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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/25/2019 (2)00 r CHAIN LINK �� rp`Lr 0� 10' SUB WATER FENCE TO BE �O�,�'l o EASEMENT REMOVED ------------ - - - - - - - - - --------- ----------------------------- 1 449.12 50 _ ~ 493-5-7- - 493.0 ---_-- I t t � EXISTING BUILDING h9 - _ ,'t TO EXISNG BUILDING L0 t 4g r t r RgMOVED "> TO BE REMOVED-.- r � t I ----------- � ! 0�5 t1P MSOCK FLAG ---------- POLE _____ POLE TO BE 1 4 2z REMOVED fpr r /'.',.t\� I 1494.0.--- 493.5--, 494.0 --- 493.5-. O V494,0,—.-_ 9 b N \� ------------------4.i3---•- .,...,, N _ 4 3,0�� 14 ' ` tr ,- �g2.5'L ,> I SOIL: 119 N {' - \ tt r N CHAIN LINKBE \ rrr ( { # t FENCE TO 1! r! 1 t REMOVED{! _� 5.. \ iVon MW man ma* --- 493• l rVMS 00 saw WW MANHOLE r goo 100 ago wow - r` , R M=493.3,1 -Now son 000 8L(N)�=4$8.23 61h(E)=488.1'8"--� _ \\1 -------- 493,0--- _ 8"Ft(S)=488.21 �� TRANSFORMER TO BE 8"FL(N=488.33 RELOCATED PER S.U.B. CHAIN LINK FENCE t,- � r5 __ �Vrr tt I ro GATE TO BE -_CHAIN LINK FENCE frr GATE TO BE, 70• BE-REu&Ev_ - -' REMOVED r- rn o - - - - - ,,,N89-56'0411 149, 03 ✓1 I t AREA DRAIN EXISTING BUILDING ° t CHAIN LINK .4 } j� i' �' �\ I I REMOVE PC (TO BE REMOVED) TO BE REMOVED 31 FENCE { I �� I RIM -493.69 t }}� 493. t ( 101 3-FL(SE)=493. 28 t l SAWCUTSAWCUT tr tt CHAIN LINK �� 0 h ( I-S89'56'04p E 249.97- 493.5-._--.., - ---------- GRAPHIC SCALE ` I 30 0 15 30 60 IN FEET } -y-4 1/2"" G LEGEND 46 FIRE HYDRANT ® BUS STOP ,Nynyniv 4V a oiauAn LnyinMCI uiy, uM ASTER � 3T d' VICINITY MAP 12 LEGEND Me" SITE SITE PROPERTY LINE — - - - - — ZONING BOUNDARY SOIL TYPE BOUNDARY SAWCUT ----- -__ -= CURB FENCE EDGE OF AC PAVING ---W— WATER LINE W— WASTEWATER PIPE —ST— STORMWATER PIPE --G— GAS LINE — —QHW— OVERHEAD WIRES - - - - LIGE - - - UNDERGROUND ELECTRIC LINE ------ 502 ------go - ELEVATION CONTOUR ® WATER METER ® ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND POSSIBLE BACKFLOW OR BLOW OFF ASSEMBLY BOXES DQ WATER VALVE FIRE HYDRANT GM GAS METER ® GAS VALVE WASTEWATER MANHOLE 9 STORMWATER MANHOLE CATCH BASIN AREA DRAIN CLEAN OUT POWER POLE E GUY WIRE STREET LIGHT LIGHT MOUNTED ON POWER POLE ® ELECTRIC VAULT FE -M-1 ELECTRIC METER ® TELEPHONE VAULT Q TELEPHONE MANHOLE d BOLLARD LTD BUS STOP f� STEEL PLATE CONCRETE BUILDING DECIDUOUS TREE �- DECIDUOUS TREE TO BE REMOVED BUSH/SHRUB C1 SCALE: 7 "=1000' N'GINEERING= Since 1977 14- to 0 RIVERBEND ELEMENTARY SCHOOL BST MAIN ST McKENZIE HWY HWY 126 cin a N a vi --i o � 'U to W O ASTER ST i�: R m V, CID u`vj NO EXISTING CONDITIONS/DEMO PLAN C2 SITE PLAN C3 GRADING, PAVING &UTILITY PLAN SITE DATA FLOODPLAIN AND FLOODWAY BASED ON FLOOD INSURANCE 1Z47 E MAP N0. 