The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 2/23/20239ti1p RIM 24" FL OUY(N):, 24' FL IN(S) 18' FL IN(E) O f STORMWATER,MANHOLE RIM:478.78 T, 9101. 24' FL OUT(N):472.78 18" FL IN(S):472.99 18" FL IN(E):472.95 I \/ 4!78_ \ \ / WHEEL PARKINGPSPACESSTO BI EGRE _ SANITARY MANHOLE \ EXISTING VARIABLE WIDTH STORMWA7ER DRAINAGE EASEMENT '(� 8 RIM:478.24 - - _ WD-LHE40 PROTECTION SIGN STORMWATER DITCH INLET 8" FL OUT(S):470.82 TO BE REMOVED AND RELOCATED RIM ------ $ 8" FL IN(N):470.82 - I o 6' FL IN(E):470.90 CULVERT R 18" fLOUT(W):474.19 77 - - $ '" _ - - - - - - - - _ 6" FL IN(W):470.99 12' FL OUT I x__476-----=- -- -- --- --477_-_------ -------=- - ---� _ - _-- - --_---- -- . --�-.- -1=- - - -471=------- - -_�--a-_�-- mrrV (E)W OHW OHW OFALN- -+ EATRRYN AVENUE 30' TALL METAL HALIDEIR c> SITE DATA `RIM478.22 vnvcc 30' TALL LED STREET UGHT SANITARY MANHOLE RIM. -478.2626 LEGEND OR HIGH PRESSUREE SODIUM STREET LIGHT rn 8" FL OUT(N):469.67 T, eo 8' FL OUT(W):470.61 I � 1� ELEVATIONS BASED ON V J 8" FL IN(S):469.77 v- DEVELOPMENT SITE ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN JANUARY 10, 2022 USING THE + m 0119W J OREGON REAL-TIME GEODETIC NETWORK AND CEOID 12A (NAVD89). X 9y00 IN, m _ 418 CONTOUR LINE NOTES c' 8" FL IN(E):470.65 � o X FENCE UNE THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A 9op - - RIDGE LINE SUBSEQUENT SURVEY MAY DISCLOSE. 90A Vl AN, I AFp' Oi CURB PUBLIC UTILITY NOTES I No I I Q m< Lu EDGE OF ASPHALT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT MARKINGS DED L% GRAVEL IN THE FIELD SURVEY AND AS -BUILT DRAWINGS PROVIDED BY U77UTY COMPANIES. THIS in F r SURVEY DOES NOT SHOW ANY PAINT MARKINGS PROVIDED AFTER THE FIELD SURVEY WAS _J I- COMPLETED. AS -BUILT DRAWING INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON Z2 cQ BUILDING THIS SURVEY. AS -BUILT INFORMATION, IF PROVIDED, WAS USED TO IDENTIFY UNDERGROUND W x Lo rLLLL_M STORAGE CONTAINER PIPE SIZE AND TYPE. IF NO LOCATE PAINT MARKINGS WERE PROVIDED, AS -BUILT INFORMATION < (D d WAS USED TO HORIZONTALLY LOCATE THE UNDERGROUND UTILITIES. m Ln 7-1_I �T11TI L TEAT THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF ALL SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES SHOWN MAY NOT BE IN THE BUILDING EAVE EXACT LOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. -a- SIGN AI Q MAIL BOX ALL WATER MAINS AND LINES SHOWN WERE BASED ON BLENDED INFORMATION OF VISIBLE