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Plan, Tentative APPLICANT 11/25/2013
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Su,N ~ - ' _ ` •~ ReCe do No, 38851 Lone Co eption No. ;` 39 )0' Utility Easement _ _ _ 1605,5' x F ~~ un ty, Oregon peed Records `V 10 -30 -1996 1 73241 () w _fj & 6 -18 -1996 140795 x x 30' Storm Drain Easement f7oodwoy Eosement x x - ` ` SIGN _ .� ` ` - - -- I ' 2 -- ---•- .- ....... - 21--1962 • - x -- ,., ` - 14 Storm Sewer Eosement ---y-- �,,, -. •.. x x ' 9- 24 -f976 0098 _ - - ... � ' '-- X •_____ 60269 & 60270 & 5 -21 -1962 � ' - .�.."- x - - ,.. 3-8-1990.v490 x _ 11195 �i •2 145 Utility Eosement � --- �T4248 ' ' _"_"` - - _ `'"~ -•-• - _ X ;- o LR 1055 -07062 '�� -- :: " • . X " " - - _ _ 3' Electrical Easement x SICK - - 9 -28 -1989 X43900 �ci I, -`' •,_,_.,_ � �i -- ____ '-- --r--• ....:_.._.,,....,. • -. _ x X -- - _ _ _ _ .,,. � = tray' G � b LoadmgDock ki X - ...... �N 4 134 E 2647.83' _ • 10' E ectriico! 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Eosement 9 jf50099 i ( W J �� �q q ' , I • W ` c o • .c("p � ' `; ` 4 •=' + ' l . -= -' ..' , b 1/5`!5 ' te < r` ly� "i, • , ` Canc. b Q t- ' ;�51- o �, � - , - - :--;'� , '' „ b �a S 2 emen t t er /23 - `�. e - $ - - -� -• b - _ ' ' {.-7/yyrJ� ''- '• ' `` `' �i ,` ` ` -J a i - - -,'- ' ' - ' ` ``•`a ; ' l C ` ` ` . $ - - _ _ - ( "-- • '^1 •" - •t P. ,- '_ �N : `' `� ``�a , � > ' j . $ - - b GN , , + j , ;+ , ` ; r t s ,, ' + ' ' i , ' ; ; ' ` 1 " ` r , ` ..` • - - ,_ 4 _ ._ ` ' - N 1. ` Neigborhood *� Ya _ ` ; -<;- < , _ . , • SIGN 1; G � /Ly 7� ,:/ /•5j�` . �+� c�q (^ r ► .o f Market $ 26' \38983 ft ` $ _A2- -9 ` f - 3 08 A - ` °AG YN% w S h f � y •2 1 q zs' ,- e/ b \ - ` _ ` - i i A 4 Parcel )(fee) Recorded 41612007 -, 'C} :Y b. b N q `2Q 5' - ' .q . -' - - i ; ;` `, r-_• ,; ; ; '; x- Recpt. No -2007- 022874 Lane County Deeds and Records 2 (LjL it '->�q 0 - Target "W $ \, ; `, TaX t -. 2 , �n S •� 146, y A -� - `a "�Y �T ' - ` , 1_ o f Og 4• sue' W ^ ® 30• f0' Uti /it £ ©sei» $ $ �re'p�• S r��°S �•+. Q �j ' ��� Qj "� 1B5' 30,8 erlt.pll -jam 2D01 1 -O „� p r1` V�r` 17- -03 -22 A \ 48 -- 76 o Cinemark p 1 O�.r�o o� -. •�` Tax Lot 2307 ° ' 59' ♦54- -_�, _ _ �9 uq, ® pa.J't`on Hudso♦ o \AW 23' N. 194• \ \`° 96• Conc. __ cA,y a Parcel 2 & 3- Easements) wriab /e width for tlo, R 1 _ n Corporation .q q n 6_ Vf I � � 12 , yYater/ine Ea � " - - �' r- o � bicyc% /pedestrian facility maintenance ,a- Q ° 620 11882 q ;p 4T me - °" 4 -06 -2007 Recpt. N0.2007- 022874 nt ® �•- �� �\ \ 2 23 1990 , p8�86 73 \ �''o_ _ x Lone County Deeds and Records 72 ffl - -- • = =- Gotewa Loop a ; 1 185' 179.3 ` -- (Public) 60' /W • Co c. , 142' \ Q a 72' �.•..a AC.�• $ - $ �� w (S8520'00"E 35.78) p 44r - -- 8 b ~ c ' I _ �576255rW 73.46 i . Gat_ e iA,, a y I Alall A £ `' - '.f fi```t -.� - -- Imo•, ` PARK/NG � ``� , `. - '.� . - .� ``a �'' # :'� `,� ` , � •sear$ 72• $� $ - -- N I i- i ``t `oo w r'_ ``� L p Sporting AG ° ; b ��W �� will a ' s o o Good $ $ A 24' 13008 s9 ft. 5 - gip ) b Ca 1s 5n ��8' h �' , `l , `x � '' `` , . `` '' a' , I•,h �' • I • ° Easerrlent 2-2,T-1990 \ o �� , Movies 12 • , � $ - `` 'ter'' `�' ``. -y -'- ��`'ti .�'' \ ;� C>O �� �`. � , • " 298' V G� •�s Main entrance • ui (� `e ` ., `,�� ' Carta ~� �� 9%' S` CH= S7379'13 "W I a�� ,� Sy . <` , - ' . - -� • AG 14 , AC 296.53' Gv r y \ 2' 02.6' - L= 296.67' y- 1 •. - ' r �- o; ,+l�� -- ' R= 2819.79 ,- . `, ' y_, �``'`` » -; - `j ``` AC. -�' - -� - f -' .; `` $ b ' ' ' + ; ; �'� $ r 1 \j {� ..i`+ � . y� `i `�?AJ�i %bG'rJ - - -(V "r. `i. - � �} $ jJ� ' ' i `�• -•�..� r!/' [ -r � r�Gj'1��� A -•� 4 b ""�'_ `;' ° , op lap .- � •r1 t 2 � -' `: r �' 1 .. .'' �.- q -- , - -. .� ``.• -_ - -r _.... •dam r�S `,� f �j1/� �r� �..�f• `� ,,,.,�,�,,;i�•' • r � `'r� m r - ``< L- It r``` Qti ��„� `a „ r - `� `� • - �..- $ O+� '.� , , - y..- v ,r �, ` „� - �, -; }_ -' i .f , - .� - :�iO y.- V- 4 ' , , . _ '' -r1w7 '+ `t - t v `� +, J�l�' '�- 1•.` ' ` L'' -f .�` '„b"~ �:} �%'� 2 .9' e„y" .. c% - "' C;f ��tt, •� W r ` - w.• > -�' ``r -;' f �..L `+ `a jii /• ~ -.+�. '` .f �:f $ `1 , -,, n gpei . 1j::: 20' Ut/lit .Y Easement ,� O � m R ' • - J' r - - .r' '�. - c AC. �rn'1',LMT ani R 1055 -07062 ``< - r\ x ``. a .1 ` ` -' `�.` - 'PARK -`, _ ` ` ,. ',, .. ` • b ` ♦ `Y AG '' �1 r' �h �\ ' lj -' ,� -, t''' Ai,' 'r..- `rte`` ` 1. -' i �`` - ,Y 1 ' -- /r�^^ ♦ " W 125.899 -i '- r. ` y ~ -- ` PARR, GV vl (NaoV4 ao P. RK/NG - CD r-- 1 -r 1 i t a 4 �I it , -r -- rte` - , - • ,..- ,`�` _r• +` q �� • ,�, - �i.'' - -i. ` `�.`; ' .-f -- "�•)�! SW Corner WA-4 Stevens yawn o •� •� v Conc � ` - l�' },',' •.- -fir = ;} $ . ;y L;' $ ,, ^:;fir,` DLiI #46 -�! �' �.+�� `� "r/ ``• $ -�� `i. `q - -'� - `tt. _ - -e.' t,l `,i `.` fi '' -- - -- �` T.17S. R. 3W., WM. n �. �` -�r- - At �- -; a 1 •� ' \� h (SO4 2129 E 65,26) �'� .,� �, `� / `� ; - -, �fj� ��jj V ~ CB ' ``1 � wP`-� •••• ' `. j `` an NOW ""Ito ni Lawn �` �"" ,G? AC• yam. rt �j W �, \ : - -� h ` - ' -� ' -' !' \���r y �',�, . -r,- - ",; •- a w ' �, ' OLOwn . "r..� = -�'- 1 b • • Sign CB S �.7 j'•'/ •[ y, r �.....•.�1�'' ± b' (� ^ $ - - f. -/ $" , .:p, • • a_ J 1 J 0, mm-N amp • PARKING _ - _ .- a> 4 f^; ,,,� `•. �' Yj +q , �' P N 4 G PLAN SCALE i.oW1t �n , , SOUth - _ ; ; _ _, PARKING U w • INS POR110H OF THE on , 0 100' 200' n ,l ` v p� ---�• --- ----�_ q MEM4 HAS BEEN RE- DEVELOPED .... ®"'�` -- Bank j cH= so2.4s2)�i;222 48' - �--- - ____. - so45�'S� "W a ----_ 840.07 40 ° �w_ SINCE SURVEY WAS .' 11661, +� J_____.� -- 1�s8sq rt. 1 R= 2904.93 533 Gate l"(7 "'- -- - - -- - - -- SCALE: 1 - 100 = , " . �'1'�y Strut _ r PREFORMED REPLACING " 7 Utility Easement cH= S117204 W 19.54 (Public)R�y Marie -- -•--__ t CH= S09 46 48 E 248.05 � )0' Electrical Easement "HOLLYWOOD 9 26 -1997 j97 55399 R= 53.0 " HOLLYWOOD VIDEO WITH R= 2904 93' " L= 19 66' "BUFFALO L= 248.12 S39 45 43 E 46.13 4� 6 -4 -2002 ,2002- 042936 S2739 44 E 46.37 BUFFALO WILD WINGS - Exception to Deed to City of Springfie /d CH= S)031'53 "W 49.75' Recorded October 9 2008 Reception No " " •s � 2 Cam%► ��'� 11 -3 -1959 02428 1,5 6' Utility Easement C 6' Utility Easement 10 -30 -1959 02151 14 -C 10' £lectrica/ Easement 9 -28 -1989 #943900 CH= 5555'15 "W 20.14' R= 53.0' L= 20.27' "W 145 74 ' " RESTAURANT s05.4311 E 87.27 CH= 5023123 £ 179.44 R= 127.0 2008- 056324, Official Records of Lane County, CH= S153515 W 48.27 NOTES R= 2917.93' L= 50.07' Oregon. �',� 10' Utility Easement S26'5423 "W 32.12' R= 127.0' L= 179.46 FLOODPLAIN INFORMATION_ Trafc Signal Easement 10-30 -1996 #73241 Traffic Signal Easement L= 48.56' FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) No. @3-8-1990 11195 S1730'11 "W 3).92' t @ & 6 -18 -1996 #40795 3 -8 -1990 11195 41039C1133F LISTS 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. Sheet Legend: Building Heights SOILS INFORMATION (Letter on building corresponds (� Record Doto -Deed 81840, Reception THE NATIONAL RESOURCES CONSERVATION SERVICE (MRCS) SOIL SURVEY CLASSIFIES THE No. 93 22454 Lane County, Oregon to height of building locotion) ON -SITE SOILS AS COURTNEY GRAVELLY SILTY CLAY LOAM, MALABON SILTY CLAY LOAM, Deed Records. Sears -25.5' MALABON- URBAN LAND COMPLEX, SALEM GRAVELLY SILT LOAM, AND SALEM -URBAN LAND Fence Ma // orea -24' COMPLEX. DEPTH TO GROUNDWATER IS ESTIMATED TO BE GREATER THAN 80- INCHES. Eosement Cobe /las -27 5' - - Centerline Target -22' TIME OF TRAVEL ZONES Conc, Concrete Movies 12 -315' THE DEVELOPMENT AREA IS LOCATED WITHIN THE 10 -YEAR TO 20 -YEAR, AND 20 YEAR TO Ac Asphaltic Concrete Cor /s Jr - -15 , Planting Strip /S Concrete Curb Applebees -17 99 -YEAR TOTZS, AS SHOWN IN THE PLAN. Q p Hollywood video -15.5' Trees or Shrubs l -21 WATER QUALITY UNITED WATERCOURSES � Power Line Tower Roodhouse Gril Goods -23.5' Big 5 Sporting A WATER QUALITY LIMITED WATERCOURSE (WQLWC) IS LOCATED ALONG THE WESTERN EDGE OF -o- Power or Telephone Pole South Umpquo Bonk -23' THE PROPERTY. THE WQLWC IS NOT AFFECTED BY THE PROPOSED DEVELOPMENT. HOWEVER, p Circuit Crty--25 THE APPLICANT IS PROPOSING ENHANCEMENTS TO THE WQLWC AS A SEPARATE BUT � Sign Cinemark -42' CONCURRENT PROJECT. WETLANDS ARE PRESENT WITHIN THE WQLWC, BUT HAVE NOT YET BEEN Light Post Kohls -43' DELINEATED AS PART OF THIS PROJECT. & Handicapped Parking Space EASEMENTS 0 Monument Either Found or Set REFER TO THE PRELIMINARY TITLE REPORT FOR ADDITIONAL DESCRIPTION OF EASEMENTS. (See: Survey for Generol Growth Management, Inc. Dated January, 1996 0 0 Lane County, Oregon Surveyor s Office EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON FROM SURVEY PREPARED BY SWANSON .. 