41039C1162 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY 1S OUTSIDE THE 500 YEAR FLOODPLAIN. ELEVATION DATUM ELEVATIONS SHOWN HEREON ARE /N NAVDUJ '88 AS MEASURED BY GPS UNLESS OTHERWISE NOTED. ZONING LOT 100: LMI (LIGHT -MEDIUM INDUSTRIAL) LOT 102: LMl (LIGHT -MEDIUM INDUSTRIAL) AND CC (COMMUNITY COMMERCIAL) LOT 101: CC (COMMUNITY COMMERCIAL) WELLHEAD PROTECTION ACCORDING TO THE CITY WELLHEAD PROTECTION AREA MAP, THIS SITE IS WITHIN THE ZONE OF CONCENTRATION (99 YEAR TOT) OF THE MALA WELL SITE. SOIL TYPESLLJ LUU-1 Ce ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEB SOIL SURVEY, THE EXISTING SOILS ARE: (101) OXLEY-URBAN LAND COMPLEX (119) SALEM -URBAN LAND COMPLEXLLJ BUS STOP THE NEAREST BUS STOP IS ON MAIN STREET AT THE SITE FRONTAGE AND 1S SERVED 8Y LTD ROUTE 11. NOTE: 1. UNDERGROUND UTILITY LOCATIONS ARE SHOWN PER A COMBINATION OF VISIBLE ABOVE GROUND FEATURES AND AS -BUILT MAPPING UNLESS OTHERWISE NOTED. FLOWLtNE ELEVATIONS ARE PER FIELD MEASUREMENT UNLESS OTHERWISE NOTED. �Av— 03M 81I-(��o�11-N Pz 5th Ylaa� RevievJ Ca (5uUA pJY0.o�tZ. M l * civil transportation structural •geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngineering.com Springfield OR I Salem OR REGISTERED PROFESSIONAL LAND SURVEYOR Renee Clough Digitally signed by Renee Clough Date: 2019.03.22 09:15.49 -07'00' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2019 project title: r r • revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 sheet: ASTER � 3T d' VICINITY MAP 12 LEGEND Me" SITE SITE PROPERTY LINE — - - - - — ZONING BOUNDARY SOIL TYPE BOUNDARY SAWCUT ----- -__ -= CURB FENCE EDGE OF AC PAVING ---W— WATER LINE W— WASTEWATER PIPE —ST— STORMWATER PIPE --G— GAS LINE — —QHW— OVERHEAD WIRES - - - - LIGE - - - UNDERGROUND ELECTRIC LINE ------ 502 ------go - ELEVATION CONTOUR ® WATER METER ® ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND POSSIBLE BACKFLOW OR BLOW OFF ASSEMBLY BOXES DQ WATER VALVE FIRE HYDRANT GM GAS METER ® GAS VALVE WASTEWATER MANHOLE 9 STORMWATER MANHOLE CATCH BASIN AREA DRAIN CLEAN OUT POWER POLE E GUY WIRE STREET LIGHT LIGHT MOUNTED ON POWER POLE ® ELECTRIC VAULT FE -M-1 ELECTRIC METER ® TELEPHONE VAULT Q TELEPHONE MANHOLE d BOLLARD LTD BUS STOP f� STEEL PLATE CONCRETE BUILDING DECIDUOUS TREE �- DECIDUOUS TREE TO BE REMOVED BUSH/SHRUB C1 SCALE: 7 "=1000' N'GINEERING= Since 1977 14- to 0 RIVERBEND ELEMENTARY SCHOOL BST MAIN ST McKENZIE HWY HWY 126 cin a N a vi --i o � 'U to W O ASTER ST i�: R m V, CID u`vj NO EXISTING CONDITIONS/DEMO PLAN C2 SITE PLAN C3 GRADING, PAVING &UTILITY PLAN SITE DATA FLOODPLAIN AND FLOODWAY BASED ON FLOOD INSURANCE 1Z47 E MAP N0. 41039C1162 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY 1S OUTSIDE THE 500 YEAR FLOODPLAIN. ELEVATION DATUM ELEVATIONS SHOWN HEREON ARE /N NAVDUJ '88 AS MEASURED BY GPS UNLESS OTHERWISE NOTED. ZONING LOT 100: LMI (LIGHT -MEDIUM INDUSTRIAL) LOT 102: LMl (LIGHT -MEDIUM INDUSTRIAL) AND CC (COMMUNITY COMMERCIAL) LOT 101: CC (COMMUNITY COMMERCIAL) WELLHEAD PROTECTION ACCORDING TO THE CITY WELLHEAD PROTECTION AREA MAP, THIS SITE IS WITHIN THE ZONE OF CONCENTRATION (99 YEAR TOT) OF THE MALA WELL SITE. SOIL TYPESLLJ LUU-1 Ce ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEB SOIL SURVEY, THE EXISTING SOILS ARE: (101) OXLEY-URBAN LAND COMPLEX (119) SALEM -URBAN LAND COMPLEXLLJ BUS STOP THE NEAREST BUS STOP IS ON MAIN STREET AT THE SITE FRONTAGE AND 1S SERVED 8Y LTD ROUTE 