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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/26/2018A 3 VAwliko- HANSON PROPERTIES 11 LLC; 86365 COLLEGE VIEW RD. EUGENE, OR 97405 541-747-4269 CONTACT: NILES HANSOM EMAIL: niles@nwstamping.com TENANT ROSEN SUNVISOR SYSTEMS 86365 COLLEGE VIEW ROAD EUGENE, OR 97405 541-747-0034 CONTACT: NILES HANSOM EMAIL: niles@nwstamping.com SSW ENGINEERS, INC 2350 OAKMONT WAY, SUITE 105 EUGENE, OR 97401 541-485-8383 ENGINEER OF RECORD: MICHAEL COX, P.E. CONTACT: BECKY WILTSE EMAIL* beckyw@ssweningeers.com GENERAL CONTRACTOR ORDELL CONSTRUCTION, LLC ri 29771 EAST ENID ROAD '�GO. EUGENE, OR 97402 541-747-8734 CONTACT: STEVE PORTER EMAIL: Sporter@ordeliconstruction.com Mr.1 SCALE: NOT TO SCALE LEGAL DESCRIPTION TAX MAP: 18-03-03-14 TAX LOT: 2000 & 2001 ADDRESS: 4884 FRANKLIN BOULEVARD ZONING: EMPLOYMENT MIXED-USE (GLENWOOD) PROJECT DESCRIPTION EXISTING CONDITIONS: TWO STRUCTURES PROPOSED CONDITIONS: A CONCRETE TILT UP ADDITION OFF OF THE EXISTING STRUCTURES SITE USES OF ADJACENT LAND NORTH, SOUTH, & EAST: EMPLOYMENT MIXED-USE (GLENWOOD) WEST: LIGHT MEDIUM INDUSTRIAL DRAW I N (43� 1 NU"08" EX ms GO.0 TITLE SHEET V1.0 EXISTING CONDITIONS C1.0 SITE DEVELOPMENT PLAN C3.0 SITE UTILITIES PLAN C4.0 SITE STORMWATER PLAN C5.0 SITE GRADING PLAN C7.0 CIVIL DETAILS C8.0 STORMWATER DETAILS A1.0 FLOOR PLAN A2.0 BUILDING ELEVATIONS S � P2_ iZZSW n \ bf Date Received OCT 26 2018 Original Submittal-_ PROPF I N A? 77009 0 1 , N 6L A0' IRENEWS: 12f31119 ANmRM SSW I N E E R S Nc CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (641) 485-8383 FAX (541) 485-8384 www.sswengineers.com LLJ 0 < U) U. z W d Z W CY Z),I- < . 0 IZ.- :C > " M UJ U in W U) Cif U) z 0 _ w J LU - - LL 17- > z W 0 U) z z (9 D < 0 (/) W LU Z W LL 0 z "l. 0 W 00 00 F_ U) 0 LL REVISIONS date by TITLE SHEET, PROJECT INFO. job 18-7555 drawn RRW date 10/25/18 checked MAC flied SHEET aoo(o 1 Of 10 LOT S 88*51'25" E LOT I 5' P.U.E. F GAS %1— GAS TAX LOT 2000 EXISTING BUILDING IND U T IF -� I A L USED WAS 61T­Y­ 8'-E-N-CH`M­A'RK­­ NO, -6_0505,A"' BRASS CAP IN THE CURB NEAR THE SW CORNER OF NUGGET WAY AND MCVAY HIGHWAY wwww ww -7- ww ww ww (ALSO KNOWN AS FRANKLIN BOULEVARD) ON -T THE SOUTH SIDE OF NUGGET WAY, 21 FEET D WEST OF THE END OF CURB AND 3.5 FEET POSSIBLE LOCATION OF EXISTING WASTEWATER .7 L 77� NORTH OF A POWER POLE. 6 LINE BASED ON OLD PLANS AND CITY ELEVATION = 449.374 (NAVD '88 DATUM) INFORMATION. VERIFY. 8=19Aa NEE, N THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT CURVE C2 BOUNDARY SURVEY MAY DISCLOSE. R = 70.00' A S P H A L T A = 43'14'05" L = 52.82' EMEMEbli WIE1 CH = 51.58' * N 30 52 02 " W 2.5 -OV ' EASEMENTS AND RESTRICTIONS PER CHICAGO TITLE WASTEWATER MANHOLE INSURANCE COMPANY POLICY NO. 73106-52225: RIM = 437.56 FL 10" NW = 428.28 Q0. FL 10" S 428,28 X A. PUBLIC UTILITY EASEMENTS OVER THE NORTHERLY, WESTERLY AND SOUTHERLY 5.00 FEET o -v C�. 16,61, -77 AS SET FORTH BY THE PLAT. (THE LOCATION OF CURVE C1 Ilk THESE EASEMENTS ARE SHOWN AND NOTED R = 25.00' HEREON). A = 80*1,8'00" L = 35.04' B. ACCESS RESTRICTIONS AND SLOPE EASEMENT SEE EASEMENT.. OTE C CH = 32.24' co GRANTED TO STATE OF OREGON BY INSTRUMENT N 49*24'00" W emw RECORDED MARCH 9, 1966, RECEPTION NO. 39389, AND BY INSTRUMENTS RECORDED MARCH 27, 1968, RECEPTION NOS. 18222 AND 18824, AND AS MODIFIED BY THAT INDENTURE OF ACCESS RECORDED SEPTEMBER 14, 2000, RECEPTION NO. r a SEE EAST 14ENT NOTE C 2000-053332, LANE COUNTY OFFICIAL RECORDS. 5- THE LOCATION OF THE 10.00 FOOT WIDE SLOPE Er ve 0 z 1 338.57' X-1 w p EXISTING BUILDING GAIE 71-7771 G U) 01 Mo KE M a�� i� A S P H A L T A0 U) J, p 4t (-n © C) YTI it IT rri L4 p IUI(p, iiA M n T —T —T 1 T —T —T T<R. 40 ti 0 It rn 03 V) R rri f It \ASPHALT It 1000 FOOTSLOPE 4T. FASEMEt SEE tIia 'EASEMENT NOTE B o) 00 CA Q TAX LOT 2002 AS P HALT (0. D. O.T.) 77 777 7-- I q B ELEC FED t It -AA2 t:.AZ)tMLNI AND THE LOCATION OF APPROVED E. 189*33067 W ACCESS RIGHTS ARE SHOWN AND NOTED HEREON). 5 ' P.U.E. - WL& FVAUL 1w -T� T, T W —w E —'E T T r ------- E- T- C. UNDERGROUND UTILITY EASEMENT GRANTED TO L T E E THE CITY OF EUGENE BY INSTRUMENT RECORDED 441 11— AUGUST 6, 1969, RECEPTIw w ON NO. 76323, LANE COUNTY OFFICIAL RECORDS. (THIS EASEMENT IS C5 q 9 FOR THAT PORTION OF EXISTING UTILITIES THAT FALL OUTSIDE OF THE 5.00 FOOT PUBLIC UTILITY ww ww ww WN,— ww ww ww Q 0 -t-1'4�- ww 8" ww ww ww T - 'EASEMENT). ,-Z ww WW— ww ww ww-�:__ ww ww 8" ww Ww — ww ww WW— WW— WW— ww ww — ww D. COVENANTS, CONDITIONS AND RESTRICTIONS IN CL CITY OF SPRINGFIELD DECLARATION RECORDED FEBRUARY 29, 1996, 7> 0 BENCHMARK 4600 av M -- N G G E W A- Y -- RECEPTION NO. 9613731, LANE COUNTY OFFICIAL 0 w RECORDS. GAS GAS G GAS GAS W GAS — GAS I I GAS I GAS GAS GAS GAS GAS GM— GAS — GAS 4s — GAS GAS I GAS — GAS — GAS OHW— 014W— OHW— OHW— OHW— OHW— OHW— 04 OHW— OHW— OHVI— OHW— OHW PP OHW— OHW— OHW— 0 nww_ Aww— ^u- UBM NQIE; OHW H OHW — OHW— OHW--I- OH UTILITY LOCATIONS SHOWN HEREON ARE pp 0 BASED ON A COMBINATION OF FIELD WASTEWATER MANHOLE WASTEWATER MANHOLE vmw RIM = 437.94 RIM = 442.22 SURVEY OF OBSERVABLE EVIDENCE, FL 10" N = 428.46 FL 8" W = 429.13 UTILITY COMPANY LOCATION MAPS AND FL 8" E = 428.46 FL 8" S = 429-34 PAINT, AND OLD CONSTRUCTION PLANS FL 8" S = 428.52 FL 8" E = 429.14 FL 8" W = 428.54 AND ARE SUBJECT TO VERIFICATION. 