum s 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 61% 1,203 28 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 73`14, 913 49 Big Leaf Maple Acermacrophylfum S 2-1.2"Cal. 1.000 0 1,000 50'spread (1.963 sf) 17% 339 29 Douglas Fir Pseudotsuga rnenziesii 5 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 59% 745 54 Big Leaf Maple Acermacrophyirum S 2-1/2"Cal. 1.000 0 1,000 50'spread(1.963 sf) 23% 452 GIS TES 30 Douglas Hawthorn Crataegus douglasii S 2 1/2"Cal. 1,000 0 1,000 20'spread (314 sf) 100% 314 111 Red Maple Acer rubrum 0 2-1.2"Cal. 1.000 0 1,000 40'spread(1.257 sf) 39% 494 31 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1,000 0 1,000 20'spread(314 sf) 100% 314 112 Red Maple Acer rubrurn 0 2-1.2"Cal. 1.000 0 1,000 40'spread (1.257 sf) 68% 855 317 32 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread (314 St) 69% 216 115 Vine Maple Acer circinatum 0 10'-12'Flt. 529 486 1.015 16'spread(201 sf) 68% 137 • 33 Big Leaf Maple Acer macrophyllum 5 2-1/2"Cal. 1,000 0 1,000 50 spread (1,963 sf) 68% 1,336118 Vine Maple Acer circinatum 0 10'-12'Fit. 437 570 1,007 16 spread(201 sf) 45% 90 r C----E:=-.1. 34 Douglas Fir Pseudotsuga menziesii S 2-12"Cal. 1,000 0 1,000 40'spread (1,257 sf) 57% 77MICHAEL D.SM 35 Douglas Fir PSeu(lOtsrrga menziesii $ 10'Ht. 1,000 0 1,000 40'spread (1,267 s1) 62% 776 119 Red Maple Acerrubrum 0 2-112" Cal. 357 882 1,239 40'spread(1.257 sf) 16% 194 U IA 414194 Cz7 36 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50 spread (1,963 sf) 74% 1,452 120 Vine Maple Acer circinatum 0 10'-12'1-1t. 359 672 1,031 16'spread(201 sf) 41% 117 <:)� OREGON menziesii Douglas Fir Pseudotsuga enziesii S 10'Ht. 1,000 0 1,000 40'spread (1,257 sf) 94% 1,177 121 Vine Maple Aeercircinalum 0 10'-12'Fit. 262 750 1.012 16' spread(201 sf) 61% 122 38 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,063 sf) 77% 1,513 e 39 Douglas Hawthorn Crataegus douglasii 5 2 1/2"Cal. 1,000 0 1,000 20'spread (314 sf) 84% 264 Total Qua[ifiying Mature Tree Canopy Area: 12,388 SQ.FT. AE AgC 40 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread (314 sf) 100% 314 (Sum af'canopy area over parking lot) 41 Douglas Hawthorn Crataegus douglasii S 2-1(2"Cal. 1,000 0 1,000 20'spread (314 sf) 100% 314 42 Douglas Fir Pseudotsuga menziesii S 10'Ht. 1.000 0 1,000 40'spread (1,257 sf) 64% 804 Client: 43 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 78% 1,532 44 Big Leaf Maple Acer rrlacrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,363 st) 61% 1,190 T j D 45 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 60% 1,168 J L j�, 46 Douglas Fir Pseudotsuga menziesii S 10'Ht. 1,000 0 1,000 40'spread (1,257 sf) 56% 703 47 Douglas Fir Pseudotsuga,nerraasii S 10'Ht. 1,000 0 1,000 40'spread (1,257 sf) 55% 600 48 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1,000 0 1,000 20'spread(314 sf) 64% 200 49 Big Leaf Maple Acer macrophyllum s 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 37% 735 50 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread(314 sf) 59% 186 51 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1.000 0 1,000 20'spread(314 sf) 89% 184 LEGEND: 52 Douglas Fir Pseudotsuga menziesii S 10'Ht, 1,000 0 1,000 40'spread (1,257 sf) 55% 693 53 Douglas Hawthorn Crataegus douglasii S 2-112"Cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 54 Big Leat Maple Acer rrlacroptlyllurn S 2-1/2"Cal, 1.000 0 1,000 50'spread (1,963 st) 73% 1,442 55 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 / 720 NE Grand Ave. 56 Douglas Fir Pseudotsuga menziesii S 10'Ht. 1,000 0 1,000 40'spread (1,257 sf) 71% 891 Portland, Oregon 97232 57 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 65% 1,282 f + 9999 1 :.:.:.:.:.:.•.....:.:...:.::. QUALIFYING MATURE CANOPY COVER 58 Douglas Fir Pseudotsuga menziesii 5 10'Ht, 1,000 0 1,000 40'spread (1,257 sf) 100% 1,257 1 EXISTING/PROPOSED TREE 59 Big Loaf Maple Acer macrophyllum S 2-112"Cal. 1,0(10 0 1,000 50'spread (1,963 sf) 96% 1,831 ///�j 60 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1.000 0 1,000 20'spread(314 sf) 94% 295 j OPEN SOIL: NEW TOPSOIL, SEE SPECIFICATIONS gProject: 61 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 57% 1,118 Iz 62 Douglas Fir Pseudotsuga rnerrNew S 10' Ht. 1,000 0 1,000 40's read (1,257 sf) 04% 1,052 '` + + D 9 p - - - - - - INDIVIDUAL TREE MATURE CANOPY OUTLINE + + + o 63 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1,000 0 1,000 20'spread(314 sf) 100% 314 + + + + + ++ COVERED SOIL PER DETAIL 1/L1.8>- L.WBuilding Q 64 Douglas Hawthorn Crataegus douglasii S 2-112"Cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 + + 65 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 73% 1,432 66 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 98% 1,925 67 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 100% 1,963 QUALIFYING MATURE CANOPY INCLUDES AREAS DIRECTLY OVER THE PARKING LOT SURFACE AND AREAS THAT ARE SURROUNDED ON AT LEAST 3 SIDES -o 68 Douglas Hawthorn Crataegus douglasii S 2-1)2"Cal, 1,000 0 1,000 20'spread(314 sf) 100% 314 BY EITHER CURB OR HARD SURFACE PAVING. THIS INCLUDES BUT IS NOT LIMITED TO PARKING LOT ISLANDS AND PLANTING AREAS BETWEEN THE Ck 69 Douglas Fir F'seurlotSuga rnnerbiesii S 10' Ht, 1,000 0 1,000 40' spread (1,257 Si) 100% 1,257 PARKING LOT AND SIDEWALK. > 70 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cat, 1,000 0 1,000 20'spread(314 sf) 64% 200 oc..) 71 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 100% 1,963 72 Big Leaf Maple Acer nracrophyllurrl S 2-1/2"Cal 1.000 q 1,000 50'spread (1,963 st) 53% 1.045 >- IE. 73 Douglas Fir Pseudotsuga menziesii 5 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 88% 1,101 SW Washington Square Rd. Q 74 Douglas Fir Pseudotsuga mcnziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 100% 1,257 PARKING LOT AREA 33,404 S.F. Portland, Oregon 97223 Q 75 Douglas Hawthorn Crataegus douglasii S 2-112"Cal. 1,000 0 1,000 20'spread(314 st) 64% 200 TOTAL QUALIFYING MATURE TREE CANOPY AREA12,388 S.F. PARKING LOT TREE SOIL VOLUME REQUIREMENTS U 76 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 88% 1,101 (CANOPY AREA DIRECTLY OVER PARKING LOT) o 77 Big Leaf Maple Acer macrophyllum S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 