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HomeMy WebLinkAboutPlans Applicant 8/22/202335 OWNER HANSON PROPERTIES II LLC 8635 COLLEGE VIEW ROAD EUGENE, OREGON 97405 541-747-4269 CONTACT: NILES HANSON EMAIL: niles@nwstamping.com TENANT ROSEN SUNVISOR SYSTEMS 8635 COLLEGE VIEW ROAD EUGENE, OREGON 97405 541-747-0034 CONTACT: NILES HANSON EMAIL: niles@nwstamping.com Y z d z0Of a F O E W co D Z C & m = O (D W o O Of z a � m w W. ao 2 M y 9 WCU m m SITE REVIEW FOR- ROSEN SUNVISOR SYSTEMS LEGAL DESCRIPTION TAX MAP: TAX LOT: ADDRESS ZONING: PROJECT DESCRIPTION EXISTING CONDITIONS: PROPOSED CONDITIONS USES OF ADJACENT LAND NORTH, SOUTH, AND EAST: WEST 18-03-03-14 2000 & 2001 4884 FRANKLIN BOULEVARD EMPLOYMENT MIXED-USE (GLENWOOD) TWO STRUCTURES METAL STORAGE BUILDING ADDITION OFF OF EXISTING STRUCTURE EMPLOYMENT MIXED-USE (GLENWOOD) LIGHT MEDIUM INDUSTRIAL ood rHEuocuxFNrum rHEUEno/s lxcoRPOR.arEUHERFix ARE THE PROPERrvOF.pHxSON RROOERIG(EN3/NFERlN3, LLC, AMJ IS M1bTTJRELLSEO, NWFbIE OR PART,F02 AM'OiNER fl20.1ECT wm/.nvrrHE wamEx AVMORRAiION FR0.M iNE PRINGPAIS OF JOHNSON RROOFRIG(FAbINEFRlN3 Digitally Signed 23.08.16 �GINEFP 74943PE OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 1 am appmvIng this document documents@Ibe.us.wm 2023 03.16 14:5155-07'00' GOD SITE REVIEW COVER SHEET X CIVIL &STRUCTURAL ENGINEERS \1a ryGG� 0 w ; OE EXISTING ELECTRIC METER 0 EXISTING POWER POLE ❑ Ev EXISTING ELECTRIC VAULT ❑ ET EXISTING ELECTRIC TRANSFORMER E--- EXISTING POWER POLE GUY ANCHOR •e EXISTING BOLLARD EXISTING WATERLINE (SIZE AS NOTED) EXISTING SIGN AS NOTED D EXISTING GAS METER UT EXISTING TELECOMMUNICATIONS RISER oNw EXISTING MONITORING WELL (E) 6' CHAINLINK FENCE S 88°51'25" E LOT 2 LOT 1 5'P.U.E. ¢39 LANDSCAPE PERIMETER 1 L D S H . _ . 439 10' BUILDING SETBACK I I CATCH BASIN O GRATE 437.90 /DEMO PIT FOR WASTEWATER MANHOLE w � u3 RIM =43221 �G LOADING DOCKFL RIM = W = 427.63 — FL10"SE=427.86 1 — -- � ST — ST ST �I GF /G E E E E E E E E p'y� E E hk t \ (E) GARBAGE 'V DUMPSTERS U ASPHALT \ rn \ \43g m S c \ Tu r e ` I CAPE \ A G - 'hr\ o " e \ Q \ O0 0 439 19, 1�' 4 ax S22` F Jg 3(E)24'DRI AY BO" - 0 W/ GATE `r'Y a,E tiGc\ °0. ww w— ww I_ tI G BLE LOCATION OF \ EXISTING STEWATER LINE BAS (v ITY D AV TY NFOR TION.VERIFV. 'v (E) 30' DRIV GA WI GATE CURVE C2 R = 70.00' 43°14'05" L = 52.82 CH = 51.58' N 30'52'02" W CURVE Cl R = 25.00' A = 80°18'00" L = 35.04' CH = 32.24' N 49°24'00"W WASTEWATER MANHOLE RIM = 43756 FL 10" NW =428.28 FL 10" S = 428.28 \\i EXISTING HANDRAIL OR CHAIN LINK FENCE LINE DDENOTES EXISTING STORMWATER PIPE (SIZE AS NOTED) ST ww EXISTING WASTEWATER PIPE (SIZE AS NOTED) P.U.E. DENOTES PUBLIC UTILITY EASEMENT EXISTING NATURAL GAS LINE DENOTES RIGHT -OF -WAV O.D.O.T. EXISTING WATERLINE (SIZE AS NOTED) w PROPERTY LINE EXISTING UNDERGROUND ELECTRIC LINE E EXISTING OVERHEAD WIRE(S) oil ao Z EXISTING TELEPHONE LINE T EASEMENT N SETBACK (E) 6' CHAINLINK FENCE S 88°51'25" E LOT 2 LOT 1 5'P.U.E. ¢39 LANDSCAPE PERIMETER 1 L D S H . _ . 