Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/26/2013TO— L '0 Building Area (First floor ONLY) EXISTING riFG. ON- 0 UTILITY POLE 0 (1 Hotel 9,046 i "1-,-- 0 EXISTING FIRE HYDRANT 0 TO REMAIN W/ 81' 0 WATER SUPPLY Phase 11 -- Hotel 1 ,720 EX15TING 5T Phase III Lot 100 Future 5,000 .................... TO 71 EXISTING STREET SIGN BENCH NEW MONUMENT SIGN TO REMAIN 2 U TR,,46H AS PEP, CITY ORDINANCE. Total Building Footprint 1511716 6 sf 16% NEW FREESTANDING SIGN THE NEAREST CR055-STREETS EXISTING WATER_ I SEE EXHIBITS. PERPENDICULAR TO FRANKLIN BLVD. Landscaped Area 42,166 sf 43% (INFORMATIONAL 5IGNAGE) FROM EACH -51DE OF TH15 APPROACH, 5UPPL Y 10' R O.W. SETBACK Impervious Surfaces 40,412 sf 41% ARE MORE THAN 500' FROM TH 15 CENTERLINE. 031V VICMTY MAP TOTAL SITE AREA 98,344 sf (2.28 Acres) 100% \"V 0 EXISTING 5, 3,4 BENCH North EXISTING PHONE LONG TERM 00 Cal Younq 0 -5 -01 F PARKING PARKING 5UMAKY CABLE Al WAYfIND1ING=5--. BICY( 4D kd Bdd�q Vi EXISTING STREET SIGN -KA13LE ROOM IN I-Or TO REMAIN 51GNAGE�, TO REMAIN. (4) 51:1'ACE5 (MIN.) 79 5TANDARD 5PACF5 TOTAL Urn -APPROACH 03 COMPACT SPACES TOTAL EXISTING ENTRY 55ETBACK REQUE5TED TURNING MOVEMENTS. TO REMAIN Z" G 04 ACCES5113LE SPACES ADD NEW CONC %1-:1 Harlow RETF A POLE wtcr�ons -well F 0 8G PARKING 5PACF5- TOTAL FULL ACCESS. ', ", 1, " I I I 0 0 CMV FUTURE PARKING 22' LEFT IN RIGHT IN PLANTEWLAZA I EfT OUT I RIGHT OUT Pafk Eugene _x \7- 1 A D''85 VK`11T P "OPOSE __0TEL . x 00 ? /'PHASE I EX15TING FIRE HYDRA�a ......... . 40.,41 L 12 UNIT HOTEL­ _-FIVE- W/ 51' 0 WATER 5JJPPLY, -,STORIES,,,/ ± , �O 1,720 SQ. FT, JNG HEIGHT) '0 0 1" A kao n FT V116t V It 2 0, Al- 44,0111Cr L15E BLE 0- 22 FUTURE PARKING SPACES 0 0 0 \ O It Z 50'--+- WETLAND BOUNDARY 12 17-03-34-33-700 TEMPORARY ELEC. C. ,r,. ,r. ... LOT 700 UTILITY r-ULZ 1.31 ACRES ,5GO43' 351W 53 c-5 11w N6201212011W 179.05 58GO43'35 13 .82' X 13Z - 0- 0 0- IJO W.W. MAN HOLf- 0 U_ ON TAX MAP _ ATpROX 154-o0 FT- [)IMEN51ON 110'T OVE.-RALL SITE PLAN- INPIF SCALE: 1 =20'—O" 0 in 20 40 GO 50 100 ARC LYNMULIE A. BN®RMEMMIME A�5 tP, VANCOUVER, WASH. OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho k LMM a IM Ekk;1�111V= CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CC8* 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES 85-UNIT HOTEL 3005 Frankfin Blvd. Eugene, Oregon 97403 SCALE: 111=20'-O" DATE OF ISSUE: June 25, 2013 CeSIGN X 6 A4x 3,20LI Afff?,OV& Fe;MIT VOCIJIM I'U9 TI, 2W camua DOC. FEMONS DATE W13JECT A A A 7�'naI � -'ocao� s,� �i� T om. ro-t I D f', n ') JL ft.,X W 4b.11 e,j OK paivl� I I T1'P 2-1/2 15<2-1/2 111. -1 TYP lPAINtW o� �t 2 -1/2 0. EN.AL C AI t D) ( ANT 15<3 11 L 1 X ROD CORK METAL l A � (PAINTED) I � AI T D) 1/211 >411 6 POST H N !.E l INtED) ( AINtED) 2- /Z' -i/2 "L 211 TIP +t 1 -2 1� HINGE DETAIL a -4ASi= DETAIL 03 G .DETAIL. (PAINTED) ING F I/,- - "'I (PAINTED) I � D) Qt STONE WALL CAP BOND BEAM MARDI -PANEL SIDING D} Cx,atE DETAIL GATE BOt DETAIL (o" CMU ABOVE BASE 1 8" CMU BLOCK WALL STONE DRIP SILL 1 M04 ROW BAR 0 TOP 4 BOTTOM I W1 04 VERTICAL BAR e 2' -0" O CXY MIN. CLEAR) (BOND BEAM) 1 STONE VENEER MIN E STONE DRIP SILL 11 SLOPE GRADE AWAY 11 FINISH GRADE } 79171 NOOK 04 BARS, INTO III FOOTING a T -0" O.C. � 1 1 11 _ _ 1 (3) 04 BARS, CONT. m •4 WOK X2' 'e16" (10) •4 E is 1' -0° C 41. GATE STRIKE DET !L ra=y} d Zl4DE An QEIONAL SST G ONE COPIN OR ---- ---- 2x8 COPING SIDING (MATCH BUILDING COLD OPTIONAL STONE SILL OPTIONAL ------ STONE VENEER (BORDEAUX - C NNW I FRONT ELEVATION r . 7 w 112" CLR MIN AIL CORK METAL (PAINTED) 2 - 1/2 11)d -I/2 "L TYP (PAINTED) e rL ril (PAINT6D�- CORK METAL (PAINTS 2- 112 "X2 -112 "L TYP (PAINTED) GATE POSt DETAIL i 4° DIA STEEL BOLLARDS FILLED W/ CONCRETE, TYPICAL "RE SFIOILN. O T O -dl ol llwimiwu EDGE OF CMU WALL 31iv�!!L TYP (PAINTED) HINGE (PAINTED) FLOOR IN - (SEE CUT SN 75) 8" CMU MALL b' -0" NIGH 10' -0" X 6' -0" NIGH UAWUGNT IRON GATES MOUNTED ON STEEL BOLLARDS FILLED V CONCRETE 8' -0" MINIMUM CONCRETE APRON TRASH ENCLOSURE PLAN 10 RUBBLE) SIDE ELEVATION OPTIONAL GATE AT NORTH SIDE 7 H. w a OtiJI t- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E E CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA , ORE. 97038 CCB* 130039 PH. 503 - 691 -8311 FAX 503 - 691 -8510 CANDLEWOOD 'SUITES i 3005 Franklin Blvd Springfield, Oregon 97403 SCALE: 1/411:11.011 DATE OF ISSUE: June 11, 2013 -1 I 111-03" g' -O)" X-oill, MAINTENANCE GARAGE PLAN. 5CALE: 1/4"fl'-O" CUT EVERY T44M BLOCK FOR VENTILATION L610 a EA. BLKG PLATE COW PREFA5 TRUSSES EA INTO 5LKG. O.C. C Ex 2X FASCIA 141 CLIP a EA TRUSS PLATE COW Oy 0 0 2X4 RIBBON W1 2-16d PER CONTACT 2X4 JOISTS is 21-0" O.C. OPTIONAL 70 SP. - SEE SHEARIMLL SCHEDULE 2X6 STUDS VENTED SOFFIT CONCRETE SLA5 FOR EMERGENCY GENERATOR U TRUSS/PLATE CONNECTION 5CALE: P=V -0" 2* 11,1000 STUDS is 16" D.C. V211 PLYWOO SHEATHING 2x6 F.T. SILL PL ATE, W1 5/6"? x 10" x 3" A.B. -----\ 48" O.C., TYPICAL. (URO.) PLYWOOD EDGE NAILING EXTERIOR GRADE L 0000 STEM =(01 I • 11-411 FOUNDATION NOTE: SEE MAIN BUILDING SECTIONS FOR PERIMETER INSULATION LAYOUT, 4" CONC 5L,6S OPTIONAL (ox(o 1.4/1.4 W.W.M. 2" SAND BED 4" CRUSHED ROCK • Washington X AS PER IBC. New Mexico Michigan CLASS "An SHINGLES Colorado % OVER 150 ROOFING FELT TOP OF SLAB Utah 2" RIGID INSULATION Georgia OF FOOTING ANUFACTURED ROOF TRUSSES. 