94% 1,844 aa 78 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal, 1,000 0 1,000 20'spread(314 St) 100% 314 - CANOPY COVER 37 MIN. SOIL VOLUME REQUIREMENT (C.F. PER TREE) Sheet Title: 1 79 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1.000 0 1,000 50'spread (1.963 sf) 100% 1,963 MINIMUM CANOPY COVER 30 _Q 80 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1,000 0 1,000 20'spread (314 sf) 84% 264 1,000 C.F. TREE 81 BigLeafMaple Acerrnacrophyllu�n S 2-112"Cal, 1,000 0 1000 50'spread (1,963sf) 100% 1,963 1` 82 Douglas Fir Pseudotsuga menziesii 5 2 Gal. 1,000 0 1,000 40'spread (1,257 sf) 60% 754 83 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal, 1,000 0 1,000 5D'spread (1.963sf) 809{, 1,562 o STREET TREE SOIL VOLUME REQUIREMENTS CANOPY & -o _ 84 Douglas Fir Pseudotsuga merraesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 61% 766 C o 85 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 93% 1,173 j 86 Douglas Hawthorn Crataegus douglasii s 2-1/2"Cal. 1,000 0 1,000 20'spread (314 sf) 100% 314 MIN. SOIL VOLUME REQUIREMENT (C.F. PER TREE) SOIL 11 u, 87 Douglas Hawthorn Crataegus douglasii S 2-112"Cal, 1,000 0 1,000 20'spread (314 sf) 100% 314 _• 0 88 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal, 1,000 0 1,000 50'spread (1,963 sf) 100% 1,963 400 C.F. 89 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal, 1,000 0 1,000 20'spread (314 sf) 100% 314 \/Ow mL U M E 90 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sI) 61% 769 r 91 Douglas Fir Pseudotsuga menziesii 5 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 53% 667 cri) 92 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 63% 786 TOTAL SITE AREA 195,448 S.F. PLAN j 93 Big Leaf Maple Acer macrophyllum S 2-1)2"Cal, 1,000 0 1,000 50'spread (1,963 sI) 57% 1,119 TOTAL QUALIFYING MATURE TREE CANOPY AREA90,587 S.F. rW a 94 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 94% 1.179 95 Big Leaf Maple Acer mhyllm S 21 J2"Cal, 1,000 0 1,000 50'spread (1,963 sf) 99% 1,952 a o0 -- CANOPY COVER 45 ,,L.• 96 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal, 1,000 0 1,000 20'spread (314 sf) 100% 314 Revisions: 0 C 97 Douglas Fir Pseudotsuga menziesii 5 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 100% 1,257 MINIMUM CANOPY COVER 33 a_ a o j 98 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal, 1,000 0 1,000 20' spread (314 sf) 100% 314 I--- C 99 Big Leaf Maple Acer macrophyllurn S 2-112"Cal. 1,000 0 1,000 50'spread (1,963 sf) 100% 1,963 o c 100 Douglas Fir Pseudotsuga rnenziesii S 10' Ht, 1.000 0 1,000 40'spread (1,257 sf) 100% 1257 o 101 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 96% 1,202 • n 102 Big Leaf Maple Accr macrophyllum S 2-1)2"Cal, 1,000 0 1,000 50'spread (1,963 sf) 98% 1,916 103 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 100% 1,257 1 "0 104 Douglas Hawthorn Crataegus douglasii S 2-112"Cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 O D' 105 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 d 101 Vine Maple Auer Circirlaturn 0 10'-12' Ht, 1,000 0 1,000 16'spread(201 5t) 100% 201 w 107 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 CO 108 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1.000 16'spread(201 sf) 100% 201 109 Vine Maple Acer circinaturn 0 10'-12' Ht. 1.000 0 1,000 16'spread(201 sf) 100% 201 ° ,,, 110 Vine Maple Acer circinatum 0 10%12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 co f� 111 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 0 1,000 40'spread (1,257 sf) 61% 763 o 112 Red Maple Acer rub ruin 0 2-1/2"Cal, 1,000 0 1,000 40'spread (1,257 sf) 32% 402 o li 113 Vine Maple Auer circinatum 0 10'-12' Ht. 529 486 1,015 16'spread(201 sf) '100% 201 MILDREN DESIGN GROUP, P.C., 2017, ALL U 114 Vine Maple Acer circinatum 0 10'-12' I It, 529 486 1.015 16'spread (201 sf) 100% 201 RIGHTS RESERVED © O CL a 1 15 Vine Maple ACer CirCirlatlirrl 0 10'-12' Ht, 529 486 1,015 1f5'spread(201 St) 32% (54 THESE DRAWINGS ARE THE PROPERTY OF 116 Vine Maple Acer circinatum O 10'-12' Ht. 437 570 1,007 16'spread(201 sf) 100% 201 MILDREN DESIGN GROUP, P.C., AND ARE • 2 117 Vine Maple Acer circinatum 0 10'-12' Ht. 437 570 1,007 16'spread(201 sf) 100% 201 NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN E 118 Vine Maple Acer circinaturn 0 10,-12' Ht. 437 570 1,007 16'spread(201 sf) 55% 111 PERMISSION OF MILDREN DESIGN GROUP, P.C. d- , 119 Red Maple Acer rubrum 0 2.1/2"Cal. 274 750 1,024 40'spread (1,257 sf) 67% 845 7 `-a . 120 Vine Maple Accr circinatum 0 10'-12'Ht. 359 672 1,031 16'spread(201 sf) 42% 84 Date: 25 MAY 2018 C.; © 121 Vine Maple Acer circinatum 0 10'-12'Ht. 262 750 1,012 16'spread(201 sf) 39% 79 Drawn by: Checked by: 00 c 122 Red Maple Acer rubrum 0 2-1/2"Cal. 1,000 0 1.000 40'spread (1,257 sf) 100% 1257 o 123 Red Maple Acer rubrum 0 2-1/2"Cal. 48 402 450 40'spread (1,257 sf) 21% 259 SBS MDS N 124 Red Maple Acer r'ubrtsrn 0 2-1/2"Cal, 48 402 450 40' spread (1,257 sf) 34% 433 c' / 125 Red Maple Acer rubrum 0 2-1/2"Cal. 48 432 480 40'spread (1,257 sf) 37% 462 p' 126 Red Maple Acer rubrumO 2-112"Cal. 48 432 480 40' spread (1,257 sf) 39% 488 Job Number: 116139 127 Red Maple Acer rubrum 0 2-1/2"Cal. 48 360 408 40'spread (1,257 sf) 27% 342 LI] T Sheet Q Q Total uallfl In Mature Tre [ono Ar"a' 7 FT- 0 a Q Y 6 py a 94,5$ $ (Sum of canopy area over the sitel L1 .5 PERMIT SUBMITTAL - MAY 2018 ! ifrt..... 101...., � i I I ............ ,- MILDREN DESIGN GROUP, P.C. I — ——JI:111 III II. ` ' -` ARCHTTEC"rURS SPACE F�ANNIIVG `-- I I. 7650 S.W. Beveland, Suite 120 I Tigard, Oregon 97223-8692 ___i L J © `` (503) 244-0552 -- LL—J, Illr `\ _------"-- L. L 404 .... ,, __ -- -fir r , WHPacitic I L I I ) `-T \ \\ -� �� I I L__i l _— -, 9755 SW Barnes Rd,Suite 300 _ -� `\ Portland,OR 97225 ` -\ ,- _�� \``\ -`- \` 503-626-0455 Fax 503-526-0775 -- `. �� `�\ -� www.whpacific.com ) • . ____ / S'' / 1 1 I • S—• ( r - - _J i_ _I i � r` , , � _� r_ � l \N. -J � . / . 11, Ili 1 �`. / f —-�� C ❑ iIPl $*Abr` �- ,-- --. .-.' mi EL D.SM Ffr-- ---. ihi i +� y _._..__...f.._____.._...—._.......... /,� ,�\ �r ".........___..1 __ � .nl 414194 1 + r ' 1 I O f 1� }�� it / � ! 71-,__A OREGON �C� l il� 1 I + I �1 , , 13� 41, �+ `\ �� _ x. x. .x. .x��•X +.fix. �'--7'A. � ��`x.