11. NOTE: 1. UNDERGROUND UTILITY LOCATIONS ARE SHOWN PER A COMBINATION OF VISIBLE ABOVE GROUND FEATURES AND AS -BUILT MAPPING UNLESS OTHERWISE NOTED. FLOWLtNE ELEVATIONS ARE PER FIELD MEASUREMENT UNLESS OTHERWISE NOTED. �Av— 03M 81I-(��o�11-N Pz 5th Ylaa� RevievJ Ca (5uUA pJY0.o�tZ. M l * civil transportation structural •geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngineering.com Springfield OR I Salem OR REGISTERED PROFESSIONAL LAND SURVEYOR Renee Clough Digitally signed by Renee Clough Date: 2019.03.22 09:15.49 -07'00' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2019 project title: r r • revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 sheet: ELECTRIC METER ® TELEPHONE VAULT Q TELEPHONE MANHOLE d BOLLARD LTD BUS STOP f� STEEL PLATE CONCRETE BUILDING DECIDUOUS TREE �- DECIDUOUS TREE TO BE REMOVED BUSH/SHRUB C1 SCALE: 7 "=1000' N'GINEERING= Since 1977 14- to 0 RIVERBEND ELEMENTARY SCHOOL BST MAIN ST McKENZIE HWY HWY 126 cin a N a vi --i o � 'U to W O ASTER ST i�: R m V, CID u`vj NO EXISTING CONDITIONS/DEMO PLAN C2 SITE PLAN C3 GRADING, PAVING &UTILITY PLAN SITE DATA FLOODPLAIN AND FLOODWAY BASED ON FLOOD INSURANCE 1Z47 E MAP N0. 41039C1162 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY 1S OUTSIDE THE 500 YEAR FLOODPLAIN. ELEVATION DATUM ELEVATIONS SHOWN HEREON ARE /N NAVDUJ '88 AS MEASURED BY GPS UNLESS OTHERWISE NOTED. ZONING LOT 100: LMI (LIGHT -MEDIUM INDUSTRIAL) LOT 102: LMl (LIGHT -MEDIUM INDUSTRIAL) AND CC (COMMUNITY COMMERCIAL) LOT 101: CC (COMMUNITY COMMERCIAL) WELLHEAD PROTECTION ACCORDING TO THE CITY WELLHEAD PROTECTION AREA MAP, THIS SITE IS WITHIN THE ZONE OF CONCENTRATION (99 YEAR TOT) OF THE MALA WELL SITE. SOIL TYPESLLJ LUU-1 Ce ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEB SOIL SURVEY, THE EXISTING SOILS ARE: (101) OXLEY-URBAN LAND COMPLEX (119) SALEM -URBAN LAND COMPLEXLLJ BUS STOP THE NEAREST BUS STOP IS ON MAIN STREET AT THE SITE FRONTAGE AND 1S SERVED 8Y LTD ROUTE 11. NOTE: 1. UNDERGROUND UTILITY LOCATIONS ARE SHOWN PER A COMBINATION OF VISIBLE ABOVE GROUND FEATURES AND AS -BUILT MAPPING UNLESS OTHERWISE NOTED. FLOWLtNE ELEVATIONS ARE PER FIELD MEASUREMENT UNLESS OTHERWISE NOTED. �Av— 03M 81I-(��o�11-N Pz 5th Ylaa� RevievJ Ca (5uUA pJY0.o�tZ. M l * civil transportation structural •geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541 .746.0637 www.BranchEngineering.com Springfield OR I Salem OR REGISTERED PROFESSIONAL LAND SURVEYOR Renee Clough Digitally signed by Renee Clough Date: 2019.03.22 09:15.49 -07'00' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2019 project title: r r • revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 sheet: revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 sheet: EXISTING "GINEERING- .- _N SITE PROPERTY LINE E GUY WIRE Since 1977 5' WIDE 3/4" p`L' �, 10' SUB WATER - _ -- -- CURB STREET LIGHT civil • transportation MINUS GRAVEL �1' Sp EASEMENT - ��, FENCE structural • geotechnical LIGHT MOUNTED ON POWER POLE Y — — — — PATH, 3-4' THICK ' Ni —OHW— OVERHEAD WIRES SS U R V E Y I N G — — — — — — — — — — ,,..