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Home My WebLink AboutApplication- PermitNa, 6580 GARHELD C LINTY BUILDING, S4A TAT IONaadPLAAVI UMGDEPARTIOUVT 109 8th Street Smte 303 Glenwood Springs, Colorado 81601 (303)945-8212 JobAddreas Shotgun Street, Lot 15, Block 8, Rifle Village South, Rifle Nature of Work B%Aiding Permit Use ofBui[ding Manu. Home on Foundation ,u=Bob Mozingo & Ginger Gage Contractor Owners Amount ,f Permit $ 467.71 Permit: 162.25 Plan : 105.46 Set Up Fee : 200.00 Paid $105.46 11/10/97 Date December 312_ 1997 5. Archuleta Clerk Feb -28-97 05:0.Stel la Archuleta 970-945-7785 BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. �1-6 PARCEUSCHED NO, P.01 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND IJSE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST, GaAorm.003 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE jINITIAL 1 .los AaoRess 0, #1, S h*t-LA F I S• 'Wt. 1 LEGAL OESCR LOT NO 15 BLOCK 8 SUBDIVISION Rifle Village South, First Filing Amended awNER Bob Mozingo/Ginger Gage ADDRESS New Castle, CO Ph 984-3586 WK. PH ,,,,la,,-. 4s� o 3 CONTRACTOR ADDRESS PH LICENSE NO 4 ARCHITECT OR DESIGNER ADDRESS PH, LICENSE NO 5 ENGINEER Charles Robinson ADDRESS Ft. Collins, CO PH 493-0178 LVCENSENo. 6 S.F OF BUILDING 1530 SFCF Lot 7440 HEIGHT 12' NO. OFFLOORS USE OF BUILDING Single Family Dwelling 9 CUSS OF WORK' N NEW o ADDITION o ALTERATION ❑ REPAIR o MOVE c REMOVE 9 CESCRIIIIWORKConstruct foundation and place modular unit. 10 GARAGE SINGLE DOUBLE CARPORT S4GLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT. SVTE PLAN f 11 VAIWPICS OF WORK 1 ADJUSTED VAL S PLAN CHECK FEE % S t' J PERMIT FEE, f 4,g I n/ SPECIAL CONDITIONS /6-30 fp y,6, p___() T 2 / n d e ! 7 [I SCHOOL IMPACT FEEL NO CF BUILDINGS ON PARCEL USE CF BUILDINGS NOW CN PARCEL �///may TOTAL�➢Ea 47, 7 ( Occ GR 3 CONST TYPE // NOTICE SEPARATE PERMITS ARE REQUIRED FCR ELECTRICAL PLUMBING HEATING, VENTILATING OR AIR CONDITIONING THIS PERMkT BECOMES NULL AND VOID IF WORK OR CCNSTRuCTION AUTHORIZED 15 NOT COMMENCED WITHIN lea DAYS OR IF CONSTRUCTION OR WORK '5 SUSPENDED OR ABANDONED FOR A PERIOD OF ISO DAYS AT ANY TIME AFTER WORK A5 COMMENCED HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION :,ND KNOW THE SAME To € TRUE AND CORRECT ALL, PROVISIONS OF LAWS ANC ORDINANCES GOVERNING TI -IIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE CR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGr CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCT10 last.} is-ai-97 WATER SUPPLY DATE PERMIT ISSUED X1-31-9'7 SPE.CxFrrKovAls RECOPIED REc[IVEO NOT ReculRsp ZONING HEALTH DEPT FIRE DEPT SOIL REPORT SETBACKS FLoaD.HAZAao Signature of • err ntractpr or alma ager cuing res Inde ooe nonce apvar � GG.. e 1 cat ��i.; / _ ^y ` {'/ik MANUF HOME IIIIIIIIIII a, Building Department Approwa % ! PSanning ORpartm,nt Approval/datei{s 'lyr OTHER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND IJSE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST, GaAorm.003 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE jINITIAL 1 0 11 RECEIPT Date Received From Addr- s 619_91___ No. 8288 ACCOUNT AMT, OF ACCOUNT AMT, PAID • HOW PAID CAH CHEC!( MONEY ORDER J' i_sif 0 400 -/ 70k 0 0 - r il0c, ,7. I 7/ GARFIELD COUNTY Building and Planning February 6, 1998 Mr. Bob Mozingo 5033 County Road 335 Space 119 New Castle, Co 81647 Dear Mr. Mozingo, With regard to the "Stop Work" order placed on your property and my letter of January 28, 1998, requiring that engineered corrections be made. We have received a copy of Earth Engineers amended foundation plan and a letter from Chris Steven Russel specifying corrections that are to be made. Copies of those are attached for your convenience. You may now remove the "Stop Work" order from your property and proceed with the corrective work as specified by Mr. Russel. It is required that we be called to inspect the work after the excavation is done and the rebar is placed, before concrete is poured. We will also require a written report from Mr. Russel that the work has been done to his satisfaction. Thank you for your cooperation. Sincerely, '4eE' gtete-Fitf Steve Hackett Codes Enforcement 109 8th Street, Suite 303 945-8212/285-7972 Glenwood Springs, Colorado 81601 • rHU 10:44 AM CHRIS STEVEN RUSSELL Engineers February 5, 1998 9792432651 P.01 2956 North Ave. 81b P.O. Bax 41049 Grand !a, CO 81504 970 - 243 - 2681 To: Garfield County Bldg Dept. For: Mr. Steve Hackett c/o Mr. Don Owens From: Chris Steven Russell, PE RE: Mozmgo, "Stop Work" Order - 0005 Shotgun St., Rifle Village South Please find faxed a revised plan for the Amended Foundation Plan for 0005 Shotgun. The contractor should be aware of this change. Should you have any questions please do not hesitate to call this office. Sincerely, Chris Steven Russell Colorado Professional Geologist and Engineer cc: L. Sites - Capital Housing d; l4klt` f10-401— 11 No—V. 335—X THU 10:44 AM CHRIS STEVEN RUSSELL 97024326$1 P_02 DAM trilta'41 a Krathl 41ii lap%Ng 0-004 al g � s 5-9 :il ..c.LT, pia.