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Plans (21) S 1T20 18-00013 ____ _ _ _ 0 )) G , G � 6.____.)--„, %� o V? OVCi� � o ,..„ ____ 0 - 7----- 4/;;°':'°1ingio .......,_w .... �0 (:.__= 0 0�� _ _ _''''7--..-------"' _ _ - O Orcoon MILDREN DESIGN GROUP, P.C. oARCHITECTURE - SPACE PLANNING 7650 S.W. Beveland, Suite 120 ' Tigard, Oregon 97223-8692 w - Voice: 503-244-0552 _ • Fax5003 244404172 ' ,---. 4•.:.40 4 '• ''z' i- * 'M is � u, w„r... Ire - - f R •.. y* ' , RECEIVED LAN D ROVER II -: _ _ 1 1I • K: _ _j ' "" �. f c t '1 1 , _ .; � . .,, ��..,,,,� .__ r ;.�. . . w ..:k-, ,„_ „a",z..a,. .. CITY OF t - -�.Y � TIGARD y, .° r . - BUILDING DIVISION f ,,... 411.. • , w ra.. ,,,,► -... fir. t ut ,r.'"«. c.. '0 ........., ',.. „� +•.. ,,,, - c1.,,.A..p,■n,.,� ti. fir. ti . 4 s, • (.0„..0) ARc ... asp- , 40.- dip . am , - c -,...i...-6, ,,,,,,„, t ,� * k t d......"iMIp1. ..,: s Ilk . It r � `" �* 414111411111116 11‘411111111111471111111116-141117 I I I I I II 11.-7114 I I ft F�� w -�.+� -,.. - 71111116: I• 11lIt'" 1 ' .� � +1 a�w " syr r, �r �s akaltE,R3ai I' R.• � ;,. �, • 1111 • ' • rt :: . I • , -: ''.1* '4' % "Williblie. .411111116110. '"411111060.... ♦ „ i - *.SCsh.. ' ' 1 11411k ' ! t,, •lie, r, .: ivr .i0714r, .., ,.....1, .,, A,,,,. • y„ ...{ a,.,,r -.- 4- ,♦ "l-A•..:a } Air- rr, , �, ]j OFFICE - •43 . _ 1. - s: w Y �.. � j iliiiiii ( ` jii `` i , _ r Owner: • JLR r•M•►M - OP r . M l.r N#v w - *•r O! r w. . - . i WWW Or r ,... • - • 720 NE Grand Ave L 4 *. ; ' . ' ,` Portland, Oregon 97201 10NONNIMPIONWOOKNOhi 11161110111100001.01011014011.10011.11k Sheet Index A0.1 COVER SHEET Project: A1.1 OVERALL FIRE AND LIFE SAFETY SITE PLAN M.2 ENLARGED SITE PLAN-NORTH New Building A1.3 ENLARGED SITE PLAN-SOUTH M.4 ENLARGED SITE PLANS A1.5 ENLARGED SITE PLANS A1.6 PAVING PLAN A1.7 SITE DETAILS A1.8 SITE DETAILS REVIEWED FOR CO GENERAL NOTES & LEGEND CODE COMPLIANCE Cl EXISTING CONDITIONS PLAN-NORTH C1.1 EXISTING CONDITIONS PLAN-SOUTH 10125 SW Washington Sq Rd. C2 GRADING PLAN-NORTH C2.1 GRADING PLAN-SOUTH Portland, Oregon C3 STORM WATER PLAN-NORTH C3.1 STORMWATER PLAN-SOUTH C3.2 SANITARY SEWER AND WATER PLAN - NORTH C3.3 SANITARY SEWER AND WATER PLAN - SOUTH C4 SITE DETAILS C4.1 SITE DETAILS 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 E1.00 SITE PHOTOMETRICS E1.01 SITE PHOTOMETRICS E2.00 FIXTURE CUT SHEETS L1.0 LANDSCAPE PLAN Legal Description: L1.1 LANDSCAPE PLAN NE 4 SECTION 35, TOWNSHIP I SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, VALIDITY OF PERMIT L1.1B LANDSCAPE PLAN - TREE KEY WASHINGTON COUNTY, OREGON TAX ID NUMBER 1S135BA00101 _ THE ISSUANCE OFA PERMIT L1,2 LANDSCAPE PLANTING SCHEDULE, NOTES BASED ON CONSTRUCTION AND DETAILS DOCUMENTS AND OTHER L1.3 SITE SECTIONS Zone Analysis DATA SHALL NOT PREVENT L1,3.1 SITE SECTIONS THE CODE OFFICIAL FROM THE THE CORRECTION L1.4 LANDSCAPE PLANT MATERIALS ZONE: MUC OF ERRORS. OSSC 105.4 L1.5 TREE PRESERVATION AND REMOVAL PLAN L1.6 TREE PRESERVATION AND REMOVAL PLAN ALLOWABLE USE TYPE: OFFICE L1.7 TREE PRESERVATION AND REMOVAL PLAN SALES ORIENTED , L1.8 TREE CANOPY AND SOIL VOLUME PLAN PERSONAL SERVICES C1 L1.9 TREE CANOPY AND SOIL VOLUME PLAN Washington Square n L1.10 TREE CANOPY AND SDIL VOLUME PLANEATING AND DRINKING FACILITIES m PROPOSED USE TYPE: MOTOR VEHICLE SALES ��'' h. Revisions: IR1.1 IRRIGATION PLAN MOTOR VEHICLE SERVICE/REPAIR Site Data: k AREA: % COVERAGE: % COVERAGE ALLOWED: SITE 195,448 SF (4.48 A) N.A. N.A. _I - J a 2 IMPERVIOUS AREA AREA OF _1 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 a TOTAL IMPERVIOUS AREA: 164,358 SF 84.1% 85% 217cl C�TI' HWY R�YtL.W D FOOMPLIANCE MILDREN DESIGN GROUP, P.C., 2018, ALL AREA: % COVERAGE: % COVERAGE REQUIRED: 99W I-JrI A roved• ::::70/:::1300 RIGHTS RESERVED© LANDSCAPING 31,090 SF 15.9% 15% OTC: THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE 2W NOT TO BE USED OR REPRODUCED IN ANY PCrrniti: MANNER, EXCEPT WITH THE PR10R WRITTEN f. # SPACES PROVIDED: # SPACES REQUIRED: r PERMISSION OF MILDREN DESIGN GROUP, P,C. Address: l ��L,i 46 ��r S rc!PARKINGSuite#: Date: 1 May 2018 mSTANDARD: 87 91 = 38,576 (1/1,000) ci COMPACT: 0 = 25,856 (2/1,000) By: 4 Date: _ Drawn by: Checked by: HANDICAP: 4 W/REDUCTION E. TOTAL SPACES PROVIDED: 91 JCM WEM BICYCLE PARKING 13 13 = 64,432 (0.2/1,000) ilk Vicinity Map OFFICE COPY Job Number: 116139 Sheet TRASH AND RECYCLING 261 SF 258 SF = 64,432 (4/1,000) Site Work Permit Submittal - May 2018 AO. 1 Keynotes 0,--- �. 1. PROPERTY LINE WITH 1" STROKE WITH 6" HIGH LETTERS AT 25' INTERVALS 7kt, 2. ELECTRICAL VAULT 18. 26'-O" WIDE SWINGING GATE WITH KNOX BOX 3. JAGUAR/LAND ROVER CAR DEALERSHIP 19. 28'-O" INSIDE TURNING RADIUS AND 48'-0" OUTSIDE r 4. SECOND FLOOR OFFICES ABOVE TURNING RADIUS MILDREN DESIGN GROUP, P.C. 5. PARTS AND SERVICE WITH PARKING ABOVE 20. 44'-0" WIDE SLIDING GATE WITH KNOX BOX ARCHITECTURE ■ SPACE PLANNING 6. COVERED OUTDOOR VEHICLE STORAGE 21. FIRE HYDRANT - SEE CIVIL 7650 S.W. Beveland, Suite 120 7. DISPLAY PAVILION 22. FDC LOCATION - SEE CIVIL 8. TRASH AND RECYCLE ENCLOSURE Tigard, Oregon 97223 8692 9. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD 23. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING "FIRE Voice: 503-244-0552 10. SECURITY FENCE CONTROL ROOM" Fax: 503-244-0417 11. ADJACENT LOT EXISTING PARKING 24. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING 12. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC "ELECTRICAL ROOM" STREET AT DRIVE AISLE 25. 24'-O" WIDE SWINGING GATE 13. KNOX BOX 26. BUS STOP 14. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS THAN 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. 15. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 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 .......:::::.........--..,:s...,.......„ ,..„.......,;,,,A, _ 1/./ -'"/-,_ ------t--- 'i --------t---- --:, P .1 I , EXISTING I - _ _ _ ii, **/ci 41) lb._ i RETAIL 0 /"....../.._/_/,.... 1 L -------,..,.., _____ I • *- IK: i L I I � EXISTING _J 1 � &Pk _ ,. 4,3 � � _ J `- BANK 11 c` ,378 S.F. 1 _ t''' h�) 1� y/ --�L rL- , __,..1---,, - . qi' '- L _ i s____..„., (c--- - (,-. , , ' J L--J1 ____ I __, , 32'---3i" , i ,., OjCik , e\ A ♦ _ _ _ • . • ♦ �� \ _ ! / /4111 ''' *, :„.. ::::. . ---,,,,,,,,, ,2 0 ,f) , , ___, ..... ... _ . 4,---- .... D . -•:.- 4 ---- --- __,_ _ ___c_____yii 40 60 , /. _... .. ih i 1 co.N) 0 i 0 - .„,/ - ,L, 1110 - Ilr'''----"-------,,,,,,,,, ....1.... n ,_NC, c".1 ! i 40 0 + :;d a - \ J Owner. a e ° 4 (1 1 I. I ° 0 1 3 u 4 d a 1 ' V/ J� V L1 L 4--- /5) Nit, II 1 0 :i:: - ,,_ 1 is 7,..,,, -..., .:'"INN, . i J r .M._ . . 1 1 1 • 1 - 1 4/to , 1------ II. . i ; , I 28.-44" M. I ka . , I 4D �� I'• .-1 0 _ �• 1 720 NE Grand Ave. t1 1 N / 1 �' �I Portland, Oregon 97201 _ \_ �- i( )I n 1 , t� 0 1 � s^ ® r EXISTING ! S ' 4 -{� - _ 4 r I RESTAURANT •i �� -A, SEE SHEET A 1 --h T , _ �� r i 7 477 S.F. S EE 2 MATCHLINE / V o L - �� '-'n '' - SEE SHEET Al.3 0 I !a •. .-- .....: 0 , / , , .... ! Q Project: New41)- 11111 t 7 __ - ri,ty, 4/01-wit '-'-'--,, -6_\ : i4Wifil) C.) 1 Ipirt4/11-414t -A, Building CI .' *** :3411", IC " 1 4-504 0.1 At), r -,.„..40, .. NI w t 1 - /.-yam it.A „,0„,,,, , ,,,,„,,„,, •.„.• / N.1 "Otit.4 . r .•1 - .1- \ I . 4 pfr------V.AF.• • s . wir4 GO _ /®d•!.!it m V4 IV. i 1 **Alastot,...4., . .41'44r*� 111' �`,``�, ,/(„, "------1--------__ Cb":44, .'� , r11 ,�,,, � ,___, rV, ,J 10125 SW Washington Sq Rd. F�� flit4/74Z./" *.:EI-14/r1 ,111 (ii) ... WCD c____,) I / ----) ( '--- # . --,. 4 . .... ..... .... ..... .. -. ' ® ' i Portland, Oregon •--„y mcg; ® 11� I � / / ---ta 1 0 _ co cv MI -. - 1 „Jo, / it* "il . _ �►■esti 4),Abt,�a►��•4 •1"''r II (I)1 /*/ .7.Qtia ,.Id� ,�I .. 411141114 4 I , Wr!� *wt.. . ,, 6� Sheet Title: co ..... �� /I�, 141411* , W� %it1Pr ►J Overall �� ' ® milAtekArie*4*At,/ �� ,ail ra Fire and Life 10, 1 ii. / , ® ' �,►o ® ` i� S, 4, 0 �►� ..,,,Ill @ rift. .1 Safety • aik . /( v. -,,,,,, Fitz �� /is or riir Site Plan 46- ''' CHB Vk .... I illi Pr Aisill ,/ / CO .. - i ,o '''q CO /1 411111P. i "' i as . fiiit 0 - ,,,, . Awl .! ' r ' ' 0 , 4tat . - fie 4111111p, iir sir Nei r/9/ APS /it III 411# 411111V ift:/0 11 'Q -� sir to 411 6%* * .1. Revisions: 0 10 vv 1 ! i _ r f MILDREN DESIGN GROUP, P.C., 2018, ALL RIGHTS RESERVED 1 ilk Overall Fire and Life Safety Site Plan THESE DRAWINGS ARE THE PROPERTY OF 3O�REN TO EE USED OR REPRODUCED INR ANY 1 mly 0 20 40 80 #ANNE , x PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 1 May 2018 Drawn by: Checked by: ii JCM WEM a- .lob Number: 116139 Sheet Permit Submittal -- May 2018 A 1 . 1 Keynotes 0- 1. PROPERTY LINE 19/A1.7 2. ELECTRICAL VAULT 13. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED71'tsw•Iwo"'"",..,,� 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 _ • / , -,... -.... --- - / / CONTROL ROOM" 27. SIDEWALK RMP - SEE DETAIL 10/A1.7 ° d 1rea p =� I / e \i".'":„....,...,7 ,,..,,,.,., ,,,,...,,. -t _ ° 11 \FJ 'a \ _.1 _ 0 4%. , Ii° 4 305 ...,. .,,„6 -'' \ '''%4.41-141.1111111114;::":'"*.' : \ c:i7- L I R • / / / - _ __\J \ , g of '&- � / , � _ I � , e, - - \ 4 1 1 \ ° a 1 r 1 A a / / ° a \ Cr- - • e _ L \ r (lb \ / .S. ... r-- `_� • 1 I _ EXISTING \\ -___ BANK i ■ O --- 5,378 S.F. _--i 1 s, i , ... 11 - Ski -- Owner: - L .q JLR t_�,� I I sy `\ \\\ L Gt , _\ _ -,,,,,... / ri-- , ---I--r--\\) 20. 0 ' 1 i I I I O <'\ k).04/ \ \\\\\\ 9 \ ` ,-.. ,...-- I 0 / ,, ...., 4 `\ a \\\`--\ 7 r r I I 1 �) 32'-3r x l //r5f O - --- 720 NE Grand Ave. \ Portland, Oregon 97201 4 \ \ ti _ \ _ ( ---„,,/ - \\ \ CI 1111111* 111111111141 ® I, . , _--- . _� � �\ `\�\ '''.":„,„,,,''' '''''''''*%''' ��� Project: ® f _ \\ Mini 0 0 New Building i. i 1111111%4p _.7, ❑ A On XXX - qF \ WS j \ \\ \` ` d Ul _ e ` \ \ � \- 1 - N0 � V + 4 1 - oe + co ....„,. ;27 i ..4 I ›- .:.: , .... _ _ t, d - 8 p -!-CD 10125 SW Washington Sq Rd. r. I _1 , .\ �� ,,..... . Portland, Oregon / (1) N. d d a LJ: I \ 0 ci r 6 w .u` awl... L.;W _ W RAMP 1 • 1142 < C J. 4 0 ' 61 +n CD " ''\„ ,. ,.. .. , --''''.7'''''"•--/ / I I t 19 ri F _\. ./ o \___ , ,, _ _`-�_`- / o Sheet Title: •I ----_- ______- Enlarged n r .,i 21 9' zl -H H _ H H S.- ! V ` ;- \- JI RT. Nt 4 4, 1 `o 5�-4,,, 3 ---) -------..., ;.,; ---' Site Plan I IN f��. \ r_-, North 1 'N'' '').-. -t , _ cn (111 ------___L--. j ` H H H H �f O 1 1! t ,, I 1 1 I ` EP .. 4•�•4 ` r .--„, _ 1 1 i 1 1 p El .1 ..: 1 "pp ----. ., o c' N./ ....--......„ --) ____. 44 ® _ i, ? 8 -0 28'-44 l - �, I 1 I i18 / L= 0 '-- ,, • /( III) -- ® r �' :• �� Revisions: I ii 0 X1.,1„� ��,��y,ur,,�.�„ .. . �� ... I . :41 It..,.: %; ED R 1 (1) 1 \ IT t,, ED 0 41, ,.., �' j EXISTING , O.: . RESTAur�Alvr 1l I _A 'I'w'1 , 0 1 '''.\..„,, ,.., r 7telk, ,477 S.F. 4 • I .,ft,6,4 47444:::0 CO 4 7 1 IP 3 'w (Ip'*) 0 -, .--„,N, 77_1:: - --i f oo ff I l I I I ' s�.144404116,, SJ, t4i, YL : -. ri H I.- MATCHLINE / y ---„,,, 41111011rie'a 6 ''''''..,''''",.., F CP f- 20 -'°-:,- 'A El ry 1 (0 L Lf: L' Gi % W%Q *. .S.�AHI 1RO lJy� J r ■ 40,07411P, •t4:�44:1 i IRILDRENRMRaD© P, P.C., 2018, ALL J, Ak Enlarged Site Plan North .�/or474, \ r THESE DRAWINGS ARE THE PROPERTY OF D MILDREN DESIGN GROUP, P.C., AND ARE e _ r � t� �� } `® / \ 1 NOT TO 8E USED OR REPRODUCED 1N ANY _ I. \ / \ I �r! MANNER, EXCEPT WITH THE PRIOR WRITTEN g 0 10 20 40 PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 1 May 2018 Drawn by: Checked by: ci JCM WEM 6.- Job 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 71qmoot ....., EVERGREEN SCREENING, SEE DETAIL 14/A1.8 24. 28'-0" INSIDE TURNING RADIUS AND 48'-O" 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 ARCHITECTURE ■ 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 Fax: 503 244-0417 9. IRON SECURITY FENCE, SEE DETAIL 15/A1.8 30. LANDSCAPE AREA 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'-O" 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/A1.8 38. ASPHALT CONCRETE PAVING 16. APPROVED VEHICLE DISPLAY AREA 39. SCORED CONCRETE II �� / 17. APPROVED VEHICLE DISPLAY WALL 40. WALL MOUNTED BIKE RACKS - 13 TOTAL - SPACE BIKE , Z9 , , _ �j L ` n, . 18. PAVERS RACKS 2'-6" 0/C AND MAINTAIN 6' CLEARANCE AT BIKE -" .,„ 19. KNOX BOX RACK FROM WALL, SEE DETAIL 13/M.7 \ 20. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS THAN 41. LOCATION OF RELOCATED UTILITY POLE _ IC- _ 70, ���� �, ••••4 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. 42. CAR WASH WITH CMU STRUCTURE 1 .1 �,i' _ "' \ 21. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 43. EXISTING UTILITY POLE TO REMAIN, PROTECT DURING CO ' Ilis_ "'�" '" I ` % ^"� BUILDING CONSTRUCTION. INSTALL STREET LIGHT FIXTURE ON \ . t.„ 1 , \ / :_ / 22. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' ON EXISTING POLE. � � ;1 I „ U s \6,, �} BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. NOT 44. RELOCATE UTILITY POLE TO NORTH. CONTRACTOR TO REQUIRED FOR ROADS OVER 32', SEE DETAIL 19 A1.7 COORDINATE WITH FRANCHISE UTILITY PROVIDER. INSTALL - 1 �� .w.�`` i _ - MA TCHLINE- Q "NOLANE"� STREET LIGHT FIXTURE. �r '�� `_. 23. PAINT CURBS RED WITH PARKING FIRE PAINTED ,, V1 = I. ,....,, .- ♦ Ida \� , , �� 45. RETAINING WALL, SEE DETAIL 13/A1.8 -7. W v • kit. :). (0 0 \ -,...,,,,.. .1.. i ,*,/,,,,,, .. ...4aii„„„,„, 0 for ••�•• C0101 I 2 7 wit.,.....- .1-0-00, ir4.,...1 0,... ,- _. 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'�7, 1,�t. �11 / c cv /(0 / //,/ 0 .i..4- - ..AbliAbia - ,.1..-14 _,.2 k ./(fe%%< - . / I -"71 i * 'N.,. % , \• ' ! 720 NE Grand A e. 410 I i P , ,, ® _ ®� \,V dt#411:4** • 1 Portland, Oregon 97201 CIO , ♦ .4c1 _+` CD _ cac' E' \ // .ice �e ' 0 .. 1 J • ... .. ''',‹ A* w A A � ♦ww.,♦ . / / mf,q4W4st ., , 1 . ' \ y--- 1 , :.- .- / "kitai.-.4,* 41) • tirt. / / 0*. o� 1.„416/4„4„1._./,toit;li..,46,,.... 4 qw 0 p r / ....„ . Project: . / r\ ° ), �// .� o4 New Building / /,-i) / � 1 / / /,,,',.t1114,1'. 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I' D. _ , 1 I n 1 . ) / % -- MILDREN 1 RIGHTS RESERVED CO I itt Enlarged Site Plan - South ��- 1 a THESE DRAWINGS ARE THE PROPERTY OF y� 1 MILDREN DESIGN GROUP, P.C., AND ARE _ . / NOT TO BE USED OR REPRODUCED IN ANY _ _ 0 10 20 40 _ / EXCEPT WITH THE PRIOR WRITTEN PERMISSION MANNER,S lip OF MILDREN DESIGN GROUP, P.C. Date: 1 May 2018 i Drawn by: Checked by: JCM WEM a Job Number: 116139 Sheet Permit Submittal - May 2018 A 1 .3 Keynotes a-------- 1. SCORED CONCRETE 18. WHEEL CHAIR ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS 21q.Ima ....„ 2. ASPHALT CONCRETE PAVING AISLE - SEE DETAIL 1/A1.7 AND 5/A1.7 3. JAGUAR/LAND ROVER CAR DEALERSHIP 19. 26'-0" WIDE SWINGING GATE AND KNOX BOX 4. ALUMINUM/RUBBER WALK-OFF GRATE 20. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS THAN MILDREN DESIGN GROUP, P.C. 5. 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 21. 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 Fax: 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 11/1111111111x -x -x -x -x -" -" 12. ALIGN SCORE JOINT WITH FACE OF BUILDING 24. 12" CONCRETE CURB - SEE DETAIL 8/A1.7 13. BOX HEDGES - SEE LANDSCAPE -0 GI 14. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC STREET AT DRIVE AISLE 25. 6" CONCRETE CURB - SEE DETAIL 6/A1.7 26. ALIGN SCORE JOINT WITH JOINT AT GLAZING 27. ALIGN SCORE JOINT WITH EDGE OF OPENING AT 15. RESIN SET GRAVEL PER JLR STANDARDS, SEE DETAIL 16/A1.7 CHAMFER-GLAZING X U 16. ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS AISLE - SEE 28. LIGHT BOLLARD - SEE ELECTRICAL 0 DETAIL 1/Ai.7 29. EV LEVEL 1 QUICK CHARGE STATION PEDESTAL MOUNT 0 17. VAN ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS AISLE - 30. EV LEVEL 2 CHARGING STATION PEDESTAL MOUNT 8 . SEE DETAIL 1/A1.7 AND 4/1A.7 31. 24'-0" WIDE SWINGING GATE '4- 32. CONCRETE SIDEWALK TO PARKING STRUCTURE N f m0 Si0 r X AL 305. R C S 0 ,._ ' . lai,' "rits CD / -‘4' OF } A / co x 0 -› _ X Q T • . . _... U X { - X X 1ax A a Q i A- Q 1 / 0NOwner: a XI® o JLR a Q a \ 1 A Q 720 NE Grand Ave. Portland, Oregon 97201 r . X r IF 1 III1...III a O 41) o0 III t ,. I c Project: !II 0 ;; ; New Building mi III (I) 0 III 0Q A - 6 " 26'-6" 28`-0" 4'-0" ► ' ,, 4'-0" 28'-0" 17'-8" 9'-2i„ , 10125 SW Washington Sq Rd. Alk1 Enlarged Site Plan Ramp Gate / _ _ _ Si Portland, Oregon Mir 14 m 0 0 0 0 2.5 5 10 "%,,,.,_ 0 -*-. 0 Xr r--0 0 ' , , i . ---. , , r. . . . . J . , , Q A. ' i A;) D 10'-0" 0" 10'-O" 0 Sheet Title: i o'-o" s'-�., 10,_0" f ' I 0 E' Enlarged f 11 �' 10- Site I A1.7 -00 10 kft Plans m i , , ___ t CI L I I - I I L I C 0 i ili Jasit 0 _ 0 I • I \\ : Revisions: .. Cy0m --___ ___-- . 0 ;2 tZ �Illluu1111u11r;., / 26 - ,.6,6166/116666/{1111 Y �Iullluuuu/llr;., _ `��du1{1{IUIIHI{W . . \ [ 0 111U1uluuullu� IN -' :IN11111uu1luHluu rluuu1uu111uuHl(r p p :1~IIIiUUNI!!l/111 _ ----J 0CO 0 , .. - - 1 661661666616666166/116M V ... k I � n 'a m g t ��7 *� MILDREN DESIGN GROUP, P.C., 2018, ALL 1 RIGHTS RESERVED i. .. . ,..-' 0 : , I THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE ,..---4r- = I NOT TO BE USED OR REPRODUCED IN ANY 0 2 :,:- r, + L. Ir� MANNER, EXCEPT WITH THE PRIOR WRITTEN __ PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 1 May 2018 � ' - 1 111111111/11f 7 11NU{i{{66 1{{{{66N'{1{1{111{{{{{1111{1{111{1{!66661{1{166{{661{/{{{_ _ A = = Drawn by: Checked by: a ? JCM WEM Job Number: 116139 ( *) Enlarged Site Plan - Main Entrance Sheet . £ 2.4 E � 1 0 2.5 5 10 Permit Submittal - May 2018 A1 .4 Keynotes cy______ 1. SCORED CONCRETE helm. -...., 2. ASPHALT CONCRETE PAVING 3. DISPLAY PAVILION 4. CONCRETE WALL/FENCE PANEL WITH ACM AT EAST SIDE MILDREN DESIGN GROUP, P.C. SIDE OF WALL ARCHITECTURE + SPACE PLANNING 5. BENCH 7650 S.W. Beveland, Suite 120 6. COVERED OUTDOOR VEHICLE STORAGE/DEONSTRATOR Tigard, Oregon 97223-8692 I / _ _ VEHICLES Vaice: 503-244-0552 7. CONCRETE PAVERS, RANDOM STRETCHER PATTERN - - 8. LIGHT BOLLARD, SEE ELECTRICAL Fax: 503-244-0417 2 9. ORNAMENTAL IRON SECURITY FENCE 4; 2 2 XX 10. WHEEL STOP, SEE DETAIL 14/A1.7 ,,; `1 AXX 11. LANDSCAPE AREA i 12. ALIGN SCORE JOINT WITH FACE OF BUILDING 13. BOX HEDGES - SEE LANDSCAPE - L. _ 2 = 14. BOLLARD - SEE DETAIL 17/A1.7 - 15. ALIGN SCORE JOINT WITH OVERHEAD DOOR OPENING a 2 16. ALIGN SCORE JOINT WITH FACE OF CURB 2 - 17. ALIGN EDGE OF CONCRETE - - -- 18. A.C.M. 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W418/11141!18 e. r K MILDREN DESIGN GROUP, P.C., 2018, ALL '0- . ��, 1 _ 1 1 . W_ -_- T_1 _ 1 -- r1 _ 1 li , s I i RIGHTS RESERVED N N A $ I '�� • _ - - \�i a a WM - - - !�� - _ rs'11411) I THESE DRAWINGS ARE THE PROPERTY OF 411 4. f1ti . . N I A4111818H18118U18; �. O ��%�A ._���� I I NOT?TO BE UISEDGOR REPRODUCED INR ANY t, I \'i�i�. i: h� MANNER, EXCEPT WITH THE PRIOR WRITTEN \i R`, AI I PERMISSION Of MILDREN DESIGN GROUP, P.C. I 2 CO II I .,:. I I II Date: 1 May 2018 i a Drawn by: Checked by: F. ® a JCM WEM Job Number: 116139 Enlar ed Site Plan - Hold Over EntrancerA2)Erilarged Site Plan - Demonstra#or Parkin 0 Enlar - ( ') 1 gg3 ged Site Plan Pavilion Sheet1.5 �� 1.5 I I KA1.5 �� d 2.5 5 10 j d 2.5 5 10 _ 0 2.5 5 10 Permit Submittal - May 2018 A 1 .5 Keynotes # -- �. 1. AUTO PARKING/STORAGE PAVING — 2.5" AC PAVING OVER 2kLio ......„ 4" BASE ROCK OVER 12" CEMENT AMENDMENT 2. TRUCK/EMERGENCY VEHICLE ROUTE — 3.5" AC PAVING OVER 4" BASE ROCK OVER 12" CEMENT AMENDMENT MILDREN DESIGN GROUP, P.C. 3. TRUCK/TRANSPORT ROUTE — 3" AC PAVING OVER 4" BASE ARCHITECTURE ■ SPACE PLANNING ROCK OVER 12" CEMENT AMENDMENT 7650 S.W. Beveland, Suite 120 4. 4,000# CONCRETE PAVING — 6" PCC 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" PCC WITH 6x6 W1.4xW1.4 WWM OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE 6. PAVERS OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE 7. 4,000# 4" THICK CONCRETE SIDEWALK OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE "---------------':--------,... ' , ,4,,, ____ __ .�.IL _ _ _I __, „.„..... /, . ��� �J I w \J —_..., _...„ ,..... III 1 ---1 ,..,,O) 44,,, .04.1,A ( * „ 305. , ---- , JAL EIS r + R. • rI 1 U• �.�/ 1 I 1 ! I i . � i ''' 131-‘I II –, u ,t; \` i // r J I 'i I t'' -"1 i y. •--- -_,, ".... 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I '4„ l'-O" 4„ rn v ACCESSIBLE I I - USER-ONLY -I I WITH ASPHALT 1 / 1 - VAN ACCESSIBLE SIGN, 1 WHEEL CHAIR ONLY SIGN, N-4-" PAINT STRIPE WHEEL STOP - WHERE ti 7" CO,3i" I I I COc° \ ODOT SIGN DESIGN NO. C° ODOT SIGN DESIGN NO. REQUIRED, 12/M.6 i w 1'_6„ R7-8P, WHERE REQUIRED 1'-6" OR7-8c, WHERE REQUIRED 4" PAINT STRIPES AT z_ cp z_ cp . ., z_ c� 2'-0" 0/C TYPICAL 3 WIDE WHITE I I s 1 ��I 1��,1" 1'�� 1 ACCESSIBLE SYM80L, _. z RETRO-REFLECTIVE PAINT z z N l - / I STRIPE TYPICAL b 1- d a ti PAINTED PER STATE NOTES: I I z I 1155 2x3 POST, PAINTED PXYZ HSS 2x3 POST, PAINTED PXYZ ' 1 z 1 z 1SS 2x3 POST, PAINTED PX1` 1 REQUIREMENTS 1. ALL ACCESSIBLE STRIPING N = t 86' ;n �, o II II O 1 II II O I II II AND SIGNAGE TO COMPLY n WITH ORDINANCE STATE I V / '( © REQUIREMENTS. o; A1.7 2. ACCESSIBLE SIGN TO BE o If I 12" DIA. CONCRETE 1,,, \I 12" DIA. CONCRETE � 12" DIA. CONCRETE 30' TYP. MOUNTED TO SIDE FOR 1 I I7 I I I; ( iiik. VAN ACCESS LOCATIONS 67' AND MAY BE CENTERED ` FOR STANDARD ACCESSIBLE • �' t '' I I \ \ I \ \ SPACES. I I I I I I I I I / 3. WHITE STRIPING PREFERRED - - 4 4 d I �� A BLUE BACKGROUND AND 4" 10" o 1 6 I 1 Q I I I ` 0 I I ` 1 Cs, f BLUE PAINTED CURB N N 1 1 N ' � * - OPTIONAL1 9'-0" 6'-O" STD. TYP. 4. MAXIMUM 2% SLOPE ALL 2'-8A" I 1 I 1 I I I 14l E 051 0 R TYPICAL 8'-O" AT VAN DIRECTIONS EXCEPT AT / - Q lir TL _I I I Q ACCESSIBLE LOCATIONS RAMPS ell', MARK 1 Accessible Parking Stall 2 International Accessible Symbol 3 Accessible Parking Signage Pier 4 Accessible Parking Signage Pier 5 Accessible Parking Signage Pierni 1 "=1'-0„ A1'7 1"--1'--°" 1.,=1,-0„ 1„_1'-0., »=1'-a" OF A1.7 15b4w-r1 15b2 A1'7 15b3b-rJLR1 A1.7 15b3b-rJLR2Van Space A1.7 15b3b-rJLR3 Wheelchair Space / 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 COURSE FACE OF 6" FACE OF 6" FACE OF 1'-O" i" SLOPE TO FRONT , , a - e 4" CONCRETE SLAB WITH CURB &P, F x3" SLOPE TO FRONT CURB j " SLOPE TO FRONT CURB 1 -�- . <. < -• �. �-- �_ r -' PLAN FOR SCORING PATTERN / 1-IIII -I I CONTROL JOINTS, SEE SITE Rpt 'Pj: AC - ;. sky -I I irAir- �'`Av Eri --,- 4" CONCRETE SIDEWALK1=111-`I-�.w .' �.��- I••--ii 1 i 1�- iri-"i i��i w 1 1�� 1 1- 4" CRUSHED ROCK BASE -- ' I=1 I ICI I CI I �I 11=III=1 I I-i I i-1 I CI =11111am 7 I .' Illi= SECTION 1 -�2co / '4 + VIII=11111 I ► _ BROOM FINISH TOOLED EDGE 6„ CURB BEYOND BROOM FINISH III- Illll II' = - =I ' -!ilii _ =Illi= =1111= 1 VIII (IIII . °z IMAM= BASE COURSE o 1111 1111! - °, 111=I BASE COURSE o Illi=IIII . a� III- SEE SITE PLAN SEE SITE PLAN _ BASE COURSE PAVING SECTION r-- J --IIII-=Ill IIII = _-.7-_=.1§ =IIII= VIII OR CONCRETE - 11 i IIII-ill - , I = , ,� 1III1MIIII �. M - ` - - :.-� . c s• _ ---• -� -=:w � SLOPE 1. 12 Ax. a 4 ° 4.- ���� WA K d � � T rY r7 r7 ilAbrit nnn= I I�-- I =nmrulnr,=n��ulu =-=•1AIn.=1�I1'I�I urn 1111111111111111111111111111111 � �--II • 1. 1. 1 1 1 1` 1 • I 1 • 1�1� 1•• -IIIII�IIIIII •. -s- -s- �- •.-. - •- •. ..'7 ._.-.Y.r . ._-. .r...x_'.�-�.7� Owner: !11111=1111!1- II Ilk IIII - -IIIIII :Illill. 11111 -11111-1111N I -•= -0- 'i t-i t-- x-r- -� - �- 8." 8i" 1'-2i" I I- I I-IIIIII I I I I NOTE: NOTE; NOTE: 11-,III III 111 111111;,IIII;I I IC I I III=1 I I I 1 1=1 I I- -1 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 I I 1III- 1 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 (TOOLED) Portland, Oregon 97201 B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1X" B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 11" B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1X" 4. BASE ROCK TO BE 2" OR X" COMPACTED TO 95% OF AASHTO T-99 AND SHALL 4. BASE ROCK TO BE 2" OR X" COMPACTED TO 95% OF AASHTO T-99 AND SHALL 4. BASE ROCK TO BE 2" OR X" COMPACTED TO 95% OF AASHTO T-99 AND SHALL NOTE: CONCRETE SHALL BE 3000 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 GREATER MSI AT 28 DAYS. 6 SACK EXPANSION JOINT MiX, SLUMP: 1 1/2" TO 3" AT 20'-0" O.C. MAX. 6 6" Cast-in-Place Curb 7 6'7 Cast-in-Place Curb 8 12" Cast-in-Place Curb 9� Typical Sidewalk 10 Sidewalk Ramp A1.7 94"=''-°" STAMPED CONCRETE A1.7 94,H-1,b O„ A1.7 94,a9�c 0„ 1.7 no x1 scale A1.7 x'1= � =1'-a„ y CROSSWALK - HERRINGBONE PATTERN 1 Project: -I 6" CONCRETE CURB New Building * - RAMP WITH TACTILE 4" CONCRETE SIDEWALK .19" x 3" FLAT BA' 375 ROUND BAR GROOVES T CONCRETE BASE 6" CONCRETE CURB PLAN • LIGHT POLE BASE PLATE 5A„ 6" CONCRETE CURB �i C LANDSCAPING 33" _ / LIGHT POLE w /- c° >. FACE OF WALL �( ' I ' / A A� ,� 12" CONCRETE CURB o a [ •0 1 - LIGHT POLE SASE 10125 SW Washington S Rd. v) \ PLATE COVER g RAMP WITH TACTILE SURFACE MOUNT 6250ROUND BAR - Portland, Oregon H /� GROOVES " CONNECT HOSE 8 B8 CK LANDSCAPING // CONCRET E ANCHORS ¢ 6'-0" PRECAST r] o CONCRETE WHEELSTOP ��� " ASPHALT PARKING \ : - IPLAN T o DUPLEX OUTLET AND SUPF _Y / N O h- o Sheet Title: 4" CONCRETE SIDEWALK #% / STAMPED CONCRETE ') ln CROSSWALK - F LIGHT POLE =lit, *#* HERRINGBONE PATTERN I Details 1'-7i„ 2'-O" J • ° • ' DUPLEX OUTLET AND V 8'-0" CLR 2 -0" CLR a I I •-•.c SUPPLY - MOUNT MIN. 1 7'-0" l CENTER ON RACK 1'-6" ABOVE GRADE -----/ SIDE ELEVATION FRONT ELEVATION MI 1" CHAMFER aa ) SURFACE MOUNT QUICK cce e Route Sidewalk Accessible Route Sidewalk Bicycle Rack - Huntco �Stirru Wheelsto a II I CONNECT HOSE T M AND 11 SSS u 12 13 y p 14 p ° � II a SUPPLY - MOUNT MIN. A1.7 /„=1'-0" A1.7 /"=1'-O" A 1.7 1"=1'-0" 1.7 3„_1'-o" II ° ° ° , 1 -0' ABOVE GRADE ��7 c 1 -0 .090" ALUMINUM SIGN PLATE o at.7 vt.7 15e18 " RESIN SET GRAVEL WALKWAY / WHITE BACKGROUND WITH ;,� _ �� IT ANCHOR BOLT RED LETTERS AND BORDER, iI #8 VERT. WITH #3 SLOPED TOP BAKED ENAMEL, PDN ER OSSC - - Q 4 12" APPENDIX D FIGURE 0103.6 !DI _ < II TIES AT O.C. 4" CONCRETE SUBSTRATE NO FIRE LANE SIGNS ;_ ° 0 `I a 4 FINISH GRADE Revisions: WITH LIGHT BROOM FINISH - CURB 1 I II ° ° PROVIDE 7 DAY CURE PRIOR s PARKING ° I I° ° . TO RESIN SET GRAVEL SEE SITE PLAN I 4 , ° 11 , WALKWAY a WHEEL STOP, - III SEE 14/A1.7 GROOVED TACTILE -- FIRE J ° I AGGREGATE BASE, SEE / +� ; �� d WARNING LANE O c ' a GEO-TECH REPORT TOOLED EDGE '-'� • CROSS SLOPE 2% MAX �, ,. 4 I ., ° 4" CONCRETE SIDEWALK WITH - . ..g. 4"0 STAINLESS STEEL 1 ° LIGHT BROOM FINISH PIPE WITH GROUT FILL PAVING SECTION ° ° • a- - OR CONCRETE : • w • - ° WALKa- z ` , f z +� °Q 4 �- d d° ° GALVANIZED STEEL POST Y;•r•Y•r O co r,. ': . : a i i +. ` ` it +. r. +. i• i. �p f d •y,•iei.. :T"wr-;•Y;,�r-1Y-,• • r . rr • �i ° 4 1 � ' � azo- = \ \'., .•�:•�: l. !'.�:.�:. w,w r' PVC RIGID CONDUIT i b D D • D p D D \ )�\��//�%/�//�/\\/V\/\\ \\\� i&/\\&4\/\ - D D D FINISH GRADE \ \ \�\�\�\�\�\ o u MILDREN DESIGN GROUP, P.C., 2018, ALL t \ j� �� � , TYPICAL RIGHTS RESERVED Q 4447;016,00#41+,170#4.140/1704.404,4,440,4W.40.4-04W1104 it-',' -ir�i'••�-iYmi`r=='^ Y7•`'--iiT��7�i:rir iTi: r Y'iY'"iY-aY.i„ ir.ii: is r r..r6:T: CRUSHED ROCK BASE UNDER �- '-'�- ;-' `- '� '-': '- '- �: �--� L ` y ° THESE DRAWINGS ARE THE PROPERTY OF 44 6, #_ 1+,17 ��.140 104.40_,4, 40,4 .40.4.0�� 1104. 1P-0" u d° ° MILDREN DESIGN GROUP, P.C., AND ARE ,.� ,. SIDEWALK TYPICAL ° �� ,.,.... 4 d ° NOT TO BE USED OR REPRODUCED IN ANY I � � � I O • ., ° �° MANNER, EXCEPT WITH THE PRIOR WRITTEN i I I �I I= _ -_ .1Ill .° r d a a H 12 DIA. CONCRETE o a PERMISSION OF MILDREN DESIGN GROUP, P.C. Ill • =d P� CONCRETE FOOTING Q Q 4 4 ° 4 ° Date: 1 May 2018 Z i \ Drawn by: Checked by: g if l'-4" N 4 I I 41 SECTION 2'-6n 4. JCM WEM I I I Q I Job Number: 116139 ,74 LI ,, L Pole Base Sheet _ ( fLight„=1'- d ugr tPd ..