__s .-. �-x� ,, . � x. .`� . .• T __�' `7 v4 - - ., AE Alit r 1 r Client: n .M_ il N ( ---,..... ___ . "5fr JLR =III �CIjih ,1 tit *oh ,..4/ op? ti n n /kW' 0' - i. I 720 NE Grand Ave. 11 �`.b IF Portland, Oregon 97232 :::: t 0 0\ 1`xS 11111,,iir:.:*:47111:7,,,i,.sr::5..,46...: 6. ...._ ., Project: : i �� New Building .fOrd a H:)41#1) o 1 .--4 dri"iiP 'N71 Ni., C 1 / R SW Washington Square Rd. o Portland, Oregon 97223 461 . ,/1 , ,...... .., . ...„, _, . i.,„ ,...4 , , _ ., ,... ...„,....,.:, . . . \v/ --1/44,14 1". .:.. , • • • ��ii, :.: 4 .,. . . . , �� — Sheet Title: 4.i"I, j 1111 , ido, 1 QiCcw. ..4... . _________--o — . 170.4, �, LANDSCAPE h I �5. SC ALE 20 0 10 20 0 4F PLAN 1 in ;�1,•' .-� „ 1 1\ ( FEET ) (771 = o • l INCH = 2a FT. a MATCHLINE-SEE SHEET L1.7 __I (I) (..i' - GENERAL NOTES: i Revisions: 0 1. REFER TO SHEET L1.8 FOR MATERIAL SCHEDULE, a , PLANTING NOTES, AND DETAILS. n , 2. REFER TO TREE PRESERVATION AND REMOVAL PLANS o / r 0 FOR TREE PROTECTION INFORMATION. . 3. REFER TO TREE CANOPY AND SOIL VOLUME PLANS o FOR OPEN SOIL AND COVERED SOIL LOCATIONS. 0 Ir / w 1_ o I- 1 U CL (1- x w v N C 0 0 V) n MILDREN DESIGN GROUP, P,C., 2017, ALL 0 RIGHTS RESERVED 0 O THESE DRAWINGS ARE THE PROPERTY OF 0 / D MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN Q PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 25 MAY 2018 Drawn by: Checked by: ,723 -U = a) SBS MDS o °' Job Number: 116139 Ni Sheet \in � Ili F- o <PERMIT SUBMITTAL - MAY 2018 L16 MATCHLINE- SEE SHEET L1.6 , , I ! / / / i 7,1q..• ...... _. . - t /46. ei...--,. - ‘4'•*/ .. , •♦ 4114,(,,‘-i, MILDREN DESIGN GROUP, P.C. ♦ j � vi. .'•.' �`°"�a I ARCHITECTURE SPACE PLANNING APO ♦ I7650 S.W. Beveland, Suite 120 �� ♦, , O Tigard, Oregon 97223-8692 k 1 1 1 ♦ ik cam• (503) 244-0552 #.1., 2" DEPTH OF 314" j� -4' �• ♦ ROUND RIVER ROCK ak**:_ill �� r �� ♦ r - L V MULCH, SEE 71L1.8. r; �, r• .� acl c . . • •I i pfrP ♦ f Portland OR 97225 i T - I ♦ ♦♦ `�� I 9755 SW Games Rd,Suite 304 ,,,, C , ! 503-626-0455 Fax 503-526-0775 1.4kArt . www,whpacific.com C. it 4:7. GP..h'."--------...,'"'-'"--,-, *.w...,Ar.. -----, /// `trt /. . . . \\ L _ I ♦ . /. ��. 2 DEPTH OF 314 �I` _ - If I••• , , F / ♦ ♦ tee ROUNDRIVERROCK �_,' W. MULCH, SEE 71L1.8. ��► �� _� , -„tif,---- ,_. :::: '-' vi:\ ' i .-----.),: ill , /a 1.1..,,,yv ,f*Mff.w ,-* "''' "" -441:6 , / /!' ♦ � ; 2 DEPTH OF 314 — ..rij ` I S T.Eh, . ip* /,4,♦\ \ I ROUND RIVER ROCK �` cm, _ - -.d /.01F :,:.,p 4,4t0 ` -- 4 ® , �� 317 wA , %''' , MULCH, SEE 71L1,8, �,`j �� `� • • '''"4 ...,/ ** . \ , �j M� 1, au, 1110# MICHAEL 5 .I. d.:,- te . . . 4/ / (1111 ) '. 4t g it41--) =I 41 �NIsPr* G� ® .�I`4, 4 ii 'r24 d OREGON A *iiA X46 A-:: 41r ,--•-•• --, 44- 41114.---,,,,,--,--, ti" iii . 1 CD I / . ' 4%‘&01,4* /044ki% A ri,‘. . ..1P4t'4,441„ #C .,. .4tkrte . a 0 . . . . . . . . . / il • , = • "if ..iff447C7, 44PVIS. 4 4**,11**#S.A lat° *at" :,.1 I..I L4r,I:2411 f,:' ,‘-\,,4%. . . .,. . r..........,,,,.,.,....., ...... _:;:fe , _,r,i4,_ . . . . . . . . . . . . . „ . . . . . . /, fli JLR --.--.... CD 41*/ / ii ::::„.::, ) . ,,. . 1 , lowil,f4r4 1 "ii P4 Mirsw. 4 III 1". 4,45, .4"/ &, -,cfc, c , . / / i ,. *444p, Ah..... Avit 11 CD 1 A ,„--.41N1r* i 4"„\ 44 7 � W //Oat" 720 NE Grand Ave. II Ili k 4 10.7,6-7er • • e v...,e 464.1r Portland, Oregon 97232 ,i/ 4p2,* , _ 11 Pi i il 4IN, �, , ...,4r . �.� a _ ' tilt/10 Project: ' ' 4.41001 , ' \ 4 /%. •Gi AP 44 , .. 11Mitti Atir. 44,141/A\ New Building ...L.,/ �- l‘1111 -PROTECT EXISTING4/P ' / TT � . / ,/ � "��i`"I-fil4041-11:11 1,,, �,,��'' .-.`. TREES TO REMAIN, TYP,s. cit" /:,� % lkilktOli 3 -' tzi.4-041, - + + +Akir - ,7v4t‘ - / .. , • .,..i.: ,..! hi,„„, 114\ - ,___'`'�.. AA' • /NW* 41141/+ +• 2 DEPTH OF 3I4 ' — -�-• =--4-- + , + t ..,;: ' ,:-7.....1 ROUND RIVER ROCKS �► r p \ Niek + , +-P + ,. �` i fAi MULCH, SEE 71L1.8, , ` / •_ O Sheet Title: / ,� , 0 o = + + + l � �� s\ VEGETATED CORRIDOR r .( cr -1*r - + . + + +\ ,� ��.. EASEMENT BOUNDARY 84*. /0_ J \. ''� � .� + + � ��.;; \ �/ / / T. �� 311► ��-- Z • �t r,0151114r ,�. 4 -* / , o 411111 •• --7----1.,•W If .,.. ii _ + AI / / A C. � �, _ / LANDSCAPE 0 a WETLAND A BOUNDARYco + - + + +, + + + + !• . ‘4411#4 P.44114. /,/ t l*N -0 - ... • -,:t ,..., A .&-'141110.111k ir V PLAN .r,...4Illpr*fr .,-, • • • 1 4111 "f "."01 T 0 . . ...etriS r API*. *. i:.:firo 40. ±- -,.,-: / t'"/AW ,y_ ..- 7. " ‘% 71141k+++ - + 4- -. istte"),dai,„elk • ..:::#k- N., „.11,1 400..._ . . . ,:,:, -1,,' N i ._._... \\ + + + + • 7,411Q7.,rvizorwii . ----4 --"-, , . . . _ /al.: : all 1 1 .k4r441r. ' ,. 44517/A .PI Pfill;14% ....' 1 . • n *1 Oi''A ...•IIIIPI... •.•.•.,:± 4-± _ ,-- Arfi.4*40 b or or -Eft,— i • + II+ •,.. + + /.:•.• lilf 0 , '4".iir '''..V.,'''.. ."TA- 0 71; 111/0411111 -__ 411r4k---744111km--.._ / ;� - ll.104,,:,. 4114ve, Revisions: t. -- . 'VW . .*** * . to 1 " \ 7 • --I'z A .,•:::.--; „ ,s- A.3, f _.iti -, ._, u , ,_____, Ap., ...„.....-,.. gitior,,,s.,m i . .07- -Tr-N.- ± ± ±± - ,:tpAs.p:4, ,.....1 --,,. ., - . .,..)10, . isi, 41‘,8‘..,,,4e;,„r4,_ *A, . ,Totok .,f_, ”, t_11,,w Li: -0 -.. i er:it_itoriiiiz -luikt-sol •--, . ,\ iliNill • / •Vii ! b ;' - • 11 i-.. ' + ► 0may. 6 + + \ + + �� 1o / OR RID R .. �� littC _ .•,: . ,;r r • 1 I, 1 ;/ ,' f�01 j�y, VEGETATED CORRIDOR ;,i • � �r� , L 7 �. MITIGATION BOUNDARY ,-_ _, , , =_ - •,'�1�y s�- �, �Y' 1_, , _ _n..lairitiTra, . , , ,- y ____ ,,, , ftkip'irA....._Amiamitcv-t&"3 -,tirh--•ICrgtot- . (-:, " 7,7:13/4,.-t.„. ,7,_. ;="ii4irtilli.:,,, , , ..\;1,iir+. : + ; '.--H-,_; -±-±:4J-14).r. +4- + ±:: i r ilittia/A, II ?ET ?8FORMATERIALSCHEDULE w ► !! � , ,.r + Ci NI , 4, BOULDER SCHEDULE ' ilk _ ,:-+�►_1_ .\ -- trit. .-- + +_Fp + !� +\• + PLANTING NOTES, AND DETAILS. ` ~^ w VEGETATED CORRIDOR + i �\ , r , �. SYMBOL SIZE QTY. I r ''�� .� + .