- ---r 7,v.v n O,D— m -Tn 2\b.0a,C 1NRixo Appa,•O.'aS aLIO, �2 aw h U n'3 in Q A'"�ooap' --vm�.tn o_ _. o0,u� l'�3m'�'30 7 '� ,..7 p q 1.0E. d- g. 03 '3oroo3o", a c v a o 0 0 n" ' o ';'WE. 'i 0 a 1-0 .m- n N 7 n 0 ? 0.a.o0 c o0 Q N Fp ] , In = L c O ie > ooh 3 0rNi CTI CD �5. Q C xi oro C'ua '5 ' �ct) 07 n (1)LO I co` 3n o uDId uoqDpuno- s,a)uoj uogqu 6ui} Ig B a e 1 Jaicapua 0. 0 0 x0 mS 0 O 0 0 5z 5o X 9 • u n 0 0 0 ;i s I A THU 16:45 AM CHRIS STEVEN RUSSELL 9762432691 P.63 C,7cs ' --z-oV 1 a ' eer y Z -.6 p. /dri4i6. ,r. 1 C ems. A) le 1 NE,o "VA-% Leer::J re. ("nett- G PAP ek<. "• �,c, -304,4‹vr'c a �- . �,•� c. w s� O 1.. .. '>.L ...e w....�, _ �. L., _ i-. . , ' 1 tj �4J5 . [ e(S V\ok_ Avd.ios.e , inti �+ C tAxedt p(o�-rte s %v c. as. ..: s c L c.- o Z e brrr.Ati5 C 0 y. e - 4r., o Vlas- es�-- `` I nn 0 b01% 44.%ey CAN�i .4 CA. k 2. pt(' 'aCAcd..41 y mil. Vi.f! a�,t t ✓ �'-tom +. %A.4 � C-Q1_C �.r►�� 5 Q, 5-.- c-tA, C4 JL Ccs, `i 04 *114. t (. L):+.e4 J v(tni1.4. c7L m Feb -28-97 05:OSP Stella Archuleta 970-945-7785 P-02 The following items are required by Garfield County for a final inspection: 1 A final Electrical inspection from the Colorado State Electrical Inspector, 2 Permanent address assigned by Garfield County Building Department posted where readily visible from access road, 3 A finished roof a lockable house. complete exterior siding. exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water_ ron-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing: 4 A complete bathroom, with wasp, boy». tub or shower. toilet stool, hot and cola running water, non-absorbent Floors and walls finished and a privacy door; .3 .Ali steps outside or inside over three (3) steps must have handrails, ward rails or balconies or decks over 30" high constructed to all 1594 LBC requirements, o Outside grading done to where water wi1' detour away from the nuilding, 7 Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i e weather. but a Certificate of Occupancy will not he issued until all the required ;terns are oompieted and a 'final inspection made A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL. ALL THE ABOVE ITEMS HAVE BEEN COMPLETED, ****Cannot occupy or use dwelling •anti] a Certificate of Occupanc!, (C 0 is issued Occupancy or use at -dwelling Aithout a C 0 wi]] be considered an illegal occupare, and ;fru . be Larounds for \ acatinVL premises until above conditions are met 1 understand and agree to abide by the above conditions for occupancy., use and the issuance of a Certificate of Occupancy for the dwelling under building permit T s d Date Feb -28-97 05:08P Stella Archuleta 970-945-7785 P.03 (iA !",Z, 1211z1,1) () N1. I :1)1:11 LNG [ \LI q7u-945-821 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION E\\ CC.r\STRLCTIC)N: NiANI LFACTURED ADDITION .ALTE--.RATIONS and MOVD RI .11 Ln orce c LinderstInLi the scope :::4 ;:fle vs 01-'!-; LinJr3 e\petilte the Lssuance of a pern-ni it is impani (hat orrip.iete nforrnation •j1 flre\f 1TZ e pi (2;\ b7cicecs a 7 : CliSC0'.ery that required infort-narion n.r 'en tne !ray t-,,,t's1.1ir in the dela\ f the perrnit issuance and 1F. '1/2\ 11."17 T;e7or con:ractor may be requird 10 pt-ovide information befo7-r±irpia.7 "iThis iuss delaVs becausz_' other -,:).lains that 3e n hne the new inforniation ;nay he 7e\ -1;.'.\\d aFter the De:Ta:-nnent Please review this document to determine if you have enouoh information to desizn your project and provide adequate information to facilitate a plan revies. If vou do not, it nia' be helpful to obtain a book titled "Dwelling Construction under the Uniform Buildin2 Code". This book is available to )ou through this department at our cost. -klso. please consider using a design professional for assistance in your desion and a construction professional for construction of our project. To provide for a more understandable pian in order to determine compliance with the buildina, plumbing and mechanical codes. applicants are requested to review the follov,•in check list prior to and daring design. .Applicants are require to indicate approoratelv and o submit the completed check liST at time of application far a pennit. For the placement of a manufactured home, questions numbers 1-4tend 19-2S are the only questions that need to be addressed: Feb -28-97 05:09P Stella Archuleta 970-945-7785 P.04 1 1s a siLe :);ar 'ncluded that indlcalts t»c dis:anc:s ot't}., Hes. c1:h (iti111jit:LS, :[ anti �Jt;llt\ Cay, 11Cn: Yes Does include the location of 1 S r L ;'l2 site pian ]nc u., D ' Jnd>o lt7': 41 j .1;._:r ):;;,. z:ii \ sten- iani ' the d;s:antes to prope.r‘ lines_ \',t s on sub.iect groper,\ and adiac'n' "r: per es slr.eParris or ses' Dees :!:e sit D.a.nn ;ndicaie :he .in;::.; xc: c -. _>i :l - L (+'1 P". r _ " I access ni' the 4 De :he pia.