-� . 1"-1'-0" y =1'-�" "=1'-0" _°1-117}11"=1'-O" gPermit Submittal - May2018 A1.7 A1.7 7 A1,7 Tactile WarningGrooves D5 vf.7.drQ a1.7.dwg d-03300-1-tacfifegrooves 15'-11:8" 7 _6" , TYP \ . .o MASONRY CAP ..4.4.04;,. • o.. r 8 GATE TO BE PINNED INTO \ cNk PAVING SURFACE IN I \-- 4, 4 r - r 7 FULLY OPENED AND 1Y2"X1Y2"TUBE STEEL FRAME I I L \� (2) 4 HORIZONTAL 7:1Les .........„ - I CLOSED POSITIONS USING 1 # AT = SIDE RAILS WITH 1Y2"X3" TOP I I N r :11 TOP OF WALL AND 48" d 1"� � r d"'d' d r' fi' d d "d' i �1' d' d d' r; d�' d f AN INDUSTRIAL LATCH AND BOTTOM RAILS WITH !! - ►• WITH DROP ROD, FULLY MITERED CORNERS FULLY I - (2) GALVANIZED L3x2xY2x4" - O/C MILDREN DESIGN GROUP, P.C. q OPEN POSITION TO BE WELDED AND GROUNDI EACH SIDE, WITH Y2"�x3Y2" " 4 ARC�irrECTURE • SPACE PLANNING 120 DEGREES 1 #4 VERTICAL AT ENDS OF 7650 S.W. Beveland. Suite 120 BOLT 3 G SMOOTH MIN. EMBED HILTI KWIK '� Q WALL AND 16" 0 C WITH HOOK INTO FOOTING Voice: 503-244-0552 Z a a L 8 CMU WALL, HR-36 METAL PANEL aTigard, Oregon 97223-8692 a GROUT SOLID SCREWED TO THE ANGLE AT GALVANIZED HSS �j TOP AND BOTTOM FRAME - N 3 �� • A Fax: 503-244-0417 -ex o NIP EXPOSED ENDS OF a ,------ 1: 3x3x/6 END POST (2) GALVANIZED L3x2xk 6 CONCRETE SLAB WITH FASTENERS - Ln ONE EACH SIDE OF HSS #4 AT 24" 0/C EACH WAY -36, 20 GA, METAL WALL 4" iD C° • ..6.41•-•-•�� WITH Y2"0x3 Y2" MIN. E ED till, CENTERED IN SLAB SLOPE TO DRAIN 3 3/16 V � : . : : . !� ►- >~ PANEL, PAINTED WITH HSS 1"X1"ANGLE AT TOP AND GALVANIZED HSS 3X3X/�6 .., .,. HILTI KWIK BOLT 3 < X 8" CMU, GROUT SOLID - / BOTTOM OF FRAME 4 � �B��IFT 3x3xY4 FRAME GATE FRAME � � �� 1� � � � , "'j0p a CANE BOLTS FOR EACH LEAF \ #4 VERTICAL IN EACH In - - - H-36, 20 GA, METAL WALL TYP A N- CELL AT END OF WALL PAINTED { �a FOR CLOSED AND OPEN d _ PANEL, PAINTED N FINISH GRADE, SEE CIVIL CONCRETE FOOTING lins , POSITIONS - _ 6" CONCRETE SLAB, #� . I �� (2) HINGES EACH GATE, IIA����i= � '\'\1\' GALVANIZED HSS 3x3x3/& LOPE TO DRAIN . PAINT TO MATCH GATE - - ; 4 END POST ; T/SLAB I' ► / 2� / 3/16v _ -4 •: 4 GRIND AWAY GALVANIZING A1.8 ° °' = AT SURFACES TO BE \ T SLAB .�I „ a a <, I \C°\ T SLAB BASE PLATE Y2x3"x9" WITH ����+������ WELDED _, I #4 x 2 -0 x ! / � � � � �-��� � � it _ � � � �� I12 HSS 3x3x3/16 JAMB \36a4 3n \ o '""� "�. ��N AT48" 0 C n4a ° o (2) Y2"0x2 /a EMBED HILTI 1 °a = I-�� I �- // KWIK BOLTEXPANSION i . I I III-III--I I I I I II 2 PAIR 6X6 HAGAR 1850 t =1 I = I= 1= 1 I T \\ ANCHORS 7 Y2" GAGE a, - - PIPE SLEEVE-EMBED 4" LP HINGES OR EQUAL, ° ° , _ 2'-O FOR CLOSED AND OPEN PAINT TO MATCH GATE = w a L 1CONCRETE FILLED I� - 1- (3) #4 CONT. I . I PIPE BOLLARD - f I --1 (OD * I' 11' d 1 ��;. I POSITIONS � 6" CONCRETE SLAB WITH GALVANIZED HSS 3x3xY4 r-- c)� *, tIRJ L - - * . ,e,.., - #4 AT 24" 0/C EACH GATE FRAME \ n\ ° glik NOTE: WAY CENTERED IN SLAB HR-36,R20LG , METAL D j © SEE CIVIL FOR SP07 \ CLEAR #4 AT 2'-8" 0/C 30�A1.8 C3--- .8 A1.8N �f T 2,_3. CONCRETE FOOTING 3" 2' 3" TRANSVERSE . I.-le E. 11i R. • ELEVATIONS �tb,' . I (--- Trash Enclosure Plan 2 Gate at Trash Enclosure 3 Gate at Trash Enclosure 4 Trash Enclosure Gate Screen Wall at Trash Enclosure 0 A1.8 %,=1'-O" A1.8 3/4„=1,-0" A1.8 3/4"=1'-O" A1.8 1 1/2"=1'-0" 1.8 3A"-1`-0" OF d-TrashEnclosurePlan-Masonry-1 d-03410-9 9A5C 9A5D 9a503 6 x 9 LIGHT DEMARCATION PAVER, 16 SILVER OR GREY A1.8 GALVANIZED HSS 3x3x3/P GATE FRAME (1) PAVER WIDTH, TYP. RANDOM STRETCHER / / PATTERN, CHARCOAL TYP TOOLED EDGE ' z\ PAVING A.C-M.,'LARSON 'FUSION' - - p SECTION - SCORE LINE TO MATCH CURB WIDTH PARKING OR GATE LONLY, THIS ESIDE 1]� - Q r h- PAINT TO MATCH CONCRETE BRICK PAVERS a (2) HINGES EACH GATE, JOINTS TO MATCH CONCRETE BROOM FINISH cn WALK • CONCRETE TILT-UP WALL :t.1 - SAND BEDDING Q 5'-o" FIELD VERIFY N, ,, i, / E-‹ CROSS SLOPE 2% MAX : I . ° AGGREGATE BASE F- z PANELS AT PAVILION ETAL �� ` a . ° / z 4"x4"x FULL HEIGHT METAL \ p 00 °1414102101 ` ASPHALTIC CONCRETE �- �+•+•w•-•+• � • �+� 0-� +•%• �� '-2-. PLATE GALVANIZED HSS 3x3x3/1 END POST . 7 / -(N, -alna a I 1'-0" CRUSHED ROCK SASE UNDER � _ /• 1 _ 4 4 a N ¢ O«-ncr: SIDEWALK TYPICAL � ` V__ 1111 II� d � GALVANIZED HSS 3x3x3/ � A.C.M., 20 GA. METAL WAC_ 12 i I ° 18 o PANEL, EA. SIDE OF GATE kF- SLR 1\ 1\ SS I / 7 -0 GRIND OA WAY GALVANIZING Sidewalk Flush with Paving g �._.. �. U �.�"_.. �, ACES TO BE A1.8 AT SURFACES mN NI�-1 ill Q _ w • • • • • • • • • �• • • /0i�ir 1110 111. i0 WELDED `' `' . `� `' `' `� `• `• `� `' `' `' M' `' r' •' ''•'' ' `' `' __I - . 2 PAIR 6X6 HAGAR 1850 N OL- Sidewalk at 6ullding Flush +r1th Paring ;���..-.�.-.'�-�.�-�-��.-.�����.�.-.5.-.-.+.�.-� - - _ Q .t :et A. e. ;. ;. .. :. Z. �� .. ;if }� ;. ,. . ;. :. .• .• .. ��.,� j L P HINGES OR EQUAL, `+=,+-+`T` .1:7 -�'Y,�" ALOI PAINT TO MATCH GATE I - \ �-\ „ BASE PLATE 1/2 x3"x9 2'-O" / MAIL BOX POST �� I = \4 I [.,: GATE STOP WITH (2) 1/2" DIA. x2 3/ „ 1 o I / ___ PAVILION _ _ EMBED HILTI KWIK BOLT I 720 NE Grand Ave. N ANCHOR BOLTS PER MANUF. GALVANIZED HSS 3x3xY4 EXPANSION ANCHORS 7 1/_7" IGATE FRAME AND CROSS I GAGE Portland, Oregon 97201 o _ o ■ MEMBERS L 8" CONCRETE PAD - A.C.M., LARSON 'FUSION' CONCRETE FOOTING VERIFY WITH MANUF. METAL WALL PANEL 10 ion Personnel Gate Pavilion 1 7 Concrete Pavers at Asphaltic Concrete 8 Brick Paver Pattern 9 Jamb - Pavilion Personnel Gate.8 1 l _' -° A1.8 1 X"-1'-0" A1.8 1 1/2 =1 -0 -io P: "avil A1 \116139 Land Jaguar Washington Square\A1.8 4' 0" a1.8 a1.8 3'_0" 9A5D \ MASONRY CAP Project: �,�;�.���;• °'-,, f 2"X2" HORIZONTAL RAIL _ // MAIL BOX POST I'Io KEYDROP BOX POST �•' New Building o J/ 1 1"x1" INTERMEDIATE ANCHOR BOLTS PER MANUF. N / ANCHOR BOLTS PER MANUF. (2) #4 HORIZONTAL AT TOP VERTICAL POSTS ANCHOR PLATE AND o _ ° ° NOTE: FENCE OF WALL AND 48" 0/C 4"x4" VERTICAL POST COLUMN TUBE OR PVC PIPE TO AT 5'-0" 0/C 1 #4 VERTICAL AT ENDS OF RUBBER BASE PAD 8 ' CONCRETE PAD - BE INSTALLED DURING WALL I PROPERTY LINE / VERIFY WITH MANUF. �` WALL AND 16" 0/C WITH -- I 8" CONCRETE PAD - CONSTRUCTION (AFTER WALL X ;; Oi ��0 I HOOK INTO FOOTING 9" 7" 7" 7` 7" 7 7 9 VERIFY WITH MANUF. CONCRETE CURB - SEE CONSTRUCTION -- POST CAP STONE < All %i ? 7 le ? ? I f SITE PLAN FOOTING WILL REQUIRE HAND It 11.4 f IM 4 SEE CIVIL FOR PAVING EXCAVATION AS TO NOT o 11 I �, j� .1 10125 SW Washington Sq Rd. SECTION AND BASE COURSE DAMAGE GEOGRID) 3 r6. +i 4'-0" �� �nPort land, Oregon A tri i �: it �1�� X11 Id U I ISPEIUM ID c, /RII : .: :- ', ', --YIL. ,. ,. / - : - -cELd r. + /�l /,� ' 8" CMU, GROUT SOLID PLAN Co� IIIA ._.' ._. . `•!!, 11=111111= KEYDROP BOX POST RETAININDESIGN G BUILD ill (� • %� fi �1, t , j`��I1 PAINTED II _ .. IlllllIlllll • unfl iffdl allirdit' -111EII= ANCHOR BOLTS PER MANUF. t �• %n +ri !� r� FINISH GRADE, SEE CIVIL VIII lllllhilllll llllf� mm=lful� r 1,41 1 11 `• �� s i �w g4.rli • � Z +,� -tAr ! •_, =d' - t .�� r ..t: . + - tri' -vs. :.•, f ►: ANCHOR PLATE AND ►� _ ►' ( � fi1,� • 2"X2" HORIZONTAL RAIL RUBBER BASE PAD ' =' =11111 I1111 11111 11 /r�; ���/ 1 . leg� EI-44' ��; _ = I� I= • 15 lip lit, Sheet Title: Mailbox Base and Pad 8" CONCRETE PAQ - 1 ! , ;:� � ILII I `'/�� 11 .■�• - I I ._ /�� I ru __ s ► 1 11 1 -_ ► 1.-..,1- i.- i i i 1 1'-0" VERIFY WITH MANUF. _ �`+ I+� JIM - mei _ _ site A1.8 - I ' - 11 r...... ---CUT OR DISPLACE I ,. _._ . . P:\176139 Land Roar-Jaguar Washington Square\A7.8 - I 1 1 I I�� - -1 I -I -1 ,� ►► I I I-I I -I I I I I I irll- II] SEE CIVIL FOR PAVING I1 �: 1 I GEOGRID AROUND L11-=1 I =III= = I �� - - ----lib' IIit• _ III-I I !=1 I I= =1 I=1 11= III lull .- , IIIA _� 111 =11��1= Dualis 5/� SECTION AND BASE COURSE �l ��� i �. 1 i ` PVCPIPE \ I=� =1 I °I I 1 -III- _ i ill _ COLUMN TUBE OR �.t .; _� tit . , / I L - I I= °►° 1 ° ° I I IIIIIIIII- III „ LIIflf- 1l II � 11I1= 1111 �_4 NT. llinQ 3 C0 _ _ - = 1 "-Iow I 14 r . _ O # -f i1 11 -111 111 ='� ' r{" I I �f=��) _ �\ I I I I-I _ ° i_ � -III IIIEIi� _ _ _n _ illl�lllllf ` 111=** - 1 II =. �--. LANDSCAPE AREA -,►1 (2) #5 AT TOP OF WALL AND =11 1IIM11111 I II -r1 ` '�l r ° :•► +_ - �r1: I IIS -_�- 14r . - -- allufuul VIII .�. ,�,;, :�fi fc* 3s" PANEL EDGES 4---jaz- „JE-m-Illff_IIIIfLllll.�=llfn 1filll! VIII CLEAR #4 AT 2'-8" 0/C��( illflIlllll IlllllIlill Illlll 1nI1L=11111 1 - ,� Illffill .=1111 =I1«(=11111- I EMBED POST IN 12"4 X 24" DEEP �'+" ,=�� .:41` ! �i�_t ��r, : r# * , III II_PILI, „„.,.._:,.„,i,_, . - - f 2'-3" L_ - - - 3 TRANSVERSE FOOTING z VIII -11111- '1111� 1111 O 5. 12 Keydrop Box Base and Pad 13 Lock and Load Retaining Wall 14 Screen Wall 15 Ornamental Iron Security Fence a. JOINTS TO ALIGN WITH PANEL "=1 -0 Al "=1'-0" 3 % -- =1 0 JOINTS AT PAVILION A1�8 116139 Land Rorer-Jaguar Washington Square\A1.8 P:\116139 Land Rover-Jaguar Washington Square\A7.8 A1.8 9a5a3-b A1•8 9a5a3-c2 Q TENSION WIRE AT TOP z o OF FENCE FABRIC TRUSS ROD AT CORNER w POST Revisions: z f . A.C.M_, 20 GA. METAL WALL PANEL Q a. a ,. Y Y r I .♦.•,. *.♦..±.... z 4 #4 A T 16" 0/C EACH WAY VERT. *�*����•*�*.4 )..� �? BARS AT CENTER OF PANEL, --I EXTEND INTO FOOTING +�����• a. 4 2'-0" +j�1i++�*i�� I F- I� " • 4 X 12" A T 48" 0 C •+++�+�•������ N ,+j*1fr.��++�1����� N MILDREN DESIGN GROUP, .C., 2018, At_L RIGHTS RESERVED g 6" CONCRETE SLAB WITH #4 - * % *++�+�+**, A AT 24" 0/C EACH WAY �� /`i W- x \� x THESE DRAWINGS ARE THE PROPERTY OF i / T/GONG PAVING �` { I I..: ��� I E' MANNER, EXCEPT WITH THE PRIOR WRITTEN MILDREN i.° IIMIimmimmimmwmon \ �� \ � NOT TO BE USED OR REPRODUCED IN ANY CONCRETE FOOTING CAST ..�I •`I l:I I';I l'. I iia l PERMISSION OF MILDREN DESIGN GROUP, P.C. o AROUND TEMPORARY FOOTING 1'•-11..`1 rz rill l .1 k ;I I 1 + Date: 1 May 2018 ;- - SEE PLAN I. I I_.SII. III..• 1. \ \ /i �; ; 10'--0) MAX- Drawn by: Checked by: i .u ] :.u: f' u1 o w (3) #4 CONT. THROUGH >� - SPACING, TYP. E..." J JCM WEM .Lianz I TEMPORARY FOOTING r Job Number: 116139 CONCRETE BASE BOTTOM RAIL #4 AT 2'-8" 0/C jw j, j, 3" CLEAR Sheet TRANSVERSE 2'-3" )1„ 16 ConcreteScreen Wall at Pavillion 17 Chain Link Fence A18 3/4"=1'-0" , 18 x, "=-1'-o" Permit Submittal - May 2018 A1 .8 9A5C a1-&drg GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND het.. ,......_ 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, PC. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING GEOTECHNICAL INVESTIGATION. PROJECT BOUNDARY - -- - - ARCHITECTURE - 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 iii iii 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 - -190- - 1M 1‘. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, REQUIRED. STORM SEWER LINE SD STM 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 VAT 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. RIPPEY 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 F . 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 PV:R Phone: (503)443-3900 CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WITH BOTH EXCAVATOR AND PAVING CONTRACTOR. COMMUNICATION LINE P'VR 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 CONDITION (E) 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 TOP OF CURB TC 9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR 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 <cE � PxOFe` 10. INSTALL CLEANOUTS AT 100' MAX. AND AT ALL LATERALS PER CODE. PROVIDE CLEANOUTS AS PROCEEDING WITH DEWATERING. INVERT ELEVATION IE S, �G Ike �/O 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 •P 9- 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 ar OR ox 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 ✓G4YT257\c" STORM SEWER CLEANOUT SDCO , 12. CHANGES IN DIRECTION OF DRAINAGE AND SEWER PIPING SHALL BE MADE BY THE APPROPRIATE APPROVED BY ARCHITECT. SANITARY SEWER CLEANOUT SSCO ÷'9R� KpRpG� 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 I EXPIRES: 6/30/19 I 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 FTG JLR DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF WATER SURFACE ELEVATION WSE TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. 2. CONSTRUCT NEW 8" ZINC-COATED D.I. MAIN IN POLYETHYLENE ENCASEMENT (PER TVWD 2018 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 DOMESTIC BOTTOM 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 ON NON-SCHOOL DAYS. 720 NE Grand Ave. WATER DEMAND AND SIZE OF PIPING TO BUILDINGS IS ASSUMED AND TO BE CONFIRMED BY Portland, Oregon 97232 BUILDING PLUMBING DESIGNER PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. CONTRACTOR 6. CONTRACTOR TO PROVIDE WRITTEN DE-WATERING PLAN FOR EXISTING PIPE AND TRENCH. EFFORT 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. Project: CONNECTION IS TO BE DOWNSTREAM OF MAIN BUILDING WATER METER AND TO BE OF TVWD 7. CAP AND/OR PLUG SECTIONS OF EXISTING MAIN AT BOTH ENDS OF ABANDONMENT. COORDINATE APPROVED TYPE. SEE LANDSCAPE PLANS FOR DISCUSSION OF IRRIGATION BACKFLOW PREVENTER INSPECTION WITH TVWD. PIPE AND FITTINGS SHALL BE SWABBED AND A VISUAL PRESSURE TEST New Building AND CONTINUATION TO IRRIGATION SYSTEM. NO CONNECTIONS MAY OCCUR BETWEEN DOMESTIC WILL BE CONDUCTED. METER AND BACKFLOW PREVENTERS INSIDE BUILDINGS. 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 10125 SW Washington Sq. Rd. TUALATIN VALLEY FIRE AND RESCUE (TVF&R) 19. SITE HYDRANTS TO ALSO CONFORM TO REQUIREMENTS OF TVWD AND TVF&R. CONNECTIONS TO Portland, Oregon 97223 EXISTING PUBLIC WATER MAINS TO CONFORM TO TVWD REQUIREMENTS. ABANDON EXISTING PUBLIC WATER LINES ON SITE AS DIRECTED BY TVWD. 20. BUILDING SANITARY PIPE SIZES ARE ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING Sheet Title: DESIGNER BASED ON THEIR CALCULATION OF DESIGN FIXTURE DISCHARGE. SEE BUILDING } PLUMBING PLANS FOR SANITARY CONTINUATION WITHIN BUILDINGS. General Notes es 21. CORE EXISTING STORM MANHOLES AS REQUIRED FOR CONNECTIONS OF NEW PIPE(S). REVISE CHANNELS AS REQUIRED. RAISE MANHOLES UTILIZING PRECAST COMPONENTS AS REQUIRED. & Legend 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' BELOW FINISHED TRADE. ABOVE THIS ELEVATION, REMOVE MANHOLE COMPONENTS. PIPE 5' BEYOND BUILDING FOOTPRINT TO BE ABANDONED MAY BE REMOVED OR GROUTED FULL. 23. PROVIDE FOUNDATION DRAINAGE CONFORMING TO RECOMMENDATIONS IN PROJECT GEOTECHNICAL ANALYSIS BY GEODESIGN, INC. PROVIDE BACKFLOW VALVE AT CONNECTIONS TO STORM LINE. VALVE TO BE INSTALLED IN A VAULT OF SUFFICIENT SIZE TO ALLOW MAINTENANCE ACCESS TO VALVE. 24. PUBLIC SITE SANITARY SEWER LATERAL WITHIN GREENBURG ROAD RIGHT OF WAY TO BE INSTALLED BY CONVENTIONAL EXCAVATION AND TRENCHING. CORE EXISTING PUBLIC SANITARY Revisions: MANHOLE AS REQUIRED FOR CONNECTION OF NEW LATERAL. REVISE CHANNEL AS REQUIRED. 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 CONSTRUCTION. 27. EXISTING SANITARY SEWER LATERAL ON SITE TO BE REMOVED OR ABANDONED IN PLACE AND GROUTED FULL. 28. CAP (E) TVWD 8-INCH PUBLIC WATER MAIN AT PROPERTY LINE & REMOVE OR ABANDON PIPE TO EAST. CONTRACTOR TO ABANDON 8-INCH WATERLINE BY PULLING (E) VALVE & PLUGGING TEE. CAP ABANDONED PIPE WHEREVER PIPE IS TO REMAIN TO THE EAST. COORDINATE SHUTDOWN WITH MILDREN DESIGN EGROUP. P.C., 2018 TVWD. THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 01 May 2018 Drawn by: Checked by: TMR Job Number: 17260 Sheet Permit Submittal - May 2018 CO 1 \ ` NOTES: I • TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY WH PACIFIC, DATED APRIL 2017. 7Iq • 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 \ TO POOR DOCUMENT QUALITY AND DISTANCE TO INITIAL POINT OF DESCRIPTIONS. ARCHITECTURE • SPACE PLANNING BANK OF AMERICA BUILDING \.,I� \ ` \ 7650 S.W. 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Rd. �9N0 �� \� �8 t8s_ // \ 1 \ / 1 / / Portland, Oregon 97223 \\ \ \ ¢, — f 1fr i k \ * f _ 177 \ \ \ \ \ \ / 1 / 4 _ l ' 117: v t \ X83 \ \ \\ _ - 0 1 ii EXISTING 1-STORY -- I r; ly \...,-.., ,,,,,,,-;..t....:,.„......._ \` / \ - 1 1 \ 789 a BUILDINGIA / r / �r� \\ •.7....-..--, _\\ \ ,8 _ \� \ \ \ __0 1 . a ° / /--- -187 — _ J Sheet Title. \ ` 1 \ y f \ \ / 1 pwr i / , • NN -, —. -176- - � W \ �\ _ �81` \\ v \ \ — I ° ° a 1\!" n � / / \\ �\\ �� ��` \ �8����\\� \ ~ _ \\ \\ \ 188- - �.!!�� a \ � '/ \`� /// y PUBLIC Existing • \ \ `i2S 1��:�\ 185 \ \ \ - - - \ _ //J SIDEWALK \ \� \ \ N9� \ \ \ \\ 1 `� 1 I I ,� EASEMENT \ \\ _ Conditions Plan \ \ \ \ MD \ - 187- 1 -185 , \ \ . A a, • . ,, . _*. _ _ _ _ _ _ _ _, \ se / , / ,.., � \ Q ��7�\\\ _ \ ` _ _ ~_ _ \ 186 ` \ E 2" METER ad a ° -186-\\-- - - $�( 1 : :// 1 1I \ J ti0 �\ \ ` = 184 . /�S ` \ & 4" FIRELINE • / ° ° �� D ----\ , -- — Z /‘ 'IN d �. 1 � 1_ d\ \ — - - - - � _ +� IN1 • \ "// Y ' fir. ct- \ \ ] .� ~ �=� _�� — — \ — —l'fri 1'• '\ • ' 1 m Revisions: / I/------ iiiii \ --��� S� ► \ , GAS �, /_ _ , ��. =� = _ = _ _'184. A � , � ` _ _ \ :Y/ / / 11ISS \� \ �' �. _ �. / /t \ Oi �83' �� �� I 1 iIu r I8 ''83_ 184 1t _ \_ / ,.- � _ "���AA, ,� - _l° - . --- _ \ -arm � � - - - - - - - - a / J J / ` �`�'rLl- - _ _-__-_-__-_- ----- - __ ____ ife `I \ _ _ _ ,��' / 1� — \ \ H ` , `~ ' — Lifi�F�H fl IT�,�� / J / J J / r< 178_ — I _18 _ `� ab _- __, _ __ -783 _ ____ AITCH J J , / ____ ___ -Soft-eft, I 411 4— � _ _ _ _ _� _ - �_�_ On-CF./ 0plscH �1 �/ / I /off -179 � /y�_ _ _-- - - -_j l _ _ _col ---- iv_ _ _ —� � DrTCI�--..��� 8s� I l / l 1 _ ___ 8 - 1 / _ ` — _ 49/....„0 ___ _ _ 8 I 1 � / / 01 _ __ ___ ____ ___ ___ _ ____. _____ ____ - _ ____ _ ____ _ , 0) , le ......,......_ ,\ 1 ' i / / � , — 1 —~ �__ ___; / '�.. �� `78.J� I 1 I l l O / ALLDRIGHTTSSIGN RESER RESERVED 2018 _ 179 l / . - , __ - _ - -- - -180 -- O — ��l — _ THESE DRAWINGS ARE THE PROPERTY OF r -182- / / � J/ / / MILDREN DESIGN GROUP, P.C., AND ARE — ~_ 181- — I / / / / / / NOT TO 9E USED OR REPRODUCED IN ANY -- — -- -_ - —____ 4— _ _1` 152- — _�., '~yye. D\� / / �// MANNER, EXCEPT WITH THE PRIOR WRITTEN --- _ / / // / PERMISSION OFMILDREN DESIGN GROUP, P.C. a_ \ __ --1$1 4- � '� - - _-:.___-__-___ iI - - � - - - J / j // //'//1 _ - ` � $185 - _ _ ____I---7-DIT—C-1-1 -- - - _ ' f// / Date: 01 May2018 OR Hyp}. ~ ` _ - - ~ _ _ �% �J/ Drawn by: Checked by: 1J _ --187- -- -- -18-9------------------; - _._ _ _ / � , : - - - --188 - - - _ • 1 189- - — ` - TMR Job Number: 17260 � 1 -- 190- - -� EB SCALE: 1" = 20' linli. Sheet 0 10 20 40 Permit Submittal - May 2018 C1 . 1 Z . 4 -, 7:-/-t.,.., imm.,..,_ / / / / / EXISTING ' MILDREN DESIGN GROUP, P.C. BANK OF AMERICA / 1\ ARCHITECTURE • SPACE PLANNING BUILDING / I \ ' ` 7650 S.W. Beveland, Suite 120 / l Tigard, Oregon 97223-8692 / I 198.85(E)o_ \ Voice: 503-244-0552 / / j 1 MATCH A \ Fax: 503-244-0417 / 198.40GE� REN-v-r \ . MATCH �=, \ /7////////////////////% 9 99.20TC JJ ` �- - �/ 199.30TC(El MATCH 1M K 198.70G(E) f...„,..,'- `",! 198.900(E) ` � :>` � MATCH ` In 199.25BWALK T.M. RIPPEY i ,� �\^ CONSULTING ENGINEERS 199.46TC ) ' / 199.40TC(E) 4 / - 198.96G(E) \ 19$.900(E) . N 7650 SW Beveland, Suite 100 MATCH MATCH ' Alp Tigard, g (E) STM CB I ! - \ 6, i ` ` Oregon 97223 RIM 198.55 �, ' Phone: (503) 443-3900 199.53TC �;j Fax: (503) 443-3700 199.030(E) ` MATCH ' 199.40TC 199.150 0.45' CURB ` S \Scr, Ng ` /O 200.21 GG 199.150 MATCH �, �, ) 198.75TC 200.21 G 198.90TC G h, �, 4 15504 y 198.250 MATCH (E) GB 200.69TC 199.71TG MATCH (E 72" SD MH RIM 200.15 200.150 2a0.99TC(E) 200.24TC(E) 199.21 G 1�- -IE- �y .•:: 199.30 ` ` qsy/N O \ RIM 198.05-MATCH FG MATCH (E) 200.480(E) 199.700(0 MATCH (E) 199.29T (1;) �• CT /v r 198.79GE} Q � 0CZr--1ON .• 199AOTW - --- -,, 199 199.30TC S T 200 --- _ _ 204.5OTC 199.74TC r ZOO- 198.80G I I 1 MATCH • RC4Q �4` Y 25,•1g�G 1 8.50BW T- X - 2004200 x- - q /-200.00C X -- 1E--._" „ . -� k�"��199.20G _ I / V \ .q p END WALL \T^ icti... r / \ RL KOR 198.50 �� 199.25TC"/ 200.15TC 'A 199.50TC 199.3010 /r r - ` I EXPIRES: 6/30/19 j TRASH ENCLOSURE fes. 198.750 199.656 X99 199.00G 198.800, 198.75TC/G - T ` 198.25 198.50TC 199.60TC) / SSD - SD 4-SII), O / 199 199.10G 200 200 - 72" STM MH I 198.65TC/G / ..: 198.55TC/G / A 198.000 ` 1`.RIM 198.60-MATCH FG /-19k 198 4 I 198.45TC/G / �• '�9�--- 199.00 200.00 200.50 200.00 - 199.10 198.25 Client: 198.751W ,6( 0 , 197.008W _ 198 197.95TC � `• 198.05TC JLR 198.7OTW 1/ •, 198.75TC 197.550 197.650 198.250 0.40' CURB ''p'•� 0.40' CURB END WALL G 4 o�/171 J ��I 198 I '�•`` , 1 f I I \ 199.04 1�98.5DTC I 197.45 TC7G5 \ - ` I X197 197 198.000 ` TC/G r - - - - 1 1 j _ -197 198.80 /` 198.00TC I, f i 197.50G 19 6.8OTC \ '! 198.20 / I / 196.30G 196.60TC 720 NE Grand Ave. 196.10TC/G0.40' 0 Portland, Oregon 97232 ! I /1� 196.15C 197.10TC 198.1 OTC /' ''' 197 195.85TC/G �` `•;•; \ 0.40' CURB g I; " ( I a, i 196.150 / 196.600 197.600 "•=`•` \ \196.60TC 996 \ 19F ... \ 196.10G '• 197.35TC _L ti o� / 196.850 195.95TC/G /� 196 I cn 196- ..,.6 _ -444,4, L _ Project: I I , i\s„... 195.00TC/G 196.10TC \I ' \ New Building ' i FFE 190.50 ( 194.90TC - �� 195.600 f i I I 194.500 \. 195.95TC i- (SERVICE AREA) _ _- -1 - ' / I ' A ` ' 195 198" 195--���0.40 CURB •.,., 195.450 j I l 1E- ' 195 1, J J 1 J _ 194.40 /' 195 • t i I I ` -� r -� .. TC/G \ 195.00TC . --7--7.I1 , ,, ' ki ______ _____ __ 194.20 194 194.500r. i1 f I 192.95TC 194.10T 1 85TC I SAWCUT LINE 192,450 193.600 I 193.350 19 193.00 \ 193.10 193.24 //I I I l - - _ TC/G TC/G 10125 SW Washington Sq. Rd. i 194 - `�-. 194 \ Portland, Oregon 97223 95TC/G I I 191.65TC tv...4411111/ ,� ` 192.85TC 19191.150 �� 192.350 i1 I I i .?'PP 192.85TC/G '--- - - - 1 -o -- 191.75Sheet Title: \ � �l / i� _ Imo' 193.60TC 193 �► � -_ , k r �193.10TC~192 ._.._+�, 192.15TG o, 193.100 4 II 192.90TC 192.600 192.05TC 191.750 193 i - itir o 191.65G •. ,, I l /7 Grading Plan �\ 192.400 ::' 0.4a CURB I I I `'193 \\ / 193.84TG .- , 0.40' CURB , v. 1 j j 193.30G III I i I I I l 190.95TC 9 \ 191.55f-' 'N 191.65TC/G 193 /... J North I 193.5OTC 1��\ 190.450 191.1 DTC- 192.62(E) _ \ -- / 190.90TC 190.60G -- TVG MATCH - / 1 j i 193.000 Ip I I l I I [ 190.95T \ 190.400 L l i /-,,- t \ 193.45TC 1 I 190.45G / `� 190.60TC 192 1192.950 /�, 190.75TC 190.90TC 190.150 f i • 't- '''-- 1" - 4! '190.25G - 190.400 0.45' CURB \ \ MATCHLINE -SEE SHEET 02.1 11 f X192 ��190.45 \ 194A5TC/G 190.85TC S , r 1 1 ` 1 < - M 4,r 190.70TC W( ., 191 grip „�,a 190.35G r 1 i ♦ 190.20G ��� ' 190 : ;, 190.20TC\CB Q ! / - , 190.6OTC 194.1 OTC i'�'�`� 189.700 RIM 189.50 EXISTING 1-STORY I ,'1 / ] - / 3 - A' /♦� 190.1600 190.100 \189.600 \ ` 192 BUILDING l 1 o I\ - • ♦ 190.35TC Revisions: �_ 3 90.70 A M 1 f, . 190.45TC I " A _ � '\ 189.850 \ 191.04(E) \\ j 1 l --191 _z m 189.950 I �,e �� 190.90 \ �� �_ 190 1 1 / ,i)2:' 90- ti s4 - 190.00T�. .�` `\ 190.45TC ' / MATCH \ �` ! I I �- f - - - r �� 90 -- r' 189.5DG ��\ ` 1$9.950 i I 190.95 *� RIM 189.25 ' �' 190.500 , - ♦ I J CB �• \ dif ' v *A,\ .47). 190 \ ! ' I�, 191.10TC-I 190.1QF3WAI K x 190.600 i 48 SD MH CB I 190.95 4144 / 190.00TC _ \ 48" SD MH RIM 189.65-MATCH FG KRIM 190.00 1 . /�� 189.500 % A :'\ S RIM 190.25-MATCH FGIdi j ♦ 9.5 \191 0 • ♦ l SD �` 190.35TC �. •0 194.20(E) 192.09TC(E) 1\ 1 FFE 190.50 ♦ \ r !89 - ,\ SERVICE AREA ♦ '' 19900.6155TGC 189.850 { ` ` MATCH_ ., \ 190.15(E) \ 191.67G(E} 72 SD MH _ _ • ♦ . �.� 189 � 190.25BWALK x '�RIM 190.30-MATCH FG f 191.00T;.- \ \ �: MATCH i SAWCUT CB • 192.07 /13 ♦♦ '� 190.7OTC 189.fi5TC/G x \ RIM 189.25 r 190.65TC TC/G(E) __Z' 7 • 190.200 `190.500 \� \. ` LINE 192.07 \ =\ �,\ ,_ 190.150 /\ / 189.55TC/G \ 189.50TW /1/ FFE 189 � 190.95 '. - x ,� ` i 1 TC/G(E)1$9.ODBW /,,,,,4 ♦ . S \\_ 191 .00camS S5 - k 190.30(E) i , 192.01 MILDREN DESIGN GROUP P.G., 2018 END WALL \ / j / 190.00 �\190.5070 \, �� MATCH �\ ` ALL RIGHTS RESERVED�1 . TC/G(E) 1 ( 189.50TW !I try - 41*61'9190.65 190.65 190.40 /% / \ 190.000 190 "'�=\x\ 90 `/ 190.80TC �� THESE DRAWINGS ARE THE PROPERTY OF �' \ MILDREN DESIGN GROUP, P.C., AND ARE 190.95 TC/G •� TG/GCB x 190.30G NOT TO 8E USED OR REPRODUCED IN ANY 1$8.5DBW-WEST I i Acti:' , ♦ 190.65 ,i 190.15 RIM 189.50 \. gi 4:. •= 191.98TC(E) MANNER, EXCEPT WITH THE PRIOR WRITTEN f 01 - - / . *W � \ TG/G .„ /' 194IP • .40 ` �\ \ MATCH 191.42G(E*) MEI � PERMISSION of MILDREN DESIGN GROUP. P.C. i 190.9 Afr*46,.----,990.90IIIII et AINIII 9 • • \ TC G • \\ / ` _ _____-___________T Date: 01 May 2018 (F) SD MH - �r / •190.95 • \` � 190.8070 ; 191.2570 �', �� 190.8070 \ Drawn b : Checked b 191.0870 88 Q a, \ / 190.300 A / 190.300 \ Y Y RAISE RIM TO EL. _ / ,,�� �� \ i - _ 190.75G 191.00-3" ABOVE FG ,/ 190.50G _ , vim/ 190.65 788 E a 18g \ / \ fet 190.65(E) AS KJK i / / , ,����� TCG 190 �r • CB �. `/ MATCH 191.40TC( .) 190.95 . 190.95 • ` 190.95 ' �� 190.50 \ a "` 1 190.92G(E ' 190.90 190.30 SS x ` RIM 189.94 ,,,,T,,� //' TMR Job Number: 17260 - -� `Alt• \\__ , TCG \ - 71$ `� 190.65 • / ' 1190.50 190.7070 00 �� _ Sheet 188.50TW i 7 Tc 211'4. zj /9� EDSCALE: 1" 20 6 187.00BW-WEST : i 190.45 4 ____ : ! ,♦ , /G 190.30 \190.20G �\ \ 1 \ ! �! \`` '' TC/G 190.50 SS 190.4070 0 :�r►\ 0 10 20 40 I 190.45 \� 190.50 189.90G :. '''"-- co-N-0 �. '� .. 190.55 , ♦ / \ / Permit Submittal - May 2018 C2 EL' ‘144 / + I 193.O0G / 190.9#TC 190.60- ) TC/G 1 1 :ATCH - 1 / I 1 I \ 193.45TC �If 'I I I 11 190.45- ,� 190.40- �� I LI 1 ti �1 192.95- j i - 190.60TC 192 \ / _ \ • 1 9 . T 190.15- / 4 '- � , 1c -92 / L I O �. �`\ \ '190.25- 190.40G - 0.45' CURB MATCHLINE - SEE SHEET C2 :;;;I'Vt �'~ �. 1 1 - -- 1 - 190.45 190.05TC/G fi M1LDREN DESIGN GROUP P.C. 1I - - - __ - _ i ♦ - - �0 l 190.85TC '1 1 / / - \ * 190.70TC t91 41 190.356 I ARGWIECTLJRE • SPACL mvnvG 111 / �� I _ v .190.20G ��N , 'P '190 ,,;:; 190.2OTC\CB \ - - - Q 7650 S.W. Beveland, Suite 120 1 / -- I / i •~� , 190.6OTC 0.1OTC '�'�`I 189.70- RI - 1 EXISTING 1-STORY _1 / 190.60TC 19 g regon 97223 8692 1 / 1 3 _ /♦ 190.100 190.1QG \189.606 \ ` -_192--- - - - BUILDINGT1 and O1 / �, / z11 c Voice: 503-244-0552 l 1 19 Ir , ? _ _ �j �. 190.45TC �\\ , ` \ 1 j / 0191 �, `, •. 189.95- - ` a 1g0 191.001E \ Fax: 503-244-0417 j / a, P9 _ �1 .♦ 190.00T!' \\ -_ MATCH \ 1M I\ 0 j �' � 1 ,� 0 --- -- • - _ __ .��90 - _ 189.5DG Q\ 1/ a 191.00TC 190.95 -- ♦ ►_�190.50- � . . RIM 189.25 • _ 1♦ " 19 \ I •�. � . 191.10TC � � /\ . J 190.10BWALK ~^ 4- k 190.60G \ 1 /� - 48" SD MH CB - 190.9 ♦ ` % 190.00TC ► \ 48 SD MH RIM 189.65-MATCH FG iRIM 190.Q0 •. /'� 189.50G / A :' S \ ' RIM 190.25-MATCH FG - ` - - _♦ \ o T.M. RIPPEY I ,� 1 �_� • ♦ , SD � �., ; 190.30 � 190.20(E) 192.09TC(E) CONSULTING ENGINEERS FFE 190.50 ♦ � . i 1\ -- ---. f - '18g� (SERVICE AREA) _ - - - ♦ ♦' 190.65TC 189.85- \`` + \\ MATCH \ 191,67G(E) 7650 SW Beveland, Sulte 100 I _ / 190.25F3WALK 190.15(E) 72" SD MH - _ Air, ♦ 190.15G •",� Z89_ ' / \x MATCH 192.07 Tigard, Oregon 97223 RIM 190.30-MATCH FG cam' ! _ _ far,190.20- �_ � 19D.50G \4, � , \ � _ LINE 190.15- ` - 192.07 189.50TW • FFE 's 189.55TC/G ' \\ \\ TC G E Fax: (503) 443-3700 A190.95 . �• / )189.00BW ♦ S \ ,\_ 191 .00 • D \ 190.30 EEND WALL If, SS ° 1 190.00 / .50TC �� MATCH �\ 192.01 _ / ! \ �9 TC G EI' ♦ 190.65 190.65 190.40 / \ 190.00- 190 \x 190.80TC189.50TW / 7 , 1 0.9 • TCG • TCG �T fS ! �__ 190 i ('� 'A,,,,,, \I ��.� 9 5 _ / \\\\\� / / / 190.15 / CB \ \ ` 190.30- 191.98TC E) \ ��� P�QF£ 188.50SW WEST . 1 , � /�/ �� .,I� ♦\`` 190.65 . .. . ;, / _ / RIM 79.15900 k � � 190.47(E) � � ��,fr ., , ._ / ��,, �� \ TC/G �� � � \.. �\ \ MATCH 191.420( } yrs rNE.e, f/�/ ��� . ♦' / TC/G -� �, `� 155Q4 y\` r 19 .9� . ' 190.90 \\\\\\\` , TC/G ` �, SN \ / \ _ '� ,� iz: r (E,) SD MH 88 \ G. Fh, 191.25TC • , • oR° ox RAISE RIM TO EL. _ 191.00TC �,/]� 190, 5 a� \ ' 190.30G �.__ - 190.75G / 190.30- \ - r ,,G �., �, / 190.50G , ' `�� 190.65 188 1$9 .• ` 19Q.65(E) • Y 25. 9 ,Z, 191 .00-3 ABOVE FG i - - _� / �.�' /G 190 \mak CB 191.40TC E -9�p� GRO 190.95 190.95 • * U TC : \ \ MATCH ` • 190.92G(E) G ....,... :.._, 190.95 , 190.90''''''- .,, ,,- 411/4190.50 190.30 SS x ` RIM 189.90 MATCH { ) 1 i x 191.40TC I EXPIRES: 6/30/19 111 - !