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HomeMy WebLinkAbout03-85 473 Hankins Rd S plans a boo g m 0 B 'mg Plans ulld1mg Plans REVIEWED For Conformance W"" Uniform Building Code RECEIVED All Cm-mli ction SublacttoFlaldlnspectlon FEB 0 7 2003 E ate 3 p�_ �U7L�DIN DLP(u N w 3 � W W a � o 0 m J w N N C1 o 1w zoo I N W 1.o' �d .CjU U Id N IK awe z m qe � EVcf)C� C� ® pGwi] C� [� �1 � � a� G:::` L, 00 ° y q� w� Z � F 0 x Q �� �o A � 7 �9 � H FALL89 w n 0 w S 73 0 w 0 o z O C1 � o mw 169040 S .F. ENDUSTRIAL BUILDING 0 w AM w OOZa ` w Al N I11 \ . k see S�eaa� P z co�lsions onml W t aFIR SIGN -'S LICF AR T o� �loi- Ta !3t Ucc u.pl�1� T tL O R HO w DO NOT CONTRAC BHAL ALL CONDITI S AND- .",IONS AT THE B 917E AN''DTI=Y HANSEN ICE,NC.C Y DMEN6I L ERRORS, I55�0r 5, OR DIS .y FANCIES BEGINNI OR FABRI N' ANY IIKJ of o R GUE Ro Tm_- DAT REvs c 24 m 5CALE a 24'x3F NONE 03 w i DRAWING INDEX PROJECT SUMMARY _ m m s FACILITY: N _ O� A5E -RICE, INC. SHELL BUILDING PERMIT ONLY CzENF-FZ L 11M MEngineers, Inc. SIZE 16,040 SF ENGINEERS/SURVEYORS/PLANNERS HEIGHT 25 FT,/ OCCUPANCY TYPE F-1, B "> CIVIL CONSTRUCTION TYPE IIB � TITLE FIRE SPRINKLER NOT PROVIDED Kff; , TO.00 TITLE PAGE G1.00 SITE PLAN FIRE FLOW 2432 20 PSI TO.01 DRAWING INDEX/PROJECT SUMMARY l 1 f J o TO.02 LEGEND AND REFERENCE DESIGN-. z — STRUCTURAL DESIGN CODE 2000 IBC V z ARCHITECTURAL FOUNDATION PLAN STEEL DESIGN 2002 MBMA SC2.00 FOUNDATION DETAILS SNOW LOAD 25 PSI= ✓ LV o p g a w A1.00 FLOOR PLAN SC2.01 FOUNDATION DETAILS WIND LOAD 90 MPH z = 42.00 ELEVATIONS 43.00 WALL SECTIONS EXPOSURE FACTOR C w SEISMIC ZONE 2B 44.00 ROOF PLAN Z . o w A&.00 DOOR/ ROOM FINISH SCHEDULE FROST DEPTH 24 IN '� o �a 0. SOIL BEARING 2000 PSF f �� z0 CODE ANALYSIS: � 2 � H F BASIC ALLOWABLE AREA 15,500 S.F.v w UTILIZING "NON-SEPARATED" USE PER UBC 302.3.2 q (FI OCCUPANCY MOST RESTRICTIVE) ® FRONTAGE INCREASE: _ If = 100 (F/P-0.25) W/30 /C�8 Golden Empire Manufacturing In If = 100 (514/514-0.25) 30/30 If = 15% (INCREASE) z F Cl =3 s AREA MODIFICATION: w STRUCTURAL Aa = At + (At x If/100) p m > Aa = 15,500 + (15,500(l5)/100) , O - O G1.01 ANCHOR BOLT PLAN Aa = 15,500 + 11,a25 = 21,125 S.F. >16,040 S F. OK- � � � �- G2.01 ROOF FRAMING PLAN } -1 G4.01 STANDING SEAM ROOF MAX. HEIGHT ALLOWED = 55' >29'-0" OK %,, uXi N G(0.01 FRAMING ELEVATION d , 4 a o z On Ga.02 FRAMING ELEVATION REQUIRED EXITS: �- Glol SHEETING LAYOUT MANUFACTURING AREA = 13,000 SF.(ASSUMED) / 100 = 130 OCCUPANTS W w _z G-1.02 SHEETING LAYOUT OFFICE AREA = 3,000 5.F.(A55UMED) / 100 = 30 OCCUPANTS ✓ z D Ga.01 BUILDING CROSS SECTION Z D1.1 STRUCTURAL DETAILS 2 EXITS REQUIRED FROM BUILDING f� D1.2 STRUCTURAL DETAILS 2 EXITS REQUIRED FROM MANUFACTURING ' PROF ssIONAL SEAL U P LICEN rp D2.1 COLDFORM DETAILS �" `"Z: �`` "`I~" 1 EXIT REQUIRED FROM OFFICE ^M1�ZTECT D3.1 TRIM DETAILS ? �c ^.r r, ,-�•.�r ���"' D3.2 TRIM DETAILS iL� rrrL �«r'� >�1" MAXIMUM TRAVEL DISTANCE: - P1 = 200 FT B = 200 FT</' DO NOT SCALE DRAWINUS ROOFING: CONTRACTOR 5HALL VERIFY ALL I`l CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY CLASS C REQUIRED NAENSIONICE,INC.of ANY DIMENSIONAL ERRORS,OMI55ION5, W OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING INSULATION NOTES: °"Y�R` U INSULATION MATERIALS SHALL HAVE A FLAME-SPREAD DRAWN BY FEET R r3uERRERo TO.01 RATING OF NO MORE THAN 25 AND A SMOKE DATE REV, o DEVELOPED INDEX OF NOT MORE THAN 450. 24 JAN 03 SCALE e 24'x36' JOB NUMBER O a x m F 03504 w u a R ABBREVIATIONS LEGENDod o m s t AND FAB. FABRICATE PART. PARTITION A GRID LINE L. ANGLE FD FLOOR DRAIN PRCST PRECAST .n 0 AT FDN. FOUNDATION P.LAM. PLASTIC LAMINATE COLUMN LINES // / EARTI-I `a rE CENTERLINE F.O. FRAMED OPENING PC. POINT OF CURVATURE FRAME LINES 0 DIAMETER or ROUND F.H. FIRE HYDRANT 1-51. POUNDS PER SQUARE INCH ROCK FILL t PLUS OR MINUS FF. FINISH FLOOR PLYWD. PLYWOOD L PERPENDICULAR FIN. FINISH PR PAIR I '� SAND/MORTAR/PLASTER > • POUND or NUMBER FL. FLOOR PREFAB. PREFABRICATED FLUOR FLUORESCENT 12 DOOR SYMBOL PROPERTY LINE PREP. PREPARATION CONCRETE F.O.C. FACE OF CONCRETE - 0mI w � A.B. ANCHOR BOLT 1'T. PRESSURE TREAT SEE DOOR SCHEDULE CAST N PLACE OR PRECAST S- C F.OS. FACE OF STUDS u� A/C AIR CONDITIONING F.O.W. FACE OF WALL ® CONCRETE MASONRY Z AFF. ABOVE FINISH FLOOR FR. FRAME RAD. RADIUS ADMIN. ADMINISTRATION R.D. OF DRAIN 001 WINDOW SYMBOL D. UNIT (CMU) cl FRPF. FIREPROOFING SEE WINDOW SCHEDULE m AL. ALUMINUM REF. REFERENCE FT. FOOT OR FEET � METAL m ANR5 AMERICAN NATURAL FTG. FOOTING REFR REFRIGERATOR RESOURCES FURR FURRING REINF. REINFORCED REVISION O _ APPROX. APPROXIMATE READ. REQUIRED ® THRuicOUGH FRAMINCs m ARCH. ARCHITECTURAL RM. ROOM CLOUD AROUND REVISION THROUGH MEMBER ASPH ASPHALT GA. GAUGE R.O. ROUGH OPENING = WOOD,FRAMING z o GALV. GALVANIZED CO I AGGR AGGREGRATE INTERRUPTED MEMBER ui G.B. GRADE BEAM @ N GLB. GLU-LAM BEAM S• SOUTH REVISION NUMBER o o��i BLDG. BUILDING GL. GLASS S.C. SOLID CORE ® INSULATION, GATT W 0 o O ELK. BLOCK GYP. GYPSUM S.O.G. SLAB ON GRADE (1 —`�d _ BLKG. BLOCKING 5CHD. SCHEDULE INSULATION, RIGID v� a'w' F BM. BENCH MARK SLV. SHORT LEG VERTICAL A` N.G. HOLLOW CORE MATGN LINE SOT. BOTTOM SLH. SHORT LEG HORIZONTAL SHEET AIZO z q c� HGT. HEIGHT SEE KEY PLAN FOR ai o m W W BOF. BOTTOM OF FOOTING SECT. SECTION 7 H.M. HOLLOW METAL AREA CONSIDERED INSULATION,M.B.I. Z BRG. BEARING 5HTG. SHEETING p N HORIZ. HORIZONTAL Lu o I w _ BS. BOTH SIDES HR HOUR 5HR SHOWER UIORI< POINT (/a/� � �h BL BUILDING LINE SHT. SHEET V� o CRi HT. HEIGHT —R— PROPERTY LINE BIM. SIMILAR CONTROL POINT Z CD W HVAG HEATING,VENTILATING, SL. SLOPE OR DATUM POINT � F CB. CATCH BASIN AIR CONDITIONING SP. SPACES ' CER CERAMIC .~�•,d IF. INSIDE FACE i O CLG. CEILING SPEC. SPECIFICATION E-' INCL. INCLUDE CLOS. CLOSET SQ. SQUARE • ti IN. INCH SECTION q 3 CLR CLEAR S.S. . SANITARY SEWER W ID. INSIDE DIAMETER(DIM.) A STD. STANDARD SECTION IDENTIFICATION CMU CONCRETE MASONRY UNIT INSUL. INSULATION SHEET WHERE SECTION IS DRAWN SITE REFERENCESa COL. COLUMN STOR STORAGE A ;z INT. INTERIOR CONC. CONCRETE STRUCT. STRUCTURAL AIlDO m CONF. CONFERENCE SUSP. SUSPENDED CONST. CONSTRUCTION JAN. JANITOR 5YM. SYMMETRICAL Z CONT. CONTINUOUS JT. JOINT o C/C CENTER TO CENTER TAB TOP AND BOTTOM ELEVATION CTR CENTER LAM, LAMINATE T.4 G. TONGUE AND GROOVE ELEVATION MARK LAV. LAVATORY THK. THICK SHEET WHERE ELEVATION IS DRAWN TRUE NORTH DBL. DOUBLE LLV. LONG LEG VERTICAL THK'ND. THICKENED I— Z Z DEPT. DEPARTMENT LLH. LONG LEG HORIZONTAL T.O.C. TOP OF CONCRETE z O Q DET. DETAIL LTG. LIGHTING T.O.S. TOP OF STEEL W DETAIL DIA. DIAMETER LBR LUMBER T.OF. TOP OF FOOTING I DETAIL IDENTIFICATION TB-I TEST BORE-NUMBER OF BORE m Lu LDIM. DIMENSION ILL LIVE LOAD T.O.W. TOP OF WALL 'd'I'� SHEET WHERE DETAIL IS SHOWN Q lU DN. DOWN LF LINEAL FOOT TYP, TYPICAL FINISHED GRADE O DWG. DRAWING - EXISTING GRADE 0 D DIAGONAL MK. MARK U.L. UNDERWRITERS LABORATORIES ROOM ROOM IDENTIFICATION —� (� DL DEAD LOAD n, � MATL. MATERIAL UHF. UNFINISHED 001 ROOM NAME W � � Z UNLESS E. EAST MAX. MAXIMUM UPS UNINTERRUPTED SE NOTD ROOM NUMBER Q LL MECH. MECHANICAL Q r m EA. EACH MTL. METAL DIFFERENT THAN TRUE NORTH REFERENCE NORTH IS K O Z EF. EACH FACE z Z MMFR. w MANUFACTURER VCT VINYL COMPOSITION TILE O � W ELECT. ELECTRICAL_ () J ~ M.H. MANHOLE VERT. VERTICAL ,,1ttt EL. ELEVATION MIN, MINIMUM VEST. VESTIBULE w V Lu Lu m EMER EMERGENCY MISC. MISCELLANEOUS "" N Z —� E.W. EACH WAY MEZZ. MEZZANINE W. WEST ENGR. ENGINEER Z MEMB MEMBRANE W/ WITHEQ. EQUAL m W.C. WATER CLOSET IJ EQUIP. EQUIPMENT N. NORTH ' ui EXIST, EXISTING WD. WOOD PROF ONAL SEAL u N.IG. NOT IN CONTRACT LICENSED a EXP. EXPANSION W.H. WATER HEATER i NO.or• NUMBER W/O WITHOUT GENERAL NOTES AR-2464 �/, EXP.JT. EXPANSION JOINT CHITECt NOM. NOMINAL n% EXT. EXTERIOR W.WF. WELDED WIRE FABRIC = N.TS. NOT TO SCALE WpJM. WELDED WIRE MESH NA.or N/A NOT APPLICABLE WSCT. WAINSCOT OUTSIDE DIAMETER WT. WEIGHT I.DIMENSIONS:UNLESS OTHERWISE NOTED OR ILLUSTRATED DIMENSIONS 4.WORK SHALL COMPLY WITH REQUIREMENTS OF APPLICABLE O.D. WG WIRE GLASS ARE GIVEN AS FOLLOWS: FEDERAL,STATE,LOCAL CODES AND OTHER REGULATORY AGENCIES. A E f7AH0 O.C. ON CENTER EXTERIOR WALLS : CONCRETE LINE OR STEEL LINE OFF. OFFICE H COLUMNS CENTER LINES 5.RATED WALLS:ALL ONE-HOUR,TWO- OUR AND FOUR HOUR FIRE YD. YARD PARTITIONS CENTER LINES - RATED WALLS ARE DESIGNATED ON FLOOR PLANS. CO NOT SCALE DR/LUMGS OPNG. OPENING CONTRACTOR SHALL VERIFY ALL OPP. OPP051TE CONDITIONS AND DIMENSIONS 2.FIRE RATED PARTITIONS:LOCATION AND REQUIRED FIRE RATING 6.ALL ALPHA REVISION NUMBERS ARE PRELIMINARY STATUS. AT THE JN.OB s1tE aND NOTIFY !� OPP.HAND OPPOSITE HAND ARE AS INDICATED ON FLOOR PLANS. ALL NUMERIC REVISION NUMBERS INDICATE CONSTRUCTION STATUS. DIMMB46IO AIL Er�toR$onN851ONS, o O.T.O.or 0/0 OUT TO OUT -I.DO NOT SCALE DRAWINGS II OR DISCREPANCIES BEFORE 3.PROVIDE BACKING PLATES CONTINUOUS AT WALLS BEGINNING OR FABRICATING a FOR SUPPORT OF THE FOLLOWING: IF FURTHER INFORMATION 15 REQUIRED,CONTACT HANSEN-RICE,INC. ANY U.ORC A GRAB BARS DESIGN DEPARTMENT AT(208)465-0200, O B. HANDRAILS e DRAWN BY SHEET C. BASE CABINETS AND WALL CABINETS R GUmmo TO 02 D. CLOTHES HOOKS AND MOP RACKS E. SHELVING UNITS DATE REV.Q o F. TOILET PARTITIONS AND URINAL SCREENS 24 JAN 03 G. RESTROOM FIXTURES SCALE•24'x3b' JOB NUMBER 3 0 NONE 03804 w � aea � m m Q LL O m Aw Gs H J IG m Q ,Z 20'-0' 20'-0' l°HMI MAN DOOR 5'-0' � - TYP.(2)PLC'$ 3 Z GONC.STOOP O O TYP.!2)PLUS (U-FACTOR OF 023) O W N w x 006 003 w L STEEL ® ® ::' ® ® w p 6 LINE � 005 I I I I 004 O H O K o 8'0 BOLLARDS ' ' 14'-0' OHDI 0NZ TYP. w TYP. 88)PLC'S L____ -----) (U-FACTOR OF 0.136) N 5 N — �q - 3 FUTURE 8'-0'x 9'-0' OHDI � — — o � J m o Z i W o�� Z c'? o W ao� WK u Q �E, �o PRE-FINISHED METAL T -4 W w DOWNSPOUT 2 F F TYP.(6)LOCATIONS. ^ V CONCRETE SPLASH A FUTURE P.P.ELEV. TYP.(6)Locanonls. 5' TWK.CONC.SLAB ayh o e CONCRETE PIERS TUBE STEEL COLUMNS A3?J0 W O Q o SEE STRLCTURAL CONCRETE DW@S / TYP. / TMEE STRUCTURAL STEEL DWGS Z _ � 0 l�J(/ � Q Na ,sf ou- No Y B - PROVIDE PANEL CAP TRIM IN CORNER LOCATIONS WHERE a 0 ClLL N CMU MEETS METAL PANEL. N 0 Z TYP.(2)LOCATIONS. W w WF STEEL COLUMNS ly SEE STRUCTURAL STEEL DLU25 w W $ 0 TYP. yZ,(fl K N Z m i F rc STEEL m m m w LINE U U z Lod MITER CMU AT COMER MITER CMU AT CORNER PROFESSIONAL SEAL 9 9 COURSES OF kALR i nl 0 4 2 SPLIT FACE CMU — in A3P)0 ROOF DRAINS ROOF DRAINS SEE A3.00 SECTIONSATIONS E 4 COURSES OF SPLIT FACE CMUMITER CMU AT CORNER 4 COURSES OF 4'-0'x 4'-0'INSULATED 3°-P INSULATED MITER CMU AT CORNER GENERAL NOTE m SPLIT FACE CMU TINTED ALUMINUM WINDOW GLASS MAN DOOR 1 r TYP(6)PLUS TYP.(2)PLC'S A3D0 1.STUB ALL UTILITIES INTO BUILDING 4 CAP. DO NOT SCALE DRAWMGB m CU-FACTOR OF 05U (U-FACTOR OF 051I CONTRACTOR SHALL VERIFY ALL i 34'-5 12' 82'-I' 34'-5 1/2' AT TWIE JOB 9�DIMENSIONS ND NOTIFY i HANSEN-RICE,INC.OF ANY D DIMENSIONAL ERRORS,OMISSIONS, OR DISCREPANCIES BEFORE Q B G NNING OR FABRICATING ANY WOPoG Q a DRAWN BY SHEET RGdlE12RER0 Al00 a DATE REV o z¢Jgx�3� 1 U t SCALE®24'z36' JOB NUMBER o 03504 w" A �i 26 GA.PRE-FINISHED F J L Q § w METAL SIDING w/4'MBI 24 GA.GALVALUME 26 GA.GUTTER COLOR-SAHARA TAN EIFS CORNICE 0 0 PRE-FINI.T R 12 55R w/4'MBI 12 COLOR-LIGHT STONE I I R VE R-KHAKI �gggm+ � � COLOR-CLAY POWDER ):1 o h 3838.83' 26 GA.GUTTER EAVE HEIGHT PRE-FINISHED m COLOR-LIGHT STONE m h 3829.00' .. .... ..... . . .. .. .- 5 EAVE HEIGHT ...'.. ui H= CMU !z W❑ ❑❑h TOP 3814.EhTOPOFMU �lllwl W a h 3811,00' FINISHED FLOOR O O bx8x16 SPLIT FACE CMU 4'-0'x 4'-0'INSULATED m COLOR-MOO,FACE CLEAR ANODIZED 3m 1 MAN DOOR BRONZE COW TONGUE I EIFS WALL SYSTEM PRE-FINISHED METAL DRIP EDGE WDUST W w ALUMINUM WINDOW CLEAR ANODIZED ALUMINUM TYP.(4)PLUS COLOR-KHAKI 2 COLOR-LIGHT STONE43 m 6x8xi6 3-GRID SPLIT FACE (BRONZE TINT) (BRONZE TINT) N Lo CMU COLOR-MOCHA TYP(6)PLC'S TYP(2)PLUS WEST ELEVATION a o V Z R L 26 GA.PRE-FINISHED- F A a 26 GA.GUTTER SSR w/4'MBI GALVALUME - 0 N METAL SIDING w/4'MBI24 '- PRE-FINISHED 12 COLOR-SAHARA TAN 12 Z COLOR-LIGHT STONE I� I W m O p� so 4) h 3838B3' 26 GA.GUTTER O ¢ Gw� F PRE-FINISHED W EAVE HEIGHT COLOR-LIGHT STONE Z • e U Z o0 W to z a W0. 3829.00' m U EAVE HEIGHT Z o W F' a �v o0 _ F x h 3823m0OF CMU' I I I = d w TOP I I I I F (` h 3811,00' � A qq FINISHED FLOOR a I I I 7f--FINISHED TRIM - Z 14'-0'x 14'-0' OHDI -LIGHTSTONE PRE-FINISHEDTRIM TYP.(2)PLUS U ——————V GOLOR-LIGHT STONE FUTURE 8'-0'x 9'-0' OHDI HMI MAN DOOR w TYP.(2)PLC'5 FUTURE TRUCK DOCK TYP.(2)PLC'S EAST ELEVATION Z W 24 GA. GALVALUME SSR w/4'MBI Z m 26 GA.GUTTER 4 DOWNSPOUTS Z 883' PRE-FINISHED 0 EAVE383 HEIGHT COLOR-LIGHT STONE (� 4 Z 1L Q rU/1� S 1 11 i3 N Q OFF O h 3625.00' EAVE HEIGHT T l m TOP OF CMU _ ly L) 3 Z h 3819b6' lu x TOP OF CMU w 3811.100, Lu FINISHED FLOOR a m 6x8x16 SPLIT FACE CMU 6x8xi6 3-GRID SPLIT FACE 26 GA.PRE-FINISHED Nz = COLOR-MOONDUST CMU COLOR-MOCHA METAL SIDING w/4'MBI W COLOR-5AHARA TAN Z 0 W SOUTH ELEVATION PROPE5510NAL SEAL u FJ l L J t I J LICENSED 24 GA.GALVALUME SSR w/4'MBI Y Y ARCHITECT _ AR-2464 26 GA.GUTTER 4 DOWNSPOUTS PRE-FINISHED IF 3' C OLOR-LIGHT STONE EAVE HEIGHT Q DO NOT SCALE DRAWNGS m CONTRACTOR SHALL VERIFY ALL ATCONDITIONS JOB AND AND NSIONS OTIFY AT THE JOB 917E AND NOTIFY 3829.00' h HANSEN-RICE,INC.OF ANY W EAVE HEIGHT DIMENSIONAL ERROR4,OMISSICNS, lu OR D15CFZEPANCIES BEFORE Z _ BEGINNING OR FABRICATING a ANY WORK Q . .. TOP OF CMU DRAWN BY SHEET 3819b6' h TOP OF GMU �' A2-00 � 381T.00' h DATE 'REVQ c-- ------ ---_--- - FINISHED FLOOR 26 GA.PRE-FINISHED 6x8xi6 3-GRID SPLIT FACE 6XBXI6 SPLIT FACE CMU 24 JAN 03 METAL SIDING w/4'MBI CMU COLOR-MOCHA 'm COLOR-SAHARA TAN COLOR-MOONDUSI SCALE•24'x36' JOB NUMBER c 03504 NORTH ELEVATION a w" 0 9 S = ia METAL SIDING m m SINGLE PLY ROOF MEMBRANE FLASHING 0 4'MBI(R-13) N CLOSURE �y PRE-FINISHED RAKE TRIM t9 DRIP EDGE COLOR-LIGHT STONE q 1/2'EXT.GYP.SWEATING z ROOFING MEMBRANE 11/2'xl 1/2'METAL ANGLE d �rry 4•MBI(R-13) PRE-FINISHED RAKE TRIM - ••' 3 ~ _W COLOR-LIGHT STONE 1 o IL w 4'MBI(R-13) O O LL LL WW I�U PRE-FINISHED GUTTER N N N COLOR-LIGHT STONE J f� A DETAIL METAL SIDING Z m cj m I yj Z GIRT ^ N U cc o m F a SINGLE PLY FLASHING O/ 1 W N U 1/2'GYP.SHEATHIN'.x !V � CLOSER 4 DRIP ee 0 U F 7.