-: inci:`o'. :de a .:-rdat;on pian: di,:at:nti. the _;ze :ocatic7. a a^_ cfal' re,nfclrcirit_ s:."e: inrcance zne uniform ;ode o Der. s:_r pe e -i nae, ed design" Yes Do the plans indicate the location and size of ventilation openi%s for under tinor cr.awl spaces and the clearances required between wood and earth" \ 'es 6 Do the plans indicate the size and location of ventilation openings for :rie 3ttic. mof foist spaces and soffits? Yes Do the plans include design loads as required under rhe Uniform B;:ildinv Code for roof snow loads. (a minimum of 40 pounds per square foot in Garfield County). floor loads and wind Toads' Yes 8 Does the plan include a building section drawinir indicatinii foundation. wall. floor and roof construction' Yes 9 Does the building section drawing include size and spacinw of floor joists, ail studs, ceiling joists, roof -rafters or joists or trusses'' Yes 10 Does the building section drawing or other detail include the method of positive connection of all columns and beams'' Yes Feb -28-97 05:1OP Stella Archuleta 11 970-945-7785 P-05 Does the plan indicate the hei_uht of the building or proposed addition from the highest point of the building or addition measured at mid span between the rid<<e and the eave down to existing grade contours`' Yes s 12 Does the plan include any stove or zero clearance fireplace planned for installation inciudini; make and model and Colorado Phase I1 certifications or phase II EPA certification' Yes No 13 Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapters'''' Yes No 14, Does the plan include a window schedule or other verification that egress. rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code' Yes No 15 Does the pian include a window schedule or other , eri;ication that windows provide natura? li:�ht and ventilation for all habitable rooms' Yes No 16 Do the plans indicate the location of glazing subject to human impact such as Q..lass doors. Ltiazing immediately adjacent to such doors. glazing adjacent :o any surface normally used as a walking surface, sliding glass doors. fixed glass panels. shower doors and tub enclosures and specify safety glazing for these areas' Yes No 17 Is the location of all natural and liquid petroleum gas furnaces, boiers and water heaters indicated on the pian' Yes No I S Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission fro the association. if required by that association_ prior to submitting. an application for a building permit/ Yes Yes `o 19 Will thie the only residential structure on the parcel? Yes • No If no -Explain 20 Have two 2.) complete sets of construction drawings been submitted with the application`' Yesf/ Feb -28-97 05:1.1p Stella Archuleta 970-945-7785 P.06 21 is this an "plication for the placement of a manufactured home' Yes No If yes. have you specified the size of the unit (min 20ft x 20ft). live roof load (min 4Og.). wind design (min nd speed of SO mph & 15 lb. wind load). foundation design. method of anchoring') Yes Have you desi'ned or had this plan desilined while considering building* and other construction code re uir encs" Yes No 23 Does the pian :accurately indicate what you intend to construct and what will receive a final inspection the Garfield County Butidtns Department`' Yes No 24 Do you enders d that approval for des= and or construction changes are required p.rior to the applicatio these changes' Yes No 25 Do you understand that the Building Department will collect a "Plan Re% iew" fee From you at the time of -application and that you will be required to pad the "Permit Fee" as ueli as any "School Impact" or ptic System" fees required. at the time you pick up Your building permir' Yes No 26 Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Sprints to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before: afternoon inspections must be called in by =:00 p.m_ the day before. Failure to !iy twenty four (24) hour notice for inspections will delay your inspection one (I) day? . Yes No ,"7 .are you aware that you are required to call for all inspections required under the Uniform Building Code inducing approval on a final inspection prior to receiving a Certificate of Occupancy and occupanc of the building' Yes No 28 Are you aware that the person sisrnins•t the Permit Application. whether the "Owner", ",gent of the Owner".;"General Contractor". "Contractor" or otherwise. is the parry responsible for the project co plying with the Uniform Building Code° Yes No -1 Feb -28-97 05:12P Stella Archuleta 970-945-7785 P.07 I hereby acknowledge that I have read. understand and answered these questions to the best of my abUit". . 