♦� . 190.50 �w _ 190.6541tri90,57, TC/G 188.50TW / . - 187 , \ \ , 190.70TCi� �� `� I19 i 190.90� 187.00BW--WEST 190.45 I ♦,� ' TC/G , 190.30 \190.20- �\ x �` / 1I ��� �' _ \ `' TC/G 190.50 S 190.40TC f► \ 191.10TC .' 190.45 S Q �\ s_ 190.60- 1 cn \ ' . 190.55 �` f 189.90- S �\ •1 Client: © \ q r 190.95 � ♦ Q \ IC -r-,_ \ 191.30TC FFE 191 .00 TC/G ♦ O c,) \ \ 190..800,G__ °�� 4 19 .80 ♦ ` c� _.-::::. 190.50TC k \r �1 ♦ _ i JLR 186 I �__.. 190.QQG _ .5 _ _ !� . .•. ' '188 - 190.49TC ' MODULAR BLOCK / CD 190 190.45 I -- -_ , `,o �I45 190.95 . 1 1x6 COALESCING PLATE 190.55TC \ \ 189.950 RETAINING WALL. 1 + � / ��� 190.50 _ OIWATER SEPARATOR X8919Q.05G � MATCH E / / ( ) 1/ '_• ---- -TG/G ,t 190.30TC \k END SIDEWALK 190.45- PA 71-4, Q� �� 189.80- CONSTRUCTION FFE 191 .00 •' 199 ` •O. 4Z k 1 ' 7' • 190.75TC •0 • 1 •'.190.25- (E) VEGETATED , _ 190.95 I - _ , 190.40TC/G 0 ■ IiiiiiLlkir, �n 190.95 / TC G 5 �� S _ ■ aCORRIDOR BOUNDARY \ 189.90TC Q * •. / FFE 191 .00 / _ ' S 190.75ii ] S`' 190 70 1,; 720 NE Grand Ave. 191.45TC TC/G .190.90 MATCH 189.40- 19D.80TC 190.95- L \\ \ ; /f- -_ f / o 190.300 / /_. - Portland, Oregon 97232 187.50TW / 191.501 191.35TC � ',;� _ � \ / / / ti � _ � / ;'� � -� - _ � 191.15 185.00BW-WEST ` 190.000 190.850 �' �� \ .190.95 / / /" \\ 1 / .` kw - ` t Ark . / - ►N �¢ \ 190.95, !• \ \ / / C . D > :: !` 191.50TC �� ® 190.35TC r -, O FFE 191 .00 \ / �l 3 '191.00- '`���► 189.85- % i . \ 88 a �,� %/4111111I Project: 185.50TW� s� �, .. J \ O ��j� �, / •'• S ' 191.15TC '�w-i. 191.20 l 1$5.008W ,P c ^I i i e, �1 188 / / 190.95 ' I 190.65- 7.----/&'����4� 190.755 END WALL r �� \ / / ` �/ 4111 V , / , r ., , ►�- -. S. New Building \ 48 191.45T , 190.95 �. O 190 BP, 411. ..� _ � 6�\ 190.95- / 1 �;! AIV / 1 • \ - \� Sel.....i,, \ 189 S 191.ODTC �d /..- rk,„ / RIM 189.00 188_ 1191.15 CB Div ;�kV: \,,, - �� ►. 19D.50G I 1 +E • •v, �� \\ /.3 0,.....%'41k. S �\ r �, 5� / ABANDON REMOVE / /� , � 19Q.57TC , -, �.,--moi 44._;/- = / . / •IN �` 18S_ -;> D\ SS` �` 4� ` O (E) 5AN MH 190J5 ,/ 1 •' rn 189.99- F �N \� �_ ��`� p FFE ,_,,,..,_, ,./ ,8857:0_500..,11990,..5000,„ \ Ili/ / 189.45 ! 1 190.75 / 191 .25 MATCH (E) �� 10125 SW Washington Sq. Rd. 4I ` �� �� `� �,, 1 ' 1.\1 ,� ,\ ;`\ O -- 0 N 87 190.6gcTN1 �� �C,q -- -," Alt.-L(5> \� " \ \ 5 co �CB tib - 191.0111414111,--1111 VEGETATED g / FLOW-THROUGH 185.50TW _�� 8g 190.00- SS / �� 191.15185.00BW ' / • RAIN GARDEN. lyeTRIM 188.75 \� END WALL `"� \190.70TG 190.25 \\ fi 190SD `] CO / z ' „_187 ' A Sheet Title: rr}SND \� 82- 190.20- �/ / . L�` 190.89TC�1$� t'W \ ' 190.50 / 190.75TC i er ' 190.35- __ -- -176- `� MODULAR~BLOCK RETAINING ' `�` CB \� 180.95 © / ,D / 190.25- 1 5 J MATCH WALL. SEE GGN 12. r80 <. , RIM 189.75' L X89\ ' `�� PURL€C (E) Grading Plan 48 ACCESS STM MH - •. 190.30 190.75 ' SIDEWALK `12s ,� •` ~ / 189 •- 190.5OTC ' NN •\ - 185.50IW ` RIM 1`.55y MATCH FG !�. 1 O / - 190.00- / 191.00TC �Ca"! EASEMENT South \ _(E) VEGETATED 185.00BW w • D ,;, / 186 190.50- 19 .OD �` CORRIDOR BOUNDARY END WALL �� �� LY �,' 191.80 190 _- O - �� /' ` �� 1$BAOTC _ �3 �' �� 191.758WALK DELINEATED E f' \ > ----. ` XII*�.r• " \ SS 190.25 •1/44• 04 A• 187.50G 188 ��6 ;%i) / v; Alir 191.98BWALK WETLAND BOUNDARY \_ ��� 191.0DTC Q\ !y �`�� 190.50- `` �� \ \ �\ �•1 189.00G i S� 189.80TC \ /94iiik / r i . 191.20-0 25.0' OFFSET FROM Cg ` ` WETLAND BOUNDARY tin ;� ��� D �' .. ' \ W 1.0.40TC ♦ , 189.30- 190.25TC > >g �� ��'� MATCH E N 125_ 96 SD FLOW QNTRQL MH - ` • GB 188 189,75G B 061147 �� { ) p � VEGETATED CORRIDOR RIM 190.25-3' ABOVE FG � -S-----1-8-6::- • � � 189.90- � -" �8 RIM 187.00 � ��• o� MITIGATION AREA ! ` �" _-- 4•011k00:04,�47)0174000.4": 1- �� •, , ` „, ��� S -89 / 1 188.20TC '�I 1 ic- - -176 . ,-- ��r � �`_ ��� / 86 187.70- 188.00T ,/ ^'ii.Y �v r j■ J Revisions: 0 =� :� - /` - 187.50- o, m• �7 �t �- �6�188.5QTC !_ 192.30TG 1-4/Vo `� �� -. r 186 \� f 1�5 - j S J �•_ W 0 1j .� _�"- \ / \ 188.00G G r -� 191.80G 2 SMI 1 188.50TW 1 ( / MATCH E RIM 190.00 180.00BW _ r \ `a �3 `- 8x11 PEAK DIVERSION 181.00PN 3" ABOVE FG -�' _ 8183 _ i - J r '' 18� ~ ` '184 X18 /r4' '4'f / 192.37BWALK STORMFILTER VAULT 180.00BW -� CB IS S ' MATCH (E) RIM 190.75 END WALL '� 18 .00TW X18? _ RIM 187.00 �. 2 _ , ) / II END SIDEWALK _ 181.Q0BW - ,...----/,, ' ! WET/JL4 END WALL `� _.. itts \ - - _, _... __ ,� �cb ./. / l / , CONSTRUCTION 178_ �� ND _ _ _ -- _ -- / I / / l 1 _ __ _ __ 0 48" SD MH �"'� �1$J _J E / / /' `l �` _ ^� RIM 183.75-3" ABOVE FG -� �� r _--g ---- - ____ C),- / / •/ / /3/ 19 I _179_ __ _ 48 ACCESS SD MH - ` - ` 86, / RIM 189.80-MATCH FG a, I _ - > --- 40. ` i r - I // / ~18G� �_ _._ = MODULAR BLOCK / ETLA __ - 184 _- 1 I, / / / f / RETAINING WALL. ) / 1 1 / i /1 -- ` -` - SEE GGN 12. -V 1 ,�1°' p 1. I 1 I 1 �IILDREN DESIGN CROUP P.c., 201 _ VEGETATED _ -179 -10 �/ i), 7 i 1 _ -- I I / ALL RIGHTS RESERVED ---- ----7--1 � --- ---- ----- 1 CORRIDOR - ? ' ° VEGETATED CORRIDOR / / J / /. THESE DRAWINGS ARE THE PROPERTY OF V1- - \ i 782 // / //// / E STM MH NOT MILDR0 9E UEN ISED OFR RGN EPRODUCED ARE - ��1�= BOUNDARY \ f MITIGAT1ON AREA 182- _ ��, ^yy � / // / RIM 193.70 / MANNER, EXCEPT WITH THE PRIOR WRITTEN ---- -` -183 / - - _- r J/ / /// j PERMISSION OF MILDREN DESIGN GROUP. P.C. �= -��` - _ .� - 184- ' _ _ ._ �_ �� /j//j _� } --185 : -- -� ` _ -�- ___- �� /jj / Date: 01 May 2018 / i - \ (E) VEGETATED �R Hw _ _ _ _ - /:-- ---186- _- _ TTTTT CORRIDOR BOUNDARY - � - Drawn by: Checked by: Y2j> DELINEATED (Fl -_ _ _- - = -- - _ / AS KJK WETLAND BOUNDARY 188 -- ` 189 -- - __ ` -- TMR Job Number: 17260 019 SCALE: 1 " = 20' 6111% 1111 11 Sheet 0 10 20 40 Permit Submittal - May 2018 C2. 1 // _ , / / :;;;f00-1...... , ,� MILDREN DESIGN GROUP, P.C. / EXISTING / ' -, / BANK OF AMERICA / \ ARC ETEC'TURE - SPACE PLANNING / BUILDING / 4 ' ` \ 7650 S.W. Beveland, Suite 120 / I 4,* Ty, Tigard, Oregon 97223-8692 00 ' � / / I \ 0 ' Voice: 503-244-0552 / I :01.1 14i% Fax: 503-244-0417 / / I -�! /////////////////////7 • - �- 11\11- I'� 1 .0 /1-----I , r98 �� T.M. RIPPEY - ` `- , ` CONSULTING ENGINEERS J - 199- � 19 \ 7650 SW Beveland, Suite 100 9 , // i Ipo. --- ---. 0 Tigard, Oregon 97223 7 lE) STM CB .I \ Phone: 503 443-3900 RIM 198.55 1 \ \ ) Fax: (503) 443-3700 s. CB RIM 200.15 i ` ', . / 7 f se PRW 24 SD IE 198.15 I � WI- -. 6" OUTLET I S�, Gy,� A, 15504 '�/�� 1.F5% „ \ •.,•.: \ 72" SD MH , 45 LF 1% MIN. 170 L D t' 1.75% • = 1s9- +�•; Sy,Ncr \ RIM 198.05-MATCH FG r 111p, .a ON IE IN 185.90 (24" ,E) 200 -- - -. WR - - - _ L„ 199 / SQ CZIo/4-1. --- , IE OUT 185.80 (24 S) ---� _ _ L f .� .,� _ �, oO f 1 V �OqO /1- SEE � �r 25.141;G,Z, SEE DETAIL 5/C4 �- A 20 -�4 20G 7C 1 , n X l- X ti r17*. i' I \ '<13L KORO `, , - EXPIRES: 6/30/19 I iyo- - -7 Ii 99 ,� - - ~- ,, 72" SD MH - - - /°j - ~ I ` 199 RIM 199.00- MATCH FG . \ I ! I ; I S - SD - /ND - SD *SD / • IE IN 189.75 (21 N) _ - ! j ' ' IE 186.70 i 6" SD PERF. 200 200 6" SD PERF. I IE OUT 189.65 {24" W} / j ' II,/ r I ® O% - 1 - - SDCO SEE GUN 21 & DETAIL 5/C4. 0% 11 ! 1 (195 4 198 90 LF IE 188.50 75 LF IE 188.50 I •�1c'� ` N. Client: ---- iii ; 11 - - - - i 1- 6S, 1 -r f 4 \ . SDCO �_ 7 I l I I I . -M I E 188.50 - i JLR 11 1 /091- 1I _ f/ / iI 1 ! / �, I I 1 - 198 11 ' ;�• SDCO I N. tf 1 / I I\ 197 f - , _ I I E 19 4.7 5 \ _ 1I - r 197. i - -- - - I \ I `' �197 r iA- ' , � I - / \ DIE •194.85 y U; --1 - - � I , RD 1 " IE 194.00 \ I SDCO ' 720 NE Grand Ave. r ; 1 6„ SQ 6.0% E \e IE 19 404 flia 1 _:. \ Portland, Oregon 97232 I r 10 LF 6 SD ® 5.5%j>- , I 96- III196iIr \� + 195` P> - 9 _ c55LFe ,; : _. . ,6 - - - `- - - Project: j ; 1 \ lb 1 j f ! j 41 6" sD PERF. ® o% FFE 190.50 fi" SD PERF. ' 1 .1 I I -\ 1 New Building j I 1 4 ' 100 LF SERVICE AREA) 0 0% _ I I 5 I ! I1 /95- r / 1 1 i j1 41 * 195 105 LF �� 0195 � jf1I1 r 95 i 6" SD ® 4.2% - 195 ,/ , „ , , , ,,:n , 95 LF RD IE 194.00 SD _ ; ' / 1 ! ! II I 6" SD ® 1% MIN. I IE 190.40 \ IJ I l i 10 LF \ 6" SD 0 21.5% SAWCUT LINE 11 1 1 4 I - cr' 194 E J 10 LF / '-, - _ - 19 I I ' \ �., ' , '� 10125 SW Washington Sq. Rd. 124" SLS • ~ ~ - 1.7% , \ -1194 _ SDCO t, +:, - _ 194 ' Portland, Oregon 97223 260 LF - / IE 188.50 -- SRCO :SP - -''- '44 ,\. SDCO IE 188.25 ,/ • - - 193 IE 190.80 4" SDCO ro7 \ / Sheet Title: IE 188.50 I y -- - / u, ] \ RD IE 190.90 1 ' a' rn r ! 6" SD ® 1% MIN. Ir i u-- / / ®' PERF. - _ 93 I ' -,a � , , , o / or Stormwater Plan 1 j 1 I l 6 SD ® 0.5% /. 60 LF .... 1 j1 J - - -u- Oil\ 6" SD PERF. li jam'__ 5�=F Air#-Avitst. /4i -' 193-� f North ' j 1 1 -� 0% _ RD IE 189.00 a -19 ~ - 1 - 1 1 I 100 L F F t 6" SD ® 1% MIN. L j j 1 r,1 \I - 10 LF � SD , _ j l 4114, IE 188.00 192\ / L -1 ,� 55 LF I �' MATCHL1NE -SEE SHEET C3.1 J J I ! . l�a'~-192 ~ �•..`.\ 4 - / / J 1 / / RD IE 190.90 - - [ «i'-- 1111,4111,4"41kaikA , �,1I1 1 6" SQ ® 1% MIN. INSTALL SD BACKFLOW n .190 �,� "� ` _ I QJ 1 VALVE IN BOX \ -1 1 ,,; ! 6 SD , � I EXISTING 1-STORY r J 1 1 ® 4.7% IE 188.50 /04.41, 6 SD CO 0.5% \ ` 192 -- .^� BUILDING 20 LF SDCO SEE GUN 24. 40 LF - \ . ♦ ' c- Revisions: IJ 11 11 \' IE 188.20 SD ® 1% - . -- --• 14 o \ _ p '\ RIM 189.50 ` \\ -191-- •��� . o `► I E 187.00 I SDCO 1 ._ SDCO 5 LF - \, so- - Jnr sD ,�� vi \ - - \ I � IE 187.25 rIE 188.50 __ _ SDCO �-�.7j IE 187.80 .G� �� IE 188.45 /� � Alipo - - 6 SD ® fi.5% `ie 190 Cg411, /,;'-'1411111, 80 LF 1 ! 0 2% z \ - - - ___ I 4 1 f 25 LF • 1 '`�_ a RD IE 188.50 10 LF ,/ff. , r 6 SD 1% MIN. 6 SD RiM 189.25 - j+ �\� x / 48 SD MH CB I RD /14WA � 00.5% �' IE 187.60 \ \ 48" SD MH/� RIM 189.65-MATCH FG RIM 190.00 IE 189.0015 LF � �- \=\ -� RIM 190.25-MATCH FG ",. / x Sp -" _ IE IN 184.45 (6 5E) IE3187.50 ✓ fi SD 0 0.5% 6" SD 0 SD 6 SD .6 5Q Q.I. \ ••6 OUTLET 15 LF . IE 187.90 SD 0.6% '� •p� IE IN 185.40 {6",NNW) IE IN 179.80 (18 ,NW) „«.` SD IE FFE 190.501% MIN. r 0.5 a / f x IE IN 180.25 (18 NE) IE OUT 179.80 (18 SW}5% . F \2 187.10 �• RD IE 188.50 (SERVICE AREA}�✓ -� __ 10 LF . 75 LF .� 35L x \� „ _4041 _� \ \ 1E OUT 180.15 (18 SE) SEE DETAIL 5/C4 72 SD MH �� % \xSD IE 6 SD ® 1% MIN. - - - 6 SD .446SDCO •9 \ SEE DETAIL 5/C4 SAWCUT CB �� \ AIM RIM 190.30-MATCH FG 1 187.00 .\\./1'._. a f ? \ a ', f� �, 0.5% ..., IE187.40 _ \ \ LINE RIM 189.25 i \ IE IN 181.35 (24" N) cn i j 45 LF f f \ \ ti 6" SD �+ 0.5% 1 9- J • \x -.� IE 186.75 ♦ ♦ 1 IE OUT 181.20 (24 SE)(E) --�, I . S I \ / RD �� �� , p \ .� 6" OUTLET \ i SEE GUN 21 & FFE 5 LF ., * S SS o ---..,‹99,............' k \ MILDREN DESIGN GROUP P.c., 2018 y IE 189.00 �• ® 1% MIN. \ 49 ALL RIGHTS RESERVED 1 ( DETAIL 5/C4. 5D IE I 191 .00 6" SD PERF. 0% 6" SD - SDCO I „ 19D •�:\fi _ / ? a THESE DRAWINGS ARE THE PROPERTY OF 186.95 8 SD �Y 18 SD SDCO 1 0 1 . IE 185.15IWO l ' MILOREN DESIGN GROUP P.C. AND ARE 1 D �� 0 L ® 5.6% Apo. f CB ]90 � i \„ ® 0.5% ® 5°f; + NOT TO BE USED OR REPRODUCED [N ANY El 24 STM 8" SD ® 0.5% 15 LF /`*� �♦ .� \ IE 186.20 \�* ��`\ ♦ f 60 LF SDGO RIM 189.50 \�� MANNER, EXCEPT WITH THE PRIOR WRITTEN ® 2.15% / c a \ PERMISSION OF MILDREN DESIGN GROUP, P.C. 1 LF 30 LF / �. . .,***Wit* . *4 , :8 IP // , IE 187.10 IE 187.00 70 LF V � �` \ • \ -\ �- - ..- SD IE RD IE 188.50 . \ \ 8 SQ / �► Date: Ol May 2018 FI \, ♦ ' 6" SD (E] SD MH 186.80 \/3 fi SD ® 1% MIN. . i 4Z `� .� . '_•-•-:-.. ..,.„..,:,:,......, \_� _ , ® 0.5% 20 LF 25 LF ✓' 2% \ Drawn by: Checked by: Q .7 .�. / 55 LF �Y RAISE RIM TO EL. • 8 SD �; . �� . P �� 60 LF �y9 ft; 191.00-3" ABOVE FG i @ 0.5% � __, ! RD �� X188 190 189 4 s, N ., \ ` 9r� AS KJK 4 10 LF - IE 189.00 . ® ,\4 ` \ - - - IE 181.17 (24 NE) RD IE 1$8.50 6" SD ` , �: 1 }� SDCO x\ 14144444:\ CB -_ \ " 4 4 SDCO IE / �r 6" SD ® 1% MIN. • a T`° '��' S x ` RIM 189.90 �' ~\ TMR Job Number: 17260 IE 180.95 {12 N) �,I ® 2.1% , j IE 186.80 S ` 1 ' '° 4 1 1 186.75 , \� \4, / V IE 187.40 IE 179.63 (24 S} . . 40 LF s �__ L � = � ` � 8 SD ® 0.5% \ ::� ♦.: � IMSheet SEE GUN 21. SDCO IE 7 , ? " - '1 F' 188.50 \ RD IE 188.50 i '\ /7/4/totill 35 LF SDCo L '• �j �\ X91 I.� SCALE: 20 0 10 20 40 1 -- 8" SD I 6 SD CSD 1% MIN. ` :' , � IE 186.60 SDCO IE ' SS /#4,110,: 186.65 r, `I 11 u.) 1 r -1 nr) .... 1 - • 8 SD \ _ Permit Submittal May 2015 C3 j , -, ,I 100 /LF - - -. RD IE 189.00 / _i.a -192 � L 11r I' {'� " ` I „____,,,,H__, ' i ! .� 11 ♦I ---�_.�._ '_'.l.7 r , 6SD © i% MIN. SD �1 // -1 10 LF 4-it_ � I ,Y, 1 1 i 1 I a 6" 5D @ 4.7% �� IE 188.00 - ` 192 I 1 .,.a �� 55 LF / I '��`�=; � " - •\ \ MATCHLINE - SEE SHEET C3 '�' Ij r' t �� 1192 _ / r 0 ��•�; \ - _ L � MILDREN DESIGN GROUP, P.C. rc- / i f 1 1 ! RD IE 190.90 - �a ., iA*,..,_ ,- ARCHITECTURE PLANNING Q -191 .. �' .� z r / / , 6" SD @ 1% MIN. INSTALL SD BACKFLOW �,1 g0 ` ` - Q 7650 S.W. Beveland, Suite 120 I i / / 6 SD VALVE IN BOX � F• \ - 0) EXISTING 1-STORY Tigard, Oregon 97223-8692 r ! @ 4.7% IE 188.50 6 SD © 0.5% -. 192 - -- - -- BUILDING g g �Q ---\ 20 LF Sprit SEE GUN 24. •ip 40 LF .\ CB lb, Voice: 503-244 0552 I I / - _ o \ ,RIM 189.50 \ IE 188.20 6 SD @ 1% � . p '\ \ Ill r ♦ Fax: 503-244-0417 1 ---191 5 LF ;I* � Sb / D I o \Z �a IE 187.00 SDCO -- -- 90�_ SDCO \\ IE 187.25 n IE 188.50 -- SDCO - AIWA-.4147 IE 87.80 - 4r74,�\\ r - - _ i ] 1 �l o 0 6 SD � � _ IE 1M K�650 :0i1 1 r"----, 4RIM189.25!§ J IE 187.60 \ 48"r , 15 LF ! , __ , �\ _- T.M. RIPPEY IE 187.50 6" SD ® 0.5% 6" SD D.I. �, \ D \ RIM 190.25-MATCH FG { ) x S IE IN 184.45 6 SE 6" OUTLET /13_-_.8 --- 15 LFt 6 5D @ ' . SD 6" SD SD / IE !N 185.40 (6" NW} IE IN 179.80 (1$" NW) CONSt1LTING ENGINEERS SD IEFFE 190.50 1% MIN- IE 187.90 @ 0.5% ! @ 0.6% �I -�'-\ ,� ".,,j x; IE IN 180.25 {18" NE) IE OUT 179.80 (18 SW) 7b50 SW Beveland, Sui>e 100 @ 2.5% 187.10 - I-l�'� SERVICE AREA ti 10 LF -. . 75 LF t�35 LF �,'/ I - k a \1 _ RD IE 188.50 } \ IE OUT 180.15 (18" SE) SEE DETAIL 5/C4 72 SD MH � Tigard, Oregon 97223 RIM 190.30-MATCH FG SD �� 6" 5D @ 1% MIN. `� , 6" Sp mSDCO 9 \ Ali /'` x\k `SEE DETAIL 5/C4 SAWCUT CB ' 114( Phone:�(503) 443 3900 `; \oc187.00 , lir IE 187.40 ' - ��r \ ` LINE RIM 189.25 IE IN 181 .35 (24' N} 1 „ 045 LF / \\ ` -.� IE 186.75 •♦ ♦ Fax: (503) 443-3700 �_ 6 SD .5% 1.89- 1 ♦ I IE OUT 181.20 (24 SE)(E) - - - , - S I ,� 6" SEE GUN 21 & r FFE 5 LF RD ' V S ®_ SS 0 D i - ° y8 x \ a / OUTLET ♦♦ At - „ IE 189.00 �, , 9� \, @ 1% MIN. • lg DETAIL 5/C4. W SD IE 191 .00 6 SD PERF. @ 0% 6„ SD SDCQ f' ! 190 '`'\x \ _ / \ \ / itsp 1 186.95 1 F /41, . IE 188.15 . 8" SD �Y 18" SD SDCO Mr 24" I I oo L @ 5.6% �S��� " .�� /' @ 0.5% - ydR - c6 19a . 186.20 \ C _ D PRO (E) STM }- r. �� ' ? @ 0.5% ` IE N �� IAF 8" SD_ ® 0.5% 15 LF � � .•���� 60 LF SDCO \RIM 189.507 ---- 70 LF \ Q S�� I NE ` /6'52 ® 2.15% = { • O 30 IS ` •. . . �.. �A �� ! IE 187.10 �� \+ \ N 'q► ; 1 LF ` - / .' ta r PM/.P4 IE 187.00 \ \ �, w 15504 4' v v 7 SD IE _ ' RD IE 188.50 ` . ' i J' 8„ Sb \ 6 SD 6' SD „ SD 186.80 6" SD @ 1% MIN. 4W.., 46,.• i .-, \ ` \ _ @ 0.5% � ," @ 2% \ ' iv - ~ 55 LF 20 LF 25 LF 60 LF / 1 it,1) oR oxRAISE RIM TO EL. 8 5D f\�' .q \41111 7 ,,p Gt �g�191.00-3" ABOVE FG @ 0.5% �, W, -� I ' RD , \�\ a 18 18 0 �\� N \ 9r� I z5,�,�, „ I 10 LF - � - IE 189.00 -.-` ' �l''- -' � ` 8 190 9 \ � � . � frq OG IE 181.17 (24 NE) ` Q RD IE 188.50 1 ' \**AP. n SDCO j :k CB _ \ Rk K0 ti 6„ SD @ 1% MIN. 6 SD T�At‘ \ - IIE 180.95 (12 N) SDCO IE / ! @ 2.1% A IE 186.80 SS x\ RIM 189 90 ' EXPIRES: 6/30/19 r / IE 187.40 \ 1 186.75 w IE 179.63 (24 S) I i 40 LF 7w.„\ 8 SD @ 0.5% F ,.; =:SEE GUN 21 . SDCO IE -- 7 o °188.50 RD IE 188.50 ` 35 LF �' �' �J 1 lg06 SD @ 1% MIN. SDCO k ` '\8" SD SDCO IE , �\ ♦ IE 186.60 SS r ; ] 20 LF 186.65 T r 1 1` .•` 8" SD "', \ ` \_ _ ilk ,/,/, Clrent: 6" SD PERF. @ 0% FFE 191 .00 \ 4 ��'� v� 4 @ 1% �o +\.4-` \ ��� ! I 8„ SD I._ / / 4 �• 40 LF k �\ JLR I \ te65 LF . J Af �I1,� ® 0.5% ?iirt . cO 190 RD IE 188.50talt** a 11x6 COALESCING PLATE I \x p I 30 LF , SDCO OIL-WATER SEPARATOR 189 `I \fir6 SD @ 1% MIN. � IE 186.20 SS I f �( 1 I 1:. �i � RIM 190.00-MATCH FG 190 r\ SD IE / INSTALL SD BACKFLOW '� `�� • I: .� " \�' \k \ \ ! \186.50 / VALVE IN BOX ,�• PN � Sp . IE 186.29 6 SD} 4�' \x ` 'FFE 191 .00 * 8"• IE 179.33 18" SD 4 _ `;, 3 - 185` IE 188.50 @ 1.4% ) (E) VEGETATED 8" Sp i SEE GUN 24. L RD IE 188.50 /� 25 LI ��' ■ el „/ CORRIDOR BOUNDARY N ._ �, 0.75% o •, ° - " " FFE 191 .00 So 6 5D - S5 • w(� 6 SD ® 1% @0.5% `� l� 5 ill, 720 NE Grand Ave. 6 STM • � ; / 189 35 LF • I 40 LF / @ 9.4% / ' - 4 / RD RD IE 189.00 ♦ 100 LF - '' Portland, Oregon 97232 1/ 25 LF „ / 1 „ - -'''-•,.._,, ,. �� / / / ~\\ / • IE 189.00 6 SD © 16% SD IE Y * .� _ 18¢ 0 IE 188.50 !� , , / \\ / 20 LF 185.85 SD :� - r / -N` i \ ` d N 6 SD @ 3.5% FFE 191 .00 \ > � ail*Allf� \ �" DIE -' ' LF f O / �. �!, X88 -7,, a. Project: \ ` / `� :CORIM 190.75 411111114t ` A \\ , a QI 1 186.15 . 41„‘N•1•40, / i � v # li414iie \ \ • Q ti �1 �9 SD IF ! \ I �� IE 187.50\ a �: c O / s New Buildrn/ 6 5D @ 1% I 5 �\ \ = \-7 8 SD r�� 188.15 ` 4 190 _� " ���= �� SDCO S@ 0.6% 5D IE 186.85 6 SD @ 5.2% 10" SD a D - - ,,. SDCO c� 45 LF c I i r + , „ re/A ♦ �. 0 85 LF 25 LF / IE 188.55 / j i CB yY 0 - z":-....' ',, - IE 186.202,..____- 4111Vs g" Sp �p @ 1.4% /' RIM 189.00 188 - � � 6" SD @ 1% i ® 10% RD IE 188.50 RD IE 189.00 60 LF 18 SD / IE 186.70 \ " ,/ ' 5LF 12 LF " 6 SD@9% \ • - ,�' -, Nt ` \ /\� 6 SD @ 1% MIN. J /A RD IE 189.00 265 LF ABANDON/REMOVE 'o - 1/ ,,17 ; 'f ,�� Ij (E) (E) 24 SD OUTFALL �\ S ��' 6 SD @ 20% / C 1, r / SSI IE 177.27 '% ,s,--• .8S I SS �� 8„ SD @ 4% ;/ 20 LF .7z/ '� (E) SAN MH / a FFE ,a-.._ 1�, Rlly � 1 \ \ 1 ��a \ 10" SD / 191 .25 i 6" PERF. @ 0% 10125 SW Washington Sq. Rd. di IE 187.50 CgND \�\ \r8 188_ Portland, Oregon 97223 N __ - -177 -\ -........,..s:--� �' - ,..:...,y,........"%.........` ~ 2D LF 185.00 SS / VEGETATED CB \ �\ "18 \ ` S SS '� SD IE 183.05 //-_/‘//l1",_40 „ / ) „ .] FLOW-THROUGH � ,) i SDCO D 6 SD @ 7% 6 5D @ 4% , RAIN GARDEN lyO RIM 188.75 ;�� ` ` ` "` IE 1$5.65 5DCO55 LF c, / -D�q IE 186.25 ��\ \ �\ ` �8?- �� F�, ✓__,,�� `� �- / -187- - t \ IE 182.75 12" SD SDCO EE 80 LF S -\ i r WSE 190.50 Sheet Title: 6' OUTLET ` 1 \ \. Opp • • 4 �\ f / f ,■ BOT 190.00 \\@ 1% 176- WE `�81 ,. \ @ 0.5% 50 LF 184.70 st �N 1 - 35 LF �- .D �/ / r 175 SF BOT AREA Storrnwater Plan D ! �8p � � �. RD 1E189.OD \ / ' • ___e\ CB . 6" SD @ 15% I y ♦ /. PUBLIC N 12, • RIM 189.75 \ mss' + ♦ 6 �9\ �� . IE 187,75 \\� \- F !�� 2D LF RD IE o hft." SIDEWALK South 411, EASEMENT ai \ \ (E) VEGETATED ���\ 6" OUTLET @ 1% MIN. ,�4O STORMTECH SC740 r,?� _ �"6 SD @ 4% ;• SDCO 4ilkif ♦ ♦ OORRIDOR BOUNDARY -,/,1)- �� � W n 8 CHAMBERS @ 0% 189.00 IE 184.00 6" SD) 80 LF ' 5D I E 184.30 , - �� 15" SD @ 0.5% ' f 57 LF 6 SD ♦, IE 178.57(18" D� �--- I ( `` (E) 24" SD INLET >> 20 LForikr,,,, S @ 25% SDCO 6 / I , DELINEATED E) Sto, S 20 LF `�� ,'�) / I' OVERFLOW WETLAND BOUNDARY 'Q� / IE 173.62 It `�`SDCO ` r. o ° 6 SD lE/181.10 SD \ �� 19 / f RIM 190.50 E 30" SD INLET 25.0' OFFSET FROM Cq IE 182.65 a @ 0.5% •-^^'' �i �' IE 187.50 ( ) \ ' it �" s � ��• / n40 r, / 611 SD , •,~ ��� '.WETLAND BOUNDARY `-- - hi A 70 LFIE 174.16 1�5 96" SD FLOW,CONTROL MHi •. ���y SD CO @ 6.5% CB 188 18g / / gal* �/1�•• ■ o ♦ VEGETATED CORRIDOR RIM 190.25 3 ABOVE FG 8 _ = 30 LF /AVAS*,,,_ oQ ck- N - 0 -\` • r r IE 184.30 ' RIM 187.00 \1 18� .._ .v9 � �j - IE 184.50 /MITIGATION AREA IE IN 182.60 (15" NW) �� / Qa _ IE OUT 182.60 (15" SW) �• MI 8" �. e �.! „*I ' 6" OUTLET @ 0.5% "/,�• / 'N17 - \� �� 5DC0 IE 184.38 6 SD) / r J Revisions: BOTTOM 178.60 �� =�� i �� �I -1E 183.90 '` �; IE 180.00(6" SD) 40LF 1 / -..""\'' / 1 m �� �) SEE CWS DWG. 270 ON C4 15 SD _ - �� , ' - �^ y� ` �, f r� 1• fI D V \ �`115 - / / _ 20 LF \ RIM 190.55-MATCH FG 4• ,� � � 10" SD 84 6" SD @ 1% I e. - 11.11"7 i 8x11 PEAK DIVERSION IE IN 186.00 6" NE) iikamp @ 6.3% 70 LF T J 18.>• 18 ky ! 1 / �`' STORMFILTER VAULT _ IE IN 182.95 24" SSE) �. 18" SD '� 15 LF -� --� CB / 1� 18?„ s RIM 190.75 - `\ IE OUT 182.95 (12 NW) @ 1.6% • RIM 187.00_ _` -i 1 i; IE IN 182.55 (15" NE) - W_Lp BOTTOM 180.00 85 LF IE 184.50 - - . � / iE OUT 180.25 (15" SE) - ,SEE DETAIL 4/C4 I 48" 5D MH 6" OUTLET __ -_ - _ / / /' ' / / // SEE CONTECH DETAIL ON .- - - _ 1 ® 4% 5LF 183 r_ I / / ' / SHEEP C4.1. �'77r- ^ RIM 183.75-3 ABOVE FG "� / / / 19 (E) 21" SD OUTFALL ` - --__ - - ih IE IN 178.45 (6" E) L '" (/ 1 / / -179- 48" ACCESS 5D MH IE IN 178.45 (18" NE} - - - - -_ ^ �BS // /l / IE 176.67 '�- �`� RIM 189.80-MATCH FG IE OUT 178.45 (18" W) - - - - - - - -- -_ 72 SD MH �1$t'!E IN 182.95 (10" NE) SEE DETAIL 5/C4 - �.'s - _ • 18 I I '1 ' 1 / / / / RIM 190.00-3 ABOVE FG /IE OUT 182.95 (24 NW) �-- / ` , I r / / 1 IE IN 180.20 (15" NW) BOTTOM 180.00 _ _ I '�� ��/ I I I I / MILDREN DESIGN GROUP P.C., 2018 IE IN 177.05 18 E) �_ L /: } u I 1 / (r+`FALL RIGHTS RESERVED Cd IE OUT 176.95 (21" S)(E) 5EE DETAIL 4/C4 7_,.......,,,________:=7„::_z___IT---- -- (E) VEGETATED �79� � � I1/ _ � ) THESE DRAWINGS ARE THE PROPERTY OF SEE DETAIL 5/C4 - - - - 1 CORRIDOR 81y ^_ \ VEGETATED CORRIDOR 18z` /� / / / / (E) STM MH BOUNDARY MILDREN DESIGN GROUP, P.C., AND ARE 4 - ` �.. =� ,� I�l MITIGATION AREA // / // /4/ RIM 193.70 NOT TO BE UCED IN ANY MANNER, EXCEPT WITH THE OR OPR OR WRITTEN 182- � - - _ _-- ` 4 __ 183- - ,_-�� -W � J/ // / PERMISSION OF MILDREN DESIGN GROUP, P.C. _� �� -A- 184 . -_` _. - - / ///,,../ I E 185.00 (15" SW) - - - --185 : - _ i i i��// /j 'I IE 184.49 (18" N) Date: 01 May 2018 - - . - - � �� � � - (E) VEGETATED ����i / HWy ~ , _ __ --186- -- �� / (E) 18" SD OUTFALL o Drawn b Checked b ., y CORRIDOR BOUNDARY y y' 2/2 DELINEATED (El __ -. - 187 - ' % [E 182.68 AS KJK WETLAND BOUNDARY • 188 - - -_ _- -�� -_ # �� 189 0- ` �! TMR Job Number: 17260 IEB SCALE: 1" = 20' 611. III Sheet 0 10 20 40 Permit Submittal - May 2018 C3. 1 / / 71qftWW0111 NMIx.,.... 1._u-, .... / / .... . .. 0 EXISTING 0/ -.... . MILDREN DESIGN GROUP, P.C. / BANK OF AMERICA ` ARCHITECTURE • SPACE FI.,�NNING / BUILDING I 1 I \ \ 7650 S.W. Beveland, Suite 120 / / 1 Tigard, Oregon 97223-8692 �/ l t4;1....... Voice: 503-244-0552 / J I �� Fax: 503-244-0417 ////////////`///////// , • / - -- '`- - ''\.., IMK s. i -N -. 0 T.M. RIPPEY (1:2179:- -- �� CONSULTING ENGINEERS _ ' \- \ 199 N - 199- � \ \ 7650 SW Beveland, Suite 100 J' Tigard, Oregon 97223 (E) STM CB '! \ \ Phone: (503) 443-3900 RIM 198.55 \ ` \ Fax: (503) 443-3700 d ---- ---(1) 4111144' \I , / .% ���-D PROF£S > 7 ` S,� \ � fir, I Nye `r�0 CB : ;Y dy 4, 15504 ti 72" SD MH RIM 200.15 * -0` `� a-- r \ qsy/4/C RIM 198.05-MATCH FG INSTALL _ I�L4- -; I .a . TpN s '• PRIVATE FH \ \- 200 -� WR Er 200, / i \ 011e'e \ Rpgp r zs,�9�G� X .� 200 -��4 200 `X `...rx ` 7C A " �" - _ - \ ! 46)1- O _inn I . KOR I "11 99---- - - - _11 V _ 1 I ii yam - r 1 _'I - _ / ` EXPIRES: 6/30/19 + I / S SSB /\ D SD +SD �O ��°� �1R ..., / - ' • 1 / 199 200 - -200- ' - P •.:.:. 193", 1 ��� IIS f x195 1 i II -198 \ / - - - - - -- - - -- i � Client: I I + I I 1 -�• 198 -,-.. r1 �° \ ,^= r-" �� I . + III 1 II �!�/ - -�_ /.1- .. 1 JLR 19 III j I / n i 1 I 1 f'rml 14 I4 - 198 _<} I •'''•� III f I 1 - - - �: f I ' III I I 19/ - 1 / I `*-197-7.-_--4?- _ 1 I - - -- - - � - - _ -197 ' I t_. _ _ ___ -/ LI -.- - ' I I 4 I ` - - - ,F A 720 NE Grand Ave. I II I'! • P �" 197mill ,y�; , Portland, Oregon 97232 Il ( , r ' w •-: I •.:'..: / ---, - - II 196 � -- - _ =19 �-1 ,.I n i _ Ii , 1 �� _ - _ _ - - - I ---196 - - -- - _ _ Project: IIi1 , , r. ! I II 6 FW FFE 190.50 ;� New Building 1 I j I \ ` / LINE (SERVICE AREA) �- �g ; 1 / 5 ••• 195 195 1- 1;195 •• . f I 1 '\ - I 195 �!/ /1/ ! ? l ti k195 -� : -- --- - 4" FDC LINE. SEE f 1 BLDG. FIRE PLANS 195 r ! f 1 : . _ . FOR CONTINUATION. I I ` ----- _ ! ! I 1 6" FW LINE. SEE BLDG. „ 1 SAWCUT LINE 1 ! I 1 -- - - - - PLUMBING PLANS FOR 4 E I 7s4 19 ! I 1 CONTINUATION. -- �j 10125 SW Washington Sq. Rd. 1 ~ - _ 194 Portland, Oregon 97223 ! I 1 -194- -_ �. A H ;❖:' ! � I 11 - Ll •�=-- � 194 -- 11 4 - - 1 _ - - 6" L - -193- ` - - - - _ 41 �� P LINE I c _ � _ _ r Sheet Title: fl ! / I 0, 4 t 1`I t I I / II , �1 193 _rn �, l 4 FDC � ,� I / I r Sanitary Sewer N `193 I ` ,..- imp,. o - LINE '•., -- I - - _ � � � , _�iMW 'AM /flo WM =Mil - ��J_ , I & Water Plan o! I __ -1.,-_ 192 _ - _ - - - - -I I ' -, \I y ,� ! - - 192 North I tI cn I / I 1 IIIII` ---'`,.„..,...„ ' . . '�`� __ ! / MATCHLINE -SEE SHEET C3.3 1 r I 1 I 192 , _ �- Alp,'.� - .� / 9] INSTALL FDC _ �,'� ! J„ _ - `I�AltipparbI`-�,'Q 191 . INSTALL ~ CAP (E) TVWD 8 V1! , �'! 190 ;,, PRIVATE FH ` - L - - I - ' ` •2`r '� - 0 EXISTING 1-STORY PUBLIC WATER MAIN. I] \ - _ _ SEE GUN 24. 3 /v .• 4 _ I 6 `.� / \ 192 - BUILDING �Q A , _ LINE i ! ' \ Revisions: � ! �� � 191- ,-� - - =�� � ��1 �. �� \ :, � 190 -- - - ---- ' � \\ � Q 1 !i ( - *Ay it&iti, \ ,.... 4/44411 o , _ I r . i 4/,41 7. 190 • \ 1 - I 4 ` //�� ♦ I -� Y x �f_� 48 SD MH `ice ♦ / CB I � �\� ♦• � � \ \ \ 48 SD MH RIM 189.65-MATCH FG RIM 190.00 1 \ _ 1 .. .'r .4 i ;'�\� % \k Sp r RIM 190.25-MATCH FG - - ' (E) SSCO / ---, FFE 190.50 . `]``� �- ` - - l 2_,\_,., «�� I(\ - J -- 1'189- (SERVICE AREA)y _ -. _ A I 0 41 p 4R/4.14114 ,' •`� k \�J \ / \ \ 72 SD MH - • RIM 190.30-MATCH FG I^ i `� - 111. tr \x \ / SAWCUTCB \ (E) 8 PUBLIC WATER MAIN. I / / 6 SS 6 SS CSA 1 SSCO \ \ LINE RIM 189.25 \ / COORDINATE SHUTDOWN WITH TVWD TO l 18985 LF - I 7D LF IE 184.95 \ �' \ ~ -� / \\ CONNECT TO (E) 8" WATERLINE & ! \ 1 f01 -..S.- -"/_ SS \_ ; ��.� ,. x \ \ 1114, ABANDON SOUTH OF NEW CONNECTION. 1 ( MILDREN DESIGN GROUP P.C., 2018 �r ! SSCO 4.4"11111- SSCO r89- \� ` - 9. ALL RIGHTS RESERVED SSCO IE 188.09 fi SD ;_,\ AT* IE 185.65 IE 187.21 8, 51]' r _ r --"'-s- --'"---. MILDREN DESIGN GROUP. P.C.. AND ARE IE 186.50 IE 186.40 6 S5 190 \ 19D �/ \ THESE DRAWINGS ARE THE PROPERTY OF 1 1 SEE GUN 20. S► ,� �\ IE 185.18 �6" SS) _ PW 7 C$ k \ \ NOT TO 9E USED OR REPRODUCED IN ANY \ � �I I =;' � �,,'�� .SIE � �`\ RIM 189.50 x` � f+) � \ � MANNER EXCEPT WITH THE PRIOR WRITTEN C ! .6 .4111 lip ; f �� �\ \ PERMISSION OF MILDREN DESIGN GROUP, P.C. 1 =% n - - - - �� i ,� A... • SEE DETAIL 1/C4.1 FOR I, __-- tn. / �� r\ fi SS &,; \ , MORE INFORMATION. AM 9 l . ` ® 1% / Date: O I May 2018 s2i IMF CO SD MH I r - .Q` / �� . ® ' ,� 75 LF SSCO : _. �I \ • 1 - /� 88 �, \ i '-`�` / IE 184.65 Drawn by: Checked by: RAISE RIM TO EL. I Q -, �; ArAi/ �� \ 414t..bil%?-' fE 184.20 k 1 1 l ' T- , `/ , ,\ 1 IE 186.90 6" SD4( 1 0 �„ N \ i'97 . irt AS KJK 191.00-3 ABOVE FG 1 �l�n -., i I Z .O. ` 88 ) 8g 8 DCDA IN ' ' - q _ IIII►,��. L / IE 184.40 �6" SS) VAULT PER TVWD CB �� -1 \ '' I = `� S RIM 189.90 == \ TMR Job Number: 17260 ,:_ I wS STANDARDS. SEE ` I. 1 1 ! a ' \`� 8" FW GUN 15 & 17. x ��� ', �IIINII -- I ' \\ -:77111W.:790,. �, 1 187 '� I ` sPwc •�` , LINE e:. �\ . �� _ I Sheet 1 �� �._ --- � „ w �;;'., ,� � � � 310SCALE: 1 - 20 �> ,� , H , IE 183.85 6 SS) G, l �„ �0_ 1111 r-,- fi FW - - I ' • `-\- ` IE 179.60 18" 5D x 1.5 DOMESTIC 0 10 20 40 l c'' LINE \ I ` ` , `.� \�\1.�/ �` � ) s 1 „ ` = / - i I \ (E) 2 SERVICE • ea 1% \ Permit Submittal May 2018 C3.2 ..,., T - - - - � - - � � - / I Cl- 192 - ` � - - - � /7 j 1--�� 4. ... r I I Y1 T rn �_._ \ 1 1\ I 192\ `• •!�f ` MATCHLINE - SEE SHEET C3.2 � �` \ r to ice• ' '.\� 1 ` M1LDR£N DESIGN GROUP,P.C. - -- «� � \ INSTALL FDC / f�: r ti - •P41.11** ,� ` ` / ARCHTTEC"TCTRB SPACE PLAMVING - . >► - -191 - INSTALL ^ , / X190 PRIVATE FH ` - _ w ' \ - - Q , / - 7654 S.W. Beveland, Suite 120 •"' EXISTING 1-STORY / Lb, 6' FW •'` - Z, / \ ~ - "' / 1 Tigard, Oregon 97223-8692 3 - i/il � - --192 - - - T ' BUILDINGA f ♦. LINE ` /1111111111111 •• L • \----, -.-- - - _ , \ / 1 Fax: 503-244-0417 - 191- cl _`? `. 190 -- - _ `Jil . 90- , .- A* alr " \ [1,,c): c -----,_ j --____ ..._ ..._.