� 2. REFER TO TREE PRESERVATION AND REMOVAL PLANS ENHANCEMENTBOUNDARY ', �: / •�.. w `�. •- _ f` �' o FOR TREE PROTECTION INFORMATION. I I + _ eat I 0 2'X2' FACE 19 `� 3. REFER TO TREE CANOPY AND SOIL VOLUME PLANS /' \� \\ _- �\ / ; \` �J \\ /, *ft MILDREN DESIGN GRQUP, P.C., 2017, ALL o FOR OPEN SOIL AND COVERED SOIL LOCATIONS. Y _ + • _ , RIGHTS RESERVEQ Q ` SC ALE 0 [� rl THESE DRAWINGS ARE THE PROPERTY OF n- ♦ 3'X3' FACE 12 \• / 7 OA ■ 20 0 10 20 MILDREN DESIGN GROUP, P.C., AND ARE , NOT TO BE USED OR REPRODUCED IN ANY D a ,+• MANNER, EXCEPT WITH THE PRIOR WRITTEN 7' iWil PERMISSION OF MILDREN DESIGN GROUP, P.C. • 4'X4' FACE 5 VEGETATED CORRIDOR ( FEET ) Q WETLAND B BOUNDARY e / ° MITIGATION BOUNDARY / 1 INCH = 20 FT. Date: 25 MAY 2018 , NOTE: i- -� Drawn by: Checked by: ,"-, •� PROVIDE AND PLACE LANDSCAPE SBS MDS ''� o ACCENT BOULDERS PER 9/L1.8. co c O 2" Job Number: 116139 N -p fr7 N / Sheet , , < < PERMIT SUBMITTAL - MAY 2018 L1 .7 PLANT MATERIAL SCHEDULE - SITE SITE PLANTING NOTES: QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS 1 SPACING 1. VERIFY LOCATIONS OF ALL PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSTRUCTION PRIOR TO COMMENCING WORK. " -- TREES � 2. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR TO INSTALLATION. OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. MILDREN DESIGN GROUP, P.C. 0 23 AC ACER CIRCINATUM VINE MAPLE 10'-12' HT. B&B, MULTI-STEM (TOTAL STEM 2-1/2" CAL.) 3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS, AREA DISCREPANCIES ARCHET'ECTuRE ■ SPACE PLANNING AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 7650 S.W. Beveland, Suite 120 ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS Tigard, Oregon 97223-8692 illir DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 28 AR ACER RUBRUM RED MAPLE 2-1/2" CAL. B&B (503) 244-0552 4. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIAL WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. PLANT MATERIAL SIZES SHALL COMPLY WITH AMERICAN STANDARDS FOR NURSERY STOCK. ` 5. FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW ADJACENT CURB, PAVEMENT, OR HEADER. \ti i + t EXISTING TREES TO REMAIN Y/HPaciIlt ' SHRUBS 9755 SW Barnes Rd,Suite 300 Portland,OR 97225 503-626-0455 Fax 503-526-0775 45 AKL AZALEA X 'KLONDYKE' KLONDYKE AZALEA #3 CONT. r NOTES: www-whpacific-com "`u` 1. IF TREES ARE CONTAINED IN BURLAP ei 168 BMJ BUXUS MICROPHYLLA JAPONONICA 'GREEN BEAUTY' GREEN BEAUTY BOXWOOD #5 CONT. ' THEN REMOVE BURLAP AND TWINE * 22 PLA PRUNUS LAUROCERASUS ENGLISH LAUREL #15 CONT. FROM TOP 1/3 OF BALL AFTER STAKING. .. REMOVE ALL TWINE AROUND BASE OF SEE TREE TRUNK 11 ROC RHODODENDRON OCCIDENTALE WESTERN AZALEA #5 CONT. VARIES,SEE TREE CANOPY ,. ' i� TREE TRUNK TO THE FIRST BRANCH. 80 RIM RHAPHIOLEPIS 1NDICA 'MONTO' INDIAN PRINCESS INDIAN HAWTHORN #3 CONT. AND SOIL VOLUME PLANS ` i lk. 2. ROOT BARRIERS (18" X 10', CENTERED STAKING/GUYING DETAIL 11 ON TREE) ARE REQUIRED FOR ON-SITE REMOVE BURLAP AND TWINE GRASSES " ' b TREES WITHIN 4' FROM PAVED I. PAVEMENT, SEE CIVIL PLANS FROM TOP 1/3 OF BALL 39 ♦_�_�_�_` PANICUM VIRGATUM 'ROTSTRAHL-BUSCH' RED SWITCHGRASS #2 CONT. 24" O.C. SPACING AI SURFACE, SEE SPECIFICATIONS. AFTER STAKING. REMOVE ►••••A / TREE WRAP FROM GROUND TO ALL TWINE AROUND BASE OF CSI S TEW 204 PENNISETUM ALOPECUROlDES 'HAMELN' DWARF FOUNTAIN GRASS #2 CONT. 24" O.C. SPACING /�f��, ��j�j�//�� Nos r - FIRST BRANCH TREE TRUNK TO THE FIRST �' r�� " . I! // \� " \ / \// I ( - ". �� BRANCH. PLACE ROOTBALL 317 GROUNDCOVER - \\ \\ \\/\\/\\ \\/\\/\\/�I I + AT TOP OF MULCH LAYER. \ \ \ \ \ \ j COVERED SOIL MATERIAL BARK MULCH WATER BASIN, 2-112" �. /\/\/\/\/\/\/ /� 1. SEE TREE CANOPY AND SOIL DEPTH MIN., 24" DIA. CIRCLE ��;' BARK MULCH WATER BASIN, r 1,196 1-:-:•:•:-.1 ACTROSTAPHYLOS UVA-URSI KINN1K1NN1CK #1 CONT. 30" O.C. SPACING ��//\//\//\//\//\//\//\/ VOLUME PLANS FOR SOIL MATERIALS 1 TREE STAPLE (BELOW GRADE 4 2-1/2" DEPTH MIN., 24" DIA. MICHAEL D.SM 46-:-H r...) i I �J\ \ \ \ \ \ \ \ - AND PROPORTIONS INFORMATION. STABILIZER) SIZE PER r - �r:'W� CIRCLE �, 4141944.7 SEEDING 3 i/\ \ \ \ \ \ \ � l- /‹. -_ MANUFACTURER'S RECOMMENDATION. MIL PLANTING MIX BACKFILL. 'd. OREGON \ \ - 2. REFER TO CITY OF TIGARD "URBAN �` , AS REQ'D SUNMARK SEEDS 'NORTHWEST SUPREME' LAWN MIX 8 LBS PER 1000 SF (SEED) =11E2> , _ i� � . �' ��. ,� BACKFILL MIX SHALL CONSIST A 11=1 /� FORESTRY MANUAL" FOR GUIDANCE ��j�� PLANTING MIX BACKFILL. BACKFILL f�� OF 2/3 NATIVE SOIL AND 1/3 `� \�\/\/\/\/\\I\\/\\I� ON MIXING AND PLACEMENT OF �� MIX SHALL CONSIST OF 2/3 NATIVE ►ia��i�� AL Ag`& _1 I1�\/\/\/\/\/\/\/\/ y � '��+� TOPSOIL/SOIL CONDITIONER \/�\/\\�\\/\\/�\/�\/`\� I COVERED SOIL. .„ _..4 SOIL AND 1/3 TOPSOIL/SOIL MIX. PLANT MATERIAL SCHEDULE - VEGETATED CORRIDOR _ ✓1 �2xDIA OF_ i-1 CONDITIONER MIX. MITIGATION ENHANCEMENT SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS / SPACING I IIII- I-I I + SCARIFY WALLS AND BOTTOM OF ROOT BALL SCARIFY WALLS AND BOTTOM QTY. QTY. 2 X DIA.OF PLANTING PIT. OF PLANTING PIT. Client: ROOT BALL TREES �T DECIDUOUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL 2 CONIFER TREE PLANTING DETAIL 3 L SCALE: N.T.S. \ I 8 SCALE: N.T.S. L1.8 SCALE: N.T.S. C R 14 13 AM ACER MACROPHYLLUM BIG LEAF MAPLE 2-1/2" CAL. �_ u) 4 ....„. 114 13 CD CRATAEGUS DOUGLASII DOUGLAS HAWTHORN 2-1/2" CAL. o 720 NE Grand Ave. 0,.'3 Portland, Oregon 97232 f 6" • 14 14 PM PSEUDOTSUGA MENZIESII DOUGLAS FIR 10' HT. PLANT CENTER ect: c INSTALL DUCKBILL MODEL 68-DTS TREE SUPPORT KIT PER New Building a, SHRUB/GRASS MANUFACTURER'S PRINTED ', S DIRECTIONS AND INSTRUCTIONS. ROOT CROWN ~` TO BE SET 1"ABOVE o !r �,I USE MODEL DS68 DRIVE ROD AND SURROUNDING GRADE. ` � + EXISTING TREES TO REMAIN INSTALL AT LEAST THREE CABLES OIII4$%è S co r PER TREE. _ t MULCH AS SPECIFIED .. ♦ 7 ..-.. S .j1W, C... 4l25 C . ---- INSTALL 30 INCH LONG 314 INCH • 7 Uo SHRUBS SCH 40 PVC PIPE OVER EACH 1-1,,,,, =PLANTING MIX BACKF]LL. . t / BACKFILL MIX SHALL CONSIST OF \-EDGE OF PLANT BED, CURB - 85 79 + * + * + AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 1 GAL. 2' HT. MIN. GUY WIRE BELOW TURNBUCKLE. 2/3 NATIVE SOIL AND 1/3 WALK, FENCE, OR WALL + + V 120-DEGREES (TYPICAL). 1,. .] TOPSOIL/SOIL CONDITIONER MIX. SW Washington Square Rd. 85 80 + + + BERBERIS AQUIFOLIUM TALL OREGON GRAPE 1 GAL. 6" HT. MIN.; PLANT DISPROPORTIONATELY ( } DIAMETER OF SCARIFY EDGES AND BOTTOM S = SPACING ON CENTER (O.C)AS SHOWN ON q o + + + + + IN THE SE QUAD OF THE MITIGATION ROOTBALL+6" PLANT LIST Portland, Oregon 97223 Q + + AND ENHANCEMENT AREA PLAN VIEW 86 80 + + + + + HOLODISCUS DISCOLOR OCEANSPRAY 1 GAL. 1.5' HT. MIN. 86 80 + + + SYMPHORICARPOS ALBUS SNOWBERRY 1 GAL. 1.5' HT. MIN - Sheet Title: TREE STAKING/GUYING DETAIL SHRUB/GRASS PLANTING DETAIL (I \ GROUNDCOVER SPACING DETAIL 6 ,:,_ 6,844 VEGETATED CORRIDOR MITIGATION AREA AND 6,371 SF VEGETATED CORRIDOR ENHANCEMENT AREA E SEEDING SCALE: N.T.S. (I) SCALE: N.T.S. L�.