11,P47 signature Phone 37 -`s7/6 - date (days). Y70- 2215— 6'5-60 evenings ) Project Name %ili - Project Address Nuteti If you Katie aas.o.erud "No" on ani of the que5uon.:. you nsa: requtn d to provide this Information a; ih r qi):2:t of hie i3itlielin Otlii.:ial prior to beetitnulc the plan re\ ley% proce,: Lk lati . m issoint tine permit arc to be . \ne.leJ \\'orL ma% i of t)ruc �L without the i,.:uanec Dia perm.tt If it is deiermmed b\ the Building (AIL ai that addi ini l Inlorrsatum I, ne e..ar. lo rc' lekk the appivauon and plans to deternune nunlmuru . ot7lpl.anr':: 1'.ith the adopted LhL i1t7p11 aii,,i1 nin). he pla,:ei: ',Ln,IIJ mores rectal applicauonti for building per iLs in the review pro and Dot To 1t ,%ed unlsl required 1niorrnation has Keen pros. IJed and the appb. auua rotates again to first pO.toa for revle«. dela) to Issuano: of to pc2;Ti11l or dela\ nro.eetim2 %\iLh t.)?laru Lion PerApp02 95 Crlectiv e ,Aur,,s/ SEF -88-97 MON 83:59 PM CHRIS STEVEN RUSSELL 9702432681 Ecvrtk Skg September 8, 1997 Oto a utitul1t7.vestig`ation Rifle Village South Subdivision Lots 11 through 15, Block 8 Garfield County, Colorado Prepared For; Mr. Laurence R. Bradley 1316 .Arabian Ave. Rifle, CO 81650 2923 North Ave, #5 Grand Jct., CO 81504 970 - 243- 2681 ntroduction A geotechnical investigation was made on Lots 11 through 15 of Block 8, in Rifle Village South Subdivision located in Garfield County, Colorado in September 1997. The site showed to be flanked (a) to the East by a deep cut narrow arroyo, (b) to the North by a sharp embankment falling rapidly to a small lake located on the southside of the Colorado River Bottom, (c) to the South by undeveloped lots of the same soil composition, and finally (d) to the West by a small arroyo that has been filled by pitrun type material. The primary geotechnical consideration in these lots is erosion. The. erosion is taking place both on the surface and the subsurface (piping). The erosion noted was both historic and recent. The recant erosion was developed by runoff flowing through and over incomplete compaction of native soil and fill. The. most significant of this erosion has occurred over filled historic drainage patterns. Piping has occurred in these filled historic drainage patterns. Recommendations : Overall Site The current erosion problem may be solved by compaction, addition of engineered fill, and prudent drainage. It is difficult to ascertain where the problematic areas are due to prior coverage with fill. Piping is currently evident near and in the filled arroyo to the West, near the arroyo to the East, and near the filled areas adjacent the steep slope located at the north side of the site. Due to this prior filling, it is recommended that: 1) The entire site be tilled/ripped to 18" below groundlevel and mixed with an engineered "cohesive" fill. The tilling/ripping in place will allow for more complete mixing of the fill material with the native soil. 2) Once mixing is complete, the mixture should be pushed aside and the native soil should be compacted to 95% of the maximum dry density (ASTM D-698) in place by a dozer pulled sheeps foot and water truck. This will require the addition of water. The sheeps foot should develop at least 2000 psf. This will allow for deep penetration and will reveal problem areas of subsurface piping. Areas where piping is evident should be cut below the lowest point of piping, and filled and compacted with the "cohesive" engineered fill. 3) Once compaction of the native soil is complete, the mixture of native soil and fillshallbe reintroduced and compacted to 95% of ASTM 0-698 maximum dry density by a dozer pulled sheeps foot and water truck. SEP -08-97 MON 04:01 PM CHRIS STEVEN RUSSELL 970432681 P.01 4) The mixture should be covered with a final layer of 6" of engineered cohesive fill. This fill shall be compacted to 95% of the ASTM D-698 maximum dry density by flat roller type compactor. A final grade of 1% - 2% sloping towards Shotgun Street is recommended. It is recommended that a geotechnical engineering firm monitor compaction, fill mixture requirements, and determine the level of excavation/compaction needed. It