12 2 5 CONTRACTOR TO VERIFY S596' COMPACTION IN THIS AREA 2* S BARS, CONT. 4- S FOOTING AND Cq LU TOP OF STEM WALL. 511 BOX GUTtR EER 2x8 FASCIA 50AWD 44 a 24" O.0 IFIRE -STOP 5LOCKIWG ALT. HOOK EXTE'RUTOR FOOTING DETAIL. 5CALE: P=V-V OVER GENERAL NOTES- NOTE: 1, ALL PLUM5IWG AND DRAINAGE LAYOUT TO BE VERIFIED WITH EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. ATTIC ACCESS AND VENTILATION SHALL BE PROVIDED AS PER I.B.C. 3. ROOF DRAINAGE SHALL BE PROVIDED AS PER 1B .C. TOP PLATE in 0 Ti ROOF VENTS, Washington Wyoming AS PER IBC. New Mexico Michigan CLASS "An SHINGLES Colorado % OVER 150 ROOFING FELT TOP OF SLAB Utah OVER 1/211 11CDx11 PL-y1jjOOr) Georgia OF FOOTING ANUFACTURED ROOF TRUSSES. 12 2 5 R-36 ATTIC INSULATION 2 FSON HURRICANE CLIPS, TYP. N, 4- 511 BOX GUTtR EER 2x8 FASCIA 50AWD IFIRE -STOP 5LOCKIWG Is 8' -00 VERTICAL I STOP 2X 6L FIRE MOCKING W/ SCREENED MT (2) LAYERS OF fif &'-Ou VERTICAL it EVERY THIRD )BLOCK 5/8" TYPE fix" GJ05. 5/80 TYPE uxn GJJJB. MARDI- PANEL SIDING :1/2" SHEATHIN6cs (SEE BELOW) GARAGE DOOR SHOW )Ni 2x(6 WOOD 611JDS 0 Ibn O.C. WINDOW SIMILAR, V R-15 WALL INSULATION TERIOR PLYWOOD, SHEATHING (APA GRADE STAMPED) W/ ad 0 61, O.C. 0 EDGES W1 Od is 12" O.C. 0 FIELD, OLID BLOCKING I'D JOINT LINE. THICKEN SLAB AT EDGES, TYPICAL. 2* P.T. SILL PLATE IN, V 5180? A.B. is 48" O.C. TOP OF SLAB � I III III- -� , � -� , ,---�- � --�i - � ,III l I , I I 1 1I- AAF 017 12 11 4 TTH. CONCRETE SLAB-ON- E W/ (011x6" " Wwm. b" THICK FOUNDATION WALL OVER 2" COMPACTED $AND L ON 8" THICK x 16" FOOTING OVER 6 MIL VAPOR BARRIER 6B OF FOOT W12, $4 BARS, CONT. OVER 4" GRAVEL BASE )P 4 BOTTOM OF FOUNDATION SEE DETAIL 2 0 RETAINING UALL 2 BUILDING SECTION SCALE: 112 1=11-0ll U® 0 FM 0 To",5LA5 man BOTTOM cp OF F;OQM-"1 2x10 ROUC-44 5AUN HARDI-PANEL SIDIW L CEDAR TRIM BOARD TO MATCH MAIN 5UI III EAST ELEVATION SCALE: 1/411=10i-oll TOP KATE % %: % .. 7 % % % % % TOP 3 BCTTOM "RW)TING UjN BEVELED OIDIN , WO ROUGH 6 TO MATCH MAIN BUILDING CEDAR TRIM 50RAD WEST ELEVATION SCALE: 1/4"=1`-0 12 15 I I irolara"i LPA 9 M- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado % Florida TOP OF SLAB Utah BOTTOM Georgia OF FOOTING N0►RTH ELEVATION SCALE: 1/4"=1'-0'1 12 TOP PLATE 4- LPA 9 M- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho M E i► '� CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CCB* 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOE] SUITES 85-UNIT HOTEL 3005 Frankh Blvd. Springfield, Oregon 97403 SCALE: 1/411-11.011 DATE OF ISSUE: Jury 11, 21?�13 to N to C> re :r 'V O C) 20. ROOF PLAN 5 12 SA2 •6 TT PLYWOOD PAINT qO COLOR fi STEEL E. I. F. S. C-4 L ASPHALT SHINGLES A ELEVA "OE 0 TION 15 'Mm"A I ASPHALT SHINGLES ROOF MATERIAL TO BE ON 2 LAYERS OF 15 LB. FELTS PROVIDE CONT 2 1/4* ALUM. DRIP EDGE - PREFINISHED 16" EXT. GR. PL **KING. 14, -6,. 13'-6" C.L. TO C.L. OF BEAM 12'-5 1/4" (G.C. TO FICELD VER=Y) 16" 0 6'-0" LONG CONCRETE PIER - TYP. FOUR CORNERS PER STRUCTURAL GRILLE BY OWNER DIRECT GAS LINE T REQUIRED TO GRILLE X 8" 0 16" O.C. TYP ci I 1. 1 GRILLE FOR 83 UNIT BLDG. r - 2 X 12'S W/ 1/2- PLYWD. M' 2. 2 GRILLES FOR 113 UNIT BLD( ACER. (TYP.) GLUED NAILED CORE DRILL HOLES IPSON - H3 CL EA- RAFTER IP I TO REC'V. VERTICAL It C-) LEGS OF RAILING ILD I T.O.S = SEE CIVIL SET RAIL IN NON- SHRINK GROUT 8 TYP.) HT/FAN COMBO (SUP LIED BY OWNER) 8- PLYWOOD (AB) UN)ERSIDE 1711 I ci In LOR TO MATCH UPPER 4-r CONCRETE SLAB W/ v c3 EA OF F.I.F.S. 'R/COLUMN BELOW 9 ROOF FRAMING & CONNECTOR PLA :31W = 4V '1 1/2" JOIST PLATE- ITEM MFGR. LOCATION 01 CCL L & R SIMPSON COLUMN CAP H .3 SIMPSON STD. JOIST CLIP TYP. A 35 SIMPSON FRAMING ANCHORS - ONE SIDE 16" EXT. GR. PL **KING. 14, -6,. 13'-6" C.L. TO C.L. OF BEAM 12'-5 1/4" (G.C. TO FICELD VER=Y) 16" 0 6'-0" LONG CONCRETE PIER - TYP. FOUR CORNERS PER STRUCTURAL GRILLE BY OWNER DIRECT GAS LINE T REQUIRED TO GRILLE X 8" 0 16" O.C. TYP ci I 1. 1 GRILLE FOR 83 UNIT BLDG. r - 2 X 12'S W/ 1/2- PLYWD. M' 2. 2 GRILLES FOR 113 UNIT BLD( ACER. (TYP.) GLUED NAILED CORE DRILL HOLES IPSON - H3 CL EA- RAFTER IP I TO REC'V. VERTICAL It C-) LEGS OF RAILING ILD I T.O.S = SEE CIVIL SET RAIL IN NON- SHRINK GROUT 8 TYP.) HT/FAN COMBO (SUP LIED BY OWNER) 8- PLYWOOD (AB) UN)ERSIDE 1711 I ci In LOR TO MATCH UPPER 4-r CONCRETE SLAB W/ v c3 EA OF F.I.F.S. 'R/COLUMN BELOW 9 ROOF FRAMING & CONNECTOR PLA :31W = 4V '1 1/2" JOIST PLATE- --- '�J-p — -- - -1 'Jl-& NA0 WWF 6 X 6 2.0 X 2.0 4.'