$ SCALE: N.T.S. L� LAN DSCAP E + + AGROSTIS EXARATA SPIKE BENTGRASS 1 LBS PER 1,000 SF (SEED) �t + + + PLANT -,„ , ± + + BROMUS CARINATUS CALIFORNIA BROME 1 LBS 1,000 SF (SEED) o 7 + + ELYMUS GLAUCUS BLUE WILDERYE 1 LBS 1,000 SF (SEED) o SCHEDULE ,t � VEGETATEDCORRIDOR PLANTING NOTES: I E_ N 1. REFER TO CWS SPL#17-002745 FOR CONDITIONS OF APPROVAL. NOTES & a 2. PLANTING PLACEMENT TO FOLLOW CWS DESIGN AND CONSTRUCTION STANDARDS - R&O 17-05 APPENDIX A, PLANTING REQUIREMENTS. -FINISHED GRADE EMBEDDED BOULDER AS OR PLANTING AREA SHOWN ON LANDSCAPE PLAN Li At 3. PRESERVE EXISTING NATIVE SPECIES ON-SITE TO THE MAXIMUM EXTENT PRACTICABLE. NATIVE SOIL DETAILS 1 4. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION MUST BE REMOVED PER APPROVED METHODS DESCRIBED IN CWS ' .- 'INTEGRATED VEGETATION AND ANIMAL MANAGEMENT GUIDANCE, 2003'. VEGETATED CORRIDOR SIGN 5. BROADCAST SEEDING IN ALL AREAS OF BARE SOIL FOLLOWING THE REMOVAL OF INVASIVE SPECIES AND PLANTING. r PER CWS DRAWING NO. 790 l� �, �, I ; Q / �, //�' I , \ Revisions: o- 0 6. MAINTENANCE: OWNER IS THE RESPONSIBLE PARTY UNTIL THE LANDSCAPE CONTRACTOR HAS BEEN IDENTIFIED. ONCE A CONTRACTOR IS IN PLACE THE j �/\\�\\/ \\ \/\\�� o LANDSCAPE CONTRACTOR SHALL BE LISTED AS RESPONSIBLE PARTY AND SHALL PROVIDE THE DATES OF PROPOSED INSPECTION (MIN. THREE TIMES /\\//\\ // // //\/ 0_ o PER GROWING SEASON AND ONE PRIOR TO ONSET OF GROWING SEASON)AND ESTIMATED MAINTENANCE SCHEDULE OVER THE TWO-YEAR WARRANTY / /. o -j PERIOD. MAINTENANCE INCLUDES BUT IS NOT LIMITED TO PLANT REPLACEMENT, PRESERVATION, AND INVASIVE, NON-NATIVE WEED CONTROL. \/\\/\''�i] IlII / / / �- i �Il��lfllll / / i i\i\\ii\\ii•i, o a 7. PLANTINGS WITHIN VEGETATED CORRIDOR SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT MATERIAL AFTER \ '%)\/�\�` /\��\\�`!/�\\\'•\ c PLANTING FOR MONITORING PURPOSES. PLANT TAGS SHALL BE VISIBLE AND LIST PLANT SPECIES. o `` COMPACT NATIVE SOIL OR INSTALL PLANT MATERIAL SCHEDULE - FLOW THROUGH PLANTER PRODUrii CE UNYIELDINGBLE N COARSE TO 2" SQ. BLACK POWDER PRODUCE BASE TO SET I-• c ~ ° COATED STEEL POST BOULDERS eL 7' QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS / SPACING _ WITH TOP CAP '--' 0 - - - 1�._- -- BEDLINE VARIED SEE PLAN NOTES: 75 - - _ _ = CAREX DENSA DENSE SEDGE 6" HT. PLUG 30% OF MIX, 10" O.C. SPACING 1. BOULDERS SHALL BE FREE OF DELETERIOUS GROUIPINGS OF 20 MIN. t., SUBSTANCES LIKE CONCRETE, PAINT, ECT. us o Q FINISH GRADE 2. PROVIDE AND INSTALL LOCALLY AVAILABLE LANDSCAPE 176 - T JUNCOS PATENS SPREADING RUSH 6" HT. PLUG 70% OF MIX, 10" O.C. SPACING A I • I PAVEMENT PAVEMENT ACCENT BOULDERS IN ASSORTED SIZES. SEE MILDREN DESIGN GROUP, P.C., 2017, ALL • E I -+I--CONCRETE FOOTING RIGHTS RESERVED 0 GROUPINGS OF 50 MIN. • �• SCHEDULE SHEET L1.1. .I' .I' .I' ,I' 3/4"WASHED ROUND 3. SUBMIT LANDSCAPE ACCENT BOULDER SUBMITTAL AND THESE DRAWINGS ARE THE PROPERTY OF t�r.� •1 I r + . .:. .. .:, ,� FLOW-THROUGH PLANTER NOTES: CV r I . I - MILDREN DESIGN GROUP, P.C., AND ARE D /�/ / v RIVER ROCK PICTURES TO LANDSCAPE ARCHITECT FOR APPROVAL NOT TO 6E USED OR REPRODUCED IN ANY Q Q I I i / \� \� \��\ REGARDING SIZES, SHAPES, AND APPEARANCE. MANNER, EXCEPT WITH THE PRIOR WRITTEN a 1. WATER SHOULD DRAIN THROUGH THE PLANTER WITHIN 24 HOURS AFTER A MAJOR STORM EVENT. p I "1 %�//�//� �//� SUBGRADE 4. BURY 1/3 OF THE BOULDER BELOW GRADE, OR AS PERMISSION OF MILDREN DESIGN GROUP, P.C. 0 2. ALL PLANTER COMPONENTS SHOULD BE INSPECTED FOR PROPER OPERATION QUARTERLY, AND WITHIN 24 HOURS OF EACH MAJOR STORM EVENT. 2" MIN. DIRECTED. r L - - - WEED BARRIER Date: 25 MAY 2018 Q �D 3. REMOVE NUISANCE OR INVASIVE PLANTS SUCH AS WEEDS OR BLACKBERRY AND IVY WHEN DISCOVERED. .I T 5. USE ONLY CLOTH STRAPS TO DELIVER AND POSITION ") .2' 4. REMOVE AND REPLACE DAMAGED OR DEAD PLANTS. EVALUATE LANDSCAPING AND REPLANT AS NECESSARY TO ENSURE A MINIMUM OF 80% SURVIVAL RATE I FABRIC BOULDERS. Drawn by: Checked by: NOTES: 6. POWERWASH EXPOSED SURFACES OF BOULDERS ac, OF THE REQUIRED VEGETATION AND 90% FACILITY COVERAGE. REMOVE NONNATIVE, INVASIVE PLANT SPECIES WHEN FOUND IN THE FACILITY. 1. INSTALL SIGN PARALELL TO PAVEMENT AND PLACE AFTER PLACEMENT, BUT BEFORE PLANTING SBS MDS 00 c 5. REMOVE GARBAGE, LANDSCAPING DEBRIS AND OTHER MATERIAL THAT MAY IMPEDE WATER FLOW AND CLOG THE SYSTEM. POST 24" O.C. FROM EDGE OF PAVEMENT. CN• -0 6. CHECK INLET PIPES AND OUTLET STRUCTURE FOR DAMAGE OR MISSING PIECES. INLET PIPES AND OUTLET STRUCTURES SHOULD BE FREE OF OBSTRUCTIONS AND HEAVY VEGETATION LARGE VEGETATED CORRIDOR SIGN 7 ROUND ROCK MULCH DETAL (---8-. LANDCAPE ACCENT BOULDER DETAIL 9 Job Number: 116139 7. PROVIDE INSECT AND RODENT CONTROL MEASURES AS NECESSARY SCALE: N.T.S. L1 $ SCALE: N.T.S. L� 8 SCALE: N.T.S. L1.8Ili Sheet a � PERMIT SUBMITTAL - MAY 2018 , , L1 . 8 hq....... "".-.-' J MILDREN DESIGN GROUP, P.C. I-- I I ——J ARCHITECTURE I C'TURE SPACE PLANNING I_� I ��\ �� I 7650 S.W. Beveland, Suite 120 1 Tigard, Oregon 97223-8692 I J ki, �, �` –�.` (503) 244-0552 I r I 0 ' - ,r-� , ,I r WilPautit — ___J I `� \� ``N. `` 9755PortlSWd BarnesOR97225 \ ` 9755 BaRd,Suite 300 I ♦ �� N. `N `-, 503-626-0455 Fax 503-526-0775 ` `� www.whpaClfic.com r --� I �/ �``�`` I _ G I I I I �� _ ` - — 7/ r ---- _ r I _� — e / �` r` - --T r- , `, �� –__ d 1 , r / f -- - ' I —JP 317 d ;1 / Mn\N„ / .... � S : `�4 MICHAEL 4/4/94 \ A_?__ 1 .5" 1 1 r D OREGON —x x—x—x—x—x x x x— x—xx x x ., x11 ,. x 1 1 -.J Cn ;y;; Client: I1 - I I + .. ( ., JLR i r 1 7 . — c• . / ...) / 1 1 , ( , it I 1-...7' 720 NE Grand Ave. _ . C Portland, Oregon 97232 I i I _ --, --1 -7499 -. 90755 r .. New o .� Buildingg Q = �, I 4.0 C a /V SW Washington Square Rd. _ i " -s • Portland, Oregon 97223 � MI 4 1 .