STRUCTURES AND AS BUILT DATA. • BOLLARD +� BIKE RACK ALL GAS LINES SHOWN ARE BASED ON NORTHWEST NATURAL'S ONLINE MAPPING TOOL. NO Q HVAC LOCATE PAINT MARKINGS WERE PRESENT AT THE TIME THE AREA WAS SURVEYED - TOP OF SWALE UTILITY LOCATIONS SHOULD BE VERIFIED BY OREGON URIM NOTIFICATION CENIER - - - - CENTERLINE OF SWALE MAEDL47ELY PRIOR TO ANY EXCAVATION - TOP OF SLOPE PRIVATE UTILITY NOTES BOTTOM OF SLOPE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED USING THE UTILITY CONSTRUCTION .0, AOA (E)W WATER LINE PIANS FROM A PREVIOUS DEVELOPMENT SUBMITTAL fl+aj WATER VALVE FLOODPLAIN AND FLOODWAY Is WATER METER BASED ON FLOOD INSURANCE RATE MAP NO. 41039C1161 F. EFFECTIVE DATE JUNE 2, 1999. SUB WATER SAMPLE STATION THIS PROPERTY IS OUTSIDE THE 500 YEAR FLOODPLAIN HOSE HIS ZONING \ \ FIRE HYDRANT TAX LOT 6401: HI (HEAVY INDUSTRIAL) \ \ 6' CHAIN LINK FENCE -(E)WW- SANITARY LINE \ 7b1� WELLHEAD PROTECTION ® SANITARY MANHOLE -(E)SD - STORMWATER LINE ACCORDING TO THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP, THIS SITE IS WITHIN THE ZONE OF CONCENTRATION (5 YEAR TOT) OF THE 'SP' WELL SITE. \ SD STORMWA7ER MANHOLE \ ® STORMWA7ER CATCH BASIN SOIL TYPES \ \ 6' CHAIN LINK FENCE ® STORMWA7ER DITCH INCE! ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE WEB SOIL SURVEY, THETO \ \ BE STORMWA7ER DOWNSPOUT EXISTING SOIL IS (76) MALABON-URBAN LAND COMPLEX / ® 0 STORMWA7ER CLEANOUT BUS STOP � \ 1I 1 \ ^ \� STREET LIGHT THE NEAREST BUS STOP IS LOCATED AT THE INTERSECTION OF R STREET AND 28TH STREET, 1.0 MILE WALKING DISTANCE TO THE NORTHWEST OF THE SITE. I M TELEPHONE RISER \ II \ I I I I OHW OVERHEAD WIRES \ I ® ELECTRICAL METER I I -0- UTILITY POLE \ \ I III -(E)G- GAS UNE \ I I IIIA ® GAS METER I ® GAS VALVE \ a GUY WIRE DECIDUOUS TREE I IlM IIIA I I /�5� I DEMO Fprprprpr I - - - - S41VCUT F, JO _o III REMOVE STRUCTURE o I I IIIy IIIA IIS I• EO 1l z / : I �o VA / I / I 6' CHAIN LINK TO BE RI \ I / 9ti1p RIM 24" FL OUY(N):, 24' FL IN(S) 18' FL IN(E) O f STORMWATER,MANHOLE RIM:478.78 T, 9101. 24' FL OUT(N):472.78 18" FL IN(S):472.99 18" FL IN(E):472.95 I \/ 4!78_ \ \ / WHEEL PARKINGPSPACESSTO BI EGRE _ SANITARY MANHOLE \ EXISTING VARIABLE WIDTH STORMWA7ER DRAINAGE EASEMENT '(� 8 RIM:478.24 - - _ WD-LHE40 PROTECTION SIGN STORMWATER DITCH INLET 8" FL OUT(S):470.82 TO BE REMOVED AND RELOCATED RIM ------ $ 8" FL IN(N):470.82 - I o 6' FL IN(E):470.90 CULVERT R 18" fLOUT(W):474.19 77 - - $ '" _ - - - - - - - - _ 6" FL IN(W):470.99 12' FL OUT I x__476-----=- -- -- --- --477_-_------ -------=- - ---� _ - _-- - --_---- -- . --�-.