- ---...... ______ _____. - - - - _.--- kr 90 Alill44* *ft ... ..i'fr_. -...„,„ * i i T 7-i..,_____._,. 1 ♦ 190 \�♦ jib/. \• �� i 481 -MCHFG 193♦♦r •. /4`�� ,� \k �� S \ RIMMATCHFG (E) SSCO♦ . X191 0• ' CS FFE 150 ♦♦ .♦ SO ;/ \f! ex - \ /(SERVICE AREA) _ - III ♦ ♦ . _ _ ,; it••• MILDREN DESIGN GROUP, P.C. ARCIIITLCTURF: • 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 /fes Fax: 503-244-0417 f ,r 6.5" TOP SLAB & MANHOLE \� �• -• - RINGS SHALL CONFORM METAL GRATE - RATED FOR RESURFACING TO MATCH EXISTING PAVING b 4 14 �' 1'-10" DIA. CLEANOUT HUB CAST IRON PIPE 16,000 LBS. WHEEL LOAD SAWCUT SECTION. SAWCUT AT LOCATION OF JOINT. STANDARD M.H. TO ASTM C-478 a EX. A.C. SLEEVE CONNECTOR (H-20). ARCHITECT TO EXISTING RUNGS 12" O.C. /- 6"-/--10" 6" CONCRETE -Fb=3500 PS1 /COORDINATESECTION LOCATED ON VERT. ' . i 1M K PROVIDED BY MFR. PIPE SIZE GRATE STYLE. / � -�-- SIDE OF MANHOLE, / 48" / • T.M. RIPPEY FINISH GRADE6„ �� /��\\ \\ ■I■I■' II II II II II II III II Il II II II ll A.90°. °°f MIN ' / /� // // WITHIN 24" OF .� �, CLEAN OUT / '//\�/�� //� ° / /\\/\\/\ .„4/,------ COVER AND FLOOR ��4" 7WATER TIGHT CONSULTING ENGINEERS \� �' " \/ 18" MIN. p W.S.E. �\ �\ �\//j k o °` / / ` SEAL, TYP. 7650 SW Beveland, Suite 100 a \ 1.5"-0" CRUSHED \\ ° APPROVED NATIVE �% • % FOR PVC PIPE /p/,/ = o ° BACKFILL c� Tigard, g LI / AGGREGATE BACKFILL ° P �� Oregon 97223 1'-6" � - �\\ �/ 6 (COMPACTED) /\/ P°a a (COMPACTED) INLET OUTLETS Phone: (503) 443-3900 . / ,- 4 DIA CLEANOUT . y \\//\\//\ o ,, / , \ / ° Fax: (503) 3740 /� 4Q • �\ %4"-0" CRUSHED ROCK - �� BAFFLE //�\\/�\°as 11 ' \\/��COMPACT AS DESCRIBED IN // LLJ GEOTECH REPORT. / BOTTOM 18" / /\ a o° \ ° \\\\ co ���18 GA. INSULATED TRACER WIRE \// a 1f00 \ \/ e 1E AS CALLED PIPE ZONE o ° \\//\\ CRUSHED AGGREGATE ONo ° ° aa °�� �� •� °� ° PIPE - SEE PLANS m ' ° . . °° ° e ,°. e;°a0' ° ° •° ° ° ° P;° ° OUT ON PLAN I�� °e a' ° .• o•. ° . e COMPACTED SUBGRADE I° s BEDDING oIN\ o D °° 'i �v at; otv ° O o° 1111 - FLOW 1 o P ° °° . 1'0.0 \\�\/\ \\ USE D.I. PIPE UNTIL NOTES: ��r 25, �g� PIPE BEDDING 18" BELOW GRADE. ` \\/�\/�\/�\/�\/�\� ` 1. ALL PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478. ALL POURED '`r,QR R�G� ° ° °. ° o: ° °., ° °. ° o: ° ° ° ° ° ° ° o I 2 0 SQUARE OR ROUND SHEET METAL \/\/\/\/\/\/\ %4 -Q PIPE BEDDING IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 4,000 PSI AND 2" TO 4' SLUMP. L 1�0 °r! ° ° o ° o °g:000:roc.: ° °°o° ° ° °8 ° e o� ° $ °��' CATCH BASIN - DEPTH AS REQUIRED. "\\•\\••\\-/\,\\�/\\' & PIPE ZONE MATERIAL 2. MANHOLE DIAMETER TO BE 48". •° a pe,•° °o,•° °o,•° °c.�e °° ° •° : ° ° ° ° ° ° COAT WITH ASPHALT EMULSION INSIDE 1 EXPIRES: 6/30/19 °�° °•°°° °. °'° °� �° °� �° °•°°° °� °^°°� �° °• �'�° °• �°�� 3. ALL STAINLESS STEEL PARTS SHALL BE A-304 GRADE. 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 DETAIL0 CATCH BASIN DETAIL TRENCH BACKFILL DETAIL 4 TYPICAL 48" ACCESS MANHOLE DETAIL Client: NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE JLR 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. AINO 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. Al 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. STANDARD FRAME AND COVER. RIM 5. MULTI-ORIFICE ELBOWS SHALL BE PRE-INSTALLED TO INSURE LADDER CLEARANCE. STANDARD FRAME AND COVER. RIM 6. RESTRICTOR PLATE MATH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND I 44 ELEVATION VARIES, SEE PLANS. SMOOTH. NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE tg ELEVATION VARIES, SEE PLANS. GROUT AL. 7. SHEARTO GATE SHALL BE MADEE A WATERTIGHT OFALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, j 1� DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 308. UFT HANDLE MAY BE 10125 SW Washington Sq. Rd. ' r _ CONCRETE EXTENSION RING. SOLID ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET I III II J 1 (� w INSTALL AS REQUIRED TO REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY PLAN Portland, Oregon 97223 ELEVATION NOT TO GROUT �� CONCRETE EXTENSION RING. = 1� SHALL BE MACHINED FOR PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE "DIAMETER STAINLESS STEEL EXCEED SUB-GRADE t�8 INSTALL AS REQUIRED TO BRING MANHOLE COVER & 8, SSHHEARMGAE T MAXIMUM OPENING SHALL BE CONTROLLED BY UMITED HINGE MOVEMENT. STOP TAB ELEVATION BRING MANHOLE COVER & FRAME TO DESIGN GRADE. 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE. IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE s 4 : d - FRAME TO DESIGN GRADE. S. MAX. 3 RINGS OR 12" MAX. 10. MANHOLE CERn�ICA11ON REQUIRED FOR TRAFFIC LOADING. • " >--24" / MAX_ 3 RINGS OR 12" MAX. ORIFICE "A" LOCKSSCREW LOCK HOOK WITH ill Sheet Title: ea .a (SEE TABLE) 1" DIA. HOLE FOR 1e 4 4 4 ,4 STAINLESS STEEL �/ t� a PROVIDE 1.5" 0" COMPACT CRUSHED o EXPANSION BOLTS ATTACHMENT i d")Level Line i Level Line RAM-NEK JOINT 18'•x1B"iY;' 1- RODLOR TUBINGIFT ��G� *� 1F" EMBEDMENT Site Details VARIES: 48", 72", 96"--/. MATERIAL OR EQUAL d • ECCENTRIC MANHOLE AGGREGATE TO BOTTOM OF PAVING BASE STAINLESS -\ ..gria TOP CONFIGURATION ROCK, PER GEOTECHNICAL REQUIREMENTS. STEEL PLATE uFr ANDLE DETAIL F1eoNTSIDE MAXIMUM OPENING OF GATE DETAIL 0Iv ; SHEAR GATE_ OPTIONAL FLAT-TOP MANHOLE CONFIGURATION g„ f ADS STORMTECH SC740 CHAMBER PAVING & BASE ROCK PER --- r TYP. MANUFACTURED BY KENNEDY VALVA OR EQUAL GEOTECHNICAL REQUIREMENTS RESTRICTOR PLATE. ORIFICE NOT TO SCALE -u u SEE STD DWG # 110 CLEAN, CRUSHED AGGREGATE DRAIN RESTRICTOR PLATE ORIFICE WITH FOR MANHOLE FRAME ROCK (2" - 3/4") COMPACTED AS INSTALLATION NOTE. ORIFICE B & G (WHEN SPECIFIED) AND COVER e a POSITION HOOD (SEE TABLE AND DETAIL) SPECIFIED BY STORMTECH SUCH THAT BOTTOM MANHOLE RING (12" MAX) FLANGE IS MIN 2' NOTES: � / r < i172.. 2 -. . -{J ! :. • 4. + ? ? �• 2/422 (2 -„, ,. , r �.42 -. 2., . ,i / �/ �% BE INVERT.LOW E ORIFICE ORIFICE�� �LEVATION SEE SNOUT DETAIL VERELOW 1. MANHOLE TO CONFORM WITH ASTM C-478, ASTM C-94, AND ASTM C-14. STANDARD :/ \(-\((\.>(\( f ! •0 01+1 #,Vsett ;* 0r� iMSPIi:• r.•O ,��,•iittr tttr.0,,r. t e.P4A0�..ti.ti.it;��-sEslrtit.tr\��\ �� 2. ALL REINFORCEMENT SHALL BE GRADE 60. MANHOLE RISERS /\/\/\/\/�\V,.,a,,,l „e,..�,•.f, M.,.•sf..si....�,•,�,.i,•.�,• �,.•sO,.at,.�,.�,.i,s4..s�..#,.�...i,..�„st:. ,.�..sf,se,. / / , ONE SNOUT MAY BE ras•:w'- • t • . 1 f� • �t t • t L • t .f•-••v..\ \ a // // // // // �L u r / //\/' USE FOR BOTH ORIFICE .1 3. ALL CONCRETE SHALL HAVE A 28 DAY ULTIMATE STRENGTH OF 4,000 PSI. o \\j\\ \\ \ \\/\ `W�,r i.TaMa� -!-'* /\\/\` ORIFICE C AND B. B �- :...:.,... 4. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. \;�\ \\ \//\\/ �I h T '.j,/j\\// IT MAY NE o usE •A I 5. STEPS REQUIRED ON FLAT TOP MANHOLES OVER 4' DEEP. SEE MANHOLE STEP DETAIL. - \� \�/\\/\\/\\ _ • � N./ 185.45 TOP OF CHAMBER TWO SNOUTS AND *V.illo p I Imo' d Revisions: 6. STANDARD PRECAST BASE SLAB. ,=--VARIESSEE PLAN \/\ \ \ \ \ �lsly /\//\ OFF SET ORIFICES Fc. s k " RAM-NEK JOINT \�\/\/\/\/\ A\;/� % \/\/ TO MEET PLAN 0 \N MANHOLE 7. CHANNELS SHALL BE 3/4-VERTICAL HEIGHT OF PIPE WITH A SMOOTH FINISH. MATERIAL OR EQUAL \//\//\/\// //\/ �`-'''�� 1.5 / /\/\\ ELEVATION. � STEP. / / "' INSTALLED ON \\l\\/;\�/ \/\I\ h.I �. \ \ \/ BOTH SIDES 8. ALL PIPES ENTERING OR EXITING SHALL BE WATER TIGHT. �, \//� // //\///\// . F ° - - //\/�/ SNOUT DETAIL ORIFICE c�ra' /Ix%_ a/ \ OF BAFFLE 9. 12' MINIMUM BETWEEN PIPE ACCESS HOLES INTO MANHOLE. DISTANCE MEASURED AT \ \ \/\ \\ \. 4�� 6 \ \\ \ WALL i\/// / /\//\r� ��� L. f //.//\/,/-/ IE 182.95 • (SEE STD OUTSIDE OF MANHOLE OR PER MANUFACTURER'S RECOMMENDATION. \\� / \% ‘[..-4,...i....,.... •. \ \ \ 10. PIPE ACCESSES INTO MANHOLES SHALL BE PRE-FORMED OR CORE DRILLED. HOLE ° /////////// \j-/ //� /\/ 182.45 ORIFICE B �� DWG $ 100) \/ \ \ \ \ \ \ \ \ \ � \ �\\�\ r� �� SHEAR GATE SIZE TO EQUAL PIPE O.D. PLUS MANHOLE WALL THICKNESS. PROPEX GEOTEX 601 \///\/\ f /\ \//\1/\//\/ \%• �/i�/� FLOW CONTROL STRUCTURE TABLE F - LIFT HANDLE 6" / / • ,, NON-WOVEN SEPARATION \ \\j�j//j\/�\��\\/\\\j'\\\�\`\\ Diameter Of Manhole (In.) 96" 8' SHEAR GATE GEOSYNTHETIC /� TWO LAYERS OF WOVEN GEOTEXTILE PLACED F.L. (In) 182.60 _ SEE DETAIL ,/ �; SC-740 END CAP ON BASE AGGREGATE, EXTEND 12" BEYOND F.L. (gut) 182.60 a BAFFLE "� 6.5" / 51" / EDGE OF CHAMBERS, LAP 18" DOWNSTREAM. Outlet Pipe Diameter (In.) 1S•• WALL � �. SLOPE: ADS 315 ST OR APPROVED EQUAL Number Of Orifice 2 S / / 2 /FT . . I /12 / Orifice A Elevation 180,60 a a '0. .° 'fr 71 Diameter Of Orifice A (In.) 8,5" I RESTRICTOR NO Orifice B Elevation 183.91 e PLATE TABLEE • ��+ STANDARD M.H. RUNGSAND DETAIL) Elevation ° 12" 0 C LOCATED ON i (SEEOrifice A / Diameter Of Orifice B (In.) 5.3" VERT, SIDE OF MANHOLE, b . s' 4 . .4. Orifice C Elevation - I MILDREN DESIGN GROUP P.C., 2018 " WITHIN 24" OF COVER ' . - •I - a a .� ALL RIGHTS RESERVED V a AND FLOOR a Diameter Of Orifice C (In) Dia-See Table THESE DRAWINGS ARE THE PROPERTY OF Overflow Elevation ?84,87 6" MIN. SC 740 TYPICAL CROSS-SECTION• ' ' " r ISOMETRIC CUTAWAY r MILDREN DESIGN GROUP, P.C., AND ARE �7✓ 0 ° 0 ° O ° . 0 ° 0 0 ' 0 0° o O 0 ° 0.0 0 a 0 0P0 0 o 0 THE DEs uENGINEERSHA.LREVIEWTHISDRAWINGPRi°RTO w....•.TeC Rim Elevation 190.50 NTS NOT TO BE USED OR REPRODUCED IN ANY O P • o O 0 ° O O ° o O o O P 0 P O ° o ° , + CONSTRUCTION IT IS THE xTIMAERESPONSIaILrrvoFTHE DESIGN _; ' SL�Jr r 1 TecI R SCALE: NTS MANNER, EXCEPT WITH THE PRIOR WRITTEN ENGINEER TO ENSURE THAT THE PRODUCT{S)DEPICTED AND ALL Y'., wnmr.,rive,AgVa 0 0 O O ° O O ° O ° o e ° 0 ° ° 0 ° ° ° ° ° ° °°° 111111 ASSOCLATECDETAILSMEETALLAPPLICABLELAWS.REGULATIONS.AND �.�,°�5° �,, ,, - DATE: 2018-02-27 PERMISSION OF MILDREN DESIGN GROUP, P.C. o ° ° ° O ° O ° ° ° O ° ° ° ° ° ° wv.Rceo nn,none srs*Eus.�"c PROJECT REOJIREMENTS. ° ° 0 • • a - •00 ° ° 'e P °P° 'O o° O P , ' 70 INWOOC ROAD,SUITE 3 I ROCKY HILL.CT DS0.57 DRAWN BY: 0 0 0 0 00 0 0° o QO O 0 0 0 °o °0 0 ° a 0 ° ° 0 O ° 0 PHONE nln.5 S ORMTECHco R08-12B-0401CHECKED Date: 01 May 2018 6" OF 3/4"-0" COMPACTED FLOW CONTROL STRUCTURE CRUSHED AGGREGATE C1eanWater Services Drawn by: Checked by: STANDARD MANHOLE0 SYSTEM CROSS SECTION DETAIL DRAWING N0. 270 REVISED 02-17 NOT TO SCALE I NOT TO SCALE TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4 // 0 4;;#'!PleellimarAm ....., SD /7.17 MILDREN DESIGN GROUP, P.C. CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL ARCHITECTURE ■ SPACE PLANNING Jr 7650 S.W. Beveland. Suite 120• Tigard, Oregon 97223-8692 �o \x d4 i AC PAVEMENT REPLACEMENT. gVoice: 503-244-0552 ® SOSEE NOTE 4. Fax: 503-244-0417 k-t \k MOUND EXCESS MATERIAL TO ALLOW , -12" MIN. SEE NOTE 4. k\k :%.***."% FOR SETTLEMENT. CONTRACTOR / SAWCUT CLEAN EDGE FOR \k / SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. \ S� TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. .1- ----.....„ �' INSTALL 8"x2" TEE & \k IRON-BODIED GV PER TVWI? EXISTING I �? EXISTING 1M K U. DETAIL 605. REMOVE (E) GROUND Ix Q AC PAVEMENT T.M. RIPPEY x ��� WATERLINE TO THE SOUTH. / „%4 I- co PUBLIC D / / �.�,�.�,� \k S Ph/ WATERLINE //'// •/ "•'' - CONSULTING ENGINEERS DETECTABLE WARNING �.���.�.��o�,o,��y.�. �;�_�_�_�_ , ROADWAY EASEMENT �� j / , / TAPE FOR PIPE DIA. >12" \j\\ °;;�•: �'�'''�'�'''' ""'' 7650 SW Beveland, Suite 100 1410 � ` . / /\\.� f�i\i fell. I=I=1 V BASE ilii .�.....� \ \ \ it Tigard, Oregon 97223 CLASS „A„ / _ \ i> ; .,.,.,.,,,.._.._..._..\/\ C2 Phone: (503) 443-3900 die,• j (, \ / NATIVE \\ `i.``.``i,``i,``ij f�1. = \ s` BACKFILL \\ '''''''''� = //` CLASS "B" 3/4"-O" Fax: (503) 443-3700 ,•,•, SS 8„ FW \+ z i �/ %�%�`��i��r�� _ //\ CRUSHED ROCK LINE �Y • • TVWD TO INSTALL 1 .5" DOMESTIC METER '` \\ ;;`\�*;�``;;`, � \�\ GRANULAR BACKFILL PER TVWD DETAIL 605. 2' DOMESTIC RP �-� 4/1. 6 TRACER WIRE FOR �\ BFP TO BE INSTALLED BY CONTRACTOR. I \ =i i P ,f„i.,f; \ „ CONTRACTOR TO COORDINATE WITH TVWD. fes, PIPE DIA. >12" //A. _ _+: _ _ _�\\ 12 ��a PROFFs Ss �! v � \�,` � »..,� ZONE /PIPE / ���y ,�:�%� / �v�� t NE4,.pj�y A- '---....._ / / _ i , //PIPE rD �, 15504 y .00.0100.-.-+* 8" bCDA IN VAULT PER TVWD ` r \/��=r=i= -f=f=F fi" PIPE BASE .r \ r' r W • r .0•,,40ipr STANDARDS. SEE GUN 15 & \ /, o• \(...- 0010:4-.. N *:+' 17. SEE TVWD DETAIL 810. x ` \�/\\\/ \f\\\%, j�j�� f �G� gA0k ` 6„ PIPE / 6' r 2�, 1` 11x6 COALESCING PLATE ....0,x\ TYP. 0 TYP. .7RL KOROG OIL-WATER SEPARATOR DWSS +\ X24" MIN. EXPIRES: 6/30/19 2" LINEI" FW NE x \ \ NOTES: ,. O 4\ 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0CRUSHED ROCK GRANULAR BACKFILL 4- COMPACTED TO 95% OF AASHTO T-99. SS k +\ ,� Client: • x 2. CLASS A NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). JLR 4111 NOTE: SEE CITY OF TIGARD CONSTRUCTION SEQUENCING NOTES ON SHEET CO. • 3. CLASS "B" 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. Ste' SS 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE 3 JURISDICTIONAL REQUIREMENTS. // ,Q SS 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. 720 NE Grand Ave. Tualatin ValleyWater District DESIGNED: KLS DATE: 3/1/2018 Portland, Oregon 97232 PUBLIC WATER CONNECTION DETAIL TYPICAL DETAIL 0SCALE: 1" = 10' Irli ��, APPROVED: NWA TRENCH BACKFILL 1850 SW 170th Ave. Beaverton,OR 97003201 (503) 848-3000 www.tvwd.org SCALE:NONE J Pro ect: New Building ..--3'_3" STORMFILTER DESIGN TABLE INLET BAY 0 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. SPECIFIC FLOW RATE PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. EACH WAY (TYP) •THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET(AS SHOWN)OR RIGHT INLET CONFIGURATION. 1l_1 I •ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. ir__, -I CARTRIDGE HEIGHT 27" 18" LOW DROP 3" MIN CLEARSYSTEM HYDRAULIC DROP(H-REQ'D-MIN-) 3 05' 2.3' T8' 10125 SW Washington Sq. Rd. HEIGHT OF WEIR(W) 2,25' (TYPICAL-ALL BARS)-- Portland, Oregon 97223 _ TREATMENT BY MEDIA SURFACE AREA 2 ft' 2 g15 1 gp.5 2 /ft' -2-977 /C � \� �7�-- _ I CARTRIDGE FLOW RATE(gpm) 22-5 11.2 15 7.5 10 5 %\\�\/ \ \�/\\/\/\\ \�\ ALTERNATE PIPE ��/\/ /\/� \j\%\�\ �\\/ LOCATION y\ - - - - - / \\� . Sheet Title: Eo SITE SPECIFIC //4 ' . . 4. • •. ..,,'•- /� 12" MIN. - DATA REQUIREMENTS �\ /\ "- • . ` „,: �!\ ;NOM, PIPE OD Details ter star STRUCTURE ID VAULT#1 ` �/ I• �'• r " Site s•°--:='_.i:+4.°•. WATER QUALITY FLOW RATE(cfs) 030 '>/ •- '' -• - i,. •..f.''..-. /\"\12 MIN. iii '.-_ :, PEAK FLOW RATE(cfs) 3.03 V\ // // /z/./2,•*,•• / • // / O `E'=: �ii:i*s%' RETURN PERIOD OF PEAK FLOW(yrs) 25 \ \ \ \�\ \\ \ \/ <\\\\�\\� I j,'.•'"�'•, 'f% #OF CARTRIDGES REQUIRED 11 ���\� \\C��\/` \YYY� L - I i=:=`_ COMMON x. CARTRIDGE FLOW RATE 15 gpm SECTION J I I I ":: MEDIA TYPE(CSF.PERLITE,ZPG) PERLITE • I I STORMF1LTER -:=:-- r-------------- -- i-. CARTRIDGE _ ___i .�z _i.�i_?iii_?__�__ PIPE DATA: I.E. MATERIAL DIAMETER J _ :.:-.-z -s=:o� �� INLET PIPE 182-55 PVC 15" EBAA 1100SDB MID SPAN FILTRATION BAY `"""•'' - �,\\� C, p OUTLET PIPE 180.25 PVC 15" OUTLET BAY •`.:41:;___= r . \ \ RESTRAINT (2) REQUIRED (11 O') INLET BAY RIM ELEVATION 19075 I NO JOINTS ALLOWED \//\\/\/\\ �/� FILTER BAY RIM ELEVATION 19075 /_ ` /\ /\��j 3500 PSI (MINIMUM) PLAN ANTI-FLOTATION BALLAST WIDTHI HEIGHT /,� :xi / //\ \ONCRETE NOTES/SPECIAL REQUIREMENTS', �` \\ ,\�/}? \ \ \/\/"\� ././:\ ' FRAME AND COVER __Z ‘_\ / lifill/ /i��i�� / /\,//,z•�i -____ . ,) Revisions: FRAME AND (DIAMETER VARIES) 0 COVER(TYP OF 2) N.T.S. I �•2 24" MIN- .' ' GRADE RINGS/RISERS SEPARATION WALL �T� �� .\ ♦- - \� \T'�e\ \ \ (TYP OF 2) \ i�/ : . . ., /i/ri��/> / •.//.> vim✓/`�j}r/� 12'� MIN` . ��i•\//V/,• •\/`WV?\` I ' v ' I t ' �` r ' PERFORMANCE SPECIFICATION v��\r/t '•. " #4 REBAR 12" O.C. J I FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW.AND SELF CLEANING. RADIAL MEDIA /��`� �./i\ \ EACH WAY (TYPICAL) DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS \ ' \ INLET PIPE - 11 STEPS SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE \1 II\ / 1 I MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BEE GPM/CF OF MEDIA(MAXIMUM), NO DIGGING WITHIN 10' >;! /�� POUR CONCRETE AGAINST WEIR WALL� 1 0 z GENERAL NOTES UNDISTURBED NATIVE SOIL r-` I co 1 CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. \` e� 2- DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. P L A N 1J I 3 FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH } L d REPRESENTATIVE- www.ContechES-com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN NOTE: 1 I I THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT, 1. CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER WATER MAINS SHALL BE 2 5. STRUCTURE SHALL MEET AASHTO 44144 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION DESIGNED AND STAMPED BY THE PROJECT ENGINEER OF RECORD. PROVIDE _ CASTINGSSHALLMEETAASHTOM306ANDBECASTWITHTHECONTECHLOGO. CALCULATIONS FOR REVIEW AND APPROVAL. MILDREN LI _ f - - - - I - ALL RGHTDS RESERVEpESIGN PP-C., 2018 ., INSTALLATION NOTES 2- USE 2" OFFSET OR MANUFACTURER RECOMMENDATION FOR MID SPAN url A. BASEROCK DEPTH TO BE 6"OF 1"-0"COMPACTED CRUSHED AGGREGATE ON COMPACTED SUBGRADE RESTRAINT. THESE DRAWINGS ARE THE PROPERTY OF B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 3. TIE REBAR TO ITSELF TO HOLD FORM. MILDREN DESIGN GROUP, P.C., AND ARE OUTLET PIPE STORMFILTER STRUCTURE(LIFTING CLUTCHES PROVIDED). NOT TO BE USED OR REPRODUCED IN ANY CARTRIDGE FLOW KIT SEE INSTALLATION C. CONTRACTOR TO INSTALL JOINT SEAL.ANTBETWEENALLSECTIONSANDASSEMBLESTRUCTURE. 4. WRAP RESTRAINTS WITH 1 LAYER OF V-BIO® POLYETHYLENE ENCASEMENT MANNER, EXCEPT WITH THE PRIOR WRITTEN NOTE A- D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. PRIOR TO POURING CONCRETE. EXTEND PE WRAP A MINIMUM OF 6" BEYOND PERMISSION OF MILDREN DESIGN GROUP. P.C. E_ CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. ELEVATION F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. RESTRAINTS. SECURE TO PIPE WITH 10 MIL PVC PIPE WRAP TAPE. Date: Ol May 2018 CONTECK THE STORMWATER MANAGEMENT STORMFILTER Tualatin Valley Water DistrictDESIGNED:KLS DATE: 3/1/2018 Drawn by: Checked by: rimWea,,,,M,r ,�,, ENGINEERED SOLUTIONS LLC 8' x 11' PEAK DIVERSION STORMFILTER ' DETAIL StormFiher (� ��■► APPROVED: NWA STRADDLE BLOCK ,,,,,,, 11815 NE Glenn Widing Drive, Portland, OR 97220 STANDARD DETAIL 1850 SW 170th Ave. Beaverton,OR 97003 800-548-4667 503-240-3393 800-561-1271 FAX (503)848-3000 www.tvwd.org SCALE: NONE 304 TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4. 1 7iqraw000* -....._ MILDREN DESIGN GROUP, P.C. "Nib HYDRANT BEHIND C U R B TI G H T SIDEWALK ARCHITECTURE - SPACE PLANNING LIMIT OF REQUIRED 7650 S.W. Beveland, Suite 120 �„-ria co O ID XB FINISHED GRADE [ _ _ 18" MIN CLEAR ZONE Tigard, Oregon 97223-8692 COCO24" MAX '. Voice: 503-244-0552 �Ilo� p FIRE HYDRANT t O BREAK FLANGE Q � Fax: 503-244-0417 +1 14 O [::"" ur" • 4" MIN. 18" MIN / ".40.1,-....z.+ .. item 2" MAX. 0 ,r, - / 0 )E I I - , f 1�Q' . . ..„--50,4#,,;�= Eiji _• • • -,-,•-•c.-1.-g- �� / �� • c�csc.c„= - t If /, 1! .g 7 0 0 t .� ii 0 ;N ; __ i !�- T.M. RIPPEY KEYNOTES: p +� O O 10111 1 ��A. VALVE (TYP) ��, =•= _, , !� .••'� is�, ,� I I ,15-._;, ' �.' CONSULTING ENGINEERS A.1. MJ GATE VALVES 8" AND SMALLER. + , i`� �;r.•-,��Ij. 6" CLASS 52 DI PIPE � © is r i • © ''�'•'-.�' •-� -,e."--,,,,..1.:. 18"-24" 7650 SW Beveland, Suite 100 RI A.2. MJ BUTTERFLY VALVES 10 ' AND LARGER. t/` !� '''' •�. + -f . . t'O\ O �i . -r OR COMPLY WITH Tigard, Oregon 97223 A.3. VALVE SIZE SHALL MATCH MAINLINE SIZE. •fi �o� �- i� i /�Yl i � Cti���t , A.4. ALL JOINTS SHALL BE RESTRAINED. pP,44.9� �+ ��i !�a �'��. © LOCAL JURISDICTION CURB FACE OR EDGE Phone: (503) 443-3900 A.5. SEE DETAIL 402 FOR VALVE BOX REQUIREMENTS. ,�•.OW, w!�1;�fF�rVe HYDRANT IN PLANTER STRIP OF STREET. Fax: (503) 443-3700 •f#�l4h�+�_' �a ,i,--t-v. ' �+ 18" MIN - 10' 10' W. --i B. 18"-24DI TYP. ;1rh � '` L-� -I !i±�i,I�•ik4• � ,I�. 24" MAX C. MJ TEE. j ) PI 4 - - BREAK FLANGE �, ,+♦a, 18" MIN D. MJ CROSS. �+ •�s� 1 ��D Q��FF i f it •1i ��� I N j� „IEL-CIL MIN �':, :� + •jai ' "��,��#��� �� ��'�` �• .� - - _ w 155 4 O TYP #�.• •�y�s.,}i lsr�.' ii # \-s,.. •....... � . . . ki u7 KEYNOTES: /� /.. /., /� /.. /'. ti,/i../i,,//,.//..//�./i��i, '� Y/ --'1/-- oR aN • A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" KEYNOTES: \�' 18" 24' ' CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS OF NOTES: 25, G , p -� 1. THE CLEAR ZONE PROHIBITS THE FOLLOWING: "Ip OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. A. VALVE BOX ASSEMBLY PER DETAIL 402. E. 12"X12"X8" CONCRETE PIER BLOCK RL KOR rte,;, ,X • VEHICLE PARKING g Ii- B. UNPAVED AREAS ONLY: PROVIDE 4' THICK CONCRETE PAD OVER 4" ON UNDISTURBED NATIVE SOIL. • FEHI S COMPACTED 1"-0" CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" B. 6" GATE VALVE. WRAP TEE, VALVE, TREES I EXPIRES: 6/30/19 AROUND VALVE BOXES. REINFORCE CONCRETE WITH #4 REBAR MAX 12" O.C. AND PIPE TO THE FOOT VALVE WITH 3 F. 1-1/2 CLEAN DRAIN ROCK •• LARGE BUSHES LAYERS OF V-BIO POLYETHYLENE POCKET. 4 CUBIC FEET MINIMUM. O CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND • RETAINING WALLS ENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6" ABOVE HYDRANT DRAIN PENETRATIONS. EXTEND PE WRAP A MINIMUM OF 6" OPENING. WRAP WITH GEOTEXTILE a ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF in m 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: 4 TLC<1� FINISHED GRADE. SEE DETAIL 403. 301. DO NOT WRAP HYDRANT BARREL. G. MAINTAIN MINIMUM CLEAR SPACE IN • LAWN GRASS JLR ibi E. WRAP VALVE WITH V-BIO® POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL ALL DIRECTIONS PER DETAIL 503. • MULCH 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 EXISTING MAINS SHALL BE TAPPING TEE 2. ALL VALVES SHALL BE WRAPPED IN POLYETHYLENE F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND LOW PLANTINGS Il PER •DETAIL 302. THRUST BLOCK H. FOLLOW MANUFACTURER 0 PER DETAIL 402. DUCTILE IRON PIPE AND FITTINGS HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR REQUIRED ONLY FOR TAPPING TEE. RECOMMENDATIONS FOR BURY LINE �Q� SHALL BE WRAPPED IN POLYETHYLENE WHEN BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. AND BREAK FLANGE MAX AND MIN. COVER COULD BE DAMAGED WHEN THE HYDRANT IS USED OR REQUIRED. MAINTAINED. • G. 2" SQUARE OPERATING NUT. D. MECHANICAL JOINT WITH GRIP 3. BUTTERFLY VALVE OPERATOR NUTS SHALL BE FOLLOWER. ALL JOINTS IN HYDRANT I. NO RISER KITS ON NEW HYDRANT 3. THE CONTRACTOR SHALL INSTALL A BLUE REFLECTOR BUTTON FOR THE 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: 3/112018 Tualatin Valley Water District DESIGNED: KLS DATE: 3/1/2018 Tualatin Valley Water District DESIGNED-KLS DATE: 3/1/2018Tualatin Valley Na DATE: 3/1/2018 ter District DESIGNED: KLS Portland, Oregon 97232 "- TYPICAL WATER VALVE DETAIL DETAIL FIRE HYDRANT STANDARD DETAIL FIRE HYDRANT CLEAR DETAIL 1� �^ APPROVED: NWA `\ �� APPROVED:NWA TYPICAL VALVE SETTING .. �A �� APPROVED:NWA 1� �� APPROVED: NWA LOCATION INSTALLATION ZONE 503 1850 SW 170th Ave. Beaverton,OR 97006 401 1850 SW 170th Ave. Beaverton, OR 97003 402 1850 SW 170th Ave. Beaverton,OR 97003 502 1850 SW 170th Ave. Beaverton,OR 97003 (503)642-1511 www.tvwd.org SCALE: NONE (503)848-3000 www.tvwd.org SCALE:NONE (503)848-3000 www.tvwd.org SCALE: NONE (503)848-3000 www.tvwd.org SCALE: NONE Project: New Building 2" GATE VALVE NOTE: _ �.- -, MEGA FLANGE SEE NOTE 4. \ LADDER INSTALLATION MUST COMPLY I MID-SPAN COUPLING ADAPTOR -111 II ,�\\`\ ISil 14411 •� r ` 1 RESTRAINT fTHRUST �SEE NOTE 1 ,1 3'-6" DOUBLE CHECK VALVE II WITH ALL CURRENT OSHA STANDARDS. �II .\ 11 -i� �Rr_j11� �, LOT TO BE ii m! u SERVED 40" MIN. I1 - FLOW I 11; K ] 1 r 6 1 i 10125 SW Washington Sq. Rd. Z O I �>JI :/IrJi z Er w I I % t• I D J PROPERTY LINE 11 'II _ I Portland, Oregon 97223 j� I ""' X11 SPOOL FLGxPE J �i EXTEND DUCTILE IRON PIPE EE Q L_ _____ F 12" MAX. TO ---- SEE NOTE 2 M N I 5' MIN. OUT OF VAULT TO L.LiI- , LATH ON PROP. II TOP RUNG CO PROTECT FROM BREAKING SIDEWALK LINE AT PUE. - 1 I DETECTOR FOR DUE TO VAULT SETTLEMENT. Sheet Title: I SUMP PUMP OR o SEE NOTE 1. I i FIRE LINES ONLY , '`/DRAIN PER DETAIL 702 PROPERTY LINE AND =1 PROPERTY CORNER. 7" MIN. 1 1 0 1i �, I �� __�) LOT NUMBERS MARKED �, SEE NOTES 2 AND 3. LADDER MEETING OSHA _711 Ir II./ Site Details REQUIREMENTS � 7" ,� i ON FACE OF CURB. , \15" PLAN VIEW SEE DETAIL 701 AND SEE NOTE 1. _ PUBLIC UTILITY 15" c� SPECIFICATIONS P .AN EASEMENT MIN EtI MIN ---_._.-._- __. :a WRAP SERVICE PLAN oL CO0 DRAIN a 3" MIN yi����i��/ -� 1 Gi 3' MIN 6 MAX DAYLIGHTO CURB OR LINE MIN. 3' WITH Q; 6" MAX a` • , -MI PVC TAPE �-'� I _J1 ��> /� C' / 10-MIL i I 0GROUND LINE -_ _.__._. ./. I i r � SEE DETAIL 301 -- 0 /'/4 i N , • .. . . .:._: ... 40 V����`4`%.": �•ii�#1� �. tl>.��. 30" MIN. CLEAR a y 3" MIN _ `/� - - - -ii; !..:(1;1-.4!z•:.•:._ Tz•-`�` ��l'"'� DISTANCE TO ANY H- 1 - CM CLEARANCE ON ISOLATION BALL VALVE --�• � OBSTRUCTION _ 0 : OPENED OS&Y CF VALVE •• _ O STRADDLE BLOCK Pe �+♦j' �16' ° / CO PER DETAIL 304 TYP -\441/4 SEE NOTE 5 MEGA FLANGE COUPLING ADAPTOR (TYP) INLINE CHECK VALVE METER BOX AND SERVICE PER CURRENT N 111 Oil I�1I___ I `� Flow • u •2" DOUBLE STRAP INSTALLATION BY TVWD PLUMBING CODE 0 °�. ^ Ii - �� Revisions: TAPPING SADDLE - I �` 4- �4I1 ��II- �� �•a �Ir illIk� OR LINE SIZE X 2 0 0lI� II 12" MIN. 1 TEE METER - ,. ' -- It O 12" " RODENT CONCRETE BALLAST C .;.,•.4,,,;:'•'•r.r,:.t; ;,`,'... SEE NOTE 3 MIN 4_ SCREEN 2" IRON BODY 15" ' . .:.; 'i;. r - %•fir. ,,••1!.,�•:�• .��•�',•'•��%�. ��� •'r.•%i.i%•.ir it i:�.. i:�i•:•i.,•!!� •::•i. , GATE VALVE, MIN. �,..,,.:.•. ; :. THREADED ..:.�.. - . .;_•.;• �.IS. •. •. •% • �. '••, a �' tl;■" ■Fl,i 18/- III ''I 15" MIN DEPTH 11 \ 3/4"-1" Mill r ELEVATION CRUSHED ROCK FOR ..4.4-;� ;.i.F DRAIN TO DAYLIGHT OR ' 6 411 DRAINAGE. I�h':sem-!•' '`�`i5."s P.�` ';'': '.t.'0:;;!'/�/ $ - •:(„i'", PROVIDE 1/3-HORSEPOWER - SIDE VIEW FRONT VIEW KEYNOTES: G. DRAIN TO CURB OR OTHER LOCATION WITH STAINLESS STEEL SUMP PUMP. ELEVATION A. LOCATE SUMP PUMP AWAY FROM DISTRICT APPROVAL. ELEVATION SEE DETAIL 702 FOR NOTES: PIPING AND DEVICES. H. RODENT SCREEN 6" DEPTH 3/4"-0" SUMP DETAILS. 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY B. DRAIN LID CHANNEL TO DAYLIGHT. CRUSHED ROCK I. 3/4"-l" CRUSHED ROCK FILL, NO FINES. COMPACTED TO 95% LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S 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 D. ISOLATION BALL VALVE NOTES: THE LADDER. PLACING ROCK. UTILITY BILCO 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 TO OHA FOR LIST OF APPROVED ASSEMBLIES PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. " F. 18" T & GOR B & S ROUND CATCH SIZE VAULT * DOOR MILDREN DESIGN GROUP P.C., 2018 STEEL HARDWARE AS SHOWN. OF RUNG MUST BE SET 7 FROM FACE OF SURFACE DISCHARGE PIPING. GRATE SHALL BE 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT ALL RIGHTS RESERVED 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 A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICESGALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. 4 577-WA J-5AL 3. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU THESE DRAWINGS ARE THE PROPERTY OF C. PROVIDE 15" MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER �. MILDREN DESIGN GROUP, P.C., AND ARE 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" HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER 6 676-WA J-5AL YDS MIN AROUND BASE OF VAULT WHERE FLOODING NOT TO 8E USED OR REPRODUCED IN ANY LOCATION. 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 GALVANIZED AFTER FABRICATION. 