� V �� VW' Sheet Title: sor D,' N. �� _ " ' 1 IRRIGATION 0 Q 44 4" SLV Vi- L •• _ I.. ` �., 1/44t$41P PLAN 3-, Ii I. �� sc ASE_ � li,� r` 1� 111111101 20 10 20 DETAILS & ii,_ c ) 1I .' ��\ / I ( FEET ) r 1 INCH = 20 FT. NOTES MATCHLINE - SEE SHEET IR1.1 - PIPE SIZING - CLASS 200 PVC GENERAL KEY : HEAD KEY : GENERAL NOTES: °' HEAD COMPANY &CAT. NO. RADIUS G.P.M. P.S.I. aa — — SCHEDULE 40 PVC SLEEVES SIZE AS NOTED IN THE HYDRAULIC DESIGN AND PIPE SIZING, 1. SEE SHEETS IR1.2 AND IR1.3 FOR IRRIGATION DETAILS AND �, DO NOT EXCEED THE FOLLOWING G.P.M OF Revisions: L: GENERAL IRRIGATION NOTES. Q ° 2" IRRIGATION MAINLINE -CLASS 200 PVC PIPE L 0 O RAIN BIRD MPR 10 SERIES 10 .39 -.79- 1.57 30 WATER USAGE PER SCHEDULED PIPE SIZE. CL j CLASS 200 PVC IRRIGATION LATERALS INSTALL ON RAINBIRD RD-06-S-P30 BODIES FLOW PIPE SIZE 2. PROTECT EXISTING TREES AGAINST CONSTRUCTION 1– °' a G1 RAIN BIRD MPR 12 SERIES 12 .65 - 1.3 -2.6 30 1 10 GAL. 314" CLASS 200 PVC DISTURBANCE. HAND TRENCH IF NECESSARY WITHIN DRIP CD c10 - 16 GAL. 1" CLASS 200 PVC .- 0 2" DOUBLE CHECK VALVE, PER DETAIL 3/181.2 INSTALL ON RAINBIRD RD-06-S-P30 BODIES LINES OF PROTECTED EXISTING TREES. SEE SPECIFICATIONS. n 0 16 - 26 GAL. 1 1/4" CLASS 200 PVC aD O RAIN BIRD MPR 15 SERIES 15 .93 1.85 3.7 30 26 - 34 GAL. 1 112" CLASS 200 PVC wRAIN BIRD 5-LRC - 1" QUICK COUPLING VALVE, PER DETAIL 41IR1.2. 34 55 GAL. 2" CLASS 200 PVC F.- o INSTALL ON RAINBIRD RD-06-S-P30 BODIES O 0 1" MANUAL DRAIN VALVE, PER DETAIL 5/IR1.2. A RAIN BIRD MPR 15 S.S.T STRIP 1.2 30 0 Y INSTALL ON RAINBIRD RD-06-S-P30 BODIES x L . RAIN BIRD P.E.B.-PRS SERIES ELECTRIC VALVES / , . RAIN BIRD MPR 15 E.S.T STRIP .61 30 co c © RAIN BIRD ESP-SMTE SMART CONTROLLER. CONTROLLER AND WEATHER INSTALL ON RAINBIRD RD-06-S-P30 BODIES ° SENSOR TO BE LOCATED PER OWNER'S DIRECTION. REQUIRED TO HAVE 110 co r'-. d . RAIN BIRD 506-PL-PC-SAM-R-SS SERIES ROTOR 5 POWER SUPPLY ON A DEDICATED CIRCUIT. EXTEND WEATHER SENSOR 5000-MPR-30 NOZZLES 30 1.4 -2.96 - 5.78 45 o 0 WIRING TO BUILDING AND MOUNT WEATHER SENSOR ON ROOF PER i / MANUFACTURER'S RECOMMENDATIONS. • RAIN BIRDRWS-B-C-1404 ROOT WATERING BUBBLER 1.0 30 MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RIGHTS RESERVED D 0 TUBES. INSTALL TWO (2) TUBES PER TREE. THESE DRAWINGS ARE THE PROPERTY OF CONTROL VALVE NUMBER. MILDREN DESIGN GROUP, P.C., AND ARE q 1" GPM, AND VALVE SIZE. NOTE: USE HE-VAN SERIES NOZZLE WHERE REQUIRED TO NOT TO BE USED OR REPRODUCED IN ANY ° PROVIDE PRECISE COVERAGE FOR ALL PLANTING AREAS. MANNER, EXCEPT WITH THE PRIOR WRITTEN 5 PERMISSION OF MILDREN DESiGN GROUP, P.G. n Lc-) 0, Date: 25 MAY 2018 (--.1 .(7,-, 'r' o Drawn by: Checked by: co c Q F SBS MDS \= N i Job Number: 116139 Sheet :Li z I– H- Q Q O 11 IRI .O PERMIT SUBMITTAL - MAY 2018 MATCHLINE-SEE SHEET IR1.0 ifrLiai ......., .r.. ji -i _ b it Ah--:,.,,,,, 4,,... , . I , : ': / / / I 1 f it �•�/ * MILDREN DESIGN GROUP P.C. I ARCHITECTURE SPACE PLANNING .:.:. M I `•`•' i 7650 S.W. Beveland, Suite 120 �.� ♦, �8 O 1/ Tigard, Oregon 97223-5692 r--- 2 I I I r4f1.1 �, (503) 244-0552 , 33 1 .5 • , 1 */ 4 • I I ♦ ��- S4 - 4 // i 1 I , P‘Mai ' 4 // ��•1 \ 1 {� WHPacittt r l \ 4 S1-yI IF.M1 . 044_* •,.„ I `- \ 9755 SW Barnes Rd,Suite 300 i1 1.0.. PortlanddR97225r� ` I 503-626-0455Fax503-526-07751 L .0. l . �`� 1 ' ` `' 7///--....,, ..-.4"."40.1%,... ---. ,, , / ` , www.whpacific.Com G• - Afe.S. 'I -r „ --1,401/pb,ter Witir •:_ ,/ *4(-: --, - , .>. r--7 x 4 * - --- , iff0 W. .444,1 *41VAP ;.; Ni%., 441,*\144 _ - : :-, V- Z:e / / / /1*1*. *Os 1 P. St .. tt4/ / / 4 *Wit & ' , * 4111,4 " •. ,4‘. , -:-.1 611 / • . **AVIA; X111 V , i - _ 1 w li i)Cil S �� ♦ \ ® , . �. -,.�' ,, _ 317 c:___. '''' . 4# • '1 1 MICHAEL D.SM H 4*b. 41**'. // ligir !`�4. : S\-v �I b ® /lir/ 41ph . • .► • ' •44.4***. �•�f\ , �1\11' // 1:3I/IL 31 I! 4!4!94 i�► �` ® / 9 1 .5 REPAIR EXISTING IRRIGATION-- � OREGON AfI/ ' -\`,� 1SYSTEM. SEE SPECS. ��0r�\ (44 1 I11-q W `,\` ; `4�' Age' 411 � 11 t t.#'• &II . *,444 *A I it* le tr - � ' * . 1 1 = A# Client: voirit♦ �� 7 JLR .4i W 1 II. 1 c' , st,if 1 I 41 12 114 i . */ �� `"* .=, • 1 1 314" a L 4 S l -fRi MAINLINE THIS LOCATION SHOWN 720 NE Grand Ave. � \ ** * * DIAGRAMMATICALLY. PLACE IN • Portland, Oregon 97232 C �� LANDSCAPE BED ON LOT LINE ��\ �. UNLESS OTHERWISE DIRECTED. ,A4, aIiiii co `� �, `. • i!:-- ‘ / Iv .. / fili Project: 13 �� 13 illE i - 1 / ��,,!�i . :� ,� ,� New Building ��' 41‘11 ** �♦ Cit 411 t444 J� h \ � ' 2 314" 4.��4,4� ��•��n **Old tt, I -c: / ,./ f/ iS isii 4. s'i �� 34 1 .5r, ��,A-l- „.„ / . ,' I IrOi �' 1 •-..: ilial it/ II ;cr.° 1 i 4 a 41%IrV/ ��*/ ,#Iii '�� 1 SW Washington Square Rd. • � � � W L 144 ��`�� 1 14` Portland, Oregon 97223 �. / :, �`►It. ista SIJ' 2 314x, � ` '� `�_.404,4I / ��■'11/ 1 Sheet Title: �� 13 1 4r• , . . - Mill 1 15 o � , � � �ii i T . � � IIi i 5314.. -0 _ 7'.ffil, c., -., / / / ? :.�, ��_ eit o IRR I N a cC }} 7 1 'J'?y 29 1 .25 i I *Si 1 ca tt. PLAN J GENERAL KEY : ► • ��• ��. i� !M' ;�Illt �� II,�i k 1 CO ..�'I, 111 1 LIJ ~ o - - - SCHEDULE 40 PVC SLEEVES - SIZE AS NOTED '�_ ` // ■ �►,��jr12" IRRIGATION MAINLINE -CLASS 200 PVC PIPE • ;�� ' `� + ` CI6 1" ■ �, '� •' r *1,"1 Q ° �,y •�+ /►�� b. 1 CO Revisions: • of CLASS 200 PVC IRRIGATION LATERALS `^ v • �J141041111p.. , ,.�, 11' CL *Mitt'� ,� /1\-MAINLINE THIS LOCATION SHOWN J TECHLINE TLHCVXR-3-12 IN-LINE DRIP TUBING ZONE AND ASSOCIATED ~ -^ A 1 1 i 41.444DIAGRAMMATICALLY. PLACE IN I- Aida, NETAFIM COMPONENTS. REFER TO DETAILS IR1.3. PROVIDE A COMPLETE ,,p� ��r ! 1 C .c AND OPERABLE DRIP IRRIGATION SYSTEM. HEAD KEY . i�� I�/1�� SIDEWALK UNLESS OTHERWISE r r1 • ' POINT OF CONNECTION AND BACKFLOW PREVENTION DEVICE, PER DETAIL HEAD COMPANY& CAT. NO. RADIUS G.P.M. P.S.I. - , �� DIRECTED. Lu c 1/IR1.2 BACKFLOW PREVENTOR SIZE TO MATCH MAINLINE �_ le/ilt� I .2 D O RAIN BIRD MPR 10 SERIES 10 .39- .79 1.57 30 - le �♦ 2 j 69 2" DOUBLE CHECK VALVE, PER DETAIL 3/IR1.2 INSTALL ON RAINBIRD RD-06-S-P30 BODIES 111.41°111116.---____ #�i► �� CL N t� Di RAIN BIRD MPR 12 SERIES 12 .65- 1.3-2.6 30 -� a _� RAIN BIRD 5-LRC - 1" QUICK COUPLING VALVE, PER DETAIL 41IR1.2. C INSTALL ON RAINBIRD RD-06-S-P30 BODIES '~�� ♦♦ �, an o 0 1" MANUAL DRAIN VALVE, PER DETAIL 511R1.2. +~�� ♦s N �cna . .. O RAIN BIRD MPR 15 SERIES 15 .93- 1.85 -3.7 30 •�. ,Kr ~ tri N INSTALL ON RAINBIRD RD-06-S-P30 BODIES Io • RAIN BIRD P.E.B.