20 -YR m = 20- YEAR TIME OF TRA VEL ZONE (TO TZ) LAND SURVEYING, TITLED "ALTA /ACSM LAND TITLE SURVEY, DATED 10/2011. 99 -YR m = 99- YEAR TIME OF TRA VEL ZONE TOTZ APPROXIMA TE LIMITS OF PROJECT WORK ENGINEERS MECHANICAL ELECTRICAL • CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 -345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 IMM Uj Uj LU r Lu umi a Uj 0 >= Ljj Uj Z) Fm 0 .- i. a 1 • • 1 r� PROJECT DESIGNER 2100-024-13 FILENAME • PR,E-SUBM17RL R Y NOV 254 2013 2*0 2 • S SO4 5757 W 85.15 504 5757 " ENGINEERS MECHANICAL ELECTRICAL • CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 -345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 IMM Uj Uj LU r Lu umi a Uj 0 >= Ljj Uj Z) Fm 0 .- i. a 1 • • 1 r� PROJECT DESIGNER 2100-024-13 FILENAME • PR,E-SUBM17RL R Y NOV 254 2013 2*0 2 i. a 1 • • 1 r� PROJECT DESIGNER 2100-024-13 FILENAME • PR,E-SUBM17RL R Y NOV 254 2013 2*0 2 j - 11-1 (p I I I ...... lllo'),Il ......... ..... 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ED / \ 'i;--- Zd 2 !Q - , 1� e- - co . - ) \ M - \ / I 2 .." - 6a a 'I'll , XRE!!q lllliiii ._-� Ill: I , , , , , \ - l - --, , - . - - _" I 1`1 - � . - . / __ _-...." 1-1 - i 1 - I I - - I,- - I/ / / I-\ . _t ' 7'c�3 � - - j I I --- .".-I = \ \\ _-,/// � ==�l= \ (D- "', X '..' " I- , i- f - 1 M:f I '_� __-� \ '_�. 11 I __ � =) ail / I __1 .I-- / -" \ u / .1 It It I ___ _ '__� '_�' � 2 Lu / � __.. 11. '_.�. \ 15 2 / SO4 057 57 W S00- '�.. co � I - // I I / __� I 1 1 _N I ) / I I / I &=ja vtll� I )� I I I I - �.W' 7� w : I- ' /1` / ll I I 11 , I , I JIll __ a e w __1 re e (Pub lic 1 248 __ __ .0-1 - 22.*'f 0 �_ -_ - - '.I, �_ _-.1 �_ 50 2-- 46-'21 __11 .,&- . - - . Imo. �� SHEET Nv`TES. 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 I I ' - .'�', I 41 o t t- kj k, j � M , - 1w a , _ 3 ', 1. ^1 , I ' " - .' 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 1 11-15-13 1 DATE 11/15/13 1 - DESIGNER GTL/DWL PROJECT m 2100-024-13 FILENAME C2.1-SAEC.dwg - SHEET NO I i � - ► -m p / \ cn cn lo- \ �' -"" -' `o tit-• —,� / / /' \\ , O • it — \ 1 , \ \ CD to /) I W �� r;,, "I c2l It a ww `..,, wwa�.. wwaa i / -o a / \ \ ® ° \ \ `\ ° 1 y low C3 MT cn Lu \(b 2 cl) Q cn _ oe ?• -- it + uj wi /01 "00, 11000, ell C:! lom COT ;-L— Com m cb AL �a 0 0 1 0. , r. ) n 12 r -- �. y y f I co b-if r- cli-- Lu cn varie s 46.57 J 1 •. ti SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS Q4.0 Q4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. ■ %&= ■ osai-%§ NOT TO SCALE NOV 2, a 2 0 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541- 345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100 - 024-13 FILENAME C2.1_SAEC.dwg SHEET NO =4 ago cn cr) CC) / .. So. cn C13 01 � 1 1 � � urn;= C , y ��� 1i1 1 � 'f ,it1 cn SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 - Q4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. L 0 13 ♦ ONO At Walt WE n ENGINEERS MECHANICAL • ELECTRICAL • CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 z LLj CLM :—N 0 �j ui > Ix- LLJ LU • STRM -AD SQ LLJ,: ELEV= 435.31 ui SD 0 • =4 ago cn cr) CC) / .. So. cn C13 01 � 1 1 � � urn;= C , y ��� 1i1 1 � 'f ,it1 cn SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 - Q4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. L 0 13 ♦ ONO At Walt WE n ENGINEERS MECHANICAL • ELECTRICAL • CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C2.1—SAEC.dwg SHEET NO z LLj CLM 0 �j ui > LLJ LU • LLJ,: ui 0 • • cc DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C2.1—SAEC.dwg SHEET NO _ � s 3.O' DOOR I ilk a i (FUTURE CABEA ./1 V J W �m �W N W Z 6 �J i I~ �4 Q SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS CC.0 - C4.5 FOR EXISTING AND PROPOSED GRADES. 3. REFER TO SHEET C2.0 FOR EXISTING EASEMENTS. ENGINEERS MECHANICAL • ELECTRICAL • CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 - 345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C2.1-SAEC.dwg KEY MAP NOT TO SCALE PRE-SUBMiO -K, 2013 SITE LOCATION AND INFORMATION BICYCLE PARKING TABULATION REFER SITE ADDRESS: 3000 GATEWAY STREET EXISTING COVERED SPACES TO REMAIN 14 2. SPRINGFIELD, OR 97477 EXISTING UNCOVERED SPACES TO REMAIN 17 ARCHITECTURAL DRAWINGS FOR BUILDING AND PYLON SIGN HEIGHTS. 3. NEW COVERED SPACES 32 TO LANE COUNTY ASSESSOR'S MAP: 17 -03 -22 NEW UNCOVERED SPACES 30 REFER TAX LOTS 2109, 2200, 2218, 2219, 2300, 2307, SHEET E1.0 FOR POWER SUPPLY AND TRANSFORMER LOCATIONS. 5. AND 2305. TOTAL SPACES 92 SHEETS C6.0, C6.1, C6.2, C6.3, AND C6.4 FOR FIRE HYDRANT LOCATIONS. TE14ANT AREA TABULATION ZONE: CC ( COMMUNITY COMMERCIAL ) MALL SPACE (INSIDE THE RING ROAD) 800,448 SF USE CODE: R- RETAIL PROPERTY RESTAURANT SPACE 14,796 SF SIZE: 70 ACRES OR 3,049,000 SF RETAIL SPACE 52,157 SF VEHICLE PARKING TABULATION TOTAL FLOOR AREA 867,401 SF STANDARD SPACES 2,696 TABULATION SURFACE AREA TAB U COMPACT SPACES 238 ADA SPACES 80 TOTAL WORK LIMIT AREA 909,428 SF 100% RV SPACES 8 RENOVATED BUILDING AREA 299,796 SF 33% NEW BUILDING AREA 83,766 SF 9% TOTAL SPACES 3,022 NEW OR REPLACED NON- BUILDING IMPERVIOUS SITE AREA 432,362 SF 48% EXISTING NON- BUILDING IMPERVIOUS SURFACE 19,492 SF 2% LANDSCAPE AREA 74,012 SF 8% SKEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING AND PYLON SIGN 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 1 TRASH COMPACTOR OR RECEPTACLE LOCATION. 18. PROPOSED TRASH COMPACTOR OR RECEPTACLE LOCATION. 2A. EXISTING LOADING AREA. 28. PROPOSED LOADING AREA. 3. PROPOSED OR EXISTING FENCE WITH HEIGHT. 4. EXISTING BICYCLE PARKING FACILITY WITH NUMBER OF SPACES. 5. PROPOSED BICYCLE PARKING FACILITY WITH NUMBER OF SPACES.. EXISTING WETLANDS TO REMAIN j'-,-,, EX CYCLONE FENCE EXISTING ODOT BICYCLE XXX FFT BRIDGE OVER INTERSTATE 5 1 `i X�___ -- - -X 1 a a 4 / 11IALL RING ROAD �. rqq 1 262 STANDARD SPACES , ',- 15 COMPACT SPACES 8 RV SPACES INS 2A V WALMART - - -- - 6' 5 - E NEIGHBORHOOD 14, 41 1A 71 STANDARD SPACES a 49 COMPACT SPACES {, b a 76 STANDARD SPACES y� i TIT i i 30 COMPACT SPACES ,j' x•204 STANDARD SPACES \ - 23 COMPACT SPACES (• 11 ADA SPACES N -Ow- PLAN SCALE Iii iIN ", 71,IIAI A7 249 STANDARD SPACES -�/ -` 75 COMPACT SPACES ' ..T/ t-_- -r '^ �j5 L'' -y` .. /r 1 1 _ -` -' �'TY'r^•T l Z- a _ l- EX CYCLONE FENCE B XXX FT 234' 679 ,-- - yJ- PACE 2800 I I `� / .� ° Q MARKET (� 343 �1 S �`� \ - - \ / 4 5 1 1 ~ K, 2B L L T 2B ', -- (� CABELA S N \ �A-, \ / 4 ` 37,857 SF ( �L r M \ N, 58,000 SF e1A 43 STANDARD SPACES #' ' \ \ ` ` ' 0 2a5' � � ��r �, �T � I ( 1B 1B' 2B SPACE 3007 (i- 59 96 _ -- - -- - b C _ ( ( ( 1A CINEMARK 17 a ( N j 39 STANDARD SPACES 1 �--- -- , ( �- 78,511 SF <A/ , "B„ ,max - 2A h =_ - -- GATEWAY LOOP a, 1B ,�,� h (N TARGET - �r y ;.. - - - - SPACE 0030 (,� Ll - - t ^- ( 113,613 SF ( NEW TRUCK DOCK ( p ( �- - - - - (� 72' �'`� RTL 3,932 SF - - " "[ `- ONE LEVEL NEW RECEIVING AREA (- ( - N ------ ( ( RTL 1,590 SF o Y_- _ NEW JR ANCHOR. RC AREA RTL 3,923 SF 4 ,�aa JR. ANCHOR _uvli 213 STAN DARD SPACES RTL 2,409 SF 30,787 SF - 47 = -� I JR. ANCHOR �- 5 ADA SPACES 54,676 SF ¢ RTL 2,408 SF - 'y ( \ RTL 2,409 SF I � � ( EXISTING RETAIL _( \ z - 21,711 SF ,ix? 72 z. , f ..... ---- -- 1os ( ;RTL z,4o8 SF e T T I ® 4 } _._ _� - - 147 _ _ � I � � � p, � SEARS , 142' i - g� JR. ANCHOR o y JR ANCHOR �- �- �- 119,555 SF (� I o o co to u") a o INDOOR MALL 1 \ COVERED �' 25,000 SF °- 22,909 SF ( M I ,� ( o I m I ( ONE LEVEL _ 14 CO E ED \ ( JR, A I JR. ANCHOR 4 4 c, co co to ca co EXISTING \ ( ¢ 4� '' A \ ANCHOR .� ; ; ; 12,175 SF HOMETOWN b I F-• !- F- 1- F- !- t- BUFFET EXISTING RETAIL 8 000 SF t , ' 10,515 SF 14,059 SF NEW RETAIL 41 STANDARD SPACES j 62 STANDARD SPACES --- ' -' '' 'r- r J i _- -__� -- 51 SF _ ' ,.c r' r. -' ten, /',, sa -r aga Sao saa• saa ,orr -- �,4 ACE \ 4 ADA SPACES - -- ' - ' PRO ANSION { 5 ADA r. \ - -- ® P D EXP ( r A r• ` a h 8,468 SF to 1818 N ( a BIG '� `.