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Plan, Tentative APPLICANT 12/13/2013
SURVEY EEGEND SYMBOL ABBR. DESCRIPTION HATCH INDICATES BUIDLING OUTLINE ABBR. DESCRIPTION HATCH DENOTES HEXAGON PAVERS <4. -4 . 4 HATCH DENOTES CONCRETE 4- SD STORM DRAIN WITH SIZE �O� MH HATCH DENOTES ASPHALT AC ASPHALT CONCRETE CURB PORTLAND CEMENT CONCRETE w - - - -w- WATER LINE PER UTILITY LOCATES SANITARY SEWER WITH SIZE -E - - - -E UNDERGROUND ELECTRICAL PER UTILITY LOCATES DOUBLE CHAMBER CATCH BASIN APPX PAINT STRIPE PL -_SS - SANITARY SEWER PLOTTED PER ASBUILTS RECORDS C3.3 -SD- SID STORM DRAIN PLOTTED PER ASBUILT RECORDS wv WATER VALVE UNK UNKNOWN C3.5 IRRIGATION VALVE FHV] HVAC EQUIPMENT Fw-1 WATER VAULT SIGN FDC 44+ FIRE DEPARTMENT CONNECTION 0 BOLLARD (9 WELL ® WORD POST PUBLIC UTILITY EASEMENT AREA DRAIN (SQUARE) 0 POLE o ROOF DRAIN Co-> UTILITY POLE C5.0 UNKNOWN MANHOLE GUY ANCHOR C5.1 STORMWATER MANHOLE LIGHT POLE F CLEANOUT 0 CO STANDARD CLEANOUT BWALL @ SANITARY SEWER MANHOLE ADA PARKING Im GAS METER FIRE DEPARTMENT CONNECTION WITH SIZE F1 R M DOMESTIC METER Fa-i! ELECTRIC METER 4 CONIFEROUS TREE RADIUS= D SIZE AND TYPE AS LABELED In ELECTRIC RISER GV GATE VALVE (WITH VALVE BOX) CONC BROADLEAF TREE ® TELEPHONE RISER SIZE AND TYPE AS LABELED AD SQ SQUARE AREA DRAIN NATURAL GAS SERVICE WITH SIZE Comm COMMUNICATIONS CHECK VALVE (WITH DIRECTION OF FLOW) ELEC ELECTRIC HEDGE ROW ss SANITARY SEWER L5.0 SD STORMDRAIN FH MH MANHOLE FIRE HYDRANT IE INVERT ELEVATION 4537 DEC DECIDUOUS A-301 DL DRIPLINE DCD DOORWAY 3.0' DOOR TO EXISTING SLOPE= ELEVATIONS - SOUTH ZONE BUILDING OR SIZED AS NOTED A-304 1 t 1 � , . ■ m OWNER AND APPLICANT LAND USE/CIVIL GGP-GATEWAY MALL, LLC BALZHISER & HUBBARD ENGINEERS, INC. OWNER'S CONTACT GEOFF LARSEN, P.E. 100 WEST 13TH AVENUE ROUSE PROPERTIES, OWNER OF GGP-GATEWAY MALL, LLC EUGENE, OREGON 97401 ERIC DINENBERG PHONE: (541) 686-8478 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 PHONE: (646) 593-7685 ARCHITECT PERKINS EASTMAN ARCHITECTS, PC TONY BOTTA 115 FIFTH AVENUE NEW YORK, NY 10003 PHONE: (646) 225-6247 TRANSPORTATION SANDOW ENGINEERING KELLY SANDOW, P.E. 2911 TENNYSON AVENUE EUGENE, OREGON 97408 PHONE: (541) 513-3376 CIVIL SYMBOLS AND ABBREVIATIONS LIST SYMBOL ABBR. DESCRIPTION SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION 12"$D SD STORM DRAIN WITH SIZE �O� MH MANHOLE STRUCTURE AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE 8"SS SS SANITARY SEWER WITH SIZE SITE PLAN - OVERALL DCCB DOUBLE CHAMBER CATCH BASIN APPX APPROXIMATE PL PROPERTY LINE C3.3 SITE PLAN - C AD C3.4 SITE PLAN - D C3.5 SITE PLAN - E 4"W w DOMESTIC WATER WITH SIZE G) AD AREA DRAIN (ROUND OR SQUARE) BLDG BUILDING PUE PUBLIC UTILITY EASEMENT GRADING PLAN - ZONE D C4.4 Go C5.0 STORM DRAIN PLAN - ZONE A C5.1 STORM DRAIN PLAN - ZONE B 6"F F FIRE SERVICE WITH SIZE 0 CO STANDARD CLEANOUT BWALL BOTTOM OF WALL ELEVATION PVMT PAVEMENT 4"FDC FDC FIRE DEPARTMENT CONNECTION WITH SIZE F1 R M DOMESTIC METER CL CENTERLINE R= RADIUS= D C6.4 PIPE WITH FLOW DIRECTION ARROW D4 GV GATE VALVE (WITH VALVE BOX) CONC CONCRETE RD ROOF DRAIN 1-1.0 G G NATURAL GAS SERVICE WITH SIZE N CV CHECK VALVE (WITH DIRECTION OF FLOW) CONST CONSTRUCT READ REQUIRED 4W- L5.0 CONTOUR MAJOR EXISTING FH FIRE HYDRANT ASSOY DC DOUBLE CHECK (BFP DEVICE) RIM STRUCTURE RIM ELEVATION 4537 PLANTING PLAN - WETLAND MITIGATION AREA CONTOUR MINOR EXISTING A-301 FDC FIRE DEPT CONNECTION (SINGLE/SIAMESE) DCD DOUBLE CHECK DETECTOR S= SLOPE= ELEVATIONS - SOUTH ZONE A-304 ELEVATIONS - NORTH ZONE A-305 ELEVATIONS - NORTH ZONE (BFP DEVICE) 'STD ELEVATIONS - KHOL'S ZONE AND EXPANSION 4W A-307 CONTOUR MAJOR PROPOSED A -308 PIPE TERMINATION (PLUG & MARK) DIA DIAMETER ELEVATIONS - MULTITENANT PAD 2 STANDARD 463 ELEVATIONS - PADS 3 AND 4 CONTOUR MINOR PROPOSED A-321 ELEVA11ONS - PYLONS ADA PARKING SIGN ELEV ELEVATION sw SIDEWALK C/G CURB or CURB/GUTTER DIRECTIONAL STRIPING EX EXISTING TBC TOP BACK OF CURB -- R - - - R - - - R - - R GRADING RIDGE LINE ADA STENCILED STRIPING FFE FINISHED FLOOR ELEVATION TC TOP OF CURB ELEVATION --v ---v ---v V GRADING VALLEY LINE DET DETAIL REFERENCE - FL FLOWLINE TFC TOP FACE OF CURB K 10 DETAIL # OVER SHEET # -LMT LMT APPROXIMATE LIMITS OF PROJECT WORK 5Q FS FINISHED SURFACE ELEVATION TP TOP OF PAVEMENT ELEVATION (LANDSCAPE AREAS) - SC- - -sc- - - SC- - SC PAVEMENT REMOVAL SAWCUT LINE 12 KEYNOTE WITH HMAC HOT MIX ASPHALT CONCRETE TW TOP OF WALK ELEVATION REFERENCE NUMBER PL PROPERTY LINE LF LINEAR FEET TWALL TOP OF WALL ELEVATION EASMT EASEMENT A SECTION REFERENCE - MAX MAXIMUM TYP TYPICAL -500/ SECTION # OVER SHEET # ROW PUBLIC RIGHT-OF-WAY ME MATCH EXISTING UTIL UTILITY MIN MINIMUM t N i LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP CAROL SCHIRMER 375 WEST 4TH STREET EUGENE, OREGON 97401 PHONE: (541) 686-4540 SHEET INDEX PROPERTY/SITE DESCRIPTION C1.0 COVER SHEET C2.0 ASSESSMENT OF EXISTING CONDITIONS - OVERALL PLAN C2.1 ASSESSMENT OF EXISTING CONDITIONS - ZONE A LOCATION C2.2 ASSESSMENT OF EXISTING CONDITIONS - ZONE B LANE COUNTY, OREGON C2.3 ASSESSMENT OF EXISTING CONDITIONS - ZONE C C2.4 ASSESSMENT OF EXISTING CONDITIONS - ZONE D � �c- co u� C2.5 ASSESSMENT OF EXISTING CONDITIONS - ZONE E C3.0 SITE PLAN - OVERALL GAP- C-461�aij K-a ,1 C3.1 SITE PLAN - A C3.2 SITE PLAN - B C3.3 SITE PLAN - C C3.4 SITE PLAN - D C3.5 SITE PLAN - E C4.0 GRADING PLAN - ZONE A C4.1 GRADING PLAN - ZONE B C4.2 GRADING PLAN - ZONE C C4.3 GRADING PLAN - ZONE D C4.4 GRADING PLAN - ZONE E C5.0 STORM DRAIN PLAN - ZONE A C5.1 STORM DRAIN PLAN - ZONE B C5.2 STORM DRAIN PLAN - ZONE C C5.3 STORM DRAIN PLAN - ZONE E C5.4 TRIBUTARY AREAS FOR VEGETATED STORMWATER TREATMENT C6.0 SANITARY SEWER, WATER, AND GAS PLAN - ZONE A C6.1 SANITARY SEWER, WATER, AND GAS PLAN - ZONE B C6.2 SANITARY SEWER, WATER, AND GAS PLAN - ZONE C C6.3 SANITARY SEWER, WATER, AND GAS PLAN - ZONE D C6.4 SANITARY SEWER, WATER, AND GAS PLAN - ZONE E E1.0 SITE PLAN - LIGHTING/POWER/COMM E2.0 SITE PLAN - PHOTOMETRICS 1-1.0 PLANTING PLAN L2.0 PLANTING PLAN 1-3.0 PLANTING PLAN L4.0 PLANTING PLAN L5.0 PLANTING PLAN L6.0 PLANTING PLAN L7.0 PLANTING PLAN, PLANT LIST, NOTES AND DETAILS L8.0 PLANTING PLAN - WETLAND MITIGATION AREA A-301 ELEVATIONS - SOUTH ZONE A-302 ELEVATIONS - SOUTH ZONE A-303 ELEVATIONS - SOUTH ZONE A-304 ELEVATIONS - NORTH ZONE A-305 ELEVATIONS - NORTH ZONE A•306 ELEVATIONS - KHOL'S ZONE AND EXPANSION A-307 ,ELEVATIONS - HOMETOWN BUFFET ZONE A -308 ELEVATIONS - MULTITENANT PAD A-309 ELEVATIONS - MULTITENANT PAD 2 A -310 ELEVATIONS - PADS 3 AND 4 A-321 ELEVA11ONS - PYLONS A-401 TYPICAL WALL SECTIONS COLONIAL DR. >- KRUSE WAY ,x A W<��j ' I 3 ((WILLAKENZHE RD. SLMSTA17ON CARDINAL WAY HAMPTON WAY BIRKSHIRE z f:W1:N:C:H:E:ST:CR WAY 0 0 N LP. KING S CT. rn 0 EDWARD uj 41 TINAMOU 0 w POSTAL WAY LN. . LN. 7; MALLARD AVE. rAW �Z ELWING AVE. BIRD 0 FLAMINGO AVE. PARK LA s 0 n PINEDALE] AV 44* ST. PAUL c SCHOOL DULLES 3- F SPRINGDALE AYF• ROBIN PARK ARISti 0 z < AVE' L DDIE SAINT U1 VERNON N WAY 5 BABCOCK KD LE DR- SEWARD a AvE . I OAKDALE z MARTCT. H LN ST ui . AVE. z 0 FKIRK I - 'V CROSBY m CLOVER AVE. AVE. Lo C viii V) :-1 3: < 2 ALL N m La 0 a: CHATEAU A, OL >- AV :2 ALL z a RD. H A Y -0 -EN -j WASHINGTON -< MEADOW �<- SCHOOL C: L) u ir c GRE < V-: z GUY LEE < SCHOOL LINDALE DR. D. LP. WO < Bz ui LENE > La ui Lu 0 La Ix w w �z V) a. PROJECT DARLENE OLA PARK HICKORY -AV E. LOCHHAVEN LOCATION < z VIEW >- ERS V�IEWAVC- __AVE. SIST SCOTTS GLEN z S' PL. z INEI MAHLON AVE. z z°o (n -j WESTWARD HO AVE. VICINITY MAP PROPERTY/SITE DESCRIPTION NO SCALE TAX LOTS 2109, 2200, 2218, 2219, 2300, 2307, AND 2305 (LANE COUNTY TAX MAP 17-03-22) PROJECT LOCATION LOCATED IN THE SIN 1/4 OF SECTION 22, TOWNSHIP 17 SOUTH, RANGE 03 WEST, LOCATION WILLAMETTE MERIDIAN LANE COUNTY, OREGON LANE COUNTY, OREGON LATITUDE= 44.0731% LONGITUDE= -123.0454* TOTAL SITE AREA = 70.0 ACRES � �c- co u� IN P 2-13 - 000 (-1 5i+e, ko&fit - �k4r- GAP- C-461�aij K-a ,1 o-� 50 Pmy�s V���D PBOF9��� 74512PE OREGON ill EXPIRES 12/31/14 Fm uj uj • 20 -99 YR 11ME OF TRAVEL ZONE a 10 -20 YR TIME OF TRAVEL ZONE Al OPEN CHANNEL WITH WATER 14' Storm Sewer Easement 39 � 10' Utility Easement In ters QUALITY LIMITED WATER COURS..3-8-1990 ,�90 11195 10-30 -)996 A73241 tc t � & 6 -18 -1996 #40795 12 AND WETLANDS DESIGNATIONS �- Access Restricfions os Per Deed Rec x x - - -_"°' _ _ 13 Deed Rec orded Ma orded June x x x ® sic " " - - _ _ _ _ y 5, 1958 Reception 28, 1957 Rece tion -�. J x s0. ,. p Al •yam > x x - -- _ _ _ _ _ ` No. 38851 Lone County, pre o o` 16055 and O 39 10 Utility Easement ` ' " c 10- 30-)996 ,�,7 O I f` 17 18 x x 9 n Deed Records _ "` -- - - - _ 36 & 6 -18- -1996 X40795 12 30' Storm Drain Easement (• -E-'''- \�.--- �'oodway Eosernent 2 -21 -198 r„' -�- .., x x stc� " '_ „- - x 14' Storm Sewer Easement 9 24 -1976 ,f50098 " "` 3 -8 -1990 90 11195 -.... 60269 & 50270 & 5- x _. ,..._ ` 2 105' Utility Easei»»�.°rtt �X --. ,�„_ 21 1962 ,702.48 � ' .. -• ..�'~ -- �� x "` - x ` " ` " - -- - 3' E/ectly'cal Easement t'� .. �R 1055 -07062 � _____ ... -..... 1 — ~�Za . • `o "-`- "' --- ---- ___._ .:.. ... .. - x x siaa ." _ _ 28 -1989 ,4,3900 ra - ♦ X I Trod' G b x -- `` ., - A 4- . X + • J p • ter" LoadingDock • b• $� ` , • , ..�.,;� .. AG, Y:-t 1! r , x.r_ . x• N04 4134E 2647. ,-...._ 83�} 10 Electrical Easement ` -A `` ¢ ~" l 9 28 -1989 3900 x E `� $ i i7it Ea AG o N'40'OOE 59665 - - - , +`.'` - .... =��`�` -�- �' ' `,�; a b 4 �' cement 2 -1 _1962 ,'S 60 )4' Sanitary Sewer &Storm Oraln ry INalMart I j` ,�` , -r `` y , Y , A ._ ___ AG - -1 ``� :- r.;`' - �, 269 50270 7 �'"''`� 1� 1 AC• Easement 9 24 -1976 ,¢50099 Qtt ��.�...�� -' - -+ , - "- - - /'�- "'`.; 4 8 ``,�, ,Y -" • � � w I Neigborhood 4 =- -- - - - ` b - sip h i • Market _ y Y �s4- ¢ 1 22s• -, - 'G' -,a- ' `t Q . ,�a G I - b . -. -- 2' Water ' - -'� :- ``�'` �: -�-' `; ; -= " =- ; j, ; , ,` ,, ; • .cam.+ '•. h X38983 - line t' `. ..� ` vlti r `� • t? �� /tJ q o •� , Easement ' ° - -' ♦ "'.- ---..: , ; ; ; ' ; ; ' `, ; ? " >�_ `AG r'' - ,� • seer• f. �? W o - , �. 23 1990 $ - 1 8 ' ` - -; �`� _ ` � , , `, ? -r, >! __ PARK/ r/�j�1c h - #48986 C - ,, sICtd e'd ,v .Y Conc. b - ' 'ter Y , , ; ' ,�` r r •6,• � � �. .t- � � I? , ' t , ` >� ` , v , t r i.. i 1 yet " , �� o °o If I • } �, q 2 , - N tt s A r - \ Porce! 1(fee) Recorded 4/6/2007 "' E , Reept, .722874 Lane County - ' ry j 12 2 _ ; 1 , ; -'�` ; ; ` _ -1 ;'; ; -," Deeds and Records. Tar et .,�. 4 ` `,r; _ . rax -22 2 1 sr 40 00 _ y A --� ` 1„ -_ Lot` ��• Cy m » H' 146.92 ❑ b a. r-; A FOpd 3,$p© AC � g sq• 97• 4 b 1l � r�• end S 10' Uti /it ,E'a a. 4 8 Cr``° i tr -re'S 1a5• .so,5' ent X11 -16 2001 j�o - _ 4 - -�' �s C�nem o n �, 03 22\ � � 1 �' 8 ark ... p 'V Tax Lot 2,.30 �s4' A - -- � 4 ' �, >:W z3 �. 194• N} \ \`° 9s• Conc.�X��, a Parcel 2 & 3- Easements) variable width for W \ N ` - � r-'- bicycle /pedestrian facility maintenance R �on Hudson Coroorotian ,o° ° �} � ,� 12 _ b~20- .0 41 ,doter /ir1e L"asemen t = a" - ° 4 -06 -2007 Recpt, No -2007- 022874 11882 � q 2 23- u' •,_ �, °0} �, `\ \��, £ 19,90 i` 48986 7� \ ry 'OQ.� =�_ x Lane County Deeds and Records 7.2 JQ` t4 E rG+s' ° \147' o \ h ,Q \ • . 5 z�, ❑ � �~ �t � 179.3' � Gatewa Loop ° 60' R/W i r 1s 5• ' AC Co c. N 142' \ "' ° q 72• '� b $ - b ' ' ,� w (S8570'00 "E 35.78) 5767557 "W 73.46 - ` b ° n (N34 3903 "E 84.36) Gate \151' AC ' PARKING `•' ' . ' ':r' ``h, >-�y .' - -- . , Y, ;` :� c,.- `h` , r-•- Sears B/ 5 \ - Conc. Q Sporting AG 5k; �- f - ; - `,� Az Goods " \, ` `2��0 ,t` : ' - ;� '� - :r- ' �' . : ;,-': 0 Q 24' `I3008 {N ' k•00 - `r;` -�'� 4 ' ° 878• ' '�'� ou oterhne s5' A � �.., iQ �• :-�''` �- osernent 2 -23- F- /W . '';- 8986 Movies 1O. 1 ao b .pt. �y •��� • G • w" '' r . ' -±' , - , 288' • •• �o C3 �o ubl� Mai entrance cH s737913 w erl y �, .�. ,� 4 ,- , ,,` -,,, a 54' 142• A 296.53' b -8ed 1 .�\ \ ��'`` , }y(�jJTjy� `r, '� -''^ r- t zoo' A A� 02.0 L= 296.67 L- _ $ - , ' ` , - - -'� o; �. `. , ` ' g - _ ~+ - `� ti --�- -✓ $ ...� ' , Kohl's rte, • ---- -,--_ R= 2819.79' - .. y -- �..- `,�, t - , r.' 4 ' t /•, � \ �jt ,. ', ` r, -t .r � >? ,�, b r . v'- 50 r I' .� ` q, a 4 b' -~ .�... AG w • !, ` `I` ` - -f `. n -► .o -f .r - . .,v ,+ � :J' ` ` `. ., ,•' ,. -.,o - -' 1 -•'• `•, - ''- ,`, p!"r�S. ,,�/ � -r,` - '„'T`` �.•si • "'.C:± - '' .t'' `l i- , \ t,. 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' . e ' • ` L' "`\'i ` - „r'•J7tT �"r+• � / T � `Y ',- `.i ,, ., ,r ,i`e` ``` r` ♦` `a.' ` 1. ` !.' - Gy,, 1 ` .' ♦ '•= .r - r ,1- . � G./ + � �i ' `. . �" .i ` - 1 -' ' 1 -'' `� • - 1 � ,• `�. , --' ,` -- d `.y .{ ` , -f .,' ` , 't °•+ ( -' `r, `` 1 -.' . r ` ' v'- ` ! '" -` %" `t ` - -Y' O^ � �� 20 U811t Easement e- R �:`'k�.` , , ` , ., - �• - C? .•.!- : w•• '�" R )055 07062 '� �cS' �' `,�. - L - -' - --' - Aa S At'.►' 1`ti r,` -i''- - �o �Q �' ' - - , .1. ` ,p /Q -r'' r ♦' - /' y' -''• •t``` -..r' ..f a r ` , -r I �7 - AG' ,i , `.e % i✓ If ` - „i.- `''",�.r ` b �♦ ,``'``♦ Ar*+. 'r ® ., -Y ,r ' ,y - -' , -, 1< -' Q AG ,r -' •,`` r ` r.,'` ter. �' t . , t -r `' P.ARK/NG ' J r' o N00�'!4'00 "W )25,68 - . ,, -(+-- -''i ``,l, + 1 1 ; i i i i i ' , , .�`. 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Stevens awn o Conc. -�- ♦ cr - : ` -r:' • • - .y -'. ; : >? ; ,�.- '`.`, - ��J, - _ ;��� L N N �� i . se,� a N6 It ¢ - t - '�' `!. ` -•�`• 'r- d' T17S.,R.JW.., WU. �c p J ► J Aa n :r £�v � (SO47129 �E 65.26) �.�' G(�?� '`r ` 1 ��.,dRK�N.� :- - .. -i {{��.. ,.,.�•,�•�•, ' ' ' ' ; ; � ¢ $ � - �% . - ``i ♦' `r - -r -- i -'' irT; , , ` ; , , r I 11- ;;. �$ s`9 r " �� ,; - _r -- ^ 3 -)959 ,f82428 1 ".G''" ti(1 \ `, , ; ,r-' - • C 6' Utility Easement °a Lawn n dr \ \ • �! ,; - -L"'- 0t!' �i� y�, `; . - ° -' ;i -' p n �' AC. ._ C 6' Utility Easement �i 10 -30 -1959 X432151 >�t \\ �jy . �y` ••• -yam.. i V - )r -- 7 ``I ♦ ` - ,�' ; - -Y -- Y '1 ♦+l •d t �,u �. Ir 1q�r i Vi r + I 0 `'6 � ; � cB >,, a' , o- -; � b `> •s, 170 PAMINO r i P A /NG ® )0' Electrcca/ Easement 9 -28 -1989 ,93900 Cc> AC LAN SCALE _. Ldwn m � � �, SOUth _ _ � } _- .,_.,. .� � PARKNG • � - b .� p V � � 0 100' 200' 11 HAS BEEN RE- DEVELOPED woo -- Bank CH- S02.4s21 "IW X222.48' `- -- _...... .._ _ so4;5T57 "� _ -- ,r�w�, "�" R= 2904.93 ---- -- 800.07 '�' ° -- CH= S1555'15 "W 20.14' �w_ 1, SINCE SURVEY WAS �',. r'' _- ---.�. 12sgsq rt. ,� L= 2253' Gate `_ -- ---_.� �. - - - - - -- - - - - - -- , _ SCALE. 1 100 PREFORMED REPLACING = " + cH= s1172o4 w 1954 �Cxy'tre�t(puerc)R Yari ._. ,' R 530 7 Utility Easement ' " L= 20.27 CH S09 46 48 E 2483 05 9 26 -1997 #97 65399 -- ' HOLLYWOOD VIDEO" WITH R= 2904.93' R= 19.6 J f l0' E/ectrrcol Easement „ `- :� a L= 248..12' S39'45'43 "E 46.13' 41 L= )9.66 5- 4-2002 ,2002- 042936 S27`39 44 E 46.37 BUFFALO WILD WINGS ' " Exception to Deed to City of Springfield CH= S103153 W 49,75 Recorded October 9, 20+08 Reception No. 5 SD45757 "W 85.15' SO457'57"W 14874' CN= S1555'15 "W 48.27 RESTAURANT S05'4371 "E 87.27' CH= 5023123 "E 179.44' R= 1270 2008- 056324, Off�cia/ Records of Lone County, , SHEET N ®TES R- 2917.93' L= 50.07' Oregon. 39 10' Utility Easement S26 54 23 "W 32.12' R= )27.0' FLOODPLAIN INFORMATION Traffic Signal Easement L- 178.46 Traffic Si nal Easement L= 48.56 3 -8 -1990 )1)95 10- 3t�1996 ,��73241 9 FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) No. S)730'1I "W 31.92' 3E7 & 6 -18- -1996 X40795 3 -8 -1990 11195 A1039C 1133F USTS THE SITE AS '°ZONE X" WHICH IS OUTSIDE OF THE 500 -YEAR FLOODPLAIN AND NOT WITHIN A SPECIAL FLOOD HAZARD AREA. ALSO, ACCORDING TO THE CITY OF SPRINGFIELD WELLHEAD PROTEC11ON AREAS CONTAINMENT SOURCE INVENTORY, THE SITE LIES WITHIN THE 20 -YEAR AND 99 -YEAR TIME OF TRAVEL ZONE FOR THE SPORTS WAY WELLHEAD. SOILS INFORMATION THE NATIONAL RESOURCES CONSERVATION SERVICE (MRCS) SOIL SURVEY CLASSIFIES THE ON -SITE SOILS AS COURTNEY GRAVELLY SILTY CLAY LOAM, MALABON SILTY CLAY LOAM, MALABON -URBAN LAND COMPLEX, SALEM GRAVELLY SILT LOAM, AND SALEM -URBAN LAND COMPLEX. DEPTH TO GROUNDWATER IS ESTIMATED TO BE GREATER THAN 80- INCHES. TIME OF TRAVEL ZONES (TOTZ� THE DEVELOPMENT AREA IS LOCATED WITHIN THE 10 -YEAR TO 20 -YEAR, AND 20 -YEAR TO 99 -YEAR TOTZS, AS SHOWN IN THE PLAN. WATER QUALITY LIMITED WATERCOURSES A WATER QUALITY LIMITED WATERCOURSE (WQLWC) IS LOCATED ALONG THE WESTERN EDGE OF THE PROPERTY. THE WQLWC IS NOT AFFECTED .BY THE PROPOSED DEVELOPMENT. HOWEVER, THE APPLICANT IS PROPOSING ENHANCEMENTS TO THE WQLWC AS A SEPARATE BUT CONCURRENT PROJECT. WETLANDS ARE PRESENT WITHIN THE WQLWC, BUT HAVE NOT YET BEEN DELINEATED AS PART OF THIS PROJECT. EASEMENTS REFER TO THE PRELIMINARY TITLE REPORT FOR ADDITIONAL DESCRIP11ON OF EASEMENTS. TOPOGRAPHIC SURVEY INFORMATION EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON FROM SURVEY PREPARED BY SWANSON LAND SURVEYING, TITLED "ALTA /ACSM LAND TITLE SURVEY ", DATED 10/2011. Sheet Legend: O Record Data - Deed R1840, Reception IMM No. 93 22454 Lane County, Oregon Deed Records. Fence • Easement - - Centerline Conc. Concrete Ac Aspha /tic Concrete a o Planting Strip /S" Concrete Curb Trees or Shrubs Power Line Tower -a• Power or Te %phone Pole 0=* Sign Uj uni Light Post Handicapped Parking Space • Monument Either Found or Set uj (See: Survey for Genera / Growth Management, Inc. Dated January, 1996 Lane County, Oregon Surveyors Office o � 20 -YR ® = 20- YEAR 77ME OF 714A VEL ZONE (T07Z) e ® 99 -YR m 0 99- YEAR 77ME OF TRA II ZONE (TOTZ) — — Lw _ — APPROXIMA 7Z- L /M /7S OF PROJECT WORK Building Heights (Letter on building corresponds to height of building location) Sears -25.5' Mail area -24' Cobellos -27.5' Target -22' Mo vies 12 -31.5' Corls Jr -15' Applebees -17' Hollywood Video 15.5' Big 5 Sporting Goods -23.5' Roadhouse Grill 21 South Umpqua Bank -23' Circuit City --25 Cinemork -42' Kohls -43' _ sy 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 - 345 -5303 ��11 PROfFf� \S� INF � 74512PE9 OREGON cF�T. � `p�s�� EXPIREs 12rsvu Is _ • IMM i Uj i Uj Uj Uj uni r, uj • >= Uj Uj 0 < U.1 Uj MI • Is _ • DATE DESIGNER PROJECT 2100-024-13 FILENAME • • i DATE DESIGNER PROJECT 2100-024-13 FILENAME • • O SS MH RIM ELEV= 436.30 -o k 0 10" IE E = 427.40' 4'. J� 10 IE NE 427.37' Jos 8u IE S = 427.60' A JL e, J♦ 4 - STRM AD SO RIM ELEV= 435.82 8 IE E 432.9 SUM ce C) UNK MH r RIM ELEV= 438.32 4t C:) C) C) C/) m m m m m o p-p CIO m C) C:) C) Cl) C) c cn 7m C) SD DET MH 2z c c T;ll m C) D DET MH ;r% 2z CD RIM ELEV= 47.37 ?z RIM El 437.36 C) IE 428.30 4t, ui I E X,7.25 > + m .. ........ ... 437 C) C) ri 0 C) IA 10 its cl rte: _ .. _ • cn -Nit, - 7A 436-od C0 US 426. C2 C) V x r us 4 W "Owe rn cm R 5 in IRECTDIP ui 9 c '. rr ui fi 434 o ti rt c ad-am FM C-) Cl) au ui TR 00 AD SO C, Cl) 03 CD RIM EC 4 RIM LEV=5�433.26 3.3l.- all TE W= 430. 811 IE E 430.86' • CNI 83 43� 8" IE W 43 82 'SU 428.9 'SUMP 428. 8 Cl) 5 sr s uj ;Poo 4 ♦ 35 cn Mop- .4 *mmv .00 r- M cii or. cn) U2 ©C7 71 ui IUL CD_ C2 -435- T_ m CD cn &L - + bU AD SCr.- Fn IE W 432.38 rrq RIM EL= 35.30 TL M SUMP 430.35 r r cn cl) .436 M SD MH t 0 0 r RIM EL= 435.80 C) 36" IE N 429.34 36" IE S 429.3 rce 57 0 C" 44 C') - - -I --F= , a I .. . : ., . cn. I �29 cn S AD SO RI �4.24 6 IE N S cn 0 1' -432.84 3�' 61' IE f;�� SUMPI= 492.74 RIM 4 m 43 '714 ft�o is cu C2 r cn 3� WIE 4 rm" r IE C) Ir C) •,r •s a`� '� 111{. i. t tt r'- w ` •t ••r' `F" '4 i• a•�.e,,,:'- k`•',P: ' a,.. a• .;a a _ •a ^6•.'•' >' 'xP 4a • • - ;: -a ( + _ ek •,� .. rt rt "i.G .i . - .,ty 7 CA. 'Aw 08 SD DCCB-j m RIM EL=436.15' ZfE IES =A3,C36! SD DCCB -ca SUMP 432.35' -BIUL-436. SSMH 6" IE S = 434.8 -.--RIM ELEV= 437.94' _ SUMP = 432.86' 8 N IE 423.14 '81, W IE = 423.24' RE 811 S IE 423.29' SHEET NO"'IrES. 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 - C4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��D P80fE� 74512PE OREGON T I EXPIRES 12/31/14 KEY MAP NOT TO SCALE C2.1 .- m C:) � �6_ � -,We t OBfAN INVERT r- may. �g -P-- -vt '- 5,. _ ?z �, . - -.4 -.b. i 2z �z �z P� ?� �4 E12-EVATIONS I =?z "a C2 r- Zoll ,a 0-0 rn I r- 2 f; m I I I I r-- SR -------- ---_--- 6" IE E ,,, �"- 3.78' �E C" C-� o. Sul 0 c 081 r- 5. 0 C 5, \ 0 c:) a i; -0 q; ' v__ _v.1b C"_ ca %;t 1 C3 C C3 C ;1< r- r- 5, 2, I m -1 - . ,t,.,.�4: ........ - .. *.&,, . . I . 'a, -- , . .*.t A . I " I •.- '.u'.: * I , . . . . Pa I _. . . ..: .1w, . I . ,�.... . . I .."'! ,. . . . . I, , - . . .1 . . - I . .. - * . . • . & b. ,� ., , 20..•' • . %, - I __ - -.4 . 1107 . ,6.�_ , . _� I- . . . _- . . . - -!A . -'-'. - , � . . • . 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I . ,.b . p i , - ,�. . .. 4 , _ . - cn 9 .4 .. . , I .�m'1.1* % , . - A C" .p. = , . . .m _p_ . ;w ,a - .4 . 4 . .. . . . Uj - . , _o - - N I .. I -4 ;, I RIM ELEV= 436 * 36 . - .' .. .... - - - - - - _0=:=cn - �' _pt SD DECK DRAI _p I . . . .1. . . . . _101 o g - ��,�. ...... � k, 1. � ..I,. ". .. ... ` --- .? �,A - : - � - . ., - - , . . 5= * - - r- T., . . . . . . �����11111111'. I . PA - , - - o C; .�= - Q C-) = .. . , SO AD SQ _1:!! . . 1. .. I . -1 ,; - :4.:. . . . . . . r;,.",.,,- 1.1, . k r- 5, .. . * , % - 2; - =?Q'� * , , , = 3) C-) : . , ju - 8" E IE =- 433.131'f *:I" 46�..' -0 0 C 'o . • - RIM EL=437.27'?Z SO DECK DRAIN a g Jt -P: .: . . .; L r - __ . -4c RIM EL=437.13' . AW r 3,-, ,t,4��/,, -, - ��, ; .!,e - , ...: , '. . .., . . . rrn i= =. 0 g : tV.--., ,-. SUMP = 431.02 ; . A 1� I I . P. . � *14 I C1 1. _* ` • . . * RIM EL=437.53' � r- �, - ': -01,- ': r, o -5 �_cw 't . Z, .I- .k'- . ... I • . - . .. . - = cn- , , . I * & . 4�. m a). 1. , . , , . . . J. - . .. - 1. I ��., ., r! - , , , r- r- C-) , I I : roop �; _U I t "N" c) .% - - -- - c) , * . ;M2 04 � P Q = .A:� --I. - . . m '_ 0 . . 1. A. . I MR ca . - . ! . '. Fn I . . . ., a a - .1. . I " �. I I m - -c?� . .. ... . �; I . . . , . r . . 1: 0 .- .. A . . : N - * - . . - I . . . . 1. , I - . I 0 ..: �. * • . , * . ID n'4: ; ,-- .� & 2. 1 _tp �pp .' - V . , 0 - . , I 11� '. . , I I I .. - - t:� . - . - .. . A . . / . . . . .A - j_*- W'*� - , LP .. . .* , . . . '.. . �- . . . .. . . �� . , ! - * ; , . 1. . . , . . A#, . 3;p- " -, -, ' - - tp. � I., . .. . .f_ ,-. : - . I., � - . . * .. ;< 0 C2 ft ,- , " . jt� , . . . I . � I 12 . A. ..:.. * , &-'iJ:-� T . I . .. . __..: I i �j C) _... �� A... .* . .. t , " -6 0 4�.:. , . - - - - � CD i� !4 0 :9 0 . `* .. -- - , ., 4 . & . � 06, '. , - 1'. . : I � . M - . I . �_ - -. - -- - - .- - I ,.'J� 1. 19-, ,.� I _/ , . . _�� - . � -, - �_P- A, :n :g or z c) ''. - *0,; .'a/. . . . . ..: . . . �. . ` , � �� . " - , . . , I . t-cl . 1� "I . . * " I -14 '�,-i .:, : -1 . -. %I ... C:2 09 A 5 m c) . A.I. . I . . . I C2 -0 - I I . , 14 � .1 " _. . � 0 -0 I . .. , - , , , 11 47. & . , , . I . , c:) . I . . .. 21 TE r- 2 � .o., . - , 1b . - - - . .. A' t - I - - $. - 0 Cie - .A. "'.t. . -. - I - - - - .� .; . , ; .. r ., * . . i,. a. , 1.4*.' , I— h !1A 1, -, . ': I I - - ._- J±t�5.. I .. *,.. . SO AD - - a 0 o �.-. .-.*, . * • - . , , . .. - . . ..* 1. r- m . 0 C3 . I � . . _. . . . . . C-) C3. • - - ) CD ___ _ - I ..- - - . -:- "RIM ELEV= 435.83'.' 1 - .�. ... -,% r , - - - . -'. � . . : :,!U. . , . 0 - - 1.1f . . . I . - . . I .I I . ' ."e I- c:) C) I . - - . . . . � . , . I . � I - . ". : . . '. 11 I . * . . , . I . 1, : -.. � Go i , , ... . . '. , . . .. .- . - - - - . . I w- - X" : . . . I I . . . .. . 8" N IE = 434.12 . - - . .... �z I r . . .. . *�F cl) .. . . . I . . . . A*F - I i.k . . . . - . . ... .. . . . - . . I .. . 3;-. .. 7 � - - 'I " ' m " - - ---' - " - -, - -': - SUMP = 432.09 ' . ... . I SD I . . . : m Q� - . . . . . __4 - ;< _'v___x1 � . .... � .." _�_ T to=__::L__!_f"?i, -.-' .;. `-... . 1. .-. - � . .., .- , 11� ohl 5 :-r-p I - .... _�. � 0 . 1- - . I * - ,.'' * I . .... . . ... . - . . - .. - 1. . . . , . - - J& - � RIM EL=43 F : .1 ,., . . ; r, .. : . , . - . ... . , . �' * 19 - - -I - I .- . .. . o ., I I A _. A .7. ..1. . . . _ - I - * : C-3 I .. , * - - . ... .,. , . .-. ., 0 >.< 12" IE W = 436" 1 ;K . . AR . � .. .1 .*. .10 1. I . . . . - " . /;_ �3:. .- - - I . 1. . . . . . ,..'It"�\ . - - . " 1. � .1 .. .. . . . . . (. ... . . , % , . .1 I , . . . I ': '* , - . I . -.1. . . I .. - - .�6 � . .1 I.. _. .. . .. . ,.�_/ _- . I.... , * : . - .1. I *.. - . . ..� . . . I SUMP = 42 - - - . _... ... . . .�. . -. - . . '. 1. . " - , .1 1* * * - . . \. Uj . .. . . . , . P . . � I 1 .� . . . . . . - :P-w - -.I--, -. . . -. . . :,, . , . 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I . . . . . • . .. . - - % , , , I . _. .. . : , . I . . • . . ; . � . - "'. It-- "� I :;%` - - - "" - , . ' - . . - * Z. ` -.-, - * . . . " , , . ftft � I .. . .�- .r . . . .1 � ... . _.. c.n 4 .7 . . . , % . 111� I - . . _. . . ..... I!-, . --: .*. .,. c. -. : 1:4 - *1 . , . .. - . ': .�. �.,%- � .:.. . ... I . . -. .L., , -- a-, • . , . . " - .1. . . , . . .. . :. . • '. - . , - -, , . . , . . -c�_.,.,,-�:-,:.'�:A-. � - r : ... .: . .- IM . •., - . I , . .. . , .* . 5D M . , .. . I . . . • . , . - --- - - . , 4 - . .. 11. , " . I" I ., *1 0mod "I -_� " . - . . .1 1: . . I . L I .. I V . . . . .. I 1. - I - .N. . . . - LLJ - .. -r.. 6.. '. - .,. �. . . . . - .A. .. . .. . I - �z : i . - . . . - . I .., . . � . . .. ." . . '. r '. 1. 0001w -It-;.... . - .' ' , : - - . . .-- . _. . . '. - . . . . . I . . . . . . �� . : . . � . - q * �� . : - �.. - . . . . - I . . . . . - ". , . -.-.. . - - .1 .ft . . - � . I . . .., . . ., . - . . , . I . 11 . % . .- : . . . . . '11 ... , . *. ��EV!:i 435',.44'-. . . : .- '. . I * ... . - .., .* . , '. . , 4m . _\ '. .-Z . I * .. I .. . . . . . . .* . - - , - . . ." ., ., . . * . '.. . . r . . . , . . . I . - - I *. . . I . . , . . - - . , . . . . , . . . .* . . . . (e- ---" . . ,_ , �, .. - - . . . . * . . . . . ., . . - - - .: .. . 1-� I . . -.- , . .. ... * , , I . , , 11 . . - . . . .. . .. . ... - , - .1 . . . . -435 .. . . ". * , 0 . . - . .. .. , , . 1. . . . : - ..� . . .. .. . .. .- . . - . .,. .. � I . . . . - . .. 1. I ", ., .. *� . * .. . . .... .. * * , - , . . . , . . I .. . . . . - I - - . .. . - . . , I .. 9�- 2 , " . '. . . , - e - - , - . . . .1 . , - . .. • . . , .. . . . . , * . . . .1. , . . . , * ... . . - * . . e I �\ -. . . .. , - . - I -- - - .. -. - .,. -: .- . . .. . . j . * . . * *� . I I I.- .- . . . - - - I . , . . NA , . wita - - - .. . - .. N.�. ... . .. . ... - . . . e . [ . I .. : . c:) C) - . . , , , , *' * , I .% . .. 11 . . ... . . . .. .. 2; . * . . . ." . .. . , - • . 11_�l 11 : ". . . ip* - J - . . * I ., I � . * . , , -, 11 I'. . . I . . . � 1. . . . .; .. - .. . . . . . I . . � - , .., . . . �. I . � .. :_ . - I , I . . .. ., ..w . - , . . . -- - .. '.. . .. � - . . . . . 1. .. .., _- - -\ , - -1 . - . I � . . .%. . . . . . ... .. ... ... . I - . I . .., -, , - , : . .- - , : '" '. - *t , . - . -_ U. '361t FL--:-. 43G.J0,21.. /.**.... . ". _4 . . . � [ -- -.;I -7; rm . 16� .. . - .1, , �' - *' . .. . - t *' . . .-' . .. . .... ��- - - . *' t . I . * - .1 . . . , - .* I , - - ., . . . - - , .. , . I .. . . .. I ... . , I .* . , ... I . . , . M_ M. a - . .. . - . - I . I.' . ca (p. . .. I . im- c2 ., ... . , . .. . �; I . . . . . - . . .. - . .... . . . ./ I I , . . , .. .. . . . . . .. . . . I . . . = 11 0 .� . I . . . I . . . . . - . C3 1 , . . . � . . . . -cm cNi �'.' -* , � . . . .: - _.L .. .� ; � - - -... - -, -: - ,. .. . . . . . . . . - .. - .1 ... .. I - . : . .. -X ...,.A� _....o . 7 . - 00 . - , . * " .. 0 c� . .1. � . . L ., - - . . � . : . . C) o , . . .. 1. . . . . . ... . - . . . . . 1. , - -, : . (" I. . I - , . '.. r- M. . .. - . .". , . - .1 .. -. - - - .. . ` - . , - • - .., * - '.' - - - . .... . � . � • - . . , . �, - - [ .*.,.. - . - . r- m . - .: . .. . , .- . . . . . � .. . . . .. . , . .-: . . . - I * .C.-. ro� - i - . r- .. . . . r - - - , - . -- - .* : . , . � . n . . I - - . . . . f . . .1 ". , . . . , I I : - I ... . . ... ., . .. . . � : , � . . . . n . . . . �, . ... . . - , I . . e . .; . . . .1 . , . . I . :., . . * . I . I ... - , .. - . . . - - . . . .. I .. 0, *. - . ; I . , . . .. .. * C) . S , * . .. . . . ... . .. . (0) .I I . ... . - .. . . .;, . - ,o cn ' .. . . . . . � . , . I . - . /T" . . . t -_ : . .. . lyv%w.� - dv" 1. . . . , - , , .. .-: .ro . , , * . . . I .:- I . . . I I . ...: -_ --- , . ., .... - , , - . I _. .. - ,a, - N, .. . . ... . .. . . . . . .. I , . . - -:1 -. . . . - - - - 111-.��, - - a-) 4 M. : I . _* . . . - - . . , . . . I . . . . I . ,.� . . . . . �. .. , . . . . . . * k. - .. r- A , . . . . . . - : . , , . - . - - I - �. . - . � - - - , , * LLJ - .g;_. - C�c) 0 a . . I f , I I - . ;.... . , : .: - SD AD . . : , * - �1- r" . . .. . .. ,� . . 0 . I . . .: I . . 1. SQ '.. , . 1p_ , I ,-. . .. " _. .- I . , , 0 C3 . ,.- r- o; 0 . .,.* -. ., -; - 41 . . - , � a . . . .. .- - * ", . - .. 1. __ . . RIM ELEV= 434.28z----, - -: -, . . . , - . I . . . I . 0 .. . . . : ... . .,. , : . a) q a . .. " 'e.. • .. . . .. � , . . �' , . . . .. I '. I .. . . . . 'I ' - ., .. * - * : • . . .. . ...� -, .. . * . . . . . .- - � LU �w . . . I . *. . . - : I _- - .. � - X - . 1� - - . . . . _. - - - . . . . . I - .1 . , I ." * . . I . 7 . . I . I- . . . . . . - I . - . . . . . .1 .1 . . . . . , . . . .. . . . � . . - . . I '. : � . . . '. r- ,. - . , 'w -.1% . � ... .* .* . . , . - . , . . - - 1_�. -1 . . . 174. . . I - . I .1 * . c� 0 . . I , I Uj - .- - e . I I . I.* , . ,,:e� . I , , • S . , * , , . . . .. _* . � - C&., :1 � - . . . . . I _.. . - : � . .. - - : , , - - . . . � . .. , LU - - . , . . - tr IE SOUTH = 430.24 - - I - - - *. , __ / -* � .., ., .. . :- ". . , ` I , I . - . - � . . . I . . , : . . . . .. - . .. . . : � I . . . . :1, . .. . $ - - 1! . . I . . .. I .. • I . _: .- I . . . . . - . - . .?r- - , ., 1. . . - , - - - . I- . . % � 1. , . 1. m . - . D ' .., . . . .. -1 . ... . . . . . . 1% : .. .., I .. . .� w ..- .- - .. . . .1 , . . , . . I .: ",;, - . 2; _& .. - r- :E Nv __ . . . .. '..I - - - _. *� - - 1- . I . . �.; SUMP = 428.26 , -_ . . . t . . . - . . . ... .. I .1 . . "�� 1, 1-4-- . . . .1. . . -, . .. . . .1. . , .4"L, , ... . - _/ - - . .. . .. "! I 'o . I. I , , . . " . . . . -4 . - >1-e �A or x . I . . �*_> - - - - ... .. .. _ . . - - :* .; ." -, . . . . .-=- . . I '. :* . .* ., . (Al . .. . . . * , . .. .. /., . . . . . . . .� . .. . - . -.1 .. 0 . . 1. ... . • . . ..- -. .. ..�. - , . , - . *.� . * - . ... . I - . . . . . - I... . - - . .. . , .. 101� .. ...-,,., - *..,-, ... '1� - .. :.. . . . .6 , .� . . 1_� .. . c") - 11 - .. :. ,.,* :6 . . r, - . . �.. . , .. . . . .. . - . . 0 .. . .. *. . . * . ... I ..: . '... .. ... �. .... . .... . . I ; '. .:1. ... � . . ''. ..- : . . If* I - . . . .. . I j , ..e .1 .. .. . . � .. - . . '. '. - - - , g. " - . . . , : . - , . - ..- . .:... I., . . - ... ... . . , - I- w . 11 � ., , . - - - - t� ---� . I . I . - - .;. - - . m . , . . ..- . - rn - �- - : . �, . . . 1. 