-6 314 ON e SAND GRANULK C.L. TO C.L. l FILL CENTER RAILING W/ J BO Ti T OM SECTION OF COLUMN Ej 15/SA 4'-0- TYP. 80TH S, D FE S -NOTE: GENERAL CONTRACTOR SHALL VERIFY THAT ACCESS TO GAZEBO SIDEWALK IS HANDICAPPED ACCESSIBLE (ADA REQUIREMNETS) 1 8' FOOTING / RAILING FLOOR PLAN 4-3/4-0 THROUGH BOUTS W/WASHERS 6" 1 1/2" (72'YO.) I ( rY5-5 -f 1/4"x87x1 2" PLATE ANGI E TO MATCH Hi 12" 13R 10 3/4" DETAIL I 11T - 1'-w 1 X 1/8- TOOLED JOINT 20 E.I.F.S. - COLOR A" TYPICAL 4" CONC. SLAB W/ 6X6-6/6 WWM 0 CENTER • POUR s� Vii! RNER FRAMING DETAIL 5/8" EXT. GYP. BD. 3W =1'-T 110 =1'-w 0 ASPHALT SHINGLES 2 X 8 WOOD JOIST 2-15# LAYERS OF FELT 9/16" EXT. GR. PLYWD. �§A,2 OR OSB SIMPSON - H3 CLIP 0 ALL RAFTERS CONT. ALUM. METAL (VERIFY W/ STRUCTURE) DRIP EDGE-PREnNISHED :0 1X2 WOOD. BATTENS (45* ENDS) s. AS PLYWD. - COLOR CONT. SEALANT —3/8 & BACKER ROD "A" TYPICAL 2X BLK*G 0 EA. RAFTER SEALANT W/ CONT. BLKG. 0 BOTT. 04 BEAM BEARING I 1 1" E.I.F.S. - COLOR ........... 3/4" EXT. PLYWOOD " EL 107'- SIDE & BOTL A TYPICAL -4- BEAM BEARING 107' -8- 1/2" PLYWD. SPACER CON CONT. DRIP E.I.F.S. -COLOR 1" E.I.F.S. - COLOR TS 6 X 6 "B" (TYP.) "B" TYPICAL 11 # 10 -3/42* Is 6x6 COLUMN BlE0AM COLUMN 1$•0 3/4" 4 TUBE STEEL 6" X 6n I" I.F.S. COLOR E.I.F.S. CHANGE EL. 103' -{3" ##D" (TYPICAL) C14 < re PREFORMED PANEL EDGE o 5/8" EXT. GYP. BD SA2 'y <! 2 X 4 TREATED METAL RAILING CONCRETE (PTD) WOOD FRAMING W <i ti 'X a-] --------- L4" CONC. SLAB 4 F FINISH 1 1/2 TOP 0 FLOOR A2 'YELEV. 100— 4 4 t�4 - 00 FINISH FLOOR FINISH EL 1000 '-0 GRADE ► A 116"0 X 6'-0p DEEP FINISH GRADE FOOT GS PER STRUCT. CONCRETE PIERS 0 EA. COL. EXTEND POST 5'-0" INTO tONC- PIER TYPICAL WALL SECTION COLUMN 1 irz -1'-0" 31w =,r-v TS 6 X 6 • + 13'-6" CENTER TO CENTER UPPER SECTION OF COLw Ct�R�`RO�..�t311[��" 0 CUT RAIL END BACK 3/4- TO RECEIVE COLLAR. SECURE 1'--0 3/4" COLLAR W1 3 1/2- LAG SCREWS TO BLKG. 1 1/2" TOP RAIL (TYP.) BLOCKING CENTERED AT BASE (TYP 1" E.I.F.S. - COLOR 4" CONC. SLABi 1/2- RAD. -C- (TYPICAL) 7 T. r 5/8- EXT. GYP. BD. IS 6 X 6 X11 I..� s " �� ��I� ���� ��� 13'-6" CENTER TO CENTER BAS SE ION OF COLUMN 1 IW= 1*4r O 3/491 TURN DOWN EDGE 0) SIDEWALK I lk=.w V E.I.F.S. COLUMNS AT FOUR CORNERS NOTES: 1. ALL SIGNS SHALL BE MINIMUM OF 18 GA. 1/2- EXP. JOINT FILLER STEEL WITH BAKED ON ENAMEL FINISH. CONT. AROUND GAZEBO PROVIDE WITH PRE-PUNCHED MOUNTING HOLES. AT SIDEWALKS SEALANT 2 SIDES OF PIER 2. POSTS: 2"x2" STEEL TUBE PAINTED BLUE. CONC. SIDEWALK 4" CONC. SLAB CL �- ;V* PAM fty A "9 ---ft MY ZW .X ..... 00 SIGN PER NOTES #,I UP" M MA X " I> 16"0 X 6'-0" DEEP 8 < POST - SEE CONCRET E PIERS <0 C>i 1 M -Y NOTE #2 1 co! BANE AT COLUMN He SIGNS 110 = 1'-w 31,V = 1*-W STATES LICENSED. Washington Wyoming Oregon New Mexico Michigan, Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho CANDLEwoo- D- SUrrES fN rx%.jTEL 3005 Fm kn Blv& sprbL t Ids Oregon 97403 11 SCALE: 1/4 w 1111 Noll 0 OF ISSUE: Jume 11., 2013 M% COaMT6 Apr 3, 2013 APPROVAL 40PWYAL 19RMIT1 000 M04TS Mag 21, 2013 BID DOMITS DATE WBW=.CT A 3/4- BOLTS L. TYP. BOL -RNG QT 7 M ECC46 P PLYWD.:: SPACER SWITCH \1 1A DUPLEX OUTLET L4 NOIE: PLATE 1/4"x8"X1 GO — —ECCO4 BY HAYS COMPLETE THROUGH BOLTS "REQUIRED WffiWASHERS 9" PITCH - USE WASHERS 2-2xi 2 1 1/2- FLY. PROVIDE 120V GF1 SPACER 3 3LUED & : DUPLEX IN WEATHER- S : N PROOF RECESSED BOX, SEPARATE CIRCUIT, 0 P PLYWD. SPACER INSIDE OF GAZEBO 2 2-2x10 W/ 1 4" WWF 6 X 6 2.0 X 2.0 4.'-6 314 ON e SAND GRANULK C.L. TO C.L. l FILL CENTER RAILING W/ J BO Ti T OM SECTION OF COLUMN Ej 15/SA 4'-0- TYP. 80TH S, D FE S -NOTE: GENERAL CONTRACTOR SHALL VERIFY THAT ACCESS TO GAZEBO SIDEWALK IS HANDICAPPED ACCESSIBLE (ADA REQUIREMNETS) 1 8' FOOTING / RAILING FLOOR PLAN 4-3/4-0 THROUGH BOUTS W/WASHERS 6" 1 1/2" (72'YO.) I ( rY5-5 -f 1/4"x87x1 2" PLATE ANGI E TO MATCH Hi 12" 13R 10 3/4" DETAIL I 11T - 1'-w 1 X 1/8- TOOLED JOINT 20 E.I.F.S. - COLOR A" TYPICAL 4" CONC. SLAB W/ 6X6-6/6 WWM 0 CENTER • POUR s� Vii! RNER FRAMING DETAIL 5/8" EXT. GYP. BD. 3W =1'-T 110 =1'-w 0 ASPHALT SHINGLES 2 X 8 WOOD JOIST 2-15# LAYERS OF FELT 9/16" EXT. GR. PLYWD. �§A,2 OR OSB SIMPSON - H3 CLIP 0 ALL RAFTERS CONT. ALUM. METAL (VERIFY W/ STRUCTURE) DRIP EDGE-PREnNISHED :0 1X2 WOOD. BATTENS (45* ENDS) s. AS PLYWD. - COLOR CONT. SEALANT —3/8 & BACKER ROD "A" TYPICAL 2X BLK*G 0 EA. RAFTER SEALANT W/ CONT. BLKG. 0 BOTT. 04 BEAM BEARING I 1 1" E.I.F.S. - COLOR ........... 3/4" EXT. PLYWOOD " EL 107'- SIDE & BOTL A TYPICAL -4- BEAM BEARING 107' -8- 1/2" PLYWD. SPACER CON CONT. DRIP E.I.F.S. -COLOR 1" E.I.F.S. - COLOR TS 6 X 6 "B" (TYP.) "B" TYPICAL 11 # 10 -3/42* Is 6x6 COLUMN BlE0AM COLUMN 1$•0 3/4" 4 TUBE STEEL 6" X 6n I" I.F.S. COLOR E.I.F.S. CHANGE EL. 103' -{3" ##D" (TYPICAL) C14 < re PREFORMED PANEL EDGE o 5/8" EXT. GYP. BD SA2 'y <! 2 X 4 TREATED METAL RAILING CONCRETE (PTD) WOOD FRAMING W <i ti 'X a-] --------- L4" CONC. SLAB 4 F FINISH 1 1/2 TOP 0 FLOOR A2 'YELEV. 100— 4 4 t�4 - 00 FINISH FLOOR FINISH EL 1000 '-0 GRADE ► A 116"0 X 6'-0p DEEP FINISH GRADE FOOT GS PER STRUCT. CONCRETE PIERS 0 EA. COL. EXTEND POST 5'-0" INTO tONC- PIER TYPICAL WALL SECTION COLUMN 1 irz -1'-0" 31w =,r-v TS 6 X 6 • + 13'-6" CENTER TO CENTER UPPER SECTION OF COLw Ct�R�`RO�..