�, ` �i �'' �' S 6 -j, I � w RTL 2B err �r 91' cc, - 142' a l - , ( - \ SPORTIN (V\ `� f 00 0 b ( f 4 �4 5 0 4 0 � 4 § 4,350 SF GOODS \ - „E�� % ° 4 4 r, RTC-' APPROXIMATE LIMITS C KOHL'S / \ 13'000 SF .� 405 STANDARD SPACES , '* ( \ I 45� p �, .�' - '; - 29 STANDARD SPACES PROJECT WORK -TYP r "- 181 STANDARD SPACES / - 26 STANDARD SPACES 98 500 SF 2A 1 �' - , . - 2 ADA SPACES / 39 COMPACT SPACES ` ( / 192 STANDARD SPACES . ' o �\ -r \ 1O% 12 ADA SPACES '� ( 8 ADA SPACES 2 ADA SPACES TWO LEVEL / - _ RTL 4,561 SF (��, j I ' (47 STANDARD SPACES '� 1 153 STANDARD SPACES \ / ` } 1 (2 ADA SPACES J 6 A h r s , DA SPACES 1B gr W4' 234.9' t! -�- `h , -v 83 1 BLDG � /^^� ;., -; `�, -,. � a 4 a a � •�: - `; ", >AN PAD 4 i Iwo 317.3 j 8 4 27 STANDARD SPACES T �1 b 4 W.� 4 ADA SPACES ♦ \ \I \ / / \ BLDG r1j M 31 STANDARD SPACES ♦ eao aaa sao pro ao aao mo cao yam \ \ / ; , -- 'R 2 ADA SPACES , b \ \ 4 / / 4 \ \ 4 / / \ \ 4 / / 1} ' _ � 4 _f? C� \ �(\ / / �. PAD 3 BL G Q 1 BLD PA 2 ..�., = \ \ 220 STANDARD SPACES / / \ \ / I / SECONDARY ACCESS \ q 4 I ( b \ \ 4 ADA SPACES / / \ \ / u I I w - , \ /' I / 7,203 SF 7 STANDARD SPACES ��,,, .i'' TO POST OFFICE (/j cn v� `' \ - \ / / \ / 13 COMPACT SPACES �N11 1 �,�°� ~`C° ~� ~ _Jv�`i II !--� 58.5 $ ,,...� ® 1 4 1 c�N � wQ(� ���I wo wo' H�'(� ,; - 'I ;\ /T w,- ,r- `,- 1B c� cr \ �- N w 112.2 1A L . - •+" a co 1B �y 4 IW ROADH ' ; - . Y �. r p 1A ?`t,, 1A \ \ 1B o GRILL = _ .- _ "�- d 4 o r in cr ,� i - `� - {, u.. (j,j o `� 35 STANDARD SPACES \ 2B '� ° 2B 1B 6,917 SF ` 4 . `t 'r rn m J o cn ( 2 ADA SPACES N T ,,, `b OG rS ( ` TIT H] IK I f Ti i 1 1 a K s iwl Lw� r- - - = - -' a t�,' , �� "� �� �'� � � 4 � 68 STANDARD FSPACES \ 63 STANDARD SPACES 4' 4 ADA SPACES Q_ MALL RING ROAD p \ \ 2 ADA SPACES 9 STANDARD b (TO BE VERIFIED) E"" VQ4 SPACES 0 S # o �° 1 111 t I _ -- • --- _ -Q , ; 57.0 �1 1 F=-=' NEW SCREENWALL i I I�- ,,,,.,� 3 XXX FT, TYP I-1 \ 5 GATEWAY STREET CD �� �''� EXISTING LTD PROPERTY BUS STATION.. EXISTING LINE -TYP �. --- TO REMAIN i EXISTING SIGNALIZED r INTERSECTION /i EXISTING SIGNALIZED INTERSECTION SIGNALIZED INTERSECTION b SIGNALIZED C.., INTERSECTION t-� t SIGNALIZED INTERSECTION Lv^ 1"0 V 2. 5 219 13 ENGINEERS MECHANICAL ELECTRICAL CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE. OR.97401 P: 541- 686-8478 F: 541- 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 W J H F- F- W W S DATE 11/15/'13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C3.0_SITE.dwg E4 a as _ Im IL a cl, 1, PROPOSED ROOF OVERHANG 'OP —AIR N 4 4 (CONCEPTUAL), TYP. c, MALL BLDG o COU RD RTYA BIKE PARKING 6 SPACES WITH 2' X 6' FFE- 437-50 L0 HOOP OR STARE RACK IL LIVIT �t. r I- j I 4 4 ,BIKE PARKING s 4 A 6 SPACES WITH 2' X 6' O ,HOOP OR STAPLE RACK -Ab U? 4 K % O AS HALT PAYEMENT,' o C-4 2 il 4 % RAISED CONCRETE 'A PEDESTRIAN CROSSING, TYP o Dc Mp- a F u) 7 Y, z U) f 4: Nq LY STORM WA .7 TER IREATMENT i�e t z PLANTER, TYP L) A A% di t 41 % 181- 17.1 'N `18t 19.2 37.8 18 8,...*- .:28.2 .19.2 r vi T-1 7 C) P LT PAVE M04 C.) EX CAN TO A RAISED CONCRETE 181 PEDESTRIAN CROSSING, TYP t BE REMOVED —.18 ..24 ui 1> STOP, I —6 777 CONCRETE EWA K 10, A L TYK. lui Lu 77 777\7 7777777 7 V. 7 uj XIN J Cf \t \: \\ I I I \J . N BLDG PAD 1 A AM: FFE= 436 80 E4, / tn n \ I ( ( \\ ` 4, 0. % \ \\ \ \\ \ \\ I A- EX COVERED WALKWAY, X TO REMAIN f 'o (2) BIKE PARKING 'N' 2 6 SPACES WITH 2' X S' 2 V. HOOP OR STAPLE RACK EXISTING co p 1> CONCRETE PAVEMENT IN 2 2 ls� 57.6 X E3 V- 77777 sd• �C;c- - so EX RAISED CONCRETE PEDESTRIAN CROSSING TO REMAIN 4-� ltop% I. Nel 'PROPOSED k COVERED Lij WALKWAY LLj o .;z 4 LJ IN 1�4C tw- g 4CQ A. I. 7 w w w dOiS d IV % T mm!j GATEWAY STREET ............. ............. EXISTING LTD BUS STATION TO REMAIN SCALE: 1 = 30' SHEET NONTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS, KEYNOTES. 1. COVERED TRASH ENCLOSURE WITH SCREEN WALL AND GATE, 6' MIN HEIGHT. 2. EXISTING STOP SIGN TO REMAIN. SURFACE HATCHING LEGEND - VEHICULAR ASPHALT PAVEMENT PCC CONCRETE PAVEMENT n. 4 LANDSCAPED AREA STORMWATER THE ATMETN PLANTER ■ArrmiLff am r% Mc ir ivimr NOT TO SCALE NOV 24 5" 9013 L_ ENGINEERS MECHANICAL ELECTRICAL 0 CIVIL SURVEYORS 100 WEST 13TH "ENUE EUGENE, OR 97401 P: 541-686-8478 F; 541-34S-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 O IXI " , �n uffj 0 Lij o. U> Z ui m Lu uj 4. lb o. X, N'\� 0 >= < ltop% I. Nel 'PROPOSED k COVERED Lij WALKWAY LLj o .;z 4 LJ IN 1�4C tw- g 4CQ A. I. 7 w w w dOiS d IV % T mm!j GATEWAY STREET ............. ............. EXISTING LTD BUS STATION TO REMAIN SCALE: 1 = 30' SHEET NONTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS, KEYNOTES. 1. COVERED TRASH ENCLOSURE WITH SCREEN WALL AND GATE, 6' MIN HEIGHT. 2. EXISTING STOP SIGN TO REMAIN. SURFACE HATCHING LEGEND - VEHICULAR ASPHALT PAVEMENT PCC CONCRETE PAVEMENT n. 4 LANDSCAPED AREA STORMWATER THE ATMETN PLANTER ■ArrmiLff am r% Mc ir ivimr NOT TO SCALE NOV 24 5" 9013 L_ ENGINEERS MECHANICAL ELECTRICAL 0 CIVIL SURVEYORS 100 WEST 13TH "ENUE EUGENE, OR 97401 P: 541-686-8478 F; 541-34S-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 W a pp_ PL 0 FA40k DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO C3.1 I z uffj 0 U> Z ui Lu uj umi 0 >= < umi V) uj D 0 < 0 CL W a pp_ PL 0 FA40k DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO C3.1 I ad STORMWATER TREATMENT PLANTER, TYP op.. STOP, ST ILL f . el .40;m 30. 18 7- .-r-K b rn w . f 1\ -RIN X- X" 04 W z Q 5 \\ BLDG AD 2 FFE- 436,10 e. :\:�` .r- }•• '\ \\ \\\\,``,\``\,\\\\\ \l�♦\l\\\ A: Z N ti ti ti sc sc sa PROPOSED ROOF OVERHANG (CONCEPTUAL), TYP. cv) .4 w Lu W z -.j r 4- 13 4- STATION TO REMAIN SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. >KEYNOTES >�l. COVERED TRASH ENCLOSURE WITH SCREEN WALL AND GATE, 6' MIN HEIGHT. 2. EXISTING STOP SIGN TO REMAIN. SURFACE HATCHING LEGEND VEHICULAR ASPHALT PAVEMENT ti a PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMETN PLANTER '41 KEY MAP NOT TO SCALE 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 c/) DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO F� z UL, U > z LLJ LLJ • uj < CLO i < uni umi 0 < Llj W 0 • 10— c/) DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO Z\ cml CAI w Wy .J F, j- Z? ZA? e-7 Aa %—V MATCH LINE SEE SHEET C,v3,4 L 0 -7-7 E BLDG FFE= 437.58 <= No 142 k EXPANSION 4 sc S -op .0 ST NN J 3s V sc c -sc 16. -7 F - PE, N �—�-7nscjr-'-4sc a.� ". - .• : \. ti` -0 BLDG PAD 4 FFE— 435.92 I J' o 1-1 Uy' 'o 4a. AD N IQ 3 1!, cl A, de -iA I 16 �I 0 q .sc- C* SHEET NOTES 1. REFER TO SHEET C1.0 FOR LEGENDS AND GENERAL NOTES. 2. REFER TO PLANTING PLANS FOR SITE LANDSCAPING IMPROVEMENTS. 3. CONFIGURATION AND LAYOUT FOR BLDG PAD 3 AND BLDG PAD 4 WILL BE SUBJECT TO CHANGE DEPENDING ON SELECTION OF TENANT. KEYNOTES 1. COVERED TRASH ENCLOSURE WITH SCREEN WALL AND GATE, 6' MIN HEIGHT. 2. EXISTING STOP SIGN TO REMAIN. SURFACE HATCHING LEGEND BICYCLE LPEDESTRIAN � CONNECTION ALIGNMENT AND CONFIGURATION TO BE INCLUDED TO TENTATIVE APPUCA110N I Pm mm NOT TO SCALE VEHICULAR ASPHALT PAVEMENT PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMETN PLANTER sa T 0 cv, lZm cr> '-n CIP "r, el T ........ .. .. COT lip N 0 V 29, 5- 2 0; BALZHISER H U B BARl� ENGINEERS MECHANICAL 0 ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, 0R 97401 P: 541-686-8478 F: S41-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 X DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO C3.3 F� z 0 U > Z LLJ umi F� LJLJ CL 0 C 41 CL Lu V) Lu D F� 0 < U F- 0 UJI • CL X DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO C3.3 �i\ N 72' a • • FA IN a � 4 )r- \77 z MATCH LINE SEE SHEET 33 x CONNECTION ALIGNMENT AND CONFIGURATION TO BE INCLUDED TO TENTATIVE APPLICATION N —Ow- PLAN SCALF SCALE: I"= 30' SHEET NOTES 1. REFER TO SHEET C1.1 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. NOT USED. SURFACE HATCHING LEGEND VEHICULAR ASPHALT PAVEMENT 1 4' PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMETN PLANTER NOT TO SCALE NOV 2 '55, ENGINEERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 E3 z a • • FA IN a � 4 )r- \77 z MATCH LINE SEE SHEET 33 x CONNECTION ALIGNMENT AND CONFIGURATION TO BE INCLUDED TO TENTATIVE APPLICATION N —Ow- PLAN SCALF SCALE: I"= 30' SHEET NOTES 1. REFER TO SHEET C1.1 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. NOT USED. SURFACE HATCHING LEGEND VEHICULAR ASPHALT PAVEMENT 1 4' PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMETN PLANTER NOT TO SCALE NOV 2 '55, ENGINEERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 w W m cl) L- DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO z umi U LLJ > z LJLJ uni Cie uj < CL 0 oe CL < uml tn Z) F� o < COLO U 0 CL w W m cl) L- DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO 9.5 ,# if ' e-7 A I —Vrw%t%Ur— LV/AUIINVJ UVtor\ —7n f— It I rll I EXISTING CABELA'S LOADING DOCK AND TRASH COMPACTOR r 1r EXISTING EMERGENCY GENERATOR TO REMAIN t OVERHANG TO REMAIN N —Ow- PLAN SCALF SCALE: 1"= 30' SHEET NOTES 1. REFER TO SHEET C1.1 FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. NOT USED. SURFACE HATCHING LEGEND NOT TO SCALE VEHICULAR ASPHALT PAVEMENT PCC CONCRETE PAVEMENT LANDSCAPED AREA STORMWATER TREATMETN PLANTER NOV 2 2013 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 w W r DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO C3.5 z umi 0 uml u > Z uli uni umi mmj UNJ 0 uj • MOD • • • w W r DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C3.1—SITE.dwg SHEET NO C3.5 r px c ; sp o 37 8rn r' 0. phi Av I x x X 1�� 4) " V LMT <= 1.00 1p 436.50 X435.75 CO 436.22 rp rd m ;�2=p ,436.11 %f a %ra 436.40 ll�t 1p 4,,*.22 'gyp 1 436.68 7p v,,— p p p Im Z II PTACIP, A h 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 X/CX_-X. LEGEND LMT APPROXIMATE LIMITS OF PROJECT WORK Sc SC — — SC PAVEMENT SAWCUT LINE —R — — R — — R — — R — GRADING RIDGE LINE WV � 5 3 NOT TO SCALE 201 131 It 16% Wakit ENGINEERS MECHANICAL ELECTRICAL CIVIL a SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 w LJ W W m cl) DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2 -024-13 100 FILENAME C4.0—GRAD.dwg MR Imm z uj uml U > Z uni uni • LIJ • • • Lu :D Fm 0 < • w w 0 rc w LJ W W m cl) DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2 -024-13 100 FILENAME C4.0—GRAD.dwg MR i 1 1 436.11 436.22 TP iP 1 1 435.75 f RIM 1 1 1 1 1 1 f �I 0 ■ TW r i ui j U4 W z �1 Q� 46.5 36125 JV gi V L C — A .'-7P/Pd PT/ME TP/UE jp /ME Iry yo x �1y�� °ZN �,�b.�V ���'S .-„�,; �,n• � 'o'er o��r� � oy.o�b,��. ~ °°yc��c�' °y�a 'c f 1 I 1 1 1 1 � mo s 45. 57 sr sc O sr cn : m2 41D �s 9 435.65 !'/ME 435.85 !P/ME X /� �5. s 16.1717 IAEb D h�9 fl 0 �, v—y �L��`✓` —� �� `.'� '` try b. a s �0 'Woo x tA c� ell, k f 5 6, S Qm 0 O'S 'sy mmi Lij ��, •s6i a ,m �O Fus o, LLJ r 16.1717 IAEb D h�9 fl 0 �, v—y �L��`✓` —� �� `.'� '` try b. a s �0 'Woo x tA c� ell, k i i -k 1-1- m, m� f Aft I 1� Lu W or 77 lb`�S ,b•�ssy ��Sm� � � �yy �s � mo 6 --� > ]a' A tl x �1 f U 1 111 x � mp X 1 1 1 1 1 f 1 SHEET NOTES 1. REFER TO SHEET CX.OX 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 X /CX.X. 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 f' j} ENGINEERS MECHANICAL ELECTRICAL • CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 - 686-8478 F: 541 - 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 f Qm 0 O'S O' '> mmi Lij U> cac z LLJ r `rrn s Lu mmj a t 1 t t 1 t 1 1 t i i -k 1-1- m, m� f Aft I 1� Lu W or 77 lb`�S ,b•�ssy ��Sm� � � �yy �s � mo 6 --� > ]a' A tl x �1 f U 1 111 x � mp X 1 1 1 1 1 f 1 SHEET NOTES 1. REFER TO SHEET CX.OX 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 X /CX.X. 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 f' j} ENGINEERS MECHANICAL ELECTRICAL • CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 - 686-8478 F: 541 - 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 uj LLJ 0 < J t-- H w cc Z is DATE 11/16/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C4.0_GRAD.dwg C HEET NO f is Qm 0 mmi Lij U> z LLJ r s Lu mmj a uj LLJ 0 < J t-- H w cc Z is DATE 11/16/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C4.0_GRAD.dwg C HEET NO f is ti 1 t � fm 0 rt.Nfir X�� r 1 t t > 1 1 t I t I � 1 I 1 I ( I I I ( l 1 � 1 I I I I °2w - 'a `1 '1 �1 �1 WI TW '90 cl) 1 �4� 1 u� A 1 th k t 1 1 1 t� 1 �h X X I t 1 1 1 V4: 6 F 1 1p/j/ lE �s i 1 >o Y f f f �p435.4 i 14 f f �y ��. _. MATCH LINE SEE SHEET C4.3 1 >J A cl rr� ? ? - E--F- - - - � mo 00000e0'r*' Al J >O u ��s >6 � Sy {� mss >> ,'Tp/ME�s^ rA�s 1� 1 436.47 TP l { N .56 TPAWE;$, sas „s9 ,v I /.3L a� a` At �> sr X5&1�'X&��' X �` ry X A�> X Fs �s s X p , > Hwy °° c' u� Qil X X X X L) > aye' ui LU uj 0 uj � D Fm I 0 < Lu I 0 4 � F�a A�> I {r I $ A� ° o�$ �2� ,o X Ak a� a` At �> sr X5&1�'X&��' X �` ry X A�> X Fs �s s X p , > SHEET NOTES 1. REFER TO SHEET CX.OX 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 — sG — — SC — — PAVEMENT SAWCUT LINE —R— — R — —R— — R — — GRADING RIDGE LINE NOT i SCAIE 2 i= 0 13 BALZHISER &HUBBARD 1,11 1 V I I V L L I %-LJ MECHANICAL ELECTRICAL • CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 -686 -8478 F: 541 - 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 Hwy °° c' u� X X X X L) > aye' SHEET NOTES 1. REFER TO SHEET CX.OX 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 — sG — — SC — — PAVEMENT SAWCUT LINE —R— — R — —R— — R — — GRADING RIDGE LINE NOT i SCAIE 2 i= 0 13 BALZHISER &HUBBARD 1,11 1 V I I V L L I %-LJ MECHANICAL ELECTRICAL • CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541 -686 -8478 F: 541 - 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 Lu J 1— W W co 'An 1"-j FrA �i I i • DATE 11/15/15 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C4.0_GRAD.dwg SHEET NO �.'/J uj 0 uj L) > Z ui LU uj 0 uj D Fm 0 < Lu 0 Lu J 1— W W co 'An 1"-j FrA �i I i • DATE 11/15/15 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C4.0_GRAD.dwg SHEET NO �.'/J SHEET NOTES 1. REFER TO SHEET CX.OX 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 X/CX.X. 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 N 0 V 2� 5- 21)1 3 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 DATE DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-4RAD.dwg SHEET NO mw 7j z ui 0 �j ui u > ZUJ a ui • ui LLJ Lu 0 < DATE DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0-4RAD.dwg SHEET NO mw 7j LLJ 0 ml Lu ui l cni Ill Z mill PR P GRADING MODIFICATIONS TO BE INCLUDED ,,FOR TENTATIVE APPLICATION --I SHEET NOTES 1. REFER TO SHEET CX.OX FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. NOT USED. KEY MAP NOT TO SCALE 111 Illl ta 0 V 0 I'l BALZHISE HUAJBB � ENGINEERS MECHANICAL • ELECTRICAL CIVIL • SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C4.0—GRAD.dwg to a \\ \ - ___- ___ - - --; SD BLDG CONNECTION _ I I SD BLDG CONNECTON 6 FL- 436.00 fi FDC- 1--- -I 6 FL,= 436.00 CONST 6"SD 38.9 LF i1 " S= 0.0200 FT , I CONST 6 SD 66.7 LF FT/FT MIN t zo SD MH T STRM AD Sid 6 "FL S IN 434.50 - RIM ELEV- 435.82 8 FL N OUT)= 434.40 \ - _____ -_ - - -- ---- - - - - - -- C state 430.87 - c 6 "SD \\\ W J \\ SD OVERFLOW CB RIM = 435.72 6 "FL= 434.73 1 CONST 6 "SD 23.2 LF S= 0.0100 FT /FT SD OVERFLOW CB RIM= 435.72 it 6 "FL= 434.70 CONST 6 SD 7.3 LF S= 0.0100 FT /FT MIN / {{ If \ EX BLDG TO BE REMOVED ( % \� ---- -. A ii \ �-------- - - - - -- - - -- 1+ it +' 1! ��E� it � -'-- ___._.. _._... ..._.... ..�.... ......... s© \s O� \so SD OVERFLOW CB RIM= 433.86 \ 6 FL= 432.83 CONST 6 SD 47.5 LF so S= 0.0100 FT /FT MIN \`so SD DCCB RIM= 433.85 6 "FL= 432.23 CONST 6 "SD 7.6 LF S= 0.0100 FT /FT MIN EX SID MH TA 112-1 1 - . RIM= 434.29 1 11 - "° Lx 6 "FL= 433.26 1 SD OVERFLOW CB SD OVERFLOW CB CONST 6 "SD 32.0 LF ~RIM= 434.82 %" _ =RIM= 434.82 S= 0.0100 FT/FT MIN !> 6 "FL= 433.79 ;t 6 "FL= 433.79 CONST 6 "SD 16.4 LF ` -\ \ CONST 6 "SD 10.1 LF S= 0.0100 FT /FT MIN S= 0.0100 FT /FT MIN as -- SD MH 1 NFW fi F � SD OVERFLOW CB 1 � RIM= 435.75 � 6 "FL= 434.72 � CONST 6 °SD 7.3 LF S= 0.0100 FT/FT I � � I � I � I � I � SD MH t NEW 10 FL E (IN )-= 429.90 t EX X "FL N (IN)= 429.71 'MM' EX X "FL S (OUT)= 429.71 AW W- w -- as - - -a _ -_a t 1 V` 1 y {[� • W t W y W W T SD OVERFLOW CB ui RIM= 434.84 t 6 "FL= 433.81 t CONST 6 "SD 26. 3 LF S= 0.0100 FT /FT MIN tW j W t � SD OVERFLOW CB 1 � RIM= 435.75 � 6 "FL= 434.72 � CONST 6 °SD 7.3 LF S= 0.0100 FT/FT I � � I � I � I � I � SD MH t NEW 10 FL E (IN )-= 429.90 t EX X "FL N (IN)= 429.71 'MM' EX X "FL S (OUT)= 429.71 AW W- w -- as - - -a _ -_a t 1 V` 1 y {[� • W t W y W W T SD OVERFLOW CB ui RIM= 434.84 t 6 "FL= 433.81 t CONST 6 "SD 26. 