10 . * , . . - - .. . . . .. C3 I .C� ... , - , - . . . - - . - . ' * .. . '. . . 1. . I . . , .. , . I . -' - -- p cn . . . . , . . . - . ., . . a) . . Do . . ,,, - - ... .- - - - - . - : , ., . . , . . . . , . - . I - . . , . . '" , . I . ;, . . 1� . . I .... - . .. - .� ` . - . /:.. ;i, . ., - . . : . .. � . . . .� ... - * - .. � . '. . ... . , . . . w o .. i .� . . 1� .... . , � , . � . . . . I ..:5 ,� �,- . . * . I .. . . ..� . : * . 1. ! ce) . . . , , . - . . : , � . I .. . : - . . .., - . . . . i . I . . . - I .. - . , - . . n . . . . . .. -1. . , . .. .. . . . , ., " , , , , .� I . . . . . � � I I , I . . . . , . .. . . %, I .. .. , - . , - , * - , '_ - .7 - . - , - . . . . I . .. .1 .. . . , . . - I . I .. - ." . . . . ., . .. . - . .111 . I . . .. . .- . - . ... I . I .. - - I . - - - - .- . - ;-, - , ." .. . , . .� U) - . � I e. . rn 3;: - - , - . - - - - . . . .. , * . . . I , - ... . . 11 , .. . .1. .. , . . , .. I -.L . I . .* 11% 7;0 cn � � - . . . . . . * . t - . I - . . . -..o * , . , .. I . . . . . . I ;;� - , . . . . - , . . I - . . . I . .- - . , : . I , . . . . . - * � I , . � . I . .. .. . I . . , - I . . . . .. I . . . 1. I . - - - -_ . - ` - . . * , , " � 1�_I_ww c:) koj, . I .. " . . . 11 I * I . I . - - . . ,rt, - .-I . * . %. - . . . . I . . t %* . . - . ." : I . . I I .. : . . . . % . �< 1,eo� I - RIM 436.08 1 . , .-. . - . . I , . . A, j .t -, , - . . !�W c� c6 - : . - .. ". I , , ,,, ,- " * .I.... .. *1 r, * , , . ..., �� 1� ."..L.: I , - - . � * " - . �- . .1 I . : - -'. C-) C " . . , . . . - . . . . .. . . . � _.. . Uj - . .: I , ;:f cm . . - . .. 1. m .. .- .. a- . ... . . 1, . * ;_1 .= 15" IE N = 431.60', ' I . - . . . . .. - Cie = - - .. � .. .. .1 � . . ... . '. -Kr -� . - _:t-1, p , - - . -. - . . . . I � . . . I . : . I . - - - - _* . .1 . . .. .. - F - , . . . . . . - I . I � . ;. .. . . I * Q-) - - - . - . .. . � , - .. . . I , - . . ,:- - =. * . . . .* . . . . . . .1 . - Lw; Z I . .* i . �' . 1� I . , . - . . - - * .. - . I - . . -- . ... *. .. .. . . . - . . . . I . . I . . I .. . . I . . .1 .-. . . . .11 . � � - . � I . . - I .. . I . 1. I - - -1. %, " . . - I .1 - . � .. - . , - , t ' ,,cn il, n . .. � - It " . . I'-%-- .-' - - . I . . - . --i 15" 1E W = 431.50' 1 � : . /� , - - - _. I 9 - . - .. . e . - . I;e . � � I � . . . i:�. . . . z 1. . . . . ..1. .. I - r,�o .. *. - - - - .0, - - - ..� i..... ... - - Az . . ,,,, . . . a . . . I .. - - .�< I . . .. . . . 0000 . I - .. . - = • , - I .. %.&a - . j ��- (3 .1 . 0'. - , - - . - , .% .e;;Llo - 1* [ �-- , - - vA` 15" IE E = 431 .1 . . . • - . . � . . ... . ... $ . ... - I .�%. .. . . . -..,. - Nm %.R . .. :. .. . I I . -, . . . , . .. .- . m . . . . . . %. . I - , . I 4 - - _= � . - .. . - . , �� . .. , . . .. . . . --- .... '.. ,,- .' .. , e .. . I , " , * . . � . . 2 5v .. -, - 01#1 . . - . - - . oo,o .. . . . . . L ...... , I .- . . .. 4. `� 6" IE S = I .. - .- 1, --All . . .. . .� � - 43142 , . . . . - . *_ . fenn . ., . . .. . - . .. . . 0 1. . . I - _4_ . . -3. - - - , . I . . .1. - . . . - . , --. .. . . :.-. - - . - . .- . .Ap� . . :1 . .. . . ... ..* ... . .1. - . .. -%,W. -1. . . . . . .. I ... ... . : . .. .. . '' ... . . P .. .. 1� .1� . . - IN*- . - . m .. I , 1* . . I . . -.1 , - - - . I . ". m . .., . --. I . 1. ... - I �__ .'.- . , . . . . , - , -. - . .-. . . . . . . I .. . 0 . -1 . . .., . .., . '. .. - * " I .. I I . '. . . . . . ... &�. . � . I - . .. . - I . I •. . 1. . '. .. - . . I . - I . W - ... . . . .. .m co) , . � . . . � I . , . . I �. - - - .- , . . I , - - � * , * , I (,) . .� . �� . . . . . - : U _: - . . . - - - . . . I I � .. . I - . .. . " j " - I ... . •- , - . . . I . . , - . . W.. . . .-, .- - .t . . - ... . .. . . -----.i .. 1, . . I . . .' . - , __7m - - I . - . . - . . . . 1. I . . .. I . m , , . M, -, - .-. - -1. • - . . I • . SD '. . . - . .7 . . ., ft .--- M., . - i I . . .. I . , I 1�m I . . , .. . . I . .1. .. . z - '.. : - _. : . 1. , . . . . . . - , .�. . . '. , .. r. . 1. . .. . . . . .: . . . _.. - .. . . " , , . , . . . ' * . i . I . -- . ... . . . . , . ." * .. ... . I - . . . - I . '. - . ", - . - , * . , - * * ... . -1 . . .. , . . . . .. . . _.. .. . . - ... . . ( - . I . . "'i. ..! - - I . .. .. .. Ei. 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I . , ... . .. . -- _.. '. . : . , . .. ", _`__ *' , I - I . . .11 '. . . .. :.. . . . . . I . . � w " . . I.- I . - . . .1 . . .1. : - - - . . . . c - .. . , . . , : , ... .. . .. � % .` _. . ., 8" IE W = 430.72",... .- " - -...- . 1. . . :'. .7. . _L _-L . o C) .. -. . . I .. I I . . , � ..--- �_"._-. ;. m .. . - - - , - - , I . - .. . . . . . . :. ... , . . .. 0 0, . : . . . . .�. . . - .* . . . . . . . . , . . . . . ... . . .. . * . , . I.. . I -.4 b %.�, I . . . . . . . . - . . .11 .'. . - ". . . .. : . . . . I .. � . I .11 . . .. � - I .., .. - = . . . ..- . ..., ;-. * . . " . . , .. '. . . . . . . . ".� - I . '. I • . . . . . . - .. .. . . . .. . . . " . . . • . . ." , .. . . . -, .. . - . . .. � .. . ... I . . . X. . .. , '. - -, - . %. , " .- . . . ... I . � I . . . . . . I . ..-. . . .. . .. . . , . 4.. �._I_ �-, - ..I.. . . . ... . . I I - it it 11 cn - - .*: . . . . , *1 ., . . . I • I . , .- .1... . . . , " I . - ., . ... . I .0 . . .� .X - 0 .. .:. . >� ... *. ..-. . ., . .. � . . ., . . . 0 �r . . . . . . .-, .. .1 . - . . . .. . - . . , . - t , , " ` . - . .. . " - - _.. .' -*' - ', - " '- '. - --ft .. .04'.. '. ..- : *, . . I . . . .. * * , , I.. 11 �� - ' - - ' , , I . . . : . " I .f. I - ". - _AL�: � .. I . . I . . . ... I . , . o , ' � , - . � .� �-� .. - . I . 7 1 C.0 -1%1 " - . , .. I . , I ,�� . - . . .." - .. � .. . . , I .. * 46 7 . - .. ". I . . � - - I � I I ." .., . , - .. . . . I . . . . , , '... - , . . . . - . 3 - . 1%. . " W_ . . . 4M- 1. - - I . . , , -- . . . . : . . . .. . I . I..;- . . . . . . .. _L-.� . - • - - , . . - . .:�. . 'I, . I . . . . . . . . � - - . I - . • , . I . ... . I - '.&' '& -\ .-,. I ., .: J� � " -_e � . . . , - . . . I W= __ ... . , .. . .. . . . • .-`� -�� . . . . -:- . , > . . . 11. , • . - . • . . - - . . � . . . . - - . , . . . . . .. . . . - . . . - : . . . . . . . . - ... '. . , , � . - ....t., * . ., , , 1. . ... . W_ . . . . . .. I . . . . . . " .. , . - - -.. .1, .. .. . ... . - . * . - . . • . ^ .. I . . k . .-. . ;_ " - I I . ..... .. . I .. . . . 1. . . . - I , .. : - U-4 • - t, • . . 'N - .. *N . . . ... . I 111� I . . . , , I e - . - . . . . • . . . . . - . . . . , . . . I .. . - . i .. -� *_ ..� A! -I.- . , , . . . - ... * , . I - , . - , . . I . . . . I I I I, .:.*. - , _. . - . . . I . - . .. .. � 1. . . - . I . . . . . . . � . I .., ... : I . . , I �- - _- .. 1. .. . - - . .1 - ... . �pp. - - * - . , -)� .- __4 - . - - .. **. * , . . . . . - _�. . - I • . t . . . . I . . I -I.' . . .. . - - * . , . . . . . . . ,.!..w . .. I . . . .. I .*. * . , :. . . . . .. .. .. , '%'* . .. , -.- . 1. .. , � . . . : - - • "6w . . - . I . . ; = .., 11 . . . ... I .. . . . . . . . ` . . . . - .. I I I '. .., . . ' A 124.38, " *11 . . , I - % . - . I .. .. . , . .1. * RI I EL= * -_ * , *� - -A . . - . . - . . .. .. . . I . . I - , Z. 1� t . . I .. �; - : . - �,A, . . . . • _( . , - - I .. , . , .. .. . , . . ...'.. - . .. .1 . 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I - ... � ;, . :: , . . '� - , . A = -j Lu W W tf '4N " ww qmkmo 4N . OD ., I �_. . I , , I I , . . . . - . .. � . ... . . . � . - . - . ., . - . . . . _.. . . ., -e __ - - ... - .� - I ! 0, . �.,7t_ � k , _.; - -, . , . - . . , . , � � .. I .. .. . . . . . : 8 . , . ��, o ;*,., Aw N . , . . 1. . - . , . ..- �!_ * , ... . - . . - • , *. *.- * I .-.� . I . . . .. . � . . . . .. . . � I .1 . � . . . _. : *1 . .' \ , _- I .. . � - . , * - I z . - .-I - I . . - - .. , I . . cn M -g- . . .1. . . - _'!'� - , . o . . . . I L ". '� '� -- . . . -..'BS'-' -2r- . 0 - * '. b - .e�� . . .. - . &) . mT_ . - ... I . . . . - . - .7 , 7- - . : , - - .1, . . I .. . . , " . . . . , 11 . - . .. - - * . * . . . . r- .., . . . . I . . k- N -*' - I .. � , . . ; , . . . - - _� , - . , - - . , - - - - - - . Cif C; *. , , -*. • I .. . - - - . ... ": , ,.--* . , .* .. _. . . . -1 .. . - GREASE SEPARATOR . . . c" W ., . 1. - , .. _. . I"- .: ... . .. . . . ,.o. . . . . . - ., :1 , . _, . ,< . . . "� :- . . , , I ... . * . * , , . . .I. . - , ,� -_ - . . - - . . , , -r - 7. , - . .... . � . I l % . . .1 I . I , . . . I . . - , . I - . . .1 - .. I . - - - . - I .. . - � I .�*. . . . 1_0 . . � � I *. . . W.�,*.. . , . . � • , . . , . . 11 - 5 - .. I - , . - - - ... ... - 0 . . : . . . $1. .'. . . ... . . ': �. RIM ELEV= 436.58 �11. .. .. . , ., , . - .. _... " - , - .. . .. . 1. . - : . * . . . , C3 c� .. * . . .. I 0 . . . - - r- � . ., - . . - -. '.I ... .. j . r, , . I . . .�. � - . . � . <11 I .. . . , I., . . . . . . i , .. .'. . . . . . v . . . ... � . ., *, I r .. .. . ..: . . .. . . . . . . � I . 1. . . I . � I - 'I. . . .. I . .- 0 C3 , a) % .1 . 1. . ..t .1 . - . C) I , ., . : - 1. - . I .0 Comm .:�� . - . . . * .. . -.' . - .. - '. ; .. I * - , . .. .. .1 , . . . . " r- S .,. - - . Z - - .. .. . . .. � . . . . '. .. . ., . . � . . S , . . Q-) R :.* .. I C= . � ... - . . � -, �9 . ., . . . . . . . _. . ." . .1 .. .. ... *1 . . . . . . . * . I . I ., - , ,.- I . . , . , ) - . . .. . . . - - : K . . t... � , o: . 1. . .. . . . 1. . . . . - - , � �1. . - v : ___�_ - .. ., , � .- ___ . :r , . . . , I - . . � . . . I . . . I . ., . . '.. - --, .. ,A! ", .-..!;,:... .: I . . . . . . . I , • .. . . . ... . . . '. * �*'-. 6" . - . , . . . c , : - . - � I cn r I - ... k. ,.- I SD MH I .I'.. 7;5, - . , . . E , . . I e . . � • , .. t t. I . . I - I % " • - . • ,,�.. . A I .1 . . . . .. . " . , : .: ......... ... �, !�'. .. - . 4� .. I.. i I . � , . . . .. :I - ., . .. . I .. I . • .. . - :* .- 61, . -,� b . t'.' - � .. - - . . . - ��* . - . .- � - 11 .. . . . , . . .11 . I 'KIM EL= 436.84' - . %L I --- . . . . . .. .. . . : -_ - . . . • ... .. �. . . .1 I . I - �r .4 .. 41., I . ,�,� - - . . . - . : .. . .. - � - - 1,4... . - . .. . . . I - , . _� . . - . . . .. I ". . *' . . , , , A, . . . .: - . . . . \ ... I . 11. . , I �z - - - - - - - - � .. - . " .. '. _\ I , , . I -. ._ • - - , .,. . 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I . ,:- * ---e- SUW= -'. - - :- ' - - . .. - - - - .7-. . .,. - .� - .. . 11 . .. - .4 + I f - . . . . . : .. . , I .. . . . . 7 � ... . . . .,. , - .. 4_�_ _. '. . . . :. - . I - - . . - - . . . , .- . . m -1 .I - I 0 ... *. .. . . I . .. .. *. 6" IE N 434.18' . - ... , . 4'31.90- .. .. . I - . . I 1. . .. - . . _. -;T* . . . - • 11111i . . I I - . . . .4-4- . ,_ �. � �. � . . .., . . - --- . I- I . Mg t - . .1 . - . I ,_1 � �� . . .. -T I _..O__ � . .. . . . . - ._.. - . �. • - I . , * /.- -.--,, - - * .. . ... . . . . ,* . .. -1 .. . . .. . . . ; . . �- - . . , - - , .. . . . w A., . - . .: , I--- - . , I. . I . . *1 . . . . -' .. . - . , ,-.-- - - - , . . . .. 11, ��.: . .. .1 .. ... . I . - , I * -, - - * I .,. . - - I . . : . . : , . , . -F . ..--,-;. . ,-,. - -. . - ......... i ...... � . - . e , . .. .. .0 .. . . . . . _. . ... . ... - . . .... . 1. . :' *, . . . . . :% . .1 . . . f - 5 - - - - . . .. . 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STRE m w - - - - - - - - - I,- - m- __r in m m m r m m r 0 C= - m M G") I , * , , * I " - , - * 7 -1 ` ", , , "' - ti-A - - - - I . I , , .." ...--, .. i _-1.-_--__-,:Ti.-_._,-_`�t' *p .1 I - - � - . .. . I - - __ -__ ., - _-.1 I- 0- __.. � ___ I— __ - _� I T,_� -,. .6 I -� � 1, ,� I A* .ell"N. - - c I .. .. , - � - �- N I \ % _"wv '71 1 1 1 I .11 222.48 .1 a ewc re e (Public .1 'Sa2 046 2 . SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS 04.0 - C4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C20 FOR EXISTING EASEMENTS. �.EY MAP NOT TO SCALE - IN I BALZHISER k HUB BAP-3 ENGINEERS MECHANICAL 9 ELECTRICAL • CIVIL * SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 - PROF,Q E &4110�t!�&k OREGON k I'll - T. L EXPIRES 12/31/14 DATE 12/13/13 DESIGNER GTL/DWL w PROJECT 2100-024-13 - FILENAME C2.1-SAEC.dwg �- ------------ I i SHEET NIF - - - - r p � ::;;i rn 6 0- -%� I , ; - -.*, 7. - " - . , ,MATCHONE SEE.SHEET CIO; . I imm 111111111 '. . ,-: . . -- 0?111111111111 11111111111010111 . I.. '.. . .111111' I - * .� .400 . r 0 1 ?z i .. .,.t J . *7 d' - _., z . I , , "' * I . ... /t . -.7'0.: • . . . '. . - t. - � I . . , , . - 14' . ': . . . I '. .1 7- . . - • . - . . , . I . , . . - . . .. .. . . SD AD SO �z o'. I - . . .,... ., . . .., . ... . . . , I . . I , . I , ch c - .. . - I - - , .. - � .. . . . . - 10 * " * . A .1 .., � � • -7 ,.: i, I I....- - .. -. I I * - . . . ,-. • . I RIM EL=437.14' I ?z 1. I - ... .f . .1 . . : cn ; 1� I . . : _* '.-. . .,-. '. , \ . ... . . . . .. . . .I *I.. M. . •1 '. . . . . . �, I , .. I - . . _. . - , - " 1 . .m . -.& A, 6" IE E = 435.74' cn .,!. ... _. . . . 1..-. -, .. ... . � �. . .0 * " I - - , ." , . . . I ., -. I _T-! 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". . . • . . -A I .* , - ., .. .., - 6 : ... ." • -.Jb% * .. : '. •. . .. .. I . . . a I 0 co .. * . WL _.__ +:-� . • � I.,- ll�-_..' %. : .. ** ir I IF I a I �. . . . 7- . . . ... * . ... , , . m . . . : - ,&, . . • . I ... • . . , - '13 , " . . . I .* * LL, .. .1 - , - � ; . T . I - .*. ,.- , � . . . - Z. - I - ,v . . L:4 ;K ..f. . . ..;, '. . - . - I .. ... ... , , I . M - . . * SHEET NOTES .. , , , , 9 ". 1. - , . . . -...-,--../, , ", , , * ...'. .... ��2z m . �l : -, .-;,... 9! 2 � . 90 . , , . SS MH, � . .. 7 �� $ m $ :* . _. I'll - : . • . . , m - - -1 ... , -,... I.. _,,t 1. I - �. d.. -- , . . -�E-. - o" I - " * . 4 � ..'§ - . .*-. 6) � .7 . . , .,.., - . ': . ....f. - - - -. . .1 & . I =_ . . - -0- _tt RIM EL= 436 . , �: . a, s - . : . - - . - I .. I .. .. _�, ./ . - . - I. . I - 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. - . 1. � . 22 � ---.. s a c= 1'�. -11 .. . . - . . ... I - ... .. ..: * 9 9 . . .. 0 g . Ift - c 9 I , . .1 . I - - * ..._'. V_ I I.- - . . . i . 1. - Ce 8" S IE = 428.12.. �.' " - _.- .�I_l * 111. .. ". - .. . .1 . - -I - . . .... I . .. I 1. I . I .� , ( .;* . I . . . - . . '. . .- 1. I Cc 0 . . : - .1 . I- - - . it:it'� . . . . ., . '. - . : - . .*. - . / , . � " . I .- . .1 - . * - 0 ..- . i -,!. . "I. � . . , .. ., ' , I Fn 0 . *� :. 811 S IE = 425.471%� ! % . � - . I vrlw,� n4ll� rrlv,� =Efn�i . . . Ell �g 2. REFER TO SHEETS Q4.0 - Q4.5 FOR EXISTING AND PROPOSED GRADES. - __ I 11 . . . � . I " 0 ( - a wff ,.-Cn r- , I o . 8" W IE = 42W.-ru .i "7 -_ -�r."-4� .- . 1 , I.: .: � 4 a -) . . . :_ s ., -1. , I ' L � [ , - " - -t . ov, ; * . � . . I . ..,.- V I.. . _1�1 - _% I . - � . . . - - - - .-,-,-. - . . . . -! X, ,I -, - - - .: .6 - I'Ll -1 , -'*4.0-� - --- , .--.'l% *owr7. .. .. 4 •. '. -A, - , ip . . .. - . ;_ ..; . . . - . ., I- : •:1. . ; ^1 . .- A, % A . .. � .. � , *4, ,,, , - .. . 0 - . I �- I il. __ x . x _'\ - 8" N IE = 425.4t - .. .� % - . 0. .� . .. 10 . .:.- - 3,4i . . - . ., . � - 3;0 1 . lk4 . . -� I . I 'A :: - : . 4i, - : .4: .1 � , 1 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. . I I A7 .!� I � . . . # � . _. . . I � � . • . . ., .� ,- . . . _ .: Ch __ -, • ., . . 1. *�W, . - '#� I I -..:. .-,. ... . , IMP -1 _4;L_.0l_ 40 "_ - L ..1, , . . I . .. - . - _ � . , I . E IE - 4253511 - � kt. -. -, -Aal " !_:-� -t %. : . . . . � - u 4 I _ - , � - .- - - - - - . I - 9 . .1 I- ".... .�.. . r%_2 FVZ *-. - -4 " . , - I , - - .. ----,-. I .. . - I . . . . . . . .. , . . . I 61, 9 . ... ... � .. '. �.. . . . . .:- . . -, . . . . I ** * . - . , .. . , , - K -, , - _:-��`- ----_--t- -'SS , . I ... . . 0 I . I - �- . ..'- _Kv _-i�vm . .. . .N . * . . . _ �_ -s§ - - *ss, -* " , " ss 4- -*%-* . . . . . . I' Lq, I I - , - , . * - 'I:- - . . = . - I I . . - �g . I% . .. . . , 1 7-� - - ' sg- - -. � ,_---:� ss, , - - '. I . ss. . - I ... - . 11 . . .. . � . � . . . . . '.. .. . 11 . I." _ w* .. .. -. .* . -1 , .. . . � . . . - .. � . . . . �. . . .. . . .. : . , , - . - -. - - .. , - . . . . . ', r . . . : . . . ., . . .... . . . . . . . . . . . z .1 . . . . . . . .. . , � . . . � . . . . . . . . I . . . I - * , . . I , * I . . . x =' - .. *. I . I . . . % . . . . , I . ...- ' RIM '. . . . ti. .1 . . - . ..� . � '. . , , I - , * - p . . . , , . . . I I I . .. _ . , . . , .,. .- . '. . , , o .. * . - - j� = 435.92 . . . . -1 - I , . . .� .1 . . .. . 1. . * - - . - . : I I . . . . .. '. 1. . % , * - . . I 0 . -1 . . . . , I , . . j . � .. . . . - . I . . . I . . . I . - . � . . -, . . • . 01) . . . cn 1. � -: .: .*. . .'. : .. . . . .. :,. -. .. -, -_ - *' . • . � _.% , & c '" - - . .1. cn I I . . . . . . . - - * . I 429.49 I . - . ... .1 . . I . . - . . . . I f . e . , . . . I.. . 16" SE & W FL = '. . 1. 11 ,". cl� I. • , , . 0 *., .1 . . . *. ., . , • . . .. I 1. 000,19 '.'. - , .. . I V--Nbff _? . " , * * , .. .1 . .. 0 . .. . . I � . ... .. . .Z.. , .* : * . -.1 . , ... - . . .. ... . . . . ,.' %. I . , . . , * . __ .. . .1. I - . . . .. . : - _� . . 11 - ,olor . ... . ... * .. . . I . . 1 C2 ci - - -- - - , . ..... . . . % .. � . I ...L .... ../. . . . ...*' � . . . . . . . . ... . , , , * . . . �.� ... - _- - - � � - - - - . , . . . � � . I . . . . . .. . . . _. .:. 3 . • . . I- . . - . 11 �l - . ..- - - . . I . . ��- - -.& . .� :. . 0 - ., , " 1* . , . I . ,. . .0.. J , 'I . , . .. . . . . " .� - .., ; - I '. .� tt " . . ;. -1 . , .r .t . . , SD DCCB . . :1 . . . . . . . , . *.. .".* c� cp i . . . - I - . - .. ". . , : . . . I . . . ... a) cl) .. - ... I * co -A. -.1b, . . I - - , . . . . .. * . . . � F �g -- ,_ -11 0 - .. : -.... e ft I.. %. . IV I . . 1. I I .. I * . . I -�, -,* . _- . . .,. ., .. .. . , ,- . . . . . . . . . . -_ .. , f . . . . .. . . ... - . - . , � . . 0 �g. , ... . , ., - - 12 �g .%. .� . . . . . .... . . .: . 1. . . .. . .. . . . I . .1'. I... . .* SD * . .. , .. I .. . ... rn I I . 1. ... . .", . . . - . , r- . , . , - . . I . . . . _.. � I . . . - . '. . .. . . - '. I %, . .. '� . . . .. - , , * _. 1. . .. I., . I . . . �, I , � .. .-.1 . . . r 0 . I - - . I . .1 I ... , 1, , -.1 * . . � . I - . . . N .. 0 1". I -1 1. I %N< (= .. _;�4�- -. . . . : I , * . . � , �--. - - .. .-- --: - �l -- . �i !�, . , - , ,� . �1, -.._. . . I %* .. . I I . . � , .. ... r, * : . c% " * I , � I � I . . , . . 11 X - .., * .- r- * - . . 0 .., fla- 110. . * . . . . . . - , , 3 RIM EL 435.36 _. .. . r- �g - , 2 . . . . . . - .. ' - . . . . . - . . .-��. - . , I " * , . , , - , = .. . . .... . , .... . . �� . . .. . . : . - ..% - e . I I - , 4 . . . . . . . . I . . .-, .. . I * " .4�, 1_1� I . . . - ... .... 31v , ., , .1 ; . M .. . . . . . - I .. � . . . .. - � ... .. . 1� .:. ... . ... I - .'-' . . : I �. - . .. . .. I -1 � , ... . . . '. .1% . . t.. -Is . ... '.. , .. 36" NV I IE = 428.52"3-' ' .- I . m '. " I - . - .- - - , . . . - - . . - . .. . I - . . . . . . , . I r . .. I. - .. , ._ . . I . . I I '. . . . - :', . .; " C13 *. .. . . . : I sollop .ow . .l.. I * • I.. . . . . . I I . .. _. * . . . ... .. . . . . ' .7� ' * . I - -- . . 11 . . .. .:. . - . - . .*. . . .;-, . . ..- . .. . I . . -1 : , , , . %, * _ . I I _. . 1. .. ...' , - . , '. .. . . 41'�11__, . . .. .... -- - . . 1. . .. .. .. .. . . . I . . . � - . . ... . . . _. !�..:*..A - !. .. . '. `% * " " '. .- .. I ... '. - -., , .-. , .. '. . . - . -*M,6 . .* . . '. , I . . � - . . . . . I . I . .* , . . . -- . . . .. .. - . . .� .. � . * "NoNo : I . . ... .. . . . a I I - . . . . %* . I - A I . . . - /.?�po .. . . . . - . .� . . .- �_f-.-. - -. - , .-,F� �. '.* - - , 1. * 1. - . ... . . . , ,-.,. I * . _. - : I - , . , . . . . �, -. - I ... . .. .,;,. it. .. _:wp. . I . - - . . . - , , * * - • , . - - . . ..... . ..:*,. .. .. * . T., . .. - - - �-. . . .. . - . - 1. I . ..* .. I . .1 , --: . ., . .. ... .. -1 .. . . . . %.; .I. * .*.. . _. �. . , . .1 - . I . : - � I . '. 24" IE E = 429.73' - - . .-' A.: . I .. . _?1w %--�,- "mitt, -1!,A . . :1 , - J . . .� . - : � � . . , .1 * * . , . * - I - 4 .-- '� ..;_ . . . , .. ;.; .. .A . , . . * . .. / RIM EL= 436.82' . , I - - - - : "' - .- . '* - . . - . , " .1 �- -7, 4 ".., I . 11, * - - 'I . *�' C= - - Z� I - 9 , . .. ., .%., - - :,* * . * - , '*' - '*' . - -" - 36" SE IE = 428.51- I I .1 " . . I S. - - - "-. ".,�--.-, - - - , '- I . . . . j6" IE W = 433.66' */ - I'll - , _._ I , .. , . . . . .. %-- * -..-, " *:. . I RIM El EV= 435.32' .' . �6 . I : .. . *.*. , �i *% I * I.. - . '.' . . - , '-' . . ) SUMP=431.66' '_ s .-'- . . . ..-I . a= - .Z� --,.�,. . . - �. - $ . . . . I .11 .. . 9 1-11 * " .. I . . - / . - . , * ... , * M-4 . . . . .* . . . L. . - . . m - , .-: I _.. .. . . � . �l .4 .-i.- . . .. . - - , , I , , * SO MH . _..', . . ; e .:: I - - . I 1- "I,.: ... - , - - - .._,_e�;- -..-." - , � I - - - �_' -.-.. 'el �-1 . .& , . � . . I * . . , , ., .. . � . I . I . . - - 4 .�� . . . . I , - . ;a� .. It I . 1. . 11 � . .1 . . . . . .. ... * . - .1 I . -11 . . I . . - - . , . : , : -. .. " , . ')� .44 . . , . : . I . .. . .*. � ... � . . .!, .*.,.'.. .4 .-I . , . . . . - , � . ..* r .1 . . . . , . . � - .., : . .. . . , .1� , :: ,00- :' , . . * : '* * - 1151< I" . I . � ,-".. . It A . I .. ,, .. . . .1 . . .. . . . . . . .1. . . . . ..; .. . b .. . - - . .. . . - , •%_ , ** * fir.-.*- � , . 4. •a. � k, . . '] , . . - . . . . .. I% - . ,;o� - * ., .. * -, f . . , . I.. . . , . : .: , .000 . - . • . .4 "r - . . - . . , - 0 - ' - .A,� . . , . . - . . " . . . - : . I , " '. . . . . . 1,._t.,.. ... I *.* - 4 1 .. . . I . . , ..�35' ., -' ' . . . p •. . ... 4 b . .. .:.. , , � .-. . . . . . .: . , . - , .. � - , -- - . � It .- :1 '. ... - I , . . .. .;6 , . - . . - . I. . .. . olokosm - * * . .. . . . . . * * � . _. I , . -, � �.*. � •. .. * , * .. . . 11 , . . . , - '. * - I . A . . . . - ., '. . . . . , I I . , . . . " W_ . -, __� . � . .1 .: . . .. . ... - , , I.. I * * , " � - , " - - I . . . . � . . I . . . . . . - - - - � . . "' * * "' , I J. _;� . . . . . . . . . - " . . . - k . -'. . . . � , � . . . . . . . .. . . I . . . , . .. - ...:- . ." . . . - . . . . . . . _.b. . A wroppl, .4F .. .� . . .. , , . * .. . .�' , . .. . . . . . . . . . . li� -I*--- . : - �.--_ 4�� ;�� _ . . I . . . "� - I -, - , • . I. : �_� . . . . *' .1 . . I . __�_ !0:7 11 . "� _* 4, * , _ @ I . . , '. . - , - . . , . % .�-*_*. - .1 -'. - -e- . . - . - I - -. ♦ .,. e) 24" IE W = 429.71' . . - 1. -, '_ _.. � . I'.; . . .. , I * -�. - - . - - `* *. , * - " , , , , - , * - , * , .� '. . , .. I . , ... I z '] . . 1. - I . . . ...'_ - I - - .. �. ., - - - - , 1 N-7 m 1, - , -..,. � - - . . .. - . . . � ..- I . .1 , . - . . " . . -, , . . , A .. � . : I. - _. : . *. , -. -% . . � . . . '. - . " .. . , . . , , - , * " I - .. . _r ' ' '. ..: - . I .. . . . ... . I . .. . . . . . . . I . . . . I . . . . I , - - . . , - . .... - . . . . . . . ..l. . - - . *4,. - . I . . .: . . - .* . . . . , , * .., - . . .1 ., . . � . 1 ...7 . : I I . I . _� - . , . . .. ..... . . . \ . I . ;>O: .4 - " "" . r � .. . - .:-.- 0- �, *. . . 05 , • : � . . . . , .1 - - - - - - . . . I . � , .: , . . .! . . . I . - I;!" � .1 . . . * , I - . . . . . . , - . I . . . . - . .. . . . ., ... .. . . . . . - .. . , I . . . . . . . . - "' , . . . . . .. . * . ' ' I . . . . - . . . . - ..� I. - . . . ' * .. •- , , .klw� - - I , - `� " . - , . I . � . . . . ., . A . . 11 . ,.a- . . - �. . . .. 4 . , - - .. . - ... , - .. - .. . . . . : . , � I . . '. . . 11 . . . .- . . . " . , -,. - - � ... . . . . - ... - - _- '. - - _. , - ... . � .. . . , � .. . . - . . - - , - �* "Y �' . 11 . ;-�- .- -. rn - - , . .... . - . .., . - 1* . ... . . - I - . '. . . � .-,t'. ..!-. I - - - . . . . � , . . I . . . . - -, .. 0. : . - I . . :-- , � - . .. :� * 1. . • I .,. . . I , : ._ .. - I - - . - . . N , . - . . . -, *, . . , - - , - I . .. . . . .- . , . I _ SO 3CCB , - �' * " . , . . . . . . . = "'%.."." .. . . . ., ". . 2:Q I . , * I I-- - . . - � . . , , . � ...... - &�- % �* J '. - . ." '�_ , ," - - -,- : .- - , , . , .41 *,-, t , '. I... . , - �. .1 -%, I .. - . . , - - - " *_ _* �W ^ JG) . - - . . , - .- - -, '. . . . * - - . . .. - - . . . L' - j�_ A ,� I - .. , . . - . .. �. -1 . - - �-._ ` , . .. . I - � . , , , -. . . �,+ 1, . .- J. , l �..- .1 - . . f . .. , - , .',�� . - , �.- . . ..- ", . . .. .1 ; . " '. . �_, --.-.- - .1 . . - - - . , . - - ..' I . . .- - �-1 .' ' S' . . ., I I . .� . .. .. - . . . - .% . . - . ". '_ I 1 -..4 . .. . . . - . . ., , , , , . . . . . . . , . .. . - . I ";;"",ol . . . � ' - . L4 # I . . . .. `� *... ::- .. __ .. _. .. -, - - - .* . . . * * * , * - . * , .. .:, . .. . . - . . .. . . . .1 . , - - I . - . . . * I � % . . . . .. . . ... . . . . , ... . I - . .. . , - I .. ... . ". . o I . ... .1 - 1. ;� I - gr .b,' v , 1. .. -.4 - T, - . ... . . - 1. I .1 • .. . '. . .. . . , . . . , . . , . - . . . I If . . . .. . . * - , . .. . * . . . .. . - : , . . .. " - . - -�. . n . .4 . - . . . .*�. * , . . ." ` - " - - . . . , . . ..... . '. � 4,4 , . . . I � . - 1. .. -_:.:f.. -:.�, *"ll. ;' * .:. �.- -u. - - r., * P3 I �' �. . � . .'.- -,,, . . >. �___ * ___ :1 , . I ... . 1% . . . 1. � . .. . . . . . ... .. . I .. . .. .�. I . , . .. I - . I . , . . . . - ** . . . . . . . . : % - . . - '. *. %%%l'-. 1� - . u .. -4: 7 - _�, _ ' I . , * � . L - . 'I. - . � . . I :/ . x c i .,.. ....&, - 1. - t. .. . .. . I I . - I .. . . . . . - . . . . . .-- - %". _ . . , .1 . . . . 4 . . I . �� zo, I - - . . , .. . , , . . -. , . . ". , , - . . .- . U .- . . 0 - .0- %"� - I'-- . . �� ., .� - - I 1: ",% . " . .. . . . . , I: . - . �- ' I .1. . *. "� - -, '_ I - . , . . . ", ;, . - - , * . . , RI EL=434 98' .- - - �_ - - I . . . . ., .. , . . .. I .. I - * .: - '., . . . . , j c , I . - ft _. .. . . , . . .3 . . .� . -_ .- '..j: - - - , . * - I . - - - . , " .."'. . ... .. "".,., .. .. . , . . - -�_* I . . - . '� 6" - E = 43 * . - - - . , '.. 1 " * '- 1� ' ` -* .. I �__ - * - .. .. . ,%,,.% - , . . - ,� - . .. . . . ... - - , . . . . I :w . ` , * 1. - - - : I . 11 11-N __ __ * i , , - I . . : - * . . . .. . , , . . . . . . .:. . . I . � .. . I " .1 . , . . . . . - . . . qu . .� .. .. . . , , . - .. - , ' " . : . * , - *�. : , . .. . - . . . . . . .., . . . �. � I . .... . , . . . I ., * . .. . � . . .1 - - - - .. . : , ". . ., . . - . __w ', ,< - - .. . . . . . ...... � - . _ __ .. . . . . . . . , .. . . - . . ... .1 . . . . 1. . . .., " . . I . :S' - - ;* - . . . - - - _, . . . ... . ..' - '. - � -.4., • . . :, ." .� 1. . . . - -4-14, - • * . . , . . . '. . . . .... . . . . ,'_4..� .. . -.1. -A- , . .� . . .'j, � ; .. %i=' . -: -.� . .. I L . . . .. . - . . . - . . - . .- . . . .*.. . i r - . - _.�.�." . . . . . . .* . . . . - I .1 .. ,�� . .. . I . , . : . - . ... . . . .'. IG ..,� - � . , . . . . . . . - ." I * * I . . - - . . . � .l.. * " . , -I- .. . .. I . . . - , , . . I .. . . I 1 . :.: . - 1. . .- . . . . � . . . . . . .1 I . . I I . . -.Ir-. - * , -I,,,- - -, - . - : !k%: llqr .1 %'11� ., .", - , I—. , - � . , - - - , - - ... . . . , . . . . �i' % - , - - " , .. . , " :I - , *. . . � - , . .. * 4 , , 'en . - ,�. , I - I , - . . � . • I . .. , ... . . .. " . . . - . I . - I - 4--:i 1: -- , 4; , . L . . . " _11%_ I . . ' - .. I . .;. ... . I . . , * -.w -.:,- -7,.: �'. - ,.,, .-, - .. • - -)I . .. ,.' @ - ' - '. ' � - . . . .. . . , .: . . , ': ..... I *' , .k , . � . ... --7-:: .C-Z I ` - . • . - . * .. :., - : (9 r . . .. . . . .- -. .. I , I I . , - : . . . e _. . . �.. . . � _: . . N`._ - * S. . ___ I '. _- . - 'A I I , , * . . : - , , ... " . . . ; . . . . . . , , : . . . . . . . . , . - . � . , - * I ... . . .1 . . . ... . .. . c� I . j - " ri * 1;�N - - .- *. - :: . . - - . .1 . �, : . I . -.I- . . �434- " -' . .,: - . , .. . I . - . 1. . .* .. - " . .. . -� .- , : , . . , , e. . . . .. . . . .. .'110� .,*. .. : . . - . - / - 1. . . . , .� . . ,.".. .. , . .. . .* * * _t- - �._ � . . . I .1 . , . . . . - �4_ I ,... . .. .. . - " - t .; : . , I . I ...'A . , , _* -, ... , . , - I , , . * I . . , . , . _. I . . . . - . . . . . I . . . - - .;: - . . ... 4 ., .I . . ., . .. ... . , . . ,_ :-.-W. .. It. -1 .., .'11�r SUP --' I -. . ' - - - '� . . - 11 - ."o , , * , CD I , I , . . , , . , ,,--, . - , . . I , . - , , . i, - . . - AP = 431.23 .. - �-, - , - _-.1 . . . *.. I * I . , , ... . , .. ..,.� :* . - - �.- -1 - - . , . _ .* .* : I - '. -.1 In ",- - .. __ - I" --i- _- I , . .. � . . I . ".. I .. . . . . . > � - I * * . - I . . . . .. - - . . . . .. .� . . .- . . . - - . . .. . .. _ - . . . - . ... .. . I . . 1, . - .. . ."L . , .. 'SD AD '. - . . ... . , , : . .`44 � $ . . , . .. . . ^. cn : -7 tt- - �� e - 1: . -� �% . I . . .. . . . I . I .. .,.. . '. , - - : * , :� . .., . ... I e�_l . I . I *. I - . . . � *. .4 . . t ... . 2 - . : . . .. -. - I , . , . . . I . . � . . . I . . . . .. - .. %.l.. " I � '. ' * - . . ' C) . . . I . . It-17 - - I.- - 11 - - ` , - . . .. , . . .. *. - . .., , - - ---% * , -- -, , , *. * . Il I - . .. . . I,& .m , . , - - \ '. , ", .- . . - - . ."�-,:..;. . . �-�,_-`l * - --_� . I I .. . . . �� .. . _ r . . � . . . * * I * . , -, , I . . . . - - I .. Z . . - . . . : '_s..l'.:. ,:- - , .. ;.. _!g-!:_-;_:,%"--:,:Lv > . r . . - * _ I * 7>,,, , . - - _"�: . -:. RIM L=43 , _., - .zl - . . ". �. .,. L,_l;*.;-1 -__ _:.. I . " - e .. - . . .1 * ., . . .., .-'. - - - . : . . . _'. I * , .. . . . . :,"< , . , . ,%,: .. '. . . . , - - % ' ' ' . ., : . . , - , --- . .��, % . . . . - . . . . , . .. " - .. . . . 0 . . . 3661 . . . , I . ., -'. . I .. I % .. - .. . . . . . .. . - . . .- � , .. . * , " I G) .. . .. 1. ," , . . 1__� - : . / . _ - .1 _-, . - .. I . I' .. I . . . . . , . � . " . .� 1 i, . " - . .. .,. .1.1 - - - .I. .> = I ol I I [ . . I . . I. . . .. * " . , * I . � .. . . .: * � .. . . . . . . . - �l .�. . - ". . � . /_* - . - I . . . . . . . . . I .-. .. .1 . . . I . I I . , '--. . . . " 110 *1 . I . . " . I . .. . . I .. .. . . . . . , . . , . . - I � . . . . , . . . I I , . - . . . _;.�� . _. - , 1. . . , 1, - * I I I __ 1*1 .. . " .. - �.. . , .. 'I - . . . . . > -.1 __ - . .. , . . _. , . .. ". . I . . * . . . ..* . . � . . . 91 . . . -, 11 , . - . , .�� ; . . - - . : , * .: 'IE N = 430.56' . %%k . . \ . . - I - , . 1. . .1: - .., .1 Z:t I . I-'. I - . ..-. . . . . I 1-5, . . :. .11. . � �; . ... . . .'. . .. - . I . . 1:".. .. '_ _. . I . . I- . .�. 1. 1* I - N'. -, . - _: ''.. - .... . .. . .. , . . . . . . . - * I ,v. . . . .. I . -_ . 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I V_ e: � � It . . . . . - . : - . .. ". * , . , . , _- . - . I - * I .1 . " , * . . .:. ;, ;�-.- * .. . k�. . , ,%- .,.: 3035 ..!!� 1_�, . - . 7 . - - * * * _ * , . . . . , -- - .- . . ,- * -,. - I / G . . . I .. . = -.:.. .'. , t . . - -t- -7-�-.- . . -I .� .. I . I : I I . . I .. . .; - . . . . . . .-., ... . , / . .. . . ., I . . *. *1 - . - .. . I 1. ., .. ..... 