-PRS SERIES ELECTRIC VALVESo 0A RAIN BIRD MPR 15 S.S.T STRIP 1.2 30 �� W 1 MILDREN DESIGN GROUP, P.C., 201 , ALL RAINBIRD RD-06-S-P30 BODIES RIGHTS RESERVED eL I- NETAFIM CONTROL ZONE KITS: INSTALL ON R G s ESE VED D d LVCZ-150HP1.5" HIGH FLOW, 11-35 GPM) p RAIN BIRD MPR 15 E.S.T STRIP 61 30 ♦� S C ALE THESE DRAWINGS ARE THE PROPERTY OF - Q LVCZ10075-HFHP (1 HOGH FLOW, 4.5-17.6 GPM) 47 2,r Off20 0 10 20 MILDREN DESIGN GROUP, P.C., AND ARE o LVCZ8010075-LF (1" LOW FLOW, 0.25-4.4 GPM) INSTALL ON RAINBIRD RD-06 S P30 BODIES PIPE SIZING - CLASS 200 PVC GENERAL NOTES: ATNOT TO BE USED OR REPRODUCED IN ANY ^ PERMISSION OF MIUMEN DESIGN GROUP, P.C. 0 0 e •• RAIN BIRD 506-PL-PC-SAM-R-SS SERIES ROTOR MANNER, ExCEP7 MATH THE PRIOR MITTEN El RAIN BIRD ESP-SMTE SMART CONTROLLER. CONTROLLER AND WEATHER 5000-MPR-30 NOZZLES 30 1.4 -2.96- 5.78 45 IN THE HYDRAULIC DESIGN AND PIPE SIZING, 1. SEESHEETS IRI.2 AND IR1.3 FOR IRRIGATION DETAILS AND ( FEET N , - SENSOR TO BE LOCATED PER OWNER'S DIRECTION. REQUIRED TO HAVE 110 DO NOT EXCEED THE FOLLOWING G.P.M OF GENERAL IRRIGATION NOTES. / 1 INC H = 20 FT. Date: 25 MAY 2018 • a, • RAIN BIRDRWS-B-C-1404 ROOT WATERING BUBBLER 1.0 30 n POWER SUPPLY ON A DEDICATED CIRCUIT. EXTEND WEATHER SENSOR TUBES. INSTALL TWO (2)TUBES PER TREE. WATER USAGE PER SCHEDULED PIPE SIZE. i Drawn by: Checked by: co c WIRING TO BUILDING AND MOUNT WEATHER SENSOR ON ROOF PER FLOW PIPE SIZE 2. PROTECT EXISTING TREES AGAINST CONSTRUCTION MANUFACTURER'S RECOMMENDATIONS. NOTE: USE HE-VAN SERIES NOZZLE WHERE REQUIRED TO 1 - 10 GAL. 3/4" CLASS 200 PVC DISTURBANCE. HAND TRENCH IF NECESSARY WITHIN DRIP SBS MDS CONTROL VALVE NUMBER. PROVIDE PRECISE COVERAGE FOR ALL PLANTING AREAS. LINES OF PROTECTED EXISTING TREES. SEE SPECIFICATIONS. rn 10- 16 GAL. 1 CLASS 200 PVC cv / © CONTROL VALVE NUMBER. DRIP ZONE AREA DESIGNATION 16-26 GAL. 1 114" CLASS 200 PVC Job Number: 116139 in a © 1" GPM, AND VALVE SIZE. • sr DRIP MANIFOLD VALVE SIZE 26-34 GAL. 1 112" CLASS 200 PVC 3. REPAIR EXISTING IRRIGATION SYSTEMS TO Sheet GPM 34- 55 GAL. 2" CLASS 200 PVC PRE-CONSTRUCTION CONDITIONS, SEE SPEC'S. i- 1- na_ IRII PERMIT SUBMITTAL -- MAY 2018 t GENERAL IRRIGATION NOTES BACKFLOW PREVENTION SPECIFIED FIBERGLASS hl,,,,,,su •........ ASSEMBLY BOX. INSTALL GREEN MILDREN DESIGN GROUP, P.C. 1. AT THE END OF THE WATERING SEASON TURN OFF THE WATER AT THE P.O.C. AND WINTERIZE FINISH GRADE SPECIFIED FIBERGLASS VALVE BOX LIDS. ARCFiTFEC rURE SPACE PLANNING THE MAINLINE BY CONNECTING A COMPRESSOR TO THE Q.C.V. AND SLOWLY INTRODUCING ' ISOLATION VALVE GATE VALVE (LINE SIZE) — LOW PRESSURE AIR INTO THE MAINLINE TO EXPEL WATER AS REQUIRED TO AVOID FREEZING BOX. INSTALL GREEN EACH SIDE FINISH GRADE 7650 S.W. Beveland, Suite 120 g�� VALVE BOX LIDS. /— AND DAMAGE. = 1"MANUAL DRAIN VALVE `�.��\�� ,�'�' % _ ,nv►- _ • f i Tigard, Oregon 97223-8692 �%/ /% I /%/%/% '� I I (503) 244-0552 1'' MANUAL DRAIN VALVE ��`� \ \ \ \ \ 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL LATERAL \//j// II I /j//�//\: r 2I PIPING AND OTHER NEW IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR 1" QUICK COUPLING VALVE WATERPROOF __ CONNECTORS, TYP. CONCRETE VAULT—� MAINLINE TO ZONES DIRECTED OTHERWISE. f L. 1 F 1 �1RAIN BIRD PEB-PRS �� r.„ ; \ �� iyi•- _ ��, ,�� IIIA ii�u Iii ,mi!� 3. EXISTING UTILITIES AND FIELD CONDITIONS' PRIOR TO EXCAVATION, LOCATE ALL CABLES, Ilik DOUBLE CHECK VALVE i i ioi. � ELECTRIC CONTROL VALVE - VAULT EXTENSION BACKFLOW PREVENTOR ■ _ IN CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR WILL BE RESPONSIBLE FOR •"' KBI BTU PVC BALL VALVE i-i I: a OUT Ili!: GALVANIZED UNION, TYP.li WHPdC11-1C LOCATING AND MARKING UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO CONCRETE VAULT '1�, � l��I, SAME SIZE AS PIPE. Tom. . �'' -I 9755 SW Barnes Rd,Suite 300 DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY OWNER IMMEDIATELY IF r��. 7-4 SUPPORT BLOCKS PER Portland,OR 97225 p( _� ,� -,- a 503-626-0455 Fax 503-526-0775 ` SCHEDULE 80 NIPPLE ._- . -._. •: CODE, TYP. www.whpacific,corn A CONFLICT BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK IS DISCOVERED. L�� 'ffi= =��*��•�� ' .. MIN. 1 CU. FT. WASHED WATER SERVICE I. ° �`�.1 ��t3"".EL .11 .1L CONCRETE BLOCK, TYP. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED CONNECT TO WATER lu—•s^.0—u .0 UNDERGROUND MAKE CHANGES ADVISABLE. SERVICE MAIN } P.V.C. MANLINE GRAVEL SUMP FLOW =r„ P.V.C. SLIP UNION L CONCRETE THRUST BLOCK MIN. 2 CU. FT. WASHED 4. ALL PIPING AND WIRING UNDER PAVEMENT AND THROUGH WALLS TO BE SLEEVED. 14 GA. CONTROL WIRE GRAVEL SUMP IRRIGATION SUPPLY FROM SERVICE MAIN 5. BORE AND PLACE NEW SLEEVES UNDER EXISTING PAVEMENT. 6. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT DOUBLE CHECK VALVE IS OBVIOUS IN THE FIELD OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE POINT OF CONNECTION SCHEMATIC ( 1 CONTROL BOX AND VALVE DETAIL 2 BACKFLOW PREVENTION DETAIL cZ S TES AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. q �� 317 L�'d SUCH OBSTRUCTIONS OR DIFFERENCES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. \'R� •2R� •2 IRI •2 IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, CONTRACTOR WILL ASSUME FULL • RESPONSIBILITY FOR ANY REVISIONS NECESSARY. MICHAEL .SMYT 414194 W 7. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT 6 OREGON OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. INCLUDING SELECTING THE BEST " DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW I FINISH GRADE C' Q CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ZONE. 7- : V Vi V \ /\ 4 pEAg� �/ \��\\ /moi 8. ALL SPRINKLER HEADS TO BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE � � /�/%/% \�� \/`` IRRIGATED. Client: 9. INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. PLACE TWO (2) = JLR AMETEK 6" ROUND * R VALVE BOX. SET TOP VALVES IN THE SAME VALVE BOX WHEN POSSIBLE. AMETEK 10" ROUND VALVE FLUSH TO FINISH GRADE. BOX. INSTALL GREEN 10. KEEP AN UP-TO-DATE COMPLETE IRRIGATION 'AS BUILT' SET OF PRINTS ON SITE. UPDATE VALVE BOX LIDS. Q, 6" PERFORATED DRAIN DAILY AND SHOW EVERY CHANGE FROM ORIGINAL DESIGN FINISH GRADE z PIPE SLEEVE, CUT TO FINISH GRADE LENGTH AS REQUIRED. 1,1`1 . ! 1 ;,�h 1iN1. r1 11. REVIEW IRRIGATION SPECIFICATIONS FOR PRESSURE TEST REQUIREMENTS. �I I ,`.