- — — — — — — — — — — — — — — — — —PROPOSED — — — — — — — — — — — — — — -- — — — — — — — — — — — — — _ _ WITI•I GATE PW LOCK ANDCE ----- ELEVA71 CONTOUR �� -502""`-�-. ON CO ® ELECTRIC VAULT 310 5th Street �: <: ' :fir•= _ HYDRANT DIREQ ION SIGN i Springfield, 97477 f95''30,` ® WATER METER ELECTRIC METER S rin field, OR . f � p: 541.746.0637 ® TELEPHONE VAULT - X r M ONE UNDERGROUND VALVE BOX AND TWO www.BranchEngineering.com B r a n c h E n i n e e r i n &9 ' --� com r-- --- - f �� X NCR E A F } ? € ABOVE GROUND POSSIBLE BACKFLOW OR 9 g 493.0 --------- PROPOSED STORAGE UNITS I SPRINKLER SYSTEM 8ACKFLO e } € PROPOSED STORAGE UNITS t TELEPHONE MANHOLE Springfield OR I Salem OR N `�— N } € } BLOW OFF ASSEMBLY BOXES 200 I t O BOLLARD it } P4 WATER VALVE / _ _ _ _ - CHAIN LINK LTD BUS STOP —_ ,/ = s _ — — — — _ -'w � .r'���rr _ FENCE +j FIRE HYDRANT STEEL PLATE �D P��F�ssi _rte �_ ____� _- _ FG Ml IN O ��i L� GAS METER �� _ € CONCRETE �t T� e —�€ — = �--_ � � � GAS VALVE s � #69162PE r' Renee Clough Digitally signed by Renee Clough WASTEWATER MANHOLE Date: 2019.03220916:26 -07'00' 45' 1y\\ l \\ BUILDING OREGON \ e \ STORMWATER MANHOLE vgti oob RY 10.2 ___. ' l i t CATCH BASIN ' \J- € -_"" } ' DECIDUOUS TREE F� CLD AREA DRAIN �0�� •� / ��� I 494.0.'-" - }-�-.� -�' � -� r CLEAN OUT EXPIRES: DECEMBER 30, 2019 r^943.5-, . ��� .- (--- -fi\ t ����•-Zp1 --� €€ POWER POLE � BUSH SHRUB project title: GRAPHIC SCALE 30 0 15 30 60 { IN FEET ) —e OHW �L I LPHW LOCKED MANGATE c� s \ \ 1 ' / I € m � r v- t \ 3 € 1 \ f t \ s� 100 SF OF ODOT STORM DRAINAGE EASEMENT,• LOCATION AND DIMENSIONS NOT CLEARLY -; SPECIFIED, SHOWN AS BEST INTERPRETATION OF INFORMATION AVAILABLE 3.5 r * * X X FENCE O BOLLARD PROPOSED EDGE OF AC PAVING AL SIGN --------------- EMERGENCY VEHICLE ACCESS ADA 2 SPACES TOTAL 42 SPACES V CLEAN OUT ■■■■■■■■■■■■■■■ PHASE LINE LLJ • AREA DRAIN _ PERVIOUS ASPHALT PAVING STREET TREE SPECIES TO BE SELECTED AT 71ME OF INSTALLATION GRAVEL STREET LIGHT.• AUTOBAHN SERIES ATBO LED LUMNAIRE MOUNTED ON FIBERGLASS 0 0i POLE, 35' HIGH WITH AN 8' MAST ARM BUILDING TABULATION OF COVERAGE TABULAT70N OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE TAX MAP 17-02-32-42, TAX LOTS 100, 101 & 102 TOTAL S17E AREA 3.84 AC EXISTING CONDITIONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 1.35 AC PERVIOUS AREA 2.49 AC PROPOSED CONDITIONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 3.55 AC PERVIOUS AREA 0.29 AC INCREASE IN IMPERVIOUS AREA 2.20 AC PARKING REQUIREMENTS SDC 4.6-125: 1 SPACE/300 SF OF RETAIL SALES, PERSONAL SERVICE OR OFFICE, NO REQUIREMENT FOR STORAGE UNITS. SDC 4.6-155 BICYCLE PARKING: 1 SPACE/3000 SF OF BUSINESS AND PROFESSIONAL OFFICES AND PERSONAL SERVICES. 