1. . . .. - .. . . .. . , . .: , . � .1 I " I , ; . - *STRMl MH , . .'. - , . . . . .. . . . :. - ; .. . W. I %J r,� . . 1, -.- ... - 0%% . . , .: .� .� . I . I I . ;l ... ! . . I .. , . . . .... . . . . .. I - . . . . ... . I '. .. I .. lk' . . . .. . .- - - - -* ca c". .. .. .-� -� ,... . .. -..,. - , . , '. . . I , . -_�_ . . I ...- . - . . . e , - - .. 1. : , � .� . ... 1. . . 11, .. .. ,,- . . .. _. - .. .. • - . . . . a) -e- . . . 1. :1 .* . I - A � ,:" . .-RIM ELEV= 435.92' � . . . :11, ����� '. '.. • . .;, , . . .. '. . . _. . - -.1. ..v * , - : - _____ - ______ . --�-�� - - ,.* " - -. , - I . . �_ - - � . . . - - - It - -- - - - - - ,a= :.- - - . . - . - / I . , I .0 . : . . . !=:;l!::ii= , 11 * , --. **. , . . " -, -- " ` , 9 - - - , .. ., . I - ': . : / sm . , r- . . I , '. . . " **- .. .. - j- .- - - . . 0 .Z. p ___ "__� 0 0 \ -, I. .�,-- , .. ., (= �p_ � : - . I - . ". ; .* I . I . .1 . . . * . ' ____ . • . .. . . . : .�. . - . J�o . , . , . 1. _.:_ 'r , . . . , *. - - . - . I . - ... , , - . - - - - , * � �,_- ." I - --Tla- r*3. , . .. . Zv _. , , _�_ . . . ---.:- . . . . , . , . . . . . � I .. ... . . . . .. _. . cn . . .. .0 , . - . _�-_l - , . - - UNABLE TO OBTAIN DIRECT FL - .. . -r. I . . .f. .. . . - ... . * .. , . . - i F )"a 0 I - \c�) - .. . .� a C2 .. . . . . � . . . . - .'', . ., . 4. - -'. .. . - .*. . . . - . � _& = z2 ,4 . . . f .� '. z . /.. . .� . � ' - - SD AD SQ_- ' 7 - - - . T_ . :. 1� . . .6 _ . �. . .0% . _. & " • . ..*. .-O' . , . . ..'. I . . - , . . I .1 .. . . , . -.& SE - . . I . . . . . .* ... ... . . . . - . . .. . CD ND N I r.-- -,- -c� . . . . . � ., . . -� -am - - I WMllllA:="&,W . . " , : . .m .". , * wl . . ,XALC FL = 430.12' I ... - * " .. .. - c . . � - .,. - , 6 . - . :IZP - I . . . . It a .. I * -----p. - &_ .. ....__.r.. .�„ % � .. I , . . , . . . . * . , G . , .r .: - . . I . . .. . .. - , � . ; . . � - - - .. - . . . _: . -*,.. -, :- L=437.85' . 'OP 0 . . - . I ... . . I . - I . * - - - 1. wmlpr"4 c . - . , , - . I . I - * . . . _� . . . -0 cum It , , - .. . '� . : . '.*. - - - ' - -' - ', , r ,' - .*, / . . .1 I . - . ., I . . . I . . . . ... . ".";.. - , , I �- . - , - .. ., , I .. 0 " , . ",% ,,RIM'E . cf� . . .;a *,..-.fr, � - . , . . .. . e . . . _- i,. , - I . . �; , .. / - sm . ' _ �l "IM1111111111111111111111111111 4111111110 RI! . - . , . . . . .0-,� - - -.. .. - *,**. . -, .. . . *. .., ., - ,* e. . __�-. . . ... .. . .�. .1 I _..�.. . . I . .. . - " . ?v . - 1. . . , 1* ! op - . .... * . . . . * . :.. " 61- IE S = 435.25 * 1 6 . - .� . . . , , .. . ,_ . . I . I . _ - - \L �_ I . , . .., I. . j . . . .. . . . .. * . % I I .. . , I - . . ` ... . � .I.. . , - ---- ��. - - - .. .., -- - � . . -.*" .1 . 11 . . . ams : . . . . . - I - . - . . . - ... � . _�. - ___l . . , . - -:.- f; 0 - .. ... . 14V . I -, * -,;"(� * * , .* . .- .. � *. . . ... , . .. . . . . , .: I . . / . .. .. . 6" IE SE = 435.25 - __ f; 0 SL I . . . � * . , I : " - . * I ;001 . . . , '_ ., . . .. . - .. __ , . I - - -SD AU SU . I I . . . . I I . . .7 . . I . . ., , -1; % • , -` - - I ..-*- I . . ...................,` ..9�4111111111 iiiiiiiio .Iiiiiiiii. � "No 4111111111111111111111111111110 �111111110 4111111111 4111111111111111111111111111110 4111111111 ..i� .. *.37 - ,' ' * ' I . . .- , . . .� . %': . �.;t�. � .. - . . .. ... . '\ - • .. _ . . .6" 1E W = 435.25' .1 . . ... . I... . .. � . - , . . I-- __- . I .. . , r - I I , RIM EL=436.99' - . . ... - . .. . . I � .*. . ., . I . � . . . *� . f *. .- . . - .1 ' SUMP 4 434.851 - _.L cog . , . : . ... - Z . . I . Q . . . , . . .1 'i . . - - ... - - - i I w - . . . I/ 4 1. .. . � '... . . I * 6" IE W = 435.64' - . . . \ SD AU bU* __ 1� _. . , . . . . a' 0 ,- ., I . � � - a) - cp A , 11 - . . . . . . - . , . . . . , . c I , - 0 �9 . I ... . . * .. 1. . * � . " RI EL=4 v. CAI I . �.* . . . . \ r -A I 1"' I cn m I . a / . . . . . .- /I .4 . I . . .. . . I - . � . , I . .., . 1. . : : � I �; 0 C - I I . I' ICW - . . "'-s - :, L9 �--, 20�11 c:) - ._... - . -.'- - - ' . .. 34.53 � .1 . I \ SUMP = 433.59' z r I .. - . .000. I .. . I I . , I . . : 1. 'l/ . . :. -12 430.93 . u I I .- . : - . I . 0 r . . . - . I - �11 m V I 40 � - G - . . . . ?o . . 0) .", -X. ... ... . . su = 428 93' 0 -go- - - - -G- - - -G- - - I . - . . , I 0 1 . . � r '. ., " - _. % (= - . �7" 411A.'. I .._". . : I . .. , _� �; I . C - WIN03 * . w K , - '- I I I . � . A-IV WWO3 � ',* . - . . . li-IL, - I t .qn An M cl - o . . I . . . r I . ,� � . -3 . , . *1 - -,.�...-, : - - -'- * - .., . % . - . .. . , - . . * ... I I .. �;. v *�% v j n I ..;,*,.,r% . . . . ..., , . . I I.*. .. - .. - - I . T RIM EL=437.13' _j I , ' . .. - . . . . . 010 I I :k - . . . . ...... , q I SD AD SO . . . . . , . � , , * , . ..& ,� .I . - 0 .. I I / ':- Apo'-_ . . *N . uj @ .,. . . . ., 3; .* . . _X., .." * or 6" IE ENE = 435.33' 1 . C2 21 . . "I,- - - I a RIM EL=437.03' .009 . ., . 1. . '. . . ... . I @ . - 11 Q rm . 0 0 k,,� r-- . . - . /,-:a * Arrvv_, 0 C3 -, - .,,-' . -:� r- C) . ch .... I .. : ': .. I 8" IE NNW = 432.88' m_ , - , . . - 6" IE W = 435.68' 1 1 : . . _��_ • - 22 ccon I . . r I `� ., � X .* . .1 I /I.- . . . .. (�3 , . . . . 91 /, . 'N' . I . . . . . . . . . . . . .. , e : . 0 0 8" IE SW = 432.33' • . - .. .... -IN - . . � I = SUMP = 433.68' � 0 �. . z u e . .. . . . . �.. . - , - . . . . . . . I A � 11 �. .-.* . I . :- .. . .. . ... - , -.,e 7- SUMP = 431.43' • GREASE 1p I - . . I __L -A. I cn , . I . PA?_11 . I .1 .:. . . a .e. . ; . * g I . - .. : . . I . Q r1o. -0 . 1. .. Z1. * do . Q�') 0'a - . . ; . . I 1. u , I I ... )-. * '. .. '.. . - 0 C :Ao . , A RIM ELEVh%A7.35 . * . I ig .1 �. . . , A, W. I . I 1. . .. - - I r- - 0 .X-.. 04 -1 - . - . I - I , . . % 0 .. .... . z 0 .. .. . 1-1 . 1. , I - �;o GREASE TRAP . . . . . . .. .. . . . , . LLJ , .. ,-�* - , 0 . ; ..�. '. 00 (b , I : I r- /. l... .1. I 0 RIM ELEV= 437.18 :. .. ...'. . � .. .1 I . .. I . .. ... -I >. I . .. __� .. _l\ 0 ... . I . . --:,. I . . . 1: . . : jai Of I - . .. .. . . � . . _.. . . %AQ " I , , . .. .. . SS MH OR ,. . " . .%. - : - ,- -.. - I RIM EL=437.78' - .. ., - ** , . kiii, SO AD SO . . 0 : *. . . .. .. . , . I . . . - a / NN . , \-,, 11j.1_______ . . , . C.:) RIM ELEV= 436.31' 7. . 0 1. , , , * I . .. & .... .. * . . . I . . ,7-., 1� ,1� . . 6" IE WSW = miolla a *.' �; ': - - . -1 . . . .V RIM EL=437.1 01 SD CURB INLET 8 *. I I � '. . . * , I . . I - . - . '.." .. , A . 8" N IE = 423.06' SUMP = 8 . I .. 1, '. . * .. • . .., I , . . .... __ 1 611 IE NNW = 435.80' RIM EL=438.321 ___ � �.."ll I L .--- 11111111 0 w cp. 8" 8 IE = 423.21' . .. . - . I . - ... . .. I I, 11 - . *w I . ..,do _. - - c) V, I - I ) I - - i�' - SUMP = 433.80 .... c .. . .. .. - .1 . . ... - ,-. 1 4- r P. iiipiiiit oiiiiiiiio 4=000111111111111011110 0#0 � -A (01 . � N r -, -0 I I cLum 41111111111111111111111111111111 41111111110 ,,,,,,,,,, 'mosoffmommiiigipt Ono 011110 41111111110 411111111 1-100' i .. I � .:_�.. :--4-. , . ... .3. .. ., ..'�. lofs 0 �� � 0 . 0 - 4- - ms, - * "'. 7. 7' ". - _. •- - - , . .,:*.I '... .. - .;� ".". ., . � , , -, I:.... ...- I . , , - , , - .. .: . ..- : v. 1,7i 1 - , � _- --,: - --- -- .. - - -.!--rl .,.. . 4-Va. . m6 , 1. r - m, - .. :411"-� �"st 4 - od-n.. (ifs 4: -i . . .. . . .1 . . . *" - '; *00-. I S. -4 .: . . I ,-. * . I . . . , �*� I ,,,M,,M_ _� wiiiiii; 40MON0111111111111111111 . -, . . 4111111111P I .%% .,. � . . � . . . . . . - - - , ..-& - ! ' - .- . � - ALO I . . 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G') C= I W Varies x 46.37' S2739'44'E IN QN, 9%. 40% 01% 'r--,., (r,\ 0 11 A I a V_ 0 fill 11AAIWK ENGINEERS MECHANICAL a ELECTRICAL 0 CIVIL 0 SURVEYORS - 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��D PROfF�p,, lw a I lv ,e 4�w .., I 74512P L-4-A1, � r--rl OREGON I it, ,V\� I , `�F - L ; EXPIRES 12/31/14 I � U i LLj z ! 0 N I I V) z i 0 1� � a � z 0 u i ! � U I � z ; I== V) I � i � I X ; ; i I ! : i i i ; ; i I : ! um i ! : I 0 1� z umi V) (n uj V) I tn < uj LLj _j 11- � �_ V) UJI UJI 3: I (1) w DATE 12/13/13 - m - DESIGNER GTL/DWL . I PROJECT 2100-024-13 1 FILENAME C2.1-SAEC.dwg I m • _", 5 C2.3 It If H 4 2 8 CD 21 6'. cr) , ork N_ 0 0 0 0 jk 0 C? -0 r U) V: —4 cn U) SD AD� RIM K=433.36 42" IE N = 430.3 SUMP = 428 :. o ;. % % - C) (n r \0 C) FM A SD MH RIM EL= 435.09 48" IE W 429.09' 48" IE E 429.09' ti i : SD MH RIM EL= 435.00 CA r 24" IE E = 428.80' 42" IE W = 428.80' SDI D SQ EL= 5.31 E N = 4 4.5l'- SUMP J 4 8.41 -not* c= 7 o SD AD SQ m --,RIM EL=436.08' cn . C3 6" IE N = 430.63' r SD CURB INLET SUMP 428.63'' -Q4 1 —A mA Onio r SD AD SQ RIM I L=434.35' L. 6' IE 14 = 431.35- cob SUMP = 429.40- CAR SD CURB INLET oN °� RIM EL=434.11 J rr__ ct r- P 03 A 0 CA C) C) 0 C= AD RIM EL= 435.3 6" IE N = �432.34- SUMP= 30.39'. co 0 0 TT Lffil. C cl) 00 0 LLJ as cn 0 c 0 cn cl rn cn c=.A: _ ` 14' A H IiRfftE S E SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 - C4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. KEY MAP NOT TO SCALE 6 � Date Rece*ved. �5'`Wv"G1rN�F`�i�'O 12PE tll_u"k,f OREGON cF�T `p�sc�� EXPIRES 12/31/14 DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C2.1—SAEC.dwg 0 • Fm z • LLJ U > ZLOU a 'ad oj LIJ om 0 • >m Lu V) Lu 10 10- DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C2.1—SAEC.dwg 0 • ' - ' . * . . -.T .. . I ... . I .. ' - . . , " ....L (-� . . .. . . . . . ' - . -- I - . . � 1. . .. . ' ' � ' . . " -.:-- - . 9"* 1, - - -.- - - .. I - ...' ss . '.� - .. , I .. .. -:- -: - -� - . . . . I . . ' *1 . - ... f . . , -, ..' . b - . . . . . . .*- I .'.. - . -Z . . .1 - - * * -e .' . . . ; . .. : : .. . . "� . ' RIM EL= 435.95' - .. , , : .. "'.' - I � -- ; . . . . .. I I . I � "� .. ...... r : . - . . I . . . . . . . - . * - ' - ' . . - *. . I .. . . I . . : . -� . . . I .. !' - .. .. -�- . . . , . . . .10" IE S = 430.37' . . . . . . , - ..' - ' '. . . � .. ..-. - . E . " . . ... . . ... . . . . . . . . i . .. . . . .. . . .. , . . . .. I .. . .. . ". I . . - �- , . . n - -- - * awl"s I .. " . . .... I . - . . .*-. . .'. I.% . : .. . .. . . - * - :* . , . . . ". , I . .. &. . - -t. 3 . * .c . . .. .. . .. 1. . . . ;K - . . • . . i . `� 435 49" E E = 430.2 ,' . . ' . .. . . . . . .. .. . ...' .. .. . . , . . '. e ..' * .Q! . . - ...' . . . . . . I.. . . I, I - i . .. . . . '� . : ... . . •. ' ' I • I C) , I.. . e . I . . . - .. . I . I . , . .. .;T= .: A. -'. .. � I .. .. ;. - :� 0 . . . .1. •` "s' I , . I . . � N- . . . . '. . .1 I . . . I . . � . - - . . . . . I . •8• , . . 4 .. , . . . . .. . . . . , & . •11. .. . - . . .. ' :.. '10�� . , . . . . . . . .1 I . t'. . . &. 4. . . . .. .� • ' •.. ' , ... : . •.4 �. . 4;. . ♦ I ' . .. . . . . .. . . • . . . , . . . . I * t A - '.. . ' . . I . . - .*. . ... * . ' . I .1 . 1. ... m . . .. . .. . . * --,*,. Ll .4 . . � .. �. . . � � . .. 101. I . .. : - - - . . -1 . . ->7SD AD .� , .. - I . .: .. . I I '.. - . '. -, .. .... . .. - . , - . ..- - - - I -* - . . ' * -I- . . . .. . .. . I ... . . ... . . ; . . . . I I k .. *o - - 1� ' " - . .- I , . . . , .. . . I , . . . . . . ..'t, - -. . . . I . . .* . . . . . . - . � . I , . . . , . . -1 . . ---- I . .' -.b. ". ' ' - ... . I . . . . . I . ..' . .. .. - - - I - A . * I .. , RIM ELL433.12 � . I L r Q �' .;� . . . . . . . . . . . .- - - I.- .. - *f, , b �:' - � -., ..-�' . ..... AtI` 1. .. - - '. ' * " * ' " ' ', . . . . . . '%. . - " . , . . . . . * I - � . . , � -.' ' - .. .. - 'l. . - - . ;. - - - 'Z I f-"-% - . .* I . , .. " a .. - .. , . A ... . .. 1. . . .. A . * , a . , , , I .* . ... .� .. . * .. . . . ' . , ' . * - I . SD AD SQ � - ... . . .. .. . . 4. .�' $ . .1 .. . . * , . . - . . . . ca A; - - I . .. I'. , - . . . . . I . . . r- . . . - 0. 4, , , ;I. , ,^,Z �- - S- : -- - -- - . '.** 1. , . . .. . - . .. . \... .6.%. 1. . Q -I . a. %%k " ' *6� 2; ,.* . , . . 0 0 * . . . C . . -. . .. . 1. .1 .... ' . ... . . . . . . ' .. , . . " .1. *�g . . . ". . ' - " * *.- -,.I : . . A I t.** -1 1. , ..4� RIM EL-433 951* . -' - . . . " . c * - - X $-' -- -k- - -. . . 8" IE E = 431.55' - . . .' . - .� . .1 -- . . , ...- I . - - . . . . . . .. '� . . ... . . .. .. r - is -: - = , . . .. • .* . . , 1 1 . . ... . . . ... ....41% . . . '..'. • . . . .' .. . ....*... ...' . . . . - b. . ,.* ' ( ) . ". I s . . ... I . . ' * ... In ' . . 31.45. . Q) ' . .: I - I - ' ' I . ... IE SW = 4 *. :- , A. -.& ' ) ... N I * . . . - . - . VI: L '.. ' . . 1*1%. .- -- . .. . . . . *'! ' " - - - * , . 401�1. - . - *11 - . I . .1 . I *' . - i 6, A,- 000ll� "!% ' .: .-. -. . I . . . . - ; -- ... . I .*;'�k - .. . . . . . -. A. 1. .1 -- -.' , I . . ..' . . . . . ' . . � : . . . .*-. I . '. I 't., .'- -.: *. . . SUMP = 429.40' . �. I *. ' • , . , . � .7. '. . : . r . . . . : .-.-- - %-- - .. . . . r . . .� - . .* . . 1. .. . '. &:.. -44... .. - . . . .. - . - ' ' ' w ' -' .I.. �-'--*:--*' � - :* * - >.. - - '. � * -�- - - -0 ---�; " ' --- -I --�--`- , - - - ' * ' ' ' ' * �- - �w . -. .-. .-- ' -, '- '. " * ' - -*' K - .0-1- - - - i - I - - P� - ' '" - >�- .. -- 1-1 �-�'i*�'- I ' ' ' * ' * * ' * - **' - * - ' ' ' " ' ' - .- - I �1- I I .. -- -- .- ... -.- ---- -. --.. .. - - .- .--. ` - -1 . I - . , -, - . .-- - .. - I . :'. . . . ... . I . *- -- 1. .N'3:--4'3 . . . - . - . . 'h ' 4----�- . 1. ' i ' -'� . ...:'. . .. .. . : . ... . -.�c .. . . " , " . .'- . . , ... . . .. .... .. . 41. L . . . *1 'yam - :-.;Zl . -. . - . . 3 . . . .. . . . " . : ;";", . .'k '- *' - . . . - ,a - . . . . . . - * -� , * * * ' ' * . * . . . . . . . . . . .4 ;.4 .. . -�- . . . . . � . , . . . , . . . . - . . . � . . . . r . . . , � . . . . . . . . . . ",' � -� .-. , -AV . - . . . . I .. . . . , .-//I/. I . b: : , . .. . 2z -1 ) 11-:1 , . . . , . lo" e_lt - 4' 1 7��'f - -*. - - . f - : . .' .. - . - - -.* . . I . �-" '..'r - - - - ... , . .� .- I'.-. A M-. * ?z i 0 1 40el �O� , I Ca,b ell's0 mi omw lm iWI Ill (1) � Ill Z Imi I im (a) 1� < -.0 � ! I - . . . .1 . 1-- . .: . -. . • . • . . . '.. - I, ...... ,e+•'"' .1 . - " �--' - -4 e.. . ' '. • . . . . . . ... .- - • 11 ' . . *. " I r . .-. %'gcm�m . 11 . .1 . - - C-) - I - . . . - . . T' ' '. ��. 4 . ' - . • �' . .- I ' * - . ' . .. . - - ..... -- -'-"�9.421 ;- . . I F.-I . . . . . . . .. . ... . . ... .46 . .. . .. . . .. . * ' .. I I . k- . .1. :.,. . . 1. . .. . .1 '.. ... . . . -: � , , ' .- - - - . ... .... . .. . . 1, . -.- , , . . . . . . . .. .. . ... .. . .. . � - ` . .1, . - . . 24" IW W = 429.31' --' - .- ' - . . OF *' . . . N- .- - . V . . . ' . . 00 -4, r-.3 - - . . . I I W . - I , ; . , - .. . :. * , , .. . . . - ... .. I .. . . . -. . I , . . . -. .... . I � . . . . . . - .. .. .. t' . .. . . -ttl- I - I . . . -e . . i 'I, . . . . - / : -.*e.:. -. -. ' I . , I : .. I . . .. I . . e- * " - ..- * :. . . .1 .: .... t** .1. . .- . I E S = 429.35'- - " - - e -;b-' "al' , , . 2 ,.*' * - I - . . �-` " - .- , .. . . . . ' I.- . . -" ' * . e?o - . . . i . . . . 't . . .*. • I = 4 .. .. I .-.� -iz w 4, .. . * , , '. .-,... .... '7'-" * , - 1211 IE NW . .' :.,! . . .... *' . . : / '�. I . . .. . I . .. % , . . 1�- -*. * . . I . % , � . . .. !I,,,.-.--,; - .. .- .-. i . . -- . . ... . .. . . .'� . . . ..' . .. . . - � .. - �.* ' . . . . . . , . . . - -- �.' ♦ : I . . .. .. , . . I . - . "' - . . i -. ' . .. I - 0 . ". . Y '. . I . - m . . -. � , ' . ---- - - ---- . . I .. I . . . .. . - . . . . . I . v r $ * 4 ' - - . .. . . . . . . . . 0 . . . . - I . I " . , . I . . . . ' ' " . �. . . - ' . r- ' . . . . . I - I 1. .� . . . .'. . . .. , . . � . . .* . :: . . , t:; / - ---.. .' , . .. . . I . - . . . . SD AD SQ � t' . , . .t . . . .' .. � ' ' * . . . .. �a I . : *� . . . - . o. . r .. , . . I -.-. . ... : - . ..' ." . . - 0? a-, . . . . .- I - .' . . .: " . .* I . �� . ' ' • . I ... , .. z I . ' ' ' - �9 - - .I. - , . . . I .. . -4. u , -- . ; . - I ' . *. If, _- - I -. , . . -... ' � t . �-. - . . . , ... . . .1 - - '< - . - . - . '�-' .. . *. - 0 :�:p .. ..' - . . .� . . . � . . "e � . , .. I : ' . . I - . ," . 14 �-- - -- - . . .\ . 1. . 1 $ 4". . * . . . . . ' I . . . * I I I .. , . ' F. ':'. . . I - " , . . . * " . , :1 . . . --, t �.. . , � - - ' - . . - - - --1 I * . --` "K. '. 4 . . .. *' . . , . . ' : . 1. ..' \:. . r- 2; , . I .' . ... . . . . f . . . . I - I L=433.32' ( , . .. I . . . * . - , "- ".-. I , . . .. � 11: I - I ..� : . ' " I . * .... . . . I - . . . -. .- - ; . • .1. . - . . ' . ' : a) • . - . - I . I A, . - , I . � ) • , ... . '. ... --'�. I . : . I .-- • • .. *' - .!,-t 41 -.- '-'� .. . :.. I 1* * . . . . .'. " - - -'.'' � ��- 1211 IE E = 429.771 - ' . '�. . � � .. .. I • .. . I .' .. A, . . . . I . . C= I -'�- - - s .... .. . "..'t '.' * .3% .- . I . . . . I .. . ': .. .' �. . \ . -. . , 2M 11 . - - � I, , - . � . . . ... --� ".. I . . I., . . . . . • .*. I ;. V. .- . I . . . . . . * . . . . .4. . . I . � .. _,,,_Z _' . - �- A. � -. 9 : -'- ' I n - - . - .. .� . � , . . . . . - ' . . . - '---,, , V . -. . . &-&- 240"IE*"Z .P71 ' '.. , I - I . . I 1. .. .. - 4• +' 1. t . I . . . "'. - .' . i ". . . � I . ll....:k - --L- -, I . . . . . . • . - ��' . 1, : I, I '. . . : ..'% � - . .1 . . . . . I. . 11 ... • • � . . .' - - ...- :- , '. I . . ' I : .. .4 !.l. . " - . - . I ..' -1 . . " . , '- *. . .1 . . .&. - .' * * - .4'.7 4 . : . ' ' * I .. • - . . I • SUMP 34 .. . I . . .. . . . . , , . , - J� . . , . - 4� . Yle - , -. . .. - I .* . . - - - . I . .. ." . . . ' . . . . . I . . . - . ... . I . . . . \ . . . • . . , . . •. I .. '. • .. � " - * - -; . - . . . 11 . % . .. .. �. * . . . . - . - . . .- . ' . - Al.. . I .' • - '* � . .-.* . . • .. . . � . . �. . . - . .. .. . . . . I . . - . . . - . . . . . ' * . . - I ... . . • . am, . ' - - ' . " .- - . - - .. -, . '- 427 0 - . - � . I . . * �.. -.*, / - - - - . -' - - - - . . . . . . . , . .. . .4" --, . . _ � - . - , .. Ift. ;. .. , . -'. . . ' :*t,- .- . ;& ,-' ' - I,- . . . . . . * " - - - - - . 11 ^ . ; ... S' . 7. • - - . . . . . . . .: I . Tla f* .3 . . . ..� - . ". .. . 6. - . . 1. . . . 'm . . . . - , I ' . , .. . . . .� . . 11 I . * .: . .1 . . I ..'.. . 1 . lee. '$•. � IL .* - a. - -'� - - I . . . . I X .' . . . . -4. * . 1 ]-.4.1 �-- - . . . . . . - --%� . � I 6 ' . * * . . . -4- . , - - I , , . 4 I I - - . ' - w . . . . . I . .. . . . . I . . . - .. *. . . . : . .. . I w . . -:1 - ... . .. . :' .. . . r I . . . . . ' I . . .. . . . . . .* . I I .. . , . . . . . . . - .. . ". . . . . . . . - . . . . . ...' . . V-;� - .1 * *' " �� • ./. � I I ' � - • . � . . 1, I:. . I-, . .. .1 . . . : �' - . .. ' . . . .' .. . . I . . . . " " . I ': ' . % . , ' . " . *. ' . - • . . = - - .. �m . . ... . . . . . . '. . . - .. : . . . .. . .. . . . ' I " ' '� I - - - . . . . . 4 .. . I . . . . $..a . ;00. . I n... - - ..' � .. . �.. . * . . .! .. . . .:. , . i ... . .. . . . I � ;-o" - ' ♦ . . . - . I I . • ... . � . I ' * - . .. . .' I . . . : . . I , : , . . $ * ' . . . I : . . . ..J� .11 * I - - -.- -1 * * .' .. - � _, � - •. . .. . - .1 � I . . . . .. I . . ' . .. . . * :. . � 0 C . -u-, . - ,- • - I' . I :- ' ': �' - . * I - . . .* ". . . - . , . . . . • . . .. : -- . . .' , . � ' ' .. .. . .. . .. . - . - . I .� - .. . . . . - - - . . r- 5; . , . . W. -1 ..*., �. . - - • . ... . . . - . . . . ./ ' . . ./ . ! - - It. > � * -f . . . . . . :* ' -' - .. . . , . . . .. ,'`r . . . - .. . , . e ' I I A. . I r'I'"Ir 'P. - - - - - - . :' * . . I . . . . � . - I . ' ' , . . . .6. . . e. . .. .. . I . ll� 11 . . I .1 .... .* . �.. . kolb- I /. . . . . . .. - :' S' -_- 5 . : ,.:, �� - -�.�' , - - ��.- - - - . .. . . t . ".I-..,. It .. V . .. 1. . . . . : I - . . . .. Fn ... I 1. .. .. " � .. . .. ." . I • -/. . - .. . - , i. " -" T * , . . . . . , ". I .. � . . . .. ... - ' - '. .. . .. . . -I... • ... . N' .. \ - .. e; -.1 = !. '. . - , , I . .. - . 1. . . . , . ... . .. . I . I . ' " * . . . '. I;; .-I. -\� I . � . . % -wafte,�,e;' . . immum , , . I I . '-' . - "- - . "'!' --.-.P..F �q-w I - - - - . . .. . . &I - ..' '. e . ' . - ...L.. m .. '-- . . . -a "* . - Imolve I a . /I *' . , - a . . ' - *.. .; ,-. • .. I . .'� • ' 435 .��- -' , - , --ho - ---Ii435 . --n - .. . , . INN , , . - - ' I . ; ' I - . . .. . � ': . � � . . , , *. ... I . . . . . ,. I : . FA � .1 - • '-: * . . . ... . . . - .. . . * . -, - .. . -�. W, . . .. , . .. e . I .- �p I : '�. ': I .' :.' .. .. 6- L a I I . ... . ". . ' ' . 0 . . . . . . . . I . I. . � - . � , 4 . .. *. c� C3 I- --ft . . . . .� 4 . .. . . . : . .'' �J. . -. , -:' : '�'- -,# - - . . r- m . . .. . -. : , * * * * - . I � -- '.b..*'.-.' L.j I - . . � * * * - I -. .. ". '-�" - "- " O'� � , - .. . . , I. - 11 .1 :. . I. 1 *- �v . . . . . . .. . I . . . . ... 1. - C-3 . .. .. i.. . . . ..'.. . . .. . ". . . .1 . . . . . .. . . I ... - - k .. . . . - . I ' . . c . . . _; . '. - - - . . 1. . . . - . ..' . .. .,-. " . < '- 'ri * � : ' . N-1 . * ' ' - I " . .1 I . c I I ' . - - - . I ' . I ' . . . •4 . ./. . . . I "� . .1 .. I � " . . - . . . I - -0:" I- cu -.0 "" .. . . - .. . , . . .. .. � . * :- ll.�" - ;'., .' �I!;: ! �:..!� .. I . .. I .. '.. . � . , . . 0-o'. . % cn .. .-. '^ N •..- . . . - 0 ,a , . . . . .. ..' . - .. " -1 " . - - r- a - 0 , . .. •%a -.:� . . . I r � .. , .'. J. . . . . . I . . - : , . - . .. . . I -- , � . E .�. -- - - -. .. . I - I q ... . -� P �. � . .. -.. I.. - -L . , � i..-, I . . .. - I .. I I t* L. . . %11% - �--- .* .' .. I . . FA. * ' . :� . . . 1. * I 4 .. : - -... . . . .. . : . . : • . . . . . . : I - - .. g C3 . .. *. -e- . I .. - � I . . . - . � - -.11 ' .. . I . .' . , 41=1111b, : - 71 - - . . . . .. u . . . I . r � - -A 1 ... . :11 . . J. . . . . - . . --e . , I . . . . � . I ' I � SD AD SQ i I ; I ' I . I . i . i '�t ' ' .. .' . RIM EL=435.82' 1, I ;Z I 1. ; i i . I I I I I I � - S <: N IE = 430.92- I 11 I looLm . 435.02' 1. --- - -,-- "I - -- . I I -0 ., V " IE E = 430.89' i � ffm�----; I I � .. , I --- - ,04 . SUMP = 434.3 I . I I - - - - .- ."i - 16-0 . . . .. - '� � .. . 1, . . . . . 1. " .. : . . . .--' . . ...;-.-. .. .. ... ' .*. - . , :-, " . 7 .. - � 1. .' . I .1 -;,/ . .11, ' ' ' * . I . , . . . . .. . � , * . . , . . .. I .. . . . :-- . . " a .. . . -.b ; = ' . . -'s.... : . i 16 ,' '� . . . - ... . . " . . . A . I ." . . - . I - * . .' .'. .. . I . . , . .. . . . --- . * , * . . , , . .1 . . .... . . � ' *. - ' . t. . .' . . .. - . . ; -' : . *.-' ' . . 4 I . - iz� 7 . . .. . .* . . . - , . , . - . , . . . .. . . I . . . - ... . . * ' ' . . . � .4 . .. I J�wj' 1 4 - - I ... •. I . - ... . . - . . . I . . . . - � - - &: . . " . � - * . . . . . . . . I I ,�' . . . 'j" - . lv.� - .' :. , -, . -T . . . -�. - I L.- f-, . '. , . . - . . , � �� - . I , : �:� r- .' . I - - 1, L - - - *. -.i ! .,.6*. .� . - ." , . . !-;.% . . . . I-- t' - I . ': 1. .. . . - *.0 - - -*�- I- n - ---cl- -. --T- , -�- -: - , , . 0 . . . . -=s - . " ' SI).-,- --:- - . � . - - I . I s -�- - * � %W. . � ' - '. " SD --7- .-- . . - ' A � . . . 0 , SD,-. -- --, - - -, w --%- : - a '�so • ------ � ;-W'-: . . - . 9. I . ' - L - - - - - - I It 1, 1�' -'!" ) I I I . '... .' ..' .. ' .:,. W I�S = 430.91 . . cf) .7 .. .". . , - . . - . - . -. . . I . - ---I . ' I . ' 1� .. � W 1 1 . . , - 1% � - . - . - - - I 'A -4 • J. :'. �� • t 0''..-S + I .. 7�' - . . 1,1��:-. � . -� - . * . . . . . I .. . ' � I - .. � 1. . �' ; • �' . .1 . .... . e .'. Lli .' & I ".o . a . - , - . . I - . . . -. ��;. - - .'..'' . . t--=:4�-f-.:---- * - -.- I - * ' , 3 � � % . ' . . 'w .,.j -- . . �UMP = 430.22' . '. . .1 .. . .. - . = , . :- . , : - . . - - -- ^--.'--.4 -� m� .. . -* --- - - -- ---- . I .. . I * .,.**: ; • .11 - • ;p - *1 ' . . . , -T. . � . , . . ... ... N I . ;' . 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': � _ . : lK - .1 . :. � ..!W I - . . .1 . •� . . . -�- ; .-- . . , - I * I. ..' U \ . tl ')-*-.."'-t -- - ( ' . ' . '. . . . I . . - y . . '* . . I" - � .1. . , - � . I , -%- � 4 0 . \ .. . . . . , .i'.. � .� , . . * . : .: ' ' . . . . .�' . . .. . - " - " -: . .. . . ..- 1� . �& . . - I - . - . ; . .. .'? '- - '- - I ". , .- - . I.., .. ... �. . . '. � . . � ' . � , . , , .. . . 0 4 �-- . . � . , . � - t; .-,. .�' � . . . . - � - ........ �'. . . , - . ♦ , , '� . - p•• * . , � i .j i� -, M , - . . I- ; � . c * * - . : I . . :.&,. - ♦ . . . -. - . ' . . - • - I , 1 I� - ' ;.. �. .� .- 0, . �':'e% .. i. -4. ,' . . - . - -, - - 4 . - ; . - , & , , - . , , t ." . T- 6 . % 4 "a', . � - . ;..... - • -:* .....'.. -*.. . .'.. �. ...' '.'... I I • . . &.'.. - 4-... ". - -... � -- .. - - .. - , '.. " '. 4� .11 . ':�. .. 't;.,- '. .. 1. .'M;�:'.....--�".:!':'�,-�;- -1 . . . . . wl -:. '� . t •' . "r, � . .. . I * . • .'% , , .. ... . ; *. \'� - . 1; GDL� . . I -- " .. -2...' . : -. . . - -41-j� - - w .11 - ... -* ' 1. . - - / ..'I . -, - - .,- , - A�' - ...'.. I , -":.-."' . I ."--� ' 1�... . " . .. . cl) " C3 0 - * ..';.. . ' . . . .. . . t. � ' - - -m ... -) " -s . . 10 .. - -.- ...* * - -- .. .. 1. .. . . e. .... � r 0 i:,.* . . ... �. .. .. . . - ..: . :-, . ** ld- � " - .. - - . ..'.. I . � I N... . . :. ." -;. - 1. - - , 1. . . . I .. I Y- -9'. . . * . - -f"Vl A . /? I . : .. . . .4% ' �" I.. . . 0 � . 4 . . ?c . . 0. 1, : . ' . J - . ' . . - .. ; , . - . - :� :. 4 a . . - --- -& - , - . ' - - . .. . .. .: . . .- . �' I = , - , , * = - . - - 11. .. . . - . . - !" I.: - . . .� . . . :_ �' I , 4 . - ' t � : . . . I - - - . .. �- ' * - - , . &:.:", � . . �a. .. - . , .::. *-�-'%..- - -1 , " . . , -, -- -- "'. � .. . - . . , : - �- :-"I .-, - .. . . .. . � J � . . . . -- X - 1- 11 - . . Go - On = u i.... I r"a :!. 0 - R-1 � � * '.� I .. I ' 7: C) "I •I � r- - '�- - V*-. .�'-- .' - 2 :13- 0 , 1, �5 0 *1 .. ! C) -IL C) 0 - -W = C) . : ' I I . - - a, * =- . ..' Z :. �:;' 3;p -� SD MH 9; 13;w. * . ;< - �' / 4 s SD AD SQ CO2 . 1.11 = Go ci2 4% RIM EL= 437.09' cle W 02 �z c:) ::"�'. -. * - � ra ... I I Cl 0 � -9 AD SQ - 10 . . ...... • ". r- 2; F� r;3 & ® *�; 0 0 RIM EL=437.36' 0 ",!.. 1. .. . - � 15" IE W = 431.45' SD 0 0 0 .. I ,I: . 12" IE NW = 431,83 CAPPED RIM EL=433.30' te 0 C:) 9 0� C) 6" IE S = 436.06' =1 '. �.' i't'.. .-;,.; . I - I.", 0 c; ':10 * . !• -a- . -, �A'- 0 : =- =- * I - i� . 0 0 -* 0 .-I- . e, .' :.. . 6" IE N = 431.81' 6" IE W = 432.50' C) 0 �*: tE SUMP = 433.81' 2z ... • 1. ^' - _:�.' -4 @ � . :jo_ c") c- . " I - .-- 6" IE S= 432.30 � �z �z 2z a - �:* . -. 1, 1. .. . ! ' k b "L i b � I 10" IE NE = 432.19' CAPPED 7r, I . -'ai , , . . - * C3 . -,. , ..' .' , I 10" IE E = 431.82' SUMP = 430.30' 2z 2z C) .:�� --.*;' .: ". ... 14. .";" " . . . . . � - , . . . C) . *: !;.... A6 -. . 4r 16 = .1. ' .. . . * I * . a.'..a. i-. -t�-'J-- A, � .. • . , 4 . •, . �. . .' � ' ** . - 6 .. .; 6�. v . . . - I . .. . le ,:?:% : . � � .. , - 02 0 0 \ C) C12 cf) CA W- E: C) * 0 0 0 ?z = C) 2z 0 �z =- •z SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 - C4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C20 FOR EXISTING EASEMENTS. --- Ill I IN � , - m -'i sl M1124614111 Ro . I NO, ZSINN 1, , I 2 "'alRil"N'6411s, , "M i a"inisssOPSO., KEY MAP NOT TO SCALE 1 (7 e w c / 0 -/ ------- I I i I I i LAND USE I i ; I I REVIEW SET, i I i I i i D I : I THIS RAWING IS I i I I FOR 1 1 I CONSTRUCTION � 12-13-13 --------------� 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 ��D P80fF� or 74512PE OREGON A 11 L -^ I � � - - T. EXPIRES 12/31/14 r- i i! DATE i I I i i 12/13/13 : ------------ ---------- -- - - - - - - I I i i i I I DESIGNER i i I I I I : I i I i � GTL/DWL I : ; i : i ----- I I � i • ! PROJECT i i i I � 2100-024-13 : I I I 11 ---------------------------- ---i -- ------- - - ��� I i I !. I I i I I FILENAME :i i i i I 1! 11 i i C2.1-SAEC.dwg i i i ----- --- --- - - ----- -- - � I - I&I"ol: 4 =I Mg,kl C2.5 . * . . I . . . C-) : �� 0 1 SS MH DO 0 7 =- * I RIM EL= 436.49' C-12 2z s,c) - w - 0 10" IE W = 429.47' v - I N r< C:, I- a '.'. 6" IE N = 429.79' c) C) A r;3 0-0 ro \ � fs \ 10" IE E = 429.39' � 2 .p. w- w w- r- G 1-- c 0 * k . - - ..... - - -tv C-i 0 - w- r, j C, e CAR cle cle A M-. * ?z i 0 1 40el �O� , I Ca,b ell's0 mi omw lm iWI Ill (1) � Ill Z Imi I im (a) 1� < -.0 � ! I - . . . .1 . 1-- . .: . -. . • . • . . . '.. - I, ...... ,e+•'"' .1 . - " �--' - -4 e.. . ' '. • . . . . . . ... .- - • 11 ' . . *. " I r . .-. %'gcm�m . 11 . .1 . - - C-) - I - . . . - . . T' ' '. ��. 4 . ' - . • �' . .- I ' * - . ' . .. . - - ..... -- -'-"�9.421 ;- . . I F.-I . . . . . . . .. . ... . . ... .46 . .. . .. . . .. . * ' .. I I . k- . .1. :.,. . . 1. . .. . .1 '.. ... . . . -: � , , ' .- - - - . ... .... . .. . . 1, . -.- , , . . . . . . . .. .. . ... .. . .. . � - ` . .1, . - . . 24" IW W = 429.31' --' - .- ' - . . OF *' . . . N- .- - . V . . . ' . . 00 -4, r-.3 - - . . . I I W . - I , ; . , - .. . :. * , , .. . . . - ... .. I .. . . . -. . I , . . . -. .... . I � . . . . . . - .. .. .. t' . .. . . -ttl- I - I . . . -e . . i 'I, . . . . - / : -.*e.:. -. -. ' I . , I : .. I . . .. I . . e- * " - ..- * :. . . .1 .: .... t** .1. . .- . I E S = 429.35'- - " - - e -;b-' "al' , , . 2 ,.*' * - I - . . �-` " - .- , .. . . . . ' I.- . . -" ' * . e?o - . . . i . . . . 't . . .*. • I = 4 .. .. I .-.� -iz w 4, .. . * , , '. .-,... .... '7'-" * , - 1211 IE NW . .' :.,! . . .... *' . . : / '�. I . . .. . I . .. % , . . 1�- -*. * . . I . % , � . . .. !I,,,.-.--,; - .. .- .-. i . . -- . . ... . .. . . .'� . . . ..' . .. . . - � .. - �.* ' . . . . . . , . . . - -- �.' ♦ : I . . .. .. , . . I . - . "' - . . i -. ' . .. I - 0 . ". . Y '. . I . - m . . -. � , ' . ---- - - ---- . . I .. I . . . .. . - . . . . . I . v r $ * 4 ' - - . .. . . . . . . . . 0 . . . . - I . I " . , . I . . . . ' ' " . �. . . - ' . r- ' . . . . . I - I 1. .� . . . .'. . . .. , . . � . . .* . :: . . , t:; / - ---.. .' , . .. . . I . - . . . . SD AD SQ � t' . , . .t . . . .' .. � ' ' * . . . .. �a I . : *� . . . - . o. . r .. , . . I -.-. . ... : - . ..' ." . . - 0? a-, . . . . .- I - .' . . .: " . .* I . �� . ' ' • . I ... , .. z I . ' ' ' - �9 - - .I. - , . . . I .. . -4. u , -- . ; . - I ' . *. If, _- - I -. , . . -... ' � t . �-. - . . . , ... . . .1 - - '< - . - . - . '�-' .. . *. - 0 :�:p .. ..' - . . .� . . . � . . "e � . , .. I : ' . . I - . ," . 14 �-- - -- - . . .\ . 1. . 1 $ 4". . * . . . . . ' I . . . * I I I .. , . ' F. ':'. . . I - " , . . . * " . , :1 . . . --, t �.. . , � - - ' - . . - - - --1 I * . --` "K. '. 4 . . .. *' . . , . . ' : . 1. ..' \:. . r- 2; , . I .' . ... . . . . f . . . . I - I L=433.32' ( , . .. I . . . * . - , "- ".-. I , . . .. � 11: I - I ..� : . ' " I . * .... . . . I - . . . -. .- - ; . • .1. . - . . ' . ' : a) • . - . - I . I A, . - , I . � ) • , ... . '. ... --'�. I . : . I .-- • • .. *' - .!,-t 41 -.- '-'� .. . :.. I 1* * . . . . .'. " - - -'.'' � ��- 1211 IE E = 429.771 - ' . '�. . � � .. .. I • .. . I .' .. A, . . . . I . . C= I -'�- - - s .... .. . "..'t '.' * .3% .