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Home My WebLink AboutSDR2021-00001 approved plans Attachment 1 ASSISTED LIVING AND MEMORY CARE TIGARD , OR CEDARBROOK .. _. -�4_ , __Amiiiih..„ __-. _ . -Nal O 11 • i ` 1 -t`4''_.- .tea�b �� _ s — Jaw f .w -N: ....._, ...,..... _ • _ ._ _ _... s ___ _ _ 1 . ..:,...v.,‘,,. .:::4 :.,., I I ..._____ ___ __ ______________. 1 'IJ . ..._ a , _ i [ 11111 Mil ......, wow m Li r_I- L •1 ,,,„.,„,„, ,. .,..... , E. , . ow . _ •,.. • ,...- , _ ,,• . - '..--..r- _ - . D : I li n 1111 ; . • _...........7 L.- , 7.7"" �� rTior T 11 I 1 I II II `}.., • . . -_ -;111 I _ .yam .A7 _ _ �.f7 a �� l� 1 It ' .- -• e- Via•., 4t* _ - t�� II 11 I �I I :1111:111-_,_--' ,1.--- -F3 r, ' I ;. _ ; j _ ;# - `+�.._ �'c /e ,� :r .^t'� .. _i ■ _ Y` _ - t!�- i �-� .. Ip-` .�._ Ut1'� - �Q -_ �•4 -T" ice• "'?; -' �.3i•� 11_4:__' 'mod +a.r _ - - - •{ - •_ iG_. yr\ _ ?" M •. �� 1: I .�, - _�_ _L. _ +. .:. _ .{ .� . -- ..---.3—. s,' ' .!, -. 1 , '2: . atiL - ':--• ' - — -"------ tirk -..�• },�v. if r9- rya. ; .f+, , _ , Crillleli- _ - - ��i'� 1.111.1 - 1„r i �. ;r sty[.: f.II:''{Y __ __ - z , v�� — - _ - _ -. mmm DATE: 12/27/2020 RESUBMITTAL DATE: 04/21 /2021 DESIGN TEAM CONTACT INFORMATION RESUBMITTAL DATE: 10/01 /2021 DEVELOPER: CIVIL ENGINEER: RESUBMITTAL DATE: 02/01 /2022 TIM TAYLOR CHRIS KITTRIDGE, P.E. ADAMSON HOLDINGS, LLC KITTREDGE ENGINEERS, LLC DRAWING INDEX 6312 SW CAPITAL HWY, #133 6565 SW 207TH AVENUE SHEET ID SHEET TITLE PORTLAND, OR 97239 ALOHA, OR 97078 (503) 330-2615 (503) 708-3942 AO COVER SHEET Al SITE PLAN/UNDERGROUND PARKING Al.2 SITE EXHIBITS OPERATOR: GEOTECHNICAL ENGINEER: A2 SECOND FLOOR PLAN DOUG SPROUL, PRESIDENT SCOTT L, HARDMAN, P.E., G.E. A4 THIRD FLOOR FOURTH FLOOR PLAN MOSAIC MANAGEMENT, INC. HARDMAN GEOTECHNICAL SERVICES INC. A5 ROOF PLAN PLAN A4 AN 1900 HINES ST SE #150 10110 SW NIMBUS AVE A7 ELEVATIONS SALEM, OR 97302 TIGARD, OR 97223 A8 ELEVATIONS (503) 391-9999 (503) 530-8076 A9 BUILDING SECTIONS A13 PERSPECTIVE RENDERINGS A14 PERSPECTIVE RENDERINGS ARCHITECT: TRAFFIC CONSULTANT: A15 PERSPECTIVE RENDERINGS AARON CLARK BRIAN DUNN, P.E. C101 EXISTING CONDITIONS PLAN LENITY ARCHITECTURE, INC. KITTLESON AND ASSOCIATES C102 AERIAL CIRCULATION PLAN 3150 KETTLE COURT SE 851 SW 6TH AVE, SUITE 600 C103 TVF&R FIRE TRUCK TURNING MOVEMENT C104 PROPOSED GRADING PLAN SALEM, OR 97301 PORTLAND, OR 97204 C105 SW HALL BLVD-STREET AND UTILITY PLAN (503) 399-1090 (503) 228-5230 C106 PROPOSED STORM DRAINAGE PLAN C107 PROPOSED SANITARY SEWER AND WATER PLAN LANDSCAPE ARCHITECT: WETLAND CONSULTANT: c 1 OF 1 TOPOGRAPHIC SURVEY BRIAN LIND DAVID MONNIN, PWS L1 TREE PRESERVATION&REMOVAL PLAN LENITY ARCHITECTURE, INC. TERRA SCIENCE, INC. L2 LANDSCAPE PLAN 3150 KETTLE COURT SE 4710 SW KELLY AVE, SUITE 100 L3 TREE CANOPY SITE PLAN SALEM, OR 97301 PORTLAND, OR 97239 L4 PARKING LOT TREE CANOPY PLAN L5 LANDSCAPE DETAILS AND NOTES (503) 399-1090 (503) 274-2100 El SITE LIGHTING PLAN ASSISTED LIVING & MEMORY CARE A .lk 1 enit y architecture, Inc. A A EMENT AO 3150 Kettle Court SE, So ern, Oregon 97301 Hall Blvd., Tigard, OR MAKING A DIFFERENCE IN SENIOR LIVING P 503 399 1090 F 503 399 0565 w Den yarhtect reoccoun Attachment 1 \ \--, DING DATA: STORIES TIGARD ) OR °.° ,,- FIRST FLOOR: 40,064 SQ.FT. - ° a \ PARKING: 33,045 SQ. FT. j' / \ I OFFICE/BUILDING: 7,019 SQ. FT. I al ."I ° . '\ �`� \ I SECOND FLOOR: 47,374 SQ.FT. - a MEMORY CARE: 17,252 SQ. FT. S� - ` . A �`�� 1 ASSISTED LIVING: 30,122 SQ. FT. Hq44 ° ' a° \ THIRD FLOOR: ::::: .IIW ° .FT. 11210 I Z ° °. a YP. SEE CIVI \ \. \ \�\ I FLOOR TOTAL:LIVING: ASSISTED - 186,980 SQ.FT. °. °�� D- ' A I NGS .\ �s� I I FLOOR TO AREA RATIO(FAR.) 2.00 I 1 1 1 Iti / , * 41 <, A I �\ I a ; � a \ \`\ BUILDING UNIT MIX: Ct I II O 1 a � ' I I ASSISTED LIVING m SITE w II / '- , ,,,,, ` , I "A"UNITS(1-BED) 64 SUITES Z cn a2 \\ "B"UNITS(1-BED) 93 SUITES 1 I m WALK ke R•O ° .. 4 Cgs "- �"\- / C, UNITS(2-BEDS) 2 SUITES I 217 Lid LANDSCAPE k! FQ 1 TOTAL UNITS 159 SUITES co ° ° a \ \ \\, \ 1 w MEMORY CARE I It "sue r PRIVATE UNITS(1-BED) 11 SUITES I ° a \ \ ' 0) I *SHARED UNITS(2-BED) 11 SUITES 22 BEDS/22 DOORS I TOTAL UNITS 22 SUITES 33 BEDS/33 DOORS VICINITY MAP I TRIANGLE r^ GRAND TOTAL 181 SUITESIN 1 ° ° \ vJ *SHARED MEMORY CARE UNITS CONTAIN 1 SHARED BATHROOM. IT IS ONE NOT TO SCALE I \ \ Al ° ° I SUITE WITH 2 DOORS ACCESSED FROM THE CORRIDOR. COMMONLY I ' 5 \ ° ` \ / I CALLED A JACK AND JILL SUITE. ,� �� -E��,�IRED, °.4111%* \ � ��s, DEVELOPMENT STANDARDS � , � \� FR��M R.O.W - ° °�S% \\\\ \ \ \ \ \ REQUIRED PROPOSED II �. t I �\ l ` MINIMUMLOTWIDTH 41„ -7 -' n �. a ,`` A MINIMUM SETBACK FRONT 0 FEET 1 FEET,4 INCHES I �� ° V/ MINIMUM SETBACK- 5 FEET 5 FEET AFTER ROW 1 I ❑ ° ` V \ I STREET SIDE 92ND DEDICATION ROOF \ `tn O \ I a I I -af \ r MINIMUM SETBACK-SIDE 0 OR 20 FEET ADJACENT 59 FEET, 10.5 IN (EAST) I 1 I\ i I '' I I ABOVE SHOW \ \ TO R-1 TO R-12 45 FEET, 5 IN (WEST) \ MINIMUM SETBACK-REAR 0 OR 20 FEET ADJACENT 53'-5" FEET(SOUTH) 1 30 VISION I >\/ ■ j l D- - 1 \ ° ° TOR 1 TO R 12 1 fl TRIANGLE �F'/ -1-1. _--I- O �■■ � , ° ° a ° , \ MAXIMUM SETBACK FRONT 20 FEET 20 FEET 1 ■ I C ■ �� \ MAXIMUM SETBACK- 20 FEET 5 FEET(92ND) 1 v/ D-kilimiwaray ■ �i�Ji \. ,� °\ \ \ \ \ I STREET SIDE 8 FEET(MONTAGE) 9 MAXIMUM HEIGHT 75 FEET 49 FEET, 5 INCHES I I MAXIMUM LOT COVERAGE 80/° 79.4/° je / Rif 8" 8" ° ° \ \ MINIMUM LANDSCAPE AREA 20% 21.1% 761 ° ° ° MINIMUM FAR 0.6 2.0 L.U. J ]</ , • . COLS. \ _ MAXIMUM FAR NONE 2.0 I i Q I i •�� ,'! VEHICi E 76'' FRONT ° °.. a a\ _ �, 1 - I STAC 41NG 2 SETBACK �11111‘.. i 1 . CV b �� , \ \ Z I / '7 © �� REQUIRED II/ \ \ \ \ I 1 i 1' I 5' SIDE SETBACK FROM R.O.W. - /41 \ //1,,,,' ° °IFROM R.O.W. 0 lik -�. O 0 MIN., 20 Mii: �\ a 1 U) I I ry / \ \, PJET TI I WALKill 0 1 3 \� \ SITE DATA:_ �� 4 I r: , EXISTINGROPERAREA: 2.53ACRES (110,556 SQ. FT.) I -14 \� TLOT NMBERS: 1S126DB01000, 1S126DB00900 1S126DB00800 1 LAN SCAPEIm4TRASH 1 3 \ \ (AFTER HALL&92ND DEDICATION=100,563SQ. T.)I — / '� o (MONTAGE CULDE SAC7195) 93368SQ. FTNETSITE AREA — —L--- =— - — `� °.. °. \ SITE AREA BREAKDOWN: I ` \ BUILDING: 11,978 SQ.FT. (13.6°/� (2nd fir at grade) I j I I = L WALL W/ FENCE SEE CIVIL C� ■ �'� I \� a :� '`:a° °/\\ \ \ GARAGE/GROUND FLOOR: 39,623 SQ.FT. (42.4%) 1.0 1 1 I I I �_00 FOR MORE INFORMATION ELEV' ° �� \ BUILDING FOOTPRINT TOTAL: 51,601 SQ.FT. (55.2%) PROPERTY LINE- -- -- -- 7________ - - - ftil`-- I ,k <. PROPOSED SITE AREA TOTAL. 93,368 SQ.FT. ( 00%) 1 I 1 E MIT °. a 33 1 1 i R20 ° ° : ' I 0' SETBA VESTIBULEN ° ° — PERVIOUS LANDSCAPE AREA: 15,301 SQ.FT. (16.3%) 1 , I PROJECT I I I 35' VISIONI A HARDSCAPE AREA(5%MAX): �� v � COURTYARD AL 2,986 SQ.FT. (3.3%) 1 \ TRIANGLE 4 °.. COURTYARD MC 1,489 SQ.FT. (1.5%) 1 1 I 45'-,`31" Al \ HARDSCAPE AREA TOTAL: (4.8%) - - I ~- ' 4 LI - WALL CROSSWAL ry d LANDSCAPE TOTAL: 19,776 SQ.FT. (21.1%) / 5' SIDE cc'). ° I (E) " STAIR , ABOVE �, TOWNHOUSES / SETBACK _ R2 FRONT I I / v �� 1 PAR OPEN SPACES 09 _ / 18"X18" I LINE OF J iN ' ♦ OPEN ACCESSIBLE SPACES 02 �/ _ _ _ SETBACK - - / - A / r ��` ,�' COVERED ACCESSIBLE SPACES 03 1 COLS. 1 CONC. �\J ' •: R61' REQUIRED, COVERED SPACES 7s FROM R.O.W. I / . TOTAL SPACES 92 TRANSITION �' `► R28 / I BIKE R' K ,x,.... 's� 1„ - 0' MIN., 20' / CD ♦� `� 4 98 BICYCLE PARKING BREAKDOWN: I I 25' � �,♦♦ , MAX. SPACES: 10 1- - - - - - - - - - - - / L 18' Li 20' 18' /(46 4 LOBBY \. ‘` �♦♦♦ ''' / I, II \ / BEGINNING OF 321-0 0 18' ' 20' 18' Al \ �� ' / PRIVATE �,,� VESTIBULE , , I ® _ _ / DRIVEWAY \ i \ \\ . . A _ _ 4 (D ,t, \-ty \ \ \ TOWNHOUSES �'----�� ELEV. I PAINTED / \ _ - _ I // I I z' `.� \ ; im II N © , CROSSWALK 1■o-9 z \ - - � J 1 ,' STAIR N1 /// 4.= . 18 x18 \ \ �_ 30' VISION I7 o a \ ,'Lim/ TRIANGLE \\\T\ COLS. N : 26' 18' 0Et \ \ R25' 8' P.U.E. I Zo 10rn. PROPERTYLINE I ; 1 SW MONTAGE LANE 1 51 -38 )JPJ\ I 1 AERIAL 5' SIDE �, R25' 30' VISION _ _ ACCESS R28 L■rF? BDG ;L\\ _ _ SETBACK .� TRIANGLE I �� —i/ �, . .. ♦�♦� MULTI-MODAL 5'_11j' \\ \ BEGINNING OF •• �♦♦♦♦♦♦ . . ♦. ♦♦♦♦♦♦♦♦♦♦♦ PATH (8 PRIVATE L 41114 ♦♦♦♦♦♦♦♦�♦!,♦♦♦♦♦♦♦♦♦♦ eo WIDE) \\ • DRIVEWAY O. 1 SITE PLAN 44 I 20' — 1'-0" N / 0, _ WALL SEE 02/01/22 1 CO CIVIL i �� rI - - - 0‘ - -0 10 20 40 80 l 1 WALL SEE PRO'ERTY LINE WALL SEE CIVIL FOR MORE _ ASSISTED_ CIVIL i INFORMATION I - lity . LiviNG MEMORY CARE . 4 II ;of,� IC A EMENT A architecture, Inc. 3150 Kettle Court SE, Salem, Oregon 9713001 Hall Blvd., Tigard, OR MAKING A DIFFERENCE IN SENIOR LIVING P 503 399 1090 F 503 399 0565 w OeNtyarcchDtectureo om Attachment 1 COVERED AREAS , PROJECT DATA LOT COVERAGE SITE DATA: 3 , Q 8 S Q. F T. FT / 79 . 3 % EXISTING PROPERTY AREA: 2.53 ACRES (110,556 SQ. FT.) (� (� TAXLOT NUMBERS:1S126DB01000, 1S126DB00900, 1S126DB00800 74 055 sQ (AFTER HALL&92ND DEDICATION= 100,563 SQ.FT.) ' SITE A-REA(MONTAGE CUL DE SAC=7,195) =93,368 SQ. FT. NET SITE AREA BUILDING: 11,978 SQ.FT. (13.6%) (2nd fir at grade) _ •�` GARAGE I GROUND FLOOR: 39,623 SQ.FT. (42.4%) %///� , •�` j BUILDING FOOTPRINT TOTAL: 51,601 SQ.FT. (55.2%) PATIOS AND j // Co PROPOSED SITE AREA TOTAL: 93,368 SQ.FT. (100%) \ 4, �� `•` � PERVIOUS LANDSCAPE AREA: 15,301 SQ.FT. (16.3%) WALKS \\ ,%I///// ` HARDSCAPE AREA(5%MAX): `� COURTYARD AL 2,986 SQ.FT. (3.3%) COURTYARD MC 1,489 SQ.FT. (1.5%) (IMPERVIOUS /%//% '.11411444 .` o. LANDSCAPE TOTAHARDSCAPE AREA L: 1,489 19,776 SQ.FT. (21.1(4.8%%) • SURFACE) , 5,905 SQ. FT. z j ' �� PARKING BREAKDOWN: CES 09 t I ___� ,y' \\ :%.%.*••.1\ • OP OPEN EN ACCESSIBLE SPACES 02 Lr \ ICOVERED SPACES 78 BUILDING � , COVERED ACCESSIBLE SPACES03 ;� 1 TOTAL SPACES 92 O� \ BICYCLE PARKING BREAKDOWN: , FOOT PRINT , \ \ , SPACES: 10 ,, \ 51 ,601 SQ. FT. I �0000 `wl \ L-- \\ I I TMC 18.230.040(C) — �\ 1 ,;,,;,;,,,,,,,,..4 COMMON OPEN SPACE IS DEFINED AS: �� ` I " PLAYGROUNDS,SPORT COURT, PLAYING FIELD, LAWN OR GARDEN, COVERED SEATING,SWIMMING POOL, PLAZA OR COURTYARD WITH DRIVEWAYS //// PERMANENT SEATING, GAZEBO,CLUB HOUSE,WORKOUT ROOM,OR SIMILAR ITEM AS DETERMINED BY DIRECTOR j P COURTYARDS COUNTED AS OPEN SPACE: 10% MIN. REQ. 16,856 SQ. FT. SW MONTAGE LANE L---_---__---__---__--______ .2 8 30.1 - 4205 = 12 651 \\ LANDSCAPING AREA%: I TMC TABLE 1 \\\ \ THE MINIMUM LANDSCAPE AREA REQUIRED IS 20%OF THE NET DEVELOPABLE ` `\�\\ SITE AREA PROPERTY LINE —1— THE PROPOSED LANDSCAPING SQ. FT IS: 15,301 +4,475(COURTYARDS) PERVIOUSTHE PROPOSED LANDSCAPING% IS:21.1% LANDSCAPE AREA TMC TABLE 230.1 0%MAXIMUM PARKING THE PERCENTAGE OF LOT AREA COVERED BY THE HORIZONTAL PROJECTION OF %,„..___ ALL STRUCTURES, BUILDINGS,AND OTHER IMPERVIOUS SURFACES 1„.9 7 7 6 SQ DRIVEWAY , LOT COVERAGE(IMPERVIOUS): 74,055 SQ.FT. (79.3%) — • PERVIOUS LANDSCAPE AREA: 15,301 SQ.FT. (16.3%) COVERED AREAS(INCLUDED): 3,898 SQ.FT. (PERVIOUS \\\\\ HARDSCAPE AREA(5%MAX): SECOND ••• ° CONCRETE) • COURTYARD AL 2,986 SQ.FT. (3.3%) � COURTYARD MC 1,489 SQ.FT. (1.5%) 1111111 HARDSCAPE AREA TOTAL: (4.8%) -\,, PERVIOUS LANDSCAPE AREA: 15,301 SQ.FT. (16.7%) LANDSCAPE TOTAL: 19,776 SQ.FT. (21.1%) N. FLOOR AL PERVIOUS CONCRETE PARKING AND DRIVE: 4,205 SQ.FT. (4.4%) PROPOSED PERVIOUS AREA TOTAL: 19,733 SQ.FT. (20.9%) TMC 18.230.040(C) /*� COMMON OPEN SPACE IS DEFINED AS: ® RTYA R D PLAYGROUNDS,SPORT COURT, PLAYING FIELD, LAWN OR GARDEN, �� 0 U COVERED SEATING,SWIMMING POOL, PLAZA OR COURTYARD WITH PERMANENT SEATING, GAZEBO,CLUB HOUSE,WORKOUT ROOM,OR S MILAR ITEM AS DETERMINED BY COUIRTYARDS COUNTED AS OPEN SPACE: 10% 10%MIN. REQ. ,, . 1 , , , ,„„„ I TMC TABLE 18.230.1 / �'�'%, -1 LANDSCAPING AREA%: % mF II 1 I THE MINIMUM LANDSCAPE AREA REQUIRED IS 20%OF THE NET DEVELOPABLE I \, ` 1 1 1 SITE AREA I / ` 1 \ \1 / r THE PROPOSED LANDSCAPING SQ. FT IS: 15,301 +4,475(COURTYARDS) '� — 1 ® 1 �' 1 THE PROPOSED LANDSCAPING% IS:21.1% �� ' '' Fi_i3/, 1I ,,, 1 - ` it // `. 1 \ �SECOND I ' �6 FLOOR MC 1 II , �1 I z COURTYARD A mtt /i„„,, hl I -I - - - ' n ig [---.i//— / / J . - I ' U//1//f/Z - / i /////// — � p i_A . 4 .4-1 1-1 \ 1 n ¢ , ,....,_ , II r . ■ I _ // I I I -- i 7 I I I I I I SITE EXHIBITS NO SCALE 02/01/22 leilit y 1- ASSISTED LIVING & MEMORY CARE �' off' r lib. architecture, Inc. A A EMENT A1 .2 15O Kettle Court SE, SaDem, Oregon 97301 Hall Blvd., Tigard, OR MAKING A DIFFERENCE IN SENIOR LIVING P 503 399 1090 F 503 399 0565 w Hen tyarchutecture ccom Attachment 1 31 32 / 33 A9 / / r%f O BB - / /0 �,T SHARED \, 34 iv\ O PRIV. / �\ I D PRIV. / c PRIV. 9 •36 / / 7 OFFICES PRIV. . O / PRIV. ) // . / �\ / B \�� SHARED - 2 A9 PRIV. / 37 38 32 / SHARED SHARED ��* / ❑ SHARED SHARED / SHARED / ) 7 / / Ill / , / / ❑ MC COURTYARD .. COMMON ��,.��A , .J .1 I . I /B //ES / / B - - r , •- • - - - - G -,- KITCHEN/BAC OF HOUSE/ I LAUNDRY/STAF PRI PRIV. PRIV. PRIV. SHARED SHARED 1 A �� SHARED � 1 14 � B D 11 11 ii — Ii ' I II A / ELEV. [ �\ A / LOBBY 1 O � I T TAIR ASSISTED LIVING COURTYARD I 1 o _ A A O I COMMON - A A OO O I I I I DECK � � L caM - ASSISTED LIVING 021 . 11 p \O B ELEV. I \ COMMON B B \\ STAIR 1 J B B B B B B B UNIT COUNT I FLOOR UNIT TYPE QUANTITY K — — — — — — I— — — — — — — — — — r� F I 11 = - K Second Floor A 8 O Second Floor B 17 Second Floor PRIV. 11 1 •H Second Floor SHARED 11 Third Floor A 28 Third Floor B 38 1 Third Floor C 1 Fourth Floor A 29 Fourth Floor B 37 Fourth Floor C 1 O1 © © 4 (5) �6) O 8 9 10 11 12 13 14 Grand total: 181 SECOND FLOOR REFERENCE PLAN SCALE: 1" = 20'-0" ? i ASSISTED LIVING & MEMORY CARE I c AL Vi'fflarchitecture A A EMENT r 0 0 MAKING A DIFFERENCE IN A2 315 Kettle Court SC , Sa em, Oregon, 97 3001 HALL B LV D . T I GA R D O R SENIOR LIVING O P 503 399 1090 F 503 399 0565 w enKya c h tec hre coin Attachment 1 31 32 / 33 A9 / / / `7 / BB / / (0 // : cc 34 --, * A / D 5// �.� A A / / O •36 A `\ / / j = A / �. �\ / B A9 B / 37 38 31 32 = / 33 � „.41 � 7 / / / OPEN TO A / / COURTYARD �„��, BELOW % A ��\ A. � \ 39 / �:� � .� .� COMMON I / C B A COMMON \ ��\ A9 NG // SflTl / o / OMMO B A A COM. B B B B A COMMON \ A A 13 14 A \� 1 I iI t, _ II I , i, ., SERVICE D B / ELEV. COM. mr Z I I A CO4FMON LOBBY B 1. [ A B TAIR COM. A O 11 _I I 1 _ OPEN TO - A B 1 A COURTYARD BELOW A A A A \B O \ O A _ A COMMON ELEV. COM. A B B B \� COM. STAI R J 1 1 J B B B B B B B UNIT COUNT FLOOR UNIT TYPE QUANTITY K — — — — — — I— — — — — — — — — ___„— I — r� 11--- --- - K Second Floor A O Second Floor B 817 •H Second Floor PRIV. 11 Second Floor SHARED 11 Third Floor A 28 Third Floor B 38 1 Third Floor C 1 Fourth Floor A 29 Fourth Floor B 37 Fourth Floor C 1 1 © © 4 ( 5) 6) O 8 9 10 11 12 13 14 Grand total: 181 � THIRD FLOOR REFERENCE PLAN SCALE: 1" = 20'-0" i An, ASSISTED LIVING & MEMORY CARE , SAIC kik 1*architecture A A EMENT r 9 0 0 0 Q MAKING A DIFFERENCE IN , `3 315 Kettle Court S , So me Oregon, 73001 HALL BLVD . TI GARD OR SENIOR LIVING O P 503 399 1090 F 503 399 0565 w enKya ttec hreccom Attachment 1 31 32 / 33 A9 / / / %f BB / / (0 / TAI 34 \ * , ' k'--- I D '/ 4IA •36 A / / j / / / \O `\ 37 A9 A9 31 , 38 32 / ' - ) / / 33 A OPEN TO � , // � / COURTYARDS [ BELOW A ��, � .� 39 O A - - - - OMMON / /g A / C B COMMON bt / \ �� SITTING / / B / B \� 0 - - - OMMON 1 COMMON A �� 13 14 B A A COM. B B B B A A SERVICE A JF=1 F=1 r�� F=1 '= ilp \ I I 11 1 _ 1^=1 ill- - ELEV. COM. COM. - �\ B �� \ A CC M-ON LOBBY B _ I I I A A TAIR COM. A 1 O 1 __ B B OPEN TO A 1 A COURTYARD BELOW -1 A A 1 r A A COMMON OF \/ A I �J ' II , \ �`\ ELEV. COM. �\ A B B B \ \ STAIR \ 7 COM. 1 I I 1 ' I I = B B B B B B B UNIT COUNT I FLOOR UNIT TYPE QUANTITY K — — — — — — 1— — — — — — — — — _r— I — = II — Second Floor A 8 O Second Floor B 17 Second Floor PRIV. 11 Second Floor SHARED 11 1 Third Floor A 28 Third Floor B 38 Third Floor C 1 Fourth Floor A 29 Fourth Floor B 37 Fourth Floor C 1 1 © © 4 ( 5) 6) O 8 9 10 11 12 13 14 Grand total: 181 FOURTH FLOOR PLAN SCALE: 1" = 20'-0" � i ASSISTED LIVING & MEMORY CARE h.ik WWarchitecture A A EMENT r 0 0 0 MAKING A DIFFERENCE IN A4 315 KettLe C�ourtSC , Sa em, Oregon, 973001 HALL BLVD . TIGARD OR SENIOR LIVING P 503 399 1090 F 503 399 0565 w enKya c h tec hre coin Attachment 1 31 32 /AA / / 33 D A9 / / BB m 34 /111 C 4111ir / A9 ID 4/111 / /\ •36 / / / / B \ \ A9 A / 37 38 A9 31 � 32 ' / / / / 33 \ \4*/ / / / , • O / / / / B _ - - - , - - - - - - CO • 13 14 D MIL , 111,1 D C 2 1410 A9 A9 / O O O O r 1 O I El B 1 A9 A A9 © © 4 (5) )6) 0 8 9 10 el® 13 14 ROOF PLAN SCALE: 1" = 20'-0" I ' i ASSISTED LIVING & MEMORY CARE - _ o„ r, -SAIC architecture A A EMENT r 0 0 9 MAKING A DIFFERENCE IN A5 3315O0 KettLe Court SE, Sa em, Oregon 7133001 HALL BLVD . ,D . , TIGARD ,GA R D , O R SENIOR LIVING P 503 399 1090 F 503 399 0565 w enKya ttectire com Att:::: hment 1 ROOF PROJECTIONS ROOF OFFSETS ARE A MIN.OF 2' FROM Sim FACADE ARTICULATION EXTEND A MIN. OF �� THE TOP OF ONE ROOF OFFSETS ARE 1 MIN. OF 2' IN DEPTH AND 39 38 GI FACADE,12" FROM BUILDING 36 35 34 33 coROOF PROJECTIONS A MIN. OF2' FROM �+ ROOF SURFACE TO EXTEND A MIN. OF A8 40'WIDE MAX,TYPICAL. TYPICAL. �_ ANOTHER, TYPICAL. 9. THE TOP OF ONE 12" FROM BUILDING 1 1 1 1 1 1 1 1 1. 1„ MAX BL sROOF SURFACE TO 23' 112' 31'-112" 1T-42' 10' 112" 22' 102" 23' 52" 11 5z" 22'-2z" 11'-52 23'S2" 11' 52' 22'-22' 11'S2" 23' 52" 30' 02 14'-31 31' 5" 21'-72 9'2"FACADE,TYPICAL. ANOTHER,TYPICAL. / / / / / / / / / / / 4N N N , _ _ NT.O. - T _ _ __�� - - - - - - - _ - - _ - 1 - - - - - ��:W�_ _�__ `!1 i X/ ////I. / 46 0 - %=I•s,�- isii w1 i■twaws� `,? _ --=-- -e I.WraWate- - _==___ ____ -----___ ;�...,.r;.=..t...:= -_----_- - ._ �r., :F. �� = w- __�.____.�___ ___�__= I .____.___ _________� �___ _�. _Ai.. - - Roof „1....." �w■■MIEINO l�lll=w ____ffl- • •= c -----= - ---==IS�- 00 r�sr .a�Ls� � .- �/I -I/�A--e- �■1�-----_ 1 " _ ,••L,i,:„.., r.ipprolroiromp.