�.i I �1��;'.iiii�lti�4;��i �++�+��,trl�Ilj�;f��I'i�r�}�� imp CHAMPION MODEL 200 - 3/4" N II 11 I/ POP-UP SPRINKLER BODY w 12. REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL ! I I MANUAL DRAIN VALVE. WITH NOZZLE AS SPECIFIED • QUICK COUPLING VALVE SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. �— 112" BARBED ELL FITTING 720 NE Grand Ave. 24"#4 REBAR STAKE WITH r �} /// MAINLINE INSTALL M.DV. WITH MARLEX ST. ELL Portland, Oregon 97232 TWO (2) S.S. HOSE CLAMPS r J / AT LOW POINTS OF f SYSTEM. 1/2" POLY FLEX PIPE - 16" • P.V.C. NIPPLE (4r• MIN., 24" MAX P.V.0 STREET ELL AND ELBOW ♦ —112" BARBED ELL FITTING Project: b ear ► law f� New Building P.V.C. STREET ELL �� 1" .. ]MAINLINE PWI .V.C. NIPPLE • .f;.t:,...;�'; 'c ,;,^i,• ;:,, '.• h b ♦S.4il....�.rr,-..�"..U: •.�r.:.r.;•.• t..1.��..ri'' • P.V.C. LATERAL LINE AS NOTED MIN. 1 CU. FT. WASHED GRAVEL SUMP 0 QUICK COUPLING VALVE DETAIL 4 MANUAL DRAIN VALVE DETAIL /-5) POLY FLEX RISER DETAIL 6 SW Washington Square Rd. `J SCALE: N.T.S. IR1 / SCALE: N.T.S. IR SCALE: N.T.S. IR1 .2 Portland, Oregon 97223 TJ a Sheet Title: ori 7i — IRRIGATION „ N. -6 Q L .r,/_- D0 NOTES & � o 00 (7) 0_ 1 1 0 FINISH GRADE/TOP OF MULCH DETAILS O c• y O2 BUBBLER ROOT WATERING SYSTEM: RAIN BIRD RWS-B-C-1404 LI a J (U) O3 SWING ASSEMBLY (INCLUDED) 0 0 O 1/2" MALE NPT INLET(INCLUDED) a ° O5 PVC SCH 40 TEE OR EL Revisions: LL: -fl oj ' yf �` + `\, ! 'H Y `. �� O6 PVC OR POLYETHYLENE LATERAL PIPE pliw. ,” <�3 �� j`f O 4" SPACE WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 0 E " / ' /\/, / ,o 6 0 OS TREE ROOT BALL L � 04 ii„.1kalm w c / I— b ._ J o ox O a) 0 X Q7 0 tn 6 O E (y d O 7 MILDREN DESIGN GROUP, P.C., 2017, ALL Z Q O RIGHTS RESERVED I- o D EL Q NOTES: THESE DRAWINGS ARE THE PROPERTY OF �, Q MILDREN DESIGN GROUP, P.0-, AND ARE NOT TO BE USED OR REPRODUCED IN ANY o 1. POSITION 2 UNITS EVENLY SPACED AROUND NEW AND PROTECTED EXISTING TREES. PLACE 1/' MANNER, EXCEPT WITH THE PRIOR WRITTEN \ PERMISSION OF MILDREN DESIGN GROUP, P.C. a NEAR ROOT BALL, FOR NEW TREES- PLACE NEAR DRIPLINE FOR PROTECTED TREES. ATTENTION: °' a' 2. INSTALL WITH TOP EVEN WITH FINISH GROUND SURFACE. n OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED Date: 25 MAY 2018 N y 8Y THE OREGON UTILITY NOTIFICATION CENTER. THOSE 3. INSTALL RAIN BIRD RWS B C 1404: (1.0 GPM) TUBES �� RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH Drawn by: Checked by: O co F 4. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL (1/8" MIN. - 1/4" MAX.) eFF ,I OJ OAR 952- -001-0090, YOU MAY OBTAIN COPIES OF THE SBS MDS N 6 ORE RULES BY CALLING THE CENTER. BEFORE LOCKING LID. POTENTIAL UNDERGROUND (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY CV ...--- FACILITY OWNERS NOTIFICATION CENTER IS 1-800-332-2344 or 811). Job Number: 116139 TREE BUBBLER DETAIL - ROOT WATERING SYSTEM (RWS) 7 "ONE CALL" Sheet UTILITY NOTIFICATION CENTER Q Q SCALE: N.T.S. o 1-800-332-2344 PERMIT SUBMITTAL - MAY 2018 IRI .2 TECHLINE HIGH FLOW 1 INCH FINISH GRADE —\ (4.5-17.6 GPM) LOW VOLUME CONTROL ZONE KIT, DISC FINISH GRADE FILTER, AND 57 PSI TECHLINE COMBINATIONI MILDREN DESIGN GROUP P.C. PRESSURE REGULATOR - TEE MODEL TL075FTEE FINISH GRADE 1" (DRIP ZONES) 3" MIN. - ARCHITECTURE ■ SPACE PLANNING ,,\„, , \ ,�,, „,\,, TECHLINE TLHCVXR-3-18 �� % IN-LINE DRIP TUBING 7650 S.W. Beveland, Suite 120 /�`/,� /./�, , • I lee I 9 Tigard, Oregon 97223-8692 LINE FLUSHING 3” MIN VALVE#TLSOV ,l s r P.V.C. SUPPLY MANIFOLD (503) 244-0552 12" AMETEK 10" ROUND—� N■. 2" P.V.C. BALL VALVE {��/ 3/4" MIN. TRIPLE SWING k1.1.1) VALVE BOX • �_ 1 JOINT LENGTH AS T/**iiiiii • MIN. 1 CU. FT. WASHED I illi`ti - WNW-_ REQUIRED THREE (3) BRICK . c)UOUouo,. \ _TECHLINECV GRAVEL SUMP ANHPacific SUPPORTS ►' • • 17MM TUBING � :K" .Az" r'ki" X`XL V iii, 9755 SVV Portland,ORr 972nes 25 Suite 300 0• 503-626-0455 Fax 503-526-0775 • - 6, BRICK SUPPORTS AT www_whpacific-com MIN. 1 CU. FT. WASHED EACH CORNER, TYP. P.V.C. TEE (SxSxt) OR 90° (SxT) GRAVEL SUMP [77 P.V.C. MANLINE P.V.C. OR POLY PIPING 04)flcoJ O0-o 04)� I • NOTES: 1. EACH 'START CONNECTION' IS CAPABLE OF MAX 10 GPM AND/OR 1000 L.F. OF TLHCVXR-3-18 TUBING. MANUAL FLUSH VALVE DRIP VALVE 'START CONNECTION' PLUMBED TO TUBING 1 MANIFOLD ASSEMBLY DETAIL 2 (SWING JOINT RISER) DETAIL R � ��1 S TEA) �SCALE: N.T.S. IR1 .3 SCALE: N.T.S. IR1 .3 SCALE: N.T.S. 317 • if . c\,) leri7...4. MICHAEL U.Am "2-, 414194 OREGON ti � Age 4pE Client: JLR MANUAL FLUSH VALVE, SEE — THEORETICAL TECHLINE 'START CONNECTION', DETAIL 1/IR1.3 AREA PERIMETER SEE DETAIL 3/IR1.3 _r______ ----N. / \ 720 NE Grand Ave. ®((.. 1 Portland, Oregon 97232 ' J I o _i.■ i•--- Project: C 1, 1 1 New Building ) I o /1 — \-- rY 18" ROW SPACING, TYP. TECHLINE TLHCVXR-3-18 (18" EMITTER SPACING) 1N-LINE DRIP TUBING ZONES AND / , , 'D ASSOCIATED NETAFIM COMPONENTS. l 0 >-Q PERIMETER LATERALS 2"TO 4" REFER TO DETAILS. PROVIDE A COMPLETE SW Washington Square Rd. FROM EDGE AND OPERABLE DRIP IRRIGATION SYSTEM. q Portland, Oregon 97223 (3 p NETAFIM DRIP CONTROL ZONE KIT WITH o DISC FILTER, AND 57 PSI PRESSURE cr REGULATOR - (DRIP ZONES) Sheet Title: 314" MEN. P.V.C./POLY TUBING TO IRRiGATION Q CONNECTION, SIZE BASED UPON Eo OVERALL SYSTEM DEMAND. DETAILS 0 NOTES: 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING LENGTH OF STANDARD LAYOUTS. u- C 2. CHECK VALVE HOLDS BACK 8.5' OF WATER BELOW ARE MAX LINE DISTANCE FOR CENTER 1 o • EL FEED LIE LAYOUT AT 57 PSI INLET: REFER TO FULL CHART FOR ALTERNATE PRESSURES: LJ y: U) .33@18" 0.C. = 752' 1— .0 V) .- DRIP TUBING STANDARD LAYOUT 10 r1 SCALE: N.T.S. I R1 .3 Revisions: 0- 0 J o I— v CD c Q o i Lt.] C I— O -D • V LEJ (n N N C 0 o V) N' 0 • O U a- MILDREN DESIGN GROUP, P.C., 2017, ALL S — RIGHTS RESERVED O r— ftU QTHESE DRAWINGS ARE THE PROPERTY OF Q MILDREN DESIGN GROUP, P.C., AND ARE 1-4' NOT TO BE USED OR REPRODUCED IN ANY 0 MANNER, EXCEPT WITFI THE PRIOR WRITTEN • 6 PERMISSION OF MILDREN DESIGN GROUP, P.C. 0- ATTENTION: . OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED Date: 25 MAY 2018 o y` O BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH Drawn by: Checked by: cu 0 o BEFORE BOJ OAR 952-001-0090,NGTHE OENTER.OBTAIN COPIES OF THE RULESBY CASBS MDS POTENTIAL UNDERGROUND (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY CNI C .. FACILITY OWNERS NOTIFICATION CENTER IS 1-800-332-2344 or 811). Job Number: 116139 u-) 0- "ONE C ALL" Sheet :,j = UTILITY NOTIFICATION CENTER Q Q 1-800-332-2344 CL �� PERMIT SUBMITTAL - MAY 2018 1R1 .3