259 LONG TERM, 759 SHORT TERM. NO REQUIREMENT FOR STORAGE UNITS. PARKING TABULATION EXISTING BUILDING 60 X 160 = 9,600 9,600 (SF) 9,6001300 = 32 MINIMUM REQUIRED PARKING 32 SPACES I'VIVIR11100 STANDARD COMPACT ADA 26 SPACES 42 SPACES 1 SPACES TOTAL 69 SPACES PROPOSED STANDARD 37 SPACES COMPACT 3 SPACES ADA 2 SPACES TOTAL 42 SPACES BICYCLE PARKING EXISTING BUILDING 60 X 160 = 9,600 9,600 (SF) 9,60013000 = 4 MINIMUM REQUIRED PARKING 4 SPACES EXISTING BICYCLE PARKING: 0 SPACES PROPOSED BICYCLE PARKING: 2 SPACES, SHORT TERM REFER TO WRITTEN STATEMENT FOR DISCUSSION. LANDSCAPING ALL EXISTING LANDSCAPING OUTSIDE LIMITS OF PROPOSED IMPROVEMENTS WILL BE PRESERVED. ADDITIONAL PLANTINGS WILL BE INSTALLED IN THE FRONTAGE LANDSCAPE STRIP. THE NEW PLAN77NGS WILL BE SHRUBBERY A MINIMUM OF 5 GALLONS AND OF AN APPEARANCE TO COORDINATE WITH THE EXISTING PLANTINGS. MAR 2 5 2019 Com S tkC• �� Qe kew revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 sheet: m +i .a LLJ 0 0 0i LLJ Ice LU LU 2 • revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 sheet: m 1 1 12" W Q�m - 5' WIDE 3/4" MINUS GRAVEL nAT" 7 A' TL I^V A LEGEND ranch EXIS"flNG N`GINEERINGapp .- SITE PROPERTY LINE POWER POLE Since 1977 10' SUB WATER-SAWCUT LINE GUY WIRE civil - transportation EASEMENT ---------- CURB STREET LIGHT structural - geotechnical FENCE SURVEYING - - - - - - - - - - - -W- WATER LINE LIGHT MOUNTED ON POWER POLE WASTEWATER PIPE rM ELECTRIC VALVE 310 5th Street -WW- Springfield, OR 97477 -ST- STORMWATER PIPE FER ELECTRIC METER p: 541.746.0637 A093.60 G GAS LINE am TELEPHONE VAULT www. Branch Engi neeri ng.com A '493.50 PROPOSED STORAGE UNITS A -OHW- OVERHEAD WIRES Springfield OR I Salem OR C. A 65 TELEPHONE MANHOLE UNDERGROUND ELECTRIC LINE (D CHAIN LINK ------ ELEVATION CONTOUR 0 BOLLARD 'AC.149*0.1 '*4 . 11 11 1 1 � - A FENCE FLOW ARROW LTD BUS STOP PROIC 49_11 FL4 .9 5% L -W-4 9 ;7- T- 77 V, WATER METER STEEL PLATE .4Y, #691 T OEI ONE UNDERGROUND VALVE BOX AND TWO 2PE X ABOVE GROUND POSSIBLE BACKFLOW OR ligilall signed by Renee Clough Date: 2019.03.22 09:17,07 -07'W ee Clough -49.120 AC.,03.20,, AC. 3 2 JOb CONCRETE Ren BLOW OFF ASSEMBLY BOXES '2Z,-- OREGON �29 BUILDING WATER VALVE J�, vgN4 AC.493.5 50 RY '492.65 '493. AQ. AC. FIRE HYDRANT - -------- --- --- DECIDUOUS TREE FG M1 GAS METER EXPIRES: DECEMBER 30, 2019 GAS VALVE WASTEWATER MANHOLE project title: BUSH/SHRUB -492.60 -------- \,AAC.*492. STORMWATER MANHOLE 0 - 90.60 'FL -490. 99 CATCH BASIN 2X UNITS AREA DRAIN PROPOSED STORAGE -492.90 '492.90 CLEAN OUT -492.90 L& AC. .90 llctl�_J \6 i -d ----------- A,� PROPOSED x x X FENCE 0 BOLLARD EDGE OF AC PAVING .20 SIGN i 'AQ -493. _UGE- UNDERGROUND ELECTRIC LINE CLEAN OUT Q*493. .50 A0.493. AC.492.65 STORMWATER PIPE PERF- PERFORATED STORMWATER PIPE AREA DRAW 2X 2%, /5 STREET LIGHT AUTOBAHN SERIES ATBO Opti r�Op 1, 1 - WASTEWATER PIPE LED LUMNAIRE MOUNTED ON FIBERGLASS A6. 1 '-.493.2 56_]� r4'tf�490.'I'V� W- WATER LINE ITF490-35 POLE, 35' HIGH WITH AN 8' MAST ARM - - - -- - - - - - -- WATER METER ST V, z"I - - - - - - - - - - - - - - - - -- - 7\ - - - - - - - AC.493.80 TOP OF ASPHALT aEvA77ON 4, --\- - '- 7-, -7- 77-, J IMPERVIOUS ASPHALT PAVING -490.80 N, x N F7_ 7 e FLOW LINE ELEVATION 0. ALE=:� GRAVEL Ca AC.493.50 AC:492.65 AC.493.50 AC. -493.70 _7"t` 93 fr_7 '4910 PERVIOUS ASPHALT PAVING AC. 193.W r BUILDING .77 bit, W EX. MATCH EX f PROPOSED STORAGE UNITS -��� UJ AC.493.79 FL MATCH EX. 80 Date Received REGRADE ASPHALT AS CO Ln I I" I NEEDED TO DRAIN AWAY FROM BUILDING NOTES: MAR 25 2v� 0 CHAIN LINK =:=7 - - - - - - - - - - - - - - --- - - - - - - - - - 1. STORMWATER SYSTEM TO REMAIN SHALL BE INSPECTED Oliginal Submittal -e -l -kA F_ r FENCE AND CLEANED. x . . . . . . 