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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/23/2015 (2)FH CURVE C1 DATA WM R 373.00' W 7151, 1§0 1a Oy 96 S* M�W 7 h -dry e� ".41 110 '1, 19*06'15" 10 I•N, 11 T 7­7,� 7�7_ .7; 'T' pp L 124.37' T �L.' SL T,- I I . I - .1 11 �_L" 1. , . ST: E i�E�;_ETE 'si s L-. CH 123.79' ST ST §T� =7T' L ... . . ....... . ST S, 41 4b, N 80*29'40" W ST Alk, "IQ 00 3� .1 & �. ", � _10.42.. NOR I I I 041_11� x w- V CURB INLC.11 CURB INLET CURB INLET WASTE MANHOLE TC = 476.59 TC = 475.95 TC 475.55 RIM = 475.83 FL. 12" E = 473.51 SCALE 1 20 FT FL 8" E = 468.34 FL 12" E = 473.00 01* FL 15" E 472.60 FL 12" W = 473.51 FL 15" W = 472.95 FL 8" W = 468.38 z -FC-T0­S­= v»uvyA5 I E MANHOLE FL 15" W 472.58 0 4 .25 0 L Y M P I C S T R E E T RIM 476.88 1 11 1- - - 0 10 20 40 I ALI x X_ X_ 46�.88 FL 8" W 4 a -E lip X eN W W W -W -W -W -8, W- W -W -W -W W -W -W W W -V 8•W W -W -W -W W W 1,W W -W -8 W ------ ='=,W- W -W -W -W -W -W -W _v, -W _P W GAS GAS GAS GAS - GAS - 2' GAS 0 W-_ GAS GAS -2" GAS GAS GAS - W - - Ls 3: - W �'vj,_ W W 24�' W W GAS GAS GAS. GAS W .mar -W -W W -W W - 24' W W W W -W W �b_L �W- W�,- W utir _2" GAS -W- GAS- W -W I - W W W 24!' W W_ W mmm W -W -W -W -W "�4 W W TA 1K AD;, W 7 7 '17, 7' ------ 10 ST� 6 476. - 24\;. -47642' TC Wyly - IN T PP ----------- 472, 71--- 475.67X X476. 472.71 rn 0--igg 4709 z=220�- W,476X25 -T{yy x X_ -�l � �§w 319 97 2ryh x 75.07/"' 75 475.19 'SLIDING�,,GATE x 75.4 89 �'I;v --A-7A III �--_ ­ T .... W HW '�76 1, - ­ " - a4: :, , ; � , "" -, 47 .08 47J:; O sr sr•_7=1V ST. CURB INL omi sx -.7, ? st 477.' WW -8- WW '&HW- OH 0 0 8- 0 -0 If CRY 4_T_ ��; 11 OHW�� 0 475.93 L NO t_0 'T A, �*Ilftllll% 0 0.47683: 166 3 10" SE 472.8�� sr� (5)"'S X 476 32 �75.98 4 �Qlw FL 1475.93 475.38 �'-�47 7� FL 10 475.57 4 59 2 475.13 S Ll 1) I'N.G �,,GAT&,_-_� 2 476.30 A 0Aw A7�§�2475.6f x WW >_ 477.35 F F L E W •13 a CURB INLET C�l FL 471. 7 47s-rx,FLOW '1'/6-_1 FL 8 1 . .4 PREvmn6 5- DEM 7 ;47 It SIGN I N gg 471 74 FL 6" ST 473.54 'Do x �!!,7t 47 24 CATCH B4 475.45 5�0� TC FL 15" E = 472.53 472.47 FL 15" W IN-_ x 5 �:: �� 471.50 �QRATE I I SWALE Al ' 'A7 A-7: x 0 C\j 0 x n x x 476:,,;- '0 0 CAT r�BAsIN C G� R ATE- 474,�8 FL -47, 28' z .R 10" N '475.79, :,i pi.':z LEGEND x J; x x x k19MAP 17-02-30-43 TAX LOT 6401 "1 `475 EXISTING BUILDING 7943 479,37 DENOTES EXISTING GRAVEL SURFACE 9.70 '7- -,X- 00P.U.E. x 479 ,Ie U4 EXISTING BUILDING 0 MAP 17-02-30-43 TAX LOT 6700 AN 2 3 2015 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 11, 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2015 