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Plan, Tentative APPLICANT 9/9/2019
GRAPHIC SCALE 40 0 20 40 80 ( IN FEET copyright © 2016 Branch Engineering, Inc. I VICINITY MAP SCALE: 1`_-1000' 7' CHAIN LINK FENCE �..� � � `\i \. � ����-� t�. ff w."" '..✓� `�"� ..,..�--- rte.,.. `�J.� � �� �� �� -- �+-.. —�� —..�.- 1_4 \. LEGEND SITE PROPERTY UNE — — — — — — — — SAWCUT CURB FENCE EDGE OF AC PAVING W - -- WATER UNE < I -$1 MY WASTEWATER PIPE 07 /i _ .SD _ _ .. STORMWATER PIPE ____ ...__T_.. s — _. TELEPHONE UNE �: - \ — —G— — _.._........:.GAS UNE — — — OV _ � OHOVERHEADD WIRES f` z' ` -UGE- — — — UNDERGROUND ELECTRIC LINE BOTTOM OF SLOPE EXISTING ACr I TO BE Y } tit ___ TDP OF SLOPE REMOVED 77f1 ` r� t _ `— --502-- y ELEVATION CONTOUR (� ` � '�{` X "� I # 0� l D4 WATE7, VALVE EAST i 0 BE i FIRE HYDRANT ` } REMOVED' z. WASTEWATER MANHOLE (r r E% CRETE To AC I; t i{ z y I STORMWATER MANHOLE BE REMOVED �. CATCH BASIN ` { } i .. ,�t ��-� � � AREA DRAIN r fi I / I� 0 CLEAN OUT POWER POLE i O BOUARD 4C i ' y 'x, fix= f" rj f STREET LIGHT SIGN _77 - CONCRETE € a i"- SAWCUT \ _ GRAVEL A ry BUILDING CLEANOUT " RIM=476` 12 X/fi DECIDUOUS TREE CB i m- r RIM=476.05o 4 s CANNOT OPEN s CBA LIGHTER FLUID j CONIFEROUS TREE g r ! RIM=477.24 I ` )% WAREHOUSE 4 R (N) 475.14 ;., TO REMAIN v >X . '3.80 i w „tI K ` DECIDUOUS TREE L78 I r A°; .. } TO BE REMOVED 73.76 EXISRNG v Y I �: 1' XX a 3315 MARCOLA RD I CI EXISTING CONDITIONS/DEMO PLAN C2 SITE PLAN W.M., Ep s sh=I9" civil • transportation structural a geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR PR�LO) #52996 DigUt /!ignedbyKLane BianchJS}F• Lane Branch 'Wte.2019.0S.1415t1"7_om I ,.,OREGON LANE 0 EXPIRES: DECEMBER 31, 2019 project title: FLOODPLAIN AND FLOODWAY } designer: MLS project no: 18-419 f 7' CHAIN LINK FENCEt--�� C-4 1 ` EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS OUTSIDE THE 500 YEAR FLOODPLAIN. ELEVATION DATUM I J _R/W WIDTH VARIES BY GPS UNLESS 07HERWISE NOTED. � o Qmr— HI (HEAVY INDUSTRIAL) ddefth WELLHEAD PROTECTION M oa ACCORDING TO THE CITY WELLHEAD PROTECTION AREA MAP, UJ � a E Rz t m 1 - F7 b CONCENTRATION (99 YEAR TOT), AND WITHIN THE 5 1R TOT AND THE YR a 3 o 0 �- M $ 0 2 TOT OF THE SP WELL SITE. O e � i �bbbj� j{jt I } ze copyright © 2016 Branch Engineering, Inc. I VICINITY MAP SCALE: 1`_-1000' 7' CHAIN LINK FENCE �..� � � `\i \. � ����-� t�. ff w."" '..✓� `�"� ..,..�--- rte.,.. `�J.� � �� �� �� -- �+-.. —�� —..�.- 1_4 \. LEGEND SITE PROPERTY UNE — — — — — — — — SAWCUT CURB FENCE EDGE OF AC PAVING W - -- WATER UNE < I -$1 MY WASTEWATER PIPE 07 /i _ .SD _ _ .. STORMWATER PIPE ____ ...