- -1=- - - -471=------- - -_�--a-_�-- mrrV (E)W OHW OHW OFALN- -+ EATRRYN AVENUE 30' TALL METAL HALIDEIR c> M m `RIM478.22 vnvcc 30' TALL LED STREET UGHT SANITARY MANHOLE RIM. -478.2626 project no: OR HIGH PRESSUREE SODIUM STREET LIGHT rn 8" FL OUT(N):469.67 T, eo 8' FL OUT(W):470.61 I � 1� SODIUM STREET LIGHT V J 8" FL IN(S):469.77 8" FL IN(N):470.73 JJ + m 8" FL IN(E):469.95 J m 8" FL IN(S):470.73 X 9y00 IN, m v W < c' 8" FL IN(E):470.65 � o cl # I LTJ 9op i Oi v 90A Vl AN, I AFp' Oi 0 G L I No I I Q m< Lu LL iozp L% I- in F r m I _J copyright 0 2012 Branch Engineering, Inc. III ,LA08 0- t 1 r F I 6' CHAIN LINK r � I 1 r � Ir � ' I � ! CATCH BASIN RIM:479.01 1 6' FL OUT(S):47Z 10 I I , I I V I I I 1 o I11�1�1�1�1 I IIIIIIIIIII V I I I I � IIIIIIIIIII _ _ �I � IIIIIIIIIII IIi1111111I� m 1111111111 to V I I I I �IIIIIIIII� I 111111111 IjI I.. 11111111111 0 11,1,1 III BLE WIDTH B TOUSE ACCESS SEMEN7 - TO E TERMINATED M CATCH BASIN � RIM:478.37 NCE 6' 1 - 6' FL OUT(S):477.1 17, VICINITY MAP SCALE: NTS CE I I TAX LOT 6401 I 136,153 SF I (3.13 ACRES) I I / I u I I CATCH BASIN RIM:479.00 6" FL OUT(S):477.60 LLLLI �LLLL _LLLL _ CATCH BASIN I�I(IrrIRIIIM:47XX8.7XX7 � a IKX L/� 17,500 Sr BUILDING 20' HEIGHT WAREHOUSE 00 Z� 6 {-•--' 6'CHIN LINK FENCE 18' LONG 6' TALL CHAIN Z� / I LINK ROLLER GATE 24 LONG 6' TALL CHAIN IIA LINK ROLLER GATE, TO BE REMOVED I? !. S4WCUT AREA TO REROUTE SOUTHWARD L ' 1 m STORMWATER PIPE TO REROUTE TO l rn PROPOSED STORMWATER TREATMENT FACILITY .Q CATCH BASIN L _ HANDICAP PARKINGIGN tO J- '6" FL 9.32- - - _ \ n 6' FL OUT(S):47732 �- �ISDI (E \\ / (E) / (E)SD-(E)S (E)SD�� -va - ---- - 10"W 438 68,•t BA: 28 7' D/W.. m ", WELLHEAD FROTECTION SIGN 33.8' D/W I \ SIGN SANITARY MANHOLE RIM. 79.90 8" FL OUT(W):471.J8 8' FL IN(N):471.51 8" A IN(S):471.66 8" FL IN(E):471.45 --479-- m ---- tv � 000 zg00 LAND USE SUBMITTAL; NOT FOR CONSTRUCTION ranch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIREEP December 30. 2023 project title FEB. 3, 2023 30' TALL METAL HALIDE AWMS 30' TALL LED STREET UGHT OR HIGH PRESSURE project no: 21-749 SODIUM STREET LIGHT T, eo A802 z � 1� SIGN SANITARY MANHOLE RIM. 79.90 8" FL OUT(W):471.J8 8' FL IN(N):471.51 8" A IN(S):471.66 8" FL IN(E):471.45 --479-- m ---- tv � 000 zg00 LAND USE SUBMITTAL; NOT FOR CONSTRUCTION ranch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIREEP December 30. 