MW EN"INEERS., 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 EXISTING CONDITIONS PLAN job DENOTES EXISTING RIP -RAP 15-7255 DENOTES EXISTING ASPHALT SURFACE Je!hM sa NEG date EXISTING DECIDUOUS TREE (SIZE AS NOTED) 6/15/15 checked + 476,10 EXISTING SPOT ELEVATION + 476.60 TC EXISTING TOP OF CURB ELEVATION + 478.85 TW EXISTING TOP OF WALL ELEVATION AN 2 3 2015 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 11, 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2015 MW EN"INEERS., 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 EXISTING CONDITIONS PLAN job 15-7255 drawn NEG date 6/15/15 checked MRD filed SHEET Ir CD ,n EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING .a ' 'OCD tl• 8'B. b .. d...' 3 d EXISTING BUILDING ' CONCRETE BARRIER fi k S 89*27 0 E 41 56 A O — \ o CONCRETE BARRIER 3' ' 29.4 i �a !. �» a w �. a.. a --- d 5.00' P.U.E. —� X X 7.00' P. U.E. EXISTING F— -- — BUILDING ZDw MAP 17-02-30-43 TAX LOT 6400 5l TE ,FLAN 5GALE. 1 " = 20'-011 MAP 17-02-30-43 TAX LOT 6401 a I EXISTING BUILDING o ( MAP 17-02-30-43 TAX LOT 6700 I CIVIL 5YMDOL5 NEW A5PHAL T bxi EXI5TINC GRAVEL EXI STING CONCRETE 'B DOLLARO, 5EE OETAIL V67.0 `c.o. CLEANOUT, SEE OETAIL 4/67.1 Nl� Copy f0r3--b1)P-q 155U�'v`� bus-hv� Sc4n��Uc of "C O #iv e ofl PRELIM. �3 NOT FOR CONSTRUCTION ONLY J J11 111, !►2►1'1'1 EN61NEER'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.sswengineers.com . . (.) ry 0 .• • I i IL (D C:) �- C/) (D • 0 n 0 • • r LU • • • z 0 < Cy • 0 3:06 C/) i 00 I REVISIONS date M SITE DEVELOPMENT PLAN job 15-7256 drawn TLM date 06/23/15 checked filed SHEET 00 -- of -- f� T --=- T 7— T T T.:.. T:— jST:-- ST S7 Si �.5f -•- —: ST QST .. dT &T . &7 &7 c. �i —7 CURB INLETWASTE MANHOLE 3 TC = 475.55 RIM = 475.83 ( TC = 475.95 0 I \ TC = 476.59 FL 15" E = 472.60 FL 8" E = 468.34 i FL 12" E = 473.00 FL 12" E = 473.51 3 �� /FL 12" W = 473.51 z FL 15" W = 472.95 FC -110"75' 4i3 WASTE MANHOLE FL 15" W = 472.58 FL 8" W = 468.38 ��„, „� � ��.�,m..,. �,�„�w,�.w.��� n.� _ a _ o o_ 0_ L 1r P I C S_ T R E E T �_ 3 _ —��_ _ _ _ — — o� �� RIM 476.88 b — oy� I �C" `8°'NSE, �„0..469.88 °°� �� FL 8” W -" 4'69--:.x, 14 —8•w—w —w —w —w w —w —w w � w 8•w w —w —w —w —w w —w iww —w a"w w �T"w —w —w w —w —w —w —w —8"W—W —S�Yry w —w w ww-__ — 2• GAS —GAS —GHS —GAS —GAS GAS GAS G GAS GAS — — 2• GAS —GAS —GAS —GAS —GAS GAS GAS — GAS o GAS a— GAS —GAS — 2" GAS GAS —+- GAS —GAS O 3 3 a Wim— \ — 24• w W W— W -=GAS: W W W— W W— W - 24' W W— W — W — W — W W W— W W— W z4" W— W — W — W — W w— W — W — W W z4• w W— W \�W W— Vr — W W 24" W �' '_W�- W — W — W..: W— W — W W 24" W- 3 8 w , w sj Sr . Si 5T ..:.. „ ... .. . , — T z. 0 w. . lj WW —8• Ww — W' l Y/N ' ww — - ... c d . .. ;, WW WW.. WW .8" a OHW OHW OHWKr OHW W�067W,-i' WA{ off 1 �!