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HomeMy WebLinkAbout5248NE No. 5248 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Stmt Suite 303 Glenwood Springs, Colorado 81601 p 303) 945 -8212 job Add.cy County Road 302, Satticm. at Mcca P4.nzC r- NatumofWork Building Permit Usc of Buildln!100' e f ass s . - 1 Owncr US West New Vector Group, Inc. Contractor Rex Industries, Inc. Amount of Penult 469.43 Date August 10. 1994 Permit: 284.50 Plan 184.93 Paid $184.93 7 -6 -94 S. Archuleta Clerk 4 GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT PERMIT NUMBER Sa please print or type DATE 7- 6 - 9 V D OAssessor's Parcel $` TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS Underwood Lane Rd 302, 2,ba4 NOTE: Show easements, property line dimension a SUBDIVISION Battlement Mesa all other structures, specify north, and stree FILING fi LOT ;f BLOCK #name. For odd shaped lots, or if space is TAX SCHEDULE # too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) NW 4 OF BUILDINGS NOW ON PARCEL NAME US West NewVector Group, Inc.USE OF BUILDINGS NOW ON PARCEL MAILING ADDRESS 3350 161st Ave SE CITY owl__ _ PHONE 450 8150 m NAME Perlmutter Architects n ADDRESS 14001 E Iliff (1415 CITY Aurora, CO s NAME Rex Industries, Inc.0 ADDRESS p.0. Box 508 P CITY Gnid Pm On 80409InaHONE3032794177LICENSE CLASS OF WOPJZ NEW XX ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) S.F. S.F. OF BUILDING 144 OF LOT OF FLOORS 1 HEIGHT OF FAMILY UNITS 11 OF BEDROOMS INTENDED USE OF BUILDING GARAGE: SINGLE DBL CARPORT: SINGLE DBL FIREPLACE FRONT PROPERTY LINE DOCUMENTS ATTACKED STREET NAME /ROAD NUMBER WATER SUPPLY CHECK IF CORNER LOT _ DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED SITE PLAN BUILDING PLANS SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I OTHER DOCUMENTS (specify) 00• S agree to comply with all county ordinancesSCP/GZ rire wren' gr' Y7 /ramt erg' 3, T and state laws regulating building constructio:SfIIif71Il 45K%;1('.,15,4 SIGNATURE FOR OFFICE USE ONLY VALUATION 30,000.00 FLOOD HAZARD PERMIT FEE $ 284.50 PLAN CHECK FEE $ 184.93 CERTIFIED BLDG ELEVATION TOTAL FEE 469.43 SCHOOL IMPACT FEE $ 14 SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT b PROBLEMS WITH PERMIT TYPE OF OCCUPANCY 4 / TYPE OF CONSTRUCTION 1/ADDITIONAL INFORMATION NEEDED _ S.F. OF BUILDING ply S.F. OF LOT 713c. MAX. HEIGHT 112 •ROAD CLASS.CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FROP I v ,7f ' ro Awe OR ENGINEER REARS 00 c1RIGHTh - /00 t LEFT M/ /OO' T OFF STREET PARKING SPACES REQUIRED Alt a e-lxAPPROVED:APPROVED: B LDING EPA DATE PLANNING DEPARTMENT DATE SEE pi R ,rarw NoTIFS bMs/0yr 1 c copy A- 110437 US WEST U -5.0 X 100' PARACHUTE, CO SEALED DRAWINGS & CALCS A PRO Inc. PLYMOUTH, INDIANA 46363-0128 P.O. Box 128 219) 936-4221 J r* rn rnoON \j OOJFZm0 .