-----2,,, ,I.- -IMm —. • ‘- ', .{\,,,,, :„::‘:111 'I, . , ,,, WI II _ • II911 :irAfis --,; NM ermis rtzgaliiii. r I - r r , 1■w- 1 1�1 � ww: -� -� - - �1P ■wiw. Q -=� --� - -- �-- Q=-� --�- ' - - --- -� -=IJ7I- �" =� -- ► - =%�� -�_. __ �-mi I�Iw�w MI ®D��-- =_I /D�� - _ I/�._ � -- �� --_��i�_ - _ II _ �L�_ 111�� d�� . • �� L-��_ :�.- - ----- t.simimmmimi --- --- -- _ _ - - --- __ _ - ----- _ - Fourth Floor -- = vie -=MI 31 0 imi III :: I . ..-gml.E1- - — I-_�I _ _ ■/'� = -- -- r-pr, - -- - I I -I -- - -.�� lie--11 v sI�w■ ww=__•�_• :.. :•,� lilw�wl ■�l®-----�I%= I II _ --i�iOMSi III% %I-PI==-�G-L� =1�I%Q==�I/I---I �� ti =I=�1---- �-/' /L,, ' _ III/I �1%I -�1--�-/==="i - -- ----- - ----- --- --- ---_ - - ------ ---- -- - ---- ---- I` ---- -- -_-_- Third Floor 00 Arr Ara ir I r - 1 I Ill WI tip A 1 ra Adm ree.- E r, Pj r r re _ „_ pp S _ A • •- - 1 iso r m,27= AI A 'IF r:40 - /3 ' '- 4 ril arAr =.r 107AF-A ri----- ',-',-,,,,.FA,'": '-:'7 ejr ''',-::1,- 1/5//:;i',- rirli;',-,:-- Priii:6.::11,mA -14,---AR liral 011 1■w- 1 __�LI w■■ / w.�a Ill- - P -_�- = - i - -:I)■- �� I -_--III --- I _-- -- - _ �- /I _:■1��-- --■.aI/ /I- /L_- drl. L AIL- %II-_ I/IiI% _ /I 1�r/I. - -- �/ - -- -- ------- ------ _ __ __rAr „ _________ , , , , ,, r r 1 1 i _ 0" _ = = _ __ _ _ =_= _ - ---- Second Floor -zzieffLeer== =x=x=- milimpip --=--==x- x ====. TAR/VirAVIEWZMWMiiirilWASIEVA Lqii ..":, ;'',• •'' 7r2F pr ' .A07 r ---------------- r AdA Ar.AM - — 44 -- A „.__--A.--__frAffiwrip_________________________________-----________ — — 1 1 1 I—small�-=-= -----=ril - L / ii .�r_ii ,.', • , U.G. Parkin GLAZING AREA: 3,257 SF FACADE AREA: 14,852 SF RATIO:22% /A NORTH ELEVATION SCALE: 1/16" = 1'-0" ROOF OFFSETS ARE ROOF OFFSETS ARE 1 2 3 4 A MIN. OF 2' FROM 6 7 8 g A MIN.OF 2' FROM 10/ 11 12 13 14 �_ THE TOP OF ONE �_ THE TOP OF ONE �/ �_ ROOF SURFACE TO ROOF SURFACE TO ANOTHER,TYPICAL. ANOTHER, TYPICAL. ROOF PROJECTIONS I 9-8' / 30'J7z' I / 26'-6" / 10'-112" / I 23'-1" / 10' 112" / 22'-101, 24' 11" / 14'-3" 20'5" / I I 26'72' 22'-102" 23' 52+ 22'-1021' 11'-02" 23,12„ 23'4z' 14'-0" I MAX BLD HT EXTEND A MIN. OF 12" FROM BUILDING I o D o Q B o A 49' - 5" FACADE,TYPICAL. N A9 N A9 I I A9 N I A9 I Ij T.O. Roof _ ___ _ -- r , — ice..=------- __=_=_izAlw __-- --a ______ ` - = _ _ - R a OVA IS -ice-- .:, ----FA '��-, ��---_--- ':'-,-,::--1':'‘,::,:::::2:,' °_'_ , ___,__ -- 1� _ 7.- ,,, ,, , _ ♦ _-__ill _- I I 1 I I • • I I I - _I ' ♦ • - o =.I —_ _— I • I '' • I =I1 •Irer,- 1 -- - �,_= = � �'rl-= .: = -- U - -- 1 .__ =,- ICI_ II1 �_ IA .� l _� _621 ► =-I it = P BE - HIE E Q;'- ' III : ' Ell " =�- - P -- ,-/Is MI I, --m!==a- -I� - II NJ Imo. ='pi �..MO = --=,ice s •• / - - � -iiwi_ ww' I siwr�atw.i �r ---- � --ir =�.m,r=v= - - Fourth Floor I 31 0 Ipay- 0,- --- -- 0: fl,',:: Irr -- FA, Ijog IMO dW.M I. 1 Arm 1 r -I' �I' 1 la- r is - � 1 hA -®_--�' ---� - �1 � � �:: �i, �- �' �I '�! �1'�'I - I111 w/i�.=:,0:-' ■ w ®"" -IIQI � -:�---�I-:� - �I �" Ill � �l :fir --'�1,=. =i�■�A- -- �I/.--- Ii-_ - %I �� - / �_I - -- �II/I_ -_I - -- I �"" //_- II%_ II/i. I/.1 _ /-_- I Al I --- -- F ---- -- ------ -- ---- -• --- -- --- - --- Third Floor - - - A�ib,,,, �a—S�i�i�— ■ ---�I`r— ��w1 TAId'■�-S�l - - .L.IIAd, r---- A A•.rr—A —�r—`�iw/AMl'MlL1I - - ��_- _' r -_r I - I II ; I� I �� =I -- v �= I �_ _ _ _=r = �� I - = 1 �� -I - 21 0 _ �. I r II =11 =I- - - ; • • • I • 1 I �I I - _�I ___- i _ • —1 ,. I • I ,_ I �• I I-_ -Fir -_r aI. _ - -- -- �r = -_ _ �Ir • _ __ �. =��'� � ' ,>r _ICI--./ __ --- . 1■ I ==11�._-- _-_ L-:1� = �,�i 1. �, -� I13 I-I� _ 1_: J :._ : /Irk =- --��I/I---'�IIII- Q �D1IL . : �l_ �1. I% �/ L� —:�I /-= Q —Iwl--:,�:. �� I��-/- 'iD,i%�' �I/I-- - Pi- �, = ;IP Idl/I [Ely' P. -I�%I- QI---=wl■�� - - -- _ --- _" _ •-- -oir --vAm ------ - - -- op, to,,,,, - --- -_--- Second Floor lOrr :AK-Ala!! I��- -771 E ®Nfi• —S.� ' - 1- I --- }____-- U.G. Parkin 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I , GLAZING AREA: 3,335 SF FACADE AREA: 15,206 SF RATIO:22% OSOUTH ELEVATION SCALE: 1/16" = 1'-0" 14 K QE!) 17' 9" 14'-0" 23'-42' 13'-2" ROOF PROJECTIONS 19'-8" 20'-2" 19'-8" ROOF OFFSETS ARE FACADE y / / / / MAX BLD HT ® EXTEND A MIN.OF I I / A MIN.OF 2' FROM I ARTICULATION MIN. OF MAX BLD HT MAX BLD HT Li1E.ME m—. „::•:,/:t-,:0or,'',‘,•,;.),;,,,‘,',,0o0Ik,,l-'-1•1 4 m.rIT14iA7tr_i_•,,'r,,',::.,-_,i,_-:,'/„ 1 0 1 49' - 511 12" FROM BUILDING THE TOP OF ONE 2' IN DEPTH AND 40' 4g' _ 5" 49' - 5" FACADE, TYPICAL. ROOF SURFACE TO WIDE MAX, TYPICAL. ,m1,‘AA_ ,,.-, ,, / 11' - 0" 9-AAz, " A A, ::, 0MI, ,O II ,- Lro1 I-fV,eA5lrw_A2 era_wA AfflrmMMYis_r:Tom-iMm_ .&.-.A--M-,_I&..i'n'W,r;..-=_-=,.__-.---_7_-eF_.---_r_-A-_,W.„'%7.-=_I.i-..41.M.r,.. .2.- p.-=A4,11 rI Im4m1 li4o-wiW.-4a 0-=E..-E -lMIu.mm _, • ' CV - - T.O. Roof - - T.O. Roof I I ANOTHER, TYPICAL. _ T.O. Roof l / 46' - 0" r - _ / 46' - 0" L� �iii := -=_ 46' - 0" �` ,Aih. /t �///// ®'�� -T wwrra_rrraa�r�ra�r■ra�r■;- 00 0 .,,I 7 , rI/awI/I%G/iN!L�'a�i :� ■ ' w-I-I-'rr�T: - - - R f - �i��y lwm i ' R f _ = = = - wamalr arrrrarrrrarrr,E R f � ■IJS�1__I/IS/i// , -_--___------------_ wewmwmmemwv�IIINII _•.• `41 0 = - 41 0 _ =I _=_= _ _ _=_ - 41 0■7_ Fourth Floor ,,��_-_ Ll' Fourth Floor _-_ - _ __=-- '_ " - - . ' .vw, , Aw- _ -- - - --- - f e-i - - _ - - Fourth FloorR1 7wt�lt.t�1�9_ .31 0 �1 - E' __ _ - 31 0 -- -= .�� lT 111_i __ _■ 1-F,r ■�� _=-w i1i1 IM:'_=:�. aura=me■ikarr ,= - - Third Floor E � w wE � _ w�L_ I rAMINE:W ®/.-/.M EFIVA.M i lini• i NRya� awA IIMIU l�l:111•• 21' - 0" r ,�I/ w�� 21' - 0" �1 = . �'mmm ��ii�w�rgLA ......�,..,E _ 21' - 011 J- _ ri sue:.__•_ _:��::ieiii/__'__g _ ■ D _ Second Floor _ ' . - , ' ' Second Floor _ 11E_ � =='=_ _: �II=-------- III �1I� Second Floor O ■ ate' :=,l - = - -- --mMa -= =_= mm 4 U.G. Parkin - _- . - U.G. Parkin - �.yWw/��Aft__ ====--.._=_ : =- ' 2 = === U.G. Parking 1 0' - 0" 0' - 0" I 0' - 0" GI V ■w■EI- -IIN ___--17 I I I GLAZING AREA:201 SF GLAZING AREA:430 SF GLAZING AREA:493 SF FACADE AREA: 777 SF FACADE AREA: 1,854 SF FACADE AREA: 2,589 SF B RATIO:26% RATIO:23% RATIO: 19% / NORTHEAST PARTIAL ELEVATION NORTH PARTIAL ELEVATION EAST ELEVATION KEY PLAN ■C SCALE: 1/16" = 1'-0" D SCALE: 1/16" = 1'-0" E SCALE: 1/16" = 1'-0" r h i r -----i-t-* A A EMENT fts_SAIC a c tectu e MAKING A DIFFERENCE IN A7 3150 Kettle Court SE, Sa em, Oregon 97301 HALL B LV D , TIGARD , OR SENIOR L IV IN G J P 503 399 1090 F 503 399 0565 w Oenfty rchoteccture.ccom Attachment 1 ROOF OFFSETS ARE A MIN.OF 2' FROM ROOF PROJECTIONS THE TOP OF ONE EXTEND A MIN.OF F E A B Cj D ROOF SURFACE TO 12" FROM BUILDING (3) H J K ANOTHER, TYPICAL. FACADE, TYPICAL. 11-01" 28' 8z' 22' 1" ROOF PROJECTIONS 40'0" 13'02' 20'72" 9_7 18'82" 24'-12" 15.-0i" 16'-11" 22'-5" / 1 / / / MAX BLD HT 1 EXTEND A MIN.OF I / 1_,/ 1 I / MAX BLD HT 49' - 5" 12" FROM BUILDING 49' - 5" FACADE, TYPICAL. N 1 T.O. Roof 1 I N I I -I 0" - - - - - - - - =- - - - _1_ - - - _ --�� -f— ==_- - = -=� - - -- ' -_.__z=,iw .'77- T.O. Roof MSIMMIIIIIN 46' - 0" \ or „ „__ , ,,„, _,_ „„_„_, _„ _, \ , . viwmakw- � era_'' - - ----------!— ��I .I///////I= ,Fiis%Ipgr %iis' ' -- =i■ MI Roof ,Roof ------------- -- ------- --- AgragrAr' II 1r �� or a� piwAm=W. I i' Iv,, • _.1 •I—=�--� _■ � 11■I-� -=�---�'® --P �-=—■ —■—■ -=—�- _��.- rr:71A171/#1p �-- ---- � -- =L%I. -11 '• II� �. IIEL- X4L-M ��--_-- �� ■__ —_i li�l1-/__ i — ■— III --_ _III%__-'-- � I,-'- I•_ I I - _Fourt_h Floor ------------;;;� ,, ��iiiii� siii�� -==__-=_ -==1.72 Al AN Av A . —_=-==__ , =J"r_ == - - -Fourth Floor - �� - �� --�If_7f1•— —�i--_ . 1�7�i_wR�`R��=L_l�l� •��7�--�R��.�� JI�rNiI.I `- •' .I' G�Y.�i __ III _ - C7 CC — rir- —_ == I------i��I�--��`7I�7I'�:�LLTI. ; 'I,•' I —__-r��r�-- 1 11 'I 0i 1.ma-4.--1 1.5-I- I � AMMIVAM /- r4/ _I _�� I�� ■ mm tm1=l■=---■!_ =_■■=■=■�L1L=-------=�I�lil= 0011 A A a A- M=MOM 1II _■!_____-=E/I:=--=-mw Al 1 -- �ii��_ ---------- --- I ---- ----- - - ---• Third Floor ;..t,.-,..t,.-,..t,.-sue;' I _ ----- --- -- - ----- --- ---- -- ---=-_ __ Third Floor ,, --�—I "'� ,I I—�— --�.I :YI�►�IR1�w/I1ri�llll_ I-- m. A"—��—�raaPVan�—-'f�',� - - j�=N/L��IIA.1%__ - - \' 0" �s7 U lU U III _ —�� _---- ---_ ----- _-_ - - _ __-_----__ ___ I _ __-__ ___ n.® 2 (I lli 0, I.IMI- Z MI — '; :- : ,-,1;-' = I� '0: ' . I 11- an: �� 177:. � = .ICI—I ---�— �� — QI�tr: �—'—■ —■—■ --- M"1 WA t � -mil---------'� -- �� -- 1 ■ �•'` Second Floor ---- --_--- -- --- - - ------ --=:1 64A 1ill•• Second Floor ie>Msae>Mse>Iw�i■asi � - -I--I-`��J-_/— — ----- - Amr-r- --!\ , \ ' y-1 ' '' ' 1 ' '' ' 1 ' '' ' ' IN �, _ U.G. Parking .- - - - - - - - - - U.G. Parking - 0' - 0" v I I I I 1 GLAZING AREA: 524 SF GLAZING AREA: 12,83 SF FACADE AREA: 2,019 SF FACADE AREA: 7,484 SF RATIO: RATIO: 17% OEAST PARTIAL ELEVATION G■ WEST ELEVATION SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" ® 32 33 1. B CC II �, 11'-9" / 27'-9" / 12'-22' / / 38'-12" / I / 29'_11" / MAX BLD HT ROOF PROJECTIONS 8'5" 1 :1-1- 1 MAX BLD HT 0 MAX BLD HT 25' 11" 2 11'-3" 11'-s° 49 - 5 EXTEND A MIN. OF / / y / MAX BLD HT 49' - 5" 49' - 5" FACADE,TYPICAL.12" FROM G 1 I 49' - 5" 0 - - - - EN N - T.O. Roof T.O. Roof ' T.O. Roof -1771=--- - ,,, ,_,:,, ._ `,f' / 46' - s 'I // / 46' - 0f s - - _ - - / 46' - 0" ■ i - r �� - /T_O. Roof 46 0 } } - - Roof Roof -_=_ Roof - - I,, �� Roof r■■-f %■■■■ /• , - III - - '� �',- ` - - - - ► ilI - 41 - � 1 __ Tr--_, ^- I I 1./.. ' _ 41 - 0� 3 _ _ 41 - _' " 7:::: = P_ 41 - 0" " 10 ; =Or ammwAV;kr - ' !All'" -= '!* /AM I -, r' A"'; Fourth Floor1 Fourth Floor , - _ Fourth Floor �• ___- Fourth Floor -== 31 - 0 -- Fri 7: -- — _ h 0isi 31 0 - ►J� ;Jo, - - 31 0 All - pia -- -II - wia+rrvs� i_ a i 0 " 0 0 `'� _ -__ Third Floorii. Third Floor _ /; _I Third Floor - _ t ,;�•,pg�' - - - - Third Floor _ 21' - 0" y' - 21' - 0" rr L�� _ 21' - 0" _ ' ' 11= = 21' - 0'� 00 _ -- --- / ` -- DI - "'_ Second Floor NE Second Floor - '/ ------IWAWIll° __ . _ _ , .,_ - _ _ _ _ - / / / Second Floor - __.----------= i..� r -- - Second Floor 11' - 0" 11' 0" • 11' 0" V 11' 0" :' i 7A0AH:E: ■• I U.G. Parking 0' - 0" GLAZING AREA: 348 SF GLAZING AREA:427 SF GLAZING AREA: 390 SF GLAZING AREA: 376 SF FACADE AREA:2,101 SF FACADE AREA: 1,420 SF FACADE AREA: 1,571 SF FACADE AREA:2,005 SF RATIO: 16% RATIO:30% RATIO:25% RATIO: 19% H SOUTHWEST PARTIAL ELEVATION / , NORTHWEST PARTIAL ELEVATION � SOUTHWEST PARTIAL ELEVATION L NORTHWEST ELEVATION SCALE: 1/16" = 1'-0" K I SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" 0 A*, A 0 0 40' C ram, lb — I ■- . .. } JJJ I I} �J I 1 •1 I I I I I 11 I 1 1 1 I. I I 11q4N , • I I I r II I 1 I 1 I I 1 I 1 I 1 I I 1 I IOS II 1II111 111 . DI II I III I IIII• IH l� I I I I I I I II I 1 I 1 1 1 I 1 , CP I I I I I I I I 1 I ' I r}I }I r}I , „ I 1 1 I I I I I I I . ..:'{ . '}' .. , , 1 r ■ „, . ,c„,,, _ _ ::. 0 ., " :„..,,,„ _[=--- .... .I . ,,,, ",•`;' '':`'r ',� . . II \ 0 •... .. I iv I I� I / 1 I I 1 11 1 1 1 I I III 1 11 1 1 1 I I I I 1 11 1 1 I 11 B NORTH ELEVATION - ENLARGED ROOF KEY PLAN --.D SCALE: 1/8" = 1'-0" I ,____ ASSISTED LIVING & MEMORY CARE .4 _ ► /Plffl . IC -V. I Ai N A A EMENT architecture I\/I A K IN G A DIFFERENCE IN SENIOR LIVING /y O 3150 Kettle Court SE, Salem, Oregon 97301 HALL BLVD , TI GARD OR P 503 399 1090 F 503 399 0565 w Denityarc iitecture ccom Attachment 1 O � O GF MAX BLD HT I I 1 49' - 5" _ T.O. Roof Roof _IEIL:':, ,,_, lig; :":1 '' ':•' '•". ' = I: M ril'_ ',: :‘ •'_,'.",_ ' :'., Y'•:, -'m E 1] h; - ,:.-1::1::1:,,,','‘•;--'' '- :1-,11,‘,‘,:,'.-- mc•,' yr !1,1! .,`J Fourth Floor . _ ' 31' _ 0„ ■ ■ ■. - 1U1121IJ� 1111 ,.�,. —..,? :11 E I ------ _ 7nm_.- _ - _ Inu:; ; ;`,;uni; "l Third Floor ':\''<;":,TUII.-I ::II __.0 •,I;;,,"11 = •••i m -.'2 _- ,-riml_ ";,; r;- °IIIII'.IIIII ,=.Ililr,;,,,„l •".. Second Floor 11' - 0" r r' ' ,,,:,. , U.G. Parkin 0' 0" QSection 1 SCALE: 1/16" = 1'-0" \G F OE D A9 MAX BLD HT •% AM 49' - 5" 0 0 0 `� A9 A9 T.O. Ro f o � —,II — J — — — — — — — — — — —= — / 4 -6' 0" \ - - " Il 1�L-!J!1iI m�u, _ — Fourth Floor .1 �■ ■ ■� 31' - 0" A9 0 A9 p Ili'ill IIME �■J. �III� I�i E. Third Floor 1111 :1:11 21 I t t t ■I;� lisg Second Floor A9 A9 U.G. Parking I I I I 1 0' - 0,4 ,,.._III B) Section 2 _ KEY PLAN SCALE: 1/16" = 1'-0" SCALE: 1" = 100'-0" D OC B A D OC B A MAX BLD HT MAX BLD HT 16, 49' - 5" 49' - 5" I I I T.O. Roof T.O. Roof 46' - 0" _ —`'i IIffim _ . „, „„ „ ,, 46' - 0" 41 7-mr Roof -�� == =� �� m_ �� :5 - 1 Roof _�� :7:IE — 12--,,I III Il mmil ■i I_ II 11'—=11=u• a Fourth Floor 70 IIIII",;.: Ha Fourth Floor _" 31' - 0" um� nmm"�,;;.,,,limashiali , I Immi - 01.:' ii millicitg.,-- . III , . ., 1 0._ . • ..„; .... ._ _ mmilimi. ,.u., i. ,=.1 _i_ ,.,c,m., iii IIIII is : IIIII II ?;:' :;IIIII •,' 11111 ' ' Third Floor -11 I IIII ® Illlr:;',•=-IIIII. Third Floor -.,,g,,' ii !al Elm ::,._:ps, q ,_ Lil : ' 1 o .m.m.:,:. ,,,,, , , i =mow. I E' IIIII •M IIIII IIIII III;;`.',';,;.' ®,r?'; IIIII'Second Floor =a j nil MEI ._: ° a ' 11' - 0" V Second 1 loopr _ p-. ° - - �'n U.G. Parkin CC) Section 3 / Section 4 SCALE: 1/16" = 1'-0" 9 I SCALE: 1/16" = 1'-0" ! 2- nty AIC r architecture A A EMENT e 0 0 0 0 MAKING A DIFFERENCE IN , `9 331500 Kettle Court SE, Sa m, Oregon 97133001 HALL B LV D . , T I GA R D , O R SENIOR LIVING \ P 503 399 1090 F 503 399 0565 w enKyarc hitecture.com Attachment 1 T.O. 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I C architecture A A EMENT A15, Inc. \,._ J 3160 Kettle Court SE, Salem, Oregon97301 Hall Blvd., Tigard, OIL MAKING A DIFFERENCE IN SENIOR LIVING P 5033 399 1090 F 503 399 0565 w Donuty rcc i tecthre.com Attachment 1 I TREE INFORMATION a n n 6" 10" ( ) n n n ( ) n n n n n a 10074 SPLIT 6 ,9 APPLE 10114 ASH 10185 LOCUST 10236 SPLIT 2 3 ,5 ,6 LOCUST 10261 SPLIT 2 18 ,20 LOCUST 10314 SPLIT 5 ,6 ,8 ,9n COTTONWOOD ., rn 10076 13" APPLE 10120 7" ASH 10186 6" LOCUST 10242 SPLIT 8", 9" LOCUST 10262 SPLIT (3)6",14" CHERRY 10319 6" L V DECIDUOUS A, CA 0 10085 SPLIT 6",9" APPLE 10122 6" ASH 10192 SPLIT 6",7" ASH 10244 SPLIT 10",16" LOCUST 10281 SPLIT (2)5",8" HAWTHORN 10320 4" DECIDUOUS 10087 6" ASH 10148 SPLIT 5",6" ASH 10216 SPLIT (2)16",18" OAK 10245 22" LOCUST 10282 SPLIT 5",6"(2)7" HAWTHORN 10415 4" DECIDUOUS TAY W.I Z — s \ 10102 6" ASH 10151 7" HAWTHORN 10223 9" DECIDUOUS 10247 19" LOCUST 10283 9" HAWTHORN 20508 13" BIRCH — \ CATCH BASIN `? �� 6" n n 6" 13" n n 14" w OO )�oiv \ RIM = 235.32' 10103 COTTONWOOD 10174 SPLIT 7 ,8 HAWTHORN 10225 LOCUST 10250 APPLE 10284 SPLIT 19 ,20 OAK 20509 BIRCH 40 0 20 40 80 Z W z o so„ ��'� \ \` 12" I.E. IN (E) 233.1' 10104 6" ASH 10181 CLUMP WILLOWS 10227 CLUMP DECIDUOUS 10251 10" LOCUST 10291 SPLIT (2)5" HAWTHORN 20663 33" SNAG - +30' HIGH I ► w M \ sir/P ` n n n n �. Woo -04, \S•Rrp- \ 12" I.E. OUT (W) = 233.1' 10105 6" ASH 10182 8" LOCUST 10233 28" LOCUST 10252 SPLIT 8 ,10 LOCUST 10312 SPLIT 6",8" COTTONWOOD 20676 32" SNAG - +30' HIGH 1�� Q �'s�rp 10106 10" ASH 10183 SPLIT 7",10" LOCUST 10234 22" LOCUST 10253 13" LOCUST 10313 8" COTTONWOOD 20708 8" BIRCH 1 inch = 40 ft. J Z sjiii/pF \� -SAN MANHOLE w V N RIM = 233.62' . \ i\ \ I.E. 8" IN (NW) = 224.2' EXISTING LEGENDIL= W o \\ \ \ \ \ \\\ �\ I.E. 8" IN (N) = 224.6' i Z J � x \� cqs I.E. 8" OUT (SE) = 224.1' w _ O \ \\\\ \\\\ DECIDUOUS TREE REMOVED 0 ,,? - , \ \ `� -STM MANHOLE ° , .:' .y \, '�_ \cqs RIM 232.71' • \ = DECIDUOUS TREE 0 0 0 p TD z•. , \ �� \ pyo s \ \ I.E. 15" IN (NW) = 226.8' FIRE HYDRANT s Ml 'FOR �,\:,. : � \ ` \a°) \� I.E. 15 OUT (SE) = 226.6' WATER BLOWOFFo � o sr�y, •>, \N \ �, y CATCH BASIN WATER VALVE RIM = 232.15' SANITARY SEWER MANHOLE a \ 4,\ �\ STORM SEWER CATCH BASIN ■ w `�� :� : °` +\ ,, \� 12 I.E. IN (NW) = 230.2 Cl/40 ..'''.... ' -234 \-\r �\ ` 12" I.E. OUT (SE) = 229.8' a ( \ \ `� SAN MANHOLE MAILBOXL SEWER MANHOLE m z I \ ?off. .4 ,, . � � RIM 232.13' GAS METER ® 2 \ GAS VALVE A \�s\ I.E. 8" IN (NW) = 223.2' GUY WIRE ANCHOR \'�'oROp ( , ,\ . SIDEWALK BA\CADS r y\ I.E. 8" OUT (SE) = 221.2' `� \ CONCRETE STORM PIPE UTILITY POLE r , \2�2 w \ \ '( 12" I.E. IN (NW) = 229.0' ELECTRICAL METER ElN _.,,./,\�� \�� qT\ \ �Il \��As 12" LE. OUT (SE) = 228.2' TELEPHONE/TELEVISION RISER ® cn CONCRETE STORM OUTLET .�^0 ,\ �� \ \-\ SIGN �' \ ' FOUND SURVEY MONUMENT • CD o 12" ( ) Ii;. `ti Rr� p�\ \ � CONCRETE STORM PIPE I.E. SE = 229.7' qrp �* \. 2�1 \ I - - RIGHT-OF-WAY LINE y .- 20,. R� \ 12" I.E. IN (NW) 227.8' I BOUNDARY LINE z oc iN I I 2�' 23 c,? \ \ cy 12" I.E. OUT (SE) = 227.4' I Q o I$� 1 III 1 ,2p62,,) �. p �� a, r�'`�\ \ I 1 PROPERTY LINE ITN I v CONCRETE STAIRS 7R4,04F \\� qp \ \ \ CENTERLINE -- - -- 1- I IZ I I I I WI METAL HAND RAILS S<i'pR/)j/ •' .\ \ `L 0lrg� \ �//\ — — —> 0- J I 131 gyp,: ` \T w C ` cqs\ -CONCRETE STORM OUTLET I DITCH Q 27.00 / „ '°� •r¢, \T ow�;7p V\c�\„ 18" I.E. (SE) = 225.00' I I CURB ✓ ".:. �Oo a F s 1 EDGE OF PAVEMENT PROPOSED 27' ROW DEDICATION AS 'I I ,:: 1. o cR \� \ \ FENCE LINE z W J PART OF CEDARBROOK DEVELOPMENT li I I I �sF \ , p �, Sly \ I - - I 1 o°NO 4 �'� Rrkq�p �'��` , \ / 141, GRAVEL EDGE I I s JF p F T ti 4,,„ 00 .-' , cq, I POWER LINE PWR I / q/R R \ ,\\ 4o s\\ I 1 I s ::'. I ry\ �\\ `�' "�,,FVgR �_ OVERHEAD WIRE — - - -OHW— (f) z o' '� III 1 �� -�a . '' y �T �oT I ` \ y\ ° I I > ' LINE — - - -TPA— 'J ITELEPHONE 0 C!� I 232 ;.. s.�. °oo \ , , w r \ ~' `o IQ I . „ �: : > > /� / �` �, GAS LINE —GAS z II I ' I / :. 26pa� •.�`ti� p \ � �\ wqT N , SAN MANHOLE - II 1 I 1 Alp, .. ry •_r` I RrF��. \� \�� `� s m -i STORM SEWER LINE — - - —srM 0 m pc > o ^' p q \ � 'o I RIM - 224.94' J o N PARKING I I / �' \\�� \ - SANITARY SEWER LINE - —SAN— �„� m I F cgRgc ` ' ;low 1. \ \ I.E. 8" IN (NW) = 218.9' WATER LINE - - —WAT 0 '1 I I 1 II 5-6 \ J f .. ' `mays. \ \ LE. 10" IN (N) 218.9' CD 0 J1 I 1 .,N \.