� MEMBRANE F MEM METAL SIDING L E PREFINISHED METAL COPING SINGL PLY ROOBR o/ o I Z F �i z U (2)LAYERS OF I 1/2'RIGID N 2X8 F.T.SLOPED HEADER I/2'EXT.GYP. INSULATION or a/METAL I/2'EXT.GYP.SWEATING Z p O'onU C SWEATING DECKING SEE STRUCTURAL PREFINISHED METAL COPING o a 4'MBI(R-13) - 4'MBI(R-13) ROOF MEMBRANE FLASHING W a p 3 SINGLE PLY ROOF MEMBRANE o/ ca a m(2)LAYERS OF 1 1/2'RIGID o`I• V li' 2X8 F.T.SLOPED HEADER (2) "� rW F 12 INSULATION[R-20.4)o/METAL Z m ty I I DECKING. SEE STRUCTURAL v o F w 1'THICK EIFS REVEAL I I'THICK EIFS WEAL E-F F 2'THICK EIFS o/ 2'THICK EIFS o/ i335 C 1/2'EXTERIOR GYP.SHEATHING o/ 1/!'EXTERIOR GYP.SWEATWING o/ q !2)3 I/2'METAL STUDS 0 16'O.C. (2)3 I/2'METAL STUDS I6.O.C. 3 ? - 2 F'JRLIN METAL TRACK-TOP 4 SOT. A METAL TRACK-TOP 4 BOT, q e HIGH EAYE(LOW ROOF) ' SEE STRUCTURALIE z PRIMARY AND SECONDARY _ CONDITION ROOF DRAIN WF RAFTER SEE STRUCTURAL w1A EAVE STRUT 9EE STRUCTURAL DRIP EDGE METAL SIDING METAL SIDING SECONDARY ROOF DRAIN W/ DRIP EDGE BRONZE COW TONGUE GALV.FLASHING W/DRIP l3 �p I'THICK EIFS o/ GAP BLOCK I'THICK EIFS o/ COLUMN BEYOND 1/2.EXTERIOR GYP.SHEATHING I/2'EXTERIOR GYP.SHEATHING —r O/3 1/2'METAL STUDS 6 16'O.C. SLOPE AWAY FROM BLDG. O/3 1/2'METAL STUDS•16'O.G. y R-13 BATT R-13 BATT L (BY FUTURE TENANT) (BY FUTURE TENANT) I 1Z O Q •4 MBAR IN TOP,BOTTOM 4 MIDDLE a (� Q _ 9 BACKER ROD AND CAULK CELLS-GROUT SOLID. BACKER ROD AND CAULK O T GROUT SOLID ALL VERTICAL CELLS O CAP BLOCK W/REBAR PER STRUCTURAL DWS'S CAP BLOCK SLOPE AWAY FROM BLDG. FILL ALL REMAINING CELLS A SLOPE AWAY FROM BLDG. J1,1 (J)1 U •4 REBAR IN TOP t BOTTOM CELLS-GROUT SOLID. W/PERLITE INSULATION[R-3.T) A 4 RESAR IN TOP 4 BOTTOM J-1-1 J n, w G SOLID GROUT ALL VERTICAL CELLS W/REBAR PER \ IL STRUCTURAL DLLG'9.FILL ALL REMAINING CELLS CONCA. CELLS-GROUT SOLID.SOLID J CMU. SEE STRUCTURAL W/PERLITE INSULATION!R-3,T) A• SE 9E T�RUCTUTE IR4L.�Y0� W/REBAR PER S GROUT ALL TRUCTURAL UTURAL DING'S. PRIMARY ROOF DRAIN W/ Q .--I y BRONZE COW TONGUE CONCRETE PIER BEYOND FILL ALL REMAINING CELL9 J Os SEE STRUCTURAL. W/PERLITE INSULATION lR-3.1) Y Q 5'THK CONCRETE SLAB CMU. SEE STRUCTURAL •: O '3-1 L SLOPE GRADE AWAY FROM B, . I L SLOPE GRADE AWAY FROM e° SLOPE GRADE AWAY FROM SLOPE GRADE AWAY FROM a. 5'THK CONCRETE SLAB W O Z w BUILDING,SEE CIVIL = BUILDING.SEE CIVIL BUILDING.SEE CIVIL BUILDING SEE CIVIL Q A = L m a v) ti CONCRETE FOOTING 2 ° F ,A•. .: FOUNDATION. SEE STRUCTURAL A; Z LU J U CONCRETE FOOTING 2 '' '� G° CONCRETE FOOTING 4 • " .. O ..: .,4 i. FOUNDATION. SEE STRUCTURAL - °°' . FOUNDATION. SEE STRUCTURAL : °:d's P SION LS9FaAL .� n2 y EN .. ; ..<' U A° I'A, CONCRETE FOOTING 1 ARCHITECT K FOUNDATION. SEE STRUCTURAL AR-2 CONCRETE FOOTING 1 STRUCTURAL. ION CONCRETE FOOTING T FOUNDATION 4114 BEYOND. SEE STRUCTWRAL BEYOND. SEE STRUCTURAL CONCRETE FOOTING 2 FOUNDATION �d BEYOND. SEE STRUCTURAL x I WALL SECTION f LINE '1' 2 WALL SECTION -9 LINE T 3 W4LL SECTION WALL SECTION T E J 1R•.r-m' 1rz•.r-0• IQ'.r-m' 1R•.r-m' \' DO NOT SCALE DRMWA N CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE WANSENJOB SITE AND NOTIFY G 12 E !v/U DIMENSION RRORS,OMISSIONS, can 2 r ` OR DISCREPANCIES BEFORE Q BEGINNING OR FABRICATING ANY WORK 0. U DRAWN BY SHEET � R GLEMR0 A3.00 J DATE REV . c 28 JAN 03 m SCALE a 24'x3b' JOB NUMBER. AS NOTED a 3 03504 w" F 0 0 p m P � Tom T QGQD f � CQsQT T I I I I W'� u�• 20'-0' 15'-0' 1501-01 20'-01 20'-0' 6 20'-01 20'-0' O 6 STEEL IY � ^ LINE k9 O O LD L J _ _ X 4 2 Z O I > 6 u7 h U �^ N W 5 LEAD FLASHING SET a o cgtl 1 IN PLASTIC CEMENT W TA e PERED INSULATION W j -e' STRAINER �l '� F CLAMPING M RING `� � C R r EXTEND PIPE TO 2' F. ABOVE EXISTING DRAIN TT q w NOTE: RIM AT OVERFLOW DRAIN i EO- h PROVIDE ADDITIONAL COMPOSITION STRIPPING STRUCTURAL SUPPORTS AT 3 B ROOF DRAIN FLANGE L DECK SEE STRUCT. A ROOF w RIDGE GAP ROOF _ REQUIRED FOR INSTALLATION. 0 24 GA.GALVALUME SSR p 24 GA.GALVALUME SSR SUMP RECEIVER d 0 1.MBI(R-13) 4'MBI(R-13) I'-0' 2'-0' I'-0' DRAIN TYPE i PIPE I':12'SLOPE 1':12'SLOPE SIZED BY DESIGN BUILD SUBCONTRACTOR 2 0 0 ROOF DRAIN OVER FLOW DRAIN — Z g A ROOF AND OVERFLOOR DRAINS 0 Y 1/2'.1'_0' n Q r(� Z LU d 11 } -A ly O a p IL O METAL GUTTER PRE-FINISHED 0 O Z 0 COLOR-LIGHT STONE W O x o W ua m SINGLE PLY ROOFING N Z MEMBRANE 0/2-LAYERS OF 1 1/2'RIGID INSULATION r AL INETEEL u A z d A � _ �O� PROF SSIONAL SEAL ARCHITECT RCHITHIT ECE T \\\\ / ART AR•2464 I STEEL LINE ROOF DRAINS ROOF DRAINS FFRE TER ATE OF 1 AHO 20'-0' ? w w W w DO NOT SCALE DRAWINGS m J N J CONTRACTOR SHALL VERIFY ALL 2 CONDITIONS AND DIMENSIONS G E F Ca J AT THE JOB BITE AND NOTIFY HANSEN-RICE,INC,OF ANY DIMENSIONAL ERRORS,OMISSIONS, 0 OR DISCREPMICIES BEFOG BEGNNNG OR FABRICATING Q ANY WORK ROOF PLAN DRAWN BY SHEET c va .r-o R UUERRERO A4.00 m DATE REV . o 29 JAN 03 N N - SCALE*24'x3(' JOB NUMBER AS NOTED 03504 DOOR SCHEDULE FRAME SECTIONS HARDWARE GROUPS DOOR TYPE LEGEND a GROUP I GROUP ro ASF ALUMINUM STOREFRONT Q 0 0 DOOR FRAME U1 LOCK-SET'KEYED) BA BRONZE ANODIZED m Yo _Q W PAIR BUTTS Ea ELECTRIC OPERATED m O ID SIZE TRIG HAND ELEV TYPE MATL J 3 IK REMARKS FAG FACTOR*FINISH FLOOR STOP STRIPPING FS F SET WEATHER LEXIBLE STRIP Q Q J STOREFRONT SYSTEM (THRESHOLD HM HOLLOW METAL N to LL I Z Z Z Z Q V Q 111777 HMH HOLLOW METAL HONEYCOMB LL J LL �� W = I'EIF9 0/I/2' CLOSER HMI HOLLOW METAL INSULATED to EXT.G7P BD. OHD OVERHEAD DOOR 001 - 3'-0,x 7-0" 1-3/4' RLIR A ASF CLEAR FULL - ASF CLEAR 411. ONDI OVERHEAD DOOR INSULATED 002 - 3'-0,x 1,-0, 1-3/4' LHR A ASF CLEAR FULL - ASF CLEAR 4 1/2' J-1 I - _ BACKER ROD GROUP 2 GROUP 1 OP OVERHEAD DOOR SECTIONAL s I CAULK RU ROLL-UP DOOR 003 - 14'-0'x 14'-0' - - F GLEN PAINT - - STEEL PAINT - J-3 - - STEEL STUDS SCW SOLID CORE WOOD a HOW HOLLOW CORE WOOD 004 - 3'-0'x V-0' I-3/4' LH B HMI PAINT - - STEEL PAINT - J_2 1 - _ CMU GYP BD.BY VLD VERTICAL LIFT DOOR 7 005 - 3'-0,x 1'-0, I-3/4' RI4 B HMI PAINT - - STEEL PAINT - J-2 1 - - FUTURE TENANT VLDI VERTICAL LIFT DOOR INSULATED Al HLD HIGHT LIFT DOOR 006 - 14'-0'x 14--0' - - F OHIDI PAINT - - STEEL PAINT - J-3 _ _ _ HLDI HIGHT LIFT DOOR INSULATED K a 6 a 12 GROUP 3 GROUP 8 j w w o � d w J—'1 O O LL IL jGrE HOLLOW METALSEALANTFRAMEB.S.TYP. JAMB TRIMGROUP 4 GROUP 9LIG 6 >. xj WALL PANEL w GROUP 5 GROUP 10 W '° o �vo J-3 V R U x w � U SEALANT B.S.TYP. Z O U D = JAMB TRIM q w WALL PANEL ui �.r N ° �- Z 0 i` x = F III LIGHT GA.GEE F' A 3 IL z NA w O 3 SWING DOOR ELEVATIONS aINSIDEL7 Z m KE . w O U1 �On Q U raL- OUTSIDE [ Q ca WINDOW SCHEDULE WINDOW ELEVATIONS RIGHT HAND DOOR(SWING IN) ° RIGHT HAND FRAME .Q O po SITE OPEN FRAME ELEV ZA A AA S 55 c cc Z w Q r N 3 Z Z IL r INSIDE N U O Z Q 001 - 4'-0'x4'-0' - CLEAR/ALUM. C - TINTED,LOW-E- INSULATED Z 002 - 4'-O'x4'-O' - CLEAR/ALUM. C - TINTED,LOW-E- INSULATED KE w O 3 x o �— w 003 - 4'-0'x4'-0' - CLEAR/ALUM. C - TINTED,LOW-E- INSULATED O F —}�� 004 - 4'-0'x4'-0' - CLEAR/ALUM. C - TINTED,LOW-E- INSULATED III �-1 Ju O m 005 - 4'-0"x4'-0' - CLEAR/ALUM. C - TINTED,LOW-S- INSULATED OUTSIDE ^ ^ 006 - 4'-0"x4'-O' - CLEAR/ALUM. C - TINTED,LOW-E- INSULATED LEFT NAND DOOR(SWING IN) {ll/ {V/ l--1 LEFT HAND FRAME Z A w U U z PROF IONAL SEAL w LICENSED INSIDE ARCHITECT AR-2 S4 D E Z4,•oj OUTSIDE O _ATE OF 1 A11 w RIGHT HAND REVERSE BEVEL(SWING OUT) J TE0Rf LEFT HAND FRAME — .,J Q_ w DO NOT SCALE DIIII n B CONTRACTOR SHALL DVERIFYIMENSIONS ALL T AT THE IJ 5 AND DIMENSIONS WAT THE JOB 51tE AND NOTIFY w INSIDE HA DIMENSICE,ONAL r INC.OF ANY DIMENSIONAL ERRORS,OMISSIONS, w OR DISCREPANCIES BEFORE z F A ANY WORK BEGINNING OR FABRICATING O KEY 0 a OUTSIDE DRAWN BY SLEET LEFT HAND REVERSE BEVEL DOOR(SWING OUT) R.wr=wERO 4&.00 � RIGHT HAND FRAME Ili I u DATE REV. o 24 JAN 03 N SCALE o 24'x36" JOB NUMBER o ° c NONE 03504 w i I ------ ----------------- W ---------- 12' RE CH EXISTING - -- --- -------- CONS7.8'PRIVATE SEWER SERVICE V LOCATED IN LOTS 2 & 3 '�""•' N 90'00'00"E 319.08' WITH MANHOLE SLOPE=0.43% �` INCOM INDUSTRIAL PARK SECTION 24 U Q o 4R 0 �----RETAIN EXISTING ' \ 'I _ -- -- rvI _ _ - _ _ _ _ - - - _ - . - _ - . _ - - . _ _ _ , - - - - - ts9sa' T - 159.54' T TOWNSHIP 10 SOUTH, RANGE 17 EAST, C Z 9 N < -------------------------------------------------------- 4 o m .. ---- --- - -- I I I TWIN FALLS COUNTY, IDAHO N �_ y l•I rI a LOT LINE(TYP) EXISTNG FIRE HYDRANT I / G) \3 0 0 �x ofl &GATE VALVE Igend• ® WD�e aT---------------------------I y INSTALL I"WATER SERVICE I I _ Z o it I I I 10'MIN.SEPERATION I EXISTING PROPOSED: [� IO op z I l I I I ROAD ECENTERUNEARY W p 0 __-CL�T$T.4'PRIVAT�SEWER SERVICE (j I I EEDCE OF ASPHALT C >ASEMENTW Q�x E wnA DRAINAGE SWALE _\I I STANDARD CURB&GUTTER -= -. W ¢W_ °o STAND UP CURB _ W Vicanaty N.T.S. I I I \ 1 l SIDEWALK WATER MAIN p-r- y O V)m E I I I STORM DRAIN MAIN 12'SD U o m W IRRIGATION MAIN =- - _ '_ - It1 ¢ J o E 11 I FUTURE EXPANSION I 1 I NATURAL GAS(UNDERGROUND) - AR• W i CONST.3004�L.E I LOT 2 I - I 1 I TELEPHONE(UNDERGROUND) r Z 3•PLANTNIX PAVEMENT I 30'PIPELINE PERK �I 1 I xdt5___.- t I LOT 3 Ate'' I OVERHEAD ROVER LINE Z o, I .F.CC STANDARDS _.-._. _ _o- 1 _I _ 1 I CONTOUR LINE -------3T4)- - a 2'-3 4"BASE AGGREGATE N' N' 11 1 1.36 A c. _ -I 1 1.36 A c. ,, 1 I WATER METER ® ® N 3= COMPACTED TO 95%MAX.DENSITY I y y _ I I I I SEWER SERVICE �-- f-4'ss- W(0THICK a w 12' I W y I I y 1 1 i 2 I I PROPOSED EDGE ORAVEL ROA(1W I i FIRE HYDRANT I 11 B'- t SE AGGR. A HALT ROADWAY '.�c� COMPACTED z'TO BA 951E MAX,DENSITY WRIER VALVE P4 SUBBASE-COMPACTED TO 95x MANHOLE 0 0 MAX.DENSITY I I W EXISTING EDGE OF GRAEL CLEANOUT • I y I I I I TELEPHONE RISER p NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER I l / I I I END OF ASPHALT DRIVE I I POWER POLE : PRANCHOR IOR TO BASE AGGREGATE AND ASPHALT PLACEMENT r I POWER POLE STRUCTURE AND 1 1/2•BASE TO BE CRUSHED GRAVEL TO ¢ ' 14.73 TA I IRRIGATION STRUCTURE •--� II l I THICKEND ASPHALT EDGE(iYP) ',:", Cln OF TVAN im FALLS STANDARDS k SPECIFICATIONS. J J9- II 1'W%.5'D SWALE BETNEEN CURB I CATCH BASIN O W V &DRAINAGE SWALE TRAFFIC RATED CLEHOUT �� T ical Parkin Lot Section COORDINATE WATER SERVICE DRAINAGE DIREC77ONAL ARROW ((- -yp g � _ .I W, l I LOCATION WITH APPROPRIATE l FLUSH W/TOP OF ASPHALT l FIBER OPTIC MARKER(UNDERGROUND) ~� �' CONTRACTOR - GRAVEL&EXCESS DIRT TO BE REMOVED AND STOCKPILED A7 A - LIGHTS •--AF Dew Notes p (3) LOCATION DETERMINED BY THE OWNER FOR FUTURE USE DESIGN GRADES SITE DEVELOPMENT maw mm x CW GONEnFIT y 30'LANDSCAPING LINE I I fO`"x mm R GONSL COgSTRUCT ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q I FROM FUTURE BACK OF SIDEWALK _ B04L2R MANTIC ASRAW 'm a"�"�' '060D i" COTE. an OF TWIN FALLS F+� 2000 EOTON OF THE INTERNATIONAL BUILDING CODE. I(] J-I LANDSCAPING TO BE INSTALLED CC I NOILTH BAST'NummTY M4 OF LOT 3 Fna 6 Aswwr 'm.m rA E.O.G. F=OF GRASS �•4 I LANDSCAPE 1 PER ORIGINAL AGREEMENT I I DJOEMf Daxs RtAL PARK 1p'°f 4Ed1N •mm rsr FFE FINISH FLOOR ELEVATION F 4 SOIL BEARING CAPACITY=2000 PSF ALLOWABLE 'IP v m.Trz HATCH®AREA- TOP OF PAT IIEVA7K)N-341409 Fm a°xm •oo.m rc GB GRADE WEAK ASSUMED. i0 BE VERIFIED BY CONTRACTOR,NO CLAY � 1'CURB CUT IN EXTRUDED CURB 'I --� I INvr INVERT a EXTRUDED CURB TYP 73 HCd*L1S Qd• nv o asa moo OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. rrnn "' �'I ( ) �'I S• ( `. 1 l WP a Nr.•FA q 1I D MAN DOOR O FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR UJ "15.75 TA 14.99 T 14.74 TAB O.N.P. OAR HEAD POWER SHALL DETERMINE THE QUALITY AND COMPACTION OF I_- • I I :. Cc - RD ROOF DRAJN HEAD DOOR THESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO 15.45 iC 15.815 TC 16.33 TC 11.00 TCC •',• I I At 0 10 20 A10 sD srorw GRAIN 95Z OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD PROCTOR AT OPTIMUM MOISTURE AND PLACED IN fY LIFTS. \ I I I " (14) (13) - ,.: _ 5.70 TA I TFc.G TwN FULs cwu cowANr ra � Q }'UTURE�'ACK. I TRENCH DRAIN W/DRYWELL per,.gyp w/ wTH THE ENGINEER IS N07 RESPONSIBLE FOR ANY DEVIATION Z I OF VE*ACK I MONOLITHIC SEE DETAIL THIS SHEET -` I c SCALE IN FEET 00 FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED I Gu�6 �+ 1 I Aoi I �SEEV.- tT.DW 1.81 TC, PROPOSED IGLOO BURDING Z IN WRITING BY THE ENGINEER. -Io CONC.LOADING DOCK �' ASPHALT I n I SEE CONK. ALL D FOR L LANDSCAPE PLANTER 00 RErawNc WALL DETAIL I ,f F.F.E. = 3417. n o- EXISTING END OF ASPHALT TRENCH DRAIN yC p 1.56.1C I j" S �, O BEGRBNG OF GRAVEL DRrwELL �� O uality Control and Testing � oal I o16.B6 TG I M 1 i ROADWAY Y' -0 ELLV.- 13.00 h 51 x 4'4�1`x 4 T CONIC.STOOP - ` ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCWPLISNED y'K�� -l I j' I (TYP.CF 2) o 15.70 TA O BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE Gr T,a.cv y W y ASPHALT 1&40 TCC ' CC 40 �\ �� I Z�. t.S To a'WASHED AGGREGATE ]E MATERIAL SUPPLIER APPROVED BY THE ENGINEER o� ,it`s I l 101 x 16'W x 4'T CONC.PAD •15.75 TA \ 15.15 T 14.95 TAB ;o (TYP.OF 2) �ELEV.- tO.Do THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED. a I I d . �+t�• I �j F°16.90 TC.� _ � -, l I I IMPERVIOUS: 30'x40'x 1.6/12 x+95%= 152 C.F. H1 r 1'1 SOILS AND GRAVEL COMPACTION: - DRYWELL: 5'W x 281 x 3D x 0.40= 168 C.F. v ASTM D 698, STANDARD PROCTOR I Qc I I ^7 20' 24' 20' n EXISTNG 25'WIDE ACCESS,UTILITY,DI(AINACE, TypGCal Drywell Detail N.7.S. r0 �'"' � 4 + DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE EXISTINEDGE�' I w I CC WATER AND SEWER LINE EASEMENT ASTM D 2922,NUCLEAR METHODS. ,K\ A%IAL I o" I - ELEV.= ts.0o MIN. • HE 9.( (� '- o I EXISTING EDGE OF ASPHALT I I -� �- DO NOT SCALE DRAWINGS ELEVSite Summary J} I\ 1I J6 TC 1 iZo4 TC o I MAX. It.Ts CONTRACTOR D DIMENSIONS ALL OWNER: Z / I M47( N.T.S. LIIGINEERROfAANY Dp MEENSKKIALAT IGL00 DEVELOPMENT H `93'SETBACK FROM CIL I - I I I l I Typical Swale Detail ERR OTHE RS,SOMISITE SONS,OR NOTIFY TDIS- TWiN FALLS,IDAHO 83301 , 3200 @'ROAD _ (IO) I - OR NCIES BEFORE BEGINNING ZONING: M-2 A� * I - \ 1 15.29 TA I Notes. OR FABRICATING ANY WOPK. EXISTING BUILDING FOOTPRINT =0 SF(f) Ji Tif --- \�5.3 - I - 2113103 T ViTEK NEW BUILDING ADDITION =APPROX.16,040 SF(t) G I� - �- -.-.-- SCUPPER SIDEWALK WHERE I THICKEND ASPHALT EDGE(TYP) I I l 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EgTON OF THE MVED BUILDING 20'WES TOTAL CONSTRUCTION SITE AREA =118,527 SF(3) I NECESSARY FOR ROOF DRAINS I \ I IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION, TWIN FALLS COUNTY AND ALL OTHER LOCAL, PARKING REQUIREMENTS 1/400=40 SPACES 1 / _ t 1 OR PIPE ROOF DRAINS 70 DRYNELL I - STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE SEE THIS SHEET FOR SIZE 2/24/03- T. N7EK PARKING PROVIDED=40 SPACES \ ` -"- 1- -- COORDINATE WITH GENERAL I PROPOSED EDGE OF ASPHALT I l I SPECIFIC DETAILS NOT COVERED BY THESE STANDARDS PARKING&LANDSCAPE LANDSCAPING REQUIREMENTS 2SF/LF OF FRONTAGE= 1380 S.F. \ EXISTING FIRE HYDRANT-".` REQUIREMENTS LANDSCAPING SHOMN=2642 S.F. _ I I FUTURE EXPANSION I &GATE VANE I I 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT 2126103- I. WTEK ` . .� I I ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ LANDSCAPE BUFFER GIPS Calibration \ I I I I I I OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH 3/4/03- T ViTEK 16.36 i GB. - I - SITE CONSTRUCTION. 