-' Q HIHAlbMrHiw01-1 W I I H rImmvUWQCWW IONI- O W fn1 m Z -I N OtotoCOCOJ10OIf702HJJa -I 1 \\0 Q V W O 0 r-COHQ! - oofrn rn In mJ C 3 zz 3W0I0coa 3 HI O ik ik 9th 9! l! NQ W JH W W 44 J CL .. F - JK O7 m N Q 11 m1-1- CC as I S W J ID O I N 3 LO 111 LO Q] ti Q w Q O OHiW O O W •N •a¢ 133 Li_k a W a o W 0 y.F- 0 0 o a co N. m WW0W \ \ \ N. N. 1 = - i rn rn un m n J F- U ~a Ll $t t'c'N W O W N N N Q I- W Z W IVHI m NW V ,,,,O V O J N I 1 I I V ` VVV 1 N.Q ^4 111 D11_ O w z , .. 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Z r J F O N QZ2 + W w ODUZ Z' W NJ2 W W r O r 2 r r)QzooaiWIOiUW V r 0 W m0 a wEDDaDUQID0cnZaQHQZCOZIpHCOwFtO rrl 7 m w 1 Zati J W a W O) O OH N F-0 F N W U O J> O-4 m I 3 X Q WD O U ) Z h U IC1 r-i w tr. a f W II w w 3 Q 1 0 oUdw w CO 7 U oJOw Z a Q o. a Or a a a a Z a a Jw w w H p 1)o CC O 2 z I a CC LLI O fl 1-1 W O N ZD a w Drxw UJ r FINALAPPROVED PiROD Inc. US WEST NEWVECTOR ANALYSIS PER EIA /TIA -222 -E PAGE 1 P CHUTE, CO 4 - 28 - 1994 11:21:58(V4.23) L U- 5 x 100' 100' OA) WIND= 90 mph BASE ELEV. 0'ICE = 00" TOP LOAD --LOAD ARM WEIGHT LINE sq.ft.)ft.)kips) in.) 00 00 00 000 POINT LOADS --HEIGHT AREA WEIGHT LINE ft.) sq.ft.)FACT.kips)in.) 4 DB809/1 16' ARM 100 20.94 1.00 68 8.000 FABRICATED SECTIONS- - WIDTH TAPER LENGTH LEG DIA.DIAGONAL DIA.WEIGHT ft.)ft /20'ft.)in.)in.)kips) 1 3.00 0 20 1.500 563 580 2 3.50 5 20 1.500 563 583 3 4.00 5 20 1.500 625 678 4 4.50 5 20 1.750 750 945 5 5.00 5 20 2.000 875 1.273 MAXIMUM FORCES AND RATIOS TO ALLOWABLE -- D +Wo) LEG COMPRESSION kips)Ratio SHEAR COMPRESSION kips) Ratio 1 9.54 18 1.67 38 2 22.56 52 2.60 57 3 37.71 70 3.51 58 4 54.22 70 4.38 42 5 71.88 68 5.35 32 TOTAL FOUNDATION REACTIONS -- SHEAR FACE WIND) 5.35 kips MOMENT FACE WIND) 303.69 ft. -kips COMPRESSION FACE WIND) 71.88 kips UPLIFT APEX WIND) 68.39 kips WEIGHT 5.23 kips STEEL WEIGHT 4.06 kips w.. p0 REGIt1 43 9.E131. III rt 277 I`A a F" FINAL APPROVED PiROD Inc. US WEST NEWVECTOR ANALYSIS PER EIA /TIA -222 -E PAGE 1 P CHUTE, CO 4 -28 -1994 11:21:10(V4.23) L U 5 x 100' 100' OA) WIND= 90 mph BASE ELEV. 0'ICE = 50" TOP LOAD --LOAD ARM WEIGHT LINE sq.ft.)ft.)kips) in.) 00 00 00 000 POINT LOADS --HEIGHT AREA WEIGHT LINE ft.) sq.ft.)FACT.kips)in.) 4 DB809 /1 16' ARM 100 29.74 1.00 1.04 8.000 FABRICATED SECTIONS- - WIDTH TAPER LENGTH LEG DIA.DIAGONAL DIA.WEIGHT ft.)ft /20'ft.)in.)in.)kips) 1 3.00 0 20 1.500 563 580 2 3.50 5 20 1.500 563 583 3 4.00 5 20 1.500 625 678 4 4.50 5 20 1.750 750 945 5 5.00 5 20 2.000 875 1.273 MAXIMUM FORCES AND RATIOS TO ALLOWABLE -- D +( 75Wi) I) LEG COMPRESSION SHEAR COMPRESSION kips)Ratio kips)Ratio 1 10.49 20 1.81 41 2 24.83 58 2.86 63 3 41.69 78 3.88 65 4 60.15 78 4.87 46 5 79.88 76 5.94 35 TOTAL FOUNDATION REACTIONS -- SHEAR FACE WIND) 5.94 kips MOMENT FACE WIND) 335.09 ft. -kips COMPRESSION FACE WIND) 79.88 kips UPLIFT APEX WIND) 74.90 kips WEIGHT 7.47 kips STEEL WEIGHT 4.06 kips AD REaoR .q1 VIe0 1 f 7 / "1 [r JUN WB1C r FINAL Version 1.1 A- 110437 APPROVED Unit Base Foundation: Model: U -5.0 x 100'Location: PARACHUTE, CO Tower Reactions: Weight; W t 7.47 -kips Compression; C 79.88 -kips Moment; M 335.09•ft• kips Uplift; U = 74.90 -kips Shear; S 5.94-kips Soil Parameters: PER SOIL REPORT BY GEOTECHNICAL SERVICES, INC. DATED 6/1/94 FILE #2208031). Allowable Bearing Capacity, B c 5.0 -ksf Soil Properties; S 100.kcf I) = 30 -deg c = 0.0•ksf Passive Pressure, P p 350•kcf Concrete Unit Wt.; 6x 150•kat Concrete design conforms to Building Code Requirements for Reinforced Concrete - ACI 318 -89 Revised 1992(ACI). Concrete Compressive Strength; f'c 3500 Rebar Yield Strengthl; f }, = 60000 -psi Preliminary Dimensions:Depth; D = 6.5 -ft Thickness; T = 2.25 -ft Pier Diameter; d = 2.5-ft Tower Width; W' := 5.0•ft Extension above Grade; E 5 -ft Trial Width:1 2•M-1.5 3 W T•(Sx 6) D •S W = 10.955'ft Try W = 11-ft Moment Resisting @ Toe:assume soil is perfectly rigid) Concrete Weight;W c W •6x W c = 40.837•kips Soil Weight;W s W - T).6 W s = 51.425•kips above footing) 1 Weight of Soil W sw D.2-(D sin(41)). W. S W sw = 11.619'kips Wedge (back face) ;we, le41pOREPassivePressure; r i s P pt P p - (D - T)P pt = 1.488'ksf S S• if P pb P p -D P pb = 2.275'ksf 94r T.W ltimate Shear; Shear u - 2 P pt + P pb Shear 46.561•kips 1104379W.MCD Page 1 6/8/94 11:36:12 A Malt Moment Resisting ® Toe (cont.): Resisting Moment; W M rwt W c W s W t 'Z M rwt = 548.529•ft•kips T M rp Shea u . 3 M rp = 34.921•ft-kips sin* M rsw - W sw' W D -- 3 M rsw = 140.393•ft• kips Total Resisting Moment;M rt M rwt + M rp _ M rsw M rt = 723.843•ft-kips Overturning Moment M O M - (S•(D + E)) and Factor of Safety; M O = 376.67•ft-kips M rt FS M FS = 1.922 FS> 1.5 OK!" 0 Determine if compression exerted by foundation is too large: W3 P W e + W s - W t Area W SM = P = 99.733'kips Area = 121'ft SM = 221.833 •ft Pressure Exerted; P M 0 P pos ` Area SM pos = 2.522•ksf B 0 = 5•ksf OKI" P M o neg Area SM P neg 0.874•ksf Tension: Readjustment of compression req'd 110437BW.MCD Page 2 6/8/94 11:777:15 A Wbx P pos 1 The distance from the edge of the mat to the c' resultant of the pressure distribution is c'.P pos - P neg 3 W W The distance from the edge of the mat to the kern is d' 3 c' = 2.723'ft d' = 3.667'ft The stress resultant was NOT within the kern, therefore the area to which the compression is applied must be reduced and the appropriate compression must be determined. Knowing that W = ll'ft P = 99.733'kips M o = 376.67'ft. kips W M o L 6 0 L= 1.833'ft Load Eccentricity = e P e = 3.777'ft 2..P The Adjusted Applied Pressure is:q a W assuming the symetric condition controls)3.