__T_.. s — _. TELEPHONE UNE �: - \ — —G— — _.._........:.GAS UNE — — — OV _ � OHOVERHEADD WIRES f` z' ` -UGE- — — — UNDERGROUND ELECTRIC LINE BOTTOM OF SLOPE EXISTING ACr I TO BE Y } tit ___ TDP OF SLOPE REMOVED 77f1 ` r� t _ `— --502-- y ELEVATION CONTOUR (� ` � '�{` X "� I # 0� l D4 WATE7, VALVE EAST i 0 BE i FIRE HYDRANT ` } REMOVED' z. WASTEWATER MANHOLE (r r E% CRETE To AC I; t i{ z y I STORMWATER MANHOLE BE REMOVED �. CATCH BASIN ` { } i .. ,�t ��-� � � AREA DRAIN r fi I / I� 0 CLEAN OUT POWER POLE i O BOUARD 4C i ' y 'x, fix= f" rj f STREET LIGHT SIGN _77 - CONCRETE € a i"- SAWCUT \ _ GRAVEL A ry BUILDING CLEANOUT " RIM=476` 12 X/fi DECIDUOUS TREE CB i m- r RIM=476.05o 4 s CANNOT OPEN s CBA LIGHTER FLUID j CONIFEROUS TREE g r ! RIM=477.24 I ` )% WAREHOUSE 4 R (N) 475.14 ;., TO REMAIN v >X . '3.80 i w „tI K ` DECIDUOUS TREE L78 I r A°; .. } TO BE REMOVED 73.76 EXISRNG v Y I �: 1' XX a 3315 MARCOLA RD I CI EXISTING CONDITIONS/DEMO PLAN C2 SITE PLAN W.M., Ep s sh=I9" civil • transportation structural a geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR PR�LO) #52996 DigUt /!ignedbyKLane BianchJS}F• Lane Branch 'Wte.2019.0S.1415t1"7_om I ,.,OREGON LANE 0 EXPIRES: DECEMBER 31, 2019 project title: FLOODPLAIN AND FLOODWAY ARS designer: MLS project no: 18-419 BASED ON FLOOD INSURANCE RATE MAP NO. 41O39C1153 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS OUTSIDE THE 500 YEAR FLOODPLAIN. ELEVATION DATUM ELEVATIONS SHOWN HEREON ARE IN NAVD'88 AS MEASURED BY GPS UNLESS 07HERWISE NOTED. ZONING Qmr— HI (HEAVY INDUSTRIAL) ddefth WELLHEAD PROTECTION oa ACCORDING TO THE CITY WELLHEAD PROTECTION AREA MAP, UJ POR77ONS OF THIS SITE ARE WITHIN THE ZONE OF CONCENTRATION (99 YEAR TOT), AND WITHIN THE 5 1R TOT AND THE YR C51 2 TOT OF THE SP WELL SITE. r— Z SOIL TYPES UJ 0 ACCORDING TO THE NATURAL RESOURCES CONSERVA71ON SERVICE WEB SOIL SURVEY, THE EXISTING SOILS ARE: A a lU (30) CLOQUATO-URBAN LAND COMPLEX (100) OXLEY GRAVELLY SILT LOAM 0 O O (119) SALEM -URBAN LAND COMPLEX Q J LL ock O 0 BUS STOP J THE NEAREST BUS STOP IS ON MAIN STREET AT THE SITE FRONTAGE AND IS SERVED BY LTD ROUTE 11. ! N < UJ — 9 L_ UJ V NOTE: °— Ln Z 1. UNDERGROUND U77LITY LOCA77ONS ARE SHOWN PER A COMBINATION OF VISIBLE ABOVE GROUND FEATURES r-- m8- W AND AS -BUILT MAPPING UNLESS OTHERWISE NOTED. FLOWLINE ELEVATIONS ARE PER FIELD MEASUREMENT UNLESS OTHERWISE N07ED. revisions: date: APRIL 22, 2019 drawn by: ARS designer: MLS project no: 18-419 sheet: copy gll-M-600 2t U vE Ptrt,v� Mod M.tR SEP 0 9 -Lmba O�jinai Suomi $$ai qyV_1 a GRAPHIC SCALE 4 s r CHAIN LINK FE CE as � 