\ cqs ,I.E. 8" OUT (SE) = 218.7' M Q oi I+15' HIGH ARBORVITAE ' I I /` p,Q pR�q � �\ \ <D>j `�\\\ CC = li il 1 I c� II // j// / I � �45.00��\`-1''ar \ \\ ) 'y�y � CONCRETE STORM PIPE ~ M�M `o 'I I III 111111 WOOD VENCE / .N WqT OpU ��\ n , CC I I Ij I I +20' NIGH ARBORVITAE yoU6 ,`IP i N, \7. `�.o` 6� `�. 12 I.E. IN (NW) = 220.7 Q I� I /"PRIVATE PROPERTY" / / I I / �� ar` \ 0 / 12"Alss I.E. OUT (SE) = 220.1' _ +13' HIGH ARBpkViTAE / PROPOSED 45' ROW DEDICATION AS �`\' \� - � Foc wqT ^� I-�--I I I I�4 I I h ,.; 2psp �»!„ I / PART OF CEDARBROOK DEVELOPMENT / % � �� \ �� w o D 1 ``' 6c / I d- .�� \ \ U I I I +10' HIGH / / / N ,"\\�� U - +10' HIGH 20 I ARBORVITAE �li �I I I _ ARBORVITAE S09 / / TAX LOT 900 / 1 cNi/ • � • w `,- TREE TO BE REMOVED �qT `ti \. aN► \ sessro4'E 229- MAP 1S-1-26DB / / ` �/ ,,,ten iv .` c) I Jl� -- "� m - N / (/(TYPICAL) / �o titiV., \_ \`LrA \ �N \ N / I � I"11O PAR(III'1 : 'I7 LOT 28 II LOT 29 / ti I 1p N N \ �G / cy t �v ti SAN MANHOLE co - - _ / ;\, / X o9s N wqT \� \ RIM = 215.35' I I 229::c - - j I l / I �0251 \` \ \ wqT ly3 O 4 \ 8" = , DATE: REVISION liii LOT 30 j ;+ / / / / I r:�; PO4, , ., \ \\� �`' \ I.E. IN (NW) 206.3 D I - _ _ l / II: ¢ / I �02 sM�rp2s �, �F� , ®,\(L� o I I.E. 8" IN (S) = 204.6' 1 I 1 ': / / / j 2 %� �'oR \ I.E. 8" OUT (SE) = 204.2' IL I I "MONTAGE" /" I LOT 31 / I / 7`v / C I °p ,` `\ / I LOT 32 % I / / / 2 I / .\ 1 ,2�6 l 1\ 1,-S' \I Ti- - - - 4 ' // // /� c��" / t,f,0 �.✓'Sl I /'0�2140 / '\ 4 \ \ ' - �!\\ \ _ LOT 33 �%/ / / I / // TAX LOT 800 26 i/ I I 242 \ \�_ -215 \'\ \ \ - N / ///i// //,f�_ p3 I / I / �/ MAP 1S-1-26DB r 021 \ SANITARY MANHOLE ` • . ryrA / / / `�0" I \, i . I , \` 14 PLAN PREPARED FOR: \ RIM = 228.23' I I ;1 / / / / TREE TO BE REMOVED------------„- ip r,,, „ ,� �4i�_ / / �, /02 + �`+4 p I TAX LOT 801 \ 8 I.E. IN (N) .�_ i _" _ _ _ _" / / (TYPICAL) N or t MAP 1S-1-26DB \\ ADAMSON n ` 8" WATERS —I o6p_ CATCH BASIN / �/ 2�_ 40234 I HOLDINGS, LLC 8 I.E. OUT (W) �� / --� — RIM = 226.07' // / EXISTING WETLAND / 2 / _ASW MONTAGE ANE a ;, /�o,� 12" I.E. OUT (S) = 223.7' / ,�ti0' I 6312 SW CAPITOL HWY., STORM MANHOLE `';`"- - — --r -^ l3 / I / BOUNDARY I, SUMP = 221.7' „/ r02 #133, PORTLAND, OR RIM = 228.28' STREET SIGN 7 zEXISTING WETLAND / // / � �19 NOTES G" _ / /BOUNDARY/�I / n` I 97239 503 330 2615 / ( / / •I / 1) THE FIELD SURVEY FOR THIS MAP WAS COMPLETED ON NOVEMBER 27, 2019. \ I 1 �11�r22 /, �/,g / 49.59'/ `L�� CURB INLET ,G=_ I _ ---;i►t - ':. 2) ELEVATIONS AND CONTOURS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 105. THE BENCHMARK IS A BRASS DISK IN RIM = 226.82' �' 224�-223 —z� * ''/'°'0 '0, X °'? ' o� \21� - / THE TRAFFIC SIGNAL BASE AT THE SOUTHEAST CORNER OF SW GREENBURG ROAD AND SW HALL BOULEVARD IT HAS AN 12" I.E. IN (W) = 223.6' ____ o�, _7:_-__ -. _ _15.23 _�,_�!Iwo, -/ ,— 21 _ ELEVATION OF 240.75 FEET ON THE NGVD 1929 DATUM. -219 _ 215 _ _ _ 12" I.E. IN (N) = 223.7' 91264 262 HOG FIRE FEN — - -7------ 12" I.E. OUT (S) = 223.5' �yF I LOT 1 �0 g x �� \ \ 'e'er ' TAX LOT 100 3) THE BASIS OF BEARINGS FOR THIS SURVEY IS SN 33518. SUMP = 221.8' CONCRETE STORM OUTLET LOT 2 I LOT 3 I 12" I.E. (NW) = 223.6' MAP TAX 301 01 LOT I TAX T 201 MAP iS�1-26DC TAX LOT 202 MAP 1S-1-26DC , TAX LOT 203 I IMAP 1S-1-26DC 4) THE RIGHT-OF-WAY WIDTHS WERE ESTABLISH USING INFORMATION FROM RECORD SURVEYS AND THE TAX ASSESSOR'S MAP. I "OAKEN GATES" MAP 1S-1-26DC I 5) THE SURVEYOR WAS NOT PROVIDED WITH A TITLE REPORT FOR THE PROPERTY. IT IS UNKNOWN IF ANY EASEMENTS ENCUMBER I OR BENEFIT THE PROPERTY. 6) THE UNDERGROUND UTILITIES ARE BASED ON THE MARKINGS PER LOCATE TICKET NUMBERS 19289092 AND 19299903. DATE: 1/31/2022 DRAWN BY: CPK UTILITY STATEMENT DESIGNED BY: CPK THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CHECKED BY: CPK SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN SHEET THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM C 101 INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Attachment 1 i ...... - _ 41 ...1_ /44 1 I ill 4114 1•1L- .11.-..-....-.m11.11..1111 1l1 I1Iil11.1--i1.- r _iP0 it. I ..I4P,1 1L4ir k.l.t.. iir I!i, 1W fir' lr1.1.lr.i.ir1d11, aLLelI �� i I F".. .- -.•_,...... lJ-a.il cA Aj'Al.im..i.aC._li..tlki i-.-n1 Iej,X.V-a.i.l1. 11k%11. - 4II I1 111111PiI I dfr.•.-"I"I•i"),m O 110p1i1 1P1i1i,arft' ! ' ' ' i4 u w- 4I1ir.p_-lkoI1.w1t:oi-- JP k ' 1 al c rrFAu 4 # ■ w 1 # • r ' 40 0 120 40 80 I� ` p� ' J '� M 1 J • 1 -ft.r dir R II 1k ., w• 41 . lab r'i * -- VY 1 1 inch = 40 ft. 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Jr 2 \.`! � .-il ip ... ..• a- r- 4 - le „Sib •• e RQ H : REVISION y; ' " 1.../.\.//...:':' 0: �/ // . p� ..„,_ ..\ , ,,,,,,‘ \\._____ r _..._ i , ...,..... .1- ill • Co' I � ;` F `': Ari . : \ I PLAN PREPARED FOR:e 111 I! 11:0 r li It .. 11111: 1 Illr II .....N.:„...- , .. it it II. IF SW MONTH - - W HOLDINGS, LLC . 4-1 - il :: II '� GE LANE a. IJ i I - 116tbAlo • p - r 6312 SW CAPITOL HWY., ' F F - < ... : - . \ p * * r _ #133,PORTLAND,OR ®�_ ': I�a +� , 11. -� 97239 503-330-2615 - r / �:•_- I * all: r •'i 41%11' . 11114111IN '. 1 lb i # iiiv 41 - IP *II . 'illir • t Ili. IL d 0.1 P lb 411111111 -.0 C) dr - , B. A II 411 • :, r: P* . -.: : ' v'' --... -- --- -— W IL 11 0) 1.1 AO .- . k' f S° 41$t‘ "mop • -.11Ar III IMIIIIII"W- NEL. I ... r . - - .014E- -II Os,c 2,c_‘.)G i _._ -IL • . -31' .4111, eh:1i" ____ _ ii.t... 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O - GAS VALVE - - - - CENTER LINE .«.� �'` GUY WIRE ANCHOR - UU . .w� ' UTILITY POLE `a' •.` •4. 8' WIDE SIDEWALKS • ` 2 \ ELECTRICAL METER I I pa pa TELEPHONE/TELEVISION RISER El E ^'� SIGN \'\/ `�"� �~ FOUND SURVEY MONUMENT •• a `. w\ ��.\ S\-/ �'� `��..\ RIGHT-OF-WAY LINE - - ,�� \ .•. BOUNDARY LINE a, ' . , PROPERTY LINE �� \;% � �� ,v . ,��'�\ CENTERLINE -- - -- a •.*.; . ., • 'v � v ''�, DITCH - - - -> CURB - •• > \ `.� •�\ EDGE OF PAVEMENT 1•.. . , \,, \, •�\• I FENCE LINE \ \ . ..•'--.\ N :'•� \\� \\ \ �. . I I GRAVEL EDGE - - o I lilt <;. ,.\ \ . .�`� .�\ I POWER LINE — - - —PWR— CO :\ �'°• �\ .�\ .. I I OVERHEAD WIRE — - - -oHw— o 1 t^t m �:� `�. •,. .. A�. . A. �4,.� '� r — — — TELEPHONE LINE -�L— Z • \`: •rr �"\ . 1 C�� 111 �:. �•• . y\ \� � . \ I GAS LINE — — — —cos— o I 1� I • �\ \.` � •'``�''�\�• � STORM SEWER LINE 1 I I : ,'p` :�;\ ,\�\\ S �a�•� �\•,.. SANITARY SEWER LINE SAN— I I I I .. , ': .�� WATER LINE — - - -wnr- J 1 G... • �.• . °"` ��. ��` TUALATIN FlRE AND IRESCUE U W 0 . S lel I I \ .\4\`... �yq<<\\ \w FlRE TRUCK ENTRY NTO SITE. W_..) = I " I ' *2...,,,,:.....:.., \\.�..• . Soo, •, ��\SEE FIRE TRUCK TURNING SPECS*4 ' W J I I 1 e ° .�:�\ qR� INTO SITE - THIS SHEET. .. .::;V.•.• , '143‹ ......................‹.'•\,.... I I I I : w O M I, I % \.tea\ \ \�. I I Q II I \ • \`�:a, b• .� TVF&R FIRE • "I � .. �� V � w� M ;: CC \ \I---.......,, 1 L i7• `�.;.:�� Tl>trnin Performance Anxl�'Sis J )111° w DC DC 1 I 1 ,. It► t ell% P j '- "'-.�rjiFivirlitibi �-IN' •\��. 4\ \.\�, \\''• .id Number: Tualatin people~ Fire&Rescue Chassis: Dash-2000,Chassis,PAPr'Sk)Ana Midmount CO I III I� ��/ % � ` \ \ `\ Department: 9585 Bod Aerial, Platform 100',Alum illlik I$ 1� / I �v �'� .,-.7• im A A A\ I I , 1 / V . �"'� ",. oir . Parareteters. Z ;,,.., „ / , • - , ,..... \ , I I T 1 I 6i i t •. •,.'... I 1dc C gh S I I 1 a I j 1 ::..\\ A�•e`'\ ranfp An 4 0 t I �i/ I / ': ..; `' k \ -,,,.�. \ \\ Axk Track 82..92 in. U 1- It I % / r' % /i �� 1 \ 't'\ \ \•�••419. \\•��•.\, R . readlWidxh 17.10in. �t CJD rn I 1 1 moni` • \•,,\ \�� • , Asti leach N I I 1 • \ t . \ . _ ChasS es Overhang: 65.99 in, .,- I t —— _ t _ __ 4 \,. :a 41 .\ \ _ I Wh• i Oa••! Addit tonal Romper Depth: 2�.00 in. I ° J CO I \ •• G►+•talr •0 .rh•ny a r + 11••d Width Front Ovcrhanj, I49.tS0 ITI, I 1 I , __ — I — _— II II� \:+ J. �� j Wheelbase: 25.1.OI?in. DATE: REVISION 1 ' tt __ _ \L_HI 1 I� < ° _ _ �� \ Calculated Turntm: Radii: I � , Inside Turn_ .0 A. 0 in. tS i ; _ __ A II _ _ • 1 �� < • r: Qr. 4 -6�,6 {u to{orb; 36 A. 3 in. E I i� - - -...�\ �1_, i ° I '43° . or •# iNi \ b� wn••tesa' M • "c4�I �c�r Wall to 14'all: 44 f!. 7 in. \ N - - I /////// (II I V '' :' \ �i, •. I : ; ! O . �, I \ Cua,ments. j • \\ `\ \ s / 1 _ r) i'• \• � \. I I I J S h _f R4D..,• �e Tualatin Valley Fire R Rescue N _tJ ill - - - = • i i '. Dash 100'PAP1415859 N \` ,,,_ _�,____�, :o t PLAN PREPARED FOR: _ _ I- __-_8' �_ I .. 1 ° ' ° a,. �m ' �* ` *stela Taming Ra Curs Replacement unit for 1 D9�7 _ . 1 1 ADAMSON _SW MONTAGE LANE 1 r., t HOLDINGS LLC • ` • a/., ' . . —— ... r • - _ _ _ ____ I �. #133,PORTLAND,OR 1 y\ •, - I I I 97239 503-330-2615 \ IMIr - - - N __ ® ' Coin tonenta PRIDE$ Description __ __ - - G- . -. - - - �_ ______-1'...,‘„,,,......... - Rompers 00222.48 Bumper,26•extended-"All Cuslom Chassis" • ImpPR1 �- - - — - - — — — — — — - — —_- --_ Tires,Front 00016:17 Tires,Michelin,42 Sr63R22 SO 20 ply XT#.2,Hive ay Rub ' / '� Aerial Devices 0022160 Aerial 100'Pierce Platform Co R NGINEE I Wheels.Front 00196 I 1 Wheels,Frt,Alum, Akoa,22.50"x 12.25" (425/d 385/) 53��ej qI 1 I 1 Axle,Front,Cu tom 0018453 Axle,Front,Oshkosh TAK.4,Non Drhe,'»,800 lb,DLXr'EnI7Qtm/AXT �-<��0GN t I I Notes: my'•�Oa0N o L, I I �k'•� Cy 1 2 , (.�� Actual Inside Cramp Angk may, be less due to hishh specialized options. s P. K1'C.�t�V CUft)to Curt)turning radius calculated for a 9.00 inch curb. RENEWAL O6/30/23 Reduce cumin?,radius by 13%if vehicle is equipped x ith all-v.heel steer. DATE: DRAWN BY: CPK DESIGNED BY: CPK CHECKED BY: CPK SHEET C103 Attachment 1 R/W m SOUTH NORTH a R.O.W. R.O.W. 75 1 An 45' PROP. ROW SECTION 30' EXTG ROW SECTION EXISTING LEGEND IA % t/1 0 0 ` \ \ I 0.5' CURB I I VAV r� Z \ I 6.0' BIKE I - r� _ LL W `e' LANE 40 0 20 40 80 Z W Z A s \ \\ 8' WIDE 2' WIDE I I I I 1 N W \0w SIDEWALK STRIPED AC W o AND PUE 5 = SHOULDER FIRE HYDRANT m oa, \ I 12.0 12 - 16.8, 12.0 _ I lip �n s�0\ \ \ ,` I �� TRAVEL CENTER- TRAVEL I WATER BLOWOFF MO 1 inch = 40 ft. J Z os '�Co��\ \ \ \\ 0.5'��-� LANE TURN I LANE WATER METER o H o �P 2.0' APPRX. 3 - 4 WIDE WATER VALVE n w S�xiPf \ \ \ \ 1 5% LANE y DITCH \� \ \\ 2 5°/ 2 5% Ih- SANITARY SEWER MANHOLE PROPOSED LEGEND (n Z o ',� ,,,:,,.,,:,,.,,.,,.,,.;,.�;,.� STORM SEWER CATCH BASIN ■ W\ `i* ,.; ..........................................ira � lt* _ e44 oo''.�°o''o°o''.o�'.�''o�'.�''o�'.�''o\ ' STORM SEWER MANHOLE • «' 'IF.`1 ..�\\�\\r\\ �``,�\\,�\\,``,\\,``,\\,\`;�\\��\\;�\\,�\\,�`\ �\\,�\\ \` \\�\\�\;�\\;�\\;�\\,%.'�' - EXISTING 5 FT. CONTOUR INTERVAL \\ \ \ MAILBOX - 185- - Z J O \ A w� V\ WATER ,,�44 WA', GAS METER _ w \ \\ \\ . QUALITY AND %/co� ``�,° CONCRETE AND GUTTER GAS VALVE �a - 184- - - EXISTING 1 FT. CONTOUR INTERVAL 0 5 ''71 \ \\,\\ \\\ «. .\ \ DETENTION - GUY WIRE ANCHOR - EXISTING EASEMENT i'l. \ PLANTER UTILITY POLE `a' 0 U \ \ , \ ,\ I ELECTRICAL METER ❑�+ 1 - PROPOSED 5FT. CONTOUR INTERVAL , \�„,. I I SW HALL BOULEVARD TELEPHONE/TELEVISION RISER ® 184-- - PROPOSED 1FT. CONTOUR INTERVAL '"� � �',� \�\ �� \ \ TYPICAL STREET SECTION SIGN -X X - SEDIMENT FENCE \ \ \ w` \\� FOUND SURVEY MONUMENT • w 4Nilillt D,:� \'\ �� ''w� • NO SCALE RIGHT-OF-WAY LINE - - ..v,1 - INLET SEDIMENT PROTECTION AT \. \ \ ** / BOUNDARY LINE Am, PROPOSED LYNCH TYPE CATCH BASINS w .• .� PROPERTY LINE a ' '•• .:1.: • A«°� ,v 4°' N CENTERLINE pl z `' / � DITCH - - -� - CONSTRUCTION ENTRANCE • '' • `� � i *`�. '°`� �� CURB a PROPOSED STREET LIGHT a, ° : - ,� \ �, EDGE OF PAVEMENT •� `. • . . � mob. , \ FENCE LINE 1\232.64 C - CONCRETE ELEVATION ,,, % /j �,� \ `, GRAVEL EDGE - - 7.0 PERMIT ''.''Q• i ' `\ �� •� POWER LINE - - - -PwR- 4232.64 AC - AC PAVEMENT ELEVATION o TOP OF AREA • � ��1 , .. �. ., OVERHEAD WIRE - - - -oHw- SLOPE BOUNDARY •' � ' A �� c0 74 TELEPHONE LINE 232.64 LS - LANDSCAPE GRADE `�' ,-/.. , c \\\\ ,�.`` S .. \-- GAS LINE -GAS- o H 5 BUT 2 FT. � , MINIMUM AND 10 FT. I •• � �. � '«� \� - - -Sn� 232.64 TC - TOP OF CURB ELEVATION = u? +�_ \ e ` \� ' STORM SEWER LINE (FL + 0.5' UNLESS CALLED OUT OTHERWISE) Z cc MAXIMUM I I, i�i + * � .rza1 � � . .\ - - - SANITARY SEWER LINE -sAN- o 1 'I z3z_ ' \ 231 \ .4 I::: PROPOSED STREET LIGHT WATER LINE \232.641 - 1 � ( � \� �\ � � �� . - - -WAT FF - FINISH FLOOR ELEVATION � 232.32 FL \ IIW 'W PERMIT Ida I �It I :,• \ «,.� �`\.r` � O . . �\ \ _ Q � AREA TOE OF i� \ � � I 232.64 FL FLOW LINE CURB ELEVATION CUT OR FILL NATURA! OR I'' I . �� ,. 'rBOUNDARY SLOPE ,_'' FINISH GRADE Im iy. " \\' � \ .� iz WTOP OF GRATE ELEVATIONISLOPE t I a••d': . s�Ra `\\ UNf\°I EA 0 Al )k4410,•404.. 4110 : .,,„, k.., �\ 1 232.64 TG - U H/5 BUT 2 FT. MINIMUM PROPOSED STREET LIGHT 11 J AND 20 FT. MAXIMUM ' N • + �.« °\ (TW) TOP OF WALL ELEVATION w (� / 220.00 TW p .� I .e 232.14 FL :•° 22,4 �� -,w PROPOSED RETAINING WALL INFO -� ' _e,_ I 11011 \ °'��,-, , . . ��. O� C 219.00 BW .00�- TOTAL WALL HT. (EXPOSED) Cf) rn 231.96 FL �� • ' ✓ 2.. 5- T-- PROPOSED STREET LIGHT I < ti 232.53 FL I . r� �- (BW) BOTTOM OF WALL ELEVATION 0 (� Q "' rn J I (EXPOSED HT. - NOT BURY) Z Q 232.23 FL 232.85 FL -„ '- ;-titi - �, mow, I SEE SHEET C106 FOR HALL BOULEVARD o cc NATURAL OR ' �� (` '�' . ` , DETAILED IMPROVEMENT PLAN. -- J o FINISH GRADE 231.82 FL 1g 3.00 DOORWAY �n - ' �� .- ''� N. _ op 11 � If � l032 .� '' - AREAS OF PROPOSED FILLI ' lli .07 FL ,.._, .\\ y\`� \` \ \ \• \ I r1r O J 1 231.71 FL I 1 2.54 F . ., i�'G, 4. - �. = o ::: _ -. b- 224.80 FL �, �, GRADING SETBACK DIMENSIONS PER IBC, TITLE 40, 232.14 FL i I' r� 233.o• �: I ` 2 2. o c .: ► �226. I ' �; o 0 0 0 - AREAS OF PROPOSED CUTco- I �'I imr/). t. �� 225.�� o o cn APPENDIX J, FIGURE JIOB. l ¢• 1y� . 231.82 FL • �� .4 •.. \ CC RIM •• 221.50 TG �Iy 222.00 C/ � • 224.30 FL; ��;w� Q NOT TO SCALE I 222.00 FL \�;, 25- '�� 414 �I - , 0 - .50 FL NOTE 1: 0 I DI fl �� / b; �� a,_ 1MCI: ' ° - % TA IT 901_ 224.50 FL .231.49 FL �a� 222 1S-1-26DB 221. � ,. PROPOSED STREET LIGHT SEE EXISTING CONDITIONS PLAN FOR EXISTING TREES TO BE REMOVED• W o1Zi -23.00 FL �;,�! 1 "-AN,w « \. �.°� 1- �� i 222�os FL : :1 `L�`�� r. - PROPOSED STREET LIGHT 1 a /'!� I6 223.00' �- 223.00 FL G L NOTE 2 g ..0 223.00 TGr•�� I�AAA =A� \ 1 TOP OF CURB (TC) FLOW LINE GUTTER GRADE (FL) + 0.50 cc p 231.09 FL I I ' -"--r oa'E y' ° - �/224.�0 FL Z �� .� \ \ �� W 0.40 TYPICAL. AT DOORWAY ENTRY, DRIVEWAY THROAT OR HANDICAP RAMP T 0 • 'I b� , �o k24.00 FL �. . •Bco II / ` "� _ _ ,� Fim, . «' THE °FL" GUTTER GRADE = TOP OF CURB "TC" OR 0" CURB c''232.00 TW I 4,ww!� ili 1.�, .� - . .._ 22 ,..:... ` �' .« \ S� EXPOSURE• 221.50' v0.80 / / � 223 ' . . _ 'I 3 r,. •�� 1�`«. r . q �� DATE: REVISION 232.70 BW' / 1 1 1 :x ► `l, y T �\,. I , 232.00 TW , 1229.00 TW ° ° ` �7 . . 222.5Q TG '*4 `� B 2.20 229.80 BW- 5.80 _ 223.2 -F . 0124 I !o \-' K! 1 2231�• F \'�A�0 �4�\ O(� \ \1Ij1 o 222.20 - I -I ZF , I 232.00 TW I LOT 30"°`* 223.25 FL - �4 �/ I I 2.20 229.80 BW I 229.00 TW_ 2� 222.00 FL -222.00 FL ` �� ,^� 22.63 FLU �ti1 a '�,\RQ I ��,,�� I II /� 5.50 ' 223.50 FL i I'� r 22 '.08 FL :, /:.B\�. �/ 222.5 G `"� . \. 1 "MONTAGE" �� I _ _ 223.31 FL 222.50 TG �s'i �°�° •�� -� � ~ I = . . I W JFr94 FL \ �\ 223.27 ` 227.70 TW S 223.70 TW 'I I I ' o co 1 , 222.00 FL I /"" / 223.5 DOOR ��,' `G' 3.20 �� `L1 1 ,�#3 224.40 BW , � o . 221.50 TG r��//////. \ 220.50 BW �. 1\ \ I - _IFz _ 223.60 FL ; 223.25 FL 6 4 S I 227.00 TW I 4( 22.1.30 TG ifr °46 f• I � 223.30 TW � ` �1 , , \ _ _ 226.00 BW A f Iist \ - ' 222.82 FL ► i I 219.00 BW ` \ PLAN PREPARED FOR: \ 225.92 FL ® FF 2 2 ' �� \ i.'( �� 2�5 \ 1 '-4 I - 222.96 FLA I \ ► I 226.12 FL �;' :�\ �\ 222.0 DOOR �, 222.51 FL �`��' ADAMSON . \ I TAX LOT 801 �� \, `eS\ I �._• I N ,� 222.00 C 222.00 FL' 222.70 FL I MAP 1S-1-26DB �� HOLDINGS, LLC '. \ R\ -_ -�I_ _ 226.15 FL _�_ 1224.00 TG K 11 222.00 C 222.48 FL °II ' 222.09 FL 1 6312 SW CAPITOL HWY., EAST WEST // // to ' L IL FF 2 2.�o NNIhROW. R.O W. r -•�-_ ,1- 224.00 FL 1 r 1z___�_ r _ _ 221.57 TG LC/ 97239 503-330-2615 49.0' -�J € �, ,,�,. �`° 224.44 HP r - ---J ` N> �! ' :! 221.73/F �� i 221.96 FL 6' 22' EXTG ROW SECTION 27' PROP. ROW SECTION 6' / \•� - "�" - /�. -� 222.80 TW W - 226.00 TW ' W.,. 224.35 FL � �� / �222.2FLPUE . 7 221.95 F It 5.00 PI. .I 1 I P� C50�225.50 BW "� / N I 217.80 BW Q ROB 0.5' CURB 0.5' CURB �/ `L ° `L ::,f ' '� N EE I I ''�'� % ': / `1- , I 1.1% /`1' 1.1% I 222.70 TW = �S GIN R �O 226.00 TW ��` = 6.70' • �ig •• __ _ - �� 216.00 BW o • 53�� ?ice w 1 1.50 _= I /y_ _ �► /1 1W-- f 222.05 FL o) -< G 224.50 BW _ - - - -� - "E- _- - - = - --e1. -Y_'• - - 222.50 TW ' HOG FIRE FEN. _� _��=v,:•, a ,t ♦ '- • .! w T S.OO, (%, 01'.EGON N I. . 12.0' 16.0' 226.00 TW r 7� �►,�� `�r�wac i -r o �V 5.0' 4.0' 5.0' 5.0' I (1:66) �� 217.50 BW V..-;-'.,. ' 0 rt. C� 0.5' I I I 0.5' 225.00 BW �I LOT 1 LOT 2 221.80 TG Lor TAX LOT 1 i: 214.90 FL ��S ti , �A�O I 226.00 TW TAX LOT 301 I TA I LOT 201 MAP 1S-1-26D P ` 0 1 .5% I25.00 TW I MAP S-1-26DC I TAX LOT 2C DITCH r(� 1AAD �c_�_oanr I 1 .5/o 0.30 MAP iS-1- %Du MTAX1 LOT �6DC 216.00 TW , 224.70 BW 224.00 TW C0,50� RENEWAL / / 3 06 30 2 2 5% 2 5% I 0.50 2 5n, OAKEN GA' S" 215.50 BW ,;,, .•- ,,,,, 1111 224.50 BW 221.50 BW 223.00 TW 222.00 TW ��, 1 . iA „1,�, •. _ _� C.00-) ® 218.50 TW DATE: 1/31/2022 ila.!a.��kt;',i;�� ;��.;' +i►14,i. v-:t1;'.�;;. 220.00 BW 216.25 BW q 50� CONCRETE CURB �:'/°'/o',o',°'o'��°°°��°°,\4\; .