•W• 2 - e erefore the adjusted compression is q a = 3.508'ksf B c = 5'ksf OK! Shear Check:Shear u = 46.561'kips w/FS 2.0 Shear u S actual FS S actual = 23.28'kips 5 = 5.94'kips OK! III 1104378W.MCD Page 3 E/8/94 11:36:16 P. w tsx Concrete Shear Strength: One Way Beam Action @ d From Column Face (per ACI 11.3.1.1), Concrete cover, cc = 3.in Factored Load C Intensity (ACI 9.2.2); q s 1.3•w q s O.858•ksf d c T- cc - .5-in d c = 23.5'in Required Shear Vn: 4 0.85 per ACI 9.3.2.3) W 1 1 q s 2 - 3•sin 60-deg W' - d - d c -W n n = 9.421'kips Shear Available Vc (ACI 11.3.1.1): c 2.0• c c = 367.034'kips V n = 9.421'kips OK! Two Way Action ® .5d From Column Face, ACI 11.12.2.1) Perimeter;P o = d- d c •rz P o = 14.O06•ft Required Shear Vn: 9 0.85 per ACI 9.3.2.3) rz W - d - d c Z ' 4 n q s.4 V n = 106.407'kips Shear Available Vc (ACI 11.12.2.1): c = 4.O f'o -psi d c •P o c = 934.686•kips V n = 106.407'kips OK! 1104378W.MCD Page 4 6/8/94 11:36:19 A Mak Column Strength: Column Compression Capacity, per ACI 10.15) Compression Reaction; 4 0.75 per ACI 9.3.2.2) d2 P C 4 0.85•f'c psi• 4 -4E P c = 1577.178'kips C = 79.88'kips "OK!" n Cross Sectional Area of Pier;A c = d -7 A c = 706.858'in Minimum Steel Required, per ACI 10.8.4 & 10.9.1) A stmin A c -0.5-0.01 A stmin = 3.534•in Bending & Tension Requirements; Try m c = 9 6 Gr. 60 rebar equally spaced on a diameter 6" less than pier diameter. Area; A b 44-in Diameter; d b 75-in 8 Size; s c d b s c = 6 A st m c ' A be d i =d - .5•ft d i = 2'ft A st = 3.96'in A stmin = 3.534'in OK!" 5 A st d 2 d 12 785398 d 2 = 23.895 'in 4 4 d i d 2 SM = .098175 - d SM = 23.656'in i U 0.5-5•(D - T + E) rs A st SM Combined Stress: 26.07'ksi c f y .0.6 36'ksi OK!" 110437BW.MCD Page 5 5/6/94 11:36:21 A WW1. Developement Length in Pier for Tension (per ACI 12.2.2): 1 04•in A bc y L db L db = 17.85'in ttif'c psi d i•n Bar seperation, B s d b B s = 7.828'in m c Factor for Concrete Cover and Clear Space (ACI 12.2.3.1); cc = 3•in 2•d b = 1.5•in B s = 7.628'in 3•d bc = 2.25•in L db = if[ cc '2'd b B s '3'd bc L db' dip]L db = 17.85•in Reduction ` for Concrete Cover and Clear Space (ACI 12.2.3.4); cc = 3•in 2.5-d b = 1.875'in B s = 7.628•in 5-d bc = 3.75•in L d = if` cc -2.5d be B s - 5'd be O.BL db,1.OL db L d = 14.28'in Minimum Developement Length (ACI 12.2.1 & 12.2.3.6); L dmin 0 3 •d bc If ' P si L dmin = 22.B19•in L d if L d< L dmin' dmin d L dt = 22.819•in L d if L dt< 12-in ,12•in,L dt L dt = 22.819•in Developement Length in Pier for Compression (per ACI 1 2.3.2): f y L db 02•d bc f' L db = 15.213•in P f L dmin = .0003-d bops L dmin = 13•5•in L dc if L db - L dmin,L d db L dc = 15.213 • in but not less than B "; L