3 LF S= 0.0100 FT /FT MIN tW CONST 6 "SD 7.7 LF TO REMAIN _ - "' ` - -•.... f' j ;; if S= 0.0200 FT /FT MIN it ® M AD SD i� it ii 1 FE# = 435.3 h li u II u � SUMP = 430.3 - r I 2 ! (I ' !i ! it li if \ \ o I / 6 SS o .I + 1 f T If 14 II ! r CONST 6 "SD 97.0 LF S= 0.0100 FT/FT t r j D u r _ SD DCCB + + ! i- --°--- RIM= 436.62 6 "FL= 435.12 t SD DCCB t RIM= 436.80 SD MH _ 6 "FL= 435.30 6 FL SE IN = 435.14 - - - - - - -- - f 6 "FL S (IN )= 434.15 l t { } _ _ CONST 6 "SD 16.1 LF " S= 0.0100 FT/FT MIN 8 FL N (IN )= 432.75 ' ` i - - - - -- - -- -10 "FL W (OUT)= 432.65 uj - - - - - -- - r l f t f i i t t PLAN SCALE 0 30' 60' SCALE: V= 30' SHEET NOTES 1. REFER TO SHEET CX.X FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 TO C4.5 FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. KEYNOTES 1. STORMWATER PLANTER WITH CURB OPENINGS. 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. L� KEY MAP NOT TO SCALE _ P, 1\1 n ii 1) ri4 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 j W W Z IJ SD BLDG CONNECTION 6 FL= 435.30 1I= CONST 6 "SD 7.7 LF 10 S= 0.0200 FT/FT MIN �IQ I� > II 1 II SD BLDG CONNECTION Lij 6 FL= 435.30 CONST 6 "SD 7.7 LF TO REMAIN _ - "' ` - -•.... f' j ;; if S= 0.0200 FT /FT MIN it ® M AD SD i� it ii 1 FE# = 435.3 h li u II u � SUMP = 430.3 - r I 2 ! (I ' !i ! it li if \ \ o I / 6 SS o .I + 1 f T If 14 II ! r CONST 6 "SD 97.0 LF S= 0.0100 FT/FT t r j D u r _ SD DCCB + + ! i- --°--- RIM= 436.62 6 "FL= 435.12 t SD DCCB t RIM= 436.80 SD MH _ 6 "FL= 435.30 6 FL SE IN = 435.14 - - - - - - -- - f 6 "FL S (IN )= 434.15 l t { } _ _ CONST 6 "SD 16.1 LF " S= 0.0100 FT/FT MIN 8 FL N (IN )= 432.75 ' ` i - - - - -- - -- -10 "FL W (OUT)= 432.65 uj - - - - - -- - r l f t f i i t t PLAN SCALE 0 30' 60' SCALE: V= 30' SHEET NOTES 1. REFER TO SHEET CX.X FOR LEGENDS AND GENERAL NOTES. 2. REFER TO SHEETS C4.0 TO C4.5 FOR EXISTING AND PROPOSED GRADES AND DRAINAGE PATTERNS. KEYNOTES 1. STORMWATER PLANTER WITH CURB OPENINGS. 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. L� KEY MAP NOT TO SCALE _ P, 1\1 n ii 1) ri4 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 W w cc ki, co DATE 11/15/18 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C5.0_STRM.dwg SHEET NO uni i 0 uj u > > ui ui Lij LLJ 0 Lu ui 0 < < i♦ ui • ki, co DATE 11/15/18 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C5.0_STRM.dwg SHEET NO I I I I I � SD OVERFLOW CB � i RECONNECT X •-'`� �, / 6 433.81 W CONST 6"SD 25.8 LF SD BLDG CONNECTION -- S= 0.0100 FT/FT MIN 11 X _ SD OVERFLOW CB -� RIM= 438.80 W 6 FL= 436.00 6 "FL= 433.81 W CONST 6"SD 25.3 LF U I ui STRM CONST 6 "SD 7.3 LF RIM ELEV= 433.31 SD MH SD MH 180 IE W = 430.82 nn --S = S- 0.0100 FT /FT = 1 6 FL= 435.30 i 8 F L S IN = 433.18 NEW 8 FL NW IN 434.08 Q( S= 0.0200 FT /FT ` 1 " 8171- N IN = 432.11 " NEW 6 FL E (IN)= 434.08 FFE= 436.10 I w9 4 � ; 1 6 FL= 435.30 10 "FL E {OUT)= 432.01 EX 12 "FL W (IN)= 433.13 - _ _ "FL -_ _ = _ _ � � -- _ ; = _ _ _ _ - _ _ _ _ , _ „_.,.._.__. i i i f i 'I t FL S (OUT)= 43303 NEW . 10 I f /RIM= 435.80 6 "SS 6 "FL= 434.30 a CONST 6 "SD 11.0 LF Q S= 0.0100 FT /FT MIN I i CONST 8"SD 92.4 LF , _�_$riS� -- cc 1. 1 CONST 8 "SD 139.0 LF S= 0.0100 FT FT }yy��.�r+qy.ws� _ La 1t 1 S= 0.0100 FT FT �� /� , .• - - �- P -------- ~, RECONNECT m cs m $ D RIM ELEV= 436.36 n� i 8" E 1 3.13 ,� ` ; CONST 6"SD 99.4 LF 0TOsa xn en sTRM DECK DRAIN � W W P - 431.02 I /// � I SD MH - I��I� ELEV= �S�.z� S= 0.0100 FT FT , 6 W IN 435.93 � w w w W SD DCCB y y to r�;' - - _ _ ^ J, - "FL - I i % RIM= 436.20 t� �� r1,'�% l; , fi FL N (IN )= 435.27 1 j 1 SD OVERFLOW CB 6 "FL= 434.70 a ' " t° �� CONST 6 SD 3.4 LF �� I �� _ _ _ , /// - - - - '' CONST 6"SD 70.1 LF ; 8 "FL SE (OUT)= 435.07 RIM= 435.75 � "FL= S= 0.0100 FT /FT MIN �x ! S= 0.0100 FT FT ' 6 434.72 © f CONST 6 "SD 7.3 LF S= 0.0100 FT/FT MIN I i SD DCCB ,I - - _ _ - - - - i 1 RIM= 435.53 "FL= 1 SD OVERFLOW CB 6 433.08 "SD CONST 6 33.9 LF ' i ' RIM= 435.75 S- 0.0100 FT /FT MIN sD . _ " tL = _ _- _ 6 "FL= 434.72 ,� Sp U 438.83 I , CONST 6 "SD 7.3 LF °° RIM= 436.28 434 ;' 1 S= 0.0100 FT /FT MIN 6 FL= 434.78 t7 CONST 10 "SD 179.1 LF S= 0.0100 FT FT i t SD MH _ _'- NEW 6 FL N IN )= 432.44 NEW 8 "FL E IN = 432.27 NEW 10 FL W (IN)= 430.22 EX X "FL S (OUT)= 430.02 O a - --a -- S4- - -a - 1 1 (n ' w W coV C� I � SD OVERFLOW CB � i - r RIM= 439.84 "FL= •-'`� �, / 6 433.81 W CONST 6"SD 25.8 LF W -- S= 0.0100 FT/FT MIN 11 X _ SD OVERFLOW CB cn RIM= 438.80 W 6 "FL= 433.81 W CONST 6"SD 25.3 LF U S= 0.0100 FT /FT MIN ui STRM AD SQ RIM ELEV= 433.31 � 180 IE W = 430.82 nn --S n SD BLDG CONNECTIO�,sin •nN 7 = 1 6 FL= 435.30 CONST 6"SD 22.5 LF Q( S= 0.0200 FT /FT Ir ,I U yi BLDG AD 2 1 II FFE= 436.10 I SD BLDG CONNECTION 1 6 FL= 435.30 CONST 6 "SD 62.9 LF S= 0.0200 FT /FT MIN i i i f i 'I t SD CB /RIM= 435.80 6 "SS 6 "FL= 434.30 a CONST 6 "SD 11.0 LF t S= 0.0100 FT /FT MIN 1 k I io i x „ �, ;, ;� S= 0.0100 FT /FT 1 SD BLDG CONNECTION 1 6 FL= 434.22 mm - -6 "SS �' CONST 6 "SD 10 LF S= 0.0100 FT /FT EX BLDG D 69.3 LF W IN -w I '��;; FFE= 437.54 RECONNECT NECT X D i FT FT i q s I " I � II 19 f 8 "SD I i I CONST 8 "SD 178.4 LF S= 0.0100 FT FT `; \` CV C CONST 8 SD 28.9 LF I r; ,�� 1 S= 0.0100 FT FT Il _____ -- _____ - - - - -- oi!ig II �� \\ �� Ire~ ___� rr `" i `� it �~ l� it cv % 7) � li ( II ` ~ ~� ,1 If ���'�, "I 't If II ``� SD MH RIM= 435.43 6 FL S (IN )= 434.85 fi " FL= 433.36 6 " FL_ - - NE (IN)= 433.26 U) 8 "FL W (OUT)= 433.16 ~ I l W /A �� '�>> Iva o CONST 6 "SD 106.9 LF I W Z S= 0.0100 FT FT I, ( ° `. ~ ` � � r, ----y \✓ ,, ' I � jl Imo' �� 1 t RIM= 434.76 '�S• 6 "FL= 433.26 Ca KIM= 434.68 ' 6 "FL= 433.18 ' I�nNST s "RD 95.7 1 F S: I 1 I :n I iI m �� If ci tS5 1 1 1 II ~t II 1� I 1 I" 1 i I SD CB t , I� 1 6 ' " I RIM= 436.25 i CONST S 8 SD 200 .4 LF I 8 "FL= 434.75' --�-- S= 0.0100 FT FT - -- - - - - -- -- - - - - -- - - - - - -- -- _ -- - - - - -- SD CB - �� _ RIM= 436.68 6 "FL= 435.18 ` - 1 CONST 6"SD 12.8 LF � '~ ------------------------- ---------- -- --- ---------= 1 11 � S= .0.0100 FT /FT MIN _ -- -------- - _ __- -- - - - - -- -- - - - - -- - - _ -- 1j--------==-=== i = = - == `- - - - - -- ------ - - - - -- °------- - ° - - -- - -- Ln clq 1 � 1 Lu 1 1 i 1 1 1 I WCV RA A d ■ %am ■ ■w■ffl-.■ NOT TO SCALE No i_ III! `•- - �, NOV 2 2013 ENGINEERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 J W W a r• 0 DATE DESIGNER GTL/DWL PROJECT FILENAME • • C5.1 w I o, I � I � I I I I M I 1 I :n I iI m �� If ci tS5 1 1 1 II ~t II 1� I 1 I" 1 i I SD CB t , I� 1 6 ' " I RIM= 436.25 i CONST S 8 SD 200 .4 LF I 8 "FL= 434.75' --�-- S= 0.0100 FT FT - -- - - - - -- -- - - - - -- - - - - - -- -- _ -- - - - - -- SD CB - �� _ RIM= 436.68 6 "FL= 435.18 ` - 1 CONST 6"SD 12.8 LF � '~ ------------------------- ---------- -- --- ---------= 1 11 � S= .0.0100 FT /FT MIN _ -- -------- - _ __- -- - - - - -- -- - - - - -- - - _ -- 1j--------==-=== i = = - == `- - - - - -- ------ - - - - -- °------- - ° - - -- - -- Ln clq 1 � 1 Lu 1 1 i 1 1 1 I WCV RA A d ■ %am ■ ■w■ffl-.■ NOT TO SCALE No i_ III! `•- - �, NOV 2 2013 ENGINEERS MECHANICAL ELECTRICAL CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 J W W a r• 0 DATE DESIGNER GTL/DWL PROJECT FILENAME • • C5.1 w I o, i ( t d ,I it 1 cf? If -- -.° h It - Vi 1111 1 1 7 1 , \ 2 MATCH LINE SEE SHEET C5.3 II N II it II � It ii -- -SD it U it i r tt IV It G3 if it fl II it II it It �\ It EX BLDG tt i I, • ti It it B it If F F E � 437.58 tt It It it T I I it r ,t II ,r tt ti _ R It 1t EX 4z MH 11111 1 3r 5° RIM= 435.32 '„ w - -�-- -- , I w_ , w - , / 36"FL.= 428.51 Oil `�\ a\ J / 14 ! 00 �/ \ /r �i \� It t It I 1 (/ �� ��. }\ % .1111 1111111 / l i✓ r a i • t o �� 1 t 41 It cn it It �} Vi IS 14 It / �?' i LIA 1 i q ' it 1 " c�i3 t� 1 1 1 1 1 1 TOO U �1 �1 Ii W iI �1 c1 W Z SEEMS J =1 C.� 1 F- -�---w 1 i 1 1 l ' i _ p co c€3 1t I! / ii tti tt ti 11 CONST 8"SD 40.2 LF l S= 0.0100 FT FT If " c*3 3 If it ti Lo m It � it ca tl I Q II till It G3 �j` 1 { - ---- -- k -- -- co t � r' y CO Ohs i� tl ipr � �,,. ,/� RIM- XXX,XX �, II „ „ 1 T '' 8 FL- 432.06 ,I it " m ° 4 "SSA 1111 111 '2 i X SD CB -- �° ❑ 2 11i e It TO REMAIN If it It 11 It �-°` SD BLDG CONNECTION L It - `� -'' .-- �° TO REMAIN e 6 FL= 434.42 °, 0 `T CONST 6 SD 17.8 LF 111 cn It cn It !i 111 .. �`"� S= 0.0200 FT /FT MIN it 11 6 "FL= 434.54 CON ST 6"SD 103.3 LF s .