30'LANDSCAPE LOCATION HORIZONTAL CONTROL* iOH FLOM1yN)e •31 4 g -..�C I I Ius °{v c 3. RECORDED ANDm/OR FILED SURVEY CT ••• NORTH WEST CORNER OF LOT 2 (1/2") l ,\ \ I 1.11 L--------------------------J N,s+be bPyA / _ RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS \ 1 RECORD MONUMENTS EXIST M IN THE LIMITS OF THIS PROJECT. IT IS THE CONTRACTOR'S RESPgNSIBII � N=7730.66 E=f005Z82 \ W _---" .F EXISTING SIC(N ncK.b W°nwYts/M• 1 / DESTROYED WRING CONSTRUCTION. NORTH CORNER OF LOTS 2&3(1/2') 3at6-'�.-_ _ l b /`. N=7730.72 E=1021Z36 �� - / _ 4 BETWEEN NORTH EAST CORNER OF LOT 3(1/2') - "-- - - - - - - - - - --`�\ - - - T' T - - - - - - - PROVIDE FOR PROPER DRAINAGE AND CONTRACTOR SHALL PROVIDE ALL NECESSARY HGNNZOJTAI AND VERTICAL TRANSITON N=7730.71 E=10376.92 15. "-"-- -- 15.92 JC�-- - -_ __.._..___ __ -- ______16.1�T��- NEW CONSTRUCTION AND EXISTING SURFACES TO ---p-rr- ------ ------ --------- µ- - - ------- ---- " -- 1 INGRESS AND EGRESS TO SAID CONSTRUCTION. XISTING FIRE HYDRANT l ATCH ASPHALT IN XISTING EXISTING EDGE OF ASPHALT _ F GATE VALVE 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED Retention Data. I 1 I I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA. 95%COMPACTION REQUIRED. (SEE SWALE DETAIL- THIS SHEET) RETAIN&PROTECT _ STOP SIGN I 6 EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ASEMEN75(SEE FINAL PLAT) I I ONLY, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILTIES BUILDING AREA PROPOSED&FUTURE=28,000 S.F. .-.- - - - - - - - . - . - - . . - . . - - - _ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR ASPHALT&CONC.AREA=46,128 S.F. I I �n NOT IN THE LOCATION SHOWN ON ME PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. LANDSCAPE&ORYSCAPE AREA=44,400 S.F. I ELDRIDGE AVE. [PRIVATE] I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND IMPERVIOUS: 74,128 x 1.6/12 x+95%= +9,389 CF. XISTING 30'CULVERT - SPECIFlCA TONS. 01400 x I.6/12 x+20%= +1,184 C.F. i I I I •w T.VREK 11Q527 x 1.6112 x-35%= -5,532 C.F. 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR RETENTION REQUIRED= +5,041 C.F. TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGJNE'PRIOR 70 COMMENCING WORK. SWALE 1: 100'x 16'x 3.25' - LANDSCAPE&LIGHTING PLAN ,c FEB.2003 RETENTION PROVIDED= 5.200 C.F. I I I BY OTHERS 1 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS SHOWN FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 58.00' 159.54' 159.54' SHALL BE REPAIRED TO THE ENGINEER'S SATISFACnCN AT THE EXPENSE OF THE CONTRACTOR. 23 546-0 5 1 24 S 90'00100"W 319.08' 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD'S. &SPECS. Curb Radii Data. Ci &Engineering Contacts Utility Company Contacts 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER IDAHO POWER INTERMOUNTAIN GAS COMPANY Q-WEST CABLE ONE FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. .. E 0' F 20' 40' Sp' ITW12���D AVENUE IDAHO 83301T 345 TWINALLLLS,IDAHO 83301D AVENUE i 601 POLE LINE ROAD INFALLS,IDAHO 8330IIE 2 321� �D AVENUE IDAHO38330f7 EHM ENGINEERS P.O.621 NORTH COLLEGE 83301D SUITE 100 TWINBFOALS,IDAHO 53301 TWINBFALLS,UE ADAHOKES L83301 TWINBFALLS IDAHO 83303 nWNBOX 1946 FALLS,IDAHO 83303 11' TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED C LM 208-736-3478 1-206-7J7-63DO 1-208-733-0332 1-208-7J3-6230 PRIOR TO CONSTRUCTION. l� W REX CHAMPNEYS MARIANNE BARKER GREGORY T.MISBACH GARY YOUNG 1-208-734-4888 TOM ADAMSON REGINALD LARSEN KIM QUESNELL RON BURNS ------I-W ------I--------- ---��------------- -----W--------- - ---- 12. ��-'� .R .•ao eci / I CONS? 8'PRIVATE SEWER SERVICE LOCATEDIN LOTS 2 & 3 RETAIN EXISITNG J - - - _ - - - - - - . - - - - - - - - -_- INCOM INDUSTRIAL PARK SECTION 24 ¢O DITCH WITH MANHOLE SLOPE=0.43% H �I. Ol N 90'00'00"E 319.08' / t �� �.W O 159.54' I 159.54' .( / Z I-------r- - ---- i /� TOWNSHIP 10 SOUTH, RANGE _17 EAST, z 1 I I TWIN FALLS COUNTY, IDAHO N -- LOT LINE(TYP)� EXISTING FIRE HYDRANT T I- I - `L e' e n(�� N to n w ---- &GATE VALVE I I ^-(� `o I r------------- ---------I I I''' Q MA co INSTALL 1"WATER SERVICE i I I 10'MIN.SEPERA77OtJ I -I / PROPERTY BOUNDARY EXISTING ", PROPOSED: ). Q m 1 w •� I .4'PR_VATESEWER SERVICE "J��, I I EASEMENT C > I 9 Io I 1 I I ROAD CENTERLINE W 00 o -1 'z" A I - i EDGE OF ASPHALT W Q>2 E I DRAINAGE SWALE 1 \ I I I ,i �\ATE VALVE a_-.,'I - STAND AUP CURB&GUTTER W D W- °y -' Y ICJJZZty N.T.S. I i I I I I I I DRYSCAPE� .\ 7 I I I SIDEWALK I. I I I WATER MAIN -1e' - w 8'W Q m r 1 I I I I STORM DRAIN MAiN __ - 12 3D �,"'� N Q J a I I FUTURE_EXPANSION I \�, I NATUBAC GAS(UNDERGROUND)TELEPHONE M; W OE _.____. I i I I OVERHEAD POWER w Z I .. .5 I .,. IRRIGATION(UN ) 'let_ 12 1 Z a_ III T 3 3•PLANTMIX PAVEMENT T O O I - Z O CONTOUR LINE .___-_--'3747_.-_.-__ (-.,:�..(3 2•-3/4-BASE AGGREGATE I 1.36 Ac. M i. ' ...WATER METER ® ` COMPACTED TO 95z MAX.DENSITY - I I I SEWER SERVICE W l0 1-a w �R PROPOSED EDGE OF B'THICK 6•-1 1 2-BASE ACGR. 12 I ASPHALT ROADWAY I I \_'-. I i I GRAVEL RO NAY I. WATER TER VALVE oa Y I ( d,, l COMPACTED TO 11%MAX.DENSITY 1 I I I a'"�j, •I MANHOLE ®' O I EXISTING EDGE OF GRAVEL ' SUBBASE COMPACTED TO 957.MAX.DENSITY '�, - i I � � EANOUi •CC I ✓✓, I TELEPHONE RISER o I I END OF ASPHALT DR - I. I POWER POLE t NOTES. SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER I '-� I - I I 1 1 n $ -, I POWER POLE ANCHOR - e-- PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT 3/4"AND 1 1/2"BASE TO BE CRUSHED GRAVEL TO I �• 1 / TTED CLD ASPHALT EDGE(TYP I I ar ' 14.73 iA I 'IRRIGATION STRUCTURE CATCH'BASIN FSS� 10 CITY of TWIN FALLS srarlDARDs sPEORlcanons. J-G-- PW x SO SWALE BETWEEN CURB I �FLUSN CW/TOP OF TRAFFIC � � I DSIGN RAINAGE DIRECTIONAL ARROW I Typical Parking Lot Section 0 \ I I% / - &DRAINAGE SWALE COORDINA R SERVICE - LOCATION WI 1H RIATE I - ` FIBER OPTIC MARKER(UNDERGROUND) '^ � CONTRACTOR LIGHTS - "_0 --f � i 26' I GRAVEL&EXCESS DIRT TO DE REMOVED A TOCKPILEO Ai.A' I I E I. DesigJZ Notes O LOCAT ON DETERMINED BY THE OWN OR FUTURE USE I DESIGN GRADES SITE DEVELOPMENT m a w u ma°n �G CONCRETE ,{ no"E •moo R CONSL CONSTRUCT F-I ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE I Q I I I I - 1 I BEAYYi MARK ASSUA4D me a Awiur •aua°;A e 9 iCC \ Eocf or AtwAtr • .a°a Co.r. OTY OF TWIN FAlls 2000 EDITION OF THE INTERNATIONAL BUILDING CODE." O 1 NORTH EAST PROFFBTY FIN OF LOT'3 E.O.G.F EDGE 01 CRASS _ f7'' I I INODM NDUSIRIAL PARK ieP •0d00 rsw F,F.E. FINISH FLOOR ELEVATION I SOIL BEARING CAPACITY=2000 PSF ALLOWABLE I I I 1 `\` I 10P a"x'OArE 'mm x G.B. GRADE eREax ASSUMED. TO BE VERIFIED BY CONTRACTOR,NO CLAY _ A' TOP OF PIN ELEVATION-3414M rte a ame •ro.ao a 1'CURB CUT IN EXTRUDED CURB I iNVr IrrvTRr rm n'mlm .aa o°nrc OR NON-ENGINEERED FILL'BEARING SOILS ALLOWED. rn ' I XTRUDED CURB(TYPJ I �'' \ I I ( of wr,a FA-) M.D. MAN DOOR FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR In I ,'� •15.75 iA 1, 14.74 TA O.H.P. OVER POWER SHALL DETERMINE THE QUALITY AND COMPACTION OF z - 1115:967C6- �0•CC ,} IAf O.H.D. OVER HEAD DOOR THESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO - I 75.45 TC �= 15.85 iC 16.33 TC��-16'Z'-1`+-� I TCC 4 - \\ I I RO ROOF DRAIN O I 95%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD ,I `� 0 10 20 40 w ' sTnRM DRAIN r1_4� .PROCTOR AT OPTIMUM MOISTURE AND PLACED 1N 8'LIFTS. I I (14) .. (13) - / �, -�.� •15.70 IA \ : I W/ WIN _ TRENCH DRAIN W DRYWELL u - SCALE IN FEET { THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION 11 I I' -�- MONOLITHIC SIDEWALK { SEE DETAIL THIS SHEET '•. `^ ' ,{ I , -B ELEV.- 17.00 - W FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED (Q 11 !1� tT iI.T "7 M I `� IN WRITING BY THE ENGINEER. �, I _16,81 TC PROPOSED IGLOO BUELDING yyyr, 'i M SEE CONC.DWG'S FOR Z �i CONC LOADIN'. CK �ASPHALO NI RETAINING WALL DETAIL - m LANDSCAPE PLANTER-F.F.E. = 3417.00 " `,•X I w I EXISTING END OF ASPHALT TRENCH ORAIN ual /."Y. J I I 15.56 TC r ,' " I o BEGINING OF GRAVEL DRYWELL 1 Zty l OntrOG and TeStJJZg I �DRYSCAPE� I (a°16.86 TC I o�ROADWAY -OE Ev.= 13.00 1� x4'4°W x 4'T GONG.STOOP \ o _ ALL MATERIAL SAMPLING AND.TESTING SHALL BE ACCOMPLISHED I !I -- F--- o '`I (TYP.OF 2 17.00 iCC 15.70 TA \ 1\ �'oo BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE I 9 16.40 iCC o M I J CC 40 '�,, �✓ I\ 1.5'To 3•WASH]IR REGATE O MATERIAL SUPPLIER APPROVED BY THE ENGINEER, I I - ASPHALT aw / z o w 101 x 16'W x 4"T GONG. AD `•15.75 TA'� 14.95 TATYPT WTHE FOLLOWING APPLICABLE MATERIAL TESTING RILL BE REQUIRED: °16.94 TC -2) ,- -J - LEv. - 10.00 � '.• ' o x � VIOUS: 30'x40'x L6 x+95%= 152 C.F.SOILS AND GRAVEL COMPACTION: I - o o 1 I ASTM D 698, STANDARD PROCTOR 2' 24' 20' ,5'. 4/" o I T 1JJicalD wellDetail LL: T'W X 28'L x )x 0.40= 76 N 7.5. DENSITY OF SOIL AND SOIL AGGREGATE IN PLACEEXISTING EDGE OF I11 o I CC I I �` ASTM D 2922,NUCLEAR METHODS. I I ASPHALT I /� z- \ I I 9' EXISTING EDGE OF ASPHALT '7 = 1s E DO NOT SCALE DRAWINGS - / yy/ y/� I ELEV.- 11.75 CONTRACTOR SHALL VERIFY ALL Site Su//EJFFLyJ�) MAX. CONDITIONS AND DIMENSIONS AT l I'., I 15.76 TC 17.04 TC• 1 I C THE 308 SITE AND NOTIFY THE 93'SETBACK FROM ICL - I - / I / I pical.Swal et N.T.S. ENGINEER OF ANY DIMENSIONAL- / EXISTING 25'WIDE ACCESS,UTILITY,DRAINAGE, I•• ` ERRORS.OMISSIONS,OR DIS-. N?J R 3200 E.ROAD f CREPANCIES BEFORE BEGINNING 0 E. , -�r OR FABRI A INC ANY WORK i.WATER N N CT I �, I ..�, TE AND SEWER LINE EASEMENT I IGLOO DEVELOPMENT 11 \ _-- I THICKEND ASPHALT EDGE(T'YP) 15.29 TA TWIN FALLS,IDAHO 83301 \ __._._._ /.... .' •OpJA-----d-- - -i--- - I �r I ZONING: M-2 �TSS1-T� _ ! L V O - --1---- --- I I PROPOSED EDGE AF ASPHAC� I I 1. ALL CONSTR ON S L FORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THE EXISTING BUILDING FOOTPRINT =0 SF(f) "' -` r 1< IDAHO STD'S, PUBL .KS CONSTRUCTION, TNIN FALLS COUNTY AND ALL OTHER LOCAL, NEW BUILDING ADDITION =APPROX.16,040 SF(f) 1 i _ _ ` I - I Tt. \ I - STATE AND FEDER AG DES N'HICH ARE APPLICABLE.SEE THIS SHEET FOR SIZE - TOTAL CONSTRUCTION SITE AREA = 118,527 SF(f) \ .' I \ --{---- --- I I I /^° - �, I SPECIFIC DETAILS NO. OVEREO BY THESE STANDARDS - - i / \\ •\ REMOVE EXISTING SIGN I I v EXISTING FIRE HYDRANT I - _ \ J _ I FUTURE EXPANSION 16 \ I 2. s THE CONTRACTOR SHALL T. ALL.NECESSARY AND PROPER PRECAUTIONS TO PROTECT &GALE VALVE q�I I I ADJACENT PROPERTIES FROM AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ GPS Calibration I I / I DRYSCAPE-) I I OR DEPOSITION OF DEBRIS RESUL G FROM ANY AND ALL WORK IN CONNECTION WTH __ SITE CONSTRUCTION. V I 1 / 16.36 TC 16.84 TC_ / EA �� 3. RECORDED AND OR FILED SURVEY"MONK NTS EXIST WTHIN THE LIMITS OF THIS PROJECT 7. / \iI , _ --\ B 1 .JITC 16.71 TC 4 TC I ------I -------- �)-- I \✓o �n� � I IT IS THE CONTRACTORS RESPONSIBILITY 10' ROTECi OR REPLACE ANY.MONUMENTS HORIZONTAL CONTROL: - �/I (- 24 \ '- -- I /I I DESTROYED DURING CONSTRUCTION. , NORTH WEST CORNER OF LOT 2 (1/2") I �\ _-_I - L- 7 --- I J I ) / - r 15.96 TC CB N=7730.66 E=10057.82 F/ l r NORTH CORNER OF LOTS 2&3(1/2') I I �►" -_._.F _ R Z N=7730.72 E=f0217,36 `� � (- _ �/ NORTH EAST CORNER OF LOT3(1/2") `. .� CON R AN VERTICAL L TRANSITION I70N N= =1 7 9 ---Y5:9$iC /� - - - _1 90 TC - - e - - --- _-._. L---__---_--16.1�IA.-i- NEW CONSTRUCTION AND EXISTING SURFACESYTO PRONTELFOR PROPER ADR DRAINAGE IAND E 4t 4 BETWEEN 7730.71 E 03 6.2 -----`� - ---�--- =- ---- .. �,.: ------------ -------- e INGRESS AND EGRESS i0 SAID CONSTRUCTION: EXISTING FIRE HYDRANT I MATCH ASPHALT INTO E NG -EXISTING EDGE OF ASPHALT &GATE VALVE 5. SUBGRADE FILL SHALL DE iN LIFTS OF 8"MAX.DEPhI.COM CIION TESTS ARE REQUIRED Retention Data, 1 I I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95',COMPACTION REQUIRED. \ (SEE SWALE DETAIL- THIS SHEET) - RETAIN&PROTECT I - ,, STOP SIGN 6. EXISTING UTIL177ES ARE LOCATED ON THE PLANS FOR THE CONVENI&CE OF THE CONTRACTOR ' EASEMENTS(SEE FINAL PLAT) I I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES BUILDING AREA PROPOSED&FUTURE=28.000 S.F. I I L - - . . - . - - ... . . - . . - - - . . - _ - _ - . . _ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN'Q ME PLANS OR ASPHALT&GONG.AREA=46,128 S.F. ;� NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LA T ALS OF ALL KINDS. .� LANDSCAPE&DRYSCAPE AREA=44,400 S.F. T I ELDRIDGE AVE. [PRIVATE) I MODIFICA77ONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STA�JOARDS AND a - - 1 IMPERVIOUS: 74,128 x 1,6/12 x+95%_. +9.389 C.F. I - SPECIFICATIONS \� L.VIiEK 44,400 x 1.6112 x+20%_ +1.184 C.F. I .,w 118.527 x 1.6112 x-35%_ -5,532 C.F. 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS°PRIOR RETENTION REQUIRED= +5.041 C.F. - I TO COMMENCEMENT OF CONSTRUCTION.CALL'DICLINE PRIOR TO COMMENCING WORK. FEB 2003 SWALE 7: 100'x 16'x 3.25' I - LANDSCAPE&LIGHTING PLAN " . RETENTION PROVIDED= 5,200 C.F. " I BY OTHERS I B. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS eC`x" SHOWN 58.00' 159.54' 159.54' SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. cw 546-02ST1 24 5 90'00'00"W 319.08' 9, LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD'S.&SPEC'S Curb Radii Data. CJty EJZgrJZeenng Contacts "Ni COnZpany Contacts 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS N0 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN ALLS FIRE DEPARTMENT TWN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER - FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. _ - IDAHO POWER INTERMOUNTAIN GAS COMPANY .O-WEST CABLE ONE Vo A 2' B 3' C 4' D 5' 345 SECOND AVENUE EAST 345 SECOND AVENUE EAST 601 POLE LINE,ROAD SUITE 2 321 SECOND AVENUE EAST EHM ENGINEERS P.O.BOX 8 687 BLUE LAKES BLVD.N. .'PA BOX 587 P.O.BOX 1946 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USEBY THE CONTRACTOR BUT SHOULD BE VERIFIED n /�/� 10'' F�20' 1�40' 9 50, 1-208A 75 IDAHOLLS, 713 83301 1-208-7 5 IDAHOWIN FALLS, 7288 83301 1-208A7J6�2190IDAHO 83301 1-208-735-7273N FALLS,IDAHO 83301 M1NN AL S,IDAHO 83301TH COLLEGE ROAD SUITE 100 TWIN08-736-34 8IDAHO 83301 T-'108A737-6300 IDAHO 83301 •'1-208A 73-0332IDAHO 83303 1TYN FALLS,IDAHO 08-733-6230 83303 PRIOR TO CONSTRUCTION. C 1.00 _ REX CHAMPNEYS MARIANNE BARKER GRECORY T.MISBACH GARY YOUNG 1-208-734-4888 TOM ADAMSON REGINALD LARSEN KIM OUESNELL RON BURNS - PRINTED _. _fE8p62003-.:- ------ - - ---- - EL ITO 12, p (3)"4'a CONT.HORZ r,• w W DO 150'(OUT TO OUT CONCRETE) L •4'a a 18'Or-,VERi - Z,0 B G D E F GT N J K r 2 •a' T Q N 20, 15, 15. S, 20, 10, 5' 15, IS, 20, --� T/2 T/2 CORNER PIER W ERE REQ'D. Z ^' v r - EL 14'_4_� I t 4 5 a tl TjlDO D I a 16'xl0'xb'CONC APRON I 1 ID I I 1b'x1O'xb'OONC APRON Ib' rn> ^w/•4 s a 12'O.C.EID.t 1 I CONCRETE DOCK SLAB I I °w/•4'5 0 12'OG.EW.4. Lo p - 12'THICKENED EDGES- 1 I SEE SITE PLAN FORI 1 °I2 THICKENED EDGES" DETAILS I 1 SECTION A TYPICAL CORNER WALL REINFORCING E ck�co r— —1 Go 8 S 11 CALEI 1 SCALE NT L--- --� ---- —� { i �— — --'1 I _--- 5' Cn omy ., - _ -' -- --- ----- -- ---z12 I L—— 21m3 1 L—— 213i I L I 2m1I ---- —_ J� DOWELS TO MATCH MASONRY EMFO�ING VERTICAL5 wJJ 4 m ID ILL! 0 Z ��I Q 1 1 oo - - — L7 — � — — 5'x5'ICONC STOOP(2 EA) — �L. _ — _ — I I m _EL BLOCK DOWN FOUNDATION WALL I I FOR SLAB POUR OVER®ALL I I [ "' ', w cN0 d w I 1 OVERHEAD t WALK DOORS VERIFY I I ; !31-4's CONT.HORZ L I DIM NSIONS t LOCATIONS TYP 8 PLACE5 I 1 I 1 I n I e H 1 1 I — 21mi ID ID 2IDI — —.N a "a'a a IS'O.C.VERY r— 2IDi 7ml 1 BAR SIZE BAR LAP(L) STANDARD HOOK(H) (2)"4'e CGNT. "g EL Is,_0, •5 25, m' F I I I L— 1 —J "6 3A,. 