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Home My WebLink About2539 Spruce Creek Dr - Special Inspections/Engineering - 11/13/2017Green City Consulting 3801 E. Florida Avenue, Suite 708 Denver, CO 80210 Phone: (303) 758-8880 November 13, 2017 Richmond American Homes 4350 S. Monaco Street Denver, CO 80237 — Re: Foundation & Exterior Lateral Treatment Compliance Letter Mail Creek Crossing Plan D721B/Full/2-Car Lot 7, Block 13 2( 539 Spruce Creek Drive % To Whom It May Concern. We hereby state that the foundation and framing portion for the above referenced address was constructed in general conformance with the construction documents designed for this address. Inspection Type: Date: Inspected BY: Footing Inspection Foundation Wall Inspection Concrete — Encased Electrode Finished Wall Void Inspection Exterior Lateral Treatment Exterior Lateral Treatment Reinspection Please contact us wig questi 35657 11h31r-1 Ronaldly antung', V Green Oitv C ultine, LLC 05/25/17 G.C.C. 06/05/17 G.C.C. 06/05/17 G.C.C. 06/08/17 G.C.C. 07/28/17 G.C.C. 11/07/17 G.C.C. A.G. Wassenaar, �.�.� C. FIELD OBSERVATION REPORT Report#. EX-000002 Residential 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 Phone 1303)759-8100 Client: Richmond American Homes of Colorado, Inc 4350 South Monaco Street Denver, CO 80237 EXCAVATION OBSERVATION Activity Data: 05/25/2017 Technician: Anderson, Tammy Project: 165119R 2539 Spruce Creek Drive, Lot 7, Block 13 Mail Creek Crossings Fort Collins, CO As requested, an excavation observation was performed on this date for the subject lot The soils exposed at the current grades during our visit appear generally consistent with those found and logged in the subject soils report Based on the soils exposed in the excavation, it is our opinion the bearing pressures provided in the referenced report can be used for the recommended foundation system If additional cuts and/or fill placement occurs on the subject lot, and/or if weather conditions cause a significant change in soil conditions, please notify this firm so that we may re-evaluate the affected excavation If you have any questions, please call Observations were conducted on a part-time, on -call basis 05/29/2017 Kenneth R Broseghinl, P E Senior Engineer Observations are conducted on a part-time, on -call basis (unless noted otherwise) Information obtained by our Page 1 of 1 field representative pertain only to the portions of the foundation/construction items observed during our site visit Our opinions presented in this report are based on our knowledge of this protect, our experience with similar conditions and the standard of care normally practiced by other geotechnical engineers in this area and upon a reasonable presumption that unobserved conditions were properly constructed A.G. W enaar W C. Residential 2180 South Ivanhoe Street, Suite 5 Denver, CO 80222 Phone (303)759-8100 C' I � 66 ell q FIELD OBSERVATION REPORT Report#: DP-W0002 Client: Richmond American Homes of Colorado, Inc 4350 South Monaco Street Denver, CO 80237 DAMP -PROOFING OBSERVATION Activity Date: 06/16/2017 Technician: Finley, Chad Project: 165119R 2539 Spruce Creek Drive, Lot 7, Block 13 Mail Creek Crossings Fort Collins, CO As requested, we arrived on site on this date to observe the applied dampproofing material on below -grade living space foundation walls The portions of the dampproofing we observed were applied to the foundation walls that are planned to be below -grade, finished space areas If you have any questions regarding this information, please call Observations were conducted on a part-time, on -call basis 06/16/2017 Kenneth R Broseghini, P E Senior Engineer Observations are conducted on a part-time, on -call basis (unless noted otherwise) Information obtained by our Page 1 of 1 field representative pertain only to the portions of the foundation/construction items observed during our site visit Our opinions presented in this report are based on our knowledge of this project, our experience with similar conditions and the standard of care normally practiced by other geotechnical engineers in this area and upon a reasonable presumption that unobserved conditions were properly constructed a.G. enaar FIELD OBSERVATION REPORT Report#• DR-000002 ��„W c. Ytl RM�Itl Bxw� Residential Client: Project. 2180 South Ivanhae Street,Swte 5 Denver,CO 80222 Richmond Amencan Homes af Colorado,Inc 165119R Phone (303)759-8100 4350 South Monaco Street 2539 Spruce Creek Dme,Lot 7,Block 13 Denver,CO 80237 Mad Creek Crossmgs ��'\�� Fort Cothns,CO , � U PERIMETER DRAIN OBSERVATION Activity Date: 06/16/2017 Technician: Finley, Chad As requested,we arrived on site on this date to observe wsible portions of the perimeter dram line It is our opinion that the portions of the penmeter drain observed on this date were in general conformance with our recommendations If you have any questions regarding this information, please call Observations were conducted on a part-time,on-call basis O�ppO UCg,.,� �.�,t,R 6q�'7:!'S+c� t 2t� F�O I�Z `�y�59� �: 9"�i�' �. �u i�., 1 . � �SBrpNattiaG�' O6/i 6/2017 Kenneth R'Broseghini, P E Senior Engineer Observations are conducted on a part-time, on-call basis(unless noted otherwise) Information obtained by our Page 1 of 1 field representatrve pertam only to the portions of the foundation/construction items observed dunng our site visit Our opinions presented in this report are based on our knowledge of this pro�ect, our experience with simdar conditions and the standard of care normally practiced by other geotechnical engineers in this area and upon a reasonable presumption that unobserved condiGons were properly constructed A.G.w senaar FIELD OBSERVATION REPORT Report#• UD-000002 «�°E� c. �,»...�,..a. Resldential Client: Project 2180 South Ivanhoe Street,Swte 5 Denver,CO 80222 Richmond American Homes of Colorado,Inc 165119R Phone (303)759-8100 4350 South Monaco Street 2539 Spruce Creek Dnve,Lot 7,Block 13 Denver,CO 80237 Mail Creek Crossmgs �O�^^� Fort Collins,CA � � ' I COMMUNITY UNDERDRAIN EXTENSION OBSERVATION Activity Date: O6/16/2017 l Technician: Fmley, Chad � As requested,we arrived on site on this date to observe the underdrain extension from the underdrain service stub extending up to the residence foundation It is not within our scope to survey the elevation of the underdrain system, nor did we check the pipe/bedding materials and connection to the drain system During our visit,we observed the extension of the underdrain pipe towards the sub�ect residence If you have any questions regarding this information, please call Qp,pO UC� �,��,ri.6R��:S a`` � 1� `�ci� �� S> ,� � 5t, {� 2:�¢ �� M1, , �i ��SS�ONA�ENG\� O6/16/2017 Kenneth R Broseghini, P E Senior Engineer Observations are conducted on a part-time, on-call basis(unless noted otherwise) Information obtained by our Page 1 ot 1 field representative pertain only to the portions of the foundation/construction items observed during our site visit Our opmions presented in this report are based on our knowledge of this pro�ect, our expenence with s�milar conditions and the standard of care normally practiced by other geotechrncal engineers in this area and upon a reasonable presumpGon that unobserved conditions were properly constructed ,