- '` CON ST 8"SD 120.6 LF o BLDG IAA D 4 �� }� - - 0.0100 FT FT --� "` S 0.0100 FT FT " it ,i h 11 S- it V -' FFE� 435.92 It it ii t It � r11t SD CO SEEMED 6 FL 433.51 5° i ii MC SD BLDG CONNECTION s #! 6 FL= 434.60 p NN 11 N v' CONST 6 "SD 3.0 LF SD BLDG CO EC 0 � � 6 FL= 434.60 0o S= 0.0200 FT /FT MiN CONST 6 "SD 3.0 LF S= 0.0200 FT /FT BLDG OAD 3 CONST 6 "SD 53.5 S= 0.0100 FT FT SD MH FFE= 43?. 10 ��� =_�i = 6 F N IN ( ) = 432.97 4 1 36 FL E IN = 429.76 � ° 36"FL NW (OUT)= 429.76 j I SD BLDG CONNECTION 2 SD BLDG CONNECTION 6 FL= 434.60 �p 6 FL= 434.60 CONST 6 SD 3.0 LF CONST 6 "SD 3.0 LF S= 0.0200 FT /FT MIN S= 0.0200 FT /FT MIN I I D F] If (( c 111 \ ! \ r• If. 4 "SS ` D 1 � 1 t Lu Ck s CONST 36 "SD 59.0 LF ..•M „0,,.....• -��"� "- _ ,,f SD AD =� S= 0.0010 FT FT ,,,,.•► """' _..• -�= "1111"''- _ - " ,� ° RIM= 435.62 ,r,,., �-�` "'"`.." -- -:f" _ - - - SD AD CONST 8 SD 101.7 LF 6 "FL= 434.12 •� �-""` - S= 0.0100 FT FT ' -�"' - } A _ - - RIM= 435.55 CONST 6 "SD 7,9 LF _ -_ - -- �� - " _ S= 0 0100 PT /PT MIN SD CB RIM= 435.60 8 "FL= 434.10 CONST 8 "SD 33.2 LF S= 0.0100 FT /FT 6 FL- 434.05 CONST 6 "SD 27.5 LF S= 0.0100 FT /FT MIN rr - -__ -- - -- - -- 1111 It It �' 1111 It It ii SD MH ,J II \} ( r It $ FL N (IN )= 433.77 ,tt 11`11 ti CONNECT TO EX SD MH 36 "FL S (IN)= 429.92 Ii li Ii r' h ti I t t to co 36 "FL W (OUT )= 429.92 ii li ', 'I 1 „ EX 36-FL S IN = 430.12 � ,i � ) EX 36 FL NE (IN)= 430.12 (REMOVE) t�( A� it NEW 36 FL N (OUT)= 430.12 it n CONST 36 "SD 75.9 LF - to tl 1111 it 1; i� II 4 G-- � ue ii ii !I I i � _ ® _ _ 1 S= 0.0010 FT FT It 1111 „ ,I if _ __ 11 it it { � � _ G G------ --- _G_„_.,_,..,_.._,_„�__ .,,,..� � � u�^a t4 li i� it II it � t4s NE� it Is it iI �I Sr- VE II ,,1111 f � 1 � fE }i II II li iy i� ice' � � I I� II II iI II ,,� � 4 ii it p i t 1 r, �'''' I I I ii II it i� I� �' If I{ !I it It II co cn 11 t � ffi ii II iI it tIt l t j 1 1 S ___ 1 ` cn cc Ld ALd t .- .y icy WOW --__ _-- " c' co 2 w FS cc il 1 1 1 F- 11`_4 Vi it tt ®� ii CR c 114 cb 1t U3 CC � tl II li ii if ,i SHEET NOTES 1. REFER TO SHEET CX.X FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. NOT USED, 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. ■ %I S= . ■!., -. ■ NOT TO SCALE NO V 2 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686 -8478 F: 541 - 345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 1'- w pp=� v/ 1111 ` DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100 - 024-13 FILENAME C5.0_STRM.dwg SHEET NO C5.2 zi II t, SD BLDG CONNECTION SD BLDG CONNECTION , , 6 FL= 434.42 ' 6 FL= 434.42 CONST 6 "SD 3.0 LF} ' CONST 6"SD 3.0 LF S= 0.0200 FT /FT MIN II t S= 0.0200 FT/FT it \lam -- r / It SD CO SD CO J 6 FL E �IN)= 434.36 "FL �' 8 S OUT)= 434.28 RIM= XXX.XX 8 FL= 433.26 - - It II It it t, it tt t} �\ CONST 36 "SD 59.0 LF ..•M „0,,.....• -��"� "- _ ,,f SD AD =� S= 0.0010 FT FT ,,,,.•► """' _..• -�= "1111"''- _ - " ,� ° RIM= 435.62 ,r,,., �-�` "'"`.." -- -:f" _ - - - SD AD CONST 8 SD 101.7 LF 6 "FL= 434.12 •� �-""` - S= 0.0100 FT FT ' -�"' - } A _ - - RIM= 435.55 CONST 6 "SD 7,9 LF _ -_ - -- �� - " _ S= 0 0100 PT /PT MIN SD CB RIM= 435.60 8 "FL= 434.10 CONST 8 "SD 33.2 LF S= 0.0100 FT /FT 6 FL- 434.05 CONST 6 "SD 27.5 LF S= 0.0100 FT /FT MIN rr - -__ -- - -- - -- 1111 It It �' 1111 It It ii SD MH ,J II \} ( r It $ FL N (IN )= 433.77 ,tt 11`11 ti CONNECT TO EX SD MH 36 "FL S (IN)= 429.92 Ii li Ii r' h ti I t t to co 36 "FL W (OUT )= 429.92 ii li ', 'I 1 „ EX 36-FL S IN = 430.12 � ,i � ) EX 36 FL NE (IN)= 430.12 (REMOVE) t�( A� it NEW 36 FL N (OUT)= 430.12 it n CONST 36 "SD 75.9 LF - to tl 1111 it 1; i� II 4 G-- � ue ii ii !I I i � _ ® _ _ 1 S= 0.0010 FT FT It 1111 „ ,I if _ __ 11 it it { � � _ G G------ --- _G_„_.,_,..,_.._,_„�__ .,,,..� � � u�^a t4 li i� it II it � t4s NE� it Is it iI �I Sr- VE II ,,1111 f � 1 � fE }i II II li iy i� ice' � � I I� II II iI II ,,� � 4 ii it p i t 1 r, �'''' I I I ii II it i� I� �' If I{ !I it It II co cn 11 t � ffi ii II iI it tIt l t j 1 1 S ___ 1 ` cn cc Ld ALd t .- .y icy WOW --__ _-- " c' co 2 w FS cc il 1 1 1 F- 11`_4 Vi it tt ®� ii CR c 114 cb 1t U3 CC � tl II li ii if ,i SHEET NOTES 1. REFER TO SHEET CX.X FOR LEGENDS AND GENERAL NOTES. KEYNOTES 1. NOT USED, 2. COVERED, HYDRAULICALLY ISOLATED TRASH ENCLOSURE. ■ %I S= . ■!., -. ■ NOT TO SCALE NO V 2 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686 -8478 F: 541 - 345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 1'- w pp=� v/ 1111 ` DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100 - 024-13 FILENAME C5.0_STRM.dwg SHEET NO C5.2 zi .■ AND FITTINGS vrjnmor_Ro ruin SUMP .NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON - CORROSIVE FASTENER 2° UNDER FRAME. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUN GRATE WITH BICYCLE BARS EXCEPT STRUCTURES INDICATED ON PLANS REQUIRING ADA- APPROVED GRATE. 4. OUTLET LOCA110N SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS. DOUBLE CHAMBER 1 CATCH BASIN (DC-C�.B NO SCALE NO11ES. 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 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 11GHT 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 l i ,. �• 1-161MOVIL Jill KEY MAP NOT TO SCALE 0-J "0 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 W J H W W tf) DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100- 024-13 FILENAME C5.0_3TRM.dwg SHEET NO C5.3 "m T= s 1\'--FFE= 437.51 (CARPET SURFACE) LLj NITUR t E > S) o m Lu W cn W z mill >9 >,<< x 3.0' DOOR ---x x x X x X xx K> OF- X < <X <> r- <> z <> I <> <>j F-( 0 rri I oll -"�' I I / C6 PROPOSED STORM DRAIN MODIFICATIONS TO BE INCLUDED FOR TENTATIVE APPLICATION I KX i 61 S S'�IR MH RIM \EI EV= 434.88 8"E t= 430.50 8"N IE; 430.46 0 III ill III X'x X, �C >,X, x r7 x x XAA x i8 8 >>> << Oc < ii 9 < )c< < < CINI SHEET NOTES 1. REFER TO SHEET CX.x FOR LEGENDS AND GENERAL NOTES. ,KEY MAP NOT TO SCALE 0 v i CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11-15-13 W Cn m DATE 11/15/13 DESIGNER GTL/DWL PROJECT 2100-024-13 FILENAME C5.0—STRM.dwg SHEET NO z 0 N I i z < • � � N �` - - - -- -- - -- _ - -- X 4" DOMESTIC AN " FIRE PROTECTION BLDG I I I CONNECTIONS TO REMAIN \ 6 " FDC I I I SS G CONNECTION "FDC BLDG CO \ v CONST fi FDC 48.6 LF 6 " FL= 430.70 INSTALL 0 \ ' (1) FH ASSEMBLY '- 4 �\ 0 <�\ -- co o cn _ 6'4 (1) 6" FDC ASSEMBLY \ �� CONST 6 "SS 178.5 LF VA1 6" CV IN BELOW GRADE \ , `` " " co S= 0.0150 FT FT ULT I 8 SD 8 SD CONST 6 "FDC 25.0 LF \ \ -�, ON ST "FD 160.3 - - -- \ cn t \ ° N INSTALL (1) FH ASSEMBLY CONST " l i ! i I � �� CONST 8"W 1 . LF EX BLDG 1 A i i co i 11 \ EX B FL N k114)= 426.07 1 - - -I I I - - - - - - - ! I_ EX 8 "FL SW (IN)= 425.89 I I I I I --- - � - - � EX 8 "FL W (OUT)= 425.84 J -- J L CONST SS MH % _ - - - - - - ` - - - - 6 FL W IN = 428.02 CONNECT TO EX 1 " t WITH 10"x8" HOT TAP _ _----- 6FLE(IN} 428.02 I �� - I AND 8 GV EX 8 FL N (IN) 427.82 y% QQNNECT TO EX " M--- --__�, - Milli - - - -M - - - -- MM - - - - -- - jVi---- /U�N�EX8 "FLS {OUT) = 427.82 -- mm---- MM - - -- `\ M W s INSTALL M " , -M M M M M M M M M M M M W W W W W W I (1) 8x6 REDUCER+ s CONNECT 0 E " ;! WITH 10 "x10" HOT r, EX FIRE HYDRANT H-1 , 1 1 TAP AND 10" GV \ l .-' 1 � / � � ✓,,- � \, j/ �° TO BE REMOVED ? J CIS S 4S - -GS- - CONST 1 O"W 53.5 __ Sc- scj GSAk FER 0 DE AIL 0� 1 ~SO I " C6.0 I II a ONST 6 "W 43.9 r L ... CONST 4 FDC 56.9 LF I II I rn I ISO, N INSTALL II �` I I ` a as U (1) 4 GV (W) CONST 8 »SS 160.0 LF II ii CONST 4 "w 5.o LF I S= 0.0100 FT FT II II - W cvn ps �' \ tLu INSTALL En II 1 II Cif t a (1) WATER METER (SIZE TBD) 0 IL �--- II t W 1 W SD t l s � t � l j B G CONNEC110 1 CONST SS MH II L CONST 4 w 15.0 LF 6 "FL N o I I I (IN)= 429.82 � 6 "F BLDG CONNECTION 6 "FL S. IN = 429.82 If II I l " G CONNECTIO CONST 6"F 1.5.0 LF 6 "FL E ( IN ) = 429.82 II " II 6 "FL= 427.90 I I INSTALL " I I 6 FL W (OUT) _ 429.62 �-''" /1 o CONST 6 "SS 50.3 LF (1) 6 GV (F) I q" SS. l o J `�' S= 0.0200 FT /FT I I " 4 CONNECTION ( I II II =-� SS BLDG CONNEC1ION SS BLDG CONNEC110N CONST SS MH 6 "SS '� I I ( ( 6 "FL= 429.96 II © 6 "FL= 430.65 � � _ � '~� -��' CONST fi "SS 7.0 LF II ( CONST 6 SS 41.5 LF 6 FL N (IN)= 426.92 -.� 'i I BLDG PAD 1 ( II I S= 0.0200 FT /FT " � TRASH CONNECTION � S= 0.0200 FT /FT I l EX 8 "FL W (IN)= 424.95 6 "FL= 427.85 1 FFE= 435.8® i EX 8 FL E (OUT)= 424.95 1 I CONST 4 "SS 13.7 LF �'�`-..