�t311[��" 0 CUT RAIL END BACK 3/4- TO RECEIVE COLLAR. SECURE 1'--0 3/4" COLLAR W1 3 1/2- LAG SCREWS TO BLKG. 1 1/2" TOP RAIL (TYP.) BLOCKING CENTERED AT BASE (TYP 1" E.I.F.S. - COLOR 4" CONC. SLABi 1/2- RAD. -C- (TYPICAL) 7 T. r 5/8- EXT. GYP. BD. IS 6 X 6 X11 I..� s " �� ��I� ���� ��� 13'-6" CENTER TO CENTER BAS SE ION OF COLUMN 1 IW= 1*4r O 3/491 TURN DOWN EDGE 0) SIDEWALK I lk=.w V E.I.F.S. COLUMNS AT FOUR CORNERS NOTES: 1. ALL SIGNS SHALL BE MINIMUM OF 18 GA. 1/2- EXP. JOINT FILLER STEEL WITH BAKED ON ENAMEL FINISH. CONT. AROUND GAZEBO PROVIDE WITH PRE-PUNCHED MOUNTING HOLES. AT SIDEWALKS SEALANT 2 SIDES OF PIER 2. POSTS: 2"x2" STEEL TUBE PAINTED BLUE. CONC. SIDEWALK 4" CONC. SLAB CL �- ;V* PAM fty A "9 ---ft MY ZW .X ..... 00 SIGN PER NOTES #,I UP" M MA X " I> 16"0 X 6'-0" DEEP 8 < POST - SEE CONCRET E PIERS <0 C>i 1 M -Y NOTE #2 1 co! BANE AT COLUMN He SIGNS 110 = 1'-w 31,V = 1*-W STATES LICENSED. Washington Wyoming Oregon New Mexico Michigan, Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho CANDLEwoo- D- SUrrES fN rx%.jTEL 3005 Fm kn Blv& sprbL t Ids Oregon 97403 11 SCALE: 1/4 w 1111 Noll 0 OF ISSUE: Jume 11., 2013 M% COaMT6 Apr 3, 2013 APPROVAL 40PWYAL 19RMIT1 000 M04TS Mag 21, 2013 BID DOMITS DATE WBW=.CT A CANDLEwoo- D- SUrrES fN rx%.jTEL 3005 Fm kn Blv& sprbL t Ids Oregon 97403 11 SCALE: 1/4 w 1111 Noll 0 OF ISSUE: Jume 11., 2013 M% COaMT6 Apr 3, 2013 APPROVAL 40PWYAL 19RMIT1 000 M04TS Mag 21, 2013 BID DOMITS DATE WBW=.CT A r SCH 40 FWE / t2-TM M 3 LOOP -5 DIKE 3W LONG -- t {jj+ t t i i f a � t 1 o 0 L e*r FMsars tSV SURFACE WA)UMNS ENZED MOUNn wfi W04 -n-3 Bike Rack, Model BR. -1.e, F?471011. �fL i*wc IMMI e i Mo---- W x2• t f 114 x 1 f!Z" BAS RING Cn TR1224 Trash Receptacle Dome Top with Hinged Open CU LD _ Cif rn r •c� e,0 .i-► a cL rn 0 TRASH r�� LE M, SPECIFICAMNS MATERIAL The BIZ-15, bike rack shall be fabricated with 2" sch. 40 steel pipe (2.376' 01)} .154 wall. I'rpe shall conform to A5TMl A53. Bend, shall be produced by mandril style rotary drawn bending procedure. PROTECTIVE COATINGS Powder Coatfng: Following fabrication bike racks shall be cleaned and treated with an iron phosphate process prior to the coating application. This process shall include a non - chromated alkaline cleaner. and an iron phosphate treatment followed with an acidic seater for maximum adhesion. The protective coatings shall be either polyester or polyester TGIG powder. Following application the parts shall be baked until properly cured The coating shall be a minimum of 4 mils thick on all surfaces Options for firdslu Corrosion resistant undercoat, strongly recommended Nat— Unless otherwise spec&A bike racks shall be powder coated a standard FairWeather cobra Hot Pip Gaivaniking, instead of powder coatirs Following fabrication, the bike rack shall be hot A galvankwd to standard A51M AIM 3 to 4 rails thick. Options Mounting: lambed, surface mount Cast aluminum base covers !'lease Note: For permanent embed, depth and diameter of inetailai€on hale may vary with soil conditions. Consult project engineer for correct dimensions. Fairweather Site Furs 360- 895 -2626 or Toll Free 8DD_32?-1i98 Part Orchard Wwhing n 0r �cr X. r r SPECIFICKnONa MATEMAL The TR 1224 trash receptacle shall be fabricated with 114x 11IZ' mild steel vertical elate, we€ded to V4 x 1 V2" hoops: Flared straps shall be welded to 11Z" rod All steel shalf conform to A51M A56 hot roped steel and shall be wheetahwW prior to fabrication. Uner shall be standard 20 gallon galvanized metal can powder coated to match the receptacle. Anchor bolts by others WELDS Ali welds between flat straps shall ba smooth. continuous fillet welds ground smooth where necessary, to remove any burs or sharp edges There flared 6trapb meet 112" rod. all gelds are ground smooth for appearunto PROtECi: iVE COATM S Following fabrication the receptacles shall be cleaned and treated with an iron phosphate process prior to the coating application. This process shall include a non- chromated alkaline cleaner and an iron phosphate treatment follawed with an acidic sealer for maximum adhesion. The protective coating shall be either pol�iester or potyester TCAC powder applied by the dry electrostatic method. The resultant coating shall be minimum of 4 mills thick on all surfaces ornoms Flat top Dome top whinged side opening Keyed lock Fairweather Site Finings 160-M-26-76 orToll Free 800 -a"..� -1718 +Portz Owhw & Nvashingtan Hit�listdOS Sibervtaes4i�s vision �i LYLE A. BREMMEYER � VANCOUVER, WASH. OF 9=91ZIOG -1 6h2f i3 Mc*ar Stanley, Litter Receptacles, Park Berictm, Ash Urns, Piarders, Tables, Tree Guards, TeakBerrches, Bile Racie, Ralf- numited Seating, Site Ftmftre TAN IN rr Washington s Imo: FwnMk re, _q= 19(2- _W-VIC"IM '' C -go, Classic Series ; CR -138 print : close window Texas Colorado Model CW138: The refined style and grace of the CF-138 bench Florida mattes it one of the most appealing choices for pct sites. Utah Lengths: Georgia 4 or 6 ft (1,2 or 1.8 meters) lengths. i Idaho Options: hternredrate arrrrt'ests. Lbdel CR -138: Formed vertical steel scrolls. • Mod 1. s�$: Wood Slats or 2nd Site Systems reinforced - recycled plastic Slats. 