12, L_ —J - I I I 1 I I I I 1 1 m 55 G EL 14'-4— � •8 ` I - SECTION B TYPICAL REINFORCING SPLICE& HOOK II — E 11 I I 5'CONCRETE SLAB SCALE I'-I' SCALE. 1.4ea 12'OID.EID. II ME•3411'-0' 10 I 1 2mi I I W _ — 2m1 m 221 — —1 r 2mi -- I i CL CL DESIGN NOTES O IV L_ —_j - ALL CON5TRi1CTION SHALL BE 1N COlvr-OR"IANCE WITH THE --I O I2000 EDITION OF 7HE INTERNATIONAL BUILDING CODE. CRACK CONTROL , 17 1 •� I I JOINTS TYPICAL I DESIGN LOAD N35: - ® LI LL) c I I I SNOW LOAD-25 PSF,DEAD LOAD-5 P^..F,COLLATERAL-5 P5F WIND LOAD-90 MPH EXP.C J SEISMIC CATEGORY G O W In i I I — I DESIGN CRITERIA: !\'•1� CONCRETE F. 3000 PSI IN 28 DAYS.-5 iR BAG MIN. O 0 I.—I !— _ I I 10 I 10 - REINF.STEEL TO BE DEFORMED BARS Fy 60 K51 t- r__ 7DI i SOIL BEARING CAPACITY - 2000 PSP A65LIMED _ DO NOT SCALE DRAWINGS t I _ - - -. 1 TO BE VERIFIED BY CONTRACTOR,NO CLAY CONTRACTOR 4 3 I I I Q 1 1 O 1 1 ' I I OR NON ENGINEERED FILL BE SOILS ALLOWED.. THE JOD SITE AND NOTIFY THE ITI L-—J FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR ENGINEER OF ANY DIMENSIONAL L—I.-_J I L--J I L— I—J SHALL DETERMINE THE QUALITY AND COMPACTION OF ERRORS,OMISSIONS,OR DING THESE SOILS. -'ALL FILL SOILS TO BE COMPACTED TO CREPANCIEN BEFORE BEGINNING 1 I I 9T%OFMAXIMUM DENSITY AS DETERMINED BY A STANDARD OR FABRICATING ANY WORK. PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFT5.. 1I ANCHOR BOLT LOCATIONS AND SIZES AS PER SUPPLIER CONTRACTOR TO VERIFY ANCHOR BOLT LOCATION PRIOR S\CNAL pA, TO CONCRETE PLACEMENT. 4FS c'fE O'/h I ^� A A ALL EXISTING BUILDING DIMENSIONS,NEW METAL BUILDING a ID I I m' BASE PLATE AND FRAME DIMENSIONS TO BE VERIFIED AND C COORDINATED BY THE CONTRACTOR AND BUILDING MFG.. JJJ 1 _ 1 PRIOR TO CONCRETE PLACEMENT. i B I 4 — 5 1 6 I b 1 — © _ .00 _ ID0 I I D� SUPPORT SLAB REINFORCEMENT ON CHAIRS OR BOLSTERS c0 TO MAINTAIN PROPER POSITION DURING CONC.PLACEMENT, '. Ll THE ENGINEER IS NOT RESPONSIBLE FOR FOR ANY DEVIATION:———— —— ————— FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED L 2 5/03 IN WRITING BY THE ENGINEER FOR PERMIT 5 SITE PLAN FOR m OWNER SHALL VERIFY OPENING LOCATIONS AND SIZES PRIOR ID I I TO CONSTRUCTION. BLOCK OUT FOUNDATION WALL FOR SLAB SI EWALK IlA4IGN WIL PROVIDE B I I I L NG FOR FROM ENTRY I I g OVER AT ALL DOOR LOCATIONS I I� 2 �� 1 _ BOLTS t ANCHOR BOLTS:A301 mm r ..T/\(2�m0\ 5 mm I ---- ----- — ———————— ---- ------ t I " OIIOLITY CONTROL AND TESTING m q ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED B. MARTENS F 412"2' BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE b' 20' 13'-il IR' 20' 20' 20' 13'-II iR' 20, b' .MATERIAL SUPPLIER APPROVED BY THE ENGINEER oEs� B. MARTENS E F CT J K L THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: c,.w B. MARTENS 34'-5 1/1' 82'-1'(OUT TO OUT CONCRETE) 34'-5 1/2' SOILS AND GRAVEL COMPACTION: 03FEB103 ASTM D 698, STANDARD PROCTOR I - 151'(OUT TO OUT CONCRETE) ASTM D 2W2,DE CLEAROr METAND SOIL AGGREGATE N PLACE xuE AS SHOWN S FOUNDATION PLAN CONCRETEASTM CCM2,SAMPLING FRESH CONCRETE .xa. 546-02SC1,00 k - SCALE 1/8'-i' - 45TM C 31,MAKING AND CURING CONCRETE TEST SPECIMENS . f TESTS /� I COM-FIELD. ASTM G 39,COMPRESSIVE RAULI ..J c.L"00 ASiM G 143,SLUMP OK HYDRAULIC CEMENT CONCRETE ASTM C 231,AIR CONTENT OF FRESHLY MIXED CONCRETE BY THE PRESSURE METHOD 4 i � o W00 Z o 4' 5 _ Z o 2' I'-4' 5'5' I'-4' f- 'I r---- - LC O f- CRACK CONTROL r-- -_ --1 TOP WALL EL 100'-0' �--L- ----, _ I I CRACK CONTROL I I Q) 0 0 E p-I Lo J L P I I`" I A I M �- I r'�9v g `" r � - W w�- `D U I s TOP PIER EL 104'.0' I s I ~X F. PLAN VIEW I - 1 L L_y r-, Lij V) o 0 PLAN VIEW L----------I I I p�c • L--- ------J v_ PLAN VIEW PLAN VIEW TOP PIER EL 104'-0' r J^ o sip'0 ANCHOR BOLTS TOP WALL EL 100'•0' s4'0 ANCHOR BOLTS O - a W W/18'EMBED 0 2'PROJ. W/IV EMBED 0 2'PROJ. W U DO E ,EL 1'-0• Q 211-01 .r O 2 W J (2)ADD'L 3 TIES �..._ 1 W maw (10)3 TIES 0 EQ 6PCS f10)3 TIES a EQ 6PC6 34'0 ANCHOR BOLTS - sp'a ANCHIOR BOLTS W/15'EMBED 0 2'PROJ. W/18'EMBED 0 2'PROJ. k EL 1'I e IT, 0-_e IEL 17•D (4)3 TIES a EQ SPC6 _ (4)3 TIES®EQ SPCS (4)"b VERi6 AS SHOWN PLAN (4)K VERT$AS 6HM PLAN (4)5 VERTS AS 61-IM PLAN - (4)5 VERT6 AS SHOWN PLAN z 2'LL (3)-4's 0 EQ SPCS EX. z Y CL (4)-4's®EQ 6PCS EZ. z (5)"4's®EQ SPCS EID. (515's a EQ$PC$EID. f eo EL 1- 5=0� © -EL 15-0 0 To IL 5.0-0 m EL 15,-0_e e 14-0 _ EL1 !. I�b 0. iT EL 0-e [t� t 3'CL EL - 3'CL 3'CL 3'CL I 4. 1'_8. s. ' 2'-b• 3'-6' s 4' G SECTION SECTION SECTION 5' SECTION W L U " mo DETAIL @ GRID c lh. m(� DETAIL @ GRIDS 91 FI 161 � DETAIL @GRID a2:L2 sIM IDO DETAIL GRID E2 Cl CL SCALE 1/2'-I' SCALE VP-I' i SCALE 1/2'-I' SCALE Vl'-I' I. C) W � z TOP PIER EL 104'-0' W ti W I rIII ---------------�IIjI r--2--6--- 6 6 ---2--6-- ------------- ------------- Q JJutisfue-. W CRACK CONTROL CRACK CONTROL CRACK CONTROL cRacKOTROL J DO NOT SCALE DRAWINGZS -7 - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIIAENSIONS AT TPO PIER E0100' II III THE JOB ISITE AND NOTIFY THE a ENGINEER OF ANY DIMENSIONAL OMISSIONS. I I I TOALLEL L- CE W 10'• ORPANCESB(ORC BEGINNING R FABRICATING ANY WORK. L-_-- -_ _-_._- I I I - b' 1 �_____- I l 5' '3 6' 2' 5 2-6' 1. 5'J 2 I' TOP WALL EL 100'-0' TOP PIER EL 104'-0 -------PLAN VIEW pE�ys\EN 3 STEq NG F 5. PLAN VIEW TOP WALL EL 100'-O' �r 5 PLAN VIEW , PLAN VIEW sp'0 ANC. BOLTS .'o ANCHOR BOLTS - 34'0 ANCHOR BOLTS W/IS'EMBED 0 2'PROJ. - W/18'EMBED 0 2'PROJ. W/18'EMBED 1 2'PROJ. EL 21'-0' - 2EL 1,_0• Q 21,_0• . FOR PE�1Ii 'r (2)ADVL 3 TIES 3a'I0 ANCHOR BOLTS W/W EMBED A 2'PROJ. (2)ADD'L 3 11E5 (2)ADD'L 3 TIES 20'-0' ?' (10)3 TIES.EQ SPCS '� --0 (10)3 TIES a EQ 6PC6 (10)9 TIES®EQ SPCS (2)ADP'L 3 TIE6 (1)3 TIES a EQ SPCS IEL l'0, IV' (4)Y VERT$as sHaw PLAN n'-01 �^��^B. MARTENS (4)"6 VERTS AS SHOWN PLAN (8)"G VERT$AS SHOWN PLAN - '�._r. (8)'6 VERTS AS 6HIXLN PLAN OE9Cv B. MARTENS i IEL T_0 - f (5)5's®EQ SPCS U. (5)51s a EQ SPCS EU. (1)516•EQ SPCS EID. z (1)Sie®EQ 6PC5 EW. B. MARTENS £L 15, L0 5'-m'� ,< 03FEB'03 -0' 0 IEL 4'-0' 0 1_EL 4'-0' Q� AS SHOWN 3'GL 3'CL 3'CL 3'CL 2'-6' I' 2'-6' 2' 6' I' 2'_6• .. ..0. 546-02SC2.00 SECTION SECTION SECTION SECTION SCZ.OO DETAIL @ GRID C2 DETAIL GRID E2 F2, 2 mo DETAIL @GRID J2 nQ DETAIL @GRID K2 SCALE 12'-I' SCALE 1/2'-I' SCALE 0'-I' SCALE 1/2'.-I'. CRACK CONTROL - T--- ———————————— ---'� CRACK CONTROL ('---.----- — i---- ----.1 r•—————- -- —� CRACK CONTROL I I 1 11 a �� oM 1 1 I I ------- -- - m U a I I I I I ^ TOP PIER EL 104-C' 1 z _ - I c. TOP PIER EL 104'-0 I - TOP PIER EL 104'•0' -� r 7 b -Z p I r I I I I I ° Q Jrn e I m �� g d � �'\ �' I i N z� I TOP WALL EL 100-0' I i V/ 0 TOP WALL EL 100:_0. I r i TOP WALL EL M'_O. I i I I 20 r I I I I m ,- W w" L------ ------ I I �¢ L----- - — ----—J I 1 nl _l. y-5' 2'-9' I L————————T — ——————— J .E - � o 2 9 L 8 4 2 9 5 6' - L———————L - -- —-J L- ..w Oros. PLAN NEW g_b' g• q• 3'-6' _ 8 - W 1 o: PLAN VIEW A 8' _ .. PLAN VIEW 1. '.� J^:.� ar4'o ANCHOR BOLTS - s4•o ANCHGR BOLTS .PLAN VIEW - s4'm ANCHOR BOLTS - -� W O�ro^® W/15 EMBED 4 2'PROJ. WI 18'EMBED i Y PROJ. .. Ul/18'EMBED<2'PROJ. ';•-�+�-•-- 'W Z o r Z bi (2)ADD'L 3 TIES s4'm ANCHOR BOLTS - ADD'L 3 TI£5 .. (21 ADD L 3 TIES - W. Z �•p f2) W/18•EMBED m 2'PRO'. W (oo 0-Ld - (10)3 TIES a EQ SPCS 2�—4� 60)3 TIES s EQ SPCS - �r - (10)3 TIES s EQ 5PC5 I (2)ADD'L 3 TIES (1)-3TIES a EQ SPCS - IEL 10 (4)�6 VERTS AS 5NOI1.N PLAN } . e (8EL 1�S AS SHOW PLAN e (6)EL h VERTS A5 SHOWJ PLAN (b)"1 VERTS AS SHOWN PLAN (6)"4's a EQ SPCS E.W. £ Il'-0_� -i:. a (1)s4's 4 EQ SPCS EID - - (1)•4b a EQ SPCS E➢). 1117 (B)'5's 9 EQ SPCS E.W. a (b)5's a EQ SPCS El (S)Y's a EQ SPCS EID. ' (W'6'a•EQ SPCS EID . 2'C EL 15'-0' �1�16'-yam - 2' £L t5'-0' 2'GI _EL I5'.0� € r) _m �Tp " 0 3 GL L 1 8-0 2�:, ' 3 13�8• L 1 -0.. 7L 2 9' I' 2'-8' 3 C - 3'-6'. I'- 3'-6' 3'-6• I' 3-b' F..., W SECTION - B B' SECTION 10 11 SECiIGN p A SECTION W 2DI �E 1 T AIL @ GRID A3:L3 SIM SCALE 1/2'•F 2IDI DETAIL @.GRIDS 03,D4,D5.N3 144 4145 ALE 1/2'-I' .2IDI DL I CT AIL @ GRIDS A4 d A5 L4 t L5 SCALE IR'-I'SIM yIDl DETAIL TAIL @ GRID A6:L6 SIM SCALE 1/2'-I- Q -� - - TOP PIER EL 104'-0' _ r----------- ---- 1 TOP WALL EL 100-0' s� 0 TOP PIER EL 104'-0' rv' I ifi ..TOP PIER EL 104'-0' Q -�Q•1 1 Z'11L r -- ------ ---- pCr-------- --- -1 TOP WALL EL 100'-0' rJ � I I rI tOP WALL EL 100-0' ` ¢ z i ZD i I W r m II I I O Z -4'e•18'O.C.VERT: �,�<►.: 6 r7 zr--7 I i 1 b r7 r� 712'-3- (5)-4'e HORZ CONT. DO NOT SCALE.DRAWINGS LS -m i y - LCDNTRACTOR SHALL VERIFY ALL CONDITIONSAND DIMENSIONS AT CRACK CONTROL (3)-4'e CONT. THE B SITE AND NOTIFY THE ENGINJEER OF ANY DIMENSIONAL -4's•IS'.00. ERRORS:OMISSIONS.OR DIS— EL D'-0' ORFABRICATING ANY WORK.CREPANCIES BEFORE BEGINNING CRACK CONTROL - - CF?ACK CONTROL86_6, i L—————— -- ---� IEL I.0 ",ONAL EN f PLAN VIEW 2,_6. 6. 6. 2�-6, 3'CL ' 0 d s4'o ANCFJOR BOL15 ftlV-4' 'dt$1' W/I8'EMBED 4 2'PROJ.PLAN VIEW E� 1,-0, d ° - PLAN VIEW 'I ; �. Z I _ 3/4'm ANCHOR BOLTS - (2)ADD'L 3 TIES SECTION C BUILDMG DOCK WALL �''CrT a4'm ANCHOR BOLTS SCALE 1/2'-I W/18'EMBED e 2'PROJ. W/18'EMBED m 2'PROD. E 2� '-m 9. .. FOR PER11T (2)ADD'L 3 tiES !2J ADD'L 3 TIES VARIES - _ ' 9T-0' 00)3 TIES c EQ SPCS - (10)3 TIES a EQ 5PC5 - c 14'CL Ilr'CL .. Ili'CL _ (15)3 TIES a EQ SPCS .e .. ' ..m4's a 18'OC.VERT IT-o' I�EL l O, .HOOK INTO BUILDIZ.WAIL B. MARTENS 11)s41 HORZ CONT. B. MARTENS (6)'6 VERTS AS 5HOD.N PLAN - (3)•4's CONT. (6)h VERTS AS SHORN PLAN (8)'6 VERTS AS 5HOU.N PLAN ' - (6)5'e s EQ SPCS E.W. z (6TP4's a EQ SPCS E.W. CU 5'e•EQ SPCS Elll - Z m4's•18'OC °R"•: B. MARTENS F Z 15'0' - .. ® L 150 to - _ L 12_0 t EL (8)5 a EQ SPCS EID. a e„E 03FEB 03 P; t. F E� L IT 0, r EL 14 0 " _ _ 3'CL " u 3'CL 1� scu` AS SHOWN 2 33'CL ZD 1 2-3. - 2'-6' I' 2'-6' B B� 1-4 n.k.no Jr46'0ZSC2.Q1 3'CL C 1 SECTION _ - b'-6' -SECTION SC2 s O 1 2IDI DETAIL @GRIDS sb m cb 2IDI DETAIL @ GRIDS E6 F6 t 6b �iI`" 2DI 'DETAIL @ GRIDS J6 i K6 SECTION D DOQK R£TA Ni ra WALL SCALE IQ'-1' :.SCALE IQ'.1' - SCALE 1/2'-I ,SCALE 1/2'-1 \aeEn s-t- 1 O �r wwo b�JO� nJ� a O 2 e r �- S O is ,fir t r I ��db qt Ja•' txl IL 9 1. Design Criteria C. Steel Coatings: 7. Special Inspection Requirements 9. ABBREVIATIONS AND PLAN MARKS byabd 0Q A. Design and detailing services provided by Gem Building Inc., comply with Shop applied primer (unless specified otherwise) is a rust inhibitive A. General: In addition to the Inspections required by Section 108 of the AS ANCHOR BOLT(S) L ANGLE Mo the latest edition of the following codes and standards: coating. This protective coating is not Intended for long term UBC, the owner or the engineer or architect of record acting as the AISC AMERICAN INSTITUTE OF LBS POUNDS t exposure to the elements. owner's agent shall employ one or more special inspectors who shall STEEL CONSTRUCTION, INC. 'a 1 IBC Uniform Building Coda gp y p p ALT ALTERNATE MAX MAXIMUM o provide inspections701fthe during construction c the project as required In MBMA Metal BuildingManufactures Association' D. Base Plates: Section 1701 of the UBC. Special inspection a required for the following ARCH ARCHITECT MBMA METAL BUILDING MANUFACTURERS U^ N types of work generally associated with the erection of metal frame� ASSOCIATION !2' AISC American Institute of Steel Construction buildings: SM BEAM MECH MECHANICAL AISI American Iron and Steel Institute Base plates are designed for bearing on concrete which has a minimum BRG BEARING MF MODULAR FRAME t'•, SJI Steel Joist Institute 28 day strength of 3000 psi. 1. Concrete placement BLDG BUILDING MIN MINIMUM BTM BOTTOM ''MISC MISCELLANEOUS `� 2. Bolts Installed in concrete s 3. Concrete reinforcingsteel placement BS BOTH SIDES T 13 B. Design Loads: 9 NIC NOT IN CO iP CAB NS NEAR SIDE NTRACT 4. Structural welding S. High-strength bolting CABLE CL CENTER LINE NITS NOT TO SCALE 1. Structural Framing Dead Loads: 3. Welding B. Periods special inspection: Some Inspections may be made on n , CONT CONTINUOUS MASONRY UNIT 9 periodic basis and satisfy the requirements of continuous Inspection,' OC ON CENTER � Roof Dead Load: 5 psf COL COLUMN OHO OVERHEAD DOOR 6 A. Certification of Welders: provided this periodic scheduled inspection Is performed as indicated in OPNG OPENING 2. Live Loads: All shop and field welding shall be executed b AWS certified welders. Section 1701.5 for the various types of work. CONIC CONCRETE ii P 9 Y CONST CONSTRUCTION OPP OPPOSITE Minimum roof live load shall be used in,the absence of snow load. Welding procedure, operator qualifications and welding quality standards CNTR CENTER OW OPEN WEB r When snow loads do exist, the maximum of either live or snow sholl be In accordance with the AWS structural welding code. shall be used in design. DBA DEFORMED BAR ANCHOR PL PLATE W B. Electrodes for field welds: DET DETAIL PLF POUNDS PER LINEAL FOOT Z Roof Live Load: Per IBC E-70XX shall be used for all structural steel connections unless noted - DIADIAMETER PSF POUNDS PER SQUARE FOOT otherwise. E-60XX may be used for welding floor and roof decks. S. General Notes DIM DIMENSION PSI POUNDS PER SQUARE.INCH o DS DOWN SPOUT PT POINT a 3. Snow Loads: C. No welds shall be applied to hi h strength th anchor bolts without rior FUR PURUN o 1 Snow loads Including drift and banking conditions shall be PP 9 9 P A. It ease of discrepancies between GEM drawings and drawings for other DWG DRAWING determined using Appendix Chapter 16 of the UBC. approval from the GEM Engineer responsible for design. trades, the GEM drawings shall govern. v, Zo C EMS EXTRA HIGH STRENGTH RAF RAFTER F 1 B. It is the responsibility of the owner to obtain appropriate approvals and ELEV ELEVATION REQ'D REQUIRED Roof Snow Load: 25 psf P permits from any and all governmental agencies as required. E.O.D. EDGE OF DECK. RO ROUGH OPENING of EQUIP EQUIPMENT I1u 4. Wind Loads: - C. The supplying of engineering calculations and drawings sealed by a EQ EQUAL SCH SCHEDULE � iR Method 1 (Normal Force Method) used in design of structure. licensed professional engineer does not Imply or constitute an agreement EST EAVE STRUT SHT SHEET i9 c . Bolted Connections: 0i 1' 4 that GEM, or the design engineer Is acting as the engineer of record or EXIST EXISTING SJI : STEEL JOIST INSTITUTE 3 Second Wind Gust: 90 mph the design professional for the entire project. These documents are EXP EXPANSION SL STEEL LINE 0 Exposure Category. C All high strength connections utilizing A325 bolts are aheor/bing type sealed only in reference to the components designed and furnished by EXT EXTERIOR SSR STANDING SEAM ROOF A. ear Importance Factor: 1.0 unless noted otherwise. Bolts In these connections are to be Installed GEM. STD STANDARD ,� e j and tightened to snug tight condition in accordance with AISC specifications. FB FLANGE BRACE STL STEEL w 5. Seismic Loads: i Snug tight is defined as the tightness that exists when all plies are to firm D. The contractor Is responsible for the accurate setting of anchor bolts FCA FRICTION CLIP ANGLE SQ SQUARE Static force procedure used in determining lateral forces from any contact and Is usually attained by a few hits of an impact wrench or the and erection of steel in accordance with "FOR CONSTRUCTION" drawings FCP FRICTION CLIP PLATE SIM SIMILAR horizontal direction. Seismic forces are assumed to act lull effort d s worker attained an ordinary spud wrench. only. Temporary supports, guys, braces, falsework, cribbing or other FDTN FOUNDATION STAG STAGGERED nonconcurrently to the direction of each principle axis of elements required for erection will be determined, furnished, and installed FF FINISH FLOOR I k i the structure. B. Threads are not required by design to be excluded from the shear plane by the contractor. This temporary bracing must remain in place until all FL FLOOR T&B TOP AND BOTTOM k unless specifically noted otherwise. components including, but not limited to purlins, girls, sheeting, uplift and FO FRAMED OPENING TCB TENSION CONTROL BOLT 1 - flange braces, are installed and properly connected. The building shall FTG FOOTING THDS THREADS not be considered stable until all connections are complete. FS FAR SIDE TOC TOP OF CONCRETE w N F Ss = 0.2 S, = 1.0 C.Hardened washers to be used on all oversized holes or slots TOD TOP OF DECKING - Z � o a z Importance Factor 1.0 E. Foundation design or any other concrete design work is not by GEM. The GA GAUGE TOF TOP OFFOOTING g w 0 N D. All bolts and nuts to be stored In a clean dry place. g Y P g pp GALVANIZED TOS TOP OF STEEL/DECK BEARING y n 6. Auxiliaryand Collateral Loads: foundation engineer hi solely responsible for determining th n .the applicable GALV E. GEM uses the AISC formulas for determining the required anchor bolt load combinations which will govern the design of the footings, GEM GOLDEN EMPIRE MANUFACTURING TOW TOP OF WALL € Loads to be applied uniformly over the horizontal projected areas foundatlons, and piers. In addition, the foundation engineer Is OR GRADE TS TUBE STEEL n o of the structure unless specified otherwise. diameters. These formulas are based on a steel-to-steal shear plane. If responsible for determining the required anchor bolt embedment length CRD GIRDER TYP TYPICAL 3 n the foundation engineer chooses not to use an embedded shear plate to and all details for the transfer of all applicable shear and tension loads transfer the required loads to the foundation, the foundation engineer to the concrete footings or fors. - HIS HORIZONTAL BRIDGING US UPLIFT BRACE Z Roof Load: 5 psf shall provide alternate details to GEM which will develop the full capacity of g P HED a p ¢ N the anchor bolts. HEADER UBC UNIFORM BUILDING CODE 7. Load Combinations: F. Anchor bolts and any other Items embedded in concrete, including, but not HT HEIGHT UNO UNLESS NOTED OTHERWISE a o ca - of GEM Building shall design all primary firRZ mes'and secondary limited to masonry fasteners and anchors are not by GEM unless HO HORIZONTAL members In accordance with load Combinations as specified specifically noted on the plans. HSA HEADED STUD ANCHORS VERT VERTICAL W [ad f In the'applicable G. Observation visit to the project site by any employee of GEM Building Inc ICBO INTERNATIONAL CONFERENCE OF W/ WITH a building code. shall not be construed as Inspection or approval of construction. BUILDING OFFICIALS W/O WITHOUT 5. Open Web Steel Joist and Girders IN INCH WBC WIND BRACE CLIP .9 H. These drawings and all information contained herein remain the property INSUL INSULATION WCC WIND COLUMN CLIP g w A. The steel Joist and girder supplier shall be responsible for the design of all of GEM Building Inc. All rights are expressly reserved and they may not INT INTERIOR WP 8 steel Joists and girders, employing the direct supervision of a licensed be reproduced in whole or part without the expressed written consent of WF WIDE FLANGE o professional engineer. GEM Building Inc. These drawings sholl be returned to GEM Building Inc., at JB JACK BEAM WWF WELDED WIRE FABRIC 2Y5 Its request. JST JOIST m w 1 B. Camber: All Joists and girders are cambered per SJI specification unless _ PIECE MARK OR QUANTITY o. 2. Structural Steel noted otherwise. KLF KIPS PER LINEAL FOOT NUMBER OF STUDS KSF KIPS PER SQUARE FOOT > ' A. Material Specifications: C. Field Modifications: Do not modify any Joist or girder, Including holes K KIPS through the top and bottom chords without the prior written consent and 1. W Shapes ASTM A992 Fy= 50 ksi Ez�cept as noted direction of the GEM Engineer. v 2. Plates ASTM A36 Fy- 36 ksl 3. Angles and Channels ASTM A36 Fy- 36 ksi Except as noted D. All concentrated loads exceeding 100 pounds must be located within 6 Inches 4. Girders and Joist ASTM A36, ASTM A242; ASTM A529 of a Joist or girder panel point. Joist or girders with loads greater than 6 ASTM A570, ASTM A572, ASTM A588 Inches from a panel point shall be reinforced with additional web members Chords with the appropriate size and field welds to be determined by the GEM Fy- 50 ksi engineer. " I Webs Fy= 50 ksi E. No loads shall be supported from Joist bridging. 5. Tubes Y 36 ksi TABLE 0 F CONTENTS ASTM A500 Grade B Fy= 46 ksi I;'• 6. Pipes ASTM A53 Grade B Fy- 35 ksi 7. Cold Form Light Gage ASTM A570 Fy= 551 ksi a i 8. Brace Cable.EMS ASTM A475-72 9. Headed Stud Anchors ASTM A108 '' 6. Metal Panels. ANCHOR BOLT PLAN G1.01 is �- 10. Anchor.Bolts ASTM A307 • a 11. Structural Bolts A. Site Storage: Metal panels not promptly erected should be stored off A Z a. Primary Steel Connections: the ground with one end elevated for drainage. All panels should be ROOF PLAN : G2.01 LL GCi O U 3/4"diameter A325 Type N unless noted otherwise protected from the elements with a waterproof covering. _ L =Q Z b. Light Gage Framing Connections: li - j 1/2" diameter SAE Grade 5 unless noted otherwise B. Erection: When placing bundles of metal panels on the roof, SSR/DECK' PLAN G4.01 0 Lai EB. Golden Empire Manufacturing (GEM) is an AISC Conventional Steel Structures care should be taken to avoid overloading the supporting structural w r and Complex Steel Building Structures Certified Fabricator. GEM is also an members. All panels shall be placed in accordance with the U = approved fabricator.of structural steel- reference ICBO Report FA-340. GEM drawings and the appropriate details. Roof panels are not to be SIDEWALL/ENDWALL ELEVATIONS G6.01 & G6.02 Fabrication complies with the latest edition of the following codes and placed on steel Joist or purlins until such members have been permanently $ J _3 0' standards: fastened and all Joist bridging has been Installed. AISC American Institute of Steel Construction "Specification for the SIDEWALL/ENDWALLSHEETING G7.01 & G7.02 W < Lz Design, Fabrication, and Erection of Structural Steel Buildings" d SJI Steel Joist Institute"Standard Speclflcation and Code of BUILDING;.CROSS SECTIONS G8,01 p Z Z Q o Standard Practice" N C) q, STRUCTURAL DETAILS D1.1 AWS American Welding Society "Structural Welding Code" - D1.2 p IP AISI American Iron and Steel Institute "Specification for the Design of COLD FORM DETAILS D2.1 O } Cold-Formed Steel Structural Members" zCD MBMA Metal Building Manufactures Association "Law Rise Building Systems SHEETING DETAILS D3.1 - D3.2 Manual" F 3 FEB 0 5 2003 g o SHEET z RECEIVED Z G0. 01 FEB 0 6 2003 HAN_S_EN-RICE,INC -JOB NUMBER .0 - 03504 1 � I 5,. I) • - CENIER � W W� O d � . NNE O Oy�,O0 O 2 i 2' 2 1 2" . N i p� •fly0bd 9Q O a N A B C T T F G H J K L (4) 3/4"0 ? BOLTS I N N — I 20'-0' 15'_0•. -0" 20'-0" 5'-0' 15'-0' 20'-0' a S. i N N 6 STEEL - � LINE b B1 81 Bt 61 B1 61 B1) ce, 0 ' B1 ANCHOR BOLT PATTERN I I I I I u 1/4 SCALE I I ai us W W 10" < Ix OI 1 O AIPHA I5" LME 5 B - - —+— - 87 - + - _♦ ELEV.-103'-0° - - 103'-0° I � T N iR o N I I w � 0 � i� D_ v_i w' • � � gZao ' X N W � � •II (4) 3/4"0 BOLTS Bi - - - B7 I I B7 B1 w r \ of ELEV.-103'-O" ELEV. B� 10 ANCHOR BOLT PATTERN 1/4 SCALE z I I _ a $ t B 13 tj W S 3AIDHA 3 B1 I g7 I I B7 I .61 WE. uHE ELEV.-103'-0° ELE -103 V. '-0" � • 1 3 4" 1 3 4" $9a a CD K �1 'I (2) 3/4"4 BOLTS - L 61 B1 B1 B1 61 B1 61 81 z 01/4 ANCHOR BOLT PAT_I r�R N EEL _ _ - ELEV. 103'-0" _ ELEV. 103'-0" - ELEV 103'-0" _ _ _ 5 L iO QLINE SCALE C Q Z J at a- Q I I I 10 J CIE Ll 0,Al Al Al Al Al \/W _j I m DI( LLJ a 0 1 I w LINE col f I a 5" 5" Z Z U Q 0 e.s J.1 - _1 = 0 1 U W O Z_ a v J 1)FINISH FLOOR ELEVATION-100'-0". I W ! NOTE: )(UNLESS OTHERWISE NOTED). a 3)ALLOWM2a PROJECTION F COLUMN BASE ON ALL ANCHOR BOLTS. o SHEET � - 4)ALLSANCHOR BOLTS TO BEMI G NO GROUT EA3007UMN BASE. G 1 ♦ 1 • RECEIVED � • , .• � FEB 0 6 2003 p ' m JOB NUMBER HANSEN-RICE,INC. € 03504 i i o A O j a s yoad a Ot N al L I A B C T T F T YuJ T I 4 N N N 20'-0` 15'-0" 15'-O" 5'-O' 20'-0" 20'-0• 5'-0" 15'-0" 15'-O' 20'-0" 4 5• 70'-21A' 65'-23'4' 60'-2W 55'-2W" 50'-2Ye" 45'-Ak" 40'-lib- 35'-1@' V-1Vi" 17 25'-1' 20'-OLb" 15'-Oib' 10'-OYe" 5-OVi'oo 5'-OVr"10'-Oib" 15'-OYa" 20'-0'A" 25'-1" 30'-1 Vs' 35'-iVz" 40'-1Ye" 45'-Ph• 50'-2Ye" 55-2Vi 60-21h" 65-2Ya" 70'-2Th' S" a C1 Oz W10x C2.1 10z1 CS C4 yII S18 C6 W" 2 Oz01 WiOxl W10x12 I 1. WIOz12 1 6 UNE GS 24G4N2.5K G5A 24G4N2.5K G B 24G4N2.SK,� C4B 24G3N2.K G3B)24G4N4K S2 b C3 24G4N4K ,� T 3 0I4 4 N,.I K O GSC 24G4N2.SK O O O m /S�IA3.1j�V? O T �I I 7 . Sm TYP TYP S w ~ m Z N 15 ZP1 10Z14 �, Off/_) Z ua 15 ZPI 10Zi4 (2)ROWS PUNCHED BANDING S L1 W 1 � � O TYP o �(D 1 67 ZO c % Io G1 6OG1ON4.5K$ $ G2 50G10N4.5K ' �+ 5 V4. 6 p4a" Pu4' �P°� Bn� NII Boj dg S1. U 0?p 0� 0� _� fit. Asa �s• 9 N O n? 0 4P `� q� nq qB $ W a �4P N°p tS !F`?q B.p !(('Pq a v=Wi o r, n o 00 0u 15 ZP2 10214 O 15 ZP2 1OZI4 -�—(2)ROWS PUNCHED BANDING L7. of4 yppW10%3ePq � I. P9o- qcoh GC12 1f1m m m O W10x I1�I1In �j T m G1A 60G10N4.51C 4 G n �g u4 ye, 51ZP P P �7 K � N u ' QOr 4� oP TYP nqm mu 4 m m I !F la,. o m eI Z 0 15 ZP2 10Z74 3 (2)ROWS PUNCHED BANDING z •C ZZ 15 ZP2 10Z14 W li In do d AF r Q4a" a P Oc m?P Q4 g J � c+ Ba c 8 i c P P o X CqB nq nq C9B 40 I A F ! m L2 211 �9 A1>q FFP •ri F+q �,` AP C; n 3 'a'F I o 9q C26 Z'F qcF I 0 qcF 0 0 C13 p x �'.{I W10x33 Z�1 O G1B 60G10N4.5 0 7x x W70X e I G2B SOG10N4.5K C27 S7x7x e $ $ 1Q a �,Yp _— 2 ROWS PUNCHED BANDING (15)(ZP1)IOZI4 (15) ZP1 10Z14 () N S2 C17 C21 1. W10a30 C18) C17 (C14) Z Z W10x12 `� al $I m m m } I x m m W10x30 m O m m W LL G3A 24G4N4K' T C4A 24G3N2.5K T G6B 24G4N2.5K� T G6A 24G4N2.SK� O GB 24G4N2.5K d_ $ G6C 24G4N2.SK� T G4 24C3N2.5K' T G3 24G4N4K rc W = U < STE am C < Z a 2 LINE C41 W 0>° S18 W10x 2 100 W1012 NI IL 101x12 S�1 522 o '^ N t. 2 V TYP TYP 1. m - a _ ® TYP qqy� O /) S19 1. 1 \ J Q C24) C C2 / Q Z w8x10 W8x10 WB w LL W 1 STEEL LINE Cx3 W8z10 Z 5" 10 3•-0' 2•_0' 5" = Z 0 PURLIN LAP PURLI LAP �{ Q I� F= PURLIN LAP Nj ¢ (D !. GG J.1 RECEIVED J i 6.9 FEB 0 6 2003 0 0 _ HANSEN-RICE,INC. ` i)PURLINS MEASUREDRFROM THE RIDGE.E LOCATED WITH SLOPE DIMENSIONS 2)ORIENT TOP FLANGE OF PURLIN AS INDICATED WITH AN ARROW 4) TYPICAL ALL BAYS z i 3 TAG END OF ALL GIRDERS ARE INDICATED WITH AN ARROW O. 4j)PURUN LAPS ARE 1'-O"UNLESS NOTED. a 5)FOR STANDING WEAM ROOF ATTACHMENT SEE BARRIER ROOF SHEET ERECTION MANUAL. NOTE DETAILS 9 THRU 15 ON 6)SCREWS AT COLUMN LOCATIONS MUST BE PRE DRILLED ET 5-10 z a O WHICH OVER RIDE MANUAL. THRU COLUMN FLANGE. (321 7)FOR ROOF PANEL LAYOUT SEE SHEET S-1.1. - e SEE DETAIL C59 ON SHEET D2.1 FOR PUNCHED BANDING ATTACHMENT. N JOB NUMBER 03504 O W WHO H LL p0 0 or x 1n i9 ten. � 1 I. p s��b 61p ZV a y00 oQ A B C T E F G H J K L w Jw M M I �� I r N N 20'-0" 20'-0' 5'-0" 1s'-0" 15'-0' 20'-0" 0 3. " 6 STEEL I I i F , m (n N O In In N I Z V U I t U O I Z O U a � N U to W � O O � n 2ij¢ o J 3. rcrc w J w a 3 O a a a C4 4 Z o 0 SAS N � IM M U ^ V g N = v p N N Oo m N I - 11 c (,Y7 3. uo^i u^oi o ZZ+W s 68Y I' U W m S I I U •a O- Z 0 ' L STEEL ® ® W = Z LINE T29 300 301 LO 302 301 3 TYP a- Lijc (BUNDLE R1) O11 U L (27)SHEETS 0 12'-11Vi' I Q i STEEL L4x4116 GA PERT ETERI ANG W w 'V^ I 1 LINE 5' S.. Z Q >. _ DECK ATTACHMENT g,g -._ BUNDLErG-60 ECK TYPE SUPPORT ATTACHMENT SEAM ATTACHMENT PERIMETER ATTACHMENT - 0 SE 22 GA. USE 12-24x1 V"' USE 12-14x4'a" USE 12-24X1 Ya" TRA) 2 SCREWS TRAXXI SCREWS TRAXX4.5 SCREWS R1 GALVANIZED PLACE IN EVERYOTHER FLUTE SPACED ®2'-0" O.C. SPACED ® V-O" O.C. ROOF DECK (SEE SKETCH) AROUND PERIMETER NOTE: 1)DOWNSPOUT APPROXIMATE LOCATIONS INDICATED WITH®. a 2)SEE DETAILS T58,T59,h T61 ON SHEET D3.1 FOR DOWNSPOUT ATTACHMENT. 1 a o SHEET RECEIVED = G4. 01 I FEB 0 g 2003 m JOB NUMBER HANSEN-RICE,INC. 03504 —-- Wa 4wo ao o� M a Odd M M L K J T G F E D C B A000 p j 150-0" g I. 20._0. 15-0" 15-0. 5._0, 20._0" 20'-0" 5•_0" 15-0" 15-0" 20-0" b j 0 5^ 8 r CZ C2 34 m y N (2G3)8x2Vx216 ZG3 Bx2VaZ16 T1P ZG3 8x2VaZ16 (ZG3)8x2V4Z16 �cS < O Z U y6s n ZG2 8x2VtZi6 w ' (ZG2)8x2V4Zt6 `0 9C I f N c9m � o I ZG1 6x2$§Z14 (ZG2)Bx W16 (PCMK)5x2WI2 (ZG3)8x2V06 (ZG3)8x2V2Z16 (PCMK)8x2V02 ZG2 8x21rZ15 �c" ZG1 8x2V2Z14 U PCMK 8x2Ml PCMK ex2V4C.i6Z i r w 2 O u Il i C2 C z ZG1 BxzV4Z14 (ZG2)8x2VZZ16 2• PCMK (ZG3)8x2Y2Z16 (ZG3)8x2VVI6 2• uT ZG2 Bx2VxZ16 ZG1 8x2V°Z14 U W2 8x2VxZ16 x 2 ? 9 a 0 a C5cn PCMK 8x2VK16 PCMK 8x2W6 m Y� o •^ Il to°z14° p 7 14°x14° rvO.H.DOOR m (PCMK) C 0 O.H.DOOR Dux' d Bx21hZ1 2 6x'24ZIb^ y^ (ZG2 Sx2ViZl6 ZG1 8x2VSZl4 ZGt 8x2$tZ (ZG2)Bx214Z16 ZG3 8x2VYZ16Of& 2G3 8x21'tZ16 -8(x2C. 2 1 m 1 a a 1 O < o e°9° � 2. FUTURE m FUTURE Y p ' x O.H.DOOR O.H.DOOR N I a � •a 2. 2. 2. 2• ro p io 0 3 (3 I z FRAMING ELEVATION LINE 6IX P v p m Gi Z E5 y W H mw U 1 � z I Z Z O Q 20•_0, 15._0. 15._0, 20'_0, 20•_0• 5'_0^ 15'-0" IS'_p^ 20'_0, CD 0 —7 j 1 5, gg 5" 2. 