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HomeMy WebLinkAboutB10-0336 ... . . , . ... . . '.. . _,. -- Job Name:Vu�� L-a�� �� 1�e���„� �,✓�,K + , a` JobAddress: �`� � ����V� � .- Permit No.: 3-10 - �3�� SPECIAL INSPEC710N AiVD TEST(NG AGREEMENT (To applicants of projects raquiring Special lnspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on ihe advice of the design professional in responsible charge, shali complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town oF Vall for review and approval. Signatures are required on bofh pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shail also acknowledge the following conditions applicable to Special Inspedion Testing: 1. Coniractor is responaible for proper notificaAon io the Inspe�tion or Testing agency for ltems Iisted,(Page 1) (IBC 1704) � 2. Only the testing laboratory should teke samples and transport fhem to thelr laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Tawn of Vall by the Testlttg agency on a weelcly basis. 4. Inspecfion agency to submit names and qualiflcaUons of on-site special inspectors to the Town of Vall for review and approvai.(Page 2) 6. The speciel inspector Is responstble to Immediately notify ihe 7own of Vafl Building Officlal In wrlting of any concems end/or problems encountered. 6. It is the responsibllfty of the contractor io review the Town of Vail approved plans for additlonal inspectfon or festing raqulrements ihat may be noted, A pre-construction conference at the Job site is recommended to review special inspection procedures. 7. The special inspector shall use only ihe Town of Vail approved drawings. 8. All special inspection field reports must be left on site For review by the Town of Vail staff prlor to required inspections or re-inspecBons. BEFORE OCCUPANCY WILL BE GRANTED: i"he speciai inspeclion agency shall submit a signed and sealed statement thal all Items requiring testing and inspection were fulfllled and reported_ Those liems not tested and/or Inspecfed shall be noted in this statement. A copy of the stalement shall be maintained ai the job site for the Building Inspector's review priar to final lnspectfon. Acknowledge n�-- Owner: �c.o� � �(,o,,�e" to v !v Sfgnature Print Name e e Specfal Inspe on � �N� � � I(7 Agency: S(gnature Print Neme Dafs ProJect �o/j��� Arch/Eng��.-+ '�•+/�� f a..� aG/�Z e� Slgneture . Print Name Date Contractor: %//�G✓ � . i]/G�G ��,/��� /O oy�o Slgneture � � Print Name Dale -3- i , T�WNOFVAIL l SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) ProjectName: UG� � ���� ����,c #� 1���-�.,�+-,h�,✓HII Permit# 3 �� — G�J� Owner's Name: Testing Ins I gn cu�e / PrintN�r, � Da Agency: �'1hf7U�CU,� ��_ � 1� Testing Inspection Signature Print Name ate Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below,to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: UNDERPINNING: Tensile&Bend,one set per heat per tons Temporary/Permanent Inspection of Placement Inspection of Steel Fabrication Inspection of Welding Inspection of Reinforcing 8�Forms Epoxy Inspection of Concrete Placement Inspection of Tiebacks MASONRY: Prelim.Acceptance Tests{Masonry Units,Wall Prisms) SOIL NAILS: Subsequent Tests(Mortar,Grout,Field Wall Prisms) Temporary Shoring Inspection of Placement and Grouting Permanent Wall CONCRETE SHOTCRETE GROUT AND MORTAR: STRUCTURAL STEEL: Concrete Shot Grout Mortar Sample&Test(List specrfic members below) Aggregate tests for design Shop Identification 8 Welding Inspection Suitability of aggregates Shop Ultrasonic Inspection Mix Designs Shop Radiography Test Panel Field Welding Inspection Batch Plant Inspection Field Bofting InSpeCt'tOn Cement Grab Sample Field Ultrasonic Inspection Inspect Piacing Field Radiography Compression Tests Metal Deck Welding Inspection Cast Specimens FIREPROOFING: Pick-up Samples Inspection&Placement Shrinkage Bars Yield Check SOILS: Air Check Acceptance Tests Dry Unit Weight � Moisture-Density Determination PRECAST CONCRETE: Field Density Reinforcing Tests Drilled Piers Inspection of Reinforcing Placement Deep Foundation Tendon Tests Inspection of Tendon Placement STRUCTURAL WOOD: Inspection of Concrete Placement Inspection of Fabrication Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachment&Inserts Sample�Test Components Compression Tests Inspection of Glu Lam Fabrication Inspection of Stressing/Transfer SMOKE CONTROL; PILING,CAISSONS,CAPS,TIES: Inspection of Reinforcing Placement SPECIAL CASES: Inspection of Concrete Placement Inspection of Concrete Batching SPECIAL INSPECTION: Seismic Resistance Specify other fests,inspection��spqci�I�structions required. Wind Requirements � N� ���� w� G�u�r-a l �����f; �� -4- /�� April 17, 2012 �y�° Subject: Surnmary of Materials Testing Services, Tee Box #7 Retaining Walls, Vail, Colorado Job Number: 10-6592 Mr. Ryan Priester Landscapes Unlimited, Inc. 1201 Aries Drive Lincoln, Nebraska 68512 Attn; Mr. Priester, This letter summarizes the materials testing GROUND Engineering Consultants, Inc. (GROUND) performed during the construction of the retaining wall around Tee Box #7 on the Vail Golf Course, generally located behind the residence at #1031 Eagle's Nest Circle in Vail, Colorado. The materials testing services were provided at times scheduled by the Contractor and/or Owner generally between October 11, 2010 and May 31, 2011 with additional services requested on March 22, 2012. Representatives of GROUND were present, when scheduled, to periodically provide � moisture-density testing on the backfill placed for the retaining walls and the wall subgrade. During our site visits, GROUND observed the installation of the under-drain, ; drainage tiles, and geotextile fabrics. GROUND's scope of services (Proposal #1009- 1589) did NOT include verification of the walls geometry, alignments, elevations and/or ; reinforcement locations. When scheduled, representatives of our office provided periodic testing on the concrete placed for the retaining wall foundation and for the cart path. Samples of the structural concrete were periodically tested to determine physical properties and compressive strengths. , Based on the final test results to date, field observations, RFI's received and other project documentation received from the design team, it is our opinion that the materials � tested and/or observed for the wa�l subgrades, wall backfills, structural concrete and the wall erection were in general accordance with project plans, specifications, and applicable RFI's received from the design team. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct or ������ ENGINEERING CONSULTRNTS INC. 101:1�\irp;uk f)r.,linit 9.PO fSne-1(a.G�psum,l'U�16±7 Phunc(970)S�.t_07211 I:is(')71))5?.{.p7?I �»c��.gr��undrng.cnm ll((i�-��LuruNnns: Gnglr��and . C'nuunrrceCit� . In�rl;ind . (iranh� . [�yp.um . GrinJ liinrtinn . Cncper.11'1' Tee Box#7 Retafnin�Wall Vail Golf Course Vail,Colorado have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scfieduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. Evan Kuhn I Q�DO 1J � ' C cS��°'�c�R'�s� � �i . %:'�4542��y:"� _ �`� ,�.���1�,��;' � ,. .,,..�.,., `�b�v� Reviewed by Scott Richards, P.E. � I I . ROUND En ineerinc Consultants,Inc. Paye 2 of 2 Job No.10�592 G c� J 1 � TOWN OF VAI� ' Final Report of Special Inspections Project: Tee E3ox 7 Retaining Walls Permit Number: Project Location: Vail Golf Course,Tee Box 7 Owner/Client: Owner=Vail Recreation District;Client= Landscapes Unlimited, Inc. Address: 1201 Aries Dr; Lincoln, NE 68512 SF�ecial Inspectors: GROUND Engineering Consultants, Inc Address: PO Dox 464; 101A Airparlc Dr fl9 City: Gypsum State/Zip: CO 81637 Pl�one: 970-524-0720 Fax: 970-524-0721 E-Mail Address: Evanl<c�GroundEng.com; ScottR@GroundEn�.com To the best of my information, knowledge, and belief,the special inspections and or testing completed by: GROUND EnQineerin�Consultants, Inc have been completed in accordance with GROUND's Proposal for Materials Testing and Special lnspecrion Services, #1009-1589,dated 9/30/2010. Interim reports submitted prior to this Final Report of Special Inspections form a basis for,and are to be considered an integral part of this final report.Any discrepancies that were noted on the interim reports have been corrected or accepted by the project team. Prepared by: -•�. r ���fC) l�:; Name: Scott Richards, PE �j'�'���`�f'�S . ��3��'' �'��i''.� y'�••`'l Signature: �/G ,1�=t. ��= � ,',�.�'� v Jl' �'r - .� 45426��: �ate: L - 7- -G•/"_. '•, l��1��1;' ., . •..��...