appears that most runoff in this immediate area will exit by rnean.s of the filled covered arroyo to the west of the site. Should this be the case, it is further recommended that this filled arroyo to the west of the site be excavated and a culvert be installed or a heavily lined ditch be constructed along that length. The area has shown to be susceptible to piping. The culvert or ditch should be sized according to Garfield County storm event specifications. The arroyo to the East will erode as time transpires, but does not currently impact any proposed building as defined by the building envelopes. All buildings should be Located at least 25 feet from any embankment. Residential Foundations Residential foundations should be engineered to prevent piping from occurring under and adjacent to the footer arca. This may be accomplished by the introducing engineered "cohesive" fill into the footer area and compacting that fill to at least 100% of .ASTM D-698. The back.fi`ll should also be cohesive and compacted to at least 95% of ASTM D-698. It is recommended that a footer - stemwall foundation be utilized whereby a minimum span of 12 feet is used in design. An allowable bearing pressure of 1000 psf may be used given prudent drainage techniques are utilized. Any questions concerning geotechnical aspects of foundation design should be forwarded to this office. An operihole inspection should be carried out on each foundation excavation to ascertain compaction and soil type. Prior Studies Two Hepworth-Pawlak soil reports, concerning the adjacent area, indicate that the site soil is a sandy silt which is susceptible to hydrocomptession (piping) and surface erosion under low velocities. The soil exhibits an allowable bearing pressures near 1000 psf. The reports further indicate that structural fill should be at least compacted to 95% of ASTM D-698. Testing Bores One 4" diameter auger bore was drilled to approximately 10' below ground surface within the building envelope of each of the five lots. The borings showed the that the soil within the lots are homogenous within this interval.. Typically 6" of fill material was encountered followed by 9' of native soil. The native soil was a sandy clayey silt (ASTM "CL") that was slightly more sandy at the top 3' than below that point. Groundwater No groundwater was encountered in any of the boreholes. The soil showed to be slightly but increasingly moist through the bored interval. SEP -08-97 MON 04:03 PM CHRIS STEVEN RUSSELL 9702432661 P.01 Classification The native soil is classified as ASTM "CL". A representative sample tested a Plastic Limit of 15 and Liquid Limit of 28 giving a 13 Plastic index. Sieve tests showed that greater than 50% of the samples passed the 200 sieve. Soil Bearing Tests and Foundation Allowable Bearing Capacity The native soil showed a linear relationship between allowable bearing capacity and moisture content from 15% to 26% moisture content_ The allowable bearing pressure at 22% moisture content was tested at 1000 psf , The engineer may design for 1000 psf bearing pressure given a prudent drainage design and good compaction. Native moisture contents measured at nearly 10% at the surface. Proctor Tests:ASTM D-698 The native "CL" type soil tested a maximum dry density of nearly 115 pcf at 13% moisture content. The fill material tested a maximum dry density of nearly 125 pcf at 10% moisture content. The study showed that the surface soils on these lots were a sandy clayey silt covered by 2" - 8" of pitrun type material.. Nuclear density tests measured the compaction of this pitrun, throughout the site, at 80% - 95% of the maximum dry density (ASTM D-698). The underlying and uncovered native soil measured at nearly 80% of the maximum dry density (ASTM D-698). Nuclear Density Tests Nuclear Density tests were taken in the surface fill at each lot to ascertain the percentage of compaction developed. These tests are noted as follows: Lot 11: Dry Density: 109.8 Moisture Content: 3.7 OA Maximum Lot 12: Dry Density: 110.7 Moisture Content: 2.7 % Maximum Lot 13: Dry Density: 116.2 Moisture Content: 4.3 % Maximum Lot 14: Dry Density: 101.5 Moisture Content: 3.8 % Maximum Lot 15: Dry Density: 106.7 Moisture Content: 5.9 % Maximum 88% 89% 93% 81% 85% SEP --08-97 MON 04:04 PM CHRIS STEVEN RUSSELL Native Soil - 6" - 12" below ground level Lot 13: Dry Density: 95.9 Moisture Content: 9.7 % Maximum 85% Offsite - north and center of Lot 13 in native soil Dry Density: 93.3 Moisture Content: 1.8 % Maximum 83% 9702432681 P.02 Density testing confirms that soil should be further compacted to protect the property from erosive behavior. Compression Tests The native soil shows nearly 0.5% compression at 0.5 tsf - dry and 2.5% compression at 0.5 tsf wet. 5% compression is typically noted on wet samples at 2.5 tsf. It has been a pleasure working with you and Jerry Bauer. Should there be any questions concerning this report please do not hestitate to call this office. Respectfully, 0 Chris Steven Russe ER -08-97 MON 134 :04 PM CHI3IS STEVEN RUSSELL '" •4) -•!:•••••m :04,"•• • t• • „ . • Ar7;..' • 9702-4.32681 R.OS .4,7) .,•:- 0 .F., 0 f..0'..;• C . C 0 L 1. 