1 �y (ZG3)8x2VW6 (ZG3)8x2V°ZI6 (ZG3)8x2PoZi6 (ZG3)ex2V5Z16 TYP .1 P C2 Z P 2. Z 2G1 8x2VaZ14 ZG2 8x2WI6 m (ZG3)Bx2V4Z16 (ZG3 8x2ViZ16 ZG3 Bx2ViZi6 (ZG3)8x2ihZ16 (ZG2)Bx2VxZ16 ZG1 8x2V4Z14 W 3 V O Z F 0 ` Q j. I OV n '"•'� (ZG3)ex2ViZ16 (ZG3)8x2�16 (ZG3)8x2Ni16 (ZG3)8x244Z/6 O � w PCMK Bx2VxZ18 PCMK Bx2NZ16 PCMK 8x2VzZ16 (PCMK)Bz2@Z16 I U — — — — — — — — — — — — — — — — — — — — — J (n zG1 axzVfna zcz exzvzl8 �e — — — — — _^ ZG2 8xz h216 zc1 6xzvzla W J W C5 BP9 ELEV. 13'-1" ELEV.-12'-6" LOW EAVE ELEV.-13'-1" ELEV. 13'-1" ELEV. 12'-6" FS > Q Z e I $ L J LL- Lu Z_ HOLES FOR WF RAFTERS Z Z (ZG1)6x2V5Z14MUST BE FIELD DRILLED. (2G2)Bx214Z16 ZG1 8z2Y 214 y Q /(ZC,2)6x2YiZI6 SEE DETAIL 100 ON SHEET D1.2. Q S44 1. O = Li I I a cal o I 3 FRAMING ELEVATION LINE 2 i rEC@IVED ` SHEET H FEB 0 g 2009 I G(�V. 01 1 HANSEN•gIOE lNC, N JOB NUMBER 03504 I � _ I 1 I m b 1PtiV N 14 100-0' w �yObd 0Q` 25'-C 25'-0" 25'-0" 25-0" o 0 o o L.. 5• 8_4, 8._4. 5_4.. 5_4, 8_4. 8_4" 8-4' 0 N N a Gr 4 1 I 3 �eCBJhae I I aOj�; I I ��mO�P°� I I I I � R•9 I �4 I G� �Oqe I ZG48x2VM4 CF C,q ZG5)8x2ViZ14. le I (ZG5)WVM4 I I (ZG4)8x2W14 I I I I I 4co C55 I I I I C2 I I I p 2. I ZG4 BxzViZ14 - ZGs 8x2%Z14 ZG5 Bx245Z14 ZG4)&2Vi214 S m N N I o °P0�4 W 44 T 5,. TYP I I Z O+Mm zca Bx245Z14 ZGs 8x2V2Z14 (ZG5)8x2V2Z,4 I zca 8x2VaZ,4 rc p I I I I I I zFE 0 II 1521 TYP I I fE N zE Z O 3 K U FRAMING ELEVATION LINE A $ vN w o 0 r a a I 2 3 4 5 6 � Zao o I 8 W 0 Lx{ w r $ n 25._0" 25'-0" 25'-0' 25'-0' M O 5 e._4» 8�_4. 5._4. 8�_4�� g•_4^ 8'-4" 8'-4" 8'-4" 5" s= z a H � 0 N as O eCJ 1 •. - I I I I '4 >$OeRq�c� a ' N (ZG4)8x2Vi214 I I ZG5 8x2VxZ14 I e(f' ZG5 Bx2VxZ14 I f ZG4 8x2VxZ14 I I' 8 C2 I I i g w � TYP Yg ZG4 Sx214 ZG5 8x2Vz214 ZG5 Sx2VsZ14 I ZG4 8x2V+Z14 a V 1. eVE TYP 4 4 z I i I I I I I PG�G TYP 1. IGP gQ- e�P I O Q ZG4 8x2VM4 I (ZG5)8x2VQ4 _0G9 ZG5 Bx2.Z _00 a ZG4 8x2VxZ14 - < CJ G I I I I ES35 _102 TYP I I I � 1 2 FRAMING ELEVATION LINE L w = Z O En C T T F T TH 1 13�_0„ 2 2 1 oO U Ld I' —�LLJ � w ao'-m � Q Z o 15._0" 5'-0" 20._0" 20'-0" 5,_0, 15._0.. t3._0. 4, 4, $ w Z I. 5• 0 =Z V) 5 Z Q LL x CG2 8x2VC16 i (CG2)8x2ViCi6 (CG3)Bx2NC16 CG3 8 2VhCi6 CG3 Bx24iC1 6 (CG3)8x2V4C16 F- ( ) O t9 W 2 p t2 a i SHEET LNN IVED ` (36 . 02 � O/� FRAMING ELEVATION LINE 1 FRAMING ELEVATION LINE C FRAMING ELEVATION LINE J 16 L CE,INC JOB NUMBER 03504 -- -------- \�e�p Sao o h O J L � I vF I• I o o 1� �"' N 0. 0& L K J H G F E D C E) 'I 0 o 0 N N a 20'-0' 15'-0" 15'-0" 5'-0" 20'-0" 20' 0" 5'-0•' 15'-0" 15'-0" 20'-0" iz SHEETING SHEETING b LAYOUT LAYOUT a u 5" 5. w I w m V) W 0 z ' , , ' , , [ • • , , , , , ' , , , ' , , ' � N N •i � I 0 1 € 0 t5 U F Z 90 n 0 8 N 0 40 O T 3. 14i A4'0 14'0z14" � W O.H.DOOR O.H.DOOR Z, 49 O. N Yi 49 49 o N I W II 1 i SHEETING LAYOUT LINE 6 om m € j b I ' A B T D E F G T 32 20'-0" 15'-0" 15'-0' S'-0" 20'-0" 20'-0" 5'-0" 15'-0" 15'-0" 20'-0' Irl SHEETING SHEETING p�p55 LAYOUT LAYOUT Ui I O i0 O N m ry ry n m = ' N N 40 10 M 10 j' ' N '1 O Q O Z '11 � N N q 1 I 1 ,I ,I 1 I I I I I I i i 1 •i I I I i i i I i I I 'i ,i I T i I I •T I I I T I I I I i I �I I I ,i `i I � w O U _ _ _ c a io io a h Lei nCG z LL Q U Q 0 3 � J � _I a W\ J C� 41 3J3 / Q Z $ *SHEETING TO BE CUT LEVEL AS SHOWN z W w II cl 40 a Q a. Z Z W O� 3 26 .j = c� � I G I � j SHEETING LAYOUT LINE 2 SHEET G701RECEIVED c� FEB 0 6 2003 Joe NUMBER HANSE-..RICE,Ip;c. 03504 l _ = w N O = O iY f• te, l d d N o lis 64 3 2 � � oo 00-0• 25'-0" 251-0. 25'-0" 25._0" � s" b s• a i o f r m z z z r Ix w 0 40 40 a 3. 3. o 34 21'-11"PBR-36 WALL PANELS O € F � U I r Z zO U a 0 N w o � w O N u ' f SHEETING p LAYOUT FRAMING ELEVATION LINE A w w z Q Nv O N O m C _ �® i g e w m � 4 5 6 Z Z I(f too-0• c°� a I' 25'-0" 25'-0. 25._0. 25.-0., � 1 5^ 6 i Z W O CU H Z O ,,. - l _ (}4 21'-11"PBR-36 WALL PANELS � � � (,,J W O Q U J uj J Z > Q I U' 3 $ w fl ui F LLJ Z Q SHEETING _ LAYOUT FRAMING ELEVATION LINE L Z. III F RECEIVED n SHEET 4 FEB O 62 �'�]003 G / . 0 2 HANSEN-RICE,IaC JOB NUMBER 03504 ;yj W�o�o Dy0�6 A m 0 Q ID O I - a 21 I a W o I Z 1 U i - F- Z Z O Qu V O N 1 o 50'-0" 50•-0° 501_O. q 04 o -I bpi S 00 II UO o U m ZEE PURLIN .THIS BUILDING IS LATERALLY K , 0 y \ ! +•THIS BUILDING IS LATERALLY UNSTABLE UNTIL MOMENT 3 U n er (. UNSTABLE UNTIL MOMENT ZEE PURLIN IZ CONNECTIONS ARE WELDED. < N o 1 CONNECTIONS ARE WELDED. 12 (TYP) Vz 5" Z < N O 5° V2�- NS S7 N = .. SI NS FS 1 4 1. a O �, 14 IS '\-OW GIRDER U C Z 8 \\ NS w 1 4 NS OVV GIRDER TS COLUMN `OW GIRDER FSFS $ Y t WE COLUMN (TYP) ZEE GIRT a ZEE GIRT i F 4� w I ( ) V TS COLUMN W o y z Q Z WE COLUMN �i a L5 0 • I N I I eo p � ao o 3�3 a M a w O (,� U _ Q Z N E O bi j > Q Z V W w w pf Z Z Z 1 0 = o o 26 F 2 a SHEET RECEIVED < FEB 0 6 tom I.' G 8. 01 HANSEN-RICE,INC• JOB NUMBER jj 03504 1 � GIRDER ICY4xREQ'D OW GIRDER �. A GIRDER TOP * OW GIRDER NS OW GIRDER NS J P (2)Ys"m x 2" CHORD Va y, 5 FS NS (4)V"m x 2" FS (4)YI'0 x T q EE S BOLT A325 FS Ya �� GA=S" G (2)Yi'm x 2" V. 6 BOLT A325 BOLT A325 J o H JO BOLT A325 GA-5° GA=5" 6 CJP GA=5" 7d w G p-Ip' Va ILV2x12xREQ'D I �—I¢V2x10xREQ'D \ Ow GIRDER RVnREO'D ��•p ©Q 1 Vz" I 1 V2" a dd Y4 I WEB 5" ILVx12.PEQ'0 V4 * V4 VI N NS r M M /4 I I Va O O Va 14 FS I FS T7P Va I O \\ *CAUTION! N N BUILDING IS LATERALLY UNSTABLE UNTIL THIS I �^ CONNECTION IS WELDED. ` n 1" SIDEWALL n 1 Vz" GIRDER BTM SIDEWALL R.Vax6xREG D ICYax6xREQ'D 3" a lL 1" ICYxx6: ( fLYaz6x6 ILYax6x6 COLUMN CHORD w VB'0 HOLE 3" * V4 �e'm HOLE 3" COLUMN %"0 HOLE I %"m HOLE %e"0 HOLE x/e"0 HOLE z C SECTION A-A TYP. v COLUMNR I I COLUMN R I A I'1 S1 GIRDER TO SIDEWALL COLUMN S2 GIRDER TO SIDEWALL COLUMN S3 GIRDER TO INT. ENDWALL COLUMN S7 GIRDER TO INTERIOR COLUMN I m N ' O Z Z PURLIN Z PURLIN ENDWALL GIRDER Z PURLIN Z PURLIN INTERIOR GIRDER ENDWALL RAFTER INTERIOR RAFTER EAVE STRUT I® (6)wo z 1w" (6)Vz"0 x 11'." ® ! BOLT GR 5 (6)Y2`0 x IV" (6)V2"0 x 1W" Z BOLT GR 5 IQ BOLT GR 5 BOLT OR 5 O ( ® (2)V2'0 x IVP V i.. ® BOLT GR 5 13 V) ® w r z o INTERIOR �yti ® 0- L)III GIRDER y' 0- (C2)IEUx4x5 (C2)IEVx45 (C2)RV4x4x5 (C2)IEVax4x5 O N it Q o Z 4 0 41,Yia a COLUMN W 04 00 p V Z 45e �a O N N O 0 3rl a S17 Z PURLIN TO INTERIOR GIRDER S1g Z PURLIN TO ENDWALL GIRDER S19 Z PURLIN TO INTERIOR RAFTER S20 Z PURLIN TO ENDWALL RAFTER S21 EAVE STRUT TO GIRDER oO N m C � EAVE STRUT z� � � V4"m x 1Va` Z PURLIN Z PURLIN wo x 1V4" NUT M BRACE CABLE _ yZj BOLT OR 5 BOLT OR 5 w FLAT WASHER Yx"m x iVa" 8 BOLT OR 5 HILLSIDE WASHER EYEBOLT BOLT WF COLUMN � Y o e 0 O ® 2 e o 0 0 0 o II CABLE GRIP I m m U 0 _ _ _ 0 O e _ ENDWALL �y? GIRDER t d Z CABLE GRIP HILLSIDE WASHER 4 L J US a (US) 1 1 1 1 (UB) Vz"0 x 1Va"- JI L 2.2014 FLAT WASHER p L 2x2xYe L 2x2xYia 1 EYEBOLT BOLT GR 5 I BRACE CABLE IP w T . Yia TYP. WF COLUMN NUT J. `COLUMN V2"0 BOLT GR 5'yl (FBC)ILV4x3x3(TYP.) (FBC)IEVix3x3 I I INTERIOR GIRDER ENDWALL GIRDER < _ x L !: s22 EAVE STRUT TO GIRDER &uPLIFT BRACE TO Z PURLINS S31 UPLIFT BRACE TO Z PURLINS S34 BRACE CABLE TO COLUMN TOP @)BRACE CABLE TO COLUMN BASE Ld Q z '1 � w n o w (WED)ILV2x4x6(TYP.) BRACE CABLE I w Q O 9 O U t OF PURLIN OR BRACE ROD o _ 6 OR JOIST ( J Q 6" ���GGG TYP. V m > QLij Z O SHACKLE TYP W O I W L.L_ w CABLE GRIP Z OR C GIRT Q UJ U i I 1Vi' BRACE CABLE I l O II II c II II - IGIRDER GIRDER _ IFIELD LOCATE HOLE CABLE GRIP I FOR BRACING F g I I I BRACE CABLE ® ( O JAW-EYE O o TURNBUCKLE I a o SHEET RECEIVED z< D 1 . 1 s42 BRACE CABLE TO GIRDER s44 BRACING THRU GIRT FEB 062003 a FlANSEN-RICE,INC, JDB NUMBER 03504 'u i TRAXX 2 SCREW J 12-14x11/4' � \QgP S'yJ 9" 10°ZEE PURLIN (GALV.) Q I0"ZEE PURLIN WF RAFTER m RWc 60 o V. EAVE �(2)l5"0 GRS BOLTS O r O < m o x PURUN CLIP J FIELD COPE AND o f` k' Z-GIRT BEND ANGLE FOR 0 a d P U j m (2)th"0 GR5 BOLTS Z ATTACHMENT a s�'yodd 6�0Q o WF RAFTER 1-OV O a I�L 1xix18 GA. W M M N 12 Z w 6 j (4)Y+"m A325 BOLTS 1 O G I N N (2)Y"m A325 BOLTS P.. RAWL NAIL Ieih"xsr."xa" I (BY OTHERS) WF COLUMN i I FINISH FLOOR `WF COLUMN 100'-0" " � � o 10o WF RAFTER TO COLUMN �o� WF RAFTER TO COLUMN 102 GIRT BRIDGING TO FLOOR & GIRT w w m N 0 Q O U j V I Z o U Z ! ZO � U a � o n o 0 w o � a � ia o NLd V J p U Z O N w Y F U, C4 M 1 Z \ 0 m Y C O z I w 8 a � � W m � 'a $ WE � w s v Z_ 4 I � o 11 a W Q Z P o Ld O w o o > w ¢ Q W p Z Zlz j - c 0 En c� z. F RECEIVED ` SHEET j FEB 0 6 M03 D 1 . 2 y1 HANSECE INCH JOB NUMBER 03504 NOTE: FIELD LOCATE HOLES IN HEADER. QJQW R 4Va Ye C JAMB N �¢� (c1)RVix6x5Ye6x5Ye C JAMB VZ wO ) ypLL 00 O I I (�BOLT GR 5v„ BOLT GR 5V" (FCP)RY-2x7Vs Neil a,� u _ (iYP.) Ilk (TYP.) X K .YO&d BQ 6 Z GIRT (2)V2"0 x 1V°'• C HEADER j Z GIRT C GIRT BOLT GR 5 M M C (FCA)L 2x2x35ex7Ya v�i \ o �. COLUMN COLUMN (FCA)L 2x2.Y,.7Y ° Z GIRT () ¢ Q o 0 a v"o x 1V." o 0 0 a 4 BOLT GR 5 N N 02"0 ANCHOR BY OTHERS) a 'I FLOOR ° e a. (FCA)L 2x2x75ax7Y (FCP)RY ax2x7Vz EDGE OF (4)Vz"0 x 1Va" w CONCRETE ° BOLT GR 5 P. a C GIRT °° ,° 4 C JAMB < (FCP)RiSax2x7Ve k C2 FLUSH GIRT TO COLUMN c� FLUSH GIRT TO COLUMN c22 C JAMB TO FLOOR c23 Z GIRT TO C JAMB c2� C JAMB TO C HEADER m z w a O_ z2 Z GIRT NOTE: COPE AS REQUIRED N N AROUND COLUMN BASE. w /—C JAMB Z PURLIN � � Oj V"0 iVz" (CB)RV°X6%2Vz (2)Vi'0 x 1Vf RAWL NAIL OR EQUAL (2)12-14 x 1V" I BOLT GR 5 Z (4)PER 10'-0"PIECE TRA%X 2 SCREW (TYP.) 1 (BY OTHERS) GALVANIZED 2"OVERLAP U f X (4)WO x iVi' (TYP. O BOLT GR 5 Z OZ E TRIM BASE U(FCA)L 2z2zYex7� a 1 FLOOR 18 GA. (2)12-14 x 1Y" 0 TRAXX 2 SCREW (n O (FCP)IEi5ax2x7Vt e s GALVANIZED I w(T P.) o Ow O l o C HEADER °. a o L 2x4 90 CORNER COLUMN "' a 0 18 GA. EDGE OF k' —Z GIRT O ¢ O CONCRETE n . GIRT BRIDGE 18 GA. FIELD COPE W Z ONE PIECE TO RY z6x5Ye CLEAR M ° MITER&BEND COLUMN (<1) a ( N Vi GIRDER OR RAF W tC4 4{ 1= 11� NOT SHOWNTER) Z O a Z STEEL LINE 111 O N W c28 C JAMB TO C HEADER cis TRIM BASE TO FLOOR c41 SHEETING ANGLE TO PURLIN c55 GIRT BRIDGE TO GIRT N o N a � 0 ZZ ' RIDGE(L _ W r' RIDGE PURLIN o c 8* BANDING LAP W AT PURLIN O U EAVE STRUT z "c t� N Z V Q CD w 0 12-14 x 1V" PUNCHED BANDING TRA%%2 SCREW W/O WASHER GALVANIZED w EACH PURLIN (TYP.) I a C59 PUNCHED PURLIN BANDING w J - ¢ Z a f on In 0 0 _I (n U LLJ Q Z W Lj Z U) Z o 2 UU O 0 G o SHEET RECEIVED FEB 0 6 2003 D 2. 1 HANSEN"RICE,INO N JOB NUMBER 03504 FI I INc TO FI D MITER el nw A"+nF RAKE TRIM BEYOND ST IN TQ�FLD {QJy el rn+5 3 OF GUTTER BEYOND STE�.FL-- TER CORNER WITH GUTTER II[F POP RIVETS TRIM COLOR tm, e�R s� CORNER WITH RAKE TRIMUSE POP RIVETS TRIM COLOR. J ZZ 0 4 STEEL LINE JAMB WALL PANEL O �a FwO roO�S i STEEL LINE WALL PANEL RAKE TRIM GUTTER (CENTER HI-RIB NOT SHOWN\ NOT SHOWN OVER STEEL LINE) ♦• tiw GUTTER END CAP RAKE END CAP 5"t ATTACH WITH FIELD LOCATE ROOF PANEL Vy0 �Q ROOF PANEL POP RIVETS ATTACH WITH TRIM COLOR POP RIVETS 12-14 X SC a d TRIM COLOR STEEL LINE TRAXX 2 SCREW CAULK AND '- PANEL COLOR f- 0 FIELD LOCATE O O Va-14%Ye" \\ OL. �- �(BY OTHERS) //--(RT-14) a (RT-10) TRIM 1 SCREW Q O O 'I TRIM COLOR O N N WALL PANEL a (RT-12) (CUT AS REQ'D) I GUTTER 12-14 X 1Yf WALL PANEL TRAXX 2 SCREW RAKE TRIM TRIM COLOR HEADER a (CENTER HI-RIB 3'-0"0/C E DWA PA EL OVER STEEL LINE) SIDE AL N L STEEL LINE Il I OUTSIDE CORNER TRIM OUTSIDE CORNER TRIM I I I O 4 I 1 T29 GUTTER AT CORNER T40 OUTSIDE CORNER DETAIL T49 JAMB TRIM DETAIL T54 HEADER TRIM DETAIL w rc r 1` m Vf vw Z 2 ( GUTTER (RT-19) a DOWNSPOUT o FRONT Yr-14 X h" ZO TRAXX 1 SCREW t (RT-23) DOWNSPOUT GALVANIZED r ADAPTOR (RT-201 DOWNSPOUT 3'-D"O/C O DOWNSPOUT w BACK z Q Z Z_ O � U Ye"mxYe"FASTENER 14A a 1"LAP TOP POP RIVET TRIM COLOR 9 10 O • %HILE GUTTER INSIDE BOTTOM u 1'-0"O/C BOTH SIDES 4u w 4 (RT023) WALL PANEL LLo O DOWNSPOUT w ADAPTOR / \`" •-9 O (ten FLAT SEALER TAPE w f1 (6 1'LAP TOP FASTEN NSIDEBOTTOMPOPRIVET (6)Vb"mxYe" (RT-20) Z 3 SIDESFASTENER#14A6) emxYe" POP RIVET ! FAS ENER#14A • � 3 SIDES FLAT SEALER TAPE pOP RIVET FLAT SEALER TAPE (RT-19)AT BOTH SIDESL,B)Ye"mxYe" RT-19) RT-24FIE1S 6 �_ ( N FAS ENER N14A D WNSP UT D4NSPO T POP RIVET FRONT ELBOW € Fit O I DawNspouT I Ts� DOWNSPOUT ASSEMBLY 04 o N R ATTACHMENT T59 2 PIECE DOWNSPOUT SPLICE & ELBOW T58 DOWNSPOUT TO GUTTE o .- a m Z 2 b' STEEL LINE STANDING SEAM ROOF PANEL $ 1 4V2' FASTENER ftE ' 8Y II PANEL COLOR m O U i W (BT-6)EVERYOTHER INSIDE CLOSURE W/ m �_ PANEL UNDER ROOF TRI-BEAD SEALER PANEL W/TRI-BEAO TAPE TOP&BTM Fa SEALER TAPE W/(2)FASTENER#1 N Z z (4)FASTENER#4 ^ _ _ 3 Q () v Q 2 EACH SIDE C ROOF COLOR —'� � o 1 i� y, INSIDE CLOSURE `rN FASTENER#4 (3PER PANEL )ROOF COLOR EAVE STRUT I a (BT-S) i SIDEWALL PANEL hl Z O v T115 STANDING SEAM ROOF GUTTER DETAIL W 1 n - 2 =a Z � s a- o w v v w LLJ � o I > Q z LLJ LL. � _ o z z o 0 - J I C� Ifl F Y 1 SHEET RECEIVED a D FEB 0 6 2003 a 3. 1 HANSEN-RICE,INC. JOB NUMBER � 03504 i I FASTENER NIE TRI-BEAD SEALER TAPE TRILO f-o"o%cR —STEEL LINE i PARAPET (BY OTHERS) 'LP S_y ROOF 5TAIDPANEL AM RAKE SUPPORT ING PBR-36 WALL PANEL FASTENER#5 ZEE GIRT �. 1'-0' o c RAKE TRIM PLY-BOARD INSIDE CLOSURE w/ SEALER (`1 / BT-1 BY OTHERS) TAPE TOP &BOTTOM Ny '� a'oG INSULATION (BY OTHERS) WALL PANEL 0 s''yp e10Q� ZEE GIRT RT-16 a dd !' L 2x4 90 ^(gr_tg) MEMBRANE BY OTHERS) 18 GA. INSULATION 12-14%%" ZEE GIRT o 0 a011 BY OTHERS TIAxx i SCREW 0 0 ( ) PANEL COLOR PURLIN FASTENER;y4 M K' O N N TRIM COLOR — 3'-0"O/C B-DECK 6 5 L4x4x16 GA. PERIMETER ANGLE w vi N w (U q ROOF PANEL 1' WALL PANEL ~ 111 n ZEE PURLIN (Rr-ts) ZEE PURLIN 300 7 STANDING SEAM ROOF ENDING RAKE 301 2—DECK ROOF © PARAPET 302 HIGH LOW CONDITION ® LINE 2 303 PANEL CAP DETAIL m Vl Iwn In Z i W W a I Z O 0 j U N I z o Q 0 a 9 � I � o o � U z a o N N W 0 F 2 1 0 I n o o � O 4 o z Z = 8 lo Fn i y v 4 I � i rn = z W U Z V) w0- Ei p J_ Ei O W Q W J Q W > Q Z . � W u- w � _Z Z o I F o SHEET RECEIVED a �Eg o 6z�3 D 3. 2 HANSEN-RICE,INC N JOB NUMBER 13104 .o. ---------12•----------------- ______W_______________________ 12' iY g� 0 -RETAIN EXISITING CONS7.8'PRIVATE SEWER SERVICE /r LOCATED IN LOTS 2 & 3 o m I I gi N 90'00'00"E 319.08' WITH MANHOLE SLOPE-0.43X k _- ATCH FLOWLINE " _ _ _ INCOM INDUSTRIAL PARK SECTION 24 V ¢o N -t------- 159 - - - - - - - - - - - . - . _ . _ _ _ . _ . _ - - � m_ . M o s4' 159- -I- TOWNSHIP 10 SOUTH, RANGE 17 EAST, C Z o TWIN FALLS COUNTY, IDAHO a �< LOT LINE(lYP) EXISTING FIRE HYDRANT I D 0 O �l -,fig e n d.• m N ID a I ------------ &GATE VALVE I I ® I) r------------- -� I / Q OD 10 u,b. INSTALL 1'WATER SERVICE I I `.,1,' FXISTING� PROPOSED: C 0 I. 10'MIN.SEPERATION I I - ROAD CENTERLINE - •�W .0 PROPERTY BOUNDARY ate.. I I EDGE OF ASPHALT Q E CBFT$1:4'PRIVA $EVER SERVICE EASEMENT - - - C W W I I DRAINAGE SWALE I I I . . STANDARD CURB&GUTTER -----T._.._ W ¢W- °u �� lI I I I I i STAND UP CURB _ J Y 6cmlty N.T.S. i y. I I ' I i ' I I LK WATERSIDEW MAIN .. . -- Ulmt 1 STORM DRAIN MAIN 72'SDG. W 0.J<0 I I I I IRRIGATION MAIN '=I11- -- -- 12'I ¢ Q M E I CONST.300f L.F.