� `��ONAL ROU�1[n ENGINEERING CONSULTRNTS INC. 101A Airpark Dr.,Unit 9,PO Box 464,Gypsum,CO N7.637 Phone(970)52A-0720 Fax(970)52A•0771 www.grounden�;.com OJ/ice f ocations: Engle�vood . Commerce Ciry . �ovelinJ . Granby • Gypsum . Grand lunction . Casper,WY September 26, 2011 Subject: Materials Testing Summary, Vail Golf Club Tee Box #17 Retaining Walls, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, Representatives of GROUND Engineering Consultants, Inc. were on site to provide materials testing and special inspection services at times scheduled by the Contractor. The reports have been completed in the field as work has been completed. The Contractor was notified of the testing results and/or observations prior to our departure from the project site. This summary report includes the observation reports as well as the materials test results. Please do not hesitate to contact this office if you have any questions concerning these reports. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Evan Kuhn, CET Eva n E. Digitally slgned 6y Evan E.Kuhn DN:rn=Evan E.Kuhn,o=Gypsum,CO Office,ou=GROUNO Engineering Consultants,lnc., Ku h n email=EvanK@GroundEng.com.c=US Date:2011.10.11 12]9:53-06'00' COPy t0: Scott O'Connell @ Vail Rec District ROUHn ENGINEERING CONSULTRNTS INC. 101 A Airpark Dr.,Unit 9,PO Box 464,Gypsum,CO 81637 Phone(970)524-0720 Fax(970)524-0721 www.groundeng.com �ce Locations: Englewood . Co�runerce City • Loveland . Granby . Gypsum • Grand Junction . Casper,WY Tee Box#17 Retaining Walls Vail Golf Club,Colorado Obseruation Reports Job#10-6592 GROUND Engineering Consultants,Inc. period ending 0 611 412 0 1 1 �ROUKn ENGINEERING CONSULTRNTS March 22, 2012 Subject: Observation Report, Vail Golf Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As requested, a representative of GROUND made a preliminary visit to the project on October 11, 2010 to walk the job-site and obtain soil samples for proctor analysis. As cited in the observation report dated October 11, 2010, GROUND observed some potential problems/discrepancies in the design of the retaining walls and project plans and specifications due to the existing site conditions. These items were brought to the attention of Wade with Landscapes Unlimited at the time of our visit. On October 18, 2010 Loris and Associates, Inc. issued a revised set of plans addressing these issues, however, GROUND to date has not documented that these items had been addressed. It is the intent of this letter to do so. Please find below, in the bold text, the discrepancies as documented on October 11, 2010, followed by in plain text, the resolution of the discrepancy per the revised plans dated October 18, 2010. 1) No outlet for 4" perforated drain pipe. An outlet pipe was installed after the concrete and drain board was installed on Wall #4. The outlet pipe is visible today. 2) Sections A/2, B/2 8� C/2 call for backfill at top of wall to be 3' horizontal to 1' vertical, however, there is not enough space for that to be executed. Wall sections A/2, B/2, and C/2 were able to be backfilled at a 3' to 1' slope. The location of Wall #4 was adjusted outward to allow for backfill at a 3' to 1' slope. 3) Section 6/2 calls for Miraweb and Paraweb straps to extend back 11' horizontally, and for non —woven geotextile fabric vertically 1' back from edge of block. These will items intersect and is not possible. Section B/2 on Wall #4 was replaced with revised Section D/2. South Metro Office North Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 4) Wall #1 calls for MSE Wall with Miraweb and Paraweb straps extending back 11' horizontally which will crossover into property line at approximately 5 — 6'; also same problem as#3. Walls #1 and 3 were changed from MSE Walls to Gravity Walls where the property line was too close. 5) Perforated drain pipe is detailed to be backfilled with Class 6 roadbase. The drain pipe was specified to be covered/backfilled with a free-draining granular material at request of the Engineer. The revised plans submitted by Loris and Associates, Inc. dated October 18, 2010 appeared to have satisfactorily resolved the concerns expressed by GROUND during our visit to the site on October 11, 2010. Based on our observations and test results, it appears that Landscapes Unlimited installed these items per the revised plans. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative South Metro Office North Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 G�S Tel(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CROU�1In ENGINEERING CONSULTRNTS November 6, 2010 Subject: Field Observation Report, Vail Golf Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As requested, a representative of GROUND visited the project to perform construction materials testing. Upon our arrival, Wade with Landscapes Unlimited informed us that they were not ready for any compaction testing today and that he would reschedule for a later date. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative South Metro Office NoRh Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 �ROUrLn ENGINEERING CONSULTRNTS November 8, 2010 Subject: Field Observation Report, Vail Golf Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As requested, a representative of GROUND visited the project to perform construction materials testing. We obtained a soil sample from approximately station 30+90 on wall #3 at bottom of wall elevation. The sample was returned to our laboratory for future testing and analysis. Results will be forwarded upon completion. Wade with Landscapes Unlimited was notified. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative South Metro Office North Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CRDU�1t� ENGINEERING CONSULTRNTS November 10, 2010 Subject: Field Observation Report, Vail Goif Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As requested, a representative of GROUND arrived at the project site to perform compressive strength concrete test cylinder retrieval. The test cylinders were transported to our lab for curing. Results will be forwarded upon completion. Sincerely, GROUND Engineering Consultants, Inc. Jon Noble Field Representative South Metro Office NoRh Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CROU�1Ln ENGINEERING CDNSULTRNTS May 23, 2011 Subject: Field Observation Report, Vail Golf Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As requested, a GROUND representative arrived on site to perForm periodic materials testing. We observed the reinforcing steel placed by S2M for the cart path located at Station 0+95 through Station 0+10. The reinforcing steel was observed for specified bar sizing, spacing, amount, lap splices, clearances, and overall placement. We observed several intermediate bars from Station 0+75 through 0+50 which did not meet the spacing requirement of 12". We immediately notified S2M and they corrected the discrepancies. Once corrected, the reinforcing steel at the previously described locations appeared to be in compliance with the project plans and site specifications. Chris with Landscapes Unlimited was notified of today's observations. Sincerely, GROUND Engineering Consultants, Inc. Brian Noble Field Representative South Metro Office NoRh Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 �ROUHn EN6INEERING CDNSULTFINTS May 24, 2011 Subject: Field Observation Report, Vail Golf Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As required, a representative of GROUND visited the project site to retrieve concrete cylinders. We returned them to the laboratory, logged them in and placed them in final cure. Sincerely, GROUND Engineering Consultants, Inc. Jacob Rivera Field Representative South Metro Office North Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 GyPs Tel(970)524 0720 Tel:(303)289 1989 Tel:(303)289 1989 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 CROUI�Ln ENGINEERING CONSULTRNTS May 31, 2011 Subject: Field Observation Report, Vail Golf Retaining Walls @ Tee #17, Vail, Colorado Job Number: 10-6592 Landscapes Unlimited, Inc 1201 Aries Drive Lincoln, Nebraska 68512 Attn: Mr. Ryan Priester, As requested, a GROUND representative arrived on site to perform periodic materials testing. Upon our arrival on site, Chris informed us that they would not be ready for any compaction testing this morning. Sincerely, GROUND Engineering Consultants, Inc. Kevin McClure Field Representative South Metro Office North Metro Office Gypsum Office 41 Invemess Drive East 7393 Dahlia Street, P.O.Box 464 Englewood,CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637 Tel:(303)289 1989 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Fax:(303)289 6742 Fax:(970)524 0721 Tee Box#17 Retaining