- . I . . . . I .. . ': .. .' �. . \ . -. . , 2M 11 . - - � I, , - . � . . . ... --� ".. I . . I., . . . . . • .*. I ;. V. .- . I . . . . . . * . . . . .4. . . I . � .. _,,,_Z _' . - �- A. � -. 9 : -'- ' I n - - . - .. .� . � , . . . . . - ' . . . - '---,, , V . -. . . &-&- 240"IE*"Z .P71 ' '.. , I - I . . I 1. .. .. - 4• +' 1. t . I . . . "'. - .' . i ". . . � I . ll....:k - --L- -, I . . . . . . • . - ��' . 1, : I, I '. . . : ..'% � - . .1 . . . . . I. . 11 ... • • � . . .' - - ...- :- , '. I . . ' I : .. .4 !.l. . " - . - . I ..' -1 . . " . , '- *. . .1 . . .&. - .' * * - .4'.7 4 . : . ' ' * I .. • - . . I • SUMP 34 .. . I . . .. . . . . , , . , - J� . . , . - 4� . Yle - , -. . .. - I .* . . - - - . I . .. ." . . . ' . . . . . I . . . - . ... . I . . . . \ . . . • . . , . . •. I .. '. • .. � " - * - -; . - . . . 11 . % . .. .. �. * . . . . - . - . . .- . ' . - Al.. . I .' • - '* � . .-.* . . • .. . . � . . �. . . - . .. .. . . . . I . . - . . . - . . . . . ' * . . - I ... . . • . am, . ' - - ' . " .- - . - - .. -, . '- 427 0 - . - � . I . . * �.. -.*, / - - - - . -' - - - - . . . . . . . , . .. . .4" --, . . _ � - . - , .. Ift. ;. .. , . -'. . . ' :*t,- .- . ;& ,-' ' - I,- . . . . . . * " - - - - - . 11 ^ . ; ... S' . 7. • - - . . . . . . . .: I . Tla f* .3 . . . ..� - . ". .. . 6. - . . 1. . . . 'm . . . . - , I ' . , .. . . . .� . . 11 I . * .: . .1 . . I ..'.. . 1 . lee. '$•. � IL .* - a. - -'� - - I . . . . I X .' . . . . -4. * . 1 ]-.4.1 �-- - . . . . . . - --%� . � I 6 ' . * * . . . -4- . , - - I , , . 4 I I - - . ' - w . . . . . I . .. . . . . 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':�z. 4".. �' : -.. - -- --4 "-%,'�. .,'... ' 4 .. ;., t • , . ,.&-. ' '. . e. et � . - - \ * - . I - - . . . . • . . .'. : .' 'r -- .z , �1� !- -----, -'�' • ok : I . - . , -'-� 's.. . • 1:' - .. e.• .... . ' .. .. .. • V , - . I . -4-7 • - ". '. " • . ': � _ . : lK - .1 . :. � ..!W I - . . .1 . •� . . . -�- ; .-- . . , - I * I. ..' U \ . tl ')-*-.."'-t -- - ( ' . ' . '. . . . I . . - y . . '* . . I" - � .1. . , - � . I , -%- � 4 0 . \ .. . . . . , .i'.. � .� , . . * . : .: ' ' . . . . .�' . . .. . - " - " -: . .. . . ..- 1� . �& . . - I - . - . ; . .. .'? '- - '- - I ". , .- - . I.., .. ... �. . . '. � . . � ' . � , . , , .. . . 0 4 �-- . . � . , . � - t; .-,. .�' � . . . . - � - ........ �'. . . , - . ♦ , , '� . - p•• * . , � i .j i� -, M , - . . I- ; � . c * * - . : I . . :.&,. - ♦ . . . -. - . ' . . - • - I , 1 I� - ' ;.. �. .� .- 0, . �':'e% .. i. -4. ,' . . - . - -, - - 4 . - ; . - , & , , - . , , t ." . T- 6 . % 4 "a', . � - . ;..... - • -:* .....'.. -*.. . .'.. �. ...' '.'... 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I - - - . .. �- ' * - - , . &:.:", � . . �a. .. - . , .::. *-�-'%..- - -1 , " . . , -, -- -- "'. � .. . - . . , : - �- :-"I .-, - .. . . .. . � J � . . . . -- X - 1- 11 - . . Go - On = u i.... I r"a :!. 0 - R-1 � � * '.� I .. I ' 7: C) "I •I � r- - '�- - V*-. .�'-- .' - 2 :13- 0 , 1, �5 0 *1 .. ! C) -IL C) 0 - -W = C) . : ' I I . - - a, * =- . ..' Z :. �:;' 3;p -� SD MH 9; 13;w. * . ;< - �' / 4 s SD AD SQ CO2 . 1.11 = Go ci2 4% RIM EL= 437.09' cle W 02 �z c:) ::"�'. -. * - � ra ... I I Cl 0 � -9 AD SQ - 10 . . ...... • ". r- 2; F� r;3 & ® *�; 0 0 RIM EL=437.36' 0 ",!.. 1. .. . - � 15" IE W = 431.45' SD 0 0 0 .. I ,I: . 12" IE NW = 431,83 CAPPED RIM EL=433.30' te 0 C:) 9 0� C) 6" IE S = 436.06' =1 '. �.' i't'.. .-;,.; . I - I.", 0 c; ':10 * . !• -a- . -, �A'- 0 : =- =- * I - i� . 0 0 -* 0 .-I- . e, .' :.. . 6" IE N = 431.81' 6" IE W = 432.50' C) 0 �*: tE SUMP = 433.81' 2z ... • 1. ^' - _:�.' -4 @ � . :jo_ c") c- . " I - .-- 6" IE S= 432.30 � �z �z 2z a - �:* . -. 1, 1. .. . ! ' k b "L i b � I 10" IE NE = 432.19' CAPPED 7r, I . -'ai , , . . - * C3 . -,. , ..' .' , I 10" IE E = 431.82' SUMP = 430.30' 2z 2z C) .:�� --.*;' .: ". ... 14. .";" " . . . . . � - , . . . C) . *: !;.... A6 -. . 4r 16 = .1. ' .. . . * I * . a.'..a. i-. -t�-'J-- A, � .. • . , 4 . •, . �. . .' � ' ** . - 6 .. .; 6�. v . . . - I . .. . le ,:?:% : . � � .. , - 02 0 0 \ C) C12 cf) CA W- E: C) * 0 0 0 ?z = C) 2z 0 �z =- •z SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 - C4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C20 FOR EXISTING EASEMENTS. --- Ill I IN � , - m -'i sl M1124614111 Ro . I NO, ZSINN 1, , I 2 "'alRil"N'6411s, , "M i a"inisssOPSO., KEY MAP NOT TO SCALE 1 (7 e w c / 0 -/ ------- I I i I I i LAND USE I i ; I I REVIEW SET, i I i I i i D I : I THIS RAWING IS I i I I FOR 1 1 I CONSTRUCTION � 12-13-13 --------------� 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 ��D P80fF� or 74512PE OREGON A 11 L -^ I � � - - T. EXPIRES 12/31/14 r- i i! DATE i I I i i 12/13/13 : ------------ ---------- -- - - - - - - I I i i i I I DESIGNER i i I I I I : I i I i � GTL/DWL I : ; i : i ----- I I � i • ! PROJECT i i i I � 2100-024-13 : I I I 11 ---------------------------- ---i -- ------- - - ��� I i I !. I I i I I FILENAME :i i i i I 1! 11 i i C2.1-SAEC.dwg i i i ----- --- --- - - ----- -- - � I - I&I"ol: 4 =I Mg,kl C2.5 SITE LOCATION AND INFORMATION BICYCLE PARKING TABULATION SITE ADDRESS: 3000 GATEWAY STREET EXISTING UNCOVERED SPACES TO REMAIN 43 SPRINGFIELD, OR 97477 NEW COVERED SPACES 32 umi NEW UNCOVERED SPACES 46 LANE COUNTY ASSESSOR'S MAP: 17 -03 -22 CL TAX LOTS 2109, 2200, 2218, 2219, 2300, 2307, TOTAL SPACES 121 AND 2305. BUILDING AREA TABULATION uml ZONE: CC COMMUNITY COMMERCIAL ) { MALL SPACE 732,204 SF > USE CODE: R- RETAIL PROPERTY SATELLITE BUILDING SPACE 135,197 SF LLJ SIZE: 70 ACRES OR 3,049,000 SF TOTAL BUILDING AREA 867,401 SF LAj i VEHICLE PARKING TABULATION STANDARD SPACES 2,751 SURFACE AREA TABULATION COMPACT SPACES 244 ADA SPACES 84 TOTAL WORK LIMIT AREA 895,152 SF 100% RV SPACES 8 RENOVATED BUILDING AREA 210,970 SF 24% ce NEW BUILDING AREA 73,396 SF 8% TOTAL SPACES 3,087 NEW OR REPLACED NON - BUILDING uml IMPERVIOUS SITE AREA 434,359 SF 49% EXISTING NON- BUILDING V) IMPERVIOUS SURFACE 97,340 SF 11% LANDSCAPE AREA 79,087 SF 9% NOTES 1. BICYCLE COUNTS INCLUDE SPACES WITHIN THE RING ROAD ONLY. 2. BUILDING AREAS AND VEHICLE PARKING TOTALS INCLUDE AREA WITHIN THE DEVELOPMENT SITE. REFER TO WRITTTEN STATEMENT FOR DETAILED PARKING COUNTS 6 ��9 E , XISTING WETLANDS MAIN SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS AND HEIGHTS, SCREEN WALL AND GATE /FENCE HEIGHTS, AND PYLON SIGN ELEVATION AND HEIGHTS. 3. REFER TO SHEET E1.0 FOR SITE LIGHTING. 4. REFER TO SHEET E1.0 FOR POWER SUPPLY AND TRANSFORMER LOCATIONS. 5. REFER TO SHEETS C6.0. C6.1. C6.2. C6.3. AND C6.4 FOR FIRE HYDRANT LOCATIONS. KEYNOTES 1A. EXISTING TRASH COMPACTOR OR RECEPTACLE LOCATION. 16. PROPOSED TRASH COMPACTOR OR RECEPTACLE LOCATION. 2A. EXISTING LOADING AREA. 2B. PROPOSED LOADING AREA. 3. PROPOSED SCREEN WALL. REFER TO ARCHITECTURAL DRAWINGS. 4A. EXISTING BICYCLE PARKING FACILITY WITH NUMBER OF SPACES. 4B. PROPOSED BICYCLE PARKING FACILITY WITH NUMBER OF SPACES. FINAL LOCATION MAY VARY. 5. PROPOSED COVERED BICYCLE PARKING FACILITY WIiH NUMBER OF SPACES. FINAL LOCATION MAY VARY. 6. REFER TO LANDSCAPE PLANS FOR PLANTING ENHANCEMENTS WITHIN /ADJACENT TO WETLANDS. REFER TO SHEET .4 FOR IMPROVEMENTS TO STORMWAiER FLOW ENTRANCES. BRIDGE OVER INTERSTATE 5 POSSIBLE FUTURE PARKING INTERSTATE 5 I`KUNUtitL) NtW LOT EXPANSION PYLON SIGN _______ _______E CHAIN LINK FENCE LOCATION ______ ____ -_ -- PROPOSED NEW 6' HEIGHT EXISTING CON R T BICYCLE PATH PYLON SIGN LOCATION x x -• x x x x x x x x x 7A LOCATION .. .. - - .. - - - - x x r x -. ... x x x x H I I �j -'-- -- - - - . - - -- - < 71 STANDARD SPACES a = • % a `� 49 COMPACT SPACES ' 1VIAI,.b RING ROAI? 262 STANDARD SPACES- 15 COMPACT SPACES _ 4 8 RV SPACES iii � i` i -• - ''.' . .`` ~l` ` °. 2A ` . --- 2A I. G G {~ V • 1 t ~ + i ' c7 'L r i t i'i, .. ~ 4 4 `', `' i , i` - - , `t i`'1 •`'• e7 - \ \ 'r i ` - ' ' `� t '+ . `249 STANDARD~ SPACES 76 STANDARD SPACES :` / ;''+ `` i' 75 COMPACT SPACES \ \ 30 COMPACT SPACES / i // b Q - `{ ' 204 STANDARD SPACES 23 COMPACT SPACES 11 ADA SPACES 1 WALMART 1 sr - - -- - - - = -- - -y = -- - - 6,- ( \ / - - - - -- - NEIGHBORHOOD 4B I - 234' rt„>i,g,�,�„ - �, ~d-°- EX CHAIN -LINK FENCE 1 1 A \ : -�- �1 \\ I Io I �= - 37,857 SF _,- , -,-_,- 1 1 1 r - - - - -- 4 ; - ' II SPACE 2800 I I� I I i 6' HEIGHT CABELNS *� 3$ STANDARD SPACES ` 6 2B 58,000 SF I \' ��► ' �' - - 1- , 3 ' .) ' �n ( 2A �C.� L o�anr;1. .G:, urf'.o� 1A 20.5 I I ' 1 I SPACE 3007 (- 59* 54 w -T -• -- -- - ___ I 1B 10 { 1A ` �, 4A CINEMARK 17 I N - 39 STANDARD SPACES s �-t�." --' } (� tr I 2B 1B ww ww ww \ /./ /� ��� i j Iw I 7$,511 SF , x - E , � I w 2A 1A N - -- cro° nBn <1 I GATEWAY LOOP ers e, !n I g ' I N TARGET _. - era o, p. c:PD 113,613 SF ( RTL 3' 932 SF 1B 2B S ( , �J---- - --r -- I -- - -- - -- I ONE LEVEL { I I- - �' RTL i 590 SF c N Q 179.3' Ulf E } I SF I� RTL 23 soa JR. ' 11.3 - ---- - - - - -- - EXISTING MALL 4j j x 1 DEVELOPED I - - = 39 - - - - - - -- _ J- 213 STANDARD SPACES -- I I } RTL 2,409 SF 30,787 SF T7 BUILDINGS TO 1 5 ADA SPACES ---�` ( MALL BLDG, TYP JR.ANCHOR I `� RTL 2AN F I 16 I I REMAIN, TYP I _- �.._._- 54,676 SF I - - - - - -I ( 5 ( 1 EXISTING RETAIL X _ ( RTL 2,409,9F 72' __--- i INTERNAL FLOOR �1 - -I { - - - -) I 21,711 SF "All J - -- s ._-.- 147'_ -_.. LAYOUT, TYP I RTL 2,408 SF -1 { _ T - �I- - -- 1 L_,- 106' I { �' � - ..-�- SEARS ( 1 s i , (J - 142' P. g w T a I I I 1 ( 119,555 SF I JR. ANCHOR o LL U- JR ANCHOR � -� - - -- "' I o ( o ( { c ( V ( to I o I { � ' INDOOR MALL * 1 �! 4A 14 COVERED' ga I I 25,000 SF °- JR. A 2z, SF a a 2 § JR. ANCHOR EXISTING - - - - - - - ONE LEVEL I I \ I I 5 1 fi ANCHOR I" I" I I I� I m I M I C I 12,175 SF HOMETOWN 'c�� - - - -- - - - r- . - G . J 4 /' ' � b 4 •� ,er t, ( ` 1 I SS,O� S EXISTING RETAIL / -BUFFET 1051 14,059 SF 41 STANDARD � PA PACES 62 STANDARD SPACES 8 1,451s 4 ADA SPACES -- - 'f ` `� \ ` ce ,tr• W-r wo No W-r W- r ,ars 48 I F I 5 ADA SPACES - "_ \ _ -- '' ;1 C K, - a: ' PROPOSEDEXPANSION+ -r 1\ „ I � 8,468 SF � ,,- BIG 5 SPORTING `' ,; h �' '� 6 I V 4B I 9l' �a _ l . ` - 4B -;- = RTL 2B ��' - f42 = - -_i' i EX CHAIN -LINK FENCE GOODS l - f --j- _ ° - 4 Q b 4 b Q $ 8, 4 a 8 t 6 HEIGHT 13,000 SF �� - - ( 4,350 SF a a 4 if t, • O� 7 RTT K HL' 3 `�� C 'J"� I APPROXIMATE LIMITS C ` ~ ` 405 STANDARD SPACES - I \ / f ( f O S 4 ~ 29 STANDARD SPACES PROJECT WORK - TYP 51 - f ,. 39 COMPACT SPACES ~� 181 STANDARD SPACES t f 26 STANDARD SPACES 96,500 SF /� �� 2 ADA SPACES 1 12 ADA SPACES a- I i ( 2 ADA SPACES f 192 STANDARD SPACES r 1 •- 8 ADA SPACES RTL TWO LEVEL 4,561 SF � a N ( 153 SPACES 47 STANDARD 1 ; ' - STANDARD S ` �; � PACES 2 ADA SPACES 6 ADA SPACES 18 f 1 234.9' ' - - 0 0 1 0 / 0 0 0 -- \ -- r' r. BLDG e' - ` ,,,•+� ( °' PAD 4 j r� �~ .� 413 4 7,263 SF 1 - --� C.TI /�i f . 1� "{- 317.3 _ 27 STANDARD SPACES / \ _ 4 ADA SPACES 4 o b 4 2 ADA SPACES STANDARD BLDG CES PACES ; {� 4 �a �aa ova ,na +per �� �aa wa f b / / 0 \ \ 4 / / \ 4 / PAD 3 BLDG AD 1 BLDG I�AD 2 i\ � C�" \ I -, / / \ \ / / 4B {� 7 263 SF SECONDARY ACCESS 29,480 SF { I I 17,4011 SF 1 6 �• _ \ 2-20 ADA SPACES SPACES / \\ \ / I ¢ / r`. 6 a 48 _ - / \ / ' 7 STANDARD SPACES TO POST OFFICE 4B� 1 �I �I I I I 58.5' --'I/ Lo ( tp� I L- a , * ; / , / \ / / 13 COMPACT SPACES o S � Q!N Q�CQ (�f��1 I .�I� I HCJ� �- � I V- I cn �~ - r /I/ c w W o F o o oS E-- 112.2' 1A - �, / 1B - -�, Q \ `� . - -, ...,•�" �' tn� CO ( $ N I O I 0 `'r r - Y' •�' ` � 4 W- - 1 B a ---__ Inv v � O l ~ ~ ' Y / 1A C A G' °ooh c0l C=f ^_ill ROADHOUSE 28 �1B D N GRILL �.. ►-7 2B 1B - r .,- 6,917 SF = z' � • '' � , ct'n I � 35 STANDARD SPACES �" a 3 1i 4 d- j I c Q g 2 ADA DACES c'.� 1-� f_j 4T c)w Lu I� MI _ I CC -it i t � 1 � 4B � ' � tr) 4 a ' 68 STANDARD SPACES � � o � p ` 66 STANDARD SPACES 300 q h 114ALL RING ROAD ; 4 ADA SPACES L, a 4 ADA SPACES 9 STANDARD • \ 1 i SPACES _"- -# 4 i l I I I I! j / G - - - -- - 57.0' ' - 1 , GATEWAY STREET i u- z „ , , L �-"' -- �� ,... - -----! -"" EXISTING LTD PROPERTY BUS STATION yQ, X LINE, TYP ' EXISTING ,..- �---- TO REMAIN b SIGNALIZED r / INTERSECTION tri EXISTING SIGNALIZED EXISTING '`�.. INTERSECTION. SIGNALIZED L INTERSECTION i 4 EXISTING SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 -686 -8478 F: 541-345-5303 Q 7451 l OREGON F�F T. LaAS� EXPIRES 12/31/14 W J H F- H W W S DATE 12/13/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C3.0_SITE.dwg umi CL uml u > Z LLJ LAj i umi usi CL. 0 ce CL. uml V) uj 0 < • W J H F- H W W S DATE 12/13/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C3.0_SITE.dwg > D A SS AL I 1p AVEMENT TYP 41S PROPOSED RAISED CONCRETE PEDESTRIAN CROSSING, TYP A' u I PAVEMENT, o. EX BLDG PROPOSED ACCESSIBLE J' TO KING, TYP BE REMOVED, Tv D % 'e 0, CA1.0 < (U;UVLK WALKWAY 0 T.—Llj tt0 ; 00, oe. 'A:. e.001 0 'o; 7;:!Z EX CURB SIM v AND PAVING TO BE KLMOVE del D, TYP I STORMWATER it-00 --PROPOSED "O". �1 1.9 co Tm TREA ENT IPLANTER, TYP 'All low. 17.1 1 8 c1f) J7.8' 8 282, 9.2' % in -po ...'A�i RALT I A 4, 1! u PEDESTRIAN CROSSING, TYP LAN� WID AM PROPOSED RAISED CONCRETE EX COVERE 4� WALKWAY TO BE REMO 7� --7- 77-7, F— �Pk P_ 05ED CONC RETL SIDEWA K, TYP. uj w PAVEMENT, TYP ............ z if�r-f'% f"ir"Mr-n-MIAKI /A PR P DA I �11 I _1� I I . . b, 11 A - 's -It I KAM P, TYP -6LDG PAb\ 1 PROPOSED BIKE PA R NG _�FFE= 436.80 6 SPACES WITH 2' X 6' HOOP OR STAPI F RAUK I TO REMAIN B o) r PROPOSED BIKE PARKING T)f`P 3B HOO 12 SPACES NTH 2' X 6' Ili- RAI- R1 I I y1j < 3A Gel Oman C== c c *0- \> TYP 3B NDSCAPE, TYP. EX ASPHALT PROPOSED PEDESTRIAN RAMP PAVEMENT, TYP AND CROSSING lee PROPOSED RAISED TRAFFIC L SEPARA11ON ISLAND, TYP EX STRIPING TO REMAIN EX RAISED CONCRETE EX RAISED ISLAND TO BE I I 4 / "I I- u REMOVED AD REPLACED ���P�EDESTRIAN CROSSING FLUSH/STRIPED PAVEMENT TO REMAIN < L2 A, EX LTD BUS ---n- EX CONCRETE STATION TO REMAIN BUS LANE REET AY GATEW EX SIGNALIZED INTERSEC11ON N --4w- PLAN SCALE 0 30' 601 ISCALE: 1= 30' SHEET NOTES. 1. REFER TO SHEET C1.0 FOR I EGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. 3. PAVEMENT MARKINGS WITHIN AREAS OF IMPROVEMENTS WILL BE REMOVED UNLESS OTHERWISE NOTED. 4. DETECTABI F WARNINGS WILL BE PROVIDED AT RAMPS AND ACCESSIBLE ROUTES AT VEHICULAR CROSSINGS. KEYNOTES. 1. COVERED TRASH ENCLOSURE NTH SCREEN WALL AND GATE, 6' MIN HEIGHT. REFER TO ARCHITECTURAL DRAWINGS. 2A. EXISTING STOP SIGN TO REMAIN. 2B. EXISTING STOP SIGN TO BE REMOVED. 2C. PROPOSED STOP SIGN. 2D. NOT USED. 3A. EXISTING PAVEMENT MARKING TO BE REMOVED. 3B. PROPOSED PAVEMENT MARKING. SURFACE LEGEND KEY MAP NOT TO SCALE VEHICULAR ASPHALT PAVEMENT PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMENT PLANTER c, T 'T T 0 1 ENGINEERS MECHAN ICAL 0 ELECTRICAL 0 CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 p I IV/ 74612PE OREGON T. L EXPIRES 12131/14 w III III n DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg a 11 PROPOSED ROOF OVERHANG :0, —AIR P N (CONCEPTUAL), TYP. ARP MALL BLDG COURTY. PROPOSED BIKE PARKIN PROPOSED BIKE PARKING REFER TO ARCHITECTURAL DRAWINGS 6 SPACES NTH 2' X 6' FFE= 437.50 6 SPACES WITH 2' X 6' Lo K HOOP OR STAPLE RACK HOOP OR STAPIE RACK V1 > D A SS AL I 1p AVEMENT TYP 41S PROPOSED RAISED CONCRETE PEDESTRIAN CROSSING, TYP A' u I PAVEMENT, o. EX BLDG PROPOSED ACCESSIBLE J' TO KING, TYP BE REMOVED, Tv D % 'e 0, CA1.0 < (U;UVLK WALKWAY 0 T.—Llj tt0 ; 00, oe. 'A:. e.001 0 'o; 7;:!Z EX CURB SIM v AND PAVING TO BE KLMOVE del D, TYP I STORMWATER it-00 --PROPOSED "O". �1 1.9 co Tm TREA ENT IPLANTER, TYP 'All low. 17.1 1 8 c1f) J7.8' 8 282, 9.2' % in -po ...'A�i RALT I A 4, 1! u PEDESTRIAN CROSSING, TYP LAN� WID AM PROPOSED RAISED CONCRETE EX COVERE 4� WALKWAY TO BE REMO 7� --7- 77-7, F— �Pk P_ 05ED CONC RETL SIDEWA K, TYP. uj w PAVEMENT, TYP ............ z if�r-f'% f"ir"Mr-n-MIAKI /A PR P DA I �11 I _1� I I . . b, 11 A - 's -It I KAM P, TYP -6LDG PAb\ 1 PROPOSED BIKE PA R NG _�FFE= 436.80 6 SPACES WITH 2' X 6' HOOP OR STAPI F RAUK I TO REMAIN B o) r PROPOSED BIKE PARKING T)f`P 3B HOO 12 SPACES NTH 2' X 6' Ili- RAI- R1 I I y1j < 3A Gel Oman C== c c *0- \> TYP 3B NDSCAPE, TYP. EX ASPHALT PROPOSED PEDESTRIAN RAMP PAVEMENT, TYP AND CROSSING lee PROPOSED RAISED TRAFFIC L SEPARA11ON ISLAND, TYP EX STRIPING TO REMAIN EX RAISED CONCRETE EX RAISED ISLAND TO BE I I 4 / "I I- u REMOVED AD REPLACED ���P�EDESTRIAN CROSSING FLUSH/STRIPED PAVEMENT TO REMAIN < L2 A, EX LTD BUS ---n- EX CONCRETE STATION TO REMAIN BUS LANE REET AY GATEW EX SIGNALIZED INTERSEC11ON N --4w- PLAN SCALE 0 30' 601 ISCALE: 1= 30' SHEET NOTES. 1. REFER TO SHEET C1.0 FOR I EGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. 3. PAVEMENT MARKINGS WITHIN AREAS OF IMPROVEMENTS WILL BE REMOVED UNLESS OTHERWISE NOTED. 4. DETECTABI F WARNINGS WILL BE PROVIDED AT RAMPS AND ACCESSIBLE ROUTES AT VEHICULAR CROSSINGS. KEYNOTES. 1. COVERED TRASH ENCLOSURE NTH SCREEN WALL AND GATE, 6' MIN HEIGHT. REFER TO ARCHITECTURAL DRAWINGS. 2A. EXISTING STOP SIGN TO REMAIN. 2B. EXISTING STOP SIGN TO BE REMOVED. 2C. PROPOSED STOP SIGN. 2D. NOT USED. 3A. 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' � wava,maw:��nn:n . »» _ _ - Ica �` �v t- �t - -_l.} `,. , ,- 1 if 4 �z _ _ _- - - - - -- --- ------------- .------- - --- -- _ - -P - -. -- - - - - -- --- . »:n�n.,nnn:man: -.a� t '4y __ ,-_ .-vav :u..uo +c++a.. -- _� -._ _�_ _ -v sem- •m:,mm:a ma auvn .w.wc uawur. ..uw. a..... _ s m,x �...._ ro'c'ks ewa umm srm ..W,..«°. » ,� _ - - _ _. - ._ a mru ra�rikkt sde'ak a ... ,,.., . _ _ - fry' S tl NY2lKt` Cku : _ _6 i.at i19NAk tlWK# R�k!Ik PoinNt tlih# fbt f &YET - ,...,.. ,n.,.,.. _ _ ....._. _.�... ___. --'�t «.Y:at 6` raffia a.... _ .� s a5 la6tA 1��' €E.t Lam aid _ _ _- az EX LTD BUS 1 ! STATION TO REMAIN i 1 1 :_� mm 'k ,61. Q i�-1�1 r, m_ � 111 81 � L. a I u I Re F � Gm 1 i 1 1 1 1 i, - --- SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. 3. PAVEMENT MARKINGS WITHIN AREAS OF IMPROVEMENTS WILL BE REMOVED UNLESS OTHERWISE NOTED. 4. DETECTABLE WARNINGS WILL BE PROVIDED AT RAMPS AND ACCESSIBLE ROUTES AT VEHICULAR CROSSINGS. KEYNOTES 1. COVERED TRASH ENCLOSURE WITH SCREEN WALL AND GATE, 6' MIN HEIGHT. REFER TO ARCHITECTURAL DRAWINGS. 2A. NOT USED. 2B. NOT USED. 2C• NOT USED. 2D. NOT USED. 3A. EXISTING PAVEMENT MARKING TO BE REMOVED. 3B. PROPOSED PAVEMENT MARKING. SURFACE LEGEND , .. • . : VEHICULAR ASPHALT PAVEMENT - ° aA _ D . -, a A, a,° D . D D D D PCC CONCRETE PAVEMENT 1. A 4 °D. a a at, . P I I \ ` \ \ LANDSCAPED AREA \ E. \ \ w w \V w 'V IV w w w w w w w w w w w w w w w STORMWATER TREATMENT PLANTER w w w w w w W w w w w . P- _..- _--..- -- �i'��..... -- a , ca `� F' GD I 7 "��i - ___ = I } \1l P � i !`7 C� -� _ J� r-? T co, Q 1i , \� : � . q? . i i , I . i i ! ; . 1 2 i �i I I I � I 1 1 I , I i . cS� �a� 1 : I I .. = ` "t E � � ,,� � 3 Rp, ,E:. - I KEY MAP NOT TO SCALE -,-- -.-= - . War � 9 i , : c, -I b c> IE -f EE! 1, � t ti i (, 11. z-� � � ' P SJ C' Q G7 Q 'Y t I I iG - k i { 1I, 4 � � I Z---; fll t " o • LAND USE REVIEW SET 11 THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 ENGINEETR.Sc MECHANICAL ELECTRICAL . CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 Qp��7�4g,�51.p, �E9u� /� OREGON G d�NE t t , � F�F T. la�S� EXPIRES 12/3Ui4 p W ..rA vI DATE 12/13/13 1 DESIGNER GTL /DWL PROJECT 2100- 024 -13 FILENAME C3.1_SITE.dwg �J I D 3*2 a t i .1� •, H I R -, MATCH LINE SEE SHEET C3.4 z � -- I . g I - � �"mmvmms I hl.l. 111111111111401111 7 i 111111 011111 �--AiS�Smimmms �- - -�� , , I- - I - Z/" -- ! . - el,�, I� 11 . N-, ), I / / / / ,/ , III / / / f / -, i I I . I 11 ,;--�j I t 1i .. I 1 I 1;x" 1� � , I'll I I 11 � [ I � I I � . I -1 I( , ► . Y . e . - i I - - � !a I I � -11 fq I I 1 --<.-, 1, . I t - " I � - � , , �� ,S - , . c// ;0 ---�"` I ill 11 \ \ 9 . b - . a 10 o .. .. . I \ . N 11 I.. , . I I I .. a � I - \ I Is F � , � 1. � - L-- I '. .. - * . , " I- 1, v , -;K1 .0. \ \ \ x \ I — — — — — — — - = = == — xr-- 116 - �, I IL \ N. .. I I , - I I . \ \ \ , .. + . � - d I I -`�, \ . I + . 1 P+ ,,, \ " 11 I 0 11 \ I If I . �, 1z \ \ \ = � \ \ � -. , - ) I I I I , \ \ � \ � - + 11 , . , b . D� I f � " -, i� III ;5 ,�� I --� —IN \\ ,\\\ . . I I 11 I - \ — 'r A\ - I IT-1 IL . 9 I ill I k 0 I! � . 7K I 1 0 - .\ 1\ I , 'k- I . . i _0 � \ \ , N i , - b D. � I � < " 11 I , . \ � \ N -------- !I I I I I - \ ,----.---BLDG 4 � ", X � , I . � -./� , I I \ \ \ \ \7 �11 1 I . — , " �. i ( -1<1 I "'..., I Ill 4 k \ \ I 1 4 H .� I - 11� N. I I �, \ \ . I i I N . 1- � --t, j Y�1� Zx I Ill - , � \ \ \ .1 ----- - \ L�*' , ., I ; I ,��. -11 'I f ,o-7,EXPANSION el. . I t'� %< Y, I III . I N, \ " ,._ i I-V . t I I . . , � . I < 1 1.4-11 11 4!, 1 � .11,1:� e I I ��--' I + -- I < . EX BLDG � -N'.. ---`1 \ \ \ \ N \ \ , � I e I -. 6�. . ...-/� ,�ITNN, I - S i � 1�1 * �. 4 � All,, ,� v - , 'FF = X17 Sid —%� Nllo� '11� I [11 ; I I I ., i . / ., I ill . I , � , i . I � - a k,— � , '. I 11 d , --, , , - � ." ,<,- ��./,q I b 1 -A I - = . -77 711- %f rrr.= 441,00 ."', I [I] 4 1 SHEET NOTES : 15 I , , "I I ,'I ... - .. �b, ", i . I Zkl I " . 'a , - \ �4��:kr ibl. . 11 .1.. b- . >� 11 I u I � 6i II \ I- 7 - , I " I , N I .,� . � - . ., , J�, X" I I . - \ \ 1;1 1, � . � 4��, , -- - � 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. , , �/ . \ -t--, - I & - � .�,� ,N� 1/111( , � -- -1� 1. ,� I Ill I / 't, \ / / * f / 11 I e 11% ?�� I 11 �,fr' -,.jo , "I / 11 / I tk- -. I N , �' II -1 ? I t I I . >�, \ I � r> 6 -� ':-, / - I / / / ve f I � " 1� I I ', N - -1-11 - -- / I I i . -� TING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. . 4 11 t, -,-" , . f " �/�/�-,� - �/ - 4� - 11 - 1. - - - -... -.-- I ,- , R / / / . \ \ \ -\ ,. ;k- � . , .� > " - "" I � , I I \ - . .. � ,,�,� I `�- 111 �- XX 1� I Ill t 4 I / / ,- \ I . �, -- � �- , , I I I ill I 1 / 41 , I 1 � 2. REFER TO PLAN I \ '; . . I.* 'ti-.'- - ,-, .., 4 . . �.:'- ��', I 1. ,-�, I 11 �� �4 I / / I !,�,�- tI - I 11 \ . . .1 e �l . ' ill, D. . "-- , 'o / d % / / , / I - A � , I- -z- - / - -,-Y I . - ,:;z-.-, I , v A x-w-- � \)� . � , 1c, L44T � - - - - - - - - - - JLj - -- - - - - - - - - - - jL - - - - - - - - - - - - J, ----.-.-, p "I '-'� - ,.N. . I I N mmmmsm�- , � -.� I - ,,, - \ ,�--==��==����====�,�,M����L���lk.��-W I - a 3. PAVEMENT MARKINGS WITHIN AREAS OF IMPROVEMENTS WILL BE REMOVED . " . . . , 1'�N. .. . , - ., - 6. .4- �� -D, ,,�/ -*1 I > -� I . . . . .. : �o*- '� I I . , �4� I �. ..�;�... -�- -�P�, ,,e 1��----,������������ 'I I , ' ' - DpROXIMATE ----� 1 \ .,. . .. --x.,- .1tSw 2f WDE PUBLIC - .. - . I . -- I - - - -, -- - UNLESS OTHERWISE NOTED. i . - I , I , 1. I . - � FOR X \ \\ . � ...: - � * * I", , . , : 11 .. I t\aL-1v)L-NT , I " I ... . � 11 I , . . 1 * --I�f' - - !- I--- , 6 AC tit) .. I . i . CESS . \ * . . � .. .,.. -: , ,.: I STRI AN AC I I : . - �, ; * , - . .. I * - , , * . --- - It BIKE/PEDES , . . , .. - . - - . . '.. .- * . . ,* I .. I - -. * . . I . , :- - .: f. . � ... .1 .. . . -, .. ... - , I -1� �-> . .* . .-I -- - --- -- . -,-.------- I .�.. .. I - - .. r_�--��-� - . ..... -- . — . I � 1�� - \ \ . . 1� �11� * EX CURB, SIDEWALK, �, I -1 4. DETECTABLE WARNINGS WILL BE PROVIDED AT RAMPS AND ACCESSIBLE 1� .-: - *.'., � , : ** I 7 .. , -� ; -- I - - I .". . - ..'.. :. �0 AND PAVING TO BE -.- � ROUTES AT VEHICULAR CROSSINGS- g.. -.a.-. " I , N-x, P, -'-** - .-- . . I . I � - .1 N. : �'< ',- .- .. - I .--.- . I ... " - . .. - "!..- * .. .� . . -�--11 ." . REMOVED, TYP I / '. .� ,-, . --, : :, --- ,-� . * ;0 - . . .... . �'. - : 4- - -- - ... *. , ', *.r ,.. S. - ,-:... - .� * '. -. *.' - � � .-, % .*: I . ; -'. * 'I � I ... - '' -7 , 5. CONFIGURATION AND LAYOUT FOR BLDG PAD 3 AND BLDG PAD 4 WIH BE .. - * , .. W- - . � :.,.. * . I - - f . .F -',--�,i .-- I I .: .� N* . - , ..... :." I .: -� - , - .- stc I . . - � - * 1: . . . I.. . - ..� I .. . S -,r---.- - =� SG -. . \* .-\-* * .F, * . - .- -. - �--�,gg. — -..SC-- -,.-..--sc- --- ;,-.- -. -sc --, - .�-. s --sc, --. = sc -. .. : . ,- -� * � -�1.40- - .... -. ..- -�- ,- --F - - 111 . � . - 1 . . �, .-N., .... 1,.\ - " . *, .: - �-�:,*_ - -,. - - � �--, .., - Isc - - mgm - 11%*� , _V4 1 . .1 - . y* . IN- I �,, -- I I H SUBJECT TO CHANGE DEPENDING ON SEI ECTION OF TENANT. 1'. . \-,,� . .. . - a- � y - .. '. , . , I N, . I 1. . '. . .. ., . .: . . . - I II f . - - ,:,. I - - -:.-. , . . -14 - ; * -- - 1 . . . I - -�� --.... *. 1I �- - . 2L , I I - - .: �� I A ,' � - �� 1�1 . - .\. - . � - /' v , - . .I. .. * .1 - - "N � ,// � ... . I .. . . � - , , , �� . .�. �' .e .1 - I . I. . ., , " ". , " .. . ..., . . - ;9:� 11 k- ) , .. ., . .. . , " , X :. I - ., . �. . i§o: 1--� � � - . . .. . . I -: .. I ., J! % * ... *..*. : .6-s� � ---. - I . - - 11 . .. I � . . , . .-:10 - - � I I - :: *,P' - %, '11 . . .... .- . . I ;/,-. .. .. "' - I - - . - ,,,* * -.. . . , ��i: � .,',�', .,:, * . .1 . ... , " . e 1 . , , ..,... � %- . p ( �- . .:. . - . 1!16 -" -'> I - , , i- -, . . ,.. -�,- 1. '. . - .1 - . . . . . . . . , .. :. - ._ �v . � - - --- . I.- ?-�. . .z I , , I "-� --;_�-, I ,)�) . , s .. k It I . i N. -, , . - s ,� // - ", --,�-- - �- - �: 0�1 I 1--l" , . .-:- .. . -::� .. . - ::�a I I I�, - 1,-e� * BI-DIRECTIONAL BIKE ". ,.k "I. -.. * , '. - I � * . . 11 ., 11 j, I 0s. > -,��< I I I '$-- -, .. . .,k .% , .. -1 -,,.- . , ". . �-� <?i", � I--%, I "�� - I i, L,, I I LANES I . : , N . * ... I ,� � 4 .. '. - I HEIGHT. R FER TO RCHITECTURAL DRAWINGS. * .� . . . - < "- -1 "---" :' *.* * �. .. ' I - . - 0 i' - -, - I . N, - I :, �- - . . . . �. .. - - 1-1 -Ll� ,--" � I-- - --" , <1 -1 �-', � i . . . .. (..,o --: <� ",-----"' I I ., .11 , *. . . .: . .,j - " , 0 ",:� I i ii ... . ;..;, - i�,-, 7�e� ,�� "� �� - ,--�m -� 1 1 I 1 'I I ... --.. (') L -- �, , - ---I"` �' ,' - I 2A. N OT USED. 4-. .-- -1 ..A,` " ,/--, \� . I .. � " � I i z __ ,I ,--, .�'1 0 1 , <� ---' '�11� x / ",/ - . I . I ., - .1 .. .., ��. . - . . :. "" - 'l-le I 1-1 I , . a . . 1 ,'+��-` ��111-11" — I I I 1 SIDEWALK, TYP 2B. NOT USED. i I ?- -l" 1. /- - .- -, sc - - �-:��c.-,- -' I i `- i , -<y ' "I ,.,,,.,�, I . `�� I ,,..,00,0,00000� , I : . ..7. : ""'I .� . . . . . : - O--) � * �-. . = - - .. , ** t -4 "'�Q.. . " . � .. . . , . . . � I � - I 1- , . # .,I` . - . . . :- , I . '. . .. ". ..., I I - , --- I`� 1# .�, . - - , = �-- ... -. .;r� � .. . - - , . - l I I I . . . ,t-� : *.. .. "- , �- -,*� -11" ,/' . .. . 4 - 2C. PROPOSED STOP SIGN. .11, ---<; [� � ,"t - 1-�,' I " �-. , . � - - .*. I %.. " * .. 1-1 . - a " . . . .: , I . . . .. . - , -:- -�-f'- - , , r. ... 1 I�6 1 i , i, i .. '. :::;i;;-, -... .. .. .... - . . -". - � . . . . -7 *7 1. .'. iv-�' : . 7. . " - 11 U , ��* * � - -, . ,- 1. .. - , " .^ - . - . It - - A) --1 .: .1 , < * � --t ,i.go i 1�� --1--,�- I . - , . - % - - . *:,,,�- - . , �j I - " � 0 � I , i ,�,� -,,,/ - ... - --:-- - ;� - % : , ; . . .. , .. I -f�l � - - * - --,< .1 . f *- . *:-$;, . 7 7 , , * * . . -1 I .., . , .. * ; � . . . . . 7 . . . , . . - ;' , '. -I I i . I - , .. .. ; .. , I . . ..% . * , -�, I . . l�f I I , . . , '� . . - , * -� . 'I- . . . , . . - , . .. . ."�, * . '. -,o - . . . - . .� . . . . - -- -- , , . - - - - .- : . - - v ��r . . * * . . ` I -, � �1, . . . . .. . . , .. I * , -,-� ! -� . .. . - - * �� * V* . , I : .: . - - -;�-�,- ,,- ; .. ,I --- -* -.-.,-- - -..:� v, : -. I - ", 77 ." . .- "! I . . . .. .-. -... . .j- 11 1.11 / ..*,;--,*. . >�- . V 2D. NOT USED. *. , 11,` "" ..0 �11 - - I � I . '. , , , N ---"' , -,--� - :: ,- - / . . . I , , � , � .,� . . , � .1 I MARKINGS, TYP �1 '��-� r- - I 2E. PROPOSED YIELD SIGN. � , A , " 11 - - , , . ,: �-,- , - . .... - . . -., .; ),, ... ..�tl- it . I i ---� 1- - - . -- - -14 �', O. . -�q '. � -,,- k * - 1.��- - " ,,` .., * V . -� - .. �, . . ! I tI II - :.:.... ::-,.." V. . .1 - .% .., -�-' % -j --- 1 . -- .-I -- -- . . : I : ., - - - I-, ': -I - , - " . I I �1 - . - , -'�---, - : . .. . : . , , . . " 1* �, I -,� - . --1- :. . . . . : I . . , . . 3A. EXISTING PAVEMENT MARKING TO BE REMOVED. -,.,.,�A. r, - I --- . .�*: .. - - .. .. .. . I I , - . ,, 4n� - 1fl, 14� z ? - ,ON, I I i.- - - �-,,� -I'__ - -111, - % - .,:- \"\ IN I .. 1. . . I - - --� --- '.. .. .., 1� -�11\ I .1 i i I - .. : v ��,, , -1-1 -�11� "I-,' i I -.!.- . . . .�.. . � N`\� * � I li� 11 I I Ii --- I --< �-� I"I" j 1�- ��; *. ... . \-� I 1�11 . , , I - I I t 11-1 .� -, 1:1\11 �1111� , - -..� .. -� � �, - . . . , ., --��- � 3B. PROPOSED PAVEMENT MARKING. .. ,('c1.'1*.' - - , -t :*- I , N�l � 11� ,-p -t -. t -�, -"--, cf) - ." - " * -, --,I, I I � I - e< � I -1-1 1."' - ----,. * , , � - I '! , 1-1 - --o"' ...: . .:. , .,I I I . I & I '�'11-�--,'�, I � .� I �, I 11 � "��� I �� . . ,I,, '. I . -) - ---- --,� I ��>...: ..'.. . \ I � - . -- " 'j, 11 I Iq I I I I - .1 . * , I I ; -. L-1 - .. -. -,-, 4 * - . . ,\' - N IN I . a . 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I I , IN, 11 lot IN, k t I I'll. � I r',�x 11 6 .1 1.11 I I .., I , - I tw a- . 4— 1 11 , -11. E 1" 7.1 p . I /N-10 i- . . 33 I I - I I • "':::::];� V . '' Typ, ,< , " i-1 L � I / 11 I 1, , , I , �� I ;I - I N . . 11 : A . I \ um A Nx - I 1. I �I L �', I * I `;1 4 : it, , I I �� q; '� 11 11 f -1 - I.' ,b: Z11 .i I 1, I ,t, k < � I 0�. , �- [[I m , I i f ! . \ ,-- 4 =: , .� � A I A \ I • \I& 11. � � V11 11 11. \--:41 � I - I \ \ - �,-\:s� , I ��-. - \ "I �. -.141 ".", lkl-.,�', \ \.1 t��,- I -, " SIDEWALK, TYP " I\ "". -'r -1 .-NN I �,:k L\� �� , , I . 'I , - - , ,'. � 'I , - ,:L,t�2��- ---,.-------------.---.--------.-,------- ---- - - -- - - - - - - - - - - - ---- - - - - - - - - - * -� I-%------- - - - - - - - -- -------_ -- . - 1 — 4-== — — — — =4 -S-.0 -W4 — — � � = = = = — � — — — — _:i-_ — — 'I- — — — — — — — — -- — — --W&..S-= = —,= = ,,---- —, — — .M#r — — . — — — — — -- -- a— — — — — - . I .1 . ... . ... . .... - . I .. '.. ,.- .. * * - * .-I . - . - . . .1 '.�, -, - : .- .� . ....... ;. ... , .. . .. VEHICULAR ASPHALT PAVEMENT . . - :- . . . . .1 �- ... ,.* , ... . . - -1 I .� N � . �'. ,. � I � P, I .. I '1 . . I . . '. 4 ' I . . I � - * - 1 4 . . El I � A . . . : , � � . � 4 .1 p '� -4 1 CONCRETE PAVEMENT p n I . . % pt, , P� - � ' I' LANDSCAPED \' I \1 I " , \ 41 * * w * 1* - IV w * w .41 w * I * -1p -V -& w IV 11, w I& * w IV * w * w � STORMWATER TREATMENT PLANTER * * -V w - I --- - - -.-- - m M ml . I I E�iiiiiii�,q 0 ,00160068, ON IN" - i "` A - - . - 4 � . D --`- W c11 Ramon NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 1 12-13-13 1 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 ------------_-_ � P��E9s�j, . \% N OREGON 11 % 1%1� 1* I L — EXPIRES 12/31/14 W -j F— F— IiS- w W M CD Ar mn m DATE 12/13/13 1 1 DESIGNER GTL/DWL PROJECT 0 0 m 2100-024-13 - FILENAME C3.1—SITE.dwg - - m C3.3 - / I . , � I - . . I -.*? - 11 I � --. \ . .� ..<�b , . �.� . . . .. q, 1. , �� .. - . � I - 41 b , no:p // ,.�� � � 4 Lf � 1 C) , I - I . . . ') 1 �sif . 4� . ; . . . . - . -V I ;-. it" : . I It . I. I I 11 - . . .. . -� I � . . I I . I , , , . 