2023 project title revisions: data: FEB. 3, 2023 drawn by: AWMS designer: RDC project no: 21-749 Z� V J O JJ J CL X 00 W < LTJ rn Vl w 0 G L W I Q m< Lu LL iozp L% I- in Lu r = _J I- w Z2 cQ W x Lo Z V < (D d I- m Ln revisions: data: FEB. 3, 2023 drawn by: AWMS designer: RDC project no: 21-749 EXISTING CONDITIONS AND DEMO PLAN sheet. Co PROPOSED DEVELOPMENT SITE PROPOSED CURB X ASPHALT ® BUILDING EDGE OF ASPHALT CONCRETE 19 SPACES GRAVEL LANDSCAPE AREA +r BIKE RACK BUILDING TRASH ENCLOSURE - TOP OF STORMWATER FACILITY - BOTTOM OF STORMWATER FACILITY SD STORMWATER LINE 99 CATCH BASIN ® DITCH INLET HVAC STRIP DRAIN WW SANITARY LINE ® AREA DRAIN -N NEW STRUCTURE ? RIMA 24 FL OUT(N).4 24" FL'. IN(S)A 18" FL IN(E)-4 O f STORMWATER MANHOLE S 9,102 I RIM.478.78 24" FL OUT(N):472.78 18" FL IN(S):472.99 18" FL IN(E):472.95 EXISTING 100x270 = 27,000 PROPOSED FENCE LINE X 20 SPACES CURB EXISTING EDGE OF ASPHALT STANDARD 19 SPACES GRAVEL 1 SPACES REMOVED ® BUILDING CATCH BASIN -N BUILDING EAVE In SIGN ® MAIL BOX • BOLLARD +� BIKE RACK ® HVAC f TOP OF SWALE - - - - CENTERLINE OF SWALE -(E)W- WATER LINE 901 WATER VALVE IN WATER METER •^' 31 SUB WATER SAMPLE STATION paJ HOSE BIB FIRE HYDRANT -(E)WW- SANITARY LINE ® SANITARY MANHOLE -(E)SD- STORMWATER LINE 5® STORMWATER MANHOLE ® STORMWATER CATCH BASIN ® STORMWATER DITCH INLET Q STORMWATER DOWNSPOUT ® STORMWATER CLEANOUT J STREET LIGHT m TELEPHONE RISER OHW OVERHEAD WIRES 17 ELECTRICAL METER t UTILITY POLE -(E)G- GAS LINE ®GAS METER ® GAS VALVE Ol GUY WIRE DECIDUOUS TREE 15 0 30 TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE TM: 17-02-30-43, TL: 6401 TOTAL SITE AREA 2.05 AC EXISTING COND17IONS IMPERVIOUS AREA PARKING AND CIRCULATION 0.53 AC PERVIOUS AREA 1.52 AC PROPOSED COND177ONS IMPERVIOUS AREA ROOF, PARKING AND SIDEWALKS 1.81 AC PERVIOUS AREA 0.24 AC INCRE45E IN IMPERVIOUS AREA 1.28 AC PARKING REQUIREMENTS SDC 4.6-125: 1 SPACE/600 SF OF WAREHOUSE COMMERCIAL SALES. SDC 4.6-155 BICYCLE PARKING: 0.25 PER EMPLOYEE OR 1 SPACE/4000 SF OF FLOOR AREA, WHICHEVER IS LESS. 75% LONG TERM, 25% SHORT TERM. PARKING TABULATION PROPOSED BUILDING 100x270 = 27,000 PROPOSED 27,000/600 = 45 EXISTING SPACES 20 SPACES MINIMUM REQUIRED PARKING 65 SPACES EXISTING 8" FL IN(E):470.65 -m STANDARD 19 SPACES ADA 1 SPACES REMOVED 10 SPACES REMAINING 10 SPACES PROPOSED I STANDARD 58 SPACES ADA 2 SPACES TOTAL 70 SPACES SITE PARKING EXISTING 10 SPACES PROPOSED 60 SPACES TOTAL 70 SPACES>65 SPACES BICYCLE PARKING PROPOSED BUILDING 100x270 = 27,000 27,000/4000 = 5.75 MINIMUM REQUIRED PARKING 7 SPACES PROPOSED BICYCLE 6 SPACES, LONG TERM PARKING. 