Walls Vail Golf Club,Colorado Soils: Sidewalk Subgrade Field Moisture Density Test Results Job#10-6592 GROUND E�gineering Consultants,Inc. period ending 06/14/2011 �ROU�� Job Name Clienf: E N 6 I N E E R I N G C O N S U LTR NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: � Sidewalk,Curb 8 Gutter May 19, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscape Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe, Plate Compactor,Jumping Jack Area Represented Cart Path Station 0+20 to 0+90, 5'L to 5' R of Centerline Test Elevation Field Dry Field Moisture Maz Density Opt Moisture Percent pass or Fail Soil Type Test Location Density(pc� (%) (pc� (%) Compaction No: 1 Station 0+45 at Centerline RSG 132.5 5.4 134.8 8.4 98% Pass Agg Base 2 Station 0+85, 1' R RSG 131.7 5.8 134.8 8.4 98% Pass Agg Base 3 Station 0+20, 1' L RSG 131.3 5.9 134.8 8.4 97% Pass Agg Base Specifications: Min. 95 % Max Dry Density +/-3 Optimum Moisture Content Modified Proctor Agg Base General Contractor: Landscape Unlimited Representative Notified: Chris Comments: RSG=Rough Surface Grade Nuclear Gauge No.: 56 Std Counts: 727/2362 Field Technician: Jacob Rivera Gypsum O�ce Corpoate Office P.O.Box 464 41 Invemess Drive East Gypsum CO 81637 Englewood,CO 80112 Tel:(970)524-0720 Tel:(303)289 1989 Fax:(303)289 7686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 Tee Box#17 Retaining Walls Vail Golf Club,Colorado Soils: Retaining Wall Backfill Field Moisture Density Test Results Job#10-6592 GROUND Engineering Consultants,Inc. period ending 0611412011 GROU�D Job Name Client: ENGINEERING CONSULTFiNTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: � Structural October 29, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: �Nade Equipment Utilized: Mini-excavator,virbratory plate compactor,jumping jack Area Represented Tee Box#7 Retaining Walls Test Fiekl Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil Type TeSt Location Elevation Density(pc� (o�� �P�}� ��/) Compaction No: 1 Sta 41+70 BOW 122.1 6.9 125.9 7.9 97% Pass SM 2 Sta 41+20 BOW 121.4 7.2 125.9 7.9 96% Pass SM 3 Sta 40+80 BOW 107.2 15.4 125.9 7.9 85% Fail SM Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Wade COfllfll@f1tS: BOW=Boriom Of Wall.Tests were pertortned on native soil that was over-excavated and recompacted.Plans call for a minimum of 6"of aggregate base course to be piaced on top.This elevation will be BOW Nuclear Gauge No.: 28 Std Counts: 2553/651 Field Technician: Jon Noble Gypsum O�ce Corpoate Office P.O.Box 464 41 Inverness Drive East Gypsum CO 81637 Englewood,CO 80112 Tel:(970)524-0720 Tel:(303)289 1989 Fax:(970)524-0721 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby GROUII[D Job Name Client: � ENGINEERING CONSULTRNTS Vail GolfClub Retaining Walls Landscapes Unlimited I Address: � NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 2 Structural November 4, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Wade Equipment Utilized: Trackhoe,Skidster,Jumping Jack Area Represented TB#7 Retaining Walls Test Fieki Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil T e No: Test Locati0n Elevation Density(pc� (%) (pc� (%) Compaction YP 4 Sta.40+20 BOW 114.9 9.8 125.9 7.9 91% Fail SM 5 Sta.40+00 BOW 113.0 12.3 125.9 7.9 90% Fail SM 6 Sta. 31+00 BOW 112.4 11.6 133.4 6.9 84% Fail SM 7 Sta. 30+70 BOW 121.2 9.2 125.9 7.9 96% Pass SM Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Wade Comments: B.O.W.= Bottom Of Wall. Nuclear Gauge No.: 74 Std Counts: 775/2678 Field Technician: Kevin McClure Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 �ROU�� Job Name Clienf: E N G I N E E R I N G C O N S U LTR NT5 Vail Golf Club Retaining Walls Landscapes Unlimited A ddress: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Dafe Attn: 3 Structural November 5, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Untimited Representative Notified: Wade Equipment Utilized: Trackhoe, Skidster,Jumping Jack Area Represented TB#7 Retaining Walls Test Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil Type Test Location Elevation Density(pc� (%) (pc� (%) Compaction No: 4.1 RETEST Sta.40+20 BOW 122.0 9.5 125.9 7.9 97% Pass SM 8 Sta. 30+40 BOW 112.7 12.3 133.4 6.9 84% Fail SM 3.1 RETEST Sta.40+80 BOW 102.6 13.9 125.9 7.9 81% Fail SM 3.2 RETEST Sta.40+80 BOW 119.8 9.6 125.9 7.9 95% Pass SM Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Wade Comments: B.O.W.= Bottom Of Wall. Nuclear Gauge No.: 74 Std Counts: 775/2670 Field Technician: Kevin McClure Gypsum O�ce Corpoate Office P.O.Box 464 41 Inverness Drive East Gypsum CO 81637 Englewood,CO 80112 Tel:(970)524-0720 Tel:(303)289 1989 Fax:(970)524-0721 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby GROU�1[D Job Name Client: EN6INEERING CONSULTRNTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 4 Structural November 8, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and /or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise detaiis. Earthwork Contractor: Landscapes Unlimited Representative Notified: Wade Equipment Utilized: Trackhoe,Skidster,Jumping Jack Area Represented TB#7, Retaining Wall#3 Test Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil T e No: TeSt LoCation Elevation Density(pc� (%) (pc� (°/) Compaction YP 9 Sta. 31+10 BOW 125.0 11.9 133.4 6.9 94% Fail SM 6.1 RETEST Sta. 31+00 BOW 123.9 122 133.4 6.9 93% Fail SM 10 Sta. 30+g0 BOW 119.9 14.9 133.4 6.9 90% Fail SM Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor SM General Contractor: Vail Rec. District Representative Notified: Scott Comments: B.O.W.= Bottom Of Wall. Nuclear Gauge No.: 9 Std Counts: 1874/656 Field Technician: Jon Noble Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R I N G C O N S U LTfa NTS Vail Golf Club Retaining Walls Landscapes Unlimited � Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 5 Structural November 10, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor shouid be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Wade Equipment Utilized: Trackhoe,Skidster,Jumping Jack Area Represented TB#7, Retaining Wall#3 Test TeSt LOCatiOn Elevation Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil Type No: Density(pc� (%) (pc� (/o) Compaction 9.1 RETEST Sta. 31+10 BOW 128.4 8.5 133.4 6.9 96% Pass SM 6.1 RETEST Sta. 31+00 BOW 127.1 8.6 133.4 6.9 95% Pass SM 11.1 RETEST Sta. 30+90 BOW 130.2 8.0 133.4 6.9 98% Pass SM Specifications: Min. 95 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Scott Comments: B.O.W.= Bottom Of Wall. Retests from 11-8-10, Lanscapes Unlimited removed wet soil and replaced it with dried soil form???? Nuclear Gauge No.: 9 Std Counts: 1875/663 Field Technician: Jon Noble Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 I Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 CROUII[D Job Name Client: . ENGINEERING CONSULTFINTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Dafe Attn: g Structural November 11, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information indudes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Wade Equipment Utilized: Trackhoe,Skidster,Jumping Jack Area Represented TB#7, Retaining Wall#3 Test Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil Type Test LoCation Elevation Density(pd) (o�o� �P�{� ��/) Compaction No: 12 Sta. 30+85 BOW 132.0 7.8 133.4 6.9 99% Pass SM 13 Sta. 30+75 BOW 131.1 8.1 133.4 6.9 98% Pass SM 14 Sta. 30+65 BOW 118.1 12.1 125.1 9.0 94% Fail CL-ML Specifications: Min. 95 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor CL-ML Min. 92 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor SM General Contractor: Vail Rec. District Representative Notified: Scott Comments: B.O.W.= Bottom Of Wall. Nuclear Gauge No.: 9 Std Counts: 1871/665 Field Technician: Jon Noble Gypsum Office Corpoate Office P.O.Box 464 41 Inverness Drive East Gypsum CO 81637 Englewood,CO 80112 Tel:(970)524-0720 Tel:(303)289 1989 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��O��� Job Name Client: ENGINEERING CONSULTRNTS Vail GolfClub Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 7 Structural November 13,2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and /or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Wade Equipment Utilized: Trackhoe,Skidster,Jumping Jack Area Represented TB#7 Retaining Wall#3 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test LOCation Elevation Density(pc� (%) (pcn (°/) Compaction Pass or Fail Soil Type 8.1 RETEST Sta. 30+40 BOW 128.8 7.7 133.4 6.8 97% Pass SM Specifications: Min. 95 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Wade Comments: B.O.W.