81 LEGEND pp. ow EXISTING WATER VALVE IM EXISTING ELECTRIC METER ------ 0 a EXISTING HANDRAIL OR CHAIN LINK FENCE LINE DENOTES EXISTING CONCRETE SURFACE Elwm EXISTING WATER METER OPP EXISTING POWER POLE — ST EXISTING STORMWATER PIPE (SIZE AS NOTED) -&M EXISTING FIRE HYDRANT 17D EV EXISTING ELECTRIC VAULT — ww— EXISTING WASTEWATER PIPE (SIZE AS NOTED) DENOTES EXISTING ASPHALT SURFACE CJ's' EXISTING WATER VAULT El ET EXISTING ELECTRIC TRANSFORMER — GAS — EXISTING NATURAL GAS LINE EXISTING STORMWATER MANHOLE E— EXISTING POWER POLE GUY ANCHOR —w — EXISTING WATER LINE (SIZE AS NOTED) EXISTING DECIDUOUS TREE (SIZE AS NOTED) EM EXISTING CATCH BASIN 0B EXISTING BOLLARD —E — EXISTING UNDERGROUND ELECTRIC LINEI EXISTING CONIFEROUS TREE EE (SIZE AS NOTED) EXISTING CURB INLET EXISTING SIGN A9 NOTED OHW— 170 EXISTING OVERHEAD WIRE(S) EXISTING WASTEWATER MANHOLE F21 EXISTING GAS METER T EXISTING TELEPHONE LINE P.I.I 0 .E. DENOTES PUBLIC UTILITY EASEMENT ocQ EXISTING CLEANOUT, EXISTING TELECOMMUNICATIONS RISERonTEXISTING DATA BOX R.O.W. DENOTES RIGHT-OF-WAY OG O.D.O.T. DENOTES OREGON DEPT OF TRANSPORTATION EXISTING GAS VALVE omw EXISTING MONITORING WELL Date Received 0 C T 2 6 2C131 Odginal Submittal ---- IL - REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 11, 2000 MICHAEL R. DAHRENS % 60052 1 RENEWS: 12-31-2019 in MUL SSW =mN61& momsRS t NE M CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING* LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541)485-8383 FAX (541) 4858384 Vp".sswengineers.com I REVISIONS 11 I date by 11 EXISTING 'CONDITIONS I PLAV LEGEND 1 NEW CURB & GUTTER, SEE DETAIL 5/C7.0 (D NEW ASPHALT REMOVE BOLLARDS SIDEWALK, SEE DETAIL 6/C7.0 I s JI --1 LOT 2 L.03 7 w "I k s L PROPOSED CROSS -ACCESS EASEMENT Q rn We � a� e 0 oma• \ 4' Q1 O h° ��'• QP �. yJ'�L'Va S 88'51'25" E 338.57' 1 ....—• .ter '•�.. 1 r TRUCK TURN ANALYSIS FOR ACCESS TO PROPOSED TRUCK DOCK MIT F i 1 I 7s; ,� A`1913% EXISTING DRIVEWAY ---''� &o - 2 TO REMAIN i •. . PROPOSED LOCATION OF NEW `24" DRIVEWAY & . % , GATE, SEE DETAIL 9/C7.0 x # TRUCK DOCK COVERED TRASH ENCLOSURE //� x X CURVE Cit % X 1 R = 70.00' xXs �t. BUILDING EXPANSION A = 43° 14'05" x � x L = 52.82' EXISTING DRIVEWAY S NN30°52 028 w TO BE CLOSED 25 00' x x ..w, x # FBLTRATION RAIN GARDEN, x X SEE SHEETS C4.0 & C8.0 x x X x z x x - �x CURVE C1 NEW FENCE o xx x x K x M x x, z._ x x x z x u x R = 25.00' x x X.IX xx � � i[+azxx xXXxXx NX <, A= 80* 18'00" x x xxX%C XX L = 35.04' % Kx Xxx xX% M X x X X x X X SEE EASEMENT NOTE C CH 32.24' 0 MXUXX xxx N 49°24'00" W l -' x. x. x x x% �a XXxx xx aMw 3 2, x{�7�jpxC X x x NEW RIGHT OF WAY SIDEWALK a.+ SEE EASEMENT NOTE C j ♦, 4 Er y : ti • ..R•.. e 0 tf .:4 .• 7'-4"t — T REPAIR SIDEWALK AS NEEDED TO MANTIAN 2% CROSS SLOPE PP TAX LOT 2000 EXISTING BUILDING 0 10' 20' 40' 60' SCALE: 1" = 20'-0" Q 0 O M 2' TAX GATE ftibTI EXISTING BUILDING T 2001 CD Z LU N U G G E T W A Y Ox �> PP I GATE ate= x I I ( I .. _... . NEW CANOPY ( NEW BICYCLE HOOP ( j} ADDITIONAL LONG ( IJ TERM SPACE INSIDE FH W LTD BUS STOP APPROXIMATELY 600'± TO THE NORTH x 1 > 2 4 � # K FILTRATION RAIN GARDEN, X $ R SEE SHEETS C4.0 & C8.0 C7.0 EXISTING BUILDING T 2001 CD Z LU N U G G E T W A Y Ox �> PP 10.00 FOOT SLOPE I `I, EASEMENT. SEE , EASEMENT NOTE B 0') _ a5 ....... ... TAX LOT 2002 '' r I r---- (O.D.O.TNEW CANOPY 5' P.U.E. H 223.36' FILTRATION RAIN GARDEN, F x x X X SEE SHEETS C4.0 & C8.0 E' h X Y x X x XXHY � xXx x X% x VX x Y. x xyX}�xp� a x X x ELL PED X X x x.x x x x x x x e x x x x X X X X% X x x X x x% x X x x X x x z x z x X x x W° EXISTING 6'-0" CHAINLINK FENCE 4 a t �1 W LTD BUS STOP APPROXIMATELY 11 90'± TO THE SOUTH f i t } _ -V-PP pp ii a z iz i s�% Ra,a 12evieanj Vose.n �SM0sD*f S�s}em5 90 3 Q�L1 I Date Received OCT 26 238 Original Submittal M PRop,, G I N EFR ,0 cr 770 a .GON �y9FL M -N RENEWS: 121311/9 asw E an La no Ne INC CIVIL -STRUCTURAL.- BUILDING DESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com LL >. UJ Z /W V Z ,.� d' < !J U ®®W W Z0J JLz W 0 W L) 0 VJ REVISIONS date _.__. by SITE DEVELOPMENT PLAN job 18-7555 drawn RRW date 10/25/18 Checked MAC filed SHEET 0 (B Of 1 iq F i FH W LTD BUS STOP APPROXIMATELY 600'± TO THE NORTH x > 2 4 � # K FILTRATION RAIN GARDEN, X $ R SEE SHEETS C4.0 & C8.0 kk v X /�//�V. W Ln 2 i XX �� E o0 ` 2'-0" WIDE RAISED ASPHALT 3 PATCH, SEE SHEET C5.0 U) FOR ELEVATIONS - RE-ESTABLISHED ADA PARKING rri x X STALLS WITH SIGN AND MARKINGS Xix I W 01 Y§ rn } s FILTRATION RAIN GARDEN, } t #n x rn Z� SEE SHEETS C4.0 & C8.0 F> x r O W C bl 2'-0" WIDE RAISED ASPHALT ;`E1 PATCH, SEE SHEET C5.0 FOR ELEVATIONS ii i" 10.00 FOOT SLOPE I `I, EASEMENT. SEE , EASEMENT NOTE B 0') _ a5 ....... ... TAX LOT 2002 '' r I r---- (O.D.O.TNEW CANOPY 5' P.U.E. H 223.36' FILTRATION RAIN GARDEN, F x x X X SEE SHEETS C4.0 & C8.0 E' h X Y x X x XXHY � xXx x X% x VX x Y. x xyX}�xp� a x X x ELL PED X X x x.x x x x x x x e x x x x X X X X% X x x X x x% x X x x X x x z x z x X x x W° EXISTING 6'-0" CHAINLINK FENCE 4 a t �1 W LTD BUS STOP APPROXIMATELY 11 90'± TO THE SOUTH f i t } _ -V-PP pp ii a z iz i s�% Ra,a 12evieanj Vose.n �SM0sD*f S�s}em5 90 3 Q�L1 I Date Received OCT 26 238 Original Submittal M PRop,, G I N EFR ,0 cr 770 a .GON �y9FL M -N RENEWS: 121311/9 asw E an La no Ne INC CIVIL -STRUCTURAL.- BUILDING DESIGN SURVEYING a LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com LL >. UJ Z /W V Z ,.