\°o��o°o�� ,o,k;,��',, ',°'%\:',\:',', CONCRETE CURB 216.00 BW 221.50 TW DRAWN BY: CPK AND GUTTER AND GUTTER �50� DESIGNED BY: CPK 221.00 BW SW 92ND AVENUE CHECKED BY: CPK TYPICAL STREET SECTION SHEET NO SCALE C104 Attachment 1 I - EXISTING LEGEND u I I1 _ a MI, 00 20 10 20 aoFIRE HYDRANTR �� Z -\\ \‘4,ei_ SEE THE ON-SITE WATER AND SANITARYlw0 SAN MANHOLE WATER BLOWOFF MO �� _ w M RIM = 215.35' WATER METER o 'Z W Z o \ SEWER PLAN FOR PROPOSED WATER AND 1 inch = 20 ft. I.E. 8 IN (NW) = 206.3' WATER VALVE w o SAN MANHOLE HYDRANT INFORMATION ON HALL BLVD. I.E. 8" IN (S) = 204.6' SANITARY SEWER MANHOLE jI' �, \ RIM = 224.94' I.E. 8" OUT (SE) = 204.2' STORM SEWER CATCH BASIN • . Z (n \ I.E. 8" IN (NW) = 218.9' - STORM SEWER MANHOLE • - H O° / \ I.E. 10" IN (N) = 218.9' - _ - - - - - CONSTRUCT NEW SDMH MAILBOX w o N I.E. 8" OUT (SE) = 218.T - - - - - - - - _ - - - - - - _ - OVER EXTG STORM LINE GAS METER ® A Cr LOCATED ON EAST SIDE GAS VALVE �� vJ Z 0 _ _ SANITARY SEWER IE: 214.63 _ - - +- - -S- OF 9OTH AVENUE. `� W \ -SAN- - - -SA"- - - - -SAN -sAN - N EXTG. 12 IE OUT: 208.59 GUY WIRE ANCHOR - Z - - -GAS- - - -GAS- N -GAS 3- GAS - - }GAS- - - -GAS- -GAS- -GAS- -- -$AN- - " - - - - - - - ,APPROX. 5 X 30 PLANTER (TYP) SAN- - P13OP9S "-SAAIITARY SEWER- - UTILITY POLE w J O sAN- - -SAN- - - /sAN S FOR DETENTION AND WATER QUALITY - E_ ELECTRICAL METER EM - \ LATERAL `1% SLOPE. CENTER TURN LANE ,� FOG STRIPE \ \ (WIDTH VARIES) 12 WIDE TRAVEL LANE - I EL PHONE/TELEVISION RISER O 5 CD xJ 18" OVERFLOW WITH DETENTION ORIFICE - /�®'- I�r 0 0 SW HALL BOULEVARD _ �'01111111111-: - � \ 0+00 FOUND SURVEY MONUMENT •• 12 WIDE TRAVEL LANE " I- ' " �i RIGHT-OF-WAY LINE - - E' 1 + CENTER TURN LANE \ FROM 4 PERFORATED PIPE (TYP) N =�� `f O WIDTH VARIES in DOUBLE YELLOW STRIPE `�G -- �r- BOUNDARY LINE � I"I Z W / �1 ' ---� o / AIW jib ,`L PROPERTY LINE Q o N ►, r � /di N _ _ _ _ CENTERLINE -- - -- w O m � I o - - - - - " _ O DITCH - - - -' - w ,iti wAT _ - -, WAT- -N T- / -_ = -i - u - - - DWI �,, CURB w 0 -WAT- a _ -- - - - - -�- -WAT$ WA1 12" STORM FOR WAr- -- - WA -WAT �� ; J _ _ �- - - _ _ _ ^- - - _ o U� EDGE OF PAVEMENT x -� - �- ________PLANTER-E)VCRfLO ---e.i ��. - I�� ' > �'''� ... _ --' ^ FENCE LINE - _ z -•EL- ,. e. 4 - --- - '- �.� I. W- - u,- ;U - � \ ' GRAVEL EDGEa 0 rn - c> _ - - - -> - -ate - MilM _ ..� - - -0Hw- - - _ .OH.. �O -oHw- - Z POWER LINE - - - -pv0R- � °"W� 0HW- _ ` '"'_ "W - - - 1JjOVERHEAD WIRE - - - -oHw > Z - - r-- j - ' POLE WITH DRu 6' WIDE BIKE LANE TELEPHONE LINE - - - -TEL LC, . a - -1. . . d Dd . . . D ,. . D .. D . GAS LINE -GAS- T CO D e D Q D- D • A • •D.•. ' d4 D: ''D -' . •, 'o • A% • • • d'� D . A. ,�; 6' WIDE BIKE LANE - - N '-I O . D D ' 6 ° D d I •• ' CV • • • AA' d �. D D I d • . A,. , �O . . D . 4 : d 6 WIDE BIKE LANE STORM SEWER LINE - - - -SAN o 0 '.� d D , D • r •� d d� I' D •• d, D 'Q. � ' . BUS.STOP.SI INVERTED GUTTER LINE EXTG. ROW LINE SANITARY SEWER LINE -SAN CO Q U d p .N1114 I d 30.0' D d.. 8.0' SIDEWALK WITH 0.5' CURB (NO DEDICATION) - cp o ACROSS EXTG. DRIVEWAY ) WATER LINE war I I m WITH KNOCKOUTS ADJACENT TO PROPOSED BIKE PATH AND EXTG ZLo = W \ ' '' D DETENTION/WQ PLANTERS (TYP) ROADWAY AREA ON HALL AND EAST INVERTED GUTTER LINE Z W \' k► 7 . CONCRETE CH_CK [� o OF THE SUBJECT PROPERTY WILL GO ACROSS EXTG. DRIVEWAY O o J \. DAM (TYP) $ A \ SANITARY SEWER IE: 215.35 UNTREATED AND UNDETAINED, BUT p < I- I _ SP I AN EQUIVALENT AREA UPSTREAM OF ---I _ "1 I \ / • u HALL AND WEST OF THE PROJECT PROPOSED LEGEND \ - I WILL BE DETAINED AND TREATED IN ,, nn j 0 \` 1 IltA ` IT'S PLACE. SEE DRAINAGE REPORT V , - - - - STREET CENTERLINE W J (7.1/ \ FOR DETAILED INFORMATION. -- -- -- STREET ROW LINE J C.() e / I o \ `, -- -- -- PROPERTY LINE II .d ,4 - CURB O = J ti •• d.. I CONCRETE rn SW HALL BOULEVARD SEE GRADING PLAN SHEET C104 FOR r d° SIDEWALKS J p Q o STA 0 + 0 0 - 5 + 0 0 HALL BOULEVARD CROSS SECTION. rill PROPOSED CATCHBASIN J Z m �0� W/FILTERBAG INLET PROTECTION Q O Q SCALE: 1 = 20 Q O J -1 PROPOSED STORM CLEANOUT = Q o © PROPOSED SANITARY CLEANOUT W C _ c` co- \ O PROPOSED STORM DRAIN MANHOLE I, PROPOSED STORM LINE W/45' WYE SAN MANHOLE \ I-Ci) CC CC Q RIM = 233.62' \ !Ay ,„ PROPOSED FIRE HYDRANT p _1I.E. 8" IN (NW) = 224.2' SEE THE ON-SITE WATER AND SANITARY w o I.E. 8" IN (N) = 224.6' CATCH BASIN IN PROPOSED WATER METER C �SEWER PLAN FOR PROPOSED WATER AND 40 0 20 40 8U „ Q I.E. 8" OUT (SE) = 224.1' STM MANHOLE RIM = 232.15 1 - - - - - - - - RIM - 232.71' 12" I.E. IN (NW) = 230.2' HYDRANT INFORMATION ON HALL BLVD. I.E. 15" IN (NW) = 226.8' 12" I.E. OUT (SE) = 229.8' 1 inch = 40 ft. I `f' \ I.E. 15" OUT (SE) = 226.6' SAN MANHOLE `, RIM - 232.13' CONCRETE STORM OUTLETco - ��c- _ - , I.E. 8" IN (NW) = 223.2' 18" I.E. (SE) = 225.00' STORMWATER "BUBBLER" CATCHBASIN - - I.E. 8" OUT (SE) = 221.2' DATE: REVISION ALLOWS WATER FROM WESTERN STORM - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SYSTEM TO ENTER ROADSIDE PLANTERS - - -GAS- - - - - - GAS- - GAS- - \ GAS-- -GAs= \,_�/S- - - -GAS- - -GAS- - - -GAS- - - -GAS- - - -GAS- - - -GAS- - - -GAS- - - -G - - - FOR TREATMENT AND DETENTION. - - _ _ 4-1/2" GAS LINE a - STM - - - - -S� - - -STM- - Cs STM- - - -STM- -SfJI _on -_-STM- - - -TM- - -STM CB RIM: 235.28 (4 DEEP SUMP) _ - - - - - -SA"- 12 WIDE TRAVEL LANE TOP CURB: 235.78 , CENTER TURN LANE -- sAN- - - �sAN -sAH � - - - - -sAN- -SAN-�- SAN © - - L-- SAN © - - -.4AN- - - - wet- PIPE FLOWLINE OUT: 232.41 (2 SUMP) (WIDTH VARIES) I _ SW-HALL BOULEVARD 12' WIDE TRAVEL LANE -6 WIDE BIKE LANE CHECK DAM OVERFLOW: 234.32CENTER TURN LANE STEEL TOP TO BE PLACED OVER It) t, - (WIDTH VARIES) PIPE OUTFALL AREA. I 4 /ir�� //'�'� Fi~///r", _ _ DOUBLE YELLOW STRIPE `/ O PLAN PREPARED FOR: WrollipP7• • I A /1 h ,didWg0PdaP- A� _ - �/ 7 > ADAMSON i AT �� AT AT .A / I ;T r AT r / LO 0 P cm `tip' N CONCRETE CHECK 12" STORM FOR - 12" STORM FOR `° , o `- (TYP) PLANTER OVERFLOW ; o WA - AT -WAT 3 - -WAT- 0 3 8" WATER o HOLDINGS, LLC DAM TYP N - - - - - ►��.'.�_.�� - T� - - WAT- -WAT- - -WAT- - �W -PLANTER-OVERFLOW ift-i o -Z -I - c Z DO \ = �T �� - - - `C 0 < 6312 SW CAPITOL HWY.cNi A 1 -,--1 pus- - ' - - - - _ �., -- STM - _ - :D ` 4.: . : : " • ' •• ', •' ••�' - • -i- - - _ e1L1_ 14 / - - - \�'_ = TEt�- -- I - - - �=1-- Alm - - _ - z #133, PORTLAND, OR . . s • • 4 ! A. ° 4' r - c �P �T O 3 -� 'O �� O -STM Vim• -> > -> ' �-> -> Qr �� OHW�.1� �- - -0 - _- ,t ON -- - . . A I I fl- �. - -TE - -� •O - •., - 0�- - - 0-� -OHW �� -_law ` -- OHW- - _ OHW- -eHW - oHw- =ORW-�C 97239 503-330-2615 - - - - �. • a A . o, d, D I�Q �Ij/� - •) �� I _--�- 'I • �562' 6`TrE, .57' ) r - • T -�- ' ,- ~ - D • .., •. : Ad CHAIN 'LINK`FEN# A A. ••• ' •� d �_-- - ,� -�. �- I, d - D • a CO► 'd • D• ��IS;�'� 'D. 1I d -1 • A b 1 d 1 1 D '1 d'. .' D / I- OLF wiThr DROP D ' d . D ° ID 11 :a � D d D \ D: d:D .D 4 .O D. � D .D �Op �.� •� � �..PeLE WIT�D ° D d .d A °.D. d •• p • • d O °� 0 d 'PD � �CQ�yPRO/�^ rn o -• [SE BIKE LANE `2'. Q I D d �:� p 3' A. °p d :D O d >d• D p 'iC) d V_ • ,.. �.. � � .d•. � ,• - � .; ..� . � � �� a TRAI�SI-O�MER�: .D� �. d � '� : :. .'d � D GG ,• D a' D �.r x .. .. . -D p � D •.d ° � �. •d .. � `� ��.7 �r1G I NEER /� "TRAFFIC PHOTO -APPROX. 5' X 30' PLANTER (TYP) " D' ° • D G A - A • • D d •. " A n . , . ' A ' > Z -, 4 WIDE PERF. PIPE -• .1 ., 11 ., • . Z 53,75 ENFORCED" _ _ FOR DETENTION AND WATER QUALITY °•DIM-RUNNING BETWEEN - \ ° . - 1-- _. -- �I II 1 L J/� Z ,� G G .J 111) d �V . = 1 m __L �� 5f7 CATCH BASIN Z y -, 0'.EGON RIM - 235.32 PROPOSED SIDEWALK CO CON • I I -IC7 EXTG. ROW LINE \ /, a \ 18" OVERFLOW WITH DETENTION ORIFICE \ ' J ',/s+ ' 2 ' V APPROX. 5 X 30 PLANTER ( ) 0 ` P. l'\ 12" I.E. IN (E) = 233.1' TO EXISTING. (NO DEDICATION) \ *A FROM 4" P FORAYED PIPE (TYP) Q ` Ki 12" I.E. OUT (W) = 233.1' \ ,' • - II \ FOR-DETDOON ND WATER n,�UALITY - T � �� \ \ hl \ 0.5' `i' = W RENEWAL 06/30/23 (PLUG 12" EXTG. IE WEST) 5.0' SIDEWALK WITH 0.5' CURB �D. N 8.0' SIDEWALK WITH (I) DATE: 1/31/2022 WITH KNOCKOUTS ADJACENT TO \d J'\ "'• I \ WITH KNOCKOUTS AOJA FNTR 0 B W DETENTION/WQ PLANTERS (TYP) \\ A p. °dal I DETENTION/WQ PLANTERS TYP U) - \� \ I TA V I nT 1 MC) I \ : \ ( ) DRAWN BY: CPK DESIGNED BY: CPK SW HALL BOULEVARD CHECKED BY: CPK STA 5 + 0 0 - 1 0 + 0 0 SEE GRADING PLAN SHEET C104 FOR SHEET SCALE: 1" = 20' HALL BOULEVARD CROSS SECTION. Cl 0 5 Attachment 1 i PROPOSED LEGEND EXISTING LEGEND \'k��,�� \ ,` - - - STREET CENTERLINE ,' s�o\ cps � \ „ -- -- -- STREET ROW LINE C/1 0 0 '�o��,�\ \ -------- PROPERTY LINE ..� Z ., 4pSR/af \ \ my CURB �r� Z NN \\ `\ ••a:• •a.. •;4,4.: CONCRETE FIRE HYDRANT R I_ - LL o0 •`' SIDEWALKS \ \ \w\ \ 40 0 20 4o so �•/�� WATER BLOWOFF � �,�� W W M \\ \ \\\ ®� PROPOSED CATCHBASIN WATER METER o o w W/FILTERBAG INLET PROTECTION WATER VALVE J Z \\ \ \`\\ \, 1 inch = 40 ft. \ SANITARY SEWER MANHOLE • - '\ \ \w\ �� O PROPOSED STORM CLEANOUT o I STORM SEWER CATCH BASIN ■ W o \ \� \\\ O PROPOSED SANITARY CLEANOUT STORM SEWER MANHOLE • w\ r n \ i \\\ I O PROPOSED STORM DRAIN MANHOLE MAILBOX �'°� �� v! Z p '�. w\ ."I \ I GAS METER ® ` W \ �\\ � •.� \ \ 1` PROPOSED STORM LINE W/45• WYE GAS VALVE A Z �� \\ ,„ \ '\ �w�` w` \\ GUY WIRE ANCHOR w J `° • "��\ \ w\ PROPOSED FIRE HYDRANT UTILITY POLE `� � x'` \� \'\, '`` � �� ELECTRICAL METER • \\ \ PROPOSED FDC • TELEPHONE/TELEVISION RISER ® U U \ \ ' IE: 230.00 SIGN �� ••' \\ - i i. \\ ® PROPOSED WATER METER • •>-; II 1 • ;4�- ., \,,, ROOF DRAIN FOUND SURVEY MONUMENT 1 �� O � \ i . RIGHT-OF-WAY LINE - - I � 7c �\ `\ SAN PROPOSED SANITARY LINE BOUNDARY LINE Q � ,• �a4P� 1:5) \, PROPERTY LINE • ./74 . CENTERLINE -- - -- a . 0.q .' .� a, V vv v DITCH `� \ �` �\ CURB a \ EDGE OF PAVEMENT ..�.. . - . .* \ y'q \ , 1 FENCE LINE a \ eQ� ,''\ 1 GRAVEL EDGE - - v v I ' POWER LINE PwR v 1 OVERHEAD WIRE -oHw- 70 ' • TELEPHONE LINE -�L- N • 227.00. SEE HALL BLVD STREET I 1 0 1= �aC • ►' �' ��'' • v tea,_ ROOF DRAIN PLAN FOR STORM DESIGN GAS LINE -GAS- co LIDA STORM LATERAL TYP m ! a:: �► _ ( ) Ii STORM SEWER LINE' INFORMA11ON IN THE PUBLIC ICONNECTION TO MAIN. I ��/pF �.�,;"F °�\ ROW I SANITARY SEWER LINE - - - -SAN- M I t, ��;% -..\ - per �\ \'"\ � cc WATER LINE -war Z PUBLIC LIDA PLANTERS 4F. 4. , •1 � �\w \mow\ I >- FOR WQ AND DETENTION I 14, In I ,, t' •... \ �. I I T1 1 i-,• ._ • . ** . '• ' -7- .4, <. ..4 '.., r> i= I IE: 230.00 I r'� ;\\ I I I I I \ .1 s i, 4 • \ \ p .,, , ��` IE: 222.50 I UJ CD ROOF DRAIN IT I ° ' ?soA �� ROOF DRAIN J J I I a ° :1 1 • • ' PRIVATE LIDA PLANTERS 1 :: / I I \ �\ I 1 (� FOR WQ AND DETENTION I j_ir• ^ 0 �, � , .. .,:\\ �� w\ 3 RIM: 222.5 TRENC DRAIN w (�0 �► ,::..• \ \` \� \ 0�\ 6" IE OUT:022030 H a LIDA STORM LATERAL (IYP) III i 12CONNECTION TO MAIN. 1 I I I j •° �_�' c" / :� O �\ w�� L.L.I Q Q p I I I I • % TRENCH DRAIN „ / \ � \\ \ I i \ CC o CD 1► I i 4 RIM: 223.00 a 6„ �� w o \\ 0 pp PUBLIC LIDA PLANTERS a " SqN ,• A ,\\ i�'\�B� \w , 0 J IE (S): 221: (6 ) „ FOR WQ AND DETENTION I �� \ � I III ' 0,„„,.... ram:, % IE r, 220.77 40). - . v \ :vw • , �, O 0/� Q o co- LIDA STORM LATERAL (TYP) I! " %yam R iI j I' •IN _�A ��.� • - . .b \' � CONNECTION TO MAIN. "�' I,, Cn - 1 1 IICC I „\ I III I i, r01 �/' �� \,.� \\. ` Z. S"v `` .\ i , CG-2 CATCHBASIN 1 _ _ 's:,_ , °', \ \ \'�; .. ,,\ '\ 0,, w.\ -` RIM: 231.09 I I p I : PARKING ARAGE l ,. �l \iii� \ �/,q �. \, 4Igill':. �np j•r r IE: 230.00 CATCH BASINS DRAIN •� L yi,. - , --. R� �. w o CL IE EAST: 227.00 %+. \ '. - _ \ I I I LOT 28 ROOF DRAIN LOT 29 °" I � \ \ \ `\� \` C... I , �. TO SANIT RY SYSTEM. '1 .0 r . CONNECT TO EXTG. I a -- - _ ��5 1 II IE: 221.58 oiL SAN AN 92ND AVE. STORM ►�, .v v \ � � .' `D I ROOF DRAIN �\ \ MAIN. I IE I230.001 _ _ _ - � I FIRE I .� ..th\ sro �,, �'°V .�. cn I �(� FI DRA�1N - - ROOM ` ,;. aF �� - A.V '` cv, a IE: 221.39 " I cn 0.30 #4 \-------......„.„. �• `, �,QTI I a "MONTAGE" " " \ : _ a . �� , °R �� \ � co _ _ _ 12"X12 WYE ,!! IE (S): 20.77 • ROOF DRAIN 'O�l�� .\ LYNCH CB � � �\ _ �\ I W/6 REDUCER lik- 1 �►�.� RIM: 222.52 .„AI I CATCH BASIN \ DATE: REVISION LOT 37 i �� I ��/�� Off• IE: 220.65 ` �\ •\\ RIM = 226.0T I = • iJr 1 00 ��, E: 220.30 IIIIIIIIlli N.,,lopiropill " . \, SUMP = 221.T LOT 33 i `° I = I 30 ADS PERFORATED DETENTION SYSTEM • \\ - _ I 1 �I / ® � � 1 ■ TAX LOT 800 0 �\ �� MAP 1S-1-2sDB • IE OUT (BOTTOM): 217.60 .� \ S Y MANHOLE 1 I ��/� 11111 ., ' �� TOP OF PIPE: 220.10 M = 228.23' I I !r , � FF 222.00 v8 `6. IN (N) 1 1 ____ ��' CG-30 CB \� RIM: 222.00 : �• RIM: 222.90 �- 8" LE.)SUT (w�_ J i li - - - = \ 1 217.57 • IN N I\ 1 �.,•,� RIM: 224.00 \ I IE IN: 215.65 S �� O 1 IE: 221.50 IE: 220.30� IE IN: 215.75 �W III': 220.10 IN (E) I O • 1 ROOF DRAIN IE OUT: 215.65 E) s 220.10 IN (W) STORM MANHOLE - - -m- _ - I WQMH W/4.5' SUMP 1 :_ - _ .`.`/•• . 217.57 OUT (S)} RIM: 224.00 ll :� PLAN PREPARED FOR: RIM = 228.28' '� .. � . :,•t ... •...•.•... ��. �� n� av s• I : � IE IN: 220.14 •.i _®��_:_�_� _ , . . �,r,j L_ Lti LYNCH CB CURB INLET TRACT"G" \+ IE OUT: 220.14 �, 4 , ' RIM: 221.57 ADAMSON \ �/� IE: 219.90 RIM: 221.63 Q RIM - 226.82 �\� �� 3;- I IE IN: 217.49 HOLDINGS, LLC 12" I.E. IN (W) = 223.6' CONCRETE STORM OUTLET \ \ ��F;==-�_ _ r T ., 4 .Ai�_ � IE OUT: 217.29 i? 12 I.E. IN (N) 223.7' 12 I.E. N = 223.6' , -:. _ _ I / *�`- • 6312 SW CAPITOL HWY, 12" I.E. OUT (S) = 223.5' V ,� - _="';; 0) J '_ �� _ CONTECH WQ VAULT SUMP = 221.8' - - ' sL'.-- ---- _�! --- - - -- --_- --- - --_ 97239 503 330 5 OR- 3' OG FlRE FFNCE - .._w= _ `�--i,-_____ __ __ __ __ __ .. _ __ �Iy '-' �; --- -- CO _ 217 26 IN v HEADWALL 1 ild �' � oT 100 215.46 OUT I IE: 222.76 1 LOT 1 LOT 2 II MAP 1S- •1C AX LOT 301 I TAX LOT 201 TAX LOT 202 LYNCH CB LOT 3 1 HEADWALL OUTFALL ,�GD PRO/ 4P 1S-1-26DC I�aa 1s-1-26DC RIM: 221.80 I `c3`�' 12.0' CG-30 CB MAP 1S-1-26DC TAX LOT 203IE OUT: 215.43 PUBLIC STORM RIM: 224.00 I 20.0' "ne,tru r_eTrc" IE: 220.13 MAP 15-1-26DC HEADWALL OUTFALL �� 53;7EFR �O� EASEMT. HATCH IE: 221.50 PUBLIC STORM 5.5' WIDE X 195' LONG X 4 DEEP I IE OUT: 215.43 • F� -J I BUMPED INLET VAULT EASEMT. PUBLIC WQ & DETENTION LIDA PLANTERS ,-<,,J G RIM: 224.50 HATCH FOR PUBLIC CULDESAC STORM RUNOFF 60" FLOW CONTROL MANHOLE V..-;--5; OI•.EGON o I. . RIM: 224.00 IE IN: 217.89 " RIM: 222.00 .Y�y ti Co IE: 221.20 rW) IE OUT: 217.69 RIM: 224.00 30 ADS PERFORATED DETENTION SYSTEM ♦'� , z . �O IE: 221.20 ) IE IN: 217.06 IE OUT (BOTTOM): 217.60 IE IN (N): 217.57 ` f.�' K1 � PLANTER OVERFLOW WEIR 221.20 IE OUT: 216.86 TOP OF PIPE: 220.10 IE IN (W): 217.57 SUMP 217.20 IE OUT (E): 217.57 RENEWAL 06/30/23 DATE: 1/31/2022 DRAWN BY: CPK DESIGNED BY: CPK CHECKED BY: CPK SHEET C106 Attachment 1 EXISTING LEGEND /1 t cf) 0 0 TAIT I U a DECIDUOUS TREE DECIDUOUS TREE REMOVED 40 0 20 40 80 0riJ.� _ LL W M FIRE HYDRANT o Sao \ \ WATER BLOWOFF MO Z W z WATER METER o � W o\' ow�y� \ \ 1 inch = 40 ft. WATER VALVE 416 J Z \p ski HOLE Sao'444, \ \ STORM SANITARY CATCH BASIN • r o 0 V 5�� \ \ \ STORM SEWER MANHOLE m N c \� \ \\ MAILBOX (n Z \ GAS METER ® hf61 Z W \ GAS VALVE N ,LrO \\\, \ \\\\ ', GUY WIRE ANCHOR J `O © N UTILITY POLE \ \\ \ \\\ \ \\ ELECTRICAL METER 0 \ \\` \ \ \\w \ SAN MANHOLE Ew, ' \` \ \ RIM = 233.62' \\ \\\ \ - I.E. 8" IN (NW) = 224.2' TELEPHONE/TELEVISION RISER ® [-� 0 SIGN 0 \ � � I.E. 8" IN (N) - 224.6' -� �\ `\\ \\w `� I I.E. " OUT (SE) = 224.1' FOUND SURVEY MONUMENT • �: I--I CATCH BASIN �� , \.. \\\ \ RIGHT-OF-WAY LINE - - G RIM = 235.32' �`\ \\ •\ \ STM MANHOLE BOUNDARY LINE 12" I.E. IN (E) = 233.1' ' 4 'Niiiii \ \, \\� \�'\ \\ RIM =»232.71' PROPERTY LINE 12" I.E. OUT (W) = 233.1 ti \. \ \.,°\ LE. 15 IN (NW) = 226.8' CENT• • �w \\ V.� v 7• 31 I.E. 15" OUT (SE) = 226.6' DITCHERLINE - - -> sZ .... ��v �v, � vv s � �. � CURB ♦♦ •.4: - \`\\ \: \y�' "' � . EDGE OF PAVEMENT �♦ �, \w\ «.\/ \\,\ FENCE LINE - - a ♦ \\ \\ \\ SAN MANHOLE GRAVEL EDGE ♦ • r, \ \'fib r '` c,. °'� RIM = 232.13' - -'�``� v. v 8" IN (NW) = 223.2' POWER LINE -P - ';. \// "" '�\ \ a \ \.� 41 E. BOUT (SE) = 221.2' OVERHEAD WIRE - - - -0NW- T ♦ Q\ . v �\ vv '• `v TELEPHONE LINE - - -TEL N ; • . � N- ;I:: vv V vv vv v� - - - GAS LINEGAS o PROPOSED 6"'VIR' r • �� \ \'� �\\\ ``°\\ STORM SEWER LINE SmM CO SANITARY SEWER LINE - - - -SAN- cii o HYDRANT ASSY."• /%a \� ��;\�44 \� �,\ I WATER LINE - - -war Z `c) BEHIND SIDEWALK. I \\\ \\ eO \ ` I I W 1` I i . 4 \ t, \ \\ \ \w\ I OJ j I .7 I• �2,2 � � - y".,v v �\ /Q v��v I I- .y \ �m I i ,.. .,,\ \\\ �. .`' - ? ,: PROPOSED LEGEND >- _I W C Iih I � i± .`' • � •• vv vv PF °"vv M I I I I I; �•. ' \��,� \\ � �\ �i\`\4''' 1 Q i -- - - - STREET CENTERLINE Cl) I , \ -- -- -- STREET ROW LINE \ \ (/7I-.\ 1 �\ �''� >çCONCREflTORMOUIIET = 225.00' / LL J z rn 1� o 1 ••:: ,. .: \ ---• \� -- -- -- CURB PROPERTY LINE Z Q N II ilk I / / ,y,�• �\ \ .o••.. a . :.., CONCRETE Ico $ 11 1 L- \ s��,2:�, ��\ \\ i I . a.. SIDEWALKS o I I� '� ' 1 v v w �w%w v SAN MANHOLE I�� PROPOSED CATCHBASIN 0 0 J I II NI i �� ,i \ �� \ RIM = 224.94 0� W/FILTERBAG INLET PROTECTION W O Q o I f/r �� LE. 8" IN (NW) = 218.9' C!.) Z IZ g I I� �/ o ." _ � I • � � •',�,,, \\\� \��\\ � " � LE. 10 IN N 218.9 O FF 23� �I� / �` \ PROPOSED 2 DOMESTIC "• O _ PROPOSED STORM CLEANOUT Q = co- II I .�w WATER METER CONNECTION: \ s OUT SE = 218.7 0 III I Yi �I i y / I >•. \��\ +� O © PROPOSED SANITARY CLEANOUT I I I * . •: ,TO EXISTING .�\ T I I I 1 II /..,..„ 1 PROPOSED OME f�` ��. 6" X 8' WYE O PROPOSED STORM DRAIN MANHOLE 0 Q I I I I �` i •' / WATER METER• o ,� CONNECTION I zzs % / " i w PROPOSED STORM LINE W 45° WYE C� L _ H.: I I /1:.. / ./ p , �I?I� SED 2 DOMESTIC. e, •. \ 01 --•.,... `E < " �} PROPOSED FIRE HYDRANT 1- I� I I / I / ♦ \ / I 1 a�. : ' • 4;w� b. \ '`\\ \ 80 IE:E 214.63 POSE �� U a , 4 I I II I I- 1 •�i� ci / / , '4 ',� \.. w CNN CT PRO PROPOSED FDC c.) I - w f .� '':: <- �► �\ ..,;k:NITARi:( LATERAL TO IillI � �� I \ ��, �•. \bQ'\ C�. MAINLINE. ® PROPOSED WATER METER 18III ,� .,......,. �,...� /., , 1 26DBI'aX . ,oT !00 ._ % v v V � v c� I ' ,..114 I --' x . s \ SAN PROPOSED SANITARY LINE II I 1:':.1 / / \ 7-"•••••,wm..