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 Valley Water District DESIGNED: KLS -1I2" & 2" METER DATE: 3/1/2018 Tualatin Valley Water District DESIGNED: KLS DATE: 3/1/2018 Tualatin Valley Water District DESIGNED:KLS DATE: 3/1/2018 DATE: 3/112018 ��■ � INSTALLATION WITH DETAIL � VAULT LADDER DETAIL � DETAIL Tualatin Valley Water District DESIGNED: KLS DOUBLE CHECK VALVE DETAIL Drawn by: Checked by: (�`'^ .Z , APPROVED: NWA �� �� APPROVED: NWA (� 1^ APPROVED: NWA SUMP PUMP INSTALLATION I� �� APPROVED: NWA BACKFLOW PREVENTION INSTALLATION OR DOUBLE CHECK 1850 SW 170th Ave. Beaverton,OR 97003 1850 SW 170th Ave. Beaverton, OR 97003 70 1 1850 SW 170th Ave. Beaverton,OR 97003 ' 702 1850 SW 170th Ave. Beaverton,OR 97003 801 (503)848 3000 www.tvwd.org SCALE: NONE DEVICE 605 (503)848 3000 www.tvwd.arg SCALE:NONE SCALE: NONE SCALE: NONE (503)848-3000 www.tvwd.org (503) 848-3000 www.tvwd.org DETECTOR ASSEMBLY TMR Job Number: 17260 Sheet Permit Submittal - May 2018 C4.2 :;;;IlelLMWO Ailiftwk., MILDREN DESIGN GROUP, P.C. ESC PLAN FOR SITES 1 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 1M I\. T.M.Sri.,,...,, •� ��sy, OWNER / APPLICANT CIVIL ENGINEER SURVEYOR TAXEXISTING SSITE CONDITIONS 01 EXISTING COMMERCIAL PROPERTY WITH TWO BUILDINGS. EXISTING PAVED PARKING, LANDSCAPING & 1 RIPPEY _ _ `i 1. N�T�N DON RASMUSSEN COMPANY TM RIPPEY CONSULTING ENGINEERS WH PACIFIC UTILITIES ASSOCIATED WITH EXISTING COMMERCIAL BUSINESS. CONSULTING ENGINEERS 71r. SQ. CONTACT: GREG RASMUSSEN CONTACT: KARL KOROCH, PE CONTACT: MATT SIMPSON I R� 720 NE GRAND AVENUE 7650 SW BEVELAND ST, SUITE 100 9755 SW BARNES RD, STE 300 DEVELOPED CONDITIONS 7650 SW Beveland, Suite 100 PORTLAND, OR 97232 TIGARD, OR 97223 PORTLAND, OR 97225 T Tigard, Oregon 97223 • AX LOT 100: ONE BUILDING (EXISTING RESTAURANT) TO REMAIN WITH EXISTING PAVED AUTO PARKING, LANDSCAPING AND r Phone: 503 443-3900 PHONE: 503 230 7700 PHONE: 503 443 3900 PHONE: 503 626 0455 ASSOCIATED UTILITIES. { \ ��. .I EXISTING Fax: (503) 443-3700 . r, 1 r � 1 ADJACENT TAX LOT 101: TWO BUILDINGS, PAVED AUTO PARKING, LANDSCAPING, AND APPLICABLE UTILITIES ASSOCIATED WITH FULL N =14'.•*�' . '` / BUILDINGN DEVELOPMENT OF THE SITE. . :.: y "' I STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE \ _I PROPOSED PROJECT SITE I * MASS GRADING: MAY 2018 ��' PRof \ " ` J`,.- /�' 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO 16. THE APPLICATION RATE Of FERTILIZERS USED TO REESTABLISH VEGETATION * UTILITY INSTALLATION: MAY-AUGUST 2018 G 1 NE�`f/� 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 ESCP IS A VIOLATION OF THE PERMIT. RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING * FINAL STABILIZATION: DECEMBER 2018 ` � II , m TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. , z 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS `�^ • �, TOTAL SITE AREA = 315,381 SF = 7.24 ACRES (TAX LOTS 100, 101) OR ox 0 c,, FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, G 9 R /..* � �� (5 UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE �r 25,�g 2/),�. / FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT TOTAL DISTURBED AREA = 212,388 SF = 4.87 ACRES /r G LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. 4RC KORO REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN ' 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, SITE SOIL CLASSIFICATION EXPIRES: 6/30/19 ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A 1 ALOHA SILT LOAM (0-3% SLOPES) NECESSARY REVISION TO DEQ OR AGENT. SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT 13 COVE SILTY CLAY LOAM (0-1% SLOPES) SITE MAP 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. 45B WOODBURN SILT LOAM (3-7% SLOPES) PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO NOT TO SCALE MANUFACTURER'S SPECIFICATIONS. GRADING ON-SITE SOILSEXCAVATIONHAVE AUTILLOW TOTRENCH MODERATESPOILS EROSIONAND POTENTIALFROMANAPFILL ROVED MATERIAL SHALL BE APPROVED GENERATEDLOCATION ON-SITE TOBE FROM Client: 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR , ITYP RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES DETERMINED BY THE GENERAL CONTRACTOR. JLR iASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE f n IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS RECEIVING WATER BODIES t`�, (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN WATERS. STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT (TAX LOT 101) IS CONVEYED TO PROPOSED UNDERGROUND `yPatk �" 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 v 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. 1 ' � g�°""°" 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE STORMWATER RUNOFF FROM THE ADJACENT EXISTING DEVELOPMENT (TAX LOT 100) IS CONVEYED TO THE EXISTING ��H hS�Feal© . AREAS.Wu5h,�gro�,S,uarpq € COLLECTION SYSTEM. THE PROPOSED DEVELOPMENT REROUTES EXISTING PIPING AROUND THE PROPOSED BUILDING TO X ¢CanestogaRecreat�on PROJECT GRADING 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. Tor+ T 9"'"'"th's LOCATION USED. 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE THE g LONA I ION 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP GENERAL PERMITTEECONDIONS S HAREQUIRED TO MEET DEVELOPED LLTHE CONDITIONS FTHE COMPLIANCE WITH THEPERMIT. MI . THIS EPERMIT SCP AND 720 NE Grand Ave. FLY CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMOVAL. REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY Portland, Oregon 97232 7�gard SllV IV IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY REQUIREMENTS OF THIS PLAN. il oA�[a ke{7aa.INC FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT p e,Schwab,tlPcPrner CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. AND AT COMPLETION OF PROJECT. PERMITTEE'S SITE INSPECTOR Project: g 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT Suornertekt a AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION PERLO CONSTRUCTION QUALIFICATION PROGRAM AND NUMBER: ON Park New Building e ® o t SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE CONTACT: DAVE WHEELER ECO-3-6191520 � � Costa,Wholesale 9 RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE Nature De* .� DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF 16101 SW 72ND AVE, SUITE 200 Waffeod 9 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF TIGARD, OR 97224 WooeMp'"` Tigard a PHONE: 503 701 8148 9 IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR STATE LANDS REQUIRED TIMEFRAME. EMAIL: dwheeler@perlo.biz �y.,.,, ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. ,R, Prmprovemenr v 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL VICINITY MAPEll) NON-STORMWATER CONTROLS. PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. BMP MATRIX FOR CONSTRUCTION PHASES 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 BMPS SUCH AS: GRAVELED (OR PAVED} EXITS AND PARKING AREAS, GRAVEL DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL 10125 SW Washington Sq. Rd. ALL UNPAVED ROADS LOCATED ONSITE, 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 CLEARING 1 MASS UTILITY STREET FINAL WET WEATHER Portland, Oregon 97223 MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO 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 TRUCKS OR DRAIN LOADS ON SITE. MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. PRESERVE NATURAL VEGETATION **x X X X X Sheet Title: 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 GROUND COVER x x TIGARD, OREGON 97223 FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE HYDRAULIC APPLICATIONS X LATITUDE = 45' 26' 44"N LONGITUDE = 122' 46' 42"W STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE MIX MUST BE IDENTIFIED ON THE PLANS. PLASTIC SHEETING x 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 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 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, 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET SEDIMENT FENCE (INTERIOR) Cover Sheet MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND STRAW WATTLES x X ATTENTION EXCAVATORS COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN FILTER BERM X X X THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR 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 x 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 •x •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 FREQUENCYPIPE SLOPE DRAIN X X X LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES OUTLET PROTECTION X x x X SURFACE ROUGHENING x * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CHECK DAMS "X X X X 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 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 * 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 WITH DEQ 1200-CN PERMIT REQUIREMENTS. SPILL KIT ON-SITE X X X x x WHETHER STORMWATER RUNOFF IS OCCURRING. CONCRETE WASHOUT AREA X x X x x * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE RATIONALE STATEMENT 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY. ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN WORKING ORDER. ANY WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. OTHER: NECESSARY MAINTENANCE AND REPAIR MUST BE * RETAIN A COPY OF THE ESCP AND ALL REVISIONS A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ GUIDANCE 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. MILDREN DESIGN GROUP P.C., 2018 PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONSECUTIVE CALENDAR DAYS. CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT ALL RIGHTS RESERVED goo CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. ** OMP 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, F.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 MANNER, EXCEPT WITH THE PRIOR WRITTEN INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR PERMISSION OF MILDREN DESIGN GROUP, P.C. 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-CN PERMIT 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN 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 H99 '7y-\ \ , ` � � -� ` � � LEGEND :;;;-.)/lt....,01, PROJECT BOUNDARY MATERIAL STORAGE AREAS 1:i / \ PROPERTY LINE - — — — - MILDREN DESIGN GROUP, P.C. INLET PROTECTION. TYP. / ` S� EDGE OF PAVEMENT Tii /it ARCHITECTURE • SPACE PLANNING / SEDIMENT FENCING. TYP. 'a �' _ _ 7650 S.W. Beveland, 199 ,• ` ��y���TpN ` EXISTING 1' CONTOUR - - - - 144 - - Suite 120 C _ _ FIN -200` K ,�?Op sQRod EXISTING 5' CONTOUR — 145 — - Tigard. Oregon 97223-8692 CONSTRUCTION Voice: 503-244-0552 20U C G4,,,' , EXISTING STORM SEWER LINE STS! 199- , 1nh v 199_ - 199 ----____-- _-- } ENTRANCE Fax: 503-244-0417 I ,� \ _ � - EXISTING WATER LINE WATER- �.r - '�tC , I ' J / \ EXISTING SANITARY SEWER LINE SAN 195 -^ "198 - J ~ ~ - - -- -- -199- - - \g$� ® EXISTING GAS LINE GAS m � �� � r� _ � 50' 1M li•i# I J _i99- - - 19g , , EXISTING OVERHEAD UTILITY WIRE OHW - EXISTING FEATURE OR CONDITION II1 � _ 2;;;2 � ��; �E) PROPOSED EROSION CONTROL FENCE -0 Q l 1 _. - - 198- T.M. RIPPEY 11� - 97- ; \\ - - - - ~ _ i � � _ ~ ' � � PROPOSED EROSION CONTROL FENCE -{� p i j+ _ , r 197-- \ ` WITH ORANGE CONSTRUCTION FENCE - X X CONSULTING ENGINEERS ill -N_„-:_------------ - Q 7 r f 25'--�Ea \ 7650 SW Beveland, Suite 100 1 „....: ~ ~ ~ ` fns EXISTING SURFACE DRAINAGE I I , / s' ' / FLOW DIRECTION Tigard, Oregon 97223 I _ Phone: (503) 443-3900 I I f! -196 - • \ _1 -�, -196- - : _ - r _ 1 INLET PROTECTION, SEE Fax (503)443-3700 I 4 - - - - - - 196 - _ DETAIL ON SHEET C5.3 U I 1 l \ /////// I CONSTRUCTION ENTRANCE, J /I ---195- \ l �`r195�� • ~1g5� - z , / � �� 1 — SEE DETAIL ON SHEET C5.3 �4Q.��A 1 ! ! i i ~ , � r — `���DPROFFss i , /I -195 P///////7771 / +61 N 4, 4O1r! i / _ -. //// w 15504 * y ,� I I 4 - - - - 4 — /moi _ ' - �^ / I I I ' ,�� -- 1 y ` - - _ _ / PRE-CONSTRUCTION, CLEARING ✓GOR ox�,� 11 � , _ _ 3_ - _ _ �_ _1 / & DEMOLITION NOTES �R� KORo If`j �� 1 `� / - - , 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER EXPIRES: 6/30/19 •-� ' `` i ` - SEDIMENT CONTROL. GRAVEL CONSTRUCTION ENTRANCES, ETC.) _ _ = ]�3_ / MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL r fl CD -192- - - - ~ - - b - - - - -19z -- -i92_ ` _ _ - - - - f // INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION r - ACTIVITIES. rf J j 6. __- I- - - - _ _ � . / / ' 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT Client: / I - -- -191 - - - - - - - - - - -191 - �` , - "192 - _ / FENCE. BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS. OR I / / I l�� __ - - - ,� 191 - �- _ Z 3 ' OTHER SUITABLE MATERIAL, STRAW WATTLES. OR OTHER APPROVED JLR - Q � ��i MATERIALS. I i I ' /, , ~ / EXISTING 1-STORY g�,! Ir• i \ - - 192- ~ _ BUILDING I 3. SNSITIVI= RI SOURCES INCLUDING, BUT NOT LIMITED T0, TRI`ES, I ! ; i ' L>:_c_. 'i � ,`` y / TO REHM / Iiii WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY 1g I • _ -- / DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK r! — � _ 1 — —190� 1gp, 19j- _ \ '' FENCING IN A MANNER THAT 15 CLEARLY VISIBLE TO ANYONE IN yi, - - THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE r •11 ' i r 1 : I _ \ /93 CONSTRUCTIONBARRIER.• �I 1 - __ 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE Ir ` r ' / o 19p - _ -1 e1 BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION - j_ - - \ \ OF THE PROJECT. ADDITIONAL MEASURES INCLUD#NG, BUT NOT 720 NE Grand Ave. 1' _ / STREET SWEEPING, AND VACUUMING MAY BE - ~ -M1 . -- _ LIMITED T0, �,� - -- - , 1 r �i i ` ` .1 \ �� i/ f FORUTHED TO DURATIONRE THAT ALL 01 THE PROJECT AREAS ARE KEPT CLEAN Portland, Oregon 97232 \ / D. \ r �► 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND \ / _ /8y,_ : 9� P I, • ` \ N 192 ! FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION 1 _ \ - �~ ( �._ ' ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES Project: ' 1, `+ + i 1��� 188 y ` \ 90A \ s Air Gi°�I INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK ii \�' - — � \ Z \ 'I i ( DAMS. SURFACE ROUGHENING, AND BANK STABILIZATION. New Building ` r. f i l� - 188 \ ` y�; �� \ \ �►d ♦ 1 ' r t__,,,, \ 188 ` \ -189 - r9l t1- 187- /3 SFRK ~� ��N ,,, p,.: - - - - _ _ _ .- 91 1 i, _ _ _ i '�;!� ' — , —188 ` i 19 ���' 10125 SW Washington Sq. Rd. i - - 4 . i I . ,,, 1 "'*a''. /04 4- .-• 4' : — — _ \ vl8� ;' . Portland, Oregon 97223 ,z 0 I \ JI ' �. • - . ' tl / w.._,-..„„ _.. - _ __, \ _, I r• Sheet Title: / 4 . „.4 --4 . � � � ��� � � �� a. I 7 ' , ' • �\ � -189 -- ,! f 1/ � ,8 AIIP ���'\)/4 L fl/ 3 ;, , _ _ _ \ - Clearing & Demo, Air _ 1 13*61 `'`� • _ Mass Grading �� _ - _ , ' ! � , lW 8 ,r7 Erosion / i I 1 „,... ._ ,_.,//) `„18) .� tp ' 1 r _ _ _ \ \ \\ \ TSA ;� 186- I t ! \ / - 177 \ \ \ \ ��_ ,� 1 / , 'i \\ 18\ \ _ I • EXiST1NG 1-STORY - �. / - WETLAND \ \`��� :* ._ - \ j8 BUILDING ,..,.>„"Z.,•••••,,---- . `l8`, ll C \ 9, -(E) VEGETATED TO BE REMOVED -187- - - -- - �� / / N \ r� - -176 \ \ �8ir _ \� \ \ . CORRIDOR BOUNDARY / ( i / 80 ♦ ��,, `188 - _ \ I ( // j' Revisions: �(� 74 \'j ' 185' \ `� -� 0 ` \ / // / \ � � 9)\�: y / ® \ \ -_ -186 - 0 . r \ \ 17 T>8\\ �- �` /� ' � SEDIMENT FENCING. TYP. EROSION CONTROL FENCE j�\� - \ I c��' <, 0 // / WITH CONSTRUCTION FENCE - `'��\i�\�• . - ` •�� /bra . \ _ - - 166~ , T I I` ' 40 P. - • ! co �� \• �75N____-�18/ _ \- \ s_ — — - �- *-6' '188 _ , . �• r �\j. / l a'// • / (E) VEGETATED - - �\ , : . •-•--'S------==-----4- \ _ _ - •�` l�^I ' CORRIDOR BOUNDARY - _ \ �"` 1 - -176 \- �- • -• - - -- -- Nell:\ - --- ' . . , . / ._ /a,I1!SFr _ , r _ � _ 041101 4*--.q,b- 'ft 4441 - ___ _ 4,.... . --- ...__:-_-- ___ :, ___.-- _ 7.5.a4-z4 iiiiiipikv , Tf` � �1 )6 \ -±" '83 / Ali r8 X83. ` X84• _ ` _ N. - - ..–/- .yam I — ��� � __� ill" 111, 111._ -`�r� - �c `fir -� ,r` - - - -_.' — — _ ���/ / I / 178 - - ; - - � -+ / l / I ��_ - $0 - 1&3 \ / , MILDREN DESIGN GROUP P.C., 2018 " l� /� It- � g_ y \ / / / 19 ALL RIGHTS RESERVED ~ _ _�— DITCH -� i / / I / I ` -179-z---- __ -- _ _ / I _ �_ _- - • 18IIWS THESE DRAWINGS ARE THE PROPERTY OF (E) WETLAND BOUNDARY —1$0 \- ____. ______ \ ° - —�`� - 1 i I �/ MILDREN DESIGN GROUP, P.C., AND ARE s,__ --1 . ! / NOT TO BE USED OR REPRODUCED IN ANY __ _ `�- ~ � �Qy/ � , _ \ ~ l -• 84 III [ r/ / TTEN PERMISSION EXCEPT MILDREN DESIGN GROUP,IP.C. E VEGETATED - - -+� ~ _ 1 '1 �� 8 r � � — 179►- i 3- - I J CORRIDOR BOUNDARY - -_,...--4-1 - - 7-7_ +cin �a _ o0 1827// ////Mir- - / Date: 01 May 2018 - _ 8�- `� E) VEGETATED -18; " - - _ _ _ _ _ \ ( i% Drawn by: Checked by: EROSION CONTROL FENCE ~ 184 - -IT- CORRIDOR BOUNDARY oR WITH CONSTRUCTION FENCE - -_ - -I-u-1 := - ---7-_=-____-_- -�=J _ R � / AS KJK H / wy z7� - -_ .-7-7-- ~ _ 186----187 -- _-L-----------% , (E) WETLAND BOUNDARY188-1$g-= \�� TMR Job Number: 17260 190 -- IIEB SCALE: 1 " = 30' M/ Sheet I 0 15 30 60 % Permit Submittal - May 2018 C5. 1 -199 uy\ H / --i. : -..... , \ ."4114414444LEGEND 21Lowit ......, 1 PROJECT BOUNDARY - - PROPOSED SURFACE DRAINAGE 110110' c '446 MATERIAL STORAGE AREA .. 1:1 PROPERTY LINE - - FLOW DIRECTION MILDREN DESIGN GROUP, P.C. \ SEDIMENT FENCING, TYP. INLET PROTECTION. TYP. / Sy, EDGE OF PAVEMENT ARCHITECTURE SPACE PLANNING ECTION, SEE - - - r 40 W�H/NoroN s EXISTING 1 ' CONTOUR DETAIL INLET PONOTSHEET C5.3 U 7650 S.W. Beveland, Suite 120 © � 199 •N,„„ v _ Tigard, Oregon 97223-8692 x-200- dY Ro EXTING5 CONTOUR� -- �` CONSTRUCTION '�!� )( ^^ 1 I 2U - R` PROPOSED 1' CONTOUR 144 y 1f99 __ _ yy 1 ENTRANCE 1SEE DETAIL ON SHEET C5.3 M.� , ____ / - �. o. Fax: 503-244-0417 i1, o1- / 199 PROPOSED 5' CONTOUR 145 I I/::' _ e 'SFr - ,•� \ SD J iss 20D __ ...... PROPOSED STORM SEWER LINE SD 1111 -� \ 1g�� PROPOSED WATER LINE W CONCRETE WASHOUT SEE 1111 11951 198 _ - - 50 p DETAIL ON SHEET C5.3 - - - � '.. -1(7-- - ' I 1 I .P PROPOSED SANITARY SEWER LINE SS A 1M K }�, 198 - „ ll 1 I I f CONCRETE WASHOUT11 1 '� EXISTING FEATURE OR CONDITION (E) f 11 1111' '.. .......... . . .r= -'-• i' i;,......_. "98 I \ PROPOSED EROSION CONTROL FENCE -0 a MATERIAL STORAGE AREA T.M. RIPPEY i ><. Iii _ I - f c.-. r - - 7 -� _ r -. PROPOSED EROSION CONTROL FENCE X X CONSULTING ENGINEERS 1I f � 197 LI A� I -1F7 WITH ORANGE CONSTRUCTION FENCE -0 0 ` 1 , \ 197 I' 25'-H 7650 SW Beveland, Suite 100 11 /1 I I197_� ' Tigard, Oregon 97223 II 1�' _ _ :.. EROSION AND SEDIMENT Phone: (503) 443-3900 } i,,9a - 1 or i/il 411��1 - x - - / --196 - - - - - CONTROL BMP IMPLEMENTATION ti , / 4 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT 1 1 �� 1 _ 9 c ' g5� XVA .) . , CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, p 1 1 f �� ~ ~ r l 1 / COMMTIONAL, AND ENCEMENT OFPROVED IN AN INITIAL CONSTRUCTIONACTIVITIESSPECTION, PRIOR TO �� '1Qf[�, !1 f -- -1� prr \5GINE ( �/pf!I _ - 194�� 2. 'STOCK PILE AREA 1' SHALL BE MOVED TO 'STOCK PILE AREA 2' �, 4 15504 �'1 I -n - -194 . FOLLOWING THE EXCAVATION CUT ACTIVITIES. c: - fill ' , f % 94 � ff! II I } . -- I 3. THE 'STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND f I I 194 - - _ . - r'° a 194 ' SOLID WASTE AREA 1' SHALL BE MOVED TO 'STAGING, EQUIPMENT 0• QN f I I� ` 1 WI. � l..:� 1 _ - l / MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE AREA 2' `'G�r zs,~99/ 7 FOLLOWING EXCAVATfON CUT ACTIVITIES. �I` G�1 I 93 1 r trab,... o 4'4C K ORO 1 f f -- --- -- __ 192 ' 4. ALL 'SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING) SHALL BE o`tv- I f� I I 1 193 INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE EXPIRES: 6/30/19 "�'rn� , / , AS SHOWN ON THESE PLANS. r '193 .. _tit if ~ ./ d"" 11 Ar4:1 / I '1 5. LONG TERM SLOPE STABILIZATION MEASURES 'INCLUDING MATTING' SHALL Ii / _ BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. I! O 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED 1 i i n 1*,,- '� I _I ' 192 /// PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 1 1 1 1 Client: f / /4014 -192----______7„._ _ - ' ��♦ r 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING // / / I ; 1st - -- '��.�4, tiQi IP z / ACTIVITIES. JLR EYUSTING 1-STORY �J No D / *WV f 0 O ` ` BUILDING f / ��► ♦ \ -192 - - \I TO REMAIN''\ ff - g - � ���� . „�- - / y f ;` GRADING, STREET AND UTILITY fir zi, I v 1.**ff,.� ��■_/ �\ • - _ _ EROSION AND SEDIMENT 1 + 4l` ' 190n o Ei. '� / - /93 CONSTRUCTION NOTES ...... .---; 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE 1 ' ♦' .+.0.� '\\ \\ • \ \ " f COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE 720 NE Grand Ave. 1.11.1.4 � �. • ` - \ `� \ ' ill" / / AUTHORIZED. ~ � - - �i 18 • i A. VEGI=FATED CORRIDOR AREAS RE4UIRE NATNE SEED MIXES. SEEPortland, Oregon 97232 1"a__ I -- 1 ! •. i \ �' RESTORATION PLAN FOR APPROPRIATE SEED MIX. COORDINATE WITH 1 489- - _ - I- W� /01.0,0.4 ` � \ 0 LANDSCAPE DESIGNER FOR APPROPRIATE SEE MIX AND APPROPRIATE �� I \ � ' S ` �4 \ �r TIMING OF SEED PLANTING. 1 _. 89� ♦♦-. I { 190 \ 9?II ' B. DWARF GRASS MIX {MIN. 100 LB./AC.) Pro ect: a'�*& •.t - 1'�� [ 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 1 iillliiiiiii \ \I_Al 1 �A` ♦741`�, ' ♦ ; , SS \ \ ti 2. CREEPING RED FESCUE (20% BY WEIGHT) �I I \ '. ♦�' + ` ,; f �., \ "� C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) \ ew Building 1� ' rAs • Veli►� 1. ANNUAL RYEGRASS 40% BY WEIGHT i . ' ��7 .,'. %� talri p k ��9 �' 2. TURF-TYPE FESCUE (60% BY WEIGHT) '� 188 ,90 `18g •• ; r 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE 1 `� Ilr�"' \* , ,S` p `� - •, rirrill SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF \ III1111! ,� I91 �` �`1 \ OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED �, 187 - � i % SS fr_._ ���+ �; BEDDING AND REDUCES RUN-OFF VELOCITY. �' �� , ` 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE 2 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH 1 \ / ; ♦ ..♦♦♦� ` _ ` 47 APPROVED MIX AND APPLICATION RATE. ,� `♦��♦♦♦�♦♦' �� ; ,\1 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING � ♦,0.004V.♦� v �, �� EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, 10125 SW Washington Sq. Rd. 190 t ` �j188 �� ` `0" ' OR OTHER APPROVED MEASURES. + \ O �� ♦1 Z89 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED !N A STABLEPar#land, Oregon 97223 it \ I,, ,� ♦�♦' ♦ S , ` I LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, I r` ♦�♦ �� ` ,� / STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW B5 4 i // . '�* 440 ... MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE �" ` iv**1e���. STOCKPILE. Sheet Title: 1 I / •.4 .....,,,.. ��1 6. EXPOSED CUTORF1LLAREAS SHALLBE STABILIZEDTHROUGH THEUSEI' ' / ` / 3 O S \ 189 014/1 OF TEMPORARY SEEDING AND MULCHWG, EROSION CONTROL BLANKETS OR �� = I ► ---, ! // 1\ ,.... , /. /� S � MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER \ ✓\ ` / - L it S - 414 1� APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE Grading 8c Utility 1194-4-47,. Ist / / ADDITIONAL EROSION CONTROL MEASURES. `1ti / �� ��� �: 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST / . Ait 0 ���fa*�. CONTROL MEASURES 1NCLLIDING 7HE APPLICATION OF A FINE SPRAY OF Construction 1 / 1 a , +t WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED �� �� '` N. s 1J -, �_ -ate �� ` :. ` MEASURES. • �8 „ 188 ��' ' 8. CONSTRUOTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF Erosion & Sediment �� , -• ® SS 1 \ !/ CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. \.•-, •� , W r> �` �r'r / ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, Control Plan � \ � ! p ��/ STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE \\ _ ,_ �� •:........:,„, GJ S ,' THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE _ � � � • ''� S _ `'� PROJECT. ` �`\ 18 �� =`_ �' ; �1 ---/ SO r= 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH - -177 \ `' ' PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND THE USE OF APPROVED INLET PROTECTION MEASURES ALL INLET WETLAND � ������r�? \�, � (E) VEGETATED `c` O / $7 '� �r�4' ' MAINTAINED AS NEEDED. \ _176 _ _ \� -$1= CORRIDOR BOUNDARY ,111 S / , �� 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE 18 189 \ J TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF Revisions: SEDIMENT AND SEDIMENT-LADEN WATER. 17g \ �) \\ '�f" =;�, �� ���l�� / 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE O �� \ ,&, �� �• \ ;' 186- '~ ` TRUCKS INA LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN 4 j� • �� n 190 SS v SEDIMENT FENCING. TYP. ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA 17S 87,..)3N.. �♦���Aj�1� / 1 \-- / ! CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE EROSION CONTROL FENCE '" "qk \ ski/- ' ` ` `r• +�•� ` / S f © ' 1 POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING WITH CONSTRUCTION FENCE O' . ! `� ;�� � `� ri , ,/ .4�7 �' PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX 4 ., FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF I 1 AI .175 \ • �� ` \_ 1 � THE CAPACITY. (E) VEGETATED - N �, •�`` ''� / 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE CORRIDOR BOUNDARY 16, ` O �� v, / rr /i I V TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE yy� \ �`� ,�r+��� r8 w / • �` r,�� = ,� PICKED UP AND DISPOSED IN THE TRASH. - \ Ll 0 71111 7� -�f� t _• * f s / ��a • /iiiii . , ..-, 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN OFF 6' � �s.-� ��. �_ _ SO ' ,i y GA, / +l INTO THE STORM WATER SYSTEM. '� < \ q� 14. USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO `_ _ 118 \ ��_ 848 • 41, � "53 •4- � ----Mil... �/ , ./ PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. ,z 177_ - 1 •• s" _` _ :_____ .. r8 _ ' 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN VEGETATED CORRIDOR MITIGATION _.' - 1`• `__- :'� '�� . -� ._ -- � APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE 178 I / , _ 8(h ;` _1&J - MATERIALS TO THE STORM WATER SYSTEM. MILDREN DESIGN GROUP P.C.• 2018 j- -IK€T�q ,^ '--k----,.,179.-- _ _ �� • / 19 ' ALS RIGHTS RESERVED b 4-- -- ^ �� _ _ .---'-',ITCH-- -411111r ' •� / THESE DRAWINGS ARE THE PROPERTY OF -179 - I r---- - - 8S (E) WETLAND BOUNDARY - - °,�° r - l .._ - , �// �' _ MILDREN DESIGN GROUP, P.C., AND ARE _ .� �- NOT TO 6E USED OR REPRODUCED [N ANY L 784 / / 1 VEGETATED CORRIDOR MANNER, EXCEPT WITH THE PRIOR WRITTEN - _ / I • � 11/ MITIGATION AREA / PERMISSION OF MILDREN DESIGN GROUP, P.C. CO VEGETATED - - 17 ��'- ��� 1`''�_ ' I r. ___ CORRIDOR BOUNDARY - 4 _ a = / l ' Date: 01 May 2018 ~ _ g L1s2 7// �%//ice ;r / -iR;,_ �,�`: -4 lE) VEGETATED '', r Drawn by: Checked by: EROSION CONTROL FENCE �- 184 �,- _ CORRIDOR BOUNDARY WITH CONSTRUCTION FENCE !d5� -= _--_� oR - _ �':� 1-___ - _ - -- �-, ���/ AS KJK Him_ / _ ��� 186 --- ` ������=I (E) WETLAND BOUNDARY - -7:-."4"--1---`'-1 �: = �-= i TMR Job Number: 17260 89 191)-_---,,,<-: / 0 - EBSCALE: 1" = 30' 61MII I Sheet 0 15 30 60 Permit Submittal - May 2018 C5.2 MILDREN DESIGN GROUP, P.C. FOR FURTHER INFORMATION FOR FURTHER INFORMATION ! ARCHITECTURE - SPACE PLANNING ON DESIGN CRITERIACSEE ON DESIGN CRITERIA SEE '4/ IT_ 7650 S.W. Beveland, Suite 120 CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION // yTigard, Oregon 97223-8692 PLANNING AND DESIGNAND SEDIMENT O MANUAL. PLANNING NG AND DESISEDIMENT GN MANUAL.MANUAL. Qd\�� • / ANGLE FILTER FABRIC FENCE TO g g y��f,G �S5 �� Sa, til/ ASSURE SOIL IS TRAPPED Voice: 503-244-0552 P� o t� N* Fax: 503-244--0417 ����' OAF e.. D 1 F-.f�5 PPQFZ T 1 • P. P \ 1MK • � _-� ,: •� '- a• a: .D .A•. 