- I FUTURE EXPANSION I I NATURAL GAS(UNDERGROUND) -4s W •LL <,n .S I I TELEPHONE(UNDERGROUND) T Z 3'PLANTMI%PAVEMENT 30'PIPELINE PER L I I L O T 2 I .._ I I L O T 3 AS I I F.C.0 STANDARDS - _. 34'S-- I I OVERHEAD POWER LINE a Zoe 2'-3 4'BASE A GREGATE I �' 1.36 A c. _. 1.36 A c. ,.. - CONWATETOUR METER ---_3®7___.. 0 Z N =a COMPACTED TO 9S><MA%.DENSITY 12' I .1. _ I I I PROPOSED EDGE OF 8'j THICK I I E�HYDRANT �4" - -- W ID 0.W B'-1 1 2'BASE AGGR, A HALT ROADWAY ti II I I - I I D GRAVEL ROADWAY I I WATER VALVE na COMPACTED TO 957E MAX.DENSITY I I I II 1 I I EXISTING EDGE O GRAVEL- MANHOLE O o SUBBASE-COMPACTED TO 95E MAX.DENSITY CLEANOUT TELEPHONE RISER n 0 END OF ASPHALT DRIVRPOWER POLE T y I I I I ' I POWER POLE ANCHOR E- NOTES: SUBBASE MATERIAL 70 BE APPROVED BY THE ENGINEER -L PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT 1 I THI END ASPHALT EDGE(TYP) 1,.73 TA I IRRIGATION STRUCTURE 0 _j 3/4•AND 1 1/2-BASE TO BE CRUSHED GRAVEL TO ^ 13 CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. O I I'W x.5'D SWALE BETWEEN CURB I I I CATCH BASIN _Typical Parking Lot Section � \ I &DRAINAGE SWALE FLUSH W/TOP OF p$pHpLTANOUT i FIIgJ r�-1 0/ COORDINATE WATER SERVICE DRAINAGE DIRECTIONAL ARROW (� UJ I _ LOCATION WITH APPROPRIATE I I) I I FIBER OPTIC MARKER(UNDERGROUND) ^���� 26' I CONTRACTOR GRAVEL&EXCESS DIRT TO BE REMOVED AND STOCKPILED AT A- LIGHTS V --41 Design Notes• ❑ (3) LOCATION DETERMINED BY THE OWNER FOR FUTURE USE/ I I DESIGN GRADES SITE DEVELOPMENT m v x u ooro n cavc CONCRETE y y 30'LANDSCAPING LINE I ! I I f01A•F '4p40R COAST. CONSTRUCT r�-E ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q N FROM FUTURE BACK OF SIDEWALK _ ffiM7f MARK ASSUI® mr ar•�wrw1 •mm ra �� 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. I I ,�° O .�I LANDSCAPING TO BE INSTALLED COTE Orr aF TWIN FADS SOIL BEARING CAPACITY=2000 ESE ALLOWABLE O I +' LANDSCAPE PER ORIGINAL AGREEMENT "� /� TCC \ AK)R77i BAST'PROPERTY PD4 q'I.OT 3 v.smw' ; � E.O.G. EDGE OF EASS �-1 I j�g I I TOP O Mq ELHTAL N- m �h . �� F.FE FlMSH H oaR a[vAn w rG�1 Q I �? HATCHED AREA- I Opp gr pD.T�gyA - 4pg •��,� c.e. GRADE BREAK ASSUMED. TO BE VERIFIED BY CONTRACTOR,NO CLAY �L - Xp V. �, J,I 1'CURB CUT IN EXTRUDED CURB I a.e IN✓i WOERr OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. r�EE11 1 4 ) ( ) I \ N (Tort aWr.•r.r0 00 Pf1C M.D. MAN Dorn OFILL BEARING SOILS MAY EXIST AND THE CONTRACTOR UJ 11 E EXTRUDED CURB TYP I. D.H.P. REE NEAR POWER •a- •15.75 TA 14.99 i 14.74 TA1SHALL DETERMINE THE QUALITY AND COMPAC710N OF Z - I Rti ti CC I RH.O. ROOF HEAD DORRTHESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO I� M} u 45 TC f5.B5 TC 16.33 TC I - RD "°D`E,vN ��95%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD 1111 b A 17.00 TCC I0 10 20 40 SO STEM DRAM PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFTS. Z I`'��R' I �, (14) (13) 15.70 TA I TEc.c TRIN FALLS cANa caLroANr Ia 9 NRE BACK. I TRENCH DRAIN W/DRYWELL SCALE IN FEET W/ wTM THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION ,( I V'Y�,�dOF '�I MONOLITHIC SIDEWALK SEE DETAIL THIS SHEET �`. l FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED I Q G».b I ;• I $I -- - -0 ELEV.- 17.00 IN WRITING BY THE ENGINEER. 'i O1I 181 ."a� PROPOSED IGLOO BUILDING,, ' - ^ I Ia v CONC.LOADING DOCK -�� ASPHALT a I SEE CONC.DWCS FOR Z �\ LANDSCAPE PLANTER 00 `d w RETAINING WALL DETAIL IF�iI IM t F.F.E. = 3417. I EXISTING END OF ASPHALT TRENCH DRAIN �!ualc[�1 Control and Testln 5'L x,'4x1 X 4'T CONC.STOOP 8 I g�BEgNINC OF GRAVEL ELEV.- g I 1�,i.� I I (a•,16.86 iC \ F I ROADWAY -OEIEV.- 13.00 O ALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED 1 I {--- I Y, (TYP,OF 2) 0 15.70 TA � ' BY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE -W W + 16.40 TCC ` I CC 40 �i I 1.r To 3•WASHED AGGREDATE O MATERIAL SUPPLIER APPROVED BY THE ENGINEER. ASPHALT 101 x 16'W x 4'T CONC.PAD •15.75 7A \ 15.15 TA 14.95 TA1 2B. �� THE FOLLOWING APPLICABLE MATERIAL TESTING NULL BE REQUIRED: �. �°16.90 TC ( ( 2) o I I -�ELEv. - 10.00 E-4 �� _ i IMPERVIOUS: 30'x4O'x 1.6 12 x+95X- 152 C.F. �� SOILS AND GRAVEL COMPACTION: �^ r W I I J I - ---- o _ - I I A. �+ W/ ^ 7jpical Drywell Detail DRYWELL: 5'W x 18'L x 3'D x 0.40- 168 C.F. L1 ASTM D 698, STANDARD PROCTOR Iv 20' 24' 20' $` ro I __II EXISTING 25'N1DE•ACCES$UTILITY,DRAINAGE, N.LS. "CJ �•. 1-� DENSITY OF SOIL AND SOIL AGGREGATE IN PL y '�E�EXI G EDGE IT I w .ODTCC WATER-AND SEWER LINE EASEMENT I ASTM D 2922,NUCLEAR METHODS. ASP ALWT a I - -_----- `oo I _ J I g•(TYp) . I EXISTING EDGE OF ASRHALT I ELEV.= 15.00 MIN.(� DO NOT SCALE DRAWINGS V• ! L - -__-- -- �-•^• `8' -l9 ELEV.= 11.75 CONTRACTOR SHALL VERIFY ALL Site Summary I\ 1I.76 TO I 17.04 TG - MAX. CONDITIONS AND DIMENSIONS AT IGLOO y Typical Swale Detail IGLOO DEVELOPMENT II 3' TB FK�A1 CL I '%L• ---" I / I I I yp ERROTHE RS,SOMISSIONS,ORTDES- Z N.T.$. ENGINEER IT ANY DIITE AND OTIFY THE TWiN FALLS,IDAHO 83301 32 ROAD v (10) - - CREPANCIES BEFORE BEGINNING i ZONING: M-2 #-\ O \ y I I Notes.• R FABRICATING ANY WORN. EXISTING BUILDING FOOTPRINT - - __ 15.29 TA ID -0 SF(t) ( I t•� 1 ` v. �--�___, 16.00 iA - ---- - 'f T ---- - 53 - I 2/1J/03 T NTEK NEW BUILDING ADDITION =APPROX. 16,040 SF t) V 1 - _ SCUPPER SIDEWALK WHERE I I THICKEND ASPHALT EDGE - , I I 1. ALL CONSTRUCTIQW$HALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THE MOVED BUILDING 20'NEST TOTAL CONSTRUCTION SITE AREA = 118,527 SF(t) I / '� I NECESSARY FOR ROOF DRAINS I I ,T I IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION, TWIN FALLS COUNTY AND ALL OTHER LOCAL, 2/p4/03- T. N1EK PARKING REQUIREMENTS 1/400=40 SPACES ` I OR PIPE ROOF DRAINS TO DRYWELL STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE, SEE THIS SHEET FOR SITE PARKING PROVIDED=40 SPACES 1 �� T W, --- I COORDINATE WITH GENERAL I PROPOSED EDGE OF ASPHALT F SPECIFIC DETAILS NOT COVERED BY THESE STANDARDS. PARKING&LANDSCAPE �� I i� I I I I I REQUIREMENTS LANDSCAPING REQUIREMENTS 2SF/LF OF FRONTAGE= iJ80 \ _ - - - EXISTING FIRE HYDRANT' 2• ,THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT 2126103- T. VTEK FUTURE EXPANSION I I LANDSCAPING SHOWN=2642 S.F. &GATE VA (T/� j, � ``� _ � � � I I I I ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ LANDSCAPE BUFFER GPL) I QIZUra�On I I I I I OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH 3/4/O3- T NTEK 16.36i G.B.- HORIZONTAL 1 4 Th,i w.Jw l•:a I I SITE CONSTRUCTION. 30'LANDSCAPE LOCATION - g NORTH CORNER CORNER OF LOT 2 2&3 111'•) �AiOIN FLO ( 31T 24' I 71 T -- L-- , ,,4 II I 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. .� _ ( --_., I I1 / ♦ _ EVSTTNG 1 ---------------------"'I / ! IT IS E CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS7730.66 ' (/ ) I \ w ,A.( - F ...._♦ NL .F- p DESTROYED RING CONSTRUCTION. gSp STFgNC / I D DU N=7730.72 E=f021Z36 / 4 CONTRACTOR NE NORTH EAST CORNER OF LOT 3(1/2') .. -- - - - - - - - - - - - - - -�- - >�--_ - - - - i/ - NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN ONTRAC OR SHALL PROVIDE ALL x N=77J0.71 E=f0376.92 15.44 - _______-- , _ 15.91 7L`- _______�,. -- __ _I_ --- -.__. --- }• w.f..- 1.1 ./ NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND EXISTING FIRE HYDRANT "-MATCH ASPHALT INTO EXISTING "-EXISTING EDGE OF ASPHALT I INGRESS AND EGRESS TO SAID CONSTRUCTION. d � Retention Data. &GATE VALVE I I I I 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95X COMPACTION REQUIRED. (SEE SWALE DETAIL- THIS SHEET) RETAIN&PROTECT STOP SIGN AI MENTS(SEE FINAL PLAT) I 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR - I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES ANom BUILDING AREA PROPOSED&FUTURE=28,000 S.F. ( L3 - - - - - - - - -. - - - AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR ASPHALT&CONC.AREA=46,128 S.F. in NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. LANDSCAPE&ORYSCAPE AREA=44,400 S.F. I I ELDRIDGE AVE. [PRIVATE] I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND IMPERVIOUS: 74.128 x 1.6112 x+95%= +9,389 CF. EXISTING 30'CULVERT SPECIFICATIONS 44,400 x 1.5172 x+20%= +1,164 CF. I .. T. MEEK 11&,527 x 1.6112 x-35%= -5.532 C.F. I I I 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR RE TENDON REQUIRED= +5,041 C.F. TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK. ,E FEB.2003 SWALE 1: 100'x 16'x 125' LANDSCAPE&LIGHTING PLAN RETENTION PROVIDED= 5,200 C.F. I I BY OTHERS I 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS SHOWN FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 58.00' 159.54' 159.54' SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 23 � 546-02ST1 24 S 90'00'00"W 319.08' 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD'S.&SPECS. Curb Radii Data: GZ &Engineering Contacts Utility Company Contacts 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS X0. 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF AS IDAHO POKER INTERMOUNTAIN GAS COMPANY Q-NEST CABLE ONE PHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. EHM ENGINEERS P.O. X 8 87 UE OX E 0' 9 20' 40' 50• 1�SECOND D 32UE EAST 34SECOND 735-�SUE EAST 601 36 LINE SUITE 2 TWIN LSD AVENUE EAST TMN NORTH FALLS COLLE 8 DMNBFOALLS,IDAHO 83301 6TWINBFALLS,ADAHO 83301 TWIN FALLS,,IDAHO 83303 nMN BOX FALLS,IDAHO 83303 11• TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED � �•(�(� TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83301 TWIN FALLS IDAHO 83301 TWIN FALLS,IDAHO 83301 621 NORTH COLECE ROAD PRIOR TO CONSTRUCTION. W 1-208-736-3478 1-206-737-6300 1-208-733-0332 1-208-733-6230 REX CHAMPNEYS MARIANNE BARKER GREGORY T MISBACH GARY YOUNG 1-208-734-488 TOM ADAM REGINALD LAR KIM OUESNELL RON BURNS 3 077 1-I.M4 ------I- ------- --- ---------�'-- - -- -------------It-------------- ------- 12" LOCATED IN LOTS 2 & 3 .e--�-' RAIN EXISITING CONS7.8"PRIVATE SEWER SERVICE ITCH I WITH MANHOLE SLOPE=0.43X N (,� .. N 9a oobo"E 319.08' _ _ _ _ _ _ _ _ _ _ _ T - INCOM INDUSTRIAL PARK SECTION 24 _ o - - - - . _ . _ C MATCH FLOWLINE o I 1s9 4' 159.54• TOWNSHIP 10 SOUTH, RANGE 17 EAST, _ - ----------------------------- 1 ', Im r I TWIN FALLS COUNTY, IDAHO i J IL ie I I Iw l I LOT LINE(TW) EXISTING FIRE HYDRANT I I Q pe n�• V)Y)o 6 I I &GATE VALVE 1, I e n a r--------------------------- I EXISTING: PROPOSED: C 66D� BOM1L INSTALL I"WATER SERVICE I I _I I II I 1 PROPERTY BOUNDARY _ = ROAD � W oIo IO'MIN.SEPERARON CEt R z w I EASEMENT CONST.4'PRIVATE SEWER SERVICE EDGE OF ASPHALT C ' QxE 00 DRAINAGE SWALE I I I STANDARD CURB&GUTTER W ��4 SIDEWALK J' .Wxan I I I I I I I I I STANDJ UP CURB _ �I► c Y 6Clmty N.T.S. I i I I I I I I I WATER MAIN -W- - ` \O-i X. I I I STORM DRAIN MAIN 1210 /M I FUTURE EXPANSION I I ( I IRRIGATION PAIN =..- --w1.._.: w I I I NATURAL GAS(UNDERCRORID) -- iL n 5 LL CONST.003 L.F. I I I I S I I I - TELEPHONE(UNDERGROUND) -� �- 30"PIPELINE PER I LOT 2 I I , LOT 3 Y PLANTMIx PAVEMENT A�' I I I OVERHEAD POWER LINE a __ Z Z 8� I T.F.C.0 STANDARDS I I 1 I 1.36 A I 1.36 A c. I 1 I I WATTRMETER 2'-3 4'BASE AGGREGATE COMPACTED TO 95%MAX.DENSITY I I I I 1 I SEWER SERVICE -- -4"�- W D F•a w 12 I ASPHALT ROADWAY PROPOSED EDGE OF 8'THICK I FIRE HYDRANT Y B'-1 1 Y BASE ACCR. I I 1 GRAVEL ROADWAY I I - WATER VALVE COMPACTED 70 95X MAX.DENSITY I I I ( I I I MANHOLE O • I I EXISTING EDGE OF GRAVEL TELEPHOONE RISER n SUBBASE-COMPACTED TO 957G MAX.DENSITY I I I I I I I I I END OF ASPHALT DRIVE POWER POLE + NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER I� I 1 I I I I POWER POLE ANCHOR PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT ( J'�o I THICKEND ASPHALT EDGE(TYP) 14.73 TA I IRRIGATION STRUCTURE O 13 1/4"AND 1 1/2'BASE TO BE CRUSHED GRAVEL TO I C I I I I CATCH BASIN CITY OF TWIN FALLS STANDARDS&T ical Parkin Lot Section SPEC1FGATONS. JS� I I L ' .5'D SWALE BETWEEN CURB SIGN T �� �) AINAGE SWALE COORDINATE WATER SERVICE LE TRAFFIC RATED CLEANQUi DRAINAGE DIRECTIONAL ARROW -yP I ILOCATION WITH APPROPRIATE __LUSH W/TOPOF ASPHALT FIBER OPTIC MARKER(UNDERGROUND)ICONTRACTOR _ UCJRTS ' ENotes Q I I GRAVEL T EXCESS DIRT TO BE REMOVED AND STOCKPILED AT ALOCATION DETERMINED BY THE DINNER FOR FUTURE USE I DESIGN GRADES SIZE DEVFJ.OPMENT lvaoou •.00lwwRAINJI LL CONSTRUCTION SHALL BE IN CONFORMANCE N1TH THE mK,{yz•tl - i I •a•AtT.ar •m�m'u an(�[3F 1MM[AMEJt® v aAtFwu woe n caT.F. aTr v TIT•FAIEs N�ORYN BAST PROMTY AN Gil LOT 3 E as EDGE OF OMa2000 EDITION OF THE INTERNATIONAL BUILDING CODE. 0 �/ I I I TssttttwRlo •�"' FIE Eef81R�ElEMllal I % aI ISM PAM W:= ^SpL BEARING CAPACITY=200)PSF ALLOWABLE - TOY CP PIN N"AMM-31HO wwm •wwII G T �T�AKf••7MASSUMED. TO BE VERIFIED BY CONTRACTOR,NO CLAY I IRB CUT IN EXTRUDED CURB F w "I""'� ry Mor warOOR NON-ENGINEERED FILL BEARING SOILS ALLOWED. �/� DED CURB(TYP) 1 anr. OEa�NEAD RoarFILL BEARING SOILS MAY EXIST AND THE CONTRACTOR N 4 •15,75 TA 15.03 TA• 14,74 TA4 y� �R,Eq amSHALL DETERMINE THE QUALITY AND COMPACTION OF Z , w Row=AftTHESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO 15.45 TIC6.33 TC 17.00 TCC I I I 0 N w sor uwe w 95%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD ,�.. ( 5.70 TA I vcc tTow FALLS rreAr mtPAln PROCTOR A7 OPTIMUM MOISTURE AND PLACED IN 8'LIFTS. I U (14) (13) - TRENCH DRAIN W/DRYWELL SCALE N 1�EET z I _.._.____I I --- SEE DETAIL THIS SHEET ( o I •/ .� THE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION I 11J, [MONOLITHIC SIDEWALK 7/�/� niI I N- FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IQ I r r1lU 1G'LA/l/ DVu+�i1,G - w IN WRITING BY THE ENGINEER. .L t 1681 1C _ -.� I RErAWI WALL DETAIL -SEE CONC CS FOR CONC.LOADING DOCK ASPHALT LANDSCAPE PLANTERvi OO TRE7CJ1 DRAIN C I - n EXISTING ENO OF ASPHALT i F.E. = 3417.Control and Testin I 15.56 TC - --- - I E ,. I g I IBEpNING OF GRAVEL � 13 a0 I 1686 TC ��WAYO �j'O5'L x 4'4'W x 4'7 CONC. Si00P b. �1AALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED -- - (TYP.OF 2) 4 15.70 TA 3O40' 1.5'TO 3'WASHED AGGREGATEBY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE ASP �zzj cc HALT 1640 TCC MA7ERIAL SUPPLIER APPROVED BY THE ENGINEER. i '; 1; •15.75 TA 15.18 TA• 14.95 TA101 x 16'W x 4'T(COC..AD 1 28' --eakv.