— GHW— 0 w— GHw— oHw OFIW— OHW— OHW 0 OHW 0 _ oHW— oHw— 0 _ _ OHW— OHW— OHW— OHW OHW OHW OHV/— OH1Y OHW 0 (5)WM'S n zt3 r ---- I'll, 3 M� 89'57' 13" 319.97 E0*---- .......... * 2" ayn, ,. ., .. to X X . X—�-->�y{y�X------.X------. z" C �z �' SLIDING GAT Q /SLIDING GATE 1 oyk X-- �x URVE Cl 000 CURB INLET. � • a o 0 0 0 0 0 o a o 0 0 0 _ B �� '�� / _ oma\— �X�� TC = 475.45 3 s �E / BACKFLOW ow '" o / / / oNW FL 15" E = 472.53 N ! PREVENTION oNw — — -��x _--,1 " `"� iz ..: N a ( DEVICE I / \ o w x�- X wM \, o FL 15 W 472.47 �� � 9 I I � I 1 ' � , �...��°' I a _ R � I � � � � 1 i 4 n �r I 0- n EXISTING BUILDING G 7 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING MAP 17-02-30-43 TAX LOT 6400 UTl L 1 TY FLAN 5GALB: 1 " = 20,_x„ IV N MAP 17-02-30-43 TAX LOT 6401 I EXISTING BUILDING o ( MAP 17-02-30-43 ( TAX LOT 6700 UTILIES 5YMBOL5 E NEW UNDERGROUND ELECTRICAL LINE5, PER ELECTRICAL OE516NIBUILO G NEW 6A5 LINE ST NEW 5TORMWATER LINE W NEW WATER LINE, VERIFY 51ZE WITH PLUMBING OE3167N/BUIL0. WW NEIN WASTEWATER LINE NEW TELEPHONE LINE, PER T ELECTRICAL OE-516N/BUILD GRAVEL EXI5T1 NG CONCRETE BOLLARD, 5EE DETAIL X/XXX 'C.O. CLEANOUT, 5EE DEVIL X/XXX UTI L I ES 5'rMBOL S CONSTRUCT 6" WASTEWATER LINE. O2 CONSTRUCT 2" WATER LINE TO...... CONSTRUCT 6" EIRE LINE. OCONSTRUCT EIRE VAULT PER DETAIL X/XXX. OCONSTRUCT FOC. OCONSTRUCT 2" ELECTRICAL CONDUIT. VERIFY WITH OE516NIBUILO ELECTRICAL CONTRACTOR. OGONSTRUCT UNDERGROUND TELEPHONE GONOUI T. OCONSTRUCT I" NATURAL 6A5 LINE (VERIFY WITH GAS COMPANY AND OE516NIBUILO MECHANICAL CONTRACTOR) OFROF03EO NATURAL 6A5 METER. (VERIFY WITH GA5 COMPANY AND OESIGNIBUILO MECHANICAL CONTRACTOR) 10 CONSTRUCT 2" FRE53URIZEO WASTE WATER LINE. 11 CONSTRUCT NEW ELECTRICAL METER. 12 GONSTRUCT CATCH BASIN TO 5TORMWATER, 5EE OETAILX/XXX. 13 CONSTRUCT 6" STORM WATER LINE. 14 CONSTRUCT NEW EIRE HYDRANT. �i �G CV9 j505 IWUM ��t5U 5G% iL1� IN 2 34 2015 PRELIM. NOT FOR CONSTRUCTION ONLY EN61NEER&C 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 SITE UTILITY PLAN job 15-7256 drawn TLM date 06/23/15 checked filed SHEET ( ��o 0 C) ry 0 CY) LL CN z U) (D .• C • '' • 1 C -L (D Cf) X LijCL W C) • 0 0 1 z C) 0 LLJiU_ • 1' • • 0 CY-)5p • 0 �: 06 U) CL r 00 REVISIONS date by SITE UTILITY PLAN job 15-7256 drawn TLM date 06/23/15 checked filed SHEET ( ��o 0 6" "1y y "1y6 66 1" 6y "^y "1y "1y 06 "1y pb 06 "16 "1y 91 16 SL GO "1y b16 e? "16 1p "16 )6 y9 "^b44 ",(16 F-�QWM Q 1`ti 6 77.5 Owa 7.73 "� "�h 7SOppb 4iy 90 1. " b1y .