The URL can be used to link to this page

Home My WebLink AboutLot Certifications - 09/24/1998 (3) 5-18-1998 3:24PM FROM WESTERN RANCH CORP. 1+970+229+0013 P. 7 FOUNDATION Engineering, AND SOILS Inc. August 21, 1998 Commission No. 1409-25-39-03 Kem Homes 3000 South College Fort Collins, CO 80524 RE: Lot 132, Willow Springs First Phase(5712 Sandbar Court),Fort Collins, Colorado Ger demen: We have measured the relative elevations at the above referenced address. During the investigation, we measured elevations at the lot sides and corners, top of finished floor, and at several points around the lot. Our representative noted that the grade break for the swale on the east side of the lot had continuous fall to the sidewalk and the open space south of the subject lot at the time of our investigation. The residence to the east of the subject lot(Lot 133)had landscaping and a fence in place at the time of our investigation.The residence to the west of the subject lot(Lot 131)had landscaping and a fence in place at the time of our investigation. The open space area, south of the subject lot, had undisturbed landscaping in place at the time of our investigation. Based on our observations, and the information available to this office, the slopes and elevations as measured are in substantial conformance with the FHA grading plan completed by TST, Inc., Job No. 10-695-054, dated January, 1995. It is our opinion that the subject lot,as graded,will not interfere with offsite flows,nor cause runoff to flow into another residence unless the grades are changed or barriers are created such as;fences, garden terracing,sidewalks and/or any landscaping which may change the established flow patterns by diverting or slowing runoff flow. Furthermore, we inspected the floor slabs in the garage and basement. We found thernto be in substantial conformance with the recommendations in the soils report by Empire Laboratories,Job No. 2094 52 10, dated October 27, 1994. i/i If you have any questions, please feel free to caIi, ; ;",; :•/;.,'�..,, ev Res ect 1 i ed b `� 1? Y - Cli o P. am, ames . Cherry,P.E. Environmental/Eazth Sciences Specialist FOUNDATION&'SOILS ENGINEERING,INC. CPH 5110 Granite Street, Suite D -Loveland,Colorado 80538•(970)663-0138-Fax(970)663-1660 500 Kimbark Street, Suite 101 -Longmont,Colorado 80501 -(303) 702-0661-Fax(303) 774-8413 a NORTH ELEVATIONS SURVEYED 9/4/W e C T, m LONE gENcHMARK B 66.1 • 91lIVG ► (6.O.tiJ.) + + m Tor OF FINI5HED 6v7 Ft,00K r- 67.S 47.1 0 65.9 (,b.4 LOW ES OeeNING U z 66.5 z U ' z �e ► z 6s7 66.o 66.4 W U) W bS o 0 IL r a` cdv 6'f.6 nl co G) � 14 S-Z5-3-3-3 �0UNPA ON C14P .jLT�NC7 I I<E 00 DATE'—— NOTE � � fi-►.S��H$E�$ LOT 137, WILLOW SPRINGS PUD T1410 RApM PLAN 15 8ASED UPON TWE BEST Ct FORT COLLINS,COLORADO IWORMATION M NAVE AVAILABLE AT TIMF OF 1'.20FJ' _O. �Jl1RvEY, 9TR1lGTURAL F0JN0ATI0N AND 60111-5 EW INEERING LOVELAWD COLORADO 663.013E 9-18-1998 3.24PM FROM WESTERN RANCH CORP. 1+970+229+0013 P. 9 -� 6S A Y 6j� r 4 64 6S. 4 .\ f 9-18-1998 3:25PM FROM WESTERN RANCH CORP. 1+970+229+0013 P. 10 FOUNDATION �[ Eagineermg, AND SOILS l Ine. September 10, 1998 Commission No. 1409-25-39-03.A Kern Homes 3000 South College Fort Collins, CO 80524 RE_ Lot 132, Willow Springs First Phase(5712 Sandbar Court), Fort Collins, Colorado Gentlemen: I hereby state that the elevations and drainage pattern shown hereon were developed from a survey of the above described property,performed on the date shown, and accurately and truly depict the elevations as they existed on this date. The relative elevations as depicted may change subsequent to the date of the survey, due to the subsidence or upheaval of the soil,addition or removal of soil by acts of man�tergion by wind or water or other factors. Therefore,this survey may not accurately depict;tl6�l�S�aibl3s'' drainage pattern of the above property after the date of the survey. •.