- TO•ooTHE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REWIRED: ( e1694 TC + OF ) _ IMPERVIQUS: O'x40'x 1.6/12 x+95X= 152 C.F.SOILS AND GRAVEL COMPACTION: - .. - IIoDRYWELL 5'W x 281 x 3'D x 0,40= 168 C.F.ASTM D 698, STANDARD PROCTOR 20' 20' r EXISTING 25'N1DE ACCESS UDUTY,DRAINAGE, Typical DwellDetail N.i.SDENSITY OF SOIL AND SOIL AGGREGATE IN PLACE -E%ISTING EDGE OF - w CC WATER AND SEWER LINE EASEMENT IASTM D 2922,NUCLEAR METHODS. ASPHALT -- `o I ELEV,- 15.00 MIN.H�9,(T>P) EXISTING EDGE OF ASPHALT DO NOT SCALE DRAWINGS Site Summa I ELEV•=1T.73 CDIRML7aR SN D VERIFY ALL OWNER: �) - Typical Swale Detail � "ANY"°""'�"T' 115.76 TC 1704 TCIGLOO DEVELOPMENT II 93 SETBACK FROM CL - - -- N.T.S. �OM OM��D SCN5OR 5- TWIN FALLS,IDAHO 83301 - - ---- - CREPANCIESICAT BEFORE BEGINNING ORiANIG1TNIG ANY eORW. 3200 E.ROAD IZONING: M-215.29 TA NotesEXISTING BUILDING FOOTPRINT =0 SF(t) 1 --- A '�fS6±T -� y-15"Jb7 -j I 2113103- T WTEK NEW BUILDING AD0ITION =APPROX. 16,040 SF(1) 1 .1-..___- - ---- --- I I I �iHIpCEND ASPHALT EDGE(TYPj I I I 1. ALL CONSTRUCTION sHAu CONFORM TO THE CITY a-rxw FALLS THE UTEST ETYTTOHL OF THE MOVED BUILDING 20'WEST o - IDAHD STD'S.FOR PUBLIC WI CONSTRUCTION,TWO FAILS ODIANTY AND ALL OW LOCAL. TOTAL CONSTRUCTION SITE AREA =118,527 SF(t) I I T ¢ I I I I STATE AND FEDERAL AGENCIES WHICH ARE APPLICARL�F THIS smog s1Te 2124103- T WTEK PARKING REQUIREMENTS 1/400=40 SPACES , 'I L 1 I PROPOSED EDGE OF ASPHALT I I sPFTIIG DETAtt NOi COVERED BY THESE STAIOAImS -' PAWING&LANDSCAPE PARKING PROVIDED=40 SPACES I REQUIREMENTS LANDSCAPING REQUIREMENTS 2SF/LF OF FRONTAGE= 1380 S.F. \ I EXISTING FIRE HYDRANT I FUTURE EXPANSION I &GATE vLVf I I 1. THE CONTRACTOR SHALL TAKE ALL NECESSARY AHD PRffEitPf�AU1gK ro PROTECT LANDSCAPING SHOWN=2641 S.F. \ I - - _ I I 1 1 ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OMN FROM MAWF AND/ UPS Calibration \\ �___-�_ i 1 ; I I I OR DEPOSITION OF DEBI85 nEsuTMc FTR011 ANY AND ALL na1TX M DONNIIEECTTa WITH 15.96I7C - C.B - ---- 724 TC I 1 I SITE HORIZONTAL CONTROL: MATCH FLOWLINE - ITC 24 1871 T L / ' NORTH WEST CORNER OF LOT 2 (I/2') ^ I 3. RECORDED ANDRAC CONTFILEDRACTOR'S IESPON YOAAENTS OWIC MTf//'UE E AN MI A6 PNO,ELT yy EMOV£EXISTING SIGN -------------------------J I N � IT IS THE CONTRACITIRS RESPONSM3[1TY ro PROTECT Q IEPIIAIE ANY IMaI•EFF6 N=7730.66 E=10057.82 I \ ANDSCAPE_-, I � / DESTROYED DURING CONSTRUCTIO. �p1 TEgF 0 NORTH CORNER OF LOTS 2&3(1/1') F F LANDSCAPE I 0 G N=770 72 E=1021Z36 - \�\` �_ _ _ _ _ _ _ _ _ 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VI TRANSI71O1 BETWEEN •"i A� NORTH EAST CORNER OF LOT 3(1/2') \ 5.94 TC - - - \ 15.92 TC - - - - - - - - - - __ _- 16.16 Td✓- / IN W CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER ORAMAGE AM 0 3 0 N=7730.71 E=10376.92 _-_-- _--- -- -- _---------------- --- - I CRESS AND EGRESS TO SAID CONSTRUCTION. �A TCH ASPHALT INTO EXISTING XISTINC EDGE OF ASPHALT EXISTING FIRE HYDRANT 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTNM TESTS ARE REWIRED C�EOF� Retention Data: GATE VALVE I I I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95%COMPACTION REQUIRED. A(D f.•n,;,+ (SEE SWALE DETAIL- THIS SHEET) RETAIN&PROTECT STOP SIGN I I 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE cGNvfrIENCE OF THE CONTRACTOR ,EASEMENTS(SEE FINAL PLAT) I I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES BUILDING AREA PROPOSED&FUTURE=28,000 S.F. Li - - - - - - - - - - - - - - - - - - - -- - - - - - _ _ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR U77LI7ES NOT SHOWN ON THE PLANS OR ASPHALT&CONC,AREA=46,128 S.F. ( I in NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. LANDSCAPE&DR AREA=44,400 S.F. I ELDRIDGE AVE. [PRIVATE) I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND IMPERWOUS: 74,128 x 1.61.12 x+95X= +9,389 C.F. XISTING 30•CULVERT SPECIFICATIONS. •., 11852 x11.6112 x+25%= 5,532 C.F. I I I 7. AFFECTED UTILITY COMPANIES SHALL 13E NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR T. VI7EK RETENTION REQUIRED= +5.041 C.F. TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK. h FEB.2003 SWALE 1: 100'x 16'x 3.25' LANDSCAPE&LIGHTING PLAN - RETENTION PROVIDED= 5,200 C.F. I I I Y OTHERS I B. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEAlEN75 SHOWN FR6M DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR's OPERATIONS if 58.00' 159.54' 159.54' STALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 546-02ST1 9 23 111 24 S 90'00'00"W 319.08' 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF TWIN FALLS STD-S.&SPECS. Curb Radii Data: Ccty&Engineering Contacts Utility Company Contacts 10. THE ENGINEER TAKES NO RES OHISBILITY FOR ANY DEVIATIONS FROM THESE PLANS REQUESTS 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER IDAHO POWER INTERMOUNTAIN GAS COMPANY 0-WEST CABLE ONE FOR DEVIA DONS SILL BE SUBMITTED IN WMTINC TO TFI:ENGINEER. E 0' B 20' 40' D 50' TNN FALLLS,IDAHOO83017 345 TWN ALLLS,IDAHO -208-735-7232 AVENUE EAST TWIN AL6 01 POLE ND90ROAD 83301�2 321 SECOND AVENUE TWINFALL,IDAHO 83301EAST 621 TMNNORTH COLLET ROAD SUITE 100 1TWWIN L5-IDAH 8301 3478 1W OBA737'IDAHO BLVD.�' TWIN S BOX A��2 83303 SBA 33-6Ao0 8303 ox 1946 i1. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE IX.WTRACi01R BUT SHOULD BE VflRK7ED C 1 M PRIOR i0 CONSTRUCTION. LW REX CHAMPNEYS MARIANNE BARKER GREGORY T. MISBACH GARY YOUNG 1-208-734-4888 TOM ADAMSON REGINALD LARSEN KIN OUESNELL TINT BURNS PRINTED FEB 24 1003 i "�`r"°"• RETAIN EXISITINC W 1 W CONST.8"PRIVATE SEWER SERVICE- 12 ' LOCATED IN LOTS 2 & 3 9 , OIiCH I N WITH MANHOLE SLOPE=0.43X P H N 90'00'00"E 319.08' _ _ _ _ ' INCOM INDUSTRIAL PARK SECTION 24 c ¢a WwP ---- _ - - - I 's`� TOWNSHIP 10 SOUTH, RANGE 17 EAST, --- - ---------------- -- -------- -------- --------------- �- r I I I TWIN FALLS COUNTY, IDAHO L Q t_r ^I LOT LINE(rYP) EXISTING FIRE HYDRANT I o I •wo l I 1----------- &GATE VALVE I I Igen d.� m m co I I•o - INSTALL 1'WATER SERVICE I I I C < EXISTING: PROPOSED: n aox� 0 I PROPERTY BOUNDARY f o I I I I 10'MIN.SEPERATION I I ROAD CENTERLINE - ,� 0 o a,••..it ILL I-i1I le IIII tIIi I II I IIIIII (I II ./' ` AP O� EAS EM E NT ---_< IP_-�Mr-r=_ _-_ YB••.•w WQWYa(U9• Io CONS--4 PRIVAlSEWER SERVICE EDGE OF ASPHALT Q z $GATE VALVE STANDARD CURB&GUTTER W wmM1aa_a. STAND ®wcou P CURB W SIDEWALK _ _jUficin N.T.S. I 5RYSCAPE� � miWATER MAIN STORM DRAIN MAIN IRRIGATION MAIN 12'I FUTURE EXPANSION NATURAL GAS(UNDERGROUN) xm.�. Z LL OVERHEAD POWER LINE 2 LOT 3 TELEPHONE(UNDERGROUND)3'PLANTMI%PAVEMENT ZNJ1 CONTOUR LINE 2•-3 4•BASE AGGREGATE 1.36 AC. WATER METER 0 N COMPACTED TO 95%MAX.DENSITY ZPROPOSIED EDGE OF 8'ii THICK- SEWER SERVICE W l0 1- 12 PHALT ROADWAY GRAVEL ROADWAY FIRE HYDRANT 5•M 2'BASE AGGR. WA TER VALVE CO-1C1ED TO 95%MAX.DENSITY MANHOLE 0 o SUBBASE-COMPACTED TO 95%MAX.DENSITY EXISTING EWE OF GRA1£L I UT RSER END OF ASPHALT ORI TELPH O NOTES: SUBASE MATERIAL TO BE APPROVED BY THE ENGINEER P v E PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT I !1600 TA 32 TA POWER POLE ANCHOR A- 3/4'AND 1 1/2•BASE TO BE CRUSHED GRAVEL TO I^ I �' THICKEND ASPHALT EDGE(TYP) 14.1 rA I RIGATION STRUCTURE I, 0 CITY OF TWIN FALLS STANDARDS k SPEGFlCA710N5. �fF- I INSTALL Tf1r4FFIC RATED CLEANOU7 I I CATCH BASIN 1'W x.5'D SWALE BETWEEN CURB FLUSH Wf TOP OF ASPHALT I . SIGN &DRAINAGE SWALE COORDINATE WATER SERVICE DRAINAGE DIRECTIONAL ARROW Q- Typical ParkingLoI IS , I I _ LOCATION WITH APPROPRIATE I I FIBER OPTIC MARKER(UNDERGROUND) 26' 1 CONTRACTOR _ GRAVEL&EXCESS DIRT i0 BE REMOVED AND STOCKPILED AT.A LIGHTS o-- -! E- Desl Notes I LOCATION DETERMINED BY THE OWNER FOR FUTURE USE i I DESIGN GRADES SITE DEVELOPMENT a Wu mm n CONC CONCRE,E y _ _ _.- - _____ aoxxc •mm n caysT. croNsmucr r�4 ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE Q I I I I I ffid71 MARK ASAiI� >a a A9xwr •mm rA COY, CITY OF TWIN FALLS 2000 EDITION OF THE INTERNATIONAL BUILDING CODE. I O I I CC ma a A-T •mm rA IK]R7H FAST PROPIXTY PIN OP LOT 3 E.O.c. EDGE OF GRASS I I I I I ADM @NUSIIRLAL PARK 'a OFso[wwA •mm rn F.F.E. FINISH FLOOR ELEVATION SOIL BEARING CAPACITY=2000 PSF ALLOWABLE I I _ 1p°`�°°'10"` 'P100"` G.B. atADE BRE.vc ASSUMED. TO BE VERIFIED BY CONTRACTOR,NO CLAY I 7� PM OFVAi'iON � 1p� ' I'CURB CUT IN EXTRUDED CURB { -� I I w a Mxe ,ma xm NVT INSERT OR NON-ENGINEERED FILL BEARING SOILS ALLOWED. ��1�11 f I I X7RUDEO CURB(TYP) I I I (Darraxr. rAa) M.D. MAN COOP O FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR UJ •15.75 T 14.74 TA4 o.N.P OVER NERD POWER SHALL DETERMINE THE QUALITY AND COMPACTION OF Z �.- I ,go"7E CC I OHO.RD �HEAD 0OOR THESE SOILS. - ALL FILL SOILS TO BE COMPACTED TO I I 15.45 TC -- 15.85 TC 16.3J TC I 17.00 TCC I I I 0 10 20 40 SO STORM DRAM 95%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD 14 13 - 15.70 ' w/ NTH PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFTS. I ( ) ( ) TRENCH DRAIN W/DR Y __ I g SCALE IN FEETTHE ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION " MONOLITHIC SIDEWALIC SEE DETAIL THIS S )�FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED Q -'*.2, IaELEV. - n.0012 _-- PROPOSED IGLOO BURDINGIN WRITING BY THE ENGINEER. ---- - �75 CONC LOADING D -4 I-ASPHALT I n REGINNG WALL DETJL/� LANDSCAPE PLANTER ; F•F•E• C 3417.00 ,^_. .,;a I EXISTING END ASPHALT TRENCH DRAIN Quality Control and Testing - DRYSCAPE-) I I n 5.56 TC ---+- 16.86 TC �- / ( 0 I ROADWAY �E�ELL13.00 BE61NING OF GRAVEL Q. a_ 5 L x 4 4 W x 4 T GONG.STOOPALL MATERIAL SAMPLING AND TESTING SHALL BE ACCOMPLISHED -- ------ -- ---- (TYP.OF 2) 15.70 TABY THE ENGINEER OR A LABORATORY INDEPENDENT OF THE T 16.40 TCC " ^ 40 �" = 1.5•TO 3•WASHED AGGREGATE O j MATERIAL SUPPUER APPROVED BY THE ENGINEER. I ASPHALT 'L Wa '^ •15.75 TA'. 14.95 TA1 2B _ _-___ 25 101 x 16'W x 4'T CONC.PAD THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED: I c I (TYP.OI-2) o i -Q ELEV.- 10.00 F� I- QF°i6.94 TO;_ � `, I IMPERVIOUS: 30'x40'x 1 .6/12 x+95X= 152 CF. F-4 SOILS AND GRAVEL COMPACTION: I I _ -- - --- --_-" ;. c I 0 ..OU I Typical D1Jwell Detail DRrWELL. 5'W x 28'L x 3'D x 0.40= 168 C.F. t;AO 1� ASTM D 698, STANDARD PROCTOR EXISTING EDGE EDGE OF I 2 24 20 / I I N.TS. -�/ DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE _ _ ASiM D 2922,NUCLEAR METHODS. I ASPHALT II - - - - z- I -- __ ELEV. ts.DD EXISTING EDGE DF ASRHALi I MIKO-- CO NOT SCALE DRAWINGS ELEV NTRACTOR SHALL TY • Y\ .___-._-__ i I1 , MAX-N.T.S. NN JOB DITH)50(AND AND DIMENSIONS ALL Site ASrllmmaly i'., 15.76 TC •- I- 17.04 TG I ' I Typical Swale Detail THE 93'SETBACK FROM CL - / EXISTING 25 MOE ACCESS,UTILITY,DR/#NAGE, CRERANGI SMIBEFIORE BEGINNING OWNER: NAL 3200 E.ROAD Y - WATER AND SEWER LINE EA ENT I - OR FABRICATING ANY WORK. IGLOO DEVELOPMENT II ---I- - -- I THICKEND ASPHALT EDGE) ` o t e s', TWIN FALLS,IDAHO 83301 15.29 �or'--- ZONING: M-2 - V PROPOSED EDGE OF ASPHALT I I 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS, THE LATEST EDITION OF THE \ONp,F EXISTING BUILDING FOOTPRINT =0 SF(f) _ I I I I IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION, TWIN FALLS COUNTY AND ALL OTHER LOCAL, •.c,S _ NYy NEW BUILDING ADDITION =APPROX. 16,040 SF W1 __I. I - I STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE.SEE THIS SHEET FOR SITE TOTAL CONSTRUCTION SITE AREA = 118,527 SF(f) 1 - "" - _-- - SPECIFIC DETAILS N07 COVERED BY THESE STANDARDS. V jJI MOVE EXISTING SIGN I I EXISTING FIRE HYDRANT I FUTURE EXPANSION I &GATE VALVE I 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUROIVS TO PROTECT' 8L f`fJ ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ GPS Calibration I I I DRYSCAPE-) I I I OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH C 1 4 T SITE CONSTRUCTION. Qry 15sc r G.B.- `�4 rc HORIZONTAL CONTROL: 24' OB I I I I I 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. IT• NORTH WEST CORNER OF LOT 2 (1/2') \ 16.71 L_________________________- I 1 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS N=7730.66 E=I0057.82 I \ - DESTROYED DURING CONSTRUCTION. NORTH CORNER OF LOTS 2&3(1/2-) � • F N=7730.72 E=10217.36 4 C P AL TRA TWEEN - .NORTH EAST CORNER OF LOT 3(1/2') _ _ _ ONTRACTdt SHALL RONDE ALL NECESSARY HORIZONTAL AND VERDC NSIDON BEN=7730.71 E=10376.92 15.9d T 1390 TC - - --.-___---- -____ _______ - 1�i�)8,,,,�- NEW CONSTRUCTION AND EX ID C SURFACES TO PROVIDE FOR PROPER DRAINAGE AND -------- --- ------------ -- INGRESS AND EGRESS TO SAID CONSTRUCTION EXISTING FIRE HYDRANT I MATCH HALT INTO EXISTING �XISTING EDGE OF ASPHALT _ Retention Data: &GATE VALVE j I I 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED ON EACH LIFT ON 15'GRIDS THROUGHOUT THE FILL AREA.95X COMPACTION REQUIRED. (SEE SWALE DETAIL- THIS SHEET) RETAIN&PROTECT SLOP SIGN I � I 6. EXISTING URUTIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR IJEASEMENTS(SEE FINAL PLAT) I ONLY. THE CONTRACTOR SHALL BEAR FULL RESPON-981LITY FOR THE PROTECTION OF UTILITIES BUILDING AREA PROPOSED&FUTURE=28,000 S.F. �- - - - - - - - - - - - - - - - . - . . - . . - - - - . . - - _ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR ASPHALT&CONC.AREA=46,128 S.F. I I Tn NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES SERVICE LATERALS OF ALL KINDS. LANDSCAPE&DRYSCAPE AREA=44,400 S.F. I ELORIOGE AVE. (PRIVATE) I MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND IMPERVIOUS: 74,128 x 1.6/12 x+95X= +9,389 C.F. SPECIFICATIONS. - > 44,400 x 1.6112 x+20%= +1,184 C.F. I ( i T. VITEK 118,527 x 1,6112 x-35%- -5,532 C.F. 7, AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR RETENTION REQUIRED= +�041CF - TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK.SWALE 1: 100'x 16'x3.25' LANDSCAPE&LIGHTING PLANFEB. 2003 RE7ENRON PRONGED= I BY OTHERS ,I 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS x,M SHOWN FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 23 58.00' 159.54' 159.54' SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. `xx 546-02511 24 S 90100'00"W 319.0 9. LANDSCAPING(PLAN BY OTHERS)SHALL BE INSTALLED PER CITY OF,TWIN FALLS SIDS.&SPECSCurb Radii Data: _ &Engineering Contacts Otility Company Contacts 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS REQUESTS "° 546-02 ALL RADII ARE TO FACE OF CURB OR EDGE OF ASPHALT TWIN FALLS FIRE DEPARTMENT TWIN FALLS BUILDING DEPARTMENT DEPARTMENT OF ENVIRONMENTAL QUALITY CITY ENGINEER SITE ENGINEER IDAHO POWER INTERMOUNTAIN GAS COMPANY Q-WEST CABLE ONE FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING i0 THE ENGINEER. E 0' 9 20' 40' Dj 90, TWINA�D IDAHO 83301 AVENUE T 345 TWIN BALLS IDAHO AVENUEND 83301 �08 LLS,ID9HO 83307E 2 321 SECOND AVENUE TM 08-ALLS,IDAHO 83301T EHM ENGINEERS P.O.BOX 8 621�N FALL4,COLLEGE 83OAD SUITE 100 301 TM LS-IDAH 83301 687 1'IN FALL,IDAHO 8330 TWI1-208-737-6300 N � 83303 TW�ALLS,IDAHO 83303 11. TOPOGRAPHY HAS BEEN PRIOR O CONSTRUCTION INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD 8E VERIFIED C LOO REX CHAMPNEYS MARIANNE BARKER GREGORY T.MISBACH GARY YOUNG 1-208-734-4888 TOM ADAMSON REGINALD LARSEN KIM QUESNELL RON BURNS W PRINTED FEB BB 200