439 10' BUILDING SETBACK I I CATCH BASIN O GRATE 437.90 /DEMO PIT FOR WASTEWATER MANHOLE w � u3 RIM =43221 �G LOADING DOCKFL RIM = W = 427.63 — FL10"SE=427.86 1 — -- � ST — ST ST �I GF /G E E E E E E E E p'y� E E hk t \ (E) GARBAGE 'V DUMPSTERS U ASPHALT \ rn \ \43g m S c \ Tu r e ` I CAPE \ A G - 'hr\ o " e \ Q \ O0 0 439 19, 1�' 4 ax S22` F Jg 3(E)24'DRI AY BO" - 0 W/ GATE `r'Y a,E tiGc\ °0. ww w— ww I_ tI G BLE LOCATION OF \ EXISTING STEWATER LINE BAS (v ITY D AV TY NFOR TION.VERIFV. 'v (E) 30' DRIV GA WI GATE CURVE C2 R = 70.00' 43°14'05" L = 52.82 CH = 51.58' N 30'52'02" W CURVE Cl R = 25.00' A = 80°18'00" L = 35.04' CH = 32.24' N 49°24'00"W WASTEWATER MANHOLE RIM = 43756 FL 10" NW =428.28 FL 10" S = 428.28 \\i 338.57' SY=ST'— I=STS sr—s-6-9i--,— (E) FDC (E) SHED TAX LOT 2000 I N D U S T R I A L EXISTING BUILDING AREA: 34299 SO FT 9E: EMPLOYMENT MIXED USE h (E) TRASH \ ENCLOSRE \ tk \ \ TAX LOT 2001 (E) STORMWATER \ TREATMENTAREA s / WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL 6" S = 428.52 FL 8" W = 428.54 • LANDSCAPE'METER 4 '\ — ST�— rob o 1I p o 0 I N,j9/ NND ww ww— ww— — ww� a°wW I— ww— ww— ww ww— Z ww— �w m U G G E Tof AY —L—G� oaw 01A OHw oHw 41— oew— oaw— 0.— 0aw— oaw d >a caw— oHw— FH (E) FIRE HYDRANT ASPHALT ®> �T —T —T — TO s e 5' P.U.E. (E)FIRE HYDRANT -------\ I I �E T 0 0 IT ASPHALT EXISTING CONCRETE SURFACE DDENOTES ,740 EXISTING DECIDUOUS TREE (SIZE AS NOTED) snAk EXISTING CONIFEROUS TREE (SIZE AS NOTED) P.U.E. DENOTES PUBLIC UTILITY EASEMENT R.O.W. DENOTES RIGHT -OF -WAV O.D.O.T. DENOTES OREGON DEPT OF TRANSPORTATION — — - — PROPERTY LINE 338.57' SY=ST'— I=STS sr—s-6-9i--,— (E) FDC (E) SHED TAX LOT 2000 I N D U S T R I A L EXISTING BUILDING AREA: 34299 SO FT 9E: EMPLOYMENT MIXED USE h (E) TRASH \ ENCLOSRE \ tk \ \ TAX LOT 2001 (E) STORMWATER \ TREATMENTAREA s / WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL 6" S = 428.52 FL 8" W = 428.54 • LANDSCAPE'METER 4 '\ — ST�— rob o 1I p o 0 I N,j9/ NND ww ww— ww— — ww� a°wW I— ww— ww— ww ww— Z ww— �w m U G G E Tof AY —L—G� oaw 01A OHw oHw 41— oew— oaw— 0.— 0aw— oaw d >a caw— oHw— FH (E) FIRE HYDRANT ASPHALT ®> �T —T —T — TO s e 5' P.U.E. (E)FIRE HYDRANT -------\ I I �E T 0 0 IT ASPHALT Y ? T R E i — E N /N (E) 30' DRIVEWAY W/GATE WW—Ww—B'WN— WW— WW—/1 WASTEWATER MANHOLE RIM =442.22 FL 8" W = 429.13 FL 8" S - 429.34 FL 8" E - 429.14 I I I I I� LTD BUS STOP APPROXIMATELY 600'± TO THE NORTH 14 \ Y I , II £ II c I I£ TI D I l rr-rr�� 0 _T —T A I Q rz o C I I 3 o rn ASPHALT I I 442 rn I I I P = TAX LOT 2002 (O.D.O.T.) III II I C T S IIS II AY3 I I EXISTING 6'-0" CHAINLINK FENCE 2 o I I I= w —w v W — "LTD BUS STOP APPROXIMATELY 190'± TO T — T SOUTH W E W E _mow O � I I A42 0 CITY OF SPRINGFIELD BENCHMARK#600 • x g NORTH GENERAL NOTES THIS SHEET: 1. SITE LIES WITHIN ZONE "WOF THE FLR..M. 2. SITE IS NOT WITHIN A WELLHEAD PROTECTION AREA 3. SOIL TYPE IS NEWBERG-URBAN LAND COMPLEX KEYED NOTES THIS SHEET: 2NOT USED C 2023 JOHNSON BRODERICK ENGINEERING, No pad of this