��. Q , t, ot., "1 1y �y.'� ^h'��~ O ^ h� 16• 90 'J1, how "�1'�" y yy" "� s��� b15� e .���•„1������ CURB INLET „ CURB INLET R1��9'y g "11 m . 6 ,478.41. • 7 . 29 713 a75. 0� _476.4,�. 475.72 4 '476.19- •.478:2 476.5`4.. CURB INLET WASTE MANHOLE TC = 475.95 475.11 - ` a 1 ?y� '�z WM s P - ` = 75.98 0 (5)WM'S X 476.32 '^,.....,„....,... ,� 476.09- .47683 TC = 476.59 1 .. -a,4% „•..,, FL TC = 475.55 15" E = 472.60 RIM = 475.83 FL 8" E = 468.34 FL 12" E = 473.00„ „„ FL 12" E = 473.51 FL 15" W = 472.58 FL 8" W = 468.38 z FL 15" W = 472.95 `476 FL 12" W = 473.51 � O L Y M P I C S T�R E E T 116�Y b6 WASTE MANHOLE RIME 476.88 - - --- - w_ - X �- p - » -469.88 "1yy b1y1k a1y9a b16ys "16 "16� FL 8" W _ CURVE C1 DATA R = 373.00' A = 19 06 15 L = 124.37 CH = 123.79' N 80'29'40" W .251.,,„...-,.<--'W,....,,....�..._, """"« �Cvx aarsszro .a.: s Ear: zi r sm�as .c�<c�ar... :%z ..azay� ar+�5r y0 Gt� h�h6 h" ,��ru.a�rr O��,r 9 b '��r , . yy yp h" yyyp h16� M Of y1w Q 1 6p6y 6 ' `^ `a•� .��. Q , t, ot., "1 1 6 "1 1 b11 G 47 161 b10 O ...... .... . . 475:5. . 6 ,478.41. • 7 . 29 713 a75. 0� _476.4,�. 475.72 4 '476.19- •.478:2 476.5`4.. G y.yxiw "'^ "'°°°a,,, '°13. 4 p 475.11 - ` a 1 ?y� '�z WM s P - ` = 75.98 0 (5)WM'S X 476.32 '^,.....,„....,... ,� 476.09- .47683 .. -a,4% „•..,, .. - �.�• 476 0 47 L pb X13" 475.56 475. ; ; + 475.67X p • f " `, sa f 475.38X 475.38 1 w 8 4 ` .�,< >., 475. - X475.93 $9 "fir 47 1 ""-„`".,t? 319.97......,.__.A•74„8 473:72 �5;g `� 2-WX476.77 475.57 `.. .. b1 va, .„eV _ - .. _, 47 .96. X X 4 80 X X X - - - -- - - - a 9 - - - X X X --X X 4 XX .59 74 4 1 47625 6 75.07 474.97 47 .42 474.4 474. 75 ry .54 _•jh"--X 2 L :....,..,„.•,.�..�., .. ti �y a7s.13 a75.1s 1 SLIDING GATE SLIDING GATE `�° 9 -X URV t;. 477 • �G , 0 0 0 0 a9 E X �L o a a o - 0 0 0 / . •• o 0 0 0 0 1 1 C o , 6 CURB INLET o " "'~ "1 / x- - 476.30 - _ 1.0, "' 1 � B b1 y' b b6 b k'I „y .-„-„" 47� 5'� '�-�-^.... 2t: TC = 475.45 b1`'o blyo i °� b1y a° °475:92 - - - -4 _ 116. o` 1 BACKFLow / FL 15" E = 472.53 gj ✓ "� '', - ''4T aiX 476�t" s>>? 6 y �6 6 PREVENTION / y ,,. ,. ...._...... �•--... ,,, '�•., -~.. o 4 b• 1 S O ry » b � b a 471.96 "`""^--�...,, 474 x w WM `^w. >620, 5 6 _> - b1 0< 47 y 1 1h DEVICE a� •-3�-�.._......._..,.".. "'"�..,.,. '...,•".✓..._,.,.,. .57�'"�y FL 15 W - 472.47 e e p ''`7rNom. �> a77a3 X ^ _•_, 1b e1 ". X X �.47r32 _ _ r 41 `� x 476.64 CATCH BA IN s SIGN " 4717a _ - 4u. *- 1 X X X 475 FL 6 ST - 473.54 - _ " ."".1:76'" w ° X477.a1 14 RATE _X74.8.1 e ' • 47 . 2a -- -...` ,,,....... 