( �/e,. /�e`er September 4. 1998 ` Professional Engineer��= Date of Survey The elevations and drainage pattern above shown are the Professional Engineer's findings of the finished ground grades around your residence on the date shown above. You,the homeowner,must maintain these elevations and grades to properly drain the water away from your house. The Builder of your home will not cover damage to your home caused as a result of changes made in the finished grades. In addition, it is our understanding that the RWC limited warranty protection on your residence provided by your Builder will not cover structural damage caused as a result of changes made in the finished drainage grades. Therefore, it is your responsibility to maintain the grades as set by the Builder and as stated by the engineer. 5110 Granite Street, Suite D-Loveland,Colorado 80538 •(970)663-0138*Fax(970)663-1660 500 Kimbark Street, Suite 101 •Longmont,Colorado 80501 •(303) 702-0661•Fax(303) 774-8413 9-18-1998 3:2SPM FROM WESTERN RANCH CORP. 1+970+229+0013 P. 11 Colorado Engineering Statements TIMIKESIDENTIAL AARRANTY wVORPOR oT ? Application#: Registration#: 53001)crry Street Builder Marne: Phone:( )� Harrisburg,PA Property Address:, 901 Milan Terrace Drive Lot#: 28 Block#: n/a 17111-3598 Nationwide: Legal Description: 1-800-247-1812 City: County: State: Z. Geotechnical Engineer's Statement II. Structural Engineer's Statement We declare that this firm has perforated a geotechnical investigation We declare that this firm has designed the foundation system for the for the referenced property address.The investigation was conducted referenced property address: We have reviewed the geotechnical P P Y 8. �.,;, �,. in consideration of the RWC Technical Standajds'a{&,jU4�lines, as investigation prepared for this lot,and have designed a site specific well as the engineers practices in this P"iii foundation system. The foundation system is in general accordance Report ;2Q53 with the geotechnical report alld'the engineer's practices for this type Miramonr 3rA 1 q `•> _ YA Name "T, - of condition. " Numb' r Dote '�. .� �1=7 y�•^^4>/:' Firm Name Ear h En ineeATIS" s _ irm ame Sea! b Q ` ``q_ - A ` '-'(4 ' Seal (Original Seat Signature t Dare,-'; `` Sf azure t.: Date (Original Seal Required) c= •+, ..' .�: ,�:. - Required) XII. Engineer's'Fb,i ndation Compliance Inspectioj "Statement• ^ (Check all that apply.) °' •" 7�j Conventional Spread Footing ❑Structural Rebar Slab /•'t �'0 Wall-Oti-Gt+ade(Interrupted) Narrow Spread Footing Q Post-Tension Slab 5a Drilled Pier Pad/Interrupted Footing ❑ Wall-On-Grade(Continuous) ❑Combination,Types (Check all that apply) The above foundation system will incorporate the following construction precautions common to slab-on-grade construction on expansive soils. Q No Slab-On-Grade precautions requited �j Partition Voiding ❑ Special Framing Requirements ®Column/Pipe/Ductwork Sleeving 0 Additional Expansion/Control/Tooled Joints Cl Other Q Slab-on-Grade ❑Structural Wood APPROVED REJECTED REMARKS DATE/INITIAL DATE/INITIAL Structural Fill Excavation p Footing Drilled Piers q Grade Beane Reinforcing Found. Void Found. Drain Structural Rebar Slab Slab-On-Grade Framing c .-9 •.,�•, We declare that an authorized representative of this firm has observed the portions ofthe`foundation'sys;et�it lAitialed above for the referenced property address.On-site observations revealed that the construction o e ems notcd wa i generat'coriformance with the plans. Foundation & Soils Engineering, Inc. '7-14-aibo Firm Name St ware nm[ Seal (Original Seal Field Technician Whits Co I�MItltef Y[itow CO RWC f 106 Rev.7l96 Fr- copy-tzwc rink Copy-eaytueer Required) 01"S Hatf ,t wf,PA