� d' < !J U ®®W W Z0J JLz W 0 W L) 0 VJ REVISIONS date _.__. by SITE DEVELOPMENT PLAN job 18-7555 drawn RRW date 10/25/18 Checked MAC filed SHEET 0 (B Of 1 NOTES: 1. EXTEND SANITARY SEWER, WATER, GAS AND ELECTRICAL FROM EXISTING BUILDING. 2. SEE SHEET C4.0 FOR STORMWATER INFORMATION. LOT 2 05 CURVE C2 R = 70.00' A = 43' 14'05" L = 52.82' CH = 51.58' N 3952'02" W CURVE C1 R = 25.00' A = 80* 18'00" L = 35,04' CH = 32.24' N 49*24'00" W WASTEWATER MANHOLE RIM = 437.56 FL 10" NW = 428.28 FL 10" S = 428.28 0 ___� VM ____0 25.001 pa GAS — GAS — GAS — GAf WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL 8* S = 428.52 FL 8" W = 428.54 O M 0� W, WW WW WN__ L GAS GAS GAS GAS I GAS SITE UTILITIES PLAN 10' 20' 40' ea SCALE: 1 20'-0" I?] WASTEWATER MANHOLE RIM = 442.22 FL 8" W = 429.13 FL 8" S = 429.34 FL 8" E = 429-14 FH q� W ST^�' ' p �81 la_ Z T —T —T Znl i 0 c ASPHALT TAX LOT 2002 (O.D.O.T.) �,' '€ 1't 0 W ft s V T T W E W E a 0 o WW_ WW_ WW WW WW WW 0 33 0 GAS GAS GAS GAS OHW OHW- OHW— OHW OH pp PP -rite, copy 0=�_ 110Z sk, MyA �eM*eAAJ Fz ot, Suw \4 scy � 5 +cm Date Received OCT 26 2C13 Original SubmiftaI_ha81__,A_ PRop I N 4P CC 77009 OR ON yqL A RENEWS: 12/31/19 ,dMlb, AMb, ML V& qM Ift Im VM Im *40sw rra Aft mEE Nc E N 11 1 It CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING o LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineem.com 90 V 0 < LL > z W P^ V J Ce) U) 0 z > 0 0') 0 U) CO Cr Jff% Z 0 ULJ > Ld Z z Z W z c) U) < *atom < p P^ Wz VJ W U. 0 z C) 00 U) JtWJ%hL U r%.00 LJL REVISIONS date by SITE UTILITIES PLAN job 18-7555 drawn RRW date 10/25f18 checked MAC filed SHEET 0.(B 4 of 10 9 WW -8" WWI— WW_ WW_ WW_ WW_ WW_ L_ WW_ VW_ WW_ WW_ ww— WW—8" WW— WW— WW— WW �2 N U G GE T W A Y GAS GAS — GAS — GAS — GAS — GAS — W GAS GAS W— GAS— GAS— GAS— GAS— M— GAS I?] WASTEWATER MANHOLE RIM = 442.22 FL 8" W = 429.13 FL 8" S = 429.34 FL 8" E = 429-14 FH q� W ST^�' ' p �81 la_ Z T —T —T Znl i 0 c ASPHALT TAX LOT 2002 (O.D.O.T.) �,' '€ 1't 0 W ft s V T T W E W E a 0 o WW_ WW_ WW WW WW WW 0 33 0 GAS GAS GAS GAS OHW OHW- OHW— OHW OH pp PP -rite, copy 0=�_ 110Z sk, MyA �eM*eAAJ Fz ot, Suw \4 scy � 5 +cm Date Received OCT 26 2C13 Original SubmiftaI_ha81__,A_ PRop I N 4P CC 77009 OR ON yqL A RENEWS: 12/31/19 ,dMlb, AMb, ML V& qM Ift Im VM Im *40sw rra Aft mEE Nc E N 11 1 It CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING o LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineem.com 90 V 0 < LL > z W P^ V J Ce) U) 0 z > 0 0') 0 U) CO Cr Jff% Z 0 ULJ > Ld Z z Z W z c) U) < *atom < p P^ Wz VJ W U. 0 z C) 00 U) JtWJ%hL U r%.00 LJL REVISIONS date by SITE UTILITIES PLAN job 18-7555 drawn RRW date 10/25f18 checked MAC filed SHEET 0.(B 4 of 10 I TIE (E) DOWNSPOUTS TO NEW PIPE b."i = 44U.79 _6!ST = 440.54 6"ST = 440. ST 4- ST - ST - s1r - ST 5T ST - ST - ST - ST '771111111111111111111,1--177 caCATCH BASIN till GRATE = 437.90 '43 1 --= -= = F7 s_r ST ST S'r _7Z �'- INSTALL FLOGARD FILTER All TAX LOT 2000 ASPHALT O 0) WO EXISTING BUILDING o 7- -7 LOT 1 'LOT 1A/ 7- (E) DOWNSPOUTS TO BE PIPED ALONG WALL THROUGH 6" PIPE IN D U S)F-i -F\ J ';_ 11 CURVE C2. xx x 9 R = 70.00' ASPHALT A = 43* 14'05" L = 52.82 CH = 51.58'01 N 30°52'02''W WASTEWATER MANHOLE ?,.0.* - RIM = 437.56 Z ... FL 10" NW = 428.28 (N) LANDSCAPE STRIP FL 10" S = 428-28 6" PERF * -------- _435,70 WITH 6" CURB AND k GUTTER ASPHALT SIDE O x R x x x s x 12"1 FILTRATION RAIN CURVE Cl GARDEN, SEE DETAILS I & 2111 R = 25.00' 36.L3 BOTTOM OF GARDEN 4 A = 80118,00" (N) GIBSON STEEL CATCH L = 35.04' BASIN. -BASIN WITH PUMP % (N) GIBSON STEEL 18"x18"i 6" PERF ;= 435.68 CH = 32.24' COMPACT CATCH BASIN MODIFIED R x u x « x x RIM = 437M N 49°24 00 W AS A BUBBLER. SEE DETAIL 51C8.0 t 2" OULETTO BUBBLER omw V. . (N) 4" PERFORATED FOUNDATION RIM =438:13 x x - DRAIN ALONG INTERIOR OF NEW SPILLWAY INTO GUTTER = 437.71 CONTINUOUS PERIMETER FOOTINGS. 2" ST FROM PUMP = 436.88 ET WASTEWATER MANHOLE RIM = 437.94 FL 10" N = 428.46 FL 8" E = 428.46 FL 8" S = 428.52 FL 8" W = 428.54 V ky, A 011 : 4 N W WW"I 0 10 20 401 60, SCALE' if 338. ST - ST - ST - ST - ST EXISTING BUILDING 2001 (E) DOWNSPOUTS TO BE PIPED ALONG WALL I THROUGH 6" PIPE 6" ST = 459.82 WALL HUNG) 6" ST = 441.49 18'iix18'x24�'GIBSON COMPACT BASIN WITH BIKE PROOF, HEAVY DUTY GRATE ACTING AS A BUBBLER TO STREET Ft 6"ST = 439.30 C.B. RIM =440.80 6 ST 440 04 6"P -RF =439.58 ST ST - ST ADD 12" CURB CUTS AT * 8-i O.0 TO (E) CURBS 41 ALT: REPLACE (E) CURBS W1'J".'__ .12" CURB CUTS AT V 0"O.C. 5'=6"x43'N.E. FILTRATION GARDEN: REMOVE EXISTING LANDSCAPING AND REPLACE WITH RAIN FILTRATION GARDEN. SEE DETAIL 3/C8.0 61, PERF =439.58 6" ST = 439.58 OVERFLOW RIDGE = 442.40 A" rn A 6" PERF =439AI 0 ADD 12P CURB CU O.0 TO (E) CURBS ALT: REPLACE (E) CURBS WI 12" CURB C K UTSATV-0"O.C. ADD 12 CURB CUTS AT 8'-U' 441.16 BOTTOM OF RAIN GARDE O.0 TO (E) CURBS ALT* REPLACE (E) CURBS W 12" CURB CUTS AT 81 O.C. 7 6-61"1 FILTRATION GARDEN: REMOVE EXISTING LANDSCAPING AND REPLACE WITH RAIN FILTRATION GARDEN. SEE DETAIL VC8.0 >1 q 0 6" PERF =439.41 6's r OVERFLOW Z A S P H A L T RAISED ASPHALT PATCH; ALTERNATIVE,. ADD CURB bD r GIBSON STEEL STORMWATER i CATCH BASIN WITH A PUMP TAX LOT 2002 61ST (EAST) =438.84 (0. D. Q. T.) _C.B.RIM=441.95 2" ST DISCHARGE -440 78 14'x10' MIN. S.E. FILTRATION GARDEN: REMOVE EXISTING LANDSCAPING AND 6" ST = 438.88 REPLACE WITH RAIN FILTRATION GARDEN. SEE DETAIL 41C8.0 