7 .. Xo f ( 471.50 471.07 4J 17 475.79 471.63 FL N - 473.7 "1 "1�`X j SWALE � ___ 472 �_�'_,,, '• ., \ 0ti I + 1 66 471 7-0- �E- - - 4�1 §Fid A� nh 477.61 6 0. "• b0". ,',`�' 6• �--- 4Z1..2&.w.... 1.: ...,._.-�.-.- - - 6 \S r 6y ry b6 �1 "1 b1 b1 4 .83 472.05 -�f-y ^f �( _ .. m a y1h b1y b1 X CO ry ``° X 1 1yo y _. y- FL._2.._T.=_47Fr:27 ,�' �� p�. CATCH BAS{N i2 " \ l - _ ', \ A 4j6 475 "1"• X oe k1y hry, \ "16' yF` _ _ _ - - - -�E- - - - - -'- - 475 756 (� GRATE = 474.26 b1y' X b1 a7sss 475.64 x\\� b... „ : X 9 y eF� 476.8 `476.80: , .:. ':: ' eP b'` `� j 1 =' X 6 .. 472,82..47 .79 1 b- FL 6 SE y 4U2.77. 478.51 k r b1h 475<88. 1!) .• ..... ...GRA 1y OD X FL 472.83 X�� , •,....;., .1 1y'• ,:..TRUCK ...WELL. . -_' .. .. ,, •.:, 6 y. " B47 n ry �. b b b� 472: b` , a,. '. . 4 1y TRASH ENCLOSURE ; : ' . ' a1s.7s b1 b16 X ✓ ti 0 476.48 I >� 1 1 O " ph %'K\6 76.67 / - `J ;'CATCH BASIN co°. a75sa ' "1 by GELATE - /4%5.19 1 y' 475.33r , J y yh . o o FL 6,'N 473.99; z 1y' b1h. b1 1h b1h X b "CO x75:43 . 4 5.47 ... ..:. ... . . .. .. .. ....... , . .. . , a:c : j �" O. �. / &•. A� i €'. tl e;l I - U wf� U �p�me ��61-116 14n Py 4 L)F fa -t# D `. eiv PRELIM. NOT FOR CONSTRUCTION 1 l ONLY I E E 0"AS ING 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.sswengineers.com date by SITE GRADING PLAN job 15-7256 drawn TLM date 06/23/15 checked filed -- of -- 6v' FLOOR FLAN 5CALE. 313211 = P-0" N I O O AM 2 ?015 Originai PRELIM. NOT FOR CONSTRUCTIO ONLY IF E N 61 NE E R' S.NC 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 A0 0 M —M MAI 11 1L job drawn date checked filed by 15-7256 MAC/RRW 06/22/15 SHEET L% 0 (B -- of -- 0 CY) C:) U - Z CD co 0 C:) C/) C) 1 C:) 0-) Z z < cv) 11-1 Z- ry 0 C) C/) X LLJ LJJ ry 0 EL- 0 Z 0- LU oil O.J U) X (.D z 5p 0 cy.) E 0 3: OZ5 n C/) (D LJJ W 0- 0� z 00 REVISIONS date A0 0 M —M MAI 11 1L job drawn date checked filed by 15-7256 MAC/RRW 06/22/15 SHEET L% 0 (B -- of -- +22`—b 114 +22'—b 114 NORTH ELEVATION 5CALE. 3/3211 = V-011 W XE5T ELEVATION 5CALE. 313211 = /'-0" 5OUTH ELEVATION SCALE: 3M" = P-0" W EA5T ELEVATION 15CALE.- 313211 = V-0" PRELIM. PRELIM. NOT FOR CONSTRUCTION ONLY INC CIVIL � STRUCTURAL- BUILDING DESIGN SURVEYING z LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com a a C) ry CY) C:) 0 I I N— CN 00 0 C:) C/) C) I• (D Z z CY) W z ry 0 C) >< Ld Uj C) ry 0 EL 0 0 0 • Z 0 LL < zo 1-- ce) ry 0 OZ5 0- (D LJJ LIJ CL 0� z < 75 0 0 I IN a kyj RX91,24 date by BUILDING ELEVATIONS job 15-7256 drawn RRW es date 06/22/15 kvt4ovyni�'Vlf- K&W checked j 1) '' +� V, 50h M filed a, : JUN 2 3 2-015 SHEET Z%fp 00 -- of --