document can be reproduced without the written permission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ] cD Y ? i Z U LU m O�w L) c m Z Z m ao Z W O DO L N $ 7 vi Wj m r1r1 m a m 3 1 � � N b mo` U �W vaoEERrvor.lonrvsoN eRocERIcrc ENcwEERwc, uc.ano ISNorroeEVSEOM WNOLEOR ° auTno UTTHNTMFao EiNr+Ecr GMNCIFALSOF JOHNSON RROOERICN ENGINEERING Digitally SgnW 23.08.16 749pp43PE U OREGON Expires: 2023.12.31 Aaron M. Bmtlerick P.E. 325 West 13th Avenue, Eugene, OR 97401 1 am approving this document documents@jbe. us.com 2023.08.1614:52:13-0TW LU W H } Cn O 6n z Z Z W Q M 0 > O � J � LLLu co O Z Z UT O YLU LU Z O D UL D W Z LU CD LU T00 w Date: 2023.08.16 Project No: 20012.01 Drawn By: JW Checked By: RLJ EXISTING CONDITIONS Sheet title: C1.0 D EXISTING ELECTRIC METER 0 EXISTING POWER POLE El Ev EXISTING ELECTRIC VAULT ET EXISTING ELECTRIC TRANSFORMER E--- EXISTING POWER POLE GUY ANCHOR •B EXISTING BOLLARD T EXISTING SIGN AS NOTED OO EXISTING GAS METER If EXISTING TELECOMMUNICATIONS RISER EXISTING HANDRAIL OR CHAIN LINK FENCE LINE sT EXISTING STORMWATER PIPE (SIZE AS NOTED) ww EXISTING WASTEWATER PIPE (SIZE AS NOTED) " EXISTING NATURAL GAS LINE W EXISTING WATERLINE (SIZE AS NOTED) E EXISTING UNDERGROUND ELECTRIC LINE ol EXISTING OVERHEAD WIRE(S) T EXISTING TELEPHONE LINE m DENOTES DEMOLITION EXISTING AND PROPOSED SITE AREAS EXISTING BUILDING ROOF OVERHANG FOOTPRINT: 34302 SO FT, 44% PROPOSED BUILDING ROOF OVERHANG FOOTPRINT'. 3710250 FT, 48% EXISTING PAVEMENT AND CONCRETE', 32730 SQ FT, 42% PROPOSED PAVEMENT AND CONCRETE: 29930 SO FT, 39% EXISTING PERVIOUS LANDSCAPE AREAS: 10107 SQ FT, 13% PROPOSED PERVIOUS LANDSCAPE AREAS: 10107 SQ FT, 13% TOTAL AREA: 77101 SO FT 5'p GF 80.00 ` CONNECT TO EX SD LINE FOR (E) 6' CHAINUNK FENCE NEW ROOF DRAIN / ADDITION ROOF DRAINS / (E) FIRE HYDRANT ° I S 88°51'25" E PIPE —500 I.. \ i LOT 2 � LOT L DENOTES EXISTING CONCRETE SURFACE +D W!5 fi EXISTING DECIDUOUS TREE (SIZE AS NOTED) C EXISTING CONIFEROUS TREE (SIZE AS NOTED) P.U.E. DENOTES PUBLIC UTILITY EASEMENT R.O.W. DENOTES RIGHT -OF -WAV O.D.O.T. DENOTES OREGON DEPT OF TRANSPORTATION EXISTING AND PROPOSED SITE AREAS EXISTING BUILDING ROOF OVERHANG FOOTPRINT: 34302 SO FT, 44% PROPOSED BUILDING ROOF OVERHANG FOOTPRINT'. 3710250 FT, 48% EXISTING PAVEMENT AND CONCRETE', 32730 SQ FT, 42% PROPOSED PAVEMENT AND CONCRETE: 29930 SO FT, 39% EXISTING PERVIOUS LANDSCAPE AREAS: 10107 SQ FT, 13% PROPOSED PERVIOUS LANDSCAPE AREAS: 10107 SQ FT, 13% TOTAL AREA: 77101 SO FT 5'p GF 80.00 ` CONNECT TO EX SD LINE FOR (E) 6' CHAINUNK FENCE NEW ROOF DRAIN / ADDITION ROOF DRAINS / (E) FIRE HYDRANT ° I S 88°51'25" E PIPE —500 I.. \ i LOT 2 � LOT L D S H . . , LANDSCA E PERIMETER 1 Y ? i 10' BUILDING SETBACK o RELOCATE (E) GAS LINE I Z U LU 'o I O�w C WASTEWATER MANHOLE W m RIM = 437.21 I I FL 10" NW =427.83 W FL 10"5E=427.86 N $ I st 7 E 1 E E 5 —E —I vi W7 e REMOVE (E) — m r1r1 h- STORM LINE AND CAP s 3 1 � � OUTSIDE BUILDING N o ASPHALT �\ � s\ e E VISION CLEARANCE " e AREA O " \e (E) 24' DRIVEWAY Wl GATE ADDITION AREA: 2,800 SO FT n NEW II u sT — BT —EE—E —e / CONNECT TO NEW FLOOR \ DRAINS - SEE FLOOR PLAN r � a y V\ a �439— 1r NEWWASTEWATER LINE QP\ �!, CONNECT TO (E) 'sA '' VISI ON CLEARANCE S `` 38\ WASTEWATER LINE VISION CLEARANCE .AREA 26 S9 AREA II 0 676 4 \ (E) 30' DRIVEWAY Wl GATE \ VISION CLEARANCE LI AREA CURVE C2 R = 70.00' 43°14'05" L = 52.82 CH = 51.58' N 30°5202" W CURVE Cl R = 25.00' A = 80°18'00" L = 35.04' CH = 32.24' N 49°24'00"W WASTEWATER MANHOLE RIM = 43756 FL 10" NW =428.28 FL 10" S = 428.28 s / WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL 6" S = 428.52 FL 8" W = 428.54 \\1 LOCATION OF EWATER LINE TION.VERIFY. 'v E 338.57' sY=sT.II—sr�-Psr—s-sT-9i--.5!— REMOVE (E) CATCH BASIN (N) DUMPSTER LOCATION HYDRAULICALLY ISOLATED WITH DRAIN TO WASTEWATER - (E) FDC TAX LOT 2000 ST�— —s xis** sT— — I � sT� ASPHALT I I I I( LTD BUS STOP APPROXIMATELY 600'± TO THE NORTH N I -n I o s II TJ � ® I o I N D U S T R A L IIIII ®`> N SC PE � I� (E)SHED iR II 0 1 I ° EXISTING BUILDING T T — T — TT — T — T —T GROSS FLOOR AREA: 3429950 FT I I I O R2 I I D (E)TRASH \ ASPHALT I ENCLOSRE %k 442 I I \H I Co I Co i£ \ \ TAX LOT 2001 TAX LOT 2002 I I (E) STORMWATER \ TREATMENTAREA ASPHALT (O.D.O.T.) II TO T R C T S o I mE ww ww— ww-- ww- 3 2 3 Q a w of oQ —9 GENERAL NOTES THIS SHEET: 1. MAINTAIN VISION CLEARANCE AREA- 3 SIDES THAT RUN 10' ALONG PROPERTY LINE(S) @ DRIVEWAY - NO OBSTRUCTIONS PERMITTED BTWN 2.5' AND F ABOVE CURB HEIGHT IN THE VISION CLEARANCE AREA KEYED NOTES THIS SHEET: 01 NOT USED cD Y ? i Z U LU m O�w C c m Z Z m ao Z W O m L N $ 7 vi W7 m r1r1 m a m 3 1 � � N o mo` U �W vaoEERTvor.lONrvsoN Is I.,T rc sN .r'Rwc, uc, aluo ISNorroeEVSEOTMM WNOLEOR P aurn.Tl.N FaornEil+ GMNCIFALSOF JOHNSON RR°OERICN ENGINEERING DigRallySgned 23.08.16 74943PE U OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 1 am approving this document clDcuments@jbe.us.mm 2023.08.16 14:53.05-07'W 0n LU LU F -- U) } O 6n z Z U) Z LIE Q M 0 > o � J � Lu OmLL O Z Z Ur O YLLU � z O D L D ILL- Z C LU D z T w l e: I I I o ° a` a EXISTING 6'-0" CHAINLINK FENCE R 9ERIMETER4 R� a� � ELL PED —Wo ND CAPE I TER I I & m N E 3 0 ET 5' P.U.E. 223.o w w w LTD BUS STOP APPROXIMATELY 190'± TO THE _ o _ WE T T_ E GATE —.. — T T — T SOUTH E E E° I r 441 4qz W— W E - mo w E � N'�9 NND VISION CLEARANCE NNtVISION CLEARANCE A% w AREA (E) 30' DRIVEWAY AREA ww— a°wW I— ww— ww— ww ww— Wl GATE WW— W—WW—wW_ww——YyW_WW-9•WW—WW_Wlw WW— WW W WW— yy— WW— CITY OF SPRINGFIELD 0 U G G E T A Y BENCHM\IK#600 o O I w OHW— 0.— OHW— 0— OHW— OHW—OHW— £ OH OHW H OHW— OHW—OHW OHI vl Date: 2023.08.16 WASTEWATER MANHOLE " E8 RIM= 442.22 £ I FL 8" W = 429.13 0 I Project No: 20012.01 (E)FIRE HYDRANT FL8"S=429.34 FL 8" E - 429.14 Drawn By: JW II I Checked By: RLJ I SITE PLAN © Sheet title: NORTH C2.0 0 2023 JOHNSON BRODERICK ENGINEERING, No pad of this document can be reproduced without the written permission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ] Sp\ � GF bh