10 , 1, - , - - � - Aff� --y/ I ", , �r,, 7.,,A7 1�e ``' � , � � --, -- �� `;e I -", . . �*-, . , :1 , I , -1 - . 0i , I 0-1- . -& .i - I . I " .. . �, , f .1 1-1 I 'I;- .,�, If . . -- I IL --4i llt 0 - (/) , :'� I. * . 4:0 0 I -1 "I . I * 1 1,4 N,� . I\,\ I . . . , .. � 9k . I I I r 11 - 1 , 11--il I BIKE/PEDESTRIAN PATH 1. k �-� I I It L. . � * 4, L;4', i� . 11 �, - I'll 4 �1� I 1. , - I I 211Ix I . , I. I " L . ., i I\ IN ,6 . I & � K/ C-j I X/ I I I \ . . .1 ,1, - 4;�;�, .- , . I I, '. . I I , I I I I �� I \ 4 1� fill\ U-) I , , . . . � Y-1 r— r I I 4 Ill i t -H I I IN ,-- -! 1 — ., t e--1 it 11 , 11 . IN 1.4 113 1 I "I'll I z I I II 11 I -IN// h : IN ""I �11� 4�, - z : I I NIX 11 �-. I I , IN, 11 lot IN, k t I I'll. � I r',�x 11 6 .1 1.11 I I .., I , - I tw a- . 4— 1 11 , -11. E 1" 7.1 p . I /N-10 i- . . 33 I I - I I • "':::::];� V . '' Typ, ,< , " i-1 L � I / 11 I 1, , , I , �� I ;I - I N . . 11 : A . I \ um A Nx - I 1. I �I L �', I * I `;1 4 : it, , I I �� q; '� 11 11 f -1 - I.' ,b: Z11 .i I 1, I ,t, k < � I 0�. , �- [[I m , I i f ! . \ ,-- 4 =: , .� � A I A \ I • \I& 11. � � V11 11 11. \--:41 � I - I \ \ - �,-\:s� , I ��-. - \ "I �. -.141 ".", lkl-.,�', \ \.1 t��,- I -, " SIDEWALK, TYP " I\ "". -'r -1 .-NN I �,:k L\� �� , , I . 'I , - - , ,'. � 'I , - ,:L,t�2��- ---,.-------------.---.--------.-,------- ---- - - -- - - - - - - - - - - - ---- - - - - - - - - - * -� I-%------- - - - - - - - -- -------_ -- . - 1 — 4-== — — — — =4 -S-.0 -W4 — — � � = = = = — � — — — — _:i-_ — — 'I- — — — — — — — — -- — — --W&..S-= = —,= = ,,---- —, — — .M#r — — . — — — — — -- -- a— — — — — - . I .1 . ... . ... . .... - . I .. '.. ,.- .. * * - * .-I . - . - . . .1 '.�, -, - : .- .� . ....... ;. ... , .. . .. VEHICULAR ASPHALT PAVEMENT . . - :- . . . . .1 �- ... ,.* , ... . . - -1 I .� N � . �'. ,. � I � P, I .. I '1 . . I . . '. 4 ' I . . I � - * - 1 4 . . El I � A . . . : , � � . � 4 .1 p '� -4 1 CONCRETE PAVEMENT p n I . . % pt, , P� - � ' I' LANDSCAPED \' I \1 I " , \ 41 * * w * 1* - IV w * w .41 w * I * -1p -V -& w IV 11, w I& * w IV * w * w � STORMWATER TREATMENT PLANTER * * -V w - I --- - - -.-- - m M ml . I I E�iiiiiii�,q 0 ,00160068, ON IN" - i "` A - - . - 4 � . D --`- W c11 Ramon NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 1 12-13-13 1 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 ------------_-_ � P��E9s�j, . \% N OREGON 11 % 1%1� 1* I L — EXPIRES 12/31/14 W -j F— F— IiS- w W M CD Ar mn m DATE 12/13/13 1 1 DESIGNER GTL/DWL PROJECT 0 0 m 2100-024-13 - FILENAME C3.1—SITE.dwg - - m C3.3 e-n X ODOT I— BIKE /PEDESTRIAN BRIDGE 4K Ilt 'k 7- 'd tik J itt rl Eg -7' TYP 3A t 4 --2 EX SHARED BIKE.&EDESTRIAN PATH 3A I cn! PROPOSED RAMPS WITH LOWERED SIDEWALK � i{ �..,..- _____. ---- -� �� � { � {� � t l � . ;p� X R RAMP TO REMAIN T'& 3A i � � � 2C 3 B C=-=3 J=L- -- GATEWAY LOOP Nt EX LIGHT POLE TO BE RELOCATED Al 0 . . . . . . . . . . . ....... .... .. EX TRANSFORMER TO REMAIN 51 14 6 61 EX ASPHALT ROADWAY TO REMAIN I 22 WIDE PUBLIC 1 APPROXIM ACCESS EASEMENT LESS BIKE /PEDESTRIAN AN AC-- - - -- - - - - — - - - - - - 3B I P 3B PROPOSED BUFFERED. BI—DIRECTIONAL BIKE Typ 3113 LANES — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED CONCRETE KI;K11 SIDEWALK, TYP 3A 7 3A 1 DD TY 71 3A Am 'MATCH LINE'va"E8. Sl' 3.3 NOT TO SCALE N -4w- PLAN SCALE 0 30 60' �Iwmmv I SCALE: V= 30' SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. 3. PAVEMENT MARKINGS WITHIN AREAS OF IMPROVEMENTS WILL BE REMOVED UNLESS OTHERWISE NOTED. 4. DETECTABLE WARNINGS WILL BE PROVIDED AT RAMPS AND ACCESSIBLE ROUTES AT VEHICULAR CROSSINGS. KEYNOTES 1. NOT USED. 2A. NOT USED. 26. NOT USED. 2C. PROPOSED STOP SIGN. 2D. NOT USED. 3A. EXISTING PAVEMENT MARKING TO BE REMOVED. 36. PROPOSED PAVEMENT MARKING. SURFACE LEGEND VEHICULAR ASPHALT PAVEMENT PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMENT PLANTER '7 C, i i;17`77 T �7 r L= I 11T 'T T mm��= LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 Napoli L- 6 ENGINEERS MECHANICAL ELECTRICAL • CIVIL 0 SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-34S-5303 irN�`c9��9 74512PE OREGON T. EXPIRES 12/31/14 W W W 3: 0) W DATE 12113/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO TYP AND PAVING TO BE REMOVED, TYP EXPANSION WITH AT—GRADE LOADING DOCK GENERATOR TO REMAIN jR. Lu lin I ui l ui Lll IJ EXPANSION WITH AT—GRADE LOADING DOCK =4, A "Y KI' /7/ S 7ZIlj ZN1 -d • 4� i l,t \\ \ \ 6 5� IN lvx f hv ;SG A ui Rk' k > "PROPO SED J1 :PARKING LOT, TYP. Sc. > Lu sc Ys�c SIC •ui !9id B IN PROPOSED PEDESTRIAN •J • �. .• t • i \ `\ ♦ \ \ \ \ _ .i,• •••\ \ •• s - \\ \ t.• \ ,,,�1 \ \ \ • \..r -\ \ ° �\ ••; r.. w ,.r"� i' C,+''. "E �``'-+'�r ''�',.. F'- e pit RAMP, P, TYP 5 APPROXIMATE LOCATION AND ORIENTATION OF TRASH COMPACTORS AND TRUCKS, TYP. !TYP EXISTING CABELA'S 7 LOADING DOCK AND TRASH COMPACTOR B � !� ._. _` � D D O •0 ED D. ••O• C •. ' q • •� D cir D - • O " _D'" . . a D �..... n . Q d ,DQ' ._ ,.,..e,. A ? a�- D D_ d ➢ __ e. "`_ D - ••- ''• - ••' •�.' e u• d p . 0 1 D ,...W. a"•D? W O '""A "' d - D ' D O � D "' ` ' -pD. a• '�-.® 0—• D ,� Q—. . € v - � ma- y - r r s }'/ > {a ' -" �D - ' .' a i,�^{ ' • A a.� 4" - ' f �".s_r_ ' ip• ��.i.SL• `"�' - ]4: "'PROPOSED CONCRETE- �--:i-.SIDEWALK, TYP. c- n. Ntl ca '41 < x A j� < Z�o I '41�17 17 CONCRETE 7 7 T7 Nkn PAVEMENT, TYP v�' �XN' x P. EX BLDG TO BE REMOVED, TYP Zl 00 PROPOSED ROOF 'DN OVERHANG v Xl. D. 4 r P 4 4 A 4 k F- lilt d-' I ( Q oDp d p -A'.' oD C> PROPOSED I IAI OPEN—AIR COURTYARD -. 1{ n OVERHANG TO REMAIN PROPOSED ROOF OVERHAN (CONCEPTUAL), TYP. REFER TO ARCHITECTURAL DRAWINGS SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. 3. PAVEMENT MARKINGS WITHIN AREAS OF IMPROVEMENTS WILL BE REMOVED UNLESS OTHERWISE NOTED. 4. DETECTABLE WARNINGS WILL BE PROVIDED AT RAMPS AND ACCESSIBLE ROUTES AT VEHICULAR CROSSINGS. KEYNOTES 1. NOT USED. 2A. NOT USED. 2B. NOT USED. 2C. NOT USED. 2D. NOT USED. 3A. EXISTING PAVEMENT MARKING TO BE REMOVED. 36. PROPOSED PAVEMENT MARKING. 4. REFER TO ARCHITECTURAL DRAWINGS FOR LOADING DOCK BUILDING IMPROVEMENTS AND SCREEN WALL ELEVATIONS. SURFACE LEGEND VEHICULAR ASPHALT PAVEMENT a pp PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMENT PLANTER NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 100 WEST 13TH AVENUE EUGENE, OR97401 P: 541-686-8478 F: 541-345-5303 Q\�� `�� 7D 4 512 � E 9u �j� OREGON EXPIRES 12131/14 3: co DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg ME r ryry p c ° EX BLDG b yG"a o '� �<) y,+ �aWj .--,, <ai' vat ) taiti •� qW, " <ap � o )� , � � ZC, <r n ,h � n ,7 �t� 'LL`,�Cx, � V c'� �G b,4.\Y� I I I I o b b II _ FFE= 437.54 � 436.96 436.71 436.71 436.71 436.71 ( I I f 2.� x a �' X TP iP 1P b x c) �) "6 a x �6j a X x a 437.21 437.21 437.21 437.21 436.41 TC/lp TCf iP Tc/TP T!C/iP ry °n`'r' U 435.85'. - : _ ., ,� X 436.71 436.71 436.71 438.71 436.71 436.71 438.71 �r (` �� 1P 1P TP TP TP f X W IiL ��+U �i��° i��1 AW�a --'.ls ��•C�< 438.98 437.00 f 436.20 �/�' T+C/TP X 436.20 436.20 438.36 438.88 436.91 436.41 _ 436.28 Q0 438.22 436.48 S I a `� °tip ,a TP 436.08 �' TOf TF T�/TP TP 9, TP TP Tp T�.50 435 CD T�.22 m 436.08 1P 436.E 438.11 436.11 \ TP 436.E T' 436.1111 7p Tp 436.1111 436.08 438.08 438.11 436.40 TP Z I f tU/>t �? s x >r ''� 435.72 435.72 TP Po 72 435.75 436.E ( .436.40 436.11 f a Rlm RIM 436.20 438.2U 436.32 436.32 MM 436.68 x.22 Tp 1 x 7p 7p 7p 7p TP 1p 7p 436.20 m, b I I�sss °� mss >s a, �• 1 I., x O 437.95 437.50 f f I �Sr X •'`� `1 w TW .50 ,ip 1p 50 f 434.00 R - -� �.. R - R - - R ���' R a a R-i --- R--- =R - - ---R -•- =R F�--- W aW �R -� R R= R - - R - R .� - R - R - - R - - R - --f-- x - 437.45 ' j Ci •G '!t! ♦I "�� x �( �� I mo ��96 �s9 il s >y �s , �' �J j � 438.0fl c) c c+ A c) it m �. �< W x TW ss, ! 1 a) a NW � • x x Yom• X X77 X C X 9 I�` •sla`'�t <, ?` � 2c.,N WS � C w a+) cifl 2 r Z n c)` W O O ? 8? S? mom\ c} - c) r c, C c w +> CS_ ° _ U� • 'j R ? rY / aW Cti { O�•IW O.a O'i a p Wj O . a X W ,.a .•a W .-a I X X X ,�.'� c' �' c' c"a+ c''� a n rn c)"s '°w aW n a, c) 6, �,wa, c)wa, wvJ .-<"w h�. >\� • � � b cp �> �, s Oh 2 gP ' 2 a a a z' A a a a a ' V 1 �. ` 1• � U p3 U2 a9r O <P °2 °y a0 J i9 O ' 0 2 ti 2 ZA P y a� n p {/) x yes �` 6'r19 °"°•.O� nt X 77 aS, rj S 9 bn� b7 __. ZpA ?)7 2pw a b3 bh 2pc�, • ?cP h'. 2,N bh b y� ' X Q X ° x�m x x x x x x x 57 x x X g X X ?m � • `' �, 6' � 6'� ��i, �` m °> �' i5'or �` a'o, _ �Z` �'� � �' �' s,<s '�s,g � � °> � 6' °0 ��, �`�?'� Z X X m s r 190 TP/ME--1 >" >o ass' mo m x X `'°7C ? x `• 9 ASP •'r X y rr"s '�b.�� •6.p '�s`�' r�,s X Q '� ',S> ' IJI vv ss>>s tr s >r rr X p 434.33 6 434.76 435 29 x p � r � `��c 435.29 ���?' � 6 43537 �' ���sr � � x „ 435.31,7 435:65 ` >z�sXs ���' Aa � ?? X �' �S ` 434.82 x F s x :ti s, ° �`� TP 434.84} 31 o TP 'a`�'433.86 434.29 �' �' ��434.82r `g RIM �� m '�' ��� 84-ssr 43484 ' TP p ?y TP rn Rim f U x # RIM 434.65 FN >r x Q 434.65 laM �'�s435.18 x x ��s x 435.20 x A t4M s Rim s -� � 435.20 x , 43458 �` ,wry 9s •9 r� r .? s .o 4352{} r T P r? i sr TP ���`vsr X 434.22 X .43518 x 43518 X VX1143545 x 43550 v p� •.,. ; � 20 X 111!!! r 434.04 I �., _ ..� _, 434.22 - Tp m_ .0, - - - .iP srs TP x Tp 435.31 � 1,435 50 �� 9m 435.50 43..31 435.20 7■"' 1P 43433 .76 Tp5.29 1P X 1P X Tp 435.29 43537 yJ, %\ ,7 X � 434.30 ,TP x 1P x � X �,� .43595 X 436.00 �a�77 ,pTP ��m° x lip 'A 436.00° I� �, 1P 2 x • TP TP ■ ir° ,� mX A "L s� s s , p cpy Sry TiC/TP yi , c°o ' 7�' X , T� 9 To .rr .� c90 a it > 6 aP ! ' TC 8" TYP Tp_..t x 434.80 x TYP X X x 436.30 436.30 x x " 9 ism x 436.30 �m " ; X136. mss, X >, TP �� 43580 �., 435.84 x4! "> TO x .43580 X435.80 TCf TP li x ' 435.80 f x p 43520 i 434.45 434:65 �,`�, '135.00 ,� TP TP 435.80 �`��i35.80 h1P X >T� 17P 43580 '� >T �� 435.80 TP ., 9 TP I X �' 135.80' Tp. ' TP :.�, �� �� TP •'`� TP - 11Z .00 SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. 2. OPENING THROUGH CURB TO STORMWATER PLANTER. REFER TO DET 1/9j.3. LEGEND -- LMT --- -- APPROXIMATE LIMITS OF PROJECT WORK - SC - - SC -� -- SC - - PAVEMENT SAWCUT LINE - R - - R - - R - R -- GRADING RIDGE DGE LINE X rrs X X X >7y M �, �,, ? dm x A� b" ` °' � r> 41 fir? X Y;�Q - �'�'`P8 �`"�i"'r`� X 9`> X,.!'J >> >,o`f'O'�?!i X xp ' 43435 ? O s ® emu, \v J h> X c' ` • p TP '435.20 _ 436.78 'mss 436.78 x��� ��smm 436.78 ��� x Apr IsiS434 x�sp� ��s O% TP X�ms� x X >8 X k�ts x X9? 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SC b �t$,�o amp .y� 0 0 ,_ / �s �� �r` �` � ., � s 436.20 � o �, � m a� Tp�E ' �+ x >t O bh II s c, r,17 s °m - 'm S �a- c, G �^ ° j r'G `' °yea' fi � ^ X�s6s TP E L+` 435.95 x 436.63 436.83 0 438,84 paw o 0 (/i c J b b`o Oo p x �`4S° �a s '�► 438.31 t\ lb / b� x 1WjIwIIE y TP/mE b436.4$ 1 /� p�� �`r3� ems 1 X �- 17P `�y,` ��' Ory m X XI-R-1, f p 43580 f 436.97 ��,, `,'`, �� �`6> ° 6.-`� �`��my �"s >A 'ip C� X X o 't/) X �`�� ���ss �s RIM/FS co) '7' '`�v x rrsm h 437.40 1 437.40 ,� �R�s� ' °' �! `�' s9? 436.6X`1' T X PA / aW Zp� c, , J m TP TPf > X X Za- °, >_ ,r A a�9 X b` U s' ° X. • 41436.93 lrr, X� X � 9> X p �,a a lfll -�►' S `"" - - ;436 $(} X436 80 /+ � d ss �<� p y G .�j: ... V - a •09 ,�u6, y c) rn TP l w... 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HUBBAR1 ENGINEERS MECHANICAL ELECTRICAL e CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 -686 -8478 F: 541 -345 -5303 ��;c0 PROfF�� \S��pi NFF9 �l 74512PE OREGON GvF T�La�`S�� EXPIRES 12/91/14 DATE DESIGNER PROJECT FILENAME J W S ki.o. u EX 6LDG FFE= 437-54 43&11 43&22 4MM - 436.65 7p 436.11 1p MI 43&75 IP 435.75 I rm 43612 4NIU2 rrM 7p 7p 437.50 -2--la: 7p R R R R R R R- x X 'b x X �Zlli- X x Ah 14� X x xzso' 43&31 R x 43&31 x 434.84 434.84 7P Ul IM Pjm x 435.2D x 1.15?6 19& 7p x 435. It rlp 435.20 435.20 x 43 , 7p 31 435.31 00 • x IP 2 5r 435.80 435.80;, 70 Lu x 'k x 1p -� R R 'r cn tx " m X TIP x x 43(L78 x z Tw U) x XZ 4;*11 Z XZ*l x x zll�" x 435.80 MM/'FS r y' ►c 7P/PdMAX C.) xz" z ui CL 0 BLDG PAD 2 x. % ui u > xzfFE. 436.10 x,,,,,, ui 11 X Xx 1�1 *19' I I XZ*l X 0 XF" x x 435.80 MM/'FS r y' ►c 7P/PdMAX z X x -Af 4�WWO IP 435.95 438.75 435.75 7p 7p 7P X srlp/mm A& X;Gll� 435.80 436.00 x - 13 - 1p X 7p R xx x x A T 43&75 Ip 435.89 r,c7P '7C-, cl X xl&kt, ;c z5-01 X X C4 U 4s Lu Lu -s5 x U& X x A- 'OK X x x x X fir '&�C9 Lu x X I x 0 x X x xzo' x A,, X cn X uj X z X X XZ*l x X �k X Z*lt- x Ao� 5r 435.38 4� 43&18 1p �r 434. --s 7p lb l 0 434.76 k� '0 V) IP 1 /ME 1p 435.65 /ME X X 443&47p 6 43&75 x xIi 43&83 7p xF x 435.36 )11�m, 4• 7 436.25 O x X .50 0436.25. Tp/mir X x xA:5' X X x c X `sue] X 10 -, 4315.85 435.65 Al' X 16> 435.50 V X x x ff E 43&90 435.85 X TP TP E X x X x x x x Ir Lo u, X I&I" x X x X cl, X x X x x xz*4' xz�-" 436.00 h X X X . .... xAl' X X4� wl' E x x 436.05 X, I X x I X X X x X X 1p x x EX BLDG x x X X 0- X ol xz%' ' c?l X 'r FFE= 436-81 A I;r ll X x 46' X x A x X X xzol"p x Cx sr X 4s X x x x x XAI�' x xz x ce X 60 xx p< AWT 0 xz%' 4" Okl c 1p/*ME X - x X X x x X x x x x x x x &P,51 I&, Ab All X 41zl� &,IV zoo r1le GATEWAY STREET SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1 PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. 2. OPENING THROUGH CURB TO STORMWATER PLANTER. REFER TO DET 1/0-.3. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK SC SC - - SC PAVEMENT SAWCUT LINE -R - - R - -R- - R - GRADING RIDGE LINE KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 z ui CL 0 ui u > lz ui ui umi �j CL cw- 0 ui V) uj o < • z5-01 X X C4 U 4s Lu Lu -s5 x U& X x A- 'OK X x x x X fir '&�C9 Lu x X I x 0 x X x xzo' x A,, X cn X uj X z X X XZ*l x X �k X Z*lt- x Ao� 5r 435.38 4� 43&18 1p �r 434. --s 7p lb l 0 434.76 k� '0 V) IP 1 /ME 1p 435.65 /ME X X 443&47p 6 43&75 x xIi 43&83 7p xF x 435.36 )11�m, 4• 7 436.25 O x X .50 0436.25. Tp/mir X x xA:5' X X x c X `sue] X 10 -, 4315.85 435.65 Al' X 16> 435.50 V X x x ff E 43&90 435.85 X TP TP E X x X x x x x Ir Lo u, X I&I" x X x X cl, X x X x x xz*4' xz�-" 436.00 h X X X . .... xAl' X X4� wl' E x x 436.05 X, I X x I X X X x X X 1p x x EX BLDG x x X X 0- X ol xz%' ' c?l X 'r FFE= 436-81 A I;r ll X x 46' X x A x X X xzol"p x Cx sr X 4s X x x x x XAI�' x xz x ce X 60 xx p< AWT 0 xz%' 4" Okl c 1p/*ME X - x X X x x X x x x x x x x &P,51 I&, Ab All X 41zl� &,IV zoo r1le GATEWAY STREET SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1 PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. 2. OPENING THROUGH CURB TO STORMWATER PLANTER. REFER TO DET 1/0-.3. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK SC SC - - SC PAVEMENT SAWCUT LINE -R - - R - -R- - R - GRADING RIDGE LINE KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 as 0 DATE DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-GRAD.dwg z ui CL 0 ui u > lz ui ui umi �j CL 0 ui V) uj o < • • as 0 DATE DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-GRAD.dwg IV x C, I L A" v7n I L A9r 1 tAl BLDG x EXPANSION X x 437.58 x I,< �rc' __ x Q b, h 7p 436.20 22 v 06. ir 1 7; oy °N r TP �:' -w 435.698 434.98 4RP1:9 40 TO 1 X__ x X 43&46 70 Fm tl�� _e§1•., x 41 435..30 435.85 X, 436.80 TP TP X 43 436.13 AoA x A%m*wa x 5r J435.79 435.67 437.16 1 -1 436.20 . ir 1 7; oy °N x 7p �:' -w 435.698 434.98 4RP1:9 40 TO 1 X__ x X' Sc Fm tl�� _e§1•., x 41 435..30 435.85 x I & 435.W x sr 43&63 �K 4 7p E x L x x x & 0'r All, 436.81 ch /ME )0(1 0 435.66 In" - x 02x'��,& AIM an 435.75 ��Xft QX88 jjr1ME - 7p 436.00 SC 436.00 r1p Sc - __!_1P/ME 43&67 'C7 0 N x Aer x 1 435.65 43575 601 x x 7P x IP xz% x �435.67 X,&, X��&,, x X lip x x x / xzo�� x X�X� X v x X `�'p x�` rrss ` .� � .y` x�'sps x XA x x z"r"., X��Ics x x x .�o x x x 433. 434.14 7P 87 433.67 x rim Awu Aw��_ I - TP SC -S - - - > '433.92 xz��o 7 _�C_ 'f3&w Sc SC_ 7P" SC 434.39 S Ti/ME 0 x V:0- X 4&94 TP CA x 433.85 80 x 435.20 434.20 xAl" 19 -17 •• I ` x 7p TP x zc�rl' x X 41 435.80 x TP fZ%,1434.00 X X 435.00 435.80 X uj t 7p 435.52 22 x 435.36 TP x TP x x X 7p -39 �L. I I 111,� "I �435.36 aJ co x 7p 0 \jj x 0 CUD) ui 43&08 434.40 7p uj xzol U) x x xzcol 0 434.60 % 1 xzol' uwj xz�"' xljo_'S� 4M.W �717� z x it X (A TP BLDG PAD 3x,,, k-uJI, L x 4 FIFE= 43&,4-0 XA�":� 435.40 1 x TP 435.41 Aj 08 x X�N 713 1 X TP Z% 4N. 43008 1 0 X x 435.69 `s x 1 X 7p 1 435.20 435.45 %rTP/ME X 'r.4, Ob5so 7pj `4 X X, x CA 436.08 TP x 435.52 0� X 1p_� - MOB 7p 0 4W.45 r VE ?L ;C _-_'_ssq X & maw X sc 4&60 4M.17 QM60 4W. 434.80* 40 X sr 7p IF Tp 435.46 !P/RN/W X Tp/m x TP XZ*" x X -4 x X 436.79 xz% I< x 1p/m sr X xz*, K= zw-,m-mX x F 411 ta X X '�% x , �oojo e 10000e 1 11:5 :0;0 -.4 mmo mm mow mmmm� go= cmmwwnw� mow amm en. Tr_ ripImE 4X79 r 4M92 ErImE W/m 1p�n _'Sc Sc ]' /. - -SC 'v rn 1%.. 1 '�t" x '?'A '' rn ,.�s s ",so � -• ,�s 1 55 xzk erns x 435.60 x 43585 x r/m S - - - 3S-__ 3S -%-43&651$, 11 @�60- 3S 4 65 435.75 x 435. 4 - 7P TP/ME 7P 1p TP x 435.06 I-r x x X E 4%3600 43&00 434.91 435.21 43&11 435.21 435.00 TP/'ME- x TP/ W\ 7p x TP X 7\ 1 TP/ME •>r- Sc SC c SC S ' I -SC_ - _SC 4M.47 x XZ*" 4M.80 4M.87 4X6O )L436.00 X TP TP 434.91 V 7p TP x x 7p x 434.80 434.40 434.62 4a:�N 4&73 436.19 X 1p/vi-'-1 71�11 TIP 7P� x x 436.56 x Ab 434.41 1 & �p '91 8ox x , .I. X TP 435.90 435.90 �p m cn 89 7p TP x I TP 433. "' 1, %, [:]435.90 A'Ao T-L4 x ip 7P/ME x 434.21_/ X TP 435.08 435.00 90 433.33 cn 7p x TP TP X X X4 x X 436.87 X 4N Tpn 434.00 X BLDG PAD 4 X""""" xz'-_'> X x 114 kL x FFE=..r, 35.92 X 1�0 & xv X, xzc 434.80 TP/ME K: 7p-\v x x x x Ir 08 1., Ir ,g 7p xwein I ";Iw 437.47 I - 4=vu- '_� .11 '3 437.92 436.66 1 1 7P/ME3t 3r L&. 1p t- sc 435.23 435.27 X 06' 436.58 x x TP I I i 19 'fl Tp/Tc/m x X�a 1 7w x U) 436.38 435.78 t462 437.00 0OW c TP/TC/ME 31 430.00 x fzo' / ct. 7p 7p 435.95 x x 4�, �( Z&, x Tp Sys 'x 436.38 436.35 X Tp/m Z X TP 43& x X Izea"".,436.80 x ssy 436.90 TP 436 2D 7pji;iE 436.30 4,36#75' 17pp _7P/ME X Z61" 43&95 Tplut x 436.04 435.79 436.11 TP f MME p TP .00* 43&55 Tw .04 Tp E Qkk -7- 9 4,36.90 437.12 apgooco x TP F.04 somomm-mm� 3r 3vr ' , > 437.06 60 'qJ1 TPAE I 3r A& 0 CA I I 01 0 .68r x • 437.92 .95 IP E X x X i x 438.76 k xi� x IP/ME Ir N\ MCP V 'r x 5vr X X '� C x % T �;'p A, CLg....._..,..:...._.- _r _." - ® X .411 SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK - SC SC - - SC PAVEMENT SAWCUT LINE - R - R - - R - - R GRADING RIDGE LINE FRI KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��,EO PROfF�� 74512PE OREGON �'F r, �aRS�' EXPIRES 12/31/14 w W w m 0) Lrol 'Rn DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-GRAD.dwg 95 . xz' �:' -w - 434.98 TPAMIMC- X ' X x 6 X__ x X' Sc 41 435..30 435.85 x 7P/ME 7p (A x 0 > Z4 �K 4 x L x x x & 0'r All, 436.81 ch /ME )0(1 0 435.66 In" - x 02x'��,& AIM an 435.75 ��Xft QX88 jjr1ME - 7p 436.00 SC 436.00 r1p Sc - __!_1P/ME 43&67 'C7 0 N x Aer x 1 435.65 43575 601 x x 7P x IP xz% x �435.67 X,&, X��&,, x X lip x x x / xzo�� x X�X� X v x X `�'p x�` rrss ` .� � .y` x�'sps x XA x x z"r"., X��Ics x x x .�o x x x 433. 434.14 7P 87 433.67 x rim Awu Aw��_ I - TP SC -S - - - > '433.92 xz��o 7 _�C_ 'f3&w Sc SC_ 7P" SC 434.39 S Ti/ME 0 x V:0- X 4&94 TP CA x 433.85 80 x 435.20 434.20 xAl" 19 -17 •• I ` x 7p TP x zc�rl' x X 41 435.80 x TP fZ%,1434.00 X X 435.00 435.80 X uj t 7p 435.52 22 x 435.36 TP x TP x x X 7p -39 �L. I I 111,� "I �435.36 aJ co x 7p 0 \jj x 0 CUD) ui 43&08 434.40 7p uj xzol U) x x xzcol 0 434.60 % 1 xzol' uwj xz�"' xljo_'S� 4M.W �717� z x it X (A TP BLDG PAD 3x,,, k-uJI, L x 4 FIFE= 43&,4-0 XA�":� 435.40 1 x TP 435.41 Aj 08 x X�N 713 1 X TP Z% 4N. 43008 1 0 X x 435.69 `s x 1 X 7p 1 435.20 435.45 %rTP/ME X 'r.4, Ob5so 7pj `4 X X, x CA 436.08 TP x 435.52 0� X 1p_� - MOB 7p 0 4W.45 r VE ?L ;C _-_'_ssq X & maw X sc 4&60 4M.17 QM60 4W. 434.80* 40 X sr 7p IF Tp 435.46 !P/RN/W X Tp/m x TP XZ*" x X -4 x X 436.79 xz% I< x 1p/m sr X xz*, K= zw-,m-mX x F 411 ta X X '�% x , �oojo e 10000e 1 11:5 :0;0 -.4 mmo mm mow mmmm� go= cmmwwnw� mow amm en. Tr_ ripImE 4X79 r 4M92 ErImE W/m 1p�n _'Sc Sc ]' /. - -SC 'v rn 1%.. 1 '�t" x '?'A '' rn ,.�s s ",so � -• ,�s 1 55 xzk erns x 435.60 x 43585 x r/m S - - - 3S-__ 3S -%-43&651$, 11 @�60- 3S 4 65 435.75 x 435. 4 - 7P TP/ME 7P 1p TP x 435.06 I-r x x X E 4%3600 43&00 434.91 435.21 43&11 435.21 435.00 TP/'ME- x TP/ W\ 7p x TP X 7\ 1 TP/ME •>r- Sc SC c SC S ' I -SC_ - _SC 4M.47 x XZ*" 4M.80 4M.87 4X6O )L436.00 X TP TP 434.91 V 7p TP x x 7p x 434.80 434.40 434.62 4a:�N 4&73 436.19 X 1p/vi-'-1 71�11 TIP 7P� x x 436.56 x Ab 434.41 1 & �p '91 8ox x , .I. X TP 435.90 435.90 �p m cn 89 7p TP x I TP 433. "' 1, %, [:]435.90 A'Ao T-L4 x ip 7P/ME x 434.21_/ X TP 435.08 435.00 90 433.33 cn 7p x TP TP X X X4 x X 436.87 X 4N Tpn 434.00 X BLDG PAD 4 X""""" xz'-_'> X x 114 kL x FFE=..r, 35.92 X 1�0 & xv X, xzc 434.80 TP/ME K: 7p-\v x x x x Ir 08 1., Ir ,g 7p xwein I ";Iw 437.47 I - 4=vu- '_� .11 '3 437.92 436.66 1 1 7P/ME3t 3r L&. 1p t- sc 435.23 435.27 X 06' 436.58 x x TP I I i 19 'fl Tp/Tc/m x X�a 1 7w x U) 436.38 435.78 t462 437.00 0OW c TP/TC/ME 31 430.00 x fzo' / ct. 7p 7p 435.95 x x 4�, �( Z&, x Tp Sys 'x 436.38 436.35 X Tp/m Z X TP 43& x X Izea"".,436.80 x ssy 436.90 TP 436 2D 7pji;iE 436.30 4,36#75' 17pp _7P/ME X Z61" 43&95 Tplut x 436.04 435.79 436.11 TP f MME p TP .00* 43&55 Tw .04 Tp E Qkk -7- 9 4,36.90 437.12 apgooco x TP F.04 somomm-mm� 3r 3vr ' , > 437.06 60 'qJ1 TPAE I 3r A& 0 CA I I 01 0 .68r x • 437.92 .95 IP E X x X i x 438.76 k xi� x IP/ME Ir N\ MCP V 'r x 5vr X X '� C x % T �;'p A, CLg....._..,..:...._.- _r _." - ® X .411 SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK - SC SC - - SC PAVEMENT SAWCUT LINE - R - R - - R - - R GRADING RIDGE LINE FRI KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��,EO PROfF�� 74512PE OREGON �'F r, �aRS�' EXPIRES 12/31/14 w W w m 0) Lrol 'Rn DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-GRAD.dwg . MATCH LINE SEE SHEET C4.3 �:' -w - X X ' X x 6 w, 1A x X' 41 x -,X io' xzckl' X��Dlt" X_;�P_116 xl�P511' xz_11'-_1- xz�' xz� EX BLDG N sr y> FFE= 437.58 j I xpk�' ,rte, x L x x x & 0'r All, 436.81 ch /ME )0(1 0 435.66 In" - x 02x'��,& AIM an 435.75 ��Xft QX88 jjr1ME - 7p 436.00 SC 436.00 r1p Sc - __!_1P/ME 43&67 'C7 0 N x Aer x 1 435.65 43575 601 x x 7P x IP xz% x �435.67 X,&, X��&,, x X lip x x x / xzo�� x X�X� X v x X `�'p x�` rrss ` .� � .y` x�'sps x XA x x z"r"., X��Ics x x x .�o x x x 433. 434.14 7P 87 433.67 x rim Awu Aw��_ I - TP SC -S - - - > '433.92 xz��o 7 _�C_ 'f3&w Sc SC_ 7P" SC 434.39 S Ti/ME 0 x V:0- X 4&94 TP CA x 433.85 80 x 435.20 434.20 xAl" 19 -17 •• I ` x 7p TP x zc�rl' x X 41 435.80 x TP fZ%,1434.00 X X 435.00 435.80 X uj t 7p 435.52 22 x 435.36 TP x TP x x X 7p -39 �L. I I 111,� "I �435.36 aJ co x 7p 0 \jj x 0 CUD) ui 43&08 434.40 7p uj xzol U) x x xzcol 0 434.60 % 1 xzol' uwj xz�"' xljo_'S� 4M.W �717� z x it X (A TP BLDG PAD 3x,,, k-uJI, L x 4 FIFE= 43&,4-0 XA�":� 435.40 1 x TP 435.41 Aj 08 x X�N 713 1 X TP Z% 4N. 43008 1 0 X x 435.69 `s x 1 X 7p 1 435.20 435.45 %rTP/ME X 'r.4, Ob5so 7pj `4 X X, x CA 436.08 TP x 435.52 0� X 1p_� - MOB 7p 0 4W.45 r VE ?L ;C _-_'_ssq X & maw X sc 4&60 4M.17 QM60 4W. 434.80* 40 X sr 7p IF Tp 435.46 !P/RN/W X Tp/m x TP XZ*" x X -4 x X 436.79 xz% I< x 1p/m sr X xz*, K= zw-,m-mX x F 411 ta X X '�% x , �oojo e 10000e 1 11:5 :0;0 -.4 mmo mm mow mmmm� go= cmmwwnw� mow amm en. Tr_ ripImE 4X79 r 4M92 ErImE W/m 1p�n _'Sc Sc ]' /. - -SC 'v rn 1%.. 1 '�t" x '?'A '' rn ,.�s s ",so � -• ,�s 1 55 xzk erns x 435.60 x 43585 x r/m S - - - 3S-__ 3S -%-43&651$, 11 @�60- 3S 4 65 435.75 x 435. 4 - 7P TP/ME 7P 1p TP x 435.06 I-r x x X E 4%3600 43&00 434.91 435.21 43&11 435.21 435.00 TP/'ME- x TP/ W\ 7p x TP X 7\ 1 TP/ME •>r- Sc SC c SC S ' I -SC_ - _SC 4M.47 x XZ*" 4M.80 4M.87 4X6O )L436.00 X TP TP 434.91 V 7p TP x x 7p x 434.80 434.40 434.62 4a:�N 4&73 436.19 X 1p/vi-'-1 71�11 TIP 7P� x x 436.56 x Ab 434.41 1 & �p '91 8ox x , .I. X TP 435.90 435.90 �p m cn 89 7p TP x I TP 433. "' 1, %, [:]435.90 A'Ao T-L4 x ip 7P/ME x 434.21_/ X TP 435.08 435.00 90 433.33 cn 7p x TP TP X X X4 x X 436.87 X 4N Tpn 434.00 X BLDG PAD 4 X""""" xz'-_'> X x 114 kL x FFE=..r, 35.92 X 1�0 & xv X, xzc 434.80 TP/ME K: 7p-\v x x x x Ir 08 1., Ir ,g 7p xwein I ";Iw 437.47 I - 4=vu- '_� .11 '3 437.92 436.66 1 1 7P/ME3t 3r L&. 1p t- sc 435.23 435.27 X 06' 436.58 x x TP I I i 19 'fl Tp/Tc/m x X�a 1 7w x U) 436.38 435.78 t462 437.00 0OW c TP/TC/ME 31 430.00 x fzo' / ct. 7p 7p 435.95 x x 4�, �( Z&, x Tp Sys 'x 436.38 436.35 X Tp/m Z X TP 43& x X Izea"".,436.80 x ssy 436.90 TP 436 2D 7pji;iE 436.30 4,36#75' 17pp _7P/ME X Z61" 43&95 Tplut x 436.04 435.79 436.11 TP f MME p TP .00* 43&55 Tw .04 Tp E Qkk -7- 9 4,36.90 437.12 apgooco x TP F.04 somomm-mm� 3r 3vr ' , > 437.06 60 'qJ1 TPAE I 3r A& 0 CA I I 01 0 .68r x • 437.92 .95 IP E X x X i x 438.76 k xi� x IP/ME Ir N\ MCP V 'r x 5vr X X '� C x % T �;'p A, CLg....._..,..:...._.- _r _." - ® X .411 SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK - SC SC - - SC PAVEMENT SAWCUT LINE - R - R - - R - - R GRADING RIDGE LINE FRI KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-13-13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��,EO PROfF�� 74512PE OREGON �'F r, �aRS�' EXPIRES 12/31/14 w W w m 0) Lrol 'Rn DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-GRAD.dwg 4f m ar X !Z�l Co- 1-t6 X8, 3P--' lrl� 17 rTy 43&57 4 T yx 68 435.02 7w ip X x x x 4 435.88 34.70 7• 434.84 43&20 1 7p x X AV Xib cs xj X X x 43&60 M 1P/ME- _77 x X x X v � X `�.� � 4X85 7P/ME x X ,.7, 19 4 9y, tx- XX x v.41 x X,,� 11w- 4,34.80 x x l�cltlxl�� x1- X�IF >F x x x x x X� A4, MATCH LINE 9EE SHEET, 4.2, N --Ow- PLAN SCALE 0 30 601 1 SCALE: V= 30' SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK — SO SO — — SO PAVEMENT SAWCUT LINE - R - R - - R - - R GRADING RIDGE LINE KEY MAP NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345 -5303 .�� PBOfFS� N 7451E 64JWZ-51e�-4 OREGON EXPIRES 12/31/14 ui 70 DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0—GRAD.dwg m C4.3 19 60 X 3r 45 1 y 9 kt, 3r xz, xz�l y ttt xz� t3 41-11, X q xz% rho V: sr 1�9 X4 X !Z�l Co- 1-t6 X8, 3P--' lrl� 17 rTy 43&57 4 T yx 68 435.02 7w ip X x x x 4 435.88 34.70 7• 434.84 43&20 1 7p x X AV Xib cs xj X X x 43&60 M 1P/ME- _77 x X x X v � X `�.� � 4X85 7P/ME x X ,.7, 19 4 9y, tx- XX x v.41 x X,,� 11w- 4,34.80 x x l�cltlxl�� x1- X�IF >F x x x x x X� A4, MATCH LINE 9EE SHEET, 4.2, N --Ow- PLAN SCALE 0 30 601 1 SCALE: V= 30' SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. PAVEMENT WITHIN COVERED TRASH ENCLOSURE TO BE SLOPED TO INTERNAL DRAIN. SURROUNDING GROUND SURFACE TO SLOPE AWAY FROM ENCLOSURE. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK — SO SO — — SO PAVEMENT SAWCUT LINE - R - R - - R - - R GRADING RIDGE LINE KEY MAP NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345 -5303 .�� PBOfFS� N 7451E 64JWZ-51e�-4 OREGON EXPIRES 12/31/14 ui 70 DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0—GRAD.dwg m C4.3 � �-> 'A� t;;A ( X&I, xzw-" x XA xzo�'X xzl l xl, X 140 x x 43&01 x x . "bA, 436 31 TIC SC. . . SC TC/ME-%s%I 7S - tot; X -000 437.06 goo x Z'9 r woo 43&86 15j 435.65 7c x TIC TIC 4,34.66 4X41 ri goor /-1p /ME X S IP/ME-\ so 437.W 435.15 Tc Tc 43&51 x 7mc 435M X5.95 436.93 RIM TIC I 7c x xp 00 437.40 Ab 4M.62 x Tc. ��Z& 436.70 /ME x X --b T �w 7c A"r, 7D MM 436.47 "%7.W x v 4- TD RIM-1 4M97 x V, T ....................... . Tc x 436.65 -4t7.23 TIC CLOSED Tc LOADING . ............ xz% AREA ENCLO Xl* LOADING AREA x ... ... x A� OVERHANG - 37.42 437.11-,, TV • Tc 6- • (c x 437.14 TC/ME 7c 7D Q ROOF 1 OVERHANG '5 MALL BLDG TYP %X V1-"4;XS7 W.47 Tc m m m I FFE= 437-50 -4 n ?x1-:kp111 coyer 'Tc 437.26 cn- 1c, 437.31 4,37.47 7c }:1111= R RY-F 437.47 436. Tw 7C .78 BWG R m mm .44 m R OVERHANG tell t-. n ?x1-:kp111 435.45 x -rc w 435.30 Tc QUM • @I S s X k" 6 U, X x ps 7c . 43433 TP/ Or cn sr 435.18 0 X 4b, 7C I 435.05 x 1 434.53 xz?el' X� xZ110, XZAo 01 VA IE X rr kal X V� X 4W.0e%- X �ftl I x 435.10 X 7c xzc�" x Tc 17 X o' 436.W 435.00 X 435.57 43&89 7C x 7C TPAW 435.99 7c X x x 58 A -Z Q N, 73 Ip/ml x -SC- - -SC- Sb- SC- SC SC- sr x 43&87 x x x 435.45 X Z* 435.50 0-> Ir TIC TP ME x TIC 435.90 1? 115v 436.06 - 'Irs, 74 435.75 7c "I :rel - 110 6-436. TIC Tc TCAE 436. .09 7c .37 Ab 436.15 TcfiK 40 .10 436- A 4,36.23 43&03 437.19 436.35 Tc A36.94 Ic co TIC TIC TIC Ic ME-k --C -0 01 . • Tc 0 Tc 437.21>(@ Tc X R R ..... ..... ...... 'oo'w i e 7 x 436.47 CC 41Q TIC x 6. 436.88 Mv. 6. Cl> Tc • m 436.47 C 7p fam 0 -Itp li 437.26 437.54 'Tc 437.26 1c, 437.31 4,37.47 7c }:1111= R RY-F 437.47 436. Tw 7C .78 BWG R m mm .44 m R OVERHANG FACE OF EX MALL BLDG TO REMAIN 435.45 x -rc w 435.30 Tc QUM • @I S s X k" 6 U, X x ps 7c . 43433 TP/ Or cn sr 435.18 0 X 4b, 7C I 435.05 x 1 434.53 xz?el' X� xZ110, XZAo 01 VA IE X rr kal X V� X 4W.0e%- X �ftl I x 435.10 X 7c xzc�" x Tc 17 X o' 436.W 435.00 X 435.57 43&89 7C x 7C TPAW 435.99 7c X x x 58 A -Z Q N, 73 Ip/ml x -SC- - -SC- Sb- SC- SC SC- sr x 43&87 x x x 435.45 X Z* 435.50 0-> Ir TIC TP ME x TIC 435.90 1? 115v 436.06 - 'Irs, 74 435.75 7c "I :rel - 110 6-436. TIC Tc TCAE 436. .09 7c .37 Ab 436.15 TcfiK 40 .10 436- A 4,36.23 43&03 437.19 436.35 Tc A36.94 Ic co TIC TIC TIC Ic ME-k --C -0 01 . • Tc 0 Tc 437.21>(@ Tc X R R ..... ..... ...... 'oo'w i e 7 x 436.47 CC 41Q TIC x 6. 436.88 Mv. 6. Cl> Tc • m 436.47 C 7p fam 0 -Itp li 437.26 437.54 'Tc 437.26 7c 437.31 4,37.47 7c }:1111= R RY-F 437.47 436. Tw 7C .78 BWG R m mm .44 m R OVERHANG TYP 7P 437.54 7P r MALL BLDG FFE= 437.50 437.07 mm 437.54 237.43 IP 1 1 ; 4 54 - 7p SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. : KEYNOTES � 1. COVERED HYDRAULICALLY ISOLATED LOADING DOCK. LMT APPROXIMATE LIMITS OF PROJECT WORK - Sc Sc - - SC PAVEMENT SAWCUT LINE - R- - R - - R - - R - GRADING RIDGE LINE KEY MAP NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��u PROfFSs 746t2PE OREGON EXPIRES 12/31/14 w W w 3: cr) R 0 DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-GRAD.dwg I&I mm 1:4 =k • ----------- ------------- EX SD CB TO BE REMOVED- STRM AD SO RIM ELEV= 435.82 8" IE E = 432.9 is SUMP - - - -- I- SD BLDG CONNEC110N 6-FL= 436.00 CONST 6 "SD 66.7 LF S= 0.0200 FT /FT 8 "FL N - ti� SD OVERFLOW CB y y y y ` RIM= 435.72 1 SD MH 6 FL= 434.73 1 fi FL W IN = 434.67 CONST 6 "SD 23.2 LF 8 »FL N IN = 433.79 S= 0.0100 FT /FT 8 FL S IN = 432.63 SD OVERFLOW CB SD OVERFLOW CB 10 "FL E (OUT)= 431.53 a RIM= 435.72 RIM= 435.72 6 FL= 434.70 6 FL= 434.70 to CONST 6 SD 7.3 LF CONST 6 SD 7.3 LF S= 0.0100 FT /FT MIN S= 0.0100 FT /FT MIN EX BLDG TO CONST 10 "SD 175.9 LF L S= 0.0100 FT FT y as BE REMOVED 0 5 \ as �� as ►;as i \ VL CONNECT TO EX SD MH y I _ w - - ®® MM -- ® NEW 10 FL W (IN )= 429.77 EX 30 "FL N (IN)= 429.44 SD OVERFLOW CB m-"-"-"A-EX 36 "FL SE (OUT)= 429.44 RIM= 434.29 6 "FL= 433.26 SD OVERFLOW CB SD OVERFLOW CB " 82 RIM= 434.82 CONST 6 SD 32.0 LF RIM= 434. S= 0.0100 FT /FT MIN ill 6 "FL= 433.79, 6 "FL _ 433.79 RIM= 433.86 6 "FL= 432.83 CONST 6 "SD 47.5 LF S= 0.0100 FT /FT MIN SD DCCB o RIM= 433.85 6 "FL= 432.23 CONST 6 "SD 7.6 LF S= 0.0100 FT /FT MIN l TO REMAIN CONST 10 "SD 89.0 1 TO REMAIN I I I ! 