dc if L dc 8•in,8-in,L dc L dc = 15.213'in Developement Length: Length Available Pier; L pier D - E) T - cc L pier = 54 'in L dt = 22.819•in Tension OK!" L pier = 54•in L d = 15.213•in Compression OK!" Length Available Pad; a L pad T - cc L pa d = 24'in L dt = 22.819•in Tension OK!" L pad = 24•in L d = 15.213•in Compression OK!" 1104379W.MCD Page 6 6/8/94 11:36:27 A wax Reinforcement in Pad: Required Bending Capacity Mn:0.90 per ACI 9.3.2.2) 1.3 M n 4 W' U-sin 60•deg S•(D + E) 1 M n = 528.532' ft'kips J f'c - 4000 p if f'c =4000, .85,if1 f' c S8000 ,0.65 ,0.85 -1000 05 13 = 0.85 ACI 10.2.7.3) M n • A st 9•f yd c A st 4.998'in A st -f a p-f'c-psi•W a = 0.764'in Required Steel, Ast: M n A st a f y d o - z A st = 4.572'in A st p = - (W' - d)-d p = 0.0022 Therefore per ACI 7.12.2.1b; P sh if f y =60000-psi ,.0018,.0020 p sh = 0.0018 A st if I)? .0018 ,A st sh' c A st = 4.572'in of bars required in pad both ways:Width,W = ll'ft Diameter; d b 875-in Area; A b = .60•in 8 Size;s p d bp-in s P = 7 A st W Quantity; m p AbP. W,..866 1- d m p= 12.273 m p 15 A st m p' bp A st = 9'in OK!" 110437BW.MCG Page 7 6/8/94 11:36:32 k WbK Development Length in Pad (ACI 12.2.2): 1 04'in.A bp y L db L db = 24.34•in 4111 4f'c-psi W - 2-cc Bar seperation, B s m 1 d b B s = 8.125'in P Factor for Concrete Cover and Clear Space (ACI 12.2.3.1); cc = 3'in 2•d b = 1.75'in B s = 8.125'in 3-d b = 2.625•in L db if cc '2-d bp • B s' 3-d bp L db ' 2-L db]L db = 24.34•in Reduction for Concrete Cover and Clear Space (ACI 12.2.3 - 4); cc = 3'in 2.5.d b = 2.187'in B s = 8.125'in 5-d b = 4.375•in L d = if[ CC =2.5-d b - B s -5-d b O.8•L db,1.0'L dip] L d = 19.472'in Minimum Developement Length (ACI 12.2.1 & 12.2.3.6); f Y L dmin 03•d bp . .- L dmin = 26.622'in f'c -psi L d if L d` L dmin' dmin' d L d = 26.622'in L d = if L dc 12.in d L d = 26.622•in Length Available; W 2 L pad = W'-sin 60-deg 3 - cc 28.359'in L d = 26.622•in OK!"L pad Width required to insur space for column hook's in pad; 2 d w req W'-sin(60-deg)-3 - 16•d be -2 10.274•ft c W = 11•ft OK!" w req 1104378W.MCD Page 8 6/8/94 11:36:36 A WbK Summary of Dimension Requirements: Base Depth;D = 6.5'ft Pad Width;W = 11'ft Pier Dia. d = 2.5'ft Pad Thickness;T = 2.25'ft Extension Above Grade; E = 6'in Volume W 3(D -- T E) 4•d Volume = 12.674'yd Concrete Strength; f'c = 3500 psi Minimum Yield Strength for Reinforcement; f }, = 60'ksi Reinforcement Distribution: Quantity Pad;m p = 15 s 7 bars both ways. Pier;m e = 9 s 6 bars on a diameter 6" less than the pier. Use #5 circular ties and #5 rebar in along each side. COMPACTION NOTE: ALL FILL SHOULD BE PLACED IN LOOSE LEVEL LIFTS OF NO MORE THAN 12" THICK. FILL MATERIALS SHOULD BE CLEAN AND FREE OF ORGANIC AND FROZEN MATERIALS OR ANY OTHER DELETERIOUS MATERIALS. COMPACT FILL TO 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 1)698. S) NOTES: FOUNDATION MUST BEAR ON THE UNDISTURBED GRAVEL AND BOULDERS IN THE CLAYEY SAND MATRIX. COBBLES AND BOULDERS IN EXCESS OF 6" SHOULD NOT BE USED AS BACKFILL. 