X LOT 2 LOT L D I S H ❑ Ev EXISTING ELECTRIC VAULT X EXISTING ELECTRIC TRANSFORMER E--- 10' BUILDING SETBACK — — WASTEWATER MANHOLE EXISTING BOLLARD RIM = 437.21 EXISTING SIGN AS NOTED O FL 10" NW =427.83 OT Ary FL 10" SE = 427.86 EXISTING MONITORING WELL ao Z W X el EXISTING ELECTRIC METER jlaa EXISTING POWER POLE ❑ Ev EXISTING ELECTRIC VAULT ET EXISTING ELECTRIC TRANSFORMER E--- EXISTING POWER POLE GUY ANCHOR • B EXISTING BOLLARD DENOTES OREGON DEPT OF TRANSPORTATION EXISTING SIGN AS NOTED O EXISTING GAS METER OT EXISTING TELECOMMUNICATIONS RISER Omw EXISTING MONITORING WELL (E) 6' II W W I I Wh I spG� A^^h XP,� o^ ^A b� I X^yA x XP�' Xd ry EXISTING HANDRAIL OR CHAIN LINK FENCE LINE sT EXISTING STORMWATER PIPE (SIZE AS NOTED) ww EXISTING WASTEWATER PIPE (SIZE AS NOTED) = EXISTING NATURAL GAS LINE w EXISTING WATER LINE (SIZE AS NOTED) E EXISTING UNDERGROUND ELECTRIC LINE oHw EXISTING OVERHEAD WIRE(S) T EXISTING TELEPHONE LINE DENOTES DEMOLITION X 439.00 EXISTING SPOT ELEVATION NEW ROOF DRAIN PIPE h�' \ ADDITION AREA: Xd� I 2,800 SD FT IPROPD NEW ADDI TQN \F T = 439.29 ST BT ST sT st A� �� o \ ASPHALT A 91 A hA bA^00\43g m C Oh bh00 X b°'sT .4 X \ �d \ Xd 10'AS ADJUSTMENT \ I ADJUSTMENT e \ ti Off. 0 4AA^ b,6A L� �Ado OHY�'Lr�q�TO xdA N'!d 4r(i0'H7.'xRP b C> ryy O AQP (E) 24' DRIVEWAYS2° Wl GATE \Iv A b 8 , p F h A \ \60 b"' (E) 30' IVEWA` WI GATE CURVE C2 R = 70.00' A = 43°14'05" L = 52.82' CH = 51.58' N 30°52'02"W CURVE Cl R = 25.00' A = 80°18'00" L = 35.04' CH = 32.24' N 49°24'00"W WASTEWATER MANHOLE RIM - 43756 FL 10" NW =428.28 FL 10" S = 428.28 / Ab X Dry 2500' ROW. Z X to WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL B" S = 428.52 FL 8" W = 428.54 TIE CONNECT TO EX SO LINE FOR ADDITION ROOF DRAINS EXISTING CONCRETE SURFACE DDENOTES 6 EXISTING DECIDUOUS TREE (SIZE AS NOTED) 6• EXISTING CONIFEROUS TREE (SIZE AS NOTED) P.U.E. DENOTES PUBLIC UTILITY EASEMENT R.O.W. DENOTES RIGHT -OF -WAV O.D.O.T. DENOTES OREGON DEPT OF TRANSPORTATION D10'ASPHALT PAVING ADJUSTMENT —� DIRECTION OF SURFACE DRAINAGE m ao Z W NEW ROOF DRAIN PIPE h�' \ ADDITION AREA: Xd� I 2,800 SD FT IPROPD NEW ADDI TQN \F T = 439.29 ST BT ST sT st A� �� o \ ASPHALT A 91 A hA bA^00\43g m C Oh bh00 X b°'sT .4 X \ �d \ Xd 10'AS ADJUSTMENT \ I ADJUSTMENT e \ ti Off. 0 4AA^ b,6A L� �Ado OHY�'Lr�q�TO xdA N'!d 4r(i0'H7.'xRP b C> ryy O AQP (E) 24' DRIVEWAYS2° Wl GATE \Iv A b 8 , p F h A \ \60 b"' (E) 30' IVEWA` WI GATE CURVE C2 R = 70.00' A = 43°14'05" L = 52.82' CH = 51.58' N 30°52'02"W CURVE Cl R = 25.00' A = 80°18'00" L = 35.04' CH = 32.24' N 49°24'00"W WASTEWATER MANHOLE RIM - 43756 FL 10" NW =428.28 FL 10" S = 428.28 / Ab X Dry 2500' ROW. Z X to WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL B" S = 428.52 FL 8" W = 428.54 TIE CONNECT TO EX SO LINE FOR ADDITION ROOF DRAINS 338.57' sT = sr =ter —'sr REMOVE(E)CATCH BASIN AND PIPE UNDER ADDITION (E) SHED (E) TRASH ENCLOSRE TAX LOT 2000 I N D U S T R A L EXISTING BUILDING FEE - 442.79 x6 TAX LOT 2001 (E) STORMWATER X�F TREATMENTAREA coo R 2� W O/ a vw Q m UGGET WAY FH (E) FIRE HYDRANT \ 0 o -o. Xd k a 4E)FIRE HYDRANT oAry ttOh X XdP X CFS O .