's : ; l; " - • Model tSF-138: Horizontal Steel slats. - �: Traditional ladderiack d es 9 ' n. - e M�7M !38 Horizontal solid Steel rods. ,� V.ilRi Standard: Modell CRr138: Classic Series Bench All faifcafed me1W components are steel shotblasted, etched, phosPhafted, preheated and electrostatic* powder-coated with - TG€C polyester powder coatergs. Victor Stanley castings are genuine DUCTIL154IRlMand carry our 10-year warranty against breakage. Powder Coating Collor Options Powder Coating Colors - ARCHITECTURAL SERVICES Lyle Andrew Sremrneyer, Architect 7600 N.E. 41st Street, Suite #330 Vancouver, Washington 98662 (360) 892 -9090 FAX (360) 892 -2148 www.WedgwoodServices.com I I STATES LICENSED: Washington i11 i• C -go, NewMexlco Michigan Texas Colorado t i Florida : Utah Montana Georgia Mimud i Idaho L akhn Blvd eld, Oregon 91403 1 --�: •i ii e • .tD s- vhwmctc)rstedeycaffdoroftWpnrdVersion asg Md=69# STUDIO UNIT "AA" 4; r -- --------------------- - -_.-_ I I I SPRK STDP SIT BIKE 4 STORAGE (5) T 6 MEN'S ELEC ROOM 7 1141 OFFICE F--1 I 129 L—J' 01 r --- I CORRIDOR VC STUDIO STUDIO EXERCISE -- . 1 ---- BUSINESS UNIT "AA" UNIT "AD" ROOM CENTER 0 HANICoAL > OMEN'S GUEST 00M LAUNDRY 130 C4 r I LENDING "ITJ 00 0 LOCKER T CIPBOARD 3,500 LBS. 1-i Lj ELEVATOR oil LEV hOA F126 oil R1 -TEQUIP /All 10221 1 N 11 0 0 II 127B IT— r( I C, Mr ro 07 3- 9 T LJU— r T CORRIDOR i i i i CORRID R 1132 ---------------- f rn ------------------------------------ AF-[T.1 I 16 A • lv_e SUITE UNIT "BA" STUDIO UNIT "AB" 0 .1111111n, ------------------- BR K M. I Q1 Q1 I VFATIRt H F ------------- — — — — — — — C D T U il'Arl \L1 04 a 9 CV I 3 Z? Zo 'r- ZA I A/I I CM a Ij L S/T BIKE STORAGE (5) L--------------- J 16'-0" U Go 00 8 10, ARC LYLE A. BRBIMEYER VANCOUVER, WASH. O���s 9�� OF ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington 5 1 91 New Mexico Michigan Zo V- Colorado Arizona Z? Zo 'r- ZA I A/I I CM a Ij L S/T BIKE STORAGE (5) L--------------- J 16'-0" U Go 00 8 10, ARC LYLE A. BRBIMEYER VANCOUVER, WASH. O���s 9�� OF ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho Ek ..4"Milm CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CCB* 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES 85-UNIT HOTEL Franklin Blvd. Springfield, Oregon 97403 SCALE: r :t DATE OF CM ISSUE: June 11, 2013 DES04 WaMft Apr 3,2013 ADMOVA. APMV& KWIT DOMM-5 tbq 21,203 BID 000-tw-s Ca4TRXT rr FW151M DATE SuBaff /4\ A FIRST FLOOR PLAN 2 co M STUDIO STUDIO STUDIO STUDIO UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" 201 1 205 207 209 Idaho co cn 9 ZD 2 co M ............. ........... ........ i i STUDIO STUDIO STUDIO STUDIO STUDIO UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" 201 203 205 207 209 Idaho co 9 ZD 4 V/ 6 ............. ........... ........ i i STUDIO STUDIO STUDIO STUDIO STUDIO UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" 201 203 205 207 209 SUITE STUDIO UNIT "BB" UNIT "AB" za2 zoo 2 A 26-0" C 16'-0" �C E CORRIDOR HOUSEKEEPING WPM- ELEVATOR fowl] • 13T -51/2" G M N SECOND FLOOR PLAN. SCALE: 3/W--1'-0" 9,000 SF 11 - -If 10 4 Im E, a� P I rr� /STAIR UP 1641, U STUDIO UNIT "AB" N le m A II II II II II STUDIO UNIT "AD" 16'-0" !I Pm S 16'-0" I 3 -mij LYLE A. BRBIMEYER 0 VMMVER, WASH. o��G ��� OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington 5 8 Oregon New Mexico Michigan Texas Colorado Arizona -mij LYLE A. BRBIMEYER 0 VMMVER, WASH. o��G ��� OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington 8 Oregon New Mexico Michigan Texas Colorado Arizona Florida co Utah Montana co Missouri -mij LYLE A. BRBIMEYER 0 VMMVER, WASH. o��G ��� OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA , ORE. 97038 CCB* 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES 85-UNIT HOTEL Franklin Blvd. Springfield, Oregon 97403 SCAM: 311611=11-011 DATE OF ISSUE: June 11, 2013 PESM DOaMffS A4x 3,20L3 APPROVAL APMVAL MERV DOaMM MaS 21,203 131D Docuws CaMXT 1XX. ►AU SUN= SECOND FLOOR PLAN 2 co M STUDIO STUDIO STUDIO STUDIO UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" 201 1 205 207 209 Idaho co cn 9 ZD 2 co M ............. ........... ........ i i STUDIO STUDIO STUDIO STUDIO STUDIO UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" 201 203 205 207 209 Idaho co 9 ZD 4 V/ 6 ............. ........... ........ i i STUDIO STUDIO STUDIO STUDIO STUDIO UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" 201 203 205 207 209 SUITE STUDIO UNIT "BB" UNIT "AB" za2 zoo 2 A 26-0" C 16'-0" �C E CORRIDOR HOUSEKEEPING WPM- ELEVATOR fowl] • 13T -51/2" G M N SECOND FLOOR PLAN. SCALE: 3/W--1'-0" 9,000 SF 11 - -If 10 4 Im E, a� P I rr� /STAIR UP 1641, U STUDIO UNIT "AB" N le m A II II II II II STUDIO UNIT "AD" 16'-0" !I Pm S 16'-0" I 3 -mij LYLE A. BRBIMEYER 0 VMMVER, WASH. o��G ��� OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington 5 8 Oregon New Mexico Michigan Texas Colorado Arizona -mij LYLE A. BRBIMEYER 0 VMMVER, WASH. o��G ��� OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington 8 Oregon New Mexico Michigan Texas Colorado Arizona Florida co Utah Montana co Missouri -mij LYLE A. BRBIMEYER 0 VMMVER, WASH. o��G ��� OF OUNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA , ORE. 97038 CCB* 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES 85-UNIT HOTEL Franklin Blvd. Springfield, Oregon 97403 SCAM: 311611=11-011 DATE OF ISSUE: June 11, 2013 PESM DOaMffS A4x 3,20L3 APPROVAL APMVAL MERV DOaMM MaS 21,203 131D Docuws CaMXT 1XX. ►AU SUN= SECOND FLOOR PLAN A 16'-Ow B 16-00 D 16'-Ow F 16'-W H 13T -5112" 160 21"A" I�I�O6R1i R T 51-4" 9!-0" 16'-4" TAIR E 7:!DN WINS I rv"% STUDIO STUDIO STUDIO STUDIO STUDIO 711 UNIT "AA" UNIT "AD" UNIT "AE" UNIT "AE" UNIT "AD" r I Ant I AAQ n 7 A AnAO CORRIDOR a 0 E STUDIO UNIT "AD" 0 1w-w G. SUITE UNIT "BA" STUDIO UNIT "AB" U 04 2 3 STUDIO UNIT "AB" V- 0 I C) I 14 0 0 7- Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana 10 Missouri Idaho II STAIR O II li I Uj II , D; o .;. _ II I ( Uj- L 425 1 II El 1 l Ll id L � J- L -i 1001 Olo j- I I LL STUDIO 0 UNIT "AA" ACCESSIBLE STUDIO STUDIO STUDIO STUDIO UNIT"AEHC" UNIT "AE" UNIT "AD" UNIT "AD" 408 410 Vd 411 412 SUITE STUDIO UNIT "1313" UNIT "AB co r 402 12 16'-0" 16W 13 16W 16'-w 2 4" 2 4" 26-0" 16'-0" 13T -5112" A� CORRIDOR a 0 E STUDIO UNIT "AD" 0 1w-w G. SUITE UNIT "BA" STUDIO UNIT "AB" U 04 2 3 STUDIO UNIT "AB" V- 0 I C) I 14 0 0 7- Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho O II li I Uj II , D; o .;. _ II I ( Uj- II El 1 l El L -i 1001 Olo STUDIO UNIT "AA" ACCESSIBLE STUDIO STUDIO STUDIO STUDIO UNIT"AEHC" UNIT "AE" UNIT "AD" UNIT "AD" 408 410 411 412 J 16'-0" 16W 16W 16'-w 2 4" 13T -5112" FOURTH FLOOR PLAN, SCALE: 3118 --1'-0" 9,000 SP V I 8 � 9 10 12 13, O mp'. ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CCB# 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES 85-UNIT HOTEL Franklin Blvd. Springfield, Oregon 97403 SCALE: 3/16"4-o" DATE OF ISSUE: June 111 2013 CfSrjN DOMWS Apr 3,2013 AMDROVAL AFMVAL PMIT 000JW6 t*bq 21,20D BID 0001ws CaMXT DX. FEASIONS SUBJ= FOURTH FLOOR PLAN CM co I" IT co I? EO C C> -1 to V - I 21'-4" STUDIO UNIT "AA" L: STUDIO UNIT "AE" M W40 # III 10 16-00 N CORRIDOR 11M p &-e W-00 p , M NO V1 I I= 1&4" STUDIO UNIT "AB" U Z O N 3 5 Wyoming Oregon New Mexico Michigan STUDIO Colorado Arizona STUDIO Nevada Utah STUDIO Georgia Missouri STUDIO STUDIO UNIT "AA" UNIT "AD11 UNIT "AE" UNIT "AE" UNIT "AD" 501 503 505 507 509 C4 M F070 00 00 — T 100 —T— --T Cho-1 I Li Li Lj !� � i I� �! it Q I f p !i it �Lj L L= 9 IT— r CORRIDOR Till, DN- L)DN i 1 i ! 0 0 1 I 0 0 IR S STAI it ! I l!I i i '� ! I � iIl j H I i i nn SUITE STUDIO STUDIO ACCESSIBLE STUDIO UNIT "BB" UNIT "AB" UNIT "AD" UNIT "AEHC" 502 504 50�i 508 ............................ . . - ---------- 12 ---------- 13 2 251-0" 16'-0" 16!-W W-on + 13T -5112" A C E G 21'-4" STUDIO UNIT "AA" L: STUDIO UNIT "AE" M W40 # III 10 16-00 N CORRIDOR 11M p &-e W-00 p , M NO V1 I I= 1&4" STUDIO UNIT "AB" U Z O N 3 STUDIO UNIT "AB" 9 Zo a 515 `- 0 -T- I STUDIO UNIT "AD" 16'-0" S 16'-0" 2:114 a tD ApC.�r (�V LYLE A. BRBIMEYM VMMVK WASH. OF ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: 5 Wyoming Oregon New Mexico Michigan STUDIO UNIT "AB" 9 Zo a 515 `- 0 -T- I STUDIO UNIT "AD" 16'-0" S 16'-0" 2:114 a tD ApC.�r (�V LYLE A. BRBIMEYM VMMVK WASH. OF ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E® E CONSTRUCTION CO. LLC PO BOX '1389 218 Center Ave. MOLALLA , ORE. 97038 GCB# 130039 PH. 503 - 691 -8311 FAX 5 ©3-641 -8510 CANDLEWOOD SUITES 85-UNIT HOTEL Franklin Blvd. Springfield, Oregon 97403 SCALE: 3/1(011=11-011 DATE OF ISSUE: June 11, 2013 I is tc FIFTH FLOOR PLAN E T t T .91, 9. 16'-0" O STUDIO FLOOR PLAN 16-0 " 1 031-A" A, AN of no ,7, -A" i xC ACCESS "I 1 00111 -a WMAN I ON i M11 N 11 ' �"' 00 M N i 1 Nit / M j t 16'-0' 'f V-0" 4'-0o V_0" 1 1 1 i 00 1 M r R. ;C 1 EXTENDED 1 1 TYPE 11 ,%, l SCALE :1 /4" =V 0" 16'-0" I O)f n" Al no Of n" nt n" 1 n EXTENDED STUDIO TYPE IV sCALE:1i4p=1_0" OX*R- ALKO Investment, LLC 1857 Franklin Blvd, Eugene, Oregon 97403 STATES LICENSED: Washington 'Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E hm CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA , ORE. 97038 CCB* 130039 PH. 503 -691 -8311 FAX 503 -691 -8510 I GANDLEWOOD SUITES • a Franklin Blvd. Springfield, Oregon 97403 SCALE: 1/411=11-011 DATE OF ISSUE: June 11, 2013 DESM =IWS Apr 3,2013 A99WVAL A9nROVAL FEWIT DOC"WS Maq 21,20B 'wI voc&ws COWRACT DI'. FEMIONS DATE #' .• A tr Z co .9 11 YIL 2 314- [1 3'-8- T, 26-0" 4'-0" 3'-4" 4'-0" 9 ;t 4'-0" 61-0" Vi, 11 Wi7ke oil 41/211 (BA SUITE TYPE 1. SCALE: 1 /4"=V-0" ONC. E .Jff& ti N Zo C0 4 1/2" 1-0" Oil N 3 'Ic 4-2 1/2" 26-0" 4' -011 4'-0" !_0 4` -0' 61-0" 2 314" LO Nt V- V- C SCALE:114"=1'-0" moom LO .9 GO ell� LYLE A. BRBiMEYER VMCOUVER, WAK o�.