1 ON I I I I I I I I -F I I I 1 1 !IIN I I I I SD OVERFLOW CB RIM= 435.75 6"FL= 434.72 CONST 6 "SD 7.3 LF S= 0.0100 FT /FT Iil SD MH 1 NEW 10 FL E (IN )= 429.90 1 EX 36 "FL N (IN)= 429.71 EX 36 "FL S (OUT)= 429.71 r h 1 m.!!! w kwKmuuk COUPLER GRADE FINISHED PEXP EXTENSION LENGTH SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 TO Cam. FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. 3. REFER TO SHEET � FOR STORMWATER MAP SHOWING AREAS DRAINING TO VEGETATED TREATMENT AREAS. KEYNOTES 1. STORMWATER PLANTER WITH CURB OPENINGS. 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. 3. EXISTING STORMWATER FACILITY TO BE REMOVED OR ABANDONED IN PLACE. REFER TO NOTE 3 STEEL RIM SET TO LID I /-FINISHED GRADE 00 i R REFER i FP� NOTE 4 COO PROJECTED FLOWLINE AS INDICATED ON PLAN 04 »I R d FA N A111illirlj1j.1 Fil cn . i:r +�!r• ♦ :r. . r• r,. s �..r... . � r'. r. r� •• r •Ir •I+ ..I+ •Ir rI+ iIi N+ r♦ ih •I�-.I' �f - z • z COUPLER i1 a� a► a1 1 a1 a► a1 ai, a. a1 Al a1 a1 a1 �a1 �i! nri %�ij!, ��s.��r •ter 1.r:' •'�� 1:r'��r •�r.��r Ir G� PVC DUCTILE IRON, SCHEDULE lw1 . . i• .11 r . . - CHAMBERS AND FIT11NGS SUMP 4" MI ! BLDG CONNECTION 1 ROCK i ilm NOTES CONST 6"SD 7.7 LF 110 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE 0.0200 i EXTEND ABOVE !' OF •• TO FACILITATE TESTING. COIL AND SECURE NTH 14 NON-CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCATION i ON ! • OF 1 SECTION OF OF •: AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCI F BARS EXCEPT STRUCTURES INDICATED ON PLANS REQUIRING ADA-APPROVED GRATE. 4. OUTLET LOCATION j i•!A ORIENTATION i ON a DOUBLE SCALE CATCH BASIN (DCC NO 4" TO REMAIN SD DCCB �' ' _ ►� RIM= 435.75 , SD MH i 8 "FL= 434.15 a�� #� - a 6 "FL SE (IN )= 435.14 1 �-�` CONST 8 SD 11.0 LF `a o,�� $ FL S (IN )= 432.85 � S= 0.0080 FT /FT '�,, �, �f` 4 "SS o �' q 8 F N (IN )= 432.75 'If v, ,• " `-�' a �- 10 FL W (OUT)= 432.65 4f it -`� SD DCCB RIM= 435.80 os 8 "FL= 434.06 ` 2 ii 1 EX SD C13 SD AD SO TO REMAIN jf CONST 8 "SD 58.4 LF 6" D RIM EL =434.24' S= 0.0080 FT FT `_ ,}f - _ 'IE NNW = 432.84' !tt SD DCCB SUMP -= 432.74' -os RIM EL= 437.17"' 1 RIM= 436.62 - -as 38" IE E = 429.7 ' 1 `�.. 8 FL= 433.62 ° �_ SD CC a� 36" IE N = 429. 7' �.� CONST 8 SD 4.3 LF RIM= 437.15 4 " 1 °S4 � � � as � 0 '` � S= 0.0080 FT /FT 8 "FL= 433.59 � - - n CONST 8-SD 92.7 LF� t' S= 0.0080 FT /FT SD DCCB RIM= 436.80 ' 6 "FL= 435.30 CON ST 6 "SD 16.1 LF X SD C S= 0.0100 FT /FT MIN TO REMAIN j[ r 111 t �V��`� -fir �r�G ��� =5�atr��e aa�eeaaa�aaa czXs� =�= Ut 4 SD DCCB RIM EL =436.15' 1 6" IE S = 434.35' 1 r►► -����� SD DCCB SUMP = 432.35' RIM EL =436.81' 6" IE S = 434.81' SUMP = 432.86' r 1 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 - 686 -8478 F: 541 - 345-5303 .��D PROFFS� �S'�CaI NF�c9 74512PE cJVKyl�A_lt OREGON EXPIRES 12i31/14 ui Cie ui >m ui 0 J N W Lu n_q , r_� ui ui ui r ui Cie ui >m ui 0 J N W Lu n_q , r_� I I I ( SD BLDG CONNEC11ON L 6,E JE _ 435.76' I ( I RECONNECT X 6 FL= 436.00 ( SUMP 435.18' I I I t I CONST 6 SD 7.3 LF ( I i SD MH SD MH S= 0.0100 FT /FT I i I $ FL S (IN )= 433.18 ( NEW 8 "FL NW IN 434.08 I 0 "n I,,, - A Zf) „ NEW fi FL E (IN)= 434.08 - � CONST 8 "SD 139.0 LF 6"FL W (IN )= 435.93 6 "FL N (IN )= 435.27 8 "FL SE (OUT)= 435.07 [. 1! i �'a g 4 t ! .; RIM= 435.75 6 "FL= 434.72 CONST 6 "SD 7.3 LF S= 0.0100 FT /FT MIN_,, % SD OVERFLOW CB RIM= 435.75 6 "FL= 434.72 CONST 6 "SD 7.3 LF S= 0.0100 FT /FT MIN REMAIN, TYP s , ! 1 1.01"ItSX14902-r2p CI 1 i i 1 1 1 1 SDI 1 RIM EL =43 1 F 12 "IEW =43 11 1 S= 0.0100 FT /FT It II (11 1 It 11 __. - - - -° -mm - - ._....AW - ��, �W ..-- � 6 "SS � ,� � (� 6 FL NE OUT = 432.52 EX BLDG SD MH I ��--` 1 11 i � ]w-w-w = I I� " r NEW 6 FL N IN 432.44 w -w -w-- ,� W w w �, I 1 €I CONNECT EX 6 S FFE 437.5' 1 $� NEW 8" FL E IN _432.27 �� �� III fi FL= 432.27 1 1 All NEW 10 FL W (IN)= 430.22 q EX 30 "FL S (OUT)= 430.02 It 1 s 1 II i i O L6 i-' Wq W Z N W� N.'a W Z J F� oili a as -- - ----as w 1 �� 1 EX SD SYSTEM 1 ' TO REMAIN f .. - CV SD OVERFLOW CB 1 I RIM = 439.84 a ,. „ & y I - fi FL= 433.81 -` CONST 6 "SD 25.8 LF SD AD SO _ RIM ELEV= 434.28 �� I �� i �1.� S= 0.0100 FT/FT MIN 1 ��� ` �� �.� 1 SOUTH = _ Il ! �. '� I! .�A� �, W SD OVERFLOW CB SUMP = .26 RIM 435.43 su �--- s1��SD n 'SDI t /�� 6'FL= 433.36.,. % - 1 111, r... RIM= 438.80 SD MH CONNECT TO ' i _ 1 - 1 r f " 6 FL= 433.81 fi "FL S (IN )= 434.85 EX 8 "SD ��-- CONST 6 SD 25.3 LF I W �,, S 0.0100 FT /rT MIN 6 FL NE (IN)= 433.26 SD MH MIN � 1 1 co I „°tt r I cn w, {§ I SD BLDG CONNECTION i 6 FL= 435.30 CONST 6 *SD 22.5 LF { 4�o S= 0.0200 FT /FT { I { � I { BLDG PAD 2 i { FIFE= 436.10 { I I { i SD BLDG CONNECTION i 6 FL= 435.30 CONST 6"SD 62.9 LF S= 0.0200 FT /FT MIN t- I .� 4 O f ti r 1 1 SD CB RIM= 435.80 4 "SS 6 "FL= 434.30 CONST 6 "SD 11.0 LF 1 S= 0.0100 FT /FT MIN 1 �I1 3 6'SD 8 "FL W (OUT) = 433.16 RIM EL= 436,08' � `� ;,� 1 vj Ile CONST 6 "SD 106.9 15" IE N = 431.60' � ui 15" IE W = 431.50' Z 6� 15" IE E = 431.33' o S= 0.0100 FT/FT , I J ----3- -- -- 6" IE S = 431.42` SD GB _ -- REMOVE EX SD ' Q INSTALL SD DCCB 2' RIM= 434.76 6' 6 "FL= 433.26 +,.- _____.__________ _.��,� � 71 SD CB RIM= 434.68 11 Inn i 6 FL= 433.18 I �, X - -W CONST 6'SD 25.7 LF -- ----�- - - - - -' -' I S= 0.0100 FT /FT MIN ce 00 it kt I SD AD SQ 1 i 1 RIM EL =434.38 aS --f-- E 12" W IE = 430.$8',- --'G'�_ 1 j 1 ` as- --SUMP = 428.88' I I 4ex 0&4 2 i Ott � Q � c� 111 1 1 i i4 Kr 111 !? If 1 E I _ . ( _ _ - -yam,- _. __. -Comm -ctum Icaciv 1 tt I � el }; _ �-, �z� s- ®- -�- - = _ --' Ltw. i \ NNE =429.94' SD DCCB i - i SD DCCR RIM EL -435 35' 1 CONST 8 "SD 200.4 LF RIM= 436.25 - S -� 429.96 RIM EL- 435.63' 6,� IE -- 433.91' I` 8 FL= 434.75 FT FT -� °5 - 6" IE N 434.18' SUMP= 431.90' .. - SUMP = 432.48' RIM- 436.68 `� EX SD DC CB �a »� �� s 1 6 "FL= 435.18 TO REMAIN° �� TO REMAIN¢- i CONST 6 SD 12.8 LF °``�� _ S= a.aloo FT /FT MIN ��� ^� "`=77c D AD SQL. RIM EL =436.42' 6" IE N = 435.52' jSUMP = 434.72' 1 1 SD CURB INLET 1 RIM EL =437.25' 1 1 1 1 1 1 rnwima w3M � + M ! i .! i SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS 4�.0 TO C4.5 FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. 3. REFER TO SHEET ,C�.4 FOR STORMWATER MAP SHOWING AREAS DRAINING TO VEGETATED TREATMENT AREAS. KEYNOTES 1. STORMWATER PLANTER WITH CURB OPENINGS. 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. 3. EXISTING STORMWATER FACILITY TO BE REMOVED OR ABANDONED IN PLACE. NOTES 1. TRACER WIRE: WIRE SHALL ENTER STRUCTURE UNDER RISER AND DIRECTLY ABOVE THE PIPE THAT WIRE IS TRACING. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF MANHOLE COVER TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -- CORROSIVE FASTENER 2" UNDER FRAME. 2. BACKFILL AROUND BASE SECTION USING CRUSHED ROCK IN PAVED OR SIDEWALK AREAS, OR NATIVE MATERIALS IN LANDSCAPE AREAS. 3. 42" OR, AS REQ'D, TO ACCOMMODATE PIPE SIZE AND INSTALLATION LOCATIONS /ANGLES. 4. USE SHALLOW MANHOLE WITH 2' SUMP WHERE DISTANCE BETWEEN RIM AND PIPE CROWN IS 3N OR LESS. 5. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF BASE SECTION. 6. INSTALL SEAL OR GROUT, AS SPECIFIED, BETWEEN MANHOLE AND PIPE TO FORM A WATER TIGHT SEAL. PIPES TO BE TRIMMED FLUSH WITH MANHOLE INTERIOR WALL. GROUT BETWEEN TRIMMED PIPE AND MANHOLE INTERIOR WALL, AS REQ'D, TO PROVIDE A SMOOTH TRANSITION. STANDARD STORM DRAIN MANHOLE NO SCALE KEY MAP NOT TO SCALE 0 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 -686 -8478 F: S41- 345 -5303 .��D PAOfF� \S��GI NFF9 74512PE 6WIW%rs OREGON 4*A. WREs 2/svu Fm ui 0 mi ui U > mmrr LLJ LLJ uj mmj j uj • 0 cl. < uj D Fm 0 < od U R • I w H W rr=� V/ DATE 12/13/15 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C5.0_STRM.dwg IN • �� C5.1 1 I r! RIM EL=435.36' q. ' +► i 1 n {{ n t ` op �4-� 1 i MATCH LINE SEE SHEET C5.3 46#)j u I 5° € t I SD ADS ► €i I _ RIM EL =43 €€ �` 12" IE N = 1.19' i SUMP - 429.19' , X SD C 1 i TO REMAIN ;t 16 € EX BLDG € €€ �. oil III of FFE= 437.58 €€ € f � oI rrl -..- .... -. ..... `....��.. �..�� - -r -�w 1U1IU14- -- "-m ° - - - �` m ---- - --mm -- _ - - m ---°- --__ - -_- __ � ____________ _ 9 c� X SD MH w w wi A RIM= 435.32 3i 36 »FL= 428.51 s IA Sz. f } r.� 1 .� ,l' '! RIM Le = r .9y L' Ij f --11 ;r L = 29.4 € 1 v \-SD MH RIM ELEV= 435.32' ti � i € O's /A 36" NW IE = 428.52' cn 36" SE IE - 428.51' € € Ile 4f p V € €€ € 9 SD MH RIM EL= 435.82' 24" IE E - 429.73' 24" IE IN = 429,71' 1 in CONST 8"SD 40.2 LF S= 0.0100 FT/FT D COB = �`o ; it `€ I IN EL= 434,98' �,�'' �' SD CO I I E = 433.28' � I 1EX SD DCc'B SUI IP = 431.23' 8 FL= 432.06 101 € , 1 REMAIN, TYP `�% -' i II ► I .- A 4 'SS } XSDC 2 SD AD SO € i I ! 1 TO REMAIN �,�,. fn I RIM EL =433.66 r- , € � � . ( 8" IE NE - 3D.56j t 19 I S 22.80 --~ / SD BLDG CONNECTION 1 � � � �- � EX SD C 6 FL= 434.42 -� ,,, ° / TO REMAIN " € It € I i I � ,.,. .- / SD AD SO CONST 6 SD 17.8 LF € € �---- RIM EL =433.3 ' S= 0.0200 FT /FT MIN ; ► I i / SD C � " �,,, .� " 18" IE S1iI�' ®4 0.1 TM I fi FL= 434.54 CON ST 6 SD 103.3 LF .-- CON ST 8 SD 120.6 LF o BLDG D TAD 4 1� -- - S= 0.0100 FT FT ,-- ,,/ S= 0.0100 FT FT T . € n € - $ FFE_ 435.92 € € Lu 1-1 SD CO f I I L \ 11 1 /' -, b.. , 6 FL= 433.51 In - - - 6 - '" SD BLDG CONNECTION 1 I SD BLDG CONNECTION I „ 0 " � =2 I 6 = 434.42 W 0 4 FDC ._ �__ . _ - 6 FL= 434 42 ,', FL " 1 .� �... -- --3 CONST 6 SD 3.0 LF t , CONST 6 SD 3.0 LF rn W / rl I �{ , 1 SD BLDG CONNECTION 6,3 € € .,� S s 0 ®0200 FT /FT MIN �� ��, S= 0.0200 FT/FT 6 FL= 434.60 p / N , `y LLI SD BLDG CONNECTION CONST 6 "SD 3.0 LF �,/ I ,��' Z fi FL= 434.60 ao0 1 C S= 0.0200 FT /FT MIN r'.,� " `� 0 8" D �'� ��f{ ` SD CO f CONST fi SD 3.0 LF E " € �. =,, ,�, 6 FL E IN = 434.36 -j S= 0.0200 FT /FT BLDG OAD 3 CONST 6 SD 53.5 LF SD CO ___ -- �'`��` s "FL S _ Q S= 0.0100 FT FT t , SD MH 8 FL= 433.26 - ° = 434,28 = �.%' (OUT )= , FFE- 43 7� 6 FL N IN = 432.97 =`�-:� �� 36 "FL E iN = 429.76, ,`- }- a® d' .' 2 36"FL NW UT )= 429.7fi i; I SD BLDG CONNECTION ( SD BLDG CONNECTION fi Ft= 434.60 - 6 FL= 434.60 CONST 6 "SD 3.0 LF N, "- CONST 6 "SD 14.0 LF S= 0.0200 FT /FT MIN - CONST 36 SD 59.0 LF SD AD ¢ I S= 0.0200 FT/FT MIN ► I i I S= 0.0010 FT /FT `�° ° `f ` � " •7 �, ' RIM= 435.62 i n r1 i€ I � __r ----- SD AD CONST 8 SD i01 LF �, 6 "FL= 434.12 €- r' -' i ;'y - �'', _ �_ --~� -��� CONST 6 SD 7.9 LF RiM= 435.55 S= 0.0100 FT FT " 36 "SD e - ������ SD CB .-- -`"r� 6 "FL= 434.05 -` S= 0.0100 FT /FT MIN RIM= 435.60 CONST 6 "SD 27.5 LF ' € o _ � -- �°_ "� -�` " 8 "FL= 434.10 S= 0.0100 FT /FT MIN ��� , *. � SS f_} �, I 3635 __- �______ CONST 8 "SD 33.2 LF . ..�_-- -----" STRM H S= 0.0100 FT /FT RIM ELE V= 435.92' �� UNABL Ta flBTA[N DIRECT I"L SD MH 1,- S CALC F _ 436.12' 8 FL N IN = 433.77 SD AD SO r ; le TO REMAIN 36 "FL S (IN }= 429.92 RIM EL =437.85' I„ t I " 6 "IES= 435.25' ,rr 3fi FL W .(OUT)= 429.92 li t� -° 6 IE SE = 435.25 i lI i € H CONST SD MH - - - -� - --�,- .._ ,..�.. �..1.. _ .r . IE r�i -- 435.25 � �f EX 36-FL S (IN )= 430.12 If SUMP = 434.85' € RIM EX 36 " FL NE (IN)= 430.12 (REMOVE) I 12" IE I NEW 36 "FL N (OUT)= 430.12 I _ I SUMP =- 428.93': �' � 1 � �m. -- --.-G --; CONST 36 "SD 75.9 LF --G�� -- _ _ ® _ _ _ 1 I S= 0.0010 FT FT €€ €€ € i I 1 I <'oeod RIM EL =437.13 €€ I6" IE ENE = 435.33' i n If €€ € 8" IE NNW = 432.88' €€ 0 € If 1 I 8" IE SW = 432.33' f If If 11 I T✓ SUMP = 431.43 a it rf I I SD AD SO If iI I I RIM EL=437.78' 6" IE WSW = 435.58' • SUMP = 433.68' 1 _ 1-ff- m--- _.....gym........._. 1 � � - ■ -1�n' rr � ' - '�' i � � �TS -3- ss 'Aid k - till -rem- -- - _. -----------_---_---- ._____- ___s- ®____. - -wpm- _ ^ - __yea - - �wrm_ �_� -in .. ._.. ._.....gg} -� lip, 10, 1 1 SD CURB INLET 1 RIM EL =437.42' 1 1 I SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 TO C4.5 FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. 3. REFER TO SHEET 5�.4 FOR STORMWATER MAP SHOWING AREAS DRAINING TO VEGETATED TREATMENT AREAS. KEYNOTES t. NOT USED. 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. 3. EXISTING STORMWAiER FACILITY TO BE REMOVED OR ABANDONED IN PLACE. KEY MAP NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 - 686 -8478 F: 541- 345 -5303 pROFF� \S��GINFF9 74512PE OREGON To L EXPIRES 12/31/14 J W Lu to Lwj DATE DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME ! r s SHEET NO i n s W O m Q� W� W� N W Z Ji V H a 6. �f MM — --- \-� D AD RIM EL=435.82' SUMP = 1 EX SD SYSTEM AT CABEW LOADING DOCK TO REMAIN PROPOSED BLDG EXPANSI{ TO CONNECT TO EX SD SYSTEM (TO BE LOCATED) PENN FiFtt F�C �, 12" !E NW = 429.42' mil.. CIAO IIA, IA[ Audi n41 1 i I ill l� pli i i i i PROTECTION TO REMAIN NOTES 1. REFER TO LANDSCAPE PLANS FOR PLANTING REQUIREMENTS. STORMWATER LANDSCAPE ISLAND - TYP MEDIUM PER SUB DWP REQUIREMENTS NOTE 1. REMOVE EXISTING ROCK PROTECTION AND RECONSTRUCT CHANNEL BOTTOM WITH GRASS LINING. REFER TO LANDSCAPE PLANS FOR PLANTING REQUIREMENTS. I t� fPARKING LOT II ~ G 7_1j,� CURB GUTTER OPENING 1.0' DEEP ROCK –LINED FOREBAY – f4.0 SQUARE 41 f V,n'n\1^ EXISTING BERM 41 FOREBAY BEYOND SECTION A -A SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 TO C4.5 FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. i 3. REFER TO SHEET C5,, 4 FOR STORMWATER MAP SHOWING AREAS DRAINING � 437.37' 3. VEGETATED TREATMENT AREAS. = 430.92' = 439.89' Std = 430.71' � �4�gsy0.911 KEYNOTES 1. NOT USED. 2. COVERED, HYDRAULICALLY ISOLATED LOADING DOCK. WE INN 6%:1 N 7 114 �N' IN, 8§4 ik"; S1, 4 NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 -345 -5303 .��EG PROfFf� \S��pl NFF9 7Y 74512PE (ri,afVCQ f -..\1 orEcoN ill `p�S�� Ecawes 12r31/14 W J H W W Z co • DATE DESIGNER " PROJECT 2100-024-13 FILENAME t • s C5.3 XI NC�.-f M BEYOND i I EXN FENCE i A it I 1 MEDIUM PER SUB DWP REQUIREMENTS NOTE 1. REMOVE EXISTING ROCK PROTECTION AND RECONSTRUCT CHANNEL BOTTOM WITH GRASS LINING. REFER TO LANDSCAPE PLANS FOR PLANTING REQUIREMENTS. I t� fPARKING LOT II ~ G 7_1j,� CURB GUTTER OPENING 1.0' DEEP ROCK –LINED FOREBAY – f4.0 SQUARE 41 f V,n'n\1^ EXISTING BERM 41 FOREBAY BEYOND SECTION A -A SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 TO C4.5 FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. i 3. REFER TO SHEET C5,, 4 FOR STORMWATER MAP SHOWING AREAS DRAINING � 437.37' 3. VEGETATED TREATMENT AREAS. = 430.92' = 439.89' Std = 430.71' � �4�gsy0.911 KEYNOTES 1. NOT USED. 2. COVERED, HYDRAULICALLY ISOLATED LOADING DOCK. WE INN 6%:1 N 7 114 �N' IN, 8§4 ik"; S1, 4 NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 -345 -5303 .��EG PROfFf� \S��pl NFF9 7Y 74512PE (ri,afVCQ f -..\1 orEcoN ill `p�S�� Ecawes 12r31/14 W J H W W Z co • DATE DESIGNER " PROJECT 2100-024-13 FILENAME t • s C5.3 BUILDING STORMWATER MANAGEMENT SUMMARY FOR ENTIRE SITE (WITHIN RING ROAD) AREAS 19.3 ACRES NON— BUILDING DEVELOPED SITE AREA 38.4 ACRES (INCLUDES PARKING LOTS, SIDEWALKS, ROADS, AND LANDSCAPING) TOTAL AREA DRAINING TO ENHANCED FLOW— ENTRANCES 7.8 ACRES TOTAL AREA DRAINING TO VEGETATED PLANTERS 4.4 ACRES NOTE: AREA TABULATIONS INCLUDE AREA WITHIN RING ROAD, AS SHOWN IN PLAN. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ecoQn91iAAil %'frhTiM UR-fi Mnc- - - - - - - - - - - - STORMWATER MANAGEMENT SUMMAR Y FOR AREA WITHIN PROJECT LIMITS TOTAL WORK LIMIT AREA 20.55 ACRES 100% RENOVATED BUILDING AREA 4.84 ACRES 24% NEW BUILDING AREA 1.68 ACRES S% NEW OR REPLACED NON— BUILDING PEDESTRIAN IMPERVIOUS SITE AREA 1.17 ACRES 6% NEW OR REPLACED NON— BUILDING 8.80 ACRES 43% VEHICULAR IMPERVIOUS SITE AREA EXISTING NON— BUILDING IMPERVIOUS SURFACE TO REMAIN 2.23 ACRES 11 LANDSCAPE AREA 1.81 ACRES 9% AREA DRAINING TO VEGETATED STORMWATER PLANTERS 4.4 ACRES (50% OF NEW OR REPLACED NON — BUILDING VEHICULAR IMPERVIOUS SURFACE) ALITY LIMITED N--Ow- 0 100, 2001 L ... ZZ if 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. VEGETATED STORMWATER PLANTER PER DETAIL 1/U3. 2. GRASS —LINED FLOW ENTRANCE PER DETAIL 2/Q52.. Date e EC 13 2013 rID°s ItaI _._ DRAWING LAND USE REVIEW SET THIS NOTFOR CONSTRUCTION BALZHISER � HUB BAR,. ENGINEERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 -345 -5303 pADfF� IN l 74512PE tgi^3)�t OREGON EXPIRES 12r31/14 IMM Uj 0 mi Uj U > z LLJ unj LLj swj LU:: CL 0 s CL < Uj : CA Uj D FM 0 < ad U • • • 0 w J H H W W to DATE 12/13/13 DESIGNER GTE /DWL PROJECT 2100-024 -13 FILENAME 05.4_STRM.dwg SHEET NO All SS BLDG CONNECTION 6"FL= 430.70 i -�. -- :-r-- ="^r - IF Ne -.a-m 71, 3&__�' _'T - F.* o7 A PRIVATE m L EX 8"FL N (IN)= 426.07 r % EX 8 F SIN (IN)= 425.89 EX 8"FL W (OUT)= 425.84 _j CONNECT TO EX 10 W a a E TAP 10"x8" HOT F --- - - - - - - - - - - - - - _- - - - - - - - - - - - - A D 8" GV WW_ mm __Wm mm m/v\ CONNECT IQ EX 6" GY W-1 INSTALL m-m-m-m m m m-m-m (1) 8"'x6" REDUCER m-m-m-m m-m 4ml 1 T- 1-5. PT T FY I f%"%Al NTH 10"x10"' HOT EX FIRE HYDRANT H-15 TAP AND 10" GV TO BE REMOVED SS MH j I � RIM ELEV= 436.00 as °sue as- c1S_______4zS 8" IE N = 426.12' ONST 1 Q"W 53.5 8" IE SW = 425.90' CM41-1 cn 8" IE E = 425-68' I '1000 -::;R R FER id DE \�) �1 e00000 U.Q rope 0000 WATER SYSTEM DESIGN DATA FLOW TEST INFORMATION 6"FL N (IN)= 426.92 EX 8"FL W (IN)= 424.95 EX 8"FL E (OUT)= 424.95 HYDRANT H-7 1. DATE OF TEST: 10/28/2013 2. TEST LOCATION: Gateway Mall (West Side) 3. STATIC/RESIDUAL PRESSURE AND FLOW: 103/91 psi 0 2,500 gpm 4. CALCULATED FLOW AT 20 psi: 7,104 gpm HYDRANT H-15 1. DATE OF TEST: 10/28/2013 2. TEST LOCATION: Gateway Mail (East Side) 3. STATIC/RESIDUAL PRESSURE AND FLOW: 103/90 psi 0 2,500 gpm 4. CALCULATED FLOW AT 20 psi: 6,803 gpm DOMESTIC SYSTEM 1. PEAK DOMESTIC WATER DEMAND= TO BE DETERMINED 2. SIZE OF DOMESTIC SERVICES TO BE DETERMINED FOR CONSTRUCTION DOCUMENTS. FIRE SYSTEM (PER TABLE B105.1, AND APPENDICES B AND C, 2010 OREGON FIRE CODE) FIRE MARSHAL'S REVIEW A. FIRE SYSTEM DESIGN REVIEWED WITH FIRE MARSHAL'S OFFICE YES B. DATE OF REVIEW: 11/12/2013 C. NAME OF CONTACT: GILBERT R. GORDON, DEPUTY FIRE MARSHAL REMODELED MAIN BUILDING 1. LARGEST BUILDING AREA: 368,546 sq.ft. 2. BUILDING CONSTRUCTION TYPE: TYPE V-B 3. BUILDING TO BE FULLY SPRINKLERED. 4. MINIMUM REQUIRED FIRE FLOW: 2,000 gpm 5. NUMBER OF HYDRANTS: 2 NEW BUILDINGS 1 THROUGH 4 1. LARGEST BUILDING AREA: 29,400 sq.ft. 2. BUILDING CONSTRUCTION TYPE: TYPE V-B 3. BUILDING TO BE FULLY SPRINKLERED. 4. MINIMUM REQUIRED FIRE FLOW: 1,750 gpm (INCLUDING SPRINKLER FLOW) 5. NUMBER OF HYDRANTS: 1 N-T IT wwrovIL-wilwom I CONST 4!W 15.0 LF 6"F BLDG CONNEC11ON CONST 6"F 15.0 LF INSTALL (1) 6". GV (F) I I I 4" CON 6LDG PAD 1 FFE= 436.80 SS BLDG CONNECTION 4."FL= 432.31 CONST eSS 4.0 LF S= 0.0100 FT/FT -4- 1 J.J. CONST SS MH 6"FL N (IN)= 429.82 6nFL S (IN)= 429.82 6"Fl- E (IN)= 429-82 6"FL IN (OUT)= 429.62 SS BLDG CONNECTION 6nFL= 429.96 CONST 6"SS 7.0 LF S= 0.0200 FT/FT CONST SS MH 6"FL W (IN)= 428.02 6"FL E (IN)= 428.02 EX 8 F N (IN)= 427.82 EX 8"FL S (OUT)= 427.82 -- MM-- - -MM -- -w w w w 1W as--------4Gs- as SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. ALL DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS, DOMESTIC WATER METERS, AND FIRE PROTECTION ISOLATION VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING CONNECTION AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION SHALL BE BY THE CONTRACTOR. 3. NEW AND EXISTING BACKFLOW PREVENTION FOR FIRE PROTECTION AND DOMESTIC WATER SERVICES SHALL BE LOCATED INSIDE THE BUILDING AND SHALL MEET ALL SUB REQUIREMENTS. 4. EXISTING 12-FOOT EASEMENT CENTERED ON EXISTING 10-INCH PUBLIC WATER MAIN. NEW EASEMENTS FOR NEW PUBLIC WATER TO BE COORDINATED WITH SUB. > KEYNOTES 1. PROVIDE SANITARY DRAIN FOR COVERED HYDRAULICALLY ISOLATED TRASH ENCLOSURE. _STRM AD SO W RIM ELEV=-433.26 811 CONNEC110 LDG 8 6"FL= 427.90 CONST 6 S 50.3 LF cn S= 0.0200 FT/FT 1W 6*SS- 7 TRASH CONNECTION 6"FL= 427.85 ❑ CONST 4OSS 13.7 LF 1 os S= 0.0200 FT/FT 110 v N-T IT wwrovIL-wilwom I CONST 4!W 15.0 LF 6"F BLDG CONNEC11ON CONST 6"F 15.0 LF INSTALL (1) 6". GV (F) I I I 4" CON 6LDG PAD 1 FFE= 436.80 SS BLDG CONNECTION 4."FL= 432.31 CONST eSS 4.0 LF S= 0.0100 FT/FT -4- 1 J.J. CONST SS MH 6"FL N (IN)= 429.82 6nFL S (IN)= 429.82 6"Fl- E (IN)= 429-82 6"FL IN (OUT)= 429.62 SS BLDG CONNECTION 6nFL= 429.96 CONST 6"SS 7.0 LF S= 0.0200 FT/FT CONST SS MH 6"FL W (IN)= 428.02 6"FL E (IN)= 428.02 EX 8 F N (IN)= 427.82 EX 8"FL S (OUT)= 427.82 -- MM-- - -MM -- -w w w w 1W as--------4Gs- as SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. ALL DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS, DOMESTIC WATER METERS, AND FIRE PROTECTION ISOLATION VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING CONNECTION AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION SHALL BE BY THE CONTRACTOR. 3. NEW AND EXISTING BACKFLOW PREVENTION FOR FIRE PROTECTION AND DOMESTIC WATER SERVICES SHALL BE LOCATED INSIDE THE BUILDING AND SHALL MEET ALL SUB REQUIREMENTS. 4. EXISTING 12-FOOT EASEMENT CENTERED ON EXISTING 10-INCH PUBLIC WATER MAIN. NEW EASEMENTS FOR NEW PUBLIC WATER TO BE COORDINATED WITH SUB. > KEYNOTES 1. PROVIDE SANITARY DRAIN FOR COVERED HYDRAULICALLY ISOLATED TRASH ENCLOSURE. 6"FL= 430.65 CONST 6 S 41.5 LF S= 0.0200 FT/FT CONST 6 " SS 120.0 LF 11 tl SD AD SO (1) GREASE INTERCEPTOR S= 0.0100 FT FT 0 RIM EL= 435.30 FL W (IN)= 432.27 10" IE W= 432.38 4"FL E (OUT)= 432.19 SUMP = 430.35 CONST 4"SS 86.8 LF ► S= 0.0100 FT FT, as as----_, CONST 4!SS 10.1 LF CD S-- 0.0100 FT FT 4" S '�. ® GS 1 1=4 it "�- �4 TRASH CONNECTION CONST SS CO ' T Iff 4."FL- 431.58 ,_ h, 4 F W �IN)= 432.09 CONST 4"SS 3.0 LF 0 4."FL N OUT)= 432.09 S= 0.0200 FT/FT SD I jU AU S"O // _ RIM EL=434.24' a 0 1E NNW = 432.84' % i � f ,. , -- .,,'as 4 SUMP = 432.74' g RIM L= 437171 CONST SS MH 36" It E - 42b ll .721 e fl 4"F- N (IN)= 1.22 as 36" IE N � 42 .671 ell 11 as as-as-es-as-as 4"Fl- S (IN)= 431.22 48 IE 2 .78'_ �)x 6"FL W (OUT)= 431.02 eQ Aft EN JI B=T it W77-9 A-4 EX PRIVATE SS MH jo t SD DGCB DRAINS TO PUBLIC 18"SS E ig IN GATEWAY STREET RIM EL=436.15' 6" IE S = 434-35' SD DGGB SUMP = 432.35' RIM EL=436.01' SSMH 6" IE S = 434.81' RIM ELEV= 437.94' SUMP = 432.86' GATEWAY STREET 8" N IE 42314' 8" W IE 423.24' 8" S IE = 423.29' SD ob .j 11 Al INSTALL (1) 4" FDC ASSEMBLY (1) 4- CV IN BELOW GRADE VAULT CONST 4"FDC 6.0 LF SD INSTALL (1) FH ASSEMBLY CONST 10"W 10.0 LF (1) 10"x6" REDUCER (1) 10" GV (W) NEW PAD 1 FDC DETAIL- SCALE lie= 201-01' k %om 21-11, BALZHISER & HUBBARD 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��D PROfF�s 74512P OREGON T EXPIRES 12/31/14 DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C6.0-3SWG.dwg • it W Lu W 1W 0 1 os 110 v I< 0 4 \SS BLDG CONNEC11ON Im 6"FL= 430.65 CONST 6 S 41.5 LF S= 0.0200 FT/FT CONST 6 " SS 120.0 LF 11 tl SD AD SO (1) GREASE INTERCEPTOR S= 0.0100 FT FT 0 RIM EL= 435.30 FL W (IN)= 432.27 10" IE W= 432.38 4"FL E (OUT)= 432.19 SUMP = 430.35 CONST 4"SS 86.8 LF ► S= 0.0100 FT FT, as as----_, CONST 4!SS 10.1 LF CD S-- 0.0100 FT FT 4" S '�. ® GS 1 1=4 it "�- �4 TRASH CONNECTION CONST SS CO ' T Iff 4."FL- 431.58 ,_ h, 4 F W �IN)= 432.09 CONST 4"SS 3.0 LF 0 4."FL N OUT)= 432.09 S= 0.0200 FT/FT SD I jU AU S"O // _ RIM EL=434.24' a 0 1E NNW = 432.84' % i � f ,. , -- .,,'as 4 SUMP = 432.74' g RIM L= 437171 CONST SS MH 36" It E - 42b ll .721 e fl 4"F- N (IN)= 1.22 as 36" IE N � 42 .671 ell 11 as as-as-es-as-as 4"Fl- S (IN)= 431.22 48 IE 2 .78'_ �)x 6"FL W (OUT)= 431.02 eQ Aft EN JI B=T it W77-9 A-4 EX PRIVATE SS MH jo t SD DGCB DRAINS TO PUBLIC 18"SS E ig IN GATEWAY STREET RIM EL=436.15' 6" IE S = 434-35' SD DGGB SUMP = 432.35' RIM EL=436.01' SSMH 6" IE S = 434.81' RIM ELEV= 437.94' SUMP = 432.86' GATEWAY STREET 8" N IE 42314' 8" W IE 423.24' 8" S IE = 423.29' SD ob .j 11 Al INSTALL (1) 4" FDC ASSEMBLY (1) 4- CV IN BELOW GRADE VAULT CONST 4"FDC 6.0 LF SD INSTALL (1) FH ASSEMBLY CONST 10"W 10.0 LF (1) 10"x6" REDUCER (1) 10" GV (W) NEW PAD 1 FDC DETAIL- SCALE lie= 201-01' k %om 21-11, BALZHISER & HUBBARD 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 .��D PROfF�s 74512P OREGON T EXPIRES 12/31/14 DATE 12/13/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C6.0-3SWG.dwg • it SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. ALL DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS, DOMESTIC WATER METERS, AND FIRE PROTECTON ISOLATION VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUC11ON BETWEEN THE WATER METER AND THE BUILDING CONNEC1ON AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION SHALL BE BY THE CONTRACTOR. 3. NEW AND EXISTING BACKFLOW PREVENTION FOR FIRE PROTECTION AND DOMESTIC WATER SERVICES SHALL BE LOCATED INSIDE THE BUILDING AND SHALL MEET ALL SUB REQUIREMENTS. 4. EXISTING 12 —FOOT EASEMENT CENTERED ON EXISTING 10 —INCH PUBLIC WATER MAIN. NEW EASEMENTS FOR NEW PUBLIC WATER TO BE COORDINATED WITH SUB. KEYNOTES 1. PROVIDE SANITARY DRAIN FOR COVERED HYDRAULICALLY ISOLATED TRASH ENCLOSURE. 14� as as as— m cn w cQ z� C 4" FDC 1 .0 INSTALL C.? (1) e FDC ASSEMBLY as (1) 4" CV IN BELOW GRADE VAULT CONST 4 FDC 66..0 LF a_ L - (1) FH ASSEMBLY CONST 10 "W 10.0 LF La INSTALL (1) 10 "x6" REDUCER (W) (1) 10" GV (W) v _l NEW PAD 2 FDC DETAIL SCALE lll= 20' -0" KEY MAR NOT TO SCALE I l .. _ 100 WEST 13TH AVENUE EUGENE, OR 97401 P: S41- 686-8478 F: S41- 345-5303 � 74512PE9 �l G OREGON EXPIRES 12Ja1114 a' i uj f ui Fm ui 4 : ui DATE 12/13/15 DESIGNER GTL /DWL PROJECT 2100 - 024-13 FILENAME C6.0_SSWG.dwg c MATCH LINE SEE SHEET 3 C6... . u I I 1 SD AD SO RIM PI =AAA To �K y Ii 1 IP'� 12" IE N= 431.19' t 0 � �- III l � � SUMP = 429.19' � EX BLDG CONST SS MH H I ~ "' FFE- 437.58 6 "FL NE (IN )= 427.92 I of ( ° II ��� " ) 4 111 ( { EX $ FL S (OUT)- 427 92 {ASSUMED) � { SHEET NOTES �RIM EL= 436.22` { - ! Of 1, REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. S IE = 428.12 ( it CONNECT TO EX SS MH i �, ,x. x e H I � F # cn t , 811.9 IP - ' 3 4-FL S (IN )= 427.38 % { I { 1 1 2. ALL DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION t ` ' . 8" VU IE = EX 8 "FL S IN = 428.12 - is t �l{ 1 4" FDC ASSEMBLY �r r� BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS, TRASH CONNECTION { " - .�' ---- - - - - -J -- - - - - -- �____ _ " _ ,,1� t 1 4 "FL= 428.08 � N IE = 425.42 ,� EX 8 "FL S (IN )= 425.47 - - - u - ^ - - �r � , `r- = = = 1 4 CV !N BELOW ,�; �' DOMESTIC WATER METERS, AND FIRE PROTEC11ON ISOLATION VALVES CONST 4 "SS 35.0 LF� 8" E IE 425.38' EX 8 FL W !N = 425.45 ^� �_�_ _ � ®' ®_ ___ _ _ _ _ -' _� _ -- - - - -..- -� �-- - - - _ _ _�_ - -.�.- ..�_- .-- _ _ =� _ - -- _ - = GRADE VAULT - -- ° SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC EX 8 "FL N 42 5.42 - MM - MM - MM - MM - MM - MM CONST 4 "FDC 16.9 LF WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING S= 0.0200 FT /FT EX $ FL E OU= 425.38 •� _ C "1 1 1 { CONNECTION AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION -,`' CONNECT TO X 10"W CONNEU TO EX " YD AN " " � SHALL BE BY THE CONTRACTOR. t,U N H -19 TO REMAIN WITH 10 x4 HOT TAP o t CONNECT T X M M' ,� TO BE REMOVED M w w w w w w w w w w M w w w w w w_ AND 4 GV _ 1 3. NEW AND EXISTING BACKFLOW PREVENTION FOR FIRE PROTECTION AND t . SD MH -� I DOMESTIC WATER SERVICES SHALL BE LOCATED INSIDE THE BUILDING AND " { -e .�r RIM EL = 35.92' # r . 0 SHALL MEET ALL SUB REQUIREMENTS, ° /' oa CONST W 4.0 -= - " E L= 29.49' > 1 I 4. EXISTING 12 -FOOT EASEMENT CENTERED ON EXISTING 10 -INCH PUBLIC t� �,�_, .._� �� ( N WATER MAIN. NEW EASEMENTS FOR NEW PUBLIC WATER TO BE I COORDINATED WITH SUB. t RIM EL =43 T 4 7, �3 , \--cn hnu " ' IE W = 433.66' - ( / CONST 4 "W 99.8 LF SUMP= 431.66' ,�, " Ar �� y4 CONST 4 FDC 96.7 LF I 1 01 l KEYNOTES ,.. 18 , z i 0 1 ��' N 36" SE IE = 428.51' I ` as as--4-1 x INSTALL d. .-- {{ .1 01 { { 64 - 43:82' $PROVIDE SANITARY DRAIN FOR COVERED HYDRAULICALLY ISOLATED TRASH I-- I { { 24 IE E _ 429.73 ENCLOSURE. t [ i I i� l (1 } FH ASSEMBLY III I 24" IE W = 429.71' I i t " f� I t [ 1 I 1 CONST fi SS 100.0 LF INSTALL S= 0.0100 FT FT {1} 4" FDC ASSEMBLY CON ST SS Q 1 CCB _ � 6 FL= 428.92 sO I TRASH CONNECTION 1 RI .- 4 FL= 429.89 I 6" E 433.28` .- �' CONST SS 50.0 LF ° 1 t ° = � 4 i S P = 431.23' " �' S= 0.0100 FT/FT i , I ..- CONST 6 SS 39.1 LF 1 1 S- 0.0100 FT FT � 4 "SS � � i { I Ij I I SO AD SO , / CONST SS CO I 01 t I _ - I RIM EL= 433.66' -�'" 50 4 FL W (IN)= 429.39 "W B G ONN TIO 14 01 { I " 8" IE NE - 38.56`3 -' ` 6 "FL S (OUT)= 429.31 CONST 2 "W 15.0 LF I 11 I I i t CONST 8 SS 46.4 LF I = 22.80' I I { t S= 0.0030 FT FT 6 i �-� CONST SS MHO 4 "F BLDG CONNECTION 1 1 `' CON ST 6 "SS 4.1 LF I 1 I 1 t CONST SS MH , r ,�r ( EX 8 FL W (IN )= 424.47 �. -'`' �o 'D `�D SO II�ISTALL F 15.0 LF 8 FL NW (IN )= 424.31 --� 8 FL SE {OUTI 424.45 .- / S= 0.0100 FT FT jIM EL 433.3 " I I " - ( .- ° / " ' 8" S = 6.1 ' (1) 4 GV (F) I 1 I i r 8 FL E (OUT } = 424,29 t� _.,� ` .r- 6 C C O o III {I1 I tt� , �-° / 6 "FL 429,35 P - 8 �n I Il I I � � �, � �'' s° yo � III � { I C.1 t FIR H RAT ° -- BLDG PAD 4 o t H -1416 TO REMAIN / T1ON FFE- 435.92 I II 1 T ► s° III t _ 1 4" FDC ASSEMBLY ° �� 6 "SD I yo 1 4" CV IN BELOW """ , - I rirrr r I ilk T t 14 GRADE VAULT 4 FDC ._ " / T 1 -� - ._. - 4." FDC i 3 yQ 1 1 rer r CONST 4 FDC 38.8 LF Tt " Z I Q o� CONST 2 "W 11.9 LF r �� �r r o " i I ca 8 SD , CONST 8 SS 10fi8 LF " 4 "F BLDG CONNECTION I o ,J , S 0.0030 FT FT 3 CONST 4 F 12.a LF T t ° INSTALL 0 t (1) 4 GV (F) �-� -w w w w w TRASH CONNECTION Q BLDG PAD 3 4"FL= 425.60 193 LE TRENCHING FOR 50 CONST 4 "SS 8.7 LF ``�� r -`° --'.. RELOCATED NATURAL GAS F F E 436.10 I I �'' S= 0.0200 FT /FT - �° �° `-. - -_ 7 IS t ' EX 8 "FL= 423,94 ON//, ° fop 0- 36 SD 0 CONST SS MH 4 "SS r -- 8 FL NW (IN )= 423.97 as 8 "FL E (OUT) 423.95 °s `' ��SS -- i t ------- - 3035 as- ~CONST 8 "SS 46.4 LF o I CONNE T T X " 11-1 i°" t FT/FT k I EX 8 "FL= 423.90 V= 435.9 CON T S C- -- If S= 0,0030 4'FL 425.43 - - _ �--= --� e.a,� u� � ,-�, {OBTAIN DIR FL ,- { �'�' .� °,.'�. II 191 _ CONST SS MH 430.12` " SD AD SQ �.� .� [1 N � SC EX 8 FL W (IN )= 423.81 CONST 4 SS 67.9 LF RIM EL = 437.85' �� ;r 0• •••• „� ....� t ° Rif , - I 8 "FL SE (OUT)= 423.80 S= a.02Q0 FT FT 6" IE S - 435.25' r� i f `�' ®.•. -T -- ° •.. ® 6`! ;• I 40 I .� �� �� = �. �� - - - - - _ 6" �� IE SE 435.25 I t SD AD Sid �, � SL 6 IE W - 435.25 ' �.." 1� � � RIM EL= 436.99` SD AD SO - , SUMP = 1 II � "� 6" IE W = 435.64' RIM EL�- 434.53 11'? SUMP = 433.59 Al, 12" IE W = 430.93` - Il I Il II ._�_ SUMP = 428.93` ,'v l --� •___ -; ` I I II Il I II Ili �`j`. i II �- -- S AD S ' c G-- c c --- ---- -� D it RIM EL= 437.13 II I II ti / SO AD SQ t . ♦ , , 6 IE ENE = 435.33 y 11 RIM EL- 437.03 8" IE NNW = 432.88' ?�, ,� t O �. II 11{ .-j ;� � 6 " IE = 435.68 � s �, IE S = 432.33 � 11 II I .4 SUMP = 433.68' { SIiP = 431.43' I I II II II p it j) GREASE TRAP '' ♦ 1 I 1 % ! ., RIM ELEV= 437.35 1112 GREASE TRAP II -A Rlllii ELEV= 37. '� t f II I; 1 t 18 1 I SD AD SO D 1. 