4.1. ij • :• ' • :• : ' SEP -0S-97 MGN 04:05 PM CHRIS STEVEN RUSSELL 0 fl v D 0 4-4 s- 0 v n 0 0 0 0 U 0 en0 0 v 0 w op Of I El N Chi? 0 0 r 0 0 r - J w al arroyo 970432651 P.04 arroyo — filled Shotgun Street Y ‘_ 0 J r 1_ _ .._ ________44_, - ° r- i 1 t:.1 IL _ A 1 - r� r --1 L _ -----. , _1 1 1 f• arroyo — filled Shotgun Street oYerrp C�auer Registered Land Surveyor No. 9009 men 0 2 1997 November 21, 1997 Garfield County Building and Planning Dept. 109 8th Street, Suite 303 Glenwood Springs, CO. 81601 Mr. Eric McCafferty Dear Eric, In accordance with Larry Bradley's request, I have determined the finish floor elevations for Lot 15 of Block 8, according to the Amended Final Plat of a portion of Block 8 of the Rifle Village South Subdivision. I observed the elevation of the centerline of Shotgun Street at the mid -point of the lot and added two feet, as recommended by the drainage report. All elevations stated are relative to an elevation of 5326.60 on the rebar and cap at the NE corner of Lot 8 in Block 8. Lot 15 minimum finish floor elevation 5330.07 I hereby certify that I personally observed this elevation and that the same is true and correct to the best of my knowledge ability. erry :aue P.L.S. #90 0 1854 County Road 293 • Rifle, Colorado 81650 • (970) 625-1872 MAR-13-9B F AM STEVEN RUSSELL Earth ,Engineers 9702432681 P.02 March 13, 1998 To: Garfield County Bldg Dept. For: Mr. Don Owens From: Chris Steven Russell, PE RE: Mozingo, Foundation Inspection - 0005 Shotgun St,, Rifle Village South 2956 North Ave, Olb F.O. Box 41049 Grand Jc., CO 81504 970 - 243 - 2681 1 have inspected the footing placement at the referenced location and found that the work is adequate_ l found that (4) 28" x 8" concrete ribbon footers were in place with (9) 16k lbs piers in place per ribbon. This quantity of concrete and piers should give adequate support of the manufactured house set, Sincerely, Chris Steven Russell Colorado Professional Geol cc: L. Sites - Capital Housing ZO'd 27:8 86, 21 JpW January 23, 1998 Mr. Bob Mozingo CIO Mr. Larry Bradley 2347 County Road 306 Parachute, Co 81635 Dear Mr. Mozingo, GARFIELD COUNTY Building and Planning ?/ 02,3 g"O This is to advise you that a "Stop Work" order was placed on the modular home on your property at 0005 Shotgun Street, Rifle Village South, on Garfield County Building Permit #6580. No further work may be accomplished on this permit until drawings showing a satisfactory foundation system under the modular jacks, certified by a Colorado Licensed Engineer, have been receive by this office. Please be advised that the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Section 30-28-124 of the Colorado Revised Statutes, as amended, provide that it is unlawful to use any building, structure, or land in violation of any county zoning resolution duly adopted by the Board of County Commissioners. Any person, firm, or corporation found to have violated such zoning resolutions is guilty of a misdemeanor and, upon conviction, can be punished by a fine of not more than $100.00 or by imprisonment in the County Jail for 10 days, or by both fine and imprisonment. Each day can be considered a separate violation. The County also has civil legal remedies available to it, including the initiation of legal proceedings to obtain injunction or abatement of any unlawful use of land in violation of the County Zoning Resolution Sincerely, eCC Steve Hackett Codes Enforcement CC: Don Owens, Building Official 109 8th Street, Suite 303 945-82121285-7972 Glenwood Springs, Colorado 81601 THU 10:44 AM CHRIS STEVEN RUSSELL ��14516Y�1 1 -awca ihaggrk dbi tlrati! ag91 e 12. s a a S.9°"20 I•3 P -co sp 8.4-t c V � „-aVn7:ag.1'°gt",oti Ca @ i'' Taw V+ -',m. j C @ =rn0nlf-N3OCx,^ c',O:TGC1N@79C' . Q % 3 47 a A cle.. N j°32inm 1A �o'f'30 x•.3'2' x.7 0-5-..0C-- z3� _3.3- p�@ K rn m 3 03° �N �'Q '. do o 0- o 0 0 a 9 _0 fU N Cr a0 @ 3 7'1(.. s °, g 4 ':' o.6 k O V V 0 m O m f 7 upid uo opuno. E LO 1 n zo rn Ln Co_ Japcop pua 23 0 f0 M 0 IW 6 1 a I i w 1 Ig I. a 1 g 11 1. /41 11 1� 1 1 f 1 1 Japcop pua 23 0 f0 M 0 IW 6 1 a THU 10:45 RM CHRIS STEVEN RUSSELL act's ate. 1"-t-11:1 ( L kO .. Ica. 40 9702432681 P.03 r - a. Ff.