- A"'-4 9 41 ry .l. X� � w 1 PYry ry sTS7— s$ s�r4 s 1T�— sT —aY TE m e oh II' o" .wiry III III^ �I I I�ryti R IE PPry ASPHALT 0 o r` p X bl,I �n ® I IPdry^O PI<i� m I III 8 1 'IS' VIII XdP x � III i YEN 1, ASPHALT T No-ryp X ph� ^ NN (E) 30' DRIVE / WI GATE B'WW 6 X WASTEWATER MANHOLE RIM= 442.22 FL 8" W = 429.13 FL B" S - 429.34 FL B" E - 429.14 ASPHALT M w TAX LOT 2002 (O.D.O.T.) ryryw C T S 9 �ryA X NORTH I ) I LTD BUS STOP APPROXIMATELY 600'± TO THE NORTH r EXISTING 6'-0"II HIIINLINK I\ CEI ( LTD BUS STOP APPROXIMATELY 190'± TO ,sP> KEYED NOTES THIS SHEET: D1 NOT USED 0 2023 JOHNSON BRODERICK ENGINEERING, No Dad of this Document can be reprotlucetl without the writlen Dermission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ] c� EXISTING CONCRETE SURFACE DDENOTES 6 EXISTING DECIDUOUS TREE (SIZE AS NOTED) 6• EXISTING CONIFEROUS TREE (SIZE AS NOTED) P.U.E. DENOTES PUBLIC UTILITY EASEMENT R.O.W. DENOTES RIGHT -OF -WAV O.D.O.T. DENOTES OREGON DEPT OF TRANSPORTATION D10'ASPHALT PAVING ADJUSTMENT —� DIRECTION OF SURFACE DRAINAGE 338.57' sT = sr =ter —'sr REMOVE(E)CATCH BASIN AND PIPE UNDER ADDITION (E) SHED (E) TRASH ENCLOSRE TAX LOT 2000 I N D U S T R A L EXISTING BUILDING FEE - 442.79 x6 TAX LOT 2001 (E) STORMWATER X�F TREATMENTAREA coo R 2� W O/ a vw Q m UGGET WAY FH (E) FIRE HYDRANT \ 0 o -o. Xd k a 4E)FIRE HYDRANT oAry ttOh X XdP X CFS O .- A"'-4 9 41 ry .l. X� � w 1 PYry ry sTS7— s$ s�r4 s 1T�— sT —aY TE m e oh II' o" .wiry III III^ �I I I�ryti R IE PPry ASPHALT 0 o r` p X bl,I �n ® I IPdry^O PI<i� m I III 8 1 'IS' VIII XdP x � III i YEN 1, ASPHALT T No-ryp X ph� ^ NN (E) 30' DRIVE / WI GATE B'WW 6 X WASTEWATER MANHOLE RIM= 442.22 FL 8" W = 429.13 FL B" S - 429.34 FL B" E - 429.14 ASPHALT M w TAX LOT 2002 (O.D.O.T.) ryryw C T S 9 �ryA X NORTH I ) I LTD BUS STOP APPROXIMATELY 600'± TO THE NORTH r EXISTING 6'-0"II HIIINLINK I\ CEI ( LTD BUS STOP APPROXIMATELY 190'± TO ,sP> KEYED NOTES THIS SHEET: D1 NOT USED 0 2023 JOHNSON BRODERICK ENGINEERING, No Dad of this Document can be reprotlucetl without the writlen Dermission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ] c� Y ? i Z U K N m 0 LI L) c m Z Z m ao Z W O M LPP N $ 7 W� m r1r1 m a m 3 1 � � N b mo` U �W vaoaeRTvor.lonrvsory ewooEwlcrc eNcineEwwc, uc.ano ISNor ro eEVSEOMWNO T �ANYO PART auinoarzanox TMFao EiNr+Ec GMNCIFALSOF JOHNSON Ewooerelcx Ervclrveerewc DigRallySgned 23.08.16 749p43PE U OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 I am approving this document U) LU LU F -- V) O U) > Z Cn Z LU V) ¢ o 0 W J Om� O Z Z Ur YLU Of Z O D L 0 LT Z 00 LU Z LU v W Date: 2023.08.16 Project No: 20012.01 Drawn By: JW Checked By: RLJ CIVIL GRADING PLAN Sheet title: C2.1 DOORSCHEDULE WINDOW SIZE SILL MARK W H HEIGHT DOOR TYPE DESCRIPTION D! HARDWARE Z NO. SIZE (WxH) GROUP REMARKS W C Z D 100 10'-a'X14'-0" 101 10'-a'X14'-0" = O 102 3'-0"X7'-0" 103 