ADD 12" CURB (Ci 8'-0"' 0 C TO (E) CURBS Ad- REPLACE (E) CURBS W/ B 12 CURB CUTS AT 8-0' O C x tx # 6" PERF =440.03 B 441.78 BOTTOM OF RAIN GARDEN EL F 5' P.U.E. t,i GATE WO 441.33 q a 3:: \\ (N) GIBSON STEEL 18"18"1 C5 0 COMPACT CATCH BASIN MODIFIED AS A BUBBLER. SEE DETAIL 5/C8.0 2" WEEP HOLE IN CURB 8" ST = 438.42 z C.B. BUBBLER RIM = 440.09 @ SPILLWAY TO GUTTER= 439.63 C G E T W A Y C5 af pp _xr, pp t WASTEWATER MANHOLE RIM = 442.22 FL 8" W = 429.13FI FL 8" S = 429.34 FL 8" E = 429.14 ppo 1E We CON swosv S95W ,dpp Date Received OCT 2 6 2018 *dginal Submiftal_W_�__ RENEWS; WS: 12J31/19 A911L 01111111111L MW -W SSW WMIL 0 t N 6 1 No E. E Kzffiftn i CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING,,, LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com job 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET 40 5 of 10 40 ^ W NEW'M r%ki LL_ 0 ^00 LL. 0 U) < LL Z W W OZ W �qt < 1) W U 0 :C 0 im W U) ^A0 L.L ff% W z 0 _J LU z .J UJ �ez LU c) < D Von W z W U. 0 C - If ^ VJ 00 qqJ- A00"i U ^100 LL. REVISIONS date by SITE TVI MW PLAN job 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET 40 5 of 10 NOTES CUT = 299 CUBIC YARDS FILL = 865 CUBIC YARDS S 88*51'25" E 437.20 d 439.00 438.60 22 437.70 TC 437.78 438.20 438.33 -.438.49t..-`•:438.52 - TAX LOT 2000 EXISTING BUILDING 9bJn 438.16 440,81 /440. 10 439. ' 76) U Is J/_\ S 439. Lo10 7 . . . . . . 439 02 438. 438.43 442.70 FF - L-2-_ IN, 437 An 438.67 �37 442.80 FF VIC.'-t . 43 - 35 437.22439.37 ss .Tz " . . :t 43 2 438.29 A07 442.80 FF TC d,I . _ , 43 .63 U, 437.72 '438... 438 437.24r. Q7.84 43 8.57 437.73 8.34TC 10�1 437.25 l,-,438 04 4z 437.74 .438 0 0 437.26 437.87 4 437,854�8 438.3 .42 437.79 437.29 437 .77' 37.89 438.29TC z 4; 437M!-� 3 37.31 7.74 CURVE C2 438.24TC I J438j39_.. 431 .77• 438 . �37 R = 70.00' 437.89 TG 438.03 A = 43'14'05" 437.93 TC 437.69 xK 438.1 .437.59 L = 52'82 x x 437.64 4:3 7 72.:r'438.09TC 43 CH = 51.58' 438j4T N 30'52'02" W= x 438.10 438.01 TC x x 437,50 43811 - "e., 438.0XXXxx 43 438.01TC CURVE C1 R = 25.00' A = 80' 18'00" L = 35.04' CH = 32.24' N 49*24'00" w % 3 CATCH BASIN x 438.03TC . X. . . . . . I ATE = 437.90 x x XXX 437.59 441.33 BOTTOM OF RAIN GARDEN 8.0 TC -I -x 438.15 1.7 TAX LOT 2002 41 438.13 TC (O.D.O.T.) 438, '14 ,23. RIDGE = 442A0 438.26 38.36 42.81 L 8. 7 43 .5-7 RIDGE = 442.40 43772 438:2 _C 438.41 t, 38.46 438.54 V M X .6 . H. . . YYYiii FF ELM 'PEON85 n A S P H A L T we 438 442.77 FF 442........ co 5' P.U. E. 442.80 FF J 442.77 FF F 0 GATE WO 4, 442.19 P H A L T RIDGE 437.20 d 439.00 438.60 22 437.70 TC 437.78 438.20 438.33 -.438.49t..-`•:438.52 - TAX LOT 2000 EXISTING BUILDING 9bJn 438.16 440,81 /440. 10 439. ' 76) U Is J/_\ S 439. Lo10 7 . . . . . . 439 02 438. 438.43 442.70 FF - L-2-_ IN, 437 An 438.67 �37 442.80 FF VIC.'-t . 43 - 35 437.22439.37 ss .Tz " . . :t 43 2 438.29 A07 442.80 FF TC d,I . _ , 43 .63 U, 437.72 '438... 438 437.24r. Q7.84 43 8.57 437.73 8.34TC 10�1 437.25 l,-,438 04 4z 437.74 .438 0 0 437.26 437.87 4 437,854�8 438.3 .42 437.79 437.29 437 .77' 37.89 438.29TC z 4; 437M!-� 3 37.31 7.74 CURVE C2 438.24TC I J438j39_.. 431 .77• 438 . �37 R = 70.00' 437.89 TG 438.03 A = 43'14'05" 437.93 TC 437.69 xK 438.1 .437.59 L = 52'82 x x 437.64 4:3 7 72.:r'438.09TC 43 CH = 51.58' 438j4T N 30'52'02" W= x 438.10 438.01 TC x x 437,50 43811 - "e., 438.0XXXxx 43 438.01TC CURVE C1 R = 25.00' A = 80' 18'00" L = 35.04' CH = 32.24' N 49*24'00" w �ftoftl Mel MA111k 91101 low i 0 11Y 20 40' 60, Wnwonvi 20'-0" A S P H A L T QMW T 442.76 442.78 442.66 4444 :6 7 �4- 438.33 .50 440.' 439J N 338.57' 438.16 FH W q 438.11 % 3 R x . . . x 438.03TC . X. . . . . . I -to . 9 x . 438.13 x . x t . . . . x x XXX 437.59 441.33 BOTTOM OF RAIN GARDEN 8.0 TC -I -x 438.15 1.7 TAX LOT 2002 41 438.13 TC (O.D.O.T.) 438, '14 ,23. RIDGE = 442A0 438.26 38.36 42.81 8. 7 43 .5-7 RIDGE = 442.40 43772 438:2 _C 438.41 t, 38.46 438.54 V M X .6 . H. . . FF ELM 'PEON85 n x. . . . 442.81 V: 442.77 FF 442........ 5' P.U. E. 442.80 FF J 442.77 FF W �ftoftl Mel MA111k 91101 low i 0 11Y 20 40' 60, Wnwonvi 20'-0" A S P H A L T QMW T 442.76 442.78 442.66 4444 :6 7 �4- 438.33 .50 440.' 439J N 338.57' FH W q /7777777777777777// IQ CO T� (A 441.33 BOTTOM OF RAIN GARDEN -I -x 1.7 TAX LOT 2002 41 (O.D.O.T.) '14 RIDGE = 442A0 7, J_ 42.81 xXXXxx RIDGE = 442.40 :-z' C> 0 0 V M X .6 . H. . . FF ELM 'PEON85 n x. . . . 442.81 V: 442.77 FF 442........ 5' P.U. E. 442.80 FF 442.77 FF W 0 GATE WO 442.19 P H A L T RIDGE V EXISTING BUILDING TAX OT 2001 440.14 AAL62TC 440.49 440.01 C G E T W A Y IN Ppo Gw� ?e�nk) I �m % 0 C M Q% M [)ate Received OCT 26 2C43 ofiqinal SubVW1ta1__yn__1_� PROFFss 77 1, %N yq� L AI.N [RENEWS: 12131119IIIL -1 SSW, a a M A E RNMA" I ann E E WRI S CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING,- LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineersl.com U. 0 LLJ> z Uw) 0 z W < sonumm (Y. 0 > LLJ U U) ^A10 e ^ W L.L V j Z 0 _j W LLJ Z > Z F- W < D WWz W LL 0 z 1. >. LLJ 00 F- rn 100 W 04 Vt AONWA� U ~d L1. REVISIONS date by SITE GPRADING LAN Jab 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET 6 of 10 IQ CO (A 1.7 TAX LOT 2002 ,51 (O.D.O.T.) '14 RIDGE = 442A0 42.81 xXXXxx X .6 . H. . . FF ELM 'PEON85 x. . . . 442.81 442........ 