110939BW.MCD Page 9 6/8/99 11: 36:38 A con - SY.inc r f SEP 2 9 1994 •tj Co -SycoINDUSTRIALCONSTRUI1 . c 4,- yP.O. BOX 26 25028 HWY. 6 & 24 RIFLE. IryP.O. 303) 625 -2200 FAX NO: (303) 625 -1343 September 26, 1994 Garfield County Building Department 109 8th Street Glenwood Springs, CO 81601 ATTN: Mr. Mark Bean Dear Mr. Bean: As requested by Rex Industries, Inc., we are sending the enclosed information for your inspection. These photographs were taken after a "negligent" inspection done per Rex Industries. If you have any questions, please call. Thank you, Gilbert T. Lee 0 PryinlD fTLRI (I[d 1 5 , 55 ' Tr L Pfl C r_ f1Vy CA! f I P!y E i 1 '.'Lf 7/ SEP 15 '94 11 S5RM AT&T FRY, 9015PF is Iu 7a s, P.2 A ik , QCD , n 1 03 1 1MAIOPAYMEN E VO{CH P O 80% 9609PATES8SONSOFac6 .n g 06NVER. COLORADO 60108 COLOFA00INC Oa„ver ^TJT"+ B0Jl IW - 61 d1 Fu Nv ACGOVNT NO yHIP TO INV010E DA 9092E REX INDUSTRIES IR 2071TIME 19/391/2 8TH P 0 BOX 508 GOLDEN CO 8040 PACE 1 OF 1 Soap TO WILL CALL JS 4'tS . On on RbROER NO REX INDUSTRIES 921 —I/2 8TH N P 0 BOX 508 GOLDEN CO 80402 FACTORY AND OFFICE C.OSEO SAnINDA1S Rw cAl i *JVT 4t.DHTIpN WGrI : K{I 4aVANnr+UNrTt[ 230064 13FT6 SIN NO 4 REBAR GR 60 18 15.00 CF 36.90BENTAT6'X10'X6'X10" RETANGLE 11FT6 6IN NO 4 REBAR GR 60 GO 15.00 CF 34.508006611FTL6INNO6REBARGR60834.04 CF 31.28TOWER 80067 10FT& 6IN NO 7 REBAR CR 60 oU 54. CF 345.43L800654FT64INNO5REBARGR6023.50 CF 24.44BENTAT9D'X1'9'XIO" 280066 7FT6 6IN NO 6 REBAR GR 60 2i 34,00 CF 60.85BENTAT6'6'X1'0" WITH 3" ADIOS 280061 8FT6101N NO 4 REBAR GR 60 I.15.00 CF 15.9024" NCOP8 NITS 1'363,4" 1VERLAP 999`'92 EBAR CUTTING CHARGE 169 10 EA 16.90199993FEARFABRICATIONCHARGErr920EA21.80 VDTOTAL: e E 606.00 TAX 40.68 INO'SCC'UN` A OWA VOICE AMOUNTTEPMS. rOTH OF MONTN 1NCTtOM, NO DISCOUNT ON TAX, iRtWNT MOPLAGOAINTERESTATLEGALRATSatomicAnaMATURITY,11 1 SY 10(1 646.68 UNIT 000(1. 0.100 M•1OJ EA ; EACH FT=EOOT CFT .'UNORED FOOT PP.PAIR ST'SET LB POUNDS 1 17 1G.AINVOICE r—'"I; ;1 SAP 2 9 1994 DICK CASEY CONCRETE CO f 'r P.O. Box 1815 b` C cJ Rifle, Colorado 81650 Phone: 625.3489 • 625 -14(MfC ELD C . M DRIV R • Carbondale,: 963 -0180 M / C TOTAL C.Y Job, No.PQ. N4,.....Date TIME OUT Invoice To _02.L r ARRIVAL AT JOB SITE • Job Location l `DEPART JOB SITE Mailing Address TIME IN OU AItTI ODE PRICE C-MIX AGGREGATE iceur Tyr_ _hw"y_ci AMOUNT 3/8 G i 67 314 LW 1 II Q D 7 1G T -- - I L -.CLASS CONCRETE LOCATION OCONCRETE 3 v In the event of delivery beyond outline, this company will not CITYassumeliabilityfordamagetosidewalk, driveway or other property. Thepurchaser shall In no event accept deliveries of mateirals not I TAX in accord with the agreement of the parties, but such materials shall berefusedbythepurchaserandreturnedtothesellerwithawri;:or, I COUNTY statement of the reason tor the relusal thereof. Otherwise receipt of such '.