10'-a'X14'-0" O Of ma m'-a'x1a'-o" 105 3'-0"X7'-0" 83.0 200 3'-0"X7'-0" WINDOW SCHEDULE WINDOW SIZE SILL MARK W H HEIGHT COUNT TYPE DESCRIPTION 11'-2" 9 FIXED 1" = 10'-0" Z5 KEYNOTES THIS SHEET: 01 (E) BUILDING 02 (E) CONIC WALL -TO BE PARTIALLY DEMOLISHED AS REQ'D TO ACCOMODATE NEW CONSTRUCTION 03 (E) FENCE - DO NOT DISTURB 04 (E) CONIC STAIRS 0 (E) CONIC RAMP 08 (E) ASPHALT TRUCK BAY W/SLOPE - TO BE DEMOLISHED (PD (E) ELECTRIC METERS- DO NOT DISTURB OB (E) CONIC WALKWAY W/ HANDRAIL- TO BE PARTIALLY DEMOLISHED TO ACCOMODATE NEW CONSTRUCTION 09 (E) 8'x10' OVERHEAD DOOR - DO NOT DISTURB 10 E) AWNING ABOVE - TO BE REMOVED 11 NEW GUARDRAIL- VERIFYACCESS OR GATE NEEDS WITH CLIENT 12 (E) FDC LOCATION - DO NOT DISTURB 13 (N) WATER BLASTER - DRAIN WILL BE REQUIRED 14 (N)DUMPSTER (1�) (N) WINDOWS ABOVE -TYP GENERAL NOTES THIS SHEET: 1. MATCH FLOOR HEIGHT FROM EXISTING FLOOR INTO THE UPPER STORAGE- VERIFY IN FIELD *HEuocuNFxrum *HEUEvo/s lxcoRPOR.a*EUHERFix ARE THE PROPERrvOF.pNNSON RROOERIG(EN3/NFERlN3, LLC, AMJ axorrOEE�.aEo, x w+roIEOR PART,F02 AM'OiNER fl20.1ECr WRNJVriNEWRRiEN AVMORRAiION FR0.M iNE PRINGPAIS OF JOHNSON RROOFRIG(FAbINEFRlN3 Digitally Signed 23.08.16 NGINCeN 74943PE OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 I am approving this document documents@jbe.us.com 2023.08.1614:53:35-07'00' 03 Y Z (� z d d F g O of W C Z D Z C & m = O (7 W o O Of Z W a 83.0 W� 2 a� V � 9 a m m W cu 3 � n V9 0 a U *HEuocuNFxrum *HEUEvo/s lxcoRPOR.a*EUHERFix ARE THE PROPERrvOF.pNNSON RROOERIG(EN3/NFERlN3, LLC, AMJ axorrOEE�.aEo, x w+roIEOR PART,F02 AM'OiNER fl20.1ECr WRNJVriNEWRRiEN AVMORRAiION FR0.M iNE PRINGPAIS OF JOHNSON RROOFRIG(FAbINEFRlN3 Digitally Signed 23.08.16 NGINCeN 74943PE OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 I am approving this document documents@jbe.us.com 2023.08.1614:53:35-07'00' 1" = 10'-0" 1" = 10'-0" C 2023JOHNSON BRODERICK ENGINEERING. No pad of this document can be reproduced without the widen permission from JBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 ] bi g Date: 2023.08.01 Project No: 20012.01 Drawn by: J W Checked by: AMB FLOOR PLANS & SCHEDULES Sheet title: B2.1 03 W0 2 of B4.0 W p 83.0 O ; PROPOSED 3D VIEW B3.0 Z5 KEYNOTES THIS SHEET: of (E) BUILDING 02 (N) METAL WALL Wl 48" TALL CMU WAINSCOTING 03 LINE OF ROOF T T T / s \ PROPOSED SOUTH ELEVATION 63.0 1/8"= 1'-0" T.O. WALL n 20' - 0" T.O. WALLAL 20' - 00" 1ST FLOOR F.F. 0" v GARAGE F.F. -3--6 V rHEuocuNFxrum rHEUEvo/s lxcoRPOR.arEUHERFix ARE THE PROPERrvOF.pNNSON RROOERIG(EN3/NFERlN3, LLC, AMJ a xorrOREusFo. x xrwe OR PART,F02 AM'OiNER fl20.1ECr WRNJVIiNEWRRiEN AVMORRAiION FR0.M iNE PRINGPAIS OF JOHNSON RROOFRIG(FAbINEFRlN3 Digitally Signed 23.08.16 NGINEFP 74943PE OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 I am approving thio documem aocumemau.com 2023.08.1 s 14Z3:as3:asarom' Y Z (� z d d F g O Of W C Z W Z t & m = O (7 W o O Of In z W U) w a `� Lu 2 a m m W cu 3 � n V9 0 a U rHEuocuNFxrum rHEUEvo/s lxcoRPOR.arEUHERFix ARE