-71,1L PROPOSED 3 4 IRRIGATION ..m ' I / LOT 28 j LnT �g ;' �. •,� : I WATER STUBN6SAN- ,/' I ► '• \ `� \ \ DATE: REVISION I / PR E OUDEC ,p 1000 GALLON - 01 FWijilki&vRELOCATE EXTG. HYDRANT ASSY.1 / / CHECKVAULT ��p FIRWATER SEPA ATORBEH II�D PROPOSED SIDEWALK.A \ SAN MANHOLE I II - - 7 1 --1'� i I�'I POOM VAULT. I z ...'� ': '. / �^ ♦� i ^� \ \ I \��'+. -- RIM = 215.35' 1 / , ¢ ` pat .� \ » I I / » i PROPOSED FIRE I I \ • N " a ;/� s. "" / ' \ I.E. s IN (NW) = 206.3 I I = MONTAGE"/ I \ ' PROPOSED -DC R PROPOSED 2 DOMESTIC ♦ I E s IN s 2o4s /__ ROOM LOCATION '�I�I \ : o �, ® ,� 8" IE: 215.35 ♦ �� \• • O _ ' i �•� . LOCA�TON ° I WATER STUB : .•..y� \> \ k \ I.E. 8 OUT (SE) = 204.2 CATCH BASIN I 7-7,11 PROPOS FIRC , / / O 8 SANITARY LATERAL ' ,32 • I •1 • �•� E9 I, % //////, STUB TO BUILDING -. 1 \ I '. \ RIM = 226.OY� i 1 �.; HYDRAN SY. �� .. i \y \\ks,12" LEOUT (S) = 223.7' \ 1 PROPOSED FIRE LINE - 111/1:111 «,\ SUMP - 221.T CONNECTION AT EXTG. - FF 2 _ / l:�'1/i;'I,cv'i'''�I' % '► ' �\ _ I " 1/ �,\ \ I IIITAX LOT 827 ill 3 PLAN PREPARED FOR: I �� / �® \ MAP iS-1-26DB 1 , `♦� \ 8 BLOWOFF. • ..\ \ SAN RITA Y MANHOLE iiii:AIM = 228.23' I 1 I / , NOTE: ALL CATCH BASINS IN _ ♦"�� I ADAMSON N 8" . IN (N) 1 I „- ` 'i'' -'''I�;® PARKING GARAGE WILL BE LYNCH TYPE y ♦ \\ HOLDINGS, LLC \E.)Ok1T (W�__ J _ Ili =� -'- - AND WILL DRAIN TO OIL/WATER FF 222.00 IIII TAX LOT 801 I \ �' e'wehx I SEPARATOR BEFORE EXITING OUT TO o, I� IP MAP 1S-1-26DB I 6312 SW CAPITOL HWY., - _ _�1111- -, ----- ----1_ © �- S. ARY. CATCH BASINS WILL NbT �zz�� ` •I; �,': / I 01_,CT DIRECT STORM WATER RUNOFF. 1 #133,PORTLAND,OR STORM MANHOLE A- I- 3 ©/ / I I - _ �'' . : ° LU 97239 503-330-2615 RIM = 228.28' SMUT9p1 f 0�O) i1'3 :/ I . J L-___� 4•/ I J CURB INLET TRACT"G" - 1 II \. / • / o. .P..1 �ji RIM = 226.82' \\ I� / Q .0 PRai`�' 12" I.E. IN (W) = 223.6' CONCRETE STORM OUTLET ` \ c-___,„,, ,,T,„,„„,,,m._..m,. ..._,..__41 •,...„Afri. �I,......im.„:, y � co �Nc I NEEi0 12" I.E. IN (N) = 223.7' 12" I.E. (NW) = 223.6' �' � > ° _ - --. '-- 53,7V) ,-4 12" I.E. OUT (S) = 223.5' ;, ��`��Qa � 0) SUMP = 221.8' I - - - ,-- - -'� - � - � 1L1 T - - -- ` , o EI GON o Gv '4:9 -- �a v .,LI. cE `" r - TAX LOT 100 ��_ •r ri,o CO I LOT 1 LOT 2 MAP 15-1-26DC x I' o y 1 z c TAX LOT 301 I TAX LOT 201 TAX LOT 202 I LOT 3 I s P. KO'`� MAP 15-1-26DC I MAP 15-1-26DC I MAP 1S-1-26DC I TAX LOT 203 I "OAKEN GATES" I MAP 15-1-26DC RENEWAL 06/30/23 I DATE: 1/31/2022 DRAWN BY: CPK DESIGNED BY: CPK CHECKED BY: CPK SHEET C107 Attachment 1 CATCH BASIN \ MANHOLE RIM = 232.15' N RIM = 232.71' 12" I.E. IN (NW) = 230.2' \ \ -7 o MANHOLE N I.E. 15" IN (NW) = 226.8' 12 I.E. OUT (SE) = 229.8' J ` \ RIM = 224.94' oN op E MANHOLE CONCRETE STORM PIPE \ I „ o , I.E. 15" OUT (SE) = 226.6' CONCRETE STORM PIPE I.E. 8 IN (NW) = 218.9' w to 00 0 RIM = 232.13' » 12" I.E. IN (NW) = 227.8' / 4' ' - CONCRETE STORM PIPE I- o > U 12 I.E. IN (NW) = 229.0 \ I.E. 10 IN (N) = 218.90 r� I.E. 8" IN (NW) = 223.2' 12" ' 12" I.E. OUT (SE) = 227.4' CONCRETE STORM OUTLET / N \ 12" I.E. IN (NW) = 220.7' _ o �, „ I.E. OUT (SE) = 228.2 » I.E. 8" OUT (SE) = 218.T » - _ V) rn Lo 3 Z I.E. 8 OUT (SE) = 221.2 18 I.E. (SE) = 225.00 / \ 12 I.E. OUT (SE} = 220.1 _ __ - - �.,,t a�� GAS- —GATE ,_._._.T�S— — — —GAS— —GAS— — — —GAS— — GAS— — — —GAS— — — —GAS— — — —GAS— — — —GAS— — — —GA — — —GAS— — — —GAS— — —GAS — — GAS\ — GAS— — — —GAS— — — —GAS— — — —GAS — — —GAS —SAN- - --S Q 0 < c ` — — — 4-1 2" GAS LINE - - - -sAN- - - -SAN- - - -SAN- — — CD >,(\/ a T_- --'---...,... —/ / \ -\ -sAN- -SAN_ _ --SAN-- —_ - Q N \/ ' — — —STM — — — —STM — — —STM— — — �— — —STM— — — —S1M .�-- — =MR S7M. _ — —Ste- —STM-- STM — _____ I}— — —SAN - —SAN S '_ ^ — �_ --- ---- — \ O N `' \ — — — —SAN— =SAN— =�— —SAN— _ —Lzl \ m —SAN— SAN $ ` - -- - --.7--SAtir sw- -SAN- a -.� �\ FOG STRIPE \ \ \ rn N i ,,, SW HALL BOULEVARD I �� \, \ =i. Z m W DOUBLE YELLOW STRIPE �,� (COUNTY ROAD NO. 1165) \ DOUBLE YELLOW STRIPE f - - - _ - M -- - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - ---7` �' o w SIDEWALK BARRICADE , `� n o co o c IN.) �ti. ti'' (\, SIDEWALK / ^) n / M C 4J I {.a J — —WAT— — r— —WAT— —WAT— — WAT^ 1� / / vv � —WAT— —WA -C4 — — —WAT— — -T —WAT— — —WAT— '�S— / f = WAT— — —WAT— —��— —WAT— — — —WAT— — WAT— — —WAT— — — —WAT — —WAT— — — —WAT— — —WAT— — WAT— — — —WAT— — — —WAT— —WAT — — --7/WAT— — -- { n.,ii / I / 1 —WAT— — —WAT— — f, —WAT O. , 1 ' „ I FOG STRIPE WAT —WAT — -- WAT ti 7 — —WAT —WAT— 8 WATER' - - - - - — — — — — — --t -�— —WAT ; � —WAT— —WAT— WAT— —WAT— �/AT— —WAT— -}c'WAT— —WAT— —WAY —WAT— WAT— —WAT—� —WAT— —� —WA WA -' � i ,,,,�,,,-_.��-- / m�T r __ `- \___›..„,._••__ _777:7_GRAVEL i , � .. �/ .�— ___ -7-,„„.7------*---- .. _.__.._ - —.....,TEL... .-_...—.. . TEL .._. ._.._..�_� ...,._EL— =,a.=— ...— _ __-- —_.._...__- l __... ___ .— —>�- _ - _. TEL _. Tim z. ,,,,,,, ,.. GATL D _ — IP .- ' ____ ! \ _. - - 4_ _ _ —on • - —e:.W T11 — — —emeo PRIVATE PROPERTY ` 31--.-- : - F-- POLE WITH DROP° . �• ,- �`� S62'56'11"E 430.5T I I - -- 20663 \ GRAVEL PRIVATE \ 1` "PRIVATE "PRIVATE �T I / i ) Q, 3 ; POLE WITH \ PROPERTY" ` 9 PROPERTY" PROPERTY" \ N7. \ N t ( CONCRETE STORM OUTLET \ TRANSFORMER \\ / I `,_ � , N BUS STOP SIGN \ J. : \ ` I } 1 l i \ 10251 all � 12" I.E. (SE)j'229.7' CONCRETE STAIRS o \ ; s 410 10252 %� WITH METAL HAND RAILS D /D , 4' WOOD FENCE �� \ I I I „ 'I` AtI / . \� \ t , I \ ' 10253 f N NO \ A . . \ f i I , J PARKING" \ • D. /0 20708 \ I %' \ ; cn o ..- A D \ I ( 1 \ \ I w \ 20676 v ;77// AA .... . : :• A { CD X \ \ \ t , D A i\\\ \ �. I 10076 t0085 \ ; I I i z F— f \ � D -. i \ � 1 { i C 10247 � ij.j Z <C TAX LOT 1000 \ I 0 8 \ c> HOUSE / ° ° 6 — — I 't j 10250 \ \ w = �s \ \ MAP 1 S 1 26DB - a , ► ;\\ \ \ f l 10245>� \ CD O F` ///CONCRETE STAIRS ` 4 .O �HANC I I z \ / , . �t / \ 10244 Z \ \ 9� I ///// > .D a .• .. • • oto• ; •.. # 10074 ` s TAX LOT 801 �_ \ a. \ D ' D ° a ' i f \ 1 10225 =N / ° . D Fr t ,' \ \ AP 1 S-1-26DB \ \ ° a 10261 \ �' O • - .- ••• :. :• L/ J • i A / \ \ 0 •\ \ \ \ ,. s't / / \ \ \ Vi, a • ° / / I 10262 I „``-,J 10233 emu'.' l� m \ \ • K / { \ ,0234c� COVED• /\ L . GARAGE / L ; ,' t` .� N L \ PATIO 1 a P __/ �� \ --- — —• - / TAX LOT 900 ( f ;' P10223\ `��, �, \ ` \ / r 1S-1-26DB / 1 f TAX LOT $00 �, a / ...11 SC \ 9 < 10111////// MAP 1 S 1 26DB , \ \ ti\ \ \ - HOUSE / \ / MAP 1 S-1-26DB 10227 % • 0 < i %' / i \ 10236 1` \ \ \ / "NO PARKING" ~ 4' WOOD FENCE / I / t \C, \,,\ \ -'---- / /\ ,/7 i 7 \\ a] en / \\ ±15' HIGH ARBORVITAE t\\ \ 1 \\ jo \ \ ±10 HIGH N, 7t v l k/ \ ti \ ' \ / -------4AOTAEN / i �v 3 �� /\ ' \ A � j 9 l i —— J 1 11, 1 \ / \ i/ ma \ I ' ±20' HIGH ARBORVITAE �g '" ,, �_ ; U �s 20508 1 / \: \ \ \ i 20509 2 L� \ I j i - / \ �' T \ \ \ w ±10 HIGH792v \ \\ c'\ ARBORVITAE , J t f \ \\ not. i I % t 10185 i — �/' / LEGEND \ — ±13' HIGH ARBORVITAE S�� w t ,c1: s - LOT 29 \ 10183 i ,o21s , CO DECIDUOUS TREE \ \ `, PRIVATE TOWNHOUSE i ;J r j 1°17410182 r j \9 t PROPERTY" _.i� �.-� �_ t , / J .- FlRE HYDRANT \ �' ' \ 10103 / `~� o \ \ \ , ��— LOT 30 D • i I / / r % ,0087 ,% _ - WATER BLOWOFF QWBo \ \f") \ `' j , f ` i L;-f J�WATER METER ® N � \ ` �� $ fr / f' f ' &0102 /�, 10181 a. Pi.8 53 WATER VALVE D4 \\ \ \ \ ` 1 / ( �•�'10104 ^ '!- LOT 3 \ - LOT 31 \ ; / t 10106 \ .=-'-- -~' r-- E:sco SANITARY SEWER MANHOLE 0 \ \ \ • - - ,� \ s / / j 10122 j r%''� \ f LOT 28 \ ; i 1 j / ' __ 10�05��,0�%� x STORM SEWER CATCH BASIN ® \ \ S 9/ � gr I / / / l TAX LOT 203 3 Q STORM SEWER MANHOLE OD G 'a i1 �\• , • LOT 32 ;' j ' /00„4 ' MAP 1S-1-26DC '— MAILBOX © \ \\'� A a \ /D �p J i / ( .. ��/ F� ' = DRAWING NO.: 2022 TOPO \ \ . TOWNHOUSE \ r' / I �V �p0� SCALE AS NOTED • 6 GAS METER ® \ \ \ ° ° 10314 1J /f 1 ' D cv » \ / , "ti _....__. . LOT 2 DRAWING GENERATED BY LD2004 GAS VALVE II NO PARKING' \ \ i i (NI 1 i ` 9 \ � / \ I `i/' 9 10120 DRAWN BY: BAJ GUY WIRE ANCHOR \ \ / ; �' �y'y uTIUTY POLE \ \ "MONTAGE" t tiN / :/ CATCH BASIN 1' n �� ,�; ,�,��w TAX LOT_202 CHECKED BY: cHs \ \ \ , • }RIM = 22s.o7 f �- -- agb - MAP 1 S 1 26DC ELECTRICAL METER Ell \ LOT 33 / ° a ! .�0 10312 f 12 LE. OUT (S) = 223.7/ I / / PREPARED FOR: TELEPHONE/TELEVISION RISER ® \ \ \ \ / t '� `\, ' SUMP = 221.7 f / \ \ / 1 SIGN \ A. '6'. ems''° \ �,- d° 8 j / ,__ A LOT 1 "OAKEN GATES" \ .y.. \ D A ¢ 10415 �,- j 10313 / f '� --. ' FOUND SURVEY MONUMENT N �, I �,� i "- \ \ -- SANITARY \ \ ©Q � V1P�r.�P�'R ��, , \ !, . ., TAX LOT 201 RIGHT-OF-WAY UNE - - \ \ \ ` $ ` \• r i ;� t �1i� / MAP 1 S-1-26DC SCALE 1" = 20 FEET REVISIONS: '411 A I / U1� r BOUNDARY LINE MANHOLE S - P� � I -'-'fi > INITIAL RELEASE DEC. 11, 2019 RIM = 228.23 \ "° ^�, G� 1* s c it C ` » P // NOTES o .. . m PROPERTY LINE "8 I.E. IN (N) O*� 1032# Z \ 8 I.E. OUT (W) SHED CENTERLINE - - -— / \, II �� 5�, r 102 � C�- 1) THE FIELD SURVEY FOR THIS MAP WAS COMPLETED ON NOVEMBER 27, 2019. DITCH - - -> �' r '' ' \ 10283 /' r- . � ' 2) ELEVATIONS AND CONTOURS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 105. THE BENCHMARK IS A BRASS DISK IN 76s -__ /� pp 7... '\ G -s� THE TRAFFIC SIGNAL BASE AT THE SOUTHEAST CORNER OF SW GREENBURG ROAD AND SW HALL BOULEVARD IT HAS AN REGISTERED CURB _ ' / .; \ �...'' '" ,0282 TAX LOT 301 ELEVATION OF 240.75 FEET ON THE NGVD 1929 DATUM. PROFESSIONAL EDGE OF PAVEMENT —'-"- STREET D �� CURB INLET - - ' MAP 1 S-1-26DC LAND SURVEYOR N = 10284 SIGN RIM 226.82' \� ` 10291 3) THE BASIS OF BEARINGS FOR THIS SURVEY IS SN 33518. FENCE LINE o 0 0 12" I.E. IN (W) = 223.6' 12" I.E. IN (N} = 223.T 4) THE RIGHT-OF-WAY WIDTHS WERE ESTABLISH USING INFORMATION FROM RECORD SURVEYS AND THE TAX ASSESSOR'S MAP. GRAVEL EDGE - - STORM MANHOLE O EGO 12" I.E. OUT (S) = 223.5' JANUARY 15, 200 POWER LINE - - -pwR RIM = 228.28' 5) THE SURVEYOR WAS NOT PROVIDED WITH A TITLE REPORT FOR THE PROPERTY. IT IS UNKNOWN IF ANY EASEMENTS ENCUMBER CLINTON H. STUBBS JR. SUMP = 221.8 - CONCRETE STORM OUTLET OR BENEFIT THE PROPERTY. 55469LS OVERHEAD WIRE - - -o+W TREE INFORMATION 12" I.E. (NW) = 223.6' RENEWS: 06/30/20 6) THE UNDERGROUND UTILITIES ARE BASED ON THE MARKINGS PER LOCATE TICKET NUMBERS 19289092 AND 19299903. TELEPHONE UNE - - —TEL 10074 SPLIT 6",9" APPLE 10114 6" ASH 10185 10" LOCUST 10236 SPLIT (2)3",5",6" LOCUST 10261 SPLIT (2)18",20" LOCUST 10314 SPLIT 5",6",8",9" COTTONWOOD 10076 13" APPLE 10120 7" ASH 10186 6" LOCUST 10242 SPLIT 8", 9" LOCUST 10262 SPLIT (3)6",14" CHERRY 10319 6" DECIDUOUS JOB NUMBER GAS LINE - - -GAS 10085 SPLIT 6",9" APPLE 10122 6" ASH 10192 SPLIT 6",7" ASH 10244 SPLIT 10",16" LOCUST 10281 SPLIT (2)5",8" HAWTHORN 10320 4" DECIDUOUS UTILITY STATEMENT STORM SEWER LINE - - -SIM 10087 6" ASH 10148 SPLIT 5",6" ASH 10216 SPLIT (2)16",18" OAK 10245 22" LOCUST 10282 SPLIT 5",6"(2)7" HAWTHORN 10415 4" DECIDUOUS THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 2022 10102 6" ASH 10151 7" HAWTHORN 10223 9" DECIDUOUS 10247 19" LOCUST 10283 9" HAWTHORN 20508 13" BIRCH SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER SANITARY SEWER LINE - - -SAN » » » » » » » 10103 6 COTTONWOOD 10174 SPLIT 7 ,8 HAWTHORN 10225 6 LOCUST 10250 13 APPLE 10284 SPLIT 19 ,20 OAK 20509 14 BIRCH IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN SHEET WATER LINE - - -WAT 10104 6" ASH 10181 CLUMP WILLOWS 10227 CLUMP DECIDUOUS 10251 10" LOCUST 10291 SPLIT (2)5" HAWTHORN 20663 33" SNAG - +30' HIGH THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM " » » » » » INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 1 OF 1 10105 6 ASH 10182 8 LOCUST 10233 28 LOCUST 10252 SPLIT 8 ,10 LOCUST 10312 SPLIT 6 ,8 COTTONWOOD 20676 32 SNAG - ±30 HIGH 10106 10" ASH 10183 SPLIT 7",10" LOCUST 10234 22" LOCUST 10253 13" LOCUST 10313 8" COTTONWOOD 20708 8" BIRCH Attachment 1 �' 'pEXISTING TREE SCHEDULES /2!/� a, 4� �in,, Y\\\ � 231 ' ��T(//NAji� � ;1-/ itfJ63III% (s' \ Tr # Genus sp./Common DBH Canopy(ft2) Open or Stand Grown Heritage Tree? Cond.Rating Pres.Rating Preserve? Comments '�. /• a° ° 7O ` ` � � 10074 Malus Apple 246 open no 2 2 no ' (SFJ I/�� I q �2J• 10076 Malus/Apple 14" 530 open no 1 1 no 10085 Malus/Apple 6",9" 254 open no 2 2 no •i ° ° 10087 Fraxinus/Ash 113 open no 2 2 no ® C � v' ° °. ° \� F� 10114 Fraxinus/Ash 7" 113 open no 3 3 no � 10120 Fraxinus/Ash 10" 4 open no 3 2 yes trunk off-site 10122 Fraxinus/Ash 6" 111 open no 2 2 no h 20676 � � STAIRS �' ° ° �\�� rl'j� DO 10148 Fraxinus/Ash 5",6" 113 open no 2 2 no �� ' ,' � ° ��j�' � 0(/� Y ��/ 10151 Crataegus/Hawthorn 30" 106 open no 1 1 no .,a SF ��I SHARED \ ° d ° ��'� � \ F F /2'� 10174 Crataegus/Hawthorn 9",8" 201 open no 2 2 no �ssFi � ° � . � <<0/y Cqs 10216 Quercus/Oak 16",16",18" 362 open unknown 2 2 yes trunk off-site �� \ � �0�� ' ST�/� '/��' 10225 Robinia/Black Locust 6" 113 open no 1 1 no �' � 'O �' F�j � F 10227 Prunus/Cherry 6",5" 141 open no 1 1 no :� ° 1 no 2 2 es tree off-site,, ,� �SFOL� �� 0236 Robmla/Black Locust 6,6,5 NA open y a RM 711401111._-. 10242 Robinia/Black Locust 26 NA open no 2 2 yes tree off-site �, °FR ' a \c 4 4� , : 8 �.�j 10261 Robinia/Black Locust 39" 1257 open no 0 0 no I 4PRIV. ° �° �J•� `rrO�o qTF 10262 Prunus Cher 18" 334 o en no 1 1 noGr � �� \ '. `��`�,�\ 10312 Populus/Cottonwood 8",6",3" 157 open no 2 2 no //` S 0 10313 Populus/Cottonwood 8" 157 open no 3 3 no ;;l 4111r.... �\ 1, ° i:`�\ � 8 10319 F n As wood NA 25 n no 2 2 no treeo site °d A / '/�FTF ST 10314 Populus/Cotton 7",5"2"2" 4 open 2 2 ; a �Op�^ \ � (s 0'4//s.°°,1i raxi us/ h 5" ope no yes off-site I OFFICES � `` /n \ C „ • ., �' •- ` �T'TY, a � O�j ` l � 0(� 10320 Fraxinus/Ash 5 NA open no 2 2 yes tree off site .. / pessF, ��y d , NTY�, �� NA t ff tNiit% .,� ° ` �� \\ 10415 Fraxinus/Ash 4" open no 3 3 yes ree o -si e o`\\�/ ��. `1' \ OqQ� /�� 20508 Betula/Birch 12" 235 open no 2 2 no �; �' � �, s` \ Q ` � 20509 Betula/Birch 16" 470 open no 2 2 no 4�\ITI PRIV' � SHARED °a � ° ,,��' \ � //65� ��O � 20663 Snag 33" NA open no 0 0 no Dead \ ° >>F 20676 Snag32" NA open no 0 0 no Dead N \ b3,sFi °. d ° 7,� \ °_� _ ��, \ \\ CC20708 Acer/TOTANDBHay Maple 7" 201 5472open no 2 2 no SNARED /�� 7 �it a � °' O � �� Stand Genus sp/Common of Dominant DBH Cond.Rating Overall Stand Pres.Rating Total Canopy(ft2) Canopy Preserved(ft2) Comments n ro sF GO Stand#1 540 0 `� I �♦ ° ry� . ` riiN10251 Robmla Black Locust 11 2 2 remove \ 1II] SHARED ., v° ° � °.„`/ " I10252 Robinia/Black Locust 18" 2 2 remove �� Isoasq � • �R ' �' � � N10253Robnia/BlackLocust1322remove° opF q ti_./ /�'/tiI ��FStand#210223 Malus A le 11" 0 0 emove4175 0 fJU CMC COURTYARD , \ L� �"/��A nA' I \\ SHARED °� ° 'ilik ©� /(` 7 77 10233Robnia/BackLocust2622 emove1.4' r 011 ` � ARBORVITAE 1 '±HIGH 'EMOVE ,, i ° ° a , /F • /0"/�(N�� 10234 Robinia/Black Locust 21" 2 2 remove�►� � �� ' ° ' ° _ 8" � 10242 Robinia/Black Locust26" 22remove /5' ,� ARBORVITAE 20'±HIS (REMOVE) OC/T�SJ 218g, 1024a Robinia/Black Locust 16" z z remove ' �' 2j8 10245 Robinia/Black Locust 26" 2 2 remove ��/ �� ♦ °, a 2J8) 10247 Robiniag Black Locust 20" 2 2 remove \� \ 10250 Cratae us/Hawthorn 14" 0 0 remove 14 / (� � ° O� �� Stand#3 698 0 1 ' ° RAT4 , 0; \ L� ` 30181 Crataegus/Hawthorn 12" 1 1remove 1 PRIV SHARED TY" ` FA 10182 Robinia/Black Locust 8" 2 2 emove MC DINING °. 10183 Robinia/Black Locust 14" 2 2 remove pzasF� aoasn 6wsc ' �� ° ° `. \ \ CST/r/p,(� 0/�1// 30185 Robinia/Black Locust 11" 2 2 remove / SITTING � � � � d � � - ` � ` 'VC p eF ' .a ` O /2"/ �FTF 10192 Robinia/Black Locust 6" 2 2 remove iiiii N y �I 22g �/ ' �� cV ° ° %,�, ` �(/� F 12„ F // NT0R /f 30192 Fraxinus/Ash 6",7" 3 2 emove i , ° Stand#4 568 0 i I I, y / ° \ ST (SF 22 10102 Fraxinus/Ash 6" 2 2 remove /'7 �� \ ��, rpF 10103 Fraxinus/Ash 7" 2 2 remove 1 _ � //�� - � � �° �� q �� 30304 Fraxinus/Ash 6" 2 2 remove _ / 1�lliiii IIgII` ` , ,,,.4 r ° - ,• ^7 10106 Fraxinus/Ash 10" 3 2 remove T ♦ ,. �� °a �c /- 10105 Fraxinus/Ash 12" 2 2 remove illl SHARED PRIV, PRIV. ".,,,4,--- _,11 ' -�7�, / • � Stand#5 736 0 11 II ObzasFi °I. MM.+ TRASH °� • `r-` \ 10282 Crataegus/Hawthom 18" 2 2 remove • in •iAp# °. egus/Hawthorn 6" 2 2 remove 1 06 ' , 0 rzsrl ' ® �.��/ ° , ° / \ 10283 Crataegus/Hawthorn 8" 1 1 remove \ 30284 Quercus/Oak 36 3 3 remove � '= — o 10291 Crataegus/Hawthorn 9" 3 z remove C , — — ,( �� --• �y��\\ I = ■ � a ai ° \`� �� TOTALS 6717 0 < �- FENCE TqF O ` ` . �/� ��_ ` ROOT PROTECTION ZONE: Ir 9- � O ELEV 00 .. e d �\ �� -,� ENCROACHMENT INTO THE ROOT PROTECTION ZONE IS ALLOWED WITH LANDSCAPE ARCHITECT APPROVAL AS • - �a J6O \ `I �` c�. �\ DESCRIBED IN THE FOLLOWING NOTES: ter. ®�nn� �' �� V� ° � 1. EXCAVATION IN THE TOP 24"OF THE SOIL IN THE CRITICAL ROOT ZONE AREA SHOULD BEGIN AT THE EXCAVATION + �� t/S <. °�. �� LINE THAT IS CLOSEST TO THE TREE. ARBORVITAE 13_HIG �� T ARBORVITAE 10±HIGH / �I B.O.HaLOBBY t t -- �o�a - Op d: 2. THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A PERSON WITH A SHOVEL, �' S/ 1. 4 PRUNING SHEARS,AND A PRUNING SAW. 0/ '� & r` N ° ° °• �O 3. IF DONE BY HAND,ALL ROOTS 1"OR LARGER SHOULD BE PRUNED AT THE EXCAVATION LINE. 28 It \ �/ 4. IF DONE WITH A BACKHOE(MOST LIKELY SCENARIO),THEN THE OPERATOR SHALL START THE CUT AT THE \ �_� / �'t0: ,I ` <, 4 EXCAVATION LINE AND CAREFULLY"FEEL"FOR ROOTS/RESISTANCE.WHEN THERE IS RESISTANCE,THE PERSON 1 1 \ Illa ° WITH THE SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1"DIAMETER. It 1=1 ❑ ,0 �/ ��;, TREE PROTECTION NOTES: `O �� `` N T F T APPROVED URBAN FORESTRY PLAN WITHOUT WRITTEN T A. NO CHANGES SHALL BE MADE TO ANY ASPECT O HE O UOU 3 / ff t/ O k j ®� \ �� 1J(I� CONSENT FROM THE LANDSCAPE ARCHITECT OR CITY ARBORIST. _ / ) o B. TIMELINE FOR CLEARING, GRADING AND INSTALLATION OF TREE PROTECTION MEASURES:WORK WILL BEGIN 229 — - _ � ,�1 WITHIN (3)WEEKS OF PFT PERMIT ISSUANCE BY THE CITY.TREE PROTECTION WILL WILL BE INSTALLED PRIOR TO '' BUILDINe - �� TREE STAND#1 '‘ \ � y ANY GROUND DISTURBANCE WORK,CLEARING,AND GRADING WILL FOLLOW. °7 �� C. PLACING MATERIALS NEAR TREES. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF /�/ O/ OFFICES \ TREE STAND#2 � ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, PARKING EQUIPMENT, PLACING SOLVENTS, �CF'' Li/ ❑ _ k81SF \\ OFFS E STORING BUILDING MATERIAL AND SOIL DEPOSITS, DUMPING CONCRETE WASHOUT, PAINT BUCKETS AND _ TREE TREE LOCATING BURN HOLES. Ilr 11111 _ 04 S PROTECTION D. ATTACHMENTS TO TREES DURING CONSTRUCTION-NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE ,10,`D .,_ ♦ FENCE //'• �, ' DESIGNATED FOR PRESERVATION. LEGEND T t•::! or / • E. PROTECTIVE BARRIER. PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR: ,r, O/ L�� ,,, ii,pli, /t r t I�, •.' r1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE AND , �/� COMPLETELYSURROUNDINGTHEPROTECTEDAREAOF ALL PROTECTED TREESORGROUPS OF TREES ASEXISTING TREE TO BE REMOVED \ (� .�X I t /PKNG LOBBY ; �.•• �� SHOWN. FENCESSHALLBE CONSTRUCTEDOF 5 FT.TALLMETALMESH,SECUREDTO8FT.TALLMETALPOSTS.', 4I� �i ' POSTS SHALL NOT BE PLACED FURTHER THAN 8 FT. O.C.APART. EXISTING TREE DRIPLINE _ GLO ' �� , �I�I ,I ,\ �, � , ; I ,,' 2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6)INCHES,OR WITH PLYWOOD OR EXISTING TREE CANOPY AREA / I I ��• �i- ��/ :I 8 SIMILAR MATERIAL, OVER THE ROOT ZONE OF T TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED //� / � �� 0 BY HEAVY EQUIPMENT. n7OT - ELEV, qp . iI '' , �,JA110;;‘,410/111,4 , 3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES CANOPY AREA 3� ':, ■El CI husFi JS . _ WITHIN THE TREE PROTECTION ZONE. � I�� !!I I4. MAYBET REQUIREDTOMINIMIZEROOTDAMAGEBYEXCAVATIONOFA TWO(2)FEET DEEPTRENCH,AT THE PROPOSED TREE PROTECTION FENCE IIII ---'77' \ / ///////////% Or., ,,..1'V�/ ��I01, t EDGE OF THE TREE PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. / I/ LOFUNGED i_ I I 5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO AVOID EXISTING WATER METER wM `� I� / ' '�IPlir C] 1 / DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT 1 s G 1' ►� �� .� �� T CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. EXISTING WATER VALVE N Wnr , I / WAN �' � , / 6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE LANDSCAPE ARCHITECT AND CITY ©��_� ► IOfiAol'Or. �qA ARBORIST AUTHORIZES THEIR REMOVAL. EXISTING HYDRANT + =ip. � / 7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE N / REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR. USE PLANT EXISTING WATER LINE 8" Y7 n p cv 011444001 - I / MATERIALS WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT ANY r, WATER t ,,, ND OFF-SITE TREES 4/-6, e' ! IRRIGATION SPRAY AWAY FROM TREE TRUNKS. EXISTING POWER POLE (NOT IMPACTED) �� , 'll-/ H l ..�// III/ F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE EXISTING OVERHEAD POWER p„,i. I ,M� q`S/N ::::: i � �I I/ LANDSCAPEARCHITECT'SAUTHORIZATION.THELANDSCAPE ARCHITECT MAYALLOWCOVERAGE OF UP TO ONE I �� /F 260 '7 �I I/ HALFOF THEAREA OFTHETREE'S ROOTZONEWITHLIGHTSOILS(NO CLAY)TOTHEMINIMUMDEPTHI�II t• �p QO , I/I® NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE EXISTING POWER S ` V O\ TAG _A\— T(S / I ' 'I TREE.AERATION DEVICES TO ENSURE THE TREES SURVIVAL. EXISTING GAS VALVE 0 _ IF 2>>' J ?_____ Allill11111141111Ailk �/I IG. IFTHE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE �� I��I =+w •'/�II �ITREE PROTECTION ZONE, IT SHALLBEPERMANENTLYSTABILIZED TO PREVENTSUFFOCATION OF THE ROOTS. .4:1°. �� IIII I� \ 0H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE PROTECTION ZONE OF ANY TREE TO BE EXISTING GAS 0 'Ir — PRESERVEDWITHOUTTHEAUTHORIZATIONOFTHELANDSCAPEARCHITECT.THELANDSCAPEARCHITECTMAYEXISTING TELEPHONE STRUCTURE rR II „- TREE STAND#4 REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S IO. /� - TREr.aE \ or f OFF-SITESURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. EXISTING TELEPHONE LINE TACT G � ,,,, I�� — ' ENCEI I, TREE I. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE TREE STAND#5 / PROTECTION ZONE OF TREES TO BE PRESERVED.THE LANDSCAPE ARCHITECT MAY REQUIRE THAT UTILITIES BE ,4 EXISTING STORM MANHOLE TREE PROTECTION FENCEik 7 ,, C(/R TREE STAND#3 II I TUNNELED UNDER THE ROOTS OF TREES TO BE PRESERVED IF THE LANDSCAPE ARCHITECT DETERMINES THAT / �F, R/M B/ r� TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREE'S SURVIVAL. EXISTING STORM CURB INLET ❑O , „ / //1/ N�� / `1 �`Ofr 26 T �� . �1 _4111ar l ' / ' it L I J. DIRECTIONAL FELLING, DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES �F. /N J 82' ,J �� ` , ► "1"t •Ir :::: STORM CATCH BASIN ® 0 (NJ 22 i_ � -� /f u LAND APEAR HITE TMAYRE READDITI NAL TREE PRE ERVATI N T6 p_� . � _�� t�. �;��„ K. ADDITIONALREQUIREMENTS,THE SC C C Q O S O�STORM PIPE S(/�p 22 �' I ' �,',a� ET � rnriorvv. t� , EXISTING SANITARY MANHOLE O �27 ,�� I� , /'i �kAr L i ' 'Iv '�Att�� NOTE REFER TO SHEET L5 FOR TREE PROTECTION FENCING DETAIL EXISTING SANITARY PIPE - �� ---_ _ �_—"v— •-1 EXISTING 5 FT.CONTOUR N89°01 3' ��'� �"'-` '�� oN� \Y/Y y OFF-SITE TREE •- TREE PRESERVATION & REMOVAL PLAN EXISTING 1 FT.CONTOUR 7 '' RFj' 10181ir _/ F /tie° 1" -20' 02/11/2022, (N�iST��M � OFF SITE TREE t 6 , S T D� 22 1 0 — 36 �q Tq/ �qp4/ 0 Tqi T 2 3 S,� 70 • p >� OT > 7C T n� ��/0 ,^ OT �9 Tq/ ` 6O 0 10 20 40 60 Brian PRELIMINARY. INARY �,lenity ASSISTED LIVING & MEMORY C A R E A ffik OREGON d 11/08/02 v k 4,0 A I C :6 architecture .n n � A EMENT L � , incI 1 1 C. The Tree Preservation and Removal Site Plan meets all of the requirements in UFM Section 10, Part 1. - J 3150 I�p {��p Court �➢ p g Oregon ��[O� Hall Blvd. Tigard OR The Supplemental Report as required in UFM Section 10. Part 3 to be prepared by Certified Arborist. MAKING A DIFFERENCE IN SENIOR LIVING p 50 3 399 090 S 66F��503 �31199 0565 S w D I1elS�`��tyIaII r�O�tecture.com02/11/2022 Brian Lind RLA#521 Date Attachment 1 d : a � �p•�VgTF �; a° a `�p LANDSCAPE CALCULATIONS CANOPY TREE LEGEND: 111111111 .�pF\� SYMBOL BOTANICAL/COMMON NAMES QUANTITY SIZE/FORM 4 9 68 SF ,,,.•� (symbols reduce ) T: f ; ; ;;; A: �� Q R i \`� riiO ) 19STREETTREES I � �,+\ er crcatum(Native: 19,776 SF �� Vine Maple(CWS Appendix A tree) Standard 0 ��/NG 0 boy/\ ° a a RqV %TOTAL LANDSCAPE AREA: 21.1% Ginkgo biloba'Princeton Sentry' 6 1-1/2"cal. B&B 0 f�� 0y � � >` ° \-\ % IMPERVIOUS LAND.AREA: 22.6%(25%MAX.) ° Columnar Maidenhair Tree Standard c, ° r �► .° L 2 LANDSCAPING STANDARDS: CANOPY TREES �TAIRS �� -' °9,I ~ �� B PERVIOUS LANDSCAPE AREA: 15,301 SF •wrt � 0� ��\ d �- `� � �0(/ �� Cercidiphyllum japonicum 7 1-1/2"cal. B&B z I �1� SHARED \O)lo� ° 1 �� YF 1/2„ Katsura Tree Standard 40 i4140, Wel �) ), ° •� �0�� qS�� GENERAL TREE CANOPY STANDARDS Cercis canadensis 5 1-1/2"cal. B&B �^ ��)f- IMF //0 F 1 TREE/600 SF LANDSCAPE AREA 15,301/600= 25.5 TREES Eastern Redbud Standard ��,� TREES PROPOSE (EXCLUDES ST.TREES): 29 TREES paniculata 4 B&B iiiiit ��efiriov ►��\ ��X00� • D E S : Koelreuteria Stand cal 11 0 y0 �� (50% Goldenrain Tree and O X\ d •• ` \ \ p SHRUBS REQUIRED OF LANDSCAPE AREA): 7650 SF �� 0)4je d �';•.,, Q., `O 'qTF Quercus garryana 3 1-1/2"cal. B&B illi I f, �. �d ° �� `j� R (106)LARGE SHRUBS @ 6'O.C. SPACING (36 SF)= 3744 SF Oregon White Oak(Native) Standard 1� ifar_ � ` s/ LARGE SHRUB MAXIMUM SPACING T O.C. 150 Syringe reticulate 21-1 2"calB BI ,r`�\)\)'' 482 MEDIUM/SMALLSHRUBS 3'O.C. SPACING 9 SF= 4338 SFJa anese Tree LilacStandard OFFICES ° (0 MEDIUM/SMALLSHRUBMAXIMUMSPACING3'O.C.PRIV. �; 0 Zelkova serrata'Village Green' 3 1 1/2"cal. B&B � � / sF �. Y d . :*/ U'v1)- TOTAL AREA COVERED BY SHRUBS= 8082 SF(52.8%) Sawleaf Zelkova Standard 900 VISIO 4)0 1164* br a 6/� FI/ REMAINING AREAS PLANTED WITH PERENNIALS, CONIFEROUSTREETRIAN L: / 4114 82°� j/6 � ��^+ GRASSES AND GROUND COVERS WITH MULCH. °u� Thuja plicata'Virescens' S 6-7 ft. B&B IIII �� PRIV. 4 �� ° 6 5) �0 Low branching SHARED d° .° 7�F ; . Western Red Cedar(Native) 9 � p3+sF� WeFf7 ° d ° (� NOTE-ADDITIONAL SHRUBS WILL BE PROVIDED WITHIN THE °jjjjjq�° O ii , MEMORY CARE COURTYARD. TREE CANOPY COVERAGE 41111111011� PROGRAMMA�Q�� ° � COURTYARD 1S �� „: LANDSCING TO J\ �. �@ ° ° ° SITE AREA 93,368 S.F. ...• BE DEMINED �J � riiri � 6O � � C 33%CANOPY REQUIRED 31,092 S.F. 11(1 � \ SHARED I ♦ ' . ° ° d STREET TREE ..IT Sfaulf \ FsFl a pR P��" �OADJUST DEPENDI ONON I34.7%CANOPY PROVIDED 32,473 S.F. .•.. . . Op qN POR ° i�T STORM-WATER IN _-CTURER/ y0�K C�/\ LOCATIONS M Fi cocH' - �� Y".' I MC COURTYARD � . © 8, �211LARGE SHRUBS 3 FT. IN HIG 4,01 �� m .� / EVERGR.EN SHARED HEDGE ��. `)� �7si O a 70„ N�ti 41 Osmanthus delavayi 6 2 gal. �� , st ��A � ° ° �� /� �� Delavay Osmanthus �1 �� \\ ° ' 0�/j J 2 89 Ribes sanguineum 14 2 gal. � IN-■■�� I,Ij € \�, �SFJ \ /8g0 Pink Winter Currant VISION : FT.S-, .; u. � J `� a ° � �. TRIANG E �� J lummumm� a ,,, 0 Vaccinium ovatum 17 2 gal. /I DJOINI :NTR �q / — ' �j .� d •` I Evergreen Huckleberry D DROP-0 'REA / �� t�° ° j • . •\\ °\ ° `��O e Viburnum tinus'Robustum' 67 2 gal. Oh, ° � Roundleaf Laurustinus PRIV. SHARED , MC DINING era °.. C TR/ MEDIUM/SMALL SHRUBS <>sF, �� lO)j ° ° pSITTING O r Y - �J\ ° d ` QO �\ Aspidistra elatior 9 1 gal. � � It. 4 0000 ,E ° °�. (/�� Cast Iron Plant o�� 2� • , ° �� F Escalloniax. NewportDwarf21 1 al. ply, / id)l �� 0� CompactEscallonia��.�� ►-O_I��_� /�ti 4 it 1--PmCi a�� ° ° v S Rip f��1 . � / �' ° °�� .• �q F ® Hebe pinguifolia'Sutherlandii' 19 1 gal. " • q , �1. yel) /` d ` `� �TOSutherlandHebem iQ�; i / F 00iiiiir �; °° � OIlex crenate'GreenIsland'.„.. .* 62 1 gal. p ,. PRIVI • a °, ° '• Green Island Japanese Holly � PRIV.N IlSHARED PRIV. PRIV. � il��Z 10 IIjQ.!'' bassFlp°asFi p='SFI 5 FT. MIN. TT Ilex crenate'Sky Pencil' 13 1 gal. 1II! �7 �/ Sky Pencil Holly p I S 3 SCREEN TRASHy/Oh ® � um _ \ Mahonia re ens 95 1 al. ' BO _ • � sFi �_�%�' �%�� Creeping Mahonia • ' III© ,� �0:�`-� �� _AA��AL` \IA��A_��/ - 1�-�Jinir� - - i_ (�r0� VISION „ •� ::11111T/_iv— �i1 V1 - {�1 4 ► -T.� �; ; I 1 f I TRIANGLE `�r` � '�' _ Nandina domestica'Gulf Stream' 33 1 gal. Cl/ © OI/O - © © �:_ ©41© I• �Ii�I - Un _ amboo �� V�'� '�� ,L. Gulf Stream Heavenly B/ �VlVj „ �q I O III" •) A—-- Rl�_1W1—�l!Il1r�R01Y�f80Ji�Z1i1WLOJ•�!�Aft: _ —Ii7. 1 II w - .. /� C. low °--ir _ _-- _ _ il�i=' ,�c') ��i �� _ `� ° d � Nandina domestica'Harbor Dwarf 52 1 al. illi +aQ _--_ __ ELEV �� 7� ® �I! /��i Cd //� / ►�� n�'� �� -n °.d � , Og•, �oaJ qD , t �� ©� 0 ° Harbor Dwarf Heavenly Bamboo �-nr+RwcwUM _ ��co=�= �� ❑ ❑ cif= (d ��) //\\% ►�� 0��© \\��• �--� ��R �� ©0� ,, Osmanthus heterophyllus'Goshiki' 29 1 gal. ©M ntriroil ,,. ;�� ' :__ _ ��7U Goshiki Holly leafed Osmanthus Ar 0 �i�lu� V°� � , ©fill ,�i .\ .��V0 p �" OO '�� © ©©�� TI �� Rhododendron'Cil inense' 33 1 al.B.O.H.BoH LOBBY \\/ °°°°°°° P 9 q� •� % �'` � ),' d °�_ V Rhododendron �f//y� 0� > 0<�s� i FT. MIN. �• = � � \ 28 O/ !LP :VERGRE:�', 'rj� , ° ° O g ,;� ° R Rosa x'Noamel' 95 1 al. :,::;:te 29 \ \ EDGE /©Q �c; ° AppleblossomFlowerCarpet Rose 'I�'j�� . - °° ° Skimmiareevesiana19 1 gal. • IT ❑ ❑ =�O _ ReevesSkimmia❑ 8 FT.S 4 SCREEN ALO © R O`�0 ° dGRASSES/PERENNIALS�T / PARKING LOT EDGE .�� RO R1 i I IT I — CO© R I �� 0� , ®_ © ,�©OODo� ® Agapanthus'QueenAnne' 15 1 gal. 4/ e ,� Queen Anne Lily of the Nile o �,y ,71'.77' )•,.-,0 , ��-*COl. ��®W 0 i.�.�� Bergenia crassifolia 18 1 gal. �� k B U I D \ f V� ��% • &e�� Winter-blooming Bergenia T .�� / /\ OFFICES \ 9 '4' © ,�, Carex morrowii'Ice Dance' 111 1 gal. qC�,, J7 a �i \ ;e .4). C © �. Variegated Japanese Sedge 11+1w � ❑ _ °:'\ C• E ° © Hakonechloa macra'Aureola' 14 1 gal. �I II - '. ,1•> RH apaneseForestGrass_ e 8 FT. S-4 SCREEN AT �)p / _ osy R tur s x'RosyReturns' 71 1 gal. T T '�i DELIVERY AREA ) ��• T IN.WIDTHoir .fir, �• 4�� ,, t�� 'jamI osyReturns DaylilyLOBBY ELEV 222 , ��01 3 FT. MIN. HIGHISCR„°' I ��,� EVERGREEN HEDGE �� sEL 0 euchera x'Lime Rickey' 14 1 gal. PKNG LOBBY \ ° \!it �� - wsasFNi rescens' 37 1 al� . P P 9 P P g 9 � = >"�. Black Mondo Grass 8 NEW 6 FT. FENCE / „ O `` GROUND COVER T iik. 4111, i `•OOO ` ELEV. 9 0 j rIA ' _ Fragaria chiloensis 2.25"pots @ 18"o.c. 1 , I ` �//% Q Ornamental Strawberry 4` II ////////�� 264 II Oat BIO FILTRATION PLANTER STRIP /j\Eil',. D \ E I t" ° ��// Carex rossi 50/o Plugs @ 6"o.c. _`Aka ,,,,1 /�,1'O , pose SFI °�-:d. 'i 6 +MEM 4� Rossi Sedge ��III� •�! �� Juncus patens 50% 10415 / Spreading Rush W "�� VISION TRIANGLE �� I� • NOTES: R „. DWB k30 o 8 WATER 130R `a L,� Q NEW 6 FT. FENCE ATOP 9 1. AN AUTOMATIC DESIGN/BUILD IRRIGATION SYSTEM UTILIZING"SMART" II^'(� �! y�• TECHNOLOGY SHALL BE INSTALLED TO PROVIDE 100%COVERAGE TO VV�I i3O „'r ® RETAINING WALL 1111 �7 no ALL LANDSCAPE AREAS. S 1r T /I I 5Atr,{v,�tllN.WIDTH I,�i © 2. PROVIDE A 2"MIN. FRESH BARK MULCH LAYER IN ALL PLANTING AREAS. O _ • (3 \I S-3 SCREEN �I, © 3. REFER TO SHEET L5 FOR PLANTING DETAILS AND NOTES. koszsFt ..II a I� / O AI © 4. REFER TO ARCHITECTURAL PLANS FOR OPEN SPACE CALCULATIONS. o SW VO\ TAG- �A\ - :goI� _- _ _ _ _ _ / Sit 0 �— -,„____, / 5 FT. MIN.WIDTH 1 R %yyiT►yyflw,i��10101�1� ef176�1 � lop rip/ 1 LIIAAALAA ak S-3 SCREEN '— �AWAW ,�1�1©1� rIIII". �I �. IlL . Iv. S/GtiFFT 10319 10320 '�I;( ,,,. _ /III �Or_ r, r, ` C/I )41 III, T�ACT Ge:NI NEW 6 FT.FENCE 5 FT.MIN.WIDTHS 3 SCREEN �, ,�% IIII. t� / — EXISTING WATER ��'j L5 fill /,III ,►1 QUALITY FACILITY i��ul, Ai / ,/ I 1— EX. CHAIN-LINK FENCE /g�i';;G�� ;1 ,/ je `j_:�O T eV ° '' • — _,., . = ='� �1� �, �� —_'. '. '''''mi LANDSCAPE PLAN z E fI f�/f�% f�% V� �� !Ali�T ��lf %��% / IliI �� r I /Er�i.��aiw�: �� AIM- i —_ ==—_— -_ _..��.�_.: .� _411/1/1M15111115EIWAIIIIIMMINED- 41.112a ,.'•' 0 .."Ill •"?... 1"=20' 02/11/2022 '... � P Y ►i ►-_A_AT7�A\%wvi��.i��_.—.�/� /fur,'�•i.�ii.��—� �i\ir. .a�,.��.�,i7��i.��.��— - =_-- = _ _ 1� ,� .i.iP�y \/�\/�\ \/�/�Y/�\�J�V/��/Y\% ►r/�P/��%4/d4/�\P/�4/rI��P/d�/�4/d4/jZY/i s,��, CO..,��. �•� .�.�: �-�:��-, � �-.�-��-�� . ------_�°`T==___ _ - --=_--1/1/.1_/J�/ / • _— to ��. _�,_.\ ,".w'. _#21in ee PAL7444Pi.kvi v'F4�P-g fAwAT �=�ivi 'g ; - «_ 7 �� / C PRELIMINARY _,_____. � i y Brian D. Lind U ‘glArirl 1 VOW MULCH LAYER ONLY ( 0 10 20 40 60 ORDGON Q Illiir Q NEW 6 FT. FENCE ATOP WO VIP' Nllr9°01 "8 336.05 10120 I��,�� BENEATH PRESERVED 10216 d 11/08/02 Vir RETAINING WALL `O� / OAK TREE A t4� \\\ CS�0 �~ lenity ASSISTED LIVING & MEMORY CARE . ..., A I C A EMENT L2 architecture, Inc_ OR 3150 KettLe Court SE, Salem, , Oregon 9�/�[0`� Hall Blvd., Tigard, MAKING A DIFFERENCE IN SENIOR LIVING P 503 399 100 90 KettLe 399 05N6l5I 1�00 00 00wDentya rcHte tune°com Attachment 1 ' \ \ �P` r ITE TREE AN PY TABLE :," I ° _ \ \ \ ::,,,N., \\w,r\ \ \ \ \ \\\ \ \ IQUANTITY BOTANICAL NAMECOMMONNAMEMATURECANOPYEACH MATURE CANOPYSUBTOTAL i ( a\ \\ qF ,�. \\ \ s"\ \ \\ I 19 Acer circinatum Vine Maple(Street Tree)CWS 12'spread(113 sf} 2147 sf I f d . •� �� \ \\ \•7' \\ \\�\ \\ 6 Ginkgo biloba'Princeton Sentry' Maidenhair Tree(Street Tree SW 92nd) 15'spread(177 sf} 1062 sf I o o :�` \�, _ � \\w,t\\ \\\ :k+PcTi \ s \\\ \\\ \\ Cercidiphyllum japonicum Katsura Tree40'spread(1256 sf) 8792 sf ' ` \ \\ \% \,w\ 5 Cercis canadensis Eastern Redbud 25'spread(491 sf) 2455 sf rI /// o • e, \\\ \\\ \ 4 Koelreuteria paniculata GoldenrainTree35 spread(962 sf) 3848 sf $ `•P\ --, \ \ \� 3 Quercus ar ana* Ore on White Oak 50's read sf 1.25 7361 sf U ��, %/// j�. �\\ \. . `� rir \wW \�GR \ \wr\ "b\\ \\ \04 garryana g p (1963 )( ) i 1 / a4. q�i \ „ \ \\ I 3 Zelkova serrata'Village Green' Sawleaf Zelkova 50'spread(1963 sf} 5889 sf N'• '// / a • ♦ � \w,t \\ \ \\ s'"'�\ \ \\ I I 5 Thuja plicata'Virescens' Western Red Cedar 12'spread(113 sf) 565 sf \ \ c--) I lip \ wt \\ \ \\ I 2 Syringa reticulata Japanese Tree Lilac 15'spread(177 sf} 354 sf Cn I / / ° a \„w \ \ \wqt \ \ \\ \Q� *Native tree area x 1.25 I /// / STAIRS \\ / `� /` \ \ \\ \w,r O \ \ \ \ i1iP ' I2 \ o \SHARED �� / �_ \ *--',fro B�F \ \u\ JZ2 \ I TreenArea: \ \ \\ \\ n \ Canopy32,473 sf i f esq �� Qom\\e . �a • � \ \ Wr\ YF/� \ \\ Uq \\ I L r d a - \ \ // // PRIV. � � \�� ° i :: ` \\ �\ \\ \�'gTFR W,r\ 1 �\ \\\ 1 a '� / ® p285� \� \ s' 4:.:7•: �`•�� \\�\` \ \ r\ \wr S \ \ \ �\ SYMBOL BO ANNC AL/COMMON NAMDES QUANTITY SIZE/FORM CANOPY AREA CANOPY AREA SUBTOTAL > PRIV. \ ,a ,, ♦ \mow \ \\r¢\ \ \ \\ \ \\\ \ _ ♦ \ \ \ \ (symbols reduced 1 kes SF' W+r \\ as\ ( y ) > . el 'A; �� \ \ \ \ \w,r\ Yw \ \\ STREET TREES I tit ///// / OFFICES \ 'd • �p / ``, \ \ \ \\ \ �� \ \ \'PnV \ l �I/ / \, \ wr \ �C� \\ � Acer circinatum(Native) 19 1 1/2"cal. B&B 113 s.f. 2147 s.f. - PRIV. 1 \ \t \ \ \ \ \ \ • dl = sF Y d \ \ \ \ \ \ / Vine Maple CWS Appendix-A tree Q I I / ® azesFi / \Q' a ... / ♦ \ wr �/kik U O p ( pp ) Standard I 1111661,._ i8P�'v \°-• �\- \ \ \\"+' \\ R10 \\\\ \\�\ Gink o biloba'Princeton Sent 6VISION \\ > \ \ \ q0 . ry B&B 177 s.f. 1062 s.f. TRIANGLE -....,,,\"‹.-. . N `. ' -� • \\mow\ -� \ \\\ wit\\ �� J� " /^�-� \ \\ - Columnar Maidenhair Tree Standard/ IIII \\I� PRIV. SHARED � e n ° / ` /„ \ \ \ \\ \wr \ S \ \ I I \ \ d _ - \ �\ \\ \ \ CANOPY TREES s \ WI sFl I I a d a SI ` --. ' \ \ \ \ \ \ • I� �� O • \ ` \ "r\ \ \ I 7 1-1/2"Cal. B&B 1256 s.f. 8792 s.f. 1� 1 1//� I • °.' �\ \\�\ \\\ \\ \,�\ \ \\ \\ \ Cercidiph Ilum japonicum Standard I 1 . //) ` ♦ \"w \� \ \ \ \ \ Katsura Tee 10111 / I SHARED ��\ �, I \ \ as / = ♦ `: w \ \ ""r\ \ \ \\ \ �O \ \ \� \ %�\\\ \ 2455 s.f. J / O \ w,t\ \ _ Cercis canadensis5 1 1/2"cal. B&B 491 s.f.% -- I �o sFl \26 ° `� .