5' P.U. E. W 0 GATE WO PP IN Ppo Gw� ?e�nk) I �m % 0 C M Q% M [)ate Received OCT 26 2C43 ofiqinal SubVW1ta1__yn__1_� PROFFss 77 1, %N yq� L AI.N [RENEWS: 12131119IIIL -1 SSW, a a M A E RNMA" I ann E E WRI S CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING,- LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineersl.com U. 0 LLJ> z Uw) 0 z W < sonumm (Y. 0 > LLJ U U) ^A10 e ^ W L.L V j Z 0 _j W LLJ Z > Z F- W < D WWz W LL 0 z 1. >. LLJ 00 F- rn 100 W 04 Vt AONWA� U ~d L1. REVISIONS date by SITE GPRADING LAN Jab 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET 6 of 10 WMAI 11swel: 10% o 9- yas N A 3/8" RADIUS ELEVATION VARIES SEE C5.0 FOR GRADES 5 C7.0 a EXISTING PAVEMENT MARKINGS NEW ADA SYMBOL 0 Z C) C:) I: bo 'Z 0 zo 'Z NEW ADA VAN SYMBOL NEW ADA POLE & SIGN, TYP. SEE DETAILS 2 &3/C7.0 MOUNTABLE CURB AND GUTTER SLOPE VARIES, SEE SHEET C5.0 FOR GRADES I a -H I 1 -Off HANDICAP PARKING SIGN (TYPES R7-8, R7 -8P, OR7-8c) TO BE INSTALLED PER CODE BY CONTRACTOR AT VAN -ACCESSIBLE SPACES ONLY PARKING SURFACE PARKING SIGN A SEE SITE DEVELOPMENT AND BATTER 6:1 GRADING PLANS FOR ASPHALT AND/OR LANDSCAPING ELEVATION Driveway paw limit Zone to match extq. driveway NOTES: (it monolithic, Inciudeacijacent curb) 'engthvades See general note 7 (see general note 6) 20'landi.9 area L t Jse max. width feasiblel Driveway (see general note 5) lip exposure 2% max Po Tbmug Sl2m, % nntm. 12% max. change si.'e Cys. ....... m x in sto eP IV max.) Intervals (SAG) Slope 1.5% max. Fh an (Max, 2.0% finished surface slope) r (Normal st jewalk crosS slope) % max grade. it w e vanes 1. TOOLED JOINTS PER PLANS. VAnormal) U) 2. CONTRACTION JOINTS AT 20' W INTRVALS WITH ASPHALT E Fy IMPREGNATED JOINT FILLER. § VARIES, SEE ARCH. 4 (1) 44 CONTINUOUS 91 CONCRETE APRON/SIDEWALK DETAIL It 0 611 it 21 31 101 ,Oki kTJ : VITITYA I 1011111111111111t . I SCALE: NOT TO SCALE Effective Date: June 1, 2018 - November 30, 2018 Kul" 3 C7.0 GALV. CAP --- POST-1 POST -1 1/2" O.D. GALV. PIPE ASPHALT PER - GEOTECHNICAL REPORT V-0" DIA. ADA PARKING SIGN POLE 0 611 if 2' SCALE: 1 1/2" = 1'-0" z W < Z UJ NOTE: R ALL RADII TO BE 3/4' > ASPHALT PER GEOTECHNICAL REPORT 0 6" 11 21 SCALE: 1 1/2" = 1'-0" 1 011 ME I a 1*1 &1 &01 S J9 SCALE: NOT TO SCALE 21-511 -id GREASE TRAP W/ HINGED LID TO SEWER 21-011 #4 NOTES: 1. BOX FABRICATED FROM 10 GA MATERIAL. 2, BIKE PROOF, HEAVY DUTY TRAFFIC GRATE - SUPPORTS AASHTO H25 LOADING. 3. GIBSON MODEL NO. GCB10-38HB-6 PER DIMENSIONS SHOWN. 4. SERVICE CATCH BASIN TWO TIMES PER YEAR MINIMUM - ONCE BEFORE AND ONCE AFTER SEASONAL RAINS- TYP. 5. PROVIDE PRIMER & TRAP. STANDARD CATCH BASIN 0 611 it 21 SCALE: 1 1/2" = 1'-0" Date Received OCT 2 6 20"43 Original Submittal--V(-V� PRaFfiss *G I NSc tr 7700, otzE ON A ITR-ENEFS- -1273171-;- _7 UL .1 SW Ea 0 Ark AS& ago In no ow IGNEERY. CIVILo STRUCTURAL- BUILDING DESIGN SURVEYING o LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (641)485-8383 FAX (541) 485-8384 www.sswengineers.com 0 LLJ > LU CJ) gyp? d Z W 000 00 W Cr (1) W U) Z 0 -J Ld Z J z �e LU U) Z (.9 5 F- U) WWZ LLJ U. 0 0 U) A1111011"11111, U REVISIONS date by DETAILS job 18-7555 drawn RRW Mate 10/25/18 checked MAC filed SHEET 7 of 10 Driveway paw limit Zone to match extq. driveway Sidewalk width-Worgreater (See general not Use max. width feasible (See general note S) (it monolithic, Inciudeacijacent curb) 'engthvades See general note 7 (see general note 6) 20'landi.9 area L t Jse max. width feasiblel Driveway (see general note 5) lip exposure 2% max Po Tbmug Sl2m, % nntm. 12% max. change si.'e Cys. ....... m x in sto eP IV max.) Intervals (SAG) Slope 1.5% max. Fh an (Max, 2.0% finished surface slope) r (Normal st jewalk crosS slope) % max grade. it w e vanes VAnormal) d 8% rnax.change Y.' preformed.filter in sl10' i.rervads (CREST), See general note 7 .4 -1E P.C. concretec'er. driveway, [n, thIm. 35 shown, Curb type van. oras dlr. (See general note 4) SECTION A -A GENERAL NOTES FOR ALL DETAILS: 4. Details are based an United States Access Board Standards. OPTION D 2. Only use details allowed bijurisdiction. DRIVEWAY IN WIDE WOR GREATER} SIDEWALK 3. The following dimensions are as shown on plans, or as directed: driveway width, cirveway slope, sidewalk width, curb exposure, driveway lip exposure, landing area length and width. See project plans for details not shown. 4. Curb, gulter, and sidewalk types varies, see plans. See Std:D.9s. RD700 & R0701 for curb details. Sea Sid, Dw9. 6720 for sidewalk details. S. 4' unobstructed dear passage with slope I .S% mu. (Max. 2.0% finished surface slope) Is required behind driveway apron, 6. Where existing driveway Is In good condition,. and meets slope requirements, construct only as much as required for satisfactory connection With new Work. Use reversing curves for al=m transition! 7. Check the gutter flow depth at driveway locations to assum that the design flood does not overtop the back of sidewalk at driveway. If overtopping occurs place an inlet at upstream side of driveway or perform other approved design mitigation. Sidewalk width (As directed) &e general note 5) \I'-- I - - - - - - 8. Tooled Joints am required at all driveway siope break lines. 9, 1 S' min: of the driveway behind the sidewalk should be surfaced to prevent tracking of gravel onto the sidewalk. rr tr- y7 Use max.dth feasible wi a)ible (See general 5 not, ry .... See general note 7 L, 10, Monolithic curb & sidewalk shall retain thickened edge through lowered profile, to aaomodate driveway use. See Sid. Dwg. RD720 for details. 