2. EXISTING CATCH BASINS AND AREA DRAINS TO REMAIN :4 SHALL HAVE DROP-IN INSERTS. 4' 11 MOO I t r1J co k ?��n z Ea LA ew E�3 4- THICK 112- OPEN L4.0 .4 GRADED MIX POROUS .1 640a LU ASPHALT PAVEMENT PER rn LU rylo ODOT SPEC. 00743 2 THICK 112 OPEN UJ CRUSHED AGGREGATE 6' FILTER COURSE o INSTALL6"X6' WHEEL STOPS (TYP) ------------- ------ Z UJ RER U715, TO AVOID 41 C EXISTING BUILDING FILTER FABRIC CL < If I tA S E AT BUILDING - 4740 MAW STREET I I ILL < TO REMAIN 24" THICK STONE RESERVOIR 314-1 - (AASHTO #5) CLEAN UJ REPLACE ADA C) Z CRUSHED AGGREGATE RAMP AND WALKWAY 20' x 6n MIN. > Ln M. _7 100 SF OF ODOT STORM 6' PERF PIPE / revisions: DRAINAGE EASEMENT, LOCATION WITH HOLES UP 5'x35' .1 AND DIMENSIONS NOT CLEARLY PT442BES GRASSY ROPOSED 4 4 UNDISTURBED SOIL LIMIT TRAFFIC AND SWALE NATIVE MIX ---------- "�-_SPECIFIED, SHOWN AS BEST COMPACTION DURING CONSTRUCTION TO MAINTAIN ---IAPARTM '1`112 INTERPRETATION OF INFORMATION PERMEABILITY OF NATIVE OR IMPORT SOILS --- 2' MIN. AVAILABLE 7 SIGN f6 5 OWrSLbPE oo°oPERVIOUS AC PAVING SECTION 493. REMAIN EASEMENT 44_. U'o LOP SCALE: N.T.S. LIGE, ........... L HUGE 4 Ut-frL 7493, ==IZ-49 ST 94" ST::� 1�24_' ST_ -,==_--_493.0= ------- -------- - 3.5---t' A ------- W 1---30' DI W In- WAZ -12" W- -12" W­49�" 18- SAND/LOAM/COMPOST 3 -WAY MIX IMPERVIOUS LINER GROWING MEDIA. MEET CITY OF date: PORTLAND STORMWATER MANUAL _--___493.0 ---------- 493.51____._______ 28' DIW ­ \ L" - __­ -_ - ­_ MAR. 21, 2019 TO BE UPGRADED- 3" COMPACTED THICKNESS TO BE UPGRADED- 318- DENSE GRADED HMAC APPENDIX F.3 SPECIFICATIONS drawn by: ARS REPLACE DRIVEWAY APRON WITH (COMPACT TO 91Z RELATIVE CU WANU T -t, COMPACTION RICE) FULL HEIGHT designer: RC SWALE SECTION I10 'ElliZE F project no: 18-204 SCALE. N.T.S. 4 112' 0 ,4 1/2-G- -­­ 4 112' PAVING, __493.0 7 GRADING 93.0 r\ & UTILITY W_LTD 10" 314'�-(Q) CRUSHED ROCK, COMPACTED AT 95Y. RELATIVE AC. Q9�50 COMPACTION MODIFIED PROCTOR PLAN COMPACTED SUBGR4DE sheet: IMPERVIOUS AC PAVING SECTION SCALE, N.T.S. C3 Luminaire Locations No. Label Location X Y Z MH Orientation Tilt Aim X Y Z 4 A 220794.50 107930.00 30.00 30.00 308.02 60.00 220774.00 107946.00 15.00 Statistics Description Symbol Avg Max Min Avg/Min Max/Min Calc Zone #3 Lumens Per Lamp + 0.3 fc 5.9 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Manufacturer Catalog Number Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage Description tj;a, I 1 American Electric Lighting ACP 40M SC 66 ONE 400 -WATT CLEAR BT28 PULSE 1 ACP 40M_SC_66.ies 31000 1 455 ACP SERIES 40OW MH (PULSE START) 6X6 a A c ry START METAL HALIDE, qRt +0-10 +0p0 DIST. HORIZONTAL POS. 40,`2- 0-2 +° + #a° +° a•3"-0,3. 6.2 �0: +. l i +15 + 1 i I +,0:1 0 i s +0.1. 0,0 +0:0 +:G:a.:+I +0-1, *a.1 +a•1 ...'