1 I SS MH I RIM EL= 437.78' ` I If i 9 {1 RIM ELEV= 436.31 6" IE 15W = 435,68'; °� i t It 1 t� I RIM EL=437.10' SD CURB INLET I 8 "NIE =423.06' � l �- SUMP = 433.88`` / `, ``��`� \ 1 e 6" IE NNW = 435.80' �- ' i 8" 8 IE = 423.21' e _ RIM EL= 438.32 i ! -ff � _ ,_ _ _ . _ SUMP - 433.80' 1 y - t 3- Ts X75 Ts ._._._... .�° ..�-.. `. ` \a a` + o r - + � i ► r - i - _ - - _ _ -- - _ Ad _ _ Ali 1, _______-___ ____________- ________- _ _-tee -- uc -max- -- t t SD CURB INLET t RIM EL= 437.42' t GATEWAY STREET t 1 WIN t LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 - 345-5303 .��D PROfF� G' N�F9 74512PE eSi -/c12S ply OREGON 11,1��0� �F T. Lp�`S� EXPIRES 112=14 uj 0 i > • uj • uj Lu • Fm ui < Ill co DATE 12/13/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C6.0_SSWG.dwg { 2' # ,. so `� { \ o { 14e � { N �'' SHEET NOTES { 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. ALL DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS, DOMESTIC WATER METERS, AND FIRE PROTECTION ISOLATION VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING CONNECTION AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION SHALL BE BY THE CONTRACTOR. 10, Z) A 3. NEW AND EXISTING BACKFLOW PREVENTION FOR FIRE PROTECTION AND DOMESTIC WATER SERVICES SHALL BE LOCATED INSIDE THE BUILDING AND SHALL MEET ALL SUB REQUIREMENTS. t { 4. EXISTING 12 —FOOT EASEMENT CENTERED ON EXISTING 10 —INCH PUBLIC WATER MAIN. " NEW EASEMENTS FOR NEW PUBLIC WATER TO BE COORDINATED WITH SUB. t � SD AD SO '{1} RIM EL- 433.36' os y 12" IE N = 430.36' SUMP = 425.21' r—w—w—W —, o� o►, _ — SD MH j � RIM EL= •435.09' #} # _ t t t 48" IE W = 429.09' 48" IE E = 429.09' CA # SDMH RIM EL= 435.00' 24" IE E = 428.80' { . # SD AD SO 1 �# } an } 42" IE W = 428.80' RIM EL= 435.31' ii6" IEN= 434.51 a } } #t SUMP = 428.41' it w-- --c-w— t SD AD SO jai RIM EL= 436.08' }# I} } 1� 6 IE N �= 430.63' ## } t SD CURB INLET SUMP - 428.63 RIM EL- 434.15' # }� # SD AD SO RIND EL= 434.35' _ _ - _ i6"IEN= 431.35' t �t II j SUMP = 429.40' } a t a f so so �t t SD CURB INLET x r U } } t } C RIM EL= 434.11 O 01 SD AD S( } t 1 1 ## RIM EL- 435.34' } t t # 6a1 IE N = 432.34' 1 # j }# SUMP == 43039' a K w }} t ! 1 d t ig t� r 4 t1 ' t I # #LL t i � t MATCH LINE SEE SHEET 6.2 z4 —v %/RvQnLv Rvt/n IN PAVED, SIDEWALK, OR TRAFFIC AREAS, OR NATIVE MATERIALS IN LANDSCAPED AREAS. SEE NOTE 2 WATER MAIN (DOMESTIC) SEE NOTE 2 ROCK o� o a U3 —j U 9 aQ w Lu 0- cn J ¢ REFER TO LANDSCAPE DRAWINGS FOR SURFACE TREATMENT. SEE NOTE 3 'r s ro (FIRE) a- SEE NOTE 2 1 6° I PIPE \6 "� PIPE OD_ 6" � � U DS �p T EARTH NOTES 1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12° ABOVE SEWER LINES, WERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 109 . 2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND f " -0 CRUSHED ROCK BACKFlLL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4° MIN DEPTH ASPHALT PAVEMENT, 4° MIN DEPTH CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFPA 24, 10 -4) 5. INSTALL TRACER WIRE ON ANY PIPELINES) CONSTRUCTED OF NON— METAWC PIPE MATERIAL JOINT WATER /FIRE SERVICE TRENCHING & BACKFILL S H NO SCALE /•ice /!i / am-am- /! S'' m ..i �. • r "" • �R_. ♦:�.. r 1.r • ♦ �:� ,� /�i� s I�i� Imo,• I�,�.I REFER TO PRECAST RISER /!i �iJ•!i� /•ice /• i RINGS AS REQ'D PRECASTJ 1!I�1! ��I�Iii•�C!•.� ... oi. l: i I Ic CONSTRUCT CONCRETE \ / /\\/ � / / \\ / /\ / /\ / /� \ / /\\ //\ \ / /�\ CRUSHED ROCK GROUT BASE FILLET CHANNEL ANTERIOR DIAMETER TO DIRECT FLOW REFER TO NOTE 3 NOTES 1. TRACER WIRE: WIRE SHALL ENTER STRUCTURE UNDER RISER AND DIRECTLY ABOVE THE PIPE THAT WIRE IS TRACING. PROVIDE ENOUGH FREE WIRE TO EXTEND 24° ABOVE TOP OF MANHOLE COVER TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON — CORROSIVE FASTENER 2° UNDER FRAME. 2. BACKFlLL AROUND BASE SECTION USING CRUSHED ROCK IN PAVED OR SIDEWALK AREAS, OR NATIVE MATERIALS IN LANDSCAPE AREAS. 3. 42° OR, AS REQ'D, TO ACCOMMODATE PIPE SIZE AND INSTAlLA110N LOCATIONS /ANGLES. 4. USE SHALLOW MANHOLE WHERE DISTANCE BETWEEN RIM AND PIPE CROWN IS 3V OR LESS. 5. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF BASE SECTION. 6. INSTALL SEAL OR GROUT, AS SPECIFIED, BETWEEN MANHOLE AND PIPE TO FORM A WATER TIGHT SEAL PIPES TO BE TRIMMED FLUSH WITH MANHOLE INTERIOR WAIL. GROUT BETWEEN TRIMMED PIPE AND MANHOLE INTERIOR WALL, AS REQ'D, TO PROVIDE A SMOOTH TRANSITION. STANDARD 01 SANITARY MANHOLE, SEC11ON AND COVER. SLIP TYPE WITH TOP FLANGE. HEAVY DUTY IN PAVEMENT AREAS. COVER MARKED PER SPECIFICATIONS LENGTH AS REQ'D REFER TO NOTE 2 FOR DIA 45' BENI 1' LONG PE x PE EXTENSION a FINISHED GRADE UTILITY A MECHANICAL PLUG NOTES DIA PER PLAN (AT PIPE END ONLY) 1. TRACER WIRE SHALL ENTER STRUCTURE WITH RISER PIPE. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF OPENING IN TOP SECTION. 2. RISER PIPE SIZE: 4", 6", AND 8" DIA MAIN - 40 DIA RISER PIPE 10" DIA AND LARGER MAIN — 6" DIA RISER PIPE. n STANDARD CLEANOUT CO No SCALE a SUBGRADE MIN ' SECTION A -A ROCK BASE 3000 - iv i NOTES SEE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON - CORROSIVE FASTENER 2° UNDER FRAME. 2. CONSTRUCT CONCRETE ENCASEMENT PER MANUFACTURER RECOMMENDATIONS. PROVIDE TOOLED TRANSVERSE CONTRACTION JOINTS AT TOP AND SIDES OF CONCRETE ENCASEMENT AT CHANNEL JOINT LOCATIONS PER MANUFACTURER RECOMMENDATIONS. REFER TO JOINTING PLAN FOR CONTRACTION JOINT DETAILS AND SEALANT. 3. CONCRETE ENCASEMENT THICKNESS SHALL BE THE GREATER OF 4° OR THE SURROUNDING PAVEMENT SLAB THICKNESS. TRENCH DRAIN (TD) � 3 No SCALE NOTE 1. TRACER WIRE SHALL ENTER VALVE VAULT. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF VAULT OPENING. FIRE DEPT CONNECTION (FDCj � NO SCALE MI-10 KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 -345 -5303 .��V PBOfF� 74512PE9 l G- �I.irY�Sr Jam( OREGON �F t LpRS� Exrwes 12/31/14 Imm ui CL 0 ui Z LU f uj PIPE CROWN i D PROVIDE SMOOTH CHANNEL >m 2LN011; LOU PIPE PENETRA11ON INTO Fm o < • Ui a CONSTRUCT CONCRETE \ / /\\/ � / / \\ / /\ / /\ / /� \ / /\\ //\ \ / /�\ CRUSHED ROCK GROUT BASE FILLET CHANNEL ANTERIOR DIAMETER TO DIRECT FLOW REFER TO NOTE 3 NOTES 1. TRACER WIRE: WIRE SHALL ENTER STRUCTURE UNDER RISER AND DIRECTLY ABOVE THE PIPE THAT WIRE IS TRACING. PROVIDE ENOUGH FREE WIRE TO EXTEND 24° ABOVE TOP OF MANHOLE COVER TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON — CORROSIVE FASTENER 2° UNDER FRAME. 2. BACKFlLL AROUND BASE SECTION USING CRUSHED ROCK IN PAVED OR SIDEWALK AREAS, OR NATIVE MATERIALS IN LANDSCAPE AREAS. 3. 42° OR, AS REQ'D, TO ACCOMMODATE PIPE SIZE AND INSTAlLA110N LOCATIONS /ANGLES. 4. USE SHALLOW MANHOLE WHERE DISTANCE BETWEEN RIM AND PIPE CROWN IS 3V OR LESS. 5. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF BASE SECTION. 6. INSTALL SEAL OR GROUT, AS SPECIFIED, BETWEEN MANHOLE AND PIPE TO FORM A WATER TIGHT SEAL PIPES TO BE TRIMMED FLUSH WITH MANHOLE INTERIOR WAIL. GROUT BETWEEN TRIMMED PIPE AND MANHOLE INTERIOR WALL, AS REQ'D, TO PROVIDE A SMOOTH TRANSITION. STANDARD 01 SANITARY MANHOLE, SEC11ON AND COVER. SLIP TYPE WITH TOP FLANGE. HEAVY DUTY IN PAVEMENT AREAS. COVER MARKED PER SPECIFICATIONS LENGTH AS REQ'D REFER TO NOTE 2 FOR DIA 45' BENI 1' LONG PE x PE EXTENSION a FINISHED GRADE UTILITY A MECHANICAL PLUG NOTES DIA PER PLAN (AT PIPE END ONLY) 1. TRACER WIRE SHALL ENTER STRUCTURE WITH RISER PIPE. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF OPENING IN TOP SECTION. 2. RISER PIPE SIZE: 4", 6", AND 8" DIA MAIN - 40 DIA RISER PIPE 10" DIA AND LARGER MAIN — 6" DIA RISER PIPE. n STANDARD CLEANOUT CO No SCALE a SUBGRADE MIN ' SECTION A -A ROCK BASE 3000 - iv i NOTES SEE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON - CORROSIVE FASTENER 2° UNDER FRAME. 2. CONSTRUCT CONCRETE ENCASEMENT PER MANUFACTURER RECOMMENDATIONS. PROVIDE TOOLED TRANSVERSE CONTRACTION JOINTS AT TOP AND SIDES OF CONCRETE ENCASEMENT AT CHANNEL JOINT LOCATIONS PER MANUFACTURER RECOMMENDATIONS. REFER TO JOINTING PLAN FOR CONTRACTION JOINT DETAILS AND SEALANT. 3. CONCRETE ENCASEMENT THICKNESS SHALL BE THE GREATER OF 4° OR THE SURROUNDING PAVEMENT SLAB THICKNESS. TRENCH DRAIN (TD) � 3 No SCALE NOTE 1. TRACER WIRE SHALL ENTER VALVE VAULT. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF VAULT OPENING. FIRE DEPT CONNECTION (FDCj � NO SCALE MI-10 KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 -345 -5303 .��V PBOfF� 74512PE9 l G- �I.irY�Sr Jam( OREGON �F t LpRS� Exrwes 12/31/14 DATE 12/13/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C6.0_SSWG.dwg Imm ui CL 0 ui Z LU uj i >m LOU Fm o < • _j r CL DATE 12/13/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C6.0_SSWG.dwg M ss MH MM -- RIM EL= 435.95' 10" IE S = 430.37' 10" IE E = 430.23' c I II AD I RIM EL =433.12' ( I II I ~' SD AD SO RIM EL =433.95' j CONNECT TO EX 8 "SS, .45, ' i 1 i ff of sawn Ann Ant CONST 8 "SS 20.0 LF S= 0.0080 FT FT CONST 8"W 5 CONST 8"SS 19.6 LF %�I CONNECT TO EX S= 0.0100 FT FT f CQNNECT TO EX " - / • 1�::••••.•••• CONNECT TO EX 8 "SS . CONST 8 "SS 15.2 LF 'l.. Ip Ip S= 0.0100 FT «, •:;: CONST SS TD 36.9 LF WITH TRAP AND TRAP PRIMER ` CONNECT TO EX SS MH I CONST 6 "SS 4.9 LF I ( S S-- 0.0200 FT /FT 7� I CONST 8 SS 26.9 LF i I S= 0.0080 FT FT I CONNECT TO EX 8 "SS I ELEVATIONS TO BE I FIELD VERIFIED) ,►++ • . CONST 6 "SS 17.4 LF S= 0.0200 FT FT . c ? CONST 8 "SS 58.4 LF 3 0 I I 1 I I 1 ��. I I ► �� � �� �� t� 12" IE NW = 429.42' N I i � I 24 IW lei _ 429.31 24 IE S= 429.35 ' p I I SD AD SO I RIM EL =433.32' 12" IE E = 429.77' so p tl "' III I 24" IE N = 429.57' pl III ' 1 Ilj SUMP = 427.67' 1 i pl I I pl ` < I o SD AD SO � I p ` SD H RIM EL= 435.82` I I ti� --pl I l RIM L= 437.37' so 6" IE S = 435.02' I I I ° E °- I iL_ i L�.��- ��- �.s-�� �. 8 N E = 430.92 -.-tea �r- �.tr#i- --�-�r .a-� �s" SUMP - 434.32` -� 3 :. � ,15" IE « 430.89' I ° Ed I -- , ° 12" I Sid{ = 430.71' _ E SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD -tee Sp'€ IE = 430,91F' ' I ( " _ . _ _ _ _ • __ - _---- -3- - __ _ - . _ .,._.� -� � _ _ � _ _ � - � - __ -�T - � _� _. - � . - T �- _ � SLIM ® 430.22 CONNECT TO EX 4 SS �- - - - - �. I , . '� I ° (ELEVATIONS TO BE `.i r .� r J � FIELD VERIFIED} •; t t - - -- -------------- - - -� -_ -- - - -- I J Q I i ! iF � ° S.M .. t.M .... '... «.• t.. «•. .ti. /'1 .tea /'.. - - - W ... :.� .. Ww• - - WW WW -►- WW WW E SD MH in SD AD SO RIM EL= 437.09' SD AD SO • = RIM EL =437.38' 15 ii IE W = 431.45 E • ; ; . =c 12 IE NW = 431.83 CAPPED RIM EL =4 .3$� ..._ •.....;...•. .._.;_.: ._.;, . ii = E { I , EI 431.83' CAPPED `..ti31i ••• ••t i:.kkl ••• •= i:siSl: ••• •= iti }yls 6 IE S 436.06 :�• \ f ` "' '" SUMP = 433.81' jj 4i ' • 4 f�� i 8 TEN =431.81 `� I \y I 10" IE NE = 432.19' CAPPED CONST 4 "SS 44.1 LF >_ - " S= 0.0200 FT /FT FT = 0.30' .. .. .. i , 10 IE E = 431.82 cn , I I X, x. � T 3 CONST SS TD 91.8 LF IX -- .._- ,--------------- (.�} --p C&3 WITH TRAP AND TRAP OF PRIMER I I a I ( v I I I I I I I I I I I I I i I I SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. All DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS, DOMESTIC WATER METERS, AND FIRE PROTECTION ISOLA11ON VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING CONNECTION AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION SHALL BE BY THE CONTRACTOR. 3. NEW AND EXISTING BACKFLOW PREVEN11ON FOR FIRE PROTEC11ON AND DOMESTIC WATER SERVICES SHALL BE LOCATED INSIDE THE BUILDING AND SHALL MEET ALL SUB REQUIREMENTS. 4. EXISTING 12 -FOOT EASEMENT CENTERED ON EXISTING 10 -INCH PUBLIC WATER MAIN. NEW EASEMENTS FOR NEW PUBLIC WATER TO BE COORDINATED WITH SUB. Sm IN It KEY MAP NOT TO SCALE LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12 -13 -13 BALZHISER ,tot HUBBAPM ENGINEERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541- 345 -5303 �� PROfFS� l NFF� 7457�'E CeL-1'� a-c\-i OREGON III EXPIRES 12/31/14 DATE DESIGNER PROJECT 2100-024-13 FILENAME x ELECTRICAL SYMBOLS LIST SYMBOL ABBR. DESCRIPTION �-� ROADWAY /PARKING FIXTURE, ROUND POLE, SQUARE HEAD. 2 HEAD FIXTURE SHOWN. REFLECTOR ORIENTATION INDICATED. Q TRANSFORMER. O3 NOTE REFERENCE. (N) INDICATES NEW DEVICE. (E) INDICATES EXISTING DEVICE TO REMAIN. (NL) INDICATES EXISTING DEVICE AT NEW LOCATION. 1 SITE PLAN - LIGHTING /P SCALE: 1 " =60' SHEET NOTES: <1> ELECTRICAL /COMMUNICATION REDESIGN TO BE DETERMINED BY SPRINGFIELD UTILITY BOARD, OR OTHER FRANCHISE UTILITY. 2O NEW 47 FOOT POLE A.F.G. FITTED WITH (2) EXISTING LUMINAIRES. O EXISTING POLE FITTED WITH (2) EXISTING LUMINAIRES. O4 INTERCEPT AND EXTEND WIRING TO FACILITATE RELOCATION OF EXISTING POLE MOUNTED FIXTURE. OWER/COMM_ 17,4 LAND USE MECHANICAL 0 ELECTRICAL e V: J41-060-64/Z5 DIGITAL SIGNATURE I►/%PAA• f evnlnrr Q MA 1.. ►J 000, �J i X X X X 77- 1 X I � O I(( 1 I I I I I I I I I I 1 1 1 1 1 i 1 1 1 1 U_1 .l 1 -i -L I_1 1 I I I I I I 1 l i l l l 0 1 1 1 1 1 1 1 1 1 Iii 11 I I I I I I 11 i 1 I I ( I I I I I I I I I I I I I ( I I I <= *2.4 "2.5 +3.4 +4.2 .5 *2.5 +L.S 1.8 *2 .2 "1.9 +4.0 12,8 2.7 +3.9 '2.7 {1.9 1.8 t.8 1 a r4.� i +3.p 1+412 +4.6 +4.2 .9� +4.5 +4.3 +2.4 {2.3 *3.9 +t.5 1 �4. .7 .1 L.d L• /r G.`t .8 �+ �y, +.,+ 'I 1 - ' . I 45.4 , 4. 7 G.8 +3.1 +3.2 . 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(20) MOUNT VERNON LAUREL le, (10) MEXICAN ORANGE LAWN AW AWN (8) OTTO LUYKEN LAUREL (6) PROVENCE LAVENDER IN. (11) DAVID VIBURNUM al (31) DAVID VIBURNUM (4) DELAVAY OSMANTHUS (8) WHITE ROCKROSE -- '>1 11 ,.0- -, 11-1 "- -s. .00, www.schirmarsatre.com (8) MEXICAN ORANGE 01 k N-1 (10) HAMELN FOUNTAIN GRASS r • (6) AUTUMN BLAZE RED MAPLE (38) DAVID VIBURNUM IN, F_ I-e IN. AROL L SCHIRMER IN, 14 ......... :�� n cl) w w GON w I I'll- (12) HAMELN FOUNTAIN GRASS z (3) DAVID VIBURNUM IN. (8) LITTLE PRINCESS SPIRAEA (6) AQUA WHISPER SIBERIAN IRIS (3) DWARF FOTHERGILLA N. (2) AUTUMN PURPLE ASH (6) BLUE OAT GRASS - (5) DAVID VIBURNUM 0 (6) BENNERUP BLUE SIBERIAN IRIS • is LAWN (9) DWARF MAIDEN N, GRASS ni (10) HAMELN FOUNTAIN GRASS (1) CHANTICLEER PEAR N-1 (6) AUTUMN BLAZE RED MAPLE (5) DAVID VIBURNUM (4) OTTO LUYKEN LAUREL le, (4) SPRING BOUQUE1 N, VIBURNUM (26) DAVID VIBURNUM IN, IN, (5) PROVENCE LAVENDER (6) AZTEC PEARL MEXICAN ORANGE (10) DWARF MAIDEN GRASS 'N" (4) CHANTICLEER PEAR (10) OTTO LUYKEN LAUREL "N' (3) DWARF FOTHERGILLA Ix, 0 IN, (11) DAVID VIBURNUM (1) HERITAGE RIVER BIRCH (11) PRAIRIE FIRE SEDGE Lu (5) OTTO LUYKEN LAUREL {7) SWEET BOX (6) ISANTI REDTWIG DOGWOOD "oo 11-1 26) SWORD FERN N- 0 z 0 IN, 110.0, (17) DENVER DAISY BLACK-EYED SUSAN 0 (75) COMPACT OREGON GRAPE 0 11-1 (5) MOENCH ASTER (4) VINE MAPLE *N1 (8) KOREAN SPICE VIBURNUM • IN, A / ,° ,� (5) DE LAVAY OSMANTHUS (15) DEUTSCHLAND ASTILBE • (2) AUTUMN BLAZE RED MAPLE A u (6) BLUE OAT GRASS ri (5) OTTO LUYKEN LAUREL (11) DAVID VIBURNUM N." _')r _V _V Ar 0 (12) PRAIRIE FIRE SEDGE 1 1-11 "N v < D (10) DAVID VIBURNUM (1) AUTUMN PURPLE ASH UJ Li 7 tl (3) DWARF RUSSIAN SAGE • (3) AUTUMN PURPLE ASH (12) PRIVET HONEYSUCKLE (10W OU (7) EMERALD GREEN ARBORVITAE VIBURNUM (9) ISANTI REDTWIG DOGWOOD (7) KARL FOERSTER FEATHER (6) DAVID VIBURNUM LAWN IQN HAMELN :nHKTAIK -PAQQ REED GRASS - (2) AUTUMN PURPLE ASH (8) DAVID VIBURNUM (4) KNOCKOUT ROSE (10) PRAIRIE FIRE SEDGE ois r 100 WEST 13TH AVENUE EUGENE, OR 97401 P* 541-686-8478 Vi 541-345-5303 n A V u 77 i� Q) Lu 0 ' .0 As Lu uj Z cj) L_ I DATE 1211312013 0 10 20 40 SITE INDEX MAP Ile (1) HERITAGE RIVER BIRCH (8) PRAIRIE FIRE SEDGE (12) PRIVET HONEYSUCKLE (3) VINE MAPLE (4) SLENDER DEUTZIA (12) DAVID VIBURNUM (12) NORTHSKT BLUEBERRY ... ... LAWN AW AWN T A (10) SWEET BOX (15) COMPACT OREGON GRAPE (6) DEUTSCHLAND ASTILBE (10) SWORD FERN (12) JAPANESE SKIMMIA v (11 FEMALE, 1 MALE) (3) VINE MAPLE (5) KOREAN SPICE VIBURNUM (2) SWORD FERN (14) HELLER HOLLY (1) HERITAGE RIVER BIRCH Aff V-"v -Nf 'Nf 'V V NA -Nt (12) PACIFIC SUNSET < 100 MAPLE - --- - ----------- ------- -- (31) DAVID VIBURNUM (4) DELAVAY OSMANTHUS (8) WHITE ROCKROSE -- '>1 11 ,.0- -, 11-1 "- -s. .00, www.schirmarsatre.com (8) MEXICAN ORANGE 01 k N-1 (10) HAMELN FOUNTAIN GRASS r • (6) AUTUMN BLAZE RED MAPLE (38) DAVID VIBURNUM IN, F_ I-e IN. AROL L SCHIRMER IN, 14 ......... :�� n cl) w w GON w I I'll- (12) HAMELN FOUNTAIN GRASS z (3) DAVID VIBURNUM IN. (8) LITTLE PRINCESS SPIRAEA (6) AQUA WHISPER SIBERIAN IRIS (3) DWARF FOTHERGILLA N. (2) AUTUMN PURPLE ASH (6) BLUE OAT GRASS - (5) DAVID VIBURNUM 0 (6) BENNERUP BLUE SIBERIAN IRIS • is LAWN (9) DWARF MAIDEN N, GRASS ni (10) HAMELN FOUNTAIN GRASS (1) CHANTICLEER PEAR N-1 (6) AUTUMN BLAZE RED MAPLE (5) DAVID VIBURNUM (4) OTTO LUYKEN LAUREL le, (4) SPRING BOUQUE1 N, VIBURNUM (26) DAVID VIBURNUM IN, IN, (5) PROVENCE LAVENDER (6) AZTEC PEARL MEXICAN ORANGE (10) DWARF MAIDEN GRASS 'N" (4) CHANTICLEER PEAR (10) OTTO LUYKEN LAUREL "N' (3) DWARF FOTHERGILLA Ix, 0 IN, (11) DAVID VIBURNUM (1) HERITAGE RIVER BIRCH (11) PRAIRIE FIRE SEDGE Lu (5) OTTO LUYKEN LAUREL {7) SWEET BOX (6) ISANTI REDTWIG DOGWOOD "oo 11-1 26) SWORD FERN N- 0 z 0 IN, 110.0, (17) DENVER DAISY BLACK-EYED SUSAN 0 (75) COMPACT OREGON GRAPE 0 11-1 (5) MOENCH ASTER (4) VINE MAPLE *N1 (8) KOREAN SPICE VIBURNUM • IN, A / ,° ,� (5) DE LAVAY OSMANTHUS (15) DEUTSCHLAND ASTILBE • (2) AUTUMN BLAZE RED MAPLE A u (6) BLUE OAT GRASS ri (5) OTTO LUYKEN LAUREL (11) DAVID VIBURNUM N." _')r _V _V Ar 0 (12) PRAIRIE FIRE SEDGE 1 1-11 "N v < D (10) DAVID VIBURNUM (1) AUTUMN PURPLE ASH UJ Li 7 tl (3) DWARF RUSSIAN SAGE • (3) AUTUMN PURPLE ASH (12) PRIVET HONEYSUCKLE (10W OU (7) EMERALD GREEN ARBORVITAE VIBURNUM (9) ISANTI REDTWIG DOGWOOD (7) KARL FOERSTER FEATHER (6) DAVID VIBURNUM LAWN IQN HAMELN :nHKTAIK -PAQQ REED GRASS - (2) AUTUMN PURPLE ASH (8) DAVID VIBURNUM (4) KNOCKOUT ROSE (10) PRAIRIE FIRE SEDGE ois r 100 WEST 13TH AVENUE EUGENE, OR 97401 P* 541-686-8478 Vi 541-345-5303 n A V u 77 i� Q) Lu 0 ' .0 As Lu uj Z cj) L_ I DATE 1211312013 0 10 20 40 SITE INDEX MAP — (18) PACIFIC SUNSET MAPLE (10) RED ROOSTER SEDGE (15) MOUNT VERNON LAUREL (51) MOUNT VERNON LAUREL (6) DWARF FOTHERGILLA (19) PRAIRIE FIRE SEDGE v 4) PRAIRIE FIRE SEDGE (52) MOUNT VERNON LAUREL <= (20) PRAIRIE FIRE SEDGE (34) MOUNT VERNON LAUREL (20) PRAIRIE FIRE SEDGE (52) MOUNT VERNON LAUREL (6) DELAVAY OSAMNTHUS (24) MOUNT VERNON LAUREL ......... (16) DAVID VIBURNUM (6) OCTOBER GLORY RED MAPLE (4) OCTOBER GLORY RED MAPLE (12) DAVID VIBURNUM (4) BLACK TUPELO (40) COMMON RUSH (33) COMMON RUSH (33) COMMON RUSH (33) COMMON RUSH (33) COMMON RUSH (6) MEXICAN ORANGE (95) BRAMBLE (38) BRAMBLE > (38) BRAMBLE (38) BRAMBLE (38) BRAMBLE (22) HAMELN FOUNTAIN GRASS (7) MEXICAN ORANGE' (16) BLOODGOOD LONDON PLANE TREE — (8) DWARF MAIDEN GRASS A (10) DAVID VIBURNUM `LAWN LAWN ,J A A (7) BLUE OAT GRASS - 000� (3) HERITAGE RIVER BIRCH (16) MOUNT VERNON LAUREL (3) DWARF FOTHERGILLA (20) LEATHER LEAF SEDGE (14) MOUNT VERNON LAUREL U <11 (4) AQUA WHISPER SIBERIAN IRIS (5) CHANTICLEER PEAR (6) PROVENCE LAVENDER (6) LEATHER LEAF SEDGE (6) PROVENCE LAVENDER (12) MOUNT VERNON LAUREL (4) BENNERUP BLUE SIBERIAN IRIS (8) BLUE OAT GRASS pp 77 V (10) PROVENCE LAVENDER 7, (20) MOUNT VERNON LAUREL (12) SNOW QUEEN SIBERIAN IRIS - - - - - - - - - - - - - - I-N 77- < 0 (6) LEATHER LEAF SEDGE N. (6) PROVENCE LAVENDER (12) MOUNT VERNON LAUREL (4) CAESAR BROTHER SIBERIAN IRIS (4) PROVENCE LAVENDER (7) MOUNT VERNON LAUREL A A A (3) AQUA WHISPER SIBERIAN IRIS v (12) KNOCKOUT ROSE U (9) HAMELN FOUNTAIN GRASS U U (2) HERITAGE RIVER BIRCH (22) DAVID VIBURNUM (38) BRAMBLE >1 (33) COMMON RUSH" (33) COMMON RUSH (33) COMMON RUSH VII (4) OCTOBER GLORY RED MAPLE (8) OCTOBER GLORY RED MAPLE (38) BRAMBLE (38) BRAMBLE U (33) COMMON RUSH (33) COMMON RUSH v IN, (33) COMMON RUSH (38) BRAMBLE (38) BRAMBLE (38) BRAMBLE (4) MEXICAN ORANGE (2) BLACK TUPELO (12) HAMELN FOUNTAIN GRASS (13) DAVID VIBURNUM mi N11 j (D (12) HAMELN FOUNTAIN GRASS IN. NI. (2) HERITAGE RIVER BIRCH <:�3 IN, (14) MOUNT VERNON LAUREL' 1� <; <: 17 ---� MATCHCINE SEE SHEET 1-5.0 I=> IN, 7 rr w- I 11 fall 6, I I + LANDSCAPE ARCHITECTS + II SAiREI c==j SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.sr.hirmersatre.com Date Receloved: DEC 13 413 OrigInal Scale: 1" = 20'- 01, 10 20 40 E N G 1 N EER S MECHANICAL ELECTRICAL CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 R 541-345-5303 LY :1 0 cr CL LU LU LU DATE 1211312013 DRAWN BY CHECKED jas ces PROJECT 2100-018-13 FILENAME Planting Plan 12.6.2013-dwg SHEET No. s I (8) PACIFIC SUNSET MAPLE (4) BENNERUP BLUE SIBERIAN IRIS 11 ply, ( (8) MOUNT VERNON LAUREL (�8) MOUNT (30) PRAIRIE FIRE SEDGE (4) BUTTER AND SUGAR SIBERIAN IRIS 'IS (78) MOUNT VERNON LAUREL (2) BENNERUP BLUE SIBERIAN IRIS (6) OCTOBER GLORY RED MAPLE (18) MOUNT VERNON LAUREL-- (33) COMMON RUSH (33) COMMON RUSH (33) COMMON RUSH — (2) BLACK TUPELO (38) BRAMBLE (38) BRAMBLE (38) BRAMBLE — (13) DAVID VIBURNUM (7) BLOODGOOD LONDON PLANE TREE — (4) OTTO LUYKEN LAUREL — (2) BENNERUP BLUE SIBERIAN IRIS — (13) LEATHER LEAF SEDGE BENNERUP BLUE SIBERIAN IRIS O (1) BLACK TUPELO T (3) BLUE OAT GRASS (4) WHITE ROCKROSE A (14) MT VERNON LAUREL ) I -EYED SUSAN (4) DENVER DAISY BLACK (2) DWARF RUSSIAN SAGE <= F- (5) MEXICAN ORANGE (2) BLACK TUPELO (9) DAVID VIBURNUM (11) HAMELN FOUNTAIN GRASS {: I • c C6 U.J co Uj 0 00 Uj 0 0 A Ll A IV A n U A v IN. 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OOF (11) HAMELN FOUNTAIN GRASS (2) BLACK TUPELO (16) DAVID VIBURNUM (6) MEXICAN ORANGE MATCHLINE SEE SHEET L6.0 = *N1 m SRIKH`j SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 641.686.4540 Fax: 541.686.4577 www.schirmersWre.com 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 R 541-345-5303 LU P� '11*j C) cr CIL LU Lu Z cj ) DATE 1211312013 DRAWN BY CHECKED jas ces PROJECT 2100-018-13 FILENAME Planting Plan 12.6.2013.dwg m r) (28) OTTO LUYKEN LAUREL (D (11) OCTOBER GLORY RED MAPLE F- (7) MEXICAN ORANGE (5) DENVER DAISY BLACK-EYED SUSA (6) GREEN MOUNTAIN SUGAR MAPLE (7) HAMELN FOUNTAIN GRASS (38) DAVID VIBURNUM (10) MARY TODD DAYLILY (34) HAMELN FOUNTAIN GRASS (11) MEXICAN ORANGE (12) DAVID VIBURNUM�:� P, qu IMF, W ♦ , . �► o� ILI, 0 W, `' .� \�I���.. �� ��� ♦M.�•V f%�i�.17 /.ice /���,' /il�� /��i��I�t�'�,' 111 M c- II It 11 It It II II It II II II It II II II II II II II II II 11 ' It It 11 It (14) MEXICAN ORANGE (24) HAMELN FOUNTAIN GRASS (4) GREEN MOUNTAIN SUGAR MAPLE (28) DAVID VIBURNUM . I ik (5) DENVER I Y BLACK-EYED SUSAN b*L111'11 A (3) DWARF RUSSIAN SAGE —IL N�f FAW I lw"" Q�ww'� —7 '1 (6) EMERALD GREEN ARBORVITAE, WIN (3j KELSEY REDTWIG DOGWOOD one I-- 1,137 —Iff, (13) SWORD FERN (1) HERITAGE RIVER BIRCH LAWN N, (8) PACIFIC SUNSET MAPLE (9) DAVID VIBURNUM J7 (3) SWORD FERN (11) COMPACT OREGON GRAPE (1) DURA HEAT RIVER BIRCH (16) SWORD FERN "I " (16) KOREAN SPICE VIBURNUM SITE INDEX MAP I/A (12) DENVER DAISY BLACK-EYED SUSAN (6) DENVER DAISY BLACK-EYED SUSAN (35) OTTO LUYKEN LAUREL <= -1 - LANDSCAPE ARCHITECTS SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax 541.686.4577 www.sr,hirmersatre.com I I ' (11) RED ROOSTER SEDGE (16) MOUNT VERNON LAUREL (7) KELSEY REDTWIG DOGWOOD (13) AZTEC PEARL MEXICAN ORANGE (25) MOUNT VERNON LAUREL (8) ICE DANCE SEDGE (26) PRAIRIE FIRE SEDGE (19) DAVID VIBURNUM (14) WATANABE DOUBLEFILE VIBURNUM (4) BLUE OAT GRASS (6) MIDWINTER FIRE DOGWOOD (4) JACQUEMONT11 BIRCH NYA (6 w w w (18) RED ROOSTER SEDGE Z (4) PACIFIC SUNSET MAPLE --/ (10) COMPACT OREGON GRAPE (3) DURA HEAT RIVER BIRCH (12) SWEET BOX (15) COMPACT OREGON GRAPE (4) SWORD FERN 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F.- 541-345-5303 1 LIJ O cc CL LLJ W Z (f) DATE 1211312013 DRAWN BY CHECKED jas ces PROJECT 2100-018-13 FILENAME Planting Plan 12.6.2013.dwg SITE INDEX MAP �jj LL IN. to) DENVER DAISY tLA.rrT cu SUSAN 4 BLOODGOOD LONDON PLANE TREE (13) DENVER DAISY BLACK -EYED QHQAM (b) UL; I UULK ULUKY RzU MAPU: (2) DWARF RUSSIAN SAGE (18) DAVID VIBURNUM (41) OTTO LUYKEN LAUREL (7) GREEN MOUNTAIN SUGAR MAPLE MATCHLINE - . (1) DWARF RUSSIAN SAGE (6) DENVER DAISY BLACK-EYED SUSAN vi -Isr "Ir ry -Ar -vq I "sr `%Ir IV -V f IV v _%r A_r VI_ v AN- AF P% (16) HAMELN FOUNTAIN GRASS 9 77 (24) MOUNT VERNON LAUREL (12) DENVER DAISY BLACK-EYED SUSAN (13) KARL FOERSTER FEATHER REED GRASS (12) DAVID VIBURNUM (7) KELSEY REDTWIG DOGWOOD (7) WHITE ROCKROSE (6) DWARF RUSSIAN SAGE (11) DAVID VIBURNUM (4) MEXICAN ORANGE IN, (5) AUTUMN PURPLE ASH (8) HAMELN FOUNTAIN GRASS (5) DENVER DAISY BLACK-EYED SUSAN (1) CHANTICLEER PEAR 74� GRASS (5) MEXICAN ORANGE (1) DWARF RUSSIAN SAGE (17) DAVID VIBURNUM "k -X-71I IN, (5) MEXICAN ORANGE (17) DAVID VIBURNUM (20) HAMELN FOUNTAIN GRASS A n (6) MEXICAN ORANGE n ti U (26) MOUNT VERNON LAUREL v (9) ICE DANCE SEDGE (19) RED ROOSTER SEDGE - (7) MEXICAN ORANGE J15) AZTEC PEARL MEXICAN ORANGE LAWN) A7A-A-A-A7A_ A- (26) PRAIRIE FIRE SEDGE (19) DAVID VIBURNUM (6) DENVER DAISY BLACK-EYED SUSAN (40) DAVID VIBURNUM (14) WATANABE DOUBLEFILE VIBURNUM (5) COMPACT WINGED EUONYMUS (20) HAMELN FOUNTAIN GRASS (12) MIDWINTER FIRE DOGWOOD (4) JACQUEMONT11 BIRCH (2) DURA HEAT RIVER BIRCH (11) KNOCKOUT ROSE (6) GREEN MOUNTAIN SUGAR MAPLE (9) KARL FOERSTER FEATHER (11) KARL FOERSTER FEATHER REED GRASS I=> REED GRASS EXISTING SWEET GUM (85) BEACH STRAWBERRY - - - - - - - - - - - - - - -- - - LAWNr — — — — — — — — — — — — — — — — — — — — -- 1 IN, L I& L t w ( " ,, r r i i 4 V ON (3) WATANABE DOL LEFILE VIBURNUM,- .�° ! ff i °! I "N' (8) SWEET BOX (3) VINE MAPLE `— (12) SWORD FERN (10) KELSEY REDTWIG DOGWOOD LAWN N r N-1 (20) RED ROOSTER SEDGE I "N, r (1) BIG LEAF MAPLE 46 1 (12) HAMELN FOUNTAIN GRASS (6) LITTLE PRINCESS SPIRAEA (8) DENVER DAISY BLACK-EYED SUS, (14) DAVID VIBURNUM IN, ( 3 am 4) DWARF RUSSIAN SAGE (6) AUTUMN JOY SEDUW'�" s. (23) KARL FOERSTER (20) COMPACT OREGON GRAPE (11) SPRING BOUQUET VIBURNUM FEATHER REED GRASS Nil (10) DAVID (8) ISANTI REDTWIG DOGWOOD pq (6) KOREAN SPICE VIBURNUM (18) DAVID VIBURNUM air (6) DURA HEAT RIVER BIRCH N-1 (14) HAMELN FOUNTAIN GRASS IN, (8) DAVID VIBURNUM (10) HAMELN FOUNTAIN GRASS a. r. (4) LITTLE PRINCESS SPIRAEA IN, IN, 71S--_` -11 (1) BIG LEAF MAPLE gp n CORAL BARK MAPLE.",,?". - - - - - - - - - - - - IN, (4) AUTUMN JOY SEDUM'-",-�*,-,*.-,..,�.,..,-,,�.���..-i-'-�...�.",,��.-.�,.,�',�,".,',,,'���."."..,�,�,��,�.,'"-,.,. GE 7,77 (6) DENVER DAISY BLACK-EYED SUSAN ) DWARF RUSSIAN AGE ya it n .(4) DAVID VIBURNUM U d0jS n -4 L - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < (7) PACIFIC SUNSET MAPLE -4 > ............ SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.r.chirmersatre.com EN G I N EER S MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 R 541-345-5303 w 01 LU 3 CL LU Uj Z c/) DATE 1211312013 DRAWN BY CHECKED jas ces PROJECT 2160-018-13 FILENAME Planting Plan 12.6.2013.dwg 1. =A FJ ► ► tr L. SITE INDEX MAP �jj LL IN. to) DENVER DAISY tLA.rrT cu SUSAN 4 BLOODGOOD LONDON PLANE TREE (13) DENVER DAISY BLACK -EYED QHQAM (b) UL; I UULK ULUKY RzU MAPU: (2) DWARF RUSSIAN SAGE (18) DAVID VIBURNUM (41) OTTO LUYKEN LAUREL (7) GREEN MOUNTAIN SUGAR MAPLE MATCHLINE - . (1) DWARF RUSSIAN SAGE (6) DENVER DAISY BLACK-EYED SUSAN vi -Isr "Ir ry -Ar -vq I "sr `%Ir IV -V f IV v _%r A_r VI_ v AN- AF P% (16) HAMELN FOUNTAIN GRASS 9 77 (24) MOUNT VERNON LAUREL (12) DENVER DAISY BLACK-EYED SUSAN (13) KARL FOERSTER FEATHER REED GRASS (12) DAVID VIBURNUM (7) KELSEY REDTWIG DOGWOOD (7) WHITE ROCKROSE (6) DWARF RUSSIAN SAGE (11) DAVID VIBURNUM (4) MEXICAN ORANGE IN, (5) AUTUMN PURPLE ASH (8) HAMELN FOUNTAIN GRASS (5) DENVER DAISY BLACK-EYED SUSAN (1) CHANTICLEER PEAR 74� GRASS (5) MEXICAN ORANGE (1) DWARF RUSSIAN SAGE (17) DAVID VIBURNUM "k -X-71I IN, (5) MEXICAN ORANGE (17) DAVID VIBURNUM (20) HAMELN FOUNTAIN GRASS A n (6) MEXICAN ORANGE n ti U (26) MOUNT VERNON LAUREL v (9) ICE DANCE SEDGE (19) RED ROOSTER SEDGE - (7) MEXICAN ORANGE J15) AZTEC PEARL MEXICAN ORANGE LAWN) A7A-A-A-A7A_ A- (26) PRAIRIE FIRE SEDGE (19) DAVID VIBURNUM (6) DENVER DAISY BLACK-EYED SUSAN (40) DAVID VIBURNUM (14) WATANABE DOUBLEFILE VIBURNUM (5) COMPACT WINGED EUONYMUS (20) HAMELN FOUNTAIN GRASS (12) MIDWINTER FIRE DOGWOOD (4) JACQUEMONT11 BIRCH (2) DURA HEAT RIVER BIRCH (11) KNOCKOUT ROSE (6) GREEN MOUNTAIN SUGAR MAPLE (9) KARL FOERSTER FEATHER (11) KARL FOERSTER FEATHER REED GRASS I=> REED GRASS EXISTING SWEET GUM (85) BEACH STRAWBERRY - - - - - - - - - - - - - - -- - - LAWNr — — — — — — — — — — — — — — — — — — — — -- 1 IN, L I& L t w ( " ,, r r i i 4 V ON (3) WATANABE DOL LEFILE VIBURNUM,- .�° ! ff i °! I "N' (8) SWEET BOX (3) VINE MAPLE `— (12) SWORD FERN (10) KELSEY REDTWIG DOGWOOD LAWN N r N-1 (20) RED ROOSTER SEDGE I "N, r (1) BIG LEAF MAPLE 46 1 (12) HAMELN FOUNTAIN GRASS (6) LITTLE PRINCESS SPIRAEA (8) DENVER DAISY BLACK-EYED SUS, (14) DAVID VIBURNUM IN, ( 3 am 4) DWARF RUSSIAN SAGE (6) AUTUMN JOY SEDUW'�" s. (23) KARL FOERSTER (20) COMPACT OREGON GRAPE (11) SPRING BOUQUET VIBURNUM FEATHER REED GRASS Nil (10) DAVID (8) ISANTI REDTWIG DOGWOOD pq (6) KOREAN SPICE VIBURNUM (18) DAVID VIBURNUM air (6) DURA HEAT RIVER BIRCH N-1 (14) HAMELN FOUNTAIN GRASS IN, (8) DAVID VIBURNUM (10) HAMELN FOUNTAIN GRASS a. r. (4) LITTLE PRINCESS SPIRAEA IN, IN, 71S--_` -11 (1) BIG LEAF MAPLE gp n CORAL BARK MAPLE.",,?". - - - - - - - - - - - - IN, (4) AUTUMN JOY SEDUM'-",-�*,-,*.-,..,�.,..,-,,�.���..-i-'-�...�.",,��.-.�,.,�',�,".,',,,'���."."..,�,�,��,�.,'"-,.,. GE 7,77 (6) DENVER DAISY BLACK-EYED SUSAN ) DWARF RUSSIAN AGE ya it n .(4) DAVID VIBURNUM U d0jS n -4 L - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < (7) PACIFIC SUNSET MAPLE -4 > ............ SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.r.chirmersatre.com EN G I N EER S MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 R 541-345-5303 w 01 LU 3 CL LU Uj Z c/) DATE 1211312013 DRAWN BY CHECKED jas ces PROJECT 2160-018-13 FILENAME Planting Plan 12.6.2013.dwg i 5� - x ------------- - - - - -- I I I 1 1 1 I j�41' (4) KARL FOERSTER FEATHER REED GRASS (8) BLACK TUPELO (48) MOHAWK VIBURNUM _X_ MATCHLI - SEE VIEW 7B Ik TWONPA 0 0 MATCHLINISEE VIEW 7A -- — — — — � d I ROY\,"\ I ER Common Name Size lComments COMA, a TREES r 20 ♦ ♦ !I ON 4' -5' i i i i ER Aft (45) MOHAWK VIBURNUM (20) KARL FOERSTER FEATHER REED GRASS (6) MEXICAN ORANGE Scale: 10 = 20'- 0" N 0 10 20 40 VIEW 713 0 4 ill C Qty. Botanical Name Common Name Size lComments COMA, a TREES r 20 ♦ ♦ !I ON 4' -5' 3 stem min. 2 Acer macrophyllum Big Leaf Maple 2" cal. Matched, evenly branched 8 Acer palmatum 'Sango Kaku' Coral Bark Maple 5' -6' Matched, evenly branched 21 Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple Aft (45) MOHAWK VIBURNUM (20) KARL FOERSTER FEATHER REED GRASS (6) MEXICAN ORANGE Scale: 10 = 20'- 0" N 0 10 20 40 VIEW 713 0 4 ill C Qty. Botanical Name Common Name Size lComments TREES r 20 Acer circinatum Vine Maple 4' -5' 3 stem min. 2 Acer macrophyllum Big Leaf Maple 2" cal. Matched, evenly branched 8 Acer palmatum 'Sango Kaku' Coral Bark Maple 5' -6' Matched, evenly branched 21 Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple 2" cal. Matched, evenly branched 55 Acer rubrum 'October Glory October Glory Red Maple 2" cal. Matched, evenly branched 11 Acer rubrum 'Red Sunset' Red Sunset Maple 2" cal. Matched, evenly branched 23 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 57 Acer truncatum 'Pacific Sunset Pacific Sunset Maple 2" cal. Matched, evenly branched 14 Amelanchier alnifolia Pacific Serviceberry 5' -6' Matched, evenly branched 8 Betula jacquemonti Jacquemonti Birch 2" cal. Matched, evenly branched 16 Betula nigra 'BNMTF' Dura Heat River Birch 2" cal. Matched, evenly branched 11 Betula nigra 'Cully' Heritage River Birch 2" Matched, evenly branched 38 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched 27 Platanus acerifolia 'Bloodgood' Bloodgood London Plane Tree 2" cal. Matched, evenly branched 22 Pyrus calleryana 'Chanticleer' Chanticleer Pear 2" cal. Matched, evenly branched SHRUBS 143 Choisya ternata Mexican Orange 5 gal. 77 Choisya ternata x arizonica 'Aztec Pearl' Aztec Pearl Mexican Orange 5 gal. 36 Cistus hybridus White Rockrose 5 gal. 25 Cornus sanguinea 'Midwinter Fire' Midwinter Fire Redtwig Dogwood 5 gal. 23 Cornus stolonifera 'lsanti' Isanti Redtwig Dogwood 5 gal. 53 Cornus stolonifera'Kelseyi' Kelsey Redtwig Dogwood 5 gal. 4 Deutzia gracillis Slender Deutaa 5 gal. 5 Euonym us alata 'Com pacts' Compact Winged Euonym us 5 gal. 27 Fothergilla gardenii Dwarf Fothergilla 5 gal. 7 Fothergilla major 'Mount Airy` Mount Airy Fothergilla 5 gal. 14 Ilexcrenata'Helleri' Heller Holly 3 gal. 147 Mahonia aquifolium 'Compacta' Compact Oregon Grape 3 gal. 14 Osmanthus delavayi Delavay Osmanthus 5 gal. 140 Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel 5 gal. 27 Rosa Radraz2' Knockout Rose 5 gal 46 Sarcococca confusa Sweet Box 5 gal. 24 Skimmia japonica Japanese Skimmia 5 gal. 22 female, 2 male 25 Spiraea japonica 'Little Princess' Little Princess Spiraea 5 gal. 13 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae 4' -5' 23 Vaccinium 'Northsky Northsky Blueberry 5 gal. 93 Viburnum burkwoodii Mohawk Viburnum 5 gal. 47 Viburnum carlesii Korean Spice Viburnum 5 gal. 728 Nburnum davidii David Viburnum 5 gal. 42 Mburnum plicatum tomentosum 'Watanabe' Watanabe Doublefile Viburnum 5 gal. 39 Viburnum onus 'Spring Bouquet Spring Bouquet Viburnum 5 gal. PERENNIALS I 21 Astilbe arendsii 'Deutschland' Deutschland Astilbe 1 gal. 5 Aster frikartii'Moench' Moench Aster 1 gal. 32 Hemerocallis''Mary Todd' Mary Todd Daylily 1 gal. 20 Hem erocallis 'Pardon Me' Pardon Me Dayiily 1 gal. 13 Iris sibirica'Aqua Whispers' Aqua Whispers Siberian Iris 1 gal. 20 Iris sibirica'Bennerup Blue' Bennerup Blue Siberian Iris 1 gal. 4 Iris sibirica 'Butter and Sugar Butter and Sugar Siberian Iris 1 gal. 4 Iris sibirica'Caesaes Brother' Caesar's Brother Siberian Iris 1 gal 12 Iris sibirica 'Snow Queen' Snow Queen Siberian Iris 1 gal. 54 Lavandula intermedia 'Provence' Provence Lavender 1 gal 144 Rudbeckia 'Denver Daisy Denver Daisy Black -Eyed Susan 1 gal. 47 Perovskia atriplicifolia x abrotanoides 'Little Spire "Dwarf Russian Sage 1 gal. 28 Sedum 'Autumn Joy Autumn Joy Sedum 1 gal GRASSES 156 Calamagrosts acutiflora'Karl Foerster' ry Karl Foerster Feather Reed Grass 1 gal. 45 Carex buchananii tLeather Leaf Sedge 1 gal 123 Carex buchananii 'Red Rooster' Red Rooster Sedge 1 gal. 48 Carexmorrowii'lce Dance' Ice Dance Sedge 1 gal. 196 Carextestacea Prairie Fire Sedge 1 gal. 47 Helictotrichon sempervirens Blue Oat Grass 1 gal. 568 Juncus patens Common Rush 1 gal. 49 Miscanthus sinensis 'Yaku Jima' Dwarf Maiden Grass 1 gal. 352 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 1 gal FERNS 131 Polystichum munitum Sword Fern 2 gal GROUNDCOVER 150 Fragaria chiloensis Beach Strawberry 4" pot Plant 18" o.c. 84 Lonicera piieata Privet Honeysuckle 3 gal. 743 Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 1 gal 703 1 Rubus pentalobus Bram ble 4" pot Plant 18" o.c. LEGEND EXISTING DECIDUOUS TREE TO REMAIN + EXISTING CONIFEROUS TREE TO REMAIN PROPOSED TREES, SHRUBS, GRASSES o AND PERENNIALS PROPOSED GROUNDCOVER PROPOSED 4' DIAMETER MULCH RING CENTER ON TREE PROPOSED MULCH - 4' WIDE CENTER ON TREE PROPOSED LAWN (SOD) GENERAL PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR.. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. SOIL PREPARATION WILL BE AS FOLLOWS: PLANT BEDS: MINIMUM 12" IMPORTED OR ON -SITE TOPSOIL WITH 3" COMPOST AND FERTILIZER TILLED IN. A 3" ORGANIC MULCH LAYER WILL BE APPLIED TO PLANT BEDS IMMEDIATELY FOLLOWING PLANTING. FINISHED LAWN (SEEDED): MINIMUM 6" IMPORTED OR ON -SITE TOPSOIL WITH 2 "COMPOST, 1" SAND, AND FERTILIZER TILLED IN. FINISHED LAWN (SOD): MINIMUM 6" IMPORTED OR ON -SITE TOPSOIL WITH FERTILIZER TILLED IN. 7. MINIMIZE SOIL DISTURBANCE OVER ROOTS OF TREES TO REMAIN. 8. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. IRRIGATION S NOTE 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL LAWN AND PLANT BED AREAS. 2. LAYOUT IRRIGATION SO NO WATER IS SPRAYED ON TRUNKS OF EXISTING OAK TREES TO REMAIN. 3. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB -PRS SERIES OR APPROVED), WITH POP -UP SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. 4. LAWN AND PLANT BEDS TO BE IRRIGATED SEPARATELY. TREE PLANTING DETAIL 2x diameter of rootball tf ! OWW IM Tab AT CM YWR MWIRANM C-) C S I T E I N D E X M A r _W. Iw m %# 4ft%# p{� Origin I Subsont"kall EN G I N EERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 - 686 -8478 F. 541- 345 -5303 1 1 J U 0 CL r i 1 DATE 1211312013 DRAWN BY CHECKED jas ces PROJECT 2100 - 018 -13 FILENAME Planting Plan 12.6.2013.dwg LANDSCAPE ARCHITECTS - I - t, WALE PLANTING PLAN - NORTH 0 ARMY CORPS OF ENGINEERS WETLAND MITIGATION SITE - AREA WITHIN FENCE X CURB INLET PLANTING X X X X X SWALE PLANTING PLAN -SOUTH Table 1 NOTES GENERAL _ 9 Species Size Type Spacing Distance to Ordinary High Water (ft) Symphoricarpos alb us 2 -3' Bare Root 12 'OC >3 Physocarpus capitatus 2 -3' Bare Root V OC >1<3 Berberis (Mahonia) aquifolium 1 -3' Bare Root 12' OC 2t3 Ribes sanguineurn 1 -3` Bare Root 20' OC >5 Salix sitchensis 3/8 -3/4" Live Stake 2' OC 0 (stakes staggered along ordinary high waterline where applicable) Salix hook eriana (piperii) 318 -314" Live Stake 2' OC 0 (stakes staggered along ordinary high waterline where applicable) Table 2 AND ROOT REMOVAL. Species Size Type Spacing Distance to Ordinary High Water (ft) Comus sericea 3/8 -3/4" Live Stake 2' OC 0 -2 (stakes staggered along waterline) Spirea douglasii 2 -3' Bare Root 18' OC (in clumps of 4) 0 -2 Salix sitchensis 3/8 -3/4" Live Stake 2' OC 0 (stakes staggered along ordinary high waterline where applicable) Salix hookeriana (piperii) 3/8 -3/4" Live Stake 2' OC 0 (stakes staggered along ordinary high waterline where applicable) Ll� n G� rJ� � CURB INLET IMPROVEMENTS - SEE CIVIL. I I I I I I I I I X n c�I I t i i i i i F-1 , CURB INLET PLANT AS SHOWN IN TABLE 2. SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.696A540 Fax: 541.686.4577 www.schirmersatre.com . I EN G1 N EERS MECHANICAL. s ELECTRICAL s CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686 -8478 R 541 - 345 -5303 1 1 1 ' 1 1 LEGEND � a TREE REMOVAL, INVASIVE AND NON - NATIVE REMOVAL PLANT AS SHOWN TABLE 1. WETTED CHANNEL PLANT AS SHOWN TABLE 2. i �L r 1 DATE OF LAST REVISION: 1211312013 DRAWN BY.• CHECKED BY.• jsb/btm Ces PROJECT 2100- 018 -13 FILENAME Swale Planting Plan.dwg NOTES GENERAL _ 9 - AREAS ADJACENT TO CURB CUT INLETS ENTERING THE WETLAND MITIGATION SITE WILL BE ENHANCED WITH PLANTINGS AS SHOWN IN TABLE 2. PLANTING SHALL BE LESS THAN OR 1. THE ESTIMATED EXTENTS OF TASKS IS SHOWN ON THIS PLAN FOR GENERAL REFERENCE EQUAL TO 2 FEET FROM THE WATERS EDGE ON BOTH SIDES OF THE CHANNEL WHERE ONLY. THE EXTENT OF INVASIVE/NON-NATIVE SHRUB AND TREE REMOVAL WILL BE STORMWATER OUTFALLS. DETERMINED IN THE FIELD. TABLE 1, TABLE 2 AND THE FOLLOWING NOTES SHALL BE TIED DIRECTLY TO LAND USE APPROVAL REQUIREMENTS AND SUPERSEDE THE ESTIMATED MAP 10. NEW OUTFALLS WILL BE PLANTED AS SHOWN IN TABLE 2 BOTH ON THE OUTFALL SIDE AND FEATURES. OPPOSITE AS DEPICTED FOR CURRENT CURB -CUT INLETS. INVASIVE AND NON - NATIVE SHRUB REMOVAL 11. ANY AREAS DESCRIBED ABOVE WHICH OVERLAP WILL BE PLANTED AS SHOWN IN TABLE 1. 2. REMOVE INVASIVES FROM WITHIN FENCE LINE ( "ARMY CORPS OF ENGINEERS WETLAND 12. PROVIDE A TEMPORARY IRRIGATION SYSTEM. REMOVE AFTER TWO YEARS. PLANS WILL BE MITIGATION SITE); THIS INCLUDES NON - NATIVE SHRUBS. SUBMITTED AT TIME OF BUILDING PERMITS. 3. METHODS OF RUBUS ARMENIACUS REMOVAL SHOULD INCLUDE, AT A MINIMUM, MOWING AND ROOT REMOVAL. 4. IF AN HERBICIDE IS USED, IT SHALL BE LABELED FOR USE NEAR AQUATIC RESOURCES AND APPLIED CONSERVATIVELY USING CUT STUMP APPLICATORS. THIS APPLIES TO STUMPS OF TREES (E.G. COTTONWOODS) AS WELL. 5. PLANTS WHICH HAVE BEEN CUT SHALL BE DISPOSED OF APPROPRIATELY OFFSITE. PLANTING 6. SEE LEGEND REGARDING ESTIMATED LOCATION OF PLANTING. 7. AREAS IMPACTED BY INVASIVE AND NON - NATIVE PLANT MATERIAL (SHRUBS AND HERBACEOUS) REMOVAL WILL BE PLANTED AS SHOWN IN TABLE 1. SOIL DISTURBANCE DURING THIS TASK IS CONSIDERED AN IMPACT. 8. AREAS IMPACTED BY TREE REMOVAL (SEE TREE FELLING PERMIT DOCUMENTATION 1 SHEET TF1) SHALL BE PLANTED AS SHOWN IN TABLE 1. SOIL DISTURBANCE DURING THIS TASK IS CONSIDERED AN IMPACT. CURB INLET IMPROVEMENTS - SEE CIVIL. I I I I I I I I I X n c�I I t i i i i i F-1 , CURB INLET PLANT AS SHOWN IN TABLE 2. SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.696A540 Fax: 541.686.4577 www.schirmersatre.com . I EN G1 N EERS MECHANICAL. s ELECTRICAL s CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686 -8478 R 541 - 345 -5303 1 1 1 ' 1 1 LEGEND � a TREE REMOVAL, INVASIVE AND NON - NATIVE REMOVAL PLANT AS SHOWN TABLE 1. WETTED CHANNEL PLANT AS SHOWN TABLE 2. i �L r 1 DATE OF LAST REVISION: 1211312013 DRAWN BY.• CHECKED BY.• jsb/btm Ces PROJECT 2100- 018 -13 FILENAME Swale Planting Plan.dwg T.O. SCREEN EL. + 55' -0" T.O. TOWER EL. + 29' -6" T.O. PORTAL EL. + 29' -6" T.O. PARAPET EL. + 24' -0" T.O. GLAZING EL. + 12' -0" T T.O. DOOR EL. + 8' -0" T.O. SIDEWALK r. 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I LINE OF CANOPY ABOVE LEGEND 1 BRICK 7 CMU W/ STUCCO FINISH 13 CORRUGATED METAL PANEL 19 EIFS PANEL 25 INTERNALLY ILLUMINATED CHANNEL LETTERS 2 WOOD PANEL 8 METAL PANEL 14 COR -TEN STEEL PANEL 20 SIGNAGE BY TENANT 3 WOOD LOUVER SCREEN 9 METAL PREFABRICATED COPING 15 METAL LINTEL 21 ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING (TEMPERED WHERE REQ'D) 4 ENGINEERED LUMBER 1Q A.E.S.S. CHANNEL INSERT 16 METAL CANOPY 22 SPANDREL GLASS 5 PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W/ GLAZING 23 TRANSLUCENT GLAZING E 4i 6 STONE ON CONCRETE BASE 12 PERFORATED METAL PANEL 18 AWNING 24 A.E.S.S. TRELLIS CANOPY i; Subit►a ___ _ NO. DATE REVISION .1 c-' ; . >.r .n:; a> ti V f v' Perkins It a s i $ #� "an Architects, PC 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676 1- J'1'lll�!! ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036 -7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: l ♦ l 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS SOUTH ZONE SCALE: REFER TO DWG PAGE: 1 OF 12 A- 301.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 12/13/2013 - T.O. SIGN ,,K EL. + 55'-O" %F H - T.Q. TOWER At% ......... I .... I ...... 1-1 .................... I .............. � ............. I EL. + 45'.1 " %F - N\ A : .......................... ......... � ... I ����� ... �***** .... *�'-� 11 10 23 19 20 12 21 5 5 20 2 21 11 ' � -k -(D] & '�D] '�D] '��)] 12), IDI � 1 - & :L :I --I, I I , 0] (D] 0 V -L� -1--ji-i * : . : : : : : : : . . . : z : T.O. P ---� : - I I ... i . ob I . . : : : , gz�jz--"��Wa�- ' , 1. - . 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I //"'� PEDESTRIAN WALKWAY ELEVATIONS - SOUTH =302o0o" \,.� SCALE: 1/1 611 =11 1.0n LEGEND 0 BRICK (D CMU W/ STUCCO FINISH (D CORRUGATED METAL PANEL (D EIFS PANEL INTERNALLY ILLUMINATED (�) CHANNEL LETTERS 0 WOOD PANEL (D METAL PANEL G) COR-TEN STEEL PANEL I (D SIGNAGE BY TENANT I 0 WOOD LOUVER SCREEN 0 I METAL PREFABRICATED COPING (D METAL LINTEL 0 ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING (TEMPERED WHERE REQ'D) . (D ENGINEERED LUMBER e A.E.S.S. CHANNEL INSERT (D METAL CANOPY 0 - SPANDREL GLASS Daif-e Reto"-"aived: (�) PRECAST STONE PANEL (D � A.E.S.S. CANOPY STRUCTURE 0 METAL CANOPY W/ GLAZING 9 TRANSLUCENT GLAZING DEC 1 3 -2,013 NOT FOR CONSTRUCTION - (�) STONE ON CONCRETE BASE (D PERFORATED METAL PANEL G) AWNING I 0 A.E.S.S. TRELLIS CANOPY c-Iriginal submittal ISSUED FOR DEVELOPMEN SUBMISSION ONLY 1 12/13/2013 . � T.O. PARAPET o_ EL. + 31'4 -' T.O. PARAPET EL. + 24' -0" T.O. GLAZING_ EL. + 12' -0" T.O. SIDEWALK EL. + 0' -0° LEGEND SERVICE LOADING AREA SCALE: 1/16" =1' -0" SERVICE LOADING AREA SCALE: 1/16" = 1' -0" 0 BRICK O2 WOOD PANEL O3 WOOD LOUVER SCREEN O4 ENGINEERED LUMBER O5 PRECAST STONE PANEL O6 STONE ON CONCRETE BASE O7 CMU W/ STUCCO FINISH O8 METAL PANEL O9 METAL PREFABRICATED COPING 10 A.E.S.S. CHANNEL INSERT 11 A.E.S.S. CANOPY STRUCTURE 12 PERFORATED METAL PANEL 13 CORRUGATED METAL PANEL 14 COR -TEN STEEL PANEL 15 METAL LINTEL 16 METAL CANOPY 17 METAL CANOPY W1 GLAZING 18 AWNING 19 EIFS PANEL 20 SIGNAGE BY TENANT ALUMINUM STOREFRONT SYSTEM W/ CLEAR 21 GLAZING (TEMPERED WHERE REQ'D) 22 SPANDREL GLASS 23 TRANSLUCENT GLAZING 24 A.E.S.S. TRELLIS CANOPY 25 INTERNALLY ILLUMINATED CHANNEL LETTERS SERVICE LOADING AREA SCALE: 1/16" = 1' -0" i NO. DATE REVISION irlomin fn..v v•'ti 1 +h 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036 -7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: � l 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS SOUTH ZONE SCALE: REFER TO DWG PAGE: 3 OF 12 A- 303.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMEN SUBMISSION ONLY 12/13/2013 T.O. SIGN EL. + 56-0" T.O. PORTAL EL. + 29'-611 T.O. PARAPET EL. + 24-4- T.O. GLAZING EL. + 12'-0" T.O. SIDEWALK EL. + 0'-O"'*p NORTH ZONE ELEVATIONS - EAST (212) SCALE: 1/16" I - � 1f_0.. I T.O. PORTAL EL. + 36-0" T.O. PARAPET EL. + 24'-0" T.O. GLAZING EL. + 11' -0" T.O. SIDEWALK CL. 'r 0' -0" .0 0-1 100, 10#0 .. ........... ............ �I IN . ... ................... ... ................. TENANT TENANT NORTH ZONE ELEVATIONS - NORTH SCALE: 1/16" = 1.0 VV .. .... ........ ....... ........ ....... ,I ....... ... ...... ........ ............... ... ................... ................ ... ............. ... ................... . ................... .... ....... ........... .... . ..... ... ...... ........ ... .......... ........ ... ....... ........... ................. ... 177 LEGEND �k o"ffiliate of C) BRICK (D CMU W/ STUCCO FINISH CORRUGATED METAL PANEL INTERNALLY ILLUMINATED EIFS PANEL CHANNEL LETTERS WOOD PANEL 8 METAL PANEL 14 COR-TEN STEEL PANEL 2Q SIGNAGE BY TENANT WOOD LOUVER SCREEN METAL PREFABRICATED COPING METAL LINTEL OGLAZING ALUMINUM STOREFRONT SYSTEM W/ CLEAR (TEMPERED WHERE REQ1D) ENGINEERED LUMBER 10 A.E.S.S. CHANNEL INSERT i6 METAL CANOPY 22 SPANDREL GLASS PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W1 GLAZING 23 oa-'Le Reaaived,-* TRANSLUCENT GLAZING DEC 13,2013 STONE ON CONCRETE BASE 12 PERFORATED METAL PANEL 18 AWNING 24 A.E.S.S. TRELLIS CANOPY Submittal NO. DATE REVISION Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: G1 TEWAY.M-.ALI- 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS NORTH ZONE AND PEDESTRIAN WALKWAY SCALE: REFER TO DWG PAGEA OF 12 A=304000 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY cqz 12/13/2013 qz �k o"ffiliate of Perkins Eastman Architects, PC 115 FIFTH AVENUE NEW YORK, NY 10003 T 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: G1 TEWAY.M-.ALI- 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS NORTH ZONE AND PEDESTRIAN WALKWAY SCALE: REFER TO DWG PAGEA OF 12 A=304000 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY cqz 12/13/2013 qz EL. + 0'-0" - CINEMARK 17 PEDESTRIAN WALKWAY .... ................... L -j: L---- TENANT TENANT SERVICE LOADING AREA is I I - - \�ISCALE: 1/16" 1'.0 T.O. PARAPET 19 16 7 EL. + 33'-0" ............... . ...... ................................................. .................................. T.O. SIDEWALK EL. + 01-0" I NORTH ZONE ELEVATIONS - SOUTHWEST T.O. CANOPY ob I EL. + 16'-0"'*r B.O. CANOPY EL. +14"-0" .qFp\/irF i nAmr, APFA SIERV.G.00. T.O. CANOPY ,t\ EL. + 16"-0"'*F B.O. b EL. +14 " -0° '4F- \,� SCALE: 1 /16'I 1,.a.. LEGEND BRICK 0 CMU W/ STUCCO FINISH (D CORRUGATED METAL PANEL (D EIFS PANEL INTERNALLY ILLUMINATED �i) CHANNEL LETTERS WOOD PANEL 8 METAL PANEL 14 COR-TEN STEEL PANEL 20 SIGNAGE BY TENANT WOOD LOUVER SCREEN METAL PREFABRICATED COPING METAL LINTEL ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING (TEMPERED WHERE REQ'D) ENGINEERED LUMBER 10 A.E.S.S. CHANNEL INSERT 16 METAL CANOPY 22 SPANDREL GLASS Oate Received: (D PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W/ GLAZING 23 TRANSLUCENT GLAZING DEC I 1200 STONE ON CONCRETE BASE 12 PERFORATED METAL PANEL 18 AWNING 24 A.E.S.S. TRELLIS CANOPY 0,,iginal Submittal NO. DATE REVISION x ft c ffill"i ate of e kins Eastman Architects, PC r 115 FIFTH AVENUE NEW YORK, NY 10003 T 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS NORTH ZONE SCALE: REFER TO DWG PAGE: 5 OF 12 A- 305.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 12/13/2013 (0 TENANT KOHL'S (EXIST.) 70: 1 iqi I liq i i III I'll � SCALE: 1/16 III — 11,011 KOHL'S (EXIST.) TENANT /Mm\ Le 8-1 A -KOHL'S EXPANSION ELEVATIONS - WEST )SCALE: 1/16" = 1' -0" CL. 'r V-V KOHL'S EXPANSION ELEVATIONS - SOUTHEAST SCALE: 1116" = 1'.011 IM TENANT TENANT TENANT KOHL'S EXPANSION ELEVATIONS - SOUTH SCALE: 1/16" = 1.0 if TENANT SERVICE LOADING AREA 16 20 20 21 12 12 . PARAPET RTF"77-77 II EL. + 29141 T.O. CANOPY EL. + 151-611 T.O. WALL AN EL. +14"-0" -1 .... ....... IJ ..... . .... .. ................... ............. . ..... ......... ...... .......... ........ ... ........ ....... CL. 'r U -V NEW MALL D-'TRANCE SEARS (EXIST.) SERVICE LOADING AREA T.O. GLAZING EL. + 11'-6-- T.O. SIDEWALK EL. + 0'-0" TENANT NO. DATE REVISION Cloiliate of rkins Eastman Architects, PC 115 FIFTH AVENUE NEW YORK, NY 10003 T 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS KOHL'S ZONE AND EXPANSION SCALE: REFER TO DWG PAGE: 6 OF 12 A- 306.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT — SUBMISSION ONLY 12/13/2013 0 S 5 KOHL'S "1/16" ? �1 ELEVATIONS -EAST KOHL'S ZONE ELEVATIONS - NORTH SCALE: 0 SCALE: 1/1611 1' -0" LEGEND BRICK (D CMU W/ STUCCO FINISH CORRUGATED METAL PANEL EIFS PANEL INTERNALLY ILLUMINATED CHANNEL LETTERS WOOD PANEL 8 METAL PANEL 14 COR-TEN STEEL PANEL 2Q SIGNAGE BY TENANT WOOD LOUVER SCREEN 9 METAL PREFABRICATED COPING 15 METAL LINTEL 21 ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING (TEMPERED WHERE REQ'D) ENGINEERED LUMBER 10 A.E.S.S. CHANNEL INSERT 16 METAL CANOPY 22 SPANDREL GLASS PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W/ GLAZING 23 Date Received., TRANSLUCENT GLAZING STONE ON CONCRETE BASE 12 PERFORATED METAL PANEL 18 AWNING 24 DEC 13 2013 A.E.S.S. TRELLIS CANOPY 6041 S NO. DATE REVISION Cloiliate of rkins Eastman Architects, PC 115 FIFTH AVENUE NEW YORK, NY 10003 T 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS KOHL'S ZONE AND EXPANSION SCALE: REFER TO DWG PAGE: 6 OF 12 A- 306.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT — SUBMISSION ONLY 12/13/2013 tL.'t U--U-- CINEMARK 17 (EXISTING) I NEW MALL ENTRANCE I HOMETOWN BUFFET (EXISTING) EkTING MALL ENTRANCE (TO IQ &"J�1'1' : I'll : : : : . .1 ...... I ..... - ... ............ ....11- ; : . � . : � � : : : I . I I : . : ; : I � : : � : . - . I . 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TRELLIS CANOPY Original Submittal------------. I I I NO. DATE REVISION Owner: ROUSE PROPERTIES 11 14 AVENUE OF THE AMERICAS, SUITE 2800 NEWYORK, NY 10036-7703 212.608.5108 Civil / Site: � BAI ZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 1 - DOB NO.: � I DRAWING TITLE: BUILDING ELEVATIONS M A HOMETOWN BUFFET ZONE SCALE: REFER TO DWG PAGE: 7 OF 12 A=307mOO NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 45 1 12/13/2013 CL. 'r U-U TENANT TENANT TENANT TENANT TENANT TENANT TENANT I A A /a 9 21 10 T.Q. TOWER ......... .... . .11 .... EL. + 361-011 T.O. GLAZING ..... EL. + 311-111 T.O. GLAZING ob I EL. + 14'-6" "F EL. + TENANT MULTI-TENANT BUILDING 1 - EAST MULTI- TENANT 1' -0" BUILDING 1 -NORTH SCALE: 1/16"' =1' -0" (DSCALE: 1116 L 1 TENANT TENANT TENANT TENANT TENANT TENANT TENANT MULTI-TENANT BUILDING 1 -WEST I I L___ A="&----J I M-1 TENANT r --- MULTI-TENANT BUILDING 1 - SOUTH SCALE: 1116" =1' -0" SCALE: 1/16 °' —1 1,011 LEGEND BRICK 7 CMU W/ STUCCO FINISH 13 CORRUGATED METAL PANEL 19 EIFS PANEL 25 INTERNALLY ILLUMINATED CHANNEL LETTERS WOOD PANEL 8 METAL PANEL 14 COR-TEN STEEL PANEL 20 SIGNAGE BY TENANT WOOD LOUVER SCREEN 9 METAL PREFABRICATED COPING 15 METAL LINTEL 21 ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING (TEMPERED WHERE REQ'D) ENGINEERED LUMBER 10 A.E.S.S. CHANNEL INSERT 16 METAL CANOPY 22 SPANDREL GLASS Date Received: PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W/ GLAZING 23 TRANSLUCENT GLAZING DEC 13,2013 STONE ON CONCRETE BASE PERFORATED METAL PANEL AWNING A.E.S.S. TRELLIS CANOPY Original Submittal......-M. NO. DATE REVISION a ff i I i a e o f Perkins Eastman Architects, PC 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS MULTI TENANT PAD BUILDING 1 SCALE: REFER TO DWG PAGE: 8 OF 12 A- 308.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 41 0�, 12/13/2013 I CL. T V -V TENANT TENANT TENANT &=' I= z9& MULTI-TENANT BUILDI--N-G 2 - EAST SCALE: 1/1691 19,011 g CL. 'r U-V TENANT TENANT TENANT "k AQ& MULTI- TENANT BUILDING 2 - WEST SCALE: 1 �O CL. 'r U -V TENANT MULTI-TENANT BUILDING 2 - NORTH SCALE: 1/16" = 1'.019 TENANT FRI L MULTI- TENANT TBUILDING �2 -S 4 UT � H SCALE: 1/16I 0 T.O. CANOPY EL. + 11 11.011 kNOPY / T.O. WALL ob EL. +1011.011 %F LEGEND '-I off flialte of 10 BRICK (D CMU W/ STUCCO FINISH CORRUGATED METAL PANEL G) EIFS PANEL INTERNALLY ILLUMINATED ��) CHANNEL LETTERS 02 WOOD PANEL OS METAL PANEL 14 COR-TEN STEEL PANEL 20 SIGNAGE BY TENANT 03 WOOD LOUVER SCREEN (D METAL PREFABRICATED COPING METAL LINTEL OGLAZING ALUMINUM STOREFRONT SYSTEM W/ CLEAR (TEMPERED WHERE REQ'D) 04 ENGINEERED LUMBER 10 A.E.S.S. CHANNEL INSERT 16 METAL CANOPY 22 SPANDREL GLASS Date Received.' 05 PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W/ GLAZING 23 TRANSLUCENT GLAZING DEC 13 2013 06 STONE ON CONCRETE BASE 12 PERFORATED METAL PANEL 18 AWNING 24 A.E.S.S. TRELLIS CANOPY 1 not Submittal NO. DATE REVISION Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS MULTI TENANT PAD BUILDING 2 SCALE: REFER TO DWG PAGE: 9 OF 12 A- 309.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 12/1312013 (/-/7 '-I off flialte of erkins Eastman Architects, PC _y 115 FIFTH AVENUE NEW YORK, NY 10003 T 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: BUILDING ELEVATIONS MULTI TENANT PAD BUILDING 2 SCALE: REFER TO DWG PAGE: 9 OF 12 A- 309.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 12/1312013 (/-/7 10 10 T.O. PARAPET T.O. PARAPET T.O. PARAPET EL. + 241-0" EL. + 241-011 EL. + 241-01�$ A - - -------- ------------------ T.O. CANOPY T.O. CANOPY, EL. + 11 11-011 EL. + 11 "-0' T.O. GLAZING T.O. GLAZING EL. + 12'-0" T.O. WALL B.O. CANOPY T.O. WALL R. + 191-011 F-1 +1011-011 EL. +10'-0 T.O. DOOR ........ . ............ .. T.O. GATES ob EL. + 81-011 J ---- ------- y I=L.t O-V 11 ............... ......... EL. +8 T.O. SI)EWALK I T.O. SIDEWAL op "Pow MEN&— T. D. SIDEWALK o6ommmm - 1 z z" EL. + 01-0" EL. + 01-011 "r EL. + 0'-o" �g M., 0" .... ....... x x g1g..'110 ------- --------------- '11-gk I M, "-.� - .............. �g xl� % X\ oog, ME& �o- a .g IN 01* x 1. ..... X; M x .................... .............. a "I M �0 R, ------------ ...... "I . .......... ...... 11 11 ......... ............ I . ... .. ........ NO. DATE REVISION T H .......... AD E ON EAST �A �D E �V I OT I O�N �-N�0 �RT�H &RAD E V '0 �N- W ES T SC L J/ I OT SC I KEY PLAN C L I/ (DTs A E. 16 A L E.�l �6 A E. 16 "ate of -n offill 1U.11 Perkins Eastman Architects, PC 115 FIFTH AVENUE NEW YORX, NY 10003 7 121 9 10 8 9 21 10 8 1 1 T 212.353.7200 F. 212.353.7676 T.O. PARAPET T.O. PARAPET EL. + 24'-0" EL. + 241.01# wner: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROUSE PROPERTIES T.O. GLAZING T.O. GLAZING 1114 AVENUE OF THE AMERICAS, SUITE 2800 EL. + 12'-0" EL. + 121 NEW YORK, NY 10036-7703 T.O. DOOR ...... .. . .. .... . ... ........... T.O. DOOR ..... ..... 212.608.5108 ::a ... ......... ....... . EL. + 81-011 EL. + 8--0" T.O. SIDEWALK �N=I wdllqo��� T.O. SIDEWALK ... ... ....... ..... Civil Site: EL. + 0'-0" EL. + U-10" BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE gg-w 111101 �ggx,'g �g . ............ No X MON.,., 10-1-1.1.11 ........... IN 0 01 ... EUGENE, OR 97401 M. 541.686.8478 .0. Eiill Xz .... 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SIDEWALK ............ ob PROJECT NO.: 48800.00 EL. + 0'-0" EL + 0,-oll "T DOB NO.. 01 N a 00, ;g �,>.g 'g K. % 'o 1K K..§ 'g, gg, 111 DRAWING TITLE: -0 -1 ............... BUILDING ELEVATIONS NEW PAD 3 & NEW PAD 4 SCALE: REFER TO DWG PAGE.1 0 OF 12 =3 omoo (AD DTs E' V TIO.N- WEST (DTAD E' V 'O.N-SOU.TH A E. 16 C L 11 1 0 A E. 16 1 OT SC L it LEGEND BRICK (D CMU W/ STUCCO FINISH CORRUGATED METAL PANEL G) EIFS PANEL INTERNALLY ILLUMINATED (D CHANNEL LETTERS WOOD PANEL METAL PANEL COR-TEN STEEL PANEL SIGNAGE BY TENANT WOOD LOUVER SCREEN METAL PREFABRICATED COPING METAL LINTEL OGLAZING ALUMINUM STOREFRONT SYSTEM W/ CLEAR (TEMPERED WHERE REQfD) ENGINEERED LUMBER A.E.S.S. CHANNEL INSERT METAL CANOPY SPANDREL GLASS Roaaived: PRECAST STONE PANEL A.E.S.S. CANOPY STRUCTURE METAL CANOPY W1 GLAZING TRANSLUCENT GLAZING DEC 13 W3 NOT FOR CONSTRUCTION - STONE ON CONCRETE BASE PERFORATED METAL PANEL AWNING A.E.S.S. TRELLIS CANOPY Original Submittal ------------ ISSUED FOR DEVELOPMENT SUBMISSION ONLY 12/13/2013 I O CV L0 =!d- 0 a7 M!d' 0 N • 1 1 V410 luml t E 4 INTERNALLY ILLUMINATED, —CHANNEL LETTERS, INTER WARM COL i —ONE COLOR VINYL PUSH-THROUGH COPY PAINTED METAL PANEL, 80 S.F. PER SIGN —PAINTED METAL .11 —PAINTED FRAMING :i PAINTED METAL PANEL GRAZED MIGHT 2' -9-' f PAINTED METAL CHANNEL C251- 51 COLUMN WRAP M s 51-1111 4 CONCRETE PLANTER CURB ki, f 4"') &A All 24, -011 rL COLUMNS 1 -5 DOUBLE SIDED PYLON ELEVATIONS ') SCALE: 3/16" = 1' -0" MONUMENT' SIGN Q4 PYLON KEY PLAN NTS PYLON a�eeaa �rwu�ae, w moue i+iot a ocoea v K meftOe� •1�Ie[ �RS1 -6 s e t m u a t� m3m IoI%0I111WIVII —!1% i ]i■w -�� SIGN a MWOW SME 0 50' 1W 2W 4W =T-10 �IcV M t- gn i nlr� 27' -011 221-1114 11 W Q I fAl CHANNEL LETTERS, INTERNALLY ILLUMINATED, WARM COLOR ONE COLOR VINYL PUSH - THROUGH COPY PAINTED METAL PANEL, 53 S.F. PER SIGN PAINTED METAL TRIM PAINTED METAL CHANNEL FRAMING SIGN BOX GRAZED MIGHT PAINTED METAL CHANNEL COLUMN WRAP 21' -111 COLUMNS LARGE PYLON ELEVATIONS - GATEWAY STREET ENTRANCE SCALE: 3/16" = " 1' -0 ONE COLOR VINYL PUSH - THROUGH COPY PAINTED METAL PANEL, 17 S.F. PER SIGN V1111111 1 011 111 11 FarTINW11 ■ , mom PAINTED METAL PAI GRAZED MIGHT CONCRETE PLANTEI • • .' SCALE: 3/16" = 1' -0" 9#-211 21-611 .. ENTRY MONUMENTS - ELEVATIONS SCALE: 3/16" =1' -0" NO. DATE REVISION NOW :!.+Y'ki +r .x < .,.. rl+. ,v.3.. ' 1114 t . ' .:N Perkins Eastman Architects, , P C 115 FIFTH AVENUE NEW YORK, NY 10003 1 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036 -7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: PYLON ELEVATIONS AND LOCATION MAP SCALE: REFER TO DWG PAGES OF 12 A- 321.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY rq4zaq 12J13/2013 0 CN 81-1111 t E 4 INTERNALLY ILLUMINATED, —CHANNEL LETTERS, INTER WARM COL i —ONE COLOR VINYL PUSH-THROUGH COPY PAINTED METAL PANEL, 80 S.F. PER SIGN —PAINTED METAL .11 —PAINTED FRAMING :i PAINTED METAL PANEL GRAZED MIGHT 2' -9-' f PAINTED METAL CHANNEL C251- 51 COLUMN WRAP M s 51-1111 4 CONCRETE PLANTER CURB ki, f 4"') &A All 24, -011 rL COLUMNS 1 -5 DOUBLE SIDED PYLON ELEVATIONS ') SCALE: 3/16" = 1' -0" MONUMENT' SIGN Q4 PYLON KEY PLAN NTS PYLON a�eeaa �rwu�ae, w moue i+iot a ocoea v K meftOe� •1�Ie[ �RS1 -6 s e t m u a t� m3m IoI%0I111WIVII —!1% i ]i■w -�� SIGN a MWOW SME 0 50' 1W 2W 4W =T-10 �IcV M t- gn i nlr� 27' -011 221-1114 11 W Q I fAl CHANNEL LETTERS, INTERNALLY ILLUMINATED, WARM COLOR ONE COLOR VINYL PUSH - THROUGH COPY PAINTED METAL PANEL, 53 S.F. PER SIGN PAINTED METAL TRIM PAINTED METAL CHANNEL FRAMING SIGN BOX GRAZED MIGHT PAINTED METAL CHANNEL COLUMN WRAP 21' -111 COLUMNS LARGE PYLON ELEVATIONS - GATEWAY STREET ENTRANCE SCALE: 3/16" = " 1' -0 ONE COLOR VINYL PUSH - THROUGH COPY PAINTED METAL PANEL, 17 S.F. PER SIGN V1111111 1 011 111 11 FarTINW11 ■ , mom PAINTED METAL PAI GRAZED MIGHT CONCRETE PLANTEI • • .' SCALE: 3/16" = 1' -0" 9#-211 21-611 .. ENTRY MONUMENTS - ELEVATIONS SCALE: 3/16" =1' -0" NO. DATE REVISION NOW :!.+Y'ki +r .x < .,.. rl+. ,v.3.. ' 1114 t . ' .:N Perkins Eastman Architects, , P C 115 FIFTH AVENUE NEW YORK, NY 10003 1 212.353.7200 F. 212.353.7676 Owner: ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036 -7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO.: DRAWING TITLE: PYLON ELEVATIONS AND LOCATION MAP SCALE: REFER TO DWG PAGES OF 12 A- 321.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY rq4zaq 12J13/2013 TYP. SECTION AT JR. TENANT ENTRY SCALE: 3/16" = 1'.0 V1 w TYP. SECTION AT TENANT CORNER TOWER T.0 I. ....... .. SCALE: 3/16" = I'-Off TYP. SECTION AT BRICK WALJ TYP. SECTION AT JR. TENANT \.,1 SCALE: 3/1691 = 11,011 TYP. SECTION AT TENANT ENTRY SCALE: 3/16'1 — 1#'011 I SCALE: 3/16 III 1' -0" SCALE: 3/16 if = I 9-0 19 LEGEND 0 BRICK 0 CMU W/ STUCCO FINISH (D CORRUGATED METAL PANEL (D EIFS PANEL INTERNALLY ILLUMINATED �D CHANNEL LETTERS WOOD PANEL METAL PANEL 14 COR-TEN STEEL PANEL 20 SIGNAGE BY TENANT WOOD LOUVER SCREEN 9 METAL PREFABRICATED COPING 15 METAL LINTEL 21 ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING (TEMPERED WHERE REQ'D) ENGINEERED LUMBER 10 A.E.S.S. CHANNEL INSERT ifi METAL CANOPY 22 SPANDREL GLASS Dail Reorakived". (D PRECAST STONE PANEL 11 A.E.S.S. CANOPY STRUCTURE 17 METAL CANOPY W/ GLAZING 23 TRANSLUCENT GLAZING DEC 13 2013 STONE ON CONCRETE BASE 12 PERFORATED METAL PANEL AWNING 24 A.E.S.S. TRELLIS CANOPY ariginai Submittal NO. DATE REVISION �i emns L-astman Architects, PC 115 FIFTH AVENUE NEW YORK, NY 10003 T 212.353.7200 F. 212.353.7676 ROUSE PROPERTIES 1114 AVENUE OF THE AMERICAS, SUITE 2800 NEW YORK, NY 10036-7703 212.608.5108 Civil / Site: BALZHISER & HUBBARD ENGINEERS, INC. 100 W 13TH AVENUE EUGENE, OR 97401 541.686.8478 PROJECT TITLE: GATEWAY MALL 3000 GATEWAY STREET SPRINGFIELD, OREGON 97477 PROJECT NO.: 48800.00 DOB NO..-- DRAWING TITLE: TYPICAL WALL SECTIONS SCALE: REFER TO DWG PAGE: 12 OF 12 A- 401.00 NOT FOR CONSTRUCTION - ISSUED FOR DEVELOPMENT SUBMISSION ONLY 12/13/2013