1 s i i l � Y 1 ( i ldl VARIES ,! moo. �y � I i copyright© 2016 Branch Engineering, Inc. B" PCC PAVING 6" CRUSHED ROCK COMPACTED SUBGR40E CONRETE PAVING SECTION SCALE: N.T.S. 3315 MARCOLA RD I— GRASSY SWALE NATIVE MIX 4' MIN. stopEapp SI 12" SAND40AMICOMPOST 3—WAY MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX F.3 SPECIFICATIONS SWALE SECTION SCALE N.T.S. FL: VARIES 476.0-477.0 EXISIING FIRE HYDRANT PROPOSED WASTEWATER MANHOLE 11• SITE PROPERTY LINE project no: FENCE — — — — — — -- — SAWCUT ---ST— STORMWATER PIPE CURB 0 STORMWATER MANHOLE F— FENCE Im ODOT TYPE D AREA DRAIN (OVERFLOW) -� EDGE OF AC PAVING • LIGHT POLE — NUMBER OF ARMS AS SHOWN -- — — W WATER LINE CI WW WASTEWATER PIPE DIRECTION OF FLOW _SD - STORMWATER PIPE PCC PAWNG — ---T-- — -- — TELEPHONE LINE — — — —G— — — — GAS LINE Q4U80 fie TOP OF CONCRETE ELEVATION — —OHW— — OVERHEAD WIRES 0 — — — -UGE- — — — UNDERGROUND ELECTRIC LINE FLAWAD FLOW UNE ELEVATION — — _502— —. ELEVATION CONTOUR 0 t>4 W47ER VALVE \l i s{x� 1 f s 1{ FIRE HYDRANT drawn by: WASTEWATER MANHOLE 11• STORMWATER MANHOLE project no: CATCH BASIN AREA DRAIN CLEAN OUT POWER POLE O BOLLARD m—AllSTREET LIGHT SIGN a CONCRETE I GRAVEL BUILDING DECIDUOUS TREE CONIFEROUS TREE DEVELOPMENT SITE TAX MAP 17-02-32-00, TAX LOTS 1909, 101 & 1914 TOTAL SITE AREA 10.50 AC EXISTING COMMONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 2.93 AC PERVIOUS AREA 7.57 AC PROPOSED CONDITIONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 5.14 AC PERVIOUS AREA 5.36 AC INCREASE IN IMPERVIOUS AREA 2.21 AC tWGINEERING.= sim i999 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR PROF�ssi Dig' I M#.54996 p rid Branch DaWe. 2019.05.1415.1831 ch Or°G ON 8�&'dpy a.2° ExpmEs: DECEMBER 31, 2019 project title: revisions: date: APRIL 22, 2019 drawn by: ARS designer: 0 project no: 1$_4.19 0 • CI UJ • fie Ce 0 LL 0 z Fm r- Ln Z r- f' is revisions: date: APRIL 22, 2019 drawn by: ARS designer: MLB project no: 1$_4.19 sheet: 1,11110111111111 1 e CO9� '3�00�-n Sim Pt U1 tY1 d ctrt c • 0 Original Submital I - -0 -1 00-00 i ---"��� K Oe!!�4 1:11111111111�111111111111111: llllllllllllllllllllllllll I MIM 11111111111--11111111111=111 - I ,-- 8" PCC PAWNC .1 �*,,' � / �, I I Z�,,�- � 4L, �' I- 6ff CRUSHED ROCK COMPAC70 SUBGRADE CONRETE PAVING SECTION 01'" I m------,-----,-- ---,- 12- SANDILOMICOMPOST J-1YAY MIK CROWING MEDIA, MEET C17Y OF PORILAND STORMWATER MANUAI APPENDIX FJ SPECIFICATIONS SWALE SECTION SCALE.