♦ i1� ; \ w„\ \\ \ \ ,�\ IEastern Redbud Standard lIY\`\ SHARED oe I �,\ \ ,, \ \ \ w,r \ I \�\\\ ® �\\\�. , === ♦ \♦\ \ \ \\ \\ STREET TREE POSITIONS MA1' Koelreuteria paniculata 4 1-1/2"cal.B&B962 s.f. 3848 s.f. I /a �:`, ♦ \ \.�� \ \ w, Standard a►_.,r \ _ 1 o�\ . . a Rip ` -- \\\\ \ \\ \wr �o ADJUST DEPENDIIx1�UPON \ qN Goldenrain TreeI ��, 1 F� ` .�-I �,\\� \ \\ \\ STORM WATER INFRASTRUCTURE \\ HOI I N, 1 1 I Ty" _� \ \=��\ \ w,t\ \ \ /U/ \ FQuercus garryana 3 1 1/2"cal. B&B 1963 s.f. 7361 s.f. .. C \ \ \ \ \ LOCATIONS i > I�q� MC COUrYARD, I ism \` SHARED I • �W \ \\ w+t \ \ 1 /�F 8„/�2Q9� Oregon White Oak(Native) Standard 1963 x 1.25=2454.75 totsq 1 d _ �'' \ \ \ \\ \' j \ J�» (jy/A, Syringa reticulata 2 1-1/2"cal. B&B 177 s.f. 354 s.f. 1I II ` --- II \\ ' n d `/� \ w,W \�� \ ::: \ \ /F / rVJ1 ■ 1 a \\ �\\ \ \ 8» �/(� Japanese Tree Lilac Standard •I■�Q '� ` \\ \Q \\\� T/ 9' Zelkova serrata'Village Green' 3 1-1/2"cal. B&B 1963 s.f. 5889 s.f. / it • ■�■�.. \ >`' - \ i \\ \ dW W,r\ \ \ 'cW \ I SF J8\ \\ Standard�_ \\\ Sawleaf ZelkovaITRIA GLE •�•� 1 4t1 q ♦ ww\ \W wt\ s" \ j8 CONIFEROUS TREE 1 Tq,W // °=NEI \ / \\ T l p icata Virescens 5 7 . B 113 s.f. 565 s.f. / oa �'`11:111:4A:. �� \\ :14T \ \� \ \ \ \\\ ::1 = hu'a I' 6 ft &B • E _i_ �% I ' \ \ \w+r / \ �"\ \,� _ = Low branchinVISI /f/ �/�?. V \ \ \ \ I ; e Western Red Cedar(Native) 9 TOTAL 32,473 s.f. i' SHARED \ �; \ \ \ / / FOn \ �"\ �\ TREE CANOPY COVERAGE I �j%/ PRIV. MC DINING t • y\\ �� a. \ \ •\\ \ \ \\ kY U \ \ \ / %'/ kze sFl poa sFl �\ \� ' A • n \ \ �• \ ht\\ \ / "Tf/nn \ \ 1 //. SITTING ' d ` °W\ \ \\ \W W r F \ \ \ ' \ \, \ \ \ \ �\ \ SITE AREA 93,368 S.F. 0Door, I / ,. v� / \ \ - �� \ w+r\\ \ ws\ 33/o CANOPY REQUIRED 31,092 S.F. \2� *it Ailr ' I wW\ \ \ \ \\\ w+ \ orV \ \\ ` 34.7% CANOPY PROVIDED 32,473 S.F. W 4° I 1 p ' I`� \ \ °/ ' a e \•\ \ \ \ /\ \w+r 14T IN,,, \ \ F \\ \\ \,, 1 I rillilll'Ill I .r it I w,t \ \ �\�1J t�J I PRIV. PRIV. /�. \\ • e° �`• \\ \\\ \\ \fir �\ \ \ 1 lik- \J I SHARED PRIV. PRIV. �� , \\ w+r\ \\ �, p21 sFl Woe sq I _ p',/ ON presq 0\ w'r ".., r ,pf I it \J p I1 ,II - /1 a ♦ „�. �\\ \ \ \w+r \z I^I / 1TRASH / I/ °4 ° �....,I \ \\ \\ \ \1 1 o Gy I — d. a �, \\ \\11 IL � � I '// , Imo-. - / IVISION ��. `� \o \ �\ \\ \'/ - L ..� - w.. �I --- - ill ' � TRIANGLE ° ' a a w+t \----" I 41 thii7---7: 7--,--_ _--- __..�.�� , , , ,� • _ • • _ • _ ELEV = e _=� - —�j- .. '.i.,e�‘- :�� illl� ��\ nrw\ \W+rh, W't\ \ It .1 rm. I '44 • B.O.H.LOBBY '�`��'�o i II Ili °�� 0 1007. \ ovoovo : \\\ \ LEGEND pTIl �O I / I \11 `�\\\ \\ �/ aR 11A \.�° �� \\ EXISTING TREE DRIPLINE IIL_ _ _ :'• 29 �\\ \ _ // I�1D085� \*� PLANTED TREE MATURE DRIPLINE 1 b Ilo °�\\\ / \ \\I °a DEMOLISHED TREE DRIPLINE •I I IT I r — ov I `�, 1Lio \ 4, 1I \�\ 110074 I _ \ \ EXISTING TREE CANOPY AREA /// I 11 o\\ I ...4„, _ _ - 1 1 II If A� 1 — �`�v I I TREE CANOPY AREA I - - - - - - - - I I• �� ..- U 52 �� I _ \ .4** \ Ilk I PROPOSED TREE PROTECTION FENCE /it 1 ��/T II I 0/ (____'----, ♦ \ Il EXISTING WATER METER/�/� ' I 3� , -) 1 ITOFFICES /': ♦ \\ I— _ _ - - F / I ersF I / � v vv �I WAT - - ii II, . / ' - I \ �.♦� / SI I k EXISTING WATER VALVEIX 1 �� v�� J 102:. �: �V� / 'III EXISTING HYDRANT oi 0� II i �� I LOBBY ELE✓222 � /// gipA -ll 0 — - - -w..— II \ ;.. : \ / EXISTING WATER LINE I I I �� ' \ / — \\\ EXISTING POWER POLE `� I AV 7 — — — — — 1 A PKNG LOBBY v \ �� EXISTING OVERHEAD POWER -°W— \__ \ ° 10)2 I I .7.. 11 ,\ / a_, L -_ _ ___ \ \ 1 I 10262 \ � LAIlkiiit_ �/i ' EXISTINGPOWER i� 71 I %� �� AA/ ELEV. / � I� �� I� I ? 1400111 ♦ \ ' p �/ /�,�,— P I li EXISTING GAS VALVE 0 I �G� ` /-71 ImI n I EXISTING GAS \ I o/ Lo cE / / EXISTING TELEPHONE STRUCTURE TR \\ \ II I 1 /' III o°j/ W/ `• < I � eFJ I 102�2 // \ EXISTING TELEPHONE LINE \ I © � WV /;° I \\ Imm+ \ " / r Il• II� EXISTING STORM MANHOLE 0 + ®J�i /._.tom 1vvIII.\ \ ■ �, VISION TRIANGLE T v I I V_ �WW� �I \� I EXISTING STORM CURB INLET ❑O - - -WT- - I- -W.T7 _ I I s,,\ — — —Wnt —'M�,— — — —W,T— — — —WAT— \ \\ I 8 WATER W3I {: \1 1 EXISTING STORM CATCH BASIN \�—$- - � -- II: �- � � �.•"'� =, 1 � 11 � : \ I��I < EXISTING STORM PIPE — - - -�TM- -- -sup-V - -sup © I I ACTIVITY 7 A 11 I�I �/ T n - _ I f I I A \ EXISTING SANITARY MANHOLE S �_V V / 0\ / \ /' \ EXISTING SANITARY PIPE - _ Ic13 ' j \ III s , 4�� - III EXISTING 5 FT.CONTOUR ---- G/y ei , "\ • EXISTING 1 FT.CONTOUR \1111,,,,,,______ — — — — / ♦ \� IV III \` ;FJII </ / TRACT "C" � 1iI!-J . LD, \ ! �� / -1� \ __ _ _ / I / \ \ /— / /1 \/ I \ / \\ IO - tiZSON • !Ilivesorir. m-44 �.�_ _ - TREE CANOPY SITE PLAN o \ \ _____ • • � • O• • , 1" .20' 02/11/2022 (� S T D I / il 521 1 V A EXISTING FF-SITE •• • • V / VPRELIMINARY OAK TREE#10216 t [-+ — / 0 10 20 40 60t y Brian D. Lind �� 0T 7 6 11/08/02 ti' 3 S -- I ../, �4 pE Age ASSISTED LIVING & ,...... 1 MEMORY CARE lor . , A IC � A EMENT L 3 architecture, inc. Hall Blvd., Ti a rd O R The Tree Canopy Site Plan meets all of the requirements in UFM Section 10, Part 2. MAKING A DIFFERENCE IN SENIOR LIVING 3150 Kettle Court SE, Salem, Oregon 97301 g _ _ P 5033 399 1090 F 5033 399 0565 w Den tyarrcciitect renccom 02/11/2022 Brian Lind RLA#521 Date Attachment 1 TREE CANOPY TABLE STREET TREE SOIL VOLUME CALCULATIONS I I a// 1l,\�" SU/ \ TREE# SPECIES OPEN SOIL VOLUME COVERED SOIL VOLUME TOTAL SOIL VOLUME AVG.MATURE CANOPY % CANOPY OVER PARKING LOT AREA(SF)OVER PARK.LOT TREE# SPECIES OPEN SOIL VOLUME (C.F.) COVERED SOIL VOLUME (C.F.) TOTAL SOIL VOLUME (C.F.) REQUIRED SOIL VOLUME FOR UP TO 10' ROW(C.F.) I I /°� ° I ° � �� \ 1 Zelkova 1710cf 0 1710cf 50'spread(1963sfl 33% 646 $01 Ginkgo 234 178 412 400 CF i I a ,��•,%• '"� \ \\ �w,r\ \ 2 Zelkova 1869cf 0 1869cf 50'spread(1963 sf) 19% 377 SO2 Ginkgo 234 178 412 400 CF F�.°i a 1 I r A ° _ ♦\ �• S08 v vw+r V � 3 Zelkova 1557 cf 0 1557 cf 50'spread(1963 sfl 34% 666 �� ' \ S03 Ginkgo 302 130 432 400 CF ° d ! (✓•.,'�- \ \ �r\ 4 Koelreuteria 373 cf 757 cf 1130 cf 35'spread(962 sfl 30% 292 I I I '0` ° �. \.w\ \ \\ „, , \ \, \ �, 5 Koelreuteria 359cf 674cf 1033cf 35'spread(962 sf) 36% 345 SO4 Ginkgo 302 130 432 400 CF S09 �r \\ 6 Koelreuteria 372 cf 648 1020 cf 35'spread(962 sf) 35% 337 4 `�,� ` �OS05 Ginkgo 427 0 427 400 CF j a ��\l, wr \mow, 7 Koelreuteria 350 cf 705 cf 1055 cf 35'spread(962 sfl 30% 286 1. /, / I �� , ° S06 Ginkgo 510 0 510 400 CF 1 % , ',i''\ �' \ \ \\)\ C\\ \w"r \ \` 8 White Oak 2280 cf 0 2229 cf 50;spread(1963 sfl 360 708 ° a`� \ °�\ \R \ \w"r \ 9 Katsura 1158cf 0 1158cf 40 spread(1256sfl 20% 249 S07 Vine Maple 414 0 414 400 CF 1 / \ \\ a�� \ 10 - \ \ \\w,r \\ \ 10 Katsura 856cf 200cf 1056cf 40'spread(1256sfl 24% 298 $08 Vine Maple 403 0 403 400 CF I n I / �� >-'`�4��\ \\ \ \\ \ \ \ \ \\ 11 Katsura 856 cf 200 cf 1056 cf 40;spread(1256 sfl 24/ 298/ .d ° c `�� \aw \\ \\ \\wr \\ '\ \\ 12 Katsura 856cf 200cf 1056cf 40 spread(1256sfl 24i 298S09 Vine Maple 403 0 403 400 CF 01,04S/4/01', / STAIRS �\ a :. ��.� \\ \ \ \ \ \ \ 24% 298 S10 Vine Maple 365 37 402 400 CF I r- I I y 11 \ w" OQ� 13 Katsura 856 cf 200 cf 1056 cf 40'spread(1256 sfl p I m y, ,'°s`I SHARED ° 4 a \� � \' \ wr, \ e,,� ) 14 Katsura 856cf 200cf 1056cf 40'spread(1256sf) 24% 298 $11 Vine Maple 365 37 402 400 CF I �ssF � ° g �i.!`\ \\ ' \\ \\ \w4 F& 15 Katsura 1444 cf 0 1444 cf 40'spread(1256 sf) 21% 263 />/ . . , \ \ \\ \ \\ '0�, S12 Vine Maple 365 37 402 402 CF 1telt \ /` a s� ,l,,j �12 \�\ \ w+r R//�FS13 Vine Maple 365 37 402 400 CF 1 I �> qs Yr'///; . ��; \\\ \\ \ \ \w+r\ \\ Total Qualifying Mature Tree Canopy $14 Vine Maple 365 37 402 400 CF II / / FO l��\ \ \ S15 Vine Maple 365 37 402 400 CF 41 /' L- �i:,�1`\. I \ \ \ \ \ \ Area 5659 I / / d .'�I �_ ' , \—off \'q w,r p 1 I PRIV. \ ° a �; ` \,O a\\ \ T� \ 1 S16 Vine Maple 365 37 402 400 CF luesq \ ��/ \ \ \ \ r\ QUALIFYING MATURE CANOPY COVER INCLUDES ALL AREAS DIRECTLY OVER THE PARKING I I / ® .\�� \ \w„ s/,� \ S17 Vine Maple 365 37 402 400 CF / PRIV. ..�;1'1/ \ww \ '�\ \ \ \ � �// \ LOT SURFACE AND AREAS THAT ARE SURROUNDED ON AT LEAST THREE SIDES BY EITHER I I Ifie s .,... \ \, \ \\ \ \w+r\ \\ y \ \ CURB OR HARD SURFACE PAVING.THIS INCLUDES BUT IS NOT LIMITED TO PARKING LOT S18 Vine Maple 365 37 402 400 CF lig kssF1 /� p I / �� d Op ��,� � M ,\ \ \\ \\ /C �� \\ ISLANDS AND PLANTING AREAS BETWEEN THE PARKING LOT AND SIDEWALK. $19 Vine Ma le 365 37 402 400 CF OFFICES c \ \ wr 1 I144,1 11/ / � PRIV 7. I �\1 �1y» �' �j \\\> \ \\ \ +\ \\w"r O�jN 0 \\ Vine Maple 365 37 402 400 CF I, 1 �� pzas, � �� ,. , . ��\� �\ \ \ TyR / / S20 C/ TVISION i RIANGLE I `\ < /� P ` / ` ,�`� �,�\ \\ \ w \ \\\w'r OqD NO / , \\ \ S21 Vine Maple 365 37 402 400 CF Im �_ y\� ��'. \\\ \ w,r \ 765J \ S22 Vine Maple 408 0 408 400 CF ` \ \ PRIV. , SHARED e "d° /�.'� \\ \ I \ \ \\ \4r ��D \ I �I \ \ `^,�© ��" \\ �\ \ \ S23 Vine Maple 408 0 408 400 CF 4 I,. \\ �I\\� 6s,sc1 r1 7sF ° d a 4,: \ \\ \ \\ \ \,,,r\ /�� '� v v v v�vv v v v v v",ry S24 Vine Maple 408 0 408 400 CF j 1 //' SHARED p 1S\ 1 / ,, ,7 '' �`\ � , \ \w"'\\ \\\w � $25 Vine Maple 408 0 402 400 CF INDIVIDUAL TREE I ri.-%‘).:,z--- SHARED 44 /`��. \ \ \ \ \ w,r\ CANOPY OUTL NEMAI �� I , `` �`!`1 \\ > \ \ \\ \ PARKING STALL AND ADJACENT MATURE 1 E , � ��SF d �� °"\ \ \� \ \ \ DRIVE AISLE AREA: 13,451 S.F. 1 �� „ O /)R0 \V \ \ \ \\ \\ \ \\ \w,r / OPEN SOIL VOLUME 1 f. (EXCLUDES OVERLAPPING AREAS): 5659 S.F.MCCOURTYARD f /S q I - COVERED SOIL VOLUME \ ... SHARED a. , I \ \\> t'\.- \w+r \ \ u �\ ° a a :d°�� :\\\\\ \w+\� \m,\\ \\ i PARKING LOT TREE CANOPY COVERAGE PARKING LOT TREE SOIL VOLUME REQUIREMENT F 01) a i� �� 0\ �\ \\\ \\wr ' I PARKING STALL/DRIVE AISLE AREA 13,451 S.F. MINIMUM SOIL VOLUME REQUIREMENT j / I �� `�I�� \ \ w,r\ \ \ \ \ \ TOTAL QUALIFYING MATURE TREE CANOPY AREA: 5659 S.F. (C.F./TREE): 1000 C.F. yyy I '4• / / / � $ ° �, \- \\ \\ \�\ \\ \\ \ (CANOPY AREA DIRECTLY OVER PARKING LOT) VISIN I •�. ` / 1 `�w \ \ \ \ w,r I \ ° ° / / _ I �� \\ \ w+r \ \ \ /\ /°CANOPY COVER: 42/° TRIA GLE 4 �T / �17 �I \ q� �/ / - - � ',\\ a 'd-p**• i ��I \O\,ate \ \\ -, \ I /p MINIMUM %CANOPY COVER 30% , 71 t i i�/ I / /�\ F!�»�`` �:\ \\ \\ \\\ \\\ \\w \\ \ \ / / \\ REMOVAL,STORING AND AMENDED SOILS FOR PLANTER AREAS 1 // PRIV. SHARED �� /�� \\ \> \\ PI, \\ \ / / FO 1 I / MC DINING �\ c. .. _ \ \�\\ \ / u ST \ " ES \ CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO A DEPTH OF 36 . SLOPE SIDES SITTING 85Ff $o+Scl �a'Srl 1 a ��,� \°w\\\ \ \w,\ w",\\ i '/Ne \ OF EXCAVATION AT 1:1 SLOPE OR SHORE EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD AREAS AND TO iI / ba35q � a \\� a\�� \\ \\ Q \ \\ \ \\w / '/ D00 \ PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND / / / j �i4 A :‘� \:7:: w,\\ \ / / 4F:2) 1()fri/ SUBSOIL. STOCKPILE EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. 1 /�. 1 / 5� I ° �i \ 1( /I Q I � ` "m\ \\ \\\\ \w+r\ \ \ EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT AND /// r-V a \ \\ \ \ \a\ \ / \ \ sT�l//J APPROVED BY THE CITY ARBORIST. SOIL MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS it \ \ l\ w,r \ F (� O° .40, / i L \\ 0 ° "w\ \\ \ \w {y \ YARD. MIXAMENDMENTSWITHTOPSOILWHENOILISNA FRIABLONDITONONLYDAMPANDNOTMUDDY WITHC I,'Hi I ' 1 I I \ \ d \ \ �'\ \\`�\ \ \ ADEQUATE MOISTURE TO BREAK INTO CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE HAND SI ' / \ \ o ww I' \ 1 I \ w„\ \ \ WHEN SQUEEZED). CONTRACTOR TO PROVIDE CERTIFICATE OF CONTENT AND PERCENT OF SOIL MIXES WITH ALL C//�� ' \ AMENDED SOIL TO THE CITY PRIOR TO INSTALLATION. �L/ 3E Z7 I PRIV. PRIVI ' \ \ ° °,, ,, , \\ � \\ \ ' \\w,r N I I 7 I SHARED PRIV. PRIV. /� \ \\ \/\ �� \> \\ \,>�ar\ \ \\ 7 I I I A I bessFi pzasFi ' \ \ \\ �`\ \ \\ \ \ BLENDED SOIL PLACEMENT AND COMPACTION I /A t�q y/ TRASH ® i\ \ ) °° d • 1 "522 \ PO '\ SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN LAYERS OF NOT MORE THAN 12" IN DEPTH. y x �'zsrl �* `�' ' ° �� \ \> \ \\ \w \ w+r\ \ PROVIDE 3 PASSES WITH A 2"COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85%MAXIMUM DRY S01 if _ I r�� _�� rw - (� / VISION / `: \\ \ \\ DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR SPECIFIC BLENDED SOIL MIXES. r J L I \> \ \W,r I IL- --, ( I ��- /�� - - -- ' `,JRIANIGLE °%� ° °o 1 �2 ,,,, v v w„ v II 7,01er TqF I L 1- ^f/�p •OT II ' \ \w" PARKING LOT TREE LEGEND: z I p011U//� 1111/q� \III 1//� / �. a. \ \ \� Sit*57V"E .``\� ,� \\"1" y011u// / a Q °.w \ w+r\I a � a � J ��G ELEV�s a. '� /�•1~S24\ \ \\>\ \\ \ SYMBOL BOTANICAL/COMMON NAMES QUANTITY SIZE/FORM CANOPY AREA C , j PRESERVED 13'HIGH ARBORVITAE HEDGE _ _ • _ _ • _ - • , - •_�� 2 ° dI I � y�43 ;s �� O F ® �\� I °. `� , \ \w,r \w,r (tree symbols red ced) I o - �� _� f _s `�� .-' "� �'il ,�� i � , I \ 6 O ® � \ \\ \\ \,�\ Q CANOPY TREES I I 1 ` L� \`24; ` \wT, I ® I ITI I ,.._ 7 1-1/2"cal. B&B 1256 s.f. LAIo II B.O.H.LOBBY \ ` COVERED DRIVEWAY �� T� \` ♦\\ Cercida Tree japonicum ' Katsura Tree Standard gRf�j I T I 11 I 1 a„sFl ` I '� CA, Are: /., �. Koelreuteria paniculata 4 1-1/2"cal. B&B 962 s.f. Nor i I 0/ 26) I �OT I 1 I I I . . �� r Standard I - - II \ L � , Quercus garryana 1 1 1/2"cal. B&B 1963 s.f. I _ _ / \ `\ n Oregon White Oak Standard I - - - I I-- - - / 1 \ CAN PY-REE I I \ I V I i sI `\ I.D.N MBER d 4 Zelkova serrata'Village Green' 3 1-1/2"cal. B&B 1963 s.f. II I C 0� ❑ ❑ I I t ❑ `\ TYPI AL d Sawleaf ZelkovaII I ) IT \\\ . / r 4 0 404° Standard — — 1 1 __ STREET TREE LEGEND: I / L_ + � +- ,/ \ � ' SYMBOL BOTANICAL/COMMON NAMES QUANTITY SIZE/FORM CANOPY AREA ' (tree symbols reduced L. I ll 1 y BUI DIN I / �0�T 1 T J ♦ �I y ) / qn I 0 3J i \1 I I OFFICES / �• l �. •III . Acer circinatum 19 1-1/2"cal. B&B 113 s.f. I- _ _ _ _ ❑ 1 \ /, ' .o `\\ 1 �� Vine Maple(CWS Appendix-A tree) Standard o g y 1-1/2"cal. B&B 177 s.f. I 1 f �_\ J ❑ ❑ \ % ♦•`. / '��` Columnar)MaidenhaetTreeentr ' 6 Standard OT3 I s LOBBY ELEV 222 \ . .s I / ,. . 7 � �\ // / \ NOTE: REFER TO SHEET L3 TREE CANOPY SITE PLAN FOR ADDITIONAL STREET TREE INFORMATION. I \ ® PKNG LOBBY - -I I • ! -L --- I ^ r. \ I i T / / ___ __ N IJ �f -- \ I I I �0/ I 1 //'/ �� ..4110111. \ �♦ \\/� ❑ ❑ ELEV. qp OT LI I:°. . . . . .f . . . . .er rii 1 _ _ 3 I ♦ \ f �m J MATURE TREE . . . . . . . . . ®.O'er +,., N �� I I \ I®I �\J\ OOCANOPY SPREAD ,. . . . _ f / ` 1 ® „) TYPICAL iC >+ b� CURB / • �� \ / I //////////// 1 1. . . . . . . . . ,. I , ` LO GE L .,. . \ I I I AS SHOWN AS SHOWN N. 1 I i • <C I h080$F1 I i f OPEN SOIL VOLUME \\ I ♦ \\� MI4 i [PARKINGLOTPAVING I \ \\N i - - /1 VISION TRIANGLE ` \`\ I I. . . - r- -W.. � � � � I N w\ - -w.,- T - - —w>.— - - w..- - - —we.— - -w>- - - 1w.. WBII \ MATURE TREE I { Q N ' ovo o` o 0 0' \ I 8„ WATER 1 ❑ ❑ �- CANOPY COVER �. . o \\ \\ 00000 00000o j/ 1 1 TYPICAL , u I, \/\/\ o 0 0 0 0 /\/\/ y -- f: ✓/ // // o 0 ..... // - - - - - s V A �T I 1 / . .... M /\/\/ 0000000000 0000000000 \/\/\< © I v 1 ACTIVITY I I . . . . . . . . . .i LU �/ / /\0000000000 ' ..., 0 0000000 /\/�\/� . . w \ \\\\ o 0 0 0 0 0 0 0 0 \ \ \ o - _ S W v 0\ TAG- LA\ - • I I I o \\>\\>\\,\,�, 2, 2, �, - �/ \ Ss/TRFFT 1' \ II,I . . . . . . . . . .I. . o DRAINAGE / /\/. /\\\\, '\� COVERED SOIL VOLUME \ / I. . /------MM It- 1l-- COMPACTED SUBGRADE ♦ Irk \ 440, / TRACT G f. . �; • � �illa.:.:.....: I 0(/) 1 PARKING TREE Q w COVERED SOIL DETAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .®,. . . . . . . . Q T:/02SITEWK/220EXCAV/02220038 ill \O IN* I SCALE: NOT TO SCALE 1 ®.' m' - "" - =A ....J.: 3•RRA! pADIDW----- � AYSAITAIPAISKEIVILvI17:,4.1.6fA/0"A.zw.w4osiwmio/r` di 4l•t.o / PARKING LOT TREE CANOPY PLAN 4, _ = �i��l � fA �+ ! lVe��! 1j//I� X 1" . 20' 02,11,2022 - - ' ° \ - ate �� w 50' OPEN SOIL LIMIT 10Alilr lgiiiIr .9'01 38 1 33'.05 Aw IS ING LA,D CAPE AR 0 ,TSIDE •F 'ROJECT :OU DARY - �' 521 �6' 10120 / 10216 0 10 20 40 60 • PRELIMINARY lenity ASSISTED LIVING & MEMORY CARE A - Bri �, an D. Lind ORDGON Ic'7° �i� d� 11�08�02 �� `q�'E A C) architecture inc. V If.0 A I C - A EMENT 3150 Kane Court SE, Salem, Oregon 97301 Hall Blvd., Tigard, OR MAKING A DIFFERENCE IN SENIOR LIVING P503 399 1090 F 503 399 0565 wOenityarchtectire+com Attachment 1 ROOT PROTECTION ZONE: ENCROACHMENT INO THE ROOT PROTECTION ZONE IS ALLOWED WITH PROJECT ARBORIST APPROVAL AS DESCRIBED IN THE FOLLOWING NOTES: 1. EXCAVATION IN THE TOP 24"OF THE SOIL IN THE CRITICAL ROOT ZONE AREA SHOULD BEGIN AT THE EXCAVATION LINE THAT IS CLOSEST TO THE TREE. 2.THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A PERSON WITH A SHOVEL, PRUNING SHEARS,AND A PRUNING SAW. 3. IF DONE BY HAND,ALL ROOTS 1"OR LARGER SHOULD BE PRUNED AT THE EXCAVATION LINE. 4. IF DONE WITH A BACKHOE(MOST LIKELY SCENARIO),THEN THE OPERATOR SHALL START THE CUT AT THE EXCAVATION LINE AND CAREFULLY"FEEL"FOR ROOTS/RESISTANCE.WHEN THERE IS RESISTANCE,THE PERSON WITH THE SHOVEL HAND DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1"DIAMETER. IRRIGATION: IRRIGATION TO BE"DESIGN BUILD"BY THE LANDSCAPE CONTRACTOR. PROVIDE PLANS TO THE WIND DIRECTION CITY FOR APPROVAL PRIOR TO BEGINNING INSTALLATION. 