14;. . - --I .. i i I T.M. RIPPEY 00 RADIUS = 25' MIN. P a D ► v, ':a p: 0\'� x I VIEW CONSULTING ENGINEERS MINIMUM 12" OVERLAP , AAO , -9.0 OF I�rj? INTERLOCKED AND ATTACH PLAN 7650 SW Beveland, Suite 100 CLEAN PIT RUN OR 3"- 6" CLEAN ROCK �O �S� NOT TO SCALE OF SEAMS. \IASUBGRADE REINFORCEMENT NOR Tigard, Oregon 97223 + . + _ GEOTEXTILE, AS REQUIRED 1w��P Phone: (503) 443-3900 +++ +'+++'+ r + + - SEE NOTE NO. 3 + + + + + + r r + + ++T+' ++'+ 8" MIN. USE STITCHED LOOPS Fax: (503) 443-3700 +++'++ ' ++ • • DEPTH + + + + +• `++++'a++'+ +++++++` +++++ •+++ 3' MINIMUM i�f OVER 2"x 2" POSTS NOTES: ' ' • ' • # + + • • FROM TOE SLOPE. - * + + *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL ., }I11 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. GRAVEL CONSTRUCTION + + + + + + + ' 2. 2"x 2" FIR, PINE OR STEEL FENCE <. D �� ;C'(1 • + + ; r + r 4.r 4.+ r + r + + + + +•+ + •+ +•r r•+ +•+ + • + ENTRANCE CURB RAMP ,, 2 -6 POSTS. `�� �`s + + + + +++'+ + + + r + r + + + + + ! + + + + + '• ` 4 0 3. POSTS TO BE INSTALLED ON UPHILL QCs i NES, /• p + + a + + . + + a + + + + ♦ + a a .' •a `',I�f�� SIDE OF SLOPE. c.�, w 15x504 9 #'+`+• .`+'a'+'++, + * + * + * • ` * * *+ * * ' �r�+�+ r a PAVEMENT 4 a ♦ 4. COMPACT BOTH SIDES OF FILTER •+* ' ' + ' ` • +• •+ +r,• +' •+ # ♦ a 6,. FABRIC TRENCH. + r r . + r + + - + + + + + + + tom? + + r r • r +.'+ a 4 4 _ 114 +•++ + ••r + . +++1. J.+ + «+'+'#+ -+* _ + + + ' . •bl; ,�.; 0.1 - ,\\' 5. PANELS MUST BE PLACED _ \�'\�'\� \ \` \ �" �i `i/ r !!! e> . 4= ;rr i /� C GONDETAIL:&•-• k,'.,i FILTFABC CCDINGTOSPA AY. '.i-.. (�-.. O'::"= • .• • PROFILE • •� ;� NOT TO SCALE EXPIRES: 6/30/19 EROSION CONTROL BARRIER NOTES: A REQUIRED C� TOE OF SLOPE" ❖:i ..•+•.•.•+•.•••.•.•.•*•sS+.�.*i+.*i+.0•i*.*.*i•%*o.*.•••a i.'i+i.......• �••a :•i+:: •:+:::❖;S::+:❖:+:❖:❖:+:::❖:❖:::❖:•:+ilii++❖i❖i+e:44+ ".V PLASTIC SHEETING """••••••••••'••,++••+'•••••+'•••+ " FILTER FABRIC MATERIAL 1- THE ENTRANCE SHALL ALL BE MAINTAINED I N A CONDITION TI O N THAT WILL PREVENT TRACKING OR FLOWING WI N G ••+a•1 ••i+i'�•ii+�+d�•iiiiiii+ilii•.+iiiiii•ii•iaii❖iiiiiii•# +ii! OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND OR ❖••: +❖••••••••••❖+•+❖•••'•••••+'•'+'•'•••+•'+'•'•❖•'+••'•❖••+'•••'+••'+'••� •+•+' 2'-6" .., .....+................................... 36" WIDE ROLLS Client: CLEAN OUT OF ANY MEASURES U SED TO TRAP SEDIMENT" .❖+� ❖.❖.❖.+.❖.❖.❖.❖.❖.❖.❖.+.❖.❖.❖.❖.❖OC.W..• :•.X 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ON TO PUBLIC RIGHT-OF- WAY. '•" '..'•• :••+ "•':• '• • :•":'•`:"•••' •' 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE . . .•.". "".""..".".".."."."...."." .".". '. "• ".. J THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. `�+' •+.•..++t.!.!._.:0 • •�.•+*::::: :•: •++oo-::+;.• -- 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 11 6" t / ` �' `r �� `' / /`I ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED NOTES: FILTERING SYSTEM. 5. DIMENSIONS R 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. SINGLE FAMILY - &'MAXIMUM SPACING - FOR FURTHER INFORMATION 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. 20' LONG BY 20' WIDE 8" DEEP OF 4/4" MINUS CLEAN ROCK. 1'-6" - ON DESIGN CRITERIA SEE 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON COMMERCIALCHAPTER 4 OF CLEAN WATER ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE 1- ON T VIEW SERVICES EROSION PREVENTION FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE AND SEDIMENT CONTRDL 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE PLANNING AND DESIGN MANUAL. 720 NE Grand Ave. Portland, Oregon 97232 PLASTIC SHEET! G CleanWate\ Services CONST U C T I 0 E T A \ C E C1eanWate---.1\?' Services S E VE N T FENCE C1eanWate1.r\ r.Services DRAWING NO. 810 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 DRAWING NO. 875 REVISED 12-16 Project: New Building NOTES: I, - .•• EXISTING GRADE MAY BE USED SHORT TERM Y �� 3' BY 3' MIN AT W/ UTILITY WORK AND W/ 1. WASHOUT FACILITIES SHALL BE / BOTTOM OF PHASING OF DEVELOPMENT ;cc�s�,„■ ���O:I, MAINTAINED TO PROVIDE ADEQUATE .... WASHOUT TO \ ,. ini.n- �� �� 10125 SW Washington S Rd. __ �11�= !ill CONTAIN `,.xn Z- `l Keir, iE ,� .ID-- HOLDING CAPACITY WITH A MINIMUM A :����' ."' "., �,-�� !E A �-, .� i . E � � �- FREEBOARD OF 12 INCHES. CONCRETE -_ ' l t 1" RE BAR FOR BAG REMOVAL ;. 717.717.7447164 �: - �,- 1 mom ii �1 .1 • ii•ikPortland, Oregon 97223 2. WASHOUT FACILITIES MUST BE 4.•: ••'.:.•;:�:_�, 111 ; MI I � � �• I. • i . .-ar a i rid+�.1+._i:- 1l111/.11i 9 s ' iI II' CLEANED, OR NEW FACILITIES MUST -.074144~7014A4* FLOW , • . . • • \--111ir-- !lila�' • ni!;. ,c H. BE CONSTRUCTED AND READY FOR - - IS*�a.S.S•�,�•S,�IA`�� aomit lit IH x1111 ► Illlllfil -: l! H.fr. NI Ill! USE ONCE THE WASHOUT IS 75% II 'a h#1.0,0 ....,...„ MILDREN DESIGN GROUP, P.C. ARCIIITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503--244-0552 Fax: 503-244-0417 T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503)443-3900 Fax: (503) 443-3700 / --( 1 ,' / / / j ' 1 I Ac \ 0 k---\\ '"""I I I r �� I NES ��1lo � Z1/1 15504 y1\ , _ �, Lc)I 0 OI1 1 � \-! 63 " '�4/k �RpC)I I K`� �i ` 0-, / to II • SS ( r� I EXPIRES: 6/30/19 1 Z_.----- ', c- oo •.5. 1. - r".""r.....................w........................., 4, 04 I%' I \O • .,I II P* x y `� j Client: I ` \\ ` , JLR \ Z \ 5S M4 V x :\), , . , , 0 _ _ ____ _ _ _C) u-) •\ \\ \\\\ `\ it o0 184- �, L._.7-------------___L-1190 I �, i \ `\ \ - 9 J ~ -185 , i i i I. .. El \ \ ____ - j - 1b:_]c, v . 1 r _ _______ ___ \� 1 � � � � � � -_ l _ r - ` STA 116+12.5. 67' RT � I /�� - ` � - - 192.17BWALK i = r I • ~ - - - ` - -_ X86 BEGIN TRANSITION 1 �� � / 191 STA 115+00. 62' RT j J 720 NE Grand Ave. - J0 E UTILITY POLE, RELOCATE - - - - - _ - - �� - ' - FFE 191 .25 ( ) 1 t Portland, Oregon 97232 _� - - - 07 187 TO STA 114+68, 67' RT. X i X , , X _ �le- _ f I - 191.98BWALK.9813WALK SSCO (ON-SITE) -- - x - _ - �. Project: _ _ • X~ f X �� , X , , IE 179.00 STA 1 14+68. 67 RT -{� RELOCATED UTILITY POLE 1 - �- ~ --STA 116+27.5. 62' RT 1C0 191.75BWALK 1 .411 641 1 I 1 1 1 --I ;, FROM STA 115+00, 62' RT l ,` _ {E} UTILITY POLE, PROTECT 192 l 191.25 191.07 NE IE 185.50 12 SD) (E) 1 INSTALL NEW LUMINAIRE. d New Building - - - W `�DURING CONSTRUCTION. - ji1- -_ /- 191 y IE 178.80 �6 SS) NEW 0 5 INSTALL NEW LUMINAIRE. 1` 1---->I--- -L__- I Z -11\-19-0.-73 I - --- ( - r i Y - __ ' ` PUBLIC SIDEWALK EASEMENT - -~ - --_ -190 f 190.73 190.79 OHW -- -- --- - ' ''. / " �l - OH V I T C HW - � uri - .� - Ill- _ - 190.70(E) STA 1 14+59, 64' RT STM � � . - STM -_ 7 a. - STvI MATCH • (E) STREET SIGN l97 STA 116+84. 58' RT I STA 116+28.5. 60.5' RT 190.89TC(E)-MATCH / . 10125 SW Washington Sq. Rd. 191.8OTC(E)-MATCH 19057TC(E)-MATCH (E) PUBLIC SDMH 192.37BWALK{E} MATCH 192.30TC(E)-MATCH 190.35G(E) , STA 115+04.5, 53' RT STA 114+68.5, 53' RT Portland, Oregon 97223 RIM 193.70 END SIDEWALK 191.80G(E) 191.20G(E) 189.99G(E) (E) CURB INLET (E) CURB INLET CONSTRUCTION STMw LID EL. 190.58 LID EL. 190.58 -_ 1 GUTTER EL. 189.80 GUTTER EL. 189.87 STM �_____ IE IN 185.40 (12" NORTH) IE OUT 186.10 (12" SOUTH) Sheet Title: ____________________ f , IE OUT 185.10 (12" SE) STA 115+17, STA 114+73. 53' RT Public v Z 190.49TC(E)-MATCH I" 40' RT 189.9513(E) (E) PUBLIC DMH END SIDEWALK RIM 190.45 CONSTRUCTION Improvement IE IN 184.5518" SOUTH) 6" SS 0 2% IE IN 184.55 (18" NW) 55 LF. SEE Plan IE OUT 184.45 (18" NORTH) GUN 24. SW GREENBURG ROAD Revisions: SAN -- fR STA 115+00.5, 11' RT (E) 48" PUBLIC SSMH (SS 35 BD) 1 RIM 191 .10 - - IE IN 177.90 6" WN NEW 117+00 - - - I - - IE IN 177.40 8" N E -- - F I - -- - - -I - IE IN 177.35 6" W E I - - - - + - - - - 116+00 IE IN 177.25 8" S E 115+00 114 IE OUT 177.15 (8" E) E) 4 SEE GUN 24. a L MILDREN DESIGN GROUP P.C., 2018 ALL RIGHTS RESERVED , THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP. P.C.. AND ARE NOT TO USEORUCED IN ANY NOTES: MANNER,gE EXEPT WITH THEOPRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.G. • SW GREENBURG ROAD CENTERLINE STATIONING BASED ON INFORMATION ON THE TOPOGRAPHIC SURVEY PROVIDED Date: 01 May 2018 BY WH PACIFIC, DATED APRIL 2017. • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE Drawn by: Checked by: WASHINGTON COUNTY VERTICAL DATUM. AS KJK TMR Job Number: 17260 I(- SCALE: 1" = 10' l Sheet 0 5 10 20 Permit Submittal -- May 2018 C6 hitimissi01111115".""'•-, i I _ MILDREN DESIGN GROUP, P.C. ii l \ 7650 S.W. Beveiand, Suite 120 I `\ `` `` ---1 Tigard, Oregon 97223-8692 L i �I O (503) 244-0552 1 P L_ O TYP. ..., '- ... WilPaC111C L -- t I ` —• t '- \ ` ` 9755 SW Barnes Rd,Suite 300 I _ ... Portland,OR 97225 [ / J ‘ �- , -, 503-626-0455 Fax 503-526-0775 ` / \ `` ` \ ` www.whpacific-corn I l I I �\ I I I 6, /gr 1 ,( 4. / -- - ) / / i \ ` r - -r- L _i L_ _I !-..-----,..„6' 1 ,,,,) ____ ./ I `, 128 0 / .•.--. ___/ ` ' \i_e__k_ ,. , --___-, 7 j lAr.lia .,7--_. ,,-" ❑ Acmip 129 \. . ,! .; 317 •/ . 1 110 1i -1-_ ,- -, 4i1S TEhid f !!!ice� i / � _.:_i_viiv) . • - rily- ) rip vi ,`� ,� �"� L ' Ky---,.._-. MICHAEL D.SM • + -, la Ir {+ �' •\ J Italk I 4!4!94 I I ', ,' OREGON \ / + 11 L0 1\ /----\,,,,,, O TYP. i Client: 01 JLR ( w /Ar 12 ,v, TG' ��. 13Atte�i`���• _ � ' UI 02 ',\�',,` L -'_..J (_I/ 14 // Pr.--Fmk r, n ' Ti/'` 111 thiNit cl,,,..A_,... 4...„ 720 NE Grand Ave. Ot. 1 , —I — —, • • �■b v. — Portland, Oregon 97232 i 0„ko315 ��� r 130 rriAllariiiiTV �� ,�, f Project: f, ` !o%'' � fns New Building :� � 131 AlpII . .ff--: irir-7. • • __.,..d4k, a if:.:i ) oo i SW Washington Square Rd. o *Illi � �/� �.: 112 © Portland, Oregon 97223 Y-- l-qq44,14,--yi me ` 4�. Sheet Title: . . , 4. N , A ./. 0 • • . . . >_ • • , . , ,h :,, ^ )0, 113114 we �4„ ).I 1`;� 115 � a LANDSCAPE 7,, -.)• - � �;_.-0 3 ,; w � ���, `-'= SCALE 20 0 10 20 0 t„ �� /__,, 116 Iwi—ii PLAN a ,,, 117 `., II �.. �+ „ .;. �, 1 FEET 777--.7 1 INCH - 20 FT. LI] 0 MATCHLINE - SEE SHEET L1.1 >- r Q NOTES: PROPOSED SITE TREE KEY __J„ LL. i Revisions: 7,7 E_ a Li (f) Number PROTECT EXISTING TREE(S) -TYP. Number Symbol Common Name Botanical Name Open (0)/Stand(5) Grown Size _ a_ o 0 PROVIDE AND PLACE 2" DEPTH BARK MULCH IN ALL 101 AR Red Maple Acer rubrum 0 2-1/2" Cal. oj LANDSCAPE BEDS, UNLESS OTHERWISE NOTED. 102 AR Red Maple Acer rubrum 0 2-1/2" Cal. c-' 03 AR Red Maple Acer rubrum 0 2-1/2" Cal. -• . 0 REMOVE EXISTING LANDSCAPE IN PLANTERS NOTED 04 AR Red Maple Acer rubrum 0 2-1/2" Cal. THUS: 05 AR Red Maple Acer rubrum 0 2-1/2"Cal. 1 o OPROVIDE AND PLACE LANDSCAPE ACCENT BOULDER 12 AC Vine Maple Acercircinatum 0 10' 12'Ht, SEE DETAIL 71L1.2. 13 AC Vine Maple Acercircinatum 0 10'-12' Ht. d 2 14 AC Vine Maple Acercircinatum 0 10'-12' Ht. j O PROVIDE AND PLACE 24" DEPTH TOPSOIL IN ALL 15 AR Red Maple Acer rubrum 0 2-1/2" Cal. PLANTER BEDS. 16 AR Red Maple Acer rubrum 0 2-1/2" Cal. 0 0 111 AR Red Maple Acer rubrum 0 2-1/2" Cal. u) 06 PROVIDE AND PLACE 2" DEPTH SOIL CONDITIONER MIX 112 AR Red Maple Acer rubrum 0 2-1/2" Cal. MfLDREN DESIGN GROUP, P.C., 2017, ALL oIN AlL PLANTER BEDS. BLEND INTO TOPSOIL PER RIGHTS RESERVED © 1 _ 10'-12' Ht. 0 SPECIFICATIONS. THESE DRAWINGS ARE THE PROPERTY OF - 114 AC Vine Maple Acer 0 10-12 Ht. MILDREN DESIGN GROUP, P.C., AND ARE UNOT TO BE USED OR REPRODUCED IN ANY D IZ 115 AC Vine Maple Acercircinatum 0 10'-12' Ht. MANNER, EXCEPT WITH THE PRIOR WRITTEN Q O7 REFER TO THIS SHEET FOR PROPOSED TREE KEY. PERMISSION of MILDREN DESIGN GROUP, P.C. a 116 AC Vine Maple Acercircinatum 0 10'-12 Ht. 0REFER TO SHEET LI.2 FOR MATERIAL SCHEDULE, 117 AC Vine Maple Acer circinatum 0 10'-12' Ht. Date: 01 MAY 2018 Q (_`5PLANTING NOTES, 1 AND DETAILS. 128 AR Red Maple Acer rubrum 0 2-1/2" Cal. co o' 129 AR Red Maple Acer rubrum 0 2-1/2" Cal. 1 Drawn by: Checked by: 0 1130 AR Red Maple Acer rubrum 0 2-1/2" Cal. I SBS MDS co ,- 1131 AR Red Maple Acer rubrum 0 2-1/2" Cal. I Job Number: 116139 NOTE: Ln 1 . EVERY TREE PROPOSED FOR SITE LANDSCAPE IS EQUAL Sheet �Wz TO 2-1/2", OR GREATER, CALIPER AT TIME OF PLANTING. L1 .0 a PERMIT SUBMITTAL — MAY 2018 MATCHLINE - SEE SHEET L1. 71q...• .....„ 0 / / / I • ] .•.-i / 118MILDREN DESIGN GROUP, P.C. ....i::ijf ) 06 ;•+;�, ' I ARCHITECTURE + SPACE PLANNING ./NIP Vii*ir4/ 0, 4.----.....„.,„. O / /17650 S.W. Beveland, Suite 120 F, y , / / 1 Tigard, Oregon 97223-8692 d I �,1 . . ��� (503) 244-0552 -__. .,4.0..._- ___,, . \/ ////' ,': i:-... 4.V, * * 0 hc,;ii-'4 .4I-----_, . . -- i � 119 �, �;� '�„ , � - /***1 w *,� �C1111 7 , :.:..i , d 07 .• ♦ ��/ • ���` ` / / / ©� �� PoR and OR 9722W9755 5 Suite 3Q4 it ...) CI 4111.41111.4A \ `�`�-� _ \ � I 503-626-Q455 Fac 503-52S-Q775 L / www-whpBCifiGCOm #.4 ITS.4 ri �i • ,� ct onDW.Z1* f120 �` 1i 6 •.E ‘ .- I\ - lit * 1 �� ', • err •. �-�\ ♦ . ate, \ •� iii 08 1 • /4*0 • 7rfl-7. / 4000 /1/* 4Ir: ,wg -t 4) ,, -___-- \ ipIsTE,,, , , ,, l , .t 6.. .1 , ,,,_, _, / 1 w 4- '-' -.ft, , _, ..xi,_ ir: ._,,. '�• * 317 'd I t 00 ' 4.1% 47 .. .1„. ..,,,...„... 0 0 0 ...kk Act --.. ...*, • • • • • • CO / / ***N •+• -- - - - / 0� �f /''/ ® ��` ;i MICHAEL D.SM H // 4r* • o` /�/ /m/ ft% �. • v 4!4!94 4,7_Gi �� ® ,,�j d OREGON ti illkill, o � � 1121 ��i •11111111111 X11 of41tiNegoil 15 ciii.ir .., , 09 ,,/,4'.�i` '' Sea tP- AE Ag / 00 ' . -,_ , ,,,,.vor '-,..., 1 r . 7 „ ,*�44 �I .��,. b* :� % ,;•.�I` ,� rl Client: * • *4Viligkjibtalle1041 JLR . . se . 0 -. ****4 • )4f IS.leg All- -limp>4* / / itp E 3 41* „.,:&,, , , ;� I/�� 41,....„„3 / 'I i it,,,,,,r4, .411N ) ,. : i 1o4/ 4 74 *S...4 ., .... 4., ,,,, /04.4.,..1a...... „, . • /* �� 0 `,�,, '' 720 NE Grand Ave. iliiiilk 1 ` 19 pi �' Portland, Oregon 97232 111* . . .417./ , 4! i ' /tV18 ®`-. • 4111It ” -- .. ileilit:44442 �t�: • . •.. Project: 20 4 ...1- 23 � � %�*1411;414111;114*-41!.;10/iiirL/11:111:�'� New Building **/ IP .4.41"r Fi0117Acir 414i---0.,_., I . 4414, .., 460 I --,, . +25 __ \ +1-,,,ak.40_ ,... . 21 44 0 •..: 0144*--a• , • --,0,41:;,==,. (04b,,, ,lotfr .7: iii/ tel•-•110opp •'I* i 1yt al-- ` + 1R., Af /RI 1/1 I ,..it, ,,,Ariarty -:-E, , , , + i„ -, No,_,,," . .... _. At k ' t iit /// ' ' - %4 ' - , ,/ . . I Alp ' -.-. 110,/-.4( �••. 27 •�'� ,'0 + 36 /c ±_i' . • + ,��� 4 + + +,, �� / � Q._�! �►� Portland, Oregon 97223 - ak / !got/C 109 �i ' '�betawN125 iii,***� Sheet Title: ... qopealit + +.... .... it*''-'8411 ' + ± -# + . + �• ,�,Ori L o / :'.� 108 I -�w►Mf 1� VEGETATED CORRID4 OR ti�: ja - -_ I _ ��-1 ` VEGETA E CO 0 .( /,� a r►. _+ 40 + +/ +� .,, ��,.` EASEMENT BOUNDARY T I. - \����m \. 33 . 4.111111 e i fij v o + 4, �<0F + ft\ • • 1a6ill i ` - ,iii 4 • k •- • - LANDSCAPE A.�. I ��,� �++ r�� / � � .`l� � 126 _r O 1�• ' .� + ` S� ^` - / • / \ fir- ° cin WETLAND A \ ' +� c + + + /. �� / eF , '/� c,42 + + .��� -, j1 , . ,, PLAN (8,884 SF I 0.20 Ac) + •+ t + + + /: 105 >�11k ._ . ,w �', + + +• . . „/!� .fir, tbiliitioski • o ` �' ��ig + + + + + + kill” 49 21:‘ -‘, •�� _- 54 67piiiii \�� 104 + _. . . _ - _ LI] �r 111 TYP. , + +++ + + ��` �` 59 / , t‘.4799 103 1�+-- -+, + + + � ,� 102 t�/ ,,,,440 1411) - - • --444‘. - _ r ► 'Alr- ,%Z41311 64AP 81Revisions: r� a \ . / -•s : , . ! ' • I • t 58 + �� \, `' •� r , . 100 101 :•4::;:;--:,;"„,,;,:j>:-f; NOTES: __- , ii1,, 14,,.„ 53 ; �R!`` , ; ,. �'.�,�, w _+:1_0711 _ 1 46 ���� ,\ �1�, Ito + � � ;. _ + t .+ fir.� + Tip . .:1�1 ��' ► \ �49 a;� +'� "` �"N 1 CSL ` I +, `, / f) cl , �. , , „ ► � �,� + + 127a 45 47 ,g , -ry 50 �� �'� -� 74 • \ + 97 ` +� / ` llst ��'- r - .� ,, • + 56 ++ + �-+� 60 � � '! 66 ,��7�j1.:.=-• • �' 1 � r , + w�� 96f +I � +O PROTECT EXISTING TREES)-TYP. �. na . r 52 �-. . + i. + .:• 62 ,�' _t - 77 78 - !1...- --,.• 80 ► 4/1\47111:716101......)• '. 2 PROVIDE AND PLACE 2" DEPTH BARK MULCH IN ALL ••�..• ' .� ii t '� _�� _ $ + `o4 O � (( ++ \ ��_- � ,� i 6��. � t � 147:�� 4 iti� .l,i�.; �• 87I8�� + �.-� � +• o LANDSCAPE BEDS, UNLESS OTHERWISE NOTED. •� f -- - 57 `- ! .�1, !' y� y + +. 76 ?' , + /+ + y' + + , LL 70 / + 85 _ $6 ;/, + .` 'PROVIDE AND PLACE LANDSCAPE ACCENT BOULDER _ • /111111111. �� irc ,� o - O VEGETATED CORRIDOR � .. - 414146 �' VEGETATED CORRIDOR �� VIV.;._;.-L_1,4 4 �'' ++ + 89 I + +5EE DETAIL 71L1.2. MITIGATION AREA f - 1 -r � �• Y `...` ENHANCEMENT AREAS 61 ' 65 ; ' "� ;�+_ + + + + .,,��� 3` + } 92 �/�`i, 4 PROVIDE AND PLACE 24" DEPTH TOPSOIL IN ALL (6,844 SF/0.16 AC) IN Q 6,371 SF 10.15 AC IN ; ; , + _r -� , i . N PLANTER BEDS. DEGRADED CONDITION. Hfr '217 DEGRADED CONDITION. 1\72 _ _ 1 •• Ir + `�' -{ `= i 9° ==` + � I' • EW 0 0 PLANT PER LEGEND ON PLANT PER LEGEND ON -_-''' . ,''~ ���. `� ,'i , + ± x� ' 91 i 93 �■ I O5 PROVIDE AND PLACE 2" DEPTH SOIL CONDITIONER MIX SHEET L1.2. / `, i -__- �`. \ ` 41* MILDREN DESIGN GROUP, P.C.. 2017, ALL 0 IN ALL PLANTER BEDS. BLEND INTO TOPSOIL PER SHEET L1.2. I + + 83 — — , �1 RIGHTS RESERVED Q o SPECIFICATIONS. '� • , / �- �` SCALE THESE DRAWINGS ARE THE PROPERTY OF • / 20 0 10 20 MILDREN DESIGN GROUP, P.C., AND ARE F- 0D c_ 6 PROVIDE AND PLACE 2" DEPTH, 314" ROUND ROCK � '' NOT E BE USED OR REPRODUCED IN ANY O VEGETATED CORRIDOR � MANNER, EXCEPT WITH THE PRIOR WRITTEN MITIGATION AREA PERMISSION OF MILDREN DESIGN GROUP, P.C. o MULCH IN PLANTER BEDS WHERE NOTED, SEE DETAIL WETLAND B 6,844 SF 10.16 AC IN / ( FEET ) ( ) / 1 INCH = 20 FT. Date: 01 MAY 2018 Q g 7, VL2.1 SF/0.02 (734AC) DEGRADED CONDITION. �� Drawn by: Checked by: w' '`:.J CUT EXISTING TURF (6" DEPTH)TO ACCOMODATE NEW PLANT PER LEGEND ON 7 " SHRUB PLANTING. SHEET L1.2. SBS MDS o °• ' O REFER TO SHEET L1.1B FOR PROPOSED TREE KEY. Job Number: 116139 Ln i CI REFER TO SHEET L1.2 FOR MATERIAL SCHEDULE, Sheet n PLANTING NOTES, AND DETAILS. ,_ , < < PERMIT SUBMITTAL - MAY 2018 L1 . 1 u_ MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 PROPOSED SITE TREE KEY PROPOSED VEGETATED CORRIDOR TREE KEY .� Average Spacing WithinTWil.PREE KEY i Number Symbol Common Name Botanical Name Open(0)/Stand(5)Grown Size Number Symbol Common Name Botanical Name Open(0)/Stand(S)Grown Stand Grown Trees Size 9755 SW Barnes Rd,Suite 300 Portland,OR 97225 06 AR Red Maple Acer rubrum 0 2-1/2"Cal. 22 AM Big Leaf Maple Acer macrophyllum S 10'O.C. 2-1/2"Cal. 503-626-0455 Fax 503-526-0775 www.whpacific.com 07 AR Red Maple Acer rubrum 0 2-1/2"Cal. 23 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. 08 AR Red Maple Acer rubrum 0 2-1/2"Cal. 24 CD Douglas Hawthorrn Crataegus douglasii S 1010.C. 2-1/2"Cal. 09 AR Red Maple Acer rubrum 0 2-1/2"Cal. 25 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 10'Ht. 10 AR Red Maple Acer rubrum 0 2-1/2"Cal. 26 CD Douglas Hawthorrn Crataegus douglasii S 10'O.C. 2-1/2"Cal. 11 AR Red Maple Acer rubrum 0 2.1/2"Cal. 27 AM Big Leaf Maple Acer macrophyllum S 10'O.C. 2-1/2"Cal. 17 AC Vine Maple Acer circinatum 0 10'-12'Ht. 28 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 10'Ht. 18 AR Red Maple Acer rubrum 0 2-1/2"Cal. 29 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. 19 AC Vine Maple Ater circinatum 0 10'-12'Ht. 30 CD Douglas Hawthorrn Crataegus douglasii S 10'O.C. 2-1/2"Cal. 20 AC Vine Maple Acer circinatum 0 10'-12'Ht. 31 CD Douglas Hawthorrn Crataegus douglasii S 10'O.C. 2-1/2"Cal. CiA,S TE4, 21 AC Vine Maple Acer circinatum 0 10'-12'Ht. 32 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 317 • � 105 AC Vine Maple Acer ci rcinatum 0 10'-12'Ht. 33 AM Big Leaf Maple Acer macrophyllum S 10'O.C. 2-1/2"Cal. • 106 AC Vine Maple Acer circinatum 0 10'-12' Ht. 34 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. N - • 3.___. 107 AC Vine Maple Ater circinatum 0 10'-12'Ht. 35 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 10'Ht. �` MICHAEL D.S i H ? 108 AC Vine Maple Acer circinatum 10 10'-12'Ht. 36 AM Big Leaf Maple Acer macrophyllum S 10'O.C. 2-1/2"Cal. LA 4/41944.7 109 AC Vine Maple Acer circinatum 0 10'-12'Ht. 37 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 10'Ht. 'ô o OREGON 110 AC Vine Maple Acer circinatum 0 10'-12'Ht. 38 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. ; 118 AC Vine Maple Acer circinatum 0 10'-12'Ht. 39 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. I2-1/2"Cal. 4pE iss.- ,C 119 AR Red Maple Acer rubrum 0 2-1/2"Cal. 40 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 120 AC Vine Maple Acer circinatum 0 10'42'Ht. 41 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 121 AC Vine Maple Acer circinatum 10 10'-12'Ht. 42 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. 122 AR Red Maple Acer rubrum IO 24/2"Cal. 43 AM Big Leaf Maple Acer macrophyllum S 10'O.C. 2-1/2"Cal. Client: 123 AR Red Maple Acer rubrum IO 2-1/2"Cal. 44 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. T 124 AR Red Maple Acer rubrum IO 2-1/2"Cal. 45 AM Big Leaf Maple Acer macrophyllum S 10'0.C. I2-1/2"Cal. J L 125 AR Red Maple Acer rubrum 0 2-1/2"Cal. 46 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 10'Ht. 126 AR Red Maple Acer rubrum 0 2-1/2"Cal. 47 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. 127 IAR Red Maple Acer rubrum 0 2.1/2"Cal, 48 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 12-1/2"Cal. 49 AM Big Leaf Maple Acer macrophyllum S 10'O.C. 2-1/2"Cal. NOTE: 50 CD Douglas Hawthorrn Crataegus douglasii IS 10'0.C. 2-1/2"Cal. 1. EVERY TREE PROPOSED FOR SITE LANDSCAPE IS EQUAL 51 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 12-1/2"Cal. - TO 2-1/2", OR GREATER CALIPER AT TIME OF PLANTING. 52 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 110'Ht. ' 53 CD Douglas Hawthorrn ICrataegus douglasii S 10'0.C. 2-1/2"Cal. 720 NE Grand Ave. 54 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. Portland, Oregon 97232 55 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 56 PM Douglas Fir Pseudotsuga menziesii IS 10'0.C. 10'Ht. 57 AM Big Leaf Maple Acer macrophyllum IS 10'0.C. 2-1/2"Cal. Project: 58 PM Douglas Fir Pseudotsuga menziesii IS 10'0.C. 10'Ht. _ 59 AM Big Leaf Maple Acer macrophyllum IS 10'O.C. 2-1/2"Cal. New Building 60 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 61 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. 62 PM Douglas Fir Pseudotsuga menziesii S 10'O.C. 10'Ht. 63 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. r-7 64 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 12-1/2"Cal. n 65 AM Big Leaf Maple lAcer macrophyllum IS 10'O.C. 2-1/2"Cal. O 66 AM Big Leaf Maple Acer macrophyllum IS 10'O.C. 2-1/2"Cal. a 67 AM Big Leaf Maple Acer macrophyllum IS 1010.C. 2-1/2"Cal. SW Washington Square Rd. 68 CD Douglas Hawthorrn Crataegus douglasii IS 10 O.C. 2-1/2 Cal. 0 69 PM Douglas Fir Pseudotsuga menziesii IS 10'0.C. 10'Ht. Portland, Oregon 97223 n 70 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 71 AM IBig Leaf Maple Acer macrophyllum S 10'0.C. 12-1/2"Cal. 72 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. Sheet Title: 73 PM Douglas Fir Pseudotsuga menziesii 5 10'0.C. 10'Ht. o 74 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. >. Q 75 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. 76 PM Douglas Fir IPseudotsuga menziesii S 10'O.C. 110'Ht. o0 77 AM Big Leaf Maple Acer macrophyllum 5 10'O.C. 12-1/2"Cal. LPJ\IDSCPPE ' . 78 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. I2-1/2"Cal. -0 3 79 AM Big Leaf Maple Acer macrophyllum 5 10'0.C. 12-1/2"Cal. cn0 cn 80 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. PLAN ' Q 81 AM Big Leaf Maple Acer macrophyllum 5 10'0.C. 2-1/2"Cal. (L J 1 1 82 PM Douglas Fir IPseudotsuga menziesii S 10'O.C. 10'Ht. I` 83 AM Big Leaf Maple lAcer macrophyllum S 10'0.C. 12-1/2"Cal. 0 84 PM Douglas Fir IPseudotsuga menziesii S 10'O.C. 110'Ht. ,-- 0 85 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 110'Ht. a 86 CD Douglas Hawthorrn Crataegus douglasii S 10'O.C. 2-1/2"Cal. Revisions: Q 87 CD Douglas Hawthorrn ICrataegus douglasii S 1010.C. 2-1/2"Cal. a ° 88 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 10'Ht. LI: -0 89 CD Douglas Hawthorrn Crataegus douglasii 5 10'0.C. 2-1/2"Cal. Q0 _, 90 PM Douglas Fir (Pseudotsuga menziesii IS 10'O.C. 10'Ht. H- - 91 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. H -c0, c 92 PM Douglas Fir Pseudotsuga menziesil 5 10'O.C. 10'Ht. a 0 93 AM Big Leaf Maple 'Acer macrophyllum I5 10'0.C. 2-1/2"Cal. 94 PM Douglas Fir Pseudotsuga menziesii 5 10'0.C. 10'Ht. • 0 95 AM Big Leaf Maple Acer macrophyllum S 10'0.C. 2-1/2"Cal. Q 96 CD Douglas Hawthorm ICrataegus douglasii S 10'0.C. 12-1/2"Cal. ,° . N 97 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. x �, 98 CD Douglas Hawthorrn Crataegus douglasii S 10'0.C. 2-1/2"Cal. v r 99 AM Big Leaf Maple IAcer macrophyllum S 10'0.C. 2-1/2"Cal. 100 PM Douglas Fir Pseudotsuga menziesii S 10'0.C. 10'Ht. MILD101 PM Douglas Fir Pseudotsuga menziesii S 1010.C. 10'Ht. RIGHTSNREESERVED GROUP,DESIGN UP.C., 2017, ALL w P o 0 ' 2-1/2"102 AM Big Leaf Maple Acer macrophyllum IS 10 0.C. Cal, THESE DRAWINGS ARE THE PROPERTY OF Z / MILDREN DESIGN GROUP, P.C., AND ARE I--- 103 PM Douglas Fir Pseudotsuga menziesii IS 10O.C. 10'Ht. NOT TO BE USED OR REPRODUCED IN ANY Q °- 104 CD Douglas Hawthorrn Crataegus douglasii IS 10'0.C. 12-1/2"Cal. MANNER, EXCEPT WITH THE PRIOR OUP,WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. o_ n o Date: 01 MAY 2018 Drawn by: Checked by: - v SBS MDS Q cc c c, Job Number: 116139 Sheet ) CD0 u� fr_ LIIB PERMIT SUBMITTAL - MAY 2018 iu PLANT MATERIAL SCHEDULE -- SITE SITE PLANTING NOTES: QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS / 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. liqmsoo m„, TREES 2. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR TO INSTALLATION. 0/ 1 OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD. MILDREN DESIGN GROUP, P.C. 21 AC ACER CIRCINATUM VINE MAPLE 10'-12' HT. B&B, MULTI-STEM (TOTAL STEM 2-112" CAL.) 3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS, AREA DISCREPANCIES ARCHITECTURE - 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 0/ , DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.27 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. r ' �, EXISTING TREES TO REMAIN 6. IRRIGATION: ALL AREAS SHOWN TO RECEIVE LANDSCAPE, NEED TO BE FULLY IRRIGATED WITH AN AUTOMATIC, UNDERGROUND. IRRIGATION SYSTEM. ,\\ ,' REFER TO GRADING AND UTILITY PLAN FOR IRRIGATION POINT OF CONNECTION. WHPaciflt SHRUBS TREE PROTECTION NOTES: Poo55 PSWs 25,Suite 300 rtland,,OOR R 997225 503-626-0455 Fax 503-526-0775 1. ROOT PROTECTION ZONE/ FENCING -TYPICALLY 1-FOOT RADIUS PER INCH OF TREE DIAMETER (DBH). UNLESS OTHERWISE NOTED ON PLAN. www.whpacific.com XX AKL AZALEA X 'KLONDYKE' KLONDYKE AZALEA #3 CONT. ( ) PROTECTION FENCING CONSISTING OF A MINIMUM 5-FOOR HIGH METAL CHAIN LINK CONSTRUCTION FENCE WILL BE ESTABLISHED AT THE EDGE OF XX BMJ BUXUS MICROPHYLLA JAPONONICA 'GREEN BEAUTY' GREEN BEAUTY BOXWOOD #5 CONT. THE ROOT PROTECTION ZONE AND PERMISSIBLE ENCROACHMENT AREA. REFER TO THE TIGARD URBAN FORESTRY PLAN SECTION 10 PART 1 FOR :14r0 XX PLA PRUNUS LAUROCERASUS ENGLISH LAUREL #15 CONT. ADDITIONAL DETAILS. O XX PLM PRUNUS LAUROCERASUS 'MOUNT VERNON' MOUNT VERNON ENGLISH LAUREL #3 CONT. 2. SEE ADDITIONAL NOTES ON L1.7. XX ROC RHODODENDRON OCCIDENTALE WESTERN AZALEA #5 CONT. cp XX RIM RHAPHIOLEPIS INDICA 'MONTO' INDIAN PRINCESS INDIAN HAWTHORN #3 CONT. r4�r NOTES: • r 1. IF TREES ARE CONTAINED IN BURLAP THEN 0 XX VDI VIBURNUM DAVIDII DAVID VIBURNUM #2 CONT. r I REMOVE BURLAP AND TWINE FROM TOP 1/3 GRASSES OF BALL AFTER STAKING. REMOVE ALL .CS� s T�I�� TWINE AROUND BASE OF TREE TRUNK TO 317 '(/ * XX PAL PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' LITTLE BUNNY FOUNTAIN GRASS #2 CONT. 24" O.C. SPACING . THE FIRST BRANCH. /40;4 2. ROOT BARRIERS (18" X 15', CENTERED ON _GROUNDCOVER ..k...64TREE)ARE REQUIRED FOR ALL ON-SITE ; r TREES WITHIN 4' FROM A PAVED SURFACE. SEE TREE TRUNK STAKING/GUYING DETAIL , ' MICHAEL D.SM , H XX ACTROSTAPHYLOS UVA-URSI KINNIKINNICK #1 CONT. 30" QC SPACING r 4/4/94 r TREE WRAP FROM GROUND TO REMOVE BURLAP AND TWINE FROM TOP INSTALL DUCKBILL MODEL 68-DTS d OREGON XX k°00,700A COREOPSIS 'FULL MOON' FULL MOON COREOPSIS #1 CONT. 24" O.C. SPACING 113 OF BALL AFTER STAKING. REMOVE TREE SUPPORT KIT PER arr r FIRST BRANCH rr �.