1 SPACE, SHORT TERM NO CHANGE TO EXISTING BICYCLE PARKING LANDSCAPING IITARY AREA : 481.19 FL: - 477.00 CATCH BASIN=NJ RIM479.52- 6' FL OUT(S):476.78 ALL EXISTING LANDSCAPING OUTSIDE LIMITS OF PROPOSED IMPROVEMENTS WILL BE PRESERVED. ADDITIONAL PLANTINGS WILL BE INSTALLED IN THE FRONTAGE LANDSCAPE STRIP. THE NEW PLANTINGS WILL BE SHRUBBERY A MINIMUM OF 5 GALLONS AND OF AN APPEARANCE TO COORDINATE WITH THE EXISTING PLANTINGS. PLANT STREET TREES PER SPRINGFIELD STANDARD DRAWING 2-2. I ALL STREET TREES MUST BE PLACED 30 FEET FROM STREET LIGHTS PER SPRINGFIELD ENGINEERING DESIGN STANDARDS AND PROCEDURE MANUAL, SECTION 6.02A. CATCH BASIN -N RIM479.47 6' FL OUT(S):476.03 20.8' STORMWATER DITCH. INLET - VARIABLE WIDTH STORMWATER DRAINAGE EASEMENT T' RIM:474.69----- - -- $ _FL OUT(W):474.19. o WELLHEAD PROTECTION 18 CULVERFN - - -_ - - - - N 12" A:475.46 J- STOP - ' - ' - . - . - . - . - . - I � \ rrlunu >. ) (E)uV (E)W _(E) (E) (EL (E) 7.00' PUE SANITARY MANE Taw -ADJUST RIM. -48 - _ ' . ' 8"'R. OUT(S):47 . m 6" FL ',,Q 47 f STORMWATER DITCH INLET -N m E RIM:476.69----- $---- v (E) 18" FL OUT(W):475.19 $ 6" FL IN :47 -_..-_ OHW OHW 1 OHW OFM4 OHW- copyright 0 2012 Branch Engineering, Inc. 26.00 ---I O° T POO 51 P -PROVIDE THREE (3) HUBBELL OUTDOOR- UGH77NG LNC2-18L LED COMPACT WALLPACKS ® 675' SPACING ALONG EACH SIDEWALL C 5,000 51 UP DOOR OPPOSITE RAMP ADA PARKING SIGNS 5. p00 SF 27,000SF HEIGHT:22' FFE:481.50 ROLL UP DOORS OPPOSITE RAMPS 5;000 5E 5,000 51 UP DOOR OPPOSITE RAMP I JIVRMIINILR VIILA.ItlLL. M l,• • .••• . . RIM:475.96 . . FL:475.96 -8' FL OUT(W):475.96."."."B. .'.•.' .-.-.-.'.'PROPOSED 10.90' FL 47-1 B9 1. 26.0-6D /W WELLHEAD PROTECTION SIGN' RIM.478.26 HW I I `SANITARY MANHOLE 30' TALL METAL HALIDEI .l o v 8" FL IN(E):470.65 -m RIM.478.22 OR HIGH PRESSURE 0 y E9p0 8" FL OUT(N):469.67 SODIUM STREET LIGHT CATCH BASIN -N I 0 In 8' EL IN(S):469.77 I m 87IFL.pUT(S):476.88 v 8" FL IN(E):469.95 9kp0 m I m f 6" FL OUT(S):476.JE o f o I q 901 04.4 L I N o .gym. s copyright 0 2012 Branch Engineering, Inc. 26.00 ---I O° T POO 51 P -PROVIDE THREE (3) HUBBELL OUTDOOR- UGH77NG LNC2-18L LED COMPACT WALLPACKS ® 675' SPACING ALONG EACH SIDEWALL C 5,000 51 UP DOOR OPPOSITE RAMP ADA PARKING SIGNS 5. p00 SF 27,000SF HEIGHT:22' FFE:481.50 ROLL UP DOORS OPPOSITE RAMPS 5;000 5E 5,000 51 UP DOOR OPPOSITE RAMP I JIVRMIINILR VIILA.ItlLL. M l,• • .