� N.T.S. - III: VARIES 476.0-4770 . I 0,0 '0�0 0 1 o.o q.o bo o.6 oo ao o,o 'o.i o.1 'o.i 'o.i '0.1 'o'l 'al *0�1 'm 'o.1 '0.1 '0.1 'm '0.1 'o.1 '0.1 '0.0 '0,0 '0,0 '0,0 '0A 'O.1 'O.1 'O.1 'o.1 'O.0 O�O 0.0 -0-0 'O.0 'O.0 0.0 'o.1 '0,1 'O.1 *01 'U 'O.2 'O.2 'O.3 'O.4 0.5 *0.6 ' ).6 'O.6 O�6 0.5 'O.4 *03 *0.2 '02 'O. 1 'O. 1 'G. 1 '0,0 O,o oo oo oo o,o oo oo oo oo o,o oo oo oo oo oo o,o oo oo o0 oo oo OLEGEND I I � , , / $ - - � . 1 .15' FASEMENT � �0.1 I w T�Tj . � - 7' CHAIN . . ' ' . . . . I 0�0 0.0 0, 0,6 go T 0'; 10,0 0,0 0,0 0.1 0.1 0A 'O.2 O�2 'O.3 0.2 0.2 O�T- f6 S&b 0.1 01 0.1 0.1 01 'O. 1 'O. 1 0.1 '0,2 'O.1 '0� I *01 0.2 *0.2 '02 '0�2 'O.3 'O, 3 0.4 'O.6 'O.8 0.9 * ).9 0.9 'O.9 0.8 0.6 0.4 U *0,2 0.2 0A 0.1 0.1 0.0 0,0 00 0,0 0�0 00 011 0,0 110 0�0 00 00 0,0 0�0 Do D'o 0Z 00 0 : , � � rbM9 EAVMA� - ' 0-1 00 ' " NK �tmit "Mt'ING iI -- 1-------- � . . . � . . � . . . . . � � . . I . . I . . . � I . . I . 0 7f, 1 1 - I � '- - . 16 aqH41 - � 0.0 I 00 � 0,01 � 0 "i � n I I I � d a, '_1 '_1 � - - - - 1� i.X I I I �k I 1A 0.8 O�5 0.3 '03 '02 *0A *0A 'O.1 0.1 0,0 QL.4 ,dsmup 1EYT -0,0 0.0 11 � 00 0 01 '00 otmm-lf-" SITE PROPERTY LINE I � -1-114--l'O,e----O�f--;-�-�e�l---;a-_���7-7"!!��-r,u_�!-I $Zj�- 1 U�A-� 1 1 1 -11-�-- 1�r-----11, , --', ---- 11 ---- -Z 1 3 --''.-- , r I - - rl� - TO I I - -,�-,V4 -- -Z, -,..I " e. I I IT -171 " -A--- ��,--,- , -- - 11- --- �'*----,-,---, ,-- -11 --00- 40 r 9 Q � � I , �7771 � ; � : - I '--, "IV - , I'-.,- � ___ _. �, __ --��-`-777- - , � -----1----- "K , " ': �� LINK v ; I -- ,7-- -1-11 ... = -- - � � - - - -1-111-1,1111 - - ---- ---1--%,,----, --, �- ...... - -., -il -1-1-111 11-11-� " I I I �� I ilfl 111, - -1 ---11111 � -11 - 1-1111.1-1- 1-1 -------- f?, -,----I - - - . -11- - - ------- C T I -'- ,--' ------ . - . . . -, - --, I- � . I . I . 1, � . . . 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' ' ' ' ' -71 -I ,�� '6.6 ao --6Y 0-6-0.0 --d-0, '0.0-- - P7 - 1 � � ---, - - - - - , , __- � � - - � , , -- -- �11 1-!!�, :: , , - , 'I - - -- - - � �, - ob d.o 6 al 'O.1 'O.3 , , I . . I � � . . ' 'O.1 *0.2 'O.3 '�.9�1' *0.8 'O.6 0.4 * O'.'4 .0.4 .0.4 0.7 .0.9 0.9 .0,8 0.6 O�6 0.5 -0J 1A .1.6 2.1 2.6-- 2A 2A 2,5 1,9 �,3 O�9 0.5 0A 0.3 0.21 0.2 0.2 0.2 0.2 O.f -t' 0.0 To --- n-0,0�-C.o .-',o,,t-- 0.0--- -0 01 I 00 0�0 0,0 00 0,0 0 1 11 I . 0.6 ---- 1,4 1, . 1 019 0.7 0 f 0.5 0A 0.3 � 0.3 0.2 U U 0.1 0.1 0A .0.4 0.6 0.8 - ' I - I ,,, -,I--- - - FEMCE I � I 1, M-475.5 IR , , � � 1. � I ,�--.-- ... -- ,�, ------� ------ � - i ' ' -1� " ' - - - - - - -- ��; - - - 76-00,0-7-6 =o,, ---n -,7-o,0-,,-,t'm'--�-, �-3--Oo- 0.0 0,0 0.0 �. 7' qKN 11 I . � I . 