� ALL TWINE AROUND BASE OF TREE MANUFACTURER'S PRINTED to XX j//d HEMEROCALLIS DAYLILY #1 CONT. 24" O.C. SPACINGBARK MULCH WATER BASIN, 2-112" fir TRUNK TO THE FIRST BRANCH. PLACE DIRECTIONS AND INSTRUCTIONS. 4P h‘: (") DEPTH MIN., 24" DIA. CIRCLE ROOTBALL AT TOP OF MULCH LAYER. USE MODEL DS68 DRIVE ROD AND 1 INSTALL AT LEAST THREE CABLES TREE STAPLE (BELOW GRADE i BARK MULCH WATER BASIN, 2-112" PER TREE. I PLANT MATERIAL SCHEDULE - VEGETATED CORRIDOR STABILIZER) SIZE PER MANUFACTURER'S - DEPTH MIN., 24" DIA. CIRCLE MITIGATION ENHANCEMENT RECOMMENDATION. INSTALL 30-INCH LONG 3/4-INCH Client: SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS 1 SPACING AIL �� PLANTING MIX BACKFILL. BACKFILL 4 SCH. 40 PVC PIPE OVER EACH QTY. QTY. /,\�� PLANTING MIX BACKFILL. BACKFILL �- MIX SHALL CONSIST OF 2/3 NATIVE GUY WIRE BELOW TURNBUCKLE. TT TREES MIX SHALL CONSIST OF 2/3 NATIVE ��� SOIL AND 113 TOPSOILISOIL JLR SOIL AND 1/3 TOPSOIL/SOIL �����1 CONDITIONER MIX. 120 DEGREES (TYPICAL). ii... CONDITIONER MIX. 2 X DIA.OF SCARIFY WALLS AND BOTTOM OF SCARIFY WALLS AND BOTTOM OF ROOT BALL PLANTING PIT. PLAN VIEW 14 13 AM ACER MACROPHYLLUM BIG LEAF MAPLE 2-1/2" CAL. 2 x DIA.of PLANTING PIT. ROOT BALL DECIDUOUS TREE PLANTING DETAIL 1 CONIFER TREE PLANTING DETAIL 2 TREE STAKING/GUYING DETAIL 3 SCALE: N.T.S. L12 SCALE: N.T.S. L1.2 SCALE: N.T.S. L12 720 NE Grand Ave. Si 14 13 CD CRATAEGUS DOUGLAS!' DOUGLAS HAWTHORN 2-1/2" CAL. VEGETATED CORRIDOR SIGN Portland, Oregon 97232 1 PER CWS DRAWING NO. 790 • Project: 14 14 PM PSEUDOTSUGA MENZIESII DOUGLAS FIR 10' HT. New Building + r EXISTING TREES TO REMAIN 2" SQ. BLACK POWDER r COATED STEEL POST .. - /� PLANT CENTER �_ WITH TOP CAP F=1 __1\,__ 0_ SHRUBS o 85 79 + t + t + AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 1 GAL. 2' HT. MIN. SHRUB/GRASS ROOT CROWN ' S SW Washington Square Rd. + + �, FINISH GRADE Portland, Oregon 97223 77) 85 80 + + + BERBER'S AQUIFOLIUM TALL OREGON GRAPE 1 GAL. 6" HT. MIN.; PLANT DISPROPORTIONATELY TO BE SET 1" ABOVE tee% - + + IN THE SE QUAD OF THE MITIGATION LSURROUNDING GRADE. S +� i : �- + + + + + AND ENHANCEMENT AREA bels/-/ MULCH AS SPECIFIED S o ..1 .--t CONCRETE FOOTING 86 80 + + + HOLODISCUS DISCOLOR OCEANSPRAY 1 GAL. 1.5' HT. MIN. CO�,,,�,1,�, z S '`r Ia { I b # Sheet Title: + + f 'L PLANTING MIX BACKFILL. / - N H I , . I D 86 80 + . + . + SYMPHORICARPOS ALBUS SNOWBERRY 1 GAL. 1.5' HT. MIN. �� r s f BACKFILL MIX SHALL CONSIST OF \-EDGE OF PLANT BED, CURB I ..I 2/30 NATIVE SOIL AND 1/3 WALK, FENCE, OR WALL �.:' I . I < TOPSOIL/SOIL CONDITIONER MIX L __ 2" MIN. LANDSCAPE SEEDING 6,844 SF VEGETATED CORRIDOR MITIGATION AREA AND 6,371 SF VEGETATED CORRIDOR ENHANCEMENT AREA DIAMETER OF SCARIFY EDGES AND BOTTOM S = SPACING ON CENTER (O.C) AS SHOWN ON kil12" T ROOTBALL+ PLANT LIST I PLANT o 0, -1- -, + -, + AGROSTIS EXARATA SPIKE BENTGRASS #1 PER 1,000 SF (SEED) NOTES: + + + + + BROMUS CARINATUS CALIFORNIA BROME #1 PER 1,000 SF (SEED) 1. INSTALL SIGN PARALELL TO PAVEMENT AND PLACE , (r) POST 24" O.C. FROM EDGE OF PAVEMENT. SCHEDULE , a + + ELYMUS GLAUCUS BLUE WILDERYE #1 PER 1,000 SF (SEED) v) I SHRUB/GRASS PLANTING DETAIL 4 GROUNDCOVER SPACING DETAIL LARGE VEGETATED CORRIDOR SIGN 6 I- iNOTES & VEGETATED CORRIDOR PLANTING NOTES: SCALE: N.T.S. L1.2 SCALE: N.T.S. L1 .2 SCALE: N.T.S. L1.2 N. 1. REFER TO CWS SPL#17-002745 FOR CONDITIONS OF APPROVAL. 0 Ci 2. PLANTING PLACEMENT TO FOLLOW CWS DESIGN AND CONSTRUCTION STANDARDS - R&O 17-05 APPENDIX A, PLANTING REQUIREMENTS. DETAILS -FINISHED GRADE EMBEDDED BOULDER AS '- oo 3. PRESERVE EXISTING NATIVE SPECIES ON-SITE TO THE MAXIMUM EXTENT PRACTICABLE. OR PLANTING AREA SHOWN ON LANDSCAPE PLAN o_ 4. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION MUST BE REMOVED PER APPROVED METHODS DESCRIBED IN CWS ' Revisions: ,,- 'INTEGRATED VEGETATION AND ANIMAL MANAGEMENT GUIDANCE, 2003'. NATIVE SOIL LANDSCAPE BOULDER St Q o 5. BROADCAST SEEDING IN ALL AREAS OF BARE SOIL FOLLOWING THE REMOVAL OF INVASIVE SPECIES AND PLANTING. �r SCHEDULE EDI411,10: y . 1 MY i c 6. MAINTENANCE: OWNER IS THE RESPONSIBLE PARTY UNTIL THE LANDSCAPE CONTRACTOR HAS BEEN IDENTIFIED. ONCE A CONTRACTOR IS IN PLACE THE SYMBOL SIZE QTY_ C J LANDSCAPE CONTRACTOR SHALL BE LISTED AS RESPONSIBLE PARTY AND SHALL PROVIDE THE DATES OF PROPOSED INSPECTION (MIN. THREE TIMES ../,‘. ��\���� \\ \\�\\�\�` PER GROWING SEASON AND ONE PRIOR TO ONSET OF GROWING SEASON) AND ESTIMATED MAINTENANCE SCHEDULE OVER THE TWO-YEAR WARRANTY / /v/ \/ °' PERIOD. MAINTENANCE INCLUDES BUT IS NOT LIMITED TO PLANT REPLACEMENT, PRESERVATION, AND INVASIVE, NON-NATIVE WEED CONTROL. � �j \ \ 2'X2' //`C/ I� �I��II�I // // !� gil FACE 6 o 7. PLANTINGS WITHIN VEGETATED CORRIDOR SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT MATERIAL AFTER \/\\/�':'li MI����J ! \/ /\�\\/\\/ PLANTING FOR MONITORING PURPOSES. PLANT TAGS SHALL BE VISIBLE AND LIST PLANT SPECIES. ,�\\//\\` r� �'��I \/\\/\/� /��'/�\//��//� � /` .//� / /i ® 3X3 7 �� S 1 /� �\.' .\\�/��/ FACE -▪ ,c COMPACT NATIVE SOIL OR INSTALL o0 - PLANT MATERIAL SCHEDULE - FLOW THROUGH PLANTER COMPACTABLE BASE COURSE TO 4'X4' BEDLINE VARIED PRODUCE UNYIELDING BASE TO SET ® 5 FACE w QTY SYM. BOTANICAL NAME COMMON NAME SIZE REMARKS / SPACING SEE PLAN BOULDERS c O N CV o O co XX - - - - -_ CAREX DENSA DENSE SEDGE 6" HT. PLUG 30% OF MIX, 10" O.C. SPACING PAVEMENT PAVEMENT U) - - - NOTES: MILDREN DESIGN GROUP, P.C., 2017, ALL GROUIPINGS OF 20 MIN. RIGHTS RESERVED EY o _ _ _ _ • dap 1. BOULDERS SHALL BE FREE OF DELETERIOUS SUBSTANCES LIKE o _ 711111474.71/4•7/1.7 � 314"WASHED ROUND CONCRETE, PAINT, ECT. THESE DRAWINGS ARE THE PROPERTY OF 1 / XX JUNCUS PATENS SPREADING RUSH 6" HT. PLUG 70% OF MIX, 10" O.C. SPACING „ MILDREN DESIGN GROUP, P.C.• AND ARE c� GROUPINGS OF 50 MIN. yl y/ i� RIVER ROCK 2. PROVIDE AND INSTALL LOCALLY AVAILABLE LANDSCAPE ACCENT NOT TO BE USED OR REPRODUCED IN ANY Q / � � \�� BOULDERS IN ASSORTED SIZES. SEE SCHEDULE THIS SHEET. MANNER, EXCEPT WIN NE PRIOR WRITTEN '-' a FLOW-THROUGH PLANTER NOTES: \//// \/i\ \ PERMISSION OF MILDREN DESIGN GROUP. P.C. SUBGRADE 3. SUBMIT LANDSCAPE ACCENT BOULDER SUBMITTAL AND PICTURES TO Qo LANDSCAPE ARCHITECT FOR APPROVAL REGARDING SIZES, SHAPES, Date: 01 MAY 2018 1. WATER SHOULD DRAIN THROUGH THE PLANTER WITHIN 24 HOURS AFTER A MAJOR STORM EVENT. WEED BARRIER FABRIC AND APPEARANCE. co m 2. ALL PLANTER COMPONENTS SHOULD BE INSPECTED FOR PROPER OPERATION QUARTERLY, AND WITHIN 24 HOURS OF EACH MAJOR STORM EVENT. 4. BURY 1/3 OF THE BOULDER BELOW GRADE, OR AS DIRECTED. Drawn by: Checked by: -. (7) 3. REMOVE NUISANCE OR INVASIVE PLANTS SUCH AS WEEDS OR BLACKBERRY AND IVY WHEN DISCOVERED. 5. USE ONLY CLOTH STRAPS TO DELIVER AND POSITION BOULDERS. a 6. POWERWASH EXPOSED SURFACES OF BOULDERS AFTER SBS MDS 4. REMOVE AND REPLACE DAMAGED OR DEAD PLANTS. EVALUATE LANDSCAPING AND REPLANT AS NECESSARY TO ENSURE A MINIMUM OF 80% SURVIVAL RATE PLACEMENT, BUT BEFORE PLANTING DO r- , OF THE REQUIRED VEGETATION AND 90% FACILITY COVERAGE. REMOVE NONNATIVE, INVASIVE PLANT SPECIES WHEN FOUND IN THE FACILITY. 5. REMOVE GARBAGE, LANDSCAPING DEBRIS AND OTHER MATERIAL THAT MAY IMPEDE WATER FLOW AND CLOG THE SYSTEM. ROUND ROCK MULCH DETAL 7 LANDCAPE ACCENT BOULDER DETAIL $ Job Number: 116139 Lo,- - 6. CHECK INLET PIPES AND OUTLET STRUCTURE FOR DAMAGE OR MISSING PIECES. INLET PIPES AND OUTLET STRUCTURES SHOULD BE FREE OF OBSTRUCTIONS SCALE: N.T.S. SCALE: N.T.S. Sheet Lr-) LL AND HEAVY VEGETATION. L1.2 L1.2 L 11 7. PROVIDE INSECT AND RODENT CONTROL MEASURES AS NECESSARY. L 1 .2 2 PERMIT SUBMITTAL - MAY 2018 NOTE: LANDSCAPE VEGETATION DEPICTED AT APPROX. 10-15 YEARS AGE SIZE 'hi...pip. ,...... MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 WHPauIlt 9755 SW Barnes Rd,Suite 300 Portland,OR 97225 503-626-0455 Fax 503-526-0775 www.whpacific.com SALES BUILDING 40' PROPOSED LANDSCAPING I30' I — J — l - SHOWCASE ��PROPOSED STREET TREE I = l � ST�+ C20' — I — STORAGE AREA vtr�fpd ///�°F �' 317 jak n:1 Izeri_. -- d �p :.-: ' �Im SW GREENBURG_ RD • 10 --- i -■ .•/ �� (NORTHBOUND) /Lic-----hi HAEL D.SM .v , ^� � � I OREGON T i 1 AE Ag 0' 50' 100' 150' 200' 250' 300' 350' 400' 450' 500' Client: SECTION A-A (VIEW LOOKING NORTHEAST) JLR 720 NE Grand Ave. Portland, Oregon 97232 Project: New Building LIDA FLOW THROUGH PLANTING PROPOSED LANDSCAPING---- r VEHICLE TEST TRACK SALES BUILDING PROPOSED LANDSCAPING 40' I..- I 35' - - ,i 30' — u, 25 - _. — ted FENCE —1-- .Il % PROPOSED LANDSCAPING cn 15' � ''; Ill — I — � -I — ``"s V _ SW Washington Square Rd. 1-217 ONRAMP (NORTHBOUND) ,} �,� ci) Portland, Oregon 97223 0' al g - � STORAGE AREA STORAGE AREA PARKING Sheet Title: 0 ! l I Q 0' 50' 100' 150' 200' 250' 300' 350' SECTION B-B (VIEW LOOKING WEST) - SITE -0O o ( QSECTIONS T I LtJ cD F(11 06 L2_ / /—SALES BUILDING Revisions: Q _ ° o 35' -- Li: w I 30' I — 0 -- EXISTING LANDSCAPE — 25' — I I I I I I - PROPOSED LANDSCAPING--1 PARKING o °' 20, I— t— -- -- SW GREENBURG RD • -- I i STORAGE I FENCE STREET TREE (NORTHBOUND) 0 15' I— — 1 -- I ; -_ 41 A. LAUREL HEDGE _ Et / 10' — ---- �: --- Lc 1--- c Ilini_ 1E1 I I I_ — — _ .,.. 4-7- .......1_,....j...----- - 1 -r,_-,. ---: ---m - v x LTJ 1- � c• N o O u) N, 0' 50' 100' 150' 200' 250' 300' 350' 400' 450' 500' MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED CoO 0 0_ THESE DRAWINGS ARE THE PROPERTY OF _ / MILDREN DESIGN GROUP, P.C., AND ARE D U SECTION C-C (VIEW LOOKING NORTHWEST) NOT TO BE USED OR REPRODUCED IN ANY Q 0_ MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 01 MAY 2018 Q C' SC ALE Drawn by: Checked by: 20 0 10 20 SBS MDS 00 c 1W1 O FEET Job Number: 116139 N 1 INCH = 20 FT. Sheet 1_ L1 .3 u� <, < PERMIT SUBMITTAL - MAY 2018 NOTE: LANDSCAPE VEGETATION DEPICTED AT APPROX. 10-15 YEARS AGE SIZE 71t.....i ....„, MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 WHPacitit 9755 SW Barnes Rd,Suite 300 Portland,OR 97225 503-625-0455 Fax 503-526-0775 www.whpadfic.00m . )CiISTEA, -& 317 • ,p_r4_p___ MICHAEL D.SM 414194 W D OREGON ti Age 4pE Client: 40' -- '-'41"11111" J L R 35' . 30' _ ___._.. i .... I- 25' 25' -- _ - - - -- - —11° 20' i�r Lr�1► - 6'TALL 15 I _ -- - 5' - - 2'' — — - --- =- .. 720 NE Grand Ave. 0, - sid �. ■� Portland, Oregon 97232 I Project: 0' 50' 100' 150' 200' 250' 300' 350' 400' 450' New Building SECTION D-D 6 SW Washington Square Rd. Portland, Oregon 97223 V-; Sheet Title: F- D O >Q S • S ITE 0• 0 :J., 1 SECTIONS 2 w , ._., , , , _ o ,o a_ Revisions: Q o 0_ D U L � p -o d 40' PROPOSED LANDSCAPING - T----4°Z o 0 35' v I- irtuLifto _1 D .- -- AT"' fr or • W I-217 ONRAMP .15, .- - - - - y " /0 (NORTHBOUND) amP o O co U7 5' --- - - - - - MiLDREN DESIGN GROUP, P.C., 2017, ALL STORAGE AREA RIGHTS RESERVED • 8 0' THESE DRAWINGS ARE THE PROPERTY OF SIGN GROUP, P.C., AND ARE NOT TO OED USED OR REPRODUCED IN ANY p U - -- -._. MANNER, EXCEPT WITH THE PRIOR WRITTEN Q d 1 PERMISSION OF MILDREN DESIGN GROUP, P.C. 2 0 0' 50' 100' 150' Q Date: 01 MAY 2018 SECTION E-E ,t- .0, Drawn by: Checked by: SC AL 20 0 10 20 SBS MDS °' ( FEET ) Job Number: 116139 o , � - 1 INCH = 20 FT. Sheet CN / 0- ,iii.• PERMIT SUBMITTAL - MAY 2018 Ll .3• 1 71q.o.w ...., MILDREN DESIGN GROUP, P.C. ARCHITECTURE - SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 .a► Li 9755 SW Barnes Rd,Suite 300 ~ `- Portland. R 97225 I— ` ` 503-626-0455 Fax 503-526-0775 J j O ` www-whpacifiC cAm T--, L 4� LEGEND; I I I 1 O77 ) \ EXISTING TREE TO REMAIN i --,-, -. ---, ( f I „ -iL\A\ ,.:.) i GIS 714 r - =-- L -1 L_ SY +MORS - _ 317 2 IL\-----(:) 1 I I Ij — ” S' . MORE ` 411 ';3.- MICHAEL D.S 6 MAP_EXA EXISTING TREE TO BE REMOVED ,Z 414194 [� I J 89 d: OREGON ti ( , / V AMORE - Cl `SAE Age' \ - , 4, 41111110op AMORE0.-- KEYNOTES: . ( 53 6" MAPLE 111114419CAMORE O EXISTING TREE DRIPLINE Client: 0 1 ! j44 92 O2 PROPOSED TREE PROTECTION FENCING. 6' HT. TEMPORARY JLR I _0 . 1 I n -eri i ! SY'AMORE CHAINLINK FENCING II 50 51 1 3 REFER TO SHEET C2.0 FOR TREE PROTECTION NOTES & DETAILS. SYCAMORECi SYCAMORE 1 O FOR ADDITIONAL INFORMATION REFER TO ARBORIST REPORT II '•' O PREPARED OCTOBER 10, 2013 BY WHPACIFIC, INC. k% 01 1 H 746 8" MAPLE 720 NE Grand Ave. o I, MICHAEL SMYTH, ATTEST THAT THIS TREE PLAN MEETS Portland, Oregon 97232 ' --r=‘ _] 2. . ALL OF THE REQUIREMENTS IN SECTION 10, PART 2, OF �) THE CITY OF TIGARD URBAN FORESTRY MANUAL. u a, Pi n - Project: "C"-- ' H -'` `-7 4 MICHAEL SMYTH, LA New Building PROFESSIONAL LANDSCAPE ARCHITECT (OR#317) Ln X02 55 `" MAPLE �,,, ` 14" MAPLE ► •, H H H w "--> / 54 •---.`r, *1111,.. I 4. o 3" MAPLE „� ,,,,I6 ,,,,, 'N ,„ II , : I for I lr, SW Washington Square Rd. Z - H H H M ::::197223 oircNr11111{ 12" MAPLELu I it Title: LL U W N M M M H H 7 F TREE 7=, _ ,,, o C=2 ':;9; I < ,�� -� PRESERVATION 04 �� 12" MAPLE„ M & REMOVAL L:,, � 10 MAPLE II � ; 71 MATCHLINE- SEE SHEET L1.5 �, 06 p \ I MILDREN DESIGN GROUP, P.C. 12" MAPLE — - S..4, I / f ARCIiITECTURE ■ 5PACE PLANNING *It ��► 7650 S.W. Beveland, Suite 120 ♦'�� • 'a 3.5" PLE i Tigard, Oregon 97223-8692 - • �/ (503) 244-0552 11- H M .10/0- .0.1,r,-*,. /11 ' // .\ ,,..' ,./ i I r , , I '► 4p,,,,„,....,/� � i ♦ 0 . 4" MAPLE -� . 071,100•466.140a -� , , acl‘ ..1"..- 11r.40.1°4, c /. 9755 SW Bames Rd,Suite 300 12" MAPLE N 4 n l Portland,oR s72zs �..0-001 � 4 � � 503-fi26-0455 Fax 503-52fi-0775 A . � ,tiwmr.whpacific.com , : i *0"b...4 K , lit „,... w1S a •=� -„,<,...,,,„_,,_ ,...__ 76 /17 �� ♦ . 41r/* �- � �, �� �� MAPLE 4-111 0 ♦ _ 01ST Z E_ Abir -.›,, 7__,,,, / 4 ��--- -----I_ __/ 317 `S►• g pe iiir , _ ,z::G.__, ® 4,7 ASHApr 77 ,! MICHAEL D.S � --/.:._ _._._ 1 41* MAPL 4!4194ililL0* ` \\\\\ d OREGON ti /#1.St 1* 7C' 4 ' . �--.-1 it �,U 1 � � P :i 4/ V 4111111111' '''.,...- . ,OW41 4 60' - .4;--,„,,,,,„,,,,,,,, ,,, / / /il . i 74:, :,:1, /11111,4104k, 3 ASH 78 iix • // -.,. /En . MAPLE Client: IT : Arl ic 11114* -----, „IpLr, . Alt JLR I MAPL4 �I 5 MAPLE ! , . Air/ i co 2 ►, PLS% ���� ' ` 8"22 it. 4* lift. I HORNBEAM ,,� 4k** 4. \. , i 23 X ��, ,, 6, ,, I � li 21 8" DOGWOOD . i� 16 SYCAMORE + 6" CHERRY •l,, ifil . liet,...- ®f " 720 NE Grand Ave. 77 79 o • 63 0��, . � 9;+MAPLEn • -�lit O / 2" MAL tAyiPortland, Oregon 97232 24 65 , " DOGW000 •" CHER' •- !*/ X • 25 /' �� • Project: � 14"SYCKAMORE � � + 4" D igis /"" 26 r " : I- 22" DOUG FIR 9" MAPLE � 2 POG A OOD New Building 9" MAPLE '. 20 „ =�1 :APLE 4 DOGWOOD 66 - 7411 18" SYCAMORE-. - .( / 29, 5" MAPLE 5" MAPLEX ' �►•r " 09 / \ �% 6" BIRCH f 30 / 10 CHERRY ' ■i�1QQ 12 MAPLE f0 `I 4 4it _.12 1 " OUG FIR - \ A ` .�,�`_/ / op 14" De GFIR / // /� � � / 31" •� ' /�7 ,* i �i�s" rAPLE \,,,_ / r` / \ 16 �� 32 , 12 CHERRY 7" MAPLE �;r;�ei SW Washington Square Rd. zo '. — 8" PINE 8" CHERRY 4 . 73 41111111r / 82 �t Portland, Oregon 97223 \ 15 / • \ `— ♦- / ',. ,._. 33 • 6" MAPLE ' StQ " 1 / 8 MAPLE t012 DOUG FIR / 12 CHERRY ��41* LJ \ \ �/ 34 �/ '411 J/ / , __` " �� I� Sheet Title: Ill a ;\TIA �/. 19 /� 10 PIN *14 i/ ,...: l j � Cr/ —' 18" SYCAMORE '� / 35 72t, ` - O 1 :71 ) X / �/ 8"CHERRY fib 8" MAPLE b` ;, r AA, M LEtr �' \ / 4 - 36 illy �� 7" MAPLE 0 TREE X a _. c o ," -,\ �" 18 �� 12"ASHD ' * 4% 37 j cn / / �. 8" PINE �,,/ / / 7' ,. 44 , " • m 1- I <1 I �j' / / I / T , 12 CHERRY 414rit r • (... :, PRESERVATION Q f = i ,N / 17 ,/ / ?I' o 71 L,� g" ,Apct9" MAPLE „ CD & REM OVAL 0 18 DOUG FIR O / // 69 85 //atilt// 10" CEDA' ' .�\ co }- a_. -. ` , 12" MAPLE � PLAN nom _ , '4YL-.0 r 0 .. Q 3$ 41 , • X �1' LEGEND' 0 7 18" PINE 39 10" PINE111# 70 Revisions: a. c • 10" PINE / �� \ litifs 10" MAPLE 86 o - 0 — \ h 10" MAPLE4 �1 0 c� o' _ 40 -1\A `e r o �- N\ © _ 10" PINE • `\ I I �_ , \ 46 ` �p i a �/ EXISTING TREE TO REMAIN SIL_ / \ 44" 10" MAPLE //T'` illei Lu .--- / \LI o l ______ l 1 , 24 COTTONWOOD 47 49 Fes- o r 10 �` I 10" MAPLE 48 10" MAPLE jt \ • CL. / 0. . 42 ` _ 7 / \ / \ 10 MAPLE \ 7 / / Li' isi �� 10" PINE 4-� la ti / � \ �- 1 / � \ \ \ /�—�\ \ / ,. a) , X- XEXISTING TREE TO BE REMOVEDit I 08" coTTONwooD t 1 / io ,, t 1 ) / ' o 0 E) isi 45 ` / \ �L _/ \ / �� r a EXISTING TREE REMOVEDr a, 4 i j 15" COTTONWOOD / 0■ !ri RIGHTS RESERVED OR N0 MILDREN DESIGN GROUP, P.C., 2017, ALL Q "' 7 2' 444 THESES RES GS ARETHEPROPERTYOFKEYNOTES. ; MILDREN DESGN GROUP, P.C., AND ARE , O sat NOT TO,BEXUSED CEPT OR1%11REPRODUCED MANPRIOR WRITTEN I, MICHAEL SMYTH, ATTEST THAT THIS TREE PLAN MEETS PERMISSION OF MILDREN DESIGN GROUP, P.C. Q EXISTING TREE DRIPLINE0 Lo c, O ALL OF THE REQUIREMENTS IN SECTION 10, PART 2, OF r ■' I (-.1 . 2 PROPOSED TREE PROTECTION FENCING. 6' HT. TEMPORARY THE CITY OF TIGARD URBAN FORESTRY MANUAL. 1 Date: 01 MAY 2018 co Q O CHAINLINK FENCING Drawn by: Checked by: oo 0 0 �� 20 SBS MDS - --- SC ALE N 2 03 REFER TO SHEET C2.0 FOR TREE PROTECTION NOTES& DETAILS. MICHAEL SMYTH, P,�LA 20 L PROFESSIONAL LANDSCAPE ARCHITECT (OR#317) im • O FOR ADDITIONAL INFORMATION REFER TO ARBORIST REPORT { FEET T Job Number: 116139 PREPARED OCTOBER 10, 2013 BY WHPACIFIC, INC. Li; I 1 INCH = 20 FT. Sheet nQ LI "6 uu PERMIT SUBMITTAL - MAY 2018 Number Common Name Botanical Name DBH(in) 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 71q,....mot 3 Maple Acer 12 16 2 Full canopy,straight trunk Remove 4 Maple Acer 10 16 2 Full canopy,straight trunk Remove TREE PROTECTION NOTES: TREE REMOVAL & 5 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 7 Maple Acer12 28 2 Full straight Remove 1. NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT WRITTEN CONSENT FROM THE RETENTION TABLE: canopy,strag 7650 S.W. Beveland, Suite 120 8 Doug Fir Pseudotsuga Menziesii 22 25 2 Healthy canopy,straight trunk Remove Tigard, Oregon 97223-8692 PROJECT ARBORIST AND CITY ARBORIST. 9 Maple Acer 12 12 2 Full canopy,straight trunk Retain 10 DougFir Pseudotsuga Menziesii 9 8 1 Thin canopy, (503) 244-0552 2. TIMELINE FOR CLEARING, GRADING,AND INSTALLATION OF TREE PROTECTION MEASURES:WORK WILL BEGIN WITHIN THREE(3)WEEKS OF g poor health Remove PFT PERMIT INSURANCE BY THE CITY.TREE PROTECTION WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE WORK, CLEARING,AND 11 Birch Betula 6 18 1 Split trunk,very poor health Remove 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 TREE DESIGNATED TO 14 Sycamore Platanus 14 25 1 Full canopy,straight trunk RemoveREMAIN, INCLUDING, BUT NOT LIMITED TO, PARKING EQUIPMENT, PLACING SOLVENTS, STORING BUILDING MATERIAL AND SOIL DEPOSITS, 15 Doug Fir Pseudotsuga Menziesii 12 20 2 Healthy canopy,straight trunk Retain IIIPdC1fi' DUMPING CONCRETE WASHOUT AND LOCATING BURN HOLES. 16 Pine Pinus 20 22 2 Healthy canopy,straight trunk Retain 9755 SW Barnes Rd,Suite 300 4. ATTACHMENTS TO TREES DURING CONSTRUCTION-NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR 17 Doug Fir Pseudotsuga Menziesii 18 22 2 Healthy canopy,straight trunk Retain Portland,OR 97225 18 Pine Pinus 8 12 1 Poor health,thin canopyRetain 5wwwh 0455 Fax sa3-526 0775 PRESERVATION. www.whpacific.com 19 Sycamore Platanus 18 25 1 Crooked trunk,poor health,partially dead canopy Remove 5. PROTECTIVE BARRIER. PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: 20 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 COMPLETELY SURROUNDING 21 Sycamore Platanus 16 22 1 Poor health Remove THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF TREES AS SHOWN. FENCES SHALL BE CONSTRUCTED OF 6' HT. 22 Hornbeam Carpinus 8 14 3 Very good condition Remove CHAIN LINK FENCING. POSTS SHALL NOT BE PLACED FURTHER THAN 10 FEET O.C.APART. 23 Dogwood Cornus 8 18 1 Very poor health Remove 5.2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6) INCHES, OR WITH PLYWOOD OR SIMILAR MATERIAL, OVER 24 Dogwood Cornus 4 10 0 Dead Remove THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. 25 Dogwood Cornus 4 10 0 Dead Remove 5.3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE TREE 26 Dogwood Cornus 4 10 0 Dead Remove 27 Dogwood Cornus 4 10 0 Dead RemoveS'T' PROTECTION ZONE. 28 Dogwood Cornus 2 8 1 Very poor health Remove � I 5.4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE BY EXCAVATION OF A TWO(2) FEET DEEP TRENCH,AT THE EDGE OF THE TREE 29 Cherry Prunus 10 12 1 Very poor health,thin canopy Remove 317 `� PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. 30 Doug Fir Pseudotsuga Menziesii 12 14 1 Decent canopy,straight trunk,ivy infestation Remove ' _ • ,er.:__. 5.5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO AVOID DAMAGE FROM 31 Cherry Prunus 10 12 0 Dead Remove t" MICHAEL D.SM E""4MACHINERY OR BUILDING ACTIVITY. MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT CONSTRUCTION PERIOD BY WATER AND 32 Cherry Prunus 8 19 0 Dead Remove ,� CJ FERTILIZING. 33 Cherry Prunus 12 10 1 Very poor health,underdeveloped Remove 414/94 47Non OREGON F`ry 34 Pine Pinus 10 12 1 Very poor health,competing with adjacent volunteer Remove 5.6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ARBORIST AND CITY ARBORIST AUTHORIZES THEIR '� REMOVAL. 35 Cherry Prunus 18 10 0 Dead (Remove C'�A �� 5.7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS 36 Ash Fraxinus 12 12 1 Poor health,competing with Pine Remove 1'+, SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. USE PLANT MATERIALS WITH COMPATIBLE WATER REQUIREMENTS 37 Cherry Prunus 12 6 1 Poor health Remove 38 Pine Pinus 18 112 1 Poor health,ivy infestation,competing for light Remove TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS. 39 Pine 1Pinus 10 12 1 Poor health,ivy infestation,competing for light Remove 6. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT ARBORISTS 40 Pine (Pinus 10 12 1 Poor health,ivy infestation,competing for light Remove Client: AUTHORIZATION.THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF THE TREE'S ROOT ZONE WITH 41 Pine IPinus 10 112 1 Poor health,ivy infestation,competing for light Retain LIGHT SOILS(NO CLAY)TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE 42 Pine IPinus 10 (12 1 Poor health,ivy infestation,competing for light Retain JLR SURVIVAL OF THE TREE.AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL. 43 Cottonwood Populus 8 15 0 Dead Retain 7. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE, IT 44 Cottonwood Populus 24 35 1 Poor health,split leader, ivy infestation Retain SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE ROOTS. 45 Cottonwood Populus 15 18 2 Good health Retain 46 Maple (Acer 110 16 2 Good health,full canopy,straight trunks Retain 8. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITH THE TREE PROTECTION ZONE OF ANY TREE TO BE PRESERVED WITHOUT THE 47 Maple Acer (10 16 2 Good health,full canopy,straight trunks Retain AUTHORIZATION OF THE PROJECT ARBORIST.THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF 48 Maple Acer 110 14 2 Good health,full canopy,straight trunks Retain AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS 49 Maple (Acer 10 14 2 Good health,full canopy,straight trunks Retain SURFACE. 50 Sycamore Platanus Not included,off site 720 NE Grand Ave. E 51 Sycamore Platanus Not included,off site o 9. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROTECTION ZONE OF TREES TO BE Portland, Oregon 97232 PRESERVED.THE PROJECT ARBORST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED IF THE 52 Maple Acer 6 12 3 Very good health,full canopy Remove CD PROJECT ARBORIST DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. 53 Maple Acer 6 112 3 Generally good health,smaller stature Remove 54 Maple (Acer 3 4 1 Very small stature,poor health Remove r 10. DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR PRESERVATION. 55 (Maple lAcer 3 7 2 Good condition,small stature Remove Project: 0 11. ADDITIONAL REQUIREMENTS.THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES WHICH ARE 56 (Maple Acer 4 17 2 Good condition,small stature Remove co ILCONSISTENT WITH TREE CARE INDUSTRY STANDARDS. 57 Maple Acer 3.5 10 1 Very poor condition,thin canopy,small stature Remove A eW Building 58 Maple Acer 4 10 1 Very poor condition,thin canopy,small stature Remove _ 59 Ash Fraxinus 3 (10 2 Reasonably good condition,small stature Remove _a 60 Ash Fraxinus 3 10 2 Small stature,thin canopy (Remove '— 61 (Maple Acer 2 12 2 Healthy but unmaintained (Remove D o 62 (Maple Acer 2 (12 2 Healthy but unmaintained Remove >- 63 Maple Acer 2 112 2 Healthy but unmaintained Remove 64 Cherry Prunus 6 (8 0 Dead Remove c 65 Cherry Prunus 6 16 0 Dead Remove -o 66 Maple Acer 5 17 0 Dead Remove SW Washington Square Rd. 67 Maple Acer 7 8 0 Dead Remove Portland, Oregon 97223 o F.-- 68 Maple Acer 7 8 0 Dead Remove Q 69 Cedar Cedrus 10 14 2 Stright trunk,good canopy,good condition Remove o ROOT PROTECTION ZONE NOTES 70 Maple Acer 10 8 2 Thin canopy,partially dead Remove (f) Sheet Title: w 71 Maple Acer 9 12 2 Good condition,small stature Remove CL ENCROACHMENT INTO THE ROOT PROTECTION ZONE IS ALLOWED WITH PROJECT ARBORIST APPROVAL AS DESCRIBED IN THE FOLLOWING 72 Maple Acer 8 10 1 Poor health,half dead canopy Remove w 73 Maple Acer 8 10 1 Poor health,half dead canopy Remove o w NOTES: -pc4 74 Maple Acer 5 8 1 Poor health,half dead canopy Remove TREE 0 1. EXCAVATION IN THE TOP 24"OF THE SOIL IN THE CRITICAL ROOT ZONE AREAS SHOULD BEGIN AT THE EXCAVATION LINE THAT IS CLOSEST 75 Maple Acer 5 10 1 Nearly dead,very thin canopy Remove -D — c0- o TO THE TREE. 76 Maple Acer Not included,off site C7-; T2. 77 Maple Acer Not included,off site PRESERVATION THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A PERSON WITH A SHOVEL, PRUNING SHEARS,ANDA 0 o PRUNING SAW. 78 Maple Acer Not included,off site 79 (Maple (Acer 19 (22 1 Thin foliage,poorhealth,undersized Remove & REMOVAE 0 3. 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 >.,, .- • -• 4. IF DONE WITH A BACKHOE(MOST LIKELY SCENARIO), OPERATOR SHALL START THE CUT AT THE EXCAVATION LINE AND CAREFULLY"FEEL" 81 Maple Acer 9 (10 2 (Moderate health,straight trunk (Remove cn o FOR ROOTS/RESISTANCE.WHEN THERE IS RESISTANCE,THE PERSON WITH THE SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES 82 Maple Acer 6 8 1 Extremely poor health,split trunk,half dead canopy (Remove P LAN CL THE ROOTS LARGER THAN 1"DIAMETER. 