11. On or along state highways, curb and gutter Is required at curb ramps. oSidewalk Driveway pay limit (if monolithic, Include adjacent curb) (See pr*ct plans for details not shown) Slope 1.5%=x (Max. 2.0% finished surface slope) (Normal sufmalk cross slope) CALC WOX M - - - - - BASELINE UMRT DATE The selection and i1se DONS Standard Drawing, while oe - sioned in accordance with geftErdIly ffCICOPted engfneer- ing princiales and practices, Is the sole responsibility of NOTE; AB Ot -em Dreg. S -dud sPWft.d01 OREGON STANDARD DRAWINGS CURB LINE SIDEWALK DRIVEWAYS OR ALLEYS (OPTIONS D & E) ODOT HIGHWAYS W Width of driveway the user and should not be 2038 OPTION E E Curbexposure use out COJ?S a Re ra SIDEWALK WRAPPED AROUND DRIVEWAY P 7.01 in commerdaj land use types 3.5' In residential land use types gineer. 101 ,Oki kTJ : VITITYA I 1011111111111111t . I SCALE: NOT TO SCALE Effective Date: June 1, 2018 - November 30, 2018 Kul" 3 C7.0 GALV. CAP --- POST-1 POST -1 1/2" O.D. GALV. PIPE ASPHALT PER - GEOTECHNICAL REPORT V-0" DIA. ADA PARKING SIGN POLE 0 611 if 2' SCALE: 1 1/2" = 1'-0" z W < Z UJ NOTE: R ALL RADII TO BE 3/4' > ASPHALT PER GEOTECHNICAL REPORT 0 6" 11 21 SCALE: 1 1/2" = 1'-0" 1 011 ME I a 1*1 &1 &01 S J9 SCALE: NOT TO SCALE 21-511 -id GREASE TRAP W/ HINGED LID TO SEWER 21-011 #4 NOTES: 1. BOX FABRICATED FROM 10 GA MATERIAL. 2, BIKE PROOF, HEAVY DUTY TRAFFIC GRATE - SUPPORTS AASHTO H25 LOADING. 3. GIBSON MODEL NO. GCB10-38HB-6 PER DIMENSIONS SHOWN. 4. SERVICE CATCH BASIN TWO TIMES PER YEAR MINIMUM - ONCE BEFORE AND ONCE AFTER SEASONAL RAINS- TYP. 5. PROVIDE PRIMER & TRAP. STANDARD CATCH BASIN 0 611 it 21 SCALE: 1 1/2" = 1'-0" Date Received OCT 2 6 20"43 Original Submittal--V(-V� PRaFfiss *G I NSc tr 7700, otzE ON A ITR-ENEFS- -1273171-;- _7 UL .1 SW Ea 0 Ark AS& ago In no ow IGNEERY. CIVILo STRUCTURAL- BUILDING DESIGN SURVEYING o LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (641)485-8383 FAX (541) 485-8384 www.sswengineers.com 0 LLJ > LU CJ) gyp? d Z W 000 00 W Cr (1) W U) Z 0 -J Ld Z J z �e LU U) Z (.9 5 F- U) WWZ LLJ U. 0 0 U) A1111011"11111, U REVISIONS date by DETAILS job 18-7555 drawn RRW Mate 10/25/18 checked MAC filed SHEET 7 of 10 NOTE: PLANTING PER LANDSCAPE PLANS. STANDARD OVERFLOW CATCH BASIN W/ PUMP GROWING MEDIUM DRAIN ROCK ---, J SLOPE TO MATCH EXISTING GRADING 3 MAX F 11-6" L 91-011 V-6" 121-01k 12" MINIMUM GROWING MEDIUM EXISTING CURB.— AND PAVING m Im WEST RAIN GARDEN SECTIO1 It 0 11 3 1 51 SCALE: 112" V-0" VARIES. SEE STORMWATER PLAN BUBBLER CATCH BASIN, SEE DETAIL 5 & 61C8.0 NEW SIDEWALK ----- 2" OVERFLOW PIPE TO CURB EXISTING CURB AND PAVING o ♦ 6" PERF. PIPE (SEE /x/ STORMWATER PLAN FOR ELEVATIONS) 12" MINIMUM DRAIN ROCK 12" MINIMUM GROWING MEDIUM EXISTING CURB AND PAVING all 01:40MV000111 it 0 it 31 51 1 m iiiiiii � A SCALE: 1/2" = T-0" /'1 i1 Al a is 1, §.-% R At_r' s 1 fit n 10'4% SEE STORMWATER PLAN 5'-0" MIN. 6" OVERLFLOW 3 MAX F_ EXISTING LANDSCAPING 7- X x X/ lv� 30 MIL PLASTIC A < xz� 1_5 FILM BARRIER Xr� '5�4' X_Tz -K�, )f- M., y J/ M 4 W� A, I :X1 rJ < ♦ y. 6" PERF. PIPE (SEE ST RMWATER PLAN 0 FOR ELEVATIONS) TYPICAL EAST RAIN GARDEN SECTIO 4 SOUTH-EAST RAIN GARDEN SECTION 0 611 .{A 21 3' 0 611 11 21 31 ­1111111IN11111 11111 SCALE: V = T -O" SCALE: 1 1'-0" BUBBLER CATCH BASIN PLAN 0 6" if 21 3t SCALE: 1 1'-0" BIKE PROOF, HEAVY DUTY TRAFFIC GRATE MODIFIED 18"x18"x24" COMPACT CATCH BASIN 3'X18" CURB SPILLWAY Kuut-, 1-itAvy DU I IC GRATE CURB SPILLWAY SECTION A -A ..AV ­ 11=n 18"v18"v74" COMPACT CATCH BASIN JIL 0 611 is 21 31 SCALE: lit 1 1-011 F t6 spy �t i - � � - 0 0020? -TYP2_� sk PU Kem'ew Kosen SUAA0 so( S�"s 0 (D C\? CD C_) CU co Q D PROP, I N g EGON 1, % Cam ,6 L ALN RENEWS: 12/31/19 1 'idillb, .mmm� mw,mmw IL ML Ift Umuff- an m -mm MmIls ME S I&INEEIRS. CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING* LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com REVISIONS date by STORMWATER I r% D ETAI LO job 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET oa 8 of 10 rr m Im WEST RAIN GARDEN SECTIO1 It 0 11 3 1 51 SCALE: 112" V-0" VARIES. SEE STORMWATER PLAN BUBBLER CATCH BASIN, SEE DETAIL 5 & 61C8.0 NEW SIDEWALK ----- 2" OVERFLOW PIPE TO CURB EXISTING CURB AND PAVING o ♦ 6" PERF. PIPE (SEE /x/ STORMWATER PLAN FOR ELEVATIONS) 12" MINIMUM DRAIN ROCK 12" MINIMUM GROWING MEDIUM EXISTING CURB AND PAVING all 01:40MV000111 it 0 it 31 51 1 m iiiiiii � A SCALE: 1/2" = T-0" /'1 i1 Al a is 1, §.-% R At_r' s 1 fit n 10'4% SEE STORMWATER PLAN 5'-0" MIN. 6" OVERLFLOW 3 MAX F_ EXISTING LANDSCAPING 7- X x X/ lv� 30 MIL PLASTIC A < xz� 1_5 FILM BARRIER Xr� '5�4' X_Tz -K�, )f- M., y J/ M 4 W� A, I :X1 rJ < ♦ y. 6" PERF. PIPE (SEE ST RMWATER PLAN 0 FOR ELEVATIONS) TYPICAL EAST RAIN GARDEN SECTIO 4 SOUTH-EAST RAIN GARDEN SECTION 0 611 .{A 21 3' 0 611 11 21 31 ­1111111IN11111 11111 SCALE: V = T -O" SCALE: 1 1'-0" BUBBLER CATCH BASIN PLAN 0 6" if 21 3t SCALE: 1 1'-0" BIKE PROOF, HEAVY DUTY TRAFFIC GRATE MODIFIED 18"x18"x24" COMPACT CATCH BASIN 3'X18" CURB SPILLWAY Kuut-, 1-itAvy DU I IC GRATE CURB SPILLWAY SECTION A -A ..AV ­ 11=n 18"v18"v74" COMPACT CATCH BASIN JIL 0 611 is 21 31 SCALE: lit 1 1-011 F t6 spy �t i - � � - 0 0020? -TYP2_� sk PU Kem'ew Kosen SUAA0 so( S�"s 0 (D C\? CD C_) CU co Q D PROP, I N g EGON 1, % Cam ,6 L ALN RENEWS: 12/31/19 1 'idillb, .mmm� mw,mmw IL ML Ift Umuff- an m -mm MmIls ME S I&INEEIRS. CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING* LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com REVISIONS date by STORMWATER I r% D ETAI LO job 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET oa 8 of 10 SYMBOLS GRID LINE G F E D C B A ROOM NUMBER 90s-21' DOOR NUMBER 20'-10" A 22'-6" FIELD VERIFY 46-1011 XX WINDOW NUMBER ALL PURPOSE ROOM GENERAL NOTES 1. EXISTING RESTROOMS ARE TO BE UTILIZED FOR THIS ADDITION. 