�� ��� OF Oft-R- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: V- Wyoming cr) New Mexico Michigan Texas 0 Arizona V- Nevada Utah Montana Georgia 7b Idaho Z co .9 11 YIL 2 314- [1 3'-8- T, 26-0" 4'-0" 3'-4" 4'-0" 9 ;t 4'-0" 61-0" Vi, 11 Wi7ke oil 41/211 (BA SUITE TYPE 1. SCALE: 1 /4"=V-0" ONC. E .Jff& ti N Zo C0 4 1/2" 1-0" Oil N 3 'Ic 4-2 1/2" 26-0" 4' -011 4'-0" !_0 4` -0' 61-0" 2 314" LO Nt V- V- C SCALE:114"=1'-0" moom LO .9 GO ell� LYLE A. BRBiMEYER VMCOUVER, WAK o�.�� ��� OF Oft-R- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E kift-S ski NOW I 1111 M— CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CCB* 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES ,85-UNIT HOTEL Franklin Blvd. Springfield, Oregon 97403 11 I-il SCAM: 1/4 = I o DATE OF ISSUE: June 11, 2013 DESW =JMWS Apr 3,203 A"ROVAL APMVA- FE1411T DOCLIW6 Maq 21,2013 BID 0001ws CONTRACT POC. REWIONS DATE SUMM A %V - %V 'r TOP OF PARAPET ll=� TOP OF PARAPET 53-8" TOP OF PARAPET '!0 + 42-7" FIFTH FLOOR + 33' -V' FOURTH FLOOR + 24-3" THIRD FLOOR 16-0" SECOND FLOOR I I Z 1.011:4 d 9 TOP OF PARAPET on 53-8 TOP OF PARAPET 0010A 47-7" FIFTH FLOOR 33' -5" " FOURTH FLOOR THIRD FLOOR 16-01" SECOND FLOOR SHORT TEF BIKE RACK COVER a4 FIRST FLOOR �I ii:: i�: : ii: : ii: �00� :Vii; SOUTH ELEVATION SCALE: 118w=1'-O" L '1 1' '1 1' 1' EAST ELEVATION, SCALE: 118"=I'-O* SHORTTERM BIKE RACK COVER PRE-FAB. BRACKETS, OVER TRIM MOULDING HARDI-PANEL SIDING, "STUCCO" LOOK, W/ REGLETIEQUAL EXPANSION JOINTS. 1" INSULATED VINYL WINDOWS (WHITE) VINYL SHUTTERS OJNM- ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E` M64mm-9 M CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CCB# 130039 PH. 503-691-8311 FAX 503-691-8510 CANDLEWOOD SUITES • 1 Franklin Blvd. Springfield, Oregon 97403 SCALE: 1/611=11-011 DATE OF ISSUE: June 11, 2013 MSIGN DOC1JW8 Apr 3,20B A"IWVAL AFMVAL FER11T DOCLWS �bq 21,2013 BID DOOJWS CONTRACT DOC. REMSI•NS DATE SUBJWr EXTERIOR ELEVATIONS TOP OF PARAPET • ♦ 561-811 TOP OF PARt/OET r. 53f-811 • TOP OF P/RAPET 501-811 ROOF FIFTH FLOOR J 33 FOURTH FLOOR NO MASSING SE1BACK. MATERIAL AN COLOR CHANGE TO PROVIDE 13REAK AT THIRD FLOOR LEVEL. 241-3f' THIRD FLOOR [Ell I 1111 10 1:0 Or -------- -- •I . y F It.... I I I I SECOND FLOOR 0 I-Off Aa MOST FOREWARD FACE OF BUILDING - FRANKLIN BLVD REQUIREMENTS FRANKLIN BLVD REQUIREMENTS NORTH ELEVATION - FRAN TOP OF PARAPET 48' TOP OF PARAPET 64f-8t' .. ... �, TOP OF PARAPET 46-11" ROOF . Z. ti 561-811 3T-10" OOR F�IFTH FL TOP OF PARAPET . ..... 53-8 TOP OF PARAPET ii -io t 591-817 FOURTH FLOOR ROOF 19'-6" THIRD FLOOR 42-711 r as FIFTH LOOR 1 0'-Y SECONb FLOOR 2. 3T -51f - Z., r4 a FOURTH FLOOR 01 ii FIRST FLOOR N 9 1 nLwdksm FAI -MR go; kiN I L4 abs C, k A 441AIN 0 1 1 VA 0 110 1 pome a VATIM" -1 1H111p_j0Rfj,& jW11 W1101MUL6101 SCALE: MT -T-0" 241-3f' THIRD FLOOR 15'-011 SECOND FLOOR 0 I—Off FIRST FLOOR J Z Z 1Z % - - rL NO MASSING SETBACK. MATERIAL AND GOLOR CHANGE TO PROVIDE BREAK AT THIRD FLOOR LEVEL. > 60% OF LENGTH, COVERAGE AT FIRST FLOOR > 25% WINDOW AREA COVERAGE AT FIRST FLOOR I ALKO Investment, LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho E CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLAUA, ORE. 9M8 CCB* 30039 P -A - 8510 Fran1din Blvd. field, Oregon 97403 SCALE: 1/8,11=11-011 DATE OF ISSUE: June 11, 2013 • Yj CANDLEWOOD FRANCHISE REQUI WEST ELEVATION SCALE: 118"=T-0" ���E&_ITFT F�.ve'79TH 0.1 all wilRE rza-k pvc MIFS OR 45 K6. WYE pa6 r------------- --------- I I MECRAmm nm -------------- -- 612m..m CM OF SPRINGFIEW arm DOT OF PUBLIC W01M STAN WD SANIJARY IYE CLE UT M IV-111 MUM" WITH 5TEEL CAUNG 4-4 0 0 0 0 W 0 CL. 5 CL 0 0 PIPE ZORE SEE CHART 0 cn BELOW ti 0 1 0 1 0 %e La CLASS "A CONCRETE LOAD FACTOR 3.0 PIPE ZONE MATERIAL SHALL BE: SAN IIARY SEWER STORM SEWER.. Tt0#IT JOINT PIPE OPEN JOINTED PIPE PLASTIC PIPE PERFORATED PIPE PEA ROCK ROUND ROCK BLEND ( PEA ROCK SAND 3/8" MIN. DIAMETER CRUSHED ROCK 3/4- MAX. DIAMETER LL (C I DF) 1.41, CONTROLLED OE"TY F* REQUIRED IF TREKH IS LATERAL TO OR IN THE TRAVEL LANE 0 PIPE ZONE o 9E CHART 0 0 1, - , lo.", 0I .......... i� 0 A r% I A el e% !s n" 314 " - 0' CKISHED ROCK ffvlsf3-" 3415 fly '4r'p- 7 p - CITY OF SPRIIN13FIBILD DEPT, OF PUBLIC WORKS m n"'Ji STAW OR. 97477 PILE: A.DWO LNcAsumw MAY BE POURED To FULL TRENCH WIDTH 1 4Th 8c WIN, 8c+8 RE14FORCING go- -"g 4 MINIMUM STE& BAR " 2 ABOVE PIPE 2500 PSI CONCRETE tip > A [> B7 3/4-- 0- CRUSliED ROCK LOAD FACTORS REINFORCED P = 1.00% - 4.8 REfff0RCEO P = 0.40% 3.4 PAIN 2.8 CLASS B Bc OUTSIDE DIAMETER OF PIPE D NOMINAL PIPE S17E a FILL FLOW PIPE (SEE TABLE) P AREA OF TRANSVERSE STEEL IN THE CRADLE OR ARCH EXPRESSED AS A PERCENTAGE OF AREA CIF CONCRETE AT INVERT OR CROWN. TAlif efilLl. DEPTH BELOW PIPE O - 27' > 3" 3v - 60" 4 06" + 6 STANDARD T Yr t CAL .