- r .. __.... +b 1 01 + +0, 1 :;+a a �a a }� +.0 �a +a +"...) tj;a, I +a -a :*I LLJt a,i +010 �i c ry qRt +0-10 +0p0 40,`2- 0-2 +° + #a° +° a•3"-0,3. 6.2 �0: +. l i +15 + 1 i I +,0:1 0 i s +0.1. 0,0 +0:0 +:G:a.:+I +0-1, *a.1 +a•1 ,11,1 +D"a 01 0.1 a.1 '0_1 D,a tj;a, I +a -a :*I LLJt i c Cts a, 02� D;2 .1 t� 0 I + + + - + +•0 + 's T.a - iT f1-.6_., 1 1.. r. 0', C.. a �.y t.1 0 ,..r „ .. 'r r, 0,,{ _ a.t,a 0.#1 0 ora t1.6., , O,a o0 a, a.a O.a< a.1,.,. �1>1 a 1 ., _ar1 a.1 Or.�._ a. 0, 0, a. a_a , 0 t1 1 0 1 0 1 0 1 f 1<1 14 14 4.r 1 1 9 ,&2 0. _ ,a. a.a a a a. ,a.,� --.a- a,.a . a 0 + . _ , 0 a a tr.1 .0.1 a.1 0.1 0.1, a.1.�; a.1.� a. , a: a„� a. a.4_ a,6, O,r a.a 1. 1,.4...a.a. 4.a.,:. 1 a a a,1 Oa , : .. ,. , :. ,. ,:.: - : :.. , , T, 7. a.0__ a_a ,a . ,0 a 1 a.a, a.a at a_0 a •� 0 0 [� a.1 g.1 a.,i a,1 a.1, >.1 a. a. a.� �. 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W g 0� 0 0 i t LLJt i c ry qRt • Designer: • DNH Date 3/8/2019 Scale Not to Scale MAR 2 5 2`1 original ale (-�Wj Qll' 1G-0000'll-T`IPL bawl braWz Fq q 6 f -1 now %1NEERING'- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR �S��R�D, NR�FFssi � �G FF OCG #79I,F,,H.Po nr-aam�war� .'81. � Eq Daniel N. Ha aN.,a&a , ''.gsa ",L•SP�N-.22 .3.OR. GUS iSaC 20 7 9.032210: OREGON INN EXPIRES: JUNE 30, 2019 project title: i -4 UJ i i t \ C • i CA J i i A revisions: date: MAR. 21, 2019 drawn by: ARS designer: RC project no: 18-204 1101002='ke sheet: l� is X251 - 6f1 _ "T.O. ROOF Z +10 1 101 — 0" $B. AWNING COIL DOOR BEHIND STOREFRONT RIBBED METAL PANEL, PER SPEC. now ±251- _61t _ T.O. ROOF PRE FINISHED ALUMINUM AWNING AND LIGHT SHELF, PER SPEC. CONTROL JOINT, TYP. 2 12" —4 EAST ELEVATION SCALE: 1/4" = V-0" 3 PRE -FINISHED METAL ROOFING, PER SPEC. PRE -FINISHED METAL GUTTER, PER SPEC. CONTROL JOINT, TYP. STEEL GUARD RAIL PRE FINISHED METAL FASCIA PER PEMB MANUFACTURER PRE FINISHED METAL ROOFING, PER SPEC. TYP. PRE FINISHED METAL COIL DOOR, PER SPEC. TYP. PRE FINISHED METAL FASCIA PER PEMB MANUFACTURER 1-011 PROPOSED LOCATION 1 IFE-m-M COIL •••• BEHIND STOREFRONT SOUTH ELEVATION SCALE: 1/4" = 11-0" N 3 RIBBED METAL PANEL, PER SPEC. M 5 � 6 Date Received MAR 25 ?"°'J Original Submittal D 0 ~ W Ce Z. ww omz w (/1mQN� 0Z W 08 Z Q (n Of W o w Q c�E Wwt- zzcn� F- LL, %53w:'w w Q a Nw J W OpZ Q am v�a�OJF��N0 OO'V F-tow-g(u � C7 8 2 0O w w o -Lu Z= F E Z w� w �zwWw0 z 1. 5 Q�o zw°5'6Vz Oaf' VH wZQ V1 ln2Q W=� Z. Z� VZF"LU wS Z ZOO- QQf-wF �, �zz�z ��W zzowt O-'�zgLL'0''zt w 4w222m =6�nowmmw�W �awoV W HQ W W-Zzowm r-Uaaa r=-o0Z�-°Ooao JEFFERY L. • HATCH CP BOISE,ID. F B 3-21-19)W C E oC O LL J H U Q U— D W 'Q OC O W z L9 � 0 O rnzw U W M to N P.0 E- M U) O W (n 00 r, o Q F- LLI mOw Q) a F- V v }u_ rC)u �ovn- of U F_ �•�. cD m O u. U 2 Q ~ W Ce Z. ww omz w (/1mQN� 0Z W 08 Z Q (n Of W o w Q c�E Wwt- zzcn� F- LL, %53w:'w w Q a Nw J W OpZ Q am v�a�OJF��N0 OO'V F-tow-g(u � C7 8 2 0O w w o -Lu Z= F E Z w� w �zwWw0 z 1. 