83 Maple Acer 9 12 2 Thin canopy,straight trunk Remove 7,7 0 84 Maple Acer 9 12 2 Thin canopy,moderate health Remove o a. ° 85 Maple Acer 12 14 2 Thin canopy,good health Retain L: w 86 Maple Acer 10 16 2 Healthy,straight trunk Retain Revisions: a o 87 Sycamore Platanus Not included,off site ,o ;(7-,-; 88 Sycamore Platanus Not included,off site o o 89 Sycamore Platanus Not included,off site o ' 90 Sycamore Platanus Not included,off site 2 91 Sycamore Platanus Not included,off site Q - 92 Sycamore Platanus Not included,off site — 0 1DBH is tree diameter measured at 4.5-feet above the ground level,in inches 0_ 0 2Diameter is the average crown diameter measured in feet N 40/SG identies the trees as either Open Grown or Stand Grown the average crown radius measured in feet w 5HT identifies whether or not the tree is a Heritage Tree(either Y for yes or N for no) cu N 6Cond is the numerical condition rating(0-3)as defined in the Tigard Urban Forestry Manual: oRATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS DECAY O 0 dead to severe decline <30% major scaffold branches >1 scaffold Infested major conks and cavities oO 1 declining 30-60% twig and branch dieback scaffold branches Infested one to a few conks;small cavities g twigspresentonlyat pruning wounds RIGHTS RESERVED 0 F— 2 average 60-90% small small branches MinorMILDREN DESIGN GROUP, P.C., 2017, ALL. Qa- 3 good to excellent 90-100% little or none none None absent to present onlyat pruning wounds 7 THESE DRAWINGS ARE THE PROPERTY OF Pres is the numerical suitability for preservation rating(0-3)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 The tree is a"hazard tree"as defined in chapter 18.120 of the Tigard Development Code and"hazard tree abatement"as defined in Chapter 18.120 in the Tigard DevelopmentCode cannot be completed in a manner that results in PERMISSION OF MILDREN DESIGN GROUP, P.C. 0 -t Ctree retention consistent with tree care industry standards. v . Date: 01 MAY 2018 ._ .. U) 0 1 The tree is dead,in severe decline,or declining but may still be retained if desirable for wildlife or other benefits because it is not considered a "hazard tree"or"hazard tree abatement"could be performed. Drawn by: Checked by: 09 C The tree has average health and/or structural stability that could be alleviated with treatment;the tree will be less resilient to development impacts and will require more frequent management and monitoring after development o• a) 2 than a tree rated as a "3". SBS MDS 3 N % The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts,and will require less frequent management and monitoring afterdevelopment than a tree rated as a "2". Job Number: 116139 ¢Q- w Sheet i— =I-- Qd n a. L1 PERMIT SUBMITTAL_ - MAY 2018 .7 7:ktOlOOF lai......... • i MILDREN DESIGN GROUP, P.C. r —J ,1 \ c-•---:ii '1 ARCHITECTURE - SPACE PLANNING 7650 S.W. Beveland, Suite 120 _ Tigard, Oregon 97223-8692 I L J ;�` _ . (503) 244-0552 . I I I 41:7 _ L J, I . -- I �� WHPacific __ _ 1 ` I I L__-I ` ` 9755 SW Barnes Rd,Suite 300 I r� / ```�_ ```�� `- �- Portland,OR 97225 I _ -. 503-626-0455 Fax 503-526-0775 r re''''--.1 I I J „..,....1 // ` ``\ �\ ` ` `` `` _ (//// r _ _ _ _ www.whpaoific.com ) ------ I / _ \ I _. / •-.... 4,:„Cil S T 4111111111111114p -....... 6� �' 317 ,� .4.ale-c--i - MICHAEL D.SM H �, 4!4194 W 1 .I r , d OREGON / /� /771/ //” � //// 7/////__ // /��///2�//�/i//777771///////////�////////�.,- ' , 04p ��4 p �ti -f - A,gG . + '� / / '..:.: Client: �,�r' I 1 , . : ... .' '... :� 12 ( j ��,\ JLR I ,. . ��1 r� �. .._.._._. . : 1 wari ;. . .. .. .• ..1 1 02 <. .. .. .. . . . . . / J f 1 .. 720 NE Grand Ave. . .•..•.•... . . .. ..•- /: } L. . . .' . I.. .. .I Portland, Oregon 97232 / V.� . . .. . . .. � .. . . .. . . . . ./, ••i a / ;�;� __.:.: _.' }. .�: : :.:.:.:...:.1 /� .` .�% j - s,� Project: ' 03 :� - - - ' .•411: : �' New Budding 1 L 00 \ • . . . . . 15 / Al ____I \... __,,,,t. ,.........., . ...„ , • •, •......._ ........ ....., ••r ., ..... \--.._ 1 I 1II u. .: .: .. ,� �' .•.• '.•. .. .':':' :':'::':'. .\ SW Washington Square Rd. 04 :I I.: Portland, Oregon 97223 I / ]112 �; 0001 Sheet Title: r -,- er ....;.,., .......T444>N„,,,,..:.,--- ...... . ___, ;..„ .. _.. 0 ..., ,.. ,_ __ • 1 ..... ______ _,,, _._•• , , . , / 1 TREE ,.., ‹ _0. ,...„ / i ... .:.:... . . . . :.'/. . .'...'..: '. ,�.. Jjps 113 ,.„.. . , . . , .. . . . � �,� 115 a.•.•.• ,_ .....7,1 CANOPY & • CL —1 , _ ,` : . . ���� SOIL • , , \ . . . . . 1 VOLUME 1 \ K 1-- o MATCHLINE-SEE SHEET L1.9 co ; PLAN a) 4 Q U 0 0- U W. Revisions: 0N U3 2 c O joT I o ce SCALE 1_ c 20 0 10 20 �- ° o 3 U X ( FEET ) j 1 INC H = 20 FT. o v C h o O u) to N. D' O O J1 RIGHTS RESERVED Q - MILDREN DESIGN GROUP, P.C., 2017, ALL U Q Q THESE DRAWINGS ARE THE PROPERTY OF 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. -0' Date: 01 MAY 2018 O a) CI Drawn by: Checked by: 00 c SBS MDS a Job Number: 116139 Sheet ±- ..-.- 1-- <:( a PERMIT SUBMITTAL - MAY 2018 L1 .8 himais ......„. MATCNLINE SEE SHEET L1.8 MILDREN DESIGN GROUP, P.C. . ARCHITECTURE • SPACE PLANNING / 7650 S.W. Beveland, Suite 120 �' ' �, 16 _ \ ./bib ��`\` � / 4 Tigard, Oregon 97223-8692 \ �i ♦����` : 118 2�.�. 1,i lI, , , i (503) 244-0552 I . /' • mm mm /�/ ., 4\\7 _.417.w.:7_,. * „ ' _,. .. • ///' / . 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" ".....4e4f?' / / JLR • 122 � , ►�y ` II4 . ... . . .. ..... . . . . . .. .. .. . .:.„..„..„,... ............ 1 1 • ,... '''gr A "...4If 720 NE Grand Ave. \\ :-: :"::::':::'/ �:. :.:::.:.:.:.:.:.:.:.: � titillpkg!....,i `-'• et of�i," 1 Portland, Oregon 97232 ft/ Alt Applit,„„t,,,.., . :::,:. -.:ii .: 1 • I/ ,, � - gm , ��: : :." \. 1`. ,,,,.... A , • Afi4123 l / OI� :....:.:.. � 1.;: \\ :1 ** ' / Project: 11 : : , ,`._.;'.....:..:.\��� -: ' .� ///. New Building :. f.. .. . . . .. ..... . ••�%�$ (4mss►,'?, • ` • Art � , .. .. ... . ,tib . 'Y ■ .. 20 4* c):::2 ., \ ,, f 22 ltilp ••••.. : : 21..."7.•-•. * / . j /! !'774"/i24 __ 26 "\ / , - 41/ ci, \ . . . . . . i Portland, Oregon 97223 T.--3 . - /. . .. . . . 28 . . . . .. . . . - . - . . - . . . .'\..-------— —'--- -..._...:-., . "./ 4/1/ / leik / ////*/ rD \ , �" \_,.•---- lilt / 14//fritt Sheet Title: • • - O 32 . . 33 z — — � — -� . .. ..'.'.'. ...:� �.. ;! /.::.... MAI" TREE U r ,. •,. C' . ..ill* I / � ` // ../ I. . 411;11bakirk125 1 CANOPY & / / L.% "Mt / tr7,7) cy \ 4/ 7.- ... _. \,/,,istiot, ,,,,,,, , cr , _. / . 1 < / "7- ... -- SO , i -... a, , • . • . • • • • •• • . : :: \ :. t / T • 106 \. Alp- 1� 1IA '' z o \ � � : : 41 tea, / / o I. . �` a` ,� \ LI] -, 43 F � / // VOLUME h \ ^ 39 (,...sir..\ / / 7 ,aT !�� �,t \r collirkt \ • o \� ��m� 105 �� . . . . C7 42 /010:::. ::... ,r' s"kfr, _ ,.,,.. ,.. .. ........................: ft): PLAN ice. .. .. .. .. -- /.. ... .. . .. .. .. . �l\ \ - . . . . - -�'. ... . . . . .. . . 1 f, ! 126 Revisions: e J �\\ . ; a5 " 4/1, . .;::::: :•:•:\\ 1::::::::: : :. . . : :::• :: � • • • • • • 99 102 . . ' ♦� ,/ litia ---- ' '' . .. . . .. ........ ... . . . 46 , — ---- , .. \ „4,4refisi, �� ' �� 58 . . . . . . . .. . . . . .. . .. . . . . . 98 . . . . . . . • ! . ,ori • p 47 ����,t ���� r/� . . ..." . \�. / • •. 67 '. . . .' .' ,. . . . . . .. .". .-. . 1 :: ..... ... .. .. a• . . . . • . . .. . 1Q1 . j"fl o \ 48 ���ji• .,,, • '. . 53 63 �, . ': . .. . .. . .. . �' ./. .. o 5a 4proveg�e,�� 69 . . .. . 95 52 : : 57 : - 6a :. .:. . 62 : : : :: .. .' :' -. .: .: 8a .: . . . . . . . . . . . . . . . . . . . , I • X -`... . . . .�.- .• ,. •• `. . • . . . .. . - ' 77 .. . .." : '. :. .'. .. . . . . . . ." �� 127 \ 61 86 87 88 . 94 : 1 / • S.- ......• 111#1481 i.+....'''. ~��„. . • . - 92 4 MILDREN DESIGN GROUP, P.C., 2017, ALL rte- / \ tea' 83 84 :. . . ... .. .. ... ... . y• • �� / RIGHTS RESERVED (131 T U \ �+ r- :r �/ Q J \ - : • ti; 9a it 41/ THESE DRAWINGS ARE THE PROPERTY OF OR Hi y�,,�••'W • 91 Sire' MILDREN DESIGN GROUP. P.C.. AND ARE 7 \ / ''+s �g NOT TO BE USED OR REPRODUCED IN ANY \ ••:�. ar MANNER. EXCEPT WITH THE PRIOR WRITTEN Q \ \ I PERMISSION OF MILDREN DESIGN GROUP. P.C. 0° ' r \ ` Date: 01 MAY 2018 •• --- - -'' — _ _ // * SCALE > ._-- CO — . 20 0 10 20 Drawn by: Checked by: r f o °' IWII SBS MDS ( FEET ) in i 1 INCH = 20 FT. Job Number: 1 16 139 in 0- Sheet cij 1- 1- L19 o0_ PERMIT SUBMITTAL - MAY 2018 SITE TREE CANOPY TABLE PARKING LOT TREE CANOPY TABLE Open(0)/Stalnd(5) OPEN SOIL COVERED SOIL TOTAL SOIL %OF SITE CANOPY AREA OVER SITE , OVERTREE p COMMON NAME BOTANICAL NAME SIZE AVG MATURE CANOPY Open 10: ,Statnd(S_ OPEN SOIL COVERED.SOIL TOTAL SOIL fi_ DE CANOPY OVER AREA Grown VOLUME it OF VOLUME (c.f.) VOLUME Ic.f.} COVER (5f]. TREE g COMMON NAME BOTANICAL NAME SIZE AVG.MATURE CANOPY proposedGro n VOLUME(€.=.1 VOLUME 41) VOLUME (c.f.I PARKING LOT PARKING LOT(st) 7:kLis - ....,, 01 Red Maple Acer rubrurn 0 2-1/2"Cal. 1,000 0 1,000 40'spread (1,257 st) 17% 211 pfoposed 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 2-112"Cal. 1.000 0 1.000 40'spread(1,257 sf) 60% 760 MILDREN DESIGN GROUP, P.C. 03 Red Maple Acer rubrum 0 2-1/2" Cal. 1,000 0 1,000 40' spread(1,257 sf) 16% 200 02 Red Maple Acer rubrum 0 2-1.,2°Cal 1.000 0 1.000 40'spread(1,257 s1) 42% 522 04 Red Maple AC,er rubrurn 0 2-1/2" Cal, 1,000 0 1,000 40' Spr'pacI(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 rubrum 0 2-112"Cal. 1,000 0 1,000 40'spread(1,257 sf) 18% 231 04 Red Maple Acer rubrurn 0 2-112"Cal. 1.000 0 1.000 40'spread(1,257 sf) 43% 535 7650 S.W. Beveland, Suite 120 05 Red Maple Acer 0 2-112"Cal. 1.000 0 1.000 40'spread(1,257 sf) 42% 525 06 Red Maple Acer rubrum 0 2-1/2" Cal. 1,000 0 1,000 40'spread (1,257 sf) 20% 246 Tigard, Oregon 97223-8692 07 Red Maple Acer rubrum 0 2-1/2" Cal. 1,000 0 1,000 40' spread (1.257 sf) 21% 262 06 Red Maple Acer rubrum 0 2 1. 'Cal. 1.000 0 1.000 40'spread(1,257 sf} 41% 515 (503) 244-0552 08 Red Maple Acer rubrum 0 2 112" Cal. 1,000 0 1,000 40'spread(1,257 sf) 22% 277 07 Red Maple Acer rubrum 0 2-112-Cal. 1.000 0 1.000 40'spread(1.257 sf) 40% 505 09 Red Maple Acer rubrum 0 2-112" Cal. 1,000 0 1,000 40' spread (1,257 sf) 23% 292 08 Red Maple Acer rubrum 0 2-112'Cal. 1.000 0 1.000 40' spread(1.257 sf) 42% 523 09 Red Maple Acer rubrum 0 2-112-Cal. 1.000 0 1.000 40' spread(1,257 st) 41% 516 10 Red Maple Acer rubrum0 2-1/2" Cal. 1,000 0 1,000 40' spread(1,257 sf) 25% 305 10 Red Maple Acer rubrum 0 2-112"Cal. 1,000 0 1.000 40'spread(1,257 sf) 40% 504 11 Red Maple Acer rubrum 0 2-1/2" Cal, 1.000 0 1,000 40' spread(1.257 sf) 47% 585 11 Red Maple Acer rubrum 0 2-112°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% 150 12 Vine Maple Acer circinatum 0 10-12'HL 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 circinatum 0 10'-12'Ht_ 1.776 0 1.776 16' spread (201 sfj 24% 48 WHPacilit 14 Vine Maple Acer circinaturn 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 85% 171 14 Vine Maple Acer circinatum 0 10'-12'HI_ 1.776 0 1.776 16' spread (201 sf) 15% 30 15 Red Maple Acer rubrum 0 2-1/2"Cal. 1,776 0 1,776 40'spread (1,257 sf) 54% 684 15 Red Maple Acer rubrurn 0 2-112-Cal. 1.776 0 1.776 40' spread(1,257 sf) 46% 573 9755 SW Barnes Rd,Suite 300 16 Red Maple Acer rubrurn 0 2-1/2"Cal. 360 634 1,000 40'spread (1,257 sf) 29% 367 16 Red Maple Acer rubrum 0 2-112-Cal. 366 634 1.000 40'spread(1,257 sf) 71% 890 Portland,OR 97225 17 Vine Male Acer circinatum 0 10'-12' Ht. 1.503 0 1,503 16'spread(201 s 61% 122503-626-0455 Fax 503.526-0775 P p 17 Vine Maple Acer circinatum 0 10'-12'Hi_ 1.503 0 1.503 16'spread(201 sf) 39% 79 www.wh Pacirrc.COM 18 Red Maple Acer rubrurn 0 2-1/2"Cal. 1,503 0 1,503 40'spread (1,257 sf) 57% 719 18 Red Maple Acer rubrum 0 2-112"Cal. 1.503 0 1.503 40'spread(1.257 sf) 43% 538 19 Vine Maple Acer circinatum 0 10'-12' Ht. 1,503 0 1,503 16'spread (201 so) 89% 179 19 Vine Maple Acer arcinatum 0 10'-12'HI_ 1,503 0 1.503 16'spread(201 sf) 11% 22 20 Vine Maple Auer circinatum 0 10'-12' HI 1.000 0 1,000 16'spread (201 sf) 100% 201 21 Vine Maple Acer circinatum D 10'-12' Ht. 1,000 0 1,000 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 Acer macrophyflum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 64% 1,247 23 Big Leaf Maple Acer macrophyllum S 2-112°Cal. 1.000 0 1.000 50'spread(1.963 sf) 17'% 330 23 Flig Leat Maple Acer maernphyflum S 2-1/2" Cal. 1,000 0 1,000 50' spread(1,€163 fit) 73% 1,426 33 Big Leaf Maple Acer macrophyllum S 2-112'Cal. 1.000 0 1.000 50'spread(1,963 sf) 2% 45 24 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1,000 0 1,000 20'spread(314 sfl 90% 284 36 Big Leaf Maple Acer macrcphytlum S 2-112°Cal. 1.000 0 1.000 50'spread(1,963 sf) 16% 314 25 Douglas Fir Pscudotsuga menziesii S 10' Ht. 1,000 0 1,000 40' spread (1,257 sf) 59% 740 38 Big Leaf Maple Acer macrophyllum S 2-112-Cal. 1.000 0 1.000 50'spread(1.963 sf) 18% 360 26 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread(314 sf) 843% 271 43 Big Leaf f'1aple Acer macrophyllum S 2-112"Cal. 1.000 0 1.000 50'spread(1.983 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 a 28 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread(1,257 sf) 73% 913 49 Big Leaf Maple Acer macrophyllum S 2 1.�2"Cal. 1.000 0 1.000 50' spread(1,953 st} 17 r6 339 54 Big Leaf Maple Acer macrophyllum S 2-112-Cal. 1-000 0 1.000 50' spread(1,963 sf) 23% 452 S 29 Douglas Fir Pseudolsucld menziesii S 10' Ht. 1,000 0 1,0(10 40' spread(1,257 5$) 59% 745 `� TEA)' '') 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 rubrurn 0 2-112"Cal. 1.000 0 1.000 40' spread(1,257 sf) 39% 494 ¢. als 31 Douglas I lawthom Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread(314 st) 100% 314 112 Red Maple Acer rubrurn 0 2-112-Cal. 1.000 0 1.000 40' spread(1.257 sf) 68% 855 y 317 32 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread(314 sty 69% 216 115 Vine Maple Acer circinatum 0 10'-12'Ht_ 1,000 0 1.000 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% 1,336 118 Vine Maple Acer circinatum 0 10012"HI 1.000 0 1.000 16' spread(201 sl) 45% 90 34 Douglas Fir Pseudotsuga rmenziesii S 2-1/2"Cal. 1,000 0 1,000 40'spread(1,257 sf) 57% 77 MICHAEL D.SM H 119 Red Maple Acer rubrurn 0 2-112'Cal. 357 862 1.239 40'spread(1,257 st) 16% 194 C 35 Douglas Fir Pseudotsuga mert[iesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 62% 776 I+ 4/4/94 36 Big Leaf Maple Acer macrophyllum 5 2-1/2"Cal, 1.000 0 1,000 50'spread (1.963 sf)) 74% 1,452 120 Vine Maple Acer circinatum 0 10'-t2'Hi 312 688 1.000 16'spread(201 sf) 41% 117 d OREGON 37 Douglas Fir Pseudotsuga menziesii S 10' I it. 1,000 0 1,000 40'spread (1,257 sf) 94% 1,177 121 Vine Maple Acer circinatum 0 10"-12"HI_ 252 748 1.000 16'spread(201 sf) 61% 122 "(5)0, `�� 38 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 77% 1,513 � Q C4- 39 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1,000 0 1,000 20'spread(314 sf) 84% 264 Total Qualifrying Mature Tree Canopy Area: .1.2,388 SQ.FT. PE+, A 1" 40 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1,000 0 1,000 20'spread{314 sf) 100% 314 (sum of canopy area aver parking lot 41 Douglas Hawthorn Crataegus douglasii S 2-112" Cal. 1,000 0 1,000 20'spread (314 sr) 100% 314 42 Douglas Fir Pset,dntsuga menziesii S 10' HI. 1,000 0 1,000 40' spread(1,257 St) 64% 804 Client: 43 Big Leaf Maple Acer macrophyllum S 2-1/2" Cal. 1,000 0 1.000 50' spread (1,963 sf) 78% 1,532 44 Big Leaf Maple Acer macrophyllum S 2-1/2" Cal. 1.000 0 1,000 50' spread (1,963 sf) 61% 1,190 L i r R 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 46 Douglas Fir Pseudotsuga menziesii 5 10' I-II.. 1,000 0 1,000 40'spread(1,257 sf) 56% 703 47 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread(1,257 sf) 55% 690 48 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1,000 0 1,000 20'spread(314 St) 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 2-112" 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`10 693 53 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 54 Big Leaf Maple Acer macrophyllum S 2-1/2" Cal. 1,000 0 1,000 50'spread(1983 sf) 73% 1,442 55 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal, 1,000 0 1,000 20'spread(314 sf) 100% 314 r 1 720 NE Grand Ave. 56 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 71% 891 7, 9 \ I Portland, Oregon 97232 57 Big Leaf Maple Acer rmacrophyffulm S 2-1/2" Cal. 1,000 0 1,000 50' spread (1,€6 i sf) 65% 1,282 I 4. 9989 1 I QUALIFYING MATURE CANOPY COVER 58 Douglas Fir Pseudotsuga menziesii S 10' Ht, 1.000 0 1,000 40' spread (1,257 sf) 100% 1,257 \ / EXISTING/PROPOSED TREE I 59 Big Leaf Maple Acer macrophyllum S 2-1/2" Cal. 1,000 0 1,000 50'spread (1,963 sf) 96% 1,891 \ / 60 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1,000 0 1,000 20'spread(314 sf) 94% 295 _ OPEN SOIL VOLUME Project: 61 Big Leaf Maple Acer macrophyllum 5 2-1/2" Cal. 1.000 0 1,000 50'spread (1.963 sf) 57% 1,118 62 Douglas Fir Pseudotsuga menziesii S 10' I It. 1,000 0 1,000 40'spread (1,257 sf) 84% 1,052 - - - - - - - * New Building ° INDIVIDUAL TREE MATURE CANOPY OUTLINE ' � ` 63 Douglas Hawthorn Crataegus douglasii S 2-112" Cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 [.!.......%.00...-0;00‘„•. . • .• COVERED SOIL VOLUME 64 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal, 1,000 0 1,000 20'spread(314 sf) 100% 314 65 Big Leaf Maple Acer macrophyllum S 2-1/2" Cal. 1,000 0 1,000 50'spread (1,963 sf) 73% 1,432 66 Big Leaf Maple Acer macrophyllurm S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,983 sf) 98% 1,925 67 Rig l Pat Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0) 1,000 50'spread (1,9413 Sf) 100% 1,963 QUALIFYING MATURE CANOPY INCLUDES AREAS DIRECTLY OVER THE PARKING LOT SURFACE AND AREAS THAT ARE SURROUNDED ON AT LEAST 3 68 Douglas Hawthorn Crataegus douglasii S 2-1/2" cal. 1,000 0 1,000 20'spread(314 sf) 100% 314 SIDES BY EITHER CURB OR HARD SURFACE PAVING. THIS INCLUDES BUT IS NOT LIMITED TO PARKING LOT ISLANDS AND PLANTING AREAS BETWEEN 69 Douglas Fir Pseudotsuga menz esii S 10' 1-tt. 1,000 0 1,000 40'spread (1,257 sf) 100% 1,257 THE PARKING LOT AND SIDEWALK. 70 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal, 1,000 0 1,000 20'spread (314 sf) 64% 200 •• 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 macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 53% 1,045 SW Washington Square Rd. 73 Douglas Fir F'Seurtotstrga rmr nriesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 Sf) HH% 1,101 74 Douglas Fir Pseudotsuga menziesii 5 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 75 Douglas Hawthorn Crataegus douglasii s 2-1/2"Cal. 1,000 0 1,000 20'spread(314 st) 64% 200 TOTAL QUALIFYING MATURE TREE CANOPY AREA12,388 S.F. 76 Douglas Fir Pseudotsuga rnenaesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 88% 1,101 CANOPY AREA DIRECTLY OVER PARKING LOT} PARKING LOT TREE SOIL VOLUME REQUIREMENTS 0 77 Big Leaf Maple Acer macrophyllum 5 2-1/2"Cal. 1,000 0 1,000 50' spread (1,963 sf) 94% 1,844 O 78 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal. 1,000 0 1,000 20'spread (314 sf) 100% 314 Sheet Title: >- 79 Big Leaf Maple Acerrmacrophyllurn S 2-1/2" Cal. 1,000 0 1,000 50'spread (1.983 sf) 100% 1,963 % CANOPY COVER 37% MIN. SOIL VOLUME REQUIREMENT(C.F. PER TREE) b 80 Douglas Hawthorn Crataegus douglasii S 2-1/2"Cal, 1,000 0 1,000 20'spread (314 sf) 84% 264 MINIMUM CANOPY COVER 30% 1,000 C.F. TREE Z81 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread (1,963 sf) 100% 1,963 Q (, 82 Douglas Fir Pseudotsuga rnerlciesii S 2 Gal. 1,000 0 1,000 40'spread (1.257 sf) 60% 754 0 - 83 Big Leaf Maple Auer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50' spread (1.963 sf) 80% 1,562 STREET TREE SOIL VOLUME REQUIREMENTS CANOPY & o6 84 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1.257 sf) 61% 766 h-' 85 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread (1,257 sf) 93% 1,173 `.0MIN. SOIL VOLUME REQUIREMENT PER TREE) SOI L a.i Q 86 Douglas Hawthorn Crataegus dcciglasii S 2-1/2"Cal, 1.000 0 1,000 20'spread (314 sf} 100% 314 (C.F. -- 87 Douglas Hawthorn Crataegus douglasii S 2 1/2"Cat. 1,000 0 1,000 20'spread(314 sf) 100% 314 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. 0 89 Douglas Hawthorn Crataegus dociglasii S 2-1/2" Cal, 1,000 0 1,000 20'spread(314 sf) 100% 314 VOL U M E [_,,i r 90 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread(1,257 sf) 61% 769 E) 91 Douglas Fir Pseudotsuga menziesii S 10' 1 It. 1,000 0 1,000 40'spread(1,257 st) 53% 667 TOTAL SITE AREA 195,448 S.F. 0_ 92 Douglas Fir f SPLXlotfiugr rnerinesii 5 10' Ht. 1,000 0 1,000 40' spread(1,257 st) 663% 786 TOTAL QUALIFYING MATURE TREE CANOPY AREA90,587 S.F. PLA N ___,j 93 Big Leaf Maple Acer macrophyllum S 2 1/2"Cal. 1,000 0 1,000 50'spread(1,963 sf) 57% 1,119 n 94 Douglas Fir Pseudotsuga rncnziesii S 10' Ht. 1,000 0 1,000 40' spread (1,257 sf) 94% 1,179 o 95 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50' spread (1,053 sf) 99% 1,052 % CANOPY COVER 45% 0 96 Douglas Hawthorn Crataegus douglasii s 2-1/2"Cal. 1,000 0 1,000 20'spread (314 sf) 100% 314 MINIMUM CANOPY COVER 33% Revisions: 97 Douglas Fir Pseudotsuga menziesii S 10' I It. 1,000 0 1,000 40'spread (1,257 sf) 100% 1,257 98 Douglas Hawthorn Crataegus douglasii 5 2-111" Cal. 1,000 0 1,004) 20'spread(314 fit) 100% 314 al 99 Big Leaf Maple Acer macrophyllum S 2-1/2"Cal. 1,000 0 1,000 50'spread(1,963 sf) 100% 1,963 • 100 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread(1,257 sf) 100% 1,257 o o 101 Douglas Fir Pseudotsuga tneriziesii 5 10' Ht. 1,000 0 1,000 40' spread(1,257 sf) 96% 1,202 102 Big Leaf Maple Acer macrophyllum 5 2-1/2"Cal. 1,000 0 1,000 50'spread(1,963 sf) 98% 1,916 1- c 103 Douglas Fir Pseudotsuga menziesii S 10' Ht. 1,000 0 1,000 40'spread(1,257 sf) 100% 1,257 ~ 0 O µ-' 104 Douglas Hawthorn Crataegus douglasii S 2-1/2" Cal. 1.000 0 1,000 20'spread(314 sf) 100% 314 a 0 105 Vine Maple Acer circinatum 0 10'-12' Ht, 1.000 0 1,000 16'spread(201 sf) 100% 201 °X' 106 Vine Maple Acer circinatum 0 10'-12' I-It. 1,000 0 1,000 16'spread(201 sf) 100% 201 ----- 107 Vine Maple Acer circinatum ❑ 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 o r 108 Vine Maple Acer circinaturn 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 a 0 109 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 cn N 110 Vine Maple Acer circinaturm 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 b- 111 Red Maple Acer rubrum 0 2-1/2" Cal. 1,000 0 1,000 40' spread(1,257 st) 61% 763 o 112 Red Maple Acer rubrum 0 2.1/2" Cal. 1,000 0 1.000 40'spread(1,257 sf) 32% 402 113 Vine Maple Accr circinatum 0 10012' Ht. 1,000 0 1,000 16'spread(201 sf) 100% 201 MILDREN DESIGN GROUP, P.C., 2017, ALL Ci Q 114 Vine Maple Acer circinatum 0 10'-12' Ht, 1.000 0 1,000 16'spread(201 sf) 100% 201 RIGHTS RESERVED Q a_ 115 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1,000 16'spread(201 sf) 32% 64 THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE O 116 Vine Maple Acer circinatum 0 10'-12' Ht. 1,000 0 1.000 16'spread(201 sf) 100% 201 NOT TO BE USED OR REPRODUCED IN ANY 1-- O L MANNER, EXCEPT WITH THE PRIOR WRITTEN Q 0117 Vine Maple Aeer circinatum C) 10'-12' HI, 1,000 0 1,000 16 spread(201 St) 100% 201 PERMISSION OF MILDREN DESIGN GROUP, P.C. 118 Vine Maple Acer circinatum 0 10'-12' HI 1,000 0 1,000 16'spread(201 sf) 55% 111in es 119 Red Maple Acer rubrum 0 2-1/2" Cal. 1,000 0 1,000 40'spread (1,257 sf) 67% 845 Date: 01 MAY 2018 r- 0 120 Vine Maple Acer circinatum 0 10'-12' Ht. 312 688 1,000 16'spread(201 sn 42% 84 - 121 Vine Maple Acer circinatum 0 10,-12' Ht. 252 748 1,000 16'spread(201 sf) 39% 79 Drawn by: Checked by: o , 122 Red Maple Acer rub rum 0 2-1/2" Cal. 1.000 0 1,000 40'spread (1,257 sf) 100% 1.257 ca -0 123 Red Maple Acer rubrum 0 2-1/2" Cal. 48 402 450 40'spread (1,257 sf) 21% 259 SBS MDS L 124 Red Maple Acer rubrum 0 2-1/2" Cal. 48 402 450 40'spread (1.257 sf) 34% 433 125 Red Maple Acer rubrurn 0 2-1/2" Cal. 48 432 480 40'spread (1,257 sf) 37% 462 Job Number: 116139 n ,- 1243 Red Maple Acer rubrurn 0 2-112"Cal. 49 432 480 40'spread (1,257 sf) 39% 488 Ii z 127 Red Maple Acer rubrurn 0 2-1/2" Cal. 48 360 408 40'spread (1.257 sf) 27% 342 Sheet Q Q Total Quallflying Mature Tree Canopy Area: 90,587 SQ.FT. L 1 10 ( urn at canopy area over the site) PERMIT SUBMITTAL - MAY 2018 MATCHLINE -SEE SHEET1R1.074k1.,...• -...,. \� / 0 it ��♦ ` MILDREN DESIGN GROUP P.C. ♦ 4t ..x �/ ♦ ` �❖ I ARCHITECTURE SPACE PLANNRVG , � • •. 77 7650 S.W. Beveland, Suite 120 sem♦, I �/ Tigard, Oregon 97223-8692 74.0 �./ /� ♦� (503) 2440552 / / .. • \ K__; , , *'°. ;''4.. /�♦ /?---I �♦ / II° i // aci C . P755 SW R 97 R5,Suite 300 . 503-626-0455 Fax 503-526-0775 .., _. -___---_, ,„ , ._. ,__,/ ♦ / 2 9 ` � Portland,OR 97225 ♦ /♦, ./* .4. / www.whpacific.com •..„..................... i I krivemiror f________. -0. __ *41PlittAlp i:: / 10♦ .�► -........""\„74444%,- ' ,.. ________ ___ / , )ci 1 s T4 i w i&44,_. t4pAripior 47 11 \ . 7 ----- __ , 317•,\ /. ' ,. J` MICHAEL D.SMYTH // , , /�.--r = ♦' 4AtiPt4po OREGONo. :J , .,\� fe AE I,g II // , ` 4Pd/tip ... . `1 IIA , 41P:1,1 , 0lir i� / ♦ O♦♦i /\ , w. ♦ C Client: ♦ ♦ lltiy r JLR , 7* Api.« I O irJewal, *ittriortier -, ip -..,* At4./is ''''' ..,.,,,.'" ,\,44.4. 110 .11* 4Pittillit , At* Ay , _ / it., 4111* iyi4: � � � � plit Slip/ 720 NE Grand Ave. %le Portland, Oregon 97232 ** AP 41 v �� .;=. r ���■ Project: y // �� 1 \/ / 4/4 lit14448%"4. ,.,7i ♦ '' New Building �` rell ' l \ x 1 Ifit ` \ ! 411110/ i ■ 1 \ �` / I 0 \ A , 1 , /c ci `�. ♦ / / . / • / SW Washington Square Rd. `` ♦ 4c<.w / / 1 1• ip7,t •...,. ,( Portland, Oregon 97223 • lt / I* CC - 1* 4 / 1 / .....t. 0 ♦ \ h --� ` / 1 , x Sheet Title: ,..., li /io � ♦ 4 \ r ' �+ � � Aii , i D . �/ / 4 ■ U Q `. \ ` '// / / '7'. 4 ` 4 a �• 1 0o x `�` \ ® / / / :. ib 1,'. AV* I . �• / �� ,�■ IRRIGATION '‘4611W4IP -,7, „ . 'iliki, , , . ■ . _, , _, . ;.1 PLAN • r_ 4trili . )'Abs., i .,. ' ,) oI k. \ �� X ^ / _ ) �■ 1kc- ! 17 x / / \ 4111k � I CO o ! _ / / \ ■ a — .... ... r / I /f ; 1 Revisions: >z -6 .._ __- — ! ! . \ ( • 1 ..... _Jo -„. ... / ----.. ) Artills,* _10 �.._----- - ` ! vL \ 4* ' ""ft ! is -,, I li) tat ill 0 o GENERAL KEY : HEAD KEY : � ` —, � ... .... \ , �� �" s = SCHEDULE 40 PVC SLEEVES -SIZE AS NOTED HEAD COMPANY& CAT. NO. RADIUS G.P.M. P.S.I. )T11.411 ` ` ` ' \ ) , �1le dr ! J I■ - 0 d O RAIN BIRD MPR 10 SERIES 10 .39 - 1.57 30 ` _ �•- / l o u CLASS 200 PVC IRRIGATION MAINLINE INSTALL ON RAINBIRD RD-06-S-P30 BODIES 32 x ► ... .... _ / /�`� Of J U i ` / �� 4 1 a CLASS 200 PVC IRRIGATION LATERALS RAIN BIRD MPR 12 SERIES 12 .65-2.6 30 r• ` / ...:INSTALL ON RAINBIRD RD-06-S-P30 BODIES ... -... / al*�o —3 �— i POINT OF CONNECTION AND BACKFLOW PREVENTION DEVICE, PER DETAIL _ / a■ N a 1/IR1.2 BACKFLOW PREVENTOR SIZE TO MATCH MAINLINE L O RAIN BIRD MPR 15 SERIES 12 .93- 3.7 30 4 ! INSTALL ON RAINBIRD RD-06-S-P30 BODIES � i +♦ li■ cn o 0 2" DOUBLE CHECK VALVE, PER DETAIL 5/IR1.2 A RAIN BIRD MPR 15 S.S.T STRIP 1.2 30 **/ I o X MILDREN DESIGN GROUP, P.C., 2017. ALL \ INSTALL ON RAINBIRD RD-06-S-P30 BODIES " - 16* ■ �zlcl�rs RESEizvEDa q, RAIN BIRD 5-LRC- 1" QUICK COUPLING VALVE, PER DETAIL 4/IR2.2. SC ALEn_ 0 RAIN BIRD MPR 15 E.S.T STRIP .61 30 40x THESE DRAWINGS ARE THE PROPERTY OF Q � 20 0 10 20 MILDREN DESIGN GROUP, P.C., AND ARE D 0 1" MANUAL DRAIN VALVE, PER DETAIL 3/IR1.2. INSTALL ON RAINBIRD RD-06-S-P30 BODIES NOT TO BE USED OR REPRODUCED IN ANY 0 MANNER, EXCEPT WITH THE PRIOR WRITTEN 6- p e • RAIN BIRD 506-PL-PC-SAM-R-SS SERIES ROTOR PIPE SIZING - CLASS 200 PVC GENERAL NOTES: PERMISSION OF MILDREN DESIGN GROUP, P.C. ¢ RAIN BIRD P.E.B.-PRS SERIES ELECTRIC VALVES 5000-MPR-30 NOZZLES 30 1.4-2.96- 5.78 45 IN THE HYDRAULIC DESIGN AND PIPE SIZING, 1. SEE SHEET 1R12 FOR IRRIGATION DETAILS AND GENERAL FEET ) N) . DO NOT EXCEED THE FOLLOWING G.P.M OF IRRIGATION NOTES. 1 INCH = 20 FT. Date: 01 MAY 2018 O a C RAIN BIRD ESP-SMTE (12 STATION) SMART CONTROLLER. CONTROLLER TO • RAIN BIRDRWS-B-C-1404 ROOT WATERING BUBBLER 1.0 30 WATER USAGE PER SCHEDULED PIPE SIZE. / Drawn by: Checked BE LOCATED (PEDESTAL MOUNTED) INSIDE PERIMETER FENCE (VERIFY WITH TUBES. INSTALL TWO (2)TUBES PER TREE. by: co 0, COR). REQUIRED TO HAVE 110 POWER SUPPLY ON A DEDICATED CIRCUIT. FLOW PIPE SIZE 2. PROTECT EXISTING TREES AGAINST CONSTRUCTION O EXTEND WEATHER SENSOR WIRING TO EQUIPMENT GARAGE AND MOUNT NOTE: USE HE--VAN SERIES NOZZLE WHERE REQUIRED TO 1 - 12 GAL. 3/4" CLASS 200 PVC DISTURBANCE. HAND TRENCH IF NECESSARY WITHIN DRIP SBS MDS WEATHER SENSOR ON ROOF PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AREAS. 12 -20 GAL. 1" CLASS 200 PVC LINES OF PROTECTED EXISTING TREES. SEE SPECIFICATIONS. • COORDINATE PLACEMENT OF WEATHER SENSOR WITH COR. 20-30 GAL. 1 1/4" CLASS 200 PVC Job Number: 116139 in 30-45 GAL. 1 1/2" CLASS 200 PVC © CONTROL VALVE NUMBER. 45-60 GAL. 2" CLASS 200 PVC Sheet L Q a © 1" GPM, AND VALVE SIZE. IRI . 1 © n PERMIT SUBMITTAL - MAY 2018