= Bottom Of Wall. Nuclear Gauge No.: 74 Std Counts: 768/2670 Field Technician: Kevin McClure Corpoate Office Gypsum Office , 41 Inverness Drive East P.O.Box 464 ; Englewood,CO 80112 G , TeL(303)289 1989 ypsum CO 81637 ' Tel:(970)524-0720 , Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ' ��0��� Job Name Client.� ENGINEERING CONSULTFINTS Vail GolfClub Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn.� 8 Structural May 16, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and /or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Crhis Equipment Utilized: Vibratory Plate Compactor Area Represented Fill for Retaining Wall,Station 29+00 to 31+00,Station 40+52 Test Field Dry Field Moisture Max Density Opt Moisture Percent Test Loceti0n Elevation Pass or Fail Soil T e No: Density(pc� (%) (pc� (%) Compaction YP 15 Station 40+52, 0' L 30.4 113.4 12.4 125.9 7.9 90% Fail SM 16 Station 30+35, 15'L 26.55 122.6 6.6 125.9 7.9 97% Pass SM 17 Station 30+13, 0' L 27.48 117.8 11.8 125.9 7.9 94% Fail SM Specifications: Min. 95 % Max Dry Density +/_2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 74 Std Counts: 753/2618 Field Technician: Jacob Rivero Corpoate Office G ypsum Office I 41 Invemess Drive East P.O.Box 464 Englewood,CO 80112 G ypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 �ROU�D Job Name Client: , ENGINEERING CDNSULTRNTS Vail GolfClub Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 9 Structural Fill May 17,2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscape Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe, Plate Compactor Area Represented TB#7 Retaining Wa�ls, Station 40+40 to 40+60, Station 30+10 to 30+15 Test Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil T e Test Location Elevation YP No: Density(pc� (%) (pc� (%) Compaction 15.1 RETEST Station 40+52, 0' L 30.40 122.6 6.5 125.9 7.9 97% Pass SM 17.1 RETEST Station 30+13, 0' L 27.48 123.1 8.4 125.9 7.9 98% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscape Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 56 Std Counts: 731/2393 Field Technician: Jacob Rivera Corpoate Office Gypsum O�ce 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��O��� Job Name Client: EN G I N E ER 1 N G C O N SU LTR NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 10 Structural Fill May 19, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscape Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe, Plate Compactor, Jumping Jack Area Represented TB#7 Retaining Walls;Station 30+10 to 30+50,0-20' R Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pc� (%) (pc� (%) Compadion Pass or Fail Soil Type 18 Station 30+15, 10' R 27 123.8 7.9 125.9 7.9 98% Pass SM 19 Station 30+30, 10'R 27 122.4 8.4 125.9 7.9 97% Pass SM 20 Station 30+20, 5' R 27 121.8 8.7 125.9 7.9 97% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Standard Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: RSG=Rough Surface Grade Nuclear Gauge No.: 56 Std Counts: 727/2362 Field Technician: Jacob Rivera Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R 1 N G C O N S U LTR NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 11 Structural Fill May 20, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscape Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe,Jumping Jack Area Represented Station 10+00 to 10+50,2'Below Cart Path Grade Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test LOCation Elevation Densit ^/o Pass or Fail Soil Type y(pc� ( ) (pc� (%) Compaction 21 Station 10+25 38 122.8 6.8 125.9 7.9 98% Pass SM 22 Station 10+40 38 123.9 8.4 125.9 7.9 98% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscape Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 56 Std Counts: 730/2386 Field Technician: Jacob Rivera Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 �ROU�� Job Name Client: - , ENGINEERING CONSULTRNTS Vail GolfClub Retaining Walis Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 12 Structural Fill May 24, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perForm materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The fotlowing information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe,Jumping Jack, and Plate Compactor Area Represented Station 30+00 through Station 30+50,0'-20'Right Test TeSt Locetion Elevation Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil Type No: Density(pc� (%) (pc� (°/) Compaction 23 Station 30+25, 15' Right 28.60 123.8 8.4 125.9 7.9 98% Pass SM 24 Station 30+15, 15' Right 28.60 124.7 7.7 125.9 7.9 99% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 56 Std Counts: 728/2391 Field Technician: Jacob Rivera Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R 1 N G C O N 5 U LTFI N TS Vail Golf Ciub Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 13 Structural Fill May 26, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perForm materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe Area Represented Station 30+00 through Station 31+00,0'-20'Right Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Densit /a � o Pass or Fail Soil Type y(pc� (° ) (p � (/o) Compaction 25 Station 30+65, 10' Left 29.5 123.5 6.3 125.9 7.9 98% Pass SM 26 Station 30+44, 20' Left 11 122.4 8.0 125.9 7.9 97% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: , Nuclear Gauge No.: 56 Std Counts: 735/2386 Field Technician: Jacob Rivera , Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R 1 N G C O N S U LTFI N TS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Repo►f Type Report Date Attn: 14 Structural Fill May 27, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perForm materiais testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe and Vibratory Plate Area Represented Station 30+00 through Station 31+00 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test LoCation Elevation Densit �/, Pass or Fail Soil Type y(pc� ( ) (pc� (%) Compaction 27 Station 30+45, 10'South of Wall 30.5 116.6 13.7 125.9 7.9 93% Fail SM 28 Station 30+05, Under Wall 28.5 121.7 9.3 125.9 7.9 97% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscape Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 72 Std Counts: 747/2652 Field Technician: Steve Buckeridge Corpoate Office Gypsum Office 41 Invemess Drive East P.O.Box 464 Englewood,CO 80112 ', Gypsum CO 81637 Tel:(303)289 1989 Tei:(970)524-0720 Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: ENGINEERING CONSULTRNTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 15 Structural Fill May 28, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and /or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe, Park Lift, and Vibratory Plates Area Represented Wall Number Three Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Locati0n Elevation Densit % c a Pass or Fail Soil Type y(pc� ( ) (p � (/) Compaction 27.1 RETEST Station 30+45, 10' Left 30.5 123.5 9.9 125.9 7.9 98% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 72 Std Counts: 744/2664 Field Technician: Steve Buckeridge Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: ENGINEERING CONSULTRNTS Vail GolfClub Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 16 Structural Fill May 31, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe and Vibratory Plates Area Represented Wall Number Three Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Densit ^/o o Pass or Fail Soil Type y(pcn ( ) (pc� (/) Compaction 29 Station 30+66, 6' Left 31.5 126.5 8.8 133.4 6.9 95% Pass SM 30 Station 30+24, 7' Left 31.5 126.5 8.6 133.4 6.9 95% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 72 Std Counts: 739/2643 Field Technician: Steve Buckeridge Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: ENGINEERING CONSULTFlNTS Vail GolfClub Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 17 Structural Fill June 1, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND perfiormed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The fol�owing information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe,Skidsteer,and Jumping Jacks Area Represented Station 30+00 through Station 31+00,Wall Number Three Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Densit ^/o o Pass or Fail Soil Type y(pc� ( ) (pc� (/o) Compaction 31 Station 30+24, 12' Left 82325 129.4 7.6 133.4 6.9 97% Pass SM 32 Station 30+69, 7' Left 82325 127.8 8.0 133.4 6.9 96% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: I Nuclear Gauge No.: 28 Field Technician: Kevin McClure i Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R 1 N G C O N S U LT R NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 18 Structural Fill June 2, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and !or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe,Vibratory