____ TAX .._.,- _______ materials and the signature of the consignee or the consignee's agent shall preclude any and all claims by purchaser.STATE No cancellation accepted after concrete has been loaded in TAX carrier's truck at our plant.t 1 TIME FOR Invoices Due on 10th of the Month. A FINANCE CHARGE of (MINIMUM LOAD.. 2% per Month, which is an ANNUAL RATE OF 24%, will CHARGE be charged on all accounts nal paid by the following billing date. ' TOTAL COST GALLONS OF WATER ADDED TO MIX ON THE JOB AT THE PURCHASER'S RISK. an-n,ci IIIIIAR..seam rvVOICE i 64 2 If SaDICKCASEYCONCRETE 'T ° — 'Apts P.O, Box 1815 il IIII V.7 , Rifle, Colq a81650Phone: 525-3480; 6 1464 ` - L. ' 19,! E'& Carbondale90180 r o +Y" Job. ND.Po No.k@ , hr ty Ca _ i TOTAL C. CS .Date TIME our j7Invoiceko Location r ARRIVAL AT JOB SITE • JobLocaCs f I DEPARTJOB SITE Mailing Address 7 TIME IN QUANTITY CODE PRICE C-MIX coat np' NWYOL AMOUNT s s'iz_ 2/ LW CI ' it D H. l CLASS CONCRETE CATION''OF"COCiC'RETE - l i In the event of delivery beyond curbllne, thls company wil not ,I assume liability for damage to sidewalk, driveway or other property. I CITY t • The purchaser shall In no event accept deliveries ofmatelrals not II TAX in accord with the agreement of the parties, but such materials shall be — refused by the purchaser and returned Io the seller with a written ' COUNTY st atement of the reason loi the refusal thereof. Otherwise receipt of such TAX l_ materials and the signature of the consignee or the consignee's agent 'l-- shall preclude any and all claims by purchaser.STATE No cancellation accepted after concrete has been loaded In ; TAXcarrierstruckatourplant. TIME FOR Invoices Due on 10th of the Month. A FINANCE CHARGEo1 MINIMUM LOAD 2% per Month, which is an ANNUAL RATE OF 24%, will CHARGE be charged on all accounts not paid by the following billing date, I TOTAL COST GALLONS OF WATER ADDED TO MIX ON THE - -- JOB AT THE PURCHASER'S RISK. - t INVOICE 0 / DICK CASEY CONCRETE C Er 1' • , i_ c - ` ! P.O. Box 1615 I.1 * * . r so.. et IRt-1••.