� �� � 1 -- -- - --- -- M � S= 0.0200 FT ' --� �� SS BLDG CONNECTION II I �...,. 6 FL= 432.31 I I I " I -II �~ �, _. ..�. CONST 4 SS 4.0 LF � 1 II I S= 0.0100 FT /FT t II fit -- ....� I I II I - '�`'" =�.1�„ �•.,.� � -.� � .��. INSTALL CONST 6 " SS 120.0 LF �...... 1 GREASE INTERCEPTOR ( S= 0.0100 FT FT 1 WATER SYSTEM DESIGN DATA I FLOW TEST INFORMATION 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 HINT H -15 1. DATE OF TEST: 10/28/2013 2. TEST LOCATION: Gateway Mall (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 8105.1, 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 scift 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 scift 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 1 'I 4 FL W {IN }= 432.27 If Sc 4 "FL E (OUT)= 432.19 (I ac,.. �{ If ` CONST 4 "SS 86.8 LF 11 S= 0.0100 FT FT II � CONST 4 "SS 10.1 LF II II S= 0.0100 FT FT 6 " II I S c � ❑ I► TRASH NOC NECTION II II i CONST SS CO 1 6 "FL 431.58 ... 4 FL W IN )= 432.09 • CONST 6 "SS 3.0 LF II i 4 "FL N OUT)= 432.09 S= 0.0200 FT /FT '` SD ° SC- SS MH --r_sc- 4 / 4 FL N (IN)= 431.22 4 "FL S (IN)= 431.22 I (' 6 "FL W (OUT)= 431.02 L EX PRIVATE SS MH DRAINS TO PUBLIC 18 "SS IN GATEWAY STREET 1 t s SHEET NOTES 1. REFER TO SHEET CX.X 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 PROTEC1ON ISOLA11ON VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING CONNEC11ON AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUC11ON 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 ISOLATE TRASH ENCLOSURE. // �• INSTALL �( `\ (1) 4" FDC ASSEMBLY (1) 4 CV IN BELOW GRADE VAULT CONST 4 FDC 6.0 LF 1 �ti INSTALL # (1) FH ASSEMBLY CONST 10 "W 10.0 LF INSTALL (1) 10 "x6" REDUCER (W) U LA- w DETAIL- SCALE 111= 201, -0" 1 NOT TO SCALE NOS 2, 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 - 345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 uj 0 • uj Fm i uj Lu UJI cl) DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C6.0_SSWG.dwg • •1 a� FIRE HYDRANT H- 6 T _ _ f j f BE REMOVED � I I,- P, o t- � \ EX PRIVATE SS MH I I I- I • i i co i 11 \ EX B FL N k114)= 426.07 1 - - -I I I - - - - - - - ! I_ EX 8 "FL SW (IN)= 425.89 I I I I I --- - � - - � EX 8 "FL W (OUT)= 425.84 J -- J L CONST SS MH % _ - - - - - - ` - - - - 6 FL W IN = 428.02 CONNECT TO EX 1 " t WITH 10"x8" HOT TAP _ _----- 6FLE(IN} 428.02 I �� - I AND 8 GV EX 8 FL N (IN) 427.82 y% QQNNECT TO EX " M--- --__�, - Milli - - - -M - - - -- MM - - - - -- - jVi---- /U�N�EX8 "FLS {OUT) = 427.82 -- mm---- MM - - -- `\ M W s INSTALL M " , -M M M M M M M M M M M M W W W W W W I (1) 8x6 REDUCER+ s CONNECT 0 E " ;! WITH 10 "x10" HOT r, EX FIRE HYDRANT H-1 , 1 1 TAP AND 10" GV \ l .-' 1 � / � � ✓,,- � \, j/ �° TO BE REMOVED ? J CIS S 4S - -GS- - CONST 1 O"W 53.5 __ Sc- scj GSAk FER 0 DE AIL 0� 1 ~SO I " C6.0 I II a ONST 6 "W 43.9 r L ... CONST 4 FDC 56.9 LF I II I rn I ISO, N INSTALL II �` I I ` a as U (1) 4 GV (W) CONST 8 »SS 160.0 LF II ii CONST 4 "w 5.o LF I S= 0.0100 FT FT II II - W cvn ps �' \ tLu INSTALL En II 1 II Cif t a (1) WATER METER (SIZE TBD) 0 IL �--- II t W 1 W SD t l s � t � l j B G CONNEC110 1 CONST SS MH II L CONST 4 w 15.0 LF 6 "FL N o I I I (IN)= 429.82 � 6 "F BLDG CONNECTION 6 "FL S. IN = 429.82 If II I l " G CONNECTIO CONST 6"F 1.5.0 LF 6 "FL E ( IN ) = 429.82 II " II 6 "FL= 427.90 I I INSTALL " I I 6 FL W (OUT) _ 429.62 �-''" /1 o CONST 6 "SS 50.3 LF (1) 6 GV (F) I q" SS. l o J `�' S= 0.0200 FT /FT I I " 4 CONNECTION ( I II II =-� SS BLDG CONNEC1ION SS BLDG CONNEC110N CONST SS MH 6 "SS '� I I ( ( 6 "FL= 429.96 II © 6 "FL= 430.65 � � _ � '~� -��' CONST fi "SS 7.0 LF II ( CONST 6 SS 41.5 LF 6 FL N (IN)= 426.92 -.� 'i I BLDG PAD 1 ( II I S= 0.0200 FT /FT " � TRASH CONNECTION � S= 0.0200 FT /FT I l EX 8 "FL W (IN)= 424.95 6 "FL= 427.85 1 FFE= 435.8® i EX 8 FL E (OUT)= 424.95 1 I CONST 4 "SS 13.7 LF �'�`-..� �� � 1 -- -- - --- -- M � S= 0.0200 FT ' --� �� SS BLDG CONNECTION II I �...,. 6 FL= 432.31 I I I " I -II �~ �, _. ..�. CONST 4 SS 4.0 LF � 1 II I S= 0.0100 FT /FT t II fit -- ....� I I II I - '�`'" =�.1�„ �•.,.� � -.� � .��. INSTALL CONST 6 " SS 120.0 LF �...... 1 GREASE INTERCEPTOR ( S= 0.0100 FT FT 1 WATER SYSTEM DESIGN DATA I FLOW TEST INFORMATION 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 HINT H -15 1. DATE OF TEST: 10/28/2013 2. TEST LOCATION: Gateway Mall (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 8105.1, 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 scift 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 scift 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 1 'I 4 FL W {IN }= 432.27 If Sc 4 "FL E (OUT)= 432.19 (I ac,.. �{ If ` CONST 4 "SS 86.8 LF 11 S= 0.0100 FT FT II � CONST 4 "SS 10.1 LF II II S= 0.0100 FT FT 6 " II I S c � ❑ I► TRASH NOC NECTION II II i CONST SS CO 1 6 "FL 431.58 ... 4 FL W IN )= 432.09 • CONST 6 "SS 3.0 LF II i 4 "FL N OUT)= 432.09 S= 0.0200 FT /FT '` SD ° SC- SS MH --r_sc- 4 / 4 FL N (IN)= 431.22 4 "FL S (IN)= 431.22 I (' 6 "FL W (OUT)= 431.02 L EX PRIVATE SS MH DRAINS TO PUBLIC 18 "SS IN GATEWAY STREET 1 t s SHEET NOTES 1. REFER TO SHEET CX.X 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 PROTEC1ON ISOLA11ON VALVES SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING CONNEC11ON AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUC11ON 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 ISOLATE TRASH ENCLOSURE. // �• INSTALL �( `\ (1) 4" FDC ASSEMBLY (1) 4 CV IN BELOW GRADE VAULT CONST 4 FDC 6.0 LF 1 �ti INSTALL # (1) FH ASSEMBLY CONST 10 "W 10.0 LF INSTALL (1) 10 "x6" REDUCER (W) U LA- w DETAIL- SCALE 111= 201, -0" 1 NOT TO SCALE NOS 2, 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541 - 345-5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 uj 0 • uj Fm i uj Lu UJI cl) DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C6.0_SSWG.dwg • •1 a� I CONNECT TO EX 10 '-W F1R HYDRANT _ I 1 6 "FL= 431.09 I) I t WITH 1Q x10 HOT TAP (H- 14 TO BE REMOVED ' ti '� 1 t AND 10" GV I CONST 6 SS 79.9 LF I ` S= 0. 020o FT /FT II EX BLDG 11 1 M- -- - -MM - - -MM f- - -MM- 6SS w w w w w w Li �. l< FFE_ 437.54 W w w W w w (II » j CONNECT TO EX PRIVATE - SS MH I I� G - - _ S4- - - a _ 6 "FL N (IN)= 429.49 ST _ �. _- _ ' _ - _ � REFETO DETAIL 1 EX QL W IN 429.49 EX 8 FL S OUT = 429.29 1 t C6.1 � ) f I t -' r/N fi "W �' I 4 "FDC 74.3 LF ,p { HYDRANT CV L .. L H --1417 TO REM A {N GV (W) �� t Lwu R i - sc uj Lu INSTALL CONST 4 5.0 LF cn W i - 1 tW � INSTALL � { � � �� t � (1) WATER METER (SIZE TBD) 1 /A 4N �► ui i a uj Z J I CONST 47W 15.0 LF �'� fi JAv _ ON LF �, 'L J (l t� INSTALL Jam'' �._ -- W M M M M M w W W W W W W-t-� (1} 6" GV (F) I '- -sC--- SC-- -sue=- ._sC - - -s - -- - a �f I 1. , BLDG AD 2 ') FFE= 436.1 - - - - -�, - t - L _ - __ _ --� I � o � t it I SS BLDG CONNEC11ON I I e 4 "FL= 433.14 � I CONST 4 S SS 4.0 LF ° S= 0.0100 FT /FT INSTALL i (1) GREASE INTERCEPTOR �) 4 FL W (IN)= 433.10 t 4 "FL E (OUT)= 433.02 CONST 4 SS 10.1 LF s " SS S= 0.0100 FT FT i TRASR"'CONNECTION t 4"FL -- 432.94 i CONST 4 "SS 2.0 LF J•- "' i S= 0.0100 FT /FT ,,- --�� j 8 "Sp ` CONST SS CO � 4 "FL W (IN)= 432.92 fi "FL S (OUT )= 432.84 �d--- SC- - -SC- -- - -� -- sC -- sC - - -SC- t i CONST 4 SS 161.8 LF ' - � t S= 0.0100 FT/FT - FT --silt t 1 t 1 t t t t 1 1 - 1 -} 1 - SHEET NOTES 1. REFER TO SHEET CX.X 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 CONSTRUC11ON 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. KEYNOTES 1. PROVIDE SANITARY DRAIN FOR COVERED HYDRAULICALLY ISOLATE TRASH ENCLOSURE. Q - -ps - - -CIS - -C]S- cn Zy CONST " C 12.0 F ct� TALL (1) 4" FDC ASSEMBLY OS (1) 4" CV IN BELOW GRADE VAULT CONST 4 FDC 6.0 LF T 0 INSTALL (1) FH ASSEMBLY CONST 10 "W 10.0 LF INSTALL (1) 10 "x6" REDUCER (W) (1) 10" GV (W) ll_", 2111111 '11111; 1 1111 1 llill�i ol :-I al SCALE 1"= 20' -0" r" I lrlr%g- NOT TO SCALE +fit 2, 19 0 13 1 � ENGINEERS MECHANICAL 0 ELECTRICAL • CIVIL SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 -345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 ui 0 • ui Fm Lu >w DATE 11/15/13 DESIGNER GTL /DWL PROJECT 2100 - 024 -13 FILENAME C6.0_SSWG.dwg J MATCH LINE SEE SHEET C6,3 [ , -SD 7 1 EX BLDG I.., FFE= 43 ?.58 z CONST SS MH No. 9 SHEET NOTES � I f 6 FL NE (IN)= XXX.XX I �--� EX 8 "FL S (oUT }= XXX.XX � 1. REFER TO SHEET CX.X FOR LEGENDS AND GENERAL NOTES. CONNECT TO EX SS MH � I � � � _ 4 FL S (IN )= 427.38 S qLL 2. ALL DOMESTIC WATER AND FIRE PROTECTION WATER CONSTRUCTION EX 8 "FL S (IN )= 428.12 L `° �`" `�T - ° r" ® ® ®� °4Y ` 1 4" ASSEMBLY BETWEEN THE PUBLIC MAIN AND NEW OR EXISTING FIRE HYDRANTS � " _ - - - ,__. ._._. �...y -` I .