Plate,and Jumping Jacks Area Represented Wall Number Two,Station 10+00 through Station 11+16 and Wall Number Three,Station 30+00 through Station 31+00 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test LocatiOn Elevation Densit � Pass or Fail Soil Type y(pc� (/o) (pc� (%) Compaction 33 Station 11+00, Centerline of Wall 8234 118.9 10.2 125.9 7.9 94% Fail SM 34 Wall#3, Station 30+30, 12' Left 8233.5 123.1 11.0 133.4 6.9 92% Fail SM 35 Wall#3, Statin 30+90, 12' Left 8233.5 120.8 9.9 125.9 7.9 96% Pass SM 33.1 RETEST Station 11+00, Centerline of Wall 8234 121.3 9.0 125.9 7.9 96% Pass SM 34.1 RETEST Station 30+30, 12' Left 8233.5 126.8 8.5 133.4 6.9 95% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Standard Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 70 Std Counts: 662/2415 Field Technician: Kevin McClure Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 G ypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: EN G I N E E R I N G C O N S U LTR NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 19 Structural Fill June 3, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perForm materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information inciudes related site observations for the methods employed by the contractor and to the best of our knowiedge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe,Vibratory Plate,and Skidsteer Area Represented Wall#1, Station 11+20 through Station 11+52 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test LoC2tion Elevation Densit � � o Pass or Fail Soil Type y(pc� (/o) (p � (/o) Compadion 36 Station 11+50 8234 124.8 9.3 133.4 6.9 94% Fail SM 36.1 RETEST Station 11+50 8234 127.8 8.2 133.4 6.9 96% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor. Landscapes Unlimited Representative Notified: Chris I Comments: Nuclear Gauge No.: 70 Field Technician: Kevin McClure I Corpoate Office Gypsum Offlce 41 Invemess Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: EN G I N E E R I N G C O N S U LTFa NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 20 Structural Fill June 7, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Vibratory Plate and Trackhoe Area Represented Station 11+50 through Station 12+00 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test LoCation Elevation Densit % c o Pass or Fail Soil Type y(pcf) ( ) (p � (/) Compaction 37 Station 11+90 8232 117.3 6.8 125.9 7.9 93% Fail SM 38 Station 11+65 8233 137.2 6.2 143.1 7.2 96% Pass GM Specifications: Min. 95 % Max Dry Density +/_2 Optimum Moisture Content Modified Proctor SM Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor GM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 70 Std Counts: 664/2400 Field Technician: Kevin McClure& Brian Noble Corpoate Office Gypsum O�ce 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: EN G I N E E R I N G CO N SU LTR NTS Vai)Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 21 Structural Fill June 8, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Vibratory Plate and Trackhoe Area Represented Wall#1,Station 11+90 through Station 12+00 Test Field Dry Field Moisture Max Densfty Opt Moisture Percent No: TBSt Location Elevation Densit % c % Com adion Pass or Fail Soil Type Y(P� ( ) (P � ( ) P 37.1 Wall#1, Station 11+g0 8232 120.2 6.1 125.9 7.9 95% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Retest from June 7, 2011. Nuclear Gauge No.: 28 Std Counts: 648/2542 Field Technician: Brian Noble Corpoate O�ce Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Siope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R I N G C O N S U LTR NT5 Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 22 Structural Fill June 9, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perForm materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Already completed upon arrival Area Represented Backfill of Retaining Wall#1 Test Test Locati0n Elevation Field Dry Field Moisture Max Density Opt Moisture Percent pass or Fail Soil Type No: Density(pc� (%) (pc� (%) Compaction 39 Station 10+g0 8234 124.8 9.4 128.2 8.3 97% Pass SM 40 Station 10+60 8235 124.4 8.0 128.2 8.3 97% Pass SM 41 Station 10+g5 8235 124.0 8.1 128.2 8.3 97% Pass SM 42 Station 11+95 8234 120.5 8.1 125.9 7.9 96% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: 2 visits to project. Nuclear Gauge No.: 28 Std Counts: 655/2519 Field Technician: Brian Noble Corpoate O�ce Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R I N 6 C O N S U LTR NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Repo►t Type Report Date Attn: 23 Structural Fill June 10, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perForm materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Uniimited Representative Notified: Chris Equipment Utilized: Vibratory Plate and Trackhoe Area Represented Backfill of Retaining Wall#1 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pc� (%) (pcn (%) Compadion Pass or Fail Soil Type 43 Station 10+10 8236 119.9 8.5 125.9 7.9 95% Pass SM 44 Station 10+50 8236 120.0 7.2 125.9 7.9 95% Pass SM 45 Station 10+45 8237 123.0 6.4 128.2 8.3 96% Pass SM 46 Station 10+15 8237 127.5 7.1 128.2 8.3 99% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: 2 visits to project. Nuclear Gauge No.: 28 Std Counts: 655/2519 Field Technician: Brian Noble Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Clienf: E N G I N E E R I N G C O N S U LTF�NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 24 Structural Fill June 11, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in genera� accordance with the frequencies required and /or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Vibratory Plate and Trackhoe Area Represented Backfill of Retaining Wall#1 Test Test Location Elevation Field Dry Field Moisture Max Density Opt Moisture Percent Pass or Fail Soil Type No: Density(pc� (%) (pc� (/o) Compaction 47 Station 11+60 8238 121.6 7.7 128.2 8.3 95% Pass SM 48 Station 11+90 8238 124.2 8.6 128.2 8.3 97% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 28 Std Counts: 648/2542 Field Technician: Brian Noble Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Clienf: EN G I N E ER 1 N G C D N 5U LTR NTS Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 25 Structural Fill June 13, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Skidsteer and Jumping Jack Area Represented Retaining Wall#1 Backfill Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pc� (%) (pc� (%) Compaction Pass or Fail Soil Type 49 Station 12+01, 3' South of wall 8239 121.4 6.7 125.9 7.9 96% Pass SM Specifications: Min. 95 °/a Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 72 Std Counts: 737/2655 Field Technician: Steve Buckeridge Corpoate Office Gypsum Office 41 Inverness Drive East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 O�ces:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 ��0��� Job Name Client: E N G I N E E R 1 N G C O N 5 U LTR NT5 Vail Golf Club Retaining Walls Landscapes Unlimited Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number 1201 Aries Drive CONTENT 11-6592 Lincoln, NE 68512 Report Number Report Type Report Date Attn: 26 Structural Fill June 14, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing seroices for this project on soil materials. GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consuited for precise details. Earthwork Contractor: Landscapes Unlimited Representative Notified: Chris Equipment Utilized: Trackhoe,Skidsteer, and Vibratory Plate Compactor Area Represented Retaining Wall Backfill Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pc� (%) (pc� (%) Compaction Pass or Fail Soil Type 50 Station 20+2g 8240 121.5 6.0 125.3 7.9 97% Pass SM Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor SM General Contractor: Landscapes Unlimited Representative Notified: Chris Comments: Nuclear Gauge No.: 72 Std Counts: 751/2690 Field Technician: Steve Buckeridge Corpoate Office Gypsum Office 41 Inverness D�ve East P.O.Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524-0720 Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721 Tee Box#17 Retaining Walls Vail Golf Club,Colorado Concrete Compressive Strength and Field Test Results Job#10-6592 GROUND Engineering Consultants,Inc. period ending O6N4/2011 ��O��� Client: Job Name Landscapes Unlimited ENGINEERING CONSULTRNTS Address: Vail Golf Course Tee#7 CONCRETE FIELD PROPERTIES AND 1201 Aries Drive COMPRESSIVE STRENGTH TEST RESULTS Job Number Lincoln, NE 68512 10-6592 Report Number Report Date Attn: 1 November 9, 2010 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND performed testing in general accordance with the frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and may not be onsite during the entire concrete placement,the contractor should be consulted for precise details.This report includes the results of the tests we performed and our observations,however,it is the responsibility of the contractor to pertorm construction and provide materials that meet the project plans and specifications Placement Date: 11/09/10 SpecifiCatlons Concrete Placed By: S2M Required Strength(psi) 3000 Concrete Supplier/Mix ID: LaFArge/RMXUV30GD97 Slump Range(in.) N/A Total Cubic Yards Piaced: 13 Air Range(%) N/A Weather/TemperatUre Snowyl20's Temperature(°F) 50-90 Placement Location: Footer behind Retaining Wall#4 Sta.41+40-41+80 Methods Employed: Pump Truck Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight Water Added Spread(in.) (%) Temp:°F (pc� (gallons) Wall Sta.41+70 4780639 85909548 2:42PM 3:34PM 4 1.6 69 146.2 Notification of field test results: Wade with Landscapes Un�imited Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85909548 Lab ID 2013 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 44880 79400 77560 79080 Compressive Strength(psi) 3570 6320 6170 6290 Test Date 11/16/10 12/07/10 12/07/10 12/07/10 Test Age 7 28 28 28 Type of Fracture T3 T5 T5 T5 Additional Comments Field Technician Kevin McClure Corporate O�ce Gypsum O�ce 41 Invemess Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Westem Slope,Granby Fax:(970)524 0721 ��O��� Client: Job Name Landscapes Unlimited ENGINEERING CONSULTFINTS VailGolfCourseTee#7 Address: CONCRETE FIELD PROPERTIES AND 1201 Aries Drive COMPRESSIVE STRENGTH TEST RESULTS Job Number Lincoln, NE 68512 10-6592 Report Number Report Date Attn: 2 May 23, 2011 Mr Ryan Priester On the date specified above, Ground Engineering Consultants, �nc(GROUND) was requested to provide materials testing services for this project on sampled concrete. GROUND pertormed testing in general accordance with the frequencies required and/or as requested by the contractor or onsite representative of the owner.The following information includes related site observations for the concrete placement and to the best of our knowledge including information from site representatives.As we provide periodic services on most projects and may not be onsite during the entire concrete placement,the contractor should be consulted for precise details.This report includes the results of the tests we performed and our observations,however,it is the responsibility of the contractor to perForm construction and provide materials that meet the project plans and specifications Placement Date: 05/23/11 SpecifiCations Concrete Placed By: S2M Required Strength(psi) 4500 Concrete Supplier/Mix ID: LaFarge/RMXUH40GDS7 Slump Range(in.) 4"Max Total Cubic Yards Placed: 25 Air Range(%) 4-8% Weather/Temperature Cloudy/50's Temperature(°F) 50-90 Placement Location: Cartpath North of Retaining Wall Methods Employed: Tailgate, Pump Truck and Hand-finished Test Sample Location Truck No. Ticket No. Batch Time Test Time Slump or Air Content Concrete Unit Weight water added Spread(in.) (%) Temp:°F (pc� (gallons) Station O+gS through Station 0+10 4780809 85823520 10:05 AM 12:OOPM 2 3.8 62 140.8 15 Notification of field test results: Jim with Landscapes Unlimited Compressive Strenqth Results (ASTM C39) Cylinders Cast from ticket: 85823520 Lab ID 5081 Cylinder Diameter(in.) 4.00 4.00 4.00 4.00 Cross Secional Area(sq in.) 12.57 12.57 12.57 12.57 Maximum Load 59000 80810 82930 80340 Compressive Strength(psi) 4700 6430 6600 6390 Test Date 05/27/11 06/20/11 06/20/11 O6/20/11 Test Age 4 28 28 28 Type of Fracture T5 T5 T5 T5 Additional Comments After truck finished pouring,Jim w!LU notified GROUND air was added to truck after testing was completed. Field Technician Brian Noble Corporate O�ce Gypsum Office 41 Invemess Dr East P.O Box 464 Englewood,CO 80112 Gypsum CO 81637 Tel:(303)289 1989 Tel:(970)524 0720 Fax:(303)289 1686 Offices:Denver,Loveland,Westem Slope,Granby Fax:(970)524 0721 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES �� �ow�o�vnd. ' Town of Vail, Community Development, 75 South Frontage Road,Vai�, Colorado 81657 p. 970.479.2139, f. 970.4792452, inpsections 970.479.2149 ADD/ALT COMM BUILD PERMT Permit #: B10-0336 Project #: Job Address: 1778 SUNBURST DR VAIL Status. . : ISSUED Location......: VAIL GOLF COURSE#3 AND#7 TEE BOXES Applied . . : 09/29/2010 Parcel No....: 210109101012 Issued... : 12/29/2011 Expires. ..: 04/27/2011 OWNER TOWN OF VAIL 09/29/2010 C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT LANDSCAPES UNLIMITED OF NEBR 09/29/2010 Phone:402.423.6653 1201 ARIES DR LINCOLN NE 68512 License: 876-S CONTRACTOR LANDSCAPES UNLIMITED OF NEBR 09/29/2010 Phone:402.423.6653 1201 ARIES DR LINCOLN NE 68512 License: 876-S Description: REPLACE RETAINING WALLS ON THE#3 AND#7 TEE BOXES ON VAIL GOLF COURSE. INSTALL NEW R05ETTA STONE MSE WALL SYSTEM, REPIACE CART PATH AND POST AND RAIL FENCE. Occupancy: Valuation: $308,000.00 Type Construction: Total Sq Ft Added: 0 ................+«.......,..........,_............,......,,.,,,......,.>........> FEE SUMMARY ..,.,......,�...,..,..,.........,...,.....................«......«.,�,,,....... Building Permit Fee------> $2,158.55 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $9,525.61 Plan Check--------------------> $1,403.06 Use Tax Fee---------------------> $5,960.00 Additional Fees-----------------------> $9,525.61) Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $0.00 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments------------------------------> $0.00 Total Calculated Fees--------> $9,525.61 BALANCE DUE----------------------> $0.00 DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan, and state that all the informatior as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS F NSPECTI R HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:0 �� �y �� Signature of Owner or Contractor Date S�a'fE �_ 1..� �V'�.-�C�� Print Name b I d_a It_co n st ru cti o n_pe rm it_041908 xxwxe�t�wwww#kRAxwr�f��xfwe��fwwR#��xx��wfTMtwkkR�wR�fkf�lxx#xwx��kwk�rthk�#k�x�f��4w#xtfi*wwNew�t����x�kfRw*tftkwfwkww�f���f�f�l�RMli*fewwww4#t�k��tlR4k�fff#f#MMwtew*wRw*Mkwwwf�k#�kA APPROVALS Permit#: B10-0336 as of 12-29-2011 Status: ISSUED .................�.....,....,..........�..,.,,...,,,.,..,.,,................,,.,...,...��....,.....,,,,...,.,..,......,,,..,.,.....,,.,,..,.,............,,,...,,..,..,....,,....,.«. Item: 05100 BUILDING DEPARTMENT 10/20/2010 cg Action: AP NO MEP WAS INCLUDED IN SCOPE OF WORK Item: 05101 BUILDING DEPT REVISION 12/21/2011 JRM Action: AP add concrete walkway, wall modification final grade modification Item: 05500 PUBLIC WORKS 10/28/2010 cs Action: AP Item: 05400 PLANNING DEPARTMENT 10/20/2010 bgibson Action: AP Item: 05401 PLANNING DEPT REVISION 11/11/2011 bgibson Action: AP Revisions to cart path, retaining wall & grading approved by Planning. Plans routed to E-3. ............................>,..,>,...,,..,.......,.........,......,...,....,,,.,.,.,...w..�...,................,..,....,........,.....,,..........,....,...........,.,..,....,....,.. See the Conditions section of this Document for any that may apply. bld_a It_construction_perm it_041908 ........................................................................................»........,.,......,.».............,.........,....,.,�,......,.,....,.....,....,..,.......,..., CONDITIONS OF APPROVAL Permit#: B10-0336 as of 12-29-2011 Status: ISSUED .....................................................................�......,.,,...,.....��....,..,,...................,........�,.......,>,,.....,.,.,...........,...,.............. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. bld_a It_construction_permit_041908 � ' . .> Depariment of Community Deveiop�nent 75 South Frontag� Road � Vaii, CO 81657 TO W�I 0 F VA 1 L�` y Tel: 970-479-2128 www.vailgov.com Development Review Coord'+nator TRANSMiTTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved &the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: (�Revisions ( ) Response to Correction Letter ��0 - O 33 6 attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: Vft�� Va�l C �/p;� �.ro�� vr (Number) (Street) (Suite#) Description/List of Changes: Building/Complex Name:� � '�!« c�C�.-}��ex _ ��� 1 iCt�..cre_�t �.....��t... c� C.•� � Contractor Information ^ �'^i�� ��1� ^�'�"�:�`'�:o^Z Business Name: �c,�e.� r<<,P,� U.,�� �`•i�'cct� — �t�a� ac�� /'"�dc�.�:c -�: ^ Business Address: City NC�c���a State: Zip: Contact Name: �`+.{c.