‘ 464Lf L % Rifle, Colorado 81650 Phone: 625- 3489.6 Carbondale,: 963 -0180 I ? ,' 9aly Job. No.PP, No.Date r _ilttED/C TOTAL C.Y. TIME OUTInvoiceTo EIt1. -ARRIVAL AT JOB SITEJobLocationJT. Mailing Address DEPART JOB SITE TIME IN OUANTLi CODE PRICEvJ;C-MIX AGGREGATE cur Pik HNT AMOUNTJ /5 T . SVa...3/8 s — k' e ix4 W ir. - - 1 _ I D I CLASS:; CONCRETE LOCATION OF CONCRETE • • rb j 1 • 1 i In the evens of delivery beyond curbline, this company will notassumeliabilityfordamagetosidewalk, driveway or other property.CITY The purchasershall In no event accept deliveries of mateirals not TAX in accord with the agreement of the parties, but such materials shall be HrefusedbythepurchaserandreturnedtothesellerwithawrittenCOUNTY statement of the reason for the refusal thereof. Otherwise receipt or such TAX materials and the signature of the consignee or the consignee's agentshallprecludeanyandallclaimsbypurchaser.STATENocancellationacceptedatterconcretehasbeenloadedIncarrierstruckalourplant.TAX TIME FOR Invoices Dueon loth of the Month. A FINANCE CHARGE of MINIMUM LOAD 2% per Month, which is an ANNUAL RATE OF 24%, will _._ CHARGE be charged on all accounts not paid by the following billing date, TOTAL COST —' GALLONS OF WATER ADDED TO MiX ON THE lJOBATTHEPURCHASER'S RISK.r '' ? - 7 - -- I. 1647 INVOICE j,5.6-.E DICK CASEY CONCRETE CO.I.or .,oED[ g XNO P.O. Box 1815 c'1 JLI Rifle, Colorado 91650 Phone: 625 -3489 • 62 1 - °-` ` YL1;; Y3 7 TA4.C.Y.7 `JDD. NU.BO. IVO D•TIME OUTl1 Invoice TO i ARRIVAL AT JOB SITH 111 ;_ Job Location t y DEPART JOB SITE Mailing Address TIME IN QUANTITY CODE PRICE 5C-MIX s* ci Jv AGGREGATE c ewr c AMOUNT 5 5' /s 3/0 6 LW IfI: D 7 Na I i CLASS CONCRETE LOCATION OF CONCRETE j In the event of delivery beyond curbllne, this company will not assume liabl lily for damage to sidewalk, driveway or other property.CITY The purchaser shall In no event accept del Ivories of mateirals not TAX In accord with the agreement of the parties, but such materials shall be refused by the purchaser and returned to the seller with a written COUNTY statement of the reason for the refusal Thereof, Otherwise receipt of such TAX materials and the signature of the consignee or the consignee's agent shall preclude any and all claims by purchaser.STATE No cancellation accepted after concrete has been loaded in TAX oarrloes truck al our plant. TIM& FOR 1 Invoices Due on 10th of the Month, A FINANCE CHARGE of MINIMUM LOAD2% per Month, which is an ANNUAL RATE OF 24 %, will OI „RGE be charged on all accounts not paid by the following billing date. I TOTAL COST, GALLONS OF WATER ADDED TO MIX ON THE I JOB AT THE PURCHASERS RISK. I t rte t,,err' 4.- - , J r G i a eel 41xit r r- r v 1- -7- - 111 r I ' 1-1 1 I.. ti a .s II v 7‘ to a Z s . ..r.sa. is. a ai vkr to Ike w 1i %iii ur VIWINv r l1 I I i fi}Opt °Hi t kW,'' k .ii µ. ms etl 6 y yA`J I •Y • ._ y T if • 1 P T1SiAT 1•'.41::- 4181. 1-1H.,"",,x,L,e' iiiikrcl , k J,4 41 , 14 -4 , ' es. ' • • . L n* ' 1 ! f4 7.)..", •,3k rE 4-' a•----- I 1 ,4 le 4' , I 1 •••, E 4Ira i,. Ali'i • tr • l•14 4 . 1,, ,......,,, , . c I,. "....,4* t . 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