- `bLe_ F-Lekers 4N LM Se 0 ili YY`b1 S•Ii.4.'1C w1tCr- t% l_ 42 di[1 i CdNeVisI-N-4.. 0 Ads. . t" leciSC v/ .e• oEn °' X c( 10-1, S ltiv c � .��. �% 7 uL ' e -k% + C � r. GrC4t 1 c eJs ' t. t V64.%..4 et Sp —IL O bar“:41.;14.1 C? `141. k pec.te ymac .. ti.ei_st ' f -s• (.4 COVLC C.rnf S e:/k-.03 4- '14 Co ESN oats •AA_a4,....3 cry N0k -- yoL.16.X" ��41 eary rJt' ` �-�e. C Ulc.e5 0.1 GARFIELD COUNTY Building and Planning February 6, 1998 Mr. Bob Mozingo 5033 County Road 335 Space 119 New Castle, Co 81647 Dear Mr. Mozingo, With regard to the "Stop Work" order placed on your property and my letter of January 28, 1998, requiring that engineered corrections be made. We have received a copy of Earth Engineers amended foundation plan and a letter from Chris Steven Russel specifying corrections that are to be made. Copies of those are attached for your convenience. You may now remove the "Stop Work" order from your property and proceed with the corrective work as specified by Mr. Russel. It is required that we be called to inspect the work after the excavation is done and the rebar is placed, before concrete is poured. We will also require a written report from Mr. Russel that the work has been done to his satisfaction. Thank you for your cooperation. Sincerely, ae- qtaelid Steve Hackett Codes Enforcement 109 8th Street, Suite 303 945-8212/285-7972 Glenwood Springs, Colorado 81601 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GAFIELD COUNTY, COLORADO Date Issuedl. 12./..Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspectpr and IMMEDIATELY BECOME N 1 AND \ O1D Ale; Use Add eg Desc ' t' i s I~ Qwner b ZOFAI Setbacks Front Side Contractor OW 4114_, _, Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection, INSPECTION RECORD Footing i - S --__.4:7 y;,�� Foundation f _ r-; i U:1 ? ;: f�e , Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) 5 -1 -914. ---- `' .-rGas Gas Piping Final 3 _ f 6 q.17 A a-itia Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes:/(- Fwrrrrc s R E- rksrec Cor c3Y R 0.N0 Aria C . S, rI V S Ccc PE ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. 9/5-9 THIS PERMIT 1S NOT TRANSFERABLE Phone 945-81142 109 8th Street County Courthouse Glenwood Springs, Colorado. APP 0 EDDO NOT DESTROY THIS CARD By t IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC PLOT PLAN Lot 15, Block 8 of the Rifle Village South Subdivision C 66.00' Lot 14 7920 sq. ft. ^T 66.00' Amended) 25' (3' Tivoli - 66.00'. Lot 15 7440 sq. ft. «oz4 zE'aooN Shotgun Street Sewer, water, power, phoneand gas lines exist along the front of the tot. Connection wilt be made to these utilities to serve the moalutar unit, Prepared by JERRY BAUER 1854 CO, ROAD 2g3 RIFLE, CO 81.650 303-625-I8'12 Scale 1"= 20' N89%! 5 11 <<oz, zSv0o11I Prepared for Bob Mozingo Ginger Gage Lot 15, Block 8 Rine .a.eillage South Sub. September 16, 1997 File: Bradley/Iotl5pp 01-06-1997 17:49 JOKE tears =.•1007 Frcx ,gpltal Oelea105 2466 W SAM • . tend 0anstise, CO 4190s 16168822480 lar Divjaiest P. 0. gra 354—+ Rrik► 111111 Bd. 4 310. 61114115 FUQUA HeriE8 'Oestid i Fins■ea11 safteleas ' "'. • ' • P. , Ai 011140.1700 • BTOCK m ICU RETAIL CUSTOMER ZQ'o . 1 (199 TERMS:NET RECEIPT mu 10 n+.NOW 10.00wwwImn100,111,041$1101 uHT&MbMnui OA WILL. 01040080 oce r. FIwAMgEb eVFf 1 services • oOMMITMENT NQ' • 21170".400024 moRA! NQ 1074 10241:t!' PC9070ens• genu: 2G6 014":6102517*96 i&MO Actual !loot O1sa _ 5764+ ie 6if 2 Mkt OPtIONALFEATURES 25 'tf 1,45 !69 111 114 1e4 '.4 )12 117 1301M. Wilt • 40 oal 4.s MIK ✓ Door40. 11 M o W odors r Load )/ J� 042 Moor. ` . 1 .1, •PLANT ,DEALER 1e' FY Dishwasher. Disposal • • Artesia Sosksplesh Gorham Cly Oleo Carpet (3) Tool 4 Tsars holders D roner Ilene D on Option Wren, srltcI and cut hole'for e*aporetlne cooler •.0 . ;Nip 10066 024 • 07-i4s;1997 10:06 r 11/411.=•J w _ F 1616E622460 41 it --1~ 0 744 4 O FUQUA HOMES X7,,4' REAR P.03 END 9• B2 I/ HITCH END 82 1/2 1 r 07-14.-1997 09:45 18166822400 FUQUA HOMES P.02 1 3 5 r 166.1!IIMM=01 g H A 4460 .1 107-141'1997 09:45 16168622460 r i yN 4 1 1 1 k g z Z Z ;CM 4444" ¢4522 FUQUA HOMES P.03 07-14-1897 08146 1 L 40""'"'1"tb i 11 t)( 16i86E22460 FUQUA HOMES D • P.04 r p 2 'kp 4 tiiii= I I f i ImommINIIIIIMIll....i' - -is ■ • :r'_ �� • A L =17:r AMIMMEMP f.................._„,_ 1 q L .. \ D • P.04 r p 2 'kp 4 , 107-14=1997 09:46 16166622460 r EmglIminam FUQUA HONES 164 P.05 5 c_ 07-14-61997 09:47 18186622480 rTti S 0 w 14halir-J FUQUA HOMES P.06 r -07-14-1997 09:47 1018E822480 FUQUA HOMES P.07 ti 9�X --o 1, 07-14-1997 09:45 18168822480 q. 1 i M 1 a 40114, 1 1/40 0 Dd 4 FUQUA HOMES 4 07-14-1997 09:48 18155E224E0 FUQUA HOMES 5P.09 r 14: n ra 1. H3V3 SS333? z S3n1VH HiIB Wb]ff-i i • • bd • -r 07-•14-1997 09:49 orpoimm% i irk in; �.I f'*1 z 1916882246@ FUQUA HOMES 1 m R.10 ! 