� r�-c���-C� ; \ (use additional sheet if necessary) ' Contact Phone:�40Q ) 4l 6 - 6�G� _ _ _ .. . _.._. ..... _ . Revised ADDITIONAL Valuations(Labor 8�Materials} Contact E- (DO NOT include original valuation) ` X Building: � ��k § Owner/Owner's Representative Signature(Required) Plumbing: $ Applicant Information Electrical: � � Applicant Name: S W�l � � ����`� Mechanical: $ Applicant Phone: C�t�U> `���' Sol�� � y� '� Total: Applicant E-Mail: S oG�nnt11 e Vc.�� f'tc c�r, For Office Use Only: � Date Received: Fee Paid: - Received From: �' �-' Cash Check # �{j���„�� `�i�� M i' CC: Visa / MC Last 4 CC # exp. d � Auth # p� � � � � T MOV 0 3 �1�11 ; TOWN OF VAIL � oi-o��-�i , __ � ,. . ,. _:.. _..�<.:,,.....� ..���.,.�2h�:,�,,�m....a. � f � NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES � : . �nwxo�vn�' - Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 � p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149 ;- ADD/ALT COMM BUILD PERMT Permit #: B10-0336 �' Project #: £ Job Address: 1778 SUNBURST DR VAIL Status. . : ISSUED t°; :, Location......: VAIL GOLF COURSE#3 AND#7 TEE BOXES Applied . . : 09/29/2010 ; ;: Parcel No....: 210109101012 Issued... : 10/29/2010 � Expires. ..: 04/27/2011 ; a OWNER TOWN OF VAIL 09/29/2010 C/O FINANCE DEPT � 75 S FRONTAGE RD � VAIL �` ` CO 81657 � � APPLICANT LANDSCAPES UNLIMITED OF NEBR 09/29/2010 Phone:402.423.6653 � � 1201 ARIES DR ` ? LINCOLN � NE 68512 � License:876-S E' CONTRACTOR LANDSCAPES UNLIMITED OF NEBR 09/29/2010 Phone:402.423.6653 � 1201 ARIES DR �; LINCOLN � F NE 68512 License:876-S ` s � Description: - REPLACE RETAINING WALLS ON THE#3 AND#7 TEE BOXES ON VAIL � GOLF COURSE. INSTALL NEW ROSETTA STONE MSE WALL SYSTEM, � REPLACE CART PATH AND POST AND RAIL FENCE �; �: Occupancy: Valuation: $268,000.00 � Type Const�uction: Total Sq Ft Added: 0 ' � .........................................................................«....... FEE SUMMARY ...........,......,..............,_................._,.,,.,...,.,,..,....,...,,.. � t M1Building Permit Fee--> $1,934.55 Will Cal Fee---------------------> $4.00 Total Calculated Fees---------> $8,356.01 � ' Plan Check----------------> $1,257.46 Use Tax Fee--------------------> $5,160.00 Additional Fees-----------------> $8,356.01) ` ;, :� Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES---------> a0.00 � ; Investigation------------> $0.00 Recreation Fee--------------> $0.00 � Payments___�_------------> S0.00 � Total Calculated Fees-------> $8,356.01 BALANCE DUE----------------a a0.00 #` E +�rt��r.�i,�:��ww++:���www:ww�.wxx�.wrewwrxr�xw�,r,rt�r.tx����i+�.wr��a::��w�n.+���x�xw�xxw�wwxw�wxexwwwrwr�,r��+r+��xx+,H.:�xxa�x+x+ws.xxx+wwwwi�ree�xw�itr�r�t+v�+++xw�.+�x�ww+nn.�:x::ww�ww.+xw �� DECLARATIONS � t s I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information �. as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure � according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town �` applicable thereto. � � REQUESTS FOR INSP T N SHALL BE MADE ' UR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. �—� � �O � Signature of Owner or CoMractor D e � Scw(-� 1- ����-�e�� f Print Name � � # t x € � t` � �: bld_alt_construction_permit_041908 �: t. � s- � � � •�:+�w�xwwvw:eei�t��ww�.wxxxxwwt:+w�.+.x�wwxe�,r�wrw�w�:���rrt�xv.w�t�trw����:+�n.xww:wxwrnrrrw��tt��+wxR,�wxs.w.aww�wx�rr+.�wwwwwxwwwwwv.ww�v.��tw�rxxwwwwxwwxwxw«ww,tr�t���xx�:s.w�xxwxxxxwwxrr� � E APPROVALS Permit#: 610-0336 as of 10-29-2010 Status: ISSUED { xs.xiw�w�++��w�xx���xxvwi���e��,r�ww„��+�+wwwww»,v,ri,r��k:wax:::www�r�����tt�ttw+�w�i.�.xx:�xww:wwrrxrwitw�+i��+xw.wxxww�wwws.x��t�+w�w�xwx:ww�w►wt���wrww:x:wwwxxerrwe►rw�rt:+,"��w:xe��n.xx i� Item: 05100 BUILDING DEPARTMENT } 10/20/2010 cg Action: AP NO MEP WAS ' INCLUDED IN SCOPE OF WORK � Item: 05500 PUBUC WORKS 10/28/2010 cs Action: AP � � Item: 05400 PLANNING DEPARTMENT 10/20/2010 bgibson Action: AP ` ff1r1rt1'iRf.fYY#+tR41M41rfrf'N1M1rV Vfr'kfYYiYff�R�R+tf**f'f'fMfRf*RiRiRffff-kYe#Y(YeY(�I+tR+tfHf4##411A4it#frRfr*iRiRfIMrYYef�krtrt4il44ttO�41rtr41ffwttfrxfr V 4trYefYt1(}'41(1(f44l+ht44RRl1r1rV VRtRV fRffRA'A'ft�ktkT'k4#Hf}�t+t4+t4frf'�Rf`fit C See the Conditions section of this Document for any that may apply. � � F £ r. < {: � i:: 4.: S E E: �. �_. t: F t E �: � € r t �. � � { S k $ � � � 3 t R ! ij fp f. � � i f Y: � � ) �. � ; �- 4 bld_alt_construction�ermit 041908 �. �' � � � � 11f4�k4Yr#�4ftRVYfVff4s/�f`�f��fRfffYt#i4�ffRiN�xff4itRYIpiY#*+�f4RfRiRiRfrYbYfY#Y4f1`>Rf44f'f'f'xfiHrhHYey'iFfiF'Rf####fit}�FfiFY`Yf�kYfi!>JR1f44fffRYYIIYrk+tfff#ahtAffftVfYfIIYeYrYeiy'iftNfrfrRRlrlfR�HV)frfrf�tlffYt4 � G CONDITIONS OF APPROVAL ` Permit#: B10-0336 as of 10-29-2010 Status: ISSUED a ........................................,................,»..,,,..,,.,......,..,.,,....,...,.......,...,............,,....,.....,...,,..,,,..,,...,.........,...,.,..,........,.,,,,,,,, �: } k `:; Cond: 1 f < (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY } E WORK CAN BE STARTED. � : Cond: 12 � ,; (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE � < COMPLIANCE. � � �: � � ;; � �: f €. k E 4.- �: � � E t S [: €. E: { t- } a F � �: i s i F; F � - bld_alt_construction_permit_041908 € f � f �. ;�, : . ''�r�C Department of Community Development !� � 75 South Frontage Road � " �,'� �'` �����•. �' fi ; �; - Vail, Colorado �1657 � ��; �, �-� ,:�� � �;'�� . � -�, ,. '+�� . � .� ,� �Tel: 97U-479-2128 �. "� ` ° ;,' � F�3c:�-970-479-245� � X,-• � ;".�. �� t�� �� eb: www.vailgov.com _�„����r� � .`� .� ,�e�d{�ment Review.Coordin� � �}, . � �� � -�.; BUILDING PERMITAPPLICATION Separate permits are required for electrical, plumbing, mechanical,fireplace, etc. Project Street Address: Office Use: p 1278 Vail Valley Dr. (golf maintenance Project#:_��d —' ��D�� (Number) (Street) (Suite#) DRB#: / f/V������ BuildinglComplex Name: Vail Golf Course#7 retaining wall guilding Permit#: ,L,��� -' �3� �7 Lot#: Block# Subdivision: Contractor Information: Company: Landscapes Unlimited Company Address: 1201 Aires Dr. Detailed Scope and Location of Work: remove existing wall Ciry: Lincoln State: NE Zip;68516 on#7 tee complex, regrade and install new Rossetta Contact Name: Ryan Priester Stone MSE wall system, replace cart path and post and Contact Phone: �402)416-6867 rail fence. (use additional sheet if necessary) E-Mail rpreister@landscapesunlimited.com ��� _� Work Class: Town of Vail Contractor Registration No.: New( ) Addition( ) Remodel(� Repair( ) Other( ) X //��� -�' .� � � Work Type Contractor Signature equi�d) Interior O E�erior(�j Both O Property Information Type of Building: Parcel#: Unplatted Single-Family( ) Duplex( ) Multi-Family( ) (For parcel#,contaci Eagle County Assessors Office at 970-328-8640 or Commercial( ) Other 1� retaining walls visit www.eaglecounty.us/patie) Tenant Name: Vail Recreation District Does a Fire Alarm Exist? Yes( ) No(�) Owner Name: Town of Vall Monitored Alarm? Yes( ) No(� Does a Sprinkler System Exist? Yes( ) No(✓j #&Type of Existing Fireplaces: Gas Appliances N/A Valuations(Labor&Materials) Gas Log Wood/Pellet Wood Burning Building: $268,000.00 #&Type of Proposed Fireplaces:Gas Appliances N/A Plumbing: $N�A Gas Log Wood/Pellet Wood Burning Electrical: $N/A Date Received: i � � � �� M � Mechanical:(including fireplace) $N/A � Total: g 268,000.0o SEP 2 4 2010 ; �owr�s r��� ����� __�.....�.....__.._.�._.�__ 15-May-10 � l � s ; .- ,._..,.� . . , � ..._. _..... .... . . . . . . , .... _,.-_—_� � s i � . � , � Job Name:Va�� �-o« �'� I�ek,���� �.✓ti r I � l� t ��OFY� � n JobAddress: #�`.� � � PeRnit No.: �-10 - C7;��ti ` s � SPECIAL INSPECTION AND TESTiNG AGREEMENT �, � (To applicants of proJecEs requiring Special lnspecEion or Testinc�per Sectlon 1709 of the IBC) � s The owner or his/her representative, on ihe advice of the design professional in responsible cherge, shell � complete, seal, sign end submit a copy of the Spectal Inspection Agreement and SUvctural Tests 5cheduled to the Town of Vail for review and approval. Signatures are required on both pages; �' � photocopied or faxed signatures are acceptable. � The owner and hislher general contractor, where applicable, shalf also acknowledge the following = conditions applfcabie to Special Inspection Tesiing: � €: 1. Contractor is responaibls for proper notiflcaUon to the Inspeation or Testing agency for ftems � listed.(Page 1) (IBC 1704) • 2. Only the testing la6oratory should taks samples and transport fhem to their laboratory. � 3. Coples of all laboratory rapo�ts and inspections are to be sent directly to the Town of Vail by the Testing ' agency on a weel<ly basis. _ 4. Inspectian agency to submit names and qualiflcaUons of on-site speaal inspectors to the Tawn of Vai ff For review and approval.