THE PROPERrvOF.pNNSON RROOERIG(EN3/NFERlN3, LLC, AMJ a xorrOREusFo. x xrwe OR PART,F02 AM'OiNER fl20.1ECr WRNJVIiNEWRRiEN AVMORRAiION FR0.M iNE PRINGPAIS OF JOHNSON RROOFRIG(FAbINEFRlN3 Digitally Signed 23.08.16 NGINEFP 74943PE OREGON Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 I am approving thio documem aocumemau.com 2023.08.1 s 14Z3:as3:asarom' C 1/8"= 1'-0" T.0\ . WAL 20' _0 0" 1ST FLOOR F, 0I GARAGE F. F. n -3- 6" V C 2023JOHNSON BRODERICK ENGINEERING. No pad of this document can be reproduced wilheul the written permission from JBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 ] Date: 2023.08.01 Project No: 20012.01 Drawn by: J W Checked by: AMB PROPOSED ELEVATIONS & ISO VIEWS Sheet title: B3.0 w g U) p >O0))- U) o m oaf0z Ds 1ST FLOOR F.F. W U) z 0" vW Q GARAGE F.F. a Z Y af 3 6 1 O O U) Q LLI / L \ PROPOSED WEST ELEVATION U) W W U) a O w0'0005 zafvw C 1/8"= 1'-0" T.0\ . WAL 20' _0 0" 1ST FLOOR F, 0I GARAGE F. F. n -3- 6" V C 2023JOHNSON BRODERICK ENGINEERING. No pad of this document can be reproduced wilheul the written permission from JBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 ] Date: 2023.08.01 Project No: 20012.01 Drawn by: J W Checked by: AMB PROPOSED ELEVATIONS & ISO VIEWS Sheet title: B3.0 w g Z5 n NORTH -SOUTH SECTION 114" = 1 1 -Ni, jki T.O. WALL MJ 20'-W— n (N) ROOF 111U-1 - 6" 1ST FLOOR F. F. GARAGE F.F. -3- 6— EAST -WEST SECTION 114" = 1'-0" EM J KEYNOTES THIS SHEET: 01 (E) BUILDING 02 (N) METAL WALL W/ 48" TALL CMU WAINSCOTING 03 (N) METAL ROOF 04 B" CONIC CURB T.O. WALL n 20'- 0.. V Digitally Signed 23.08.16 TN) ROOF V� PFS 14' - 6" �G\� ��� 1 N eFP 74943PE OREGON ,. n T_O. CURB 1ST FLOOR F.F. 0" GARAGE F.F. /j� -3- 6" Y) W } Y) p Q J ::) Y z d Q0m0 W Q 0U)<W U) W Z 2 (� d F g z W OfYw C Ba.o t Z D Z & m = O (7 W o O Of z a In W w `� E Was2 9 m a m � WCU 3 n V9 0 a U rHEuocuNFxrum rHEUEvo/s lxcoRPOR.arEUHERFix ARE THE PROPERrvOF.pNNSON RROOERIG(EN3/NFERlN3, LLC, AMJ IS M1bTTJRELLSEO, NWFbIE OR PART,F02 AM'OiNER fl20.1ECT WRNJVriNEWRRiEN AVMORRAiION FR0.M iNE PRINGPAIS OF JOHNSON 100 101 RROOFRIG(FAbINEFRlN3 104 Digitally Signed 23.08.16 TN) ROOF V� PFS 14' - 6" �G\� ��� 1 N eFP 74943PE OREGON ,. n T_O. CURB 1ST FLOOR F.F. 0" GARAGE F.F. /j� -3- 6" J w Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 1 am approving this document documents@jbe.us.com 2023.08.16 14:53:57-0700' Z O�>"t Y) W } Y) p Q J ::) M Q0m0 W Q 0U)<W U) W Z 2 OZ Z Y LL 0'0 V Q W af UUZ 7 W Ba.o 03 04 100 101 103 104 102 X 04 J w Expires: 2023.12.31 Aaron M. Broderick P.E. 325 West 13th Avenue, Eugene, OR 97401 1 am approving this document documents@jbe.us.com 2023.08.16 14:53:57-0700' Z O�>"t Y) W } Y) p Q J ::) M Q0m0 W Q 0U)<W U) W Z U) Z Z UU O af OZ Z Y LL 0'0 V Q W af UUZ 7 W Date: 2023.08.01 Project No: 20012.01 Drawn by: JW Checked bv: AMB C 2023JOHNSON BRODERICK ENGINEERING. No pad of this document can be reproduced wilhcul the wrilen permission from JBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 ] SECTIONS