5 Q�o zw°5'6Vz Oaf' VH wZQ V1 ln2Q W=� Z. Z� VZF"LU wS Z ZOO- QQf-wF �, �zz�z ��W zzowt O-'�zgLL'0''zt w 4w222m =6�nowmmw�W �awoV W HQ W W-Zzowm r-Uaaa r=-o0Z�-°Ooao JEFFERY L. • HATCH CP BOISE,ID. F B 3-21-19)W C E oC O LL J H U Q U— D W 'Q OC O W z DATE: MAR 2019 DRAWN BY: NJ_M_& W.B. CHECKED BY: X11,JOB NUMBER: 19109 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-490 SHEET z Lu 2 O U z O F_ U w 0 Lu Q 0 w 0 DATE: MAR 2019 DRAWN BY: NJ_M_& W.B. CHECKED BY: X11,JOB NUMBER: 19109 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-490 SHEET IV Im Fee +-131- 1011 +T.O. ROOF +01- 011 $ T.O. SLAB IE 2 3 0 I 1 PRE FINISHED METAL AWNING +101 - 011 B O. AWNING +71 - 011 HEADER HEIGHT \ POST, PER PLAN o +01 - 011 / NORTH ELEVATION SCALE: 1/4" = 1'-0" ONTROL JOINT, TYP. PRE FINISHED METAL FASCIA PER PEMB MANUFACTURER +-13' - 10" T.O. ROOF +121-011 T.O. LOW EAVES +0'-0" T.O. SLAB 1211 WEST ELEVATION SCALE: 1/4" = 1'-0" 2 _ ±2_5' 611 T.O. ROOF _ +191-8" HEADER HEIGHT RE FINISHED ALUMINUM AWNING kND LIGHT SHELF, PER SPEC. Date Received METAL PANEL, OC gjnal Su mItal )EC. +0� copy T.O. SLAB 5 I 6 0 1.1 C Lm W w w LL, V 00z w tnm¢-D. SZ .00 w �'n-. w- Z Z -'< p QPEZ ��Da¢t-•v,tn0009 =Z F�--Q Uw F- m ccww U OazW wOw 0 �Fa Oa O o.KF.OJI-<E0 OFDV t-w=�VOOC7 wwo°�n�N„ziHz ZF= W>o�WDZ� W J zd -O W pul U)=Q W =i W mU1JZ O�az Z�UZF-W= ` j�Qt7 K�2a �Kii~OIn�Q Z� W�vuwiQ {1� � QO w0 OVt=nw�w QQp�I�- t= -h VaiE=' WF -0E- W ZZOa V O0ujozz' z E Z 0-Lij �¢Z mpg= wv4=i, =o NZK i�agz=zOO�zt=- r-vaa¢ r00EFX..r-v0a0 JEFFERY L. CA • HATCH cls BOISE,ID. F s-21-19 z 0 "t W oa O Ln N O H N O W v Co U v Lu �WU O r QQo� IoW — ~ N V- Ln 00 M U v 3: u }U_ U � �Cn� a! - U 1 iT 0 z Q -Vi0u-x O¢w - X25 6 rw lom0LLLL U=Q _ _ T.O. ROOF Q PRE FINISHED METAL AWNING +101 - 011 B O. AWNING +71 - 011 HEADER HEIGHT \ POST, PER PLAN o +01 - 011 / NORTH ELEVATION SCALE: 1/4" = 1'-0" ONTROL JOINT, TYP. PRE FINISHED METAL FASCIA PER PEMB MANUFACTURER +-13' - 10" T.O. ROOF +121-011 T.O. LOW EAVES +0'-0" T.O. SLAB 1211 WEST ELEVATION SCALE: 1/4" = 1'-0" 2 _ ±2_5' 611 T.O. ROOF _ +191-8" HEADER HEIGHT RE FINISHED ALUMINUM AWNING kND LIGHT SHELF, PER SPEC. Date Received METAL PANEL, OC gjnal Su mItal )EC. +0� copy T.O. SLAB 5 I 6 0 1.1 C Lm W w w LL, V 00z w tnm¢-D. SZ .00 w �'n-. w- Z Z -'< p QPEZ ��Da¢t-•v,tn0009 =Z F�--Q Uw F- m ccww U OazW wOw 0 �Fa Oa O o.KF.OJI-<E0 OFDV t-w=�VOOC7 wwo°�n�N„ziHz ZF= W>o�WDZ� W J zd -O W pul U)=Q W =i W mU1JZ O�az Z�UZF-W= ` j�Qt7 K�2a �Kii~OIn�Q Z� W�vuwiQ {1� � QO w0 OVt=nw�w QQp�I�- t= -h VaiE=' WF -0E- W ZZOa V O0ujozz' z E Z 0-Lij �¢Z mpg= wv4=i, =o NZK i�agz=zOO�zt=- r-vaa¢ r00EFX..r-v0a0 JEFFERY L. CA • HATCH cls BOISE,ID. F s-21-19 z 0 "t DATE: MAR 2019 DRAWN BY: NJM & W.B. CHECKED BY: JLH JOB NUMBER: 19109 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-4,0 I SHEET z W O U Z O V- CL U Lu 0 W Q 0 Q W 0 DATE: MAR 2019 DRAWN BY: NJM & W.B. CHECKED BY: JLH JOB NUMBER: 19109 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-4,0 I SHEET DATE: MAR 2019 DRAWN BY: NJM & W.B. CHECKED BY: JLH JOB NUMBER: 19109 z W O U z O CL CL U V) W D w F - Q Q F- J W DATE: MAR 2019 DRAWN BY: NJM & W.B. CHECKED BY: JLH JOB NUMBER: 19109