5 ( 6 ) a- 0 'AWNING F.11 "'i I Z I I LN [C9 L11 sk Plan Reviem-1 co�c R,Q<,,M �V\�AcDU� >Y"4mc) i) PRop, G I N 67 77 OREGON ���,y UyF 1, A [RENEWS: 12131119-1 IL 100k 11L IN& Im O SW. &=KvA% BLENMOORAgft R- mob NIL IL no L11 I EL SIR CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING,, LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com %df Of 0 U) < >. > z If ^ W W VJ J Cf) U) d Z W D < W 0 > '0� W U 0 W U) z W ujz LzLJ 5 U) W z W U. 0 z 4. 0 W 00 00 U) it U 111,00 LAM REVISIONS date by OVERALL FLOOR PLAN job 18-75551 drawn RRW date 10/25/18 checked MAC filed SHEET 1 0( 9 of 10 CU 0 i) PRop, G I N 67 77 OREGON ���,y UyF 1, A [RENEWS: 12131119-1 IL 100k 11L IN& Im O SW. &=KvA% BLENMOORAgft R- mob NIL IL no L11 I EL SIR CIVIL -STRUCTURAL- BUILDING DESIGN SURVEYING,, LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com %df Of 0 U) < >. > z If ^ W W VJ J Cf) U) d Z W D < W 0 > '0� W U 0 W U) z W ujz LzLJ 5 U) W z W U. 0 z 4. 0 W 00 00 U) it U 111,00 LAM REVISIONS date by OVERALL FLOOR PLAN job 18-75551 drawn RRW date 10/25/18 checked MAC filed SHEET 1 0( 9 of 10 SYMBOLS GRID LINE DOOR NUMBER <8> WINDOW NUMBER 4 4 WINDOW, TYP. < WINDOW, TYP. [a FEATURE STRIP WINDOW OUTLINES, TYP. FEATURE STRIP WINDOW OUTLINES, TYP. FEATURE FORMLINER 1545 AESTHETIC STONE OUTLINE, PAINT LIGHT/MEDIUM GRAY, TYP. ,r__D PRop,, IN EFS 0 E60 �ti 3c I , A fRENEWS: 1213-1715 I SOUTH ELEVATION L_JNL_JpL --- now SCALE: 3/16" = 1'-0" +26-7 1/211 T.O. WALL BE EaNMINEER'S. "o-, R, FEATURE STRIP WINDOW ggi­ RE r_AINT BLUE, SIMILAR OUTLINES, TYP. w," 21, - CIVIL- STRUCTURAL- BUILDING DESIGN TO ROSEN SIGNAGE SURVEYING LAND USE PLANNING 7, +20'-O"± T.O. 2350 Oakmont Way, Suite 105 U LINE u ene Oregon 97401 178 '- T.O. (541)485-8383 AWNING ABOVE WINDOW/OUTLINE FAX (541) 485-8384 DOORS, TYP. +15'-8"±T.0, www.sswengineers.com SOUTH ELEVATION L_JNL_JpL --- now SCALE: 3/16" = 1'-0" I 1 ff % I Vs %a I v1 %Ivv4 ss V4..g % 1545 AESTHETIC STONE OUTLINE, PAINT LIGHT/MEDIUM GRAY, TYP. �2 �- WEST ELEVATION s(k PwA ft A2.02' 0 2' 4' 6' 10' 12' 14! qfVJ SCALE: 3/16" 1'-0" FINISH FLOOR "\ +21'-0" P T.O. WALL PAINT BLUE, SIMILAR TO ROSEN SIGNAGE 1 +11'-11"± V T.O. MEZZANINE PAINT OFF WHITE, MATCH EXISTING BUILDING COLOR +01-011 FINISH FLOOR .'M T*l I ril ky, I on a U.3 o I zo Date Received OCT 2 6 2018 Original Submittala_� FREVISIONS date by BUILDING ELEVATIONS job 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET L%200 10 of 10 "o-, R, '9 ggi­ RE r_AINT BLUE, SIMILAR w," 21, - TO ROSEN SIGNAGE I 1 ff % I Vs %a I v1 %Ivv4 ss V4..g % 1545 AESTHETIC STONE OUTLINE, PAINT LIGHT/MEDIUM GRAY, TYP. �2 �- WEST ELEVATION s(k PwA ft A2.02' 0 2' 4' 6' 10' 12' 14! qfVJ SCALE: 3/16" 1'-0" FINISH FLOOR "\ +21'-0" P T.O. WALL PAINT BLUE, SIMILAR TO ROSEN SIGNAGE 1 +11'-11"± V T.O. MEZZANINE PAINT OFF WHITE, MATCH EXISTING BUILDING COLOR +01-011 FINISH FLOOR .'M T*l I ril ky, I on a U.3 o I zo Date Received OCT 2 6 2018 Original Submittala_� FREVISIONS date by BUILDING ELEVATIONS job 18-7555 drawn RRW date 10/25/18 checked MAC filed SHEET L%200 10 of 10 18''X18"X24 GIBSON COMPACT CATCH BASIN WITH BIDE PROOF, HEAVYDUTY GRATE ACTING AS A BUBBLER TO STREET u _ �1 PATCH; ,. A P RAISED SHAL CH , I i .r ALTERNATIVE: ADD CURB 3 fi 5 i r. : S} azx 1 I w i 3=' 2 §z tFl as f� 3 I �8 x HADD 12 3 CURB CUTS AT V-0" . .o. lY,.. O.0 TO (E)CURBS -ALT: REPLACE (E) CURBS W1 I / I ,12" CURB CUTS AT 8'-0" O.C.It it (E) DOWNSPOUTS TOit 9£PIPED ALONG WALL tt k" fi D U THROUGH 6" PIPE A� L � � I c FTW 3 F "-- --- 5'-6"X70' E. FILTRATION GARDEN B: REMOVE EXISTING • , . . , .. �J WASTEWATER CATCH BAST N LANDSCAPI Yf GARDEN. SEE G DETAIL ETAIL PeLAX(�X YU I fiH RA I N F ILT RAT I ON 3 t g s S .s e ""•'"'gal NO STrRMWT RCATCH BA SIV � x s? • PROPOSED LOCATION OF z NEW 24'DRIVEWAY ,. 't I M 4 it 11 :� �" �'" t . AQP -IALT it 1 i RAISED ASPHALT PATCH.; ' ♦ w a .,._.. ALTERNATIVE: ADD CURB NOTES: t A s . t� 1. Irrigation - All new landscape areas to receive permanent underground' EXISTING DRIVEWAY TO BE CLOSED irrigation. The irrigation system will be an automatic electrically controlled - - T R A C T system.It (N) LANDSCAPE STRIP s: � � } GIBBON STEEL TORMWATER NITH 6" CURB AN _ _._ a GUT -ER ASPHALT SID - CATCH BASIN WITH A PUMP it it l A.S_PHALT 3 :.::::. 12'X40'FILTRATION RAIN GARDEN. D :•;• ::•:;• f A,g.4 # f �/t 14'X10' MIN. S.E. FILTRATION GARDEN C: REMOVE 1 h EXISTING LANDSCAPIN AND REPLACE WITH RAIN ° • i {N) GIBSON ST L CATCH BASIN FILTRATION GARDEN, SEE DETAIL X1GX.X BASINC WITH BASIN Existing Tree :; ADD 12" CURB CUTS AT 8'-0" { O.0 TO (E) CURBS F } ' .: o mw g < ALT: REPLACE (E) CURBS W/ M .: f � � 12" CURB ctJTs AT s' -a" O.C. Existing Tree a (N) 4" PERFORATED FOUNDATI g .:: DRAIN ALONG INTERIOR {3F NE (E) DOWNSPOUTS e CONTINUOUS PERIMETER FOO ING . BE PIPED ALONG WALL a i .