- . _pIPL ZONE, AND PIPE, __.B_FDQ_I_NG 4-17 1 PIPE TO BE SAME SIZE AS INTERCEPTED SEWER • ........... is CONTROLLED DENSITY FILL MORTAR BU D—UP FOR FLOW LINE CONTROL - - - - - - - - - - - A 8" 6 MINIMUM COVER tONCRETE 4; A NOTE: ALL CONCRETE MANHOLES, RISERS, CONES AND FLAT TOPS $HALL CONFORM TO ASIM C 478-61T, PIPE CONNECTIONS TO MANHOLES CNCRETE ANH40LE SHALL 8E "C —N- SEAL" O M OR EQUAL CONSTRUCT SMOOTH BARREL CHANNEL i. CONCRETE: BASE BREAK OUT TOP OF CONCRETE PIPE 90 Df.GKES AND SMOOTH INTERIOR SURFACE MAXIMUM ANGLE AGAINS'! FLOW FOR PVC 'IN—BASE ENTRY Ir, TINC-) N A !NSIOE DROP STRUMRE SEE SM. ON. NO. 4-3 Sf A NOT ALLOWED SPRING MWSMIN DAZE MAY BE USED WITH APPROVAL A CITY OF SPRIING_YFI�, r STANDAW z -4— as PRECAST UPPER SECTION LLJ ULI DEPT. OF PUBLIC WORKS Sf'PjNrvn=. 02 97477 DROP STRUCTURE vjmw.w' 4-2 • LOCKING GALVAHJZEO LID 10 z U.J 27 X 27 X 1/4- LION SUP 501 SPRING lo DIAMOND PLATE SURFACE 10 • 1 1/4" DNS. WASHER WILD TO PIPE C'4 CL LL -STANDARD t ` ' Y - �..; ____ _ _ ._.._. _ _ _.r . -_.. _ . - WEtO FLAT BAR" SPRING A ROUND MANHOLE TYPE LID LOADED LATCH MAY BE USED WITH APPROVAL A OF THE ENGINEER 13/8" SOUARE STL, BAR X 4 1/2- LONG r PLUG WELD TO BAR z -4— as PRECAST UPPER SECTION LLJ ULI WITH LOCKING LID WELD STOP !0 SHAFT 0o ol z 1 9/1 O/4' Op X LONG 5 WALL PIPE X 3 • LOCKING GALVAHJZEO LID 10 z U.J 27 X 27 X 1/4- LION SUP 501 SPRING lo DIAMOND PLATE SURFACE 10 • 1 1/4" DNS. WASHER WILD TO PIPE C'4 CL LL t ` ' Y - �..; ____ _ _ ._.._. _ _ _.r . -_.. _ . - WEtO FLAT BAR" V X 3/8" X 7/16" BACK OF CURB 5/8 F ;A FACE- OF CURB SPRING LOADED LATCH E #CH so 1/2 X wJ" GOITER BAR OLTS -At-a 0 ALL CONCRETE SHALL BE MIN. 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS EXTEND _t_ 3 BARS TO _ E 18- INTO GUTTER BAR 2 EACH o UPPER SECTION TO BE 48" STORM DRAIN INLET BY WALTS CONRETE COMPANY OR EQUAL SPRING LOADED DEPRESS GUTTER BAR LATCH 27 MIN, BELOW NORMAL AT FACE OF INLET SLOPE 1/4" PER FOOT SWUM 6" MIN. RAD. !tj I vi 6" ug MAY OE 6" J CAM 01 RAa 30* 2 42' 36*.. �i 6 VARIABLE PIPE DIAMETER NOTE- SPLASH PAD rAe SHALL BE KEYED V;X*r*: X4(;" ?;4 wy 4, INTO SIDE OF THE t lisp EMBANKMENT. AND MO THE TOE Of THE SLOPE. L �09 REWS10 - Apm Cl"I"Y OF SPRlNGFlFJ,D DEP7% OP PUBLIC WORKS SPRMCMEW, Olt. 97477 CURB INLET CATCH BASIN TYPE Ly2A STAIVARD DRAwmc; 4-9 z as LLJ ULI Eiii z z 0) 04 010 • tv) z U.J t>w 0 (4 R(f) a U 'U.I., w ug �i 6 VARIABLE PIPE DIAMETER NOTE- SPLASH PAD rAe SHALL BE KEYED V;X*r*: X4(;" ?;4 wy 4, INTO SIDE OF THE t lisp EMBANKMENT. AND MO THE TOE Of THE SLOPE. L �09 CITY OF SPRWGFZEID DE". OF PuBuc WoRa &Vf4X0r=. C& 074" SPLASH PAD.- z as LLJ ULI Eiii z z 0) 04 010 • tv) z U.J t>w 0 (4 R(f) a U 'U.I., w ug • 0 0 Z z 0 Ln z 0 W 0 0 _j z W F- m Ld ✓ 0 z OZZ 0 • UJ uju _j a to Z 0 < 0 0 n 0:: 0 z as LLJ ULI Eiii z z 0) 04 010 • tv) z U.J t>w 0 (4 R(f) a U 'U.I., w ug • F- z R C'4 CL LL 0:: 0 as • • tr • 0:: 0 I- N I N " tVA % f -1 M4 k VEM I H 5 ff D Ak `ANT ....... ... V X15TINGff j ��FHYDIK .5 X AAr- - ----- ----- 4. N\ ------- ------ --------- X\ 77, f U �,f 24'-0" ACCE55 KOAD 7�lj 15 Y 7AR r7i N. 5 ----------------- 01F LOT 0 10 \4 A V 5 q\i Jr %\ �01_011 WIDE, J) 7 1 41 Ct�t\lENT\ 10 �5 �-JTFY EAH ...... Jlt, /# ..................... ................... _V ----------------- ---------------- V N AA . ............. AP A `41' A: ---------- =2 iL t 1 i. A C) cr) 7 LQ T_ �v 4 M M 1 5 C) 5UiLDING ALKO Investment LLC 1857 Franklin Blvd. Eugene, Oregon 97403 STATES LICENSED: Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri Idaho CONSTRUCTION CO. LLC PO BOX 1389 218 Center Ave. MOLALLA, ORE. 97038 CCB* 130039 PH. 503-691-8311 FAX 503-691-8510 cANDLEwooD SUITES 3005 Franklin Blvd. Eugene, Oregon 97403 SCALE: III =20'-V DATE OF 155UE: June 25, 2013 DE-50 DOaMMS �x 3,2013 FERMIT DOOLIWS Mg 21,2013 1310 000MENTS c0WRAcT Dx. FEMIONS 0 DATE swBJecr A A 1 A 4911 SWEET NO. El -1 PROJECT NO. 1305 �r M/ + LANDSCAPE ARCHITECTS SCHIRMER SATREe* z 0 w W U y� w !- zaanwa �aWZpgca co, 0Sco,- Zp0 O~ d Q P► 0 - wzWWp z X: U� d =) Oa &0 0 c�WCO Qi� O uj W >O- a w u, awmncn LLI 4 OwaQa m lt7 W : x w �- s cn n azF -}'�wa �0ZQ�wO W Co new w�W :CL, T- � U W W d ��ZZNtt� wjaw�OU, '} ia- ZuW� =Is cc co i% Cl) W ii w L Rd: 0 :U5 % >; ,i 9 0 r' 6W5Z z= Ocra W� ai► L t1i .0 Wm wdOwd �wwg�Ww .. _ Cl Mdco O5Cia � � = U- CO) c i o. w co w T,& D M. SAT R E E-+ OREGON �4.A� Age, z < W 1- J p Z 0 UJ zm L L0 Q C) M « N Scale: 1 = 20' - 0" 0 10 20 40 Revisions # Date Description ch m N m o+ m .a E to n a Z to 'a O 0 i m m m w w < a D U O a Q it w ft v C0 M ® o N (L 0 w CC r- Q w 2 CK v U) C o N 0 POEM"— III® + LANDSCAPE ARCHITECTS SUIRMER ATR i z a W W 0- �: w = 0 F F J a V a w� F¢-000ac � w mew 5ga z "' 9a � ® O =¢¢us °CS--�O�st- 0. > 0 LOU z >- zvz2� pw �n Z 6 0 CD 0 w PP CL Wma CO ww z w% N �' C �" o p �'vmFz�--x ¢�OwOpa W N tti LU m z F.- WW ¢ooW� v2OZIxw LI.I 1— ..LL a�w¢w�w <zm ¢ 'vw WwQWW=w CO) > Wi FI . ZOW ZU (a W E =o�w12 F s j J63:ZOn m +' 32ZWQZ= W W�zFWJ W d Q W¢ W O =m C F ce g V !A a M w¢cn 5 -- F U.o =a 3: per Vi CL a. z aivWiWa$00 - 4 j� I D M. SAT RE OREGON Q W 06 U) W FM 0 W ._. 0 ...i o �: FM W > zC13 z J LL �( V) am C� 0 c� M Revisions # Date Description m N m � at .G CO) C%! QD cn E zm V I C ? 3 X �' w i qy IL o U G J: a m (L 0 w CC r- Q w 2 CK v U) C o N 0