(('age 2) � 6. The spedel inepectar is responslble to fmmedietely notify ihe 7awn of Vaii Building Official In wrfting of � any concems end/or problems encountered. � 6. It is the responsibllfty of the contractor to review the Town of Vail approved plans far additional ° inspectfon or testtng requlrements that may be noted. A pre-construction conference at the job site is �` recommended ta review spectal inspection procedures. � 7. The spec(al lnspector shall use only the Town of Vaif approved drawings. � 8. Ail speaai inspeclion field reports must be left on site for review by the Town of Vail staff prlor to � required tnapections or re-inspections. £ BEFORE OCCUPANCY WILL BE GRANTED: The spe�ial inspecGon agency shall submit a signed and �- sealed statement thai a{I items requiring test(ng and Inspection were Fulfllled and reported_ Those Items not � tested and/or inspecfed ahall be noted in this statement. A copy of the statement shall be maintained at the � job site for the Building Inspector's review pMor to final Inspection. # � � Acknowledge �� � owner: �4oK � O(.o,,.,e�� to v �v � Slgnature Print Name e �, Specfallnspe on � �� � � I� � Agency: � Signature Print Neme Dale � ProJect �0�3//� � ArchlEng�o�.s ��r/d�P.�.- f__!a.+� �G��Z�� � 3lgneture . P�Int Name Date � Contractor. / i1/G�G �s��/�.� /D o � 5'�0 � �atu���� � Prinl Name Daie � �' � � �CANNED � _3_ _ - � � � � t � � � �' � � � a !s � i T�WNOFVAIL � SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) � ProjectName:_uG� � �o�� oc..�s� #� ��.�.�;,,;,,h�,•l�(� Permit# 3 �� — O3� � � Owner's Name: � Testing Ins I gn ture Print N�rts � o � Agency: �'1h�lUICU.�R� L,+�r � /� $; Testing Inspection Signature Print Name a� _ Hereby certifies that the Testing/Inspection Agency named above has been engaged to pertorm structural tests and inspections during construetion as checked below,to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed s were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, tesiing, or inspection, it shall be the responsibility of the contractor to give � timely notice to the Inspection agency so that the required services may be pertormed. _ REINFORCING STEEL: UNDERPINNING: Tensile 8 Bend,one set per heat per tons TemporarylPermanent € Inspection of Placement Inspection of Steel Fabrication Inspection of Welding Inspection of Reinforcing&Forms EPaXY Inspection of Concrete Placement Inspection of Tiebacks ` MASONRY: �;: Prelim.Acceptance Tests(Masonry Units,Wall Prisms) SOIL NAILS: Subsequent Tests(Mortar,Grout,Field Wall Prisms) Temporary Shoring � Inspection of Placement and Grouting Permanent Wall �. CONCRETE SHQTCRETE GROUT AND MORTAR: STRUCTURAL 3TEEL: � Concrete Shot Grout Mortar Sample&Test(List specific members below) Aggregate tests tor design Shop Identification&Welding Inspection Suitability oi aggregates Shop URrasonic Inspection Mix Designs Shop Radiography Test Panel Field Welding Inspection Batch Ptant Inspection Field Bolting Inspection Cement Grab Sample Field Ultrasonic Inspection inspect Placing Field Radiography Compression Tests Metal Deck Welding Inspection Cast Specimens FIREPROOFING: Pick-up Samples Inspection&Placement Shrinkage Bars Yield Check SOILS: Air Check Acceptance Tests ory unit Weight � Moisture-Density Determination PRECAST CONCRETE: Field Density Reinforcing Tests Drilled Piers Inspection of Reinforcing Placement Deep Foundation Tendon Tests Inspection of Tendon Placement STRUCTURAL WOOD: Inspection of Concrete Placement Inspection of Fabrication Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachment&Inserts Sample�Test Components Compression Tests Inspection of Glu Lam Fabrication Inspection of Stressing/Transfer PILING,CAISSONS,CAPS,TIES: SMOKE CONTROL: Inspection of Reinforcing Placement SPECIAL CASES: Inspection of Concrete Placement Inspection of Concrete Batching SPECIAL INSPECTION: Seismic Resistance Specifyothertests,inspectionso�spQcial%nstructionsrequired. Wind Requirements � N� ���►� 4V"�i llS �i�'�r�.fi c, Gzue,�,� �s SCo�:����`!�'� -4- F �y 04-02-2012 Inspection Request Re orting Page 3 4•O9 qrp Va�l, CO Ci � Requested Inspect Date: Tuesday April 03, 2012 S� �Can+u.Gc Site Address: 1778 SU�VBURST DR VAIL 3 y� _ g�3� VAIL GOLF COURSE#3 AND#7 TEE BOXES A/P/D Information Activity: B10-0336 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: TOWN OF VAIL Contractor: LANDSCAPES UNLIMITED OF NEBRASKA LLC Phone: 402.423.6653 Description: REPLACE RETAINING WALLS ON THE#3 AND#7 TEE BOXES ON VAIL GOLF COURSE. INSTALL NEW ROSETTA STONE MSE WALL SYSTEM, REPIACE CART PATH AND POST AND RAIL FENCE. Re uested I s ection s Item: PLAN -FINAL C/O Requested Time: 08:15 AM Requestor: LA PES UNLIMITE F NEBRASKA Phone: 402.423.6653 LLC �,_ Comments: 390-9731 Assigned To: Entered By: JMONDRAGON K Action: Time Exp: q,�� �,/u/�Z ,�� Item: 539 PW-FINAL C/O Requested Time: 11:00 AM Requestor: �CDSCAPES UNLIMITED OF NEBRASKA Phone: 402.423.6653 Comments: 390-9731 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 540 BLDG-Final C/O Requested Time: 10:00 AM Requestor: �CDSCAPES UNLIMITED OF NEBRASKA Phone: 402.423.6653 Comments: 390-9731 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection Historv Item: 501 PW-Access/Sta�9ing/Erosion Item: 504 PW-Retainin WalfLay out Item: 502 PW-Rough �riveway Grade Item: 410 Special Inspect-progress rept Item: 420 Special Ins�pect-fnal rept Item: 503 PW-Final Driveway Grade Item: 515 PW-Public Improvement Item: 532 PW-TEMP. C/O Item: 516 PW-Warranyt Acceptance Item: 539 PW-FINAL GIO Item: 540 BLDG-Final C/O Item: 534 PLAN-FINAL C/O REPT131 Run Id: 14292 � € t ��� 04-10-2012 Inspection Request Reporting �- Page 5 4:26 qm Vail, C� - Ci{�pf �,��Og'0��� Requested Inspect Date: Wednesday,April 17, 2012 Site Address: 1778 SUNBURST DR VAIL VAIL GOLF COURSE#3 AND#7 TEE BOXES A/P/D Information Activity: B10-0336 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: TOWN OF VAIL Contractor: LANDSCAPES UNLIMITED OF NEBRASKA LLC Phone: 402.423.6653 Description: REPLACE RETAINING WALLS ON THE#3 AND#7 TEE BOXES ON VAIL GOLF COURSE. INSTALL NEW '^ ROSETTA STONE MSE WALL SYSTEM, REPLACE CART PATH AND POST AND RAIL FENCE. � i } Requested Inspection(s1 Item: 540 BLDG-Final C/O Requested Time: 08:00 AM '' Requestor: Phone: Comments: FOLLOW UP : Assigned To: SGREMMER Entered By: JMONDRAGON K � Action: Time Exp: �� Comment: � q t {, S t � t � i � Inspection Historv =' j= Item: 501 PW-Access/Staging/Erosion **Approved*" � 04/04/12 Inspector: Is Action: AP APPROVED � Comment: �: Item: 504 PW-Retaining Wall Layout � Item: 410 Special Inspect-progress rept � Item: 420 Spe�cial Inspect-finaT rept Item: 515 PW-Public lmprovement Item: 532 PW-TEMP. C/O *'Approved*` € 04/04/12 Inspector: Is Action: AP APPROVED �; Comment: � Item: 516 PW-Warrant�y Acceptance Item: 539 PW-FINAL C/O **Approved*" �' 04/04/12 Inspector: Is Action: AP APPROVED � Comment: � Item: 540 BLDG-Final C/O **Approved`* � 04/04/12 Inspector: sgremmer Action: AP APPROVED � Comment: 6 Item: 534 PLAN- FINAL C/O *'Approved*" ' 04/04/12 Inspector: bgibson Action: AP APPROVED � Comment: �. � � � � � � � � � � ;: REPT131 Run Id: 14333 � � � � 04-02-2012 Inspection Request Re orting Page 3 4 09 pm Vail,_CO Citv Requested Inspect Date: Tuesday April 03, 2012 Site Address: 1778 SU�JBURST DR VAIL VAIL GOLF COURSE#3 AND#7 TEE BOXES A/P/D Information Activity: B10-0336 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: TOWN OF VAIL Contractor: LANDSCAPES UNLIMITED OF NEBRASKA LLC Phone: 402.423.6653 Description: ROSELTTA STONE MSE WAALL S�YSTEM RE NLDACE CART PATH�ND POST�AND RAIL FENCETALL NEW Re4uested Inspection(s) Item: 534 PLAN -FINAL C/O Requested Time: 08:15 AM Requestor: LLALCDSCAPES UNLIMITED OF NEBRASKA Phone: 402.423.6653 Comments: 390-9731 Entered By: JMONDRAGON K Assigned To: BGIBSON Time Ex Action: P� Item: 539 PW-FINAL C/O Requested Time: 11:00 AM Requestor: �CDSCAPES UNLIMITED OF NEBRASKA Phone: 402.423.6653 Comments: 390-9731 Entered By: JMONDRAGON K Assigned To: JMONDRAGON Time Ex Action: P� � Re uested Time: 10:00 AM Item: 5 BL -Final C/O 4 Phone: 402.423.6653 Requestor: LL DS PES UNLIMITED OF NEBRASKA Comments: 390- 31 Entered By: JMONDRAGON K Assigned To: JMON AGON Time Ex Action: P� � 3 � S Inspection Historv Item: 501 PW-Access/Staging/Erosion Item: 504 PW-Retainin Wall Layout Item: 502 PW-Rough �riveway Grade Item: 410 Special Inspect-�rogress rept Item: 420 Special Inspect-finai rept Item: 503 PW-Final Driveway Grade Item: 515 PW-Public Improvement Item: 532 PW-TEMP. 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