••• . . RIM:475.96 . . FL:475.96 -8' FL OUT(W):475.96."."."B. .'.•.' .-.-.-.'.'PROPOSED 10.90' FL 47-1 B9 1. 26.0-6D /W WELLHEAD PROTECTION SIGN' RIM.478.26 HW 8" FL OUT(W):470.61 I 8" FL IN(N):470.73 OR HIGH PRESSURE 8" FL IN(S):470.73 v 8" FL IN(E):470.65 -m 0 TRUCK E9p0 WELLS I CATCH BASIN -N o In project title: I m Op ccsr 0' CULVERT. . .' -N cc Qy 12"FL:477.5r,4 -- - - - - SATRRYN AVENUE 11 m TRUCK OUT(S):477. CHAIN LINK 6' FL OUT(S):477.10 a HW •. CATCH BASIN RAMP OR HIGH PRESSURE project no: v TRUCK 0 TRUCK E9p0 WELLS I CATCH BASIN -N o RIM. -477.71 project title: n 87IFL.pUT(S):476.88 � :, RAMP RIM:47767 m c, 6" FL OUT(S):476.JE o •:'. RAMP 04.4 J HW 30' TALL METAL HALIDE CATCH BASIN 30' TALL LED STREET LIGHT OR HIGH PRESSURE project no: RIM.478.37 TRUCK 6' FL OUT(S):477.08 WELLS E9p0 EXPIRES: DECEMBER 31, 2024 project title: n CATCH B451N-N � RIM:47767 6" FL OUT(S):476.JE r L I N o fi FL:476. 16. N 8 FL:476.20 �WELLHE41)PROTECTION SIC 4=120,4-4-4- (E4 NT8 2 9'27'00"W 43868, CULVERT -N -------12" FL:478.00--- CATCH BASIN RIM.479.00 TAX LOT 6401 6" FL OUTS):47780 136,153 SF (3.13 ACRES) 0 m 0 0 R 0 F 1 CHAIN LINK 18' LONG 6' TALL LINK ROLLEI -L PARKING SIGN .e CA �6' TCH BASIN FL 9.22 OUT 6" FL OUT(S):477.32 WELLHEAD PROTECTION SIGN E)SD _J6.0 D/W CULVERT -N Po"""T" 12' FL:478.35 m E _ _ _ _ -- CULVERT -N _ e- _ 12" FL -478.49 1 ^-STREET SIGN SANITARY MANHOLE RIM:479.90 8" FL OUT(W):471.3B _TIO 8" FL-IN(N):471.51 .0, 3N' 8" FL.IN(S):471.66 8" FL IN(E):471.45 ranch EG NINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.Branch En 91 neeri ng.com NaOuuR HW 30' TALL METAL HALIDE AWMS 30' TALL LED STREET LIGHT OR HIGH PRESSURE project no: 21-749 SODIUM STREET LIGHT EBp1 E9p0 CATCH BASIN RIM.479.00 TAX LOT 6401 6" FL OUTS):47780 136,153 SF (3.13 ACRES) 0 m 0 0 R 0 F 1 CHAIN LINK 18' LONG 6' TALL LINK ROLLEI -L PARKING SIGN .e CA �6' TCH BASIN FL 9.22 OUT 6" FL OUT(S):477.32 WELLHEAD PROTECTION SIGN E)SD _J6.0 D/W CULVERT -N Po"""T" 12' FL:478.35 m E _ _ _ _ -- CULVERT -N _ e- _ 12" FL -478.49 1 ^-STREET SIGN SANITARY MANHOLE RIM:479.90 8" FL OUT(W):471.3B _TIO 8" FL-IN(N):471.51 .0, 3N' 8" FL.IN(S):471.66 8" FL IN(E):471.45 ranch EG NINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.Branch En 91 neeri ng.com NaOuuR el dr , -T LY SIGNED drawn by: AWMS designer: NP project no: 21-749 NW EXPIRES: DECEMBER 31, 2024 project title: �p0 1� 6 r Z� V J O J J A CL J X 00 66Op " W < I� W Ol z C -I-Z � I G W p m w Q LLJ LL ioz0 I W ' FL:478.80 FOR FUTURE USE > Q Ed 7 G ;H BASIN -N 480.24 er ` W z - 12" FL OUT(W):478.78 X L!1 cr- 12' FL IN(E):478.78 ( ] H Q (D d �r m V) revisions: LAND USE SUBMITTAL; NOT FOR CONSTRUCTION data: FEB. 3, 2023 drawn by: AWMS designer: NP project no: 21-749 SITE AND UTILITY PLAN sheet. C1 41.901 0 f HOLE iIM:478.78 F 20.8' I I I I I I I I I II I � I I I �I m 5 0 30 A) s A0:481.: SANITARY AREA RIM: 5 GRADING REQUIRES THE CONSTRUCTION OF A 2 -FOOT RETAINING WALL OR ACQUIRING A 10 -FOOT PRIVATE SLOPE EASEMENT ALONG THE WESTERLY PROPERTY UNE .31 79-/ AC:481.4'. 1 �2/ rAC:48L1 478-_ 6y00 I _r/ .q AC:4E VARIABLE WIDTH STORMWATER DRAINAGE EASEMENT- t1' I ! A �- rp�STORMWATER DITCH INLET _ AC:480.91 \ AC:4I8 T -RIM:4?4,69 - - - - - - - - - - - o --WEU.HEAD PROTECRON SIGN AC:480.5,5 T 477 __ $ _ _ _ _----- AC:4AAA1 12' FLc475.46 AC:480.94 - -_476-- _- =�_- - - X77=-� - - - SIGN- - - _ =- - -- - - AC.481.14 -� _ . _ . . . - - - - -; - - -- - - _ AC: � /AC:480.6 :4E S'AAITaR9 MANHOLEC:480. - - - - - 1 7.00' PUE RIM:480.23 C:479.6 eV77' � 12 FL47Z37� 480_.. . � � � �- � C AE:480,2 �O6 �STORMWATER DITCH INLET -N RIM:476.69 -- --- -� _ OHW OHW OHW OHW OHW- OHW-- nu. - s4. TRUCK CATCH 1 000 SF -PROVIDE THREE (3) HUBBELL OUTDOOR - HANG LNC2-181. LED COMPACT WALLPAC 0 67.5' SPACING ALONG EACH SIDEWALL t' - ADA PARKING SIGNS 5 I 5. 000 F P. o� 27,000SF 149 iiE1GHT:22' FFE:481.50 6000 5F MUCK WELLS ^ 52 RAMP `..:'.. r -- r / 6' CHAIN LINK "FENCE I r I II CATCH BASIN ,C:479.69RIM:479.00 \ I TAX LOT 6401 \ I I 136,153 SF \ I (3.13 ACRES) CATCH BASIN I I I RIM:479.01 I � I I I I I I A :479.82 \ I m I ® I \ TRUCK I WELLS 4.19. 11 CATCH . .. 4 • • • • 6' FL -476. ('PROPOSED 10.b0' PUE, �CATCH BASIN RIM:478.37 19 79.37 PROTEC71OIN SIGNI 7[ }pe/ 17,500 SF BUILDING 20' HEIGHT WAREHOUSE DEVELOPMENT SITE EXISTING y p L PROPOSED HANDICAP X FENCE LINE 1_418'1 CONTOUR UNE - _478" - CONTOUR LINE KATHRYN AVENUE CURB CURB CL WHEEL STOP WHEEL STOP -----475------------ ASPHALT I EDGE OF ASPHALT - - AC RIDGE UNE - - - AC RIDGE UNE L1J AC VALLEY LINE r'=^ti"'r-::L.i' GRAVEL 9p0 �1 f I kD m 901 BUILDING Z I q \601 G T. p m< BUILDING D CONCRETE i