7[ IJ A. z 4 09:49 181E9E224SO FUQUA HOME5 FUQUA HOMES INC. ARLINGTON, TEXAS CSR -9078 COLUMN SUPPORT REQUIREMENTS APPROVAL MODEL: 9078 ROOF LIVE LOAD: 20P5F,30PSF,40PSF & 60PSF ROOF DEAD LOAD: 10PSF & 12PSF LENGTH: 56'-0" WIDTH: 27'-4" 56.-ar 48'-0" I34'-8" (D&I) (C&H) (B&G) (A) 21 (F) 7'- 0 8 L 2GPSF +L OPSF 30P5F + 18SF 40 it+LiOPSF 60PSF +lig:- Z SFCOL, COL. i _ DOWNWARD LOAD 1145 COL # 1 DOWNWARD LOAD SCOL 1526 # 1 DOWNWARD LOAD 1908 COL, # 1 DOWNWARD LOAD 2747 1 2 2955 2 3941 2 4926 2 7093 ,___3__ 4 1520 3 2027 3 2534 a 3649 4698 4 6264 4 6 7§30 5011 4 3 11275 7216 S 3Q07 • 4009 2050 6 2734 6 3416 • 4920 7 7 ' 7 7 8 8 8 8 9 ! • 8 FOOTING OR PAD SIZE MUST BE DETERMINED BY DMDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD, EX. SOIL BEARING CAPACITY • 1800 PSF, DOWNWARD LOAD • 3200 LBM. FOOTING SIZE • 3200 LBS 1 P F '1 01-14-1137 10:08 16166622460 FUQUA 1-101;i1ES' INC. ARLINGTON, TEXAS APPROVAL: FUQUA HOMES CSR -9078 P.02 COLUMN SUPPORT REQUIREMENTS MODEL: 9078 ROOF LIVE LOAD: 20PSF,30PSF,44PSF at 6OPSF ROOF DEAD LOAD: 10PSF at 12PSF LENGTH: 56'-0' WIDTH: 27'-4" [1°1=1 laLLIC (0&I) (C&H) (MC) -Yb (A) 2 1 (F) (E) 2OPSF + IQPSF COL # DOWPIWARD LOAD 1145 9 2 SOP + SF 40 + o F ea�S + 12 Srr COL. i DOWNWARD LOAD L. 0 DOWNWARD LOAD COL N DOWNWARD LOAD 1526 1 1908 1 2747 2955 a 4 3 6 2 3941 2 4926 2 7093 j 52Q _ 3 2027 3 2534 a 3649 6264 4 78 0 4 11275 3007 5 4009 b 5011 $ 7216 2050 6 2734 7 7 0 e 6 3416 0 4920 > 7 0 0 0 FOOTING OR PAD SIZE MUST BE DETERMINED BY DMDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL WANG CAPACITY • 1400 PS!. DOWNWARD LOAD • 3200 LOS. FOOTING 312E • 3ZDl�- • as43 HOlIH e • at; a8+ 2/t 28 \CO Nti • V 41" -- r8 -,E118 XI aN3 atl3N .b -,L? FRONT SIDE 1 Pci X I I ZZ d S2WOH Vnond 090E699918 02:60 L66T-17T--LO oz, zo.00s 66.00' Lot 15 7920 sq. ft. 66.00' r Al L,ozr G S.0011N 10 ft. uti ity e semen Dimensions of Modular Unit Modular unit perimeter Tie—down Anchors (6) 24" SQ x 8 . Pads at eac in Union Wo �2' 0 ' Footers Steel Stands or 8" CMU Piers under H I—.Barns @ 9' c/c rn, O H2' } Design assumptions: 1000 psi Minimum Soil Resistance Concrete: Fc' = 3000 psi (min) Concrete work to meet ACI Standards Rebar: Grade 40 (rniri) Design based on Dead Load plus half liveload. Snow Load: 40 psf Floor Load: 40 psf 80'mph EXP B Wird Footing Design: Perimeter Footer — 12" x 8" 2 — #4 bottom rebar continuous Vertical #4 dowels 48" c/c Tie dowels -to vertical wall rebar. Interior Footings 16" x 8" ribbon footings 2 — #4 rebar cantnuous Centerline Pad Footings 24" SQ x 8" 3 — #4 rebar each way . Front of House Foundation Wall Desig 8" Reinforced Concrete W. Vertical Rebar #4 — 48" #4 continuous rebar at t Extend vertical rebar 1" r 1 — #4 at 1/3 wall heig Add 8 CMU single course Charfeeobinon, PT 5/9 5oulh Gran" Avcrvc (970)473-0178 Fort Collin,, Colorado 8O 21 Drawn by: Geoff Robinson Reviewed by: Charles Robinson,. Scale: Dote: July 2, 1997 File: Hradley1.AutoCAD Revisions: Crawl S ace ac ess located on back wall. � vtL TO 5mir ,ff7E I=T o T 1 - ftg. `o conc. 11 Support Post ll o —r, o 0 0 0 UD ax-ix..)is 9' (max) 9' (max , 1 N in o 0 all 24" high c/c p of wall ibove T.W. ht an wall. Detail A JG Irl (',--cepod TrC-- e 7 6 ct eloW3GC 1'a c r�eaO�Gc�, 1' (max PROVED tritspEcTIONS C DIJN1. 5• q' p 1.1N x i)Ep iti c 1NGs'IICUI P' 1I - KlanOW MR Foundation Squareness: Diagonal measurements within 0.5' Top of Wall: Level within 0.25" for any 10' section of wall. CCopy Al A -e — — Shoff qui ayf) Soli 7.4 Footer/Foundation Pian HUD Mobile Horne — With Crawl Space Developer: Larry Bradley Lot , Block 8 Location: Rifle Village South Subdivision, Rifle, Colorado Page CMU Course Mod Concrete Wall CEJ 1 Charle. 2obinonf PL .5o 5oufh Scarp' Avenue e (910)49,-011E3 Ford Gdlrr . Colorado 8052! Drawn by: Geoff Robinson Reviewed by: Charles Robinson Scale: Date: July 2, 1997 File: Bradiey2.AutoCAD Revisions: ar Stee Su: Dort Stc i ncs Footer/Foundation Typical Detail HU[) Mobile Home — With Crawl Space Developer: Larry Bradley Lot , Block 8 Location: Rifle Village South Subdivision, Rifle, Colorado Page 1 1 2 #4 Rebar I e Ty9 rc L 40 1 16 -1 —12 12 #4 rebar, tied to okAter #4- comer bar 12 6 ## 4 rebar # 4 rebar 6' spaCinc N 0 U 40" minimum 1 nrI `p(-). >n 1 #4 rebar, tied to outer 45 corner bar Corner Reba(' 2 #5 loop 90 degree angles Legs extend minimum 48" i 24 12" maxirnurl spacings o. 210 P - DH S Anchor rin'irun Alternative Tie -down Use 44 rebar Hoop Hoop legs under rebar grid r Robinson 75 Q v c a) OJ O d >-' c_ (1.) a 1 1 fl F