� PIPE N) GI N STEEL 18'X18"X24" iit THROUGH S C PACTATCH BASIN MODIFI ' • ` ' ` C ABU Le)R. SEE DETNL >Q X • r ni SD SD SD SD SD SDSD ------ ET L SD J•jk� Z \. •�.{.. � M ♦ala♦ '^I`_. .;?f'i �.�� is'� n� � 1�. ":k4£\..l :•: ::::•:: :. ;. .......::::.};.}• ::::.•::::::. � :. � • •tiff :• .............:.... 3 Z. `=x ....... ................ .... ................ v:..... ......... .............. ......... aC% .......... ............... ........:::. ....... ..... ::. ::.:::. ... ........... .::............. .... ........ .... ............ .........................................::. ........ ....... ............... .......... ..... ..... .......... ...... . . ........:...... GATE ' ♦ .. .. ::...:::... '. 3 .. GATE p � <. si • I (N) GIBSON STEEL 2" WEEP HOLE IN CURB ( 18"X18"x24' COMPACT CATCH BASIN MODIFIED AS A BUBBLER. SEE I DETAIL XICX.X �1 REPLACE DISTURBED EXISTING G G ET WAY LANDSCAPING / pp l /-a- OPP PPItIt E 111 SITE QEVELOPMENTi i E ! 4/ li rr�rlr�rr'�� V=2)0'-0" f� I � & Dpt 1(y) &16_00D S�--nrz, SLt-e pLaa Rewew R,O� SUr��sar S�k�s a� �l aF tl Date Received OCT 2 6 N, } odglnal Submlttal �w t)igfta!%signed by Mark DN c-U�S " E marks nirius.com, t5 "Rexioio&est Mark Anderson $y-Produ4s" tiU-Director of Commerdat onstrucGon, CN Mark A1iderson D$te zi :o.22 REMUS FOREST BYPRODUCTS a ■ W :2 O LLV Z>-lali,r.l W V jMC13 0= 0 0) mcg (y) W Lid—I w z ...�.�z 1— `e UJ 0 W W Z U. z W 00 ` W V 00 lt z 0 REVISIONS fob 18-7555 drawn SC/GC state 9/28/18 checked SC/MA file GI IEET L 1.a _— i, f ' date by S / LANDSCAPE PLAN TTt?e l X X X MEcS /rs 3i z z*4 sd d s 3 r r xtt 4� 01"W"(1's-�, a . a., it/S� R>'� ?' xd'�H,.�Motv�'.✓RS,fx.��s' ��if ,��. .,r k», ���r 3 Existing to Remain t 7 2" Cal. Acer rubrurn'Red Sunset' Red Maple C 4 } .v9" max„...'`v`.. #., 5 Y' ' Y ? 3. 'S Er 311111 - .r .�� v' ,✓;"T s� �:t _. 12 #1 Cornus Kelse ii Dwarf Refit ig Dogwood t 22 #3 Prunus lusitanCea'Portuguese Laurel" Portugal Laurel w k 8 #1 Prunus Otto Luyken Laurel Dwarf English Laurel 4 #3 P€ lystiChum mar;iturn ° ord Fern' western SwDrd Fern u ✓ .F C4 k 5 T 4 i 4 a• C 3 ry .f :: L 2 iY �»' ✓c vF 2 6 Y e 3 � z f s r } t +r 775 4F pct Rufusjaiycinoides Creeping Rasbernj V//j 1,255 a� � pot Junous Patens Spreading Rush u _ �1 PATCH; ,. A P RAISED SHAL CH , I i .r ALTERNATIVE: ADD CURB 3 fi 5 i r. : S} azx 1 I w i 3=' 2 §z tFl as f� 3 I �8 x HADD 12 3 CURB CUTS AT V-0" . .o. lY,.. O.0 TO (E)CURBS -ALT: REPLACE (E) CURBS W1 I / I ,12" CURB CUTS AT 8'-0" O.C.It it (E) DOWNSPOUTS TOit 9£PIPED ALONG WALL tt k" fi D U THROUGH 6" PIPE A� L � � I c FTW 3 F "-- --- 5'-6"X70' E. FILTRATION GARDEN B: REMOVE EXISTING • , . . , .. �J WASTEWATER CATCH BAST N LANDSCAPI Yf GARDEN. SEE G DETAIL ETAIL PeLAX(�X YU I fiH RA I N F ILT RAT I ON 3 t g s S .s e ""•'"'gal NO STrRMWT RCATCH BA SIV � x s? • PROPOSED LOCATION OF z NEW 24'DRIVEWAY ,. 't I M 4 it 11 :� �" �'" t . AQP -IALT it 1 i RAISED ASPHALT PATCH.; ' ♦ w a .,._.. ALTERNATIVE: ADD CURB NOTES: t A s . t� 1. Irrigation - All new landscape areas to receive permanent underground' EXISTING DRIVEWAY TO BE CLOSED irrigation. The irrigation system will be an automatic electrically controlled - - T R A C T system.It (N) LANDSCAPE STRIP s: � � } GIBBON STEEL TORMWATER NITH 6" CURB AN _ _._ a GUT -ER ASPHALT SID - CATCH BASIN WITH A PUMP it it l A.S_PHALT 3 :.::::. 12'X40'FILTRATION RAIN GARDEN. D :•;• ::•:;• f A,g.4 # f �/t 14'X10' MIN. S.E. FILTRATION GARDEN C: REMOVE 1 h EXISTING LANDSCAPIN AND REPLACE WITH RAIN ° • i {N) GIBSON ST L CATCH BASIN FILTRATION GARDEN, SEE DETAIL X1GX.X BASINC WITH BASIN Existing Tree :; ADD 12" CURB CUTS AT 8'-0" { O.0 TO (E) CURBS F } ' .: o mw g < ALT: REPLACE (E) CURBS W/ M .: f � � 12" CURB ctJTs AT s' -a" O.C. Existing Tree a (N) 4" PERFORATED FOUNDATI g .:: DRAIN ALONG INTERIOR {3F NE (E) DOWNSPOUTS e CONTINUOUS PERIMETER FOO ING . BE PIPED ALONG WALL a i .� PIPE N) GI N STEEL 18'X18"X24" iit THROUGH S C PACTATCH BASIN MODIFI ' • ` ' ` C ABU Le)R. SEE DETNL >Q X • r ni SD SD SD SD SD SDSD ------ ET L SD J•jk� Z \. •�.{.. � M ♦ala♦ '^I`_. .;?f'i �.�� is'� n� � 1�. ":k4£\..l :•: ::::•:: :. ;. .......::::.};.}• ::::.•::::::. � :. � • •tiff :• .............:.... 3 Z. `=x ....... ................ .... ................ v:..... ......... .............. ......... aC% .......... ............... ........:::. ....... ..... ::. ::.:::. ... ........... .::............. .... ........ .... ............ .........................................::. ........ ....... ............... .......... ..... ..... .......... ...... . . ........:...... GATE ' ♦ .. .. ::...:::... '. 3 .. GATE p � <. si • I (N) GIBSON STEEL 2" WEEP HOLE IN CURB ( 18"X18"x24' COMPACT CATCH BASIN MODIFIED AS A BUBBLER. SEE I DETAIL XICX.X �1 REPLACE DISTURBED EXISTING G G ET WAY LANDSCAPING / pp l /-a- OPP PPItIt E 111 SITE QEVELOPMENTi i E ! 4/ li rr�rlr�rr'�� V=2)0'-0" f� I � & Dpt 1(y) &16_00D S�--nrz, SLt-e pLaa Rewew R,O� SUr��sar S�k�s a� �l aF tl Date Received OCT 2 6 N, } odglnal Submlttal �w t)igfta!%signed by Mark DN c-U�S " E marks nirius.com, t5 "Rexioio&est Mark Anderson $y-Produ4s" tiU-Director of Commerdat onstrucGon, CN Mark A1iderson D$te zi :o.22 REMUS FOREST BYPRODUCTS a ■ W :2 O LLV Z>-lali,r.l W V jMC13 0= 0 0) mcg (y) W Lid—I w z ...�.�z 1— `e UJ 0 W W Z U. z W 00 ` W V 00 lt z 0 REVISIONS fob 18-7555 drawn SC/GC state 9/28/18 checked SC/MA file GI IEET L 1.a _— i, f ' date by LANDSCAPE PLAN