�- ._._ - - - - - _._ - - - - - - - --- - - �___ _.._ .� � FDC �,� � � 1 , .� EX 8 "FL S IN 425.47 - - �� -- _- - 1 4" CV IN BELOW -�`� DOMESTIC WATER METERS, AND FIRE PROTECTION ISOLATION VALVES _�-= EX 8 "FL W IN = 425.45 _� - - = �= ° = = ° = - = = = = -'' `�-= - - GRADE VAULT �' SHALL BE BY SPRINGFIELD UTILITY BOARD (SUB). ALL NEW DOMESTIC � EX 8 FL N (IN )= 425.42 - - - -MM - - - -MM - - - -MM - - - -MM - - - -MM - - - -MM - CONST 4 "FDC 16.9 LF WATER CONSTRUCTION BETWEEN THE WATER METER AND THE BUILDING EX 8 "FL E (OUT)= 425.38 1 1 CONNECTION AND FIRE DEPARTMENT CONNECTION (FDC) CONSTRUCTION ci X I E A CONNECT TO EX 10 "W SHALL BE BY THE CONTRACTOR. RE i q H -19 TO REMAIN WI 1N 10 x4 HOT TAP _ AND 4" GV TO BE REMOVED w w w w w w w w w w M w w w w w- 3. NEW AND EXISTING BACKFLOW PREVENTION FOR FIRE PROTECTON AND o CONNECT T X M M M .-� - C - - SC - - - - SC - ` DOMESTIC WATER SERVICES SHALL. BE LOCATED INSIDE THE BUILDING AND SHALL MEET ALL SUB REQUIREMENTS. Cam. 1 .s -�. 4. EXISTING 12 -FOOT EASEMENT CENTERED ON EXISTING 10-INCH P `� - -- -. -- ---- - 0 -�� - -- - -- - �-- C PUBLIC r.a ,-- \�� OS OS - � r S aS �-- OS OS OS � ,.. � " `� 1 -I -- 1 WATER MAIN. NEW EASEMENTS FOR NEW PUBLIC WATER TO BE CONST 4 C 7.8 - r,3 I '' COORDINATED WITH SUB. CA CONST eW 9,8 LF I �$ " CONST 4 FDC 96.7 LF KEYNOTES Cos 8 9.6 I t1 i 1. BUILDING SANITARY SEWER CONNECTION. PIPE SIZE, LENGTH, ELEVATION �SC -SC -- -- '.- �C--- SC - - -SC INSTALL �. r- -� % AND SLOPE AS SHOWN. PLUG END OF PIPE WITH MECHANICAL PLUG AND 'c' (1) FH ASSEMBLY ,i / MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION ` 1 CONST fi" 1 WITH BUILDING PLUMBER. REFER TO MECHANICAL /PLUMBING DRAWINGS - SS 00.0 LF r �- I FOR CONTINUATION. I � INSTALL S 0.0100 FT FT ij 1 j t I (1) 4 FDC ASSEMBLY /,. !--� 2. BUILDING FIRE PROTECTION DOMESTIC WATER AND SPRINKLER FDC CONST SS CO SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. p TRASH CONNECTION -' 6'FL= 428.92 1 COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. 1 � I 1 I � 4 " FL= 429.89 � � 1 � � ,.- �°'s°- ' CONST 4 " SS 50,0 LF REFER TO MECHANICAL /PLUMBING DRAWINGS FOR CONTINUATION. � � � CONST 6 " SS 39.1 LF S= 0.0100 FT /FT ` 3. PROVIDE SANITARY DRAIN FOR COVERED HYDRAULICALLY ISOLATE TRASH 10 T / S= 0!100 FT FT 4 "SS 1 ENCLOSURE. 1 11 CONST SS CO I t! / 4 "FL W I= 4 " CSC -- CSC- - SC--- SC--- SC--- SC�-- SC - - -SC -' yo " (N) 2939 I � W B G CON N LION 1 CONST 8 "SS 46.4 LF 6 FL S (OUT)= 429.31 CONST 4 "W 15.0 LF 1 S= 0,0030 FT FT ,-�'` CONST SS MH ! �,, �- ' �° " 6 "F BLDG CONNECTION ° CONST 6 S 4. � EX 8 FL W (IN )= 424.47 `� I �.. / S 1 LF CONST 6 F 15.0 LF CONST SS MH 8 "FL SE (OUT)= 424.45 .- S= 0.0100 FT FT INSTALL 1 8 "FL NW (IN )= 424.31 I '�"' , �,. -' 1 (1) 6" GV (F) } 1 r 8"F1 E (OUT)= 424.29 (� I -' o o , 5 "SS BLDG CONNE 1 BLDG. PAD 4 �I 6 "FL= 429.35 0, FIRE HYDRANT - 1 �� cn 1 FFE= 4 2 Fm a H- -1416 TO REMAIN ' s N 35 W 4"FDC BLDG CONN CTION 1 4" FDC ASSEMBLY CO 3: " " M . SD I cn 4 1 CV IN BELOW W #`� GRADE VAULT 4 "FDC -3 4!EDC BLDG CONNECTON uil CONST 4 FDC 38.8 LF b's s W , t CONST 2 "W 11.9 LF T LSD" 1 z CONST 8 "SS 106.8 LF " 1 I ,-. - 0 0030 FT FT 4 F BLG CONNECTION f,, �,. / _ t 1 _ 1 - 1 CONST 4-717 12.0 LF INSTALL `-- -°- � -{ -w ; w w � w TRASH CONNECTION 4"FL= 425.60 _ so CONST 4 "SS 8.7 LF ,FFE_ 436.10 I I Y n S= 0.0200 � � . _ ! FT /FT 19 F TRENCHING F R ago" 0000 RELOCATED NATURAL GAS 7 ,.•. - - , ,, woo . °" � CONST SS MH 1 8-FL NW (IN )= 423.97 �,� - - - - - - -- - - SC - - SC - - ? SC -� • 8"FL E (OUT )- 423.95 ,.- 7 � I CONST 8 SS 46.4 LF I 6" S B 0 COON CONST S CO - S= 0.0030 FT FT EX 8 "FLD 4'FL= 425.43 " CONST 4 SS 67.9 LF j CONNECT TO EX 8 SS � S= 0.0100 FT FT � 4 FL N IN - 424.07 EX 8 FL E (OUT).= 423.90 Ilk ''. ( CONST SS MH _ _ , 1 , I II ! 1 EX 8-FL W (INN) 423.81 8 FL SE (OUT) 423.80 CI I i 1 1 rl � , Iri 17-T Ei- � � 4 - -` - - -- ®•- iXS(j� -. -- 3'(YJ -_, ii4'#X±- - -3i0`- -- i . . � ^'-_ - 'i = Ci7'^^_ - wig � ._... ° " JJ / � � -` � ~ 1 l Rall MR KEY MAP NOT TO SCALE [ - ?` 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541- 686-8478 F: 541 - 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 a i DATE DESIGNER GTL/DWL PROJECT FILENAME i 0 • • i i di I - 'sc--- Sc--- sc- - -sc -- 1 ° �Imawsc - -sc -- s -- sc- - -sc-- 0000 3 I 1 CON � I 1 1 "co / � / CONNECT TO EX $ "W � 1 � CONST 8 "SS 20.0 LF / � / 8 "W S= 0.0080 FT/FT / 3 / I CONNECT TO EX 8" S — .�-- -, » -- - - - --d 3 ( C NNE TT X S CONST 8 SS 19.6 LF •'�•��? �• • 't� . 8 S= 0.0100 FT FT ww CONST 6"SS 17,4 .. CONNECT TO EX 8"SS S= 0.0200 FT cn cn i ao ... CONST 8 SS 15.21F ''s'�• - _• -- .; . / 1 = S= 0.0100 FT FT _ CON T SS TD 5§.8 LF ' WITH TRAP AND TRAP i CONST SS TD 36.9 LF WITH �, �. I PRIMER - r TRAP AND TRAP PRIMER — — — — — -- i CONNECT TO EX SS MH -4 - CONST 6 "SS 4.9 LF i i I S= 0.0200 FT /FT CONST 8 "SS 26.9 IF I ( I i S= 0,0080 FT FT I iT i QONNECT TO EX 8"SS t 11 I - sc — t I I 1 1 1! i X111 1II 1 1 � 11 1 111 II 1 1 I 1 , 11 11 1 I 3 • �t II 1 CA 3 " I I 1 0 3 � v 1 1 I � e II — \\ `sc---- sc--- sc- - -sc — sc — — sc — — - sc - - 1 \ � 1 I t III li I Iil III III II I it II III l� f �f SHEET NOTES 1. REFER TO SHEET CX.X 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. . 'W` . swum NOT TO SCALE ,NOV ?'45? 5� 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686 -8478 F: 541- 345 -5303 CHECK SET THIS DRAWING PRELIMINARY AND INCOMPLETE AND NOT FOR ESTIMATING OR CONSTRUCTION 11 -15 -13 DATE 11/15/13 DESIGNER GTLlDWL PROJECT 2100 - 024 -13 FILENAME C6.0_S3WG.dwg i • r r I y t` fv� 1 ' r it r t -' U TV x x x 7[TTfl x x x I I I I I I x 1H I I ITT *N ROADWAY /PARKING FIXTURE, ROUND POLE, SQUARE HEAD. 2 HEAD 0 L) FIXTURE SHOWN. REFLECTOR ORIENTATION INDICATED. Q mi TRANSFORMER. 3Q U NOTE REFERENCE. (N) INDICATES NEW DEVICE. LLJ (E) INDICATES EXISTING DEVICE TO REMAIN. �'od (NL) INDICATES EXISTING DEVICE AT NEW LOCATION. UJI I ELECTRICAL SYMBOLS LIST SYMBOL ABBR. DESCRIPTION �-� ROADWAY /PARKING FIXTURE, ROUND POLE, SQUARE HEAD. 2 HEAD 0 FIXTURE SHOWN. REFLECTOR ORIENTATION INDICATED. Q mi TRANSFORMER. 3Q U NOTE REFERENCE. (N) INDICATES NEW DEVICE. LLJ (E) INDICATES EXISTING DEVICE TO REMAIN. �'od (NL) INDICATES EXISTING DEVICE AT NEW LOCATION. SHEET NOTES: 1O ELECTRICAL /COMMUNICATION REDESIGN TO BE DETERMINED BY SPRINGFIELD UTILITY BOARD, OR OTHER FRANCHISE UTILITY. 2O NEW 47 FOOT N.F.G. FITTED NTH (2) EXISTING LUMINAIRES. 3O EXISTING POLE FITTED WITH (2) EXISTING LUMINAIRES. 1.j11IU11NLL1\U MECHANICAL ELECTRICAL CIVIL P: 541- 686-8478 F: 541 - -345 -5303 -r r . �s v r �► �r �� a TMs ]mwm Is PRELIMINARY AND INCOMPLETE 1 I /n'I /I Z - "- X X (E ) \ \ z UJI X L_ %_L_L_L_t 'UH VAULT i H I I 1 i m I f I I I E) %- --------- - --3 _ -- -- t 1 1 MONUMENT SIGN TRAFFIC LIGHT SITE PLAN - LIGHTING /POWER /COMM SCALE: 1 " =60' �\` NO Y FILENAME 2100-024-13e1.0.dwg i 0 mi U UJI > z LLJ �'od UJI UJI I i • 0 >= CL < UJI D Fm 0 < M I W 0 t t SITE PLAN - LIGHTING /POWER /COMM SCALE: 1 " =60' �\` NO Y FILENAME 2100-024-13e1.0.dwg 4111 1111 1111IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIillllill11111111114111 II411414444 II llllllllliiiil 1 ii } -y + } } + } + } + + + } + + + } } } 2.4 2.5 3.4 4.2 3.5 2. 3.2 2. 1.8 2.2 .9 4.0 2.7 27 3. 2.7 1.8 0.8 5 3 3 9 4, +3. + 2 + .6 +3.9 +4.5 +4.3 +2.9 +2.4 +2.3 +3.9 + +4.5 + +4. + . + t3.2 \`.J +3.1 G� .3 y2.7 +2.4 + + + + r +3 t t I -, ' ` 7\\ ,- t , ` 2.6 4.2 5.4 5A 4,2 2.7 2.8 3. 9 3.2 . 2.8 3.6 4,1 4. 3. 6 .9 2 0.8 . I ` . + + , `I ; < _ \\ \ \ ', - ,, , t - ` / \ \ / rV � \ � , f / \ \ 1 � 1 - ' � \ 1 ' ... / BALZHISER y ' I \ \ / / , / ` \ ` \ / / I ll j , 1\ li i ~ <,~ t ,` 'i ( \I , `, { t, , 1t , \` ' ~ < -FTUTMI 0 1 1 1 , `,, 2. 5.3 5.1 5.3 4. 6 7 3.8 3. 3. 4.2 4.6 4. 4.2 6 .5 3. 0.8 , , - - _ + t 4. 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