2 PLY GREEN RUBBER HOSE REMOVAL,STORING,AND AMENDED SOILS FOR PLANTER AREAS: (3)#12 GAUGE GALV.WIRE TWISTED CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO A SET ROOT BALL 2"ABOVE FINISH DEPTH OF 36 INCHES. SLOPE SIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO GRADE TO ALLOW FOR SETTLING PREVENT UNDERMINING OF VEHICLE LOAD AREAS AND TO PROVIDE A SLOPED PROFILE ii OF SOIL TRANSITION BETWEEN SOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL. llSTOCKPILE EXCAVATED TOPSOIL IN APPROVED AREA OFF-SITE. � 3"DEEP MULCH, OR AT DEPTH REQUIRED BY LOCAL JURISDICTION EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY THE LANDSCAPE WATER BASIN-3"-4"DEEP, ARCHITECT AND APPROVED BY THE CITY ARBORIST.SOIL MIXING SHALL BE DONE IN REMOVE AFTER THOROUGH DESIGNATED AREAS OR IN THE SUPPLIERS YARD. MIX AMENDMENTS WITH TOPSOIL WHEN PLANTER PIT SATURATION SOIL IS IN A FRIABLE CONDITION ONLY(DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE \WI Will �// TO BREAK INTO CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE HAND WHEN SQUEEZED. Q �� /� 7 FINISH GRADE CONTRACTOR TO PROVIDE CERTIFICATE OF CONTENT AND PERCENT OF SOIL MIXES BUILDING LINE/WALL/ '► PEà Ae WITH ALL AMENDED SOIL TO THE CITY PRIOR TO INSTALLATION. " X X X ) X X CURB, ETC. //\\\\I I C� /\//\ FERTILIZER TABS 21 GRAM,20 10 5 / \ \ BLENDED SOIL PLACEMENT AND COMPACTION: CONIFER OR DECIDUOUS j/// \j\jam% ROOT \\j\\�/// \ BAPLL,QUANTITY PER AROUNDCED EVENLY ROOT X X X X X X Q X TREE/SHRUB /////// \// BALL ��f ////////\ MANUFACTURER'S SPECS. BY SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN LAYERS OF NOT %\\%\i CONTAINER/CALIPER SIZE MORE THAN 12"IN DEPTH. PROVIDE 3 PASSES WITH A 2"COMPACT PLATE VIBRATING /// �� /\\/\\/\\\\ \/ % \\ ��1/ \ /\// // �� Q SPACING(A)AS INDICATED /\/\/\/\ \/ /\/ \/ //\/\/ COMPACTOR. COMPACT TO 80-85%MAXIMUM DRY DENSITY AS MEASURED BY THE PROCTOR XNv X X X JC'IIIII' X ON PLANTING PLAN \�\\�\\�\\\� �\ //�V \\j \\i\\i\\\i\\\i\� BACKFILL MIX AS SPECIFIED TEST OR AS APPROVED FOR SPECIFIC BLENDED SOIL MIXES. A \/FA \` IN HEAVY CLAY SOILS OR WHERE Q X CURB/LAWN, ETC. %'x\ THERE IS A HARD PAN,AUGER AN STANDARD COVERED SOIL VOLUME SPECIFCATIONS: PART 1. COVERED SOIL MATERIALS: '\. 2x 8M TOA FREE DRAINING MEDIUMDIUM THROUGH THE HARD PAN. (BACKFILL WITH AMENDED SOIL.) A.COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND G RO U N DCOVE R PLANTING CONIFER TREE PLANTING ADMIXTURES: I. CRUSHED ROCK, GRADATION OF 100%PASSING 1.25 INCH, MAX.30%PASSING 0.75 INC; THREADED GALV.CAP 4 6 T:/02SITEWK220EXCAV/02220009 0 (SECTION) II. LOAM/ORGANIC TOPSOIL: / \ SCALE: NOT TO SCALE SCALE: NOT TO SCALE T:/02SITEWK/220EXCAV/02220008 III.SOIL BINDER SUCH AS, STABILIZER, ;AND +6'-0" `// IV.WATER III VI W �� III �� 1-1/4"SCHED.40 PIPE x8'-0" PART 2. PROPORTIONS OF COVERED SOIL MATERIALS � 8- �( LONG.W/(2)6"x3"x12 ga. WELDED CLIPS,GALV. A.THE PROPORTIONS OF COVERED SOIL MATERIALS: AFTER FABRICATION, (2)#10 WD.SCREWS EA. SIDE TO TREE STAKES TREE TIES.2 PLY RUBBER HOSE 2x4 RAILS 24"x 24"ROOT BARRIER PANELS INSTALLED ALONG MATERIAL \\#, AND#12 GAUGE WIRE TWISTED, BACK OF CURB AND/OR EDGE OF SIDEWALK PER TREE TIE INSTALL TIES PERPENDICULAR TO MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY Ilpg W.R.C.TIGHT KNOT ROUGH MANUFACTURER'S SPECIFICATIONS FOR TREES DIRECTION OF PREVAILING WINDS. OF COVERED SOIL OF COVERED SOIL 1111111 I PLANTED WITHIN 5'0"OF THESE SURFACES. TREE TRUNK — SAWN 1x6 FENCE BDS. RIBBED SIDE TO BE PLACED ON TREE SIDE OF CRUSHED ROCK 23.2 CU. FT. 4 CU.YDS. SPACE 1/4"MAXIMUM PROVIDE MULCHED AREA 2"LODGEPOLE OR CEDAR TREE iiI (STAINED) PLANTER. MANUFACTURED BY FOR ALL STREET TREES ` STAKES(2)REQUIRED DO NOT TOPSOIL 5.9 CU. FT. 1 CU.YD. VESPRO INC.OR DEEP ROOT CORP. SOIL BINDER 13.7 OZ. 4 LBS. II El H 1 II TOP&BOTTOM RAIL W.R.C. PLANTED IN LAWN PENETRATE ROOTBALL WATER 1.6 GALS. 46 GALS. I IME 'MN IME IMM EME II 2x4 CONT.W/(2)6d GALV. GUTTER WATER BASIN-3"-4"DEEP �� AT EA. FENCE BD. CURB , REMOVE AFTER THOROUGH k < < < < < <.< < <• < < < < < < < < < < < < < < < < < < < < < < < < t c I PLANTER PIT SATURATION B.THE TARGET MOISTURE CONTENT IS 20%BY WEIGHT OF THE TOPSOIL WEIGHT.THE WALL PER CIVIL o • SET PLANT 2"ABOVE FINISH GRADE ABOVE WATER CONTENTS ASSUME THE TOP IS DRY.THE AMOUNT OF WATER THAT WILL GRADE • • •• LAWN/ • TO ALLOW FOR SETTLING OF SOIL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE RAW •�� v v�� - v v ROUND COVER �pp� �� i i %. PLANTER STRIP • 2' • a $` '' • G 3"DEEP MULCH,OR AT DEPTH MATERIALS.ACTUAL AMOUNTS OF WATER USED SHALL BE DETERMINED DURING MIXING. �� Z�yv` �� / \ �, I / ii .. REQUIRED BY LOCAL JURISDICTION PART 3. COVERED SOIL MIXING PROCEDURES ,��\>4 .• • • •• • •- / /% • �v��, �ij� FERTILIZER TABS: f\\/\\ ROOT /\\/\ \ FINISH GRADE �y\y 8"0x36"MIN. CONC. BURY i\/\/\ \/\/\/\ A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT \//j; PIPE 34" 7 GRAM,20-10-5 �\/\\// 2' BALL \ \\\\� BEING USED.THE END RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED ELEVATION \/�� PLACED EVENLY /// \ \ BACKFILL MIX AS SPECIFIED �i\< SIDEWALK/PAVING EDGE /\\/\\/4 \/\\/\\/\\/� TOGETHER. DO NOT BATCH IN QUANTITIES THAT WILL NOT ALLOW THE EQUIPMENT TO AROUND ROOT BALL, / ////\ \/ </! \\� /\\ �� COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND QUANTITIES OF EACH ��` 5' 5' QUANTITY PER /\////� /�/ • // �/ //A/A/A/\ MATERIAL NEEDED FOR THE BATCH. ' %\A;•`. MANUFACTURER'S \\ � �� IN HEAVY CLAY SOILS OR WHERE SPECS. BY B.START WITH HALF OF THE CRUSHED ROCK MATERIAL 10' x THERE IS A HARD PAN,AUGER AN C.ADD ALL OF THE TOPSOIL MATERIAL. SECTION CONTAINER/CALIPER /SIZE / 2x / D.ADD THE SOIL BINDER E.ADD HALF OF THE ESTIMATED WATER. � � FENCE NING MEDIUM 8"HOLE TTHROUGH THE A FREE HARDPAN. F.ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL (BACKFILL WITH AMENDED SOIL.) G. MIX THE MATERIAL TOGETHER �+ ' SCALE: N.T.S. P:/MOSAIC/OR-PORTLAND(HALL BLVD)/DETAILS/SITE/02830001PS H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX.THE FINAL AMOUNT ROOT BARRIER TREE PLANTING OF WATER WILL VARY WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND (SECTION) (121 TOPSOIL.ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN T:/02SITEWK/220EXCAV/02220028 T:/02SITEWK/220EXCAV/02220007 THE ADDITIONS OF WATER. SCALE: NOT TO SCALE / SCALE: NOT TO SCALE I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE \ / TOPSOIL REMAINING.THE TOPSOIL WILL COAT CRUSHED ROCK AND NOT FALL OUT OF THREADED GALV.CAP THE MATERIAL.ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH NOTES: TOPSOIL.THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED CRUSHED ROCK 1. METAL FENCE FOR TREE // IN THE MIXTURE. III IN [VIM III III 1-1/4"SCHED.40 PIPE x8' 0" WATER BASIN-3"-4"DEEP PROTECTION DEVICE ONLY. �/ J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE,WATER WILL DRAIN OUT OF THE � 8— MATERIAL AND THE TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS I ` ` ill �( LONG.W/(2)6"x3"x12 ga. REMOVE AFTER THOROUGH 2. BOUNDARIES OF PROTECTION THE BATCH OF MATERIAL SHALL BE DISCARDED AND SHALL NOT BE INCORPORATED WELDED CLIPS,GALV. PLANTER PIT SATURATION AREA WILL BE ESTABLISHED IN AFTER FABRICATION, (2)#10 THE FIELD BY THE ARBORIST INTO THE COMPLETED WORK I/I SET PLANT 2"ABOVE FINISH PROTECTED TREE/TREE WD.SCREWS EA. SIDE TO PRIOR TO CONSTRUCTION. 2x4 RAILS GRADE TO ALLOW FOR 3. BOUNDARIES OF PROTECTION GROUPS PART 4. PLACEMENT OF COVERED SOIL I SETTLEMENT OF SOIL AREA SHOULD BE STAKED AND A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM I 1 6'-0"LONG W.R.C.TIGHT ` 3"DEEP MULCH IN SHRUB FLAGGED BY THE ARBORIST EROSION AT ALL TIMES. DO NOT STORE MATERIALS UNPROTECTED FROM RAINFALL KNOT ROUGH SAWN 1x6 ``` / AREAS,OR AT DEPTH REQ'D BY PRIOR TO INSTALLING LOCAL JURISDICTION DEVICES. 2"SQUARE,9 GAUGE EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE PRIOR TO COMPACTION. IF FENCE BDS.SPACE 1/4" 4. AVOID DAMAGE TO CRITICAL GALVANIZED WIRE MESH WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING,ALLOW MATERIAL TO MAXIMUM (STAINED) fr� FINISH GRADE ROOT ZONE. DO NOT DAMAGE DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. /\\\ .,ats;._.�, - / j\\ OR SEVER LARGE ROOTS W B.ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE 111 \ \/\//\//\//\/; //\// /\ PLANT PIT-2 TIMES THE WHEN INSTALLING POSTS. Z PROJECT LANDSCAPE AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF TOP&BOTTOM RAIL W.R.C. // ///\/\//� DIAMETER OF THE ROOT BALL. 5. DEVICE SHOULD BE HIGHLY VISIBLE FLAGGING // ROOT + \/\/\/\/ cL MIXTURE,ALL DEFECTS SUCH AS INCORRECT GRADING,COMPACTION AND 2x4 CONT.W/(2)6d GALV. /j�/j�/j�/jam/j�// ? BALL 4 / //%//%//%/% SCARIFY SIDES AND BOTTOM MAINTAINED THROUGHOUT E g_p M ATTACHED TO TOP OF \ \ \ \ INADEQUATE DRAINAGE, ETC.,SHALL BE CORRECTED PRIOR TO BEGINNING AT EA. FENCE BD. ,j\\j\\j\\j\\j\\j OF PIT. LOOSEN ROOTBALL CONSTRUCTION. X ANCHOR POSTS �9 8� vvvvvi ivvivvivvivvi� PLACEMENT OF COVERED SOIL. gi ■ms ma ■m ■ms m i d /\/\/\/\/\/ /\r /, \/\/\/\/\ C.CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED \\ \ \ \ \/ �• /\/ \ \\\ \ BACKFILL MIX AS SPECIFIED ANCHOR POSTS TO BE 2" AS REQUIRED. SUB GRADE ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED , .vw . .-� -.- �II�v v v GRADE //\�//�/�/�/ ////\///// \\i I\y\/j\///�/��/��/��//�// STEEL U-CHANNEL OR 2-1/2" _LLLLLLLLLLLLL LLLLL LLLLLL g �\ ,/, / /\ �.C"' _LLLLLLLLLLLLLL LLLLLLLLLLLLL EXISTING GRADE GRADE.CLEAR THE EXCAVATION OF ALL THE CONSTRUCTION DEBRIS,TRASH, RUBBLE ,� ` DIA.STEEL TUBING OR 4x4 y LLLLLLLLLLLLL 8"0x36"MIN. CONC. BURY _LLLLLLLLLLLLL LLLLLLLLLL o AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL ANDN.NIN HEAVY LAY ) _LLLLLLLLLLLLL LLLLLL / x TIMBER,8 FT. IN LENGTH LLLLLLLLLLLLL LLu Cn COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. •\\/j\\ ��\/�\\/ PIPE 34" FERTILIZER TABS: fi 2x WHERE THERE IS HARD PAN, w_LLLLLLLLLLLLL _LLLL UNDISTURBED SUBSOIL D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. �� vv 21 GRAM,20-10-5 AUGER 8"HOLE THROUGH THE ANCHOR POSTS MUST BE �,x, y/ COMPACT EACH LIFT TO THE REQUIRED MAXIMUM DENSITY. DELAY PLACEMENT 24 i vvj INSTALLED TO A DEPTH OF i�� >�� vv ELEVATION ��/�� 1 TAB 1 &2 GALLON HARD PAN AND/OR ELEVATE 1/3 MIN.THE TOTAL ''�' v��v�/wvv�' y' '''y ''i�� V�v� ivy• SILT FABRIC ATTACHED HOURS IF MOISTURE CONTENT EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED /\* 2 TABS- 3&5 GALLON PLANTING ABOVE WATER i��ii ii ii ii ii�/\/\ y \i\ii�i\i i i\\i� HEIGHT OF POST W\/, \ \ 12"ABOVE GRADE WHERE SOIL WITH PLASTIC OR PLYWOOD DURING DELAY.TAKE PARTICULA RCARE NOT TO \��\l 3 TABS- 7 GALLON TABLE. (BACKFILL WITH !x\�ii,<!%\, ,, „\r\i %!i r\ REQUIRED DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT WILL BE 4 TABS 15 GALLON AMENDED SOIL.) THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE \��\\ •� 5 REQUIRED GRADE OF THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY SECTION AGOVE A ILITY LINE UNTIL L FILL ITYLIEPTHOFATLEASTI2-INCHES ABOVE THE UTILITY FENCE SHRUB/GROUNDCOVER PLANTING TREE PRESERVATION FENCING LINE IS REACHED. E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED 4 (SECTION) CITY OF TIGARD DRAWINGS. IMMEDIATELY PROTECT THE COVERED SOIL MATERIAL FROM 7 T:/02SITEWK/830FENCE/02830001 T:/02SITEWK 220EXCAV/02220006 1 1-102SITEWK/220EXCAV/02220037 CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR PLYWOOD. • SCALE: N.T.S. SCALE: NOT TO SCALE SCALE: NOT TO SCALE �� sT .E , � 521 'd' LANDSCAPE DETAILS & NOTES PRELIMINARY • 02/11/2022 ''' Brian D. Lindo fA OREGON W d 11/08/02 ti lenity ASSISTED LIVING & MEMORY CARE 7L''''...A �PE Ag��a/ �I1� 1 A IC architecture, Inc. A A EMENT L 5 3150 G�C�t{�LQ Court SE, Sa (pal lg Oregon 9�/�[O1 Hall Blvd., Tigard, OR MAKING A DIFFERENCE IN SENIOR LIVING P 503 399 1090 F 503 399 0565 S WD en�tya rttecti reocom Attachment 1 Luminaire Schedule t �t 1- r t t Symbol Label Manufacturer Catalog Number Description Filename 1 Light Loss Factor Wattage COOPER LIGHTING PRV-C15-D-UNV-T3- PREVAIL AREA AND ROADWAY PRV-C15-D-UNV-T3- 1 0.95 52 +°'0 + +�\ +o.o +o.00.o +o.o +o.o SOLUTIONS- -BZ-HSS LUMINAIRE(1)70 CRI,4000K LED AND -BZ-HSS.ies LUMARK TYPE III OPTIC WITH HOUSE SIDE (FORMERLY EATON) SHIELD,BRONZE PAINTED FINISH Retail, o.o o.0 0.0 l o o. o.0 0. o.o o.0 0.0 0.0 + + + + + + + + + + + Roadway,Sidewalk,Site,Street,Substation, \ I SA Security,Corrosion Resistant,Vandal I Resistant,Wet Location%!� PHOTOMETRY IS BASED ONLUTE +o.o ....o.o +o.o +o.o +o.o o.o + +o.o +o.o +.o +.o +.o +.o �ii� l \ CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN 0 ,.0 +0.0 0.0 +o.o +°° +.. +oo\ 6.° +.0 +.0 +.0 +.0 +.0 +.0 +.0 GONIOPHOTOMETE R WITH TEST DISTANCE OF 28.75 FEET o.o o.o ..o +1 +o.0 0.0 +o.o +o.o +.o \ +0.0 +°.° +.0 +.0 +.0 +.0 +.0 +.0 +.o Lithonia Lighting WDGE3 LED P3 WDGE3 LED WITH P3-PERFORMANCE WDGE3 LED P3_70 0.95 71.6952 - - 70CRI RFT 30K PACKAGE,3000K,70CRI,FORWARD CRI_RFT_30K.ies \\ Q SW THROW OPTIC +.1\0, o.o o.o o.o + +o.o o.o +o.o +o.o o.o +°� °, o +.o +.o +.o +.o +.o +.o +.o +.o �\ ,,,,,,N....„,,,,,,,: \ EATON-McGRAW- TT-D1-740-U-MQ TOPTIER LED PARKING GARAGE TT-D1-740-U- 0.95 28 +o.o +o.l * +o.. o.o + o o.o +o.: +o.o o.o +o.o +o.o +o.o +o.o\+o o +o.o +.o +.o +.o +.o +.o +.o +o.o +o.o EDISON(FORMER LUMINAIRE 4000K,70 CRI LEDS AND MQ.ies COOPER LIGHTING) MEDIUM DISTRIBUTION ABSOLUTE \ \ \ SCL HOTOMETRY IS BASED ON CALIBRATION b. +o.l +o.o +. :I +o.l moo: +. ,.o +o.o o.o o.o +o.o +o.l +o.o +o.o� +o.o +o.o +.o +.o +.o +.o ::: +o.o +o.o +o.oS\i Ilk +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 • \ \ \ EATON-McGRAW- TT-D4-740-U-MQ TOPTIER LED PARKING GARAGE TT-D4-740-U- 0.95 57.6 I \ \ \ EDISON(FORMER LUMINAIRE 4000K,70 CRI LEDS AND MQ.ies +o.o +0. +0.0 +0.0 +0.0 / +0.0 0.0\\ .. +0.0 ..0 0.0 +0.0 +.1 +0.0 \ 0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +.0 +.0 +0.0 +0.0 +0.0 O SCH COOPER LIGHTING) MEDIUMPHOTOMETRY DISTRIBUTION ISBASED ABSOLUTE \ \ \ \ CALIBRATION \ \ FACTORS CREATED USING LAB LUMEN +o.o +.0 rl. +-: I / �\ / 00 00 +.o +o.o +, 0.0 +o.o +.: +o.o\ o.o +o.o \ +o.o +o.o 0.0 +.o +.o +.o +o.o +o.o +o.o +o.o STANDARDS IN GONIOPHOTOMETE R ,� �,,�V A WITH TEST DISTANCE OF 28.75 FEET O.0 ).0 IL0 0.0 II In.O ,II I � �� U.0 U.U\ U.0 1: 0.0 0.. 0.0 0.0 1.: UU\ Uo 0\ 60 0.0 00 60 60 60 60 60 60 60 0▪.0 Ud 4, \ \ WAC Lighting DS-WS05-U40B-BK Downlight DS-WS05-U40B.IES 0.95 10.9 I 4* O.0 0.0 0.0 0.0 u.0 I ' \ \0.0 10 \ 0.0 :1 0.0 0.0 0.0 0.0 0.1 00\ 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0▪.0 0. 0.0 +0.0 Q SW1 , ,) \ WAC LIGHTING DS-WS05-F40S-WT Surface-mounted DS-WS05-F40S- 0.95 24.7841 1 o.o o.o �o.o o.o Lo I �� \ o.o\ o.: o.o o.o Lo 00 0l o� o0 00 0.0 00 00 00 00 00 00 00 00 00 00 0o 00 SW2 Luminaires WT.IES + + +11 + + +' +' +' \+' +' + + + + + + + + + + + + Q J O.o o.o I o.o 0.1 I o.1 0.1 \o 0.0 0.0 0.0 :1 0.b' �(/ o o.o\ 0.0 o\o.o 0.0 0.0 0.0 0.0 0.p 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JUNO LIGHTING JSBC 71N 40K JUNO SLIMBASICS 7" JSBC71N40K.IES 0.95 17.2 \` % \�\ �O////\ \ \ SC 4000K 90CRI o.o o.o I o.1 0.1 o.. 1 ` / 0.0 1`f: o:V` o� o.o o.o :o..00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I � 74// O.0 0.0 0.1 0.1 10. 0.00.00.0 10.00.0 0.01.0 0▪.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 :1 0.6 +1.6 +323/ ` z CD 1 \ / :Fo..44444fr:Ely.g � \ �+0.0 +0.0 I+0.1 +0.2 I 0. +0.8 •■ +6.40 >.0 • \ +0.0 Olt'\+0.0 +1, +0.0 \ 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 -- S 1 \ \ 0.0 0.0 0.1 0.2 0,\ / \ 0.0 0.0\ 0.0 .,, 00 0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i I I S\(_ SCL s 1 11111 / ,, 0.0 0.0 I 0.1 0.1 I 1:}°.5 +2.4 .4 / 0.0 1.0 \0.1 O. 0.1 0.1 1.1 0.1 0.1 0.1 ▪ 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.3 I+0.. +`08 //� _ _ � +0.0 1 +0.0 I +0.1 +0.1 I + 2 --- / i \ I •..1 : `0..2 0.2 0.1 0.1 : 0.1 0.1 0.1' 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I +0.2 +0. ,4' , V 0.0 0.0 I 0.0 0.1 I .1 / /// It / ,\ 7 1' 'Thp3, 0.2 0.2 0.1 ▪ 01 01 0.1\ 00 0\00 00 00 00 00 00 00 00 00 00 00 00 00 00 / I • _ D 10,,Afrw p 0, / i / ,,, +0.0 +0.0 0.0 +0.0 I i.l / I ' /I 1 li i--‘, \�� /2-------......„..0.9 0. 03 0.2 \12 0.1 1. 0.1 0.1 •1 \0.0 0.0 '0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C/) 0.0 0.0 0.0 1 1 IL1 All. 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SW VONTAGE LANE + + + + + + + + I*10.1 + + + + Statistics I" L---o----Iz o t 00 no no iT.fr - 8$ --- J 3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0▪.0 0▪.0 +0.0 0.0 0.0 + + T LJ o.o +o.o +o.o +o.o +o.o +o.o +0.1 +0.2 +06 \ SW I SWS llllnn + + + + + + + + + + Description Symbol Avg Max Min Max/Min Avg/Min \ /I SWr iSW +3.2 +2.1 +1.9 +3.1 +3.11 LJ 1*,..,j7 \k.8 *7.0 *9.0 .8.5 *71 *].z *7.8 *92 *10.4 .8.0 *5.5 *3.1 .2.z *3.5 .8.1 *9.1 *11.3 *9A . . . . * * . . . .0.8 .0.2 IIIl11ll DRIVE AN I SAIniF,,., D + 2.7 fc 16.3 fc 0.0 fc N/A N/A o.o o.o o.o o.o o.l ,.z, 01 00 00 00 00 00 00 00 00 00 00 00 00 00 00 PARKING / + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.1 '3 12 32 44 .�. .' ---_; _____as .5 .., .a ;.z .749,.e y 0.4 0.7 0.8 1.4 2.9 3.1 + + + + + + + + + + + + + + +. + + + + + + j + + \ + + + + + + + + + + + + + + / / 1 5.0 4.9 5.6 0.7 SPILL LIGHT + 0.0 fc 1.6 fc 0.0 fc N/A N/A ( \+\ I Bike/Sidewalk 7.9 fc 20.6 fc 0.2 fc 103.0:1 39.5:1 0▪.0 0.0 0.0 0.0 0.0 1.0 0.0 +0.0 +0.0 +0.0 +0.0 1/ }}}� G e -+. +L +1.7 +2.0 +1.8 +1.6 +1.3 +.9 +1.4 +1.8 +1.8 +1.8 +1.9 +2.0 +1.9 +1.3 +0.4 +0.2 +0.2 +0.4 +1.0 +2.2 +31 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I \ +0:`�!.+ +0.1 _/+0.° 4 oo +O.l +0.2 +0.4 0.5 +.E ,0.7 +0.6 +0.5 +0.4 +0.4 +0.5 +0.5 +0.6 +0.7 +0.7 +0.6 +.6 +0.5 +0.2 +0.1 +0.1 0.3 0.7 1.5 2.2 +.0 +.0 +.0 +0.0 +0.0 ) ` _ I +0.0 +0.0 +.0 +.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 I - - \ +0.0 +0� +0.0 / 0.2 0.2 0.2 0.2 +0.2 +0.1 +0.0 +0.0 +0.0 +-0.0 +.1 +.• +.=+. + ( o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +.0 +.0 +.0 +0.0 +�6t 0 +.0 +.0 +.0 +.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.p +0.0 +0.0 +0.0 +0.1 +0.2 +0.4 +0.4 +0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 1 0 1 I 1 N TYPE SA PARKING LOT SITE LIGHTING PLAN LED LIGHT POLE 30' = 1-011 0 15 30 60 90 leilit y , ASSISTED LIVING & MEMORY CARE „, __A k,,,,,r......._ lig A I C architecture, inc. 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