0.1 . I I . ' ' . * ' ' ' ' ' ' - ' - � - I � r4 3.5 '3.1 tl ' "1.8 1,0 O�6 .04 'O. -03-0.2 'a,3 '6.3 --U '-�0.2 0.1 0,0 0�0 00 OL Go 10, 1��'� 0.2 0.7 3/03.1 '3.6 '27 1.9 - 5 1.1 'o.9 0.8 0.7 *0.7 '0,6 `0.5 'O.5 0.4 '0,3 02 0.2 0.2 0.2 'O.2 '03 1 i0,5 OZ 1.1 1.4 1,5 1.3 1.0 1.1 "� 1.1 1.2 1.5 1.5 1.3 1.0 07 0.6 0.6 0-8 1.3 2.1 21 3.4 - -� -.., -17-7�� �, --7=�,- �-�-, - , _ 1, I , _ _ - ,� " 7--,' - EDGE OF A C PAVMIG ukk t � I "I ; � - - I ---- .,z r. � � I ,� - � 1 4 -- I F, . ��-',`,- I i , 1 " 1 . ,*, L -, � . . . ... . . .. . . . I ' - . . � �-�,- ""' , I . .' . - 11 1. tp . .. . . . . . . 0.5 . . . . ' ' ' - .7 -tr --:"-��,&�,) - I -- �� - 11 �,&.� ' I. - , , 0 0 'o'o 0. 'ao ao �;.olf, ,1R.t--'-o35 `ts--'%t , ;. ,11_9 I , , �2 *e.2 '672 42 -4-3-- '.4 --- 48---, 3 A -1-2 r .99 - 5 2.6 3,6 '4.7 . 1 53 4.3 3 2.0 '1 A '0,6 *0A '0A 0.3 '0A 0.6 0A 0.2 01 0,0 0,0 00 0,0 O�O 0.0 0.0 0.0 0.0 0-0 a , IV- 7 " oo 'ao O'D - -:-a 0 ------ i`,; ----- --,---- WATER LINE �� 1 i� �' ", I � f ttJJ*�§Wd7t::��'-' �-� �v " I , � W, -1� . . - . � ,- --- 11 i --- -1 It � �. 1�),, I - � - F � - , , �, � " - � . . I , , , " .I- I � � I . I � . ' ' � 11 � I . I I I � . ' � * , , , I 'I'll � b 00 00 00 , - -!�,,,`�V - - WAS7EIVATER PIPE 00 00 o.. '00 �. I �,V I �� � 0,2 . 0.4 �, 1.3 . 34 `49�,,' 4-§ I 2..@ I.-7 : 1�4 `I� `4.41 � , 1. * , 1, 'i . I .-I ---.- - - - I- . -1, - .- - 11 - , 1z 99 �'Al q A I I -1 1.5 2.6 4'61' - � 6.1 CkQG 62 6.1 �,, 3,5 2A 1.2 0.6 0.5 0.4 0 � I -0�0 _) F 00 i I. -I .§ 1.4 .. I" , --A- - ---2A, , 0A 0.5 0.7 0 � .8 OJ �! 0, 0.1 0.1 0�0 0,0 0.0 0.0 0�0 0,0 D'o M 10 �. 0, ""') 0. � i I ... - �� i i I - "I'll, -- � I . � N , . I 1111 , -4, �- -1 . � '. - � 5 i . 'I, 1�, ---- --1--11 -n'-�--- ------- STORMWATER PIPE IIA 11 . .. .§ I .,T �ff 10, : , -- ., . . I I I I I � I ' ' 1.2 14 � 014 "? �11§ 4 -0 -- , O'D '0,0 0�0 \,L.0 oo Go 'I o 0.0 ., . , . � . � - � , �- : , 6 4 . 0. 0. 0.1 0.11 0.0 0,0 0.0 0�0 0.0 0.0 0,0 0,0 op, � U 0,6 1.4 : '2 3 , 'Oh, * 1.11 , &-7 � 1-10.0 '@.-§ 14- 1424 � 4-9 , -§ , I �` 41� `&§ 44 �@.-§ : 1- ,- :1.4 4,4 " `4,? 1 . 4.9 "' w .a ,.§ '44, :*,f'., -19�- a�g oh, , 0.0 0 - - -- L"', i -";g.--,�-, , , ; I �'?, . � I . I � � i - I - I 4 '-:� � 1, - � , � , A' � I "I' . , , �_ LX - . , 0,0 01 - -,�' ,�0,,;,-',' � 1 -1,7 ,1,§;Z� 1;q �1.49 * � , , � C." i !0.2 1 -� -;, ; " ; I 11 5 , " - "Z' I I . 5 �, � I I I , - , , -- ,� , - I- � , I IF ,I , � I : I I "I, I i '' 11 ,,, ` - ", /f i I I I - I 1. -,,� I I 11: i � I I - I - - I I � I 11 TELEPHONE LINE I A - I � , I " I c I ': , ---� , 11 � I �, ---, , 1 , �, 11 ,��-, - 1� � , I I I - I � " , � -�,, , , I , I 4 I - , � I I I � tn I I . 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